R-2015-26b OFFICE OF COMMUNITY DEVELOPMENT
CITY HALL
10300 TORRE AVENUE •CUPERTINO, CA 95014-3255
C V P E RT 1 N O (408)777-3308• FAX(408)777-3333•planninqCc,�cupertino.orq
October 13, 2015
Anthony Ho
137 Amanda Ln.
Los Gatos, Ca 95032
SUBJECT: TWO STORY PERMIT ACTION LETTER—Applications R-2015-26
This letter confirms the decision of the Director of Community Development, given on October 13, 2015;
approving a Two-Story Permit (R-2015-26) to allow the construction of a new 3,823 square foot, two-
story single family residence located at 21152 McClellan Road, with the following conditions:
1. APPROVED PROTECT
This approval is based on a plan set entitled, "New Single Family Home, 21152 McClellan Rd,
Cupertino, CA" consisting of sixteen sheets labeled "AO to A6, CO, C-1, CG.1 and L1-0 to L2.0"
except as may be amended by conditions in this resolution.
2. 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.
3. PRIVACY PLANTING
The final privacy-planting plan shall be reviewed and approved by the Planning Division prior to
issuance of building permits. The variety, size, planting distance shall be consistent with the City's
requirements.
4. 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, for
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.
5. 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
Two-Story Permit Action Letter Page 2
R-2015-26
approved to the satisfaction of the Director of Community Development prior to issuance of building
permits.
6. 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.
7. REMOVAL OF ACCESSORY STRUCTURE
Prior to issuance of building permits, the applicant shall demolish the shed in the rear yard of the
property. The applicant may choose to keep the shed, but will be required to move the structure
away from the rear setback line to conform with section 19.100.130 (d)(ii)(iii).
S. 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. T`he 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.
9. INDEMNIFICATION
Except as otherwise prohibited by law, the applicant shall indemnify and hold harmless the City, its
City Council, and its officers, employees and agents (collectively, the "indemnified parties") from
and against any claim, action, or proceeding brought by a third party against one or more of
the indemnified parties or one or more of the indemnified parties and the applicant to attack, set
aside, or void this Resolution ar any permit ar 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 applicant shall pay such attorneys' fees and costs within 30 days following receipt
of invoices from City. Such attorneys' fees and costs shall include amounts paid to counsel not
otherwise employed as City staff and shall include City Attorney time and overhead costs and other
City staff overhead costs and any costs directly related to the litigation reasonably incurred by City.
10. 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
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 October 13, 2016.
Two-Story Permit Action Letter Page 3
R-2015-26
Staff has made all the findings that are required for approval of a Two-Story Permit as required and no
additional conditions were placed as a condition for approval by Cupertino's Municipal Code, Chapter
19.28.140 (B).
1. The project is consistent with the Cupertino General Plnn, any applicable specific plans, zoning ordinances
and the purposes of this title.
The proposed project is consistent with the General Plan as the project is within the Low
Density land use area. There are no applicable specific plans that affect the project. The
project has been found to be consistent with the requirements of Cupertino Municipal Code
Chapter 19.28 Single Family (R-1) Residential.
2. The granting of the permit will not result in a condition that is detrimental or injurious to property
improvements in the vicinit�, and will not be detrimental to the public health, safety or welfare.
The granting of the permit will not result in a condition that is detrimental or injurious to
property improvements in the vicinity, and will not be detrimental to the public health, safety
or welfare as the projects is located within the R1-6 (Single Family Residential) zoning district,
and will be compatible with the surrounding uses of the neighborhood.
3. The proposed project is harmonious in scale and design with the general neighborhood.
The proposed project is located in a residential area consisting of single family homes. The
proposed project maintains the single family home scale found compatible with the general
neighborhood.
4. Adverse visual impacts on adjoining properties have been reasonably mitigated.
Any potential adverse impacts on adjoining properties have been reasonably mitigated
through the privacy protection plantings and installation of a front-yard tree as required.
Also, please note that an appeal of this decision can be rnade 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.
Sincere ,
�
� /
rick Serr o
Assistant Planner
City of Cupertino
Enclosures:
Approved Plan Set
CC:Dolores or Thomas Soto,5630 Pyracantha Dr,Shingle Springs Ca 95682
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SITE MAP AND DATA PROJECT DIRECTORY PROJECT INFORMATION
ARCHITECT LPMD ARCHITECTS 406-992-0280 BUILDIN�CODE: 2010 CALIFORNIA BUILDING CODE
1288 KIFER ROAD,UNiT 206 408-992-0281 FAX 2010 CALIFORNIA RESIDENTIAL BUILDING CODE
' SUNNYVALE,CA 84086 2010 CMC BASED ON 2009 IMC
_ OWNER TOM�DOLORES SOSO 2010 CEC BASED ON 2008 NEC
21152 McCLELLAN ROAD 2010�REEN CODE
CUPERTINO,CA. 2010 INTERNATIONAL EXISTING BUILDING CODE
2009 CALIFORNIA BUILDING ENERGT
. EFFICIENCY STANDARDS
STRUCTURAL WESLE'(LIU ENGINEERING 408-973-1839
ENGINEER 7246 SHARON DRIVE f0
SAN JOSE,CA.95129 APN 359-03-052
SITE AREA 8,660 S.F=.
CIVIL RW ENGINEERING,INC 408-262-1899 OCCUPANCY GROUP; R-3/U
- __ �� '� - � ��� � � ENGINEER
.� 505 ALTAMONT DRIVE �TABLE 3AI
, MILPITAS,CA 95035
� - � - � - _- _ -�-�_ NUMBER OF STORIES: 2
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-- LANDSCAPE THOMAS BAAK 6 ASSOC. 925-933-2583 CONSTRUCTION TYPE: TYPE V-B FULLY SPRINKLERED APN 359-03'O5Z
--- - T� f ARCHITECT 1620 MAIN STREET,STE.4
� i -- WALNUT CREEK,CA,94596 ZONING R-1-6 R�A�lais
= __� . _ ��: IEI BUILDING 1,064 SF LIVING+400 SF GARAGE REVISION 05-01-2015
- �_ = a TITLE 24 MSJ ENERGY 650-799-7100 FAR ALLOWED 45%X 8660 SF=3897 5F�INCLUDING GARAGEI
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�- , � ,�_ r�_ ___ - = CONSULTANT 766 ALLEN COURT FAR PROPOSED 3,823.08 SF OR 44.1X
"`" _=�� - PALO ALTO,CA 94303
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� LOT COVERAGE ALLOWE •3,897 SF OR 45%
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� � � LOT COVERAGE PROPOSED•1909,70 IFIRST FLOOR LIVINGI�483.87 IGARAGEI+199.58 IEAVESI
-' - •82J3(FRONT PORCHI=2675.88 OR 30.9X
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- �- SCOPE OF WORK
� � _ - -- �=-" - SECOND FLOOR TO FIRST FLOOR RATIO ALLOWED=66%
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� _ - ; CONSTRUCT NEW TWO STORY SINGLE FAMILT HOME W/ATTACHED TWO CAR GARAGE SaUARE FOOTAGE:
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LOT DATA
ZONING R-1-6 Arch itects
LOT SIZE 8,660 SF 1288 Kifer Road,Unit 206,
_ F,A,R, ALLOWED 8,660 SF x 45% = 3,897 SF, Sunnyvale,CA 94086
Telephone :408-992-0280
F,A,R, PROPOSED 3,823.08 SF, Fax :408-992-0281
FIRST FLOOR PROPOSED 2,393,57 SF,
SECOND FLOOR PROPOSED 1,429,51 SF,
COVERAGE ALLOWED 3,897,00 6F,
TOTAL LOT COVERAGE 2,393,57 + 82,73 + 199,58 = 2,675,88
PROPOSED = FIRST FLOOR
BUILDING FOOTPRINT +
PORCH + EAVES
I� I 0 STORY SINGLE FAMILY '
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K SECTIQ� DIMENSIONS ��
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T 0 T A L A R E A E 17'-ONx15'-6-1/2" 264.21 SQ.FT.
0 F E A V E S F 20'-0°x6'-6-1/2" 130.83 S�.FT.
G 15'-0"x13'-0" 185.00 SQ.FT.
H 4'-0°x4'-2-1/2" 16.83 SQ.FT.
I 6'-6"xi'-0" 6,50 54.FT.
J 12'-0"x2'-0" 16.35 SQ.FT.
K 12'-0"x2'-0" 16.35 SQ.FT.
L 20'-1/2"x20'-5-1/2" 483.87 54.FT. ^
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M 1T-11-1/2"x33'-0" 582.62 SQ.FT, �'���A
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GARAGE 483.87 SQ.FT. SECOND STORY SUBTOTAL• 1.429.51 Sa.FT. CALCULATIONS
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TOTAL LOT COVERAGE• �675.88 Sa.FT. A5�1
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Q R S SECTION DIMENSIONS �A
A 13'-5-1/2"x20'-5-1/2" 275.93 5Q.FT.
— --_— _ _ ---_ B 8'-7"x15'-2-1/2" 145J4 SQ.FT,
C 18'-11"x18'-5-1/2" 337,56 5�.FT.
D 24'-0"x21'-1/2" 505,00 S�.FT,
E 17'-0'Sc15'-6-1/2" 264.21 SQ.FT.
F 20'-0'hc6'-6-1/2" 130.83 SQ.FT.
G 15'-0"x13'-0" 185.00 SQ.FT.
H 4'-0'Sc4'-2-1/2" 16.83 SQ.FT,
I 6'-6"xP-0" 6.50 SQ.FT.
J 12'-0"x2'-0" 16.35 S�.FT,
K 12'-0"x2'-0" 16.35 SQ.FT.
L 20'-1/2"x20'-5-1/2" 4B3.87 5Q.FT. M /'y A�,
FIRST STORY SUBTOTAL• �,388.57 S�.FT. "��Z MCVLE�/'11\
M 17'-11-1/2"x33'-0° 592.62 SQ.FT. ������^
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1 Y4'■f-0' TOTAL 1,428.51 5�.FT. S 3'-5-7/2"x1'-0" 3.46 54.FT.
�SECOND STORY SUBTOTAL• ],429.51 S�.FT. CALCULATIONS
TOTAL FLOOR AREA• '�,823.OB 5Q.FT. SECOND FLOOR
T 10'-6"x8'-3" 82J9 S�.FT,
U TOTAL EAVES 188,58 9Q.FT. �w�' �
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FIRST STORY SUBTOTAL• 2.383.57 SQ.FT.
TOTAL LOT COVERAGE• Z,675.B8 SQ.FT. A5�2
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11 0 O1,' O1p��0 10,1 101. ,OO�G Z O1k '�
1 � ' � �
�O
. LE G E N D ;� �`°s� 1o,a' ^ :°�o�` � ,,1 Q
-- PROPERiI'IJNE f ,p°j ,,o`� oA��, cHUN 53� O I
- f ��--�101.7 y0 .'`� GR4VEL D/W :P�� G�ARAiG�ES CONC D/W GATE Z RAMP �
— CENiERLINE � � o�� m
/ oi c°� �r�', �`O
SS UTIUiY LINE-TYPE AS N01ED J '� �ti o ,
j�0 StREET IJGHT 6'high������tl tcnce�tiith c�m�ret� ilasters(J °,`''o ,� ��oe�O BRiCK vUMER ,o`a� �m°, °� ~J I
o � o W F-1
❑PG&E UTIIJiY BOX-iIPE AS NOTED \ ^ ,��,o � ��p��' o � �
❑WM/GM WAiER/G4S MEfER � ^, CONC ` I� �G� I--1
� z o, 6'FRUIT �
�\ ACCESSORY BUILDING �o p'�� I
D4 WV WATER VPLVE FF=io2.o o`o�� .` ` �
ADJACENT HOUSE � G
� CURB CATCH BASIN � o,�� �b � i w I
\ oti GRAVEL D/W � �' ,��1 " ` O �
+--o-� FlRE HYDRPM \ �,� � y'�°�� ,o� �
,� ti p ac, m � )
Q MH MANHOLE-iYPE AS NOTED `\ 1 � p o
'�yG ,o�o �° � � �.i
\ � p? � �� ONE-STORY HOUSE ��S� H U
�CO S�+NN(TAKY SEWER CLEANOUT � ;°o N,o\, ,o,, � ���� FF=102.7 �a LAWN � o�b
ER
PP�OH POWER POLE W/UvERHEAD WiRE y ,�oGo�� �,� o� �o`,`Q ��g� ce I
6� �� o.�G �^ „1�� c� 10� c'�1
� BENCHMARK � X o`o��,o`oa� '��° o`o�� �� ,�,o }0 � s
—200 CONTOUR L1NE � ` °� �°, °�o�° , �s
�MON MONUMENT C'!99 `Q\�G ,,'ti ,,,�G .�. M ,.y� � , v
� 10` c° :° '�°�°� cRnw� �p ON c'°5 `°o�c �=89'S3'S9" 5� � I
� TREE-1F2UNK DIAMEfER IN INCHES ; CONC ACCESS � CONc o�Q
(o +�2 x CONC PARKING R=2O�
�1 SPECIES NOTED WHEN KNOWN m 1 ��,o a �� L=31.38' \3��� � �
.�G 01�a�+ � ��LO�G 6�FRUIT ",� p°jry 0'L �Cp�Q T�'.
�� k ��p��' CONC 00.89 �o� �� h � �
�ry CONC BLOCK WALL � L CONC 1 G� Op� �p l�,.S,s 1; I
,00� 6 p�0'08'S3"W 90.03' �, �, 10'S� y o�+ �o ;
SITE BENCHMARK: � `� oN °a y �oN�SiW � ,� oo `
�y� 1� '��� `� '`�� 1�3, ` 0�.��P� 2
�o° ' � `
•� re s� 1
SEf NAIL ,� � O � w,�p o � O ,� , �,
ELEVATION=100.00 �p° �p� �" o°p sicN o�� �O 6g �
�
` I
BASIS OF BEARINGS: ��`' � �°"���� "i
� ;�0� `�
• `;
PER PARCEL MAP FILED IN BOOK 325 OF MAPS AT PAGE o '
31,SANTA CLARA COUNTY RECORDS. 3'-6"high co��crcte block tencc
3'-U"hi h concrete block lcncc
I
Ss ss ss ss ss SS ss ss ss ss SS SS SS
O�O "7� '��
— — — —� — — —x� — — � — — — �°� — —
= b
�
SS SS SS SS SS SS SS SS SS SS O SS-�"���
NOTEs: ROSE BLOSSOM DRIVE
1. THIS MAP REPRESENTS TOPOGRAPHY OF THE SURFACE FEATURES ONLY. THE BOUNDARY SHOWN ARE
TAKEN FROM RECORDED MAPS AND DEEDS FOR REFERENCE ONIY.
2. UNLESS SPECIFIED ON THIS MAP,LOCATIONS Of THE UNDERGROUND AND OVERHEAD UTILITIES ARE
NEITHER INTENDED NOR IMPLIED. FOR THE LOCATIONS OF UNDERGROUND UTILITIES CALL"USA" pH
(i-500-642-2440). +-o-+
3. ALL DISTANCES AND DIMENSIONS ARE IN FEEf AN�DECIMALS.
4. BUILDING FOOTPRINTS ARE SHOWN AT GROUND LEVEL.
5. FINISH FLOOR ELEVATION TAKEN AT DOOR THRESHOLD(EXTERIOR).
6. A TITLE REPORT FOR THE SUBJECT PROPERTY HAS NOT BEEN EXAMINED BY RW ENGINEERING,INC..
OTHER EASEMENTS OF RECORD MAY EXIST THAT ARE NOT SHOWN ON THIS MAP.
CO - EXISTING TOPO
DEVELOPER'S GENERAL NOTES: m
1. ALL WORK SHALL BE IN ACCORDPNCE WIT}I THE STATE OF CNJFORNIA STANDPRD SPECIFlGTIONS(UTEST EDITION),STANDARD PUNS(LATEST EDITION),AND Cltt OF CUPER'fINO STANDARD PLAN. w
. THE CONiRACTOR SHALL PERFORM THE WORK DESCRIBED IN THE SPECIFlCATON,AND AS SHOWN ON THE ORAWINCS,AND TO THE S4TISFACTION OF THE CIIY ENGINEER. Q
� DOWNSPOUT 4"NDS ROUND 2. ALL UNDERGROUND UTILfTIES SWJl BE INSTPLLED AND PDEQUATELY 84CKFlLLED BEFORE PUCEMENT OF THE BASE MATERIAL AND SURFACE STRUCfURES. IF Ui11JT1E5 ARE TO BE INSTPI.LED �
� POLYETHYLENE SUBSEOUENTLY,A WRffTEN NOTIFlCATION FROM THE AFFECTED UTILIIY COMPANY INDICATING fTS COMMITMENT TO BORE OR NNNEL SFIALL BE SUBMITTED TO THE CffY ENGINEER BEFORE
GRAVIlY FLOW GR4TE PROCEEDING WIT}i THE WORK. UNDERGROUND UfILITIES,IXCEPf 5fORM AND SANffAftY SEWER,WILL NOT BE PERMf1TED IN PAVEMENT AREA,WfIH THE IXCEPf10N OF SfREET CROSSINGS,
OTHERWISE SPECIFlCALLY MPROVED AND AUTHOPoZED 6Y THE ENGINEER.
VARIES 3'MIN. 1" Xt" STAKE�4' O.C.
�
3. THE COMRACTOR SWJ.L HAVE ALL OF THE UTILff1ES,UNDERGROUND MAINS,ANO SERVICES THAT MAY CONFLICT WITH THE PRQIECT,LOCATED IN THE FlELD. THE CONTRACTOR SHALL CONTACT Z
� 4"P.V.0 RISER UNDERGROUND SEKNCE ALERT(USA)FORTY-EIGHT(4B)HOUR$IN ADVANCE OF ANY WORK,FOR LOCAl10N OF THE UNDERGROUND FACIUTIES,Ai(800)642-2444. O
FIBER ROLL ALONG THE �
i TEE PERIMETR OF THE 4. ALL TRENCH fl4CKFlLL,FlLL AREAS,AND BASE MATERIAL SHALL ATTAIN A MINIMUM 95x RELATNE COMPACTION AS PER SfANDARD SPECIFlCTIONS. FOR TlPICAL TRENCH SECTIONS,REFER TO THE w
� FINISH FLOOR � PROJECT CfIY STANDARD DETAILS,WftH THE IXCEPTION OF SANITMY SEWER. �
i � �INFLOW FROM
°D PUMP 5. ALL TREES,R00T5 AND FOREIGN MATTER IN D(ISTING OR PROPOSED PoGHT-OF-WAY SHALL BE REMOVED TO A DEPTH OF TWO(2)FEET BELOW SUBGRADE AND DISPOSED OF.
FLOOR JOISTS 3 4^DRAIN REDUCER AS REQUIRED a SIDEWALK 6. ALL DfISTING PAVEMEM REAIOVED OR DAMAGED SHALL BE REPLACED AS REpUIRED BY THE CITY ENGINEER.
SPLASH 2� �
BLOCK M�N� <.� ROCK O �a d . . . � � � � 7. ALL CONCREfE USED FOR ALL STRUCTURES AIUST BE CUSS'A'(6 S4CKS PER CUBIC YARD)AS PER SfANMRD SPECIOFlCATIONS AND SHALL ATfAIN A STItENGTH OF 2200 P.5.1.IN SEVEN(7)
�- e MIN. 18. �O ° o d e DAYS.
-�-� � MIN. /������/\�/�\�/�\�j\j�\�j\�j��j�j�j�� � . ���� � 8. DROP INLfTS IN5TALLED SHALL BE CftY OF CUPERTINO 5TANDARD UNLESS OhiERWISE NOTED ON THE PUWS. THE 80XE5 SW�LL 8E INSfALIED AT THE SAME TIME THE P.C.C.CURB AND �
d OPEN BOTTOM f -� /��/���/�j////\/\/\///j\�/\�j\�j a ... a G U f f E R I S I N 5 f N.L E D. C U S S'A'P.C.C.S W�L L B E U S E D. Z
a 6"INTO ROCK ,� \��\� ����\��\/��\� a a
. ,-a - ppppp �/ �/\�j\ 9. A MINIMUM THICKNESS OF SIX(6)INCHGS OF P.C.C.SHALL BE REOUIRED FOR COMMERCIAL DRNEWAY APPROACHES AND fNE(5)INCHES FOR RESIDENTIAL. LOCATIONS SHALL BE DETERMINED (� o
- O 0 0 p0 � �\����/� PRIOR TO THE INSfALLATION OF THE CURBS. THE DRIVEWAY SHALL BE INSTALLED AT THE S4ME TIME AS 1HE CURB. Z �
o�bo o°°c�°� �%�//��//,�� -
e 6 GEOFABRIC TO � 10. ALL STREET CURBS SHALL BE VERTICAL P.C.C.CURBS. �N
GRASSY SWALE °� ENCLOSE ALL it. INSfALL Cf1Y OF CUPERfINO STREET NAME SIGNS,FWR 4)BUDES EACH PER ASSEMBLY AS SHOWN ON hiE PUNS. Z � o
�1%MIN. 4 DRAIN ROCK �
I I 12. INSfALL CfiY OF CUPERf1N0 STANDARD MONUMENi BOX(S)AND MONUMENT(S)AS SHOWN ON THE PLANS. � � ���
�2'x�2' FIBER ROLL w • �M���
13. ALL GRADE SfAI(ES ANO V+THS REOUIRED BY THE Cftt ENGINEER SHALL BE INSfALLED BY THE SUBDMDER'S ENGINEER 0.S DIRECTED. MINIMUM OFF-SEfS FOR CUT STAKES SHALL BE FNE(5) Z N o o���
NOT TO SCALE ��T• W �rn c��Z
TYPICAL GRADING AROUND FOUNDATION POP-UP EMITTER(BUBBLER) 14. PRIOR TO COMMENCING WORK,THE CONTRACTOR SFWl HAVE CUf SHEETS APPROVED BY THE CtIY ENGINEER. NOTIFY hiE Cf1Y ENGINEER 1WENTY-FOUR HOURS(24)PRIIXt TO REWIRING Z ? ��o�w
NOT TO SCALE NOT TO SCALE INSPECTION. �J,J w �����
15. THE CONTRACTOR SHALL SUBMR A WRITTEN REOUEST FOR FlNPL INSPECTION. � � o d �w
� U �A��."-i�
16. ONE-HALF(1/2 POUND OF DIPERSING BIACK SHALL BE MIXED WITH EACH CUBIC YARO OF CONCRETE AT THE BATCH PLANT.
17. GRADING OF LOTS OUTSIDE OF R/W ISPER IYPICAI SECTION AND FOR CROSS-SECTION,SHALL BE COMPLEfED AND APPROVED 6Y THE CITY ENGINEER BEFORE PROCEEDING WITH PREPARATION
Of THE SUBGRADE AND PLACEMENT OF SURfACE STRUCNRES ON LOTS. ALL LOTS SHALL BE GRADED TO THE STFtEET ELEVATION,OR AS SHOWN ON THE PL4NS,OR AS DETERAIINED BY THE
CIIY ENGINEER.
18.NOTIFY THE CR ENGINEER FORTY-EICHT(48)HOURS IN ADVANCE OF REQUIRING SERVICES FOR CHECKING FlELD STAKING. AT THIS TIME,THREE(3)COPIES OF THE CUT SHEEfS WILL BE
FURNISHED.
o��� 19,ALL STANDARD STREEf MONUAIENTS,LOT CORNER PIPES,AND OTHER PERMANENT IAONUMENTS DI5NRBED DURING CON5fRUCT10N SHALL BE REPUCED BEFORE ACCEPTANCE OF THE
,, s��, IMPROVEAIENfS BY THE CfIY OF CUPERTINO.
�' / \
- � '��'` � >F 20.MMlHOLE FRAMES AND COVERS SHALL BE BROUGHT TO FINISH GRADE BEFORE FlNAL PAVING.
I � .._,,< �„__ NO'02'S2"W 110.00' a� - - _� - - `��� i
U'� �'/ 21.THE DEVELOPER SHALL PAV ALL COSTS FOR MISRIRE-DENSITY CUfNES(CAUFORNIA TEST N0.216E)AND ANY OTHER TESTS REOUIRED BY THE CITY ENGINEER DURING STREET CONSTF2UCTION.
,` ,'� '�i-'
z� r � 22.APPROVAL OF THESE PUNS DOES NOT RELEASE THE CONTRACTOR OF hlE RESPONSIBWtt FOR THE CORRECTIONS OF MISTAI(E5,ERRORS,OR OMISSIONS COMAINED THEREIN. IF,DURING THE P�F��O,y�
I � ��6�AD �V � 6�AD MINP(lYP.)�% � �J� j'��� THE CIIY�ENGN ER SHALL HAVE�TH�E�AUTHO PTOU EQUIREESUCH MODEFlGTIOND R�DEPARTURE ANODTO�SPECIFY�E MANNER IN WHICHEiHE SAAIECS TO BE COMPLETED.��MENTS PLANS, �oOF,RT Y•l�,9�(n2c
FG RIM 1�#4�2 �RIM 101.2 ,a ,
�
_ 101.4 / INV IOO.Z "�� / INV IOOA � �;�� 6�AD ,��, � ` 23.SEPfIC TANKS SHALL BE PUAIPED AND BACKFlLLED TO THE SATISFACTION OF S1NTA CIARA COUNTY HEALTH DEPARfAIEM PRIOR TO CONSf(2UC?ION.
� w 505 1
� RIM 101.2 �'� � REH�ww oAr�:
�SD SD � SD SD SD INV 99.6 24.FOR ALL FNE(5)FOOT AIONOLITHIC SIDEWALKS,ALL FlRE HYDRAMS AND ELECTROLIERS SHALL BE INSTALLED BEHIND SIDEWALK. 06-30-15
0 5 10 20 �� � 3 ,
FL .'� x� �; ��;. _ _ � ���✓ 1'WIDE AC CONFORM 25.EACH SHEET OF THE CONSTitUCTION/AIODIFlGTION PlANS SHALL BE INITULED BY THE CITY ENGINEER TO BE CONSIDERED APPROVED FlNAL PLANS. IT SFiALL BE THE RESPONSIBILftt OF THE T�9lF��V��-�`�
- 101.3 � S DS �' ` -<- > CONR�ACTOR,AND ALL SUBCONTRACTOR TO INSURE THEY ARE FURNISHED WITH APPROVED PIANS OR THE LAlEST REVISED PLANS. OF�q��F
�,1 � o �o� (10"DEEP LIFT)
� �S N c�.i�� a 4"PVC O 1% I `� ' 26.ALL WATER LINES,V/�VES,HYDRANTS,AND APPURTENPNCES THEREfO INSfN.LED WITHIN THE CftY OF CUPERTINO MUNICIPAL WATER U11UiYS SERVICES ARFA,SHALL BE THE PROPERtt OF S41D DATE:7/19/14
f pg FG py, MIN.(TYP.) � WATER tmulv.
SCALE: 1�� = 10� � 2% 101.4 MIN. 6�AD 27.CONSTFtUCTION SIGNING SHNl BE INSfALLED PRIOR TO BEGINNING OF WORK.
+ MIN. . ' ' RIM 101.2 ���� 28.ANY AND ALI.SfORM LINES INSTALLED A PAHf OF THE WORK ON THESE PtFNS SHALL NE CLFNlED OF ALL IXCESS MATERW.,DEBRIS AND OBTRUCTIONS. STORM UNES SHALL BE FLUSHED AS
, - " INV 99.4 � . .... NEW STD.A2-6 DIRECfED BY TNE ENGINEER.
� I � NorE: REMovE Ex. c/c PER°�r. CUPERTINO GRADING NOTES:
� DS CONTRACTOR SHALL VERIFY PAD DRIVEWAY Z ^>c 1-16
ELEVATIONS WITH STRUCTUR4L PLAN 2�e N oo �`��a i. APPROVAL OF THESE PLANS DOES NOT RELEASE 1HE OWNER AND OR CONTRACTOR OF THE RESPONSIBIIITY FOR THE CORRECTION OF MISfAKES,ERRORS OR OMISSIONS CONTAINED THEREIN. IF Q
o R4MP � .� a NEW WAiER MEiER /
w I FG PRIOR TO CONSTRUCTION. ADJUST PAD M�N• �,�, o� ����CO. DURING THE COURSE OF CONSTRUCTION Of THE IMPROVEMENfS,PUBUC IKTERESf REOUIRES A MODIFlGTION OF/OR A DEPARTURE FROM THE CIiY OF CUPERTINO SPECIFlCATION OR THESE �
°O 101.4 ELEVATION$AS NECESSARY � � J IMPROVEMEM PLANS,THE CfiY ENGINEER SHALL HAVE THE AUfHOR11Y TO REOUIRE SUCH MODIFlCATION OR DEPPRTURE AN�TO SPECIFY THE IAANNER IN WHICH THE SAAIE IS TO BE COMPLEfED,
�� � W W��~ W ��� W�-W W-� AT THE SOLE IXPENSE OF THE OWNER AND/OR CONTRAACTOR.
m
Z� I 2% FF=101.9 n,��� I��� ��� 2. CONTACT PUBLIC WORKS,(408)777-3104,FOR INSPECTION OF GRADING,SfORM DRAINAGE,AND PUBLIC IMPROVEMEMS. w O �
,a _ -_ cn ��� ..�„ n � LL
I MIN. ,�? NEW HOUSE � o �N I-� 3. ALL PUBl1C IMPROVEMENTS MUST BE COMPLETED PRIOR TO OCCUPANCY. �1''�
♦�- FF=102.9 SHEETFLOW ���/��1 � 4. CONTRACTOR IS RESPONSIBLE FOR DUST CONTROL AND INSURING THE AREA ADJACENT TO THE WORK IS LEFf IN A CLE�W CONDfiION. Z V �
GARAGE PAD=100.5 A C R O S S , � � /^� � I
LANDSCAPE �` 3 �J y� O 5. THE CONiRACTOR SHALL REVIEW SfD.DEfAII 6-4 ON TREE PROTECTION PRIOR TO ACCOMPLISHING PNY WORK OR REMOVING PNY TREES. � � O
I H 1 AREA � o ' ��� � 6. UTWZE BEST MANr+,GEMENT PRACi10ES(BMP�S),AS REQUIRED BY THE SfATE WATER RESWRCES COHTFtOL BOARD,FOR ANY ACTMtt,WHICH DISTUR85 SOIL. � J Z
EM � � �-/� J
I 7. A WORK SCHEDULE OF GRADING PND EROSION k SEDIAIENTATION CONTROL PLAN SHNl BE PRONDED TO THE CITY ENGINEER BY AUGUST 15. NO HILLSIDE GRADING SHALL BE PERFORMED VJ
� GMF� s�BUBBLER BEIWEEN OCTOBER i TO APRIL 15. 1�1 W �
FF=101.5 RIM 101.0 �.- c ��J �
100.9 �o:� p ��.2 PAD 100.8 ps ^` � �� �
N�yy���� - ., DS ��99•0 ^�o�gy� �. ��� Z � B. ALl NEW EIECTRICAI SERVICE(POWER,PHONE,AND/OR CPBLE)SHALL BE UNDERGROUNDED. � �
PND TELEPHONE SEf�v10E � V' �S F� 6�?� �S �?� F� � � .-���\.=r- � 9. TO INffIATE RELEASE OF BONDS,CONTACT THE PUBLIC WORKS INSPECTOR FOR Fl1UL WSPECTION. ^
BY UT1lJiY COMPANIES � � 101.4 N� N� 101.4 ,°��� . �/'�..�c?sS � 10. ALL DOWNSPOUiS TO BE RELEASED TO THE GROUND SURFACE,DIRECTED AWAY FROA1 BUILDING FOUNDATIONS AND DIRECTED TO LANDSCAPED AREAS. � z �
' W
S a �` ��� � ��?� � 1 1.P R I O R T O B E G I N N I N G A N l'W O R K W f T H I N M E P U B�C W R I G M O F W A Y,T H E C O M R�C T O R W I LL B E R E S P O N S I B L E F O R P U W N G A N E N C R O A C H M E M P E R M R f R O M T H E P U B�C W O R K S D E P P H T M E M. � � U
� , �1 ,���y " i` ;s
���
z '� � ��� SHEETFLOW ACROSS .�� � " [�
c� .�` �=89'S3'59° � ax M
� , . SHEETFLOW CROSS LANDSCAPE AREA � �o ^ I �
IX.SEWER IATERPL TO REMNN. NEW CONC REMOVE PORTION R=20' � 'v � �
INSTPLL NEW P�L CLEANOIJT PER _ LANDSCAPE EA ,�"� /��P A , O
p�yy OF EX.CONC � ) , L=31.36' ���
S4NITAKY DISTRICf REWIREMEMS = c� BLOCK wALL 't,/ �o°� /� �°� � �or�� � EARTHWORK TABLE �
T�s�
' -��- � �' ��� � �U1
��0���������� ���� _ _ _ _ _ °��� ���s � j � LOCATION CUT(CY) FILL(CY) EXPORT(CY)
- - - - - - � �a -�s
o�� �/ NO'OB'53"W 90A�' ����?' S > „ � ' ►�-�
\ � -,'�� �^J� .�Q'.
� ��� .��;� � s�n �j�' ���" ��� °� a���P`�' = SITE 5 5
���� � , /�1 � ;°�� ^'O `� HOUSE 35 0
,`y � �`��'�o �a <r,��_ � �\/l; �\/ )<�/ , � �� � � ' TOTAL 40 5 35
a � �o
�� o° �� J �o°� - �9
� 1�-
� NOTE:
� EaRr�rorm ouaJrm�s a�n�is rne�r�FOR iNFo�xwna�oN�r. LEGEND
aa°� � REMOVE EX. CONTRACTORS ARE TO PERFORM THEIR OWN QUANTITIES TAKE-OFf.
� DRIVEWAY
NEW G4S UNE y^� � �MP � -- PROPERTY LINE
BY PGBcE ' NEW STD.A2-6 C/G CENTERLINE � W
PER DET. t-16 � -ss- UTILITY LINE-TYPE AS NOTED � �
1�o STREET LIGHT Z Q Z
JJ JS jS -_ jj "_ JJ jj JJ - __ j�
1'WIDE AC CONFORM
�� (10'DEEP LIFf) �. � - � QELEC UTILITY BOX-TYPE AS NOTED Q Z Q
- ��� - - .�- - - .'O�- - - - °�- - �wr.r WATER MEfER
oEW 16"D/W � _ �� � ^t���" � . y� - ABBREVIATION � � �
�S �S �c �Q. SS �c �S �� SS - S� `� c � , � D4WV WATER VALVE N
i � �J �
i-20 " ^ � ;..� i , .._.,'.:�"`,'../�w:..L�;.n.'. � CURB CATCH BASIN � �
-AC^•�^"�"A9PHALT CONCRETE +.p.+ FIRE HYDRANT
� � � � W C&G CURB&GUTTER
�' `i�; � G ;';��� 1 � , CONC. CONCRETE O MH MANHOLE-TYPE AS NOTED
ROSE BLOSSOM DRIVE -• -- - - �-•x� -•- - � ,�°�°�A�-���'�^^�'^'�N INLET O Co SANITARY SEWER CLEANOUT
D/W DRIVEWAY Pp
•� $oN- POWER POLE W OVERHEAD WIRE
y ;r+�aa ,� � ''d.".,'� /� EP EDGE OF PAVEMENT �
1 ��,'i f��: +. y�.` �V' A'/ ��� EX. EXISTING 0 BENCHMARK DATE: 7i19/14
_ " """"F�""""'"`�T1tii5H SURFACE •MON MONUMENT
� � .,•. � i•,,-: FG FINISH GRADE
O SCALE: AS NOTED
^ -r
��� ��, s� FL FLOW LINE -z0o- CONTOUR LINE DESIGNED BY: RW
.V.wFZ.•+�•�-�--F1Ni8H SURFACE
a�, �,j;y� '��'; � �� ���ry��� GFF GARAGE FINISH GRADE �� SWALE� 1%MIN. (U.O.N.) DRAWN BY: RW
e SITE BENCHMARK: � - , LIP LIP OF GUTTER �
P.U.E. PUBLIC UTILIiY EASEMENT SURFACE FLOW DIRECTION SHEET No.
SET NAIL PVC POLYVINYL CHLORIDE °DS DOWNSPOUT
ELEVATION=100.00'ASSUMED S/W SIDEWALK TREE-TRUNK DIAMETER IN INCHES ���
TC TOP OF CURB � �12� SPECIES NOTED WHEN KNOWN
�
.
�i GALGREEN RE5IDENTfAL GHECKLIST—MANDATQRY I O tdu oar Water Use CALGREEN SIGNATURE DECLARATIONS
i . i - --- New Single Famity-21152 McCleflan Road ■
� � IT�WIS rs c , e�,5 s 3 0�t i z �rojec#Name -- -- .-- . __ _ _ .. ^
� ^�tit� �.G t .arr.` �-f�_�a - �d 3�b t Irflgation ccntrolle �.--- .,=i^a.,-.s;s,. . ,- . . : P Adtlr25S. — ..-.— -. — ----
.., .. . � � ,�_�� �on$n�� :_3�n ��se� � ( ro�� 21152 McGiellan Road r�j 1 te`jts
CVPEATIWO r'� t -...��� - ';I� i . �� eW _..
.-.. ..,-� ,, �, _;. _. ,__: ��7�.aaa.�� .,�f:,�e 5�a �1, r��t� t �- .:.���5 I Pro eci�escri tion N 2-story single family with attached garage
_ ; 3��c r3 d>-a��s= 4a�, �G2� � , ' P -- ---.___— 1288 Kifer Road,Unit 206,
. J .. i rzs-'.-,s a:qes � s eed-s
PURPose �� � ; a """'"E "�u"5 �. p ❑ � Sunnyvale,CA 94086
�C'i s aoa.t 2 h�at��--nas� a� � rth�, rt�a a:n e e er � Telephone :408-992-0280
'he�„?��a-�eer:�cdc ap�;�ec te a I ne�r y,,�nstr.,;ed�,.e s.--<v;�'s.Ic�gin a h eu sr,s�..e,�i n ys � t,�'-mun ca..,.n s yst�r-s c a,a�;c��,te,,.ca��a,�,a„sra se a se,,a-a!� � SECTION 1-DESIGN VERIFICATI�N Fax :408-992-0281
�rm��ta�,es. a dcr^i^iams 5h5itr r5 :.�g.�Bc,ate residences -.._c�I,�y..�^.�us!ng fa�[•u/y-:;;.,�-„��;,,^y and � v �-e e- ;a�r.�z- r wn.h�r--„tv r-��r.�r dted In t��e ',. : � - (i
o h�r tYpes of sw?1:^�S r.���s�eey.r y a.,:,c,m:�,,;�aGo,^s ar.d ne�v ar`.r�e�snrv tuiid�n s�.5-n^;.a.e�vr:th�uCh j - .. -.-.. .. P �9 cornpleted chedclist(Cdumns 1 and 2)with kie
, g .,t��:iF„� ��i:.r, sn��.ea.�n;�n�nnr!o�t�e^c±��� a.,.r, n. Cwn lete all lines of SeaUvn 1 "Des n Ve ficativn"and submit the k
t i ursr,r nGiA .. . { pians arvd buildmg permit appiication to the Buriding Oeparfiment.
�ses.Ezisbn�s�t��nr.ands�aN:ng..N•o�re�•_ts t`:�,a.��ut othrrw«e d�sturced�re�.�t sutrject to the .
�q���-zm�n` c``�`N��r2e�. The owner and�sign protessional respor�sible for cwn0liance with CalGreen Standards have rev�sed the plans and
• • i � •
certify that the items checked above are hereby incorporeted i�to the project plans and wiH be�mplemented inio the
� New Srn le Famil 2115'�M1o1CC{�IIUfI R08c� Dro�ec!in accordance wrth tha requirements set forth in the 20t3 Cal�tomia Green Builaing Siandarcls Coae as
--�,."rame�. G Y'
-- -- ------- �Enhanced Durability and Reduced Maintenance adopteC by the City of Gupertino
a ,�,,;��;,�;; 21152 McCi�llan Road ,,
.... .-- �4 40&1 Rodent Proofing r�;a� a a�v r r�s r a� -�--, .. � �- r,_ .�-/[j
�.�;tl„t v�c�.,r�,;::�r �Je�'r 2-Story Sing�e famli��ulth attaChed garage ; � ,s�. �a i as �tates a xle:.;r�s s�-�� e � X i " �t`:,r_7�-�- i J���f� -_____ �-�` "j__
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..... .. . ._ �arJai s?ha a5aa3..s�r'�a 1!".Gd d �e ta0'ie�.,�h�e9tnrr r ay�n,.�,�rz3e _ � � O.aY��PS S�gnaWre ate
�-.ibSf SJG^��YC'It � �it r�-
�.,C i8.9 i-^.aSorS"Y G-i ��. � � , �� • �' _
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r5��-t n�s i Construction Waste Reduction,6isposal and Recychng � 8wners Name iPlease Prmt)
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, he v,5. ._he�.� �s ager ha 1 ei..(c�a-�e.s �.nP,.,..,�nna..Y�F.i nr�r+.�,t, hz w.� ,,,aa !4.4a8.2 Gonstruc4ian waste management plan �*e�c 3 a ..s-..i; �. y ----_--- ._. __�.,.— ...__ ,..- _
�r��n HU�_�g Stan�a d �dB t 1..�.fy a.�-�2Sbvre...�t d�fP.quirFn work des�nLei h�..�.i._p,ne•l,y � .ha e a��5�.:�C �..ja �-on�,vast �-�n o.a���.� - � i tJes�9n Ptofessionai's S��nature Date -
ann,d ar�m'rmFr�a�tn _�. "'" iC
p ..p _e e�Prt � t u-t�vr xas&.�ar�a�rn e���'.:d�>ha�oe s�or�!:e�f_r aGv�.e.�tre . � ❑ � �"�/�/ . ,i�.�� `L
� Yf�Ce^s�^_oF.ssc�al n coryaM�t��n t t t.,_=�r, a^�+.Ke�-s��n�;rofe �rai s i r�MI Cvlumn i o ro^.^g ayz....�� . � .{'Tiv� 0 _ !✓u'f�jt.l7�.t� . __.. —
�t h�s Fu-,K���.�.,s�..�nd tl8t�58Ct�on 1-Design Vert£tdtio n�t:ne enu,.i,h a�!:e..k..,�a.d ha�✓e the � � ���9�P � ��������
cre�-is[p.-rte'-�r�. .. perovR plans ic�r r�pm�.�r_t �Suifdiny Maintenance and Operation .. " ___., . � ____,__ . 9/ . .. ..._
2912 014
� pnc�i tu f�9,�..rect n by the 5 i d�_r�uf�:partr.rcnt.ifie i__^..s�d��vf.s�ior.a.sha',c..�nrlet�Coiumn 3 � - ...... . .__.____—... T... ---� S,y «sGo*�s W
._.—.—�.�� .._�_,-� naWre of L�cense Prcfess�onai iWe fa Cali�ree�cem�ance Dafe ..
anu s=��n �d dare Section 2-Im leme�taYion Yerification at t�e,.,:.,,..� �_�.::;st and subm�t the �1414.1 Operation and maintenance manuai. e - ^spa:?or '� . '
a P - - � � ! Michaei Chau 650-799-7100
.,�;iN¢tea f�rrr t�t�_9u.�d:�,g:nsPec'.or. ,an prrat-on ar rra,n±Pnar,��mar���a�sr�a��oe:-,._,.,,,th_���!^5 � .-.
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'�c��.,,art..€ui,ef. � Name of Lrcunse Professionai responsiWe ior Cal6reen cwnpuance lF'iease Pnntl P!wrw
michael@msjconstruction com
'•- � Em�i�sss fcir tn;ense P�ofessional respons��e tw CalGreen crnnpl�.5ru�
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; Column 2 Calumn 3 �
• ------- ----- i Fireplaces
� MANDATORY�EA7URE OR MEASURE projeci Veri(lcation � - _-- . �
,
Re urrements I i a soa t c��s�ji i�5�a:�r-,y��rP��„P se� a �m�us::d��as o�ssa�� � � � SECTION 2—IMPLEMENTATION VERIFICATIflN
, . war_+d�o�rn�n fi;ep-�ace.c e sea:ed ���s;�v� � .._ �
� � � � � ! � �� --- '------ --�-�� --� Gomptete.si�n and submit the competed checklist,including column 3.t�ther wrth all orglnat S�natures on Ser.tion
__
� �Poilutant Contro) 2 to fie�uitding�epartment pnor to BuiVding Depanment final inspection
�Planning and�esic�n-Site�evelopment : . . .. ..._..._ _- _... . . . .. . ,_-... _.
_-----.---. ..,..j � �� . 1 heye in t�the work and have reCeived sufficient[Jocurneniation ta ver and cert Mat the r t
� �- - ����" � � ' ����� -��� ; A.58d.1 Covering of duct open�ngs and protection of inechanicai , - C � �Y rfP P%�de�frf�
�d 106 2 Stomr water drainage and rete�Uon dunng consUucfion . , i equipment during construction.��ct N -;ty��-,1,."."er F a e'a�.r Q � � � above was cnnstructed�n accordance with this Gteen BuifBing Cfieckhsl and m accordance witli the requirements of
� v .�-�r,7��i��.a.��a:.eo...:.�ana��e�.m;r.a e:1 a::r�`e.. �; �� � ,QX .. ❑ � � �s �.r.r,n_o.Rone^,o�^^gs s".,�n t✓e�_�a�mn�r�rs.��'_.or . ttie 209 3 Ceffomia Goe2n Bwltl�ng St2n4dtCS Cbde as adoPted by the Cily o(Cupertirro
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f— _.. .._._ ._.. .-_ ___. _ _. . I 4 503.2.7 Adhesnas.sealants and cauiks P.tl i s� a.a.-�«,rc��a..As - �+ ' i ...___ -..........---
i d t0o 3 Grading and pannt� � s;.e s a-ba P a,Py a'h7 e�.��.o.o--, � i s a�=r^^,a�..,.;�.�n v nC ar.�ct'r-,e.,,_.,w _.,r�I-.^'ic u �, � � Sgr`ature or Lcense Prafess�o al res�Ons�Wa la CaiGreen comdiar�ce Oate
i 4�_��-u��Ga i43�-',..JmY >T ha y',l?�5(,i�nSfR:Ct ,L.df,S bf'd.+�._d:2:��iW : Q �,. ❑ ! � . ��,`V � I .
i f ��n.�'n.�C 3 j 3!^�t�la JS 2 V:�1 7'l .i-: ...Y.'I.nrfil✓�'S . I _ ...._ ..__ ...__ .. i - ._. ..__"__ ..... ____._ - __.. ......_"_ ."_........
: _ _ � , . � i d 504 2?Paints and coat�ngs.Fa�t_�t.��r.,:��o.,r e�c:..�t r��� "d+`., f.. ^ _.___.
� - -- -. .- - _-�--.-. ' ,„,,c � � - t� Narrlf of L�cenSE Protessronal rPspon5�hle�or Ga.IGreen('rnmpiiar�e(PlraSe Pnnii Phone
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;4.504.2.3 Aerdspi aintsancf coat�n s ..^so 3+s inr -r.»��n�a � �. I � ��"�-�
P 9 �� � ❑ � Ema;�lvkur.ss Iw t�cenyc vro(ess+ona�.esprn�.vGe fv�GalCreen compfiance
a G .-._ � ,,._h r s� ., �.e.�v�.i�r,a�.,�-:^v.,3�,...,,..x_ .
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'- .A 504 4 V�r�fi..at�on, ur.e-a 5 .� �-' fi �a: '
i D,3,.�'.VttG I.:n�Sh d d�c d �•_ � ❑ � �y�
iGeneral . � A�ry 359-03 052
. ---_ .. _...__. i A 504 3 Carpet Syst�ms...�pe;ano�a'P_t sys._m,s',a .,,.....�,��.r^;�s�'" � -.._ ' "" ''
�d,241.t L��.v:se es�!gr ai -�:.r.gs s a'-mee!-r e.ce��!he m�n�!m�rr7 � . � ' i JvC .'�r.s ,,.. � . ��
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j stantlarn tlesigr rc-q�.,,•Ptl hy�ne Ca:�€n.n a F�em}.;-ar.r,srns - ; • .._ .._.. ....
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`4 50d d Resii�ent floonng systcvns E�r ., F e.�ct o 3
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�Indaor Water Use ' j t+ate s L c.b -er �r-h� �r. �a in �;t�R�_�
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�4�03 1 Water conserving pNmbing f�xtures and f�ttmgs.� :�z.._a � I 4 504 5 Compos(te wood products Pa -et a �+a:�m nor ,� - ,
(iwater c as-; ana--n^�a�--aru��i?:��a s2uc2!s a^�s���.ar�ea..��a�.comFlf.. i :K..h..a•A � ann �rmwrnr n�,r�.,,.;.s�^. ..ri^�f sn Sy,t-:Ms sra� Q .'..... ❑ i
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�❑d 303.1.J 2 Water Clos�ts t h�e e ��sr ,-r��v a��--cse:�- ' i Interior Moistur�Control �
s;,a�i r.c�t_x�ez..'<"��a„�.:s czr � �,<<.F-�o�_•.,.,5_.s 3 z!�e . , j _ �
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� {` T,,, �. j d 505.2 6vnerefe slab founaat�an �e�i-- . i
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i❑A.303.7.3.2 Urinals. ..�..(.c-.,-_�s.. _�. ,-:�e:y_...,,,,�� �... �� i ��� ---. _..`- --- ._-"- - ----- - ...... - i
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� sxceetl" ,�o•,s pe;rusn. I �4 505 3 Mo�sture eontent�t building maizrials s,-�'E e".o�.�"�,c, � .. � I
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i❑1 303.1.3 1 Sinyte Showerheads z ��.� s 4�- a �n a : � r... ..... . -.- .... . ...- .. .. . . ..
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oa G;a c�t� f_ ar 2 gal o �-+_�a �Fn p� n n���, j ;Indoor Air Quaiiry and Exhaust
i ���_.,�C�,�v-.r;^�p-�ar.^ar._c.:e7a n. ..�S`rF,a v.a a=Sa��a .. i i _.... ... .._ . . �
i 4. ��6c�._ e•�.^2:v��*.�adL i ;4 5D6.1 8athr�am exhaust fans.�Fx�auS-a� µ .. ,^_r^� ..�:�is.� M.. T.. � . ❑
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! �o�d;r:c a-e a �•�'e7�...r e�r,natr� . �.. �
�❑d 303.T.5 T Mulnple Showerheads serving ono shawcr ti n� � - - � ; - �. .. - --�- -- --� ----���� --- ---�
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� s-�war:s sa 1 a c°^7 r2 a..-e sh 4 .^^�� comb t�rate�`- -
� a..s.ch�e,�e�..s a.... �e 3hoa_�ut_;s ca�.�e�cv n st,� . i j E�vironmBntal GOmfOrt �
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��4.303.�.a.1 Residentiai iavatory fauc�ts a( e^1 '3?e oi � � c5- :5,k�a�55 3._ Ea�y�i .y..d.:y:C�"3 rv 1•�l..�Y��9n:;3.�
�esioen��,ai iavat��v fa..cets sna�i�nc;�xe�d TF_el e�s�m.�e at^^ i �Ga:da+e^�.'. �. � �. ❑
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j�4 3Q1,1.3 2 l.8vatory faucets in CGmmon an8 pubiic use areas Tr�a - � � ,,,��,;,,-�-;r e,, �,
' ?x )"^ Zf2 f c�S '�=��1 PtS S(AtiP '�i:=7 R ..� "ISE , 1 � - - -
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� �B"`.:f31 CU�tl�-^a5 Sh91 r.C�f�el�...r r�:.,._.3 ..Z.ya���.sC 5„�_I.v'2 '�,, �. � t--_. .. _ .. _. . ._._-_.._.
I �.V �.. � �T021 Instailer trarnin hV .ys �.3'��s are t�3��d a,.7�.e-+.*�7. � E��- x } J
�❑4 303.1.4.4 K[rc.hen Faut�[s.Th ra �a�^�a�a�� c k t a `.• . i ,,�� . .., 9 � . t. . � .i �' _..3��t ���i'� 1'' ��!�' '�f`!,,. ��� DA7��Ob4014
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i a2-:�'is �u:�at ✓`.e�d'T.JS`:.jci�;lrt'J�f'''.�E �m r'aW r2t� - I I � �v'e(1 h`h 3-'�a� -1P,7 d�d??,'r.tb.,c,tt}�ls,..��.i* ."'�ptj-.-�r,r r+h�' ' � � p"',.� yy�
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. +S 30 S ndards for plumbing fi�ctures and fittings "�u�rc .,.-x�t;;res ' . ._.� i VerifiC�ti6n5 � . v . ., .._ _ _.�..< ...,�.. .�. ...-_,...._._.�,._ .. .
� . F . . h:-��('^na ' j� .; � i� M CALGREEN
;a f-:as snai Gw.�sa�ied�r,accorda�ce;vtl�;e r f.;rrna P um -,__ . � . � �---. .._. . ---....._-. - - --_-..____ r
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WATER USAGE LEGEND EnV2, Inc.
Enicision of\ature
CA LIC.:A.B,C�7 9109�1
ZONE DESCRIPTION IRRIGATION AREA i9"�°'�°�'RSEDR.
S.AN JOSE.CA 95131
ZONE A. GRASS AREA HIGH 523 SF TE'- `�°$'��°-6'sq
F.aE:(a08)886-7229
ZONE B. PLANTING AREA MIX 328 SF
ZONE C. PLANTING AREA LOW 1243 SF
GRAVEL AREA NO IRRIGATION 1283 SF
TOTAL LANDSCAPE AREA 2,094 SF
HARDSCAPE LEGEND
sYMBOL DESCRIPTION GENERAL NOTES:
1. ALL HARDSCAPE AND LANDSCAPE AREAS SHALL � �
� CONCRETE PATH WAY WITH BROOM FINISH HAVE PROPER SLOPE AND DRAINAGE AWAY FROM � O
PLANTING AREA STAMPED COLOR CONCRETE TILE OVERLAY W/ THE HOUSE OR TOWARD APPROPRIATE DRAINAGE v � �U
PATIO TILE STEPS � TILE OVERLAY OVER CONCRETE STRUCTURE TO CARRY WATER TO AN APPROVED w x �O
C O N C R E T E W A L� T Y.P. DRAINAGE OUTLET Q y. y z
--— _ - -- -- -- - COLORED STAMPED CONCRETE � v
----
�--------- ----� �HYDROZONE b. MIXED ��OW/MODERATE) WATER ZONE� _________________________
HYDROZ N , �HYDROZONE C: LOW ATER ZONE _� EnV2, Inc.
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Eni��ision of\ature
�� PLANTING LEGEND �.aLI�.:.a.A.�>>�1a9��
� • HIGH WATER FESCUE TURF WITH SPRAY SPRINKLERS) PLANTING LEGEND —J � \
A� � � �j � 1937 CO\COL�RSE DR.
TR EES sarr rosE.c�,e�i3i
B� MIXED (LOW/MODERATE) WATER ZONE I LEGEND SIZE PLANT NAME (SPECIES&VARIETY) PLANT COMMON NAME SPACING QUANTTY WATERING NEEDS TEL:iao3i89o-ti?S9
I • I FA.l":1�08i SS6-7??9
C ?-1 24" BOX CHINESE PISTAC'0 CHINESE?ISTACIO 35' 10 LOW WA?ER
I • LOW WATER ZONE I
•
L—————————————� T-2 24" BOX CAMPHOR CAMPHOR 35' 3 LOW WATER
LEGEND SIZE PLANT NAME (SPECIES&VARiETY) PLAN?COMMON NAME QUAN?ITY WATERING NEEDS
r YDROZONE A: HIGH WATER � sHRues
L���������������� S-1 1 GAL CAREX MORROWII EXPALLIDA 'VARIEGATA' VARIEGATED JAPANESE SEDGE z0 MODERATE WATER LEGEND SIZE ?LANT NAME(SPECIES dcVARIETY) PLANT COMMON NAME QUANTITY WqTERING NEEDS
FESCUE TURF W'TH SPRAY SPRINKLERS
LAWN AREA DWARF FESCUE
NOTE: PROV!DE IRRIGATION AT ALL PLANTED AREAS S-2 5 GAL
ALL PLANTING ARES SHALL RECEIVE PRE-EMERGENT AND AGAVE ATTENUATA AvAVE 28 LOW WATER
3" DEEP RECYCLED CHIPPED MULCH iN DARK BROWN IN ALL AREA
EX��PT�ti TURF AREAS. P R I VA C Y S C R E E N I N G M A TE R I A L S
ALL EXISTiNG PLANTS TO 9E REMOVED FOR SITE PREPARATICN
PLANTING
HEIGH? SPREAD ��STANCE O
MAX!MUM �
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T-2 24" BOX CAMPHOR (CiNNAMOMUM CAMPHORA) 4� 35 �5 Q >,,,i �-��
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TOTAL AMOUNT OF PLANT PROPOSE: 61 PLANTS � Q ��
�R O N T YA R D TR E E P�ANTiNG AMOUNT OF LOW WATER USE PLANT: 61 PLANTS (100�) 3 � ��
SPREAD DISTANCE w �U
MAXIMUM 2
T-1 24" 90X CHINESE PiSTAC10 (PISTACIA CHINENSIS) 5O 2S N
NOTE: ALL PRIVACY TREES MUST BE AT LEAST 8'
- HIGH WHEN PLANTER. ALL PRIVACY SHRUBS MUST
T-2 - ' T-2 BE AT LEAST 6' TA�L WHEN PLANTER.
- S-2 -" - - _- s-2 �
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( �� , 2 PLA TING NOTES �
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T—2 �� �� I \�� \�� ��i I / � i I �� �- - 1. THE WATER S RCE WILL BE MUNICiPA�. F�
° 1 (� I, � I \\ \\ // �- �. _� _ �
- � I I I �_ / � `�; 1 2. NO SEED MIX ILL E APPLIED TO �ANDSCAPING �
I �r.:�. .
� ;�""u � _._� 1 /, / � ��' I 3. ALL TREES 1 GA�L N OR LARGER TO RECEIVE (2) 3"x?0' LODGE POLE PINE STAKES
( _ � '=� � � �. � �, , - WI�H (2) 1"X ' BA KER 90AR� NAILED TO STAKES. TIE ALL ?REES TO STAKE WITH RU9BER
,. � � - . . ��. . ; ._. " � .... . . . �.. .. I . -_ T
_, � .:--. — �_. A�- -_. ��� . . . � _. .--_.. _--_. �
_ � �_2 ` ; IES SEE TR DET LS ON L2-0. AND NAiL WITH GALVANIZED WOOD SCREWS.
- - - � ,�
- , ., _. .;
� E I
- I '� " � _ 4. PROVID� DEE WATE �NG /INSPECTION TUBES ON ALL TREES, WATER BASiN SHOULD BE SUFFICIENT
= I y � E;,�',, 0-- � T ( �
�O��i�G �: +��` � ',� (� ENOUGH TO NTAi WATER AT BASE OF ?REE, AS NECESSARY.
(~ . � ` I
_ _ ��h�,���_ __���---� - 5. FERTiLIZER TA LET HALL BE PLACED A?MID-POIN?OF ROOT BALL PER �
If � MANUFACTUR S R COMMENDAT,ON.
� - � — - {� _- � 6. USE COMPOS, FOR 0!L AMENDMENTS. APPLY MINIMUM 3 INCHES Or COMPOST!N ALL P�ANTING AREA
�; - � ,��-_ —'�" I AND ROTOTILL HOR UGH�Y INTO MINIMUM TOP 9 INCHES OF TOP SOIL.
II � _--- - -- , --- w,� � ' - 7. PROVIDE 3 0 WAL ING BARK JNDER AL� TREES, SHRUBS AND UNPLANTED AREAS �OR
( I , WATER CONSE VAT! N
'�, - ' � - - . � .. ` 8. PLANT LOCATI NS RE DIAGRAMMATIC AND MAY E AOJuSTED IN THE FIELD AT THE LANDSCAPE ,F�--
� � ' ---- --' �' � " ' - - - ARCHITECT TI PRIOR i 0 INSTALLATION. Q �
- ,i: -�� `:\ � DI C 0 f.]
- �
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I - I { � 9. QUANTITY AN SIZE AS PER PLAN \
II 10. ALL PLANTS .ATE ' D BY THE CONTRACTOR. THE CONTRACTOR �
L J . S—'� F CAA ONM MATERIALSNDH T 'NLOADING, AND �4R,INGANY WAY
` I TI TO EXCERCiSE CA z
; I I 0 P N ERIALS PLANT �
�'-�. _- ,_. _ �� ,i'T ., - .
�� � _ WILL BE DISC REPLACED WITH UNDAMAGED MATERIALS
' AT iHE CON � . z
O
_`�_ _ _ , , /' �
, , �� ��; ; � 11. F�E, OF CONCRET IN THE LAWti AREA TO BE INSTALLED
' � TREES THAT ARE P�ANTED WITHIN FIVE � T `n
- C.�✓ �: �� ' �' ' " ' % L J IN A DEEP ROOT U824-2 ROOF BARRIER AT THE TIME OF PLANTING. w
��_
� ! � � 12 TREES TO BE DOUB E STAKED WITH LODGE POLE STAKES STAKES MUST BE STRAIGHT � �
r . . A�� L
� - S—'� ,.�T_- --�� .�_____ _ _ � S—'� AND FIRMLY IN GROUND. j
= I I �—� � ;:� �"` T�?"��'�x�"`y"Y"'� _ ` 13. GROUNDCOVER IS TO BE PLANTED TRAINAGULARLY SPACED AT 12" ON CENTER. � a a a a a
ZO ���_} F �N�� ' � ' ' ;`�;' ?4. SOIL AMENDMENTS SHALL BE ROTOTILLED IN A MINIMUM DEPTH OF 9" IN
_ �`�`�� f�" � x x_ K
��;'�""��� �\, ac" r . �-�'��` ���.r'"�"-�+r'y1s� LA W N A R E S AN D IS TO BE MIXcD WITH NATIVE SOIL WHEN BACKING PLANTS.
.��v —,� — -- ������
._ 4 .
� \ �� �tyx\ ` Y ...,� t " ..v _` �_`� SCALE: 1/8"-1'-0"
���_\ �. �..,>. � . . '.i = . . .
��"r� � ��, ;;;�' \� � ' �-_T:-_~ � -- —_-- _�_`.-. .'_�_ _"-'./ "I HAVE COMP�IED WITH THE �RITERIA OF THE WATER CONS�RVA?�ON DwGBY: xYP
�y � � �.:. , . _ _ . _ _ . . _ . . _
IN LANDSCAPiNG ORDINANCE AND APPLIED ?HEM
```",' I '�,.___�'` �" r �` ,�-. . _ . _ _ _ . _ . . . _ _ G DATE:
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-\- � ' `�� - ' -� - - - DW 6-02-2015
;v I ------.� � Fv F -'f - --=�--�;--- - _•-- - i��`�.-y' ',' / �>� _ ACCORDINGLY FOR THE EFF!C�ENT USE Or WATER
,� � , . _ ,.
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h� L r ���, '�� Y`-�•--�-�- �"-� �-�.+ .`.'.'_'.--'.�.'.' i"� .. , . ..,. ..,<.�_rt. ., . , _...._,.�.,.._ 1���'�NE � �ANTiNG DESIGN �LAN." cxEcxsY:
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�—/, -- _ � r�i ��3 y i t''S ,�,,�5��s�. .,. ......___ .....,....�.,...,. CHECK DATE:YPO'-20
�,_: ,�, %�_�_ 1 _ ..._ . ... .. .„.. _.... .
, �_ r,�� ' ��. , ,, � ,,�j�'; ' � '��� fS LAWN AREA PJrNo:
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T—� ' 'f . '`� .- . _.. �_ ,. .. a 3 FILE NO:
_1 S.,,. _� _
T `� �' �� '.' 1. LAWIN AREA IS DWART F�SCUE
• i9 ��, 7,�J
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2. TURF IS NOT P�ANTED ON SLOPES GREATER THAN 25%
(��?� ����tj:� '�
3. NO INVASIVE PLANT SPECIES/NOXIO�S WOODS SHALL BE INSTALLED
�ili�i:
ANY EXISTING INVASIVE SPECIES/NOXIOUS WEEDS SHALL BE L2•
REMOVED FROM PROPERTY PRIOR TO NEW LANDSCAPE iNSTALLATION �
c�i 2 ��i-:�,,.