HomeMy WebLinkAbout746 Linden Avenue - Plans0
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6RE�N BUILDIt� MEASURE
Profects that dlsturb less than less than one acre shall
develop and Implement a plan to manage
storm water cxalnage DURIN6 GONSTRUGTION. A BMP Page Is
sufficient. 2016 G6G §4.106.2
Plans shall Indicate how 6rading and Paving wlll prevent surface
water flows from entering
bulldincjs. Exceptlon: Pro�ects that do not alter the drqlnacje
path. 2016 G6G §4.106.3
Electrlc Vehide (EV) Gharging, pqrking spaces: corr{�ly wlth all
relavant sectlore. G6G §4.106.4
ItSTALLER SPEGIAL INSPEGTOR QUALIFIGATION (2016 C.6G 4i02)
HVAG system Installe�s wlll kx trainod and certifled In the Proper
Installation of HVAG systems and cqulpment by a recognized
tralning/ccrllflcatlon program. 2016 G6G §'f02.1
VERIFIGATION (2016 G6G 4"f03)
Upon rec�uest, vorification af corr�llaice with this code may Include
coretructlon documents, plans ,speclflcatior5, bullder or Installer
certification, Inspectlon reports, or othor methods acceptable to the
Building Division that wlll show substantlal conformance wlth the 2016
Gode requirements. 2016 G6G §T03.1
�
Exterior openings exposed to the weather shall be
flashed in such a manner as to make them weatherproof.
In addltion to exterlor door and wlndow assemblles,
fiashing shall be lnstalled at penetratlons and
terminatimis of exterlor wall aseemblies, exterlor wall
Intersectlons with roofs, chlmnoys, porches, decks,
balconies and slmllar proJections and at bullt-In gutters
and slmilar locatlons where molsture could enter the
wall. 2016 GRG R9032
"�ovide g.l, flashing o all new roof
perietrations, etc. as rea'd per code.
SEGTION R319
SITE ADDRE555
R319.1 adci-ess numbers. bulldings shall have
approved address numkxrs or �roved tullding
ici�ntlfinwtian placed In a Pos':tion thak Is plalnly
leglble md vlslble frcm the street or road fronting
the property. these numbers shall cor�trast with thelr
Lbckground. address numbers shall be arablc
numerals and alphabetical letters. �umbers shall be a
minimum of 4 inches (102 mrr� high with a minlmm
stroke wldth oFY�' Inch (12.7 mm) . l^here access Is by
means of a private road and the bvilding adc�ess
cannot be viewed from the publlc way, a monumcnt,
poie or other sign or means shall be used to identlfy
the structure.
INDOOR WATER USE (2016 G6G §4.3)
The effective flush volume oF water closets wlll not exceed 128 gal / flush. 2016 GGG ¢4.303.1.1
The ePfective flush volume of urinals wlll not exceed 0.125 gal / Plush. 2016 G6G §4.303.1.2
Maxlmu�n flow rate for showcrs shall be 2.0 GPM, at 80 psl. 2016 G6G 44.303.1.3
Maxlmwn flow rate for lavatory fcucets shall be 12 6PM, at 60 psl. 2016 GG §4303.1.4.1
OUTDOOR WATER USE i2016 G6G 44.4I
New residential developments wlth an aggregate landscape area of more than 499 square feet
shall submit a Residentlal Outdoor Water Use Efflclency Ghecklist. 2016 G6G ¢4.304.1
�nr�cm �neiun nriv r�a�cFv rv+irrr�rrnHce (zoie c6c §a.aob)
Mnular spaces around pipes, electric cables, condults or other openings in soleMottom plates at exterior
walls wlll be rodent- proofed by closing such oponings with cement mortar, concrete masorry, or simllcr
method acceptable to the enforcing agency. 2016 G6G 44.406.1
GONSTI�IIGTION WASIE MANAFiEhgM (2016 G6G 44.408)
Rccycle andlor salvaga a minimum 6555 of the non-hazardous constructlon and damolition waste.
ihis le not applicable to soll and land clearing dobris. 2016 G6G §4.408
EUILDIN6 MAINTENANGE AND OPERATION (2016 GEG 44.410)
M operatlon and malntenance manual wlll be provlded at flnal inspectlon. 2016 G6G §4.410.I
For bulldings with more than 4 multl-famlly units provide for recycling. 2016 G6G §4.4102
FIRE�LAGES (2016 C.6G 44503)
Any installod gas flraplaces wlll be dlrect-vont, sealed-canbustib�e type. 2016 G6G §4.503.1
Aru� Iretalled woodstove or pallet stove shall comply with U.S. EPA NSPS amission limits.
Powrrarrr coNrRo� ccec �a.5oa)
At the time of rough Installatlon, during storage on the constructlon sitq cnd untll final start upaf the HVAG
oquipmcnt, all duct md othcr rolatod air dlstrlbutloncomponents openina5 will b� covered with tape, plastic,
shect metnls, or other methods acceptable to the erdorcing agency to rec�co the anount of water, dust, or
dek�is that may enter the system2016 G6G 44504.1
ACI'ICSNG9, sealants, and cculks used on the proJoct shall follow local and reglonal alr pollutlon
or alr c�uality management dlstrict standarde. 2016 G6G §45042.1
Paints and coatlnos will ccmply with VOG Ilmits. 2016 G6G 4450422
Aarosol paints and coatings will meot thc Product-weighteci MIR Iimlts for ROG, and c omply with
percent VOG by weight of product Iimlts, Rec�lation 8, Rule 49. 201b G5G §45042.3
Docwnentatlon shall verify compllance for VOG flnlsh materlals. 2016 G6G ¢45042.4
Ga�pet systcros will meet GAL6REEN testing aid product requlrements. 2016 G6G 44504.3
Nhero resllient flooNr�g Is Iretalled, at least 80Ai oP the floor area recelving reslllerh floorlrcj wlll
comply wlth the GaIlPornla 6reen Eullding Gode reciulrements. 2016 GGG §4504.4
Hardwood plywood, particleboard, md medlun denslty flberboard composite wood products
shall canply with thc low Formaldehyde emisslon stmdards. 2016 G6G 445045
ItSTALLEi2 SPEGIAL INSPEGTOR QUALIFIGATION (2016 G6G 4?0�
HVAG systam Iretallers wlll kx trained and certlfied In the proper Iretallation of HYAG
syetems and equipment b� a recognized training/certlflcation Progran.
2016 G6G §102.1
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�AVE NOTE:
ALL EAVES A� MORE TNAN
24" FROM PROPER?Y LINES
GOrLST�1GTION HOURS:
WEEKDAYS: 8: � AM - l: � P.M
SATURDAYS: 9: � A M- 6: � P.M
51JNDA75 AND NOLIDAYS: NO WO(dC ALLOWED
lSEE GI?Y � BURLINGAA� MUNIGIPAL
GODE, SECtIGf� 13.m4.1� FOR pE?AILS)
GONSTFd1GTIGN NOURS IN iFIE CI?7 RJBLIG RIGNT-OF-WAY
A� LIMI?Ep ?O WEEKDAYS AND N�I-CI7Y I-IOLIPAYS
BETWEEN 8. � A M ANp 5: � P.M.
FRONf SETSAGKS-'146 LINDEN BLOGK, HURI.IN6AME
�k rxoxr sErercK
i46 LIiDBI AVE. 193' (S.B.FLT PROPBtiY)
l44 LINJBI AVE. 1�.W'
r�o uwe+ nve. ns�
'!jb LIlIDB! AVE 1519
ra uw� �ve nv�
TJO LIIID& AVE u.ie
T14 LIMBI AYE. Ib M'
iZ1411f1B7 AVE 3661' MlfiF�
'MO LIIDB! AYE. IbD5'
'il6 LIIIDB! hVE. 19.71'
711 LIIIDB! AVE. IbST
YOb LIIbB1 AVE. I,e',y' Q,Q{YI
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� 7REE NOTE:
NO EXIS71NCs 1REE5 OVER 48" IN
pIAMEtER SHALL BE �MOvED
aas� :
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REVI510K5 BY
HYLAN D
DESIGN GROUP
OIke.5S0.�311870 �%O.p7.92N
S9S Oiary PiwJ Sa� Calas Ca 91�f0
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SITE PLAN
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AC PAVE ASPHALT CONCRE?E PAVEMENT r
AD AREA DRAIN
CO CL[ANOUT BUILDING �S 62�26� E SO.00���1�
----�.
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CONC GbNCRETE $ 62�29�1$" E 50.07� ;� `" �
EM ELECTRIC METER ,_-_. _... _... _. .._____ _ _ __- ___._. _ .. ___.....____ _,., �� " " �' " oo y.
_ _ _ _ ...._..._ .___. .. ... —__ . ._ ,
FL FLQWLINE 6'�.�_�'� „�, yS -„x,y x�. � x—.......�X : ry� x,�. �2_x `
y� ''� ` � `��` ^' , 'R" • �E F
GM GAS METER .' � GRnvE� �' y 200 c,
hb � `' y� x e �
INV INVER? o --...-- ^ '�'�
4 � �
JP � JOWT UP�ITY POLE �
LG LIP OF GUTTER h� k90 M,�o %h>'
ry
SSMH SANITARY SEWER MANHOLE % ,`�-
TC 10P OF CURB :.-_----___ BRICK a'`6 e '
VCP VITRIRED CLAY PIPE / ,9 �pON^ �*9 eui�Diwc �
WM WATER MEiER
,� GMAGE ky�. , 0" BBO ,p9� �� oc G
p SET 3/�" IRON PIPE WIiH PLASTIC PLUG �! x 9 "� y� � �'�1
STAMPrD "LS 5304" AND TACK ,� "
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-�. SET 3/4" 0 BRASS TAG STAMPED "LS 5304" AND ti� g �,0� a�5 ♦ eo. ssos *
ANU NAIL W TOP OF WOOD FENCE !� 3, - � �
�'z� �nEF TR[E W/ SIZ[ Ap��'g' ,'�' E ,,,, �lF pr U,L�'`R
p � �pP� , ; ��
-X X— FENCE / k0 � � -p ; canss
OH OVERHEAD LINE ':°�\ 0 D,� h�--` b°9 0 �'��� �^ �
" PROPERTY LINE / �*� x ���6 >9 �kh� -_ _�-`� % s96 ' k55 G(/ �
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ss- SEWER LME � �` � e , � � �e"'
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_._.. � ____.. GAS LMF.. 00. 0 .'ay ' p PAVERS yo+ h, � �0� "'.�``� �t�/� 'a O
o°j �
-- N --- WATER LINF `'�� .a�o " � � �
,. a o ` x h � � ' �
-� - � 0 a°� � P �y> �: � '* ��' �` PRIMARY BENCHMARK � � �
� p�� p i k� �\ ;cfl ��.� " �.. _�%' FOUND BM �53, ROUND NEAD NAIL AND WASHER, O� o
0�• a ,� �,e- o y ' 69� k^� q� PAINTED OVER IN TOP Of CURB AT THE SOUiH n^ ��.
O,� ,� j,° `�--•--�,�. �"1 �'1 CORNER OF THE INTERSECTION OF NINCHESTER �.�r� � m
/ �W' I cq��.�`', ^�,--�� DRIVE AND PARK AVENUE, ON THE SOUTHWEST �/� �
.� (� / �Na �; ^ O S�DE OF WINCHESTER NEAR THE SOUhiEASTERLY U'✓ N U
A / �"� � CURB REIURN, ELEVATION = 12.529 FEET, CITY Q Z •
/ ,Lr O � �� OF BURLINGAME DATUM. J O
:1�0 % ^ J
4� %"� � � °�� � b',4/ � � ¢
b' �#9. f,��e � O p RECORD REFERENCES � Z V
�= f y:�' yo" � �� (1) RECORD DATA PER 20 MAPS 13, SAN a W Q
"" � ��� � �� _ �a9 % �2,b' BUILDING MATEO COUNTY RECORDS Q � N
�' / o �i �.. z i-
,\��4' -, J � � � Q W W
�� I x sb^ � 9�p H ""_' CO O S �
�� 5 6 ��,C U �
` �+5,�� RESIDENCE � �
/ - �� � '' /� ,lRo '� `R`'`` � z
BUILDING P� y q6 Q W
` ' / / �- " -= �, �
� j / _/'� � LOT AREA: �
�� � � �� � ,
/ �-..��� � = 5,515 SQ. FT. t
� � '� �� � �
�, �° OO w
� �a' � PA4E(25 / ��'� ,��E."� 0 Q
,�'w / �,�9' `� U1ILITY NOTE: W >
� �
� / . 'ry,� �'��� ^'`� d60 PORCH �a � .^ �.�' a o
` j.� � 9�-" � .� �9� THE UTILIiIES EXISTING ON THE SURFACE AND SHOWN ON THIS DRAWING w Z
�W � I�6 ��/ �� �✓ �s" ,� ' a9 �>'� 2-�`� HAVE BEEN LOCA-fED BY FIELD SURVEY. ALL UNDERGROUND UTILIIIES SHOWN d �
�= ,(�°� �✓ %�o-� �90 . � _ � ON THIS DRAK/NG ARE FROM RECORDS OF THE VARIOUS UTILITY COMPANIES m
�' �, � � j,�a� y'3' ��, � AND iHE SURVEYOR/ENGWEER DOES NOT ASSUME RESPONSIBILITY FOR THEIR
� 4`' / � �� y��� '� % v 1\ COMPLETENESS, INDICATED LOCAiION, OR SIZE. RECORD UTIUTY LOCATiON
/� ,� � ,y�% '�, SHOULD BE CONFIRMED BY EXPOSING THE UTILITY.
"ti / � ! ,4 I e� �' ,g� O PROXIMAiE DRIPLINE (TYPICAL)
� / � �N � >�' GRA55 -5 y� Z Q
Q � � CONC � ` /_ % _ _.__""_'_""'_' � � �
/ DRIVEWAY /J .-."///-' ! 5° -� �- -�-� .�- , h titi �� 'o ., O, o
, / x,k� f p6 '�_ h� . 'S' _!
/ ,1'� � ��' / � 0 (S 62'26' E 50.00')(t) "
% ; j x;a } a
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/ xi' � PAVERS \4�-� S 82'30' E 50.07' ' �y �
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p�a ; 4 a '�" oti ry� - ----- -- * yy` � w°� M F-
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; , ., CONCR[1F. �. , �
.• ��. ILE.WALK 9 kab , c� ¢ ' S h pH\ U Z M
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0.-`-_----�-___�07, 96 � �"9�" _'-_._-•-__'_- -_ .-•^-^' -__• � _____- �� _...._.._.-.r:"h�--"= p, -«. �ry a Q �p Q O
�e,�,`�' ,8-``� t *� coNc �� �.�5' cRcuNo �.� ,�.��5 % o �( o � �
wa � GROU� � 0 '� % �^'w DRIVE�AY �' ^M—W� ry'L B'�AST IRON �°'�� � W� a o w`' o W���-�W W y� ][ W� N I-
, ryy�
� �e :--� —�� �__—__.._.. ..._.. -_ _ ,�^�_��0............___- � V Z O Q
,h & �,�---�_-----� -• -------T— � ........._.........._....._� � --- ____ _- --i— � --=------------_....__ __� GRAPHIC SCALE p. � m �
TEMPORARY BENCHMARK �°p�,°' .=' <c 1; a�° ,¢ye` .�� � p9�,'�F..���� covc cuRa � c��r�R % PO�p,�fi"� <° Q' O z z
..-PAVERS a�� c�"' �° �a�' �,�>�9i � n �,ac �.� o + e �¢ a2 j� � �- ~ �
FOUND MAG NAIL AND WASHER STAMPED "RCE �' ., ,'��^Y , � , x \ � O
20858" SET IN TOP OF CURB APPROXIMATELY 12 � ^'�o � ` � a
FEET EASTERLY OF CURB RENRN ON °ti
NORTHERLY SIDE OF LINDEN AVENUE HAVING AN ac qc ac
( n� ��r ) }
ELEVATION OF 74.42 FEET, CITY OF BURIINGAME �'�•, ,:' ��� 1 lach = e it R'
DAlUM. �'•-._._ _; .% �'�,, �
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.., \�ti Z a
SSMH c� �" �"'
.-. _
------' "--
_'._-......
RIM = 1429 � -... IM H 16.27 Z
INV = 7.99 //
�ss ss ss ss__ SS ....s; -.__-._.ss ss—. ,�'Ss .._.. ._: 30s-------.�g:.� .____-ss fi_..-.-_ss ! ........._sk'"�� ss ss-,��, -ss �s-� s� ss -ss ss -ss �ss = 9.52 t.,.,a, m
INV �
� ,y . ,�,• O ��, � m
h� y}y DRAWN BY: RCS
/ LINDEN AVENUE � '•� ' ` ` µ __
DESIGNED BY: -
(59.75' R/W)
c� f f 'a + CHECKED BY: DGu
� �� ��� SCALE: 1•=8•
/
- � . � '` DATE: 08/16/16
�RAWING N0.
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SHEET
1 OF 1
I HAVE COMPLIED WITH THE CRITERIA OF THE WATER
CONSERVATION IN LANDSCAPING ORDINANCE AND APPLIED
THEM FOR THE EFFICIENT USE OF WATER IN THE LANDSCAPE
AND IRRIGATION DESIGN PLAN.
3'x4' VEGETABLE �'"2 �
BOXES
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\ TREE
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CONCRETE PATIO WITH �
BRICK BORDER, REMOVE L�z
EXISTING CONCRETE SLAB E�
PA
2� y�-z. 5�
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EJ = t/2' FIBROUS
EXPANSION JOINT WITH
MASTIC SEAL. SEE PAVING
DETAIL, TYPICAI
CONCRETE
PAVING
7'TALL'GOOD
NEIGHBOR' WOOD
FENCE
�TRASH AND
RECYCLING
CANS
IBRICK PORCH �
I AND STEPS ���z �
7' TA L' OOD NEIGH�OR' 6
�� WOODF�NCE ��2
113"
I �g �"TREE
36' WIDE WOOD GATE WITH 6' ��
TALL'GOOD NEIGHBOI#' FENCE
BETWEEN PROPERN LINE AND �
HOUSE. GATE TO MATCF{ FENCE, �—�
SELF-CLOSING AND LPITCHING.
HARDWARE, OMIT�ATTICE Q
I
CON�RETE DRIVEWAY 3
WI H BRICK BORDER. L-2
�2EMOVE EXISTING r
COrlCRETE DRIVEVJAY �
( PAVING /
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5' WIDE CONCRETE
I WALK WITH BRICK
IBORDER
PA = PLANTI NG -
— � AREA
42' TALL FENCE -
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MAPLE TO BE
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TRANSPLANTED
RED MAPLE
EXISTMG TREE TO 5" M
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PA TYPICAL
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L-2.0
4'-6'
z 4'CONCRETESIDEWALKTO
I L-2 PATIO AND SIDE OF HOUSE
4'-6'
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- � I � 2 DOWN TO WALK
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� �
6 36' WOOD WIDE GATE WITN 6' TALL
� 2 GOOD NEIGNBOR FENCE BETWEEN
PROPERTY LINE AND HOUSE. GATE TO
BE SELF-CLOSING AND LATCHING,
MATCH FENCE, OMIT LATTICE. Q
2
� PA
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MAPLE
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NORTH
� 2 T TALL FENCE ON
PROPERN LINE
FRONT SETBACK LINEQ
� 42" TALL FENCF�
TRANSPLANTED MAPLE
�:2 HEADER 80ARD
'-�- � � l// / \\\\\
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\ /i�/�� 26"Elm i
y
' /. I
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4 HEADER /�
\ ��2 BOARD /
� i
� DECONfP65ED GRANITE IN PARKING STRIP.
2" DEEP COMPACT�D'GOLD, FINE'
REMOVE EXISTING ELM TREE, PERMIT RE�UIRED
FROM PARKS DIVISION (650-558-7330)FOR �
REMOVAL OF ANY STREET TREE OR TREE OVER
48' IN CIRCUMFERENCE (PROTECTED TREE
REMOVAL PERMIT). THIS TREE HAS A 69' /
CIRCUMFERENCE. SEE PLAN7ING PLAN FOR 1
STREETTREE REPLACEMENT , r
GENERAL NOTES:
1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONS, THE
LOCATION OF ALL TREES WITHIN THE L�MIT OF WORK, UTILITIES, AND ALL SITE ELEMENTS PRIOR
TO BEGINNING THE WORK.
2. PERFORM ALL WORK IN CONFORMANCE WITH REQUIREMENTS AND OTHER APPLICABLE CODES,
ORDINANCES AND REGULATIONS. OBSERVE ALL SETBACKS SHOWN ON THE PLANS AND AS
OTHERWISE MAY BE REQUIRED.
3. THE LANDSCAPE ARCHITECT AND THE OWNER SHALL BE ADVISED 48 HOURS IN ADVANCE FOR
PERFORMANCE OF SITE OBSERVATIONS. THE FOLLOWING MINIMAL 08SERVATIONS ARE
REQU I RED.
- PRE-CONSTRUCTION MEETING.
- ACCEPTANCE OF FENCE FOOTINGS.
- ACCEPTANCE OF CONCRETE FORMS AND REINFORCEMENT.
- ACCEPTANCE OF FORMS FOR DRIVEWAY.
- ACCEPTANCE OF HEADER BOARD LAYOUT.
- ACCEPTANCE OF WOODWORK.
- ACCEPTANCE OF FINISH GRADING.
- ACCEPTANCE OF IRRIGATION TRENCHING AND LAYOUT.
- ACCEPTANCE OF BACKFLOW PREVENTION DEVICE, SPR.4Y HEADS, DRIP SYSTEMS
AND CONTROL VALVES TYPES AND LOCATION.
- ACCEPTANCE OF PLANT MATERIALS.
- ACCEPTANCE OF FINAL PLANT PLACEMENT PRIOR TO INSTALLATION.
- PROJECT COMPLETION.
- MAINTENANCE PERIOD COMPLETION.
CONSTRUCTION LAYOUT NOTES:
� 1. THE LAYOUT PLAN IS DIAGRAMMATIC ONLY, SHOULD A DISCREPANCY EXIST BETWEEN THE
PLAN AND ACTUAL SITE CONDITIONS, THE IANDSCAPE ARCHITECT SHALL BE NOTIFIED
IMMEDIATELY, IN WRITING, PRIOR TO COMMENCEMENT OF ANY WORK. THE
CONTR,4CTOR IS RESPONSIBLE FOR:
A. VERIFYING AND CONFORMING TO SETBACKS AND OTHER INDICATED DIMENSIONS.
B. LAYOUT OF ALL MAJOR COMPONENTS PRIOR TO STARTING CONSTRUCTION.
C. COOPER,4TING WITH LANDSCAPE ARCHITECT AND OWNER IN RESOLVING ANY
DISCREPANCIES AND MAKING ADJUSTMENTS TO AVOID ADDITIONAL COSTS TO THE
OWNER.
2. THE LANDSCAPE ARCHITECT SHALL APPROVE ALL STAKE UP AND FORM WORK PRIOR TO
INSTALLATION.
3. ALL CURVES SHALL BE SMOOTH AND CONTINUOUS AND ALL ANGLES SHALL 8E 90°, UNLESS
OTHERWISE NOTED.
4. WRITTEN DIMENSIONS SHALL PREVAIL. DO NOT SCALE DRAWINGS, UNLESS OTHERWISE
NOTED.
5. ALL RADIUS POINT DISCREPANCIES ARE +/_. ADJUSTMENTS IN THE FIEID MAYBE
NECESSARY FOR SMOOTH, EVEN LINES AND LAYOUT POINTS.
6. ALL DIMENSIONS START AT REFERENCE LINES, FACE OF BUILDING, DESIGNATED RADIUS
POINTS, UNLESS OTHERWISE NOTED.
7. CONTRACTOR SHALL INSTALL EXPANSION JOINTS WITH MASTIC BETWEEN ANY BUILDING
AND PAVING CONNECTIONS, AND BETWEEN EXISTING PAVING AND NEW PAVING.
8. CONTRACTOR TO COORDINATE SLEEVING (IRRIGATION, LIGHTING, DRAINAGE, ETC.) WITH
OTHER CONTRACTORS
LIGHTING LEGEND AND NOTES
I �- PATH LIGHi` VISTA PRE500-Z-LBSND, 5 WATT LED, 7
� FIXTURES
Y
UP LIGH1. VISTa GR-2216-Z-LASR. 5 WATTS lED
UPLIGH7 "�JRXTUR�S
� WALL LIGH I� VISTA SL 1246-Z-W-lC5ND, 5 WATTS,
LED LIGH �, 3 FIXTURES
T1
VISTA ES ^. SO-T-Z. 150 WATT TRANSFORMERS WITH
TIMER. INSTALL INSIDE GARAGE.
NOTES:
1. THE CONTRACTOR SHALL ADVISE THE LANDSCAPE ARCHITECT 24
HOURS PRIOR TO FIXTURE PLACEMENT FOR FIEL� COORDINATION
AND ADJUSTMENTS TO LAYOUT. IF A DISCREPANCY EXISTS
BETWEEN THE PLAN AND ACTUAL SITE CONDITIONS, NOTIFV THE
LANDSCAPE ARCHITECT IMMEDIATELY.
2. COOROINATE SLEEVE LOCATIONS WITH THE LAYOUT AND
IRRIGA710N PLANS.
3. CONTR4CTOR TO SIZE WIRES BASED ON ACTUAL WIRE PATH AND
LOADS.
4. USE MULTI-STRAND DIRECT BURIAL WIRE ONLY.
5. 120 VOLT POWER TO TRANSFORMER TO BE INSTALLED BY A
LICENSED ELECTRICIAN.
6. VISTA LIGHTIN6, WVJW.VISTAPRO.COM
, �� � � .
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SHEET INDEX:
L-1 LANDSCAPE CONSTRUCTION PLAN
L-2 LANDSCAPE CONSTRUCTION DETAILS
L3 LANDSCAPE IRRIGATION PLAN
L-4 LANDSCAPE PLANTING PLAN
L-5 WATER EFFICIENT LANDSCAPE CALCULATION
SHEET
REVISIONS BY
12-1-16 �
PLANNING
12-20-16 2
PLANNING �
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DATE:
9/26 / 2016
SCALE:
va„ _ �,_p„
DRAWN BY:
JA, AH
PROJECT #
2016-0980
SHEET
L-1
TOTALSHEETS: 5
10USE WALL
1/2' FIBROUS EXPANSION
MATERIAL BETNEEN HOUSE
AND PAVING, TOP WITH
MASTIC. TYPICAL
1'
„ 1'
!��
`i i,�.•��py �s._ ��
� 1 I / 1.� . . ���I
I �1 Iy� • . .��
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�.z8" STANDARD BRICK ON
MORTARBED.
RUNNING BOND IN FIELD,
STACK BOND FRAME EDGE
-�LUESTONE RISER
�RICK STEP
1f2' EXPANSION JOINT BETNEEN
PAVING AND STEP, SEAL WI7H MASTIC
' THICK CONCRETE PAVING WITH BRICK BAND
EDGE. CONCRETE WITH INTEGRAL CO�OR, TO
BE SELECTED TO MATCH HOUSE. MEDIUM
BROOM FINISH
1Y2' x i' TOOLED SCORE LINE, EOUAL
SPACING OR AS SHOWN ON PLAN
T.- _ tce�_, _ �_ — —�� °— �. �._
4" CONCRETE SLAE
qb REBAR � 18`
O.C. 2 WAYS
6' DEEP CLASS 2-
AGGREGATE BASE,
95% COMPACTED
�OMPACTED
SUBGRADE
— THICKENED CONCRETE
SLAB UNDER BRICK
-4' �EEP CONCRETE
SLAB
-014 REBAR AT �8' O.C. BOTH
DIRECTION
6'DEEP,95q COMPACTE�
CLASS 2 BASEROCK
�
BRICK PORCH, STEPS, AND PATHWAY SECTION
SCALE: 1/2" = 1'-0"
CONCRETE TO HAVE INTEGRAL DAVIS
COLOR. COLOR TO BE SELEC7ED �
� tYl' FIBROUS EXPANSION JOINT WITH MASTIC SEAL
(EJ). , DUST MASTIC WITH SAND. SEE LAYOUT
PL4N FOR LOCATION, AND NPICAL AT BUI�DING
AND CONCRETE OF DIFFERENT POUR.
CONCRETE PAVING, MEOIUM BROOM
FINISH, 12' TOOLE� SCORE LINE AS
SHOWN ON PIAN.
.Sx7' TOOLED SCORE LINE AS SHOW
ON PLAN, EASE EDGES 25'R
�------- -.-.-a --,----,
,-T� I 1-] H� -� I I�I 11_`, I I f-�." �
SECTION �
SUBGRADE TO BE 95%
COMPACTED
CONCRETE PAVING SECTION
- -��--�-
6'DEEP,95Y
THICKENED CONCRETE COMPACTED CLASS2
AT EXPANSION JOINT BASEROCK
SCALE: 1/2" = 1'-0"
TOP VIEW
1/2• - ��-0•
2z4 TREX HEADER 60ARD
(TAN) WITH tr.2x12 WOOD
LAWN STAKES, 4' ON CENTER
SIDE � OR CLOSER TO FORM
SMOOTHCURVES
� I=I I I— —I �_ :
I I�—I FINISH GRADE TO BE 1"
— II�II-
I -- LOWERONPLANTING
AREA SIOE, AND 1/2"
iI i
I .
LOWERAT LAWN SIDE
4 HEADER BOARD DETAIL
L_n SCALE: 3/4" = 1'-0"
L
2 PTDF BOARD
L TO POST
REDWOOD TOP CAP
z24 PTDF POST
2V HALF WAY
0 SOIL
PART GARDEN SOIL AND 1
PARTCOMPOSE
MSTALL GOPHER FILL PLANTERS WITH WITH 1 PART
WIRE UNDER BOX GARDEN SOII AND 7 PART COMPOST
2x6 RE�WOOD TOP CAP
DECOMPOSED � � � ' -- - - - -- --- --- --- - 2x12 PTDF BOARD
GRANITE PAVING, - - - - - - - - - �qG BOLT TO POSTS
SEEDETAIL ...��� --------- -
iI illiJL11llllli 1`� _i� 4zbx24 PTDF POST
'T� I f: � I I- - BURV HALF WAV
i'.�=��� �il�'' INTOSOIL
i�
SECTION / ELEVATION
t/2• = t.�0.
rJ PLANTER BOX DETAIL
L-Z SCALE: 1/2„ = 1'-0"
2X4 RDWD TOP RAIL
FASTENED TO POST W/�
GALV. NAILS
4X4 PRESSURE TREATE �
DOUGLAS FIR NO.i POST.
1X8 REDWOOD FENCE
BOARD,'I"OVERLAP �
2x4 RDWD BOTfOM RAIL— -
2xt2 PTDF'KICKER' BOARD
AT THE BOTTOM OF FENCE
secTioN
-�
2X4 REDWOOD
TOP RAIL
1x8 REDWOOD
FENCE BOARD, NOTE: IN FRONT VARD SETBACK �
OVERLAP 1" AREA, FENCE TO BE 42' TALL 'Z
I I ONLV, SOLID WITHOUT LATTICE �
z4 PTDF q1 POST
�2x4 RDWD 1
BOTTOM RAIL
—<x4 PRESSURE TREATED
DOUGLAS FIR POST, 8' O.C.
AT SLOPE, STEP FENCE
2x12 PTDF'KICKER' BOARD
AT THE BOTTOM OF FENCE
ELEVATION
PLANTING
FINISH GRADE
BRICK BAND 4' THICK CONCRETE PAVING WIiN BRICK BAND
EDGE. CONCRETE WITH INTEGRAL COLOR, TO
BE SELECTED TO MATCH HOUSE. MEDIUM
BROOM FlNISH
1/2' z 1' TOOIED SCORE LINE, EQUAL
SPACING ORAS SHOWN ON PLAN
4 e��T—�--�--�.
— COMPACTED
SUBGRADE
THICKENED CONCRETE
SLAB UNDER BRICK
DRIVEWAY PAVING SECTION
4' DEEP CONCRETE
SLAB
#4 REBAR AT 18" O.C. BOTH
DIRECTION
8" OEEP COMPACTED CLASS
2 BASEROCK, MIN.4" DEEP
ONBEDROCK
SCALE: 1/2" = 1'-0"
2X4 RDWD TOP RAIL
FASTENED TO POST W/
GALV. NAILS �
ix1 RDWDTRIM PIECE, BOTH SIDES
OP FENCE, TOP AND BGTTOM
0
XX 2' RE�WOOD LATTICE ON TOP 12" ��
0
OF FENCE, ATTACH WITH ix'I TRIM f9 ��
�LL�
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4X4 PRESSUR w � Z
TREATED DOUGLAS FIR � w �
N0.1 POST. m z �
1X8 REDWOOD FENCE . m� w
BOARD, t" OVERLAP � � �
��a
Dc4 RDWD BOTTOM RAIL F a
2x12 PTDF'KICKER' BOARD— _ n�
AT THE BOTTOM OF FENCE
1• ��
�
SECTION I z4 PRESSURE TREATED
DOUGLAS FIR POST B' O C
��
AT SLOPE, STEP FENCE
ELEVATION 2x12 PTDF'KICKER'
BOARDATTHE BOTTOM
OF FENCE
GOOD NEIGHBOR WOOD FENCE 7' TALL AND 42" TALL
��
t .
dX4 PRESSURE
TREATED DOUGLAS FIR
FENCE POST
—PITCH TO
DRAIN
FOOTING,
2500 PSI
p,4�5CAPE �
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ENCLOSE
POST FOOTING DETAIL POST IN
CONCRETE
SGALt: 1/2" = 1'-0"
�
2X4 REDWOOD
TOP R41L
XX 2" REDWOOD LATTICE
ON TOP 12" OF FENCE,
ATTACH WITH 1x1TRIM
1x8 REDWOOD
FENCE BOARD,
OVERLAP 1'
�2x4 RDWD
BOTTOM R41L
REVISIONS BY
12-1-16 �
PLANNING
12-20-16 2
PLANNING �
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DATE:
9/ 26 / 2016
SCALE:
DRAWN BY:
JA, AH
PROJECT #
2016-0980
SHEET
L-2
TOTALSHEETS 5
IRRIGATION LEGEND
SYMBOL DESCRIPTION
TORO 570 MPR 10' SERIES, INSTALL HEADS ON DOUBLE
SWING JOINT, 4' AWAV FROM HEADER BOARD AND
� � PAVING.
10�,tOH
TORO 570 MPR 15' SERIES, INSTALL HEADS ON DOUBLE
SWING JOINT, 4' AWAY FROM HEADER BOARD AND
`I' PAVING.
W �/ � 15�, 15H, 15F
PEPCO OCTA-BUBBLER AND QUADR4-BUBBLER. USE BLUE
PORT FOR 1 GALLON PLANT, BLACK PORT FOR 5 GALLONS,
RED PORT FOR 15 GALLONS. INSTALL HEAD ON SCH. BO
RISER. INSTALL BUG CAP AND STAKES FOR TUBINGS.
� m OCTA-BUBBLER,QB-BUBBLER
RAIN BIRD 18" DEEP ROOT WATERING TUBE WITH
Q .50 GPM BUBBLER AND GRATE. RWS-M-B-C-1402.
---------- INSTALLiPERTREE
t"DIAMETER SCHEDULE 40 PVC IRRIGATION MAIN
LINE, BURY 18" DEEP.
CLASS 200 PVC LATERAL LINE, SI2E PIPE AS NOTED.
i/2"— BURY12" MINIMUM.
FEBCO 825YA BACKFLOW PREVENTER, 1" SIZE,
e INSTALL ON COPPER RISER, 12" ABOVE FINISH
GRADE.
� WEATHERMATIC 21000 SERIES CONTROL VALVE, SIZE
AS NOTED, LOCATED IN VALVE 80X BEIOW GRADE.
�INDICATES VALVE STATION
3/4"F INDICATES VALVE SIZE, F='WYE' FILTER
10 GPM INDICATES FLOW RATE IN GPM
3/4' BRASS HOSE 81B ON 3/4" COPPER RISER.
ATTACHED TO WALL, FENCE, or 4X4 PTDF POST IF
�HB SHOWN IN L4NDSCAPE, i6" OFF FINISH GRADE.
� IRRITROL MC-8E WITH CL-100-WIRELESS (CLIMATE
C LOGIC KIT). MOUNT WEATHER
SENSOR(fR4NSMITTER TRASH ENCLOSURE FENCE)
NOTES:
1. CONTRACTOR TO TEST WATER SUPPLY FOR AVAILABILITV OF 35 GPM AND
VERIFY MINIMUM S7ATIC WATER PRESSURE OF 55 PSI AT POINT OF
CONNECTION.
2. INSTALL ALL SPRINKLER ON DOUBLE SWING JOINT AND SET HEADS 4° AWAY
FROM WALK AND HEADER BOARD, 12" AWAY FROM DRIVEWAY OR HOUSE WALL.
3. CONTRACTOR TO ADJUST ALL HEADS FOR PROPER COVERAGE AND TO AVOID
OVERSPR4Y.
4. TEST PIPES FOR LEAKS BEFORE BACKFILL.
5. INSTALL 4" PVC SLEEVE UNDER PAVING, COORDINATE WITH OTHER
CONTRACTORS.
IRRIGATION STATIONS INFORMATION
�
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3/4"P 1'
7 GPM 14 GPM
5
3l4"
7 GPM
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/ 13"
/ TREE
I ��
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�cheli � � �� �Q 6' Michelia
� I � o O \ �1/2' //
s � � � tl2" /
..� 1/2' Y � � 1/2"
,�.- �� vr
1/2" 1" ' � 1' V2"
1"
1 /2" ,n. 3/4' t l2'
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3/' i /i .\
1/2' i / �� \
1/2° � 1l2" i � � � � \
� / �� \
J / � \
�n• = '" �?"�� i 1
��
1/2 i�� % ��� \ � �/�//�i 26"Elm i
/�'� \ �` 1�iy �
/2" 1�2�� � '�,y � 1/2" \\y i �" �g "� . \\ J �,,,%� '� ~J/� /
/ � � � /C � i
\ ��'`o .`/'%' � i
�/'' �/ \\ >� � � � � � �
�� � � yf s ��;� i �__
� � �' -;/�,-.' ' .
\ \ ,�- -�: -✓/r POINT OF CONNECTION, TEE'
� � � OFF NEW DOMESTIC WATER
' \ \
��� � � ��� `I MAIN LWE. TEST WATER SUPPLY
� � � 1�;%% f`\�O��j P.v� FOR AVAILABILITV OF 35 GPM
� � `' AND VERIFY MINIMUM STATIC
�' � WATER PRESSURE OF 55 PSI AT
� y POINT OF CONNECTION.
/� ��� /
,� � B" TREE �I
\ %t �� �f
� �"~ ~/ NORTH
:�__�
y,.,,, � '. � �
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REVISIONS BY
12-1-16 �
PLANNING
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DATE:
9/26/2016
SCALE:
1/8.. _ �,_�„
DRAWN BY:
JA, AH
PROJECT #
2016-0980
SHEET
L-3
TOTALSHEETS: 5
IRRIGATION SCHEDULE NOTE:
1. IRRIGATION SHALL BE LIMITED TO THE HOURS OF 10 PM TO 6 AM.
i'—��
_J
SITE DATA
PLANTING AREA: 2,012 SF
TREES PROPOSED: 5 ON SITE, PLUS
1 STREET TREE
PLANTING LIST
PLANTING NOTES:
1. Before planting till the following matenals into the top 6" of soil (for each 1,000 S.F.):
a. 6 cubic yards greenwaste wmpost
b. 10 LB ferlilizer (N16/P6/K8) w/ 2% iron
c. 5 LB sulNate of ammonia
2. The site shall be graded to within 1/10 of a foot of grades shown on greding plan and top soil in place pnor to
start of fnish grading. The wniractor at that Ume shall raview the grades for acceptance. Soil areas adjacent
to building shall slopa away from building and low spots and pockets shall 6e graded to drain propedy. Finish
gratle in shmb and groundcover areas shall be 1" below adjoining paving or header, and %" balow at lawn
areas.
3. Mulch all planted areas with a 3" thick layer of inedium recycled wood chips as specified on Landscape
Layout Plan. Provide sample for Landscape ArchitecCs approval.
4. The Landscape Architect and tha Owner reserve the nght to reject any or all plant matenal, if such malenal
does not meet the Amencan Standerds for Nursery Stock (AN51). Plant materials shall be gueranteed against
latent defects, injuries, pasts, diseases or death of plants due lo improper planting. The Contractor shall
promptly replace plants that have diaG or are not in a vigorous, healNy condition with planls of the same kind
and size as onginally specified at no expensa to the Owner.
5. Plant locations are diagrammatic, and are subject lo change in the feld by the Landscape Architect. The
Landscape Archited and Ihe Owner reserve the righl to make substi[utions, addi6ons and deletions in planting
schetlule while the work is in progress. Such changes shall be accompanied by equiteble adjustments in the
conVact price, if and when necessary.
6. Landscape Architect to approve plant locations prior to planting.
7. The Contractor shall maintein tha site for 60 calendar days folbwing the acceptance of the work by the
landscape amhltect, and shall make wrtections, repairs, and replacements to the plantlng and iMgation, if
needed, as recommended by the Landacape Architect et the completion of the maintenance period.
8. The Contractor shall be responsible to continuously maintain g2des, plant matenal, and irrigetion through Ne
maintenance period until fnal acceptance of the work by tha Ownec The area shall be kept free ot debns and
all planted area shall be weeded and cultivatetl at intervals o( nol more than 2 weeks. All planteE areas shall
receive a complete ferlilizer, i6-6-8, at the rate of 1 pound per 1000 sqaare feet, once a month. Watenng,
spraying, and pest control, as may be required, shall be induded in Ne maintenance penod.
9. The Contractor shall be responsible for the adequate proteclion of the improvements. Damaged areas, such
as spnnkler heads or plant materials, shall be replaced or repaired at no additional eupense to the Ovmer.
10. All nursery slakes shall be removed at the time of planting. Stake each tree using 2 lodge poles antl rubber
tree ties.
7. Lawn to be double dwarf fescue sod ('Medallion Dwart with Bonsai) from Pacific Sod Company.
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TOTALSHEETS: 5
1. WULCO CATEGORIES OF WATER NEEDS: VL= VERV LOW, L=LOW, M= MODERATE, H= HIGH
WATER BUDGET CALCULATION
HYDROZONE INFORMATION TABLE
Irrigation Irrigation Hydrozone P�ant Hydrozone IE (PF x HA) / IE
Zone Method Factor (PF) Area (HA)
1 SPRAY HIGH 0.8 191 0.75 204
2 SPRAY HIGH 0.8 644 0.75 687
3 DRIP LOW 02 572 0.81 141
4 DRIP MODERATE 0.4 605 0.81 299
TOTAL pp�z 1331
SLA 43
Ma�cimum Applied WaterAllowance (MAWA)
MAWA =(ETo)(0.62)(0.7 x LA) +(0.3 x SLA)
Calculations:
MAWA = 43 (0.62) [(0.7 x 2012) +(0.3 x43]
MAWA = 26.66 (1408.4 + 12.9)
MAWA = 37892
Mauimum Applied Water Allowance = 37,892 gallons per year
Estimated Total Water Use (ETWU)
ETWU = (ETo)(0.62)[(PFx HA)/IE+ SLA)]
Calculations:
ETWU =43 (0.62) (1331+43)
ETWU = 26.66 (1374)
ETWU = 36631
Estimated Total Water Use = 36,631 gallons per year (< MAWA)
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PROP05�D LOWER LEYEL FLOOR PLAN
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E)CTERIOR GOVER�iJEi
R'(03.1 6eroral.Extorlor walis shall provide the bulldirw with
a weather-reslsta�t exteNar wall urvalope. The exterlor
wall emelope ehall Indude flashing as descr�ned In 5ectlon
RT03.4
K103,1.1 Woter resbtmce.Tne euterior wall envelope shall
be designed �d constructed In a mmner that prevents tho
accurtvlation of water within tha wall rssembly by provldfng
a water-rasletmt barlar behind the oxteNor veneer as
reo�ured by 5eetlon R'1032 crd a mecros of c'rafnlr�y to the
e�herior water that enters the assembly. Protectlon a9airet
condersatlon in tha e�srior wall assambly shall be
provided In accordmce with tha GalHornia Erorc,y Gode.
Excepkbro:
A weather-reslstant extcrior wall erveloPe shall rot kx
roqu�rad over wncrete ar Masanry walle deslgned In
qccordawe wlth Ghapter b and flashod according to
�x.ctia� R103.4 ar R103B
Ri03.i3 WATER- RE515TIVE BARRIERS
Water-resistive barriers shall be instnlled as
rpooired In Sectlon R7032 and, where applled
ovor wood-based shoathlr�, shall include a water
- reelstive vapor-permeable bp^rier with a
performance at least equlvalent to two layers of
6rade D paper.
�ceptlon: Where the wator resistive
barcler that Is applled over wood -kxased
shoathing has a water reslstance equal to or
greater than that b0 - minute Erade D paper and
is separated from ihe stucco by an Inkervening,
substantlnally nonwater - absorbing layer or
dralnage space.
FLASFflty6
Flashing's shall be V�stalled in a mannsr that prevents
moiskure fran entering tha wall and roof tMwgh �oists In
copings, thra� moisture pormetQ�le materlale and aE
Intereectfais wlth parapet wails ad other penekratlons
through the roof plcmo. In addition to exlerior door and
window assembiias, flashing shall be Inskallod at
penetratlons md tarminatiorn of axterior wall assomblies,
extaria wall Iritersectlore wlth rooPs, chNrneys, porches,
decks, balconies and simllar pro�ectlae crd at bullt-In
gutters c�d simllar IocaNan where molsturo could enter
thc wa��. lFca032)
Nhere flashing Is of inetal, Eha metal shall be corroslon
reslstant with a thlckncss of not less than 0.019 Irich
(O.� (No. 26 galvavzed sheet7. (R9032.0
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R'703b EMeriar plastor. Irotallatlon oP theeo mattrlale
shall b� In conpllance wllh ASTFt G 926 and ASTM G
1063 cnd the provblcro of this code.
R'103b.1 Lath. All lath dd lath atlachmenta shall be
0{ GOf�091011YG919tOftt mQtOrIO�S. E%pQIC�OG� IM}{!� Of
Noven wiro lath shail be crttached wlth I f Inch-lor�g
f38 rm�, II yaye natis hwhg a'1/Ib-inch lII.I mm)
head, or i/&Inch-long (222 rtvn), Ib gaga stcples,
spaced at na maro than 6 luhas (152 rtrrt), or ro
otherwNso q�provcd.
Kt03b2 Pimter. Plastering wlkh porticnd tomerh
plaster shall be rot less thrn th-ea coats v�hen
appiled o�x motal Iath ar Nt0 Iath md shall be rat
lese ktan 4vo caats when applied wor mworry,
cancrete, pross�,royreeervatNo treated woad or
decay-ro�letmi riood as epecMied In Soctlan RiIT.I
ar g�pr�rn backlny. IF the plcater eintace le
compbtely covarod by veneer a otMr Paclr�
matarlal or b u�mpletcly cancealyd, plastor
�pltcakbn roed tx only two coaks, p'ovMed tho
total thkknoss Is m sct forth N Tctlo R702.1 (U.
Q� wood-trar� wreWctlon wltl� m on-t�qdo
Ploor sld� xptom, exGerlar pimter shall be tu�lbd
to cover, Wt rot eztend beloH, lath, paper and
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V�P SGRE'fD NOTE:
" A minimum 0.019 - Inch (05 mm) (No. 2b
galvanized sheet gage), corroslon- resl�tant
wer,p screed with a minimum vcrtical
attachnent flangc of 3'/, (89 mmJ
shall be provided at ot below the
Poundation plate Ilne on �xterior stud walis
In accordance wlth ASTMG 926. The weep
screed shall be placed a minimum of 4
inches (102 rm� above the earth of 2 Inches
(51 mm) abovc paved areas and be oF a
type that will allow trapped water to draln
to the exterior of the bullding. The water
-resistive barrler shall lap the attachnent
Plange. ihe exteNor lath shall cover and
terminate on the attacMncnt flange of the
weep xreed. (R103.12.0
�X BL.00.KIN6
2X LECfiEt �
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PLIR�IN6 NOTCS:
All aly ducts, Plumbing vents, and flues shall be
PROP05�D �RONT EL�V,4TI ON �o���d, where possible , to a single terminatlon
xN.�: Y,= i,-0• and Installed on the portlons af the roof not vislblo
from thc street ; cmd that these venting dotalls
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EXISTIN6
ExTER�OR
ELEYATIONS
SEGTION "A—A"
Me� 06.26Ji
S`d°� V4'=I'-0'
7es�� N1
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Site DevelopmeM
4.106.2 A plan i: developed and implernented to
manage storm water drainap,e during consauction.
A1063 Construction plans shali indicatc how site
�adin�; � �� ;, dt.,ine�� ,ysinm .Jill inana�n nJl s�,ct:�ue
�z.�.r iloic �[ 1.� ap �e��[ei f.. . i.ring F d!r�.,;s.
4.10&4 Nrovide capability fnr electric vehide
charging in one- and two-hmily dwellings and in
townhouses wiih attached pnvate garages, and
3 permnt of total parking spaces, as specified, for
Mul[i-farnily dwellings.
ENERGY EFiIC1ENCY
General
a.zox.i a��nd��� me�c �� P.�Reds ci,r �N��,��Pme�cs
of ihe California 6uildin� Energy Etficiency StandaMs3.
WATER EfFiCIENCV AND CONSERVATION
Indoor Water Use
4.303.1 Plumbing fixtures (water closets a nd urinals)
a�d t�cu,��s �r,��<��s a�,d si,��wP�nea�i.� i��scauPd ��,
resicl.entiai 0uildings shall comply wich the preuripNve
reqwrements of Sections 430311 throuqh R303.1.4.4.
4.3032 Vlom6ing fixtures and fittings required In
Section 4.3031 shall beinstailed In acrordance with
thz Callfornia Plumbing Code, and shall meet the
applicable referenced standards.
Outdoor Water Use
4300. i, Automatic irrigation systems controllers
installed at the timz of final�inspection shall be
wcaN�icr or soil rnoi;ture-based.
A.504.3 Carpet and carpet systems shall be
cumpiiantwiih VOClimitz.
4.504,4 80 perceniotfloor area receiuing resilient
flooring shall mm ply with speciFiecl VOC criteria
A.504.5 Particleboard,mediumdeniityfiberboard
(MOt) and hardwood piywood used in interior (inish
systems shall comply with luw formaldehyde. emission
standards.
Intrrior Moisfure Controi
4.505.2 Vapor retarder and capillary 6rea4 is installed
at slab-on-grade toundations.
4.5053 Maisture mntent nt buiiding materia ls used
iri wall and flour framing is checked beforP epclosure.
Environmental ComFort
4.507.2 Uuct systems are srzed, des gned, and
equipment a selected ui n; the follow ng methods:
Establish heat�loss and heat ga�n values according to
nnisi{accr z ma��ai �-mai or eq���aie�t.
Size duct systems acmrding to AN51/ACC:A 1
Manuai D-20W or equivalent
Select hrat�ng and cooi ng equ pmeni according ro
ANSI/f,C� 3 Manual S ZW1 or equ-valent
InsGller and 5pecial Inspecior Qualifications
qualificatiuns
702.1 HVqC system mstallers are trained and certified
in the proper'r�staliat on of HUAC systems.
702.2 Spec�al mspectors employed by N f rcin�
agency musl be qual fed and able to dem strate
compe[ence in the d sc pime they dre nspeci ng.
V2�IiICdtiOM
7031Ver�ficationoFmmphancewiH th� odemay
�nclude constmct on d umentr, pla p�fi tons
builder or mstaller rertif�abon, insp rtion reports,
or other methods acceptable to the enforcin� a,r,ency
which show su6stantiai mnformance.
RESIDENTIAL MANDATCRY lAEASURES
raa�E asw.i
A�HESIVE VGC LIAt�T''�=
L W e i L Exempt C p ds In G p� L ter
�'�, C l 1 0. PLIf,A I N CURRFMVOCLIMIi
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TABLE �.5062
SEALANT VOG LIMIT
loss Wa!ar anE Losc Ecempt Conpounds in Grems pw Lltw
iEALANiS CURREN YOCLIM?
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TABLE 4.500.3
VOL f.ONTENT LIMITS FOP 4RCHREGTt1RAl GOATINGSa�
Grema of V9C per Ltter M Coating,
l Wat tlL FzamPt.G inppunCa
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rioaa.
„�� , �EM' TOt3 CALIFORNIA 6PEEN BUI4DING STANDAFDS CODE
2013 CALIFORNIA GREEN BUILDING CODE
RESIDENTIAL CHECKLIST
f�r�ur re,idee�lat budlelPnrts�'mirsY b� d�=signed Yo lncFGde el�e Green �3uildJng mantltrrdry
mEcrs�ures spec(�re€f ih fftis ch�ckF;sr. Th�se Green 8urldi�x� mandainrp met��vres nfso
ap�ity t4� additi�ani ar atterorfare �pf �xrstinp r rdentia7 Duridritqs Wf�ere tft� rrdttit crn pr
r�$esation tncrecses the Uuitdirigs epntirtroned arecr, palume, ar siz�. Thesa requt�QlttenTs
appty aniy tcrthe spe�if� ar�a of addi�re�n ar a,terotior�.
Building Permit Number:
Site Address: 746 LINDF.N AVB.
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REVISIONS i
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SHEET NO.
' I I CG-1
In Yhe colum» lobeled "Plan Reference"