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Home My WebLink About2635 Summit Drive - PlansM • r_ ABBREVIATIONS ABV.ABOVE A.D. AREA DRAIN ADJ.ADJUSTABLE A.F.F. ABOVE FINISH FLOOR BD.BOARD BEL. BELOW BLK.BLOCK BLKG. BLOCKING BM.BEAM B.O. BY OTHERS BOT.BOTTOM BSMT.BASEMENT CAB. CABINET C.B. CATCH BASIN CEM.CEMENT C.I. CAST IRON CLG. CEILING CLO.CLOSET CLR. CLEAR CONC.CONCRETE CONT. CONTINUOUS CNTR.COUNTER CTR.CENTER �. DRYER DBL. DOUBLE DET. DETAIL DIA. DIAMETER DIM. DIMENSION DISP. DISPOSAL D.W. DISH WASHER DR.DOOR D.S. �OWN SPOUT DWG. DRAWING DRWR. DRAWER 'F OR (E) EXISTING EA.EACH EL ELEVATION ELEC.DLECTRICAL EQ.EQUAL EXP. EXPANSION F.FURNACE F.0. FLOOR DRAIN FDN. FOUNDATION FIN. FINISH F.F.E. FINISH FLOOR ELEVATION F.F.C. FINISH CEILING ELEVATION FLR.FLOOR F.O.C. FACE OF CONCRETE FT. FOOT OR FEET FTG. FOOTING FURR. FURRING G.B. GRAB BAR GL.GLASS GRN�.GROUND GRD.GRADE GYP.GYPSUM H.B. HOSE BIB HDWD. HARDWOOD HORIZ. HORIZONTAL HGT. HEIGHT I.D. INSIDE DIAMETER INSUL. INSULATION INT. INTERIOR JT. JOINT KIT. KITCHEN LAM. LAMINATE LAV.LAVATORY LT. LIGHT MAX. MAXIMUM M.C. MEDICINE CABINET MECH. MECHANICAL MIN. MINIMUM MIR. MIRROR MISC. MISCELLANEOUS MTL. METAL MDF MEDIUM DENSITY FIBERBOARD 'N' OR (N) NEW N.I.C. NOT IN CONTRACT NO.NUMBER N.T.S. NOT TO SCALE O.C. ON CENTER O.D. OUTSIDE DIAMETER O.D. OVERFLOW DRAIN OPNG. OPENING OPP. OPPOSITE PERF.PERFORATED P.G. PAINT GRADE PL.PLATE PLYWD. PLYWOOD PR. PAIR PT. POINT R. RADIUS REF. REFRIGERATOR REINF. REINFORCED R.D. ROOF DRAIN REQ'D. REQUIRED RESIL RESILIENT RET. RETAINING RM.ROOM R.O. ROUGH OPENING S. SINK SCHED.SCHEDULE SHWR.SHOWER SHT.SHEET SHTH.SHEATHING SIM. SIMILAR S.D.SMOKE DETECTOR SPEC. SPECIFICATION SO.S�UARE S.L.D SEE LANDSCAPE DRAWINGS S.S. STAWLESS STEEL S.S.D. SEE STRUCTURAL DRAWINGS STD.STANDARD STL.STEEL STOR. STORAGE SYM. SYMMETRICAL T.TREAD TBD. TO BE DESIGNED TEL TELEPHONE T&G TONGUE AND GROOVE TVP. TYPICAL T.O. TOP OF T.O.S.TOP OF SlAB U.O.N. UNLESS OTHERWISE NOTE� VERT.VERTICAL VEST.VESTIBULE V.I.F. VERIFY IN FIELD W. WASHER W/ WITH W.H. WATER HEATER W.C. WATER CLOSET WD.WOOD W.I. WROUGHT IRON W.I.C. WALK-IN CLOSET W/O WITHOUT W.O. WHERE OCCURS WP. WATERPROOF WT. WEIGHT < ANGLE @ AT 0 DIAMETER it POUND OF NUMBER GENERALNOTES 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11 12. 13. 14. 15. 16. 77. 18. 19. 20. ALL CONSTRUCTION TO CONFORM TO 2013 CALIFORNIA BUILDING, ELECTRICAL, MECHANICAL, AND PLUMBING CODES AND ALL OTHER STATE, COUNTY, AND CITY ORDINANCE AND REGULATIONS PERTAINING HERETO. CONTRACTOR SHALL EXAMINE AND VERIFY FXISTING CONDITIONS OF THE JOB SITE. ANY DISCREPANCY BETWEEN DRAWINGS AND EXISTING CONDITIONS SHALL BE RECORDED AND REPORTED WITH A SUBMITTAL COPY TO THE ARCHITECT FOR RESOLUTION PRIOR TO COMMENCEMENT OF WORK. ALL EXISTING CONDITION DIMENSIONS PROVIDED BY OWNER AND ARE NOT VERIFIED BY SURVEYOR OR ARCHITECT. DO NOT SCALE THE DRAWINGS. PERFORM EXCAVATION AND FOUNDATION WORK IN CONFORMANCE WITH THE REOUIREMENTS OF THE SOILS REPORTS. ALL DIMENSIONS ARE TO THE FACE OF OF STUD, FACE OF CONCRETE, OR FACE OR FiiAMING UNLESS NOTES OTHERWISE. COMPLV WITH CERTIFICATION REOUIREMENTS OF THE CALIFORNIA ENERGY COMMISION FOR MECHANICAL E�UIPMENT, PWMBING TRIM AND FITTINGS, WATER HEATERS, FURNACES, AND APPLIANCES. INSTALL ALL MATERIALS, E�UIPMENT, FIXTURES, AND APPLIANCES IN CONFORMANCE WITH THE RE�UIREMENTS AND RECOMMENDATIONS OF THE MANUFACTURER AND THE REQUIREMENTS OF ALL APPLICABLE CODES. ALL SITE-CONSTRUCTED DOORS, SKYLIGHTS, AND WINDOWS, INCLUDING BUT NOT LIMITED TO FIELD MANUFACTURED DOORS, SKYLIGHTS, AND WINDOWS SHALL BE CAULKED BETWEEN THE DOOR, SKYLIGHTS, OR WINDOW AND THE BUILDING, AND SHALL BE WEATHER-STRIPPED. ALL WOOD, INCLUDING POSTS WITHIN 6" OF GROUND TO BE PRESSURE TREATED, FOR SILL PLATES. SLEEPERS OR BLOCKING IN CONTACT WITH CONCRETED OR MASONRY FOUNDATIONS PER C.B.C. 2306.4 VERIFY EXACT LOCATION OF PWMBING AND PIPING WITH THE PLUMBING SUBCONTRACTOR. BRING ANY INCONSISTENCIES TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING WITH THE WORK. VERIFY EXACT LOCATION OF MECHANICAL EOUIPMENT, DUCTS, GRILLES, REGISTERS, FWES, AND VENTS WITH THE MECHANICAL SUBCONTRACTOR. MECHANICAL, HVAC WORK TO BE DESIGN-BUILD AND UNDER SEPARATE PERMIT. ELECTRICAL WORK TO BE DESIGN-BUIILD AND UNDER SEPARATE PERMIT. PLUMING WORK TO BE DESIGN-BUILD AND UNDER SEPARATE PERMIT. THE CONTRACTOR SHALL PROVIDE THE BUILDING OWNER WITH THE LIST OF HEATING, COOLING, AND LIGHTING SYSTEMS FEATURES, MATERIALS, COMPONENTS AND DEVICES IN THE BUILDING AND INSTRUCTIONS ON HOW TO USE THEM. AFTER INSTALLING THE WALL AND CEILING INSULATION THE INSTALLER SHALL POST IN A CONSPICUOUS LOCATION IN THE BUILDING A CERTIFICATED SIGHED BY THE INSTALLER STATING THE INSTALIATION IS CONSISTENT WITH THE PLANS. THE CERTIFICATE SHALL ALSO STATE THE MANUFACTURER'S NAME, MATERIAL IDENTIFICATION , AND INSTALLED R-VALUE. THE CENTER OP RECEPTACLES/OUTLETS SHALLBE MOUNTED NOT LESS THAN 15" A.F.F, TYPICAL. LIGHT SWITCHES, ELECTRICAL OUTLETS, THERMOSTATS, AND OTHER ENVIRONMENTAL CONTROLS SHALL NOT BE LESS THAN 1 5" OR MORE THAN 48" A.F.F. STRUCTURAL OBSERVATION SHALL BE REQUIRED BY THE [X] ARCHITECT OR [X] ENGINEER FOR STRUCTURAL CONFORMANCE TO THE APPROVED PLANS. CONTRACTOR SHALL BE RESPONSBLE FOR FlLING/RECEIVING OF ALL RE�UIRED i PERMITS. DRAWING LEGEND: � EXISTING WALL TO REMAIN �_____� E%ISTING WALL T09E REMOVED � NEW WNLL � NEW CONCRETE WALL � 7 HR. RATED WALL �/� WALL WITH R13 INSULATION �'Y KEY NOTES i PROJECT DATA OWNER�CARMAN CHEUNG ADDRESS_ 2635 SUMM!7 ^RWE BURLINGAME, CALIFORNIA 94010 APN:3196 ZONING DISTRICT: R1 OCCUPANCY�R3 CONSTRUCTION TYPE� TYPE V NON-RATED SPRINKLERED: YES (UNDER SEPARATE PERMIT) LOT AREA_ 9.775 SQ. FT. SCOPE OF WORK: THREE STORY BUILDING ADDITION FLOOR AFEA: EXISTING PROPOSED 1ST FLOOR 765 S.F. (WITH GARAGE) 1,703 S.F (WITHOUT GARAGE) GARAGE 0 S.F. 441 S.F. 2ND FLOOR/COMMON AFEA 1,863 S.F TOTALS 2,568 S.F GOVERNING CODES CALIFORNIA BUILDING CODE-2013 EDITION CALIFORNIA RESIDENTIALCODE-2013 EDITION CALIFORNIA MECHANICAL CODE-2013 EDITION CALIFORNIA PWMBIhG GODE-2013 EDITION CALIFORNIA ELECTRiC!J CODE-2013 EDITION CAUFORNIA FIRE COn��-p0� 3 EDITION CALIFORNIA ENERGV EFFICIENCY STANDARDS-2013 EDITION 1,863 S.F. 4.027 S.F. WATER CONSERVATION REQUIREMENT ALL NON-COMPLIANT Pl UMBING FIXTURES TO BE REPLACED BY WATER-CONSERVING PLUMBING FIXTURES. 1. PROVIDE MAXIMUM 2.0 GALLONS PER MINUTE FOR SHOWER HEADS. 2. PROVIDE MAXIMUM 1.5 GALLONS PER MINUTE FOR LAVATORY FAUCETS. 3. PROVIDE MAXIMC:I i 23 GALLONS PET FLUSH FOR NEW TOILETS. CONSTRUCTION HOURS: WEEKDAYS� 7:00 A.M - 7:00 P.M. SATURDAYS: 9:00 A.M. - 6:00 P.M. SUNDAYS AND HOLIDAYS: '10:00 A.M. - 6:00 P.M. CONSTRl1CTI0N HOURS IN THE CITY PUBLIC RIGHT-OF-WAY ARE LIMITED TO WEEKDAYS AND NON-CITY HOLIDAY£ E� ?`:JEEN 8_00 A.M. AND 5�00 P.M. NOTES� ANY HIDDEN C�^.'C!?!nNS THAT RE�UIRE WORK TO BE PERFORMED BEYOND THE SCOPE OF THE BUILDING PERM!T ISSUED FOR THESE PLANS MAY REQUIRE FURTHER CITY APPROVALS INCLUDI REVIEW BY THE PLANNING COMMISSION. THE BUILDING OWNER, PROJECT DESIGNER, AND/OR CONTRACTOR MUST SUBMIT A REVISION TO THE CITY FOR ANY WORK NOT GRAPHICALLY ILWSTRAT ON THE JOB COPY OF THE PLANS PRIOR TO PERFORMING THE WORK. � �, sv _ ,,.- . ��`�v. . � �. . � �. �� . . ti .. �uaa.ewp .. ti�: , .. . � �. Y`,� . . � .. . .. �. :.z� VCN�TY MAP � ��'^; � �� vr ct N.T.S. SHEET INDEX A0.0 PROJECT DATA, DRAWING INDEX, DRAWING ABBREVIATIONS, SYMBOLS AND GENERAL NOTES ARCHITECTURAL A1 .0 SITE PLANS A1 .1 SITE PLANS A2.0 FLOOR PLANS A2.1 FLOOR PLANS A3.0 ELEVATIONS A3.1 ELEVATIONS A3.2 ELEVATIONS A3.3 ELEVATIONS A3.4 ELEVATIONS A4.0 SECTIONS A4.1 SECTIONS A4.2 SECTIONS L7.0 LANDSCAPING PLAN IR1 .0 IRRIGATION PLAN BMP1.0 BEST MANAGEMENT PRACTICES STRUCTURAL NOTES: 1. AT THE TIME OF BUILDING PERMIT APPLICATION, PLANS AND ENGINEERING WILL BE SUBMITTED FOR SHORING AS RE�UIRED BY 2013 CBC, CHAPTER 31 REGARDING THE PROTECTION OF ADJACENT PROPERTY AND AS REQUIRE BY OSHA. FOLLOWING WILL BE ADDRESSED: A. THE WALLS OF THE PROPOSED BASEMENT SHALL BE PROPERLY SHORED, PRIOR TO CONSTRUCTION ACTIVITY. THIS EXCAVATION MAY NEED TEMPORARY SHORING. A COMPETENT CONTRACTOR SHALL BE CONSULTED FOA RECOMMENDATIONS AND DESIGN Of SHORING SCHEME FOR THE EXCAVATION. THE RECOMMENDED DESIGN TYPE OF SHORING SHALL BE APPROVED BY ENGINEER OF RECORD OR SOILS ENGINEER PRIOR TO USAGE. B. ALL APPROPRIATE GUI�ELINES OF OSHA SHALL BE INCORPORATED INTO THE SHOflING DESIGN BY THE CONTRACTOR. WHERE SPACE PERMITS, TEMPORARY CONSTRUCTION SLOPES MAY BE UTILIZED IN LIEU OF SHORING. MAXIMUM ALLOWABLE VERTICAL CUT FOR THE SUBJECT PROJECT WILL BE FIVE FEET. BEYOND THAT HORIZONTAL BENCHES OF 5 FEET WIDE WILL BE RE�UIRED. TEMPORARY SHORES SHALL NOT EXCEED 1 TO 1(HORIZONTAL TO VERTICAL). IN SOME AREAS DUE TO HIGH MOISTURE CONTENT/ WATER TABLE,FLATTER SLOPES WILL BE RE�UIRED WHICH WILL BE RECOMMENDED BY THE SOILS ENGINEER IN THE FIELD. C. IF SHORING IS REQUIRE, SPECIFY ON THE PLANS THE LICENSED �ESIGN PROFESSIONAL THAT HAS SOLE RESPONSIBILITY TO �ESIGN AND PROVIDE ADEOUATE SHORING, BRACING, FRAME WORK, ETC. AS REQUIRED FOR THE PROTECTION OF LIFE AND PROPERTY DURING CONSTRUCTION OF THE BUILDING. D. SHORING AND BRACING SHALL REMAIN IN PLACE UNTIL FLOORS, ROOF, AND WALL SHEATHING HAVE BEEN ENTIRELY CONSTRUCTED. E. SHORING PLANS SHALL BE WET-STAMPED AND SIGNED BY THE ENGINEER-OF-RECORD AND SUBMITTED TO THE CITV FOR REVIEW PRIOR TO CONSTRUCTION. IF APPLICABLE, INCWDE SURCHARGE LOADS FROM ADJACENT STRUCTURES THAT ARE WITHIN THE ONE OF INFLUENCE(45 DEGREE WEDGE UP THE SLOPE FROM THE BASE OF THE RETAINING WALL) AND/OR DRIVEWAY SURCHARGE LOA�S. 2. OSHA PERMIT WILL BE OBTAWED FOR THE SHORING AT THE EXCAVATION IN THE BASEMENT PER CAUOSHA REQUIREMENTS. 3. A GRADING PERMIT, IF RE�UIRED, WILL BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS. INNOVATIVE CONSULTING `��A��`w� ENGINEER �„� �.� APPLICANT: CARMAN CHEUNG 2635 SUMMIT DRIVE BURLINGAME, CA 94010 415-987-8818 SHEEf TITLE: SITE PLAN PRQIECT ADORE55: 2635 SUMMI7 DRIVE BURLINGAME, CA 94010 APN: 027224080 r a 9 � �`� � � � �, ., {e K::> � SEP � ;� Z� y� �!TY �i= i?URL r�Gi�,ME 4iL.��'f �!�Ji�y!�Y�i L�Iy, NOTES BY � 0 � � � DATE O�J/Z%/ZO�S scn� AS NOTED DRANN J.C. '10B 150407 SHEET A0.0 OF SMEETS 0 8" LIQUID AMBER 74" LIQUID AMBER TO BE REMOVE TO BE REMOVE NO BAM600 TREE ALONG 1HE SOU7HERLY �ENCES. � (E) W00� FENCE __ __—__��_��___�___��i� �_.�s+-��-�--t}-_ (E) 8" LIpU10 . CONC. RETAINING WALL AMBER (TO BE � . , � REMOVE) O � -, ` ^ r _ � _ _ _ _ � '_ _ — — — _— — � (E) 24" LIQUID AMBER (TO BE � ! BLOCK RETAINING WALL / REMOVE) - GflAVELAPEA � O I / I t ' / ' / I , D� . / 1 1 • . .. / , . CONCREiE . (E) 12' TREE/ 1 - O � / �E� 6� i _ r MAGNOLIF� ` � I � f 1 � � �� .1 . � / % � l� Z � a� I I� � �•_g" E%T. / �N � E SE7 BA m J I j �� /a / � i � � � � � I (� " �zjN I � SE�Bq KSlpf j 1 �- � ' � ' - ` SUBJECT PROPERTY • `. ` � �1 ' ' -' « . � . _I".:,: ., � , � � 1 ' / � '1 / I: i I / / 1 , .� 1 .. . � ` / 1 / I ' �` / / 1 I . � �RNE WAY � . (E) 4' / / \JAPANESE � ` MAPLE / \ � / \ - . .. � -� � I \ � J � <� / t�\ . ' ` ` � � � ('� o /� � •s�� \ � I I RETE ROLL-TPE C11R8 k GIITTER A7ER METER 00X FIRE HYDRANT WA1ER VAL�f ^ c�eallour eox iREET SIGN POLE �� __�� . � � ` ., P.L 45.18'�--�' CATCH BASIN � ' < � � - 2 �1 SUMMIT DR 3� — SqNrtNtY SE`MCP �NE 55 —5S SS s��.�a. ss� ,mc � ss _ SANITqRY SEWER 55 MANHOLF (E)SITE PLAN� /ss �.� _ �._O�� N _�� /' i / / / I/ I/ �(E) FENCE � � �/ � CONC. RETAININC WALL DONTI SPOUT � (E) CONC. T�� EAVES N1LL NOT PFOJECT RETAINING WALL GUTTER TW. WITHIN 2 FEET ' � . � PROPER7Y LINE '�.ar�.m�.-,.... .. " , I _ _.�_I . _ — � � � i _ �- i t1J�� _ _ ' .. ' 1 r ___ — — _— _ _. _ _ _ _ � I I 1 1 . % - ' Y— GpHAGE � .: , - I . �.. I � . �.� 1. (IRNF WPY � . � "T, �- (PERMEABLE - .. .Y.i ,. ! j jPAVEMENT) '� / i ; �. ` � 7'-6',..EXT � ` .. . ' .: . / 5ET B� ( � i K:.• 1 ' "� ___ __-._____ ' FFPRYFR� � .. ' �.� T____ . , .. ^(CONCRETE. . � � • � j . S1CRaGE � . , PAVEMENT GONCREIE � 0.: � PAVEMENT'- i : .. I � f . i ;/! t C ��' � - � � �=a ,�,,, . � ��ll��z .�„ 1 /-, � � , � , � . � , .. . (N) BLOCK RETAINING WALL (N) FLAT STONE (N) BLOCH BOLUMN & MAIL BO% CONCRETE ROLL-T1PE CURB k WTTER WATER METER BOX �IRE HYDRANT WATER VALVE CLEANOUT BOX S7REET SIGN POLE CATCH BASIN � k � W 9 PERNE�IBLE' �` �PAVEMENT I'� � � :'�1 :. � , I � /. I � � I� � � \ ,- � SUBJECT PROPERTY :f, q � V 4 ;€-: � e' �D. :�� . PERAIEAwBL�E I � Y� PAVEMENT / . � � � / , f`. .� . , .• � `� � yT �� -f ��_� �� ;`\ b,.,,. �� l e ,,x ,� � A, ,�,� ' e . � _ ARTIFICIAL TURF ?y<� .29 - (NO WAiER USE) � ' J ' 'f/ . �- .`.' . .e, r�vl ` � _� ri�' �,: w Na' P'�• 45.tg'�- �., � - � . " +c+q.,d� ' . i . % ` ` W - C NO CRETE � '�1 SUMMIT D sr^ — �rtlftYu�R �NE � xI1l.RY SENFP LME 55 �55 � y� ` SANITARV SEWER � 5� � MANHOLE ( N) S I T E P L A N� / `'� Yb - � - � N u ::.� . /. � � / `_ c / � J� � �� /� 2�'-$' l._ J � a � l'z f�eq�SIOE I I �� L 1 I I / I / , / / / I I/ I � I __� /, i / ; � ... / — (E� BLOCK R AINING WALL I � �I �I — GUTIER TYP. — OOWN SPOUT �. I (N) BLOCK RETAINING WALL (E) fENCE ``� \ \ �\ ``� ``\ `\ . INNOVATIVE CONSULTING ��na,�r„ ENGINEER ��a'��„�`,�„w...,,� APPLICANT: CARMAN CHEUNG 2635 SUMMIT DRIVE BURLINGAME, CA 94010 415-987-8818 SHEET TRLE: SITE PLANS PROJEC7 ADDRE55: 2635 SUMMIT DRNE BURLINGAME, CA 94010 APN: 027224080 DATE OS/Z7/ZO1 S SCAIE AS NOTED ORANN J C �oa 150407 SHEET A1.0 OF SMEETS ' (E) CONC. RETAINING WALI (N) BLOCK REfAINING WALL (N) FLAT STONE (N) BLOCK BOLUMN & MAIL 80X CONCRETE ROLL-TWE CURB k GUTIER WATER METER BO% FIRE MYDRANT WF7ER VALVE CLEANOUT BOX srnEEr sicn aaE CATCH BASIN �``� � _ �_ � 1 ' . ' ... . . .. .... , . I i 1 I._ � � � l . � .. `1 � - I pRNE WAY (PERMEABLE ` j " iPAVEMENT) � '�'p�E_6�• TE�%T .. ..� 8�.... .. i ..I �' � '... .. � .. � '�-� 0 ., !i:,� ., 1 1 � �. Y 'il` ..-� � ,f � l I ;� �� / � �,�� .. ✓ , z .. , •� . � W �- . , .._,� PERMEABLE' � �PAVEMENT' � I I � � - SUBJECT PROPERTY �t 7 � > 1fi :�t �, �PERMEABLE �_ PAVEMENT i V , �� -> . . �` > � l "< � < > ; � � `�o � J C� � q . . , . , . , . . \r ARTIFIqAL TURF � �� rwn �, ?� � (no-wa�a use) � , ' . ��y� i � , � r'; -� �w �; �,J = ., � :'�.i2 t-� ' ' R � NO BAMB00 7REE AIONG THE SOU7HERLY FENCES. L OOWN SPOUT � T�� EAVES YALL N0T PROJECT GUTiER TYP. ,� WITHIN 2 fEET PROPERN LINE AG AGE — �3` — -- _-- � � '___ ____'_ ___ � ' flEARYAaD , .• .. � T . ' - �(CONCRETE � �iS ORAGE .. �' PAVEMENT CO[JCRETE _ � _PAVEMENT�� _ � � 19'-2' — ' � . i. , 2]•-5•• � V l / /�" ,� / 4 �� / �t .-�� _J ;YI �"' � �� .,„,_ �� GONCNEtE � � �,� SUM�T pR � /� yJ1it�.Pv�MEP UNE 5S � x l \/\ i.niiMv s[�w uNE 5S �55 SS , SANITARV $ENER SS 5 MANHOLE ( N) S I T E P L A N� i � M" _ �'—o" " f �. ; � � \ , '�� '�� \ I `� � �� `\ `� I `\ �\ _'_ __� `\ `� z � m � / `\ `� I \ / `` / — — — � I / I � � ; � / / I /(E�BLOCK R AINING WALL 32�_ 7. I 4 1 / �� I I II / / � I t { / I' I u�,, , �, � i >�i i � '' i ' % / cu�a tvP ADJ PROPERTY � DONN SPWT ' / / � TYP. / f� / i (N) BLOCK / ' NRETAINING WALL � � /^ 1 I J / / /a / / /' rz• e�Rr� � / BqCK OE I / i I (E) FENCE I / / / I / / / / I / / I /I I/ �' � / i i/ / ' � / � / ``\ `� /' ,� `\ ,%, \ � ♦\ / ' �\ `\ / � ,\ / ., INNOVATIVE CONSULTING ��•"� ENGINEER . � APPLICANT: CARMAN CHEUNG 2635 SUMMIT DRIVE BURLINGAME, CA 94010 415-987-8818 SHEEf TITLE SITE PLANS PROJECT A�ORE55: 2635 SUMMIT DRIVE BURLINGAME, CA 94010 APN: 027224080 NOTES I BY ❑� � - � —' I-, DATE 05/'z7/'ZD � 5 SCALE AS NOTED ORAVM J C �oe 150407 A1.1 OF SHEETS ' NOTES: t. ALL EXTERIOR BEARING WALLS LESS THAN FNE FEET FROM PROPERTY LME WILL BE BUILT OF ONE-HOUP FIRE-fiATED CONSTRUCTION. 2. WALLS AT DWELLING AN� THE GARAGE THAT ARE SEPARATED BY LESS THAN TNREE FEET ARE PROTECT ACCORDING TO 2013 CRC TABLE R302.6. 3. 1NNOVATIVE CONSULTING .�u�o ENGINEER ` a ai-;in� ��,ra,�aah�e��,<...,�� APPLICANT: CARMAN CHEUNG 2635 SUMMIT DRIVE BURLINGAME, CA 94010 415-987-8818 SHEET TRLE: FLOOR PLANS PROJECT ADDRE55: 2635 SUMMIT DRIVE BURLINGAME, CA 94010 APN: 027224080 EXISTING 1ST FLOOR PLAN � ��4�� _ ��-0� 2fi35 Sl1MMIT DR. NOTES BY � � � � � � o"TE 05/27/2015 SCALE AS NOTED DRAWN J.C. 10B 150407 SHEET A2.0 OF SHEETS ' � GARAGE PROPOSED GARAGE FLOOR PLAN � ��4 = � -�� 26355UMMIi �N. - INNOVATIVE CONSULTING �.,w+� ENGINEER � , � ,w� APPIICANT: CARMAN CHEUNG 2635 SUMMIT DRIVE BURLINGAME, CA 94010 415-987-8818 SHEEf TITLE: FLOOR PLANS PROJECT AD�RESS: 2635 SUMMIT DRIVE BURLINGAME, CA 94010 APN: 027224080 NOTES 0 � � � � BY onre 05/27/2015 scn�e AS NOTED DRAWN J C �oe 150407 SHEET A2.1 OF SMEETS ' ��4� _ � -0� 2635 S�MMIT DR. RODF �--------- »"z (EL. +24'-1") ~.� �-,; ; f � :�eC, ��_ r y ✓ ' SECOND FLOOR CFIt�T�4G� .� .> L4"��_ ______________ �------ (EL +17'-4") �� 1 i �; .� � . �� y.� �� s` � s �-4i�f A - t; �S� " � � x . \\ , ,� � � � � � � �.�`� ,��C '� 1 � � �� \\ SOIL SECOND FLOOR , . y <. ;. ; ------- --= — ` --- �----, -- ------ -------- ------------ - (EL. +9'-4') �� -- --- - - --- --------- � LME OF � FENCE FIRST FLOOR CEILING � � � � O 0 O �(EL +8._4,.� --- - ... 0 � � � �� o�o ❑� j�� O O O O ❑❑� Rernwwc WALL � _ ' — ' _ _ ' — _ _ FIRST FLOOR �(EL +0'-D") EXISTING FRONT ELEVATION (NORTH) � ��4� — �—�� 26355UMMITOR. ROOF �---,-- (EL. +24 —1 ") SECOND FLOOF �(EL +17'-4") �SECOND FL�OF (EL. +9'-4") FIRST FL�OR_CEILIN� ��. +s,=4.� -- ' �----- ---------------------------------- — FIRST FLOOR �(EL +0'-0") EXISTING REAR ELEVATION (SOUTH) � ��4 — �—� 26355UMMITOF. � ;,,.. INNOVATIVE CONSULTING w�o ENGINEER ,� ,. .,.,, APPLICANT: CARMAN CHEUNG 2635 SUMMIT DRIVE BURLINGAME, CA 94010 415-987-8818 SHEET TITLE: ELEVATIONS PROJECT ADORESS: 2635 SUMMIT DRIVE BURLINGAME, CA 94010 APN: 027224080 NOTES BY 0 � 0 � � � 05/27/2015 scn�e AS NOTED DRAWN J.C. JOB � SO4O% SHEET A3.0 OF SHEETS 1NNOVATIVE CONSULTING v.�o ENGINEER �, <<,m APPLICANT: CARMAN CHEUNG 2635 SUMMIT DRIVE BURLINGAME, CA 94010 415-987-8818 SHEET TITLE: ELEVATIONS PROJECT AODRESS: 2635 SUMMIT DRIVE BURLINGAME, CA 94010 APN: 027224080 ROOF �---,-- (EL. +24-1") SECOND FLO�F �(EL +77'-4") SECOND F�OOF �----, _ (EL. +9'-4') FIRST FL�OR �----- (EL +8 —4") FIRST FLOOR �� +o•—o') EXISTING SIDE ELEVATION (WEST) � � �4� - � -� 2fi35 SUMMIT DR. vG NOTES BY � � � � � � o^'E 05�27�2015 scn� AS NOTED oRnwt+ J.C. 108 150407 SHEET A3.1 OF SHEETS � FIRST FLO�RI �`-+°�-°••> EXISTING SIDE ELEVATION (EAST) � ��4� - � -�� 2635 SUMMIT �R. R�OF �--- ;--- (EL. +25'-1') SEC�ND FL�OR CEI! �(EL. +18'-0") SEC�N➢ FLOOR $--- ;--- (EL. +10'-0') FIRST FLD�R CEILI �(EL. +9'-0") �-- FIRST FLO�R ' �L +o'—o") INNOVATIVE CONSULTING �o,a�, ENGINEER � a �...,m APPLICANT: CARMAN CHEUNG 2635 SUMMIT DRIVE BURLINGAME, CA 94010 415-987-8818 SHEEf TITIE: ELEVATIONS PROJECT ADDRESS: 2635 SUMMIT DRIVE BURLINGAME, CA 94010 APN: 027224080 R�OF �(EL. +25'-1") SECOND FLOOF �----- (EL. +18'-0') EXTERI� SIDINC NP. SECOND FLO�F �----- (EL. +70'-0') FIRST FLOOR CEILI� �(EL. +9'-0") �_— FIRST FLO�R ' �� +o'—o") PROPOSED REAR ELEVATION (SOUTH) � ��4 — � —�� 2635 SUMMIT OR. NOTES BY 0 0 0 � � 0 °ATE O5/27/2015 scn�e AS NOTED °R""r J.C. J08 150407 SHEET A3.2 OF SHEETS EXTERIOR TRIM VV FINISH PROPOSED FRONT ELEVATION (NORTH) � i�a. = i._o. �635 SI/MMIT DR. $ROOF (E�+��----- ------ -- ---- ---------- �OURINE OF GARAGE IN FRONT SECOND FLODR CEILING -�-�- �� ---,- — ---- ---�- ----- --- --------- (EL. +18'-0') _____., _ ------------- �C�� ' YYYYYYYY�. �� I ��\� ��■ ' YYY�YYYYYYYYYYYYYYYYYYYYYYYYYY �' Y��ra��w�� Y ----YY YYYYYY� YYYYYYYYYYYYYYYYYYYYYYI YYYY ��\��/�� YYYYYYYYYYYYrYYYYYYYYYYYYYYYYYYYY '� �� r��w�� _ �YY � YYYYYYYYYYYYYG�YYYYYYYYYYYYYYYYI YYY� �np �� /� ' Y� Y ,ryy�YYY YYYYYYYYYYYYYYVYYYYYY�VYYYYYY YY` ��i��.��ii�ww�. �ma�� , � --� RETAINING � � �� 1 � , � WALL — � I \ � ��.�� _ ¢ ' soi� '� - -- - -� � �,_ � SECOND FLOOR �� " - - .... •'-�^ �� .—i ' - ----- -- �.— ' — _ _ _ _ _ — ' ' _ ' _ _ _ _ _ _ _ ' _ _ — ' _ _ _ _ _ _ — _ _ _ — _ _ _ _ _ ' . (EL. +10'-0") �' . , . ,.-,�� .., �,�- . .. - . i. �_,.' - .. . . .": ...___._... . - , . FIRST FLDOR CEILIN� `� � � � ,� � --� - '�-, .. _.._ , _ _ �(E�. +9,_0.� --- SOIL � _ � (� � L! �l l�t� (1- � (E) GRADE ' 1 i"4 1 ��i� �7�%1�� h�� ZA� LINE RETAINING '� '� ;� � .�p WALL - \ �.- � '` A� .. � Y / : �,_ � � :. �_ _ ' - ' - _ - _ _ _ - ' _ _ _ _ - _ _ ' _ ' _ ' _ _ - ' _ _ - _ _ _ _ EXTERIOR cE� +�' �> PROPOSED SIDE ELEVATION EAST W�2 PANELING FIRST FLOOR nr eNTRv �---„ i ) n ��4� - � —�� 2G35 SUMMIT OR. RDOF �(EL. +25.=�,.� ----------------------- SEC�ND FLOOR CEILING �(EL. +18.-0..) ------ \` EXTERIOR WOOD SIDING FINISH T1P. SECOND FL�OR �(EL. +10,=p.,� ------- � srucca — FlNISH FIRST FL�OR CEILIN� TYP' �(E�. +9._�,.—� — � ..__. OUTLINE OF J WOOD FENCE � FIRST FLOOR �� +o'-o") CLA55 B ASPHALT SHINCLES ROOFING _�� _ EXTERIOR WOOD � SIDING FINISH T1P. �srucco FINISH —_—' TMP'____— (OUTLINE OF (OUT�INE OF ENTRY � FENCE COLUMNS BEYOND) BEYOND) I I DETACHED CLA55 8 GARAGE ASPNALT SHINCLES EXTERIOR WOOD ROOFING SIDING FINISH ._......... . _._. ............. TYP. .',._ _...___.... .______. ._........ ___._. ____._ ___ .._... '':._ __ _ . . ........... . . ......._ �.. _._.... ... ...__.._. ...._.._._.... __.. __ _ _..... . ��I . .... . . ......._... ..... ........._. . ....._... ........ ......... __..__ ___ �. � . , . . ' . - .. . STUCCO _ — _ _ _ — _ — _ TRIM_ _ — _ — _ _ _ _ _ — _ _ _ _ ' _ _ _ _ _ ' _ _ _ T1P. PROPOSED SIDE ELEVATION (WEST� ��4 — � �� 26355UMMIT DR. RETAINING WALL — SOIL x ��: � � � ��m� INNOVATIVE CONSULTING .,�o ENGINEER ��,�'.�..�""" .�m APPLICANT: CARMAN CHEUNG 2635 SUMMIT DRIVE BURLINGAME, CA 94010 415-987-8818 SHEET TITLE: ELEVATIONS PROJECT ADDRESS: 2635 SUMMIT DRIVE BURLINGAME, CA 94010 APN: 027224080 NOTES BY � � � � � � o"'E 05�27/2015 scn�e AS NOTED ORAWN J C J0B 150407 SHEET A3.3 OF SHEETS EXTERII SIDING TYP. FROSTI GLA55 ON 2N EXTERIC SIDING TYP. Ex�i SIDIN TYP. �! ,� �v '� xrEaio. >IDING F f1P. n�•uf/ � � ��l / INNOVATIVE CONSULTING v,o�� ENGINEER `6��:� ..�� APPLICANT: CARMAN CHEUNG 2635 SUMMIT DRIVE BURLINGAME, CA 94010 415-987-8818 SHEET TITLE: ELEVATIONS PROJECT ADDRE55: 2635 SUMMIT DRIVE BURLINGAME, CA 94010 APN: 027224080 NOTES BY � � � � � � �ATE O�J�Z7�ZO�S SCALE AS NOTED DRAWN J.0 J08 150407 SHEET A3.3 OF SHEETS GARAGE SIDE ELEVATION � ��4 - � -4 2635 SUMMIT DR. � �8 � GARAGE FRONT ELEVATION � 1�4" = 1�-0�� 2fi35SUMMITDR. GARAGE REAR ELEVATION � 1�4" = 1�-0" 26355UMMITUR. GARAGE SIDE ELEVATION � 1�4" = 1�-0" 26355UMMIfUR. ROOF �--- ; --- -- (EL. +24'-1') SECOND FLO�R CEILING $(EL +17'_4'•) ---- SECOND FL�OR �---,------ (EL. +9'-4') r I FIRST FLOOR_CEILINJ �L. +8._4..� —_ �---- FIRST FLOOR ' �(EL +0'-0") � � INNOVATIVE CONSULTING .�+��o ENGINEER�� ,�R w..�� APPLICANT: CARMAN CHEUNG 2635 SUMMIT DRNE BURLINGAME, CA 94010 415-987-8818 SHEET TITLE: SECTIONS PROJECT ADDRESS: 2635 SUMMIT DRIVE BURLINGAME, CA 94010 APN: 027224080 EXISTING LONGITUDINAL SECTION � ��4� - � —�� 2635 SUMMIT OR. ROOF �----------- (EL. +24'-1') SECOND FLOOR CEILING �----,------- (EL. +17'-4') RETAINI WALL SOIL — SECOND FLO�R $(EL +9�_4�.� _—_—'—. �_— FIRST FLO�R CEILING � �(EL +8•-4"� --- � FIRST FLOOR ' �L +0'-0") NOTES BY � 0 � � � � DATE OS/Z7/ZD15 sca�e AS NOTED DRAWN J C. �oa 150407 SHEET A4.0 OF SHEETS (E) �ATITUDINAL SECTION � ��4� — � —� 2635 SUMMIT DR. ROOF �(EL +25.-1..) -----' SEC�ND FL�OR CEILING �(EL +18.-0,.) -----' SECOND FLOOR 4 (EL. +10._�..) ----- � FIRST FLDOR CEILI� �(EL. +9'-0") �--- FIRST FL�OR �(EL +0'-0") � INNOVATIVE CONSULTING .,a� is��i-;i� m ENGINEER��„a�nn�ra��..�m APPLICANT: CARMAN CHEUNG 2635 SUMMIT DRIVE BURLINGAME, CA 94010 415-987-8818 SHEEf TRLE: SECTIONS PROJEC7 AODRESS: 2635 SUMMIT DRIVE BURLINGAME, CA 94010 APN: 027224080 ROOF �(EL +25'-1") ----------------------------------------- OUTIINE OF GARAGE IN � FRONT SECOND FLOOR CEILING / �----------_.-------- ------------ — (EL +18'_0•) .. -..... RETAINING � WALL MASTER BAIH HFLL SECOND FL�OR �(El. +10'-0-� --- --- -------- .. . .. FIRST FLOOR CEILI� ° �EL. +9._�..� --- o ... .... �--------- -- -------- FIRST FLOOR I �(EL +0'-0.,) NOTES BY 0 0 � 0 0 � °ATE 05/27/2015 scn�e AS NOTED DRAWN J C J08 150407 SHEET A4.1 OF SMEETS (N)�ONGITUDINAL SECTION � ��4• — �—� 2635SUMMITDR. LATITUDINAL SECTION � ��4� _ ��—o�� zsassurnMiro�a. ROOF -------------------- �------ ---- --------- ----- ---------------------- (E�. +25'-7') � . . - OUTLINE OF GARAGE IN ' � � - � FRONT SECOND FLOOR CEILING _ ' �— ---------_-------- ---- — ------ — ---- (EL. +78•—��) ___ __. . . . . . .. RETAINING � � . � � � O � � . WALL ^�� p � y y S R DROOM , � � �o',o� � �� .. .. SECOND FLOOR ______________ _ _�_ _ _ _____ �---,----- ---- (EL. +10'-0') ---- ---- , FIRST FL�OR CEILI� � �� --� . _ . � � - � � o _. �EL. +9._�..� --- o .. .. . _ .. ... ., - . ,a KITCHEN -' ` . � �� , � � .......... � •�� .. : . . a �_—'—___—_—___—_—____'_'__— . FIRST FL�OR �(EL +0'-0") C� - . .. 1 l.i� . . - � .... .H� ; `fi ......,� ..-:-:: .___. .. � �� (E) CRADE LINE LATITUDINAL SECTION � ��4 — � —4� 2635 SUMMIT OR. ,.� . � �,. INNOVATIVE CONSULTING 4�0�0 ENGINEER ;°�.:'�;��.;�,,,...,�, APPLICAM: CARMAN CHEUNG 2635 SUMMIT DRIVE BURLWGAME, CA 94010 415-987-8818 SHEET TITLE: SECTIONS PROJECT ADDRESS: 2635 SUMMIT DRIVE BURLINGAME, CA 94010 APN: 027224080 NOTES BY � � � � � � o"TE 05/27/2015 scn� AS NOTED oRnvm J.C. '10B 150407 SMEET A4.2 OF SHEETS 0 (E) CONC. RETAINING WAIL LARGE CANOPY sPecies vnni SINGLE STEM (N) JAPANESE MAPLE TREE (E) 6" MAGNOLIA (N) BLOCK RETAINING WALL (N) FLAT STONE (N) JAPANESE MAPLE 1REE (N) COCOA BROYM MULCH • � �i ... � �. . g_ � _ .. I .. B _�.._ � . ..._... 1 ... _ .... ._.... I ._...._' . . 1._ .. .. _. .., 1 ...1 r �. ... ... t � i ... ._ _ — � . ��:.... DRNE WAV. . ..... B B j.-... I (PERMEABLE ... ... ... ' �PAVEMENT) ..� B ' ._' � 1 7 _6 EXT. . ... � E SE1 BP I B ' B B � i. ' B l �A , C i•A �1",Y. .'�A I B-.,r ;�� g <. � � / f ,�'�r. / 3� , �. �. � . _� � PERMEABLEI 1 PAVEMENT' U m �,— ¢ , •. � — — — — — _ � '" �� ... GARA E . — .: —� — — —" — — — � _ _ / � '.. � REAR VARD` • . ` / _ � � '(CONCRETE, _ ` / . .. � STORAGE . PAVEMENT)�- " ., . ., ._ ' , . . .. .. / SUBJECT PROPERTY zeas suuwrt on., ----� i / i / 1 / / /, / �I /, � (E) BLOCK � RETAINING WALL — (E) 12" TREE / � I i �� r / / � [i / rn (N) BLOCK !(p RETAINING WALL I �- 1 �- BIIPLINORME,CA80010 / /� ---}�� . APN�02]-224-OBO � ;:'� 1� / ��a � �,�a �i / , I'�' � � � I O1� : / �z• �N 7 � J' •. _. Sf�FBq KS,D f,I � g n. jB .~�:;�� • J � �I �' (E) FENCE z �.,d� .1 > /� � 6 � / ' m � �t� > � � �.�' . ;�'y ` t \,1 � � ,� v " ,� PERMEABLE I / - � ;.� y �, � � � PAVEMENT / � B '..� . _ ��.,, � < �> > < : 1 � � I , [j� p0 7� � „ � � „ � _ �� / � (E) 4" JAPANESE � MAPLE .�� `��`�� Q , � �l � °�?•� A+ . . . . . . . . m / : A`� . . . . . . . . '. e' � �`. � LL � �+ARTIFlCIAL TURF � � � � • � � � � ' '(NO-WATER USE) ' ' ' ` N I �� - --------------- � ;/ a. .......,. � '� �• g B g �� N P.L. 4'�-_ �� .^�&. � �~„Q (N) FLAT STONE �r o�,� y .,�'!:�ffi. ;„a0�.:., �, .. " .. `\� /a`� : A'�i � . - . • .�CONCRETE � � .SUM� �ANDSCAPE P�AN �} 7�� _ � �-o° N PLANT LIST 1NNOVATIVE CONSULTING `�� ENGINEER � APPLICANT: CARMAN CHEUNG 2635 SUMMIT DRIVE BURLINGAME, CA 94010 415-987-8818 SHEET TITLE: LANDSCAPING PROJECT ADDRE55: 2635 SUMMIT DRIVE BURLINGAME, CA 94010 APN: 027224080 NOTES BY 0 � 0 � 0 � °ATE 05/27/2015 scn�E AS NOTED ORAKN J C JOB 1 cJ0407 SHEET L1.0 OF SHEETS * PLANT TYPE: S (SHRUB);T (TREE);V (VINE);GC (GROUNDCOVER);P (PERENNIAL);AND BI (BIENNIAL) . , -��_ _ � -� _ -- ,:: , ` ` __ � I i- � _ ., � 'i I: � — -�� oaivewnv.. � • �(PERMEABLE� , ...'PAVEMENTJ � EX7. . � 1 7�_6. .. . �'_ � ; E SEi BAC . .. . . ,F` �_y �_',; ) ; 1 � I � 1 , J� �� , �- � � � � '!. i� /: ��,. � � �.F% , , - _ . . ';_ � ,- � PER ABLE�} „ .� . � PAVE ENT , 1 _ �._((. �� .... f,� , !, .. �� rn' ` ' Ll� � .� C7 � m < m i� A , . . .. ., . . . . C � _ � ARTIFlCIAL TURF � - - vWi � ' (NO-WATER USE). , tl . . z 0 ��+-� � _ � , . . . -, . � l. -. .. . . . . . ^.�� '' . � -, c s'�'.> P.L. 4518�--`_ � � r �. �, ��_ � %`,. � - �.., � - N FET ..�> . < SUM� GARAGE � .. . ' . . . ' ' PEARVARD ' , � � � -(CONCRETE STORAGE � PAVEAIENT�� . � ' WATER SERVICE " � ,� , -� SUBJECT PROPERTY zeas suuuiT on., BIIPLING/1ME. CA 81010 RPN:Ot]-224-080 < m < � --- -- — — � // � �/ / � � - � / r ;>� '`- `/ r� [ , �� . ,.rt,� / � / ; � f� / ��O / /N �J / %a � � l�2 ,N I � _ � . SE�Qq KS/pE � � ' .� ,_"� , � Y , ' . ' ,: � '> � � . � < � > � � �� / % ,� � �PERMEABLE � / , � , PAVEMENT � � �,� , r ...�e. � / \ . � . � � � � � �� a �' ✓ � i RRIGATION PLAN �-} Ye = t -o " LEGENDS � DRIP IRRIGATION SYSTEM � PRESSURE GAUGE b END CAP INNOVATIVE CONSULTING " g�� ENGINEER �rd, � APPLICANT: CARMAN CHEUNG 2635 SUMMIT DRIVE BURLINGAME, CA 94010 415-987-8818 SHEEf TITLE: IRRIGATION PROJECT AD�RESS: 2635 SUMMIT DRIVE BURLINGAME, CA 94010 APN: 027224080 NOTES � 0 0 0 0 BY o^TE 05/27/2015 SCALE AS NOTED ORANN J.�+. �oe 150407 SHEET IR1.0 OF SMEETS ----� ; ;� / ; � i / / � / / /I i / SAN MATEO CQUNTYWIDE Water Pollution Prevention Program Clean Water. Healthy Community. Construction Best Management Practices (BMPs) Construction projects are required to implement the stormwater best management practices (BMP) on this page, as they apply to your project, all year long. ron-Iiazardous Materials ❑ Berm and cover stockpiles of sand, dirt or other construction mazerial with tarps when rain is forecast or if not actively being used within 14 days. ❑ Use (but don't overusz) reclaimed �vater for dust control. Hazardous Materials U Label al] hazardous materiels and hazxrdous wxs[es (such xs pesticides, paints, thinners, solvents, fuel, oil, and an[ifreeze) in accordance �vith city, county, state and federal regulations. ❑ Store hazazdous materials and wastes in water tight containers, store in appropriate secondary containment, and cover them at the end of every �vork day or dunng wet weather or when rain is forecast. ❑ Follow manufacturer's application insfructions for hazardous materials and be cazeful not to use more than necessary. Do not apply chcmicals outdoors K�hcn rain is forccast w•ithin 24 hours. ❑ Arrange for appropnate disposal of all hazardous wastes. VVaste Management ❑ Cover wastc disposal containers sccurety with tarps at the end of every work day and during wet weadier. ❑ Check wasie disposal cunlainers freyuenQy for leaks and lo make sure they are not overfilled. Vever hose down a dumpster on the conshuction site. ❑ Clean or replacz portable toilets, and inspect them frequently for leaks and spills. ❑ Disposc of all wastcs and dcbris properly. Rccycic matcrials and wastes that can be recycled (sucl� as asphalt, concrete, aggregate base materials, wood, gyp board, pipe, etc J ❑ Dispose of liquid residues hom paints, thinners, solvents, glues, and cleaning fluids as hazazdous waste. ConstracNon Entrances and Perimeter ❑ Esmblish and maimain effective perimeter controls and stabilize all construction entrances and exit to sufficiently control erosion and sediment discharges from site and �acking offsite. ❑ Sweep or vacuum any street tracking immediately and secure sediment source to prevent further tracking. Never hose do�am streets lo clean up tracking. Equipment Management & Spill Control s� �� a t� �� t � �� A'taintenance and Parking ❑ Designate an area, fitted with appropria[e BMPs, for vehicle and equipment parking and storage. ❑ Perfurm major maintenxnce, repxir jubs, and vehicle and equipmcnt washing offsite. ❑ If refi�eling or rehicle maintenance must be done onsite, work in a bermed area away from storm drains and over a drip pan or drop cloths big enough to collect fluids. Recycle or dispose of fluids as hazardous waste. ❑ lf vehicle or equipment cleaning must be done onsite, clean with wx�er only in a beaned area lhat will nol allow rinse water to run into gutters, streets, storm draii�s, or surface waters. ❑ Do not clean vehicle or equipment onsite using soaps, solvents, degreasers, or steam cleaning equipment. Spill Prevention and Control ❑ Keep spill cleanup materials (e.g., rags, absorbents and cat Iitter) avnilable at the construction site at all times. ❑ Inspect vehicles and equipment frequently for and repair leaks promptly. Use drip pans to catch leaks until rcpairs arc madc. ❑ Clean up spills or leaks immediately and dispose of cleanup materials properly. ❑ Do nut hose down surfxcex where lluids have spilled. Gse clry clexnup methoJs (absurbenl mxlerixls, cat liller. andior rags). ❑ Sweep up spilled dry mxter9als immediately. Du wl try to wash them away with water, or bury them. ❑ Clean up spills on dirt areas by digging up and propedy disposing of contaminated soil. ❑ Report significant spills immediarely. You aze required by law to rcport all significant rcicascs of hazardous materials, ii�cluding oiL To repoit a spill: 1) Dia1911 or your local emergency response number, 2) Call the Governar's Office of Emergency Services Waming Center, (800) 852-7550 (24 hours). Earthmoving �y � i . � r w" -----�.,�..� �g . - M �h' .� ,. , . .. • n �� ,r „��._.,�. �,. m..... - ' + _..,.�- _.: � if . `x'�. '. ❑ Schcdulc grading and excavation work during dry weather. ❑ Stabilize all denuded areas, install and maintain temporary erosion controls (such as erosion control fabric or bonded fiber matrix) until vegetation is established. ❑ Remove existing vegetation only when absolutety necessary,and seed orplant vegeW(ion for erosion conlrol un slopes or where construction is not immediately planned. ❑ Prevent sediment from mibmating offsite and protect storm drain inlets, gutters, ditches, and drninage courses by iastalling and mainlaining appropriale BI�9Ps, such as fiber rolls, silt fences, sediment basins, gra��el bags, berms, etc. ❑ Keep excavated soil on site and transfer it to dump hucics on site, not in the streets. Contaminated Soils ❑ If any of tlie followuig conditions arz observed, [est for contamination and contact thc Rcgional Watcr Quality Cnntrol Board: - Unusual soil conditions, discoloration, or odor. - Abandoned underground tanks. - Abandoned wells - Ruried barrels, debris, or trash. Paving/Asphalt Work ❑ Avoid pa��ing and seal coating in wet weather or when rain is forecast, to prevent materials that have not cured from conqcring stormwater tunoff. ❑ Cover storm drain inlets and manholes when applying seal coat, t�ck coat, slurry seal, fog seal, etc. ❑ Collect and recycle or appropriately dispose of excess abrasive gravel or sand. Do NOT sweep or wash it into gutters. ❑ Do not use water to wash down fresh asphalt concrete pavement. Sawcutting & AsphalUConcrete Removal ❑ Protect nearby storm drain inlets when saw cutting. Use 6lter fabric, catch basin inlct filtcrs, or gravcl bags to kccp slurry out of the storm drain system. ❑ Shovel, aUosorb; or vacuum saw-cut slurry and dispose of all waste as soon as you are finished in une location or at the end of each work day (whichever is sooner!). ❑ If saweu[ slutry enters a catcL basin, clean it up immediately. Concrete, Grout & Mortar Application ❑ S[ore concre[e, grout, and moitar away from storm drains or watcrways, and on pallets under cover to protec[ them from rain, runoff, and wind. ❑ Wash out concrete equipment'trucics offsite or in e desibmxted washuut area, where the water will floK� into a temporary waste pit, and in a manner that will prevent leaching into the underlying soil or onto surrounding areas. Lct concrc[c hardcn and dispogc of as garbage. ❑ When washing e�cposed aggregate, prevent washwater from entcring storm drains. Block any inlets and vacuum gutters, hose washwater onto dirt areas, or drain onto a bermed surtace to be pumped and disposed of properly. Landscaping �� ry -� -• ��,�'�� A� � . ��` ;, ❑ Protect stockpiled landscaping materials from wind azid rain by sioring �iem under tarps all yeaz-round. � Stack bagged material on pellets and under cover. � Discontinue application of any erodible landscapc matcrial within 2 days bcforc a forecast rain event or during wet weather. Painting & Paint Removal � �' �� ; � �,, ` ,"` ti.,�� ,.,,.e�_""�"�.� Painting Clcanup and Removal ❑ Never clean brushes or rinse paint wnrsiners into a street, gutter, storm dra�n, or screan,. ❑ 1-'or water-based paints, paint out brushes to tl�e extent possible, and rinse into a drain lhat goes lo the sanilary sewer. �Tever pour paint down a sronn drain. ❑ For oil-based patnts, pamt out brushes to the extenl possible and clean �v�lh Ihinner or solvent in a proper container. Filter and reuse thinne� und solvents. Dispose of excess liquids as hazardous waste. ❑ Paint chips and dust from non-hazordous dry stripping and sand blasting may be swept up or collecled in plaslic drop cloths and disposcd of as trash. ❑ Chcmical paint stripping residuc and chipx and dust from marine paints or paints containing lead, mercury, or tributyltin must be disposed of as hezendous waste. Lead based paint removal requires a state- certified contractor. Dewatering '� i { #�,�S � T � ; � �� ,�1'.ej� f ,�} "h� `�� ,-.�.J ❑ Discharges of groundwetzr or capturcd runofF from dewatering operarions must be properly managed and disposed. When possihle send dewatering discharge to landscaped area or sanitary sewer. If discharging to the sanitary sewer call your local wastewater treatrnent plant. ❑ Dived run-on water frum offsite awxy from atl disturbed azeas. ❑ When dewatering, nodfy and obtain approval from the loca] municipality before discharging water to a street gutter or storm dcain. Filtration or diversion through a basin, tank, or sediment trap may be required. ❑ In areas of known or suspected contaminadon, call your local agency to determine whether the o ound water must l�e testcA. Pumped groundwatcr may need to be collected and hauled off-site for lreaunenl and proper disposal. INNOVATIVE CONSULTING ,+�mo ENGINEER . �... APPLICANT: CARMAN CHEUNG 2635 SUMMIT DRIVE BURLINGAME, CA 94010 415-987-8818 SHEEf TRLE: BEST MANAGEMENT PRACTICES PROJECT ADDRESS: 2635 SUMMIT DRIVE BURLINGAME, CA 94010 APN: 027224080 °ATE 05/27/2015 scn�e AS NOTED ORAWN J.C. '10B 150407 SHEET BMP1.0 OF SMEETS Materials & Waste Management