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Home My WebLink About1408 Bernal Avenue - Plans0 GONS?RUGTiON HOURS: rvEEKDAYS: �:00 AM - "f:00 PM SATURpAYS: 9:OOAM - 6:OOPM SUNDAYS AND HOLIDAYS: IO:OOAM - 6:OOPM (SEE U�'i 0= BURLiN6AME MUNIGIPAL GODE, SEGTION 13.04.100 FOR DETAILS) GONSTRUGTIpN HOURS :�N THE GIT' PUBLIG RIGHT-OP-WAY ARE LIMITED TO WEEKDAYS AND NON-UTY HOLIDAYS BETWEEN B:OOAM AND S:OOPM NOTE: GONSTRUGTION HOURS FOR WORK IN THE WBLIG RIGHT OF WAY MUST NOW BE �NGLUGED ONT HE PL.ANS NOTE: ANY HIDDEN GONDITIONS THAT REQUIRE WORK TO BE PERFORMED BE�'OND 7HE SGOPE OF THE &11LDiNG PERM��,T ISSUED FOR THESE PLANS MAY REQUIRE FURTHER U1l' APPROVALS iNGLUDING REVIEW BY THE PLANWNG GOMMISSION. THIS PROJEGT WILL BE GONSiDERED A NEIN BUILDIN6 BEGAUSE AGGORD�NG TO THE UTY OF 6URLIN6AME MUNIG'�.PAL GODE, "WNEN ADDITIONS, ALTERATION OR REPAIRS WITHIN ANY 7WEWE-MONTH PERIOD EXGEED RFTY PERGENT OF THE GURRENT REPLAGEMENT VALUE OF AV EXISTiNG BUILDiN6 OR STRIIGTURE, AS DETERMINED BY THE BUILDIN6 OFRGIAL, SUGH BUILDING OR SUTURE SHAL� BE MADE IN ITS ENTIRETY TO GONFORM WIT THE REQUIREMENTS FOR NEW BUILDING OR STRUGNRES" THIS BUILDIN6 "4U5T :.OMPLY WITH TNE 2013 GALIFORNIA BUILDING GGDE POR NEW STRUGNRES. BMG 18.O1.020 ANY REVISION TO THE PLANS APPRO��/ED BY 71iE gUILDIN6 DIVISION MUST BE SUBMiTTED TO, AND APPROVED BY, THE &11LDING DIVI510N PROR TO THE IMPLEMENTATION OF ANY WORK AOT SPEUFIGALLY AS SNOWh ON THE PLANS. SiGNIFiGANT DELAYS GAN OGGUR IP GHANGES MADE IN THE FIELD, WITHOUT GIT( APPROJAL, NEGE551TATE FURTHER RE`✓IEVv BY GITY DEPARTMENTS OR THE ?LANFIN6 GOMMISSiON. INSPEGTIONS GANtiOT BE SGHEDULED AND ✓V'�LL NOT BE PERFORMED FOR WORK THAT IS NOT ON THE APPRO`✓ED PLANS. DUE TC THE EXTENS��-✓E NA7URE OF THS GONS7RIJGT��AN PROJEG? THE GERTIFIGATE OF OGGUPA�GY WILL BE RESGiNDED ONGE GONS7RUGTION BE6�N5,. A NEW GERTIFiGATE pF OGGJPA�GY WILL BE ISSUED AFTER TNE PRO�GT HAS BEEN FINAL. NO OGGUPANGY OF THE &JILDING IS TO OGGUR UNTIL A NEW GERTIFIGArE OP OGGUPANGV HAS BEEN i55UED. A GONDITIO� OF THIS PROJEGT APPROVAL IS THAT THE DEMOLITION PERMIT WILi NpT BE�SSUED AVD,NO WORK GAN BEGiN (iNGLUDING TaE REMOVAL OF ANY &iILDING GOMPONENTSi, UNTIL A&11LDING PERMIT I-iA5 BEEN ISSUEG FOR THE PROJEGT. THE PRCPERTY GWNER i5 RESPGNSIBLE FOR ASSURiNG THAT NO WORK IN AUTHORIZED OR PERFORMED. THE DEMOLIT�ON PERMIT WILL NOT BE 155UED UNTIL A BUILDiNG PERMIT IS ISSUED FOR THE PROJEGT. — ,� 'I i ' �i�l � __ � � � . . _ r r . , , � < �- I -��. v a.� J1`�- t.. GI G+ a U'b I __ rya34 - 052u o51 -- �� t��--I �'o�'��rj,_� � �� ,� I �}''� [' Y��", I 0� I �a C A� I c � �� . _ � J ��n �� :. I I � r bmr, .{ .� �� .� 7 r'J�� C' �.� �� .�.DRc��I:<�I•+Il� u � � ,. I � � — II ._ . �_ — `� �i��l-_ � � �; OSB ^� J- y057 v05b� ,lJ" .. 1 . J �\ � �1,� i _ �� _ ; '-' �- i s C y �. , �r�� - 1 `�1� _ � � ��, �J� �, � .t`" vi ��__ �� . _1 �. n � �� p � . ��. , � ' e�,� �,.,� �, A PARCEL MAP I 4 RAFFERTY RESIDENCE BURLINGAME, r< ,�� r . ..� ` 1^ � \ `'�. .�4.. \��i.1lt,�� i��' ,��!> � _ �_ ' CALIFORNIA � � \, � \ � � � � � \� PROPOSED FRONT ELEVATION FOR ARCHITECTURAL PRESENTATION �� t +�x� 1 �d:r�.:.r �w ..+�, -..�11�i �� e. �l�' � �,�r'; �� ,� :. �4,i• i �.� y� �, � � ,:., _ .; '�' .�._.._ ., �. " , W�4'�,:, «�,. �. j . � � �. �.��. ,�� " � :,��,;- � � � \ • ! ` M ' '�,�..� . r � ��!� VICINITY MAP I 3 SHEETN DESCRIPTION A0.1 COVER SHEET, VICINITY MAP. PReA CALCS, �NDSCAPE CONSULTANT SHEET INDE7(, L-1 LANOSCAPE PLANS A0.3 AREA PLAN L-2 LANDSCAPE PLANS A0.3.1 NEIGH80RHOOD CONTEXT ANALYSIS L-3 LANOSCAPE PLANS A0.4 E%ISTING AND PROPOSED SITE PLANS CIVIL AND SURVEY CONSULTANTS A0.5 AREA CALC SHEET SU-1 LAND SURVEV A7.1 EXISTING MAIN FLOOR 8 LOWER LEVEL UEMO C-i GRADING AND DRAINAGE PLAN PLAN WITH DEMOLITION NOTES A2.1 PHOPOSED LOWER LEVEL FLOOR PLAN AND MAIN C-2 EROSION CONTROL PLAN FLOOR PLAN P-1 POLLUTION PREVENTION SHEET A2.� PpOPOSEU SECOND FLOOR PLAN & PROPOSED ROOF PLAN A3.0 E%ISTING WALL CALCULATION SHEET A3.1 PROPOSED 8 EXISTING FRONT ELEVATIONS A3.2 PROPOSED 8 EXISTING RIGHT SIDE ELEVATIONS A3.9 EXISTING REAR ELEVATION 8 BUILDING SECTION A3.4 PROPOSED 8 EXISTING LEFT SIDE ELEVATIONS A4.1 PfiOPOSED SECTION A5.1 EXISTING GARAGE fLOOH PLAN AND ELEVATION A8.0 ARCHITECTURAL DETAILS A8.1 ARCHITECTURAL DETAILS AND SPECIFICATIONS A8.2 HORIZONTAL SIDING SPECIFICATIONS SHEET INDEX r. APN.Y: PROJECTADDRESS: PROPERN OWNER: ZONING: OCCUPANCY: CONSTRUCTION: FOF COOE COMPLIANCE: PAHKING: "� f.ro �[ �� . �� L- .�! iC�l_i��'i, � N.T.S. 026-053-120 1408 BERNALAVENUE BURIINGAME, CA 94070 HOLLI 8 JOHN RAFFERTY 1408BEPNALAVENUE BURLINGAME, CA 94010 R1-C RJ, U-1 TVPE V•B 2016 CALIFORNIA CODES (CBC, CEC, CMC, CPC, CRC ) 2016 CALIFORNIA FIRE CODE 2018 CALIFORNIA ENERGV COOE ONE COVERED AND ONE UNCOVERED OFF STREET PARKING SPACE LOT SIZE: B4OUO af FRONT fl REAR SETBACK: 75' 1 ST STORV AND 2d 2ND STORV SIDE SETBACK: y� HEIGHT LIMIT: 30' AVERAGE HEIGHT ALLOWABLE COVERAGE (40X): 2,400 af EXISTING LOT COVERAGE: 1,858 sf �Ynw�ouae. i�auuon PflOPOSEDLOTCOVERAGE: 1,l68sf iYux�ouee-iea.e.aei ALLOWABLE FLOOR AREA flATlO (32%+1,100): 3,020af (E) LOWER LEVEL: SOOsI (E) FIRST FLOOR: 1,510 sl (E) DETACHED GARAGE: 342 af (NOT INCLUDED IN FAR) TO7AL El(ISTING Wi0 GARAGE: 2,070 af PflOPOSED LOWER LEVEL: 405.6 af (100 SF COVERED PORCH CREDIn PROPOSED FIRST FLOOR: 1,571.1 al PHOPOSED SECOND FLOOR: 1,038.7 sl TOTAL PROPOSED RESIDENCE: 3,015.4 af < 3,020 SF MAX PROJECT SUMMARY :I ISSUE LOG \/ C E �x� y o ~ F I� a N � N � � � .� O� V.. Q O� "` 2 V7 y C � �, � '� 3 ,J ¢ J O 3 [] Z .� 3 � � N z # u "' ¢ � F n �; No .�o �. (� v a a W � z� � �.., O � Z � � � � Q � O ~ V o V -� � w [..' � . i �� Q a F 0 0 EX I ST I N6 1� I 6HBROHOOD FRONT SETBAC.IC �1409 �b'-'1' �1413 11'-q' �141"1 I'i'-10" �1421 24'-I I" �1425 24'-II" *142q �4'-O" �1433 �0'-4" �I43'1 25�_i• �1441 24'-q" *I445 22'-4" �I44q 22'-5" M�453 �_-.�_� H 6HE5T N�.¢rj� ��■ SETBAGK �I46I 22'-b" �1465 24'-10" �1464 14'-I I" �14'13 2'I'-"f" *147� �4'-8" *1468 �4'-q" �1�4 ��,�N LOWEST MI4�.rb Ib� SETBAGK �IM52 2I'-IO" ��.J'0 ��-0� �I444 2I'-5" 1�1440 Iq'-b" K��6 �8��n KI43Z 19'-6" MI428 Iq'-q" k14�4 �I'-3" MI420 21'-3" �1416 22'-4" �1412 23'-2" KI40b 2O'-4" MI404 Iq'-i' TOTAL �OI'-9" 21'-3 NEIGHBORHOOD AVE. FRONT SETBACK s � 1 '� �px /� � �� [ � �'i I�'!5/` �- ii ii Gi ii �. � .��;�,•� u n u � _ ,..,„ 1412 EXISTING RESiDENGE AG.�. SSOR7 S'fRU 7URE � I , ' e, � Y � N # ' � �_ 3 _�.. � 1 � � � i EXi TING _� I ; iDE� 3 -b � -_� _ I D i � . ry + N _� � yJ Y� �. � ;� '';* �_ - :� � � .a;`, � �.�,;�� — �_ : �� -' : - I 'i.� .= .�. ,�\� �� I 4� � +,� V ��F � ��@�.��1dAL AVENUE AGG SSE ORY 5�� _a'� . . � ��.: � n T _.: I i " \��/ � � p' � o ,, � :; � �, �� ' ��" �o .I I � � :.. . .._ _..i�� ,. e �s� 1408 1404 STREET SCAPE ELEVATION - BERNAL AVENUE 1412 PROPOSED AREA PLAN W/ CONTEXTUAL AERIAL VIEW d:'4i � M i � ,,,� -.� .�. - �' r - __ ��... $ � . " ,o,ri,�. ,� . � �� 1� �- � � , ?� _ _ _ . - .. }� f ` -.J.'�'��'.. 1408 NEIGHBORS FRONT VIEWS � �� .z �, Y � � ° � I� I� , � ! ' �,� : -�� ;� � � I _,' , o � —� �,�, 1404 m� � � l �1 6 I W % � Q W Q N J J _ � •y �� : � � �, � �W �� If -. � -J��?- - 111 � � ��a�avv� 0! � 9! _ t - �' _ � �� " � m� a�r.� ; :. � � � �� 4j "� ■ � �` ��' Ai .,�A�:'W,y?.eAA F' _ �: ' , I'r.�.�.. . �"� � ,:,e°=,'-0• I 5 I EXISTING VIEWS OF PROPERTY I N.T.S. I 2 r :� �� V , _ � .`�!.- . - N.T.S I 4 �• x 3 �~� ` ,rr r �, �at� �� f` s _. •.�c� + � ytf j � � �:��.��T,y y y� �" . .\ �c` l �. ..� �"�� x � '' , .., � � „ .� ➢� � • � `� ��• �_ . �� 1409 } V � � ?*4: �A .. i4 ,:.k� �r� � 'S�• �' � �2• , � "+r'� b� �.��« • ;� �, � � , � � i° i.�:, � .� : � ,. � �.��. -�� _ � � � _}. . �.�� . r_y �e _�L3�M� +' �� S� . N ril;y�4.r�n .:"-'. �3�� , �__ ,s ,:,,aylp��..+v�:rr �. .. _ . r�mEe'""".-_ti 7 �'' � , 1401 I�� i ; �� M T . *'+ yiy� �+ ' � � "� �.- .�..��_ �� .-�- , .� .� � - �� ,;te°=,�-°• I 3 I NEIGHBORS ACROSS THE STREETI N.T.S. ISSUE LOG � � � o E w = ~ F F-� ¢ N y N _ G o _ � ; ._ u = O «. 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I � � � � �_; EXISTING &11LDING IN RED rg .�; ' � a-io � � �` - -- � m !ti; F,RS` F�OOR AREAS 0= ADDITiO�v !DARK SHAD�N6, SEE AREA GALG SHEET. 4 -5 3/4 I, OUTL��.NE O� Tr.E � ' SEGOND FLOOR H � I � � �:► �i \ I / �� .� 1 ' .�,�, , �f'u •�� --�--� � � � �- _ f✓ 4�-O" - -------- --s � � ,ir� 0 . � � ? �" " _._ _ _ """ ' ` _ �'_" " "�C_""� � � a a � a i � � O J � � SETBAGK. � mX} ?� V � � O I 6 F� V Q � O� � �Zw � � o Z ryOz Q O � �ry � � ' LL N m. ^ . �_ . _m . - - -- ---- ---- v -��- - - -- o PROTEGT EXIS��NG � TREES DURiNG GONS?RUGTION � (hi GO'✓ERED EN�RY PORGH, ROOP, STAiRS, PER (N) PLANS d ELE`JAT�ONS \ 4 _Q ,SE?BAGK �(N) LOW i+/- i� ) RETAi�vING WA�L TO ALLOW LEVEL LAWIv A? FRONT YARD (tr.% ENTRt' PArH- PER LANDSGAPE.SEE L-I B E R N A L A V E N U E _ _ . _. . __ - _ . _ . . .. __-__- -. __' — .__. __ _._. > NOT�: SEE SUR`JEY, LANDSGAPE d G.`JIL DRAINA6E PLANS FOR SiTE DETA�.LS. PROPOSED SITE PLAN W/ ROOF PLAN 1i8• - ��-0" � "'. A3 a�' /� . . � � � O I o N ' F • I O � . I N LL ( I � � . � 90 N �nLL � I LAWN I I � I1� , ` I �� O� ryl 3 -I i/2" y I I 4,_�, 5_�, HARDSGAPE APPLE TREE is�-s v� q,_� � BLD6 6 i N (� TRELLiS 70 BE REMOVED :) GARAGE TO REMAIN NTOUGHED � (E7 RAISED DEGK TO BE IREMOVED (E) FENGE ENGLOSURE TO : BE REMOVED (EJ DRNEWAY TO REMAiN TYPIGAL ( VERIFY , GONDITION AND , REPLAGEMENT w!OWNER 6 ARGHITEGT !N FiELD I I (E) GO`lERED EN?RY PORGH TO BE REMp./ED (E) ENTRY STAIRS TO BE REMO'JED lE) RESIDENGE SIDE WALL STAIRS TO BE DEMOD � I II . I 4_�. _ ` � , Y�:,_-i I ' SETBAGK �E � . _ . (E) FRON� YARD LANDSGAPE TO REMA:�N AS . � � - - 1+ ` 1 '�-� �fl O - ' GONSTRUGTION16LE DURING �} . �i. �� f.- nLL .. I j . � ' , d`� 1, �- ,- (E) SIDEWALK GURB d � � . �� ,.� - ;� - j ��- � � ,V , GUTTER TO REMAIN- , ';IM i.. "��1 �. � Q� Q �� .� PROTEGT PROM DAMA6E � �HiNESE � __� � � � O 1 I fJ�rzFE G� _ ._ N � � - � /��- II _ - � , � �� . — .t--� _�- �- _ _"".' � � ' . PINE - -.' � �� _. , — � � � �� '� LONDON ' - � � � � PLANE � � TREE BcRNAL ��/ENUE EXISTING SITE PLAN W/ FIRST FLOOR PLAN � ` � O 4' 8 , �8" _ � �-0" 1 ' ISSUE LOG PLANNING SUBIu - JULV.1 - � o - u: - ~ F 1� ¢ N y N - � � � - a - .^i Q c, = O G � A a � 0 T � � G a 3 _ U O 3 e � 3 a Q "I. _ � m N Z N � � ' � Q' . F i�n _ � � � - F :° _ V Q a :J � �`- = zy � E' � m Z � w U o E r1, J "1 � LJ w' E � � - i" ¢ � F �1�t b/� o�N° / a � I� � '� U b Q N u��(j,�3 U � � 'Kj�bONY '�� s�P " O U r—� � E _ Q W � _ � � � U _ - n/ � Qr� - � ;�/ V w _ Q W W Z F w o � � �CL � t--�1 � 3 - A.P.N.026-053-120 CXECKED UNAWN = AEY Y6B ' DATE FEBRUARY2016 - .ae • ' RAFFER7Y -, A0.4 �.�� . � . . � . . ^ � F ISSUE LOG PLANNING SUBN - JULV.1 � c E 0 ~ F 1� ¢ N y N p"�1 C � � � ' P � �J Q O ~ u p � � � � T � J ¢ � J O 3 [] Z � 3 � � N Z # � N � . �"� f�I � � � � � �"' �J V � � z �� . o � � � �� Q� - �o o� ,- W G � ..i >„ '° w Q � F .I . _ . . _ _ _, _ _ - DEMO KEY NOTES: DEMO KEY NOTES: DEMO�ITiON NOTES: �. � � '. '. �O7 10. (E) 6ARAGE TRELLIS TO BE REMOVED. I. REAR PATIO, DEGK, AND STAIR TO BE EXiSTi�vG ELEMENrS TO BE REMOVED OR MOD FIED SHOwN -� !_� �--. __. ___ _ __ REMOVED FOR NEW LANDSGAP�NG. SEE � �`�__ `� DASHED, TYPiGAL SEE AL50 PROPOSE� FLOOR PLANS A2.1 � " --- '' - -- -- � � �A'�DSGAPE SHEETS , � �I a v.2�. . J� ; ' ; , ^ II IT I I i I � �S i i i i i �' i� REMAIN AND PRO?EGT � 2. EXIST NG GARAGE TO PRIOR TO DEMOLtTION, WALK THROU6H WITH OWNER AND `� � II �-.--. � � � � � � �� DURiNG GONSTRUGTION. VERIFY ANY REMO`✓ED PLUMBiNG, L!GHTING, PINISHES, � --------- --- �. i- i- --�. i � �. i i i i i i i� i i� i i �Y-i� � �__ - WiNDOWS, DOORS, ETG. TO BE SAVED FOR REuSE OR ' ' ' �., �� ' i ___ _' 3. EXISTING SIDE STAiRGASE TO BE RE`�IOVED . � � R�LOGATIOIv. I i BEDROOM I y; i i' i'''� i i' i� i� i i i� L______� �r______ FOR LIV NG ROOM EXPANSiON. SEE A2.1 SHEET. � 4 i I I 1 1 i i i Ij � jL VERIFY GiTY REQD WASTE DIVERSION PROGRAMS FOR I ' I _ � I � ' � i � i � � � � � � i � � i � �; ; -_____;'� - ---- �� i i y 4. EXIST�NG FRONT WALLS AND WINDOWS TO 6E DEMO�iTION S GONSTRUGTION DEBRiS Pe:OR TO DEMOLITiON. ' I � Q �� i i i i� I i I��' i i i ' � REMOVED FOR PROPOSED DINING AND LIVING � ��.@ i i i i i i i i i i i i �7-rr�-r�''i�r rri r�. �. I Q Q ,--� g - i' i i '' I i� ' i ROOM R=MODEL. PROV'DE DUST SGREENING AS NEGESSAQY TO PROTEGT � K"G�N �� ' ' ' ' I I I ' ' ' '' � ; ' � ' UNTOUGHED AREAS DURING GONSTRUGTION. i � �� i'� i i'' i i i i ii y i i i i� i i i 5. KITGHEN TO REMAIN AND PRO �'EGT �UR!N6 ��ii �� i�i�i iii� ii ° I �'' ' �� i �� ' GONSTRUGTION. SEAL OFF DUGT OPENINGS d VENTS PRIOR TO DEMOUTION 6 � _u_. i�.i_i�_u u�_u_�t, $� u_�i� u u�_� ''. _ __ _ --- - -- � -- THROUGHpUT GONSTRUGrIpN TO PREVENT DUST INFILTRATION. 5 � � �I �� - 6. (E) STAIR LEADING TO LOWER FLOOR TO � " ' PROTEGT DURING GONSTRUG?ION GEN R�AL� NOTES 5 EEOLI�T�IO�N E FLOOR PLAN NOTES ON �� r� �'� � � � l. (E) WINDOVv TO BE REMO'JED AND I�ALL TO �' 1 - - - -{ -------- - , - BE PATGHED. PRIpR TO DEMOLITION, VERIFY GOM?L!ANGE WITN EP.A. I �� -� ��.--"��" -� � ' r _ .__•-- �--- -- � I. REQ'D PRAGTIGES S GERTIFIGATlON FOR LEAD i DESK PAN7R I 7 8. BATH 2 TO SE DEMp'D FOR (hj REMODELED GONTAMiNATION. � � __ __. �, BATHROOM. SEE PROPOSED PLANS. � � \ ' TNE EN�✓IRONMENTAL PROTEGT�ON AGENGY (E.P.AJ REQU�RES � �e��x � 9. BEDROOM I, BATii 2, AND OFF�GE LEVEL TO BE I I' i � . THAT FIRMS PERFORMING RENOVATION, REPA!R, AND \ "" j <,, RE��i��,��R�TR�f�==--�° �=--=q-'==="' PA�NTiN6 PROJEGTS THA DISTURB LEAD-BASED AIN N ' __-' _ __ _ � ' _ _ __ __ _-__._----- „---- ,; �___ ;r _ -_� _ T P TI PRE-Iq78 HOMES, GHILD GARE FAULITIES, AND SGh+pOLS BE �, rr '; �' ' �a ! ii n GERT!FIED BY E.P.A. AND THAT THEY JSE GERTIFIED . . PO FiGE b LEGEriD �, ; RENOVATORS WHO ARE TRAINED BY E.P.A.-A?PRO'�/ED �'! � � ; TRAININ6 PROVIDERS TO FOLLOW LEAD-SAPE WORK � LJ '-��-. �� I �� O KEY No7E5 PRAGTiGES. � ' ��"�� „ u u , ; ! . �� iE) WALL TO - . . . - httv://w�vw.epa.�ov/ieadipubs/renovat'or.htm iL ViN6 ' �: "/ rz�MAiN GONTRAGTORS TO ?ROViDE ALL WORK IN GOMP��ANGE WITH �`� '-- ----- { ' I [ ---i iEJ WALL TO BE ; REQUiRED LEAD-SAFE WORK PRAGT!GES, PROJEGT � ; l` ` DErtOus�� DOGUMENTATION, AND PROFE55!ONAL GERTIFiGAT!ONS. �� - � _�-- `- -` � - y � ' ` - - -- � __ tl � o _.. ; - - � - -}-- � --- =I _' _ _.., _--' � --II � NONGONFORMiNG WALLS GANNOT 6E DEMOL':SHED PAST THE �-- -� F', ' � S'�'UDS AND ROOF PRAM'NG, AND IF REMOVED MUST BE . .�� ' REBUILT IN GONFORMANGE WITN THE GURRENT ZON�NG ; i I �� __ _ � ORDINANGE. � i , i __.._.a �__: � � � �� I '. I �. . �� .� _p �. THE ARGHITEGT HAS NOT BEEN RETA!NED TO SUR✓EY FOR OR ; l �__! __,__, �, `�v r-, I ` _ __-- . _ _� _ OTHERWISE DiSGO`✓ER THE PRESENGE OF HAZARDOUS ' ------� ,--... .- -- -----....� ___.' I � MATER!ALS iNGLUDIN6 BUT NOT LIMITED TO ASBESTOS, __ __,_ .'� �� '- ASBESTpS PRODUGTS, PGB,S, OR OTHER TOXiG S�BSTANGES EXISTING FIRST FLOOR PLAN w/ DEMOLITION NOTES ��a'=�'-0' 2 THE ARGH�TEGT i5 NOT RESPONSiBLE FOR �HE HANDL'N5, - - -- DEMO KEY NOTES: RENIOVAL OR DISPOSAL OF OR EXPOSURE OF PERSONS TO HAZARDOUS MATERIALS !N ANY FORM AT THE PROJEGT SITE. ' I. REAR PATIO, DEGK AND STAIR TO BE OWNER HEREBY WARRANTS THA7 IF IT KNOWS OR HAS ANY � �� — -- �`� -�- �- -- - -- - --- - r-- -�--�� ----- ---�� -- �- �� - -'. •�. REMOVED FOR NE✓V AN�SGAPING. 5=E REA50N TO KNOW OR HAS ANY REASON TO ASSUME OR — ut.e-is��. =j�� L� � l� T� Y�-rr� rT i �� rn �i rn r1 rr ; r�� r i � r i, LANDSGAPE SHEETSL SUSPEGT THAT HAZARDOUS MATERA�S EXIST AT THE PROJEGT ' � �� SITE, THAT iT WILL INFORM THE ARGHiTEGT AND THAT OINNER ' ' �- �� i i i i i i i' i i i i i' i i i i� i 2. LA�NDRY ROOM, BATH, AND K',DS AREA TO BE � :� „' . t---�� i i i i i � i � i �' � i WiLL G.AUSE SUGH ITEMS TO BE REMOVED OR TREATED BY A -------- -�— _�.--� -- -----`— � �t � i ';� , i i , � ��' DEMO'D FOR (N) REMODELED K��DS PLAY AREA. G ONTRA G OR IN A M ANN ER PR E S GR S i 05 ABATEMENT �� i If, l l/8" PLY �� P. 7rz81.EDGER ' ; % � � � � i�''�"J L1 ` " SEE PROPOSED PLANS PROFESSIONAL AND LIGENSED ASBE ? 'B=D BY ALL APPLIGABLE cvrrt�(sl � ,'� i $a NN�' ' ; � , �� k�______ay�_ -- GODES AND RE6llLATIONS. � I sosiia,w.s a � r } i� i i I I� I I i � i _ � - -'� � �------ ;� 3 EXSTiNG GRAVVL SPAGE TO REMA N. i I EVLRTS7vD � — - i '_ # i � � '_ _ y . [.X8'l'MU WAI.L �--- r� � i I _+F I I I I i; 1 I I I 1 I I r' ---� � \ f\ -:'-"SCl -, I 1 I 1 I i I N�Rsuerc��mnc '- ' xn'N' �-- - ,T �, � �� c�^ � �'�,T i . � ; , , ; , ; ; i � ----�,�____ � 4. AREA OF GRADING TO LOWER PLAYROOM '� I—'_'—'—'—'--' F9SN1H LUAU L _ tx 4 x r- r`irvc ,— .. — . ' l�J y i `'- -_ � '' i i i I I i I� i I I i'' i i+� rr� r%-r-�r� rT FLOOR. SEE STRUGTURAL AND GNIL r'LANS. _ � Yl�_ � 11 � �� L1J L� Ll t _.._ � 6X.4�c�.��:IHUkN �. � � _____ - � �� 1 i i' 1 i� �' � � � ._.�. fi i� .T T '� �, 1 I 1 1 I � I 1 P -T J TYri��; J � � � + 5. (E) STAIR AT LO✓vER FLOOR ROTEGT DUR�NG I �--J II� � � "" iii ' iiiii�il � ii �� ii GONST4UGTION I LM (1) 1 3/4a11 7/8" - ^ :, Ll J ... YLYIfEXTTOEX.BY. y�I � � L1 ' 1.1 L1J_L� L1J L1_LL j.J_iJ_�i� i I snst/av6 •�.g. a�• o.c. Ni �� p � + ..X.2x9FJ _ _ _. . STAG6ER£D ... I .A60 . i ---}, .. _ .:, . �- - � r. 1!" (1.0 'IYP , � � , k;X. SJ/Al.1I' : . I � � _`_' i PITT: RF,MAIN . . •--. ..------ i � I y�B /a- nue�. � � -� }..ix< w. �'ti � e. �.s• sQ. . --� --� 1 �: I rr rc�r a. � - - - , �� ;�. � I . _,.�:- .�L.---� � �'�-� eoo-'v�� tl � �e 1 I--e' I I � � :,rmM I ... -, i �. . �� J �_ J -• � J � - 7 -�T_ -- -1 � I � ; � -k_J � _�J ,` Fx rr� so-_ _ � r.x .� 5�. r x nNr I.,. L�� F(xll'INi, ,"� . � � � KIDS PLAYROOM s' i � � ,: i i '.i �.__""'_"_"'_" .'n '_ -___.___'_ __. __. I . . , ` , .. ', . __"""'_"__"' __i .-r � . � --'—'---'-----'—'�"J'—'—'—'—'--'---'�'�J ' —'---'---'—{—it'� , � '�� i � '�—�—�—�—�----�—'' ; �ti E6E D —� --� 't;z. a.a r, �sr nvv � _,r sc: F�,oTirv,; �. .� KEY NOTES � GX. �tzi IC�S'I UJL�.1' ' � I . IA"-/<S(� CC)V�' fA�l �------- ] 'rvn,-nt �� !E) WALL TO � 5 REMAIN I � st>, �' �i ` _ _.. I �y ____: (E) WALL TO BE DEMOUSHED __ .__......_ -, _-__.__ _ . . .____.. ..__.. .__.. ____ ; � _ —.-- �— __ _--_ ---- ..' x _____- ___ _ . _ ,. ....__. __ ___ _ _ _'__ __ _ . �� , - - -' - - �'r�- �r-r - - - ` s_ --- - z'==-== � �: , - - - -- - � _ _ _ 6 =_»-___.----1-�- -r_ __ . ' \ � �. . '. � , , � � _ ..__...__.._. n �. �� q�� EXISTING LOWER LEVEL PLAN w/ DEMOLITION NOTES ��4"=�'-°" 1 t � Y.� ISSUE LOG � a o v� ~ F 1� ¢ N ` N � � O � a � � ¢ � O� � ro ,z O ' �/� � T F�� 3 Q J O 3 � 3 � I - m ,`"'. z § � v� "' ¢ � F M s � � � ,e F � :J Q Q � LL z� r �. a � ' co � � Q � "' U O �' �' � u� � � :.i �� ¢ � h- KEYNOTES i. THERE SHAL� BE A LANDItiG OR FLOOR ON EAGH SIDE OF EAGH EX�RIOR DOOR. THE WiDTN OF EAGH LANDING SH.ALL NOT BE LE55 h1AN THE DOOR SER'✓ED. EVERY LANDING SHALL HAVE A MINiMUM D'MENSION OP 36" MEASURED �N THE DIREGTIO"� OF TRAVEL, ✓'�ITH A MAXIMU^^ I/4" PER FOOT SLOPE. LANDIN6 OR FLCORS AT THE REQUIRED E6RE55 DOOR SHALL NOT BE MORE THAN i-V�� LCWER THAN THE TOP OP THE THRESMOLD. EXGEP'i, WHEN PRO'JIDIN6 THE DOOR DOES NOT NOT SWIN6 OVER THE LANDIN6 OR FLOOR, A 7-3/4" ELEVATION GHANGE FROM TME TOP OF THE THRESHOLD IS PERMiTT'ED. R3113. �. INTERIOR STAIRGASE TO BE FRAMED ON SITE, REFER TO STRilGTURAL PLANS FOR 5TR!NGER SiZE,�SPAGiNG AND TO?:'BO'r'rOM GONNEGTION TO FLOOR F2AMiN6. REPER TO NEW STA!R NOTES ON SHEET A03 FOR HANDRAIL HEI6H', GRIP DIMENSION, OPEN!N6 AND OTHER GODE RELATED REDUIREMENT. 3, HANDRAIL, REFER TO NOTE k8, =9 b K��.O �h NENI STAiR NOTES ON SHEET A2.i FOR GODE REQUIREMENT, REFER TO STRUGTURAL DETAIL FOR HANDRAIL BOTTOM GONNEGTION 6 GALGULATION THAT IS ADEQUATE TO RE515T A SINGLE GONGENTRATED LOAD OF 200LB APPLIED AT ANY PpiN? ALONG THE TOP OP THE RAIL. 4. WALLS AND GEILiNG OF AGGESSIBLE SPAGE UNDER STAIRS TO BE PROTEGTED WITH M.�NIMUM 5/8" GYPSUM BOARD. 5. SEE BA?�-�ROOM NOTES ON SHEET ,4�.3 6. IN?ERiOR BATHROOM. EXHALST FAN TO PROVIDE M'�,NIMUM 5 AIR EXGHANGE PER HOUR VEN7ED TO EXTERiOR W�TH A 6AGK DRAFT DAMPER. 'f. PROVIDE GLOSET POLE, SHELF AND ORGANIZER AS SHOWN. VERIFY W/ OWNER FOR SELEGTION. 8. GUSTOM BIiILT-IN GABINETRY, VERIFY SHOP DRAWiNGS Y`V OWNER. q. (N) EPA APPROVED GAS !NDOOR DIREGT yENT FI P A FI P A E N TES ON SHEET AO�., RE L GE. SEE RE L G O GON'RAGTOR SHA�� PROVIDE SELEG?ED FIREPLAGE MODEL NUMBERS TO &11LDIN6 INSPEGTOR FOR APPl20�/AL PRIOR TO PJRGHASE AND INSTALLATION. INSTALL VERTIGAL VENT TERMINATION KIT PER MANUFAGTURE MANLAL. ALL PAGTORY BU�LT F!REPLAGES SHALL BE USTED AND LABELED AND SHA�L BE INSTA:.LED �.N AGGORDANGE WITH iT5 LIS�ING AND MANUPAGTJRER'S INSTALLATiON INSTRUGTIONS. FAG?ORY Bii�1T FiREPLAGES SHALL BE TESTED IN AGGORDANGE WITH UL 121. APPROVED WOOD BURNIN6 DEVIGE FOR iRSTALLAT!ON FER BAY AREA A�R QUALi'�' MANAGEMENT Di5'R'GT GOMPLIANGE ANN!VERSARY, AU6U5T 15, �OI��. 10. DASHED UNE OF FLOOR ABOVE - IN BLUE II. (E! KITGHEN TO REMAIN AND PROTEGT 12. THERE SHALL BE LIGHTiNG AT ALL EXTERIOR LANDiNGS i GA� GREEN NOTES: ANY INS?ALLED GAS FIREPLAGE SHALL BE A DIREGT=✓ENT SEALED-GOMSUSTION TYPE. AN�' �NSTALLED iNOOD5T0✓E OR PELLET 5?OVE SHALL � � GOMPLY 1^iITH V.S. EPA PHASE il EM!SSION LiM�.TS WHERE ' APPLIGABLE. VVOODSTOVES, PELLET STOVES AND FiREPLAGES SHALL ALSO GOMPL�' WiTH APPL�GABLE LOGAL ORDiNANGES. I'-6 �� I � � 1� 50'-! ' 5'-8 -- � 18'-6 I/2' ---� � IS--10 I/�.- --- - � ------------------------�--- _�-- � --- --- -- - - -- ------ �- - ---------- - -�---- --- � -- I '-O' b'-O � I I I I � �.._ � - � � �� i � ' �`\ -3 I �y.. _-_--___--__--_. � i � � j ' c��_ i-3ir'4.�i I � i ' � `___' `___' 1`� i . � i I ��- 7 � BEDROOM I ' V i ' �c -._ _ / _ �: ,.. / - - I �� .�; i �- i � _ _ ____ ____ , o � , '___ � �-- � ��- - ' ------ - `-- --.�\'------------- L--� _r___ ___-______-____' ' �-- � I DINING ' - �� - � "' i � � 1 / .. i I iE) KITGHEN ,., � 70 .+ - O , _._--_____.- .! /''X . . . . _ mr.r c Zn+s i , .._. __--._--_.-__.__. �. I I I DES � . . _. _ 10 . _ _ nc... E'�.w � � ____ _ ___ __ .. _._._._._.. _._.__.._ ...- � � i ! I � I i i � j I �, � i t I� VIN6 i II � i � � � _____L_ _ � "_ 11 c�y r- _- - I g, I i I I � � PANTR � . -- -_ _ . ____c.�.s � �""s.sl n � 2 i � 3 i i � i i 4 \\� - _ � +I r��+�� _. / ;i � n / / n � rn rn 1 � . � i � i i i � i K � � i -. �-- � '. �� 50' �" PROPOSED FIRST FLOOR PLAN i5�-O 3,'a' Br. "tr.� F J. . - �,� iei O<,'fYP lf. 11/8"PLY ' EX. 5' i MU WALI. NiJT StJi'tt)iCiN�; N'L(k)H L<)Ali _INUh.h __'_ --� A. 7x8 LEUGER � w[Tx �Z� i snst /a,.as ;o EVLRS 819D F.% ,i:" tiV . '_- R� HJ'11N:3 � � � wx%_a��s��.. I :. - ---- _ rnrvc ' f-- � - --�- ---� � �T �- J� I "� _J N� � W (2) 1 3/4x13 7/D" - . �I MLY RLXT 70 EX. BM. eD61/ax6...a� 4' o.c. � BTAGG£RL� NI � ynca F:X. JW'AMI: .. f'IT T�.> HFMAIN -- -' �s� �/s^ nuec --' �� y� i.axa wi�� .. _, �_ v.a. __� I Y I rc n.,�m � I � I I � w,nr,�n _'�.�._'-'F':,F'T'_'T_� _�"__-" -t-J _�J Fx.r»s�� < rx. l.a•• sct - . P�1[rf��lc: � N[ktflN(: � I e. s.s sQ. . . G r,FL._ -. I�I t�omu�c I.1 � J � J � " ti�4+ �� I- r��, --�-�--- - - - �� EX. 4x'I IYtST t�Vi�;l. I�'-;�c,r.l Ct�NC I'AC) ?vr�,.-ni, I -' F-�-� '---._.-.-.-.-.. � __T Fx axar��s'r,.,iek ]n'.�c) FCxiTINu f 5 5 2 # 6's 2 # 6's J �"_'_.s.. �.-_,___.. . _.-_' -'- i GOVERED PATIO ,5,_,�, � �. 9. fl� d� _ � m 6 I m � # 6�5 NEW STAIR NOTES PER 2016 GRG R3 i."! SN-L STAIRWAY yJIDTH. STAIRVVRY SER`✓�NG AN OGGLF'ANT LOAD OF LE55 TMAN 50 SHALL HA�/E A YVIDTH OP NO� LE55 THAN 36 INGHES. SN-2. HEADROOM. STAIRWAYS SHALL HAVE A MINIMUM HEADRDOM GLEARANGE OF 8C iNGNES MEASURED VERTIGALLY FROM A L!NE GONNEGTIN6 THE EDGE OP THE NOSi1vG5. SUGH HEADROOM SHALL BE GONTINUOUS ABpVE Ti-�E STAIRWAY r0 TNE PO'�NT WfrERE THE LINE INTER5EGT5 THE LANDING 6ELOW, ONE TREAD DEPTH BYOND THE BOTfOM RISER. 7NE MINIMUM G�EARANGE SHALL BE MAINTAINED THE PULL WIDTH OF THE STAIRNWY ANp LAND'N6. _ SN-3. WALKL��NE. THE WALKL!NE AGRO55 WINDER TREADS SHALL BE GONGENTRIG TD TNE DiREGTION OF 7RAVEL THROUGH THE TURN AND LOGATED 12 INGHES PROM TF+E 5!DE WHERE THE WINDERS ARE NARROWER. THE 12-INGH DiMEN510N SHALL BE MEASURED FROM THE WiDES? POINT OF THE GLEAR STA!R ItiIDTH. SN-4. STAIR TREADS AND Ri5ER5. IN GROUP R3 OGGUPANUES, THE MAX!MUM R�:SER HEI6HT SHALL 8E "1-3/4 INGHES: THE MINIMUM TREAD DEPTH SHALL BE IO INGHES; THE MINIMUM WINDER TREAD DEPTH AT THE WALKLINE SHALL BE 10 INGHES; AND THE !-MINIMUM WINDER iREAD DEPTH SH,4�L BE b WGHES. A NOSING NO? LE55 THAN 3i4 INGHES 8UT NOT MORE THAN I-Ij4 !NGHES SHALL BE P20VIDED ON STAIRWAYS INITH SOLID R�SERS WHERE THE TREAD DEPTH IS i.E55 THAN II INGHES. �OIO GBG SEGTiON 10094 EXGEPT'�ON 5. SN-5. DIMENS!ONAL UNIFORMiTf, MAYNTAIN REQUIRED RISE AND RUN DIMENSIONAL UNIFORMiTY NOT TO ExGEED B/9". SN-6. ALL TREADS S RISERS TO BE HARDWOOD 02 EQUAL. VERIFY W/OWNER. STAIR DE516N d LAYOUT BY STAIR MANUFAGTURER. PROVIDE SNOP DRAIMINGS, FOR APPROVAL W/ARGH'�TEGT 6 GOMPLIANGE W/ U.B.G. IN FIELD PRIOR TO GONSTRUGTION. SN-�.ENGLOSURE UNDER STA�.RNAYS.SPAGESUNDER STAIRWAYS SERVING AND GONTAINED WITHIN A 5'�NGLE RESIDENTIAL DWELLING UNIT iN GROUP R-2 OR R-3 SNALL BE PERMITTED TO BE PROTEGTED ON THE ENGLOSED SIDE WITN I/� INGH GYPSUM BDARD. 2010 GBG SEGTION 1p09.b3, EXGEPTION. 7HERE SHALL BE NO ENGLOSED USABLE SPAGE ONDER EXTERIOR EXIr STAIRWAYS UNLESS THE SPAGE IS GOMPLETEL�' ENGLOSED IN I-HOUR FIRE-RES�STANGE-RA1ED GONSTRUGTION. THE OPEN SPAGE UNDER EXTER�DR STAIRWAYS SNALL NOT BE USED FOR ANY PURPpSE. SN-8. HANDRAI�S. STAiRWAYS WITHIN DWELUN6 UNITS ARE PERMITTED TO HAVE A HANDRAIL ON ONE SIDE ONLY. HANDRAiL HEIGHT, MEASURED ABOVE STAIR TREAD NOSING, OR FINISH SURFAGE OF RAMP SLOPE, SHA�L BE UN�FORM, NOT LE55 THAh 34 INGHES AND NOT MORE THAN 38 INGHES. REFER TO GBG SEGTION 101�.3 FOR HANDRAIL GRASPABILITY, TYPE I 6 II PRORLE. N-Q A RAI AT P N- I i 5 . 6U RD LS O E 5 DED WALK NG SURFAGES SHALL BE NOT LE55 THAN 42" IN HE16HT WITH GUARDS 5?AGED SUGH THAT A 4" SPHERE GANNOT ?A55 THROUGH, UNLE55 THE GUARDS ARE Oh THE OPEN SIDES OF STAIRS OR AL50 SERVES AS A HANDRAIL THEN THE HE16HT SHALL NOT BE LE55 THAN 34" NOR H16HER THAN 38" AND THE 6UARD5 SHALL BE SPAGED SUGH THAT A 4-3/8` SPHERE GANNOT PA55 THROUGH (GRG R3�.2 t R312.3). MUST RE515T A GONGENTRATED LOAD OF 200LB APPLiED ANY WHERE AL16N THE TOP RAIUNG, PER GBG 160"I "i.i. SN-10. HANDRAIL GRASPABiLITY (�Oi3 GBG 1O123)� ALL REQUIRED HANDRAILS SHALL GOMP�Y WITN SEGTiON R311."f.83 OR SHALL PROViDE EQU'VALENT GRASPA6ILT��Y. NOTE: EXTER�OR BEARING WALLS LE55 THAN FiVE FEET FROM THE PROPERTY LINE WILL BE BUILT OP ONE-HOUR PRE-RATED GONS?RUGT:�ON ,�4•=,�-0• 12 _QT� _ - _ � - � A GRADMG ?ERMiT, �.F REpUiRED, WiLL BE �1 OBTAINED FROM THE DEPARTMENT pF PUBUG �1 WORKS �' WHERE THE PROPERTY LINE IS LE55 THAN TEtv (IOj ET FROM TME EXIT TERMINAL OF ANY NEYVLY INSTALLED OR REPL GEMENT HiGH EFFIGIENGY MEGHANIGAL EC7UI�MENT THE PIPE SIZE OF THE FINAL TEN __�c (10) FEET OP ANY TERMINAL MYJST BE INGREASED T THREE ING �(3") � OR, AS AN ALTERNATiVE. MANJFAGTURER-APPROVE� BAFFLES T BE INSTAi..LED. KEYNOTES I 13. RELOGATE (E) ELEGTRIGAL MAIN SERVIGE PANEL 6 METER FRO�-1 REAR WALL OF RESiDENGE TO 6ARAGE TO BE SHOWN/ D. RMiNED WiT�� BU!LDiNG 4 i PERMIT SUBMITTAL. 14. (N) "NANA DOOR" SYSTEM (pR EQUAL) TO 8E SP IFIED b DET ILED W/ 13 I BUILDING PERMIT SUBMITTAL i I � m KiDS PLAYROOM . .p _ -9' . �s-� ry �V 1 12 � -- �� I J S'd9 5 �#6s �EbEND � DOOR SYMBOL, SEE AQ.I E WINDOW SYMBOL, ( w/ "E" FOR OE6RE55) SEE AQ.I O KEY NOTES � (E) WALL ?O REMAIN � (N/ WAL� 1;a^ - i �-0^ � ISSUE LOG � _ o �"� :. � � ¢ N y N � ,_„ o _ � L 0 � u p �i � � O T � � a � U O 3 � 3 C I m Z � � � N Q • F en ;f. � N F � � �J W vXQ. � F � � Z " I--� `n �" ao �� Q � "' V O U � � w � � :.1 � Z � F '[�.'� b/ \�o N� �i �I� � f �\ U �\3�, V del W �i. � '� bOry ��4i '�� ) 5(P O W W o z � ° � Q � u -� � � Gij � � � � � � � � z , W W � Z w � a ^ �" o � ¢ � e-^1 � _ A.P.N.026-053•120 CHECKEO OFAWN = AEV vae - OATE FEBRUARV2016 JOB k - RAFFERTY :, A2.1 'AL GREEN NOTES: i. P�.�JF101N6 F�.%TURES !WATE2 GLOSETS AND URINA�Si AND FiTTIN65 (FAUGETS A1m SF�Ov1ERHEADS) INSTA�LED �N itESiDENriAL &11LDIN65 SNALL Gar-1PLr W�n� 1HE PRESGRiPTIVE REOUIREMENTS OF SEGTiO1L5 4303.�. i THRdJ6H 4303.i.4.4. ] �'WM6iN6 F�XTURES AND FITTiN65 REQI:IRED IN SEG"ON 4309.� SHALL BE INSTALLED :N AGGORDANGE win+ *�+E ca��.Fow+i.a P�;�neu� cove, nr�v s�+� �r ?HE APPL�GABLE REFERENGm STANpA2p�'. 3. ADHESIVES, SEALANTS AND GAULKS SMALL BE GOMPLIANT WITra VOG AND OTNEX TOXIG GO�-�POJND LiMI'S. 4. PA�IaTS, STAINS ANO D?MER GOATIN55 Si+A�L SE GO�� ANT WITI VOG LIMITS. 5. AEROSOL PAINTS AND GOATIN65. AEROSOL P41NT5 AND GOATIN65 SHALL BE GOMPLIANT IYiT11 PRODUGT NEI6N?ED MIR L�MITS FOR ROG AND OT11ER TOXIG GO�d1ND5. b. D'.JG�MEhrAT�ON SF�ALL BE PROVIDED TO VERiFY THAi GON�PL'�.ANT VOG LIMIT FiN15M MATER��ALS MAVE BEENUSED. l. GARPET AND GARPET SYSTEMS SNALL BE cor�inNr mni voc �imiTs. 8. B7 PERGENT pF FLOOR AREA REGEIV��.N6 RESiVENT FLOOR!N6 SMALL GOMPLY WITM THE VOLEMISSION LIMIiS DEFINED IN THE GOLLABORATIVE FOR HI6N PERFORMAlJGE SGMOOLS (GHPS) HI6N PEAFORMANGE PRGDIKTS DATABASE OR BE GERTIFIED UNDER TNE RESiL�.ENT FLOOR GOVER•.NG !NST'��111'E (RFG�i RO^JRSGORE PR06RAM; pR n�T GALIFpRN!A DEPi' OF P�1gLIG '+E�+LT�+, .'STANDARD MET�D FOR TFIE TESTIN( AND EVAWATION OF VOLATILE OR6ANIG GHEMIGAL EMISSIONS FROM INOOOR SOIRGES USIN6 ENVIRONMENTAL GHAMBERS", VERSION LT, FEHrzllARY �OIO (AL50 KNOWN AS SPEGIFIGAT�ON O'.350). q, PARTIGL�OARD, ��miUM pENSiT"� FI�R60ARD IFiDFJ AND MARDYVOOD PLYYVppD USED IN INiERIOR FINISM SYSTEMS SHALL GOMPLY WITH LOW FORN�ALDEMYDE EMISSION STANDARDS. 'O. GONLRETE SLAB FWNDATIONS. VAPOR RETARDER AhD GAP'.Li.ARY BREAK IS �.NSTALLED AT SLAB-0N-62ADE POUNDATIONS. II. MOISNRE LONTENT OF BUILDIN6 MATERiALS USED IN WALL AND FLOOR FRAM�iNG IS GMEGKED BEFO� ENGLOSU:cE � — - � I � I I n � ._ —"_ _ Ii _ ' __ — __ IN YVAL� 0 PROPOSED ROOF PLAN 3 � � LEGEND ` �j DOOR 5'/MBOL, SEE F+q.� E WINDOW SYMBOL. ( rv/ "E" POR OE6RE55) SEE A9.1 O KEY NOTES O (E! v�WLi. TO RE^^A.v � (N) WALL � ,�4• _ ,,-0• i� � EXTENIORWIILLD—OWELLNlOEAMDACCESBORYlULDRq5W/TNAfl/OYAIICRF910EM1AL bPqINKLERpAOiECT10N — . Mv�lur �" - ' ��^w��, II9a1.1.2h7ritLex fiomMevuWAe�� Y� INlAESSfIJ1LEMTNo � lFP�MTqMOMTaNce i .._. ___ r —..._ _—'__... Fn roisl��.<'uW � l6ae—aitcd:n xt�adercc aith AS1M L U Ia� WWs � p�vmrc Nw f �eris�aiw raled 0 Mun 3 feet __-'__ _ ...—__. _ ... _ _ ._ _..� . F�rt.ro�u�a�c �wcd � 1 Awv on 16e undeeeide � v�_ 2 faf c pq�tttim� _._ '.__t_..__—......... . �tt 4a fi�e-m�sdnce isled 0 M1aun 3 fM � Na YI � — —�—. � ... !LA e 3 feu __� m —_ . _ � �� Udmwed 0 Aaun ,� 3 feef � _ _ . . __._..._..' _ � ft� mmoa All r CaaoplY avh Seclioo R702.4 _ <3 fee� � � _� reooe requima _— . I� � 9 rar_. Pu9�.Ikat�lMtl� � V/A. Na[ �ppl"uaEk • Rr rtsihatiel atNvisiw sMe�ll A LMbt wlarmwryWi/INn1� ve vptiPPm �� rip m � ryWmf irolMd in �¢vd�moe wib Sxuw R313. � fies �epr�tivu d'usm fv mmued esnwr wdb md rttetl Pvjn'ib^� WIt be pcmi be'dumd w 0 ket eid wLmi¢C u�pa�opm�m`r.md'eraamuahJllepnmi�l.whetlieWl�ilapn.idnmopmvd�ckrud�" 5kadmwewMBEwhKpwloe eh or'6e 7�Y Lrc. --- � ��4 -��-0 I L I - --�EYNOTES -- -- — I, INTERIOR STA'RGASE TG BE FRAMED O�v 5!TE. REPER TO STR4iGT1RA�� PLANS POR STRIhGER S.ZEiSPAG'NG ANp TOP,'BO'TOM GON!vEGT'�.pN TO F�OOR FRAMING. REFER TO hEry STAIR tvOTES ON SHEET A22J FOR HANDRAIL HE'�.GH�, GRIP D'�.MENSiON, OPEN��.FG AND OTHER GODE RELATED �€,�rill R�f. � 2. ATTIG AGGE55 W/ PULL DOWN LADDER BY G WERT USA OR E�UAL. VER'�:FY W/ OWNER FOR LOGATION d SELEGTIpN. MINIMUM ATTi AGGE55 2��X30" IS REQi11RED WHERE AGGE55 OPENS IN?O ATTIG WITH INIMUM 30' HEADROOM. INSTALL WEATHERSTRIP OR SE�L AROUND A E55 DOOR TO PREVENT DRAFTS. 3. SEE BATHROOM NOTES ON SHEET A2.B 4. WTERIOR BATMROOM. EXHAUST PAN ?O PROVIDE MINIMUM 5 AI2 EXGHANGE PER HOUR VENTEC TO EXTERIOR WiTH A 6AGK D FT DAMPER. 5. PROVIDE GLOSET POLE, ShELF AND 026ANIZ�R AS SHOWN. ERiFY NU OWNER FOR SELEGTIOh. b. DASHED LINE OF FLOOR BELOW l. SLOPE PLOOR OF GLOSETS POR (N) STAIR BE�OW - SEE SEGTICNS. 8. SOFFiT LINE ABOVE NOTE: EXTERIOR BEARiN6 WALLS LE55 THAN FIVE FEE FROM THE OPER?Y LINE WILL 6E &11LT OF ONE-HOUR RRE-RATED�NSTRUGTION ALL OPEN!N65 iN EXTERIOR WALLS, BOTH PRO GTED AND UNPROTEG'ED, WiLL GOMPLY WITH 2O13 GRG, TA LE 302.� � 3 E -� ISSUE LOO r�-� � ~ F � ¢ 1� � O � � � :J Q I z� Q � v; F �J V zF � w O" � � � E O N y 0 P V Q V � R � � � T a 3 O 3 � 3 � N � § � N F en .% o � y ..i X � � C o� Z � � m Q � V o .� :W N �;j � � � f" �t �/� \S p�Na' ''_ a � ai W o cg N �r Iq �1yn��'�f�, U ar �O "Y, b�NY '�� ,� ) �p O W W O z � ° � � U -? � � fsj � � �Z ��r� I �y ^ V � w � a ` � o � c � � A.P.N.026-053-120 CHECKEO ORAWN AEV YSB DATE FEBRUARV2016 was RAFFERTY A2.3 PROPOSED SECOND FLOOR PLAN (El WALL AREA GALGULATION (TOTAU EXi5TIN6 STUGGO YrALL: ZONE 5= 29..'I - EXISTING WA�L TO BE DEMO'D ZONE b = 4 5.8 ry � 3 5'-n i/4" % QF REMOVED WALL GA�GULATION - FRONT ELEVATiONI ZONE 3= 4!5.8 -(6•i3.25) = 9363 SF 336.3 SF €Xi5TIN6 WALL TO BE REMOVED FpR NEW OPENIN6 ZONE 3 = (i3.'IS - q.5) «�.3'!5 + i3.'15 (i3J5-6.8) _ 38.'1 SF 38.� SF �F_19�%a-S' (E13%4'-5" fEl'!'x4'-S' fFJ9x4'-5' i335 5F i935'J �933 SF i935 5F OPENIN6 OPE41N6 OPENIN6 OPENIN6 ZONE b -_* ___ 33'_6' M11'-6" Ml 3'-b" Ml 3'-6' fW 3'-6' x z � x �.3 5P 'J.15 5F ��5F 3'15 5F NIN6 IN6 IN6 IN6 Ii . � I �. 1��3 SF I'.35 5F o�wiw5 o�N:r+b LEFT SIDE EXISTING WALL REMOVAL CALS (E1 WA�L AREA G4LGuLArIOh ('OTAL�' EXISTWG 57liGG0 WA�L: ZONE 2= 425.� SF - TO BE DEMO'D ZONE B = 406.1 SF % OP REMO'✓ED WALL GALGULATION - RiGNT�LEVAT�ON �i ZONE 3= 406.� -(�2•i2�12+10.5) = 323.6 5F 323.6 SP EXISTIN6 WALL TO BE REMOVED FOR NEW OPENING ZONE9= 24-2.3=�I.'!SF 21.� SF � - .. . � . � � . . . � 'd . .. . - 1FJ 3'%a - u sF � , o'crur+b ry _ ,- . ...�. . . . .. ; ... ZONE 2 ZONE 3 � 30 - 3/4" RIGHT SIDE ELEVATION WALL REMOVAL CALCS <�xa-b� (L) 3'x4' � SF 4 3'%4' 13 '.P OPEN1116 pPENIl�16 . IInG �� u.-c.. 103 SF OPENIIlb 2�'-I I I/4" V Q N ,�4��=,�-�� 4 N a O � � ,;4„ _ ,,_a., I 3 I�EI WALL AREA GA�GULAT�iON (TCTAL) EX'STIN6 STUGGO WALL: ZONE I = 552.H � (FJ jxa� a-e� x 6� exs� 13 Y '�F pIEN1N6 O/ENiN6 OI �_ I % OF RE^�OVED WALL GALGULATION - FRONT ELEVATION ZONE 3 = 552.8 - (i2�i2�8 "!5«Ib,'f.i�.iO.S�iO.5+i0.5+�.5) = 323.6 SP 452.35 SF EXISTIN6 wAL� TO BE REMO`JED FOR NEW Oi'ENiN6 ZONE 3 = (28�- 2.'f-2.4) . (9-4.81 �(33.3-5.51 • (J'.I - 10.3-10.3-8) � (�2.5-1.5j_ 202.6 SP 202.6 SF 2'-0' % 4'-6' ' 6'-D' x 5-O" 5F 3 SF I INb � , X I D Ti � \ ' 4' OrENII S fEJ �'-6% b'-0' Ib.l 5F OPENIIIFi fFJ 9'%J. o� x a'eN�Hb 3� -O 4'2 !FJ � t, x "1.5 5F � REAR ELEVATION WALL REMOVAL CALCS (E) WA�� AREA GALGULATION (TOTAU Ex15?iNG 5?UGGO WALL: ZONE �. = 50'14 EX�.STiNG WALL TO BE DEMO'D „4�� - ��-0° I 2 LEGEND (E% WALL � (SIDING) TO BE REMOJED (EJ WALL �(SIDING) � pP REMO�/ED WALL GALGULATION - FRONT ELEVATiON TO BE DEMO�D ExI5TIN6 SNGGO WALL: (E) OPENiNG ZONE i= O= O SP TO BE DEMO'D O SF � (N) OPENiN6 na wni i J \ ZANE I 51/MMARY % OF REMOdED WALL GALGULATION - SUMMARY EXISTIN6 STUGGO WP.LL: FRONT ELE�/ATION: O SF RiGHT ELEVATION: 323.6 SF REAR ELEVATION: 452.35 SF L FT LEVATION: 3363 SP TOTAL: .J'23 SF EXISTING STUGGO Y'IALL 'O BE REMO'JEC FOR NEW OPENIN6 FRONT ELEVAr�ON: So'IA SF WEST ELE'✓ATION: 44'1.4 SF REAR ELEVA710N: 202.6 SF EAST ELEVAT�ON: i30.8"1 SF TOTAL: 1�88.2? SP % OF REr-tOVED INALL: i,'.�2,3 %'�88 = 8645K SY OP WALL REMAINING: 13.6% 24'-6 3/�.' � O 2' 4' FRONT ELEVATION WALL REMOVAL CALCS ��4�=��-�' � ISSUE LOG I7TAl � y o � ~ F I� a N Y N � � � yr .r P � � Q� V O � V ~ A � � M 5 � �, F,-+ � � 3 Q :J Q 3 .J ; Q 7 �- m ,.�, � N n h � ¢ • F m � �o � F- � J Q Q ttl � zi � � o� z � � � ~ ¢ � "" � e O � �' = � � �� Q � F � � � 30 MAX &IiLDING HE!6HT � �_ � � � � �_ ,� � �� _ � j �i """M ALLOWABi.E HEiG+�T - 30Ft \ y. / � / � � � _ - 4 \ .i � 1 EXiSTfNG 2�DGE HE�.GH7 f•76.�.0 i . \ I ; ----- ----1 - - \ I � � _ � � / -��- � �� / —� ADD (N) ROOF AT 5:12 SLOPE � � � (�F FOR KiTGHEN ADDITiON, � � - tiL� MArGH EAJE Vr�rN (E) ! nE-� � �� 1 i5T FLR. PLATE - BEDROCMS LEVEL GONDITiON �-'� i2 -- i I .. . ti � 5 � '=' � � iv u5' � � , — -- �5` I ;.. ..__ .__._ \/ ry�1 5 FLR. PLATE - N Y L L _ I \ \ N d - — - - - � - m o - -- - -, �� ` ii fi �) �� n WJ I � - . I -. I_ I I I�� __��a �, I _ iI408 � . � �� j .. � _ _— ;I - � . . .. � I � � . � QI I II I- C_ __ ,I '� 6' P I � .� 15T PLR F F, 6EDROOMS LEVEL ti � � I � I I ci � - � � _��__ _ l0 �� _ _ i � j� IST FLR FF. ENTRY LE�/EL (+56.5'f) � - -_ _ ._ Y � B�D6 � EXISTING FRONT ELEVATION � � � 30� MAX BpILD�NG HB6H� — — -- DEGORATI✓E DORMER AT AT7IG. I �lERIF�' W��rr v^WNER. ROOF EA'�/ES WILL NOT PROJEGT WITHIN��\ �'-O" OF Tr+E PROPER?l' UNE. \ i _ .�A� I ` - ' ._-__-. - i i � -�.� � �i ; � I � � -_ -I-' = � / / � / j .W .o � I� - , o w iV � Z � I . 0 I I � � � �� TOP OF GURB �523a A�/E. ^iATURAL GRADE � BLDG � � _ _ _ AVE. TOP O GURB ' _ _ . fS2.�J � � � �523i' T.-, � GRADE GURB �E�.GH� � BLD6 � pROPERT`/ LiNE � F F. LOWErt LEVEi ti I T P OF RIDGE I , "7i"�OPIPOS�T ASPHALT SHINGLES O�✓ER MOISTURE BARRIER OVER PL�'WOOD SNEATH'�NG. I ON ROOF I 2ND TOP PLATE - C�-- r, I-_ _ . ALL t^IINDOWS ALUMINUM GLAD " ULTiMATE' ? SERIES MARViN WINDOWS TO MATGN EXISTiNG tl1 KITGHEN WINDOWS i i I �� 4 ��'�<0 0 7 I I ~ � i"I o \�ti� Q n � , , , _ ' I � � \ti�o I =il - � � �� . , 1, , ; I'��`� � .� � � I � � 1 . .�I . . ;. . � 6 ' i � PROPOSED FRONT ELEVATION \ � \ �� \\ � 0 '- � AVE. TOP OF �SO.B2 A'�, NATURAL GRADE � Y� PA�NTED HOR�ZON?� HARD'E P�ANK S�iDiNG ON EXTERIOR WALLS IST F�R SUB. P. OFFiGE LE�/EL LOWER LEVEL PLATE HEi6HT �ST F�,R PP. EF7RY �E'✓EL !�S6.S�1 � LOWER LEVEL SUB. F. 1l4" = 1'-0 I 2 ' �� — � ISSUE LOG PLANNING SUBh ; JULV.t - � y o � � � = F- .`�. F�'� ¢ N � N - � R�i � ..� � u — J Q , O :. V A . vi ' � O T E � G a 3 _ :J O 3 � I � 3 ' � � N � z §� L[l N 4 Q . F' M /' = N _ � �D F - � :J a Q � � - � :ct C F, O � Z ?; _ � � � m _ x Q � V o 'E O J ..1 1(l - m �? _ C � :.i _ � .� � F 'r.S V/ ��/\;� o�N� �•i Q' z m ''^ � �tIj��;, U yr � �nj b�N � 'C�j �� ) �P = O - W W O z z ° _ o � � U � � �xj J G � � � z �✓ W Z ^ w�1 o�o -aN-� F�i �--1 (� � _ A.P.N.026-053-120 CHECKEU UXRMM = AEV Y68 � onre FEBRUARV2016 - .roer = RAFFERTV :;, A3.1 � � � � �^AXIMUM ALLOWABLE HEIGHT - 00ft � � � — — � � 4 � � EXISTIN6 RIDGE HEIGHT (.�6.107 � �- �- � -� --- - - - - - ��- � _ I ENTRY STAiR GASE AND PORGH TO � _ _ _ _ -�. ___ _ _ � REMAN UNTOUGHED PRO'EGT DURiNG �� - � - ' m I GONSTRUGTION "�� "� .� i5T FiR. PLATE - BEDROOMS LEVEL ry_�=.. .. _ _ . �� TI . ... , . . . � � I �- "� �" �- " � "� - - /- ry,7 ,1 I5T FLR. PLATE - ENTKY LE-JEL --_ _. - —� �. ° ` � � (N! WINDOW AT STA�.2 GASE � , I I_ � � il ---� - ry Q � - - - - � � - � -� � ST FLR P F. BEDROOMS LE'JEi. -__ � � � I � ��5T FLR FF. ENTRY �EVEL (+565"U i � � � � '--:- , � � BLD6 � � NATLRAL 6RADE GURB HBGNT ti � FF. LOWER LEVEL � BLD6 y \ � BiDG EXISTING RIGHT SIDE ELEVATION 30' MA=g�,�DiNG HEi6H= — \ TOP OF R��D6E'�H104% ��ND TOP �LA � - ED OOM � I '7�-b" HEADER HEiGHT AT MAS7ER BEDROOM O v F _ r b i ry r - C'c M t v_ �. T F R P A - FFI i D - L a "��ST FLR. PLATE - ENTR�' LEVEL O I � 'i�-6" HEADER HEiGHT AT LIViNG 0 • ROOM � 0 I r u IST FLR SUB. F. OFFIGE LEVEL II 1 � LOWER LEVEL PLA?E HEIGHT „ %� �ST FLR F.F. EN?RY LEVEL (+56.5'j �59.00 � PROPERT�' LiNE LOWER LEVEL SUB. F. 20 -9 3/4" C%�7 �_ __ � �_ � � �8 6�� TOP OF R�DGE (�8� G4 j %�' �-- __------ J �' � 1 2ND TO? PLATE - MASTER 6. LE�✓EL i � 2ND TOP PLA - D OOM 2 �E'JEL � . .__ � �-.-_ . _ . _. . _ _ , � . _ - . i � { � � II �I _ I' i I' I I _. �I ,� � i h � ' I ml 1 �- � ' � i"_ �` � i � n1 i I� � �� N F R M V L ❑� - ip I TPR P A - FFi V < �d -��u . . - � � -, � o_ j�. p W � � � IST F�R. PLA?E - ENTRY LEVEL W � i D' K I f��,� �_ _I I 'I'-6' NEADER HEIGHT OFPiGE LEJE� � I f * �o I.— � __ � I t O � I —, jr-� I- 'i-, - -�� . � I i. I f. I I A__ � I . l �. . -, I . I . , � . I , � �,I I �. � I I I � � � I ' I L` f Y mQ F N � PROPOSED RIGHT SIDE ELEVATION • BLDG LEJEL SUB.P. 1/4'=1'-0` I 21 �� . �� IST FLR SUB. F. OPFiGE LE'✓EL �p LOWER LEYEL PLATE HEIGrT _ IST FLR F F, EN1RY �EVEL (�56.5�7 � ,4 � � ' � � � �--?�-O � I+EADER HEbHT AT �GWER �E�JEL � � I �i � a .�� . _ � r ISSUE LOG - � u o - ~ i- _ � ¢ V N y N �/ O �" _ �1 ~ P _ � a L c O G u �0 - � L _ � � �+ ` � G ¢ 3 3 O 3 = � 1 � N _ z 4� �� ¢ � F r`�'n J; = N _ n b 'r^ - � :J Q Q � � = z� � o� _ F z � _ � " � � _ x a � V o e O J '� � � E � � � _ � � _ .� � F �� °U ° b/�•i �_ °� `�)� als e `��•. � �/� �uj°M� pq� / ) 5� - � = W fs.] O z z � - �] �.x] � _ � � ¢ w _ � � � E "��z ' z W W h--1 � � w � � � r�-i � 3 A.P.N. 026-053-120 CXECKEO �RAWN = AEY Y6B onre FEBRUARV2016 - roer RAFFERTY ;, A3.2 0 0 — — — -- -- — —_ — -- I — — _ ti MAX�MUM AL�OWASLE HE GHT - 3OfC T � �� i � � � `-- - � ' EX�ST.N6 RDGE HE�6NT '.1b.�0 i x-- � S � � � � I 0 I � I I -_ _ O � J - � I oW �� ry Z I � � _ .49 96' � F'ROPER'Y � BLDG � � N W ry � V > —_ _. W Z � ' � — � i5T PLR. PLATE - BED200M5 LEVEL � � �S' FLR. PLArE - ER7RY LE'✓EL ti � IST FLR FF. BEDROOMS LEVEL � ti!5T PLR FF. EN'RY �E`JE� (�56.5?; � ' ISSUE LOG PLANNING SUBh - JULV.1 - � � o _ ,y. - ~ F � a N Y �/ O _ ~'1 �•, a _ J L Q ` O � U A - � � = L�i � i+ _ � C ¢ 3 � � 0 3 � 3 _ [] Z _ � � N Z §� � � ¢ � F- m _ � � N - � � �o - � V Q Q � W = zF o� Z � � � � � Q � ` w V o = O =� '""t �c L�t E C � � _ � Q � F I t hA7URAL GRADE GJRB �E'GH� l F F. LOWER LEVEL � �Si.5S +5!.63' � B�D6 � �'ROPE2"'/ EXISTING REAR ELEVATION � _. �'� �� - - � e . a u � I —_.-_- _ i ,I ... . _. . . ' FRONT GABLE MAX HEIGHT .- - - i'-�.= -: REAR GABLE MAX HEIGHT I � - � � � � �. � � I� � I � � Q�i� I y/ �� II 9�`�� / � � / � /� / � I : � I NAT,iRA� 6RADE I _ _-- - � � � i 6� � � � �� I �� I � �` �. p m . i . I'_ f ` ti ry Y j � _. I i ; � L� l 1 �I_i �' �1 I I I � PROPOSED REAR ELEVATION �5'.55' � BLDG ,�4.=,,-0„ 12 I 4, TOP OF RiDGE _ �� 8'-0" HEADER HE�G/+T AT BEDQOOM IST FLR. PLATE cOFFIGE LEVELc� - � 15T FLR. PLATE - ENTRY LEVEL l-6' f+EADER HEiGHT AT BEDROOM i5� FLR SUB. F. OFFiGE LEVEL LOWER LFJEL PLA7E HE16M7 I5T FLR FF, ENITt�' LEVEL (�56.5�1 T-O� h+EADER HEGHT AT LOWER �EVEL GRADE SUB. F. �� . . �� `I - I — a ' i I -{ I � � ..� i `D .aW i0 u II r .� > Z_ � W° - Z �`I Q .� .� �l� \S+�pJ G b/�•� W n -_�� q N �7e j�. vJ�� 1� U p �+ _nj b�NY '`�j ��) 5tP a � = U W � ; z z � � W W � < — W Q W ��,/ ��/-J V = 7 f:y ^ _ < W w z ' I w � � T � � � 3 - A.P.N. 026-053-120 CHECKEO ORAWN = AEY Y8B - o�re FEBRUARY2016 ' wer = RAFFERTY _, A3.3 — — � — � — � � _ _ _ � � r� � L _ I _ , , I • r ii .,,�; h MAXIMUM ALLOWABLE NE'bHT - 30ft 4 __ .. . . . . . . _ _ _.. . . . � ~t I �_ - .. . .- _ _. __ �, _ � .. - O �. . . .,.. �_`- = ' -- .-.:�� r...�._ �. _. _. . , _,. ._. ,. .;... .:, .__._. .. .. -�' ...._. _._ . _. _ .— .. . .__ _ �. �.� � � �- — � � . I � +51.3 � BLDG +50.3 � BLD6 � I" `I \ +5155' *5025 A BLD6 � B�DG IN v � rtl I EXISTING LEFT SIDE ELEVATION AND SITE SECTION — — — — �MA��N�GH� — — — — � 6 �� -�b�-'� _. , 7�_6. HEADER � I. I I HEi6HT AT i MASTER ' f I I` I I BEDROOM �p ,. i.I j 1 I � � � � a"'r ,� EXiSTING RIDGE HEiGHT (+'I6.10) � i5T FLR. PLATE - BEDR:JOMS LEVEL � ry � IST FLR. PLATE - ENTR„ LEVEL V — �� n v ° � � IST FLR F.F. 6EDROOMS LEVEL -_ - � '' I ��. � � i57 FLR F.F, ENTRY LE'JEL f�56.5'f) � �. I O. 0 BLDG�1 •.r.,��..� .��'...� ..��...,��.�.,� � F,F. LOWER LE'JE� +533 tj � BLDG � � �� H ,;4. _ ,,-0,. I 2 1 _ h TOP OF 2'�;�E ��vD TOP PLATE - � �'-6" NE/+DER NEiGNT Ar MASTER BATH r o �I � r �t I T F R P A FFI � m - ' 15T FLR. PLArE - EN?RY LEVE = w z � ONLY EX15TiNG WINDOWS TO 'F O REMAIN IN THE KITGHEN. ,a `� 6 � r IQ � 15T FLR SUS. F. OFRGE ��EVEL R EJ P ATE HE� HT • 15T FLR F.=. ENTRY LEVEL (+56.5�) I - - i . Ili � _ .� _ �— � - _ . � _- _ ___ _ I � I - _ I __�i -- — ! ; � � 1 _ � BLDG i .51.55 � • BLD6 PROPOSED LEFT SIDE ELEVATION +533 .53.3' / � BLDG � BLDG j� LOWER LE`✓�j�Pj� O' 2' 4 ,�4. _ ,�-0�� I �� y �� # �i L—_ ' ISSUE LOG � G o m ~ F � ¢ N d � � � r O Q Oy U q ^ � a F�i � T � c a 3 J O 3 � ; � � � N z ~ N § � N ¢ . 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' . .�r� m�re about Artean V�Rus6c fiber cement vd!% ��, � VisR artismluxury.com artisan ,,. . . . .IHIIINHSb! i ` � \ i� � �_ �._J� �� wrSwTnm• Boade —�� MTISRN V�RUSTIC 5104lG N�t IXTERIORSHEATHING — wsuaTan WHERERE�9 YNTER RESISTNE 89F.RIER (HarCieYMao'• a Ediwarij , f ' � ( Y ) ` I � - � \ �\ f �i � ' \i' \I o r a INSIDE CORNER scn�� piw� d�aaq a� p�lY�d v m �eawam gtl� a4 nir Uio aoRj o� M�O�A o OmpHw M aYt M� d�igr. Try Go mF tafa tlr M dfd� nyY�E lar uaetrrlim ad wet W nu! h nn�Gllm Nh tlr IYEd1�im M¢tb� an �pp�mTa �qM d�tm mclfstW, wrjreg a oNr bdrtd adK� b tlr Yfmq d tlw AW�� ta tlr nQt'"m'b d ipr Putinb Prv}ct.lae 1trd ar�pb io 1�� 1� r�prt b tl� r A tl�r b�oig. Far Fmteror s�»ccRkdbro ad t.o�bte hstalldbn hstrvctla�s refer to rypraprlake docurenkatbn at ��1 OtTAII Artisan ��san V-Rustic Siding on Wood Framing V-RUS6C •WiOa�rx^rrg �'�1{�B$��e • VSd a'yrwioa �neatni� � e$ 3.03b Commerclel na z �oie�. I:I�rla:i ARTGAhV�RUSTIC YlATER RESIS'IVE BARRIEF �HvbeVhap " n _arva�ntj E�;?ER OR SHEATHiNG iu• cna oo uoT cnu�r. � Z-FL1iMNG • N,�aor��. � eo>a: NOTE REFERTOWINOOW 6NNJFAGTURER'S INiTR1:C'qN5 FOR PP.OPER WINDOW INSTRII ATiON � N7NDOW FRAME P �' V S`A:L� WINDOW/DOOR HEAD ,e.. a�, v. �r�a o a ra� y� �,e.. cwv m,a., o. �t�N�d o t�r b u�Y tl� die�g�r. �hy do cwirh tlr M 60dY r�td far rnetr�ctlm ad inet b �1atl n Gm�4tbi M tlr MdNlm IMxtla� Yai YnM Aidf sAbGNd. / tr/F� � aYrr brM'd aA�Y a1Allr�lml�aillw?W�bINrMrwMbdyal� vroJ�.�aw w'r acpr �o w�ly e.wpc� w w u. a wr ea�Y�. For f�lernr specMYatbrts ad cortplste kstallatbn hsWctbns refer to cppropr'Ide docurentatbn d�f�bi �>Il Artisan P�rtisan V-Rustic Siding on Wood Framing v�t�ati� •wooaF�d�,;�y • OSB a Pywood SneatMig 3.08 ae, z.z,�i::� c�, / aJamesHardie Commercltl ARTISIAN V-RUSTIC SIDING SPECIFIATIONS AND DETAILS ARTISnIi': F.USTIC �'iATEF Re5i5TfJE BAFF;c=. �Hr6NWap .• o� Ep�va�N� E%(tFqR cHEA7HIN4 s�mrvs nn�� OUTSIDE CORNER S��E ,•-,• Lr �� om� � ad�TwU�trWqa� 18wiiA a b moht tlr do roF w� nr rou ara. rK/W 1a faehY[!b1 ad irt d� noa m m��ilan Wl� tlr F1dIQMM� Intrrllo� Ta �WN abtaM ocN�cNH, I�frrlg a ollir brhlf4l aOAc� a�M qM �Mt(b11y of tlMM O�oigl W Cr f�qYt/I�I�p al ypt pQ4ttIT P^�XA .h�w HrA, auipb ro tl:tly h roy�rt b tlr ir aF Mw Avw�. Far f�tener spec6kdbr6 ad tartpbte hstalldlon tehwtbrs roFer to cpprapriate dor.unertatbn d tl�i� pCi4'.L Arhsan ��san V-Rustic Siding on Wood Framing v-��Se� �'^�:F,,,�� ..., �Y i1y�MtiC':^ii3�'�:�'� 3.04a Par 1:��i': , W000 FR4MING i i - _ � I I . i _ I I I . I � - I I _ wrrxroRSNEanr.Nc � _ . 2' 4' � sr,n�e r=a� RR?ISlN V�RUSTIC WATER RES�SiIVE BR9RIER (Hardcvkap" u Eperaierl� E%'ERIOR SHEA'HIIiG NO1E RtFEftTON7NDON F4INUFACTURER'S', NSTRUCiIONS FOR PFOP=4 NJIN�^!XV INSTA:1 PTION WINDOW SILL M� A'MMf� 01 pll'.r11E 0 OI ItPlabll �� IIM� C%U 0'Od1� QI Idn1'd a b�qla0w b a,Yt IN dwM�r. llr� m `ataiY� M Akd r�1�tl IQ ro�Y�tlpi aN Mt b� rsol � tcn)r[Ilon NII tlr bfalotlm Inl�rLa1� m� Yo Mld rtloM ad�4chraL �My a dM frhrrd N�t� a'w� U1�lNklAh af Or dWt) b Mr iq►wrb af yor PufMaIQ Pn�C! lar Nry aupb ro M�IY� h n�prl b tlr r. d Mw 6n�j. Far fastener specfk,atbrs ad wirybte Ystolidbn tntrvctbre rofer to cppraFxlote documentdton at �� rai Artisan ��n V-Rustic Siding on Wood Freming V-RUS�IC ��h'�1FrarYng •.�5� a a�� SMaNr,� 3.09 fle, �JamesHardie J Commerctai � WINDqY FR?l.ff FLASN YAN�OW PER MANUFACTURER � RECOFMENDIITION (Iltlm ii pruhudnp byatl wrWox e/l tl m,�aoo�aa.� � HadaTnn•BmrEe � �EavE �wvRorw�rE cnv AND GULN � AJamesHardle Commerci�l ISSUE LOG \/ C r�4 1 ~ F � � �i � O� w � :J � j /-� Q V, F � :J zF � x OJ �"� Q E 0 N Y O � '� V V � A � p � � Q '�i v, 3 O ; .� � N A Lad F m 5 � � � ,j X Q � L[] � � Z � � °° a m � V p ..1 � v� N � � �, a F 'C�. b/ \W/o No �•i � n ,� 6 I W � bi N ` �j-;� V QS 9YOxr 'C� ,� ) �P � U W o z � ° - � j U c � ,� � ` � � z � � � z � W W � � w � _-? = w oo � Q � i--� � - A.P.N. 026-053-120 CHECKEO UXAWH = AEV Y88 � onTe FEBRUARY2016 - JOB M = RAFFERTY F.� L'lV � L� 1 ": 1'-0" 1 _ � "" .�. � =e�etde �� z� � F Oc � � Qz �� ` Z g a w a a U N � Z g 0 W W O Z � � W Z p � Q N Q U � Q � � W � � m J 0� O li T W MV �AT� s/iane �CA� AS NOTED J N . xlat SHEET L-1 OF SHEETS � IQRI6�T�ON EG2UIPMENT LEGEND f — � SYMBOL PESGRIP710F N01E5 GONTROLLER IRRITROL SMART DIAL SERIES GON7ROLLER i2 STArION INSTALL IN LOGTiON u, WITH WEATHER TRAK SYSTEM FOR �RIFIED BY OWNER ULTMA?E INATER EPPIGIENGY � FEBGO ATMOSPERIG BAGKFLOW DEViGE � z { N�BGO BRONZE i" 6A7E VAiVE � • HUNTER MP 3000 RO'ATOR NEAD 22' R.4D!US �- - - __i _ _ _ � " � GONTROL VALVE WEATHERMATIG ry I" USE P12ESSURE REDUGER FOR INSTALL IN 10" GAR50N VAWE 60X ' — _ pRIP IRRIGATION —_ MAIN UFE I" SGHEDULE 40 P�/G �H" MINIMUM DEPTH USE PRIMER AND - GLUE '— - LATERAL LINE SGH. 40 PVG I�' OR AS SHOWN 12" MtNIMUM DEPTH �� \�� I TAFIM TEGHLME I�" SPAGING INSTALL AS PER MANUFAGNRERS DRiP IR4IGATION SYSTEM REGOMMENDATIONS i IF_ _, —. .. _ _. _ . �" �� SOLID DRIP LINE M F�/G SLEEVE INSTALL AS PER MANUFAGNREFtS ' �- = — UNDER PAVING — REGOMMEND�ITIONS I � vC�'e�.=G` '�� E.`� 5`I N� 'R�i!�AT ON `�'-a \ ._ �t= �C E�G!� ' YaRD G �"E / �'� lE A'e:. REP��v� 5"R->" IR�IJA'IOV ti PAR!`I'�J ! B�GI�FLCW ,TR � _�,hV V�' �„B��URF�G= ti��`•�,�!"'t , �RE 1Ei�T�R :�R �'' �RR G-k` Oti .a'�D I R�P_��E L4Vvti — l� - _ — -- -- �� 0 � � KiTGMEN � 0 D�� ?ANTRY � i I I I I , �'i � �; , i i ��,+ . - + �,,, __ I I I I ieei�p. } �,�...� — 6 � I I I I f,� I '.' ` i _ i � i � ., _,-- I - ;—_ i _ 5 i, R _ - --- - : - — _ _._ _ - � . �! I 1� r~ ' scn40oic ` 2tt6�5 � 2tt6's _ � �A_ ��5 i � � i2�=-563� � i j � S�r �.� � , - - , ., � � i i � 3 -- -----.I � ' I ' , i � � ` i} , .y -- .. ' {" + , � i - �� . � i �. � �- ' -� =��-_ � ' , I , � i � '�, �v I � � M�3 �1 A ', �-'-T-i T _ f , � : � - , _ D N N6 � � ,I __ � t� � I I;� �•�� I I ` `#�t Vv.�T '�_SFR /'�G�� f �'4 -� I I � � „�3 pt `i�;r _ 1 I I � � * F� \ i, �_. � � � I I � � �� - � �,-- � � � �q IJ � � Y- - F C � � I � � � t. . � _ REVI ED FOOTPRiNT i , 11 I �__ r: _.. t � 1 I I !' 3 Ii _ k.. I I ��' k_—, s�r --:. c �� '.,� 4 I I i :� I I I � i � -� : il I If i�� ; ', t I� I f � LIVIN6 IRRIGATION PLAN I �' S �/ALVE LEGEN✓ � VALVE • SYSTEM NPE FLOW RA�E APPLIGAT'�ON RATE OPERATIN6 6PN� OR 6PH INGNES PER NOUR PRESSI.RE h i r , i , DRIP TO �AWN . i.02 per !00 LF 3p-qp PARKIN6 STRIP .64 � ii 2 • SPRAY TO LAINN 1.9-3.0 6PM .5 • �� i ' __ ._. ._ t_ . . '� �' SPRAY TO LAWN I 9-3.0 6PM � ,5 30 . ' - � __. __—. f __ _ . _ -- _ _J 4 � DRIP TO FIZphT vC I O� PGr 100 LF ~ II PLANTiN65 .64 30-40 I D21P 70 FRONr rD I 1.02 per 100 LF �� 5 PLANTiN65 64 30-40 j i . + - . I b � DRIP TO PRONT YD I IA2 per 100 LF � 64 3�"� I � 1I 1 � IDR��.P ?O S��.DE OF � 02 per .00 LF I 64 3�-� i DRI VEr/AY { _� 8 � DARIP�TO REA2 ��per �00 LF .. -� 30 40 -I I 64-- I fQ I� (E) SPRAY TO LAYVJI �� 9 3.0 6PM .5 I � � � - -_�.�.a,,� .�� :�-1-i.i\ \ _=�/`�'� `: R-`''�'� ,_.�'!-��J'_ =�rC-�'� ,=.-�.i:� i�I,Tr -+U�.`_F V';- ROTA'"0�5 RGR '�GREAScD EPF�G ctiG" � J�� /E� y.� - -_ , _ b� � O i � E.M. I i QF�iGE I� � I I� � _ �., - . 7, � �'�� 3 tt 6 ��s ;. _ o -,.I. ----�- �• 2-- -- • � � � � -- - I/ � � � � ^�. ' o---, , 1 ; \ � ` / r� -- -- ----- � � — �-- - --- , � r �, �, - , ii ii ,� I �� i�w----------------- i � � � � , � �i I '! ii i i i, i I i � � ii I_------------------------� i Irrigatior system programmed to water between the hours oF 8:00 pm and i0:00 am. irr�gat�or system and components desgned in s�ch as way as to corserve water ard prevent overspray and r�noff � � O O I/ �/�'yO +oJ�SG�f * ti�7 �< +� �l ZT E%P t t 10;1) r T ..� ilora �,�.r � ` s�. '� e, / 9� (� �,�� 3i16" = 1'-0" 1 V � z ;� � � O C � � ,� n y � � L � �� g a O Q � � W W O Z � Z N Q U �a� � W � � m J � � � r m MV ZF{EC1ZE6 MY —6AT� 5/17I18 �� AS NOTED �� SHEET L-2 OF SHEETS TOTAL LANDSCAPE AREA- 1,537 S.F. SPECIAL LANDSCAPE AREA- 0 S.F. MAWA• 28,550 gellona(yr ETWA• 27,571 gallona,'yr �HYDROZONETABLE � � z =� �F o�� Q Z � Q � � ZON� � I � � � � � ZONE 5=i�L�J — � .40 S f� _._ .._ [ li.--- �� .. � , _ �' � - , . __..�._ �...._.__�:. � , � - - � I�l � 1� ,-, ,�: � _ � HYDROZONE DIAGRAM Nore that surface areas of a warer feature wlll be counretl az hlgh wa�er using plant a[ PF 1. MAWU anE ETWU Max Allowable Wa[er Use (AUWA) 28,550 ga:lons/yr CITY STAFF REVIEVI Es[imated Totat wa[er Use ILTV��) 27.571 gatlons/yr ] YES, ETwU < MaV.�a Ave�age Irrigation Effkiency OJ8 gailonsryr J NQ ETWU> MAWA Proje[t Meecs Water Ef(icient Requirements 1es ini�ials ___ _ Projecl Mee[s Irriqatbn Effklency Repuirements Yes ��/ � � :�� i;, %� ZONE 6 �� 344 S.F. j/j � �,a �- — -- -_ --- — -, �-�- -- --- — _. -_l-� r _-__ _- _ ...:_ � .:..... __' 1 I � � I I I � 1 I � 1 I � I �p ,� �Y �� , ,' i� 'i 1, I fI�. ._ _____ ___.___ ___._.. . ._� 7 t �,_ -- - ___ _ ------i i ii �i i � � � i �, i i � : � � � 1 i I � 1! I I � � I � I . I � � � . I � 1 � —___. . .. . �- � .L. __ _ i. -----__ . ___ i V.NDSGPF� �o�'W No ti o-� � �n �' exv.ii.aori� U T / � y �9M ]k4( ��9� �}' G1L��P 3/18" = 1'-0" 1 G MQ I�.VR V Q � W � N � 0 2 O Z � � W Z N Q U � Q � 1.� W � ��y, m J OD � � T � � MY _�_ MY �AT� 5/17r16 —�� AS NOTED �� ooc SHEET L-3 OF SHEETS . M -`- � VICINITY MAP NO SCALE LEGEND AND NOTES - - BOUNDARY LJNE CA :' CABLE 7V OVQtHEAD L1NE E ELECTRICAL OVERHEAD L1NE ETC ELEC7RICAL/IELEPHONE/ c� Tv ov�x►+�n uNe ER x FENCE uNE ss s�rar�r se� uNe SD STORM ORANJ LINE T TELEPHONE OVERHEAD L1NE fF FlN�SH FL�OR FL FLOW LINE M- MULiIPLE TRUNKS PVC POL`MNYL CMLORIDE PIPE RP ROOF PEAK TC TOP OF CURB TOS TOP OF SLAB • AD AREA DRNN O EM ELECTRICAL METER O GM GAS MEiER DCICV IRPoGA110N CONTROL VALVE � JOINT POLE , • PILLAR W/ W000 POST O SSCO SANITARY SEWER CIEAN-WT O WM WA7ER ME7ER DQ WV WAIER VALVE � O W WAIER VAULT BENCHMARK x� SPOTGRADE ASPHALT BRIqC CONCRETE , GRAVEL - rir� ' , ` _ � _ uwri TN.E � . TREE: TYPE AND . 92E AS NOTED \ � �\ 0 4 E 16 �,�: ,��.8� � � N � N N � � � io N � � N N N N N N N � T� 53.82 � I ALL DISTANC IN FEET ANI 54.13 UNDERGRO � � IS BASED I BUILDIN SHOWN FlNISH FLOOFi AT DOOR ' N T� � SITE I 53.49 �R� CUT q 53.95 � ELE1 � caTr ov N rc �'P 53.24 y y,yR r � � , o. 'b� � ASPHALT TC hy DRIVEWAY ��- 5� 53A9 N 3 ' CONCRETE� �' � �53 3 " 3.5 � 53. � , �.. /. . �. , . 6••F,� . TC � " ' ' " 53.75 ^ 53.Ot � � RIVER . . � ROCK � �i p� - g 5"7RE �. . . �„� � y.yY p� . . W a �� -53.1. . .. � `r . . �LAWN. . . z a - . • 53.1 � 53.35 � g� N 22"S CAMO E-' - � �� 53.0 rc ; 52.83 � � � - � � - � . + . . . . .. 0 �W c ' h�'0. "' � �� -r- - . � ` 52.69 � '� 2+��PiVF CMI ... . � . 52.85 • M-MAG\O��.A y icv TC ^ - �52.6 BRICK y�' BPodC� ,O6 nU � 3.�- 5 .70 CONCRElE �- . i� 6� � URIVEWAY � e h`� 2.47 ' .- SJ.J9 T� .. � . � 52.70 � . � . L� . .� PLANTER N. rc .,o s2.ss � h'�• N . ^R . yry� /5�3.22 � ! I T!` N TC 52.42 v � I TC 5� 52.26 � �i WN EASEMENT NOTE � W mars �e ni� u� No �uorTs us�o iH nn.e y F A FOOT. REPORT PREPARm BY CHICACO 71TI.E COMPANY, TI1LE N0. FWfO-3471501344-MA. ACAiION DAIID MRIL 23, 2015. MDENCE. ' ARE � �, w N � ARE TAKEN X1QtI0R) BENCHMARK � AARK pTM � ��NGAME �TICHMARK "' � BENpi MARK 1a5 RAMSET NAIL IN CURB qNT AT INTERSECTION OF HILLSDALE ORIVE p� AND DRAKE AVENUE �r�nar - ae.4e' DATUM) (C17Y OF BURLINGAME DATUM) � W N ��4 �4 � N � NEIGHBORING HOUSE c� B' WOOD fENCE RP-69.36 51.3 W N 51.35 N34'S6'00 E _ _ _ 51�8 CONCRE x 53.31 52.98 CA 1' RI 57.6 � 53.12 51.55 I �� c� 330 . RAISED 5� - , ` . � WOOD BORDER W �^ � DECK ' � - r - -� . . . 3 in FF=SB.52�..�. �.. � _ � 50:3 �. . -� u� - � 6"FR�ii 6' WOOD FENCE � W II I . . �� • �-. ��4 �3 ----49.91 � J- FF C54.93 �- M� F I C�- i W N O TWO-STORY �� -�� . . 'S0.2 STUCCO HOUSE �� I g '� RP�75.67 �,�� .;'�g. � �p + Py� . 50_73 . � fi] �.94 ��(�� 0' �� BwcK �� -'� f� 7 CONCRETE RETAINI C ALL -. �_ CATE FF�50.47 4� 49.43 � ��" � . w N � 49.26 : . 4B. � lo F F� 5 6. 5 7 �� 49.65 . F-` � p o 55.95 50.07 � SSW � P 4' WOOD FENCE f CARACE 48. �'� 55.95 51.26 '�p�PVC �. 49.20- TOS-49.41 Z� n�. O � T 49.87 x l�' \� RP=63.21 W� � W uNi 55'89\ 50.49 . GA . T� C,�� F 49.1 SNCCO WALL GA7E% 4� � CONCREh T �A�y \� .46 � �' SR98 , r- � � . . , _\� m WITH RISER T � � 50.55 � 49.96 , 49.18 - % � PLANTER N34'S6'OO�E 120.00' -- �� 49.39 48.94 FENCE NEIGHBORING N HWSE �^ RP-76.64 N d�7 �� N H N N �� 9a 1��4 9� 1L�4 9� ��. �. .. �. ��'' '�'� r � 4 �� e ��Q+ru�� N 8 rc a z �;� Z � �g�mnn � K ¢m n W � ��iom � � w V J� n Z ��J �p � �Q aoSmm� J ��(w^...0 W � uain¢a.�N W tn < N � � W m ¢ Z �� W m Z �a � .� w <_ m?'; W 5 ��~�3 J U �g3map � V m m � a J �oss a�<��n Ym3�.... � �� a�<a� m�x�.._. N � ' � � � Wz ' N � � o � O Z W �7.y < � ~ �a 1� C"� zNw Fil � W�1 � F+-I � �z � z �1' F-�I � � � � � W � � �..) 1--1 a �N F+�1 � � a � � REVISIONS BY JOB N0: 2160107 DATE: 03-02-16 SCALE: 1' = 8' FIELD BY: DR DRAMM BY: JN SHEET N0: su� O1 OF 01 SHEETS 0 � GENERAL NOTES DAMACE TO ANY EXISTING TREES AND SURFACE IMPROVEMENTS WHICH ARE TO REMAIN IN PIACE AND SHALL BEAR FULL RESPONSIBILITY FOR ANY DAMAGE THERETO. ARE KNOWN TO THE ENGINEER ARE SHOWN FOR INFORMATION ONLY. CONTRACTOR SHAIL EXERGSE ALL NECESSARV CAUTION TO AVOID DAMA3E TO ANY EXISTING FACILITIES WHICH ARE TO REMAIN IN PLACE, WHETHER OR NOT SUCH fACILITIES ARE SHOWN ON THE PLANS, AND SHALL BEAR fULL RESPONSIBILITY FOR ANY DAMAGE THERETO. NO WARRANTY IS GI\EN AS TO THE COMPLETENESS AND ACCURACY Of SUCH FAQLITIES INFORMATION. LOCA'ION OF ALL EXISTING UTIUTIES IN THE FIELD. LOCATIONS SHOWN ON THE P�ANS ARE APPROXIIAATE AND FOR GENEftAL INFORMA710N ONLY. AT 800/642-2444, A TOLL-FREE NUMBER, 48 HOURS IN ADVANCE OF ANY EXCAVATION AC7IVITY SO ALL UNDERGROUND FACIU71E5 CAN BE LOCATED AND MARKED. RESPONSIBIUTY FOR JOB SITE CONOITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT,INCLUDING SAFETY OF ALL PERSONNEL AND PROPERTY; THAT THIS REOUIREMENT SHALL APPLY CONTINUOUSLV AND NOT BE LIMITED TO NORMAI WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDE�ANIFY AND HOLD THE GTY, TNE OWNER, AND THE ENGINEER HARMLESS FROM ANY AND ALl LIABILITY, REAL OR ALLEGED, IN CONJUNCTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT ExCEPT FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE CITY OR THE ENGINEER. COORDINATE THEIR WORK SO AS TO ELIMINATE CONFLICTS AND TO INSURE COMPLETION OF THE ENTIRE PROJECT WITHIN THE SPECIFIED PERIOD. OTHER RIGHTS-OF-WAY IN A CLEAN, SAFE AND USABIE CONDITION. ALL SPILLS OF SOII, ROCK OR CONSTRUCTION DEBRIS SHALL 8E REMOVED FROM THE PROPERTY DURING CONSTRUCTION AND UPON COMPLETION OF THE PROJECT. ALL ADJACENT PROPERTY, PRIVATE OR PUBLIC, SHALL BE MAINTAINED IN A CLEAN, SAFE AND USAB�E CONDITION. UNDERGROUND NOTES 1. CONTRACTORS SHALL EXPOSE AND VERIFY PIPE MATERIAL, LINE SIZE. LOCATION AND ELEVATION OF EXISTING UTILTlES, INCLUDING SANITARY SEWERS, STORM DRAINS, AND WATER LWES AT ALL TIE-INS AND CROSSINCS PRIOR TO CONSTRUCTING NEW FACI�ITIES. 2. UN�_ESS OTHERWISE NOTED. ALL STORM DRAINS, SANITARY SEWERS, MANHOlES AND INIETS SHALL BE CONSTRUCTED IN CONFORMANCE W1TH THE COUNTY OF SAN MATEO STANDARD SPECIFICATIONS AND STANDARD PLAN DETAI�S AS DESIGNATED AND TO DETAILS AS SHOWN ON THE PIAN. 3. ALL TRENCH EXCAVATION, BACKFILL AND BEDDINC FOR STORM DRAINS AN7 SANITARY SEWERS SHALI CONFORM TO THE COUNTY OF SAN MATEO STANDARD SPECIFICA710N5. AND DETAILS. 4 AL_ TRENCHES AND EXCAVATIONS SHALL 8E CONSTRUCTED IN STRICT COMPLIANCE N1TH THE APPLICABLE SECTIONS OP CAUFORNIA AND FEDERAL O.S.H.A. REOUIREMENTS AND OTHER APPLICABLE SAFETY �ORDINANCES. CONTRACTOR SHALL BEAR FULL RESPONSIBILITY FOR TRENCH SHORING DESIGN AND INS?ALLA710N. 5. ALL GAS, ELECTRICAL, TELEPHONE AND CABLE T.V. UTILITIES, WIIL BE DESIGNED AND CONSTRUCTED BY OTHERS UNDER SEPARATE CONTRACTS ,AND PLANS. 6 THE USE OF MATERIAIS CONTAINING A58EST05 SHAIL NOT BE PERMITTEO. 7. IN LOCAT10N5 WHERE UTILIN lINES OR OTHER SEWER CRO55 1MTH LESS THAN 12" CLEARANCE, SAND BEDDING SHALL 8E E%TENDED VERTICALLY FRDM THE BOTTOM OF TRENCH TO MIN. 6" ABOVE THE UPPERMOST PIPE AND EXTENOED LATERALLY 5' IN EACH DIRECTION FROM THE POINT Of CROSSING AND COMPACTED TO 907. RELATIVE COMPAC710N. 8. UNLESS OTHERWISE NOTED, SANITARY, STORM AND WATER LATERALS SHA�� BE CONSTRUCTED TO 5 FEET FROM FACE OF BUILDING. 9. T1�E TOP OF THE CONE PORTION OF THE MANHOLE SHALL BE SET SIX INCHES BELOW SUBGRADE. UTILITY SERVICE ?HE APPLICANT SHA�L SUBMIT NRITTEN CERTiFICATION FROM THE APPROPRIATE ENERGY AND COMMUNICATION UTILITIES TO THE PUBLIC WORKS DEPARTMENT AND THE PLANNING DINSION STATING THAT THEY WILL PROVIDE ENERGY AND COMMUNICATION SERVICES TO hiE PROPOSED PARCELS OF TH�.S SUBDIV1510N. THE LOCATIONS OF THE MAIN WATER SERVICE AND SANITARY SEWER �WES ARE APPROXIMATE, PRIOR TO THE CdNNECT10N POINTS SHOWN. AS A REMINDER, A SEWER CCNNECTION PERMIT FROM SANITATION DISTRICT, AND A CONNECiION LETTER FROM THE WATER COAIPANY ARE REOUIRED. ENCROACHMENT PERMIT NO PROPOSED CONSTRUCTION WITHIN THE qTY RIGHT-OF-WAY SHALL BEGIN UNTIL CITY REOUIREMENTS FOR THE ISSUANCE OF AN ENCROACHMENT PERUIT, INCLUDING REVIEW OF THE PLANS, HAVE BEEN MEi AND AN ENCROACHMENT PERMIT ISSUED. � IC�ONSTRUCT FENCE ALONG CRIP LINE F�.. _ PROPERTY LINE _ _ i� 6' 'MIN. �� PLAN �1/B" R4DIUS TOOLED EDCES 4" DEEP CONCRETE PAVING, SEE NOTE � jj3 REBAR, 18" OC, BOTH DIRECTIONS I:�IFILTRATION DEVICE �10" CLASS II BASE ROCK COMPACTED TO 907 RELATIVE COMPACTION. CONCRETE WALKWAY-TYPICAL SECTION N.T.S. i � �.�v i GAS FROM SiREE <- i- ;_ s � W� J _. a a� ^ x _ � �I � � V � ` _w_ ��.v�� e��e � �i I 1: � I r . ; (N) ENiRY PA7H $ � P � - .b 6': e �___: _ . rr:. . � `�. �: ._ 1 ' • O � W r�1- z W d � d z a W � DRAIN BOX WIOTH Z� 3 q" VEGETATED AREA �18"x19 }" GRATE x 36" 6" PERFORATE� PIPE, (NATIVE BACKFILL) � L=6' I � i w I 3/4" DRAIN ROCK z� �� ' CAP-TYP. �I v � GEO-TEXTILE FABRIC TO a � PVC CROSS ENCLOSE ALL DRAIN a I 5' MIN. z�� CLR. ROCK (CHRISTY V-24) 3/4" DRAIN ROCK �OR EOUAL � SECTION A-A FiNISH GRADE � j GRATE COVER 1 INFILTRATION N TW RIM . t INV 48.7t �' PVC SDR-}5 TIGHRINE �FOR ROOF OONNSPWT �(N) GAS LME � DOMNSPOUT-TVP LOT 24 REMOVE BRICK Y OU TFLO W Z PIPE � DRILL 2" HOLE AT BOTTOM �� FOR WATER TO DRAIN 2"-3" DIAMETER DRAIN ROCK CATCH BASIN DETAIL N.T.S. GRAVIN WALL 3'3 MA% ) (NJ GAS A1ElER� LOT Z3 CONS1iiUCT (N) STEM WALL TO E%TEND IIA 4 t BLOCK 46 AT Y-70' ABOVE (N) FINISH SLAB INV l6.5 EASTON ADDITION �� PVC SUR-}5 TIGMTLINE B4OOO SO.FT. FOR ROOF DO'hNS�WT �N) FS=49.39 0.14 ACRES � � � REMOYE (E) � EIECT./CAS METER (N) DECOMCOSEO �(N) COVERED ENTRY @ SENER CLEANOUi �� FlRST FLOOR AS OF ADDITION • . � �, (N) RETAINING � ' WALL (H�2�S) • �. It.' ' .. . � . _ . �<-= �9 = , . � � � � � , � � ftEMO�E (E) � BRICK W�LK ± -5: �'` � (E) DRI�EWAY TO REAIAIN- VERIFV CONDITION AND � • REPLACEMENT w/ OWNER @ � ARCHIIECT IN fIELO NOTES: 1. THE DEVELOPER SHALL INSTALL "THE PROTECTION DEVICE " PRIOR TO THE START OF GRADING OR CLEARING WORK. 2. THE CITY RESERVEO 'HE RIGHT TO ISSUE A"STOP WORK" NOTICE IF THE " PRCTECTNE DEVICE " IS NOT INSTALLED. 3. ROLLED CHAIN LINK FENCE ON DRIVEN POST. 4. PLACE WOOD CHIP AROUND TREE AND ALONG DRIP LINE TREE PROTECTION DETAIL N.T.S. N7a'S6'00'E �� _�_ IhV 46.53 oECK V�2 �' � �. �N � ge � 6' PVC SOR-35 TICMTUNE g O 5=17L AAN.-TW. '�.� REMOVE (E) � ^J ►1 CONC WALL � Q �N) ELECT. AIETER �, (E) SSCo-� (N) OVERMEAD ELECT. LINE (DESIGN BY esiraa�r��uF:rn�+��._. 'i �c�iu.:r�a. - N �S Fu �,�. ;x.in+.� ...,+w.;,� Tr , .,�" - ..� a ; ;_ fi-�'1i ^�...... �.1� t� r �_ .e ::C �c,.r� . - _ " _ _._ _ .. _ _ .-r- .t.� .�....�-.�.."�"�' P3J �i:ri [__�:_.- _�-� _-�_' __ ', 7R0 SE3"eS CWV:NEL �RAIN SYSTEN� � MAINTENANCE NOTES 1. OWNER IS RESPONSIBLE FOR MAINTAINING ALL INLETS RETENTION SYSTEM, DEBRIS BASIN & DRY WELLS FROM TRASH, DEBRIS & SEDIMENTS. 2. THE REGULAR CLEARWG OF SILT AND DEBRIS IS ESPECIALLY IMPORTANT PRIOR TO EACH RAINY SEASON. DESCRIPTION PROPERN LINE CENTERLINE SANITARY SEWER STORM DR41N LINE DRAINAGE FLOW REMOVE TREE LEGEND � � SHEET INDEX GRADING AND DRAINAGE PLAN G1 EROSION CONTROL PLAN C-2 CLEAN BAY SHEET C-3 8' M:n, lav F�ermeaDle So'� Koysmnc Czp Unit KuyvloneCeMury Wall J:�it '��:I„ -��-- n ��» . — — � � ` 1.. 1 1/4• � Relained Soil : � 'q� '� 8� , Flnlsha0 GraJu UNt Dre nage Fil • y� 21' K (�74' CNEhed )� l �"a f RoGc a Swne) [� � �''��'k�� A:FrozmeteL��ts '�'= _p ��r��.dE3'�nF-..r=yn��t. �, _.��T�,o„ ��,.�„� �a,ae,d �r 4' Perfcraletl PVC Ore nage �Ilc �-rushed Slor� levvll�g Pxd Wrepped In F Icx Fabric Uf Requiretli Fr.�melatkm So9 EARTHWORK QUANTITY NOTE: THE QUANTITIES ARE SHOWN FOR THE PURPOSE OF GRADING PERMIT APPROVAL FROM THE CITY OF BURLINGAME AND ARE NOT TO 8E USED FOR PAYMENT TO THE CONTRACTOR . CONTRACTOR SHALL ESTABLISH HIS OWN OUANTITIES. Typical Gravity Wall 5ection CurWry wa�� U�ut- 1' SetCack APPROXIMATE CUT REQUIRED FILI REQUIRED �Q4,Q\� N. Rqp �fy\ " � < � r = a No. 56027 �' g,p.12 31 16 # \��l �IYI�.p�� N n � � Z N �z w W �� Z Z Y3�m � V � V r W J 3�� 5 c� Z � n � z ��+g N � n 0 Wz � n zo g W � � ~ �a � a� zNw W � W/'�'� � 1"�"1 � � � � � � U � � 1 N z � c� a Az� a � � V � W A REVISIdJS DAlE JOB N0: DAIE: 11-9-201f SCALE: 1' - 10' DRANTI BY: NR SHEET N0: C' 1 OF 3 SHEETS VICINITY MAP N.T.S. EROSION AND SEDIMENT CONTROL NOTES: 1. ALL CONSTRUC110N ACIINTIES SHALL BE PERFORMED XJ CONFORMANCE YA1H THE STORAI WATER POLLU110N PREVENTION PUN FOR THIS PROJECT AND AS REWIRED BY THE STATE OF CALIfORNU WAIER RESWRCES CONTROL BOARD ORDER R2-2003-0021 AND NPDES PERMIT N0. CAS 0029831. 2. 7NE DEVELOCER IS RESPONSIBLE FOR ENSURINC 1MAT ALL CIXJTRACTORS AND SUBCONTRACTORS ARE AWARE OF ALL STORM WATER WALITY AIEASURES AND IMPtEMENT SUCH AIEASURES. FAIIURE TO COAIPLY YATH THE APPROYED CONSIRUCTION BEST AIANAGEIAENT PRACTICES N1LL RESULT IN hiE ISSUANCE Of CORRECTION � NOnCES, GTAlIONS, AND/OR STOP ORDERS. 3. ANY �EHICLE OR EWIPMENT WASHING/STEAM CLEANMC AIUST BE OONE AT AN APPROPRIATELY EWIPPED FAqLITY NNICH DRAINS TO THE SANITARY SENfR. ' WIDOOR WASHING All1ST BE MANACED IN SUCH A WAY THAT THERE IS NO DISCHARCE OF SOAPS, SOL�'ENiS, CLEANING AGENTS OR OTHER POLLUTANTS TO THE STORM � DRAINS. WASH WAiER SHALL �ISCHARGE TO THE SANITARY SEIVER, SUBJECT TO RENEW AND APPROVAL OF 1HE CITY ENGINEER. 4. THE CONTRACTIX2 SHALI BE RESPONSIBLE fOR UTfER CON7ROL AND SNEEPING OF ALl PAVED SURfACES DURING CONSTRUCTION. 5. THE FACILITIES SHONN ON THIS PLAN ARE OESIGNED TO CONTROL EROSION AND SEOIAIENT DURING THE RAINY SEASON, OCTOBER 1 TO APRIL 30. EROSION CIXJTROL AIEASURES ARE TO BE FUNCTIONAL PRIOR TO OCTOBER IST OF ANY YEAR GRADINC OPERAl10NS HAVE LEFT AREAS UNPROlEC1ED FROM EROSION. 6. ALL ON-SITE STORM,DRAINS SHALL BE CLEANED IAIMEqATELY BEfORE THE START OF THE RAINY SEASON BEGINNMlG ON OCTOBER 15T EACH YEAR, SUBJECT TO THE RENEW OF THE BUILDINC/ENGINEERING INSPECTOR. Z IF RAINY WEATHER BECOAIES IMANNENT, GRADING OPERATIIXJS SHALL BE STOPPED AND EROSION CONTROL MEASURES SHALL BE IMPLEAIENTED TO PROTECT DISNRBED AREAS. 8. DURING THE RAINY SEASON, ALL PA�ED AREAS SHALL BE KEPT CLEAR OF EAR1N MATERIAL AND DEBRIS. 7HE SITE SHALL BE AIAINTAINED SO AS TO MINIMIZE SEOIMENT LPDEN RUNOFf TO ANY STORM DRAIN SYSTEM. 9. CONSTRUC110N ENTRANCES SHALL CONSIST OF A MINIMUM B' 1HICK LAYER OF 3�-4' fRAC1URED STONE AGGREGATE UNUID VATH GEOTEXTILE LMER FOR A MINIMUN DISTANCE OF 50 FEET, AND IS 10 BE PROVIDED AT EACH �fHICLE ACCE55 POINT TO EZISiING PAVED S7REETS. THE DEPTH AND LENGTH OF AGGREGATE A1AY NEED TO BE ADJUS7ED M! THE FIELD TO ENSURE NO TRACNING OF SE�IAIENT ONTO ExISTING PAofD STREETS. CONSTRUCTIINJ ENTRANCES SHALL SLOPE AWAY FROM EXISTINC PA�ED SiREETS. 10. M�_ETS NOT USED IN CONJUNCTION 1N1H EROSION CONIROL AIEASURES ARE TO BE BLOCKED UNLE55 THE AREA DRAINED IS UNDISNRBED OR STABILIZED. 11. BORROW AREAS AND TEMPORARY STOCKPILES SHALL BE PROTECTED N1hi APPROPRIATE EROSION CONTORI MEASURES TO THE SATISFACIION OF THE CIN ENGINEER. 12. NO STRAW BALES OR SILT FENCES SHALI BE USED AS EROSION CONTROL MEASURES. SILT FENCES MAY ONLY BE 115ED AS A PHYSICAL BARRIER TO PREVENT VEHIWLAR AND PEDESTRIAN 7RAFFIC FROA1 USING NON-APPROVED ACCESS POINTS (E.G. - ALONG PoGFIT-OF-WAY). 1J. ALL DISNRBED AREAS INCLUDINC FIAT PAOS ARE TD BE 1REAlED N1TH STRAW AND TACKIFlER AT A RATE OF 2 TONS PER ACRE APPRO%IMAIELY 3 INCHES THICK. • STAPLE AS REOUIRED 12 MIL PLASPC LININC (2) WOO�EN STAKES OR REBAR PER MAV BALES (MICAL) BIN�ING N1RE RWGH WOWEN FRAIAE STACNED MAY BALES (2J NEIGMT IN CORNERS NAtIVE MATERIAL NEDGE LOOSE BETNEEN BAIL' _ iz ui� ausnc • NEIGH� IN COF • HAV BALES RWGH WOODEN FRAME TEMPORARY CONCRETE WASHOUT FACILITY ( ABOVE GRADE) . j ' I ..r.:a ` . F V � � � a O � W � zW Q a Qi z a W 07 �; �<a �� i��3 W�� Y�= �� UN�� o��c IU�� ouviw.'� o�a�i`-� ��miaa µ�� 4 � k�� iN�m ��a6 �� 'ai �mW7� u�� < � TEMPORARY INLET PROTECTION-SEE DETAI4 X � �0T 23 BLOCK 46 EASTON ADDITION 6,000 SO.FT. I 0.14 ACRES l•I � I Q_ ��yy 3 TEMPORARY COPILRETE 3 ASHOUT-SEE DETAIL , (E) ORIVEWAY TO REMAIN ouRiNc carsmucnaa STOCNPILE COVER FABRIC OVERLAP �ABRIC Y' TYPICAL ROPE CREATE TEMPORARY EARiH SWALE 10 DIRECT RAIN-W�TER AWAY FRqA PILE � -F� � . ; E c:,.,, , O �hyPqtARY INLET , � � � � - W PFOTECiION-SEE OETAIL .. , ` - d . L. \� . ... 9. . . ' 4? �. � 3 � . � ` �� F g ,v:�iC FE -C \ '1 . . ... ' _ as,._� . � �-�_ . . , � . I �\`. �^ _ "�{"_,.._ _ _ i,A.E � � .::. -t E 1"c. �� --«... ^ � . -:-....._.r ,. _.._.. :.-:.. � . ,20_00 . . . _ SECURE FABRIC N7iH STAPLES, ROCK BACS. OR SIAIILAR KEIGHT OENCE TEMPORARY COVER ON STOCK PILE SfOR4 MARR NlLEf MSTALL SipiY qiAIN INgR75 6! WA1EN SNEEPEPS (916-J3h7181) COVEF CRAiE W/ f1LTEA FIBRIC BUFIAP fl�LS FlLLED M7fM CWDED ROqc (NO fN1E5). NO $WLLER 11MN 1/2' M$RE: SURROINIO ORAN MLET NL FOUfl SqES NOTES: 1. TXICKNE55 OF MLm 81CS NHEN Uq SINt1 N01 IXCEED 1'. 2. ENSURE iNERE IFE NO GIPS BEI'NEQI 711E fl1C5. �. Reuov[ rccuw�u�o sKT. wn oreaa e��axc R E%CFIDS Y' 71NCK ON IIIE $q6 l. INSPECf fMFf PRO7FC710N WLY pNIINC IX1QqE0 ANN(KL PEFI005 IND BEFORE N!0 MER FILM RAMI EYBIi BURLAP SACK DRAIN INLET (D.I.) SEDIMENT FILTER DETAIL N TS LEGEND LOT 24 STRAW WATRES W000 STANE 1' X 1' MAX. 4' FlNISHED GRADE SPACING O 3' � V ENTRENCHMENT DETAIL IN FLAT AREA STRAW WATTLES NTS —x—x— STRAW WATTLES . �' � �Q4,o\M N. RqF �fy\ U = � � a ` No. 56027 � ErP_ 12 31 16 '� \4Ii � I V � �.mll�� n n G.7 °' � N �_ � &� W G Z Z ciim � V oU� W W �'�� J � S Z U n Z �� W ~ z zo � � �a � v � � WM � h+�l � �z oa �� h�l 0 � n 0 I N 0 < � � U O < S � N � O..�) 1L� l' z O �' z z a o a V! O � W RENSIONS DATE JOB N0: SCALE: 1' � 10' SHEET N0: C-2 OF 3 SHEEiS ♦ ♦ 1 � n reven �on — s ar o e an O U O ' r— . � � �- �� `--��-+ �—i E-��- � '��{�� 1 �� ;,. � --�� a-. �' ;,Zt q r �,. '�'��,� l I� ry�s'�� .�"��. , «(�-, '��1 � V I�� ly�l�l-��2 �� _ � -�: . � `� _� �i �� z r/ �3G i �-w �� o � ��" _ .. �� p �,,`� , ��: `' �- ',;-t :�� '.�.. G�' � '��`�i~N �ti�- � > ��_ �.�-�::`� -,��s -� ;�=ti'�. �•::�'�;_�'. .�cy +:•, liv �"' Make sure our crews and subs do the 'ob ri ht! Y J g Runoff from streets and other paved areas is a major source of pollution in San Francisco Bay. Construction activities can directly affect the health of the Bay unless contractors and crews plan ahead to keep dirt, debris, and other construction waste away from storm drains and local creeks. Following these guidelines will ensureyour compliance with local ordinance reQuirements. Vehicle and eQuipment maintenance & cleaning Materials storage & spill cleanup Non-hazardous materials management �/ Sand, dirt, and similar materials must be stored at least 10 feet from catch basins, and covered with a tarp during wet weather or when rain is forecast. �/ Use (but dodt overuse) reclaimed water for dust control as needed. �/ Sweep streets and other paved areas daily. I)o not wash down streets or work areas with water! • �/ Recycle all asphalt, concrete, and aggregate base material from demolition activities. �/ Check dutinpsters regularly for leaks and to make sure they dodt over�ow. Repair or replace leaking dumpsters promptly. Hazardous materials management �/ Label al] hazardous materials and hazardous wastes (such as peslicides, paints, thinners, solvents, fuel, oil, and antifreeze) in acwrdance with city, state, and federal regulations. �/ Store hazardous materials and wastes in secondary containment and cover them during wet weather. �/ Follow manufacturer's applica[ion instructions for hazardous materials and be careful not to use more than necessary. Do not apply chemicals outdoors when rain is forecast within 24 hours. �/ Be sure to arrange for appropriate disposa] of a]] hazardous wastes. Spill prevention and control �/ Keep a stockpile of spill cleanup materials (rags, absorbents, etc. ) available at the construction site at all times. �/ When spills or leaks occur, contain them immediately and be particularly care- ful to prevent leaks a�d spills from reachi�g tl�e gutter, street, or storm drain. Never wash spilled material into a gutter, street, storm drain, or creek! �/ Report any hazardous materials spills immediately! Dial 911 or your local emer- genc,"y response number. 8 A s rn A A gay Area Stormwater :Nanagemen[ � AgenciesAssociation IBASMAA) � 1-88&BAYWISE �/ Inspect vehicles and equipment for leaks frequently. Use drip pans to catch leaks until repairs are made; repair leaks prompdy. �/ Fuel and maintain vehicles on site only in a bermed area or over a drip pan that is big enough to prevent runoff. �/ If you must clean vehicles or equipment on site, clean with water only in a bermed area tha[ will not allow rinsewater to run into gutters, streets, storm drains, or creeks. �/ Do not clean vehicles or equipment on-site using soaps, solvents, degreasers, steam cleaning equipment, etc. Earthwork & contaminated soils �/ Keep excavated soil on the site where it is least likely to collect in the street. Trans(er to dump trucks should take place on the site, not in the street. �/ Use hay bales, silt fences, or other control measures to minimize the flow of silt off the site. �/ Avoid scheduling earth moving activities during the rainy season if possible. [f grading activities during wet weather are allowed in your permit, be sure to implement all control measures necessary to prevent erosion. �/ Mature vegetation is the best form of erosion control. Minimize disturbance to existing vegetation whenever possible. �/ If you disturb a slope during construc6on, prevent erosion by securing the soil with erosion control fabric, or seed with fast- growing grasses as soon as possible. Place hay bales down-slope until soil is secure. �/ If you suspect contamination (from site his[ory, discoloration, odor, texture, abandoned underground tanks or pipes, or buried debris), call your local fire department for help in determining what testing should be done. �/ Manage disposal of contaminated soil according to Fire Department instructions. Dewatering operations �/ Reuse water for dust control, irrigation, or another on-site purpose to the greatest extent possible. �/ Be sure to call your city's storm drain � inspector before discharging water to a street, gutter, or storm draia Filtration or diversion through a basin, tank, or sediment trap may be required. �/ In areas of known contamination, testing is required prior to reuse or discharge of groundwatec Consult with the city inspector to determine what testing to do and to interpret results. Contaminated groundwater must be treated or hauled off-site for proper disposal. Saw cutting �/ Always completely cover or barricade storm drain inlets when saw cutting. Use filter fabric, hay bales, sand bags, or fine gravel dams to keep slurry out of the storm drain system. �/ Shovel, absorb, or vacuum saw-cut slurry and pick up all waste as soon as you are finished in one location or at the end of each work day (whichever is sooner!). �/ If saw cut slurry enters a catch basin, clean it up immediately. Paving�asphalt work �/ Do not pave during wet weather or when rain is forecast. �/ Always cover storm drain inlets and man- holes when pavi�g or applying seal coat, tack coat, slurry seal, or fog seal. �/ Place drip pans or absorbent material un- der paving equipment when not in use. �/ Yrotect gutters, ditches, and drainage courses with hay bales, sand bags, or earthen berms. �/ Do not sweep or wash down excess sand from sand sealing into gutters, storm drains, or creeks. Collect sand and return it to the stockpile, or dispose of it as trash. �/ Do �ot use water to wash down fresh asphalt concrete pavement. Storm drain polluters may be liable for fines of up to $10,000 per day! �� .�: Concrete, grout, and mortar storage & waste disposal �/ Be sure to store concrete, grout, and martar under cover and away from drainage areas. These materials must never reach a storm drain. �/ Wash out co�crete equipment/trucks off-site or designate an on-site area for washing where water will flow onto dirt or into a temporary pit in a dirt area. Let the water seep into the soil and dispose of hardened co�crete with trash. Painting �/ Never rinse paint brushes or materials in a gutter or street! �/ Divert water from washing exposed aggregate concrete to a dirt area where it will not run into a gutter, street, or storm drain. �/ If a suitable dirt area is not available, collect the wash water and remove it for appropriate disposal off site. �/ Paint out excess watervbased paint before rinsing brushes, rollers, or containers in a sink. [f you can't use a sink, direct wash water to a dirt area and spade it in. �/ Paint out excess oil-based paint before cleaning brushes in thinner. �/ Filter paint thinners and solvents for reuse whenever possible. Dispose of oil-based paint sludge ar�d unusable thinner as hazardous waste. ., �r _ � � 3C MAX Bi11LDiNG HE'6HT — — — � � � �� M ALLOrvA6LE NEiGNT - 30ft \ y � \ / \ / � " \ ._ . � EXiSTNG RID6E HEGHr (+'I6.�0�! — _ - �i' —�_� � I - - / - - I � i � � � \�% � I / o ADD !'N) ROOP AT 5: �2 SLOPE ! � i G FOR KiTGHEN ADD�T�,CN, �� ; � '\�tiY MATGt+ EAVE vV�.TH (Ei � : I �� .� �ST PLR. PLATE - BECROOMS �EVEL GOND�r�iON � � � _ �{' 5� iv 45°� � � IST FLR. PLATE - ENT2Y LEJEL �5\ --- \ / ry � � ry W - � ---- m a � = - - _ -.� ry �� o � — - � — - l 4, � w �� W �, f � � ' �IlI _ I _ - � '' 4p8; � • z �' �-� ' • - • �ST FLR FF, BEDROOMS LE�✓E� O � I ` - —. -- - - ---, i ` - r ,� - � � , ry I _ _ I , - _ I - _ �, — m , I �� , __ _ � . T L .. Y L V L� 5 - I 1 ) . � ' _- —� � 1 , a y� �� BLDG -- : A�✓E. TOP O. �GURB .s�.e �53.35 � BL!7G � BLD6 +5231' � � PRCPERTY � EXISTING FRONT �LEVATION � � ��..C�, �� ,� � _ � � 30' MAX BuILD!NG HE'�.6HT � �� 1� v� J ��/ -------i,�` � ��. DEGORATIVE DORMER AT ATTiG. `� � VERIFY WITH OWNER. _ I _�� ROOF EAVES WILL NOT ?RO�EG� WiTHIN I � �'-O` OP THE PROPER7Y LWE. � � �q� _� � � - � `—I� /: �,I I -'! � / � � c w '0 J I Z � W � Z .Q . � TOP O� GURB *52.34 A✓E NA7URAL GRADE I � f _�_ � .—� _. � __ , - - fp � ' .' l ,. ! , i, � _ � -_ � , i i r - �I i - f - - �L_ _ � I�i � I II: . 0 0 0 _-.. � C7 74•S� — i i � � PROPOSED FRONT ELEVATION '� z tiAT �RAL 6RADE G�RB HEI6HT � FP. LOINER LE�✓E� ,�4. _ ,.-0,. � 2 1 r� ti TOP OF RID6E I � (N) DARK GRAY GLA55 'A" GOMPOS�TE ASPHALT 5-IINGLES O'✓ER MOIS?URE I BARRIER OVER PLYWOOD SHEATHING. ON ROOF � ti 2ND TOP PLATE - \ ALL WINDOWS ALUMINUM GLAD " ULTIMATE" ? SERIES MARVIN WINDOYVS TO MATGH EXISTIN6 m KITGHEN WINDOWS � �Q O � o � �,tiG � m � � �"'� \ �o,°� \ �`� � � �\ \ i � �� O � � � �� r� I � A✓E. TOP OF .50.82' AVE. NATURAL GRADE LNV SUO. r. - �CVKVVM L LCJCL i5T FLR. PLATE - OPPiGE LE'�/EL N SU . . - M L IST FLR. 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