HomeMy WebLinkAbout2723 Easton Drive - PlansMoore Residence Aciditio�s
2723 Easton Drive, Burlingame
March I, 20 I I
DRAWINGS LIST (DESIGN REVIEW SE�
�0.0 COVER AND SITE PLAN
SITE SURVEY (BY CHAPPELL SURVEYING SERVICES, FOR REFERENCE ONLI�
SITE PLAN AND EXISTING LANDSCAPE (BY MICHAEL CALLAN, FOR REF. ONLY)
A1.0 EXISTING BASEMENT FLOOR PLAN
A1.1 EXISTING FIRST FLOOR PLAN
A1.2 EXISTING SECOND FLOOR PLAN
A2.0 NEW BASEMENT FLOOR PLAN
A2.1 NEW FIRST FLOOR PLAN
A2.2 NEW SECOND FLOOR PLAN
A2.3 NEW LOFT LEVEL PLAN
A3.0 WEST ELEVATION (EXISTING AND PROPOSED)
A3.1 SOUTH ELEVATION (EXISTING AND PROPOSED)
A3.2 EAST ELEVATION (EXISTING AND PROPOSED)
A3.3 NORTH ELEVATION (EXISTING AND PROPOSED)
A3.4 NEW BUILDING SECTION
SCOPE OF WORK:
Enlarging existing two-storey residence into rear year, plus renovation o( kitchen and interior.
PROJECT INFORMATION
OWNER:
$andy and Mark Moore
2723 Easton Drive
Burlingame, CA 94010
ARCHITECTs
RICHARDSON ARCHITECTS
219 SHORELINE HIGHWAY
MILL VALLEY, CA 94941
(415) 380-0474
(415)380-0470 FAX
PkOJECT LOCATION: 2723 Easton Drive, Burlingame CA 94010
ASSESSOR'S PARCEL: 027-195-200
ZONING: R-I
CONSTRUCTION TYPE: V N
NUMBER OF UNITS� ONE (SINGLE FAMILY)
PARCEL INFORMATION:
LOT SIZE: I 1,260 SF
FAR 32% of lot plus I 100 s.f. 4703 SF
� v v v v v v v v v v v v v�
EXISTING FLOOR SF:
Garage: 495
First: 1741
Second: 1208
Total: 3444 s.f
PROPOSED ADDITIONAL SF:
First: 225
Second: 268
Loft: 215
Total: 708 s.(.
PROPOSED NEW TOTAL: 4152 S.F. (037 FAR)
PROPOSED LOT COVERAGE: 2913 S.E (26%)
��r����.......
� Genera! Notes
I. This projecc is based on the requiremenu from the following applicable codes, and regardless o( deuils shown on the dawings, all work
must comply wi[h them:
2010 California Building Code
2006 California Energy Efficiency Spndards
�� 2010 California Electrical Code
2010 Cali(ornia Plumbing Code, including all amendmen[s as adopted in Ordinance 1856-2010
2010 California Mechanical Code
Local Ordinances
2. All dimensions and exisdng co�ditions will be checked and verified by the contraaor be(ore proceeding with work. Should a condition arise
which is in conflict with the drawings, the General Convactor shail conract the owner or the owner's representative immediately.
3. Do not scale drawings. If in doubt of figured dimensions, ask the architect immediately. Abbreviations xhoughout the drawings are those in
l common use. The Architect will define incent i( there is any quescion.
> 4. All dimensions are face of framing on c�e of concrete unless otherwise noted. At (urred out walls over concrete dimension note is to face of
furring channels, unless ocherwise noted.
5. Construdlon Hourse Weekdays 7:OOam to 7:OOpm, Saturdays 9:OOam to 6:OOpm, Sundays and Holidays I O:OOam to 6:OOpm. (see City of
Burlingame Munincipal Code Section 13.04.100 tor derails)
� 6. Any hidden conditions that require work to be per(ormed beyond the scope of the building permit issued (or these plans may require further
City approvals including review by the Planning Commission.
7. A Gading Permit, if required, will be obtained from the Department of Public Works.
} 8. Rooms chat can be used for sleeping purposes must have at least one window or door that complies with egress requirements (size and
l
` bca[ion as specified on the following drewings).
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89 MAPS 21-22
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LEGEND:
- - - - BOUNDARY LINE
O FOUND MONUMENT
AC ASPHALT
AD AREA DRAIN
AR ACCESSIBILITY RAMP
BC BUILDING CORNER (LOCATED SIDWG)
BP BOLLARD POLE
BRK BRICK
CB CATCH BASIN
C CONCRETE
CO CLEAN OUT
OW DRIVEWAY
FC FOUNDATION CORNER
FNC FENCE
FL FLOW UNE
FF FINISH FLOOR
GB GRADE BREAK
GND GROUND
GR GAS RISER
GW GUY WIRE
HYD FIRE HYDRANT
ICV IRRIGATION CONTROL VALVE
INV INVERT ELEVATION
IP IRON PIPE
JP JOINT POLE
LT LIGHT
LNM LAWN
MS SURVEY CONTRO�: MAG NAIL AND SHINER
MH UTILIT7 MANHOLE
OH OVER HEAD LWES
PBMH PAC BELI MAN HOLE
RCP ROLLED CONCRETE PIPE
RIM MANHOLE RIM ELEVATION
RSR RISER
RW REDWOOD TREE
SB TRAFFIC SIGNAL BOX
SD STORM DRAIN
SDMH STORM DRAIN MAN HOLE
SS SANITARY SEWER
SSCO SANITARV SEN�R CLEAN OUT
SW SIDEWALK
T TREE (SPECIES NOT IDENTIFIED)
TFC TOP FACE OF CURB
TS 7F2AFFIC SIGNAL
UB UTILITY BOX
VCP �A7i21FIED CLAY PIPE
`�'M WATER METER
H'V WATER VALVE
XFMR TRANSFORMER
- OH OVERHEAD UTILITY LINES
G GAS LINE
� W000 FENCE
� SURVEY CONTROL POWT
� CONCRETE
� BRICK
BENCH MARK:
FINISH FLOOR AT HOUSE ENTRANCE
ELEVATION = 124.87 FEET (ASSUMED �ATUM)
BASIS OF BEARINGS:
THE BEARING NORTH 26'S0' WEST BEING THE BEARINC OF THE MONUMENTED WESTERLY
IJNE SHONTI HEREON AS SAID MONUMENTS AN� SAID LINE ARE SHOWN ON hIE RECORD
OF St1RVEY NUMBER 7861, SAN MATEO COUNTY RECORDS.
UTILITY NOTE:
THE UTILITIES SHOWN ON THIS PLAN ARE �ERIVED FROM SURFACE OBSERVATION AND ARE
APPROXIMAiE ONLY. ACTUAL LOCATION ANO SIZE, TOGEiHER W7TH THE PRESENCE OF ANY
ADDITIONAL UTILITY UNES NOT SHOWN ON THIS PLAN, SHALI BE VERIFIED IN THE FIEL� BY
THE CONTRACTOF DURING CONSTRUCTION.
COPYRIGHT NOTE:
COPIRIGHiQc CHAPPELL SURVEYING SERVICES ALL RIGHTS RESERVED. NO PART OF THIS
�RAWING MAY BE REPRODUCED BY PHOTOCOPYING, RECOR�ING OR BY ANY OTHER
MEANS, OR STORED, PROCESSED OR TRANSMITTED IN OR BY ANY COMPUTER OR OTHER
SYSTEMS WITHOUT THE PRIOR WRITTEN PERMISSION OF CHAPPELL SURVEVING SERVICES.
COPIES OF THIS DRAWING WITHOUT AN ORIGINAL SIGNANRE AND STAMP ARE NOT VALID.
TITLE NOTE:
NO ABSTRACT OF TiTLE, NOR TITLE COMMITMENT, OR RESULTS OF A TIT�E SEARCH WERE
FURNISHE� TO CHAPPELL SURVEYING SERVICES. THERE MAV EXIST DOCUMENTS OF
RECORD THAT MAY AFFECT THIS SURVEYED PARCEL.
SURVEYOR S STATEMENT
THIS IAAP WAS PREPARED BY ME OR UNDER MY DIRECTION.
BRETT J. CHAPPELL � � � �, � �
PROFESSIONAL LANO SURVEYOR �'
LICENSE NUMBER 7547 � � �a M�V � S �f �1 �
EXPIRATION DATE: OECEMBER 31, 2009
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TREES RESIDENCE STEPS ! � '� ��
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�TEPS AREA
GARAGE
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IGROUNDCOVERS
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GENERAL NOTFS
I. CONTRAQOR StlALL VERIFY ON SITE ALL GRADES, PROPERIY LINfS, EASEMEMS, SETBACKS, UTILITIES, SITE IMPROVEMENTS, WATERPROOFING AN�
UNDERGROUND PIPING BEFORf CONSTRUCTION BEGINS. ALL �ISCREPANCIES OR PRO6IEMATIC 51TE CON�ITIONS ShALL BE 6ROUGh1T TO THE ATfEMION OF
ThtE lANDSCAPE ARCIIREC�.
2 FlNISnED GRADES SI1ALL PROVIDE POSITIVE DRAINAGE AWAY FROM STRUQURES AND 511ALL BE PROPERLY INSTALIED TO PREVENT ANY STANDING WATER.
CONCRETfhIARDSCAPE SHAIl tlAVE A MINIMUM GRADE OF 2% UNLF55 NOTED OTtlERWISE.
3. JUTE MESF1 ER051ON LOMROL NEiTING ShIALL 6E U5ED ON ALL 3:I OR GREATERSLOPES. STPFE NE'lTIN6 APPROPRIATELY AND PlANT SPELIFIED
GROUN�COVER.
4. CONTRAQOR SItALL 08TAIN ALL PERMITS NECESSARY TO LOMPLfTE PROPOSE� WORK AS PER LRV/fOWN REOUIRfMEMS.
5. CONTRACiOR SnALL PROVIDE PRO7EClION FOR EXISTING TRfES BY W5TA11NG TEMPORARY FENLING AT Th1E DRIPLME AROUND Tt1E TREES. W LHE EVEM
TnAT TREE ROOTS OVER 6' ARE OISCOVERPD, TIfE lANDSCAPE ARCI7ITEC� 5110ULD 0E CONTAC�ED.
6. RfFER TO ARCnITECfURAL AND ENGINEERING DRAN9NG5 FOR ANY CALCUlATI0N5, DETAILS AND SPECIPICATIONS REGAROING BUILDING STRUCTURE,
FDUNDATIONS AND GRAOING, SOILS, GA5 AN� ELEC�RILAL.
7. i11E CONTRAGTOR 15 RESPONSIBLE FOR COMPLIANLE WiiH SOILS REPORT, POOL PlANS AND GRA�ING AND DBAINAGE REQUIREMEMS PER CIVIL ENGINEER.
8. Ttl15 PIAN IS NOT A SURVEY OR CONSTRULTION DOCUMENT. IT IS PROVIDED FOR CONCEPNAI PURPOSES AND Sh10ULD 6E USED FOR PUNNING
PURPOSES,
9. lANDSLAPE ARCBITEQ MAY MAKE 511E OBSERVATIONS DURING CONSTRUQION BUT 517ALL NOT BE UTILIZED TO SUPERVISE CONSTKUCTION ONSITE.
10. 1Y1E IANDSCAPE ARCnITEGT AND ENGINEER ASSUMES NO uABILItt FOR �ISCREPANCIES BERNEEN THE PIANS AND ACNAL FIELD LONDIilONS.
COMRACfOR SFIALL VERIFV E%ISTING CONDITIONS.
I I. WORC WITHIN T11E RIGIIT OF WAY IS SUBJEC� TO INSPECTION AND APPROVAL BYTIfE Cltt. OBTNN ENCROACh1MEN7 PERMI7 FROM PUBLIC WORKS
OEPARTMEM PRIOR TO WORK'MTIN TYIE WGtlT OF WAY. T1115 WOR1C MAY MCWDE WJDSCAPING W TnE RIGt7T OF WAY, NEW CURB DRAINS. AND PARIJNG
STRIP.
Pw�riN� noTes
I. ALL PIANTING AREAS W1TR A SLOPE OF LE55 MAN I 6%, SI1ALL BE CULTIVATED AND ROTOTILLED TO A DEP�N OF SIR (6) WLtlES WITtl FIVE (5) CUBIC
YARDS OF SOIL MI% PER 1000 SQUARE FEEf.
2. SOIL AMENOMENTS SRALL BE FRfE OF DEBRIS SUCI10.5 LITfER, BROREN CIAY POTS, AND O7tlER FORfIGN MATERIAL. ROLKS UkGER TtlAN ONE INCtl
DIAMEfER WILL NOT 6E PERMI1TE�. SOIL AMENDMENTS St7ALL 11AVE TRE FOLLOWING CONiENT: 501� MI% EOUALIN6 70% REDWOOD NITRIFIED COMPOST,
30% SANOY LOAM.
3. PUM IIOLES 511ALL 6E 00116LE TtlE 5¢E OF TFIE CONTAINER (GENERALLp. TtlE WALLS AND Bl5E5 OF PIANT t101ES SI1ALL 6E SCARIFIED. HOLES 511ALL
BE BACKFILLED WITH A MU(lURE OF IMPORTED SOILTO EXISTING SOIL AT A RATIO OF BO/20.
4. SOIL BERMS 511ALL 6E FO.eMFO MOUND ALL PIANTS I GALLON SIZE AND IARGER. Bl51N5 SFIALL BE MIILCtlED WITR A 2' IAYER OF BARK LtlIPS. LI11P5
SRALL 6E A MINIMUM OF I U2" IN SIZE.
S. ALL PUWTS SFIALL 9E FERTIIJZED. FERTNZfR SYIAll BE COMMERCIALLY AVNIABLE ME, AGRIFORM (OR EQUIVP1fNq. APPl1CATION SFIALL BE ACLORDING
TO MANUFAQURERS MSTRUC�IONS.
6. RESIDUAL WEED PRE-EMERGENT St7All 6E APPIIE� BY TtlE CONTRAQOR. THE ME AND BRANO CtlOSEN BYTt7E CONTRAL70R SYIALL 6E APPROVED BY
Tt1E lANDSCAPE ABCFIITEQ APPIILAT10N SHPiL 6� ACCORDING TO MANUFAQURERS INSTRUQIONS.
7. TRfES SIIALL BE STAKED WITII7N'0 PRf55URE TREATED 2" �IA. POLES. TREE TRUNI. St1ALL BE 5ECURf� N1TR TWO RUBBER TIES OR STRAPS FORMING A
FIGURE-EIGnT BER4EEN iRUNK AND STAKf.
8. ALL PIANTING AREAS StlALL BE COVERED WITR A IAVER OF BARK MULCt1, MINIMUM TYIICKNE55 OF 2 INCIIES, AND CRIP SRE OF NO lESS TI1AN ONE INC11.
9. IANM iYPE SnALL BE �WARF FFSCUF/KYE BIfND, 90/10. NLL TURF ARfAS SFiALL BE FER7IUZED AT TIME 0° INSTALlATION
10. tANDSCAPE CONTRAC�OR SHALL VERIfV PtANT AND 50D QUANTI7IE$ PRIDR TO SU6MITfING BID FOR WORK. DOrUMENTATION OF PlANTS lf�e`'TALLE�AT
Tt1E JOBSITE IS RE�UIRED, WITt1 A IiTTER PROVIDE� TO ThIE OWNER STATING FINAL �UAMITIES '` ���, �` �` y. �� ��� �
ti <
I I. IAN�SCAPE ARCRITfG7 CANNOT GUARqNTEE PIANT MATERIAL AS �EER RESISTAM �UE i0 Ct1 ��GING tlq6fT5 0� F� �a �j � C„u.r ��
t7AP.�5CAPE NOTES
I. CONCRETE PAVING StlALL BE q" TtlILK WfTR k4 RfBAR AT I b" O.C. COLOR: - � I, R ^ ll 2 r� I
�RIVEWAY SItALL BE: UNfT PAVEftS ttPE� DUARRY STONE PATfERN: OID TONM COIOR: TAN / 6REY
5TONE SHAI.L BE: - LOLOR: -
2. STEE� REINFORCEMEM SYIALL ef TIED AND SET CEMERED IN TtlE THICKNE55 SPEQFIED 6Y SOILS EN�NFFR. J r, � �. �J I:, � I, � r...' ,', ;•_
� :_.!��.�.a, . �
3. ROUGII C,RA�ING AND FlNAL GRADING SnALL BE ?ERFO�CNED BY TItE IANDSCAPE CO��TRAC?OR. 7nE 5(NL SnAH. BE:6RA��.�tlG� 7FN�FT �l9pf AWAY
FROMTFIEBUILDINGFOUN�ATIONS. 1_.�.J`J-f 5..� I'J�Itil.a �
4. LONiRA�OR 5!7ALL VEPoFYALL PROPERtt LINES AD!ACEM TO TtlE AREA OF WORK. NO ENCROACYMEM SHA1L BE PERMITfED ON ADJACENT ANDS
UNLF55 WPJTTEN PERN15510A IS OBTAMED FROM T11E IAND ONMER OR CI�Y BUILDING �EPARTMENTS.
LAN DSCAPE PLAN
SCALE: 1/8" = 1'_0"
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1. Painted wood doublc glazed windows and n�im wi[h mullion patccrn [o in.�tdi existing
2. Painted shingles [o ma[ch ezisting
3. Painted wood trellis [o match e isting VVVYY�Y �v' ��/ V���✓-
4. Painred wood iafter tails and (a cia (ra(cer ails typically 2.5" x 6.5", projecting 2'0"�
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5. New painced wood sair from e''ng ec _���_�` ��J
6. New painted wood window and opening in existing external wall
7. Composite shingle roofing [o ma[ch existing with gu[ters to match existing
8. Painted double-glazed wood (rench doors and frame
0 5 10 IS 20FT
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219 Slioreline Hiyhway \ Mill Valley. Californ�ia 94941
tel. 415.380 0474 \ �ax 415.380.0470
www. rich ardsonarch itecis. com
s�ntus
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o°1e No. Oaie aevis�onsis�bm�ss�ons Document Disclaimer 8 Copyright
Q 7 April, 201 I Revisions as per pianning mmmencs Do not scale ihese drawings. All Dimensions to be checked on site.
All omissions and discrepancies are �o be reported to the archi�ect immediat?ly
These drewings are copyrightetl and insirumenis ot service oi Richardson
Architecis. Information on ihese drawings is to be used exclusively for ihe
intended projecL Fichardson Architecis assumes no responsibiliry for �he
information con�ained on ihese drewings when used and/or modifietl by olhers
Qc CopyrigM 2071, Richardson Architects
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Key to Externat Materlals:
L Palnted wood double glazed wlndows and trim wlth mullion pa[tern m macch ezis[ing
2. Painted shingles to match existing
��.�1���/1� 1�.��,n i�
3. Painted wood trellis to match exirting
4. Painted wood reher tails and (as�a (raher ails typically 2.5" x 6.5", projecting 2'0") J
5. New painted wood sair from exi � d ck �
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6. New painted wood window and opening in existing external wall
7. Composite shingle roofing to match exisung with gutters to match existing
8. Painted double-glazed wood french doors and (rame
0 5 10 I S 20 FT
126.6 (top of curb)
124.87 (first floor)
6cisting external flue removed
� 149_52 (t.o. ridge)
�— - - _ - - - - -_- - ------ ---------- — - ----- --- -- -
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_ _ _ _ _ _ 134.95 (second floor•) II
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126.6 ( ay. top of curb)
124.87 (first floor)
I I8.1 (ay. grade at side) ;
(New.roof and addition beyond)
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Key to External Materials:
I. Pain[ed wood double glazed windows and n�im wich mullion paacrn to matdi exiscing _
2. Painted shingles to match existing a _
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3. Painced wood trellis to match exis ing E a�ta
4. Painted wood aker tails and fasc (raher tails qpically 2.5" x 6.5", projecting 2'0") -' � aT=
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5. New painted wood sair from exis � de k � y E
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6. New painted wood window and opening in existing external wall - �
7. Composite shingle roofing [o match exis[ing wi[h gutters [o match existing '_
B. Painted double-glazed wood (rench doors and frame o E?
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