HomeMy WebLinkAbout1449 Cabrillo Avenue - Plans-.g -..
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'I'HES� PL�,.1'�TS A�tE 'I"� �E �UIlC.'T IN STRICT A��C()RDANCE TO TH� Ft�LL(�'W�TG
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�7�'-C ��?�y �i���' ����y ZVCI��f �.�' GC���'V'�i.y ����tf'i�� Lrt7t!`�t�t��� GC)t�t��l�.
GENERAL NOTES �
1. These plans and any construction work prcformed under ihese pians
shait be in strict coni'ormance with the Uniforn� Buiiding Code �ARPENTRY F.LECTRICAL & MECHANICAL NOTES
1. All lumber sha(l be neti. �niro�n,i. siZed ana s�s ur��ess ocne�. ise nocec�. 1. Electrlcal sub contractor shall furnlsh ancl lnstaU complete, all materials,
(UBC -1997 Edition) and all Federal, State, County and City codes Framing Lumber shall be of a molsture con[ent low enough to preclude excessiv� equipment and labor as shown as necessary for a comple[e and workable
and ordinances. Any work in these drawings found not to be in shrinkage after lnsta{lation. (1996 �ta�imum mofs[ure contenU. All lumber shall syscem. Ali electrical materlals and equipment shall be listed by
conformance with any applicable codes shali be brought to the be graded Douglas Fir farch In accordance w�ith the WCLB or WWPA rules, latest underwrlCers laboratorles.
attention af the designer (Mark Robertson), so corrections can be made ed�c�on. 2, t�4echanical sub-contractor shall furnish and instali.all material,
2. Untess spedfically no[eci otherwise on the approveci cons[rucUon documents, equtpmen� and labor as shown and as necessary for a complete and
prior to the comrnencement of any related work tumber shaii be the following grades : Beams, headers, ledgers, purlins, and posts
2. Any dfscrepancles dtscovered on or between these drawings :�i. �oist and Rafters :�2 or better. Studs, sills, and plates : �r3 or t>etter. �'orkable system for cooltng and heating. Contractor shall verify tha[ any
shali be brought co the attentton of the Destgn Diviston pr(or to 2a. Unless specifically noted other�-Ise on the approved construction documen[s e�isUng ventllatlon system �onforms with the current U.B.C.
commencement of any related work. The Contractor shall veriCy all new headers shall be 4" x 12" Douglas F1r 31. 3. Provlde ground fault interrupter clrcults wlchin G'-0" of sinks, in
all existing condltions and dlmensions on site prior to the start 2b. When eniargement or alteration of e�iscin o nin s are r uired �" x i�•• � kltchen, bathrooms, and laundry areas. Exterior receptacles shall also be
of construction. g� g � i Gt�CI and waterproof. Garage receptactes to be GFCI.
Douglas Fir headers shail be 3nstalled. Unless othenvise noted. �t. Provlde electrlcal outlets at 12'-0" o.c. and for every wall 2'-0" or mare.
3, Do not scaie drawings. tf details or dlmensions are not ciear, 2c. Contractor shail verif}� all e.�isdng header sizes where ne„� structural loads In iength.
or dtscrepancies exist, contact Ueslgn Division upon discovery. w111 be added. If any existing header !s less ihan 4" x 12" contractor shall contact S, Smoke deteccors shal! be provlded in all bedrooms and hallwa}�s
4. Ali contractors shatl lnspect the premises and satis(y themselves as to t�E,51 C�Nc1�- . for verification of existing header size. adJacent to bedrooms,
existing conditions and scope of work prlor to submitting any price 3. Sllls and members concacting concrete on grade shall be pressure �reated
quotations. Douglas Flr larch a2 or redwood grade �2. 6. Al! smoke detectors shall t� 110v, hardwired w/battery back-u}�.
S. Contractor agrees that he sh�il assume sole and complete cesponsibllity 4. Sills shail be instaUed In lon leces, Double to lates shall be in lon runs �• At least one 20 amp branch clrcul[ shaU be provided for laundr�� outlets.
tor job site conditions during the course o[ the construction of this project, and shall be lapped 4 fc minlmum at spllces. � p g 8. Ltghts in closets shal! be approved closet type or 18" from combustlbles.
including safety of all persons and property and that this requirement S. Ail glue lamfnated lumber shail be caast reglon Do�glas flrm Fabricated in `�� Mechanical subcontractor sha(1 furnlsh and install complete, ail
shall apply con[inuously and noc be limited to normal ��orking hours. The accordance with the AC S ma�erials, equipment and fabor as shown ad as necessary for a complete
pecs. 203-70 and shali conform to the latest fabrication and workable system for cooling and heaUng. Contractor shall verlfy the
contractor shail defend indemnify and hold the Owner and the [)esign requlrements of the UBC,
Divfsion harmless from any and all liability, real or alleged in connectfon 6. Glu-lam beams shall be Comf, 24F, ezterior lue and industrial a existing ventllatlon system [o conform wl(h 199'� UBC.
S ppearance 10. Al( lnterlor bathrooms and laundr}� rooms shall have mechanlcal
wlth the performance of work on thls project excepting for liabiliey arising unless otherwise noted on dra��ings, exhaust fans, vent to exterlor of bulldln �.
from the sole negligence of the 4wner or the Design Divisiori. 8. Pl}��ood sheathing shall be APA rated, exposure 1, end jolnts in ad}acen[ b(ezceptlons :if operable window
G. The Contractor shatl comply with the rules and regulations of the State sheet shall be staggered and all pl��vooci edges shali occur at centerllnes of exists). ,
Construction Codes. be�ng, ',I
7. The Contractor is respansible (or returning existing grades to their 9• Plywood f]oor sheathing shail be laid wlth �he grain of the outer plies �
natural condltEons and to provide a smooth transition to avoid any abrupt perpendicutar to the framing members,
of hazardous changes in grades or cross slo}�cs. 10. Provide double Joist or bloc�;ing where walls are perpendicular to subfloor.
8. All interlor walls and ceilings are to be constructed of approved and 1 i. For panelized roof systems, sheathing shall be laid with the grain of the outer
cerclfled material and shall conform to Cire ratings reyuired in 19�)d UBt: plies paraIlel to fram�ng members.
st;c•rzoN aU4 CHART 8B �s iT nYni�iEs. i Z Drill holes 1/IG" o��ersized for bolts, Use standard cut iron washers under nut
9. Al( surfaces and finishes sl�all meet fire rating and smoke denslty test or heads agalnst wooci, except where bearing 1s agalnst steel side plates.
requirements, 13. Driil ptlot holes for screk�s, iag and wood scre��s .>nall be turned in[o place,
10. There wi(l be no structural modifications co che huilding under this not driven.
contract untess approved by project engineer. l4. Use metal anchors and hardware manufactured by "Simpson Company" or ---
1 l. Contractor shatl coordinate work and take other precautions as approved equivalent. Place nalls in all holes as specifled in the latest Simpson �
required to mit�imize disturbance of building occupants and to maintain cat.
non-work area unobslructed and c(ear of debris, iS. Flashing and coun�er flashing at roof ti�a;leys to be 28 gauge,
12. Contractor shail be responsible for protecting work area and materials 1 G. All ne�v rooMg to be Class B or better,
from weather theft vandalism and other losses. 17. AI1 }olnts and penec: atlor,s to be caulked and sealed.
13. Dimensions on new residences refe: to rough concrete surfaces 18. Provide attic ventliat;on of 1/ 150th of che tloor area. �, 4.�--� �
unCinished outside or tnside dimenstons of studs, beams, e[c. Dlmensions of 19. Provide a 22" x 30" scu�tle ro a[tic.
e�cisting resldences refer to finished surfaces. i3rlck and rock veneers are ZO Ceiling height to be 7'-G" min. in fiving area and 7'-0" min. in hall.
excluded from dimenslons providcd. 21 All members throughout the building shali be connected together �+�ith ��, �
14. Contractor shall be responsible for protecting paint fro� ali surfaces malling Itsted !n thts section below unless a greater number are show, or
not to receive paint, These surfa,��s include but are not limited to floors. cailed for efsev,�hcre in the drawings, Ali nails shall be common box nails �j�
susperrdeci ceilings, door hard�u�re, outiets, switches, frames and glass. except as noted otherwlse. Pre-drill holes 7/8 natl diameters if neces�sar�� �
Contractor shall clean or replace at hls expense and surfaces defaced with �� prevent spUtt►ng. AU split ti�ood shall be removed. �
paint.
15. Patch and repair a11 exlsUng exposed walls columns and other surfaces �---{ TKe�E z3-��-8-�-,�A��ir,c scHcou�E
� �CONN_CTION
where pardtlons or other items have been removed and where chipped, �'' '�
� i. io�v �o s�{I or girdcr, tcenail -- --� -� -- ---- --- " .'
� p 1:: .:
cracked or otherwlse defective, Use plaster, lath, or•gypsum board and '_. Bndgmg to �oist, tocnail tach cnd - �, ,.K
� , :
-- _ _ -- - ��. �-
accessories at contractor's option as required to make smooth and flush �?� x o�'S mm x�sz �n�,� s�bnW� o� i�U,o .,�.,,�.�,. f,��. �,;, ---- -- - -
K'1th existing adjacent surfaees. 4. w�ea� �- x 6-� cs mm x 153 mm) subFloor ;o cach �oist,l�ce nail Z� rt
1 G. The contractor shall provide telephone service at the work sice during � s. �- (;i mm} subDoor to joisi or girdcr, blind and facc r.a�: � ���
construction, contiactor shall p�st on the site emergency iel@�t10IlC b. Solc piatc co joist or blocking, rypical face nail z�'�
Solc late to �oist or blockin at braced watl anels � �� a� � 6 (� mm) ot•
numbers for public wor•k, ambulances, pollce and fire departments (contact p � & p 3-I�a a� 16- �ao� �
IOCdI 8U(t1QC1[ICS CO!' V22'ICICa(10R). �. Top plaic io smd, ond nail ) �
8- S�ud io sole ta[c '--i�d w,�; �;
17. Fili all holes In sub-floors w�ith plywood and grout so they are level and p e_sa,,�nas� o� z-i�. ��d � ''' _. f�, ,
flush wilh adJacent floor. Feattier grout to merge any abrupt level changes, � 9. Doublcstuda,faccnail 16dat?4"(610m�)o{ ►� � �
10. Doubled top pfa�es. [ypical [acc oail 16d at 16' (a06 0�
SO 2t1lICe CIOOf IS iC2C Of jiTCgU�iiCf���S ROI1Cedf�IE UI7C��C CaI'�l. Boubicioppla�es,tapsplia )0.4 �
8-I6d I= -
1. ontractor s a! e responslble for all miscellaneous cieaning of walls ,�. $i�w�g�,Wu��o;s�o�Rf�;ziC;�p,,,,,,x�;� 3 �#;�
and wlndows,:sweeping and/or a�ashing of floors, pacching and palnting � 12. Rimjoisttotopplate,t«nail . � �li� - �«
Sd a[ 6"' ( li2 mm) o.�
touch-up, debrts removal, and any other minor ��ork requ'ired pi ior [o � is. ToP pia��, laps and �nttrscct�azs !ace cail ��
OCCU �1dIlC}�, _� � 14. Conunuous headu, ta�o puccs ]6d at 16' (a06 mm) o.c. along cach Wa�
1). Contractor silali perforrn all fetT10�'a1S, dS ti�lO�i`Il O[7 j�Idt1S, 1S CCC�UICL'Cj � 15. Ccilingjoisaioplace,toeniil �j!:.
� 3-8d ,� i' .
l0 �ifhlCve Rev.' conslruction shown. Kemove ail miscellai�eous exposed ; is- c�n�,��o�n�aa«<os��a, �«:�, ,
brackets, fasteners plpes and other mtrlor arc}ii�ectural features [rom i 17. Cciliegjois�s,lapso�erpamuor.s,faa:�;!
a-ae
exlsting sur�aces as necessary. Demolitlon materlals shall be remc��'�(j (�0�71 �!s Cc:hng�ou's to�a.�a!Id rahe:�,!:;c �ai1 - 3-16d
3-16d
the ��remiscs unless directed othen,�lse b�� Owners. � '-�. ��`'°"oP�a�° �x^a.' ��
3-8d
ZU.A���rO(jUCISSpCC�iiC(jl[ll}12SCCjOCU(!l�T1lS1iCS�Cti1��1'�t)CSt;}lfi;�"CCj �'_u.l'^�mm)..a.....,cacr.s:_�a..d�fa:c..a«nail �� ,�.,
C'C�Uii��� CXCC�I H't1e11 IIOICCj (Jl}leCV.'�SC, '�:- x 3 '?i r.:m x 203 mmj shcaehing or less w cach brzring, fac£neil �� � ,�p�
� :,. � ".:_, ..,an ;' x 8' (25 mm x 203 mm) sheathing:o ea::h bearin ;a« nail 3 � ,�� . '�' � . . � -.
''3. Buih-up corner studs lod ai 3." (61G m..-�) o.c ! � �
24. Built-up girder and beams �OC aY3°' (S33 mm) ec_ a: mp and boeton asd sa�::ed :�C a! ends x:� at cach s i^• I
' p': ...
EARTH� i 25. 2" (51 mm) planlcs ^_-15: a: ac.`. Sca ;ng
' 26. W'ood seructural panets and panicleboard:-
1. Exca�•ation sh t conforrn to elevaeions and dimensions shown H ithin a Subtloor and wall shwthin o framu. ! r.:
8G B'r ���� �-
�olerance of +0.01'. 'i� (12.7 mm) and less �.
1913� 3/a" (15 mm-19 m.^�� �
L. Where practicabte, sides of footings shail be cut neat and concrete � 7�$•.i" (22 mm-25 mm) $d� °� �S I ;
poured directiy against the excavation. If forming is required, the trenches � i'�s'.i'�<' ('_9 mm-32 m- i 10d° or Sds �,
shall extend a sufficient distance from footings and foundations to permit ' comb;,,ae�o� s�bn��-u�d�:ia.-,�,; ��o fa�;,,g>: �_�
i 3/a" (19 mm) and less �s �''� � `
placing and remo��al of concrete form H�ork. Lumber used to form footings , ,;$..i. �„ mm-,5 m�,� �
shall not be used in framing of proposed work. ���s--i��,~ (24 mm32 mm) 8d�
I Od` ar 8d5 ,. :�t'"
3. The bottoms of all trenches shall be level, tam�sed, firm, clean and free ! 27. Panel siding (to framing)�: --� �
from debris and wa[er. i i!�" (12.7 mm) or Iess �6
-F. Conditions may develop, as excavation progresses, requiring changes in ' S��" (16 mm� �6 ,�
i '_8. Fibcrboard shwthin
elevations of footings. Such changes shall be made only as directed b�� the � � g� T� -, �
/," (12.7 mm)
engineer or Designer Division and approved by the buiiding department. � N° "�4 ;�t �
5. Back fill shall consist of material free from debris, unsa[isfacton• soil � g 9 �
'S�3Z� ��p mm� � No. 16 a.
rnateriai, obstructions, and deleterious materiai. Back fili material shall be � No. 11 ga.g
placed in G" layers. Moisten or aerate each layer as necessan� to provide � No 16 �9 �`
� 29. in[cnor anelm
op[imum moisture content, Compaction of all layers sh` il be 90 �'o. ,i�� �6 a mm�
G. Special Inspeccions shali be required per discretion of building official & 3�g" (9.5 mm) 'd�o
current U.B.C. requirements if he/she sees fit that a special soil condition 1'commo� o� �x na�is mar b� �ua cscspi whcrc othcrwisc statcd, bdt' �'� f�'
exists or if design of footings exceeds minimum re uirements s ecified. 'Nails spaced't 6 inchcs (152 mm) on ccmcr ai cdgcs, IZ inches (305 mm) ai ineczmediatc supports exccpc 6 inchcs (152 mm) at ali supports where spans arc � �
q p 48 incha (1_39 mm) or mora For n�iJin g o! wooC swctura! pand��.. and panicl e b o ar d diap hagms an d s hcar wa l ts, re fer to Sections 2315.3.3 and 2315.a. Nails
"� ° U. B. C. C hapter 29 ; TabI2 Z9-A, AppeIIC�lX Clldp(el" ! O. , for wall shwthing may be common_ box or cnsing. �
'Common or detormed�shank. �
� . 'Common.
� SDcformcd shank. #,�, � � - ,. �
- 6Conosion-retistant siding or casing nails con:o.m�ing io thc requircnncn[s o' Section 230C.3- �"�
. � �Fastcners spaced 3 inches (76 mm) on ccnier at cztcrior cdgcs and 6 incbcs (152 mm) on ccntcr a� initrmtdiatc supports. pp..��
C O NC RETE SCortosion-resistaN roofing nails wiih �/�6-inch-dfamcttr (ll mm) hFad and 1�/2-inch (38 mm) Icngth for �/,-inch (12 7 mm) shcathing and 13/a-inch (44 mm J �
9 Icng[h for =T)}�-inch (20 mm) shcatnin&contorming to thc reqwrqncnts o( ScctiOn 23043.
I. Portland cement shall conform to ASCM Spec, C 150, tatest edition, ty �to��si n lnch �20 mm � sbw�tthinomin�l �i�b.inch p7 mm� crown iq�d :�/g-�nch (34 mm) Icngih to� 4,-inch (]2.7 mm) shcathiog and I�!�-inch (38 mm) Icn�th :�<y �
i�' 3� � ( ) g con:ormmg to thc rcqwrcmcn[s V� Scc�ion 23043. ' ��}{ �
11, One brand of cement shall be used throughout the work. tOPa^=� SuPa�n= a� 16 ��=n�s (aov m�,> �zo ;��n�s �soa mm�;r 5�r�n�gih axfs in thc long dircction of the pantl, uniess othcnvist markcd). Casing or finish nails ``�.� �_ - �
2. Aggregates shall conform, r� ��r1 $�C, C33 latest edition, ��Pancl s ppons�a� 24? chcs (6I08mmj�Casing orCfinfsh30�5,'mmP c<�n�unchcsa(752 mPm on
3. Concrete design mi� to be 25p0 PSI ��' 2g days compressi��e s[rength. � oan�� cdgcs, 12 inchcs (30S mm) ai intcrmcdia�t supports.
��, .
-�. Transport concrete from mi�er to final position by a method which �•ill '
prevent separation, or loss of maierial in accordance with ASTh1 spec. C9�.
S.Depositconcreteincontinuousoperationuntiipanelorsectionis Si'R�ICT'(JR�L s�I'EEL, allC� 1�1IS�,�L.LANE�US
completed. �
G. Consolidate placed concrete by mechanical vibrating equipment I R�N -�'°
supplemented b}' hand-spading, rodding or Camping. l, ,411 s[ruciural stee! and miscellaneous ir�n sha!I be ASTt�i A3G. Use AISC
�. Ali reinforcing bars, k�elded wire fabric. anchors. inserts and other specif3catlons and code of standard praccic .
embedded hardw�are shail be accurately set and securel}� held in place to 2• Steel tubuIar columns shall conform co ���''�t aS�Q Grade B.
maintain proper posi[ion during plaCement of the conCrete. 3. Stee[ p[pe cotumns shall be ASTh4 AS3 Glrade B.
8. Ali concre[e shal] be reinforced unless specificalh� marked "not �• Ail welded connecdons shall be w�elded �,ccording to the latest edltion of
reinforced". the AWS code.
S. Provide special inspectlon for all fleld w�ld[ng. Use E70 electrodes for
CONCRET'E SLAF3S welding. i
l. i construction'joints shall be left rough. Clean surface of the joincs �- Bolts, nuts and washers shall be AS"i'M 307.
before placing next pour. 7. Aii bott holes shalt be punched or driVl and shalt be 1/1G" larger [han
the nominal bolt size. Burned holes are not accep�abie.
Z. Provide moisture barrier cover over prepared base material where 8. Structural steel workmanshfp and detaii ng shall conform to the latest
lndicated. use only materiai which are resistant to decay when tested in Aws standards. �UI�,D��.t DEPT. �QMMENTS:
accordance with AS"I'M E.154. 9. Submii sha drawin s, Sncludin com lelte detalls aad scheciules for
3. Finished surfaces of aIl slabs or panels shall be true and flat or sloped p g g p �1. Ail escape window openings (shown on ptans as "EGRESS") Shall have a
fabricatlon. Sho� fabrication drawIngs must be verit�ed by registered �mmum net clear opening height of 24 inches; minimum net clear opening
uniforml}� as shown. An�� deviations shall noc exceed 1/8" in 10 feet. engineer and submii[ed to bullding departmenC with letter of approval
-�. Lap wire mesh 12" minimum and tie to maintain together. Provide from engineer. width of 20 inches, and sill heights not more than 44 inches above the floor.
supports to insure that the wire mesh is maintained at approximatel�� mid- I0. Paint metal with red lead.inhlhitive pec federat spec. TTP86 One shop 2. All water ciosets installed to be maximum 1.6 gallons per flush per Califot'tlta
depth of the siab. coat and field touch-up. Health & Safety Code.
CONCRETE REINFORCING STEEL 3. Provide smooth metal duct for dryer exhaust extending to outside with
l. Use grade �0, deformed, reinforcing conforming to ASTM A G15, rypicai baekdraft damper. UMC 504 and 908.
uniess othecwise noced. PLUMBING I\T��I'ES 4. Provide non-removable backflow prevention devices on all e�erior hose bibs.
2. Use grade 40, deformed, reinforcing for all dowels, footings and slabs. I IJPC 603 i
3. Use grade 40, deformed. reinforcing for ali panel chord bars and aii 1. Plumber and subcontractor shall furnish and instail complete, all
masonry block w�alls. macerlals, equipmen€ and labor as shown as necessary for a comple�e and 5. Provide pressure relaef valve with drain to'oi�tside at water heaters.
-�. All reinforcement shall be continuous with staggered spiices at adjacent workable system. ' UPC 603
bars. 2. Tollecs to have clear spaces of not tess ttian 30" !n width and 2a" in 6. All shower and tub-shower combinations shall be provided with individual
5. Iap 40 diameters at spiices in concrete or masonry. front. ToUets to have maxlmum ailowable of 1.6 galtons per flush. Relocate �ontrol valves of the pressure balance or the thermostatic mi�cing valve type.
G. Al! concrete ties shall have a 135 degree corner bend. cotlets can have maximum allowabte of 3.5 galtons per flusl�.
�. Provide special inspection For aU field welding. bVelding electrodes : use 3. Shower and tubs wlth showers requlre waterproof sheetrock G' abave �� SECTION 42Q.4
E7o electrodes for weiding. floor. Provlde shower curtain or tempered glass enclosure.
,
8. Concrete cover for reinforcing steei shall be made as foi�ows unless �. Pro� ide 24" clearance !n fronc of water heater and furnace.
othern�ise noted on drawings : 3" rninimum for concrete paured against 5. Provlde water heater with pressure release valve draining to outside
earth ; 2" minimum for formed surfaces backfilled with earth ; 1 1/Z" betw.een six and twenty four inches from ground.
minimum for formed surfaces exposed �o weather ; 3/�i" minimum for 6. All those bibs to have non-removabie backflow preventIon devices.
Formed surfaces exposed to interior space. 7. Provtde crawl space access wlthin 20' of ptumbing cleanouts. ,
24 ]L 30 PRINTED AN NO. tO001i CIEAF[R�NT ♦
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IP IRON P1PE
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DI DROP INLET
INV. INVERT
LAT. LATERAL
WV WATER VALVE
WM WATER METER BOX
GM GAS METER
EM ELECTRIC METER
FH FIRE HYDRANT
GRD GROUND
-T- TELEPHONE LINE
-E- ELECTRICAL LINE
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-G- GAS LINE
-W- WATER LINE
-SS- SANITARY SEWEF2 LINE
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-OH- OVERHEAD LINE
CO CLEAN OUT BOX
VCP VITRIFIED CLAY PIPE
FF FINISHED FLOOR
HCR HANDICAP RAMP
BW BACK OF WALK
TBC TOP BACK OF CURB
FL FLOWLINE
LG LIP OF GUTTER
C/L CENTERLINE
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MON-MON MONUMENT TO MONUMENT DISTANCE
TBM TEMPORARY BENCHMARK
PBV PACBELL VAULT
SL STREET LIGHT
SLB STREET LIGHT BOX
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BASIS OF BEARINGS --• W
THE BEARING, NORTH 34�56'00" EAST, OF THE MONUMENTED CENTERLINE � �
I OF HILLSIDE DRIVE, AS SHOWN ON THAT CERTAIN RECORD OF SURVEY
BY KAVANAGH ENGINEERING, WHICH WAS FILED FOR RECORD IN BOOK �
� 22 OF LLS MAPS PAGES 59-61, WAS USED AS THE BASIS OF BEARINGS �`r
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FOR THIS SURVEY. W �
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�'� �ENCHMARK � �
THE RAMSET NAIL WITH WASHER "BM 184" SET AT THE
_ � NORTHEASTERLY CURB RETURN AT THE EASTERLY INTERSECTION � �� W
OF DRAKE AVENUE AND ADELINE DRIVE, WAS USED AS THE � Y
� BENCHMARK FOR THIS SURVEY. p � Q
ELEVATION: 57.557 FEET, BURLINGAME CITY DATUM. V m ��
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IVOTES� I Q. • > U
� BGT DID NOT RECEIVE A TITLE REPORT COVERING SUBJECT ( a O
� PROPERTY; THEREFORE, ANY EASEMENTS OF RECORD AFFECTING �>=
SUBJECT PROPERTY COULD NOT BE SHOWN HEREON. �� Z
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UTILITIES SHOWN HEREON TAKEN FROM VISUAL SURFACE O z � �
EVIDENCE AND SHOULD BE CONSIDERED AS APPROXIMATE
ONLY. ACTUAL LOCATIONS OF UTILITIES MAY VARY. � � j O
� TRUE LOCATION OF UTILITIES CAN ONLY BE OBTAINED BY �
I EXPOSING THE UTILITY. � O 0° � a
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THE LOCATION OF THE SEWER CLEANOUT WAS NOT FOUND z M ZQ
BY THE FIELD CREW. THEREFORE, THE CLEANOUT(S), AND Q � �-�-� �
THE PROBABLE LOCATION OF THE SEWER LATERAL COULD
NOT BE VERIFIED. VERIFICATION TO BE DONE BY OTHERS. � z � �.i
� BGT WILL BE PREPAR(NG A RECORD OF SURVEY WHICH WILL I Q'Q ��
I SHOW THE MEANS BY WHICH A RESOLVED BOUNDARY WAS
ASCERTAINED. � � � �
TREE LOCATIONS SHOWN HEREON ARE SHOWN SYMBOLICA�LY �'
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WITH SYMBOL SIZES BASED UPON TRUNK DIAMETER AT CHEST HEIGHT, � W m
AT THE LOCATION WHERE THE TREE ENTERS THE GROUND SURFACE. w �
I LOCATIONS AND SIZES OF TREE TRUNKS CAN ONLY BE CONSIDERED Q n 'T�' .
� A P P R O X I M A T E U N L E S S O T H E R W I S E S T A T E D O N T H E M A P. T R E E S O F ��'
TRUNK DIAMETER SIZES OF 6 INCHES OR GREATER WERE LOCATED
BY THE FIELDCREW. ( � O
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SURVEY PERFORMED BY: BGT - BRYAN G. TAYLOR, INC. m
LATE OF FIELD SURVEY: AUGUST 4, 2003 m N
� JOB NUMBER: 03-093 00 � ,
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( Dafe: AUG. 2003
Scale: �„ = 8,
Drawn: BGT
�� � Drawing Number:
JAN 9 200�
GITY OF BURLiNGA�E
PLANNING DEPT ; SHEET � OF �
�- -� Job No. 03-093
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TREE PROTEC7ION NOTES
l. (� TRE�S WILL BE REMOVED: (.�])trees will be removed under thc
proposed improvements. (See �end for locations and type.)
Al! other trees shaU be �rotected as shown on plans and per tt�e notes b�lo��.
2. TRENCHING: All trenching within lhe drip line of existing frees to remain
shali be by hand with care laken nol to damage roofs over 2" diameter
3. FENCING REQUIREMENTS; Treas Io remain shall be fenced wifh
iemporary fencing, such as sfeel slakes (max. 5'-0" on center) wilh wire mesh
fabric (8x6 open), chainlink, or similar appropriale material, Height to be a
minimum of 4'-0".
4, PRUNING; Pruning, it requirad, shall be per(ormed by a licensed free
arborist or professional speciflcaily irained in plant pruning. 7rees lo remain
shall be pruned 10 remove dead or diseased wood. Tree or shrub "lopping" or
"shearing" shall only occur as directed or� lhe plans or in the field by Ihe
owner,
5. CONSTRUCTION OPERA710NS: No construction 6peralions shall be
carried on wilhin the drip line area of any lree designated. Io be saved except
as aulhorized by Ihe own�r,
6. ORADING OPERATIONS: Trees which req�ire any degree of flll arouno !he
nah�ral grade shall be guarded by recognized sta�dards of Iree protection anc
design of free wells.
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