HomeMy WebLinkAbout620 Trenton Way - Plans-T� - I- - I I - - 1 --
Abbreviations Green Building Measures Construction Hours
.. . . . _- - _ ._ . - _ _- __ '_... ___ ._.... _'" ____ . ... __ -._.. _ . .__- -_._ _ _ _
, A.ix. l.cnor C�c t �fp I,otln� c� .,�� h Geen Buld g M dolory Aleosues Checqlsl �II be submitled w/ Build'nq Permi� submlttal.
d ' 9 No pe son shall e ect (includ ng excovatbn ond grading), demohsh, alter,
'" �ti ,h�lt Con�rete =�i-f f ulure S.C. �o�.�d C„re f" :is �a , 2 b '�:wg i � c�'rr N�. ns -'on or repa r any building or structure other thon betweer the following hours
ADJ. Ad ustable S.O.V. Shu[ Of( Valve hol wme p� y�nsulalo s speif E In LfL S;on E09.71 P 9 y publ'c heolth
1 ezce t in ihe case of ur enl necessit in the inlerest of Additions and Alterations to
ALUM. Alum'num G.I. Galvanized Iron S.S. Sewer 5 tem New ihrd porty HERS verfcalon lor venCloton and indaor air quality
Ys ond safety, ond then only with priar written opproval from the Building
ANCH. Anchor GA. Gouge SCH. Schedule Woter Efficienry and Conservolion Officiol, which opproval shall be granted for o period not to exceed three
APPROX. Approximately GALV. Galvanized SEC. Section Plum6in fixtures aler closets antl urinals II com I th Ihe followin : days. Holidays are the first day of January, the third Mondoy of January, �
� ARCH. Architectural GL. Glass SHT. Sheet 9 (W ) WI PY WI 9 To rm e R e s i d e n c e
1. 1he elfective fWsh volume of nll waler closels will nol exceed 1.28 gal/flush. 2019 CCC 4.70J.1.1 the third Monday of Februory, the last Mondoy of �Aay, the fourth doy of �
ASPH. Asphalt GR. Grode SHTHG. Sheathinq July, the tirst Manday of September, the second Monday of October, the
2. The efleclive flush volume of urinals will not esceetl O5. gal/flush. 2019 CGC 4.SOS.12 The
SPEC. Specification eleventh day of November, the fourth Thursday in November and the
tittings lor taucets and showerheods sholl mee! ihe following standards: 1.5 CPl� lor faucels and
�.U. Duilt-Up H.B. Hose Bib SP�. Splosh twenty-fifth day o( December. If lhe first day of January, the fourth doy
2.0 CPM (or shawers. 2019 CCC 4.703.13 and 4.303.1.4
BD. Board H.C. Hollow Core TA. S -
5 toUon of July, the eleventh day of Novambar, or the tweniy fifth doy of 620 Trenton Way
BLDG. Buildln H.M. Hollow Metal T. nh n 0 r hilit an R M i . I r I r I m6 r falls u n n h f II n h li
g S D Standard E a ced ua y d educed an�enonce� Mnua spoces omund pipes, eectic ca6es, canduils, Dece e po o Su doy, t e o owing Mo day Is a o day.
BLK. Block HR. Hour STRUC. Structural or ather openings in sole/boflam plates at exleriar walls will be mdent-praofetl hy clasing such
BLKG. Blacking HT. Height SUSP. Suspended openings wdh cement mortar, cancrefe masonry, or similar mefhod accepta6le to enfmcing agency. Construction hours per the City o� Burlingame Municipal Code 17.07.110
BM ee°m Z°,9���44°fi, Burlingame California
BOT. Bottom I.D. Inside Diameter T.O.C. Top Of Concrete Mondoy through Fridoy: &4M to 7PM �
Corelruclian Waste Redudion �is al iM R in : A minimum of fi0R of he nan-hax rdou
I.D.F. intermed. DisL Frome T.O.P. Top Of Pavement , 7os a ecyd g 1 a s Saturdays: 9AM to 6PM
C. Candui consWction demo6tion woste enerated a! the site will 6e dive�tedto on offisle re cle diversion ar
t I.E. Invert Elevation T.O.S. Top Of Sidewolk 9 �Y � � Sundays and Holidays: No work
C.B. Catch Basin INSUL. Insulation T.O.W. Top Of Wall solvage facility pei City af 8udingome Ordinance i7704 and 2019 CGC Seclion 4.408
C.I. Cast Iron INT. Interior Construction hours in the City Public right-of-way ore limited to APN # 029-165-210
C.J. Cons[ruction Joint Bu�iy Maintennnce and Dperolion: M apemGon and mnintenance manuol will be pmvitled lo the weekda s and norCit Holida s hetween 8:00 AM ond 5:00 PM.
INV. Invert build'n occu a t ar ownec P019 CGC 4.410.1 Y Y Y
C.O.T.G. U.O.N. Unless Otherwlse 9 p"
I q� Out To Grade �,H. Joist Han er Noted
CAB. aPb et 9 Freplares: My qos freploces will 6e direcl-vent, sealed-wmbustahle type. 2019 CCC 4.503.1
CEM Cement JAN. Janitor
CLG. Ceiling JT. Joint W Waste Pallutont Conlyd
CLO. Closet . K'.C. Wate� Closet 1. At the fime o� mugh ins(allolion, durinq slorage on the constmclion site, and un�il frwl stotlup
CLR. C�ear �M. Lammote W/ With af the healing, coaling and venlilolion equipmenl, oll duct ond other related nB d'slributian
COL Column �V. Lavotory yy�0 Wilhout wmponents wBl be cavered w/ lnpe, plastic, shrel metol, or other methods occepta6le lo the
COMP. Composition LT. Light WD. Wood enforcing agenty la redure lhe amounl o( woter, dust, or de6ris lhal may enter �he system.
CONC. Concrete MAX. Moximum WP� 'n'aterproof Z019 CGC 4.504.1
CONST. Construction M.D.F. Main Dist. Frame WT' 'Neight 2. Adhesives, sealonls, ond caulks used on the prqect shall follaw local and regional oir pollution or
CONT. Continuous aii quaGty management dislrid slondards per 2019 CGC 4.5042.1
MEMB. Membrane 3. Poin;s ard cootings will comply with VOC limils per 2019 CGC 4.50422
- CORR. Corridor MFR. Manufodurer 4. Pemsol pninls and coolings will meel the Pmduct-wighled AIIR limils for ROC ond other
CTR. Center MIN. Minimum ' ments. 2019 CGC 4.50/23
CTSK. Countersink MIR. Mirror reqwre
CW Cald Woter 5. �ocumenlation providetl thot verifes mmplionce with VOC finish materiols. 2019 CCC 4.504.2.4
M.O. Mosonry Opening 6. Carye� syslem inslolled 'm the 6uilding in�erior will meet testing ond produd requirements �ound in
�.5. Downspout MTD. Mounted the 2079 Colifomin Green Building Code. 2019 CGC 4.504.2.2
D.S.P. Dry Standpipe MTL. Metal 7. Where resilienl (looring is inslalled, at leost 8�% ot the Iloor area receiving resilient floarinq will
DBL Double MUL. Mullion camply with the Calilomiu Green Building Code requirements. 2019 CGC 4.504.4
DEPT. Department B. Hardwootl plywootl, padicleboard, ond medlum density fberhoard camposile waod producls used on
DET. Detail N North the interior and exterior ol the huiltling will comply with the low farmaldehyde emission slandards.
DIA. Diameter N.I.C. Nof In Contract 2019 CGC 4.5045 -
NOM. Nominal
DIM. Dimension Inlenor Moistua Con�ml: A capillnry brenk will 6e instolled if o slab on gratle loundation system is
DN. �own N.T.S. Not To Scale used per 2019 CGC 4Sa22. Bldg, materials wilh the visible signs af waler damage will nat 6e
DWG. Drawing inslalled. Woll and floar Iraming will nol be enclosed xhen the Iraming mem6ers exceed 19R moisWre
O.C. On Center content Idoislure content will be verilied prior to finish moterial being applied per 2�I9 CGC 4.505.3.
EF. Exhaust Fan O.H. Overhang
E.J. Ezpansion Joint OPG. Opening IMoor tir Ouollly ond Erhausl
E.P. Electricol Ponel OPP. Opposite I. Exhaus� lans that ore ENERGY Slor-compliant, ducted, ond thot lerminale outside the 6uilding will
EA. Each 6e provided in every 6athroom. 2019 CGC 4.506.1
ELEC. Electricol P.LAM. Plastic Laminate 2. Unless fwctioning as a companent ol a whale-Irouse ventilatian system, fons must he conlwlled
ELEV. Elevotion PL Plate 6y a humidislol. 2019 CGC 4.506.1
EMER. Emergency PLAS. Plaster Em'vanmerAal ComfoA
E.N. End Nailing PLWD. Plywood The heoting and aircandilioning rystem has 6een saed, designed, and hare Iheir equipment selected
ENCL Entlosure PR. Pair using the folloMing methods:
EQ. Equal PTDF Pressure Treatetl 1. Heat Loss/Heal Coin volues in accordance With AN51/ACCA 2 Mawal J-2016 or equivolenP,
EOUIP. Equipment Douq�as Fir
2. Duct systems are sized occo�ding lo PNSI/ACCA 1, IAanunl �-201fi or equivutenl;
P.A. fire Alarm R.O. Rough Opening 3. Select hen�ing and caoling equipmenl in accordance with ANSI/ACCA 3, l�anuol 5-2014 or
F.D. Floor Droin R.W.L Rain Woter Leader equivalenl. 2019 CGC 4.507
F.E. Fire Extinquisher REF. Refer To: Instolkr Special Inspedor pualificotbn: HVAC system installers will 6e troined and cedilied in �he proper
F.P. Fireproof REINF. Reinforced
FDN. Foundation REQD Required installation of HVAC syslems and equipmenl by o recagnized tmining/cedifwlian pioqram per 2019
FIN. Finish RESIL Resillent CGC 7021. When required by Ihe enlorcing agency, shall employ Speciol Inspttlors. 2019 CGC 702.2
F.O.C. Foce Of Conc RM. Room VeiTcatiar. Upon requesl, verifimtion ol compliance w/ this code moy include canstmdian documents,
F.O.F. Face Of Flnish RWD. Redwood plans, specitications, builtler/installer ceAitica�ion, inspedion repods, or other melhods acceptoble to
F.0.5. Poce Of Stud the Building Oiv �hnl show su6sfanllal canlormance w/ the 2019 Code requiremenls. 2019 CGC 703.1
FRMG. Framin
° General Notes Sheet Index Project Directory Scope of Work
;
These �mwin s and lheir mnlent are and shall remain lhe ro ed ol �ieilln Termnes The Confmdor shall include and im lement all eAinent re uiremmts ot lhls m ecf as set lodh in
, 9 p p y g p p q p � Per 58 407 (2009), oll non-compllanl plumbing fixtures sholl be replaced with water conserving Qe��a� Owner Nterations and Addition ot Firsl Floor
� Mchilecture whelher the project for which they were prepared is execuled or nol. ihey ore not lo any contlilians of approvol altuchetl to the praject by governing ngencies. These condllions shall (ixtures. A0.0 Directory, Vieinity Map, Abbreviations New Second Floor
he used 6y any person olher Ihan Ihe Owner ar for any o�her projttl or extension lo Ihls pmject become a porl of the Conliacl Oocuments. General Noles, Index PaMela i Gdlfln7mmey
' ercept 6y ogreemen! in wnting with Ihe Architect. Project s considered o New Building per Budingame l�unicipal Cotle 18.07.020 and shall camply with 620 Trenton Woy
Sile Examinotian 2019 Cahforna Building Code. CNtl Burlin ome, Colifornia 94010 "" l db � �� �'�'�,
ihe Arehitecl expressly reserves his common law capyrigh! and other propedy righls reloting ta The Conlraclor shall Ihoraughly eKomine lhe site and sotisty himself os fo lhe conditions under which 9 I� iy� `"�" �y .>'� � I �, ��
these �rowin s and fheir contenL These Dmwin s are not to 6e re mduced, alteretl or athereise (he Work is to 6e edortned. The ConUactor shall veri ol the site oll measurements and condilians Due to lhe erlensive na�ure al this consUuction C1.0 Site Survey Voice: (503) 701-6765 � p a .,,y '�,.
9 g p p fy project, lhe Certificate of Occupancy will be . y,.,
matlified in on manner whotsoever ecce t b !he achlteci. ihese Omwin s antl Iheir content ma affectin hls wark and shall 6e res ansihle lor some unless 6mu M to the nitentian of the Owner rescinded once constmction he Ins. A new Certificule of Occu anc shall 6e issued after Ihe m�ect Voiee: (312) 593-8411 � � ,� $
Y P Y 9 Y 9 P 9 9 P Y P 1 Arohksetuml , � .�';' f .
nol be nssigned �o a Ihird paAy without written consent ol the NchitecL In Ihe event of or his agen! priar lo piaceeding wilh lhe Work. is completeU. No occuponcy of the 6uilding is to occur until the new Certifiwle has 6een issued. A1.td Ezisting Site Plon ��- � � - `-�-"-? r�- �
unaufhorited use al these �mwings by a third pady, the third paRy shall hald harmless and A1.7 Site Plan, Project Dale
indemnify the NchitecL Oimension Conlrol When submilting io lhe Building Divislon for plun review, mmplete a Supplemental DemaGfion Permd Architect
It Is the responsi6ility of the Contmctar lo check and verify oll cantlifians, dimensions, lines and Appliwtian with suhmittal. A2,0 Area Calculatians RiehartlTertones
ihese Omwin s ar n f f I
g e vn inslmme I o services peAormed by the Mchitect (or the hene(it af the levels olignments indlcoled; proper lit and attachment o al paRs is required. Should Ihere be any �
A2.1d Demoliiion Plan: Existin House
Owner. ihry ore intendetl lar use In o negatioled cansWclian contmct and, there(ore, may nat diflerences 6etween the �ocumenls and Ue acWol wnditions, lhe Conlmctar shall notify the Owner Pmject is required (o comply wilh the Cily of Burlingome Reach Cade Ordinance Bt979. pp,� Proposed Plarr. First Floor DroIIInyTMonasArehBMur�lne.
detail or specily oll malerials, monufocturers ar assemhlies. Oelails, assemhlles and pmducts or his agenl in rriting lor clarification and/or odjustment. In the even� af failure lo do so, lhe 1103 Juanito Avenue R EC E IVED
canmonly known to 6e industry standorA for any given Vade may nal Ee fully delailed or Contmctar sholl 6e responsible lor wrtections required or suhsequent changes aarring as a resWt �.Z Proposed Plan: Seeond Floor Burlinqome, California 94010
specified. Where necessary, lhe Contmctor shall pmvide samples, do1o, product lileralure as a( Nese differences. A3.1 Proposed and Existinq Rooi Plon Voiee: (650) 696-1200
required lo asslst the Owner or lhe O�ner's agent in making selec6ons. Far Ihe puryose of Cell: (650) 759-1211
estimafinq ilems not fully detailed lhe ConUactar sholl prohde an olloxonce ortwunt and so Note to $ubcontmctors: Localion of many items a assem6lies is critical lo� alignmenl of olher A4.1 Exterior Elevatian: South Fax: (650) 343-9685 21 2022
condilion such esCimotes. The Owner ond/or Contmctor shall submit lo lhe Archltect, in writing, assemhlies which mq be instNleO hy olher trodes and which mny not be inslalled ol the time o( A4,2 Exterior Elevation: East � U N
ony reques�s far madilications to the plans or specilicatians by meons of shop dmwings, somples installa�ion al your work. NI Su6-contmcfors shull review the monner in which their woM1 fi(s, aligns A4.3 Exterior Elevation: North
or other means os appmpriute. Shop drawings Ihat are su6mitted �a Ihe Archilect for review do or comes into contact xith work ot other lrades. ihe Contmctor and each $ub-con(rndor shall A4A Exterior Elevation: West
not cans6tu(e �h wriling unlen it is hmught la lhe aHenCian of lhe Nchitect that speci(ic revien all �ocuments and will he responsi6le for infarma6om m�toined at any localion within the
� � ,, w� m NGAM
chonges are being suggesled. Oocumenls which pedoins to lheir work. Deficiences resuLnq Gom lau e to do w 11 be re aved A5.7 Seetions CITY OF BURLI
and wrrecled at Conlmdors expense.
No guamnlee br qualily of ron:tmctian is implied or intended by lhese Daumenls. The Flopon Conkol CDD-PLANNING DIV.
Conlmctor sholl assume lull res sibili for an constmctian deficiencies. NI dimensions and mn0iliws shall 6e checked ond vedfied, 6oth in lhe Documents ond on the job,
�� � y by eoch Su6-contmcta befare lhty proceed with their work My ermrs, omissions, discrepancies or ER1.0 Best Manogement Proctices
Aeficiencies shall be brou M to Ihe attenGon of the Geneml Canlraclor ror lo roceedin lh the 1 ER7.1 Erosion Control Plon
ine Owner ond Conlraclor sholl hold harmless, indemni(y antl tle�end Ihe Arthitect Irom any action 9 P' P 9"'
iniGoted by the ini6al Owner, or any su65equent owner, for mnstmction deficiencies, madifcalions, W�� T� CanUador sholl notily the Owner in writirig (or resolution.
suhstilutions, maintenance or uny wch condition which is beyond Ihe rontrol af the Nchitect.
Cammencement of work 6y any Sub-con�mctor shall indicate a knowledge and accep�ance ol oll
AI Canlmct Documenls described in the Constmction Contrncl sholl he considered one document candifions tlescnhed In lhe �oaments or existing on sile which could altect their work.
and are'mtended �o be used os ane documenL Conlmctar and all sub-contmctors shall review all Le end
documents prior fo bitlding. Sub-con�mctors are respansible (or arty informalion pedoininq lo their �I dimensions lake precedent over scale. Where dimensions are nol entirely cleor the Contmctar shall g Vie i n ity Ma p
work no muRer where it may occur in these �ocumenls. noflfy Ihe lvchitect ond requesl clmiflwtion.
It is �he fitenl o( Ihese �acuments ta pmvide for the constmction of a moisture pmof enclosure
of inlefiar s ace. If the Owner, Canhaclor or on Sub-conhuctors 6ecome oware of nn DRAWINGS SNALL NOi BE SCPLE�.
P y y # Grid Numher ProJett Loeallon
assemhly ar contlilion, eilher shawn in Ihe Drawinqs or ronslmcled arsile, which does not, in � ---__, Bay Front Channel
fheir apinion, sotis(y this intent, i! is their responsibility ta noli(y Ihe Architect wi�hin a reasonoble �oislure Pmteclian Ouring Conslmclian � Door Number �--____________ 62(1 Tren}on Way
omounl ot lime so that �he conditian a assem6ly con be reviewetl, and, il necessary, Shauld any speciul siWations or climalic condilions occur during conslmclion the Owner, Canlmclor �"--"'-'----
'_""___
modifica�ions can be motle la fhe �ocuments or lo the Work wilhout impacling the progress of and Su6-conhoctars shall so notice and implement any measures required lo assure lhe proteclion � Keynote �Q�
the Wark. o( matenals and assemblies. Detail
The Contmclar shall laNe all necessary meusures to pmtect new or existing canslmclion and $HT Sheet Number e Rollins Rd
NI inlormolion peAaining to the site sholl 6e, and sholl remain, the Owner's responsibilily. This matenols Imm damage due to weo�her or any ather adverse condllions. p�
infarmotion sholl include legal description, deed reslricfians, easements, sile survey, Iopographic Section o� o �
suney. location of ewisting improvemen�s, mils repoR, and oll reluted dola. Any hidden conditions Ihat require work to be pe�farmed beyand Ihe scope ol the building permit SHT Sheet Number �'� °� 0'1 �%'
Issued for �hese planr may reqwre fudher Clty appmvals Including review by lhe Plonnmg po�' m� � h�
Code Complionce Commissian � Interior Elevation a•pa �ep�O 'f'a
NI wo�C shull comply wilh oppl'wo61e codes nnd fmde stontlords inclutling 6ut not limited to Ihe SHT Sheet Number p�
Iatesl adopted edition of the following: No existing Iree ovei 48 inches in ci¢umference at 54 irKhes fmm bose of lree may he removed C 3�
�nthaut o Pmtected iree Permit from the Porks Oivisiaa 0.00' �'� o���
2D19 Caiifanio Building Catles, 2019 Residential Building Cade (where oppllca6le), 2019 Califamio � Elevation Indicator 6P,y �F
Alechonical Code, 2019 Cali(omio Eleclncal Code, 2019 Cali�amia Plum6ing Code, including all My rerycl'v�g <onlainers, dehns 6oxes ar dumpslers fa the canstructim prqecl shall be ploced upon the �qa
pnrale prape�ly, if leas�hle, os determineG hy the Canmunity De Vopmenl ��rMor � �0'�
amendments as adopted �n Ordinonce 1989, and 2019 CaGfornia Energy Efficienry Standards (Ltle o (E) Wall to remain �ip . �
24�, induding Coal Roo( requit¢m¢nts. ihe pmje<I sholl comply wilh Ue Caistructio� and Demoli�on Debns Recycling Ordlmnce whkh requirw � cp,�o
affttted demol'�lion, ire. canstrud�on and allero6on projects lo suhmif a Waste Reduclion plan and meet (N) Full Height Wall � �¢+
Conlructor shall submit recyding and easte retlucfion form, und it must be appraved prior to recycfng requirmrenls; aq paAial w IWI demd�l'wn of o stNcture, �nlerior or eKlerior, sholl requ�re n
issuance of builtling permit. dandition perml 0'1
� (N) Part Height Wall
NI oppliw6le stole antl lacal codes, ordinonces, legislution, os adopted Ey Ihe Cily al Prior to schedullnq Ihe Iroming Inspectlon the projat archftect a residmliol Eeslgner, or anolher orchitect or etcoc
Burlingome at lime ol permit applicatian. res�dent�al des�gn proless�onal, shoN prav�Ee on orch'decturol ceNl�cafm Ihat tM orcA�lecWral Oelals shown in Object to 6e Demolished
- the approuetl Eesign vh'¢h snoulE be CviOent ot framing, such as win0or loculians ond buyi, ore huilt as
It is the Contractors responsibili�y to itlenti(y antl familiorize hlmsell wilh wrren� cotles and shown on Ne approvM pons; ar<hltecWml artllication eooummting Iraming complianre rlln apprmed deslgn -��---��- Line of objed obove
orGinonces inclutling lacal voriaGons on national or regional codes Requirements ot adopled codes �oll be su6milted to Ue BuiWing U'rislon betore the fnol fmming inspec6on shall be scheduled �
' shall supersede any mnfl'icling requirements definetl in these �ocuments. When o canflict is Pr�a lo I'mol �nspection, Plonnmg 0.nsion seoft wiil �rrspttt antl nole compl�once of Ihe orchiteclural tleta�ls -•-°-°-R- Fenee Line
suspected the Controclor shall so odvise the Arch'ilect 'in wnting wilhin a reasanable time w thai (��m moler�ols, windov lype, etc.) la venly Nol the preject has 6een 6uilt according to the opprorcG ----- Centerline /
the conllict, i( it erisls, enn be resolvetl wilhout Impacl�ng Ne progress of lhe Work. Plann�ng and Bu�ld�n9 plons.
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Plaming $u6mlttal: 03�24�Z042
10 PlamingRe•Submitta101�05/11/7022
2Q Plamdng ReSubmitta102: 06/77/1022
Directory, Vicinity Map,
Abbreviations,
General Notes, Index
A0.0
2119
GENER4L NOTES.�
(7) ALC DISTANCES.� (RECORO) = MEASURED, UNLESS OTHERWlS£ NOI£D.
(2J l7 /S TH£ RESPONSIBlU7Y OF THE CON7RACTOR 70 HA �E ALL 7HE UTIUTIES
MARKED BY INE RESPECTIi/E U7/UTY COMPANY PRIOR TO CON57RUCTlON.
(3) PRIOR 70 ANY OIGGING, CALL US.A. (B71) A7 L£AS7 48 NOURS lN AD�ANCE 70
HAIiE EX/S7/NG UNDERGROUND UDUT/ES MARKED.
(4) GROUND CONDITIONS SHOW�/ HEREON REFLEC7 CONDl7/ONS ON THE OATE Of THE
SUR I�EY
(5J ENCROACHMENT UPO/J ANO BY TNE ADJOINING PRIVATE PROP£RTY(lESf ARE
NEREBY N07E0 AND lT SHALL BE THE RESPONSIB/LITY SOLEL Y OF THE PROPERTY
OWNERS lNI/OL l�0 TO RESOL I/E ANY /SSU£ WHICH MAY AR/SE THEREFROM.
(6J SINCE A CURRENT POLlCY OF I7TLE /NSURANCE WAS NOT AVAILABLE AT THE TlM£
OF TNIS SUR�EY, THE CONSUCTANT /5 NOT RESPONSIBLE FOR THE OMISSION HEREON
OF ANY FAC7S WHICH WOULD NORMALLY BE DISCCOSED BY SUCH A POLICY. MCLUDING
THE COCATION AND PRESENCE OF EASEMEN75.
(7f ROOF/EA�E EL£✓ATIONS WERE TAKEN A7 HIGHES7 RELE�AN7 POINT(5J lOSlBLE
FROM THE GROUND.
(8) 7REES WERE LOCATED BY £STIMATING TNE CEN7ER OF IHE TREE WHER£ lT ENTERS
THE GROUNO & lDE/�/TIFY/NG 7HE DIAMETER AT HREAST HEIGHT. TR££ TYPES MAY B£
I�ERIFIED BY A C£RTIF/EO ARBORIST, lF NECESSARY.
(9J ONLY ACC£SSIBLE SURFACE UrILITIES UlSIBLE ON THE DATE OF THIS SURI�EY ARE
SHOWN. 7HlS SURIiEY OOES NOT SHOW TNE LOCATION OF, OR ENCROACHMENTS BY
SUBSURFACE UTILITI£5, FOOTING, FOUNDA7JONS AND/OR BASEMENTS OF BUILDINGS. ALL
USERS ARE AD�ISED 70 CONTRACT SEPARATELY WITH AN UND£RGROUND UTILITY
LOCATION COMPANY AND 70 RE�I£W PUBL/C, OUA51-PUBVC AND GYS UAUTY DATA
SOURCES lF THEY WANT MORE /NFORMATION.
(>O) TN£ BU/LDING FOOTPRINT SHOWN /S AT GROUND L£lEL UNLESS 07HfRW/SE NOTED.
(71J ONLY l9SlBLE ACCESS/BLE GROUND LE�EL PERlME7ER FEATURES ARE SNOWN. NON
ACC£SS/BLE / O�ERHEAD / SUBTERRANEAN ENCROACHMENTS MAY EX/ST.
(12) 7i�/E INFORMATION SHOWN ON THIS MAP SHALL NOi BE USED FOR ANY
IMPROIiEM£N7 S7AKlNG OR CONSTRUC7/0/J. ANY LAYOUT OR CONSTRUCTION SNALL BE
BAS£O ON SITE S7AKlNG PERFORM£D BY INIS OFFICE
73) ANY REPRODUCTION OF TH/S MAP Wl7HOUT MY PROFESSIONAL LAND SUR�/EYORS
STAMP AND W£T SIGNATURE /S N01' CONSIDERED AN ORIG//JAL l�£RSION OF THlS MAP.
BAS/S OF SURVEY
NORTH AMERICAN TITLE COMPANY PRELIMINARY REPORT OROER NO: 1539616.
BAS/S OFELEI/AT/ON
THE ELE�A7/ONS SHOWN HERE ON ARE BASED ON AN ASSUMED I�ERTICAL DATUM. A
MAG NAIL lN 7RENTON WAY WAS 7AKEN AS AN ASSUMED ELEI/AT/ON OF 700.00�
LEGEND
ACU A/R CONDITION/N6 UNIT NC GROUND
BLD BU/LDING N2 Y NOR7HERL Y
BR BRICK NELY NORTHEASTERLY
BST BOTTOM OF 57EP NW'L Y /JORTHWESTERL Y
BTM BOTTOM OH O�/ERHA/JG
BX BOTTOM OF ORI�EWAY "Y"' OHW O�ERHEAD WIRE
CC CEMENT CONCRE7E PA PLAN7FR
CO CLEANOUT RR ROOF RIOGE
CONC CEMENT CONCRETE SE"L Y SOUTHEASTERL Y
OK D£CK S L Y SOUTHERL Y
OL ORIPUNE SW SIDEWALK
OWY ORl �EWA Y SW L Y SOUTHWESTERL Y
EC EDGE OF CEMENT CONCRETE 7C TOP OF CURB
ELEV EL£�ATION T6 70P OF ROOF GUTTER
EP EDGE OF PAIiEMENT TH THRESHOLD
EV EA �ES TST iOP OF STEP
FF FlNISHED FLOOR TX iOP OF OR/�EWAY "Y'"
FL FLOWLINE UP UTILITY POL£
IRCV lRRIGATION CONTROL VALI�E
____ PROPERTY UNE L��� AlR CONOIIIONING UNl7
..--- .---. ._. OECK OR OI�ERHANG �x� uecv /RRlGA7/ON CONTROL �AL �E
— . . — . . — . . _ GRADE BREAK � n, uv ✓O/NT USE UTIUTY POLE
---- ROOF UNE � r,c SANITARY SEIM1�R CL£ANOUT
. cy;y—_. OIiERHEAO W/RE �`S,ur, MANNOLE
_� W000 FENCE OR RAILING
x SPOT ELE�ATION
xXX CONTOUR (1" INTERVALJ �,�;��Q xxx SUR✓EY CONTROL PO/N7
7REE (TRUNK OIAMETE"R /N /NCHES
X' iRUNK�X' I DL AND ORIPL/NE lN FEET)
1�'��'; WATER METER
MAP
�
N
LOT 7
BLOCX 29-765
527 ROLLINS RD.
LOT 6
BLOCK 29-15✓
515 ROLLINS RD.
LOT 9
BLOCK 29->65
��,E� �� ti6� �___RooF ,vioc� 509 ROLUNS RD.
�p5 pP � c[Ev n29't _'____'___- :
J���SO�� `,� WOOD FENCE R� ��^` �.
6 �
�JE
P�
GR� �
G
�P ��c^
��
92
� �
'9 �'o
Z 9Q
o�
�cT
BAYSNORE FREEWq Y
ROLClN5 ROAD
S/TEh �
C � ,�P
4R� S � � o�cs
,�P
S� �o
a,� �pJ �a
oo� P� �P�
o t0�
��o �E�\�G
y p0 O.B-7.0 SCY ARAGE CARACE
P� ,n � i
.. � -�... ..� ' . � �'. OO D OJ'N'LY j
�ERTICAL BOARO .�� ---�' GwY-.�. . -��."�y �. � 1� $ B7��i�I9 E B�o i9q ''��..+.
WOOD FENCE PA� m DL 101 6,.; ..__ ,- \ -- _ � '. . qs
¢ ---, � �. c�usr���`—�-° �PA� � �'-- 2 pP— -87b7' - --_ - - - � --------�
0.1�-7.2'NW'LY. � �_'r t_ n ��' k __��" vi
'_'
La�' 2,� � X' � '� - ' 6" 60 OL ; - 6 60-DL-"Y p -' y 0__ 3' U71UTY _ EASEMENT _ o �� � -
• ��� o ...� � �, k Y -_ _ x ,o� ' PER BOOK 1746 PAGE 160 "' _' '_ >-��C"_'_ ' ' �� g �'� \ .
�� 0. _ __ _
a�aca zs->ss �.�. �� 1 0' oo$ .� a� _�
- .Y�,�'� �y �---�o �`' S '�' Ppp `.MIJLCHED �'� i �
527 ROLLINS RD. kg� �6� '� ��o � I, $ x`°q.' TX poi P PCarGROUNO. � ti� 4, , BL0 7e"- LDT Z2
�. - �� 1 0 � 20' NE'CY.
� 6' 6'0 DL � �� o 'y ' X-.. 10� p $ ' J 9� �'C � p�\ GARAGE BLOCK 29-1 E5
q 9
B � ` s, �LAWN� � y, x'po x � e 0�00' po6 �GRAI�EG �oo �,
��' 3 �o o�--� i ��o,F.\`, �cA' ' PP P y M. .�� MULCN� �; 604 TRENTON WAY
�o, ,QP x�o I ''`, x o m �'• v� i� ej�`. �00° oe oo taQo3' Y .
/ '
r
� P ,
� r� � � � $ i� m.s� � ; �i ` ....X ._. �0� QP s �p0.3' ____- .
�� QP o- � o� .�. :. '._.Q, , G� �- x. 5S p� pP .r �°' �
�'� ''� o�� �°��- � o � � . ' , v� g9 �x�� Ooj ' ' , � •. 1p0 � .s+
� Ot6 5L•�� �� o I�,x. ���'� �p�eg, o ��- `1/// ���XXX���9,,, po� jhSG �02� . �6RA�EL ��o. �.._..
\ ��.. +p13 � ,'�� 10089' � 9�:� - `'� WOOD DECK � ,�0� S' . � MULCH� 'a-�0 Cb� y£RDCA[ BOARD
� ELEV. 102.SSt �' BLO.115.6'- ',� WOODFENCE
� IOQ.I� 75.7' SW'CY. � '(E �
I`� �'.. o.ss. �,� '��. ,I Bg2• rc i `9 G� � �2' CLUSTER 75'0 DL 00"tO.J' NECY.
``\ � � �
`. � Qy�` 3� ',�',. 5y,� �'�r• � R� �Op� �,�, _ �
`� , .B' SE'LY. �`. o� 101' p\ _ "�L. �:
\ � (��I __�.-- � ` � / .�i� 0.\O_c � � �. l<`\ 016 ' ____T, '
` ` ' �, �. , LOT 2> , `.; , PG� ,Q 'eo2. • lop
BCD 257
. , -2 .
�, o� ' �- --
� I...,✓ � _' p � ___' '____ •\\ NC
LATTICE ANO .� i� �pFi 1 � $ -�O�•
�E'R17CAL BOARD � �. R.'J� P - � ._-.
WO00 FENCE `� •� BLOCK 29-165 �s', ��G, G ':�,- ' ''o yc ..' - o .
O.5'-0.9' NE'LY. ' ,p � i' 4 �LAWN� .F i � `Tit
p1b �, `� 'F71,79' k 62� iRENTON WAY 'P BLD. 77.B'- � ..,, , s �Op N �
.
� G RR � ryh 7B.0� N{YLY. $ '. � �, � - !
. . .
� �� �, �, 10 1 STORY BUILDIIVG �,, q,
. -ss . .a . . . .o. � �09,
,
�s � \ �`, c���Q ��. �� LOT AREA =�6,900f SO.FT. c�,' O�y ..o��o S9�g9 TC
�r"1 `� � `. ���y'e. fi 3� QQ (�. �/� // '� 94q'F�
,�x, � ' _
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, � �c+ ` �bi� �� ° N � v oo `� c
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9? �`. f�`��5' o,, .'� �� �,P
������ �, . x�� ��� ,�¢�a•sw�'
\ �. BLD. 5.0'�. .'i�'� '^.�. �Q� $ . 'p /
♦ � � 5.3' NE'L Y. � ' , �- �oi y � .
.. \ o _______X� �i\� p� �s3.. c /'' /� �y /oppb..
�,.. 1`\'xo ��\ a o05t�P '�a• ,� � i�� � X'95g•F�TCTX
P o � oa / •+�C�^ ,��' �� „s
qs: `.\-y� �� � P OJg3 �� 90 9'9 p $ y�P �56R oo3e� ,� p�� .n.�,-o
(i�r3. > >. '9 �c r. , /�p " s'�v r ° ��1�' m+
' �` �n RR N.� OyB,Bs,J�, lO7 T.O� 9 .00 G
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``\ � • � :`' �'�-I1Q49• �� 9gB' TC BX
� �! BLD. 15 3'- "-P , oY. � �"'�' � � /, �9 g �8 rC TX �� (I
� �'Y IS4'NWLY. .' 2 i:� � '\� ���89'S� ioo � a. � �A`
. � j 'o�" 093' 6R F,c P�
.� I QP � c � oO9j S Ro t^
�o i . 'O � �� � � �
BLO. 4.9'-5.0' SWLY \ i .X; � ��y 0 B8 BR ��P �P�' 0 G_i
^' �
LDT 13 �P/�.� �' � �'`'�c �P�� �, � 4' �� io' cwsr�a i 'o oi���" � ��� �� � �����Mri
BLOCK 29-165 ``� �, ! �,.. ��� cRE�� � � `� n� �
. � �, � � �� �' � ��� � ��� ���
624 TRENTO/V W,4 Y �X, `�� ��
2 S70RY BUILDING i`'1O13�N;�'' ��, ���8'�sry Co/vC. � URB
' " ``\ Qir /X�p `�`i�. 00.75' TC �
100 29' F[
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��P ` =o
�'o.
� co ��� q ....._- .
, 707.75' Sw
� � .: o0o A lc
o. �
�
GRAPNIC SCALE
e o a e
1 /NCH = 8 FEET
DA IE� MARCH 20, 2022
SCALE� 1 "'=B'
ORANT!� P.H.-0.
CH£CK£D: G T.l.
N0. N649
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C1
SHEET 1
OF
1 SHEETS
✓OB No.
22016
L
/� (E) Japanese Moples _ _.
L1
—� — — � — �
_ �
(E� Magnolias %
�' 2 3 4
Pr pe �i � . �� .
�� � � m EI Multi—t �nk �
— �.-t
L.S. �
. (E 'R ., L.S. e � •
� mo tree
5"
L.S. �e
�E) . /�/ . LS�,. e ,o
L.S. ee �
ri, ( 6"0 �
./ ,LS. e ,;�
P
(E) Turf 8i
) M i run
�E) 4 L. . tre '
LS. � ee � ,Sb � ,6,
M fu ' s
.. l. . Iree
6"
L. . t�ee
(E) P.A. �
. �
� ' \
� 3�
\ \G%;f (E� Building
\J'
o ��Os
� P
� a � ��
^ a \
. �E) Rear Deck �
\
\
\
_ �
r \
\
�\
.. .. �
.. �
�
.. . �
�
\
�::
�/�
(E) Building (E) Residence ' �
AC
(E Wti-trun
L.S. e
� �r �r -� °
• J� �
. .. � � ��
�
(E� Front Po�ch � \
(E) P.A. (E) 2O0"0 , 1
o �E� conifer
ES. tre ( ��
o �'� o
(E) Turf (Ej iurF � E): �
' y ' ee
.0 . � ���� �'
� a � � I (E) Turf �
0. N \ . � �.
� �' � �L.S. tree
LS.t �
Property Line B5.64' N
�(E) Cona Sidewolk
3
�U C� (E) Turf C�
�(E) tfi"m (E) Turf
WTree
\ T R E N T O N W A Y
(E) t5'-8" \ // (E) ti5'_9"
�.._�
1 2 3 4
�
n
Existing Site Plan `Nm�
1
1 /8" = 1'-0"
�
i
i
i
— , — — — —
,� �o
`'= �,�
<, - _
� � � �:;
` V — -
F � w
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omp v� M N� O
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U
C
� t 6y
�
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t ~ � 46
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N
C
C
F�- °1��
�+m
�� �2c
�.'� C�O
,{y � w �
6J0 Q�w
Legend
� Gas Meter
� Water Meter
CO Sewer & Cleanout
—cw— (E) Cold water line
—5— Sewer line
—E— (E) Overhead electricol line
D.s. (N) Down Spout
a.n. Plonting Area
U
CA,
W
�
O �
O
� a/ O
v o 0
-a � ,� v
Q p �` fV
o � 3 � �;
c ,Q
`o
� � E P
F L :� � �
O '— � O
O �
Q � � m Q
Plaming Subminol: 03/�4/2017
1� Plaminp RaSu6miMal Ol � OS/11 /Z02]
2Q Plaminp Ra-Subminal 02: 06/17/207]
Existing Site Plan
Al .l d
2119
1
� � - �Ef Map!e
,
� IEI TORev Pine
0
�
Storm Water Droinaae:
1. All downspouts shall droin to planting
oreas.
2. Any new paving shall be sloped lo
- droin Into plonting areas.
, 3. Rear Deck ond Front Porch shall
drain to planting oreas
4. No droinage shall flow to adjacent
properties.
Equipment sholl not exceed a moximum
outdoor noise level (measured in
A-weighted declbels, or dBA) o( 60 tlBA
between the hours of 7:00 AM and 10:00
PM or 50 dBA between the hours of
10:00 PM and 7:00 AM, as meosured
from the property �ine of the properly on
which the equipment is lowted.
�
0
0
(E) Wood fence to
remain
Area of (N) Second
Floor pache, 7,236 sf
(E� Building
Relorote (E)
Condensing unit
��
All water line connections to
city water mains for services
or fire line are to be instolled
per City slandord procedures
antl specification, and any
other underground utility works
Water Moiq replace as
necessary
(E) Non-conforming side
setbock
o�E� „ I
�.
�
O(E) 4
L.S.
(E)
/ �.,�.�. .�e �
0
��
_ /� \ LS. e
t-� c
�
/ L.S.
'/ (E) Turf \ � �
- �- - - - - �_
al
a
o � �
d
a
0
� (E) Turf
�
I
��
�(N� Shrubs
3° (E) Turf
; ��
\\ I
(E) Turf Q(E) 16"m
deciduous
�
�._o„
�Setbok \ TRENTON W A�
t5'-8" /
\`..�
4
/ \\
� \
� J�
\ \ \G%i,f (E) Building
\J'
\FOS
\P
�� �f
\ \
\ \ ��
\
I \
\
\
\ \
\
\
.. .. - \ I \
\
\
\
; � l \
�
����'
�
(E) Woad fence to
remain
Area of (N) First Floor
addition, 108 5(
� o
�� �r � ti
J '�,
�,.� v �\
Iea or trash/
, J\ rec ling bins
O �I
(E) 'zo'w
con er- n
_ :/
_�. o
C�
(E) Turf �
�
�� ���
$ide Setb
(E) t15'_9"
�`1�/ Plan
�
1 /S" = i'-0"
1
(E) P.A.
�E� Rear Deck
� ��
_ �
(NJ Residence
3,250 sf
� . . -
Altered konf Pwch
I
I
(E) Woodr fence ond
gote to emam
(E) Paved dnvewoy to
remoin
� Project Data ' Site Notes
a,
o��.���a��cy p-3 Qj 1. Topographic informotion used for design and contained in these
9ui��e;��.y Cnde Zoi9 CBC Documents is derived from incidental meosurements prepared by
Ca-�sv:.c;�o:�. �ype v-? Ot Architect and Civif Engineer. Controctor shall verify oli grodes during
LO}COVefOge loyout and coordinote discrepancies in conjunction with Architect and
Existing Lot �rea 6,900 .,� Civil Enqinee/.
n�iowed ��_ � Co�e.ege, � =� 2. All finished grodes shall slope away from structure at 1/4" per
n���c.,_c Lo: Cooeroge, s. 2,700 s. foot, for o min. 18' distance.
3. Orainage system components shown ore schematic only. Controctor
ioi Co�erooe - ExisiWG sholl size all pipe, fittings, components to motch plon.
(F.) riause i,906 � 4. Refer 8uildin Floor Plans and $ections for oll dimensional
(E) Porch 139 9
? � � '�.,3co = intormation.
f..ist'�ng I_o; Co�e�age / 28 s� 5. Existing (inish grodes sholl be restored upon complelion of
canstruction unless changes are speci(ied in the Drawings.
�ot Co��.oce - r�Roi�osEu 6. Remove excess subgrade debris in work zone. Debris may include
(�[) i��o�;��� i,906 S broken conaete, rocks, utilities and misc. submer ed debris.
;w; �� � ao�c� 2aa s� 9
(N) Recr ade�i��.o� �e2 si 7. Roadways shall be maintoined clear of constructian equipment or
(N) 2ne Floo� Ca�tlievcr 79 sf moterials at all times. Debris shoil 6e �emoved from roadwoys ond
ro;oi z,3a� sr sidewalk immediotely. Contractor shall sweep or wash rood sur(aces
proPosed �_o� Co�eragc, � 3n �> ofter operations thot generate debris.
8. Dust control meosures shall be implemented as necessary.
__- _.. _ .__.. ___ __ _
9. All backfill slopes sholl he compacted to 90� min.
10. All exteriar bearing wolls less than five feet from the property line
FIOOf Afep ROfiO will 6e built of one hour tire-roted construction.
FAR, � �Z i 11. Addresses and Numhers sholl contrast with their background, shall
��aR, sr 2zca = be a min. of 1/2" stroke by 4" high. The power of such
�AR, Adailional sf 1,100
7etal FA Allowed 3,308 s� illumination shall nol be normaliy switchable.
12. No trees are to be �emoved as part of this project.
�;�'o�r Arec - GXISi��'J,^,
(C) Flouse 1,�05
[xlsting Flno. Ar¢� 1.906 s
F�,o. a�ea -�Ro��;-�� Public Works Notes
-�.�; Fioo- (���c. cc�aq�) z.o'�a s.
(N) F�o�,i �o,�n zoo s �.� .�, zs_�o_oeo
Seco�d Fioor t,23ti 1. Any work in the City riqht-of-way, such as placement of debris
Pronosed Floor Arca 3,250 sr bin in street, work in 5idewalk area, public easements, and utility
easements, is required to obtain on Encroachment Permit prior to
starting work, Porto potty s are not ollowed to be plocad in the
Parking � City right-oi-way,
��onosed ded.00 7 2, All work within City right-of-woy shall camply with City Stondards
Totci Bearo�,m.. 7 rm and Details. Standard Details are availoble at the City of
r<eq. ,._,_ �., . . 2 Budingame website.
r.,>q. un�o�e.e.� " ��.-��� �� 3. Bosed on the scope of work, this is a"fype 1" project that
rotai �'ar�c'�.,q 3 requires a Stormwater Construction Poilution Prevention Permit.
This Permit is required prior to issuance of a Building Permit. An
initial (ield inspection is required prior to the slart o( any
construdion (on private property or in the public right-of-way).
4. All damoged ond disploced curb, gutter, ond/or sidewalk fronting
site must be replaced prior to finol inspection of Building Permii.
5. Construction hours in the Cily Puhlic right-of-woy ore limited to
weekdays and non-City Holidoys between 8am ond 5pm. This
includes construction hauling.
6. Per Municipal Cade section 18.08.090, no storm woter or
underground water droininq (rom any lot, building, or paved orea
sholl he ollowed to drain to odjacent properties nor sholl this
waler he connected ta the City s sonitary sewer system.
Regardless of the slope of the source property, such water sholi
drain to either ortificial or natural storm drainage facilities by
grovity or pumping.
7. All water line connections lo City water moins for services or fire
line protection are to be installed per City standord procedures
�and material specificotions. Contacl City Woter Department for
� conneciion fees. It required, all fire services and services 2" ond
Impervious Areas over will be installed by builder. All underground fire service
canneciions shall he submitted as separate llnderground Fire
Service permit for review and approvol.
loeafbn DexdpXon Ateo 8. Sewer Backwater Protection Certi/ication fs required for the
instollation of any new sewer fixture per Ordinonce No. 1710. The
Sewer Backwater Protection Certificate is required prior lo the
Existing House �ss�a��e of Building Permit.
+ Garage Footprint � gpg 5� 9. The project shall comply with lhe City's NPDES permit
requirements to prevenl storm water pollution.
10. All debris/garboqe containers location sholl be on propehy. In o
ExisitngSite Pa°1ng, Fronl Porch, � �z3 Sf situation where thot is not possible, an encroochmenl permit is
& Rear Deck required from Public Works Department for plocing debris�gorbage
contoiners in pu6lic right-of-woy. No wet qarbage fluid shall
enter public right-of-woy or the storm droin system.
11. It is the responsibility of the owner and/or contractor to notify
Proposed Underg�ound Servke Aler1 (USA) ot least 48 hours before the
f'IOUSB + Footprint 2,038 sf � stort ot any excovotion work.
Garage 12. No permonent structures are proposed beyond the property line
and inta the City Public right-of-way.
Proposed Site P°��ng, Front Porch, � �y� g�
& Rear Deck
1
- Contractor/Owner to assess
with City to replace all curb,
gutter, driveway, and sidewolk
in front of property
Z
� �
t�,e
���"D ��w� 3,048 sf
Anm
(44.27 ot
6�9�� s� �o��
V�opas�dlmpuview 3,129sf
Arws
(45.39, of
6,9°° ="°t, Legend
� Gas Meter
� Water Meter
CO Sewer & Cleanout
-cw- (E) Cold water line
-S- Sewer line
-E- (E� Overhead electrical line
D.S. (N) Down Spout
P.n. Planting Areo
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Plaming Subminal: 03/24/202�
Q1 F�aming Re-Suhmittal 01 � 05/71/20Y7
2Q Plaming Ra-Submittol 07i 06/17/2022
Site Pian
Al.l
2119
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Room Areas
° �°
Label Description Area � F .j �
First Floor ,� � � �
ni ;n) -��.�y ��c s� ° m � d Q' �4
n2 (r.�) ����oq /�����,q s2n s� �� o —�
n3 (u) K��t�ne� 22t sr rno ma� e
U_
na (N) orr�e / c�est ieoom iai sr ��g � <$�
n5 (N) Powtler Room sn st _ m � n x a. �.
F6 (t:) S[alr 1 29 s.
A7 (�) Util'i�y Raom 15 5` C
Ps cn, ciose< , � sr —
A9 (n) st�dy iio sr � i b�q�,
AIO (M1) Pioy�oom 263 sf � � qy^
AII (Ei ;3�:^,�00 .. �5 s. � I�� �, Q
hl2 (E) Gc��ye m 449 s.
A13 (N) =ront Po�ch 200 sf .. _TF- P `� Ua U
Total 2,Olh sf y � � � �
Q y ¢p�
Second Floor �
ei .n) v� -�� aEa.00m z_=z s. CO
B2 N) Office H2 73 s` �
B3 (N) Maln 8athraom 10' si � � N
ea (n) aed,00m �2 i�3 sr � ��`c
as (n) sed�oam ;�� ,�� � � m � u E
Bb �1:) Betlracm Jj4 196 s, � +� ` C
L ` O
B7 (N) :lallway 90 s. �•m `� j
ea (N) iioii e�cr,�oom ii� s. Q¢ �w
B9 (N) �.. undry 20 s�
BIO (N) �, �r 2 43 s.
To.cl 7 23b s.
ro�oi vioo� n��a, (N) Ho�se a zso 5
Existing House
ei e) �. y/ ro,iw�y �ee sr
E1 (E) L- -ng Room 256 st
E3 (E) Dn'ng Room '23 sf
E4 ([) K-t.hen '�99 sf
ES %E) c3ecroom 42 .90 sf
E6 ,E) Poxoe� Rm E9 s
e� (E) or�,�e 'ze sr
EB (E) Ma n Betlroom 258 sf
E9 (F) Ma�n Balhroom Bc sf
E10 (F) Gc�aqe 4C5 sf
EI1 (E) %ran, Porch '.�9 sf _ .,.-
Tofol F oor Area (E1 House 1.906 sf
W
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Plaming Submlttali 03/24/202�
1� PlamingRe-Submltta101:05/11/4042
�2 Planning Re-Submittal 0�: O6/17/2022
� Existing Area Calculations (FAR) � Proposed Area Calculations (FAR)
� FOR REFERENCE ONLY 1I8�� = 1�-O�� L �/8�� _ ��-O��
Area Calculations
A2.0
2119
, ,_-f�G a�.
� o� �ti
re
Moln Bedroom ond Main
Bathroom
(E) Windows to
Remove (E) skylight above
�/
i
A4.4
�
1
A5.1 -.
Demo (E) Bothroaom !�1
313' 11'
I
�? i
330'-g
I
1
�3�
� r 19' B"
� i I �� �
� �� O ��---�
, y� _ --
---JMain I I
Bathrooml � I /�
2
A5.1
.. �..
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.
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II � I
Main ` �
Bedroom \ � �
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\
II � I
� I
\ I
Rear Deck � ++
�
III T� � !
III � �� I
= III � _ � I
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-- i � '� I I I.
II CL ^ II CI. � �� I I I�
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0
(E) Seat wall to remoin
Remove (E) Pergalo structure
Remove (E) Chimney and
Fireploce down to crowispoce
below First Floar. Foundation in
crowlspace to remain, infill
floor framing & subfloor.
(E) Window to remain
Office II I� --- ��_ -------- M
.. I� �,���i li �� �-------------- I---,I «
� �� I� N �
� � � � I� - Pwdr. �,` � II I � CI. �
�� I� r-- Dining �_� Rm. p�� II �� -- I
' � i --' — �o� ��,�__�=_�--_� i
������ ���
i �___ Living Room �, I r-- T -' ll
------i ��I��n I� I, il I iu -i------
� � II I; I� , �/I I, II
' I� ��-_. -�� i�� ll II I J il----� -- r- �i � CI. �
I -�I, L J � �I' Oemo (E) Fronl Ooar ond k// //IT �I �-- �h
� � , �`J �—� � I Sidelites to prepare for (N) �( G L 4 � II II II I� I� �
i I I I Bdihroom i i'� Door ond Sidelites I�-- I i;
I I
lil '�I #1 �� ;'' �I_-- I� �.� �� - � � ° I
.. �'� �i �-ii L---�, L__ —� J�== -- =J r I\w� � � Garage �-- ..
� IL ° .�. � ���J I
i� L —
I � � \
!i �_ i i �� ii � ' i i i i � „
CI. LCI. � �I � �-, Kitchen �__ � � I
- � �, �_-=--_�- �,� �, �� � �_ � L- , ,
�-- � �i � � ci. � � ii � � �
i iii i� � �� ii ' ' _� — — �_ - � � � i
, _n �--- � --,o., ���-=;::�i----
I '�' I I�°�. �
II Bedroom
� � � #2
:_ ! II
r .. i '______�
�I ----
G " __--___ �
- �`------------------- --�I
Remove (E) Roof, refer to
Exis6ng Roof Plon Z
A3.1
Remove (E) Wlndows
throughout, UON, to
prepare for (N) Windows,
typ.
Existing norconforming ezterior
walis at the West slde of the house
sholl remoin. If tluring construction
these wolls are removed, the
Architect sholl coordinote with
Burlingome Planning Division.
Demolition Plan: Existinq House
i
�
�
�
I
2
A5.1
Demo (E) Porch
columns, railings, typ.
(E) Concrete Porch to
remain, prepare (or
Front Porch addition
(E) Brick poth la remoin
1
A4J
L-�
_____-- �---L�==
------_}- I
C---- - ..
Front Porch
I
-o-==== ______� ____ _____= I ..
--- -
I ,
, c
--- -- ------------�------------- -------------------- -- - �
line of oof above
+
. ' .. .. .. .. .. .
��
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t�sa
1 /4" = 1'-0"
t
A4.Z
Demo (E) Launtlry, Woter
Heater, and Powder
Room
Indicales walis & objects
to he removed, typ.
(E) Wlndow to reman
Line of (E) garage door
above to remoin
(E) Electrical Panel to
remoin
Remove (E) Roof, refer
to Existing Roof Plan �
I
. V � O
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Plaming SubmNtol: 03/24/2022
Qt PlmNngRe•Submitta101�05/11/20�2
2Q Planing Rs-Submittal 02� 06/17/2022
Demolition Plan:
6cisting House
A2.1 d
2119
(N) Bathtub
t
(N) Gas fireplace, typ. of
(2). Sholl meet all EPA
requirements and the 2019
CEC 150.0(e)
- � -
� ��
±1J 11"
I�ne of (E) roa( overhany o6ove
��� o ��� /\ � n n
(N)
Bathroom
(E)
_i
YSv 9.
2
ns.t
.T
I
f27'-t0" '
� I
2
A4.3
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0
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(E) Rear Deck '
�
i
- �I I �I_.__- I ' _
� � (N) Railing to motch (E)
N (N) � i Line of (N) cantilevered
' I Second Floor above, reter
Proposed Plon: Second
Floor
C�.
_.._.. �N� . .
(N)
Z g ..
aa.a �N�
C ••
z
ASJ ' '—'— —
'( N
�
(N) Stair to Second Floor:
hordwood treads & risers
I �
� _ _ line of (E) wall _ _ 15 0" _ _ _ _ I .. .. ..
— — — — B
__ •
.. .. .. .. �
Study �N _ _ _ - ---- (E N
Living — �i Dining " � �
— _ _ . . � 1,or.: a; . �F (�) I I I I '
--- -
.._.. _ '. . _� � � . . Dawn
. . _ . � r� �I �
� � �� Infill hardwood I I �
� floor fn th's are❑ — —
- ��p I� II i to match ezistinq—�I I � � ��
�' n I - - O I O � O I (N) Stairs to Goroge: I • A5.1
I IC�I I(N) hardwood treads & risers I
(N) Guardrails +42"
� � 19._4.
I I I I I I I I --------- I Garage I
�P I I 0.ef.
I I I I I I � KitChBn I � �(N) Epoxy layer over (E) floor� I .. D
I I � E)
I
(
� Foyer L _ _ _ _ _ _ J (N) 48" Refrigerator z
O -- (N) Front �oar and I
Sidelites (N) Kltchen Cabinets & (N) Induction range
�N� BC7ih / Pwd Counter, typ. I I "
(N) (NJ I c
Rm. I —..—..
(N) (N) -------T� � � � � � I .
(N) �� I .. I : :
(�) II � i�)� i I (M � ..�
Office ��, Front Porch � i� i;
(N) ��'`��-• � � � � �
, , .
_ I�ne of (E) Porch —��_�� — � �_��— „
— — — — — — — — — — — — F
I I `�
�
. .r-s� � e,�s_..l. . _ I I .. �
.. ..�.. .. .. � .. .. �
line of (N) roof overhang above
� (N) Addition to Concrete
Porch, (N) Cancrete
Steps
t6a'-3"
I(N) Brick-clod seot wall
(N) Brick-clad plinth
base with (N) wood
column, typ.
2 ' 3 4
(E) Brick path to remoin
2
A5.1
A4.1 �
��e�
� Proposed Floor Plan: First Floor
1 /4,� _ � �_���
_ i
�
Dashed line indicates
18'-0" x 18'-0" dear
width far (2) covered
parking spaces, per BMC
25.40.030.B.1.c
Line of gorage door above
(E) Electncal Panel
�
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Plaming Submittal: 03/24/Z02]
Ql Plam(neRe-Suhmltta101�05/il/]0�4
Q2 Plam(n9 R�-$�hmina102� 06/77/70ZY
Proposed Floor Plan
First Floor
A2.1
21 19 - --- -- --
2
A4.4
OWindows at Stair Londir
shall be o( tempered g
per 2019 CRC R308.4.
. /
�
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i
2
A5.1 �
A4.1
z
� �
� Proposed Floor Plan: Second Floor ,a0
i
1 /4" = 1'-0"
�
of wall below, typ.
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Plaminp Submittal: 03/24/20]2
Q1 PlamingRe-Su6mItta101�05/11/2024
Q2 Plaming R�-Suhmktal 07: 06/17/702Z
Proposed Floor Plan
Second Floor
A2.2
2119_
�
�
— �
�
�
�— 0.5.
1'-4" Ovemong�`
(N) Class �A' composition shingle
roofing o/ 30�� felt o/ (E)
sheothing ond roof framing —
2
2
A5.1
.. � ..
I
I
I
�
4
�• A
Line of Second Floor
woll below, typ.
�..
�..
2
A4.4
1
A5.1 '—'—'
�..
(N) Closs 'A' mmposition shingle
raofing o/ J0� felt o/ (N)
sheothing and roof framinq, typ.-
O-..
�..
�..
2'-0" Overhang,
UON
-� -
E (E) Pergolo
� Existing Roof Plan
L 1 /8„ _ �,_�,�
).S. , �" `
1
"—'—' A5.1
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z �
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Pro osed Roof Plan A4., �`�°
� p ,�4„=,,_o„
I
Line of First Floor wall
belaw, typ.
� ca
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Planhg Subminol: 03/24�Z022
Q1 PlomOg Re-Submittal O7 i OS/11 /20]2
2� Plaming Re-Su6minol 02, 06/17/20]2
Proposed Roof Plan
A3.1
2119
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c O u O
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Plom(ng Su6minal� 03/24/20�4
Q1 PlormogRe-Suhmitta101�05/11/20]2
Q2 PlarcJnp Ra-Submittal 02: 06/17/2044
Exterior Elevation: South
A4.1
2179
�
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Q Q CE�
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T.O. Rid�
� tiY 2`
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+8'_0"
FF EC
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Existina Elevation: East
�
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1 /4�� _ � �_�„
N r.o. R�
tz2._s'
N 2nd FI
t17'-6
(N 2nd Fl
t9•_6.
T.O. Plate
�' t8 =0'
� FF EL: 10'
0'-0"
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PlaminB Subminel: 03/24/204]
Q1 PlamingReSubmitta101�05/11/20]Y
2� Plaming R�Submlttal 02:06/17/207]
Exterior Elevation: East
A4.2
2119
� � Proposed Elevation: East
L
1/4" = 1'-0"
I
,� T.O. Rldge EI
� t12'-2
T.O. Plote EL
+� a�_0�� ..
,� PF EL 102.E
� 0'-0"
,� F.G EL: 100
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Existing Elevation: North
4
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Typical Exterior Materials � o
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,- ���nisned Grade (unchenged) ` ° 6
2. Cxlstir.g �andscoping to rcm..m ��� � � U
J. New Landscaping �o o c a �
� �
4. New concrete porch / steps ,�� 'O U p� '"
��� � �m ^o
5. New brick—clod seat wall — m 'O ^ i°`
6. New brick—dad column base & painted wood column
7. New exterior support beam, from 4x8, painted �
8. New wood bellybana, from 2x10, w/ wotertable, from 2z4, painted � ,� b'q,,
9. New waod fascia, from 2z8, painted � `b0
10. Ezposed wood rafter tails U N
11. New wood trim, from 2x, painted � .� �$ �
12. Evisting wood siding, w/ new paint O $� �
13. New cedar shingles, stained � �P�
14. Existing exterior cement ploster, w/ new paint �
15. New exterior cement plaster. painted C
i6. New aspholt composilion shingles, Class 'A' �
4% � m '^
17. New GSM gutter and downspouts, painted �( ~ ���
18. Existing window / daor ta remain `� C�` �
� �
19. New aluminum—clod wood window w/ simulated true divided lites � m V O��
20. New wood gable vent, painted � � <= w
21. New exterior light — dawncost light, max. output equivolent to 40W
mcandeswni
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Plarmine Submina1:03/44/2071
Qt PlanningRe-S�6mina101�05/11/404�
2Q Plmudng R�•Subminal 02: O6/17/]042
[EWJ Indicates Egress Windows thot meet the requirements of the 2016 Exterior Elevations: North
California Residential Code (CRC) Seu 310 including, but not
limited to the following:
1. Min opening area = SJ s.f.
2. Sill height no more than 44 inches above the Floor A4.�
3. Min. opening height = 24 inches
4. Min. opening wfdth = 20 inch=s
2119
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� Proposed Elevation: North � � � �V � �
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Existing Elevation: West
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Plaming Su6mittol� 03/24/]027
Qt PlaminpRe-Submitta101�05/11/2021
Q2 PlanMng Re-Submittal 02: Ob/17/2042
Exterior Elevations: West
A4.4
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Utility ClosetV V � � VVu � � �
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Plaming Submittal: 03/24/202Z
Qi P�anning Re-SubmlMal Ol i OS/11 /Y074
2Q Plaming Re-Submlttal 04� 06/17/207]
Sections
A5.1
2119
,—
_�
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SAN MATEO COUNTYWIDE
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.
Non-Hazardouc Matcrisls
❑ Bemi and cover slockpi(es of sand, dirt or other constivction material
wilh tarps �vhcn rain is forecast or if not aclively being used rvitliin
I4 dac s.
❑ Use (but don't o��emse) reclaimed water for dust control.
Haz�nlous Mttterials
❑ Label all haiardous materials and harardous �casles (such as
pesiicides. paints. thinners, soh•ents, fuel, oil, and antifreer.e) in
accordance �vith ciL7, comu}', state and fcdcral regulations.
❑ Store harardous malerials and wastes in �vater tiglri containers, slore
in appropriate sccondary containmenl, and covcr them at lhc end of
c�cn work dag or duru�g wet neathcr or �alien r�iu is Corccast.
❑ Follow manufaclurcrs application instniclions for hazardous
m�tcrials and bc carcful not to usc morc U�an neccssan�. Do uot
upply chcmicals ouldoors «hen rain is forccast �vidiin 24 hours.
❑ Arrange for appropriatc disposal of all harardous �vastes.
Waxte M1lanagement
❑ Co�er wasle disposal wntainers secureh� �cilh tarps at the end of
even� �vork day and during ccet weather.
❑ Check �caste disposal containers Gequently for leaks and to make
surc lhey arz nol oecrfillcd. Ncvcr hosc down a dumpslcr ou thc
construction silc.
❑ Clean or replace portable loilets, mid inspecl lhem frequentl}� for
leaks and spills.
❑ Dispose of all wastes and debris properly. Recycle materials and
�castes Uial can be recycled (such as asphalt, conerete, aggregnle base
malenals. �cood. gyp board. pipe, ctc J
O Dispose of liquid residues from paints, thinncrs, soh�en[s, glucs, and
cicaning fluids as ha�ardous n�asle.
Cons[ruction En[rances �nd Perime[er
❑ EsG�btish and maintain eftectixc perimctcr conhols and stabilizc all
construclion enhances and evits lo sufficiently� control erosion and
sed'unent discharges I'rom site �id tracking ofTsite.
❑ S�eeep or vacuum any street Meking immediately and secure
sediment source to prevent further tracking. Never hose do�vn streets
�o deau up tr�cl:ing.
Equipment 111anagement &
Spill Control
� r'�
,�
...�W!�, � , 1 � .
�' �
Muintenance und Parkin�
❑ Dcsignatc an arca, fitted with appropriatc BMPs, for
vehicle and equipment parking and storage.
❑ PerForm major maintenaneq rcpairjobs, and ve6icic
and cquipmcnt K-ashing off sitc.
❑ If refucling or vehicle �vaintenance nwst bc donc
onsitc, work in a bcrnicd arca awa} from stonu drains
and o��er a drip pan or drop clolhs bi6 enough to collect
lluids. Rccycic or disposc of Ouids as hazardous �castc.
❑ lC�•ehicle or equipmenl cleaning nmst be done onsile,
dcan with ��alcr onlv in a bcrmcd area that wi(I not
allo�v rinsc water [o run into guttcrs, slrccts. storm
drains, or surface �vatcrs.
❑ Do not clean veliicle or cquipmenl onsite using soaps,
sol��cnls, degreasers, or slcam cicaning equipmcnl.
Spill Prev�ention and Contml
❑ Keep spilt cleanup materials (e.g., rags, absorbents and
cat li[tcr) available at thc construclion sitc at all timcs.
❑ Inspccl vehicles and equipment GcqucnUy for and
repair leal:s prompll�. Use drip pans [o calch leaks
until ropairs arc madc.
O Clean up spills or leaks invnediatelti� and dispose of
cicanup matcrials properlti.
❑ Do nol hose down surfaces where Iluids ha��e spilled.
Usc dry� cicanup mcihods (absorbcnt matcrials, cat
littcr and/or ru s .
• B)
❑ S�ccep up spilled dry malcrials immedialel}�. Do not
try lo N�ush lhem a�cap �citl� «ater, or bun� them.
❑ Clean up spills on dirl areas b}' digging up and
properly� disposu�g of conlaminatcd soil.
❑ Repori significant spills immediatelc. You are required
by la�c to rcporl all significant rcicases of hazardous
m�lcrials, including oil. To rcpori a spill: 1) Dial 9l l
or your loc�l cmcrgcnc}- responsc number, 2) Cnll thc
Govemor's Olfice of Emcrgcncp Senices Warning
Ccntcr. (R(10) R?2-7i50 (241iours).
Earthmoving
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❑ Sclicdulc gr�ding and cxcacation work
during dry �ccalher.
O S�abilizc all dcnuded arcas, insL�ll �nd
mainlnin tcmpornry crosion conlrols (such
us crosion control fabric or bondcd fibcr
mnfis) until vegetution is cstablishcd.
❑ Rcmocc cristing vcgctation onl}' «�hen
absolutel}� necessarv, and seed or plant
��egetation for erosion control on sbpcs
or where consvuction is �iot immediately
pl�nned.
❑ Pre��ent sedimenl from migrating olTsite
and protect slorm drain inlets. bRrtlers,
ditchcs, and draviage courscs b� inslalling
and m�intai�ung tappropriale BMPs. sucli
as Ilber rolls, sdl fences, sed'uncnt basins,
gmvcl bags, bcnns, etc.
❑ Kccp cscavaled soil on silc and lraiufcc it
to dump trucks on site, not in the strcets.
Contaminated Soils
❑ If any of Ihc follo�cing condilions arc
obscncd, lcst for contamination and
contacl 0.�c Reyonal Watcr Quality
Controt Board:
- Unusaal soil condilions, discolontioi�,
Of OdOC.
- Abandoncd undcrground lanks.
- Abandonul�cclls
- Buried barrels, debris, or trash.
Pa��ing/Asnhalt w'ork
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❑ A��oid pa��ing and scnl couting in �ret
�cealher or �vlien rain is forecast. Co
prevent materials �hat havc not cured
from conlacting stomiwater runo(T'.
U Covcr smnn drnin inlcts and muuholes
�clien applying seal coaL tack coat, slurr}
scal, fog scal, ctc.
❑ Collect and recycle or npproprialeh�
disposc of excess abrasivc graecl or sand.
Do NOT s�;eep or wash it uuo guttcrs.
❑ Do not use watcr lo �vash do�vn frcsti
asphall concretc paccmcnt.
S�Hcutting & AsphaldCuncrete Remocal
❑ Protcct ncarby sconn drnin inlets �chcn
sa�c cutting. Use Gller f.�bric, catch basin
inlct filters, or gra��cl bags to kccp slum•
oul of lhc stoan drain syslem.
❑ Sho�cl. abosorb, or cacuum sa�c-cut
slum• and dispose of all wastc as soa�
as } ou arc finislicd in onc location or at
Wc cnd ot eacli worb da� (�� liichcccr is
sooncr!).
❑ If sn��cut slum emcrs a catch basui. cicnn
it up immediately.
Concrete, G►•out & A�ortar
Application
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O Storc concrotc, grout, and mortar a�� a�
from stomi drains or wetcnva� s, and on
pallets under cover to protect dicm from
rain, nmo1T; and wind.
❑ Waslt out concretc cquipmcndm�cks
offsitc or in n dcsignutcd �vashout
area. �chere the �caler �eill Ilo�� into a
temporary �rasle pit, and in a manner
that will prcvent lcaching into lhc
underlciug soil or onto susoimding arc�s.
Let concrete harden and dispose of as
g�rbagc.
❑ \�Jhen washing csposed aggregate,
prcccnl washnater from enlering storm
drains. B(cek anr inlets and �acuum
gulters, hose wash�� �ter onto dirt areas, or
drain onto � benned surface to be pumped
and disposcd of properly.
Landscapmg ..
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❑ Protect stockpiled landscapin� ma�erials
from �cind and rnin by sloring Ihem undcr
tarps all pcao-round.
❑ Stnch bagged mu�crial on pallets and
uudercoccr.
❑ Disconmmc application of any crodiblc
landscapc mntcrial within 2 days bcforc a
forecast rain e�ent or dwing wet «eatlier.
Painting & Paint Removal
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Paintin� Clcunup and Rcmocal
❑ Nevcr cican bmshes or rinsc paint
containcrs into a sd'ect. guttcr, srorm
drain, or strcam.
❑ For ��-atervbascd paints, pauit out bn�shcs
to the estent possible, and rinse inlo a
drain that gocs Lo Uic sanitnn sc�vcr.
Necer pour paint donn a slonn drain.
❑ For oil-bascd paints, paint ou[ bruslics to
the e�tenl possible and clean �vith thinner
or sokcnt in a proper containcr. Filtcr and
rcusc thiimcrs and sotrenls. Disposc oC
esccss liquids as l�azardous �� astc.
❑ PainL chips and dust from non-haiardous
dn strippu�b v�d sand blAsting ma� bc
s�vcpt up or collectcd in plAslic drop
cloths and disposed of as trash.
❑ Chemical p:wri stripping residuc and clups
and dust from moruie painls or paints
conG�ining Icad, mercun�, or tribuh'ltin
must be disposed of as Larardous �raste.
Lcad based paint remo��al requires a slatc-
certified contractor.
Dewatering
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7 Discharges of ground��•ater or caplured
nmo0' from de�vatcring operations must
be propedp managed and disposcd. When
possiblc scnd de�va�ering dischargc to
landscapcd aren ar sauitacy scwcr. If
discharging to thc sanitary sct�'cr cnll pour
local «astc�sater tream�ent pinnt.
7 Divcrl run-on ���nlcr Gom offsilc a�cm�
from �II dismrbed arens.
❑ Whcn dc��atcring, notify and obtain
approval from thc local mnnicipolih�
beforo discharging �cater to a strcot gutter
or slorm drain. Filtralion or dicersion
ilirough a basin, tank, or scdimcnt lrap
mae bc rcquircd.
❑ In arcas of known or suspecled
contamination, call your local agcncy lo
dcicrmine whethcr the ground ��ater must
bc tcslcd. Pwnped groundwalcr may nccd
lo Uc; cullccicd and hauled ofT'•sitc for
trcalntcnt and proper disposnl.
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Plaming Subminal� 03/24/402�
�1 Plaming Re-Submlttal Oli OS/11/Z022
2� Plarming Re-Submlttal 02: O6/17/2022
Best Management Plan
ER 1.0
Materials & Waste Management
- - - - - - � - - - - - - - i - - - - - i - - - -
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protect neigh6oring prope
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3"-5" (75-125mm) Strow rolls must be placed y��
%� along slope contours ` Adjocent rolls shall
�� ���/� 8" — 10" Dio. ` � tightly obut
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Spacinq depends �� �
on soil type and
slope sfeepness Sediment, organic motter,
and native seeds are
Note:
1. Strow roll installation requires the placement captured behind the rolls
and sewre staking of the roll in a trench, 3'-5"
(75-125mm) deep, dug on contour. Runoff must �
not he ollawed to run under or around roll.
Plaming Submlttol: 03/24/T027
Q1 PlarcJng ReSu6mlttal Oli OS/11/Z077
2Q Plaming ReSubmltto10Y:06/77/YOZ2
Erosion Control Plan
ER1.1
2119 �
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