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Home My WebLink About149 Pepper Avenue - Plans0 0 0 Zaning Project Data Buildin De artment Notes �., Zoni�g R-1 PARCEI # 028-263-060 Anyone doing business in 8udingame must have a current City of Budingame LotArea 10, 230 SF Occupancy R-3 Business License. Floor Area (E} 2587 sq ft HABITABLE AREA Codes All construction work shall compty with the 2013 Editions of the Califomia Sewer Baclwater protection Certificate Required for fhe installation of any new PROPOSEO AC}D(TION 985 sq ft= 3472 sq ft BuiWing Code CBC, Galifornia Piumbing Code CPC, Califomia Mechanical sewer fixture per Ordinance No. 1710 Bufiding (E) TWO STORY (NO CHANGE TO THE BUILDING HEIGHT PROPOSED) Code CMC, Califomia Electrical Code CEC, Califomia Energy Code Height CEQ Califomia Residential Code CRC and localAmendments. FIRE SPRINKLER REQUIRED THRpUGHOUT Description Construction Type V 8 *Privide a minimum t"water meter Replacement of front Facade windows/daors, elevated terrace, and entry stairs. `FIRE SPRiNKLER SHRIL BE INSTALLED UNDER ASEPARATE Convert storage basement and crawl space to habitable space for guest r�m, bath, Construction WEEKDAYS: 7:60 AM - 7:00 PM � DEFERRED FIRE PERMITAPPROVED BY THE FIRE DEPARTMENT and media room. Add a new intemal stair and bay window to the hont and remove I Hours SATURDAYS: 9:00 AM - 6:00 PM ( PRIOR TO INSTALIATION, the ezisting brick fireplace and chimney from the front facade. Insiaii new entry gate SUNDAYS & HOLIDAYS: 40:00 AM - 6:00 PM EIECTRONIC GATE SHALL 8E EQUIRREp WITN A KNOX KEY SWITCH and fence at the front garden. I See City of Burlingame Municipal Code, Section 13.04.100 for Details FOR EMERGENCY ACCESS BY FIRE DEPARTMENT ,t'� \, `�• .. y�-� 1 �- - � � �� ` i, ,` 1,1 � �, � i �` �` i , � , architect 1317 GRANT AVE SAN FRANCISCO, CALIFORNIA94133 ARCHITECi CA LIC. 30906 T 415.495.6254 jag(a�jeHalangard.com www.yeffalangsrd.com �E1f19IXU NO. DESCRIPTION Jahnson Residence General Notes tt. Theexecutfonoftheptansaodsubsequentdrawi�gsshal�complywith Materials Legend Drawing Symbols 1. All work shall be in wnformance with 2013 Editions of the following 2073 TiUe 24 Califomia energy efficiency standards and 2013 California Buiiding Code, Califomia Residentiai Code (where 'mandatory measures". applicable, California Mechanicai Code, Califomia Electricai Code Buiiding section no. w w /�` and Cal'rfomia Plumbing Code including ail amendments as adopted in 72. Shop drawings shail be submitted to the architect fa� approvei priw to � 2 Ordinance 1889. NQTE SB 407 requires ail rroncompiiant plumbing fabrication for ail stmdurai and architectural steel wodc including r2iling w000-aoucri �"' J_" fiutures to be replaced by water conserving fixtures when a property is and greb bars. � w000- Fu�is�+ Sheet no. �� undergoi�g alteratlons or improvements. � 13. Do not remrne any tempo2ry fe�stration labeis or the manufadurers ' -�� 2. AN dimensions are to finish face or face of concrete unless labels on ail glazing unfil after the 6uilding departmeoi inspectons � 2 �� o� { � Pep per Avenu e otherwise noted (UON). NI dimensions designated CLR MIN have verified the U-value and safety glass requirements. cvasuM eoaao A 5 arefinishdimensionsUON. � �Sheetno. �� - � Sheetlndex Burlingame, �.,A ,�' . , � � 54. No PVG orABS plumbing may 6e used for ihis projecl Use Cast Iron ca+ca� ^ " , '" ' 940 � � ID Name 3. Do not scale the drawings. Aiways refer to written dimension or ask and Copper oniy. �yi�K b � AOA Landscape Plan and General Notes tfis architect for cianfication. Drewing no. 15. ConUactor to provide shop drawing for the owner & architects to . �� a Z interior elevation �� A0.1 Site Plan 4. Refer to Architectural drewings for ali dimensions unless otherwise review for ail custom manufactured windows, doors, meWl & iron ��TH & aysT�a �Sheet no. '.�� , �� A0.2 Site Area CalGulations & Lot Covereg¢ noted on the stiucturai pians. work, and sheet built in goods pria to fabricafron. �R d `� `� � � At.1 (E) Floor Plan EXTERIOR CEMENi Pl1L9TER YO" �'_�'� _ & w U 5. AA walls between the garage and living spaces to be i hr rated 76. Ail newty installed wood siding and Vim that is to be painted must � -1, > � �Y� I. At.2 (E) Detached GatagB & Revised Craw� SpaCe Plan � � - � - Datum eievaUon W s construdion. be back primed prior to instaliation. � MEru � At.3 Revised Roof 8 Second Floor Plans 6. The contractor is to verify ail services Electdcal, Gas, Water and 17. Provide Pire Biocking in all ceiling framing flow framing and furred � GRAVEL/ RVBBLE �, , A2.1 E�tisting Elevations APN 028 263 06 � matn service entrances, ftar accessibility cafe compliance and down ceilings and over concealed draft Q 10'-0" o.c. mauimum. o--- �OOf �`� a A2.2 West Elevafion (E} &(N) to conflrtn pressure, capacily, and amperage meet the requirements ��n �0�� , ¢ ��a�0�: f A2.3 Revised Elevations of the proposed work prior to submRting a bid for the xrork. 18. Site work, excavatlons, drainage pfans flashing to be design build j,; �: �,.. �- La ndsca pe Pla n � Ric.ro u�suunoN q� _.-- ��dow type � A2.4 Revised Sections bytheGeneraiContractor.Ailshoringengineeringplansandpermits � y and General Notes 7. The contractor shatl verify all crifical dimensiwis on site and no['rfy required for the execution of the pians and or addiUonal expioratory � sTor�e �. �, � A2.5 Garden BBQ Pavilion the archited immediately of any discrepancies beiween the drawings excavatrons are the responsibiliry of the Coniractoc All foundation � A3.1 Pers ive Studies 1 and the field conditions. wate roofin roof & surtace draina e s stems, flashi s to be MD.P. BOARD Revision no. * P�� t) �P 9, 9 Y �9 0 � 1 O 5.'1 �_'1 � design buiid by the contructor drawirx,�s provide desig� intent, cowdinate x.� � A4,f SChedUles METAL FLASHING 8. No exUa compensa5on shali be allowed for extra work resulting visual changes with the archftect. � Sheet no. �_. t BMP Best ManagemBnt PreCtiCes o �. irom a lack of coordination 6ehveen the trades. eunnu+c raaew �"" � +' `� � SED Aq�.N, 19. The manufacturer's instructians for all new appliances and equipment 0 w^T�� _ Detail no. �,'_ � { T-1 Site Survey ��'� e f t F 9. All material and equipment and other products shall be instaned shall be availabie on the job site at Me time of building inspection �I R� x eacKi"G �� ! al an ° per the manufacturer's r�wst recent printed instructions and spacifirat- CRC §R106.12 0�-�� Elevatlon N�e � y ga rd �. ions. Cqrrtractor to notify the arChitect in writing of disCrepancie3 �� -� ` `�� C-309�6 between construction documents and manufacturer's instructions. 20. installers are required to prmide CF�6R forms for all new instalfations as �. � '�. �� a ren, z-2ai� ` requlated by the Energy Si2ndards. p�z. Wail Sections �> S, � � 'b ' '9>F �pea 10. The wnhaGor is responaibie for obtaining separate permits tor w , �� OF ppl� etectrical mechanical, plumbing, grading, or arher permits as may be 21. My Hidden Condftions that require work to 4e performed beyond the scope � � „9 . _ required tocai authoriLes. Issuance of a building percnit based on of the building permit issued tor these plans may require further City -� P "� �v '� � � - these drewings does not consGtute a granting of these separate approvals inciudiog review by the Raoning Commission. The BuiMing owner, AI'Ga M fap � � O � O permits. Note: NO TREES GREATER THAN 48" CIRCUMFERENCE prqect designer, andtor contractw must submit a Revision M the City for any PROJECT SITE @ 54° FROM BASE MAY BE REMOVED WiTHOUTA PROT£CTED work not graphicaily iuustrated on the Job Copy of Me plans prior to pertorming TREE PERMIT FROkI PAFtKS DtViSiON 558-7330 the work. NOT TO SC/a�E nan.«,a ��m�s�rsa«mre.�n.ai mmma�..rtw.�« wxxoa�cm a.d:ea�amn,�,aern.a..wo�a,�,ca�.aoo�a. r«��«��a:,�,��wa�ma w,�orsaama.:an e�wece�e.a«a�.cron.,nm,.�. .�,«�w�a�w,.rtmw�..mn�xea.,n�w�a.bean.�cra.v� are�aoo.��rowanmwbu� xe�aoa�.,�aerea.wu�em�».w aeuw�s;. �,wananba�.na�a.,.e,rawcn�w�,re.m�e�unaca4n. ~ ,i��/ �� /i ; � � axcrnoatr� i �\ �e � S � l �,*� � j �� `_J � � NP � ,PY � y r� �� .�ti yd'��,. i% � "� � y � i� y� (E) MAPLE TREES �' - b W�P " ",y W '` BACK GARDEN -- "" "" y " qRTIFlCiAL TURF NP� � � � � GRASS y�w _y�y - PLANTING STRIP __-__-__ �_-___..___ (E) RAISED - PLANTING BED4lAURELS (E) RAISED PLANTING BED 4 LAUREIS , �� ,��...� �7 � d'�\ � O ` � } �� n -� ��\� � _ _ - _ _ - _ _ - _ _ �` � G �� DECIDUOUS 7REE - UNKNOWN LANDSCAPE ANO SURFACE KEY � PERVIOUS NP IMPERVIOUS (2) PALO VERDE OR PALO BIANCp IN RAISED - Of SENECIO TALINOIDES+SSP GROUND COVER WITH fLOWERiNG BAILEYAMUl7IRADiATA SAND SET PAVIIVG STONES AND DECOMPOSED GRANITE (tj RAISED TERRACES 4 CUPRESSUS SEMPERVtRENS'STRICTA' S CC Q HEDGE I.INE ADJACENT TO RAISED T£RRACE REMOVE (E) 10" fl TREE � If, f (E)DRIYEWAY(NP.j.,. . � I I ,� . 7ARMAC �-� , tIR , . , - , �-�. _ . � ,- � �_ ��- � �- � � .� � � .. . . . � . . .. � - .. . - . . REPLACE ARTIPICIAL TURP �� (E) PLANTING S7RIP STRIP THIS AREA WITH SCORED CONC. & STONE \� REMOVE (E) GATE PATIO TO MATCH (E) & FENCE THIS AREA + _NP (N) GINKGO BILOBA GOLDSPIRE MALE TREE Ot3LY (NON FRUITING) REMOVE (E} BOX HEpGE @ PROPERTY LINE & CURB LiNE (N) PAINTED WIRE MESH FENCE "LIVING WALL" WITH VINES 5'-0" MAXABOVE ADJ. GRADE LAVENOER BEO ALONG lOW RETAINWG WALL LOWIW GROUNDCOVER Tp BE RETAINED THI9AREA� -�.y, .� .� . �- .� - �. .� �. � i �.y. �` .� � .W V REPLACE ALL LANDSC�nPIN� �.,. �=0.'� FORARN)N UTAt3D F�,.L .,. �'" ,�. N,'�,. �.LEVE4. Pt,AY1NGAREA � .. �'` �' (N) GRASS 80p 9PECiES D�OUGHi W". � y�+-�p� w'� ' YOIERA{3T t}C VEftDE, CARE7( PANSA -�- ORAPPROVEDEQUAL W W W LL-� ' & 6ECORATIVE y W � w - DECOMpOSED GItANiT� � ,SLOHE 3 ,y � lu _ BORDER _ � �, �� w 3 � �.' � t4 � :� � . \ REPLACE(E)TAR MAC . DRIVEWAY W/ SCORED CONQ & �NSET STONE TI�ES TOMRTCN (E) BACK PATIO �i ii - ia- P ��. ��--�--o �� a '�" ' � (E) MAGNOLIA - TREES IN SETBACK (N)DECOMPOSED GRANITE PEDESTRIAN PATH PLANTING STRIP TO (E) CURB EDGE W/ STEEL STRIPS � Garden Plan StplE 118" = 1'-0" � SIDE YARD SETBACK t-- -------�\t�hl -----i��yY� � \� l ,� — �, �, � �� 1 , ��. �, `' i � `a��i �,�.� �` �� gA" _ I , �ETgAGK � - �� i ' � t BACK GARDEN � r � � � � 1 — _ � _ — _ — _ _ _ � \ g�, .; �� m� k', ' �c, (E) DETACHED ' GARAGE PAVILION 17'-9" X 19•_2" , 340 SF LOT � COVERAGE _ SIDE YARD SETBACK � � Site Plan Ezistin SCAtE i/8" = P-0„ YARD� IACK �� O O � � �� ,I � " I - _ t +�• �J - -= � � � '� I BAY WINDOW --� '�I I (E a6. - ' �, �-- i . _ --' , ' 7a.3s 1 '• ' 3vy,l ADDITION `# I' e` n ' - ' �r _ _ i � '' %, � ��---�n,> ><,2 ; �. ; ` -- i,� :, 1 _ - _ 1 .� �� , G � 13.78 ....... � : I '"'_'_' " """ � + � FL8020 °� ✓ � (E) DETACHED — ' --- I 62�9i j � ' GARAGE D +7�13 ��n "' � APN 028 263 �60 � PAVILI6N -' I I � ee��ds� �� I 17'A"X79'-2" � (E)CORRUOATED � �'� � � PARCEI NUMBER � � n�0p SETBAC�KD� I COVERAGE � * _ — —THISAREATOBEDEMOUSHED +— � — � �1 '� ,nyo� 3ao sP �o'r � �v � 028-263•060 z 2 m ,� , ' Site Plan !!l ��. � �i, raa ss« � � ss.�a -- - es..s { O �v . '1 � . '7 S � � .rz + + + � I � +sz'e° � ___—__— _ _—__—__—__—__— �3t _ _' _ '— _ _—__—_ _ _' _ _ FL _—__—"—_' —' _— _ _—_ _—_ _— _ _ --- � 60. 41 � __ __ _ __ _—_____—_ 208'N50°03'42'W_—__—__—__ GK- �eo.sz � (E) ROOFED ENTRY / gE� (N) IRON AUTOMATIC �� '�c� �SE� AR�y� E� ARCH (N) LIVING ROOF - £�6� �� MANUALAP DES7R AN � �c�Fo � ��` j eff c �S . Tp REPLACE(E}SHINGIES � � alan 9 GATE i 'e �j( gard j(' SFreqck TOERft4CEOT0 BE DEMOLISHED 7�-5 »��g� � � l N G30906 � (DASHED) 'T ren.2-2&17 p ? 1 �� ' t5 �� " � 79 SF TRELLIS = , gETBACK- --- � � � 9'-7 7f16' o � Z � /j///T � ' �I ¢ '// �� t 82 SF TREILIS , 73.e7 �� --�f--- — � � � /�� t 6 1(4" t DSP (E) GATE (E) TARMAC DRIVEWAY ----� m .� —cesx _ - — — U � (E) ¢ F i ¢ �' J LL : Y W : [ £ } � " � j' K, ., ---- i -------------- ----------� � — I — — — — — , . _..,�nH R�SER— t I � �� , r AREAOFWORK 1 'IS'-�� ' � d ' ¢ k. _ �•�T@q� � � � I � � �� (E) STONE RETAINING � WALLS TO BE REMOVED � E I � PARCEL NUMBER � � �� i 028•263•060 � �� ` , � � ,� PRONTGARDEN I I __�.T��- � � , o -� ic w �,a \\ �t p �>t�, l € 1 ; � /� / � �; ? - w+wecrHoaTM ��, 1 �� ~� �� . ;� f �' ---�—�--�------------------- / -- ------------------------ 266' N 50° 03' 30' E \ ��.. DEMOLITION KEY ,_— tis'-s� — — — — — — — (E} FIBERGCASS PORTION �� BUILDMCi DEMOLITION AREAS OP CARPORT TQ 6E (E) ROOPED ENTRY - DEMOIiSHED CANOPV OVER __ _ Y.19'-11 1Y2' DRNEWAY ; SLAB ON GRADE REMOVAUREPLACEMENT AREAS . —_ 62-4" .—__ ... RECONSTRUCTED �\ 26'-3 114' 11'-0' POf2TION OF FRONT � -- TERRACE ELEVATED � , WOOD DECK �>S, I / _ — — — — — — a �S�eACK<(�yR _ _ _ � _ _ _ _ _ _ _ . .. 20610'N50°03'24"_E ___ __ .. .. ' ]3.6] � 4 � �' / j �1 — . ' . . —_ — — — _—. — _.... ..._.__.. _. N � . � o � — _ / / , i: ' � ' ,L""'/_'l ' � � �I I p � iD73ffi I W �a �O m� � � � I IN I FF. t74.0' --.__,._., MAW LIVING LEVEL 6:12 I (E) RESIDENCE 1 STORY �' a � OVERCRAWLSPACE I �IO 1_0:1� 374'$" 1 <,�"� t� � , P` r��, `9 O' � ¢ ♦ � — — — — — — — _` � o � io COND FLOOR SE'fBA �;�1 * � _ }63;5�.?O �%SE ' 60.43 � FND IP �� --- ----- ---- __--- _-- -- — _ _ � "' '"... i __>_�'""_".� . . ._....__ .. .0 _"l ` I . �� ' �¢� �'1-,� _ _"\\ _ � � �� 1 f -, �. . ` ,_ , � ' �� '��' �� — � — t° I I `�� I �' �'� ..-- (E) GARDEN WALLS '� � � �a� � TO BE DEMOLISHED '° 'I 1 " tEl} I ,�t�; ` (DASHED) , � I ,� GR TW 83.71 �d ' I � ( �. � � t� x;, � 1' � , � _.mpGt� � � ��— __ � i � � TW�� ; �R � _ _ s� 4='�,�-- i _...__.,,, i _R,+.� i . '�� rweaee 1 _ r t;I � v v r� v < m r�n i, 1` � �, ,` � �` �' ,' , � �I i architect 1317 GRANT AVE SAN FRANCISCO, CALIFORNIA94133 ARCHITECT CA LIC. 30906 T 415.495.6254 jag�jeBalangard.com www.je(falangard.com �� NO. DESCRIPTION Y X�111%/ Y'Q''� \�/— PROJECTNORYH 1i\� J�� ,�` �� X`.TT �, F % r �� N C', � �'N � �ie� � �m � ��`, Johnson 9 ', Residence 9 A � , __._-______ z � � � �49 � ` C 60.33 �� 1 PZO��G Pepper Avenue ��Q.�"' Burlingame, CA 94010 t 82'-7 1/4" � 208.10' N 50° 03' 24" E _ � -� � u. � -- r� -_._-�- ____�__ _-� -� .� w .�. _.- �._ _�-._ v-d- d-� -, _ w �. �-. � � - � ,,. � — — — — — — , ' I�_____ �� I ' II I I I I I � o I \•� I I I y I I I I I � � I "___'_'_- � / 10:12 ` � � \ � (E) RESIDENCE 1 STORY I OVERCRAWLSPACE � s:�2 -- E / � W � � I y "o � � y �N i f � i i i / i�� , i/ i ` � 311�-6" Y iJ�-7 ! ��P CAL�FO 439' � 9•_2• � 6•_9• T t62,�4• � 2 - Site Plan Pro osed Ao .1 � SCALE 1/8" = P-0" i aeru�a xaar..a� aMnaa mam�am�..aa x�amxrt�ceb ..a�imewea�za.�e.,ma.�wwda,a, r«�.eo�a�wm��w�.rro�wmms . r�e�a�am..z� .ree a,u,sewa�.ao.xro�. �.amna� ,�w�r.wae.ww,��r�ewnan � axrtnr,r.ma. vam u�aw...��w�aw�m �,ee�«oso.�,aeAaa axanMn�. w ��ro�,aa wmann.»re«��.�nadnc9�u�w,��. oiFvruaucr+m. ^ ' PER SIDE YARD AND +i �\ DECUNWGHEIGHT � ,` VARIANCE APPROVED 1989 �� 1 ��, �� 'I DETGARAGE � � '1 * � b� HI ' � _ — �9 � _ �— — _ _ �_ _ . 1 � ��. � _ _ — — (N) C,AR�EN -' TRELIiSIESS �1 � �--� THAN 80.SF 1 149 PEPPER � 1 STORV OVER �� — ^ .� ; PARTIAI BASEMENT 1 ( .:;� _ _ TR)ECL�L SDt 82 S�.` J % ' . . COUNTSTOWARD LOT COVERA6E %% � �� 's ;;T;�� L � �/ � ` l — — — — 7I6/89 REDMOND WALSM ftCE RECORD OF PLATE NT. ESTABLISHES SECOND FLOOR TOP PLATE Q 33.1' ABOVE S.E. CURB ESTABLISED @ 60.14 PER SUBMITTED SITE SURVEV =9324' TOP FLOOR PLATE HE�GNT 151PEPPER 2 STORY RESIDfNCE t372fi FLOORAREA ��tp.�� ;,'� �.r� �rN `y n�P f �- F A*:,;�f � l 1 i� 0 � �� —11 _ � ` ' � l '�_____=___=_" � ' �-� i =__"--__=�`"� � �/ /` 110 sq fl 12 HIGH PORT70N OF TRELLIS � " �� —� ' �°'i i� � I I H REMOVED PORTION t76.9' � � � ! � � OF CARPORT _ - - ` � i _ _ _� - � � � I _ _ , — _ _ _ _ �-- __ I I I I � I ' � L— J � I S72_APRIl21 19� S1=E P�N --" — - ''� � ! F � � � i I I i I � _ _ _ � I I L — — J I � _ � I � I ' � I % I I I I ' i I I � i i J � I i � i � I I � � — — 1 �� ' �' -73 SF AREA OF FRQNT PORCH 6' CRAWL SPACE DEMOUSHED (OASHEO) �k, �oT�/ �gro� --<,.�. .,,,� 0 8\ � 2,483 sq ft ENTRY FLOOR AREA �s�'" " AVERAGE SETBACK CALCULATION . EIIMINATE SMALlEST 18.3' ELIMINATE LARGEST 96.5 AVERAGE SETBACK= 20+752+23.9+76+63.33+72i80+75+68+59.3+i8.6/it= 57.4 AVG SEIBACK SETBACK TO CLOSEST BUIL�ING ELEMENT 30" ABOVE FIN. GRADE (N) TREIUS/ENTRY AREAS 332 sq ft architect 1317 6RANT AVE SAN FRANGSCO, CAUFQRNIA9d133 ARCHITECT CA L1C. 36906 T 415.435.6254 jag�je8alangard.com www.jetfalangard.com N� DS CRIPTION I 11 •�� ! E I__ --- -- �.8 L--------------------------- - _- -------- -- —! --I . — — � ' sq ft FEATURE 30" ABOVE GRADE �- -� - ohnson � 9�-T j �,,, _ � � Residence '� .,. �� - ��, �� '�� +79�sqft7RELLIS � � (�� I � , � ; � � ,: r� ` EXISTING FLOOft AREAS RATIOS AREAS OF ALTERATION � � T � e3 s�rt7REws , � � � ''� , � , . � � � � � � i "%� 340 CaARAGE/ PAVILIQN (E) � 752 sq ft{E) ACCESSIBLE CRAWL SPACE 6' ClR E W (N) TRELLIS/EN7RV AREAS 332 sq ft ' J ` / `t{ ��ED E �� o �« � 9 � � .�_� � � GARDEN TRELLIS+ 82sq ft � �� % u � " "g� ¢ 7/3 73 ftRY 182 Sf CARPOR7 ELIMINATED �- � ' �-;� ; � � � ; _ ' - �� _J �� 2.483 s4 ft ENTRY FLOOR AREA ,.i.��.� ... �..�i.. i., ..�..�.�., <. .%. �i..�. �. � :.- � t� �,� 45sqft(N)+17CEILING(o�BAY � � ; �� Peppel' F'-�t/eC1�V+e �' 419 sq ft(E) CATHEDRAL CEILING 12' . � � � .-� � 340.21 sq ft DETACHED GARAGE — — -- 45 sq ft(N) BAY WINDOW � ,, Bu rl inga m e� l.�Q 305 sq ft Crawl space Excavaled > 6' headroan � "`�``.`: �' � ' �� T� s--------- ---- ----- — --- — — -- --� � 94010 FLOOR AREA RATIO CALCULATiONS — 4� sq naRCHwnv (E)70 REwuiN LOT AREA PER SMC 10,230 SF PER SURVEY 10,230 SF LOT AREA MAXIMUM ALLOWABLE 32 /+ 7,100 = 3273+��pp=q373 SF � UP TO 4005F DETACHED GARAGE (E} DETACHED GARAGE 340sf < 400 sf � �sz g CARPORT TO BE DEMOIISHED 2483 S.F. (E) INING LEVEL+ {EJ BASEMENT WITH 6' CEILING HEIGHT 752 +(E) 12' CEILWG 419 = 3661 + 233 COVEREO CARPORT = 3887sf 5 4373sf 40%= 4092sf MAX LOT COVERAGE � PROPOSED CHANCaES EXISTING LOT COVERAGE �'� + 232 SF (332 NEW TRELLIS ADDITIONS -100SF RE�UCTION COVERED PORCH) APN 028 263 060 � � BUIL�ING FOOTPRINT zaa3 sr 1.OT COVERAGE KEY EI.EVATEO FRONT TERRACE 3Q2 sf �-7 t 305 SF ADDED 6' HIGH BASEMENT STORAGE �, (E) LOT COVERAGE TO REMAIN UNCHANGED Site Area �� DE ACO ED GARAGE 340 sfi �+155 (45 SF CATHEDRALCEIUNG @ BAY+110 12' HIGH PORTION OF TREIIIS) Calculations & Lot r�-192 SF CARPORT ELIMINATED EXISTING TOTAI = 3358 sf 5 4092 sf (E) lOT COVERAGE AREAS TO BE DEMOLISHED Coverage �_� PROPOSED LOT COVERAGE `� -73 SF OF BASEMENT DEMOLITION BELOW (E) ENTRY ��; PROPOSED ADDITIONAL LNING AREA (8AY WINDOW) ��- 7 �- 7 5 F"`' BUILDING fOOTPRINT 2483 sf NET CHANGE OF + 427 SF FAR = 3887 (E) +386 PROPOSED = 4314 SF<_ 4373 SF ENTRY TRELLIS 3.iZ Si --- Ep pRC 5 N _ � Site Plan FAR SCALE i116" = P-0" ARCHWAY 4� sf ; ADDITIONA� GAR�EN TREILIS COVERAGE �,+ �> OETACHED GARAGE 340 sf `---' o jeff � BAYWINBOWADDITION 45sf � alan LANDSCAPE FEATURES 30" ABOVE GRADE 38 sf gard Note total habitable basement area = BACK GaRDEN TRELLIS 162 sf �__ � PROPOSED LANDSCAPE FEATURES z30" ABOVE GRADE � oaosos � 985 sf conditloned space q B�. z-ze-n � PROPOSED TOTAI = 3441 sf <_ 4092 sf rF o�, �A��e°e � Lot Coverage CaEculation A� . Z SCALE 1/16" 1'�0" IBtle� .wnoyrzMSmtMw MdQwmxp�reM d.lul/Jan(]utl artNM.NrtImEweraae�J.e+oMe4aMOCMooeUex .IbredsaNbmxarta �IUAMusdmdecbsMb�nOason.kmmme[w3unWeiwwartikMfwx�ktr.nw�rtibrw�dMA�Gatl.fb'nU�eeeCxr�w�bwM NNrotWwiaEneEa Iu1MMvris.Ne ed# v�eDbvpfd�thewibnmraMWJA6ercXbUun.OJEFFK/uYG4R0. ___—_ --_--_—�_�__-__ =-_--==-__—__-=_ _.... _ .._..... _._.._.__._._.._ _......__.._._....__...._ _..--- ___ =---_=-_=—_=-=__—__=-_--_ __ _.._ _.. tes[ — —� — — — — — — — — 82'-714" tezt 8'-91 " ' 12'-212" 5'�7/4" '-2314" 12'-17/8" S'-11/4' 14'-11/4" 14'-3" ..... ... ,. , _. ... . , . . — — — — — _ — — — — _ — — — .._... .. . .. . _.._.... .. .... .__—. . .. _ _ .. ... ...... . ... ... ......... . _......... ..._ _ . ... . . . . ..._. ........ ......_. . ..._....... _..... ........... ....... ... . . _ .......__ .. ...... .. (E)M LOSEt � x:.�, PRwecrrvor.m � (E) IAUN RY (E) BATH � �'��(/._�� p'g��}.,� (E} STUDY / �� \ � � (E) M. BATH N A'�` r,° �� '�\�� ^ ' I �, � � I "' � (E) M. 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(E) RIDGE SKYLIGHT i ! i I I � I� I, (E) IE) (E) �I i� -- � � � I� �i (E) West Elevation �q a �n�.umv : METAIROOF architect 1317 GRANT AVE SAN FRANCISCO, CALIFORNIA 94733 ARCHItECT CA LIC. 30906 T 415.495.6254 jag�jefialangaid.com www.jeffalangard.com RAISED CONC. RETAMING WALI N PAINTED WIRE MESH FENCE �— �� 0'-0' FIN. ENTRY LEVEL { � Q IANDING 30 " MAX ABOVE PLOOR REfERENCE ELEVATION YIVING WALL' WITH VINES ND. DESCRIPTION 1664 CUBIC PEET OF -� EXCAVATION THIS AREA �� =81 CUBICYARDS __'_ ____._..'.__. _____—__—________—_______.._..___ . ...___....._. .._...__.______.._._..___ � 28' X 28' CRAWL SPACEACCESS -I�- -�- �I -!- -i- -s- REMOVE (E) PONY WALL CRAWLSPACE ADJ GRAOE 5-0 MAX ABOVE ADJ. GRADE TO PACE OF (N) CONC ALIGN TO (E) FOOTING }_ ...... ................ .yt�. . _...._._....__....... 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ENTRY LEVEL 30" MAXIMUM ABOVE ADJ. i FLOOR REFERENCE ELEVATION GRA�E �, � METAL RAILING . ._ _____ _ _ _ _ __ _____ __ ____. _ _. . _ _.... . . __. ._ ... ....... . ....._ _ . .. .. ..... .. .. ...... ._ _ . __ _. _ _'.. . _ ........ .. . __ _ ._ ____. .._. .. .. ..... . .__ . . . ._..... .. . __ .. . .... ... .___ _ .__ .. _ .__ _.._.. ... . . _. ._ _. ..._.. .. . ....... _ ... _..... . ......_ ._ _. . .. .._.._ . .. .._ ._ .. ..._... . . . _ .. . ...._ _ _ _ _ — _ _ — _ _ — _ _ — _ _ — _ _ _ _ _ _ _ ' _ _ _ _ _ _ — _ _ — _ _ — _ . _.. ... ... _ . T : IPE' WOOD DECK � I .3 ,+ WITH PLUGGED �� TO FACE OF (E} CONC 1 � ., .� FASTENERS � �� I j .. i : ...... .. . _ . ...... .. .: _..._.._ _ _ _ _ _ — — �.......... _..._ � ... .._...... ......_ _ _ _ — _ — . ... . ......... ..._..... _. .. � ..._. . ... .. . . .... ......... .:.::.� .,� .� .. .. ........ — _ — i • I i , � a �� IIIu nuliu ii� II a 9 (E)LAUN RY ��(E)BATH � . . „ �� (E)CLOSET � III II II I II I�. II I I I ; j a NO WOR � � . . � . . . I � �' � (E) STUDY ' -"NO WORK ; � � {E) M. BATH � � � � .. ... . . . . .. I I II I II I I�r - E I I I I I I I I I I I I I' I I I I I � i'�.. . \ . � . . . NO W�RK . . . - - ... � i d , A .. . . . .. (E) M. BEDROOM : I II I I ......JI I , .. � .. . . . . . f , . . NO WORK _ \ ... . ... . , . . . I I II II I II I . �',�� A. .. � N6 WaRK � � .. Q. . 0 I I I II I I II I II II III I I II II ;'�. � � -� �-- --- -- -- II I II II III I II II " � � � � I I I II I II I I � �� . o � � � � � ' � . ; I I III II II III I I IIII �� E � .. 0'-0" FIN. EN7ftY L�VE6 . �. I I I II I II I I I � _y � 3� . .. �(�) BERftOE3M � FLOOR REP�RENCE �LEVRTION (� ., � I � II I I I I I I I I I I II � I I I I I � ��_ ' � � - ' �. � ��NO WOftK X� � ', O� TERRACE MATCH ��` � I I II I II I I_ II N �j�p ; Aq III II II III I IIII � �� AA j I . ~� � _ ___ .-.- �BAC�(TERRACE - �(. I ! I I III II II III� _ I IIII_ _ _ _ _ _ _ _ _. _._._ � a � ' �� I � �� I I I II I II I I I I I I I I I I I II I I I I I I I Z�'� .. (EjPDR �€ II I Iljl ii I I III, II �� II IIII �I IIII j �� € i� �--'-- J� iPil I I. �r -'�II I ........ ......... .. ._.:.. �. - � iPll I I � II I DN � i . . �� .... . (N} GAS tNSERT j . - .. 2.486.91sqft ---- � ---' - ------ -- - - l UJI I I I��. � F�� '. I II II II IIII II II II II a � �.(N)WETBAR � — i IIII I I II�I II I�..�. .3 ..� � � �� CABINET �� III II IIIIIIIIII II IIII � / . � . .�. "� _ � I �z' � REMOVE (E) MASONRY FIREPIACE q -> / (E)FAMtLY . . —��' = qNDCHIMNEYTHISAREA � N6 WQRk � � �� I II I I I I II II I I I II I I I I REPIACE WITH C�AS INSERT i ; . . ,; , '� : �' � ��, � � . . . .. � iE) LNING R64M '__'_' 2'��` I i - - pN ONCRETE COLUMNS � a � _ ` \ , _ � � \ �� _ (N) C � � ' l ' . ` ----- . . . . .�. �f I I71 I I � I j a _____ __ _ _ � . ' _ ' � V � �f II71 II I _ _ - I __�__ . : .. : � {E} [31NtNG FW. FLQOR REF. ELEVATIp� .�,� �.. R; �--- NO W4RK 3'-9" f �— DEMOL�SH PAftTiTiON WALL � ' � �. �. 70 OPEN (E) BEQROOM TO �'' ` . . . .. ON � � � �(E)FAMILYROOM , (EjKiTCHEN �� - - -� �-�--- -- .- .- -.-.-.-. ..-.NO.WARK.-�'� - � - -�---�--- - �2`--- - - - � � �� .. Lti-- . . . .. � . .. � �.� � ..... � ;�,,� �� Revised Living Level Ptan SCAIE 1/4" = P•0" �,�;,, �'� � �=� PROJECTNORTH ��l = l'r �T T�� # �.�� (N} BUILT IN CABINET .�.�.�.1.1 l.�.L�. � N II II II II IIIII I II II II �p IIII II II IIIII I II IIII �� ;j IIII II II IIIII I II IIII \�/ � � o �T I I�tl -1I I I Yl ff ii !`� Z � a, ifll�l 71 II �i iFfi p \� II!I II II IIII I II IIII ___ '� IIII II II IIIII \�� . IIII II II II DN . . ........ ._....__' i� ifill�l �I 1 fiF � fffiP � — 4�li�l =11 i� �( HiP IIII II II II II II I II _2 �i4� II I I I � (N) TRELLIS AB E Johnson Residence (E) SKYUGHT 0 �� C , (N)PAINTED METALTRELLIS z,4 FINISH TO MATCH (E} PAINTED METAL Q BACK OF RESIDEkCE TOP LAYER TO BE 2X4 ROUGH CEDAR (N) STANO W G SEAM METAL ROOf TO FAATCH (E) METAL ROOF fN COLOR AND PATTERN BACKADDITION �architect� 1317 GRANT AVE SAN FRANGSCO, CALIfORMA 94133 ARCHiTECT CA LIC. 36906 T 415.495,8254 jagQjeBalangard.com www.jeffalengard.com RE1fISIO1IS NO. DESCRIPTION �49 PepperAvenue Burlingame, CA 9401� APN 028 263 060 Revised Roof & Second Floor Plans (Nj lOW SLOPE STANDING SEAM METAL ROQF TO MATCH (E) Q 0 5 �� (E) BAY WINDOWS aSED ARpN' �u�' jeff � 2.a alan °j( gard '°` C-3�9�6 � w e ren.2�28-17 ? 0 �� F CA4�� p A� .3 neme�a Ma�nnaM �rv.ea mmaoam.,rc.�,e� �xaaw m�arnm�exm „da�re,��aw��ca.��a.a�aaewoo.da,w rM��o�sauo,�ommnwanma .�m.amm��. sa�aenn�eaeaa+eaom,aro am.r.m.«c«ea�w�uoa«..a�o��newrcre�w��xeam�ca.ca m�a«,.��ewm�,w� � ss�waea�,u�aa o-.sm�,a�me.uo weve�ears isaWawMwl6wwt6mmnxrtdJAGerW6cNre.GJEFFAtANGFRD. 96.475' = 36' HT _ t 17'�4 �f4" LO.R. 72 � � _� _ SE) TOP, Of PLATE_ _ '� (E�TOP OF P�P,TE t (E) (E) I iE) (E) � (E) �I Ii � I 9i f DS III �I,'��. I I ' �I I I I i E OS 90.475' = 30' HT architect � 1317 GRANT AVE TOP OF PLATE i. SAN FRANCISCO, CALIFORNIA 94133 — — — — �� ARCHITECTCALIC.30906 T 415.495.6254 jagQjeealangara.com Iwww.jetfalangard.com TOP F. FlR t74' � (E) Back South Elevation SCAtE 114" = t''0" (E) DS jE� F. FLR t74' 96.475' = 36' HT — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — . — — — — — — _ _ _ — — _ _ — — — — — — — t 77'-4 i(4" T.O.R. OF PIATE _.(�TOPF.FLR _ _ — — — __ � — — — — — — — 90.475' = 30' HT_ �,o � \ � i� � � �� ;!'� � '� � �� ' � i I �, � �� . I ' �i : �_ = � -_ I i � - � � E OS E DS . . � �� E DS � � � � � .. . . . � . � � � . � � E DS _ _. _ _(E�TOP E PLR t74' _ �� NO. DESCRIPTION Johnson Residence �49 Pepper Avenue Burlingame, CA 94010 - I I APN 028 263 06D � ' Existing Elevations 3 E Side East Elevation East , , � �- ��- � �- � � SCALE i(4" � i'-0" aSEDAqc�/ o`� jeff � alan y gard � `��' C-30906 m e ren. 2-2&17 9 ,� Op2 OF C0.�� Az.� AA'be�ti�ln' wm9ro�rMaremsental Mwitwumtniprebu ofJNlRbiiCnM" <ItibM:2lenCxva�amekC.c+yMeC,amf�i a bruxuna�uimm�nre]SonwMl�iv .NuneWmitlk.eaaan< ax Ma9t»usaJwti6W�an�tom wnRm:.urnr wbnxlb�rowxr»ittw:tnawMten ndJeR4MGara F' tlumnCocuniaibvtitlim Wik:xmu .vXr4notbeonsFfamJa 4�ceriondgamn Pba iriinnoruga�turmutis u1JNGerpvbv n�DJEffALPNPARP. � 60.92 El CORNER I � — — 60.43ELCORNERI 60.8'tELTO.�U�8FR8JECTED _ —`l =____-- _--- �------------------- — — — -- — --y 60.41 E�T.O.CURB CUT 60.475'AVG. CURB HT. 60.74 T.O.CURB � �E) Front North Elevation SCALF 1/4" = i'•0" 96.475' = 36' HT architect 90.475' = 30' HT �) TOP OF PLAtH _ _ _ (E�TOP F. FlR t74' � E West Etevation SCAIE i/4" = P-0" 0 - - - - �T - - . - - - - - - - - - - - - - - - - 310 I� - - - � t 17'4 1/4' TA.R. / . � // �. � �\ I � �III�IIIII ;� � � �� il� � � I I �', I II I I II I �� . � � �� I��,�I �I �il �'. EDS � � EDS � � � EDS � R�DGE BEYOND t97.33' _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ �� REPtACE (E)ASPHALT SHWGLE � I ' ROOf Wl STANDING SEAM METAL \ I ' ROOF FIN. TO MATCH (E) � �� METAL ROOF AT BACK , V 'i I (N) PAINTED METALTRELLIS � � ' OVER ENTRY STAIRS � �� I n�� (N) STAINED CEDAR 2" X 3" ROUGH ��` y ,H TOP LAYER OF TRELL�S �� -- - - - - - - - - - - - - - - - - — — -( 1 - - — ' _— - - — i � ,- - RETAIN�NG WALL BEYOND AIIGN >�� i.! I� I��J W/ (E) FOOTING 30" MAX. ( ` ABOVE ADJ. GRADE _ - n� - LIVING WALI BEYOND WIRE MESFi GUARD RAIL BEYOND —� - & STAINED CEDAR SLATS I - _ (E� TOP F. FLR t74' _ - _ - _ _ _ I N :� �` ° .t E ;��, . .__ _ - _ - _ - _ - _ - _ - _ - 373'-8 5/8' AVG T.O.CURB � �. a � k� . � _ �TERRACE� GRADE (DASHED) �- a-h { � �j � �'} -- ; �a�� s ��II -- . ._... _'____' _ -- '-_. ' �r� 4� ,�� _ � . . � . .. �.i .._. . .�...y� L_� . � REPLACE (E) HEDGE WI7H �`5r (N) CUMBINCa IW WALL OVER � METALSUPPORTSTRUCTURE 5'-0" MAX ABOVE AD,1. GRADE. SPECIES TO MOSTLY CONCEAL SUPPORTSTRUCTURE WHEN GROWN AND MAINTAINED (N)GARDEN RETAINING WALL FOLIOW SLOPE 12" MAX ABOVE _ _. .. __ ... �.._- -: ..,_.... �_....""— .. - ...__ ..... 3, 9. s� °� --- F �� O�, °o Ry� P �ADJ. C,RADE HIC�H SIpE GRADE (N) SLOPED GARDEN CUT AND FILL 2 Revised West Elevation ' SCAtE i(A" = P•0" (N)EMERGENCYEGRESS WINDOW NET CIR. SHADED Johnson Residence � - - - - - . - - - _. - - - - - - - - - - - - - - - - - - - r - - �E) TOP OF PLATE � I I -- I I � I I I � _ - _ _ - _ _ __ __ _ - - - - - -.�- - -_- - -_ TOPF_FLR __�_ 1317 GRANT AVE SAN FRANCISCO, CALIFORNIA94133 ARCHITECT CA LIC. 30906 T 415.495.6254 jag�JeRaWngard.wm www.jeffaiangard.com REUISIOIlS NO. DESCRIPTION LO, ApJ RIDGE t70223 _ � OUTLINE 151 PEPPER / � � � � \ / \ � \ � � � � � \ \ 757 PEPPERA�J. NEIGHBOR 70P PIATE 93241' PER 1989 DECLIN�NG HT VARIANCE - - I i � � _,_,__,1_ __..__._._._...__.._-.--- _._ .. . _ ............._.__ � ��: ...............�. .__.....___...__._._..._.._...__._........__._..__._ P�G �titi ..._..�-..__._. �.___'_.___._._'__--"'_._.-- 69��ePG - . - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ __ _ - _ _ _ - _ - - � S �49 Pepper Avenue Buriingame, GA 94010 APN 028 263 060 West Elevation (Ej O�.'1 �.'I S �SgDARCHi a� jeff � alan q� gard � `�w C30906 Q ren. 2-2&t7 ? 0 '9Jr, o� CA``� P Az.2 0 L �.� ��1 l l l l l l l l l l� l l l l l i l l l l l l,� �� .. .... (N) . ; tN) . . (N) . .. ...(N, (N) . � . (N, �..��... �. �.. .(Nj . � . � � � � � �! �-iE� �N> I. � ,� (E) 6S � E D3 �' � _'_ � _' _ __ _ ' '__ REPLACE(E)ASPHALTSHINGLE ROQF W/ STANDING SEAM METAL ROOF fIN. TO MATCN (E) METAL ROOF AT BACK (N) TRELLIS @ ENTRY STA�NED 2X3 ROUGM CEDAR OVER PAINTED METAL STRllCTURE � (E) TOP OF PLATE _ _ _ _ _ . _ . _ _ _ _ _ _ BOT. OF TRELLIS ASSEMBLY __ ENTRY BEYOND �� k � (N) EXTERtOR CEMENT FIN. L � COLUMNS@TRELLIS . _ . 7 '}�f ."fl� 5 .'" . �' y � {E) GRAOE BEYOND I � �-� ��,� � �'»{DASHED) �c.S�J��-I,��{�' ��d��,;..r�. �.(N)RA19E�PLANTEft 1 �architect, � 1317 GRANT AVE SAN FR4NCISCO, CALIFORNIA94733 ARCHI7ECT CA LIC. 30906 T 475.495,6254 jag@jeHalangard.com www.je//alangard.com NO. DESCRIPTiOtd Johnson Residence �49 PepperAvenue Burlingame, CA 94010 APN D28 263 �60 �J ..� Y7d'-0•P.f. � � � —�. �` x..�." ��. _ � � n".�'�-`:,+.' (E)TOPF.FlRt74' � , ' , � — — — — � — — — — — — — — — Revised Elevations — — _ _ . — _ — _ . — _ — _"g, _ _ _ , � ?t F_ � f� .t --- - .— — — -- — � f e — � i � .. t--� �'"'_ ' F} � � � � � �N� ; +' O 5 . '1 B _ '1 � � T q`C`' '`____ � iN) IN) �k � (N) � i�) � - Lk . _ ' a ' Q9CK �@T� - - " ____' _ __' '.--._.._._ —.." _ _ — — _ — — _— __ . � .'_" � ` SED ARpH _ t �7 _ d ---- ----�— — — — --�-- — —� — — — — _ �' '� 'F � � � �. a" Jeff �F _ , . 1 � �' I h; � �-�' � �� : � Berd �p " I I -- TH 6' CEILING HEIGNT �� ----- - - - - '- - -- C-3osa6 �' I / .: ` ' " -' — _'- -- � , ----- — „' _ _ z � � c � i ___ � qJ ren. &fl oe�i BASEMENTAREAWir_ _____ _____� _2,� ,_.____ ` ' �\ __' ____ _ _ _ . ____ '_' _-Y F°FZ Ay F 4��_� �------ � �� , , �� (N) BASEMENT PLOORLWE 3 g'-6• PIN. CLR REQUIR D ECoRESS � �� WINDOW NETCIft REMOVE (E)ARCNEO WINOW 3 REPtACE WITH VERTICAL SLOT �— Proposed East Elevation SHADED TEMPEREDWINDOWTOALIGNW/(E) SCAtE t//" = P-0" WINDOW OPENINGA80VE ■ naw. mamroew mamw�x.eeb or�u�u�ca�n xa:xn,�ima«aaooso-a.«w��a,�eoaMwwaa, «.��c:,��wenma . no�a..�aa.,,.�m. ..nna ee�..aaa��,amm vew,.wm«�o�a�w�wwww�.n;mo�rtnew�a�o.m+s.�a.row��mo. F mee+ma.�.�.wm owm mr�woea�,ueAaa wao�,a�.�.. rm �.u,aae: ,dmN�ere.nx��.�naance.a�. oiE�uu+cu+n. T.O. ADJ RIDGE 31�223 OUTIINE Y51 PEPPER � � - —� � T.O. AOJ RIOGE t10223 � 151PEPPER 9628' _38 H7_ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 151 PEPPER ADJ. NEIGHBOR �T6P PLATE 93241' PER 1989 pECLINING HT VARIANCE * ,__ _ __ . _ _ _{E) RI�GE BEYOND 391.33' _ _ _ _ _ _ _ _ _ _ _ _ I� 9028' = 30' HT —I — — — — — — — — — — — — — — —� I �'i I � — — — — — — — — — — — — — — — — — _ — — — — .__— REPLACE(E)ASPHALTSHINGLE ROOF W/ STANDING SEAM METAL ROOF FIN. TO MATCH (E) METAL ROOF AT BACK I I It 771-4' �, — I I 4 III I � � PIN. FLOOR 0'-0" REP _ _ ) TOP F FLR t74' - t13'-8 5f8" ATOC � ! I . . .� I��r ��nc '�. � Proposed Back Elevation SCAtE t/4" = P-0" fM I (N) , CALIFORNIAPRAME � THIS AREA TO EXTEND -- RIDGE LINE — — — — — ` I�I REPLACE (E)ASPHALT SHINGLE IROOf WJ STANDING 5EAM METAL ROOP FW. TO MATCH (E) METAL ROOF AT BACK I I(N) PAINTED METAL TREIIIS WiTH 2X3 ROUGH CEDAR TOP LAYER OVER ENTRY STAIRS II(N)BAY@STAIRLANDWG BEYOND (E) ARCHED OPENING Q DRiVEWAY BEYOND SQUARE � CORNERSFOft HEAOROOM REPLACE (E) SHINGLE ROOF WJ � - — - — - — - — - — - — LIVING ROOP SYSTEM � (E) DS tV — — — _ _ — _ — _ — — _ � _ _ _ _ . _ _ _96_28' = 36' HT _. � 151 PEPPERA01 NEIGHBOR �� TOP PLATE 93241' PER 1989 DECIiN W G HT VARIANCE _ SE) RIDGE BEYOND t91.33' _ _ _ �� \_ — _ — _ — _ — _ — _ — _ '� — — \ — — — — 90.28' = 30' HT LIMIT — _ _ _ i I ��\� \ � 6028'=ATOC ' i I .... i� _..—.� I � � DECUNINC., HT. � I I ENVELOPENO ; I ' , I', H GHTES PROPOSED q,l ' I i _ _ _ _ T �E) TOP OF PLATE �- s � Is (E) DS TiE TO (N) � �� ,�`� � SUB SURPACE � `t DRAIN LINE TO V �' � � .� DAYUGHT F- � fV '.�� C i�'. -�i ,3 � ,� J Y i,� lll ��I� I N' I _ ' _ _ _ _ _ j , � - 1 _ (�TOP F. FLR t74' � —II. q � . �' .. �"' ` — �` � t13'�85/S' ATOC i OPEN . � r . i � -. � LIVWO WALI WIRE ME8H � � � I 1 �� & IPE SIATS BEYOND H � , y � I JGis'(`N I �� , , � I :�-" 8%'�BE�A�K N D.S. � �� s� "� � 6 - 697�� K�'fW �� - � � r�.� €� - _._ _ _._ � ' f . � —� - r' � ___ —... ._... �. . .i-. . . ....,� _ -� _ '�` �� I �. � E DS I� � � LIVING VINE FENCE OVER I ��• �� METALSUPPORTSTRUCTURE 3 E GRADE FIRST�RISER TO REPLACE {E) HEDGE 5' � I � _.i' _ —_ I— — — — — — — �—� (� — — — — — — — — — — — — — MAX.A864EAD.I.GRADE �I I � . (N) LANDING LEVEL — _ _ __ _- � �. _ N GRADE �� \ HT VARIES 17 MAX i �� (N) RETAINING WAIL 12' MAX. i \ I ABOVE tllGli SIDE GRADE I `—�-- (N) TERRACED SEATING TO REPLACE (E) I' RETA1NiNG WALL AND STEPS W/ (N) I � 60.92 El CORNER � D.SPOUT OTLETS TO GRAVEI DRAIN 8ED — — — — — — — — — — — — — — 60.43 EL CORNER 1 _ _ _ _ _ _ _ _ _ _ _ _ _ _ � _ _ _ _ _ _ _ — _ — _ — _ — _ _ _ — __ = a-�._..�__._—_ 0.81EL�O.Z`U�iBfikZSJEC7ED --J --�------ ---------- --.__.��----= --------- 6028'ATOCPER 60.41 ELT.O.CURB CUT � e02 60.14 T.O.CURB PLANNWG Q�NN�C 2 Pro�osed North Elevation Front "��'� SCAIE tl/" = i'-0" — — — — — — — — — — — — — — — — — — — — — — — — — — — — — __ _._ — — _ ._ — — — — — 96.28' = 36' HT— — — — _ (E) RIDGE BEYOND t91,3�',. 9028' = 36' HT / - ---- (E) CEILWG PROFILE (NO WORK) �F-- _ � 7 1/2" FURRING STRIPS �- Q (E)JOISTS (E) CRAWL SPACE WI RAT SLAB 1"AIR GAP : ��___ = k k WATERPROOFING Q — RETAINING WALLS - MliiiDRA�N BARRIER ANO DRAINROCK WRAPPED IN FILTER FABRIC � d" PERF P�PE TIED TO FOUNDATION Of2AlN SYSTEM � DRAIN TO DAYIIGHT . � Section @ Entr Stair SCAIE i/2" = i'-0" � (E) UVING ROOM INTERIOR (N) FRENCH DOORS � — ENTRY (E) CRAWL SPACE WI RAT SLAB (E) FRAMING 8 � FOUNDATION , GWB fINISH OVER PURRWG W/ 1 1t2' RIGID INSULATION . . . . . .. ��. . . ._ _ . . .. .. .- 8" CONC. SlAB Wl #5 � �I 12" O.C. EA WAY 4' COMPACTED GRAVEL - STEC>O WRAP VAPOR BARRIER ---� OVER COMPACTED EARTH ORAPPROVEDEQUALINSTALL PER MANUF INSTRUCTIONS �I,. � -T_ � (N) PRIMED AND PAINTED TRELLIS ' WITH 2X4 ROUGH CEDAR LATTICE Q TOP LAYER ��. (N) WOOD LAttICE IPE LOW WALL FINtSH TO MATCH DECK BOARDS AND (N) PAINTED METAL RAILING CAP TO REPLACE(E) (N} PTDF Sl4 IPE DECKING - FLUSH SUNK S.STEEL CHALK LINE ALIGNED. WAX ALL CU7 ENDS & SEAI WITH FLOODCWFHAROWOOD SEALANT�OLI.QW MANUF INSTRUCTIONS (N) PTDP 2X10 TO REPLACE (E) @ RAISED DECK (E)CRAWLSPACE REPLACE R4T SLAB WITH (N) SLOPED R4T SLAB TO FLOOR DR41N DRAINAGE GRAVEL BED 6" FREE OF ORGANIC MATTER OVER GEOTEXTILE WEED BARRIER OVER COMPACTEDEARTH �#5 BARS 17 O.0 EA WAY @ SLA6S lf4 BARS 1Y 0.0. EA WAY Q WALUFOOTINGS � V 0 io (N) DBL C4XSA (SHOWN FINAL SIZE TO BE DETERMINED BY STRUCTURAL) (N) C7X9.8 (SHOWN FINAL 69'-3 3/4" MAX. SIZE TO BE DETERMINED F�N PAVWG EL. BY STRUCTURAI. . . - ---- (N)CONCRETE COIUMNS SUPPORTING A (N) STEEL TREILIS SYSTEM I REF FLOOR " "-"' - — — — � - - - ( ___________ __, . � ,c. f . _�'-0' MIN. CLR � - KING ARCH�TECTURAL ,� ��. � ALIGN W/ (E) FC ., METALS FORGED BOW TOP �p Retainirg Wail @ Top Landing � 7307013-325813-07013-315 i tY2" 0 ROUND PICKETS .. ,_, � HORI20NTAL RUN W1518X 1. " , � 1l4" VERTICAL PICKETS 48" .�: < O.C. MAX +:_.� . .,...� �-- --------- --------- --------- y-R . . , rY j � t. � s' � b, � a / � _-�� 3 693 3/4" FIN PAV NG EL. - - - - - � - - � 69'-1 3/4" TO�L ,'f� �� (E) GRADE 1 C Prmt Yard Pence PRECASTCONCRETE WALL CAP TB.D. (N) CAST IN PLACE OR SOLID GROUT CMU BIOCK WALL WITH EXTERIOR CEMENT PLASTER TO MATCH THE HOUSE (N) METAL LAl7iCE SUPPORT STRUCTURE 81W/HEDGE UVING FENCE @ PROPERTY Uf3E CONCRETE WALL CAP T.B.D. (N) CAST IN PLACE OR SOLID GROUT CMU BLOCK WALL WfTH EXTERIOR CEMEtJT PLASTER TO MATCN TNE HOUSE GRADE ( )IN RAL Ol0 RE- PRECASTCONCRETE CAST CON. PAVING SQARES � l—� k I J SAND SET OVER 2" OF ' F,'►_} _ _' __ __-SAN66VERCaE07F�(71LE.'__ _ �� ' WEEDBARRIEftOVERB' +- h , ., r.r. DRAINROCKGR4VELOVER i� FILL CONTAINING NO ROCK �,k � PARTICLES GRE4TER 7HAN 4" PLACE IN 8" LAYERS AND �#5 BARS Q GRADE COMPACT TOP 12' UNDER BEAMCOLUMN PAVWGCOMPACTT090% SUPPORTS OF MAXIMUM DRY DENISITY -(E) GRADE TO BE CUT AND FILLED (DASHED - (N) C6NCRETE FOOTING TO REPLACE f E) �ASHED TO SUPPORT(N)CONCRETE ENTRY STAIR fiG.75�R4DE TREADSINTEGRALCOLOR T.B.D. MORTAR SET _--__ -____ _ . .._____,. RETAINING WALL � "-��--- ___'__....___. -..- 12'MNCA80VE � �-- � • _____" �1 HIGH SIDE GRADE �----�---- _�, 3 5% �,� - � ............... architect 1317 GRANT AVE SAN FR4NCISCO, CALIFORMA94133 ARCHITECT CA LIC. 30906 T 415,495.6254 jag�jeftalangard.com www.jetfalangard.com �SIOIIS NO. DESCRIPTION Johnson Residence �49 Pepper Avenue Burlingame, CA 94010 APN 028 263 060 6 Revised 5ections 05_'1 �.�I � �5p,0 ARCHi o�' jeff c alan gard x �_3�06 � w e ren. 2-2&t7 ? 0 T� �F CAI�F P Az.4 u� mamba« mama�m..ne axn�c�c w:ca��aa..�.o,see.�aa�ana.woa�.,w+rwwa��o�ram.��.am�.r mre . naeamammsa�„ �, �a m,�»e«aemo.aro o.�.P.m.«m,co�aw�wwso�.w�rtn.waw�w�axxam�c>e. F u».�mc,��x�m.mm w� ��weea«��a�a, �,a�.�re. w uw.dw +nc�nn.»ne.x�o..,,,,nu�nce.wau�.. o.��u.wc,�tm. � 76 Side Yard Fence architect : 1317 GRANT AVE �AN FRANCISCO, CALIFQRNIA94733 ARCHITECi CA LIC. 3�996 T 415.495.8254 jag�jefiaWngard.com www.jeffalangard.com IISIOr1S DESCRIPTIOAI inson �idence 49 per Avenue lingame, CA )1� D28 263 060 den BBa ilion �u_'7 6_�1 � �SgDARpN/ u�' jeff c alan � gard � C-30906 o e ren, 2-2&iT 9T� OQ,a� �F Cp�� ►z•5 MW.�u mnuMshNmtMw IMahwneniweM otJMIWwQstl arctibrSaeleMxaeamW.uoNeE.aeMCewbOba faruaeonaMmm�nerMwiNMe Nwndssiltlaam •WAbnmEmQnWseEmw�v wnflm4ormfro�atbnWe4aarer+eMwMwrfeenoemuYwi✓JeRA4nCw0.F'� UeanEa�unw�bw4i�___MbMc' nWEeonaoereOa traonMsa��v.No inaU'e�Ni vnlMMwnEsnmiueYNJ�GertliMun.CJEFFPLPHMM. Street Perspective �� . -�, . ..� � � v� , �-��` � �� , � ac- s ��, a ` s � �� " �r , ' � 7. � �� : � s� '"` s.,: �z`�.�r��_`� � � �� `_ � '��.: � � �� z� Entry Stair Perspective �:. ,= � u '�'"� � ti �; � � � � ,! �� l s�/t> . � � � ° < , _� _`� , ., f ��'C�r i� 3 � , �= .�� Sreet Perspective ,�, � ��: � � ��.`. ` R .� v : e��,a architect 1317 GRANT AVE SAN FRANCISCO, CALIfORN1A94133 ARCHI7ECT CA LIC. 30906 T 415.495.6254 jag�}efla�angard.com www.jel(elangard.com F�eulsior�s _ NO. DESCRIPTION Johnson Residence �49 Pepper Avenue Burlingame, CA 94010 � � ' APN 028 263 06D �� Perspective �� ' Studies (1 J �p� �� o�_� �_� � aSEoaR�ti a�' jePf � alan y gard � `�' C-30906 a a ren. 2-2&17 d 0 ...... ... 9t� OF CAt`� P A3 . � NOTE: AT THE TIME pF BUlLDING PERMIT APPLICATION- Pians and Engineering will be submitted fw staring as requried 6y 2073 CBG Chapter 31 rregarding the protection of adjacent property and as required by OSHA. The foilowing will be addressed: a. The wall w of the proposed 6asemetn shall be propedy shored, prior to constructron activity. This ezcavation may need temporary stronng. A competent contrador shall be consulted for recommendatlons and design of shorirg scheme for [he excavation. The recommended design lype of Shaing shall be approved by the engineer of recortl or soiis englneer prior to usage. b. Ail appropnate gwdelines of OSHA shail be incoiporated into the shonng design by the wntractoc Where space Qermiis. temporary construction 1 able verlical cut for the sub� ct ro will be fwe 5 feet, 8e ond the horizontal benches slopes may be �tilizad in lie� of shoring. Maximum a low �e p perry () y f 'I r T o ed 1 to horizontal to vertical . In some areas tlua to hi h mdsture content / watar table ot 5�t wide m I be equired. emporary shores shali n i axce 1( ) g . flatter sbpes wiU be required which will be recommendetl by the soils e�gineer in the field. c. I( shonng is required, sDecity on the plans the Ncensed desgn professional Nat has sole responsibility to desgn and Orovide adequate shonng, bracing, formwork, etc. as required for the protection of 6fe and property durirg construclion of the building. d. Shodng and bra6ng shali remain in place until floors, roof , and weil sheathing have been enlirety consWUed. e. Stwring plans shail be wet-stamped and sgned by the engineer-of-record and submitted to the ciry for review prior lo consVuction. If appiicabie. indutle surcharge loatls from adjacent strucNres that are wfthin the zone of influence (45 degree wedge up the slope from the base o( the retainirg welq and or driveway surcharqe loads. AN OSHA PERMIT, will be obtainad for fhe shorirg at the excavafion in Ihe basement per CAUOSHA requirements. See the CaUOSHA handbook at: htp�:IN+ww.ca-osha.CantpolpuCs/osha userguitle.pdf GRADWG PERM�T: A grading permit, if required, wiii be obtained 6om the Department of Public Wwks. General Construction and Site Su ervision P Best Manageitaertt f'ractices for• t{ic Co�i�tructi<�n L�dust�,y -� , - _ ;� p '. "4 � s. a ``� � �f� � �y.� , �P�..._ � �� . ,7�u ,' Who should use this brochure? . Site supen�icocs • General cuofra<tors . }�3�mebuildery • Developers � �� .-Y.�� Water Pollution Prevention Program ❑eanWate ... ='��;3 Construction Best Management Practices (BMPs) Co�struction project�5 are required to implement the stonmvater best management practices (BMP) on this page, as Chey apply to your project, 3ll year long. A1ateriala & Waste :tianagement _''-�--'—�9. �� . � �-�mN d . N f rfaln a Nc,� ��f �, .�s ,��ron�; r::, i m� �, o�u a,.�r,��.�.m m.»�u,pi u�!A n. . .a��isr�irrva,�xrtrxi.a��.ai�hei,Snrniwihw �.t �A r :.1 L'v �t. �n i � v u,�l . i�i� J a�e� f_ tlun �}wr��i. fir�eardo , M ei Jtatr. 0 N.: t iR: vW (� 1. �.ii d ry�.: ' a al.vs.fuct.� I,iW �d � in ..iu�iu �'R "W .� N ci �i 3alt J Sm�c h�. .� � i A � 6- . v crc �nsppr+�nac�aimdi7 0 ...ud .xcrrl{cf m-,�o��r�,a�.�.a�H��n��,,,u�n �r.tt�� il Cr'i. . µqi � p . Q. end dM1v �.�I iv� �. D . a�M �m, i i,� �. � � h-�am. . �n,n�nr q7.. zmu�.i�r,i�.,az„�mµ.w.ni. e. �n� �, JC-vw �.po�i .ly��tl pw �.. it L Aa5 W rt i�, 1' �.. =1 _nccA w a�u brJxara! ca n 1.yucnci' for ka4. and a m ka .x e, fii:vd. .�. aec,ln�erta�anFatmon�h. :ILlos.io:rrylocaportabi uilms.ntl�napaa. � .ffWucnilv��x i.ac ni�)1 � ITi�p t tI �� dA.b � p m¢n R k � �at arN twhta e�f�i6( h.up.vtl.cn.n..a�»cyateFa.c �.r�s. �.aoe, s:�� n�.��a v�nc, c�c-) ��)�+p sc il ina ��dn'Idiu t� rn t avi�� .lnmw x: �( em.w gl rvx. e�xi :Ira:iinp Fl �icn os lin�renicen x-es�u. ('unstrvt unLnt vuuJVenmf�er Cltiuhir.,i�a�ul:n �a�ncflK�r<pcnir;��r.vm�ruSa�de.ab�ivcall :a�ix �wFnrn�lui aoicm»on.vui r:Simrn+dixh.vrgn u��n sii<;u`r.i ��nc.ini ��B.ic. :;1 Fu'e� [rc r.wtm �ny,vre: o-n�rint imm..hnuly sN a:�va av��time '.np.s..niflnns.u:x:ccing.keve:'uaednu�ur,mea M etesn��p [neting. .� Storm Drain Pollution Prevention: It's Up to Us t i San i�tateo Cnuirtv, sln� d tr� �aaport watcr direchly m I 1.�eks, San Pranci m Bay and the Aacific Ocean with� ut tre� tment Stormwater poliution is a�.ri us problem for wilSlif � Ae�ncient - ten«ays and for tk people who hve r� p Il ted streams or baylarnis Some urces of lhis Fx�llufon uulude sp11 ^J oi4 tuel, and fluids from vehiclee and heary equipment conetm<tion debris; sediment created by crosiun; L n israping runoff ronAiinfng p�tiddes or wctid lallers aM.i materinle sucb as u�d motoc oil, anefreeze, and pulne �+xodu-hs that pirople pour or s}rill into a street or e4orm d�ain. All of the cities in San A'f..h•n Cnuntv havejoinc�i t�n�,�ethec uith San b7arcu C t} � id the Cih�/Co�mh AssoaahonufC, m n¢s (C/GG) h� educate local res d nts nd buemmses aMi f�glit stomnt�ater poll h. J� s, by f�0��wing the pract ces d�scnbe.i in thie pumphlet. What Can You Do? Plmuiiir,qYresents Po(L�tiou ❑ 7rain y ur e iployees and subcontracrore. blake eh .. 6.. h e*v available m everv�ne who work on the wnshuchon s�m. Inform subcontra<tr�rn wtvut the n�nv e Wrniwarer �eqairemcnts 1nd the¢ reaponsibiGties. 0 Schedule�cavationandgradingactivitiesfw dry weather periods.'Co xluce soil ercmon, plant tempor.uy vegexati ai ur place ah r er<xiem m�troLs beEcvr nin beb ns. R�er to the C:4ti(�A Consinicriari B�biP (h�lir�c Hnndbnok �vww�asq �..y,..:mccr,Jbmp-6auibxk�s for pi oyer e.i ozion/sod nxnt conhol mea m e� ❑ Conaol the amount of cunuff croesing your site (especially duriiig excavation) by using benns ar dre�age dihhes to divert wuter Flow arouni tFx .sik�. Re.iuce smrmwater runoff vebcitii� lry tonshuCting temFw+rary checl� dams nr M:ras wh �re appropriate. Equipment !17anagement & tipili Control £� � �� f � �"��.' &;'fr �' �f ��;� Nn�n�,b,b„<a .�a r..w�R 'il �c-� . .. � W � N.i`ni �' .�\AYr.iiw .cn i� t� �i a s. a� s t� a: .�c�.i��n.��u�.��:i� a,a�vu�n�n a.niaz ivs�N. U Fi�c° I�o � A i m�ont amomb�bs �eo.v k n a bamM �.�a�vay Mom srortn d:s�nn ,c�a.�Pr�„a�� i��m��,�b., �.��.w. H�d-Rn-I dap fl ds..lia d �. . � 1� ��3r- k y'�rn I - : D. i� �- clm n ,..: I��mabuymeaiseo�a�w��ilrm s;lk � . �, .. .t kn...�rn �ka , v � �.�. O P�i rirr .xlei cq Su ::� e�aKvvCx. x�l�s^tu �;'R'�'na��s i� n ..)cvnny.,4u��v��nt. �p0i Pnr'e�t nnJ Cua�rM � x«ci�� s.�. � ii� �m a�a . , �ni � . � � i .. U Insp I'rrJq{ D f.{ IJ[ d 4 Tq�, i��. �y. t. a�n a��ni<.,c. v I pa wd ❑ iJa: �� II k k� � mmiio+etJ md dis�me of G� r i ni + _] th -6. .: fa : 1 fi tti: .��II-�i i;».b..iienW n.nM i.(ii�rtx� iiu�r�i.l.:� tnK...Mr. ., •y, i. > �w.iYi4.µ,i1k.1Jn- crii�,�e azt-k�ry.Ih:mu �eFh.hur�n�'+y ili � . � . �. O C'laa vv-Pit�o:.�iir� eeD.d�N�a3anu��tlu p:opN iy.��d 1 �� 3�1. _i ftep 6ifi��a�isp+IS umafistvy'.YculuKr�irN 6c law b:epnt �an sigaft.vumic�a.x oi i��u�tdw.. ,<maLc ia�ludin; ��i1 T,� rvpoa a spiil-:) Ddi 91I rou� w�,� <�,�,m.r Kmo�<o.�c z, r,�u,n� Ga�ma�'s �J�F�cc ot LscQzeac Servmn Wcmng C�ec (SW I 65�,^<u� (26 hws;. Good Housekecqring Practices ❑ Locate and prate�t storm d�aina in tt�e ��icinity of Hu� si0. with berms or filters. 0 Des3gmtr une wmpletely <ontained area (or ve6itl �� k np eh d. �fu I�. } and mutine ec�upnu.ne ma�nn n, s The. ie.�n,;namd ere� stu�i�ld Ne well awa} trom stmnms ur sYurm drain inlets, an1 L•rmed if necessary Make ma�or repairs off sre U i'revent rumff <ontaminafion at the w�e b} kezping mitennls out o£ the ram. Cover esposed piles of soil orcanstruction maeuials with pla�tic sherting or hmpnr�ary rwrfs. ❑ Keep pollutants uff exposed surfaces. Place hash cac.s and acyding ieeeptaeles araund the si� [e miniinire litter. ❑ Dry>weep Faved surf es �h� r drazn tu storm drains, cr rl.�, or cha n l� 7f pa •ement fius}nng Lc necessary u� I[ p. nSs or ahim tzctvuques to hap sediment anA othei Fuilluhants. U Cleanupleake,dripsandotherepills mmediatety so they do noccontam�nate so�l or growdwatzx or leave res�d�a an pared su�facc: Ure dry d an p nethoJs whenever prr.:sibte if tou mu't .. wa�.r, uu �u�t enough tu cle:ui the spill without runoff. ❑ Cwex and mai�tain dum}•sters. Check freyuenLiy for teak-v. Place dumpstere under crcmf.a u � with ta:rp,s or plastic sh��ting sc<umi.uoimd tfie outsi3e of t6e dumpster. A pinstk liner is ncommen<4d m pnwent Iea6age of IiquiSs. Neaer dean out a dum},ter by iwsing it down on the comtmction site. ❑ Make sure portable tailets se maintained in �d worldng oider by fhe lc. si�g cumpatty and that w stes aze disposed of pmperly. Clieck eoilen frequentl9 for leal6. Earthmuvin� Pacing/Asphalt Work �.:u... v-.rrn...'"_;�e .�.. � � '� � � � i �..:` "i�.. --»— ��C'�s' :� `�+,H w�v::.'�i Y� -: e".`.. c ;�, - �+ ��"z�,•-. � �.o ip 5ar�a: �i � � t �'�'� . , ue 1 a nF i: tm.ac ,c �.o .w;. �h,� a.� a� �Y�c UlcjwdubCr.utli8' 4 a.��o 'u�k fr., ... d , (L a•sc��;anu��-emr,_ �c.,,� mc,��.��r> n«,a.n,.��, OSrahr��rWidcnuapi - ' li M ul, 1'1�7 4� t�...i.uua 1., . anq�z � „��.t (. .. •�-wI.G.� aei.�a m^,I�vF�._rbc..J.dt�cr, `1('i,ii n.ici ' �uyry`nw��ni��h .�,.unnih.� s.swr�snea. =�ar� i��.sx,hres��i�.-�� 1R.mm�acsung �.gcaw ��d>v.:sa G:i%fsu pu+a�' -. aM�..iv�ei��vvcc+sar._s;dwaiwryien, OM +�aw'�J�'a.'imsN �yia � ��ImAupct ny+hai.a�mtt�pa.��nu�.. 1 r�.:.n.�nw m. u�� m.n�ed�iNy ��:b�a '� A � I� 4� K i-: a. £F 1 1 i N t�1r� 6 !�- it � f Y NY { H�11 :. M Sh- il I fi � I S.9 JK Y d 1 1 d V �kvo �twt�u.�, ( M4r1 tfi Phill � od' v e,l f vd ' �heNey al�\a,ctTvalit. C ID J tnu,�.wi.,,a. r.��.ntwmrc�!;na r 4h„rkina'i ,cu1 14u�:�. � .arm,n�,��Kn�an, x�-�an.�,.ik.xmn o:o-��,. Storm Drain Poliution from Consfruction Activities Co�utnaKk�n site; are cnmmon sounxs uf stunn drain pollutioa M1tateriaL and wastes thut blow or waeh into a sto�m J�aiq �¢utter, or shw�t have a dirx t nnpact on local �reeks ai�d weNa� is, San F a . sco Ba� a i tl� Panf Oc � A. a nntr m� t p� � pi t x af d�itL ^O "4�lEL �U '�h� { Y 4 ' - menta( dumaRe ��uu�A by ynur subcontraaors ur employ rs. ]Wa terinls aar1 Wnste Rnudlins ❑ i'racticeso�v<ereduction—odnim¢ewaste w�� „ or<te� �n i ehde�oniy tt� amnurt ynu ni<d k f � h tl �ob. ❑ Uee ncyelablc matenals whenever pmaible Aaange for p�ckup ot r�e}clable matertals such .: c< a�k. asphalt, �.rapmcral s I� t� det{r asYrs �le,ve�! veh •taeon, P F. �' ra A nrn:l vek 1 mamkruncemaierialssui6asu�itisl, .uinfnrse.t+aHer�e�,.vid hres U D'upose of all wastes and demalirion debria properly hL ny mns�tructivn matirk�le ancl wastts can h rt�cyc�d, uxluclinx wivent�, wah:r-ban.�d paint�, e i>hxie fluicts, brvken asphalr arnl coeicrete, wcnxi, �u�d clenr K{ ve�, �tation Materials arui d{:rLc tt�at cnnnot be rctiv<Icti mu5t h taken k� an ap(rropriate larxifill �>r di��xr-rd � as hararc3o�v ..�avt. Never bury wasie mahrials or leave tlmm in the street ur near a cmek or etream bed. lu nd.lit�re ro i�rnl gnnfing rsrat M�iMieig pmerrits, lfyow ewisim l t i�sturbeAaren taGa7s 7 ncre or nme, ,y�m roi@ rued b ohGun couerage uruier tl�e Stntr's iAnCiR� COit6dYMkiOH AG:{Uifl/ SfOYnrW�4h PCI'llt�t. 6i/onmMmn on B�r Gen�mnt Prrnuk arri Ee ohzrniud frem� die Sm2 Wuhy ResaurruK � nMrt Bm+nt's metrsilz: M�rl� �u,.untrrFeumLa.rag�arlrae�._i�.wnkrogrum.�hn,m,uvo / o„errocna.�amt lhwcu Hog 3 ph C f # R 'tll � e� � . a i � ,ax t-». m��, i en�. G��.n na.� � �wfih . ..!' M � T.1 �. f h. y � M� 1 l :N� �1 .-�II , r +� � i �M: 1 t k Ny �. u r��e n r� . �i n� m. �i..+� .uf niittAa.i.. f. oncrMe, C.r�u[ & �tortar .-ipptic�4ion E S✓ �� 1 '' rul.:� � i, � n » ��ts.�� .�..� s�,�� . o,oir�e,d.<i. � w�,n,,,,,. , � �.w�,�.:,.�:�.k.a � � �. J u�ztsd ��as�ut �Inre I � � UI � ' , �..m�� m. udm.�maime tlia� u�il �n�.. 1 .rl�uhi�.o �yc i i � �i tlr�mcu� t . �..linu�ul�y^e:o�s ::1 �4.._.uaah�.gcxa�aW aggspam p wa i ' _ i 'ngst��m drn :�tfl.w �� iNets md a gii:edAn. -sh�nwon�_&..u�ci .� a��n � oW,, a� m�a.A�e s n� �„��n��i a�aanp�en r�c�dy. [ andscaping � ��; � � ` A, _ JP � �.Fkdi..isW` ��i• fivm �.ind� �tr �� bl s.orms Mn' w'olar 5mr s1i 5 [�t-roulpl il kha�..i .a�iai��p,�le:.ai ym� «�� 7 [lsurn�u�i�e e�+�ia�x�q,notai�y n'aliFlp ta:t.m� � m w��Yin? da��.. h:f n� n ...mws. �r�in cmi �c.Lttu�{ uet w.y�`��1. 5malt Business Fiazardo�s Waste Disposa) Program Businesses tka[ gcrerate lese than 17 gallons or'''>U pounds of h�a>aidous waste per manth are eliKible to us. S N� t Co�nty's Very Sn,all Quannty Cd:n.an. P n, mCall(U"�O)bS56I7hraquoae, more inlc mu tic n or guidance. on d�: � �.al. �This brsr.hwr is on f� of pamphlets desnb�nr; sto�in d a� p otection mess��es (or cE�ific l}'�e oic�iiv.huctiun mduslry acti�� nes. (�fher pamphiets include: Lnxdscapui,C Ga�denin� an.;Yool Mnrntenattce Pu'uating u��d Ay.piirntium of Snivn�ks nuA AAlu�sives Fresh Concrete and htcmta. Appticntiun Aoahu+orL aiul Ya�ing Earth-Moving and neu,eteringActiviNes Heuzry/ Eq�dpmeret Oporatron r�..�,...' .^w.> J t£ F �<..e�.,>.F� _. SMC,'��'PPF' graRfWiv sckmn�knigce the!:mipi vma Va14�� UrLv� ftmx�ff ft�DuGm F'm'enm�� 1'm� n ta tlk onpwl na�uq�tarul a�etottlG. huehure. t�tCya d.1 ata r�,� �snr,...cn��R�e�rn\c�cM,�„�rn�m BhR4lPinel\SN Cu�emKwvt_upiae�wu2U1,1.Yw' flmMi w�14haM.f A��i•� Pafntiny, & Paint Remuval � i � ;' x�+.� ' , � �. a r� inecieso�o.eaa�o,o�v; a ss<v,��, c:�ne� a, �mx , .. �� a .. a� no an v r s . � �, ni i a � .:. � v�o,s�w,��,.i� , .,, y,s,. � t }: : t � 3 . t .. . !i� � - hk U k iry h'ral m� ..- i i �>:�.. ,.. , r�«ndn.,, r i s„ . � ❑e��a,�...�M�a,r, �tw.,n,�t<w, 0 a. ��or��n�x��u�ci-.�@ sY�: T 0�. it� i� Iu, �'rLoF k x1U'ry tl � .nf�. u n �r �: : ror �:a � d.:��ce .1 � � K� : �p' s _ad�m �s� � �t�liia .ii�n�. H''� M �. .. f cai 6y.^� �ui�� al rcW .=s a�:ne .. . �udca.ra�� rc. Dewafcring -f! r zE � � F. � .�y��v ..:� ��`� w� :lU f rv,;,� ..N �. . .yF ,e. i f �k g ry '.. t: 1 f -ry,' �: t 1 J�T:�r; ��J. W;�a�.� ._. IJ dJ� k i� '� I� .�id:capNx� n.�.u��er'+e_ff �iee6.uFms.� is ss�wry �-«'cr eull �nw: � . , ��... Jfhvr.�un�on �i�.fr�mofi�..v . I: _rco n0 d:sl�rt.�.i urcm. D V,h M,- -l< f i 1.-. �„a,�ni .r��. r9 �.. e my„�;�ry hafo:.3nc3a�;s�m6 ��cr:�� a s. �c� �u!td nvw�!ri Q�ai��. Fii:n�linn or �H•..;Mioa �� ;��f�s �.�k.« saua�m� eo� mny be rry��vcA =l fu v�r-n i�Eki��rv� or Pu.{�u.mJ �w..vi! � . ..a�l n� ic ?u�?cri:xNl��w�n�l v�ni�r�iR,xi Da ctci Puruy�ni y�r+�undu-a:w� �ivvy n'u:d !n F�r a�l.:n-iKt x:ai:iyul.vl.�fGri�e f;�r irretxiein �ndPr�il�<. �i.vFnnal. Spill ftesponse Agencies: Nun-erneryency calls: I. San �faMo Ccrunty E.ncironmental Health D� � sH ��1 IdHa d� N t H Hixind i�s7nf>rmatunkrbu�9ra_vr..es: (6W) 363-471R 2. Fnrstormwater poUutinn preve�tinn mfom�ationaixii addihonal biochwesu�sR the san Maceo Countyw�de W ater Pollution Previmtion Prograin'S web site at w.f!ow.toFt�v.ore or cnniact 1<xal smrmwah programs (vee list Felow'). "fown of Athermn (:ih� M Ueimont Citr o2 BrisUanc City ot Buxli�game Town nf Colma C�n of Daly Cin� (:ity of tiast Pale Alro Gity oF Foster G[}' CtyofHalf'vin &iv T n of H:ill b uf� C g f>4enl Pa k c�ry ��f at;unr,� City of Panfi<n "Cownof Yrnt�ila Valiey City of Redwwd Gtv C�ty <d San Bruno Cih of S n Carl<�s Ciry of;an Mamu City of 5. San Fancisro Tosen of Wcraiside CcYunty oESan Mateo (6..W) 762A541 ((,5(}) 595-i 425 (415) 50R41"i0 (E� O) 558-72'+0 (fio(1� �' 8&�8 (EEv�) 497 d7AJ (6�) 853.3797 ic.so� zrw-sz�o (650) 7 6-H2fill (b50)3'IS-7411 (0�0) i9D ;:911 {e�) z�v-_s s� (65U)i38-376: (650)i757-1700 (65U)780-7A64 (G50j6i6-7tk4 ��,} suz-�wi (65(t) 52'--^33U (65n) 877-A555 (G50)8>1-G?JO (fi50) 5�-731U 3. SanFrarciscoHayRe�;ionaRYater Qualin• Conhol 8�k�rd: (510) 622-2300 E.nergettey �:nfk oxty: �L Uial9l�t 2. Gover�un's(N(ice o! Fanertmncy Sxrvice.s 4�'amirce Center (2§ Iuwn): t-800-SSLT50 architect 1317 GRANT AVE SAN FRANGSCO, CALIPORNIA 94133 ARCHITEC7 CA LIC. 30906 T 415.445.6254 jagQjefialangard.com www.jeffalangard.com �1A�O1 i$ NO. DESCRIPTION Johnson Residence 1 4 9 Pepper Avenue Burlingame, CA 94010 APN 028 263 060 Best Management Practices � � _ 7 � _ � � �SgO ARCR,i o" jeff � alan `�( gard }� "` C-30906 '�` a ren.2-28-17 � ? O TF OF �Ai�F P QMP ae�e�, �a,omrea«a >�e,: a�. aimnr�,c+M�� r.�n.e�.,�ewn�mee.e..a.se.awo�,�mwa„w� � ��xo�..w�,a��o-x�,.a,ma .. no�d�a��m� w wainw,�e�os w�.s.�:.wwwa�w,,,+m�.w�w�rtew»na<�w�.,�diaanr�cac ram a��e«�.��e,wma, uwn� ,n�e�aww,�wmun tiw..,�e�� w ��,«�r.��r;, a�nc.�u.e�w« m�E�a�a�enRn. Q • 61.19 61.15' \ ` �O " l \ � � t0 �N 55�� ; � �') � �80.80 �`..1 I ' W' �� ' � �t �3 � N� " WM ' N �1��`} �O + � N �- �1 ' Y' N �O ' ' 'Z 80.9 � TC 67.25 ' � 1.33 � �.75 7C 61.20 67.71 61.35 I 1 I NOTES g�ip 81.39 �'' R ',� i , F�E�o S�R��N�. Pe�Eo�med d��9 Feb.�ary Z�,4 LEGEND � � ( 2. REFERENCE ELEVATION. City of Barlingome benchmork (f76 at t6e Q FCUND 3/4" iRON PIPE PER ' � '�� southerly intersec6on of Rolston Ave. and Pepcer Ave This be.ncnmork � SET CUT '+" ' �� hes oeer. destroyed bct was tled in by previccs sarveyiny by Kavanegh SET HUB 1� I Eng�rte=ring, E'�evaticn 55.41 (meac sea �evel 1929). � ELECTRIC METER � 3. LEGAL �ESCRIPTiON. Southeasterly i/2 of Lat 4, Block 1 os shown cn � GAS METER ' ' '� � "Map of SubdlJ�s�on No. 3 of Burlingame Park" filed it-20-190� AC AS?HALT CONCRETE � ` � in Book 3 of Maps at Page 84. Document CR 2004-176544 CO CLEANOUT I AFN 028-263-060 AREA 14230 SF 0.235 AC CONC CONCRETE I � � DSG DOWNSPOUT TO GROUND 4. REFERENCE RECORD OF SURVEY. For thls site, iiled 1-14-2002 In Book DSP DOWNSPOUi TO PIPE FF FINISH FLOOR 23 of LLS Maps ai Page 3D. We found the 2 front iron pipes from this GR GROUND � surve We looked for the bock iron pipes b�t they were obscc�ed by pp PCWER �0� E pROf[SSIp�� ' i t GU55 i . - . �.:. .. ....� �,��. P/A P�A G '-"-- '� -66:9 -�-W- P+J - `E'�>"'""` """'"' F R SDE C S R 61.0 � � � ARiIFIC1.1L TVftF 4 3 3 ��9ASPHALi �RIJ�WAv �(AC89.72 ...... ..... I" -.... :.-.: .. ti� r' . . OJ ft A I . �_i , �� ` 77 51 :: :. 71.73 .�.• .. 73.76 � _ _ ... \ F .., . . c; � � � GR T1.42 % CONVERim TO 3 '�� I' -- AR ORT WI'�, 78 � 88 �4 �0 ARFA VNDER DECK 1 �7W 77.52 . FOPYER CARAGE ' I 68. GtAY ROOM P_� I CORRJGALED I c ASPHpLT DRIVE'NaY (AC) , P-� ` -� ', � ARCHWAY OYER DPoYc ''�'. O TC 60.72 � 472.88 P'�.ASTIC ROOF ! _ I .i � iW J7.52 ' ..... J4 7 � , .. �„'' 74.0� 7.49 67.99 67 07 88.75 I" � 86.52 t ..,��-�.o ,� -.-��,:a ��;i i 74.01 73.72 73.47 6947 lF + +� fl6,i9...-.�.� �.._,.. - „"... ._.... .__.....-�:::: 63.2y�2c84,,........., - 8�.65 � osc � :+......-� _. .:.. _ ...... ___ _._ . -_..-�-_ - ..+> t .._ P�A " _. � �� ._'p.' . ,.; � ,.;-`�- -�:.-;� � �,-- �'-..-'* �„-�,, �-,i-...- �:,_ �.`�""'� �K ,'q: / �,-�. -�, � � -�✓�- �.- ,-,i v'v .. ..- . � v �. --� - �� , .-� . ,..__'V.'"Y"`t y �y�� r_so.a7 Tc sa�t 2 .. . _ ..- , .�_-�'�- _ _..: � ._--�� _�_�•-Tl�"_."� e � S _ �i ��. RE� C �j 2 ` R 80.31 _____ 82 � 6' HIGM W OD FEhCE , ! �..,_,�. . n_ ^ . _. � , � �� l� � � n �61. 3 ,-� . v ' �.%'� �-v' � �- �_ � � /� ��. !� � .. _ . _. _ _, �. _ -�,. �� _, _ � � � �._n , _�.��W I /.F✓� , �.. - t/'. . 1 y.� TC 80.81 60 ..�i. �_� � �^.0 - . �._%� ^.� � � �J�� ,--_ r_ 1. '��:\_. / ti.. . - _� ��_�. -�J ' �1 I ,� � 5 50'OJ'42" W^ 208 00' .. +' � � � ; � t ` r � ; � TC 59.28 .,� ,', '=j t4 1 ' TC 59.48 ' 11 _ _ _ S 50'03�05" W 208.20' -� ' 1 TC 59.32 � , ` '0 5 B iC 20 30 � ��T �GRAPNIC SCALE (FEET) t"=8' AT 100% � ' , 1 ,z ' 0 1 � , �' w `� , 1 ( g 1, ' � 1 ; �-+ i � �, 1 � t � �8 �� ' -` � re ss.ea ' __ ` rt ss.ae � l 1� �, 9.76 ` ��.. ' T� 59.8� , ,, I ' � ``, _-- ' _- ___ � = _-- 1'�� TE 66.1' ..---'� � SE�&�"�K AT_ 5 s' eicr+ weoo �ENCE N 50'03'24" E 208.10' -' �� so.a3 3 �� '_ _" -. � � � _ � � � � � � � � � � � � � � �T-'�.�. '�. -. � � ��-. "v�.�^✓�-'�.r^':T�... - . " . , TC 80.14 4 __ �t 78.2� � 77.89+ ��.��+�TW 77.33 P�� ' � �` 4 N'M ('� FL 59.67 � ` ..... - _ , _. . � 7W 76.66 � 1W 75.80 - ' v � � BOA21 �J � 1 1'�� 7W _ � -- - CSP OSP OSP OSP 67.08 l � 1', ' � 7W 77.49 '� ;� I... 77.3� --- GR 73.91 . . . . . ��'73.47 S' N1DE HEDCE 6' HIGH . 77.35 738 : o> i� �,:. �:�. i,,.. i-, .,: n, ii.. i,�. ��-. i,. ii . i��, i.. ii:. i,: n; ,:,. �i; i, i-.. , li.,ii,. i. r„ i,. i.,, i... i.. . ii, ii.,, i.: .i 0 � w �78.47 P A �7. __ - 78.75 � �+ � RAI�LWG � ��L.nn✓��. �� ...,._ /�_ i' ti �� TC BOA7 � � � � � � � TN \. g,s' P A .. 82 9 f.� �..� ^_�� _ i Z .".- � ` " . > ` 19" TREE P/A �^y7" TREE � � " 17.74.&i/ \GR 74.41 ��7`M 76.74 -..� S� THRE5��0�_6: � o� I`y� SN•�2� � 6� / CR 62.83 .AOCD HEA;ER�(FLUSH) 6130 � $O✓ � � i ,�60.93 6v.3fi � $ � CR 740t 73.82 i' 8740 -\ µ 81.78 li 3 it � TOP 0� \63.94 �'� i � 77.89 � � P-i67 � ��.�..{ i � ; � 74.59 FF 73.92 - � � i I P/A + �h6 �'iy � �l� 4 � �� a'a ,� 87 25 67.03 '�' �' fl0.82 TW 77.48 �'. FF 7407 :,�• ; ¢. � �\ `�W,9 � 7W 63.71 TC 60.i3 � ,�.� 67.23 87.12 �• FL 59.93 / ARTIFiCIA� TURF P�� , ra \ 1<� CR 62.St � �N � I c� a t o ,,`� .::. � . 73.87 + LANDS OF JOHNSON /� o n.7 i ,�. � �� 1�` � p 73.87 T ma I �� P/A . P/Ai:��. � � O , � ' TN 68.54 � }�� 'n FF 74.06 f"IREPIACE - .� � 72. 70.B4 ` �y.9�� IAWN � i6" AG , }/ CANC .�\ i� TN 63.BB f U 1� J ; � 7W � � 74.57 . POLISHED SiONE GRAVE_ (�APlZ) 67.44 67.78 �. , ' � GF 62.68 �'m � /' � � i d' . _ _ OSP ii i z _ 6tCG. W.i� � ' �' � � � 80,�6k 1W 77.50}'r"' �.-E 73.60 ?J �� I'� 61_40 !� � io � \� � ,,. ': ..�. . . SP . �.7J.97 73.79 p�p � ¢4 BE_OP A � �e� B808 �jg 64.�. iW 84.08 I�, � o �2� 3. Sp-� N //� � � 74.3� j� 71.07 n �z �t..i ' TY 7�.50 -- � FF 74.08 � � / �/ � 84.4 GR 6Y.88 � i � + � � TOP OF -CJTER E�GE ;8892 /` � � � • Z 1y�� C V -� � ��R� PA� � CONC T�+RESHO��Q Q Cf DECK 6fi92 6 5.� 5 8 4. 9 3��+ 6 4. B J 8 4. 2 � 642t ��I ELEC ., + ,i.; ,;:.i, _ J.__ . /.,�74.t3. . , �, .:. ., .,� -„ ,� ... ., FF 73�95 �1D73.28 A� 80.77 ' �j�+77.34 .7434 �fF74.34 :; 74.12 .. . .._-_. 73.78 . ��;i ,i .,i . ..i .i , i ...i �,i.: ��-,�.i :ii,i. ,. .;,�. �i �:,i ;�ii:i -..i -.�i i .i , �. �1�- 561 PI� �- . 1 I�I � 80.68 TC 60.65 � 74.J7 � � a GR 630 �� '.. P/A . SLIDING :; � - 86. ... .......... 4. . _. . ,.�.4 J� __, �� ......._ .. ___ . _ .....__ ...... =�L-_ .::_ 60 63 R 60.20 ' y. dense bemboo in thot ore0. 5. UNDERGRCUND UTILITIES. Shown per surfoce evidence ond record maps as avallable, may be dlfferent than as shown. At least 48 hours before digging, coii Unde�gound Servfce Aler, (800) 227-2600 to hove them mork unde�graund utin{Ies. , � PUE PUBLIC UT:LITY EASEMEVT R/W RIGHT OF WAY ROW REDWOOD TREE SSMH SANITARY SEWER MANHOLE TC TOP OF SlAB TP TOP OF PAVEMENT TW TO? OF WALL WM WATER METER WV WATER VANF �`�e`�-�� ''R `�y� KAVANAGH ENGINEERING �: �� yya 708 CAROLAN AVE. BURUNGAME, CA 94010 650 579-1944 �" No, 20858 OEREK O. JOHNSON BURLINGAME, CA f�'� q * Exp. 9-3D-2015 */ APPR� CLK 744 PEPPER AVE. 1 - 1 1 Charles L Kavanagh �'qrE��,F��•p RCE 20858 �: °'S, B,� TOPOGRAPHIC MAP �'"a8' JOe. 1356 BR QaE JOHNSON 2-24-2014