HomeMy WebLinkAbout2508 Valdivia Way - Plans�
GRADING and DEMO NOTES:
1. CGNTACT P�IELIC WORKS. FOR DfdAINAGE AND FINAL GRADE INSPCCTIOIJ,
WHICH INCLUDES DRAIN LINES AND ROOP DRAINSIDOWN SPOUTS.
2 ALL PUBLIC IMPROVEMENTS MUST BE COMPLETED PRIOR TO OCCUPANCY
3. CONTRACTOR IS RESPONSIbLE FOR DUST CONTROL AND INSURING THE ARFP
ADJACENT TO THE WORK IS LEfT IN A CLEAN CONDITION.
4, THE CONTRACTOR SHALL REVIEW STD. DETAIL 6�4 ON TREE PROTECTIGN
PRIOR TO ACCOMPLISHIN� ANY WORK OR REMOVING ANY TREES.
5. UTILIZE BEST MANAGEMENT PRACTICES (BMP'S). AS REOUIRED BY THE STATE
WATER RESOURCES CONTROL BOARD. FOR ANY ACTIVITY, WHICH DISTURBS
SOIL.
6. ALL NEW ELECTRICAL SERVICE (POWER. PHONE. AN� OR CABLE) SHALL BE
UNDERGROUND.
7. TO INITIATE RELEASE OP BONDS, CONTACT THE PUBLIC WORKS INSPECTOR
FOR PINAL WSPECTION.
8. ALL DOWNSPOUTS TO BE RELEASED TO THE GROUND SURFACE, DIRECTE�
AWAY FROM BUILDING FOUNDATIONS AND DIRECiED 70 LAN�SCAPE ARFAS.
9. PRIOR 70 BEGINNING ANY WORN WITHIN THE PUBLIC RIGHT OF WAY, THE
CONTRACTOR WILL BE RESPONSIBLE FOR PULLING AN ENCROACHMENT PERMiT
FROM THE PUBLIC WORKS DEPARTMENT.
10. PROVIDE MIN. 5% GRADE SLOPE AWAY FROM FOUNDATION POR A MIN.
DISTANCE OF 10 FEET MEASl1RE PERPENDICULAR TO THE FACE OF THE WALL.
WITH EXCEPTION.
a. IF &11L�ING SITE DOES NOT ALLOW 10 FEET OF SLOPE. INDICATE THE
INSTALLATION OF DRAINS OR SWALES TO ENSURE DRAINAGE AWAY FROM THE NE W 120 AMP SU�PANEL
STRUCTURE.
b. IMPERVIOUS SURFACES WITHIN 10 FEET OF 7HE BUILDING FOUNDATION CONNEGT 70 MAIN
SHALL 8E SLOPE� A MIN 2% AWAY PROM THE BUILDING. HOUSE ELECTRICAL
FnNE�
17. (EI DRAINAGE SHALL REMAW THROUGHOUT CONSTRUCTION.
TREE PROTECTION NOTES:
1 A PLOT PLAN SHALL BE PREPARED DESCRIBING THE RELATIONSHIP OF
PROPOSED GRADING AND UTILITY TRENCHING TO THE TREES DESIGNATED FOR
PRESERVATION. WNSTRUCTION AND GRADING SHOULD NOT SIGNIFICANTLY
RAISE OR LOWER THE GROUN� IEVEL BENEATH TREE DRIP LMES. IF THE
GROUND LEVEL IS PRGPOSED FOR MODIFICATION BENEATH THE DRIP I.WE. THE
ARCHITECT/ARBORIST SHALL ADDRESS AN� MITIGATE THE IMPACT TO THE
TREEfS�
2. ALL TREES TO BE PRESERVED ON THE PROPERTV AN� ALL TREES ADJACENT
70 THE PROPERTY SHALL BE PROTECTED AGAINST DAMAGE DURING
CONSTRUCTION OPERATIONS BY CONSTRUCTING A FOUR�FOOT�HIGH FENCE
AROUND THE DRIP LME. AND ARMOR AS NEEDED. THE EXTENT OP FENCING
AND ARMORING SHA�L BE DE7ERMINED BY THE LANDSCAPE ARCHITECT. THE
TREE PROTECTION SHALL BE PLACE� BEFORE ANV EXCAVATION OR GRADING
IS BEGUN AND SHALL BE MAMTAWED IN REPAIR FOR THE DURATION OF THE
CONSTRUCTION WORK.
3. NO CONSTRUCTION OPERATIONS SHALL BE CARRIED ON WITHIN THE DRIP
LINE AREA OF ANY TREE DESIGNATED TO BE $AVED EXCEPT AS IS AUTHORIZED
BY THE DIRECTOR OF COMMUNITY DEVELOPMENT.
4. IF THE TRENCHMG IS REQUIRED TO PENETRATE THE PROTECTION BARRIER
FOR THE TREE, THE SECTION OP TRENCH IN THE �RIP LME SHALL BE MAND DUG
50 AS TO PRECLUDE THE CUTTING OF ROOTS. PRIOR TO INITIATING ANY
TRENCHING WITHIN THE BARRIER APPROVAL BY STAFF WITH CONSULTATIUN OF
AN AR80RIST SHALI BE COMPLETED.
5. TREES WHICH REQUIRE ANY DEGREE OF FILL AROUND THE NATURAL GRADE
SNALL BE GUARDED BY RECOGNIZED STANDARDS OF TREE PROTECTION AND
DESIGN OF TREE WELLS.
6. THE AREA UNDER THE DRIP LINE OF THE TREE SHALL BE KEPT CLEAN. NO
CONSTRUCTION MATERIALS NOR CHEMICAI SOLVENTS SHALL BE STORED OR
DUMPED UNDER A TREE.
7. FIRES FOR ANY REASON SHALL NOT BE MADE WITHIN FIFN FEET OF ANY
TREE SELECTED TO REMAIN AND SHALL BE LIMITED IN SIZE AND KEPT UNDER
CONSTANTSURVEILLANCE.
B. THE GENERAL CONTRAf.TOR SHALL USE A TREE SERVICE UCENSEE, AS
DEFWED BY CAUFORNIA BUSWESS AND PROFESSIONAL CODE. TO PRUNE AND
CUT OFF THE BRANCHES THAT MUST BE REMOVED DURING THE LANDSCAPE
ARCHITECTIARBORIST WITH APPROVAL OF STAFF.
9. ANY DAMAGE TO EXISTING TREE CROWNS OR ROOT SYSTEMS SHALL BE
REPAIRED IMMEDIATELY BY AN APPROVE� TREE SURGEON.
10. NO STORAGE OP CONSTRUCTION MATERIALS OR PARKING SHALL BE
PERMITTED WITHIN THE DRIP LINE AREA OF ANY TREE DESIGNATED TO BE
SAVED
11 TREE PRO7ECTION REGULATIONS SHALL BE POSTED ON PROTECTIVE
FENCING AROUND TREES TO BE PROTECTED.
LEGEND:
— PROPERTY LINE
BLDG FOOT PRINT
GRAPHIC SCALE �. — �, .,
0 2 4 6 0 10 20 30
IE) HOlJSE ELECTRICAL PANEL
NO CHANGE
ROOF OVERHANG AT ZERO
PROPOSED HEATINGICOOLWG COMPRESSOR
AIR FORCED UNIT
6,. ..�_�--_.__
I I
NEW DETACHED
ADU UNIT LOCATION
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ADU TO GONNECT �
70 MAIN HOUSE WATER
LINE
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157.48 FEET
19'
';�;f�lf. !ivU.S'[ SEWf-11 LIN�
4^.AIN HOUSE WATER LW"t
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P190POSE GAS LME TO NEW
ADU � FROM PdHIN GAS MET,�
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1) NO PERMANENT STRUCTURE Q.E RETAINING WALLS, FENCES, MAILBOXES,
ETC) PROPOSED IN THE PUBLIC RIGHT-OF-WAY.
2) PROPOSED ADU ROOF NOT TO ENCROACH INTO THE PUBLIC UTILITY
EASEMENT.
1 PROPOSED SITE PLAN _ ADU LOCATION
SC i�8'='�C'
NEW SEWEA CLEAN OUT 2 FF-I: I
FROM ADU
ADU SEWER UNE TO GONNECT -i i��
� MAIN RE;IDFNCE SEWER LWF
_ �a
(EI HOUSE AC COMPRESSOR
UNIT� _IVO CHANGE l2i
u ���. �
EXISTING ONE STORY MAIN HOUSE
FOOT PRINT - NO CHANGE
144.88 FEET
��������� ATER 1ETFR
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(E) HOUSE GAS METER
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JAN G 1 202'i
: I"�1` OF BURLINC�� n�1E
-,-, .
NORTH
y
VALDIVIA WAY,
RESIDENCE
2508 VALUIVIA N'AY,
BURLINGAME. CA 94010
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PROPOSED
SITE PLAN
PROJELiIU:
PNiE: OCT 2G20
SCALE'.
pRAWN BY; FUTtIRE VIS10N IRAMIN Z1
SNEfl xUM9EP�.
A-S 1
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PROPOSEDADU
YANK-LESS WATER HEATER
26_ I�
4' 6" � 11 �_ �,��. _� � �. �,�
f7
�RIDG �I W I DW �RlW E --..
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PROPOSEDADU
WALI HF4TFR
PROPOSEDADU
GRenT ROOM WALL HEATER -
l'1
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4,.��„�3..5,. 3'-9"�\ GS'-4"�3.9..
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HOUSE NUMBER NOTES:
b EXISTING HOUSE NUMBER : APPROVED ADDRESS NUMBER
SHALL BE LEGIBLE AND PLACED IN A POSITION THAT IS VISIBLE FROM
7HE STREET OR ROAD FRONTING THE PROPERTY. THE CONTRASTING
ADDftESS NUMBERS SHALL BE ARABIC NUA48ERS OP, ALPHAEETICAL
LETTERS. EACH CHARACTERS SHALL BE NOT LESS THAN 4 INCHES IN
HEIGHT WITH A STROKE WIDTH Of NOT LESS THAN 0.5 INCH. (CRC
�,s,,
TYPICAL AT ALL LANDINGS:
AT EACH LANDING FOR EXTERIOR DOOR'. MINIMUM 36
INCH DEEP LANDING AND NOTE MORE THAN 1-314
INCHES LOWER THAN THRESHOLD FOR IN-SWINGING
DOORAND NOT MORE THAN 1 tl2" LOWER FOR OUT-
SWINGING DOOR. Wl2°o SLOPE
PROPOSED (DETACHED ADU) - FLOOR PLAN
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LEGEND:
SECTION A-A
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� VAULTED ROOM I
II PER STRUCTURAL PLAN i1
, WITHCLUSEUCELLFOAMINSULATIONBEM�FpNRAFTERS
I
GREAT%ROOM I
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i GLOS�E�ISTORAGE ,i �� I
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eET ROOM �
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3 PROPOSED (DETACHED ADU) - ROOF PLAN
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NEW CONSTRUCTION WALL GRAPHIC SCALE: .,..,.. _,.
1 HR FIRE RATED WALL o i 2� a 5 io is
�___�
2 PROPOSED (DETACHED ADU) - WINDOW & DOOR SCHEDULE
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SECTION A-A
A-A
VALDIVIA WAY,
RESIDENCE
2508 VALDNIA WAY.
BURLINGAME CA 94010
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PROPOSED
ADU PLAN
PROJECTI�:
UATE: OCT.I'12C
SGqLE
URAWNBY' FU'UnE\/ISION(RAMI�'.1
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HOUSE NUMBER NOTES:
1� EkISTUJG FIGU9E IJU�uIp�K . qppRt"ivEU AI:ipRE55 NUMFIER
SHALL BE L@GIB! f_' F!JC� PLACGB IN A FOSITIGN THAi iS '✓i;it3Lt
FROM THE 3TR�,�T QR R4AD FRONTING THF PROFERr;. 7HE
CGivTRASIiNG ADUkE55 NUM6ER5 5HALL BE ARABIC NUMBERS
OR ALPHABETICAL LETTERS. EACH CHARACTERS SHALL BE N07
LF65 THAPI 4 INCHE� IM HEIGHT WITH A 6TF�OK[ 6MIDTII OF IJOT
LESS THAN 0.5 INCH. (Cft8 516.1)
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TOP P�aTE f INuiH z�
NEW EXTERIOR STUCCO
TO MATCH WI EXISTING HOUSE
MATERIALAND COLOR
PER STUCCO NOTE
nou wu ae�cr;t
to� •.
TOP PLATE FINISH /a'�� �
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� PROPOSED (DETACHED ADU) - FRONT ELEVATION
"I'�_i I:ULL HEI �Hi
A: '
IOP PLATE FlNISH f�u �
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VALDIVIA WAY,
RESIDENCE
2508 VAIUIVIA WP.Y.
BURLINGAME, CA 94010
OETNCHEDADUROOF
METFlL ROOF A4FlTERIAL
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2 PROPOSED (DETACHED ADU) - REAR ELEVATION
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1. STUCCO 7l8" THICK IS TO BE APPLIED WITH A 3 COAT APPLICATION WHEN APPLIED
OVER CORROSION RESISTANT METAL LATH OR WIRE LATH PER CRC R703.62.
2. PROVIDE WEEP SCREED AT THE BOTiOM OF STUCCO WALLS AT A LOCATION A
MINIMUM OF 4" ABOVE EARTH OR 2" ABOVE PAVED AREAS PER CRC R703.6.2.1.
3. PROVIDE TWO LAYERS OF TYPE "D" UNDERLAYMENT AT STUCCO WALLS WHERE THE
STUCCO IS APPLIED OVER WOOD SHEATHING PER CRC R703.6.3.
4. NO EAVE VENTS ARE ALLOWED WHERE SHEAR TRANSFER IS RE�UIREO AT FRIEZE
BLOCK.
5. PROVIDE GALVANIZED STEEL METAL FLASHING AND COUNTER FLASHING AT ALL ROOF
TO WALL AND CHIMNEY INTERSECTIONS AS PER CBC 1503.2. ALSO PROVIDE STEPPED
FLASHING WHERE THE SLOPED ROOF ABUTS THE WALL.
6. PROVIDE HIGH RIBBED METAL l ATH ATALL HORIZONTAL STUCCO SURFACES.
7. WATER RESISTIVE BAR�.IER VAPOR PERMEABLE BARRIER WITH A PERFORMANCE AT
LEAST EQUIVALENT TO TWO LAYERS OF GRADE d PAPER." (2016 CRC R7037.3)
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HAR�WOODFLOORING `
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3 PROPOSED (DETACHED ADU) - RIGHT ELEVATION
4 PROPOSED(DETACHED ADU)-LEFT ELEVATION
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1. PER STUCCO N�TE ON LEFT
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CROSS SECTION AT TYP. EXTERIOR FOOTING
rvcr ro scni.r
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T(1P PLATE FINISH �n�. �
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PROPOSED
ADU ELEVATIONS
PROJECTID'.
onte- ocr.zom
SCALE' 1' =1
pRAWNBY_ Fl1iJREVI510N(RAMIAZi
A-02
owxcASH�P
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ClOSET/STORAGE �
WETROOM
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GREATROOM
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WP WP ,. .,
El7ERI0R LIGHTS
W�APMSIPCFOftA9TRONOMICAL EXTERIOR
TIME CLOCK GFCI W� BUBBLE COVER
610TION SENSOR UR PMOTO CELL
1 PROPOSED (DETACHED ADU) - ELECTRICAL PLAN
r ,e_r�.
REOUIRED LIGHTING NOTES.
Aj ALL LIGHTING TO BE HIGH EFFICACY (I.E. PIN BASED CFL�. PULSE -START �9H, HPS, GU24 SOCKETS OTHER THAN
LEUS LELI LUMINAIkES WITH INTEGP,AL SOURCE, ETC) CEC TA6LE i50.0A.
B) SCREW BASED PERMANENTLY INSTALLED LIGHT FIXTURE MUST CONTAIN SCREW-BASED JA8 (JOINT APPENUIX 8�
COMPUANT LAMPS. JA8 COMPLIANT LIGHT SOURCES MUST BE MARKED AS "JA8-2016" OR "JAP-2016-E" CEC
150 0(K)G.
C) ALL JA8 COMPLIANT LIGHT SOURCES IN THE FULLWOMG LOCATIONS ARE CONTROLLED BY VACANCY SENSORS
OR DIMM�,RS.
I) CEILING RECESSED DAM UGHT LUMINARIES
II) LED WMIIJAPoE9 WITH INTE�RkL SOQRCtS.
III) PIN-BASED LED LAMPS (MR'I6, AR-III, ETC..I
IV) GO-24 BASED LED LIGHT SOURCES.
D) AT LEAST ONE FlXTURE W EACH BATHROOM CONTROLLED Bl' AVACANCY SENSOR. CEi. i 5��iKl"� �.
Ei AT LEAST ONE FIXTURE W EACH LAUNDRY ROOM CONTROLLED BY VACANCY SENSOR �SGiK��2J.
F) ALL OUTDOOR LIGHTING AS HIGH EFFICACY WITH MANUAL OWOFF SWITCH AND ONE OF �i HF FOLLO'JVING UJ
ACCORDANCE WITH CEC 150.O�K)3'.
Ij PHOTO CONTROL AND MOTION SENSOR.
II� PHOTO CONTROL AN� AUTOMATIC TIME SWITCFI CONTROL
III I ASTRONOMICAL TIME SWITCH CONTROL.
IVj ENERGY MHNNGEIJ�ENT CONTROL SYSTEMS.
G) LUMINARIES RECESSED IN INSULATED CEILINGS SHALL COMPLY WITH THE FOLLOWING: 150�K) 1C
1.SHALL BE ZERO CLEARANCE IC LISTEDAND CERTIF�ED AiR TIGHT
2.BE SEALED WITH GASKET OR CAULK BETWEEN LUMINARIES HOUSING AND CEILING AND AT ALL AIR LEEK PATHS
BETWEEN CONDITIONED AND UNCONDITIONED SPACES.
3.SHALL NOT CONTAIN SCREW BASE SOCKETS.
�9QFNFRAI FI_FfTRIf.AI RFOI_IIRFMFNTS
11 PROVIDE ARGFAULT CIRCUIT INTERRUPTER AT ALL BRANCH CIRCUITS THAT SUPPLY 125 VOLT, SINGLEPHASE, 15
AND 20 AMPERE RECEPTACLE OUTLETS INSTALLED INDWELLING HABITABLE AND NON-HABITABLE ROOMS. (AFCI)
(CEC 210.12�A�)
2) ALL S�AN 20-AMPERE RECEPTACLE INSTALLED WITHIN NEW THE NEW CONSTRUCTION AND ALTERATION SHALL BE
LISTED TAMPER RESISTANT RECEPTACLES (CEC 406.12)
3) PROVIDE AT LEAST ONE WEATHER�RESISTANT TYPE RECEPTACLE IN A WEATHERPROOF ENCLOSURE AT THE FRONT
AND BACK OP THE DWELLING. (CEC 210.52 (E)(1) 8 406-8(B)(1�)
4�ALL 15 AND 20 AMPERE RECEPTACLES INSTALLED IN "BATHROOMS, GAR4GE AND ACCESSORY BUILDING.
GRAWLSPACE, UNFINISHED BASEMENTS. KITCHENS, SINKS. OUTLETS INSTALLED WITHIN 6 FEET OF A BA7HTUBS OR
SHOWER STALL LAUNDRY AREAS 8 W EXTERIOR LOCATION ON THE BUILDING. SHALL BE PROTECTED BY GROUND
FAULTCIRCUITINTERRUPTER�GFC1�(CEC210.8)
ELECTRICAL - DATA - AUDIO LEGEND
SYMBOL DESGRIPTION
II Venlilalion Fans Ceiling Mounted, Wall Mounletl
R Ceiling Mounted Llghl Flxtures. SurtacelPentlarn.
Recessetl. Heal Lamp. LOw Voltage
Wall Mounted Ught FixWres FWsh Mounled,
wall Sconce
240V Receptacie
" `� 110V Recep�acles: Duplex, Weathe/ ProDt GPCI
.-. Swilches: Singie Pole. Weather Proof, 3-Way. 4W;ny
SMOKEDETECTORS
CARBON MONOXIDE/SMOKE DETECTORS
' Swi[ches VACANCV SENSOR
SMOKE AND CARBON MONOXIDE ALARM DETECTOR
REQUIREMENTS
SMOKE ALARMS AT THE FOLLOWING LOCATIONS PER (CRC 314.3)
- INSIDE EACH SLEEPINCa ROOM;
- OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITV OF THE BEDROOMS; ON EACH
ADDITIONAL STORY OF THE SWELIING INCLUDING BASEMENTS AND HABITABLE AT71CS.
- SMONE ALARMS SHAIL BE INSTAIIED A MINIMUM OF 3 FEET FROMA DOOR OR OPENING OF A BATHROOM
THA7 CONTAIN A TUB OR SHOWER UNLESS IT WOULD PREVENT PLACEMENT OF TME REQUIRED SMOKE AU1RM.
CARBON MONO%IDE ALARMS LOCATED AT THE FOLLOWING LOCATION PER (CRC 315.3)
-OUTSIDE EACH SEPARATE SLEEPING AREA IN 7HE IMMEDIA7E VICINITY OF THE BEDROOMS.
- ON EVERV LEVEL OF THE BUILOING INCLUDING BASEMENTS.
- WHERE A FUEL BURNING APPLIANCE IS IOCATED IN A BEOROOM OR IN AN ATTACHED BATHROOM THEN A
CARBON MONOXIDE ALARM SHALL BE INSTALLED DIN THE BEDROOM.
VALDIVIA WAY,
RESIDENCE
2508 VALDIVIA WAY.
BURLINGAME.CA54010
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ELECTRICAL
PROJECTI�:
onre�. oct io2a
sca�e
DRAWN BY � FUiURE VIS10N IRnMiN Z��
s�EE.��.aEA A-03
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Water Poliution
Prevention Program
Clean Water. " „_ ,,�,r � ,
Construction Best Management Practices (BMPs)
Construction project� at�e reyuired to implement the storm��vater b�st inanagement practices (BMP) on this page, as
they apply to you�� project, all ye�ar lon�.
Materials & Waste Mana�ement
Von-llaxarduus 11a�criuls
J Benu ,md cu��er ��urkpile. uCaand. din ur u�her cons�n�cuun m�teri:il
�ciih tarps uhen rain is fureca�t or il niH ac�ivcl� being ineJ within
1�1 �1�1'�-
_I lSr lhtu Jun't ocrrusr) reclaimcJ µatcr far tlurt conuul.
H.�zardous liatcrials
❑ I,ahel nll h:varSouc mmeri;ds and harardaus wati�es Iwch u.
pc�ticides. puint�. thinners, sulventti, fuel, oil, and antifree�cl fn
�rcordunce wieh rily. countp. sW�e and feder:d rcgulalinm.
❑ Siore h:vardous materials and wastes in water tieht coNainerrc. ci�uc
in :�pprupri�fe �ccunJ:iry cunlainmrni. and cuvcr thrm at �hc rnd ��t
ecery uurk day or dunng �+rl ar,uher or �chen rain i� (arecasl
U Pulluw munutactwrr's applieation in,vuc�iuns fur hazarJou.
mat�rials and be cureful nut to we more Ihan nece.s:u�. Do not
:i�ply chemical� outdours when rain i� fure�•asl u�ilhin ?�l hi,ur..
J ;�irancr li�r ;ip�m���riali' di���o>:�I �rl ;dl h:vaiJ�ru. ��;ulr�
1\�utiti �t:ma�;rment
� C'uc�r �caslc cli.po�:J ���n�.tincr. ,-•curcly ��1ih cn��n :ii ihc rnJ �+I�
t� rry wurk Jay :md during �crt �e�•athcr.
.] ('heck waur disposal containcrs tYcyurmlq li�r Icnkti and lu m:ikc
cure the} ure no� o�`erfillui. Nrrer hu.e doNn a dwnpstcr on �hc
c�m,lruclion site.
� Cle.�n or replucc portable toilctv. and inspect them frequend�� for
Icaks und spilts.
� Dispose i�f all aastes emd dehri.� prc��rlV. Rer��cle materiah and
e astes thal cmt he mrycled I such as asph.ih. c�mcrele. uggregate h:ne
materi:ds. �coe�. gYP ho�rd. pipe. etc.l
:7 Di.pose ot liyuid residue+ frum painu. thinnrrti. .uh�ents. elues. and
clr.mine Ouid� as h;i�arduu� �i�a�te.
Construction h:ntrunc�w and Perimeler
..l Fi�tahli�h and mainlain c(icrii��r purimricr cuniiuh :md stabilvc all
cun.�ruction entrances and exits �o cufticien�ly cunlrol erotiiun and
srJimen� discharges fivm siic anJ lracking n17 xite.
.] Sweep or vacuum any street tncking inunediaiely anJ secure
�rdimcnl .nurrc h� prcvcnl liinhrr Ir:irking. \r�tr h��.r do�cn .Irci i,
tn rlton ur iracl.in_.
Equipment Management &
Spill Control
.' �
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(
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�
\l:iintenancc and Pairking
❑ f)c�ign:ue an arr:�. tiur.l N ith appropriatc BMPs, for
��ehicle and eyuipmen� parking ;md slurcter.
❑ Peribrm major mainiensnce. repairjuhs. and cehicle
and eyuipment waahin, uCl site.
U If rrliicling i�r cehicle maimenance mus� he dane
on.,ite, work in a benncd arca ,i�vay I�rom slorm drainz
auJ u��cr a �rip p:m ur Jrop cluih, hig cnuugh tu culhci
Iluiih. Rccyclt nr di�pux ol fluids as hazarJuus �castc.
U II � chicic ur cyuipmcnt cleaning must be Jone un.ite,
rlcan «�iih a�aicr only in a IxnncJ arca thal �+�ill nol
:dlo�e rinse waler to run intu gulters, streets, stonn
drain., ur surfacc walcrs.
❑ Du nvt tlean ��chicle or eyuipmcnt ontiite using soaps.
.ul�c•nts. Jegie:urr., ur stcam cleaning eyuipment.
Spill Prevcu�iun and Control
,� � u i ia �'i i s � : �i��h�ni. and
D KrcP Pill cle.m p i �u .I Ic g. iag,. tb �
cat linerl acadable ;i� ihe cons�rucuon .ne at all umrs.
❑ Inspcct �chidcs anJ cyuipmcnl ircyurntly fur anJ
repair le;il<s promptly. Use drip pa�ti lu ccrtch leak,
umil rcpairs arc made.
0 Clran up spills or Ic:�k. immediately and dispusi o(
cle:mup materials pru�xrl}•.
❑ Do not hnse down curface� ��herc fluids htn'e spilleJ.
U.�c dry cleanup methods (ab.orbent �uat�rialti. cat
I i tlr r. and/ur rag� i.
U S�eecp u� �pilled Jry m:+ierials immediatel��. po not
u�' iu wash thcm a«'ay u ith �vuler. or hury thtm.
❑ Clean up zpillti nn dirt area. 6p di�ging up and
proEx rly dispusing i�l cuntaminatcd soil.
O Repnr� siEnfficam .spills immedia�ely. Ynu am reyuired
hq luw to rcpoi7 all signi�icant relca.ce of hazardous
materialz, includin� oil. To repun a spill: I) Dial 91 I
ur your kxul emergcncy rc.punu �wmber. '_1 Call the
Go��ernor'z Office of Fntrrzenr�� Sen�icew Warning
Ccmcc I800) 85_'-755p i2-3 hour�).
F.arthmo��in�
- -- � �j,,
. t.t �',..
.4.� a..�.t,.`��.i i
�'� `����@����G-_��
�r.,.�.__
❑ Schedtdr graJing :mJ cxrn'a�iun wurk
during dry 4�eather.
❑ Stahilizc u11 denudcd arc.ix. in�tall anJ
maintain tempor.�ry erusiun conirnls f+ud�
m eruviun cunual Lihric ur MmdeJ librr
matrizl uNil crgctalion i� cslahlishcd.
L] Rcmu��� erisling veretatiun unl�� when
ahtiolutelV nece�sary, and secd ur plaN
�'egetation tiir erosiun control on slupes
nr Hhrrc cumuuction is nol inunrdi.ueh
planned.
U Prcvenl �cdimc�3t lioni migr.uing oll'siic
ancl protert ,�o�m dr.un ml�r.. ;uuers.
� � � ��u c � b � �nst�� '
dii�hc .md Jr�m,ig� i ur � y i allmg
and maiintainin:.� appropnatz BMPs, such
as liber rulls. �il� feitcex, tieJimen� b;itiin�.
gra�cl nags. nenns. etc.
❑ Keep rrca��atcd coil nn site and iransler it
i�i Jump in�rl,, on ,itr. nul fn the strectti.
Conlaminated tioils
❑ I( anp ut the lulli�u�in� runditiunc ;ue
obscn�c�l. i.,i li�r c�mtaminmiun and
contact ihe Regional W.�icr Quali�y
Cuntrul Buurtl:
UnuwuL,oil cundi�iun., diccol„r:iti�m.
or odor.
AbanJoned undergruund ixnk..
,qhandencd Nclls
Buried harrels. debris. nr trash.
U-\�oi� �w�in�� und ai•ul eu.iiin_ m��.i
�ce:uher or N hen rain u f��rccas�. io
pre� cnt matcrialti diai hacc nut eurcJ
frum rnmac�ing ti�urtnaa�cr nmolf.
C] Currr slurm drain inlets anJ manholes
��hcn upplying xeal co:u, t:ick rua�..lun�
�rnL �iig seul, cic.
f] Cullcrt :md recycic ur appropri.ucly
ditpose of excess ahrasice gra�el or �and.
Du �'O"T s�crcp ur wa�h il inlo �ullec�-
❑ Do nut u5c �a�:d�r to �+�:ish do�cn Irc�h
aspluJt cuncrele pa�ement.
Sa��cuttinR R Asphall/Concretc Remocal
U Pruicrt nrorbv si�nn� drain ndcts ���hrn
saw cuuing. Usc Iltcr (ahiic. r.nch h:uin
inle� filters, or gr.irel b:�es iu keep slurry
aut of �he tlorm drain system.
L7 Shuccl. ubusorb. or vacuum saw-cut
slurr}� and d�spose ol�all �va�le as soon
us you are fini,hed m une lu� iuon or ut
tt�e end uf cach w�ik da1 lµhichi•ver i,
sooner:).
❑ It sa�+cui slurrp enters a catch basin. clean
it up immcdialel�.
Concrete, Grout & 111ortar
Applic�tion
I-�s�wre
� ..«.n
�
� I �
�I4_1
'
J tit��rc c�mcirtr. gn�ut. ;in.l muruu�:i�.ar
In�in sionn dr,unti or Hatcrways, and �,n
p;dlcis undcr ru��r to protect them tiom
rain, runull::md wind.
❑ V�:ish oui concrete eyuipment/Iruck�
ofl'aitc or in :� dcsi�na�cJ �ca.houl
arex, µhrrr the water µ'ill IIuH inlo a
trmpurary �r:�stc pit. anJ in a manurr
that H ill prevenl lea�hing into the
undrrlying tiuil or unto surrnunJing arcas.
Ixt cuncrete h:uJen and di.pose ul as
garh.igc.
7 Whcn �tashing expused aggregate.
prevent w:ishu:iicr fram entcring �torm
drains. Block any inlcts and vacuum
Lutitfs. huse ���:ultw�alef unlo dirt aff:i�. ��i
drain onto ��rmeJ surfam lo be pum��r�J
anJ disposed of pro�xrly.
I.andscaping
� Prnicct .tackpiled land�caping materials
from w�ind :md r.iin by ,tia,ring Uiem unJcr
tar�.:�l year-round.
L] Stack bagged malerial un pallct.:in�l
undercu�er.
❑ Disc�nlinoe applicalion uf un}� er�ulihlc
landscapc ma�eri:il µ ithin Z dav� hr��,rr :i
forecas� r�in c�'ent or durine wel ti c�thec
Yaintin� & Yaint Remo��al
r� �� . - �-
L. - +-�
� `-`'
1'aintin�, (.'Icunup:md Removal
J I���'rr cican hn�.hcs or rin.c paint
containcrc iNu a slreel, guttci�. slonn
dram, or stream.
❑ Fur aater bna.J paints, paint uut bn�shes
to ihc c�tcni po�.ihle. :md rinse imo a
Jrain Ihel Eocs w thc �.mit�ry scwer.
Nc�er �ur paim dow n a uoi m drain.
❑ For oi6b.�scd paints, painl out brushe� lo
dic cxtenl po�s�hle .md cl�an �+iih U�inner
or �olvcm in a pro�r containcr. Fillrr and
reuse ihinncrs :md ,volrcn�a. Di.puu u(
txcess liyuids as hazarJous �rm�e.
J P:iint chips and dusl fram nun-h:izarduus
dry sUipping and sand bL'isting may be
sw'rpt up or cullecictl in pl:islir drtip
clothti :md ditiposed of ;ts Irash.
❑ Chemical pain[ .iripping residue anJ chips
and dusl frum marinc pain�s or paints
cunC�ining Izad, mcrcury. or Irihui� l�in
ntusl he Jispu,ad ol as haz:inlou� N�a+le.
LeaJ bascd paim rrnwcal reyuire.:� .tate-
rrnilird .�mir.irt��r.
Dcwatering
' i
_l �,
'."�_
.t .. �\�, �
. �
1
� - � �
�� �.r. ��''
❑ Di.churgrs of eroundwater ur caplurcd
nmoff from Je�calcring u�raliuns musl
be properly manageJ and Jispo�ed. When
pu..iblc srnd Jrw:urring Jischargc �o
IandscaExd arma w sanilan' sewer. If
discharging to lhc sunilan' tewer call yuur
Inral w asteuater treaunent plant.
U Di�erl run-on w:uer fium offsite awap
linm all Jislurtied areas.
J\\ h�•n dr�v:uering. notify nnJ ubuiin
;y,pruv:d from the local municipality
hclure disch�reine water lo u strtel guUer
��r .lurm draia Fihr.itiim ur Jicertiiun
�hrough a h.isin. lank. or sedimtnt u'ap
m:i� hr rcyuired.
❑ In :ueaa of known or suspected
rumaminalion. aill yuur lik:d .igcnc� iu
�letrnnine whether the �round water must
h�� tcs�ed. Pumped gn�undti�aler ma�� need
t�� he collected and hauleJ olf-si�e for
urnlnunl and ��ruprr.li.�m.:d.
Pa�-in�/Asphalt V4'ork
IMPORTANT READ:
ADU FIRE SPRINKLER TO BE PROVIDED ON SEPARATE PERMIT.
GRADING PERMIT, IF REpUIRED, WILL �E OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.
VICINITY MAP:
PROJECT DATA:
ASSESSOR'S PARCEL NUMBER�.
PHOJECT TYPE
PROJEC7 LOCATIOM
ZONING.
OCCUPANCY GROUP.
CONSTRUCTION NPE,
NUMBER OF FLOORS
fIRE PROTECTIOM.
HEUROOM.
HATHROOM
i-OT SIZP
LOT. BLOCK. MAP tt
Z
, Z
p O
Q
U
O
•... J
�
W
00
�
U
025771020
UE7ACHEDADU
2508 VALDIVIA WAY.
BURLINGAME, CA 94010
R1
R 31U
V-B
1
MAIN HOUSE SPRINKLER!
ADU SPRINKLER
MAIN HOUSE. 4, ADU: D(STUD10)
MAIN HOUSE: 4, ADU�. 1
11,081
S2 b20. 40 MAPS 47
CODE EDITIONS:
A CAUFORNIA RESIDENTIAI 2019 EDITION
B. CALIFORNIA BUILDING 2019 EDITION
C. CALIFORNIA GREEN BUILDING 2019 EDITION
D. CALIFORNIA MECHANICAL 2019 EDITION
E CALIFORNIA PLUMBING 2019 EDITION
F. CALIfORNIA ELECTRICAL 2019 EDITION
�. CALIfORNIA ENERGY�. 2019 EDITION
H. CALIPORNIA FIRE' p019 EDITION
ANY OTHER APPLICABIF. LOCAt. ANU 5"fATE LAWS 2019 E�I710N
AND REGULATIONS.
VALDIVIA WAY, RESIDENCE
PROJECT CONTACT:
OWNER� �I�HMULA
250A VALDIVIA WAY.
BURLINGAA9E. CA 9A010
TEL 415-516-0584
EMAIL --
DESIGNER. RAMW ZOHOOR
FUTURE VISION REMODELING
435 E BROKAW ROAD,
SAN JOSE. CA 95112
TEL�.408-097�5071
LIC 991840
STRUCTURAL. ��
BUILDER� FUTURE VISION REMODELING
495 E BRONAW ROAD,
SAN JOSE, CA 95112
TEL 888-785-4465
LIC.991840
ENERGY.
CARSTAIRS ENERGY, INC
2238 BAYVIEW HEIGHTS DRIVE,
SUI7E E
LOS OSOS, GA 93402
TEL 805-904-9048
DRAWING INDEX:
ARCNITECTURALPLAN
A-0001 COVER SHEEI
Stl1�. iOPOGRAF�IIGSURV[vh1.4P
AS4 SITE PIAN
A�Ot PROPOSEDADUPLANS
A-02�. PROPOSEDA�V CIEVAT10N5
A�03. PROPOSEDELECTRICALPIAN
BMP�. CONSTkUCilONBMPPIANSHEET
BURLINGAME, CA 94010
AREA CALCULATION:
EXISTING CONDITIUN.
"E" LIVING SPACE �MAIN HOUSEi 3284 SQF
"E" DETACHED GARAGP 500 SQF
'E" COVERED PATIO FRONL 50 SUF
`E" DETACHED STORAGE SHED: 100 SQ.FT (REMOVED�
'N' DETACHED ADU�. 492 S�F HABITABLE SPACE
PROPOSED CONDITION:
"E' LIVING SPACE (MAIN MOUSE)
"E" �ETACHED GARAGE�.
'E" COVERED PATIO FRONT:
'N' �ETACHED ADU�
3284 S�F
500 S�F
5� S�F
492 S�F HABITABLE SPACE
LOT AREA
11087 S�F
LOT COVERA6E�. ILNING AREA + GARAGE + COVERE� PORCH+STORAGE SHED + ADU)
(E) LOT COVERAGE AREA�.
(3284�SOO+SOt100) = 3934111081 = 0.355 = 35-5 PERCENT
(N) LOT COVERAGE AREA:
(3284+500�50i492) = 4326 i 11081 =0.390 = 39.0 PERCENT
GENERAL NOTES:
SCOPE OF WORK:
- NEW 498 SO.FT OP DETACHED ACCESSORY DWELLING UNIT.
- NE'N ADU TO HA'JE 1 BEDROOM (STUDI01 AND ONE BATH
- NEW ADU TO HAVE FULL KITCHEN. RANGE FRIDGE. ISIAND, SINK, AND
DISHWASHER.
- NEW GAS TANKLESS WATER HEATER POR THE AOII.
� NEW WALL HEATER AT THE NEW ADU.
-NEW 120AMP SUBPANEL SERVING THE A�U ANDAPPLIANCES.
- EXISTING STORAGE SHED M THE REAR TO BE REMOVEO.
NO CHANGE TO ANY PART OF THE MAIN DWELLING
NO CHANGE TO EXISTING MAIN HOUSE GAS METER
NO CHANGE TO EXISTING MAIN HOUSE ELECTRICAL PANEL
NO CHANGE TO EXISTING MAIN HOUSE WATER HEATER
NO fHANGE TO E%ISTING MAIN HOUSE FURNACE
ALL WORK DESCRIBED IN THE DRAW�NGS SHALL BE VERIFlED FOR DIMENSION,
GRA�E. EXTENT AND COMPATIBILITY TD THE EXISTING SITE. ANY
DISCREPANCIES AND UNEXPEC7ED CON�ITIONS THAT AFFEC7 OR CHANGE
THE WORK DESCRI6E0 IN THE CONTRACT DGCUMENTS SHALL BE BROUGHT
TO THE DESIGNER ATTENTION IMMEDIATELY. DO NOT PROCEED WITH THE
WORK IN THE AREA OF DISCREPANCIES UNTIL ALL SUCH DISCREPANCIES ARE
RESOI.VED. IP THE CONTR4GTOR GHOOSES TO DO 50 HE SHALL BE
PRECEDING AT HIS OWN RISK.
OMISSIONS FROM THE DRAWINGS AND SPECIF�CATIONS OR THE MIS-
DESCRIPTION OF THE WORK WHICH IS MANIFESTLY NECESSARY TO CARRV
OUT THE INTENT Of THE DRAWINGS AND SPECffICAT10NS, OR WHICH IS
CUSTOMARILY REFORMED, SHALL NOT RELIEVE THE CONTRACTOR FROM
PERFORMING SUCH OMITI�ED OR MIS-0ESCRIBED DETAILS OF THE WORK AS IF
PULLY AND COMPLETELY SET FORTH AND DESCRIBE� IN THE ORAWINGS AND
SPECIFICATIONS.
SRE CONDITIONS ALL CONTRACTORS AN� SUB�CONTRACTORS SHALL VERIFY
DIMENSIONS AND CONDITIONS AT THE SITE PRIOR TO COMMENCEMENT OF
THEIR WORK. FAILURE TO DO SO SHALL NOT RELEASE THEM fkOM THE
RESPONSI�ILITY OF ESTIMATING THE WORK. IP qNY VARIATION. DISCREPANCY
OR OMISSION (BETVJEEN THE INTENT OF THESE GONTRACT DOCUMENTS AND
THE EXISTING CONDRIONS ARE FOUND. iHE CONTRAGTOR OH SUB-
CONTRACTOR SHALL NOTIPI' �ESIGNER IN WRITING AN� OBTAIN WRITTEN
RESOLUTION FROM DESIGNER PRIOR TO PROCEEDIN6 WITH ANY RELATED
WORK
"Construction Hours"
Weekdays: 8:00 a.m. — 7:00 p.m.
Saturdays: 9:00 a.m. — 6:00 p.m.
Sundays and Holidays: No Work Allowed
(See City of Burlingame Municipal Code, Section 18.07.110 for details.)
(See City of Burlingame Municipal Code, Section 13.04.100 for details.)
Construction hours in the City Public right-of-way are limited to
weekdays and non-City Holidays between 8:00 a.m. and 5:00 p.m.
Note: Construction hours for work in the public right of way must now
be included on the plans.
ABBREVIATIONS:
ABV
AIC
AD.
AOD.
A f F.
A F.G.
B.L.
BLDG.
B.O.
BTM.
CABT.
C.O.
C.L.
CL
CLG.
C.O.
CONC.
DS,
o,w
DBL.
DEMO.
DIA.
DR.
ELEV.
EXIST.
EXT
Above
Air Conditioner
Access Door
Addihon
Above Flnished floor
Above Finished Grade
Building Line
Building
Bouom o(
Botlom
Cabmel
Constmdion tlocumenl
Cen�er Line
Closet
Cei�ing
Clean Oul
Concreie
Downspout
Dishwasher
Double
Demalilion
Dlameter
Door
Elevalion
Exis�ing
E�enar
FDN.
FLR
FURN.
G.C.
G EC.I
GYP
H.B.
HGT.
HR.
HR.
HTR.
H.VA C.
INSUL.
INT.
LAM.
LAV.
MA%.
MED.
MIN.
MTL.
MUL.
NTS.
N.EC.
O.C.
O.H.
OPNG
Foundahon
floor
Fumace
General Contrador
Ground Fault Clrai( Inlermpt
Gypsum
Hose bib
Height
Hour
Handrail
Heaier
Hea�ing. Ven�ing and Alr Condilioning
Insulation
tntenor
Laminate
Lavatory
Maximum
Metlium
Minimum
MeWI (steel)
Mullion
nlot to scaie
Noi for CAnslruction
On cen�er
Overhead
Opening
P�T
P1
PLYWD
PWR
R.O.
R.O.W,
REFG.
REF.
REV.
RMV.
$.C.
SCHE�.
SA
SECT.
SHT.
T.O.C.
T,O.F.
TH.
TYP.
UNF.
W.C.
WCT.
W,H.
W.t
W.IC.
YD.
Plate
Property line
Plywootl
Power
Rough Opening
Rlghl ot way
Refngerator
Reference
Revision
Remave
SeI4Closing
$chedule
Smoke dete�tor
Seclion
Shee�
Top a( curb
Top o( footinq
ThfeSholO
7ypiwl
UnMished
Totle��watercloseq
Wainscot
Wa�er Healer
Wmught Imn
Walk In Goset
Vard
aE.00E, ���.o��
VALDIVIA WAY,
RESIDENCE
2W8 VALDIVIA WAY.
BURLINGAME CA 94010
� iAxx��+caescoHseo�
Qi rixcocnnarMunxeerouseo�
�w S10PMw>tERPE5COx5Eot
� eminixcaesroxseoi
�w cuaucwoxKsxesvowuoi
�
�
COVER SHEET
PROJELTIO:
onre �. oa zon�
SCALE'
DRAWN BY: FU fJRE VISION IRA1dIti Zi
SNEEixUxBEu:
A-00.01
OWXEN9MiP:
��,c`r
^
� '
VICINITY MAP
NO SCALE
� � I
/ I
LEGEND AND NOTES �
- - BWNDARY LINE �
EC ELECTRICAL/CABLE N I
O�ERHEAD LINE I
ETC ELECTRICAL/TELEPHONE/
CABLE N OVERMEAD LINE I�
K FENCE UNE 5' EASEMENT fOR
OVERHEAD LINE$ PEk _�I
SS SANITARV SEWER LINE 45 MAPS 35 &
T TEtEPHONE OVERHEAD LINE 984 O.R. 341 I
❑n/C NR CONDITIONING UNI7 I
'� AREA DRAIN I
� BFP BACK ROW PREYENTER
BW BOTTOM 0� WALL I
� CB CATCH BASIN I
FF FlNISM ROOR I
FL FLOW LINE
f�c11CV IRRIGATION CONiROL VAL�f I
<
INV INVERT 1412 I ��
PVC POLYVINYL CHLORIDE PIPE �
RP ROOF PEAK I �
1RC TOP OF ROLLED CURB I n
ros roa ov sue I w
iW TOP OF WALL I,,�
Vf,P �17RIFlE0 CLAY PIPE � -� I�v
O EM ELECiRICAL METER � I i
L7 GM GAS MEIER I �
[7 JOINT POLE I
O SSCO SANITARY SEWER CLEAN-WT
� SS61H SANITARV SEN£R MANHOLE �«�� I
O WM WATER AIEIER I
� BENCHMARK
xxx.xx 5p0TGRADE I
� �
ASPHAIT
CONCREIE
LANTI
DECORA7IYE BARK
GFtAVEL
PAVERS
RI�ER ROCK
STONE
WOOD
�
I
� N_OTES
I ALL DISTANCES AND DIMENSIONS ARE
IN FEET AND DEqMAIS OF A F00T.
I UNDERGRWND UTILITY LOCA710N
I IS BASED ON SURFACE EVIDENCE.
I BUILDING F001PRINTS ARE
SHONN AT GRWND LEVEL
I FlNISH FLOOR EL€VATIONS ARE TAKQ1
AT OOOR TMRESMOLD (EX7ERIOR)
I NEAREST FlRE HIDRANT LOCA7ED
I 135'+/- FROM THE NORTHEAST
CORNFR OF THE PROPERTY
I
I
I
I
I
I 5' PUBLIC UTIUTY
f EASEMENT PER
40 MAPS 47
140.IITW
I .....13d�G70W� IA267W
CONCRETE _
RETAINING N'ALL
� �,,,,,,, DQICV
rvw�
GRA�EI . .... T ��p _ECM
D
143.3 T
L . ,4<.5
' 6BBW � �ONCRETE �� I �� gB
I �I 3.9RETAININC WALL � f-
. , . 145.0 STONE, ���
I" TM' i u
ua'
� __�- EC --`�- EC'`-- E�
T E`
14
I I I452 � 145.8
� � /�/
I. �
� 146.11_
I LAWN �
� � COLUMN
M
I .. 145.6 � ..
� I
I � 146.08
I �
I�.
�ARK � / . I ..: � N�24
� . .. 1� aS,B 4
r , .... . .� / �
o �- _.. � 146 19 ,.
I14593TN �'pqICV N63
I145.93BW� � ��-----
BENCHMARK
CITY OF BURLINGAME BENCHMARK
BENCM AIARK BM?18
LOCATED ON 7HE COftNER OF
VAIDVIA WAY AND HAYWARD DRIVE
ELEVATON = 789.64'
(qTV OF BURLINGAME OAIUM)
� SITE__BENCHMARK
SURVEY CONTROL POINT
PN NAIL AND SHINER SET IN ASPHAIT
ELEVATION = 139.97'
(qN OF BURLINGAME DATUM)
CONCRETE
W RETAINING M'?QL O67W
0
IW \ �.. 3;$6I3W�
141.5 fi' WOOD F� ENCE �
aD GRAVEL A0
EMfI I41.6
� �
EASEMENT NOTE
A CURRENT TITLE REPORT FOR THE SUBJECT
PROPERTY HAS NOT BEEN E%AMINED BV LEA
k BRAZE ENGINEERING, INC. EASEMENT$ OF
RECORD AIAY EXIST TMAT ARE NOT SHOVM
IXJ THIS MAP. EASEMENTS SHOWN ARE PER
10 MAPS {7 AND 15 MAPS 35.
I
I
I 14
I
I
II
II
15' BUILOING
SETBACK
� PER 40 MAPS 47
NEIGHBORWG I
HOUSE
I �3�
CONCRETE I
140.03TW RETAINING WALL I
�737.83BW t4251TW 1399fiTW
139.915W I 139.41d�
� 741.4
134.61
i \.�5�����36���' _____
�`�`�////\,g" �_-__-_
ROCK FASCIA
N I
_ _ II
� �1�1'_ -� I
� 14�'� I D41CV 140.5 Q, ' �' G I
U
9 �I
CB . . ��• � �I
RIM=141.84 � �
_ INV=140.94 PVC H II
- - la2- ' � �y
BARK I ��_I __ y-_____- .
� -�� �"��� � �
146J0 - \\1 �
�g LANN
JO 144.4 ���9s ' . �
q\ � -
1M18.83 � . l.
_ \
STONE
146.35
\ i4
COUNTER 14j
PAVERS
t4625
_ _ T
ONE-STORY
WOOD/STUCCO HOUSE
RP=767J0
i
I f
� 1�l
� ���
P`j� �f .
tIb 29 �;p _ - � nD
�-
146 25BW
149.8
fi' WO00 FENCE
� /
/�
0 5 10 20
�
SCALE: 1" = 10'
$TONE
B �
O m � n �
p � O � i
r1 g '-� v� '" m
N O ,- ____-_ �
m c� �dF � � o �l'
��,- � F�
F o 4
D
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