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2641 TROUSDALE DR,, BURLINGAME, CA
A.P.N.: 025-082-050
DESIGN DATA PROJECT DATA SHEET INDEX PROJECT DIRECTORY
2019 GALIFORNIA BUILDING GODE I. SITE ADDRESS: 2641 TROUSDALE DR,
2�19 CALIFCf�II/� MEGHANIGAL GODE BURLINCsAME, GA 94010 ARCi-IITECTURAL PROPERTY OIUNER:
2m19 GALIFO�IIA PLUMBING GODE p. qpN. 025-m82-050 AI GOVER SHEET
2m19 GALIFO�IIA ELEGTRIGAL GODE MR MANtJEL SAGARBARRIA a
2BI9 GALIFORNIA ENERG7 GODE 3. TYPE OF GONSTRUGTION FOR: A'[D SITE DEMOLITION PLAN MRS. CRISTINA CANTADA
2019 GALIFORNIA RESIDENTIAL GODE DUJELLING AND GARAGE: TYPE v-N <:.: I SITE DEVELOPMENT PLAN 2641 7ROUSDALE DR,
OGGUPANGY GROUP FOR DUFLLMCs: R'3 d � A3 EXISTING MAIN FLOOR DEMO CALCS PLAN BURLINGAME, CA 94m1m
ALL OTNER STATE ANC LOCAL ORDINANCES AND REGULA?IONS OGGUPANGY CsROUP FOR CsARAGE: � A.4 PROPOSED MAIN FLOOR PLAN
ALL STRUGTURAL DESIGN DATA AS PER CBG SEG710N Ibm3 4. SITE AReA: 1315mDm SF Q` EXISTINCs GARACsE t LOWER FLOOR DEMD GALCS PLAN
ALL GONSTRUGTION AS PER CBC ?ABLE bml. TYPE v. !+c ?ROPOSED CsARAGE 1 LOWER FLOOR PLAN
5. MAX. COVERED FLOOR AREA ALLOWED: 53m800 SF �; EXISTING a PROPOSED FRON7 ELEVATION ARCNITEGTURAL:
ADOPiION OF TNE P019 EDITION OF THE GALIFORdIA STAI'E BIIILDING GODES, iITLE 24, (32 0� I 10m) JAMES GHU
CAL�w'>RdIA GODE OF REGULATIONS WAS MANDATED BY AB 4616 AND SB 1811, �ECTI� 6. MAX. LOT GOVERAGE ALLOWED (40 0): 5Z6�D0 SF A$ EXIS7ING J PROPOSEC LE'rT ELEVATION CHU DESIGN ASSOGIAT'c5 INC.
JANUARY I, 20I9. TNE FOLLOWING LOGAL AMENDMENTS TO THE GALIFOPoJIA STATE BWLDING A.9 EXI571NG ! PROPOSEC REAR rLEVA710N 21m INDUSTRIAL RD., SWTC 2m5
coc°s t�2E FiLE� WttN tNE a��ce oF uou5irl� AN� cormuNim pEVELOPhIENr. �. EXIS?ING STRIJGTURE: Alm EXISTING a PROP05EC RICsNT ELEVA710N
lE) GARAGE 68316 � c II ROOF PLAN / SEGTION SAN GARLOS, GA 94m1m
ENTIRE RESIDENCE, GR4WL SPACE AND ATTIC SHALL BE PRO?EGTED BY AU?OMATIG (E) STORIYE LOWER PLDOR 10626 5F TEL: (65mJ 345•9286, tXT. ImOi
Fle'2E-Ex7INGUISHING SYSTEM NF�A G-D StANDARD. i � I GONSTRUGrION BMP EMAIL: James9cFudesi n.com
- lE) MAI� FLOOR I,lbl.l6 SF 9
lE) FRONT PORGN 99.46 SF - 2mm SF m 5'r �+G AREA CALGIILATIONS lPLANNER SET ONLY)
6ENERAL NOTES: (t) TOiAL FLOOR AREA 2,551.18 SF
I. ALL DETAILS, MATERIALS, PINISHES AND ASSEMBLIES ARE NOi NEGESSARILY SHOUA�. TNESE FINAL fINISH CIVIL SURVEY:
DETAILS INCLUDING GASEWOPoC AND MATERIAL SELECTIONS WILL BE GOORDINATED BY TNE OLLNER 8. PROPOSED FLOOR AREA C I V IL
BOIJNDARY a TOPOGR4PFIIG SURVE7 QUIET RIVER LAND SERVIGES, INC.
2 ALL GONSTq1CTION SHALL BE IN ACCORDANCE WITu THE t1NIFOPo'1 3UILDING GODE, APPUCABLE EDITION, �NJ MAIN FLDOR ADDITION 425b4 SF bl4l SIERRA GOURT, SUITE K
AND ALL OTHER PERTINENT CODES, LAU75 AND REQUIREMENTS OF THE LOGAL BIIILDING OFFIGIALS, (E) MAIN FLOOR I lb�-:76SF_ � DUBLIN, CA 94568
WHETHER OR NOT SPECIFICALLY SHIXW ON TNESE DOGUMENTS. THESE DOCUMENTS ARE NOT INTEND'cD 10 (EJ 570/LAUNDRY L011IER FLOOR (2951 SF TO BE REMOVEDJ lb.l5 SF TEL (925) 134-6188
SHOW EVERY DETAIL OR CONDITION. MANY DETAILS M RESIDENTIAL GONSTRUGTION ARE BIIILT AGGORDING (EJ GARAGE 683.1b 5F /� �
TO PROFESSIONAL CONSTpJCTION PR4GTICES, AND ARE THEREFORE NOT DETAILED IN THESE DOCUI9ENT5. (W LOWER FLOOR ADDITION 2136 SF / L\
GONTAGT GHU DESIGN AND ENG-INEERING INC. If CANDITIONS OR OTHER GIRGUMSTANGES REQUIRE GHANGES (N) FRONT PORCH l99.46-3451=64B9 SF) - imm SF - D-$F
IN TNE WORK SHDU.N, OR REQUIRE GLARIFIGATION. ALL WOPoC SHALL BE DONE IN A NIGN QUALIiY M?NNER
ACGORDING TO THE PREVAILINCs SiANDARDS OF THE INDt1S7RY FOR EACN TR4DE. (N) TOTAL FLDOR AREA ' 2,98121 SF < 5,308PJB SF .�, ,
lN) FLOOR AREA R4TI0: 22b1 e_ ��� '' ` F
3. THE GONTRAGTOR SHALL PROVIDE ALL LABOR, MATERIALS, EQUIPMENi, SUPERVISION AND GLE?N-UP TO - -�- � �F � _ t�� � �p �
AGGOMPLISH ALL CF THE WOPoC SHOU.N, INCLIIDING ALL WARR4NtIE5 AND INSiPo1GTIONS, TO PROYIDE A 9. LOT GOVERED AREA - ^ y���-}
,r.OMPLErE WOFKING INSTALLATION, AND TO LEAvE TFIE OWNER WITH AN APPRO�D PRODUGi. (W MAIN FLOOR ADDITION 425b4 SF
lE) MAIN FLOOR I;lbl.7(r$F_ � "`� ' r. �.�q
4. GONTR4CTOR SHALL ASSl1ME GG'IPLETE AND SOLE RESPONSIBILITY FOR MEANS AND METHODS OF (W FRONT PORGN � 6489 SF '`�� �J � e ��;� I
GONSTRt1CTI0N, AND POR ALL SAFE7Y MEASURES TO PROTECT ALL PROPERTY, PERSONNEL AND THIRD (EI DEGK 169$� SF Q
PARTIES FROM DAMGGE OR IWl1RY. THIS RESPON5IBILITY SNALL BE GONTINUOUS AND NOT SOLELY DURING (W LOWER DECK 213Dm 5F
WORKING Nq1R5. CGN?RACTOR SNALL DEFEND, INDEMNIF7 ANp HOLD NARMLE55 GHII DESIGN ASSOCIATES (N) STAIRS -32Dm-SF r� - �>> ;
ING. AND RELATED ENCsINEERS FROM ANY GLAIMS OF LIABILIT7, REAL OR ALLE(sED, IN CONNECTION WI7H � -- �- � �J .��� t l. �- i��: �i=
THE PEf�Ofd'tANGE OF FIIS WORK ON iH15 PROJECT, EXGEPTING FOR LIABILITY ARISING FROM THE 50LE �N) TOTAL FLOOR AREA ', 2,833.16 SF G 5Z60.0m SF
NEGLIGENGE OF GNU DE51GN ASSOCIATES INC. AND RELATED ENCINEERS. (N) FLOOR AREA RQTIO: _ �I54 0, � .-�-r" � .. � ._.'
5. TNESE DOGUMENTS DO NOT GONTAIN PROVISIONS FOR 1'HE NANDLING OR REMOYAL OF ANY HAZARDOl15
MATERIALS. SHOULD ANY SUCN MATERIALS BE SlJSPEG?ED OR ENCO(INTERED, SPECIALISTS SNALL BE
GALLED IN TO MAKE RECOMMENDATIONS.
b. PROVIDE ALL MANDATOR7 fEATllRES REQ'JIRED BY ?HE 7-24 ENERG7 CODE, INGWDING C 0 N S T R U C T I 0 N S C H E D U L E
WEATVJER-STRIPPING, BWLDING INSIILATION, PIPE INSULATION, LIGHTING AND APPLIANCE MEAv',1RES, AND
DTUER FEArURES REGtuiREC Br iITLE 2a OR oTUER StAtE, FEDER4L oF LOGAL CADES. I. NO PERSON SHALL ERECT IINCLUDINCs EXGAVATION AND GRADING), DEMOLISN, ALTER OR
REPAIR ANY 3UILDING OR STRUGTIIRE OTFIER 7NAN BETWEEN TNE FOLLOWINCs FIOURS
l. ND PERSON SHALL EREGT lINGLUDING EXGAVATION AND GRADING), DEMOLISH, ALTER OR REPAIR ANY EXGEPT IN TNE GASE OF URGENT NEGES5ITY IN TNE INTEREST OF PI�BLIG HEALTH AND
BUILDING O2 571v1GNRE O7HER TH,cN BETWEEN TNE Hq1R5 Pcrd'11i7ED BY THE LOCAL JURfSDIGTION. _ SAFETY, AND iNEN ONLY WITH PRIOR WRITTEN APPROVAL FROM 7NE BUILDINCs OFFIGIAL,
a. aNr Nio�EN cor�piTioNs ruai r�c�uiRE u� To BE PEf�op�Eo eEYa�v 1NE ScoPE oF TNE N O T E S �IGN APPROVAL SHALL BE GRANTED FOR A PERIDD NOT TO EXGEED TNREE DAYS.
p NOLIDA7S ARE THE FIRST DAY OF JANUARY, THE TNIRD MONDAT OF FEBRUARY, TNE LAST
BUILDING PEp't1T ISSUED FOR THESE PLANS MAY REG7UIRE Fl1RTHER G?Y APPROVALS INGLUDING �VIEW
- MONDA7 OF MA7, THE FOUR7H DAY OF JUL7, THE FIRST MONDA7 o- SEPTEMBER, THe
BY THE PLANNING GOMMISioN. I. ALL FINAL PLANS (IE. 7NAT ARE TD BE RELEASED FOR GONSTRUCTIOW MUST BEAR THE ELEVEN7H DAY OF NOVEMBER, TNE FOURTN ?NURSDA7 IN NOVEMBER AND THE ?UIENTT
9. PLUMBING GONTRQCTOR WILL PROVIDE A SMGLE LINE DIAGRAM ON TIME Cf INSPEGTIGN AND CNY ENGINEER'S SEAL OR WET STAMP AS UJELL AS TNE UJET SIGNATURE AND EXPIR4TION DATE OF FIFTN DAY OF DEGEI'9BER IF THE FIRST DAY OF JANUARY, TNE FOURTN DAT OF JULT, TH�i
INSiALLATION PRIOR To PLAN CHEGK AND APPRovAL IS AT GONTRACTOR'S RISK THE RECsI5TR4TION AND TNE DATE 7HAT PLANS WERE SIGNED. IF TNE STRUGTt1RAL ELEMENTS ELEVENTN DAY OF NOVEMBER AND TNE iWENiY-FIFTH DA7 OF DEGEMBER FALLS UPON A
" ARE SHOUAJ ON ?HE ARCHITECTURQL PLANS, TNE ENGINEER SHOULD MAKE IT GLEAR ON ALL SUNDAY THE POLLOWINCs MONDAY IS A FIOLIDAY. PROVIDE TNE FOLLOWING CONSTRt1GTION
Im. FIRE SPRINKLERS SNALL e'c �NSTALLED AND SHOP DRAWINGS SHALL BE APPRovED BY iHE FIRE DOGUMENTS THAT HIS OR HER RESPONSIBILIT7 IS UMITED TO STRIJGTURAL PORTIONS ONLT. NOURS ON THE PLANS PER GITY OF BURLINGAME MUNIGIPAL CODE 18D1.110.
DEPARmENt PRioR To iNSrqLLATIad. WHEN STRUGTURAL GALGULA710N5 AND SPEGIFICATION4 OR OiHER REPORTS ARE i. MONDAY TNROUGN FRIDAY: 8AM TO �PM
11. IF GRADING PERh11T IS REGMIIRED, IT SNOULD BE OBiAINED FROM DEPAR'IENT OF PtIBLIG lU'JPoCS. SUBMITTED, AT A MINIMUM, TFIE ENGINEER'S "WET' STAMP, SICsNATURE, REGISTRATION NUMBER, ii. SATURDAYS: 9AM TO bPM
EXPIRATION DA?E OF THE CERTIFICATE AND TNE DATE OF SIGNING AND SEALING OR iii 5l1NDAY AND HOLIDA7S: NO WORK
12. IF PUBLIC WORKS REQUIRES SIDEWALK REPLAGEMENT, POLICY POR EXPANDING WIDTH OF PLANTER STAMPING IS REQUIRED ON THE FIRST SNEET IGOVER SHEET). UBC Im632, BOARp RL1LE5 AND
STRIP NEED TO BE IMPLEMENTED AND TREES NEED TO BE ADDED. PROFESSIONAL ENGINEERS ACT BUSINE55 AND PROFESSIONAL GODE b135 (EFFEC?IVE 2. GONSTRIJGTION NOURS IN TFIE GITY PUBLIG RIGNT-OF-WAY ARE LIMITED TD IL�EKDA7S
JANUARY I, 20m4J. AND NON-GI?Y NOLIDAYS BETWEEN 8:00AM TO 5:m0Pf1.
REVISIONS
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NOTES:
NO DC15TMG TREE OYER 4B MCHES M
CIRGYFERENGE dT 54 IIJGF$5 FRpM 6A$E
OF TF�E M4Y BE f�l'tOVED WITH0IJT G
PROTECTED TREE �I-IOVdL PERMIT FRCrI
TNE PARCS DIVI51R1(558-1330)
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I. SEE LQNDSLAPE PLAN (OR DETAIL PFOp'1ATION
4. MAXIIIIM DRNEWAT 5! OFES SHALL NOT EXCEED FIFTEEN !15) PERGENT AT AhT
POMT WITHq11 SPECIAL APPROVAL LF TV� DEPARiMEN7 OF P�LIC WOpSs
SLOFES M EXCE55 OF TLLENT7 (7O1 F£f�EM SHALL REOUIRE APPfd�YA1 CF
THE p�d1NRG Cq'A�71551pK TRANSITIpJP1 $LOFES d� ��Nllf€D Fq2
DRIVEWAYS LLNICH EXCEED TEtJ fID) PERLENT F1A)(IMU'1 SLOPE. NO
TRANSITIONAI SLOPE SHALL EXIEND Mi0 A fELY11fED PARKMG SPCLE.
3. TOP0.4R,QPNT IS PREPArs£D 8T:
p11ET RIVER LMID SEfNICES
bl4l 51E�d24 GLYJRT, SUITE K
DI�LIN, CA 94568
TEL (9151134-b188
4. d pE110LITILN PER11i IS REG11�D FOR 51DEWALK `�R bND WATER
f�PL.4GE1'ir?1f
5. REQIIif'vED PROTEGTIVE FENCRG Fq15T BE MS7ALLED FND INSPEGTED PRIOR
TO DEMO PER'ilT ISSUE
b. SEIIER BdC1�LOW PRUTECTILN CERTI�IGAiE IS fECdllf�£D PER ORDMMCE NO.
n�o. a oRaFr cear�icanaa sur,�� ee suenirre� �at to ng i�uwnnrrce oF
A &11LDIrYi PEq�11i.
�. TLIE SURvE1'OR RECOrPgNpS 7HE Cltt VERIFY iHAT TVff PEKfI1gM
f�51DEtJGES uIEF'E I15ED M TNE CALLULATIGN.
B. GARAGE FOOTMG SNALL NOi EXiEND Mi0 Lt�c FOOT SETBACK WTFIOIIT A
LICENGED S1IRVEY AND FIELD STAKMG REv1ELLED BY MSPECTOR
9. tgW W4TER hIETER SNALL NOT ON PR1vAiE PROPEfliY. IT FWGN BE LCCATED
ON PJBLIL PRDPERT7 iOR ACCE55 BT MEfER READER
10. NEW SElliER LR� WITH LLEPNCUT FOR NEW HGUSE. QEPNOIJT AT SERER MAM
LME TO BE M FUBLIG EASEF�NT FOR GITY AGCE55.
II. GCNiRAGTOR 51WLL EWI1fiE TV$ DOI�LE vALE A55EYBLY f-0R FIRE
PROTECTILN SH4LL BE TESTED MlD 4PPROVED BT A SG11 HA1E0 COW7Y
ENNRLN1tMAL HEALTH APPROvED CONTRACTOR PRIOR TD SCV�DULMG
WATER DEPARTF�NT FMAL.
ia. �n� n�aa� Fir� F�au e�� uPor+ wNstaicnad aw sig cF
&11LDMG , 5EE IK APPETIDIX I IIA YIINInUM 500 GFM �qJIRED. SEE TABLE NO.
A-III-A-L
I3. HMII1�H I" W4TER 1'�TER �p11RED
14. IF BALKWATER PROTECTIGN IS fcEldllf�D. CGMRpCTOR SHALL FRO✓IDE M7
ISp'�TRIC DIOGR4YI GF THE &11LDMG SEWER MGLIIDMG ALL BACKWATER
VALVES, RELIEF VALYES, G1JD AN1' S�II.ER MJECTICN 5T5TEH DEiAILS. GIT7 GF
&JRLRYaN'� I'iNICIPAL LODE qbINdNCE IliO.
IS- PROVIDE SI1R.�E7 S7AKE5 PRIpR TO FOINDdT10N INSPEGTIGN TO YERIFY LOT
LMES.
I6. PROVIDE A PR�SSU� A5°iOf�11Y. DEVICES OR A�D YIECNAYIGAL
DENCES Afg REOIJIf€D R�l WATER LIPES, LOCATED AS CLOSE A5 P055�BLE
TO LLICK AGTING VALYES, THAT WILL A&50� HIGH PRE5511�5 fi'ESULTING
FRq1 Gk11CK CL051NG GF WICK-OLTMG V?LVES. LPC SELTION60°10
I T a
PUBL G U10RK NO ES GONDITIONS:
I. A RE71QVE/REPLACE IITILITIES ENGROAGVA'�Ni PEFa'11T IS f�L7JIRED:
•(�PLACE P1L CUf�, GUTTER, DRIVELLi4Y dND SIDELLWLK FRa.'TING 51iE.
. PLIY+ ALL EXISTING SANITARY SEIIER LAIERAL LGtd.ECTILNS ANp
MSTpLL d NEW 6° LATERQL.
• ALL WATER LII� CpBgGTIGNS TO CITTWdTER MAMS WR SERVICES OR
FIIZF Llt� ARE TO BE INSiALLED PER GITT 57MIDARD PR,^CEDW€5
MID SPEGIFILATIGN.
• ANl" OTNER IAlDERGROIRJD If11LIi7 ilqrsKS uNTNM Cltt'S RIGFlT (� WA7.
1. ^THE SdN11ARY SEIL�R LATERAL (BiJILDING SELLERISFALL BE iESTED �R
ORDMANLE CODE CHAPtER &.U. 7ESiPY+ Itd91�'1ATIGN IS AVAILABLE AT
iNE BUILDING DEP4RiT1ENT CCItJTER AN ENCROACFhfElJT FEfd11i IS
�q11f�D FRpi TNE PJBLIL WOPoCS DEPdRT1ENT IIMEn�VER THE Citt'S
PORTIC,f' J CF TUE SELLER LA?ERAL OR CIi7 GLEPNO'JT IS TO BE LAID MID/OR
»'4NffC1ED TO THE $EWER MAINS.
3. SEUIER BAGKWAIER PRD7ECTION GE�IFICATION IS �Cdllf�£D FOR TVff
INSiALLATIGN OF PNT NEW SELLER FIXiiJf� PER Of�M.4NCE NO. 1110, iF�
SEWER BdCKW4TER PROTEG7IGN CERfI�ICATE IS �Q11fffD PRIOR TO THE
155UML^E OF &11LDIW PEfd11T.
4. ALL WATER LINE CONNEC71GtJ5 TO Gltt WATER tt41N5 FOR SE2vILE5 OR FIRE
LII� Pra7TEGTIpJ Af'�E TO BE MSTALLED PER CIT7 STANDARD PROCEDURES
AND MATERIAL SPECIfIGATI0N5. GONiAGT THE GItt WATER DEPARf11ENT
FOR CON�CiIGtJ FEES. ENCR��P.CVA�LR:T f'Ep11T IS �L%11fgD FOR MIY
UpFY. M THE Cltt'S RIGNT-Gf-WA7. If RE(d11RED, ALL FI� SERVICES OhID
SERVICES 1" MID OVER WLL BE MSTALLm B7 &IILDER ALL
WDEf�R011ND FI� SER�ICE COAMECTIONS SHALL BE SiJ&1ITTED A5
$EP4RdTE IA.�El�iRDIAIIJ FIRE SE2vIGE PEI3'11T FpR f'�EYiEW dND
APPfxJVP1.
5. A SIJRJ'e7 B7 A LICENSED Fil1RVE70R GR ENGMEER IS I�Gi11RED. THE
5URvET SHALL SHOIU HCW THE PROFERTY LMES LLERE DETERII�D A"ID
iHA7 TF� PROPERTY COfdgRS LLERE 5Et WI7H SURVEYORS LIGENSE
Nll'BER�iCN WRABLE r10MfffNTS. THIS S1IRJFT SHALL BE dTfdCHED TO
THE CON51R1CTIGN PLANS. N.L COR�ERS NEED TO BE 11AMTAlI�D OR
�MSTALLED BEFORE iNE BUILDING FMGL, pLL PROPERT7 CORJERS SHALL
BE tfAMTAMED WRMG CLN5721CTION OR RE-ES7ABLI5F�D AT TFg END OF
THE PROJECT.
6. ENLRDAGFt1ENi PER11T IS f�GM11RED FOR MlY �X7R' M THE GITY 5
RIGHT-Lf WA7
l. f,ONSTRJL7IGN AND &JILDRY 115E SHALL GOIFOR'i i0 CRdIITI0N5 AS
DESCRIBED BT PL.4NNMG CGfT11551LN AND/OR GIT7 CqINLIL ACTIONS.
B. THE PROJECi SHALL CR'IPL7 WITH TVg GIT7'S NPDES PER1R RECy11RET7ENT5
TO PftEVENT 5TOR1 WATER POLLIITILN.
9. NEW DRIVEWAY OR DRIVEWA7 WIDENMG MJST BE APfROVED BT THE
GTT ENGINEER SHOW D15TG1�ICCE BETWEEN TNE PROPOSED DRIVEWAY
G
OPENR�G TO THE CLOSEST ADJ4CENi DRIVEWAY GN SITE PLAN.
II. NO STOfd-I WATERS, IAJDE�aRqMD WATERS DRAINIW PRq'1 d1J7 LOT,
BUILDGG OR PAVED AREAS SHALL BE ALLpLED TO DRAM TO
,ODJAGEN7 PROPERTIES NOR SHALL TNESE WA1ER5 BE GOWdECTED TO
THE CITY'S SANITAR7 SEILER 5Y5TEM. iHESE WATER5 SH.6LL ALL DR41N
TO EITI$R ARTIFIGIAL OR NANRQL STOR�1 DRQMKE FACILIilES BY
GRAVIT� OR RdtPING �GARDLE55 OF THE SLOPE OF THE PROPERTI'."
MUNICIPAL CODE SECTICN IBIDeIDIO (U.
� SiOfd�1 Wd7ER SNALL BE DR41t�D THROUGH p CI1R8 DRQM OR TO
THE STO�"I DR4INAGE 575TEM. SEE CITY STANDAf�DS FOR CURB
DRAIN DE51Gh1
• FLOOD ZONE 'L' I�Ql11fE5 FLOOD ZONE GOI�ffIR1ATION PND/OR
PROTEGTION CF HABITABLE SPAGE.
• PROVIDE ELEVATIONS TO COt�IFT1 DR41N.�E CND SITE DESIGN.
Y[. NEW DRIVEWA7 OR DRIVEWAY WIDENMG MU57 BE APPROVED BT THE
Cltt ENGINEER SFIOIU DISTANCE BETWEEN THE PROPOSED DRIVEWAY
OPENRJG TO THE CLOSEST ADJACEN7 DRIVEWAY GN SITE PLCN.
13. IF POSi-GONSTRUGTIGN IhIPERVlq15 Af�A 15 CatgATER 7HPN 40% Cf
T01AL SIZE, MITIGATIGN OF THE ADDITIONAL 5Tq31 RUNGFF M EXCE55
- OF 40 e TOTGL LOi SIZE FN57 BE ADDRE55ED. PLEASE SNqU HOW THE
POST-CONSTPoJCTION DESiGN WLL ADDRE55 tHE ADDITICNAL
S70rd-IOf'-r.
SPRIIY�ER
WA7ER
MGV�D LEGEND:
YILM WAiER MEiER
� V - VALVE
DGv - DOIIBLE GHECK vALVE
� MCV - MAM CONTRDL V4LVE
BFD BACK FLOW PfcEVENiIGN DEVICE
-W- - WATER LiNE I-i/4"o T7P.
I. PROVIDE A 84CfLOW PREVENTION DEVICE - LLSC APPROVED DOUBLE
GNECK vALVE ASSEI'1BLY.
1. GGNTRAC70R SHALL ENSURE TFIE DOUBLE CI�CK VALVE ASSEMBL7 fOR
THE FIRE PROTEGTION SH?LL BE TESTED AND APPROVED BY A 5AN
I1ATE0 CqfNTY ENVIROW'�NTAL HEALTH APPROVED GGNTRAC70R
PRIOR TO SGHEDULMG WATR DEPARTMENT fIN.4L.
3. PROVIDE ADEGYJATE fI� FLqU BASED UPGN CGNS7RIJCTION AND SIZE
CF &11LDMG, SEE lFC APPENDIx IIIA.
1 SGNEMATIC WATER LATERAL LINE
NOT ?0 SGALE
Dr2AINAGE NOTES:
RAMWATER LOLLECTIGN
ALL NEW � RQMU47ER SNALL BE COLLEGTED BY YENJS LF GGLYdNIZED MEf4L
GUTfERS, WLE55 NOTED OT1ffPoUI5E, LOCATED AT TFIE EAVES. PAMT i0 MAiCN COLOR
SGHEME OF fcE51DENCE. GUTfER SHALL LEAD TO 7" X 4' �CTANGULAR HEiAL
DOLLNSPIXlTS OR DOIIK�POUTS 70I1AiCH EXISTING AND/OR COPPER R4MWA7ER LEADER
CGYLNSPOUTS SHALL TEfd11NATE BELPJI GRADE TO A PERR'¢iER 4" DIAHE7ER A85 SOLID
DRAMPIPE. PoA' 4" DIW�IETER (OR 51ZE AS NOTED ON SIiE PLAN150LID PIPE 7HRpYH
FACE Gf Glrc9 50 THAT WATER WILL EMPTY MTO T4g STREET C�IITfER S75TQ1. SLOPE ALL
PIPES FOR ADEGd1ATE DRAMdCE. M511� TNdT TI$ LOG�TIGN C41p5EN FpR TFE PIFE TO
GO THR� H TNE FACE Lf Wfffi 15 ,dDEG7JATE TO CAPo2T THE WATER FRp�t T41E SITE TO 4
CIT1' MAINiAMED WATER COLLECTILN S75TEM M SIDGLE�F4HIL7 RE5IDENGES THE WATER
MA7 FLOW 70 TFg STREET BT GRAYItt rtETHOD PROVIDED TNE(� IS SIFfICIENT GR4DE
TO INSU� FLLW i0 7HE StkfET GI177ER AND THAT WATER DOES NOT FLqU GNTO
PDJOMMG PROPE2fIE5.
5U1P PJMP MAY BE f�WIRED (SEE SITE PLOlII
If THE GRAVitt METHOD CF DRAMdGE CdNJOT 6E LLSEp. PRpVID': A 51➢1P R71P G£
ADEGNIATE SITE TO GARRY ALL WATER THROIICH A Y DINIETER ABS PIPE THRpXH TI$
FACE OF THE CUfffi 50 THGT THE LLl6TER WILL EHPtt IMO 1F� Cd1T7ER SYSTEtt MSURE
THAi TF1E LOCATIpJ GHOSEN WR T4ff PIPE TO GO THRqGN THE FACE Cf Cll� IS
ADEllJATE TO CARRi TNE WATER FRG1 TVg SITE 70 A QT7 11AMTAR�D
LLl4iER GOLLECTION 575iEFl.
P�VIDE A BACIffLpL PREVENTER/DEVICE AT A LOGATION �AR TI$ TE(di1NATI0N OF
THE SOLID PIPE THROIYu THE iAGE OF Gl� A5 �q11�D TO PkEVENT RARdUATER
Fid:/� THE C�JTTER SYSTEIi ENTERAY+ THE 51d1P PI71P 575TEM.
517'IP RR7P A7 A MMIMB'1 SHALL BE A I/4 HP AUTq'I,QTIC :AIBMERSIBLE SUFIf' FV9P WITH
FEr50Po1ANCE5 A5 LISTED BELOJ! (HMIYtd1J. MSTALL AS PER t1AVlFAG1UfER5
SFECIFIGAiILNS AND f€GOM'1EImATIpJS.
DISCHAR'..E ffET Lf NEAD 5 � 15
PEf�O�ct1ANGE (GALLGNS PER HOIIRI 2180 1670 660
SIf1P PIT- MSiALL RMP M 5U1P Ptt (GATCH BASM) WITN THE 11MII'11�7 CLEdRGNCES GND
DEPTHS AS PER MMAJFCLT1IRER SPECIFICATICNS ANp fiEC01'RgNpA71GtJ5.
FIRE NOTES:
LONiRACTOR SHALL OBTAM SEPARATE Flf� SPRINCLER PE�111 FOR
TI$ MSTALLAiION OF ti$ FIRE SPRINCLER 5YS7EM M ACCORDANCE
wru secriar nmam3o a r� au�an.�arg rarriciPal co�. t�
YIMRRf1 51ZE SERVICE FOR FI� SPRINKLER SYSTEt1 SHCLL CLnFGYZ15
TO 1EPA 13 OR 13R 151'. FOR 1gPA 13D 9TSTEFIS iFIE HINR7f1 SIZE IS I".
iIRE SPRIIdQER SLIOp DRAWMGS ARE TO BE SUBMITfm DI�CTLT TO
h$ &1RLINiN'� fIRE DEPAR71'lEN7 AT 1399 ROLLINS ROAD,
BUfdINGAME ONLY ,oFfER FIRE SFRINCLER WDErdsR0U�5 HAVE BEEN
SUBMITiED TO TVg &1FiRY,AME BUILDING DEPARTHEM.
NOTE9:
L f�PLACE DN'IAGED OR DISPLACED CI112B, GUTTER AND/OR SIDEWALK
a�or� r� �rar �rzanac,e. a cin �e�acineur �iT is
fgGMIIRED.
7. TNE SANITARY SEUIER LATERAL (BIIILD@Y� SEWERISHALL BE TESTED PER
O�INMICE CODE GHAPfER 15.Q. TESTMG InFOR'IATION IS AVAILABLE Ai
THE &11LDI1� DEPMt11INt CUN7ER PN EN(.ROACFMENi PErc`11T IS
REq11f�D FRGM THE FUBLIG WOf%5 DEPAI2fMEM U.NENEVER TNE CIT7'S
PORTIqJ OF THE SELLER LATERAL OR Gltt GLEANOUT IS TO BE LAID MID/OR
COMgCTED TO T� SEWER hWMS.
3. A PROPERI7 5URVET 15 �OUI�D IF ANY PART Gf PEp'IANINf STPo1Cillf€
MCLWRIG FOOTIW 15 WITHM 17' Gf PRCf'ERT7 Li�.
STORM WATER NOTES:
PROJECTS THAT C(gATE MID/OR �PLACE 1500 SQII.4CE FEEi i0 10pED SQIIARE FEET
OF Ih�RVI0U5 511f�AGE fEG, NEW ROOF, DRIVEWAT, OR OTFffR NGN-PEI2VICLL5 �ACEI
YA15T CCf1PL7 WTN THE SAN FWJlCISCO BA7 YpRrICIPAL F£GIp14L 570fd1u14TER NPDES
PEfd11T. F�EASE SHCW ON PLANS ukllCH 51TE DESKdJ MEASU�fSJ LISIED pJ T1E
STOfd'1WATER CHECKLIST FOR 5`IALL FROJECTS WILL BE MSiALLED TO MEEt THIS
�Gdll 'FEFIENT. A LOPt' OF TI$ $FIALL PR�JEC?5 CHECKLIST 15 ALCE551BLE HEfg:
Mtps:/Auwwbvl'rrjame�r/etormueterdevelopnmt.
DESIC3. ME.4511f�: DIRECT ROGf IdRJOFF ONTO YEGE1AiED A�AS I15RY A DISCLTMECTED
DCIWSPdJT.
ac NOTes:
AC EGUIPM�NT WILL NOT ExCEFD d MAXIMJ�1
IXITDOOR N015E LEVEL (dBA) CF SIXfY l60J dBA
DAttIME (�:OD dM - 10:20 PM) OR FIfT7 (50) d8A
NIGHiIt'7E (10:0D FT1 -'I:Z�D G11) A51'�ASURED
�rzcn Tue �zor�Rm �ng. er�c nsemso
FR
PUBLIC WORK NOTES :
I. MlY LLrJRK M TNE Cltt RIGHT-OF-WAY, SUCH ,45 ST�ET, 51DEWdLK A�A, RIBLIC EASEY�NtS, AND
UTILIT7 EA5EhENTS, IS REfdIIRED TO OBTAM AN ENCROACVAffNT PEp11T PRIOR TO STARTING IIX)F1C
2. BASED ON THE SCOF£ Cf W02C iNlS 15 A T7PE I PROJEGT THAT f�pJIRES A 5T021WATER
GGNSi1dJGTION POLLIITIRJ PfE�ENTIGt! PER11T. TNIS FEp'lIT 15 �IXIIRED PRiOR TO ISSIIANGE Gf A
2llILDMG PEPo11T. Ml MITIAL fIELD INSPECTILN IS f'�ECd11RED PRIOR 70 THE START CF ANY
CONSTIdJGTILN (GfJ PRIVATE PROPERTY OR M THE PI�LIG RIGHf-Lf-WAT).
3. A�t10vE?'.EPLAGE UTILITIES ENCROAG-MENf PEp11i 15 REpUIf'�ED i0 (V �PLACE ALL CJfffi, CiJTfER
DRIVEWd7 dND SIDEW4LK FRCNtIPY. 51TE, f11 PLW ALL EXISTIhG SANITART SEIL�R LATERAL
COrAIEGTIpJS AND INSTOLL A NEW 4'LAERQL, (3) ALL LLW1ER LME LOMffCTI0N5 i0 GI77 LLl4TER 1'tAMS
FOR SERYICES OR FIfE LME A�f 10 BE M57ALLED PER CIT7 STMIDAf'�D PRCCEDII�5 PND
SPEGIFIGATIGN, (4) AN7 OTHER WDER'iRL1ND UTI�IT7 iJKTn1C5 WTNM CI17'S RIGH-GF-WAT.
4. CLN5TPoICTION FIOUR$ M THE Cltt R18LIG RIGHT•Gf-WAT A� LRiITED TO LLEEKDA75 OND NCN-CITY
HOLIDAY5 BE1UlEEN b0D M1 dND 5:00 Pt. TNIS MGLIIDE5 LONSTp1GilON NAl1LMG.
5. PER �1WICIPAL CADE SEGTIQN IBD8ID90, NO STOR1 WATER OR UIDE0.5R01➢�D W4TER DR.dINMG FROM
AV7 LOT, &IILDMG, CR PAVED AREA SHALL BE ALLCUIED TO DR.4M TO PDJACENT PROFER71E5 NOR
SHALL iHlS WATER BE COW�CTED TO THE GIi7'S SCNITART SEII.ER S75TEY �GARDLE55 Lf THE SLOPE
OF THE SCU(�E PROPEFi7, SI1GH WATER SHALL DR4M i0 EITHER ARTI�IGIAL OR NANR4L STOR1
DRAINAGE FAGILITIES B7 GRANT7 OR PLMPING.
b. ALL WATER LIt�S CCM�CTIGNS TO CITT WAiER 11AM5 FOR SERVICES OR FI� Llt� PROTECTIGN Af� TO
BE MSiALL'tD PER Gitt STANDARD FRCCEWRES 4ND HdTERIAL SPECIFICdTIONS. CLMdCT iFE CI1T
WATER DEPARRtEM FOR CGM:ECTIGN FEES. IF RECdJI�C£D, ALL FIl� SEkvICES AND SERVIGES 7" AND
OVER WILL BE INS7ALLED BY Bl11LDER ALL IlJDERGRO4ND FIRE SER/IGE CRddECTICNS SHALL Bc
5116FIIi1ED A5 SEPARATE WDEkYiR01A�ID flkE SE2JICE PEfd1lT FOR r$VIEW A'm APPROVAI.
�. NO 5TRI1CiI1RE SHALL BE &11LT MTO GITY'S RIGHT-OF-WAT. THE PROPERtt LIhE CN TRq15DALE AVEMIE
IS APPROXIMATELY ELEVEN FEET (11.4'1 MEASIIRED fRGt'1 FACE OF Q1R5.
B. iF� PROJEGT SHALL GOr1PLY WITH THE LIT1"5 NPDES PE�"IIT REfd11�F�NiS 10 PREVENi StOfd1 WATER
POLL�TICM
9. ALL DEBRIS/GAf�AGE GONTAMERS LOCATIpJ SH,aLL BE GN FROPERtt. IN A 51TJATIRJ LLHER TuaT 15
NOT PoY IBLE, ON ENCR�ACH1EN1 PER'ilT IS f�GYJIkED fROM Pu9iIC W'h�KS DEPAftiF1'M FOR
PLAGING DEBR15/GA(ffiK.E CONTAMERS IN RIBLIG RIGHT-OF-WA7. NO WET GAki,AGE RI11D SHALL
ENTER PIIBLIC RIGHT-CF-Ul47 OR THE STOR1 DRQM SYSiEM.
10 IT 15 THE RESPONSIBILITI' OF TNE OLLNER A"ID/OR CGNI�RACiOR i0 NOiIFY IlmE�R01A:D SEKYICE
4LERT (IISAI G.T LEA51 48 Fk711R5 8EF0� TFE START Gf AN7 ExLAVATION W�RK
BUILDING NOTES:
l PFd7JIDE TUE 1'EtNOD AND LOCATION OF TVff 11ECHpNILAL AND PLIMBMG MEdNS FOR PRDVIDRG 4YJT
Wd.TER PND HEAT TO TVg Aql. 70H Ci� § R303.9 AND R�"�i064.
7. ACqldilEDGE iHAi SGNITARY SEY.fR LdTERp15 FROM ACLESSORT DWELLIIY.., WITS SH4LL BE
LCN�CiID TO TVff IXISTING LATER4L ON PRIVATE PRDFfRr1' S1DE PER �71NIGIPPL GODc 15DBO50
N01E: S�B-LAiER4L5 TO iHE MAM SEWER IS PRC41181TED.
3. NOif: DE7.dC�ffD ADIJ'S ADD�SSES SHdLL BE DISPLA7ED SEPARATE iRLM T1� MAIN DLLELLMG ON d
SECGWARi MAILBOX 6ATE, OR NON-IIWABLE SiFdlCillr€ VI5IBLE Fit01'1 THE ST�ET FRUJiAGE AT
T4� PROPERTI' LME, WCLUDINi TI$ FRCNf QJiRNJCE CF TFlE ADII.
4. ACqILULEWE TV1.4T A S�RVE1" OF TI$ PRDf'EKiI' LRffS FOR M1Y 5TR1CTll� WTNIN ONE FOOT GF hL
PROPERf7 LI� WILL BE REGY11fED. (PWE LETfER DAiED B-n-BB) NOiE: AT 7F� TIME CF TF£ MSPECTILN
FCR iVIE P(�t� W'�' f-0R TVg FQNDC7IGN OF TNE NEW DET4CHED GaRGfiE, THE LICENSED SURVETORS
W85 / 5TG11�5 WITu T4EIR NAIBER M15T BE IN PLaGE W iu 7HE STRIIY LME SET uP FRLMt BA7iER
eoe� ro earteR eonra�.
P�BLIG WORKS SITE NOTES:
I. ALL ABMIDGtgD SEILfR LATERFL,S SHALL HAVE WYES OR SADDLES fiET70VED OFF T1� MAM
AND �PLAGE WTH NELLS STRAIGHT SEGTION
2. ALL ABA"b�D IX15TMG WATER 5E2vIGE5,1-MCu OR BELpll, Su4LL eE CUi MID CUP AT THE
EXISTING ndlN CLt�NECTICtJ AND DI° Kd�ECT Ai SER✓IGE SADDLE. ABANDGNED VALVE LLHE�
APPLICABLE
3. ALL ABA"ID01�D IXISTMG WATER SERVIGES, Ca�ATER THAN 7°, SHALL NAVE TEES �EFIOYED AT
MAM G1m f�PLAGE WITH STRAIGHT PIF£ PER CIT7 STN�ARDS AND DETAILS.
2 4. NO PEp1ANENT STPoICTURES (RETAMrtY LLWLLS, FENGES, COLWAJS, H41LBOx,'eTW PRDPO''.iED
BEYOND TNE PROPERtt LINE !� IMO T1g Pi18LIC RIGHT-CF-WA7.
5. REPLACE ALL Lilfffi CdffTE DRIVEWA7 NJD SIDEWALK i GNTMG SITE f7) R11G ALL ExISTING
R R
�Z SGNITART SEuIER LAiERAL CCM�CiIGNS M1D MSTALL A NEW 4' LATERQL, f31 ALL WATER LME
LGNJECTIONS TO Gltt WATER MAINS FOR SER/IGES O'n Flf� LME Af� TO 5E M5T41LED PER
CITY STANDAf� PRaED1J�5 AND SPECIFICATICN, (4) GN1' IINDERGRL'UND U1ILITT LLCJ�:S WITHIN
Q7Y'S RIGHi-GP-WAY.
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MINIMUM REQUIRED FIRE FLOW a FLOW DURATION BUILDINGS
0
MAIN �LOOR:
UJALL PERIMETER - 130'-�" LF
U1ALL TO REMAIN = 6l'-�" LF
UJALL TO BE REMOVED = 63'-0" LF
LOIUER FLOOR:
UJALL PERIMETER - 12�'-(�" LF
WALL TD REMAIN = gg'_�" LF
UJALL TO BE REMOVED = 32'-�" LF
TOTAL U1ALL PERIMETER = 25�'-�" LF
TOTAL UJALL TO BE REMOVED = g5'-(D" LF
REMOVAL PERGENTAGE = 38i < 5�io
�i� 3,_��� �
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EXISTING MAIN FLOOR PLAN PERIMETER DEMO CALCS
LEGEND:
_ (El EXiERIOR W4LL TO RE11AM
— (El MTERIOR WALL TO REIIAM
___ !El WALL TO BE RETIOVED
A.3
a 9¢fls
FLOOR PLAN NOTES:
L WINDLUS M THE ENCLO&1RE LLWL� � TI$ STAIPoLl4Y AND LMIDING MID THE WNDOW BY iHE NB M THE
� BATHRat1 CN BpTH LEVELS SNALL BE TEFIPE�D GL4Z�Y.
7. BUILDRG ADDkE55 SHALL BE PROVIDED GN TNE Bl11LDING M SUCFI A POSIiION AS TO BE PLdMLT
VISIBL'c ANp LEGIBLE FRLf1T4� STREET.
3. PROVIDE U,�ATHERSTRIp OR SEAL A7 THE ATfIG AGGE55 PNgLS TO PREVENT D�fTS
4 PR�VIDE DEVIGES TO A&SORB HIGH PRESSURES f�SULTING FROt1 iFff LMJICK GL051Ki LF 7HE LIUICK
ACTRG VALVES FRp1 THE WASHER A� DISHWdSNER ETC_
5. PROVIDE SI1R✓E7 STAKES PRIOR TO FIXNDATIGN MSPECTIRJ i0 vERiFT LOT LI�S.
b. 5FlCu.ER.4f�A WALLS SHALL BE fM15F�D WI7H A HAfm,NGN AB° �ENT SU�€ACE TO A I$KeHt NOt
LE'a5 THAN l0' ABOVE TV� DRQM INLeT. CRG R3pl�.
l. DOO�c�i AND PANELS OF 5410LLER GND BATHiI� ENGLOSIA2E A'm ApJAGENT LLl4LL OPENMG W7HIN 60"
ABOVE A STANDMG SII�AGE M!D DR4M MLET SHALL BE WLLY 7p1PERED, LMiMATED 5CFE77
GLA55 OR APPROVED PLASTIC.
6. ALL GLAZING OF SWNGMG M� SLIDMG DOORS SHALL BE TEMPEFED GLA55, ttP.
9. WATER CL05ET SHALL BE VL iR4 LOW FLI15H" T7PE WITH ITB GALLONS MNCIM87/ fL115H.
1a. P�VIDE A SMGLE-LCNiROL (ANTI-SCALD) VALVE AT NEW OR ALTE�D STALL SNOLLfR AND
NB/SHqUER LOHBMATIGNS.
il. CONTR�L Y4LVE FOR SHCLLER OR NB-SWqIER SNALL BE GF il& PRESSURE BALdNCE OR
n��osraric nixn� va�vE n�
Q. ALL AIR DIlGTS PENEiR4TilY SEPARA7ILN WALL OR CEILMG BETLLEEN GARAGE M1D LNING AREA
SHALL BE 26 GA FIRL
13. MSTALLAiIGN MSTR1JCiIGNS FOR ALL LISiED EOUIPMEN7 Su4LL BE PROVIDED TO THE FIELD
MS�GTOR AT TRff OF MSPECiION
14. TEPo1MAilON OF ALL ENVIRCM'1ENTAL AIR D'JCTS SHALL BE A YIINII'M1 Gf 3 FEEi FRpi PROPERT7
LIt�S OR AN7 OPENR�YS R.'i0 THE &11LDING (IE, DRTERS, &47VJ AND UTILIT7 FMIS, ETL, Y0.15T BE 3
FEET NUAT FRq1 DOORS, IUtm011ki, OPQ�IIY SK7LIGHTS OR ATTIC VENiS). IJ'1G $EGTION 504b
6. A MINIHIM IR' PER Ff OF SLOPE ARLYAJD THE &11LDRY, fOR DISTMICE OF AT LEASi 30 INGHES N1MY
EXTERIOR WALLS.
16. EGRE55 WNDCLLS M EKH BEDRL�JI'I SHALL HAVE SILL HEKaFffS NOi YIORE TNAN 44 MCHES CBOVE
THE FLOOR A� OPENS DIRECTLT TO STREE7, P�LIG ALLET, TAf� (tIIN t�T LLEAR OPETlIFY� NEIGHi
OF 74", Alm MRL NET OPENING WIDTH CF 10"1.
fl. PROYIDE A L.WmRJC AT ALL DCfERIOR DOORS. T4ff LANDIMi SHALL BE AT LEAST THE WIDTH GP THE
DWR NJD EXTEND A7 LEAST 36° qJT ANp SHALL BE MADE OF CAST-M-PLAGE GQrJCRETE.
a. fOR INSWrtJG OR SLIDI� D�, THE YJxIMld1 CHMY,E IN ELEVATILN �Lf1
THE TH�SHOLD 70 THE LONDING / PATIO IS 8 MCHES.
b. FOR CUTSWINGING pOORS, I' 11AXIYAM DROP FROM THRESNpLD TO L4NpRY / PATIO.
IB. C3JAF'D AT TI$ OpEN SIDE OF THE STAIPollAT SNALL BE A MMRNM 34" A60VE TI$ LEADMG EDGES OF
il-� TraEADS. LLHEfE THE GUARD AL50 5Ef2vE5 AS THE HMIDRAIL ON TVIE OPEN SIDE Lf THE SiAIRU47
TF� GU.4RD SHALL BE 34" TO 38" ABOVE THE LEADING EDGE Lf THE TRE?D5. 5EE DETAIL 19 ON SVffET
AB
19. C�JAF95 GN THE OPEN 51DE CF THE S7dlfdUdY SH4LL NOT HAVE OPENIIYsS ILHICH ALLOW TV� PASSGGE
Lf A SPHE� 4-3/8' M Didf'�TER BETIL�EN TVg INTER�¢DId7E R41L5, AND THAT THE TRIGlY�IILAR
OPENI�I'.s5 fOR1ED 87 TF� RISER, T�AD AND BOT70YI R41L Gf THE GLL4f� SHALL NOT ALLOW
PASSAGE OF 4 6' IN DIAt1ETER SEE DETAIL 19 CN 51,'EET AB.
CsLAZINCs NOTES:
I EACu WIT OF 7E17P. GLA55 SH?LL BE PEH1M�NTLY IDENTIFIED BY THE MAWF. TVg IDENTitt SHALL
BE ETCFF`D OR CERpHIC fIRED ON THE GLA55 � BE VISIBLE WgN THE WIT 15 GL.CZED.
.. THE L4BEL (ISRC) LLHICH S7ATE5 THE LISTED Il-V4LUE FOR 4LL FEngS�RATION PROpUCTS SNALL
'!:OT SE �T10VED PRIOR TO INSPECTIGN OR �f10VED GNLT 87 hE BIIILDMG INSPELTOR
3. ALL McW CaLAZRG SNALL B'c WAL GLAZE PER TNE ENEfdiY CALGULATIQ�L
KEYNOTES o
I. .41' L�K,HT Cd1,4� AOCVE TDSF. OR TYP.
PRf-MAN�. 34•�38" LLRGWHi IRLN H4NDR41L MJSi
f�515T 10PL5 Gf LATERAL FORLE, W/ MiEfd1EDIATE
RdILS SPALED SUCVI itlA1 p SPHERE 4" IN
DIA'�EiER CAN NOT P455 THRqYH PER CBC 10f33.
SMGLE CONCEN7R4iED J00 LBS. � A RIGNT
dNGLE TO THE TOP RAIL PER GBG 1601.�.1.
2. DR7ER
- PR�VIDE A SM007H METAL DUCT fOR DRYER
EXH.CUST EMENDMG TO IXITSIDE W/ BACK DRAFT
DNIPER !36" MI11 P1U4Y FROf1 ppENING).
- MAX VEN7 DUGT LEN.'aTN OF 14'. SEE NVAG �
PLU'78MG NOTES.
3. 30"0 MIFL CLR a SHOLLER SHOII.�R D�R MIN. 71"
WIDE, TEMPERED. PROVIDE MM. 30' GLEAR SPACE
AROIMJ WATER CLOSET.
4. 22'r30" CRALLI SPAGE ACGE55
5. GGFFER / VNJLTED CEILING
6. EXISTING WA7ER HEATER
l. INTERIOR SOFFIT. B'-0" ABOVE fIN15H FLOOR LINE.
B. EX15TING FAIJ
9. EXTERIOR LMIDING A7 THE ExTERIOR DOOR
SNlll.L BE A 11AXIrM�I �-3/4" BELOIU THE TOP OF
THE TNRESHOLD, PROVIDED ?HE DOOR DOES
NOT SWING OVER tNE LANDIM'a OR FLOOR IF THE
D�R SWINGS W7 lOVER THE LANDINGJ THE
CHANGE IN ELEVATIGN IS LRIITED TO I-I/e"
MAXIMfuM.
10. ATfIG ACCE55 LLV WEATNERSTRIPPMG, MIN.
77'r30".
IL EXTERIOR LANDI1Y,a AT TFlE EXTERIOR DOOR
SHALL BE A t1AXIMJI'I l-3/4" BELOW THE TOP OF
iHE THRE51-IOLD, PROVIDcD THE D�R DOES
NOT SU11NG OVER 7NE L0IJDMG OR FLOOR � THE
DOOR SWINGS q1T (OVER 7HE LANDMGI THE
CHAIY�E M ELEVATION IS LIMITED TO I-I!1°
MdXIhNM.
INDOOR WATER USE 12mi9 GGC 43)
�l TVg Eii�CTIVE FLUSN VOLIlff Gf ILLQTER 0.05E75 WILL IS'JT EXLEED 118 GdL / iLIlSN.
FOR WAL fL115�.' TOILETS dvERp!¢ iWp rEDUCED FlLL5Vff5 urtiN Ltg Rk1 FLUSN.
1. TVf E7fECTl�E FLIlSN VOLII'� GF 182Nd15 WILL NOT E�(CEED 0Q5 GAL / RIlSH.
3. H4XE7M RLW RATE FOR 5V1�UER5 5�1oLL BE IB CFn. AT E0 P51.
4. nAXt171 ROW RQTE FOR LdVATORf FAl10ET5 511�LL BE li GR1. AT 60 P51.
5. HAXt1f1 ROL R4TE FpR qTLVff11 FAl10Ei5 SNALL BE IB GRt. AT bO P51.
LA�: iEYIPOR4PoLT II�kEAS'e TO 11 GPl1. BUT t115T DEFAl1LT BACK TO FINCR7P1
� 0.0W R47E OF IB GPM
7019 LGC 4430311
1019 CGG §430317
10I9 CCC §4303J3
1019 CCC §430314J
7019 CCC 5430314.4
1,_b.
REVISIDNS
INING Q
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OPROPOSED MAIN FLOOR PLAN °� LECsEND:
SCAI.E: 114�_1���� _ (El WALL TO REMAM
N � !Nl WALL
MAIN FLOOR:
IUALL PERIMETER - 13�'-(�" LF
UJALL TO REMAIN = 6�'_f0" LF
WALL TO BE REMOVED = 63'-�' LF
LOWER FLOOR:
UJALL PERIMETFR - 120'-�" LF
UJALL TO REMAIN = SS'-�" LF
WALL 70 SE REMOvED = 32'_�" LF
TOTAL WALL FERIMETER = 25�'-�" LF
TOTAL WALL TD BE REMOVED = g5'-0�" LF
REMOvAL PERGENTACsE = 38i < 5mio
�.�._�,�,�_e.{�._m�,�
� EXISTING LOWER FLOOR PLAN PERIMETER DEMO CALCS LECsEND:
CAL : 1/4"=]'-0" (EJ EMERIOR WALL TO REt1AM
(E1 MTERIOR WALL 10 RMAIN
N ___ (E) WALL TO BE REMOVED
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FLOOR PLAN NOTES:
L WRIDpW IN THE ENCL051JRE WALL OF TI$ STAIRll1A.Y GND LA�ING bl� THE Wt�CW BY THE NB M THE
. BATNR001� ON BpTH LEVELS SHALL BE TEI'IPERED GLAZMG.
7. EUILDING ADDRE55 SHALL BE PROVIDED LN THE &11LDING IN 511CH A POSITION AS TO BE PLAML7
VI518LE AND LEGIBLE FRq7 THE STREET_
3. PROVIDE WEATHERSTRIP OR SEAL AT iVff ATTIG ACCE55 PA�LS TO PRE4EN7 DR?FTS.
�4. PROVIDE DEVICES TO A&SOfB HIGH PRE55U�5 �SIILTING FROM THE OUICK CLOSMG GF 7V$ l211CK
AGTMG V4LVE5 FRp1 THE WASVgR ,Nm D151AllA5HER ETC_
5. PR�vIDE SI1RrET STAKES PRIOR TO FOUJDATIGN INSPECfION t0 VERIFY LOT LII�S.
6. SFIOLLER ,4f�A WpLLS SHALL BE FM151$D WITH A HAf�, NRJ AB50f�EM 511RFAGE TO A VgV�HT NOT
LE55 TH4N lD' ABOVE THE DR4M R1LET. CRL R301I.
�. DOORS AND PGNELS OF SHq11ER AND BATHTIIB ENGLOSURE M'D 4DJGGENT W4LL OPENRY WTNM 60"
ABOVE A STdNDING SII�ACE AND DR41N MLE7 SHALL BE FULLY tE11PEF�ED, LAt1MATED SGFfT7
GLd55 OR dFPROVED PL.0.5TIC.
B. ?LL GLAZIW.a OF SWINGRL OND SLIDMG DCORS SHALL BE TEMPEf�D GLA55,1TP.
9. WATER CL05ET SHALL BE 'LLTRA LOW FLI15H" ttPE WITH U8 GALLGNS MAxR'IA9/ FLI15H.
10 PfmvIDE A SIFY�LE-GLNTROL lMRI-SCALD) V4LVE AT NEW OR ALTERED STALL °J70111ER AND
il�/SFIOLLER LOMBMATILNS.
II. CONTROL VALVE FOR SHWIER OR 7118-541qLER SHALL BE OF THE FRESSUf'�E BALMICE OR
TI$p'105i4TIC I'IIXMG VOLVE T7PE.
Q. ALL AIR DIlCTS PENETR4TING SEPARATIGN WALL OR GEILRY BETWEEN GARAGE .WJD LIVING AREA
SNALL BE 76 GA 11R1
U. MSTALLATION MSTHICTI�NS FOR ALL LISTED EC'd11P1'1E�R SHALL BE PRONDED TO THE FIELD
MSFECTOR dT TII'� Gf MSpECTIRI
14. TEFd1MAilON OF ALL ENVIRCnCENTAL AIR q1GT5 SHALL BE A MMR9Pt Gf 3 FEET fRLrt PROPERT7
LR.�S OR A4T OPENRGS IMO iHE BUILDIW (IE. Drt1'Efx, BATH AI� UTILItt FM'S, ETC, MU57 BE 3
FEET OL1A7 fROM DGY)R5, WrIDLrW, OPENMG SKYLKaHf�S CR ATfIC VENTS). Il1C SECTION 504b
5. A HMRl.M VI" PER Fr OF SLOPE ARDUND TI$ 8111LDMG WR DISTANCE � 4T LEAST 30 MGV$5 OLWY
DCIERIOR W.4LL5.
K. EGRE55 WII�OWS W EGGH BED�`Ct1 SHALL HAVE SILL I$KaNTS NO71 ✓JRE THA1J 44 INLHES ABOVE
TF� FLOOR dND OPENS DI�GTLY 70 STREET, FUBLIC ALLEI', ThRD (11UL �T GLEAR OPENING F�ICrIJT
OF 74", M� MIhL NE1 OPENING WIDTH � 10").
il. PROVIDE A LMIDIrY AT ALL D(iERIOR DOORS. Tf$ LMIDIMi SH4LL BE AT LEAST THE WDTN Gf THE
DOOR dND Ea?END a7 LEAST 36" Olff AND SHALL 0E hADE LF LAST-M-PLdGE CONG�TE.
a. f-0R MSWING OR SLIDIhY.a D�Rfi, TVg IMXRAJ'I CHdNGE M ELEVATION FRp1
Tlg THRESFlOLD TO TFlE LGNDRG / PATIO IS 8 INLFgS.
b. FOR CUiSWINGRG DOOW, I° HAXR1P1 DR�P FROM THRE5u0LD TO LANDMG / PAT�O.
IB. GUAfm A7 THE OPEN SIDE OF THE STAIRU4Y SHALL BE A tiMIMJ1 34" ABOVE Rff LEADING EpGES OF
'f1g TREADS. LLHE� THE G�ARD AL50 5E2vE5 AS THE HANpRAIL ON THE OPEN SIDE GF THE S7AIRllAY
TFg Cdld.f'� SHALL BE 34" TO 3B" ABOVE TNE LEADII�Yi EDGE CF THE TREADS. SEE DETAIL 19 RJ 5FgE7
AB
19. GUA('.DS CN TNE OPEN 51DE OF TFg ST41PoUqT SHALL NOT HAVE OPENIIJ'.x5 LLHICH ALLpU TFIE PA55AGE
Lf A SPNER 4-3/B' M DIM1EiER BEiuIEEN T�ff MTEPo'�DIATE R41L5, AND THAT TNE TRINJG�LAR
OPENII�'..�5 FDId1ED BT hg RISER, TF£AD AhD BOTTp1 R41L Gf TI� CdL4rO SHALL NOT PLLOW
PASSAGE !i A 6' M DIMIETER SEE DETAIL 19 ON 5NEET AB.
CsLAZING NOTES:
L EACH I1NIT CF TEMP. GLA55 SHALL BE PER'I.M�GNTL7 IDENTIFIED B7 THE MAWF. i1g IDENTItt SNALL
B"c EiGHED OR CER4MIC FIRED ON TNE GLA55 1 BE VI5IBLE W�N THE LPIIT IS GL4ffD.
7. THE LABEL (NFRC) U4lICF; STGTES iHE LISTED U-VdLIIE FOR ALL FEM1�STRA710N PRCq1CT5 SHALL
` NOT BE �£110VED PRICR TO INSPEGTION OR F�Ei10vED GNLT B7 iHE BIIILDMC INSPECTOR
3. ALL NEW GLAZING SHALL BE DIIAL GLAff PER THE ENEFtiaT CGLL!lLATION
KEYN�TES a
I. d1' VffIGHi [dL4fm ABQyE TDSF. OR iYP
PRE-11AWF. 3d"-38' LLRaIIGHT IRON HANDRdIL YG15i
f�515T 70PL5 Gf LATER4L FORCE, W/ IMEpiEpIAT
R41L5 SPACED SUCW iHAT A SPHEf� 4" IN
DIN�TER LPN NOT PA55 TMd.�l1GH PER GBC IOI33.
SMGLE CONCENTRA7ED 200 LES. o A RIGHT
ANGLE TO iHE TOP RAIL PER C8G I6O�.l.l.
2. DRYER
- fl20vIDE A SMOOtH 11ETAL DUCT FOR DRYER
EXHAUST EMENDMG TO OUTSIDE W/ BACK DRAfT
DAYIPER !36" MRL GWAT FRp1 OPENINGI.
- MAX vENT DI1CT LENGTH Gf I4'. SEE HVAC �
PLIAMBING NOTES.
3. 30"0 FtIN. CLR o SHOIL�R SHOIL�R D�R MIN. 77"
WIDE, iEMPERED. P�VIDE HM. 30° CLEAR SPAGE
AR,^WD WATER GL05ET.
4. 11"x30" GRdIIP� SPAGE ACCE55
5. GCfFER / VAIJLTED CEILING
6. EXISTMCa WATER NEATER
l. MTERIOR $CfF1T. 8'-0° ABOVE FMISH fLOOR LINE.
8. EXISTIt1 FdIJ
9. Ex7ERIOR LANDING Ai THE EMERIOR DOOR
SFIALL BE A nAXIYNM �-3i4° BELOuI THE TOP Gf
iHE THf'aESHOLD, PROVIDED TNE DOOR DOES
NOT SWIIS_, OVER TNE LANDING OR FLOOR IF THE
D�R SWINGS OUT lOVER THE LANDINGI iHE
GHANGE IN ELEVATION IS LIMIiED i0 I-I!1"
naxirnm_
I0. ATTIG ACGE55 W/ WEATHERSTRIPPING, FIRL
i1"x30"
II. EXfERIOR LANDMG AT THE ExiERIOR DOOi2
SHALL BE A 11AXIMUM �-3/4" BELCW THE TOP Gf
TI-� TH(�SNOLD, P�vIDED THE DDOR DOES
NOT SWII�Y.a OVER THE LMIDIN'i OR FLOOR IF THE
DOOR SWIW.sS O'JT (OVER THE LANDINGI THE
CHANGE M ELEv4710N IS LIMITED TO I-I/1"
MAXIMMI.
INDOOR WATER L1SE 12m19 CGC 43)
L THE EAEGTIyE FLUSN VDLIlff OF W4TER LLOSETS WILL NOT EXCEED 11B G4L / P.LLSVL
` FGR DIIP.L RIJSN TOILETS AVERCC 71W F£DIIGED FLI5Vg5 IIATH 01ff FibL P.LSN.
1. 11f EfFECTNE FLISN VOLU'� 6 I�AJALS uALL NOT IXC� O.Q5 GAL I H.115Vi.
3. h14Xll'IB'I RqU Rd1E FGR SH'aJERS FM4LL BE IB GFi1. dT B0 PSI.
4. HAX�'AYI fLpU RQiE WR L4VAiORY FAl10ET5 SH.4LL BE 17 GFTi. AT 60 P51.
5. FIAXiMf�l F�P11 RqiE WR qTGVffN FNCEiS SHALL BE IB GPM, AT 60 P51.
L41 iEMPORARIL7 INCF£A5E i0 11 GPM. 8117 HJST DEfl�IILT BAqC TO tt4kA'I71
� FLOIU R4TE G4 IB GPYI
3m19 CGC §4303 LI
10H GCG 4/30317
705 CGG ¢C303.13
1019 CCL ¢1303.14J
7019 CGC 44303.I.4.4
N
r�ei�
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LECsEND:
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NOTES:
L A HINIP➢P1 IR" PER Ff Cf SLGPE ARpAID 7HE &11LDINW FOR D157PNGE CF AT LEAST 30
MCHES AWAY EMERIOR WALLS.
1. EXiERIOR STUCCO OYER WATE�ROOF MEFBR41� OVER PL1"WOOD SHE4TNMG.
3. &IILDMC ADDfcf55: MMBERS AND ADDRE55E5 SHALL BE PLAGED ON ALL NEW dND
EXISTMG BUILDIPY.a IN SiJCH 4 POSITION 45 TO BE PLAINLY VISIBLE /WD LEGIBLE FRONi
iNE SiftiEi OR ROAp PRONTIIY iNE F%7PERiY. SAID Wf1BER5 SHALL CONTRAST WITH
-THEIR BACKGROIldi, SNALL BE A t11NIt1R1 Cf Gf�-HALF MGH STRGt� BY TW� pND
ONE-NALF MCHES HIGH, A4D SHALL BE EITHER IMERJ.4LLY OR EMEldJALLT ILLI➢'iMATED
M ALL r&lU CONSTidICiION, ALTER4TION5 OR �PAIR OF EXISiRG GpN5iR1CTICf1 TI$
POIUER CF SUGH ILLIIMMATILN SHALL NOt BE NOfdMLL7 SIIATLHdBLE. Cltt �f BURLItYadl7'c
MWICIP4L LODE IBIDBID5O.I1BG5O1.
4. .6LL MATERIALS lJ�PLIED AS ROLF CP/ERRK GN dNT STRKiW2E f�GULCiED B7 TH15
GODE SNALL HAVE A FIFff fgTARDMIT RQTIN: OF CLA55 A OR B AS SPECIFIED M TABLE
15-A AS A'1EI�ED B7 CIT7 OF BURLRGAME M�NICIPAL COpE 18IDBD60. ALL LLGOD
STp1CiUf'aE5 Af� f�Cd11RED TO NAVE A MINIMIAM CF CLA55 B fd�Gf CO✓ERING.
5. FLASNINi MID LOWTEfffLASHRG.
PER 1019 CBL. 603I A7, EXTERIOR OPENIW.a EXP05ED TO iHE LL¢ATHER SHALL BE
FLASNED M SI1CH A 11ANNER AS TO htiKE THEFI WEATV$RPR�"F.
ELA5H7p�ERIC SHEET
W6TEf�'RLL'Fh�G IX7ED A5 NOiED �
SLOPE YIETAL FLASHING WITN pRIP � GYP. BD.
IXTEND 4" tIIN A80vE GEDAR �Ap� ���
LLi00D TRIM PER ELEVATIGN �
W�o�, �
WRIDpL R2.N'ff l ll:a�
SEALM'T
IIKXA TRIM PER
ELEVATIGN
DBL 7x 51LL
ELASHTOI�ffRIC SHEEt 3z BLOLKMG OMIi
WATERPRDOFMG EXfED AS � _ A7 PLYLLD. SHEAkIiliGl.L
„ NOiED - G1P.BD.
SILL
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LEGEND
EE . EF¢fK�ENCT EGRE55
FLAT ROOF Gq'IPOSI710N
sun��e �, mP.
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— _",. __ . _- __f � L _
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IWOD GARAGE DOOR
R415ED PANEL
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ADD255,
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DOOR
LIGHT FIXI1IRE, 40
bx W�DD WATTS MAX.
GORBELS
PROPOSED FRONT ELEVATION
E: ll "=1,_ "
(E
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WOOD CLAD WMDOW W/,
DI14L GLAZMG. TYP
5i11GC0. TYP.
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A.7
NOTES:
I. A MINIMIAI IR" PER FT GF SLOPE ARGWD iHE B�JILDING F012
D15TANCE OF Ai LEAST 30 MCNES NLL4T EXTERIOR WALLS.
1. , EXTERIOR STIILCO OVER WA7Ef�'R�F MEMBRA� OVER
PLYWOOD SHEATNInK,.
3. BIIILDMG ADD�55: NRiBERS bND ADDI�ESSES SHGLL BE
PLACED LN ALL I�W NJD Ex1571NG &11LDUY M SUCH d
_ POSITILN AS TD BE PLAINL7 v151BLE MID LEGIBLE R2GtJT THE
STREET OR ROAD FROIJTMG THE PROP'cRT1'. SAID WP'BERS
SNALL LLNTRAST WTH THEIR BAGKGR71ND.5HALL BE A
MINII1R1 Gf LT�-HALf MCN STROKE B7 TWO A� Lt�-HALF
MCHES HIGH, PNC S:IALL BE EITHER IMERJALL7 0R
EX1EfdJ.dLLT ILLW'IINATED M ALL I�W CONSTR1GTIpN,
AL7ER4TION5 OR �PAIR Gf EXISTIPG CONSnd.'CTILN. TF$
POLLER OF $UCN ILL1IMINATIQ: SHALL NOT BE NOld'1GLLT h TOP OF RIDi� �
$WITCHABLE. CI7T OF 611RLRY.AHE Np1NICIPAL CODE IBID8Ph0. z -- �
uec5oz.
4. ALL f1ATERIALS APPLIED AS RDGF LOVERING pJ AVY
STqJCN� RECd1LAi'tD BY THIS CDDE SHALL HAVE A FI� a+
�TdRDdNi RATIt�G Gf CLA55 A OR 8 AS SPEGIFIm IN 7ABLE - I
IS-A A5 W1EhIDED 8Y CITY OF BURLINGNIE MWICIPAL CAD"c �
IBD8ID60. 4LL WOOD SiRA.NRES ARE REOIIIRED TO NAVE d
HINIt7ri OF GLA55 B RaF CAVERMG. �
i TOP PLATE
5. RASHMG AND GOUt�E�LASFiMG.
PER 2O5 CBL. &037 A1, EXiERIOR OPENMG ExPOSED TO
THE WEATHER SHALL BE RASHED M 511GN A HNNER AS TO
YIdKE TIJ�J1 LLEATHEfBRLbF. �
� = I
naiN F�oorz
�..ziu
GARACE FLOOR
E�
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TYP. ROCF PITGN
Q
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0
GCf'IPOSITIGN
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TYP. ROOF PITCN
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>_ - �9.51 �ooRs wnrTs nwc ,9.51 - - —
TOP Cf RIDGE y9� _ - (71131) (21�3�)
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i - = I
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A TOP PLATE � � �
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EL..� T - ��� -. �: \ 1, - _- � �.' � - �. T .
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' lEl DECK W/ (N147"
GLA55 5T41NLE55
- STEEL R41L
PROPOSED LEFT ELEVATION
�. : � �_,.-0,.
- <L
STi1CC0, TYP. 5R11LATED 1R/E (EJ � (N)
DIVIDED LITE 4LUMMtJH G�E
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WAL GLAZMG, T7P.
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EE . EMEFdiENG7 EGRE55
TOP OF RIP'aE
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AS NOTED
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NOiES:
L A HMIPAM IR" PER Ff OF SLOFE ARqND TI$ BUILDMG fOR DISTANCE OF Ai LEAST 3p
INCF�S AWAY EXTEWOR WALLS.
•
7. EXTERIOR 5Tt1CC0 OVER ILLQiERPROOF YIE11BRdNE OVER PLYLL�D SHEATHING.
3. &11LDMG ADD�55�, Md'BERS hcm ADD(g55E5 SNALL BE PLPLED GtJ ALL rffW A1�
EXIS7MG 6JILDIW..� M SUCH A POSITIGN AS TO BE PLAM17 VISIgLE AND LEGIBLE FRfJ�.R
THE STI�ET OR ROAD FRONTRY. THE PROPERTT. SAID M1f1BER5 SHALL GLNiR45T W7N
,. THEIR BdLKGR0IJND, SHALL BE 4 MINIMIJM OF GNE-HALF INGH STROKE BY iW0 AND
CNE-HALF I�HES HIGH, AND SHALL BE EITNER MTERJALLI' OR E�EfddALLY ILLUIINATED
M ALL NEW GCNSTRICTION, ALTERATION$ OR �PdIR CF EXISTMG CCK5t�d1[ilOFl iHE
PqI.ER OF $UGH ILLII'1MATIRJ SHALL NOT BE NORCIALLT SWITGVIABLE CIT7 OF BURLING.�ME
t4NIGIPCI CODE 18IDeID5O. IffiC501.
4. ALL 11A7ERIALS APRIED AS f�Cf GOVEWtJG RJ M'7 5TR1CTUfiE REGULATED B7 TNIS
CODE SHALL HAVE A FIRE f.'ETAfmONi R4iMC, GF GLA55 A OR B AS SPECIFIED M TABLE � 7pp OF RIDGE
6-A AS M7ENDED BY CiTY OF &1RLINGAY� MWICIPAL CODE �BID8P160. ALL LLI�D
57Po1C7iJRE5 ARE REGe11RED TO HAVE A MMRVd1 Gf CLA55 B�LF COVERR�Y�.
II 5. RASNIIY AND CpMEkFLASHRG. _
PER 1019 CBL. 1503] AI, E�RIOR OF£NMG EXPOSED TO il$ WEATFER SHALL BE Q
FLASNED M$UGH A 17M8�R AS TO MArE TI$11 II.EATVg�. �
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HAIN FLOOR
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r-�a� � �EVF�
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EL.. � 2� 011 _ -_ .\ e� _` :,<a'y _� .�'�• ��. ' _ TI - _ -
, - '� ` „<`-.� �'..; �`- a _ - I
�� I�-
fElGR4DE � � +l �� ;�:.�'�-'_` �..' � .-� —�-rt +, I
!W GRADE SWCO, T7P. - _ . _ ''`�". s � ' � 1I / � : ; I
��'+�.,-x--� ��'t z�- � : :
. . , :� . . r.�
. �� . i . ; . _ t • '•`� I
(NI DECK W/ 42' GLA55 "
. _ .�. . __ �. , . ._ . :,_. . . . . STAINLE55 STEEL RAIL i (El DECK W/ fN15TdMLE55 !El DECK IW fN) 4P°
_ .._ _ _ ._ _ _ ._ ._..'_ __ _ _. �.�._�.._ �.-__. _.���-._.�_.�.
SiAMLE55 STEEL i1.�LDED STEEL LLELDED WIRE htESH 3" GLA55 STGINLE55
� WIRE MESH 3" OPENING, TTP. OPENING, i7P. 5?EEL RAIL �� F��
SLIDING DOOR5
. . . . . . . . . . . . . . . . . . . . . . , . .
PROPOSED REAR ELEVATION
ALE: 1 = �p"
GAR.dGE FLWR
EL. •703]
_ �
LEGEND
EE - EI'1ERGENCI" EGRE55
RENSIONS
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AS NOTID
A.l 1
��
Equipment Management &
Spill Contral
�.r�
.� a ��,
,--..�
� � a��� � ��.� �F� ���
� � � �.:a� � � ��t �
Water Pollution
Prevention Program
CleanWater.�_��. �m���ai�€��.
Construction Best l��Iana ement Pra�tices BMPs
g
Construction projects are rec�uired to implement the stor�nwater best management practices (BMP) on this page,
as they apply to your proj�ct, all year long.
Painting & Paint Removal
�'[aterials & �'4'aste 11�1anagement
!Von-Hazardnus b7aterials
❑ Bem� and coccr stockpiles of sand. dirt or other coustructiun inatzrial
ii ith tarps �� hen rain is forecast or if not acti� el� beuig uscd c� iiliui
i � cia} s.
� Use (but don't o��eruse) reclalnied nater lor dust control.
Ha�ardous Alutcriais
❑ L�bel all liazardous matcrials and hazardous �aastcs (sucli as
�' pesticides. pauus, dii�uiers, solcents. fi�el, oil, and autifrecze) ui
accordance i+itli cit}. counh. state and federal regulations.
❑ Store haz�rdous matenals and �tastes ui �iatcr tight contaiuers. srore
- in appropriale secondan conta.in.ment vid co�-er diem at the ei�d of
e�-eR �cork da� or dw�in� �cet neather or «-hen rain is forecast.
❑ Follo�� manufacturer�s application instrvctions for hazardous
matcrials and bc carcful not to usc morc lha�i ncccssary. Do uot
appl} chcmicals outdoors �ilten rain is forecast �+iti�in 24 hours.
❑ Arrangc for appropriatc disposal of all harardous ��astes-
R'aste Management
❑ Coti er �ti aste disposal containers sectueh n ith tarps at the end of
e�en «ork da� and diu'uig «et nea4ier.
❑ Che�k �� aste disposal conlainers frequenti� for Icaks and lo make
sure thc} arc not o� crGllcd. �le� er liose do�� n a dumpstcr on tlie
construction sile.
❑ Clcan or replace portable toilcts. and inspect them licqucnd} for
]caks aud spills.
❑ Dispose of al] �rasies aud debns properl}. Rec� cle materials aud
taas:es titi�t can be rec} cled (such as asphalt, crnicrete, ageregaYe base
malerials. ��ood. � p baard, pipe. etc.)
❑ Dispose of liquid residues from pauus, diinners. sol��ents. glues. and
cleanins fluids as hazardais tiiastc.
Construction Entranccs snd Pcrimetcr
❑ Establish aud maiutaiu ctTecti� c pcnmelcr controls and stabilizc all
construction zntrances a�id e�its to sufficienti� co�itrol erosion a�id
sedicuent dischargcs from site and uacking off site.
❑ S«eep or �acuum a�n street tracking immedistel}• �ud secure
sednnent soiUcc to pre� ent furiher tracking. Nc� cr hose do��n strccts
to clean up tracking.
�
�
� �� � - .
v �� � :
�
,� aA
� �
� �. �
� �.
� �
11�Iaintcnancc and P:�rking
❑ Desi4mate an area, fitted wiih appropnate BMPs, for
�chicic and equipment parkin� and sioragz.
� Perfonu major maintenv�ce. repairjobs, and �ehicle
and equipment �zashing off site.
❑ If rcfucling or �clucic mauitcnuicc must bc donc
onsite. «ork iu a bemied area acea} trom storm drauis
and o�-er a drip pan big enough to collect fluids.
Rcc� cic or dispesc of (luids as hacardous �caste.
❑ If � chicic or equipmcnt cicaning must bc donc onsitc.
cican �� itli �� atcr oiil� in a bcrmcd arca that �+ ill nol
allo« rinse �� ate; to nm into guriers, streets, stonn
dranis. or surface �raters.
O Do not ciean � cl:icle or equipmcnt onsite usuig soaps.
solvents. de�neasers. steam cJcaning equipment; elc.
Spill Pre�ention :►nd Control
❑ Kccp spili cicanup matcrials (rags. absorbcnts. ctc-)
arailable at the construction sile at all timcs.
❑ Iuspccl vchicics and cquipmcnt frcqucnll} for and
rzpair Icaks prompih. Usc dnp pans to caich leal:s
until repairs are made.
❑ Clea�i up spills or lcaks immediatel� and dispose of
cleaimp materiais properl�.
❑ Do not hose don�n surfaces n lierc fluids ha� e spilled.
lise dn cleanup med�ods (absorbent matenals, cat
litter.. and%ar ra�s).
❑ Siaeep up spilleil dr} materials uncnecliatel}. Do vot
tn to �� ash tl�em atira}° «itl� �cater. or burc tliem.
❑ Clean up spills ai diri areas b} di�eing up and
properh disposut« oi'contamin�tcd soil.
❑ RcpoT1 significant spills unmcdiatcl�. You arc requned
b� law to rcport all siguiCicant rcicases of hazardous
malenals, includine oil. To rcport a spill: 1) Dial 911
or } our local emergenc� response mm�ber. 2) Call the
Govemor's Offiee of Eiuergenc}' Sereices ��%aruuig
Center,12�0(�j 8�2-7��0 (24 hours).
Earth�ti�ork &
Contaminated
Soils
r'
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.x.,�.�...s.,._ „�.�,��� n, . �<. r � /C'r�' \ ��:.'
�"`w..��',0. d F.�:.V��.� ...
� '� _. �� �r�`+ ,,,
1«''rr .�..-.s.zs.z i�'?F� ..�,. ^� �` ���-Jya{���.
Erosion Conttrot
❑ Schedule gradulg and z�catiatiai ���ork for
dn «eadier oiil�.
❑ Stabilize all deimded areas, instail and
maintaut temporarc erosion controls (such
as erosia� control fabric or bondcd fiber
matrisl until vegetation is established.
❑ Secd or plant � e�ctation for erosion
control on slopes or ��hcrc consuuctian is
not immcdiatcic planned.
Sediment Control
❑ Protecl stonn drain inlets, gutters. ditches.
�uid draina e courses �citl� a ro riate
R PP R
BMPs. such as gravel bags, fiber rolls.
bcrnis, ctc.
❑ Prc�rnt scdiment from migratin� oCfsite
b� installing and maini��ining scdimcnt
controls. such as fibcr rolls. silt �ences. or
sedunent basins.
❑ Keep excavated soil on the sitc �� here it
�;zll not collect uito the street.
❑ Transfer e�ca� aied matcrials lo dump
truCks on the site, not in the Strect.
❑ Contaminated Soils
O lTairy of the lollowing conditions are
observed. test for contamniatiou and
contact the Re�ional 4Vater Qualih'
Control Board�
■ Unusual soil conditions, discoloration.
or odor.
■ Abandoned imdzrground tani. s.
■ Abandoned «zlls
■ Buried ban�cls. debns, or trasii.
Paving/Asphalt �'ork
❑.A� oid pa� uig and seal coatin� v� ��et
�veatiier. or wheii rain is forecast belbrz
fresh pa� ement �� ill l�a� e rime ro cure
� Co� er storni drain v�lets and m�uilioles
��liev appl} ing seal coat tack coat. slurrc
seal. fo�z seal; etc
U Collect and rec� de ar appropriateh
dispose of e�cess abrasiti e gra� e1 or sand.
Do NOT snccp or ��ash it iuto guttcrs.
❑ Do not use waier to ���ash down fTesh
asphall concrctc pavcmcnt.
Sa� cuttin� d AsphaltlConcrete Remo� at
❑ m 1 tch co� cr or bam adc storni
Ce p c c
drain inlcis �+1icn ssi� cuttin,. Usc fihcr
fabiic. catch basvi i��lci filtcrs. or gra��cl
ba��s to keep s]um out oP ihe storni drain
s� stem.
❑ Sho� e1. abosorb, or vacmnn sa�c-cut
slum and dispose of all ��aste as soon
as } ou �ue finished ui one location or at
tl�e end of each �� ork da} /«hichever is
sooner!).
❑ 1lsa�ticut slurr� cntcrs a catch basrn, cican
il up immediatch.
Concrete, Crout & �Iorta�•
Application
� ���;�
( �� � � �
�""�,� � ' �;
� ����
�.-�" �-
. .. . ��- ��.
❑ Store concreie, groui and morli�r uuder
co�er, on pallets and a«ay from drauiage
areas. These materials must ne� er rzach a
storni drain.
❑ ��%ash out concrete eyiiipiueuUtrucks
of3site or in a contained area, so ihere
is no dischax�e into tl�e imderl��ing soil
or onto surrounding arcas. Let concrete
l�arden and dispose of �s garbage.
❑ Collect the «ash �vater Irom ��ashing
cxposcd aggregate concrctc and remo� e it
for appropnate disposal offsite.
Dewatering
r i;
i, �
S�",� ii` `�,� ,� v�
_ ,..�' �"•" >.. �,::-- ,�
. � ,
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�� �� ,. ` �
r�:,� . ��
❑ Effzcti��el� manan>e a11 run-on, all
runoff �c ithiu die site. and all nuioff diat
discharnzs liom the sitc. Di�ertrun-on
1�•ater from effsite a��•a} from all dist�irbed
tueas or othencise ensure compliance.
❑ �i'hen dectiatenng_ uotif} and obtaiu
appro� a] from flie local municipalih
before discharging «atcr to a street gutter
or storm drain. Filtration or di� ersion
throueh a basin, tank. or scdimcnt trap
nia} bc rcquircd.
❑ ln areas of l:no« n contaminaaon. tesring
is required pnor to reusz or discharge of
trr und���a r. n ul �i i h En in r
� o le Co s l� U t e g ee to
determine ��hether testing is required and
hoic to intcrprct results. Cantaminaled
gromid�+atcr must bc trcatcd or Uaulut
olT-site for proper disposal.
Storm drain polluters may be liable for fines of up to $10,000 per day!
Painting cicanup
O Nc� er clean brushes or nnse paint
CORL3111Glg 111i0 d SfICEI, QUTtCi, SL011ll
drai�i, or surface ��aters.
❑ For �cater-based paints, pavrt oi�t bnislies
to die extent possihle. Riuse ro thz
saniian seceer once � ou ha� e eanted
permission Gom tlie local �a astc«ater
trcatmcnt anlhonCs�. Ncver pour paint
do��-n a dr�in.
❑ For ail-based paints, paint out b�ushes to
tl�z extent possible vid elean «ith thiiwer
or solccnt in a proper containcr. Filtcr and
rcusc thimicrs and sol�ents. Disposc of
residuc vid wmsable iluiuier;solvents as
hazardous �raste.
P:tint remo� al
❑ Chemical paint strippnig residuc and
chips and dust from manne paints or
paints contaiiiine ]cad or h-ibut�•ltin m��st
be disposed of as ha7ardous waste
❑ Paint chips and dust fiom non-harardous
dr� stripping a�id sand blasting may bc
sr� cpt up or collccted vl plastic drop
cloths and disposzd ot as trash.
Landsca�e 1laterials
. a �- �'s;�
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*�.��W��` S ��+: ��''...,�.�%,
'�. � � . _ t
� ��
- � � � .«�.«'�,.�•�
❑ Contain stockpiled lazidscapin� materials
b} storin� diem under tarps �ahen d�ec are
nol activel} beinR used.
❑ Stack erodibte laudscape matenal on
pallets. Co�cr or store U�ese malcrials
��hen thec are not acti� eh being used or
applied.
❑ Discontinue application of am erodible
lazidscape material �� itlun ? da} s before a
forecast rain event urduring ��el �reather.
� REVISIONS I BY
U
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N.2
a s�s
BASIS OF BEARINGS
M�'AP OF NILLS ESTATE N0. 7 FILED IN BOOK 45 OF RECORD SUBDIVISION MAPS
AT PAGE 35 IN THE RECORDS OF SAN MATEO COUNTY, AND TWO FOUND
MONUMENT$ AS $H�YM.
BASIS OF ELEVATION
THE ELEVAPONS SHOwN HEREON WEftE DERIVED R20M L-1/L-2 DATA
COLLECTEO USING NAVSTAR GIOBAL POSITIONING SVSTEM (GPS) AND A
CHCX90�-OPUS RECEiVER AND POST-PROCE55 USING THE CORS NETWORK.
ALL ELEVAPON EXPRESSED IN NAVD 1988 DATUM.
TITLE REPORT
TITLE REPORT FOR THIS PROPERTY WAS PROVIDED BY OL� REPUBLIC TITLE
COMPANY, REPORT N0. 03730D9172-MW, DATED AS OF NOVEMBER 10. 2020.
NOTES
1.) THIS MAP IS NOT A PROPERN BOUNDARY SURVEY, THIS IS TOPOGRAPHY
MAP. NO PROPERTY CORNER MONUMENTS wERE SET FOR THIS PROJECT.
2.) UNDERGROUND UTILITY LINES WERE NOT LOCATED FOR THIS SURVEY.
3.) DATE OF FlELD SURVEY: JANUARY 13, 2021
4.) PROJECT BENCHMARK: TO BE DETERMINED
5.) CONTOURS SHOVM HEREON ARE AT TWO FOOT (2.0') INTERVALS
2C5.4 205 _9
IRRIGATION .
2p6 � � �CONTROL �
VALVE
CATCH
BASIN
" 42_00_ (TIE)_ - -
�'9-____________ ___ __ '_�
� FND. CITY -
�i MONUMENT �-
LEGEND
AD AREA DRAIN
APN� ASSESSOR'S PARCEL NUMBER
CP CONTROL POINT
CONC. CONCRETE
EL ELEVATION
FND. FOUN�
HT. HEIGHT
ICV IRRICATION CONTROL VALVE
RET. RETAINING
x �.�.0 5P0T ELEVAPON
G SURVEY CONTROI POINT
B PROJECT BENCHIAARK
O FOUND STREET MONUMENT
(PER 45-RSM-35)
19E.6 '.99.1 . . i
�
I ONCJ'.ETE � BUIIDING
zpo � �� ORI4EWAY FOOiPRINT
. ... �_ � � . �
- - SUBJECT PROPERTY LINE
ADJOINER PROPERN LINE
------------ EXISTING EASEMENT
��� -- - �� �-�-� � � � � � � MAJOR CONTOUR
� � � � � - MINOR CONTOUR
-X-% x- Ex15T1NG FENCE LINE
�' AREA DRAIN
t H�SE 8�8
W VALVE
C, MANHOLE
[ CATCH BASIN
� WATER METER
{C.b GAS METER
fZ FIRE HYDRANT
o CLEANOUT
70
�
LANDS OF CHIU
LOT 36, 3LOCK 29
fAILLS ESTATE N0. �
(45-RSM-35)
APN: 025-082-G<C
263� TROUS�ALE D�i'J[
CONCREIE
� 16.0 f GATE WALNWAY
10'm TREE�� . _ �s�1F� ��
ELECTRICAL
VAULT
20t2 CP
. 20� .. . . .. �
` CP ZC?.6
204 2C3.3
CLEANOUT
WATER pQ
� �� VALVES:p4
WATER
. ��. . IAETER
� WATER
VALVE
WAiR DQ
VALVES DQ
Zp5
0
I
�
�
I�
�n
la
I�
208.0
'j� � I �GATE
I GOOn
I F.F. EL.
� 1 B.3't 202.3t
� .� "' I �PANELRICAL CHIMNEY
o I
GAS
METER
CONCRETE � BUILDING
DRIVEWAY � '�-FOOTPRINT � SLIDING DOOP o0
I . � F.F. EL 211.2 H.
�I� I GARAGE � o �
I 202.'. x G.F. EL 3 w
I 202.23
I STEPPED I
WAIL � I
II FRONT
r a DOOR
� � F.F. EL. �
Nf �i .. 211.2f
a a ° a �� I
u � �°' � + J n �.
pl M� 20].0 5 ^� I
� I 207.8 0 li
� I
� 1 �15' SETBACK
�-- ExCEPT10N 4
. I OF T11LE REPOR
� -PLANTER l
CP 18.2't -
208.0
STEPPED
WALL
18.6'3 -
� � ELECIRICAL
VAULT
�
UP OF
GUTTER
� W 209.8�� �
209.5
mi� � �
��� W 3
�' C o In
� � � o
i ~ Iz
�
FND. $TREET MONUMENT 1
AT TOLEDO AVE, INTX V
50't _`�K�Y.� �8328'
! ��ib N q044'S0
y
202.3 . �. .� CP � � .
HB 1
�'..(BELOW) '��.
207.8
WOOD
STEPS
2C'.9
w00D POST�
(TYPICAL)
2G3.5 �'
WOOD POSi �
(TYPICAL) i �
LANDS OF CANTADA �
& SAGARBARRIA
LOT }5, BLOCK 29
MILLS ESIATE N0. 7
(45-RSM-35)
APN: 025-082-05�
2641 TROUSDALE DRNE
]3,ISOt SQUARE FEET
� GRA55 �
BRICK
I, 2C5.4 �^ RETAINING WAL
.. . P`ANT R.
EPS
207 8 I
qp CONCRETE
PATIO
HB
207 a
ENCLOSED �
�PAT70 AREA
� I 5' K1DE DRAINAGE EFSEMENT (45 M 35) Z��.c
�207.6 E%CEPTION 3 OF TITLE REPORT
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SURVEYOR'S STATEMENT
I, KE`�N M. MCCUIRE, A REGISTERE� PROFESSiONAL LAND SURVEYOR DULY
UCENSED BY THE LAwS OF hIE STATE OF CAUFORNIA DO HEREBY STATE
THAT iHE TOPOGRAPHY, SPOT ELEVATIONS, LOCATIDNS OF IMPROVEMENTS AS
SMOWN, ARE BASED UPON A FIELD SIIRVEY PERFORMED JANUARY 13, 2021 8Y
OUR COMPANY FIELD CREW', AND I FURTHERMORE DO STATE THAT THE
PROPERTY BOUNDARY LINES, RIGHTS-OF-WAY AND EASEMENTS, IF ANY, ARE
BASED UPON ITEMS OF PUBLIC RECORD AND FlT TO FOUND MONUMENTS AS
SHOWN AND REFERENCED HEREON. THIS MAP AND Th'E ITEMS AND
INFORManON AS SHOWN, wERE DONE UNDER NY SUPER�ASION AND �IRECTION
AND ARE TRUE AND ACCURA�%?TO THE BEST 0� IAV NNOWLEDGE AND BEUEF.
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v�\JI�Z4��j��-.-�-R_ 1/23/2t
KEVIN M. MCGUIRE, CA PLS N6437 DATE
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�%',9,,F No 6437 \\Q
� CA1.�E�.
TOPOGRAPHIC SURVEY
LANDS OF CRISTINA CANTADA & MANUEL SAGARBARRIA
MILLS ESTATE N0. 7
LOTS 35, BLOCK 29 (45 RSM 35)
2641 TROUSDALE DRIVE
CITY OF BURLINGAME SAN MATEO COUNTY CALIFORNIA
SCALE: 1" = 10' JANUARY 2021
QUIET RIVER �
Land Services Inc. -
6747 Sierro Court. Suite K
Dublln, CA 94568
(925) 734-6788 Phone
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K L01 19, BLOCK 29
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ti�k: 02„-C82-2'.G /
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AON: 025-082-OEC
2645 iR�US�A_E �R'��
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-• �� �`_/ �^' - - - 1� LOT 30, BLOCK 29 �
� � MILLS ESTATE NC. 7 \
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� APN: C25-DB2-'00
� t708 �OLEDO AVENJE \
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NILLS ESTATE NG. 7 �\ �
(45-RSM-35) \ �
APN: 025-082-090 /
1712 TOLEDO AVENUE
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