R-2014-35b OFFICE OF COMMUNITY DEVELOPMENT
CITY HALL
10300 TORRE AVENUE•CUPERTINO, CA 95014-3255
C U P E RT I N O (408)777-3308• FAX(408)777-3333•planninq(a�cupertino.orq
November 19, 2014
Studio 61 Architects
Attn: Frank Ho
12480 Saratoga Ave.
Saratoga, Ca. 95070
SUBJECT: TWO STORY PERMIT ACTION LETTER-Application R-2014-35:
This letter confirms the decision of the Director of Community Development, given on November 19,
2014, approving a Two Story Permit to allow the construction of a 2,596 square foot single family
residence, located at 10282 Menhart Lane, with the following conditions:
1. APPROVED PROTECT
This approval is based on a plan set entitled, "Broberg and San residence, New Custom Homes,
10282 Menhart Ln, Cupertino CA 95014" consisting of six sheets labeled "A0.1 to A3.1 and a
Topographical and Boundary Map", dated February 18, 2013, except as may be amended by
conditions in this resolution.
2. ANNOTATION OF THE CONDITIONS OF APPROVAL
The conditions of approval set farth shall be incorporated into and annotated on the building plans.
3. ACCURACY OF THE PROTECT PLANS
The applicant/property owner is responsible to verify all pertinent property data including but not
limited to property boundary locations, building setbacks, property size, building square footage,
any relevant easements and/or construction records. Any misrepresentation of any property data
may invalidate this approval and may require additional review.
4. CONSULTATION WITH OTHER DEPARTMENTS
The applicant is responsible to consult with other departments and/or agencies with regard to the
proposed project for additional conditions and requirements. Any misrepresentation of any
submitted data may invalidate an approval by the Community Development Department.
5. COMPLIANCE WITH PUBLIC WORKS CONFIRMATION FORM
The project shall comply with the requirements indicated on the Public Works Confirmation form,
including, but not limited to, dedications, easements, off-site improvements, undergrounding of
utilities, all necessary agreements, and utility installations/relocations as deemed necessary by the
Director of Public Works and required for public health and safety. The Public Works Confirmation
is a preliminary review, and is not an exhaustive review of the subject development. Additional
requirements may be established and implemented during the construction permitting process. The
project construction plans shall address these requirements with the construction permit submittal,
Two Story Permit Action Letter Page 2
R-2014-35
and all required improvements shall be completed to the satisfaction of the Director of Public Works
prior to final occupancy.
6. PRIVACY PROTECTION COVENANT
The property owner shall record a covenant on this property to inform future property owners of the
privacy protection measures and tree protection requirements consistent with the R-1 Ordinance, far
all windows with views into neighboring yards and a sill height that is 5 feet or less from the second
story finished floor. The precise language will be subject to approval by the Director of Community
Development. Proof of recordation must be submitted to the Community Development Department
prior to final occupancy of the residence.
7. LANDSCAPE PROTECT SUBMITTAL:
Prior to issuance of building permits, the applicant shall submit a full landscape project submittal per
sections 14.15.040 A, B, C, and D of the Landscaping Ordinance if more than 2,500 square feet of
landscaping area is proposed. The Water-Efficient Design Checklist (Appendix A of Chapter 14.15),
Landscape and Irrigation Design Plans, and Water Budget Calculations shall be reviewed and
approved to the satisfaction of the Director of Community Development prior to issuance of building
permits.
8. FRONT YARD TREE:
The proposed "Autumn-Purple Ash" front yard tree is to be relocated outside the corner triangle.
9. EXTERIOR BUILDING MATERIALS/TREATMENTS
Final building exterior treatment plan (including but not limited to details on exterior color, material,
architectural treatments and/or embellishments) shall be reviewed and approved by the Director of
Community Development prior to issuance of building permits. The final building exterior plan
shall closely resemble the details shown on the original approved plans. Any exterior changes
determined to be substantial by the Director of Community Development shall require a minor
modification approval with neighborhood input.
10. INDEMNIFICATION
To the extent permitted by law, the Applicant shall indemnify and hold harmless the City, its City
Council, its officers, employees and agents (the "indemnified parties") from and against any claim,
action, or proceeding brought by a third party against the indemnified parties and the applicant to
attack, set aside, or void this ordinance or any permit or approval authorized hereby for the project,
including (without limitation) reimbursing the City its actual attorneys' fees and costs incurred in
defense of the litigation. The City may, in its sole discretion, elect to defend any such action with
attorneys of its choice.
11. NOTICE OF FEES, DEDICATIONS, RESERVATIONS OR OTHER EXACTIONS
The Conditions of Project Approval set forth herein may include certain fees, dedication
requirements, reservation requirements, and other exactions. Pursuant to Government Code Section
66020(d) (1), these Conditions constitute written notice of a statement of the amount of such fees, and
a description of the dedications, reservations, and other exactions. You are hereby further notified
that the 90-day approval period in which you may protest these fees, dedications, reservations, and
other exactions, pursuant to Government Code Section 66020(a), has begun. If you fail to file a
Two Story Permit Action Letter Page 3
R-2014-35
protest within this 90-day period complying with all of the requirements of Section 66020, you will
be legally barred from later challenging such exactions.
Please note that if this permit is not vested within a year, it shall expire on November 19, 2015.
Staff has made all the findings that are required for approval of a Two Story Permit as required by the of
Cupertino's Municipal Code, Chapter 19.28.140 (A). Also, please note that an appeal of this decision
can be made within 14 calendar days from the date of this letter. If this happens, you will be notified
of a public hearing,which will be scheduled before the Planning Commission.
Since��� � /
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G�, �! ;�
, .
;��.�=��
, �
�Erick Serrano
Assistant Planner
(408) 777-3205
ericks@cupertino.org
Enclosures:
Approved Plan Set
CC:Robert Broberg or Wendy San,10282 Menhart Ln,Cupertino,Ca. 95014
GRADING NOTES:
1 APPROVAL Of THESE PLANS DOES NOT RELEASE THE OWNER
AND/OR CONTRACTOR OF THE RESPONSIBIUTY FOR THE
CORRECT10N5 Of MISTAKES.ERRORS,OR COMMISSIONS
CONTAINED THEREIN.IF�URINC THE COURSE OF
CONSTRUCTION IMPROVEMENTS,PUBUC INTEREST REQUIRES A
MODIFlCATION OF/OR A DEPARTURE FROA1 THE CITY Of
CUPERTINO SPECIFlCATION OR T}1ESE IMPROVEMENT PLANS,
THE CITY ENqNEERS SHALL HAVE THE AUTHORITY TO
REOUIRE SUCH MODIFlCATION OR DEPARTURE AND TO SPECIfY
THE MANNER IN WHICH lHE SAME IS TO BE COMPLETED,AT
THE SOLE EXPENSE Of THE OWNER ANO/�t CONTRACTOR.
2. CON7ACT PUBLIC VYORKS,777-3104,FOR DRAINAGE AND
FINAL GRAOE INSPECTION,WHICH INCLUOES DRAIN UNES
AND ROOF DRAINS/DOWN SPOUTS.
3. ALL PUBUC IMPROVEMENTS MUST BE COMPLEiED PRIOR TO
OCCUPANCY.
4. CONTRACTOR IS RESPONSIBLE FOR DUST CONTROI AND
INSURING 1HE AREA ADJACENT TO THE WORK IS LEFT IN A
CIEAN CONDITiON.
5. THE CONTRACTOR SHALL REVIEW S7D.DETAIL 6-4 ON TREE
PROTECl10N PRIOR TO ACCOMPLISHIN�ANY WORK OR
REMOVING ANY TREES.
6. UTiL12E BEST MANAGEMENT PRACTICES(BMP'e),AS
REQUIRED BY THESTAlE WATER RESOURCES CONTRO�
BOARO,FOR ANY ACIIVITY,WHICH DISTURBS SOIL.
7. A WORK SCHEDULE OF GRADING ANO EROSION de SEDIMENT
CONTROL PLAN SHALL BE PROVIDED TO THE qTY ENGINEER
BY AUGUST 15.NO HILLSIDE GRADING SHALL BE PERFORMED
BETWEEN OCT08ER 1 TO APRIL 15.
8. ALL NE'M ELECTRICAL SERVICE IN FRONT OF HOUSE(POWER,
PHONE,AND OR CABLE)SHALL BE UNOER GROUNOED.
9. TO INIIIATE RELEASE Of BONOS,CONTACT THE PUBIIC
WORKS INSPECTOR fOR FlNAL INSPECTION.
10.ALL DOWNSPOUIS TO BE RELEASED TO THE GROUND
SURFACE,DtRECTED AWAY FROM BUILDING FOUNOATIONS
AND DIRECTED TO�ANDSCAPED AREAS.
11. PROVIDE Sx MIN.SLOPES FOR GRADE AWAY FROM
FOUNDAilONS AND ORAINAGE AWAY FROM ADJACENT
PROPERTY UNES.
12.PRIOR TO BEGINNING ANY MIORK WITI-IIN THE PUBUC RIGHT
OF WAY,THE CONTRACTOR W1LL BE RESPONSIBLE FOR
PUWNG AN ENCROACHMENT PERMIT fROM THE PUBIJC
WORKS DEPARTLAENT.
GENERAL SiTE NOTES:
A. SEE C1 GRADING PUN FOR MORE INFORMATION REGARDING
UTILITY SERVICES FOR THIS HOUSE.
B. GRADE TO SLOPE AWAY FROM STRUCIURE MIN.OF SX
4NTHIN THE 1ST 10-FEET Of STRUCTURE.IF IMPER�r10US
SURFACES ARE'MITHIN THE FlRST 10-FEET OF THE
BUILDING,A MIN.OF 2X AWAY FROM STRUCTURE IS
ALLOWEO.
C. SEE A2.2 FOR�OCATION Of TREE PROlECTED FENCE
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SITE KEY NOTES:
E FROMTAGE AND�AY APPROACH TO REY N AS
is
(N)PERNWS STONE PA�ER DPoVE WAY.
I9"ROOF OVER HANG TOTAL AREA IS 2705F
(N)1}'WAIFIi UNE
(N)WATER YEIFR PQt FlRE SPPoNKLER PLMI-
(N)0.ECTRICAL MAIN PANE1.NIN.200A
(N)OVQt HEAD UM171E5 LINE
(N)CAS 1AEIER PQt PCdE
(N)DOYRI SPOUT WI7H PRONDE DIRECT ROOF RUNOFF AND
ON-SITE SURFACE DRAINAGE TO lANDSGPm AFtEAS OR
GRASS SWAlES FOR INfA.iRA71ON TO 1}IE GREA7EST
DEGREE POS98lE
(N)Paavexn u►�c.o.wusr ee wir+u+s�r oF n+e
�o�v+r uH�a�ouT sr+ui ee n+e s�
a�w�t�s n�s�Porrna+oF rne sQtr+c�
U7ERAL,CRANT(UTERK IS��DIMIE�ER MIN.SEE C7
ER
(N)4'CLE.W WT
(N)4'ABS SEYiER UNE
LNOCATOM OF 1REEACY PUN FOR TYPE OF TRFF ANO
(N)MOSE&BBS W/Npl-REMOVABLE TYPE BACKFLOW
aee�nna+oencE
15 �ro s�o��w�r rRar srnucnn+��xH.oF sx
�MTp�7ryE 157 Ip-FEET OF S7RUCTURE.IF IAWfRNWS
su��c�s u�wwn+n��+e Flr�io-�r oF n+E
BUtDMIC,A WN.OF 2x AWAY FRW STRUCTIRE IS
�tL0M4n.
16 ��+DEt+sex uNiT sNU�eE�oaE n�ui s'sEr a�ac
FROM 9DE PROPERtt.
Q (N)6'-0'MA%.WGH REDWO00 FENCE AND/OR GAlE
18 ��e'-o'MNC rna+r�nw000 r�ce wa+c vRavQtn
19 FlRSr�ooR 9oe ser e�ac
Q (N),VJNYN-PlNtP1.E A91 OR PER Q1PER71N0 APPROVAL
51REET TREE.MIN.24'BOX OR IAHGE}t.1N1H A MIN.
HEICHT 8'-0'.
O %lE SHALL BE KFPT OPEN AHD fREE FRON BINIDINGS
NID STRUCiIlRES OF ANY K4lD.
� WIqNC'M1H 1IA7C 6'FROY NANRAL CRADE LANDINC
MITH 18'HICH FROM+�'RADE S+HM.L HAVE 70'-0'NIN.
SET BAq(
� FltoNr sEr e�ac ur�
Q SECp1D F1.00R SOE SET BACIC
� (E)7REE TO REMAIN AND PROTECTFD DURINC
casrnucna+. Q
� r�a rn 2 ,
Q IN)AUNYN-PURPLE A31 OR PER WPERi1N0 APPROVAL ��
FRONT YARD TREE.41N.24�BO%OR lAR4ER.'MTM A
MW,H�GHT 8'-0'.
i'ITALJAN
CYPRE55
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JOB LOCATION: 10282 MENHART lN. 1. A PLOT PLAN SHALL BE PREPARED DESCRIB�NG THE
JURISDIC110N: CITY OF CUPERTINO RELATIONSHIP OF PROPOSED GRADINC ANO UTtUTY
APN: 375-77-016 TRENCHING TO THE TREES DESIGNATED FOR
CONST.TYPE yg PRESERVATION. CONS7RUCTION AND GRADING SHOULD
NOT SIGNIFICAN7LY RAISE OR IOWER THE GRWND
FlRE SPRINKLER YES LEVEL BENEATH TREE DRIP UNES. IF THE GROUNO
l0T SIZE: 5,777.95SF IEVEL�S PROPOSED FOR MOOIFlCATION BENEATH THE
ZONING R1-5 DRIP LJNE, THE ARCHITECT/ARBORiST SHALL ADORE55
AND MI7IGATE THE IMPACT TO THE TREE(S).
OCC GROUPS R3/U 2• ALL TREES TO BE PRESERVED ON THE PROPERTY AND
ALL TREES ADJACENT TO THE PROPERTY SHALL BE
PROJECT COIAPLY W 2013 CAUFORNIA BUILDING BASE PROTECTED AGAINST OAMAGE OURING CONSTRUCiION
� � OPERATtONS BY CONSlRUCT1NG A FOUR-F00T-HIGH
CODE 2012 IBC),2013 RESIDENnAI(2012 IRC),PLUM8ING FENCE AROUND THE DRIP LINE,AND ARMOR AS
2013 CPC(2012 UPC),MECHANICAL 2013 CMC(2012 NEEDED. THE EXTENT OF FENCING AND ARMORING
UMC),ELECTRICAI 2013 CEC(2011 NEC),FlRE 2013 CFC SHALL BE DEIERMINED BY THE LANDSCAPE ARCHITECT.
(2012 IFC)AND 2013 ENERGY COOES(2012 BUII_DING 11'iE TREE PROTECiION SHALL BE PLACED BEFORE ANY
ENERGY EFFlCIENCY STANDARDS).2013 CALGREEN CODE EXCAVATION OR GRADING IS BEGUN AND SHALL BE
AIAINTAINED IN REPAIR FOR THE DURATION OF THE
EXISTING HOUSE: coNS�ucnoN woRK.
3. NO CONSTRUCTION OPERATIONS SHALL BE CARRIED ON
REMOVE(E)UVING AREA: 1,370SF `ti'�TM�N THE DRIP LINE AREA OF ANY 1REE DESIGNATED
TO BE SAVED EXCEPT AS IS AUTHORIZED BY 1HE
PROPOSE: DIRECTOR OF COMMUNITY DEVELOPMENT.
4, IF TRENCHING IS RE�UIRED TO PENETRATE THE
FlRST FLOOR UVING: 1,289SF PROlECT10N BARRIER FOR THE TREE,THE SECTION OF
FlRST FLOOR GARAGE: 4225F ���IN THE DRIP UNE SHALL BE HAND DUG SO AS
TO PRECIUDE iHE CUTTiNG OF ROOTS. PRIOR TO
SECONO FLOQR LIVING: 885SF INITIATING ANY TRENCHING WITHIN THE BARRIER
70TA1(N)BUIL�ING 2.596SF APPROVAL BY STAFF WITH CONSULTATION OF AN
AR80RIST SHALL BE COMPLETID.
AREA NOT INCLUDE IN FAR 5. 1REES WHICH REQUIRE ANY DEGREE OF FlLL AROUND
iHE NATURAL GRADE SHALL BE GUAROm BY
FRONT PORCH 41SF RECOGNIZED STANDARDS OF TREE PROTECTION AND
PAT10 167SF DESIGN OF TREE WELLS.
DECK 71SF 6. THE AREA UNDER THE DRIP L1NE OF THE TREE SHALL
ROOF OVERHANG 270SF BE KEPT CLEAN. NO CONSTRUC'T10N MATERIALS NOR
70TA� 549SF CHEMICAL SOLVENTS SHALL BE STORED OR WMPED
UNDER A TREE.
TOTAL PROPOSE LIVING AREA: 2,174SF 7. FlRES FOR ANY REASON SHALL NOT BE MADE WITHIN
FlFTY FEET OF ANY TREE SELECTED TO REMAIN ANO
TOTAL iST FLOOR AREA: 1,711SF SHALL BE LIMITED IN SIZE AND KEPT UNDER CONSTANT
TOTAI 2ND FLOOR AREA: 8855F SUR�EILLANCE.
885SF 8• TME��AL CON'fRACTOR SHALL USE A TREE SERVICE
2nd TO 1ST FLR.RAT10 =52Rf66Z LICENSEE.AS DEFlNED BY CAllFORNIA BUSINESS AND
�,7��$F' PROFESSIONAL COOE,TO PRUNE ANO WT OFF THE
F.A.R.: z�59fiSF BRANCtiES THAT MUST 8E REMO�ED DURING THE
=44.94x GRADING OR CONSTRUCTION. NO BRANCHES OR ROOTS
5,777SF SHALL BE CUT UNLESS AT FlRST REVIEWED BY THE
15T FLR.BID.COVERED: I.ANDSCAPE ARCHITECT/AR80RI5T YMTH APPROVAL OF
1.711+549 =2.260SF STAFF.
BID.COVERAGE: 2,260SF 9. ANY DAMAGE TO IXISTING TREE CROWNS OR ROOT
=39.125<507G SYSTEMS SHALL 8E REPAIRED IMMEDIATELY 8Y AN
5.7775F APPROVED TREE SURGEON.
FRONT YARD AREA =1,114SF 10.NO STORAGE OF CONSTRUCTION MAiERIALS OR PARKING
SHALL BE PERMITTED NATHIN THE ORIP UNE AREA OF
FRONT YARO IMPERVIOUS AREA =484SF<SOX FRONT ANY TREE DESIGNATED TO BE SAVED.
YARD 11• TREE PROTECTION REGUlAT10NS SHALL 8E POSTED ON
PROTECl1VE FENqNG AROUNO 1REES TO BE PROTECTED.
TURF AREA =599SF
TOTA�NON-TURf = 1.868SF
LANDSCAPE = 2.467SFQ.SOOSf
TURF PERCENTAGE =24.28XQ5z
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ARCHITECT
A0.1 PLOT PLAN
A1.0 PRIVACY PROTEC110N PLAN,ROOF PLAN,&
DEMOUTION PIAN.
A2.0 BIOCK AREA DIAGRAM,LANDSCAPE DIAGRAM,
A2.1 15T FLOOR PLAN,AND 2ND FLOOR PLAN
A3.1 EXTERIOR ELEVAT10N5 AND SEC110NS
CO SURVEY DRAWING
- �� � _� �_ - L _�Vi i _�
1. AN AUTOMATiC SPRINKLER SYSTEM SHALL BE
1. REMOVE ENTIRE(E}SINGLE STORY HOME dc ALL PROVIDED THROUGHOUT ALL NEW BUILDINGS AND
CONCRETE PAVER. STRUCTURES EXCEEDING ONE THOUSAND SQUARE FEET.
2.PROPOSE N 2 STORIES HOME AND 2 CARS COVERED PORCHES,PAT105,BALCONIES.AND AT'fIC
� ) SPACES MAY REQUIRE FlRE SPRINKLER COVERAGE. THE
GARAGE. NEW DETACHED GARAGE DOES NOT REQUIRE FlRE
3. TOTAL 4 BEDROOMS,AND 3 BA7HROOM. SPRINKLERS.A STAlE OF CAIIFORNIA UCENSED(C-16)
4.PROVIDE NEW DRIVE WAY O EXISTING ROLL UP FlRE PROTECTtON CON7RACTOR SHALL SUBMIT PLANS,
CURB CALCULATIQNS,A COMPLETED PERMIT APPUCATION
ANO APPftOPR�ATE FEES TO THIS DEPARTYIENT FOR
5. PROPOSE TO PLANT(N)TREE IN FRONT YARD AS REVIEW AND APPROVAL PRIOR TO BEqNNING T}iE1R
REQUIRED FROM C1TY OF CUPERTINO. WpRK.CFC SEC.903.2.AS ADOPTED AND AMENDED
6.PROVIDE PRIVACY PROTECiION PLANT IN REAR BY CUPMC.
YARO. 2. PORTABIE WATER SUPPLIES SHALL BE PROTECTED
FROM CONTAMINATION CAUSED BY FlRE PROTECTION
-, , �= _:` �:�R'i51i�'' WATER SUPPUES. IT IS TFIE RESPONSIBIUTY OF THE
„� , .��
' APPLICANT ANO ANY CONTRACTORS AND
...-�--�.,+'^'-n--- - ------.T'-- _:,------�--
SUBCONTRACTORS TO CONTACT THE WATER PURVEYOR
�.� SUPPLYING THE SITE Of SUCH PROJECT,AND TO
•^--� � COMPI.Y NATH THE REQ.OF THAT PURVEYOR.SUCH
� ° REQ.SHALL BE INCORPORATED INTO THE DESIGN Of
""""" �" ANY WATER-BASED FlRE PROTECTION SYSTEMS,
AND/OR FlRE SUPPRESSION WATER SUPPLY SYSTEMS
OR STORAGE CONTAINERS THAT MAY 8E PHYSICALLY
CONNECTED IN ANY MANNER TO AN APPUANCE
CAPABLE OF CAUSING CONTAMINATION OF THE
PORTABLE WA1ER SUPPLY OF THE PURVEYOR OF
RECORD.FlNAL APPROVAL�THE SYSIEM(S)UNDER
CONSIDERAl10N WILL NOT BE GRANTED BY THIS OFFlCE
UNT1L COMPLIANCE NATH T1iE RE�UIREMENTS OF T}1E
WATER PURVEYOR OF RECORD ARE�OCUMENTED 8Y
1HAT PURVEYOR AS HAVING BEEN MET BY 1HE
� APPUCANT(S).2010 CFC SEC.903.3.5 AND HEALTH
I ' ,ax � AND SAFETY COOE 1314.7
. 3. APPROVED NUMBERS OR ADDRESSES SHALL 8E
PLACED ON ALL NEW ANO EXISTING BUILDINGS IN SUCH
A POSIiION AS TO BE PLAINLY VISIBLE ANO l.EG18lE
F'ROM THE STREET OR ROAD FRONTING THE PROPERTY.
NUMBERS SHALL CONTRAST'MTH THEIR BACKGROUND.
- CFC SEC.505
4. CONSTRUCTION SITE FlRE SAFETY: ALL CONSTRUCTION
" SITES MUST COMPLY NATH APPUCABIE PROVISIONS OF
THE CFC CHAPTER 14 AND OUR STANDARD DETAIL
� AND SPECIFlCATION SI-7
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Project:
Broberg and San Residence
New Custom Homes
10282 Menhart Ln.
Cupertino,CA 95014
AppiicantlOwner.
Mr.Robert Broberg
Ms.Wendy San
10282 Menhart Ln.
Cupertino,CA 95014
Tel. 408.772.0715
Tel.408.209 9Q02
Whsan923�Yahoo.com
Rbroberg@GmaiLcom
Architect
STUDIO 61 ARCHITECTS,Inc.
12480 Saratoga Ave.
Saratoga.CA 950 i 0
T:(408)892.5020
F (408j 871.6923
Email:FRANKLHO@YAHOO.COM
��SED ARCy�I
..� EQ`P��h'p F�'.�
* N0.C29889 *
REN.2/28/15
�'�F OF CA1.�F���`<
STRUC i URE ENGINEER:
� °reliminary Comment 10.29.14
� Preliminary Comment 9.30 t4
NO. Revision Date
Drawn Bv Date:
2.182013
Sheet Title
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LANDSCAPE WATER-EFFICIENCY CHECKLIST
lanmurtily lh�sla�n�exf(k�rt�nmt
103W lbrt<Aven��< 40l.777.S70E/Fa�J08,77/.?
Cnueni�w.CA'KOIJ pl.nninR+lkvpeni�ro.
ADnlicnntNamr: F(ZANK jd0 Enwil:FRANK�-k'b�L'�Ai1W.
PrujettSiteAddtess: Z$2 MEat1�aT ��.1 rno�40�89z So2o
'foesl I.at�civaye I..n�x+ye.rra:.�ii�he pUNin/am+s.eurl arc�x.end weinr
IiYlu(r!w a InM(u�pe inN�ll]Iba.TtM I�mi#1pe ircA dael
Area s4�ert feet: 2 ,w�;MIaAa loo�yrinH o(FuiWings oe almctn�es.siAew�lks,
J�i.ew�srs,y�rY.inti loh�le<ts.�ulin�.Rr�•el or siw�!w•alka.
Turf Arc�: nfMr yerv ow r nw�-�rvioux IurJsr�V�a.and olher rm
�qa ���g.te.f.ro.s Je:�Fn.�N rar�on-J<reloym.m(..q.,��r�
s�W n an.l�zitlin/��•�I�I�nJ rzRNatiOnl.
NoMTurfPlantArer �$�1C�SF 7 [:A�round rovcr surGce�on�istinM of�wn.nntive Rrnu
{�ties i1a�t is tusroin�rily mo�atd.:lneual Olueg��u,
KmWt4v blu;�rass.pn.ennul ipeKrav.reA lex'ue.uui mll
$aial La�wlxaoe Area: rexue.irc ptn of cool-vsw��iur!grnses Mmm�ia
WaMr Peiture Wef$urfxe Ama: t.na.Lik�yu graes,ecanMr�p+.pal�m,St.�1vKu�i�..•3i•s�,
��W iW�����aM����� xoysu Kr+ns..�d Fw+falo gns�am..arm.ua�a�iurt gru.ra.
1�11n�ttyvired w�lh Mnlxape pmjutt mOmilid. .`�ee:h'ene s�Ae lur uMer deliniliw�a.
NOTk If IrnASwpe�rce nuee.Ia 2.500 sa.n.+I��du'�pr pro�ect vabmiM�l vMll M rt.�vircA.If no IaMxapinx u oropesnl.mter
"M abo.e+M p�aeed Jirnfly b ihe sign+turc LIar4 at eM ba�um of thia ro�m.
LandacapePuameter RequiremeMS � P�ojecrCamplia�ue
Turf Toml br(n�ea shall na e.u.�eeQ i55 uf tM IanJaca�.e ]�Yn ❑�
arc�.or 1.350,yu�rt leel.wMChever h kfter iu ue�. j�l+o.W+ler twnlqet�:a4�uluiw�i..yuue�
„n���e����.�w y.q�n�o,:�M„n.�i�
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All pwtiona a turf a.ees eh+li be nider tlrn��M td)ieel �Ye
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Turf(il utilixMl i�IIn�nA m�Wyrs�wt eKeMin6 15:. }"�Yea
Non-I'iuf �r k.w a0s of wn-rorl a�e.aluil�o�wsi ul n.iire e� ]�Y.Y :J'��:•,
tow..,.r�:p�.�a. ��ir ir�.N'r�rf iw�l;m.rL.ul�lum rr.yv��r
..ueu�ris. �rqn��..uhm��i.L�
Hydrozuntf 1'Lnl wiN+iwd�rw�eernreJash+U6exrwpMw�ttue �Yee 7�
i��droeanes.PxM h.Ainnm xMll be controll«.14y+ �Vl.ne,u��h xr�uyeJ per
sepum val.w i'auL.14 1�"!Y-0lC71
lrrigaHOn Syxtem .Sv�k+xs�lrll bcAes��neC.nd�a.�d W mimmux � �yr �,':��
wntn wfM(e 6..�mrolf br h<ni Jr�uu6e owny��y).
Low-�rolume ini�aUUn shaY ne uMiteA in nowluM arc�f�
.Imy�tlon s1411 onlv Mcar OeMeen Ihs hodn of!Y'ACm 1�no.Ihm i�la�ap4rtalw.n��n b��k�
a�W lO.ODew.
soi� ��un�mumorery}he(ilaKne.o�non.omp.ckrfwysuu 71(rca J`�,
shill Et�v.:I�Ne in pl�nenl nrtax Ir�w Pmv' .pbiulwu m b.n'AI
So0 amemtmenl+,fu<A�a<ompo�or�ertil ze,sMll tK
' �Vpruylwl Iv sJded YaoNm6 to Ilne foil onditro�u at �YH J�
'.. U�e p�ojat��fe amf Irxd��n wlw��s appmprua(or Ne (I(�o'�n..u(e npla�uirn�nn�.w�..�
� w1e�YYd��I�n0.
Mulch a mi�.imum nvu l2}f�c1�larer ni mel.h shnli be rypUN�.ry(YCa 7':��
n. va�w.6cn a mn .mu.<x.
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ut r ectsc
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.w�ereffhient 4nAxapng.I t 1.th�t Ilr M�lamation prm�de.l on lhis<hrcWKl iaawwrt.�nA the�nsGlkW 4tMa+pe eamE�iks
�r�U iM rcquiremenn d�l�r�ycr ti.t 5.I�Ifu underH�nA Uut anr e�un�{ts lo�he prapcl wdl mavswlaq a new d�kllu.
r.R.[��,
ROOF KEYNOTES:
� ROOF T1LE BY EAGIE ROOF,
PROOUCT NAME CAPISTRANO,
COLOR SUNRISE BLENO.PROOUCT
No.445,CLASS'A'RATING PER
CUPERTINO MUNICIPAL CODE
SECTION 1606.080
� COOL ROOF,PROVIDE ROOF
SHEATHING WITH RADIANT
BARRIER
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ROOF PLAN
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PROPOSE AUTUMN
PURPLE ASH.
TYPICAL OF 2
MENHART LANE
FRONT YARD,TREE-
NAIL BE 24'BOX
AND 6�-0�HIGH AT
T1ME OF PLANTING
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OMMER OF 10272
MENHART UNE
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Project:
Bruberg and San Residence
New Custom Homes
10282 Menhart Ln.
Cupertino,CA 95014
Applicant�Owner
Mr.Robert Broberg
Ms.Wendy San
10282 Menhart Ln.
Cupertino,CA 95014
Tel. 408.772.0715
Tel.408209.9002
Whsan923@Yahoo.com
Rbroberg@Gmail.com
Architect
STUDIO 61 ARCHITECTS,Inc.
�2480 Saratoga Ave.
Saratoga,CA 95070
T:(408)892,5020
F (4C8)871.6923
Email:FRANKLHO��YAHOO.COM
��S�D ARCy�T
..��F��'S'o F�',`
* N0.C29889 *
REN.2/28/15
�f'r�OF CA��F���\�
STRUC i URE ENGINEER:
IQ Preliminary Comment 9.30.14
NO. Revision Date
Drawn By� Date:
ue
I SSU2:
ate
2.18.2013
Sheet Title:
PHIVACY PROTECTION PLAN
ROOF PLAN
DEMOLITION PLAN
Sheet No.:
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3/16"=1'-0"
BAY NANDOW NOT CWNT TOWARD F.A.R.
O 6�-0"x2'-0' = 12.00SF
GARAGE
O 20'-4}"x20'-8' = 422SF
PORCH
� 2'-0'z1'-8" = 3.33SF
� 4"-2'x9'-}' = 37.67SF
TOTAL = 415F
P�no
O22"-t0�x7'-4' a 187SF
FlRST fL00R UVING
� 12'-7'x22'-8' = 285.225F
� B�-}"x9'-6" = 76.40SF
� S'-10�"x4'-8" = 27.42SF
� 33'-10'x21'-t}' = 714.73SF
� 2'-2'Xil'-7 = 25.lOSF
� 2'-0'x4'-3" = B.SSF
� 22'-10'x5'-7}' = 151.275F
TOTAL = 1,289SF
LANDSCAPE DIAGRAM
iURF AREA
� � 599SF
NON-TURF AREA
� 5'-0"x20'-0' = t005F
� 3'-0'x17'-0' = S1SF
� 8'-}'x8'-6' = 68.36SF
� 9'-0'x3'-0" = 275F
� 4'-2'x5'-2" = 21.535F
� 25'-}'x2'-0' = 50.05SF
Q 9'-0'x33"-8�' = 303.20SF
� 60'-0'x17'-0' = 1.020SF
� 5'-0'x35'-1' = 175.32SF
j� 2'-0'x25'-S' = 51.33SF
TOTAL 1.868SF
PAVER AREA
� 2o'-a�-x22'-o- = a+s.zssF
� 25'-7�"x3'-0" = 76.SSSF
� 5'-0"xt6'-4' = 81.67SF
� ,z•-o•x,o�-a}- _ ,2s.sosF
� 3'-0'x30'-2}" = 90_57SF
� 13'-2"x13'-5�' = 176.94SF
� 18"-2"x3'-6' = 63.59SF
� 27'-10'x3'-0� = 83.505F
� 5'-0'x13'-7" = 67.82SF
j� 3'-0'x4'-3' = 12.75SF
� 5'-0'x17'-3' = 86.25SF
� 3'-0"x25'-8" = 77•OOSF
TOTAL � 1,394SF
DECK
� 8'-5'x5"-9" = 48.43SF
� (3'-3�°x3'-3}�)/2 � 5.4SF
� 5'-1}"x3'-3}' = 16.86SF
TOTAL = 71SF
SECONO FLOOR UV1NG
� ��'-}'x6'-0' = 66.25SF
� (3'-3}"x3�-3�')/2 = 5.4SF
� 14'-6}'x3'-}� = 44.23SF
� 24'-a'Xz2'-s�" = sso.iasF
� 6'-4'xi1'-7' s 73.365F
� 7'-1�x7�-�� = 50.17SF
Q 6'-4"x11'-7" = 73.37SF
� 2'-0'x6'-0' = 12.00SF
TOTAL = 8855F
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FIRST FLOOR
A FLOOR AREA DIAGRAM
1/8"=1'-0"
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Project:
Bruberg and San Residence
New Custom Homes
10282 Menhart Ln.
Cupertino,CA 95014
ApplicanUOwner
Mc Robert Broberg
Ms.Wendy San
10282 Menhart Ln.
Cupertino,CA 95014
Tel. 408.772.0715
Tel.408.209.9002
Whsan923@Yahoo.com
Rbroberg@GmaiLcom
Architect:
STU010 61 ARCHITECTS,Inc.
12480 Saratoga Ave
Saratoga,CA 95070
T:(408)892.5020
F (408)871 6923
Email:FRANKLHO�YAHCO.COM
�V��S�K�Cy/rFc+
v F `y0 �`
* N0.C29889 *
REN.2/28/15
��'T��F CA1-�F��a\r
STRUCTURE ENGINEER•
IQ Preliminary Comment 9.30.14
NO. Revision Date
Drawn By: Date:
2 18 2013
Sheet Title
FLOOR AREA DIAGR,4MS
I1aNDSCAPE AREA DIAGRAM
Sheet Na
��■�
�
�'^^R PLAN KEY NOTE:
B SECOND FLOOR PLAN
1r4"=1'-0"
' ` :�l�f
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ia� 'S;� �t�'i� ��� �f/
��t i�<��< .. . -�%'�i/' °`�
�i .,.m. ..�.�..�.s..+�-..R M�.�...,....,.........,d...
„r;r.,,�::,;,��'
��.�%i.`.�'��Y r. ,
TEP AT GARAGE DOOR SHA�L BE MAX.6"HIGH
�RESHOLD SO THAT CARS CAN OVERHANG THIS AREA
\NDING IN S10E YARD SHALL LESS THAN 18"FROM
dIS11NG GRA�E.IF 1AN01NG tS EWAL OR HIGHER THA
3'FROM EXISTING GRADE,IANDING SHALL HAS MIN.
)'-0"SET BACK FROM SIDE YARD.
ROVIOE MIN.20�CLEAR FROM FlNISH WALL TO FlNISH
ALL INSIDE OF GARAGE.NO OBSTRUCTIONS ARE
LLOWED MATHIN THE 20'BY 20'GARAGE,MEASURED I
�6'FROM THE FlNISHED F1.00R.
INDOW SEAT W/MIN. 24'HIGH FROM FlNISH FLOOR.
�IS AREA OOES NOT COUNT TOWARO F.A.R.
". _. ��_�n 5'-0'
A FIRST FLOOR PLAN
,/a°_,�-o°
LEGEND:
�.4� 2x6 O 16"O.C. W/R-19 INSULATION PLUMBING
wnti
EXTERIOR SillD WALL W/MIN.R-13 INSULATION.
SEE SlRUC111RE DRANANG FOR WALL SCNEDULE.
-T7-Tr INTERIOR STUD WAI.L,SEE STRUCIURE ORANANG
FOR WALL SCHEDULE.
� VAULTED CEIUNG
TQ TEMPERED GLASS
E� EGRESS DOOR OR`MNDOW,OPENING HEIGHT NOT
OVER 44�ABOVE FLOOR, S.OSF OF OPEN AREA ON
GRWND IEVEL.5.75F MIN.OPEN AREA FOR
`MNDOW ON SECOND FLOOR,24'NET CLEAR
OPENING HEIGHT, 20"NET CLEAR OPENING W1DTH.
ALL EGRESS WINDOWS W/TWO OR MORE LATCHES
SHALL HAVE THE UTCHES INTERCONNECIED AND
OPERABLE FROM THE LOWEST�ATCH.
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Project:
Broberg and San Residence
New Custom Homes
10282 Menhart Ln.
Cupertino,CA 95014
Appiicant;Owner
Mr.Robert Broberg
Ms.Wendy San
10282 Menhart Ln.
Cupertino,CA 9501a
Tel. 408.772.0715
Tei.408209.9002
Whsan923@Yahoo.com
Rbroberg@Gmail.com
Architect:
STUDIO 61 ARCHITECTS,Inc.
?2480 Saratoga Ave.
Saratoga CA 95070
T:{408)892.5020
F.(408)871.6923
Email:FRANKLHO@YAHCO.COM
vc,`����K�yo lF�'.�
* N0.C29889 *
REN.2/28/15
��'���F CA��F���\<
STRUCTURE ENGiNE�R:
IQ Preliminary Comment 9.30 14
NO. Revision Date
Drawn Bv: Date:
2.18.2013
Sheet Title.
FIRST FLOOR PLAN
SECONO FLOOR PLAN
Sheet No:
Q�❑�
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��• — �� — -
A NORTH ELEVATION
3/16"=1'-0"
a,+o�u+.
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ylp F.F. �
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� SOUTH ELEVATION
3/�6"=1'-0"
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E SECTION
1)8"=1'-0"
F SECTION
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G SECTION
��s°_�'-a�
ELEVATIONS KEY NOTE:
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ROOF T1LE BY EAGLE ROOF,PROOUCT NAME CAPISIRANO,
COLOR SUNRISE BLEND,PROOUCT No.445
ELDORADO STONE,MOUNTAIN LEDGE- DURANGO
STUCCO PAINTED WITN BEHR PREMIUM PLUS UITRA
COLORS,COLOR NAME AGED PARCHMENT,COLOR No.
U�150-10
FAGA PAINTED WI7H BEHR PREMIUM PLUS ULTRA COLORS,
CO�OR NAME GALLERY`MHITE.CQLOR No.U�260-15
ROLL UP GARAGE�OOR.
6'-0'MAX.HIGH REDWOOD FENCE ANO GATE
APPROVED NUMBERS OR ADORESSES SHALL BE PIACED
ON ALL NEW AND EXISTING BUILDINGS IN SUCH A
POSITION AS TO BE PWN�Y VISIBIE AND LEGIBLE FROM
THE STREET OR ROAD FRONTING THE PROPERTY.
NUMBERS SHALL CONTRAST WIlH T11E1R BACKGROUND.
CFC SEC. 505
}'6YP.BD.AT AlL iNlERIOR WALL
�"GYP.BD. AT ALL CEIUNG
�" TYPE'X'GYP.BD.FROM SILL PAlE TO UNOERSIDE OF
ROOF AT WALL BETMEEN�ARAGE AND UVING AREA ANO
AT ALL CEIUNG BETWEEN GARAGE AND SECOND FLOOR
UVING ROOIA
�"'TYPE'X'GYP.B0.AT AlL WALL AND CEIUNG FOR
USABLE SPACE UNDER STAIR.
R-13 AT ALL EXTERIOR WALL ANO WALL BETWEEN
GARAGE AND LJVING AREA.
R-30 INS. AT ALL CRAW SPACE
R-38 AT ALl AT11C
COOL ROOF,PROVIOE ROOF SHEATHING'MTH RAOIANT
BARRIER
HWSE IN THE NEIGHBOR
R-19 O VAUITED CEILJNG ONIY
PROVIDE MIN.1"CLR.BETWEEN INSULAitON AND ROOF
SHEATHING TO PROVIDE CROSS VENT1lAT10N
NANDOW SEAT W/MIN.24�FROM FlNISH FLOOR. THIS
AREA DOES NOT COUNT TOWARO F.A.R.
GENERAL NOTES:
INSTALLA110N OF APPROVED CORROSION-REGISTANT
F'LASHING APPLJED SHINGLE-FASHION IN A MANNER TO
PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR
PENETRATION OF WATER TO T}iE BUILDING 5'fRUCTURAL
FRAMING COMPONENiS AT THE FOLLOWING LOCATIONS:
(R703.8)
A. EXTERIOR MANDOW AND DOOR OPENINGS.
8. AT THE INTERSECTION OF CHIMNEYS OR OTHER
MASONRY CONSTRUCi10N 1MTH FRAME OR STUCCO
WALLS,W/PROJECTION LJPS ON BOTH SIDES UNDER
S7UCC0 COPINGS.
C. UNDER ANO AT THE ENDS OF MASONRY,W000 OR
METAL COPINGS AND SILLS.
D. CONTINUOUSLY ABOVE AlL PROJECTING WOOD TRIM.
E. WHERE EXTERIOR PORCHES,DECKS OR STAIRS ATfACH
TO A WALL OR FLOOR ASSEMBIY OR WOOD-FRAME
CONSTRUCTION.
F. AT WALL AND ROOF INTERSECT10N5.
NOTE:
ANY CHANGES TO THE
APPROVED COLORS
MATERIALS, AND
EXTERIOR FINISHES
SHALL BE REVIEWED
AND APPROVED BY
THE CITY OF
CUPERTINO PLANNING
DIVISION PRIOR TO
INSTALLATION/
APPLICATION
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P:.4ae,e.e2,5.�P.F•.4oa,4?t.�s23..;.;. �;.`.:.�
Project:
Broberg and San Residence
New Cusrom Homes
10282 Menhart Ln.
Cupertino,CA 95014
Applicant;Owner:
Mr.Robert Broberg
Ms.Wendy San
10282 Menhart Ln.
Cupertino,CA 95014
Tel. 408.772.0715
Tel.408209.9002
Whsan923@Yahoo.com
Rbroberg(a)Gmai I.com
Architect
STUDIO 61 ARCH�TECTS,Inc.
?2480 Sarata,�a Ave.
Saratoga:CA 95070
T:(408)892.5020
P(4Q8}871.6923
Email:FRANKLHO@YAHCO.COM
G``�Sps.\K 1.y�lF`�,
.: F� o -�
* N0.C29889 *
REN.2/28/15
�f'TF�F CAl\F��\r
STRUCTURE ENGINEER
� Preliminary Cornment 9.3C1 14
N0. Revision Date
Drawn By: Date:
ne:
Issue
ate:
2 18 2013
Sheet Title:
' ELEVATIONS
I
Sheet No.:
Q�❑�
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— — �/`N
s/w
MENHART LANE
o/N' I\�.� s/`N
ROILED
CURB
MONUMENT " �
1 �p878�26• L=42.05' �g — ss ss ss _ ss — ss --N89'37'00"E 213.57'�� ss
5 R-290' 85.83' —
�H I i
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SDMH 9�
yl O�O
i �M 1'NADE BEG 6'CURB !,r N O
I ElEVAl10N ��R �END ROLLED CURB � D IM
100.00 `� ��
9 q �9 _ � —
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LOT 115 "
TRACT NO 1004
40—M-29&30
AREA = 5,778 SF
GARAGE
i°'G �:� CONC.PAT10 �
``�c `��'�
�a'
*��`}''\`�?'— — — — 0 99 — 0�q1 —�
—1 eR '� _< �--x
N89'37'00°E 97.73' �
LOT 116
TRACT NO 1004
4o—�i-2s&3o
O
O
O
f�
3
0
O
M
N
O
0
Z
.�x
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ss ss ss=
127.74'
ROLLm �
CURB �
0
�
- — — � —
6�HIGHR,,^c
�fG,K
LOT 148
TRACT �VO 1004
40—M-29&30
LOT 147
TRACT NO 1004
40—M-29&30
0 5 f0 20 4�
(!N FEET)
1 INCH= f 0 FT.
LEGAL DESCRIPTION BASIS OF BEARINGS BASIS OF ELEVATION
THE BEARING OF THE FASTERLY UNE OF TRACT NO.502 TOP OF EXISTING STORM DR/UN MANHOLE RIM AT
LOT 115,AS DEIINEATED UPON THAT CERTAIN MAP ENTITLED — "LOREE ESTATES"AS SAID TRACT IS SHOWN IN BOOK INTERSECTION OF MENHART IANE AND WUNDERUCH DRIVE.
'TRACT N0. 1004",Fll£D FOR RECORD IN THE OFFICE OF THE 18 OF MAPS ON PAGE 35 IN THE OFFICE OF THE IS TAKEN AS TBM. FOR THIS MAP.
RECORDER OF THE COUNTY OF SANTA CLARA,STATE OF RECORDER OF SANTA CLARA COUTRY WAS USED AS THE
CAL.IFORNIA,ON SEPTEMBER 10TH, 1952 IN BOOK 40 OF MAPS, BASIS OF BEARING FOR THIS SURVEY. BLUE BORDER ASSUMED ELEVATION = 100.00'
AT PAGE 29 AND 30. INDICATES THE BOUNDARIES OF lANO SUBDMDED 8`!THIS
MAP.
EXCEPTING THEREFROM THE UNOERGROUND WATER OR RIGHTS
— THEREfO WITH NO RIGHTS OF SURFACE ENTRY,AS GRANTED TO
SAN JOSE WATER WORKS,A CALIFORNIA CORPORATION, BY
INSTRUMENT, RECOROED SEPTEMBER 19TH, 1952 IN BOOK 2490
Of OFFICIAL RECORDS,PAGE 619.
/
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ABBREVIATIONS
A.B. AGGREGATE BASE
A.C. ASPHALT CONCREfE
B.C. BEGINING OF CURVE(HORIZONTAL)
BIDC BUILDING
BOW/BWLK &4CK Of WALK
B.V.C. BEGINING OF VERTICAL CURVE
C.B. CATCH BASIN
CLF CHAIN LINK FENCE
C.O. CLEAN OUT
CONT. CONTINUOUS
D.I. DRAINAGE INIET
D/W DRNEWAY
E.C. ENO OF CURVE(HORIZONTAI)
ELEV. EIEVATION
EXIST. EXISTING
E.V.C. ENO OF VERTICAL CURVE
F.F. FlNISHED FLOOR ELEYATION
F.G. FlNISHED GRADE
F.H. FlRE HYDRANT
F.C. FACE OF CURB
F.L fLOW LINE
FOC FACE Of CURB
F.S. FlNISHED SURFACE
G.B. GRADE BREAK
G.V. GATE VALVE
H.P. HIGH POINT
I.D. INSIDE DIAMETER
INV. INVERT
J.P. JOINT POI.E
LF. LINEAI FEET
LP. LOW POINT
LQcT LEAD&7ACK
MAX. MAXIMUM
M.H. MANHOLE
MIN. MINIMUM
M.V.C. MIODLE OF VERTICAL CURVE
M.W MONITORING WELL
N0. NUMBER
N.T.S. NOT TO SCALE
P.C.C. PORTLAtJD CEMENT CONCREfE
P.C.R. POINT Of CURB RETURN
P.P.B. PEDESTRIAN PUSH BUTTON
PPdcT PLASTIC PLUG ec TACK
P.V.C. POl'MNYL CHLORIDE
P.V.I. POINT OF VERTICAL INTERSECTION
R RADIUS
R.C.P. REINFORCED CONCRE7E PIPE
R/W RIGHT—OF—WAY
S SIOPE
5.0. STORM DRAIN
S.D.M.N STORM DRAIN MANHOIE
S.F. SQUARE FEEf
SHT. SHEET
S.S.M.H. SANITARY SEWER MANHOI.E
S.S. SANITARY SEWER
s/w sioEwnix
T.C. TOP OF CURB
TFpC TOP FACE OF CURB
T'IP. TYPICAL.
U.O.N. UN�E55 OTHERWISE NOTED
V.C. VERTICAL CURVE
V.C.P. VITRIFlED CIAY PIPE(IXTR4 STRENGTH)
W WATER
W.M. WATER METER
W.V. WATER VALVE
LEGEND
DESCRIPTION PROPOSED EXISTING
WHEELCHAIR RAMP � �
SANITARY MANHOLE � �
STORM MANHOLE Q O
CIlY SURVEY MONUMEPfT � �
STAN�ARD HOODED INLET �R 0 R
SANITARY SEINER SS— —SS—
SiORM SEWER � SD— �SD--
CENTER�INE ---- -----
PROPERTY LINE ————
MATCH LJNE A A
MATCH LINE
GA$UNE G— ��—
WATER�INE W— --w—'
JOINT TRENCH JT— —J7—
GAS METER �G I.��
WATER MEfER �W ❑W
GPS VALVE —G--�G— —G—D�-G—
WATER VALVE —NF—►�W— —W—Do-"W—
EDGE OF PAVEMENT Shade�_tline _�_V_
CURB AND GUTiER —___
S�DE'NAIJ( 'C^"^'� �I
L
DRIVEWAY � �
PAVING CONFORM
FlRE HYDRANT � R
STREET SIGN „"R� `�R1
FENCE(TYPE) —*-�(--,1� �—�---�
ELECTRICAL CONDUIT ��F—� �--+' "
OVERHF�,D CONDUCTORS �— --�--
PUIL BOX ■ �
unurr POLE A �
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