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R-2015-31b OFFICE OF COMMUNITY QEVELOPMENT CITY HALL 10300 TORRE AVENUE•CUPERTINO, CA 95014-3255 C U P E E�T I N Q (408)777-3308 • FAX(408)777-3333 •planninq(a�cupertino.org October 13, 2015 MDA Design Attr1: Minerva Abad 3705 Haven Ave #134 Menlo Park, Ca 94025 SUBJECT: RESIDENTIAL DESIGN PERMIT ACTION LETTER—Applications R-2015-31 This letter cortfirms the decision of the Director of Community Development, given on October 13, 2015; approving a Residential Design Permit (R-2015-31) to allow the construction of a new 6,427 square foot, two-story single family residence with a second to first floor ratio of 88%located at 10885 Miramonte Road, �Tith the following conditions: 1. APPROVED PROTECT This approval is based on a plan set entitled, "Zomorrodi residence, New Two Story Single Family Structure, 10885 Miramonte Road, Cupertulo, California 95014" consisting of t�venty three sheets labeled "A1.1 to A5.4, G1 to C-5, L-1 to L-4 and a Botuldary and Topographic Survey Map" except as may be ainended by conditions in this resolution. 2. ACCURACY OF THE PROTECT PLANS The applicant/property owner is responsiUle to verify all pertuzent property data ulcludulg Uut not limited to property boundary locations, building setbacks, property size, builduzg square footage, any relevant easements and/or construction records. Any misrepresentation of any property data may uzvalidate this approval and inay require additional revie�v. �. PRIVACY PLANTING The fuzal privacy-plantulg plan shall be revie�n�ed and approved by the P1aiu1i�lg Division prior to issuance of build'nzg permits. The variety, size, plantulg distance shall be consistent �vith the City's requireinents. 4. PRIVACY PROTECTION COVENANT The property o�vner shall record a covenant on this property to i�lform future property o�vners of the privacy protection measures and tree protection requirements consistent with the R-1 Ordi�lance, for all windows with vie�vs ulto neighUorulg yards and a sill height that is 5 feet or less from the second story fulished floor. The precise language �vill be subject to approval by the Director of Community Development. Proof of recordation must be subinitted to the CominLulity 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 Landscapulg Orduzance if more than 2,500 square feet of Two-Story Permit Action Letter Page 2 R-2015-31 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. 6. CONSULTATION WITH OTHER DEPARTMENTS The applicant is responsible to consult with other departments and/or agencies �vith regard to the proposed project for additional conditions and requirements. Any misrepresentation of any submitted data may invalidate an approval by the Corrununity Development Department. 7. EXTERIOR BUILDING MATERIALS/TREATMENTS Final building exterior treatment plan (ulcluduzg but not limited to details on exterior color, material, architectural treatments and/or embellisl-unents) shall be revie�ved 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 origuzal approved plans. Any exterior changes determuzed to be substantial by the Director of Community Development shall require a mulor modification approval with neighborhood input. 8. INDEMNIFICATION Except as otherwise prohibited by law, the applicant shall uzdeinnify and hold harmless the City, its City Council, and its officers, employees and agents (collectively, the "uzdemnified parties") from and against any claim, action, or proceeding brought by a third party agauzst one ar more of the indemnified parties or one or more of the indemnified parties and the applicant to attack, set aside, or void this Resolution or any permit or approval authorized hereby for the project, includulg (�vit�zout limitation) reimbursing the City its actual attorneys' fees and costs u�curred 'uz defense of the litigation. The applicant shall pay such attorneys' fees and costs within 30 days followulg receipt of ulvoices from City. Such attorneys' fees and costs shall i�lclude amoi.uzts 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 Uy City. 9. NOTICE OF FEES, DEDICATIONS, RESERVATIONS OR OTHER EXACTIONS The Conditions of Project Approval set forth hereul may include certaul 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 tllat the 90-day approval period u1 which you may protest these fees, dedications, reservations, and other exactions, pursuant to Government Code Section 66020(a), has Uegun. If you fail to file a protest withul this 90-day period complyulg with all of the requirements of Section 66020, you �vill be legally barred from later challengnzg such exactions. Please note tllat if this permit is not vested within a year, it shall expire on October 13, 2016. Staff has made all the fuzdulgs that are required for approval of a Tv��o-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. Tlie��•oject is consistent with tlie Cupertino General Plat2, a�iy applicable s�ecific plans, zoning ordinances a�zd t12e purposes of this title. Two-Story Permit Action Letter Page 3 R-2015-31 The proposed project is consistent with the General Plan as the project is withul 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. Tlie granting of the permit zvill not��esult in a condition tliat is detrimental or injurious to���operty imp�rovements in tlTe vicinity, and will not be detrimental to tlie public liealtli, safety o��welfa�•e. 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 R1-10 (Single Family Residential) zoning district, and will be compatible with the surrounding uses of the neighborhood. 3. Tlie p��oposed project is liarmonious in scale and design with tlie general neiglibo��hood. 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 adjoifii�ig���operties have been reasonably mitigated. Any potential adverse impacts on adjoining properties have been reasonably mitigated through the privacy protection plantings and 'ulstallation of a front-yard tree as required. 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. Sincerely � Tiff As �ia�te Planner City of Cupertino Enclosures: Approved Plan Set CC:Kambiz Zomorrodi,6501 Crown Blvd#106-A6,San Jose Ca 95120 • - � 8 k i— o � �, ' � ��� � u � � ZOf� ORROD RESDE CE � � MDA DESIGN 9 f� EU� T�UO STORY SIf� � �E �Af� I �Y STRUCTURE e ADDRESS $ 3705F4venAvenue 9 � Suite 7% � MenloPeM1,Ce.9d075 � YJEBSITE 10885 f� I RAf� 0 f�TE ROAD o EMAL�� � mdadesign1992�girel.com � MOBILE 650-353-0273 C U P E RT I �l 0 CA �0 R �l A g 5 014 � s��-�s°° � 9 � � g � � NEW TWO-STORY ��� �������� � p `� " � SINGLE FAMILY � �C���-r -_ ..__--- �, E � E � RESIDENCE ���� � �������� `�_���'�� � 10885 MIRAMONTE ROAD �y� � � CUPERTINO,CA.95014 � � �������I �at� __. _l��i._;����-�x�� AUG �2 �2�15 � � e ������.��:��� _ _ ' f ��� o ���. �.�.�;.�.._ � (C�se���n�ger} v o �0� ' 330 LAURELWOOD LLC , � PROPERTY ✓ OWNERS s e . ; ASSESSOR. PARCEL N0. E � SCOPE OF WORK PROJECT DATA: DEVELOPMENT REGULATIONS: SHEET INDEX: � E 356-01-036 CONSTRUCTION OF A NEW TWO STORY RESIDENTIAL STRUCTURE. A. LOT COVERAGE m .�LLOWED PROPOSED ARCHITECTURAL: � THE BUILDING WILL CONSIST OF A BASEMENT, 3- CAR PROJECT ADDRESS: � w LOT AREA: 20,257.0 SQUARE FEET 45� OF LOT AREA = 8593.6 �Q FT. 21.75 % OF LOT AREA = 4156.71 SQ.FT. � GARAGE, SIX BEDROOMS, FIVE AND A HALF BATHROOMS, LIVING, 10885 MIRAMONTE ROAD LOT AREA AFTER DEDICATION: A1.1 PROJECT DATA � DINING, FAMILY, AND STUDY. CUPERTINO, CALIFORNIA 95014 19,096.86 SQUARE FEET A2.1 SITE IMPROVEMENT PLAN OWNER'S NAMES: A3.1 BASEMENT AND LOWER LEVEL PLAN � THE WOOD FRAME BUILDING WILL BE KAMBIZ ZOMORRODI A3.2 MAIN LE�/EL PLAN LOWER LEVEL ROOF PLAN � CONSTRUCTED USING THE FOLLOWING MATERIALS: OWNER'S CONTACT NUMBER: A3.3 SECOND FLOOR PLAN MAIN LEVEL ROOF PLAN F EXTERIOR WALL - STUCCO A3.4 SECOND FLOOR ROOF PIAN ' �-� ROOF = HIGH PROFILE "S" CLAY TILE (602) 625-9173 B. FLOOR AREA RATIO � ALLOWED PROPOSED s WINDOWS - ALUMINUM�CLAD . A4.1 ,FRONT SOUTHWEST ELEVATION PATIO DOORS - ALUMINUM CI�,D A.P.N.: 356-01-036 A4.2 RIGHT SIDE SOUTHEAST ELEVATION � LOT AREA: 20,257.0 SQUARE FEET 45� OF LOT AREA = 8593.6 SQ.FT. 33.65% OF LOT AREA = 6426.50 SQ,FT. PATIO - PAVING MATERIAL TBD ZONING: R1-10 A4.3 REAR NORTHWEST ELEVATION h REVISIONS BY: LANDSCAPE DESIGN WILL BE INCORPORATED LOT AREA AFfER DEDICATION: LOWER LEVEL: 1482.13 LEFT SIDE EAST ELEVATION a REVISIONS N0: BY: � LANTI G PL4N A DP F ON�TUIYARD TREEPPILANTING. AREA MAP: 19,096.86 SQUARE FEET MAIN LEVEL: 2589.61 A5.1 PRIVACY PLANTING PLAN $ m 8/20/2015 PK SECOND LEVEL: 2354.76 A5.2 LOT COVERAGE CALCS � , t- , �� �-- ��.�� A5.3 FLOOR RATIO CALCS $ CONSULTANTS ,� ' 3 .i�,° ' 1` ��' C. SETBACKS REQUIRED PROPOSED A5.4 FLOOR AREA CALCS � �V � �� � �1,^ 2 ;f��t ��,,;. RCUSA CORP, INC. SMP ENGINEERS �,�� '� t ,,r� ,, µ� �k :r �,.j , , , E 2050 CONCOURSE DRIVE SUITE 50 SAEID RAZAVI, PE � _� :F - d � � " FRONT SETQACK: 20 FRONT SETBACK: 27-7' � .� � �. , TEL: 650-941-8055 SAN JOSE, CA. 95131 y� � '� "�` Rc� : SIDE SEfBACK: COMBINEDSIDEYARDS: 15' SIDE SETBACK: COMBINED SIDE YARDS: 76'-5" � � TEL: 498-892-7680 FAX: 650-941-8755 �Q,,,,�N°' � ; � a' � RIGHT SIDE: 27'-2" � ISSUED FOR: t , ,, (SIDE SHALL NOT BE LESS THAN 5) , „ � FAX: 408-955-0211 CEL: 408-472-5062 ' :�.A � �r s�, -.� ' ,� A , LEFT SIDE: 49-3 � � email: esse�rcusa88.com email: srazavi�smpengineers.com :=��ts $ ,;:� �, � . , - , ; 1 � ,�_- _;_ � REAR SETBACK: 20 REAR SETBACK: 20' LANDSCAPE: � �' �� _ CAPEX ENGINEERING INC. DRAKE DESIGN ASSOCIATES `I� '�; � ��� �� ��'� " � ' SECOND FLOOR: SECOND FLOOR: L-1 LANDSCAPE PLAN 6 GARY HSU, P.E. LEAH DRAKE ✓';"j,�' ��#i �-'.��`' � � FRONT SETBACK: 25' FRONT SETBACK: 25'-0" _ L-2 PLANTING � P.O. BOX 14198 51 UNIVERSITY AVE., SUITE 1 I ;k` 1�;,�r ��I � SIDE SETBA.CK: COMBINEDSIDEYARDS: 25' SIDE SETBACK: COMBINED SIDEYARDS: 76'-5". L-3 IRRIGATION � FREMONT, CA 94539 LOS GATOS, CA. 95030 � "`' �` ' - ' (SIDE SHALL NOT BE LESS THAN 10') RIGHT SIDE: 27'-2" L-4 LANDSCAPE DEfAILS � ` � - TEL: (510)668-1815 TEL: (408) 688-7651 LE�f SIDE: 49'-3" 6 DATE 06-30-15 FAX: (510) 490-8690 Leah�DrakeDesignAssac.com VICINITY MAP REAR SETBACK: 25' REAR SETBACK: 37'-5" CIVIL: � JOB N0.2014-067 � SCALE: AS NOTED D. MAXIMUM BUILDING HEIGHT REQUIRED PROPOSED � . �, ,. �..... ........-...,, .,.... .:..,.. ..,.,...,. — T-1 TOPOGRAPHIC SURVEY 5 DRAWN BY: MA ENERGY DESIGN GROUP "' ,� 3�_�� b MILES HANCOCK ��:�'`.� �� :.,s, � C-1 GRADING AND DRAINAGE NOTES AND DETAILS � MAXIMUM HEIGHT: 28'-0" 24'-10 3/4' HIGHEST POINT C-2 NOTES & PERMITS 2149 DARTMOUTH STREET "'� -� „'�•,-:�, � �� C-3 GRADING AND DRAINAGE PLAN � PROJECT m.� .:;�; �, PALO ALTO, CA 94306 � '\1; z .�^�':�"'t,,;\�S'� r� C-4 EROSION CONTROL PLAN � TEL: (650) 424-1189 , y*' ` •��:�>:�- ' --� C-5 CROSS SECTIONS & QUANTITIES � �AT� , �.: n energy�pacbell.net ""'� ' �. ' ` v� •�J�� � d�p%����s y�f,I 8 �..�'.,.�..s�.��� '�%�..'<K ro ��' 'Y��I =.l� ., . • %y ii � �...., ut`,!'. I CODES -. •.: ��:�°�"• �a �'� q � SHEET NUMBER .n .�...�'�,'��•���da�!,"''.-...�:�.y .� �I 6 '� .y,���E�kx._. �� �'�ti•o 9 0 , ��„t« �x�4:".rL�^�t+• � a � 2013 CA. 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' 3705HavenAvenue UTILITY ROOM a a 2.PROVIDE UNDER ROOF CROSS VENTILATION AT THE RATE OF = sune�3a FIN:TILE � d 11150 OF THE ATTIC AREA PER CRG2013 R806.2 � htenb Park Ca.9a025 B a a �' d 3.ALL HABITABLE ROOMS SHALL HAVE AN AGGREGATE GLAZING AREA OF NOT o WEBSITE A-9 � Q d mea-Pm)eds.can � LESS B%OF THE FLOOR AREA.NATURAL VENTILATION SHALL BE PROVIDED 5 p WITH READY ACCESS OR SHALL OTHERWISE BE READILY CONTROLLED � EMAIL 9'-8 W�H• a � . � , ' PER 2013 CRC R 303.'I mdadesign1992@gmail.mm d a d �. 4.GUARDRAIL SHALL HAVE A MIN HEIGHT OF 42"AND SHALL MEET OPENING LIMITATIONS e MOBILE � �Q� Q � . �d - d WHICH ALLOW PASSAGE OF A SPHERE 4"0.PER 2013 CRC SECTION R�12.1.1-312.1.4 FA�'0T�3 a o 20,_3�" _ B,�" i�� Q d � B ACCESS: ` ssasss�soa ' THREE-CAR GARAGE O � N LIGHT WELL FIN:CONCRETE SLAB ' 16 THREAD @11" . a - ' 4 , Q 1.PROVIDE 22X30 ATTIC ACCESS TO FIRST FLOOR � a • ROOF PER SECTION 807 OF 2013 CRC = 17 RISERS @ 7 � � ' ' p� � .. d . � d ' 2.EMERGENCY ESCAPE AND REUSE OPENING SHALL HAVE A SILL HEIGHT OF NOT MORE � -� � � 1O � a. THEN 44"ABOVE THE FLOOR AND PER SECTION 2013 CRC SECTION R-310.1 .p, � DRIVEWAY 3.ALL EMERGENCY ESCAPE SHALL HAVE A MIN.CLEAR OPENING 5.7 SQ.FT WITH A MIN � N EW TWO-STORY 4 � FIN:COMB.CONC/PAVERS OF OPENING HEIGHT 24"AND MIN WIDTH 20".2013 CRC SECTION 310.1,1,2 AND 3 SI N GLE FAM I LY a � � - a s Fi�PRorecTioN: RESIDENCE � o �Q � n r� . �Q' . d o ELEV:436.0' ° ' � � a Q � 10885 MIRAMONTE ROAD `o,� � � � . � ' . � CARBON MONOXIDE ALARMS ARE REQUIRED.ALARMS TO BE INTERCONNECTED.HAVE € CUPERTINO,CA.95014 in Q TO BE PLACED IN EACH BEDROOM AND JUST OUTSIDE THE IMMEDIATE VICINITY OF THE 5 � ' a Q � � . SLEEPING AREA.AND AT THE LEVEL INCLUDING BASEMENTS PER 2013 CRC,SECTION - a R 315 ° � � Q. � ' 4 . �d 1)INTERIOR AND EXTERIOR � "� PROVIDE 1/2"MIN.GYP.BD.FROM Q. � PROVIDE TAMPER RESISTANT OUTLETS IN ALL 125 VOLT,15 AND 20 AMP = N UP FOUNDATION TO ROOF SHEATHING a RECEPTACLES FOR ALL AREAS OF SINGLE FAMILY HOME.SECTION 406.11 AND 210.52 � � (GARAGE MUST BE SEPARATED FROM THE a *� 4 OF 2013 CEC. a � DWELLING AND ITS ATTIC AREA)ON THE a ' . 2)BATHROOM OUTLETS-PROVIDE DEDICATED CIRCUIT FOR BATHROOM OUTLETS GARAGE SIDE AT SEPARATION WALL Q . a A d a SECTION 210.11 oF 2013 CEC. ` HALL 3 AUTOMATIC FIRE SPRINKLER SHALL BE INSTALLED PER 2013 CRC SECTION R313 AND A BETWEEN GARAGE AND RESIDENCE PER a � 0 330 LAURELWOOD LLC A-9 PER SPRINKLER MANUFACTURER'S INSTALLATION INSTRUCTION. A-9 GAME ROOM FIN:TILE 3O '. PROPERTY FIN:TILE CRC SECTION R302.6 AND TABLE R302.6. . � � � 4)ALL 125-VOLTS,SINGLE PHASE,15 TO 20 AMPHERE RECEPTACLES INTALLED IN BATHROOMS, � OWNERS U 6 4 4 � � � p, �. GARAGE,OUTDOORS,CRAWL SPACES,UNFINISHED BASEMENT,KITCHENS SHALL HAVE 9 ELEV:437 a � DOOR TO BE SELF CLOSING AND SELF d a d a . GROUND FAULT INTERRUP7ER PRO7ECTION,20'13 CEC,SEC7ION 21o.e(A) a y LATCHWG AIR BARRIER TO BE TIGHTLY � a � d C GLAZING: � ASSESSOR. � ELEV:437 '�' SEALED PER 2013 CG85 CODE PARCEL NO. .;� 3 .- r r in � ` 4 1.ALL GLASS AND GLAZING SHALL COMPLY WITH THE U.S.SAFETY $� c`�n ti � STANDARDS FOR ARCHITECTURAL GLAZING MATERIALS AND WITH 8� � �d � d� � FEDERAL SPECIFICATIONS.2013 CRC,SECTION R308 / � / �/ N � . � 4 � 2 PER 2013.ISECTION 10.1 1GAT LEAST�O EE SCAPE ROUTE FROM EACH SLEEPING � 356-01-036 Q ' � � ROOM,20"MIN CLEAR WIDTH,24'CLEAR HEIGHT,AND 5.7 SQ.Ff. s i � Q � LAUNDR � � CLEAR OPENING,BOTTOM OF CLEAR OPENING HEIGHT SHALL NOT BE MORE W i O _ MECH.ROOM m iv IN:TILE � . THAN 44"ABOVE THE FLOOR. ;FIN:TILE � ih 8 STA BLE 3.GLAZING IN ANY DOOR OR GLAZING WITHIN 24°OF ANY DOOR AND WITHIN � i � a, � � � � UNIT GUEST OO � a � � 60'OFF FLOORS TO BE TEMPERED GLASS.GLAZING WITHIN � � � J �B' � � BATH � � � � � 18'OFF THE FLOOR AS PER OR AT ENCLOSED WALLS AT STAIRWAYS o CLOSET °D ' SHALL BE TEMPERED GLASS.PER 2013 CRC SECTION R308.4.5 AND SECTION R 308.4.7 W '� i WET BA ' FIN:TILE �p FIN:TILE N � i FIN:TILE � LIVING AREA N a � o FIN:TILE o i ' • o i UP iv 7�" 8'-10�" a� d /, � 'ir, i i%� ❑g REFERTO s i � BATHROOM a � "" i � GENERAL ; i \��� ��-Z�" NOTES O a i `. 17�_��,� a � � ° � REVISIONS BY: ; �'�. d B REVISIONS N0: BY: ;�-� i o _`STO,` � i �i' � . 4 g ' i � ',, i O '� � a' a $ i ,-_` i v m ------ ao . a . � REFER O BATHROOM i GUEST BEDROOM . g � GENE NOTES i FIN:TILE � a '� i a HALF BATH �q � � - � • o F,;��TILE I � r io i 8 a � e � ❑ i 14�_6,� o � a a � i � I N � � _ ISSUED FOR: i a a o i O � � i i' �. 4 S ; ELEV:436.92 " � ;� PATIO � a § % FIN:TILE �� .. i i - i s° � .4 ' � � � . i � Q . 3 " 'j' SITTING AREA ; _ r' a FIN:TILE �' ' � 4 � � � DATE 06-30-15 --------------------- � a � JOB N0.2014-067 � SCALE: AS NOTED 15'-0" � DRAWN BY: MA � $ BASEMENY �t����1�����i� _�d�-�/��_,�� % LOWER - - - - - V�.�,-�� E FLOOR e ���� ,����E��jtl��r-- _ �.w�n � PLAN 36'-1 ' __'��:'�"'�'�"`""u"�-�..°� � �����v�l ����� � � � PROPOSED BASEMENT LOWER FLOOR PLAN i ` � _�'� ��� � � � SHEET NUMBER � ---_��-�-- -=��.�, o g SCALE:1/4"=1'-0" ����°� �'� - A�9 0 2 4 8 a�9 i�€���� �l� - _ e (Case�1anager) � A3.1 � � � � � � � � /J - � ` ` 5 � f �1� g 5�_cft• g�_pt• _ D BATHROOMS: _ y 1.TOILETS TO HAVE A MINIMUM OF CLEAR STALL SPACE OF 30"AND A MINIMUM 5 ' � CLEAR SPACE OF 24°IN FRONT PER 2013 CPC,SECTION 402.5. � MDA DESIGN 2.TOILETS TO HAVE A MAXIMUM FLOW RATE OF 128 GALLONS PER EFFECTNE E FWSH VOLUME AND SHALL COMPLY WlAPPLICABLE STANDARDS REFERENCED s ---------------------- ' O 0 IN TABLE 1401.1,2013 CPF,SECTI N 4 3.1 ADDRESS � j -- -y --'j-'-------------'F-�--`i--`�-`-�-�"�-��`(- 3.ALL SHOWER AND TUBSHOWER COMBINATIONS SHALL BE - 3705 Haven Avenue j __I_� '-� €-_ �. i__�. , �_�i � �_ ! �.t_ PROVIDED WITH INDIVIDUAL CONTROL VALVES OF THE PRESSURE = su�m 134 � ^ � ' { �? � BALANCE OR THE THERMOSTATIC MIXING VALVE TYPE.2013 CPC,SECTION 408.3 � Menlo Park,Ca 97075 _ f � � " I � -;_.� .....__.... � i____. ...� � .�.._.�... .. j � i I ' � � � ! � � I I i 4 4.DOORS AND PANELS OF SHOWER ENCLOSURE SHALL BE FULLY TEMPERED, o WEBSITE i . I�'�' - �1��� ��Y ! ������' i-�' I�� '^ LAMINATED SAFETY GLASS OR APPROVED PLASTIC.2013 CRC,SECTION R308. ^���i���O"" � �_h t___. I ! �_.I.� - i_. i_ - 5.GLAZING IN BATHTUB ADJACENT WALL OPENINGS ; EMAIL � � � � � ' � i °p WIIN 60"ABOVE A STANDING SURFACE AND DRAIN � mtladesign7992@�nalLam � � ROOF SLOPE ; �-j i-�-� BALCONY '-i-��- I --i o � .- INLET SHALL BE FULLY TEMPERED,LAMINATED A 9 i 4:12 � ��-- :-�� ---- FIN-T.ILE -�-- --- # i--l�- SAFETY GLASS OR APPROVED PLASTIC.2013 CRC SECTIONS R308 � Fe�s1342�3 I �_7 � i, _ i � ; I I � 4+; 6.SHOWER AND TUB/SHOWER WALLS SHALL BE FINISHED WITH A < � j ¢�i � � i �T j � `` I E � � ��� NONABSORBENT SURFACE OVER.SUCH WALL SURFACES SHALL EXTEND TO A HT. � ����� � � j . ' -i � .-� ;-r -� � OF NOT LESS THEN 6'ABOVE THE FLOOR.2013 CRC SECTION R307.2 = � � .� �__� � -t- 7.DOORS SW WG AND SHELVES IN FRONT OF THE TOILETS OF MASTER. � O O O O t�� t � �F � 1 ' PROVIDE 24"CLEAR SPACE IN FRONT OF TOILET.PER 407.5 OF 2013 CPC 12 1 14 15 16 � i � � i � i �_._�_t_._l....,.._1..._..' , , � , � � t 8.BATHROOMS WITH NO WINDOWS SHALL BE VENTED MECHANICALLY AND _ � �:,----j � �� O 18 ,.�___ . �.„_i. SHALL MEET THE MIN.VENTILATION RATE SHALL BE 50 CUBIC FEET PER MINUTE. ' �1 ; � i�• 14'-6" � � ,_��_.._�___? 9.SHOWER HEADS SHALL HAVE A MAXIMUM FLOW RATE OF 2.0 GALLONS PER MIN. ° NEW TWO STORY N' "_'��_��__ ' ` ! ; i MEASURED AT 80 PSI AND MUST COMPLY W/DIV.4.3 OF THE CGBS CODE � S I N GLE FAM I LY -------------- D.W. SINK i a --------'- $ RESIDENCE KITCHEN ^ I n / �`\ 19���'�����I'�����'� �r� 1 CONTROL VALVES AND SHOWERHEADS SHALL BE LOCATED ON THE SIDEWALL ° i ^ ^� i � �'' `` � � '-.!�. O DOESNOTDISCHARGED ECTOLYATT�HEENT/RANCE ONTFIEDCOM ARTMENTANDTHE�D � 10885 MIRAMONTE ROAD ,..._.1. �i � � -i `� CUPERTINO,CA.95014 i � FIN:TILE � i �� i � � I BATHER CAN ADJUST THE VALVES PRIOR TO STEPPING INTO THE SHOWER SPRAY E i � RAfVGE � � ____a__�.--7. 3 `---- ---------------------------- ,Q� i � i , CPC408.9 _..._� i ;--------------------------� TOP � � �� _�__.�_�_._.�__�._ 11.SHOWER COMPARTMENTS,REGARDLESS OF SHAPE,SHALL HAVE A MINIMUM b i j ;� i � O t � ? FINISHED INTERIOR OF 1024 SQUARE INCHES AND SHALL ALSO BE CAPABLE , i I 'Q Q D WN � j 'Q ---�-------�-- _ OF ENCOMPASSING A 30 INCH CIRCLE.(2013 CPC,SECTION 408.6) � � , ISLAND �i � DINING ROOM j � ; __ I � � E PERFORMANCE: $ i o � 22X30 i j � � -� '� � I A��C��--`i i i o �` FIN:WOOD � 'i_y;_��__:__� 1.ALL HARDWOOD FLOOR TO 8E INSTALLED IN ACCORDANCE WITH THE LATEST a � �D I l �� � � ; i i ; ' .`y NOFMA SPECIFICATIONS AND RECOMMENDATIONS. o i FAMILY ROOM L_________-_ ________ ACCES6 , � , L n „ i i ,��i i i � �� % �� � �-�-- -� 2,qLL TILE WORK TO BE INSTALLED IN ACCORDANCE WITH THE CURRENT TILE i � FIN:WOOD ' i i ^ 330 LLC �-- _ I��'___J I I �� i � � ' I i I p7 A _ � � ! 1 , � CONTROL OF AMERICA SPECIFICATIONS AND RECOMMENDATIONS. � LAURELWOOD N _.... � ------ ���_____.-' 20 � ���f�����������s p` � 3.ALL PLUMBING WORK SHALL COMPLY WITH THE UNIFORM CODE,SAFETY PROPERTY i A-9 d' v i �� { � A-9 ORDERS OF THE STATE OF CALIFORNIA AND ALL LOCAL CODES AND ORDINANCES. E OWNERS I N N � '� � � � IONAL ELECTRIC CODE AND 8�_87n ^ I1_'.; , . i WET BAR 4.ALL ELECTRICAL WORK SHALL CONFORM TO THE NAT � _____� 20'-10" s 4'-0" 2�-0" � -�--�----#----I-- ALLOTHERAPPLICABLECODESANDREQUIREMENTS. • � FIN:WOOD °❑ � .�� i_� !_j 5.ALL HVAC WORK SHALL BE IN CONFORMANCE WITH THE APPLICABLE CODES,THE ^ � � '-0 12'-6" -0'�_-� , �� , UNIFORM MECHANICAL CODE AND THE RECOMMENDED CODES AND ORDINANCES. fi � `� - ------------------------- ��-�-'""��"-�"�'""'I'"""i�" F TOXICMATERIALSREMOVAL: ; ASSESSOR. ; woo� TILE � ' ' " PARCEL N0. iDBL � -------------------------- _;._....� i }.....:_ 9 � REF OVEN ' 7 c�# 1.ALL HANDLING AND REMOVAL OF TOXIC MATERIALS TO BE DONE BY � � � 23`.q�� �.j�.�_r_.,_�_..._;__..�. A CERTIFIED TOXIC WASTE CONTRACTOR.CERTIFICATION TO BE DONE ; i o 21 i � , ! BY THE STATE OF CA.AND REGISTERED WITH THE LOCAL BLDG.OFFIqAL. � i �� ---`--�-�-` E � � II I N ❑ M I I - 356-01-036 r______ _________ _ , --{• ��--�f � � G PLUMBINGFIXTUREANDFITTINGS; � i ---------------------- � �r �.� ! _ } __,'r,.� 4rv.:. -' 1.PLUMBING FIXTURES AND FITTINGS SHALL MEET a � REFER TO BATHROOM TILE i i �; ' I ��i I�� � THE STANDARDS IN TABLE 4.3032 OF 2013 CGBS CODE. � i GAS FIREPLACE GENERAL NOTES i � --I�-'�-��-'-�"-- --;--'�� i �n„ PANTRY i i 1 `: ; � � � • • 2.AUTOMATIC IRRIGATION SYSTEM CONTROLLERS FOR � i _ ¢ �; FIN:TILE � � �- i d -�--j LANDSCAPING PROVIDED BY BUILDER AND INSTALLED AT THE TIME OF � i � �8 � � ��"8z" j i - O : I,,.._., � ...j .'. .;.- INSPECTION SHALL COMPLY WITH CGBS SECTION 4.304. i ❑ W i Q1 L I V I N G R O O M i � _ 3.PROVIDE A MINIMUM 1'WATER METER ° - - .-._,_. ... �_.._� ......_ � � 15 i � FIN:WOOD i � ` i ' �I ( i 4.SB407(2009)RE�UIRES NON-COMPLIANT PLUMBING FIXTURES � I � � _.�m .......i.. �_� �.... TO BE REPLACED BY WATER-CONSERVING FIXTURES � � EQUIPMENT RM pOWDER 16 � 3'-4" i 16'-7;" � 3'-Z' y � BALCONY: � f � 5.PROVIDE A BACKFLOW PREVENTION DEVICE/DOUBLE CHECK � �I � r��-+� VALVE ASSEMBLY-A SCHEMATIC OF WATER LATERAL LINE � i � FIN:WOOD FIN:TILE "� i ' ! �SL'OPE.; ; � i ` � � WOOD UP i i �_. ' ��4,�� _�( � AFfER METER WILL BE SHOWN ON BUILDING PLANS PRIOR E SPLIT � �_________________________________________� O .4.. { ..r_ � . ! ,. ... BEOTVEENDOMESTICANDFIREPROTECTIONHLINESICEAFfERTH 5 i 5-� 22 T � ( ; ' H BUILDING MAINTENANCE AND OPERATION: 9 ° � . ]__, .....I w. ' � .__ i � v I�_I � � � �. � { � AT THE TIME OF FINAL INSPECTION,A MANUAL,COMPACT DISC,M WEB y REVI SI ONS BY: ' .� ; i �����" i � �t' BASED REFERENCE OR OTHER MEDIA ACCEPTABLE TO THE ENFORCING i � 25 24 23 � �_i j L AGENCY SHALL BE PLACED IN THE BUILDMG PER 2013 CGBS SECTION 4.410,1 � REVI SI ON S N0: B Y: � 16 THREAD @11" O M O O �- i - _i o 14 � -- - N0.1,2,7,8. '`� � � CLOSET COAT _ 17 RISERS @ 7" � � i I i $ i O FIN:WOOD CLOSET °' . I € j j i I FIREPLACES: ; � Q FIN:WOOD `O R��-6" "'-�"'"`"'""`-- I-- � � ANY INSTALLED GAS FIREPLACE SHALL BE A DIRECT VENT SEALED- b _. i � _ � ELEV:447 � { i i COMBUSTION TYPE AND SHALL COMPLY WITH U.S.EPA PHASE II EMISSION � i � STUDY I ; � i i i LIMITS WHERE APPLICABLE,PER 2013 CGBS,SECTION 4.503.1(IF APPLICABLE). � � O� a' BATH 13 t__ ..�__._.�_.._._.___� _ i 4 i y � LL DOWN � ( ! f ; i a � � � o i Q i � FOYER I i i � J POLLUTANT CONTROL: � i 5'-1Z 3�_7�� FIN:WOOD I � i i '' i W HALL-1 � �--�----�--;---- � t � i DUCT OPENINGS AND MECHANICAL EQUIPMENT SHALL BE COVERED AND E � o �H - . . --�-._.j-- � i J ❑ HALL-2 b � FIN:WOOD � . � � ROOF SLOPE � � _� `t � i � I PROTECTED DURING CONSTRUCTION PER 2013 CGBS SECTION 4.504.1 AND 5 i 12 FIN:WOOD � � \ , � ' � i 4��2 j 4.5042 ADHESIVES,SEALANTS AND CAULKING MATERIAL SHALL MEET THE 8 . i �, OS / j----�`7'-"'-�"'-'--i"'-- j j REQUIREMENTS PER 2013 CGBS,SECTION 4.504.2.1. � `------- ' I � l -------------- ----------------------- K COMPOSITE WOOD PRODUCTS: _ ' ❑ - / ' - ISSUED FOR: � ------- �� i . i i � �/ ' PAINTS AND COATINGS SHALL COMPLY WITH VOC LIMITS IN TABLE-1 OF THE 5 � REFER TO BATHROOM -'-'-- �'- i -- - i ---"" ARB ARCHRECTURAL SUGGESTED CONTROL MEASURE AS SHOWN ON � i GENERAL NOTES � � � I � HARDWOOD PLYWOOD,PARTICLE BOARD AND MEDIUM DENSITY FIBER BD. � i , � TABLE 4.504.3 PER 2013 CGBS,SECTION 4.50422 AND VERIFICATION OF �i i I ; � � � COMPOSITE WOOD PRODUCTS USED ON THE INTERIOR OR EXTERIOR OF � I � � ��T � � � �� T�E BUILD NG SHALL MEET�THIE REQU REM NTS FOR FO � � I RMALDEHYDEAS ' i i I I I. � � i i O6 �_ELEV�446.42 ' I ; SPECIFIED IN ARB'S AIR TOXIC CONTROL MEASURE AS SHOWN IN i � i - '----- � --� �pA( -- TABLE 4.504.5 PER 2013 CGBS SECTION 4.564.5 AND VERIFICATION OF � i � � i FRONT TERRACE j �` COMPLIANCE SHALL BE DOCUMENTED PER SECTION 4.504.5.1. a ' i - i FIN:TILE � � i � i i v STUDY j � j I� -r L INTERIOR AIR QUALITY AND EXHAUST: w i i FIN:WOOD i I 8 � i i ( MECHANICAL EXHAUST FANS FROM BATHROOMS SHALL BE ENERGYSTAR ^ � DATE 06-30-15 � � � b' COMPLIANTAND BE DUCTED TO TERMINATE OUTSIDE THE BUILDING PER $ JOB N 0.2014-067 i i i 2013 CGBS,SECTION 4.506.1 HEATING AND AIR CONDITIONING SYSTEM � i j j DESIGN.SELECTIONOFHEATINGANDAIRCONDITIONINGEQUIPMENT a SCALE: AS NOTED i `---- ------------------J SHALL USE APPLICABLE METHOD PER 2013 CGBS,SECTION 4.507.2. ° DRAWN BY: M A O 5 i 15'-7�" 10 $ ; � MAI N �--------, 0 ; ; I ,1 � �------------ � �------------ - --1-J �� � a` ,,..��„ 8�� ,,�1,. ��a���$���I�� ��/�� @��, s FLOOR - ,�._ ,�._, z4�_, ������ �. li���aon � P�.�►N �� ���.�-� s � � g _ ,(La'�������I ���� � � �'���' � SHEET NUMBER I' � a � _ � A-9 �a � - PROPOSED MAIN LEVEL FLOOR PLAN '�������,������ _ _ 9 a � _� � �, � A3.2 _ SCALE:1/4�=,�-o� (Case tilanager) R 0 2 4 g � .- � � x $ i 6 ` ... �a,-e° � � , . _ iz�-e'^ : `u� 6,_��. 8'-7�° z��1^ - - 8_g-^ _ a �.: s ` $ MDA D SIGN � g ADDRESS . 37Q5 Haveri Avenue _____________________ � Sui�734 I I g MeNo Park Ce.34025 WEBSITE � � � �� � mda�mletls.com $ EMAIL i i o I I I mdadeslgM992�gma�.mm i i � MOBILE I 650.353-0273 1 1 5 FAX I I I � 650.9957600 a i � I _________�__________ o I I ' I I � ____'_______ __'___'______________ ________'_'_____'_'___ ________—___________________ '___ ____�_________'_'___________'_______—_____ , � NEW TWO—STORY ; s SINGLE FAMILY _ �, B � � RESIDENCE � A'9 i 10885 MIRAMONTE ROAD iE CUPERTINO,CA. 95014 ,,. . _. �Z � 36 37 � s i o 0 18'-0„ � i � i e 3'-0" 3B 39 40 -lJ- i � , _� m � � � PATIO � � _ '� 41 � � rnr------------------------------ i m � i i I o � i i BEDROOM#1 � 330 LAURELWOOD LLC �� PROPERTY � � � A B OWNERS q � i i BATH#1 FIN:WOOD i A-9 N i i IN:TILE i A-9 - � � � � - � 5 ASSESSOR. 13'-9" i MASTERBEDROOM � � ^ i a PARCEL N0. i FIN:WOOD i �� i ' = MASTER CLOSET 1 �, � - q FIN:WOOD � � `° i i i E 356-01-036 � � 33 � E ��_2�. ��_5. 5� � i � � W I 31 i i , i i � � 35 = � 8 _ `-----------------------------� ,� i -�n � - . i � 32 Q I'I i < N CLOSET � � . � �� i m ` 35 `"'30 6'-6" in 5'-9" 9'-4" 27 J I! FIN:WOOD 42 � � � o e w '------------- � N I �^ $H�. 5'' 8'',�2^ t � I F I 29 28 NOTE: zs � : "� VENTDRYER HALL i $ in � m m THRU ROOF. �qUND FIN:WOOD`o � � _ � FIN:TILE � _ � � MASTER BATH MASTER D W �—___� � CLOSET2 i ', i 43 ' ' i IN:TILE _ __ _-�___ i �`,� � i $ FIN:WOOD n '\ � 4���__J �—__' _ �� r� � 'a _, �� ������ ,q V � � o REVISIONS BY: N � 22X30 ' , r ° o � � a,rric ;' ��� � _, ; a REVISIONS N0: BY: ACCESS i �� ------------- � � � JACUZZI - ------- --------- ---- -- ---- ------ - - TUB �' TUB/ 25 � i, I � � i � SHO. 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S 14-0 AVERAGE NATURAL GRADE 351 i ,z�.,..;7 ' „ ,; f � ; - I ��,.,i'r�� ..�. _�.:.� � , ,;- : , , .,- . :. ....:._ .:;. ° — �.�, ,�..: .. _W �,x� ,:: � ... ..� <,..:,�: :. ....:: b � --- s i `�� �11-4° TOP OF ROOF ; � - - - - � , , { � 9'-9" AAAIN LEVEL 447.0' � �Y=`��``�i�;�``�'-'` i i �.;i:�i,':.x�r }��k��,---;y^ra'•>i,'.��-. 8'-9" TOP OF PLATE � �;;�.r,_ ,-i4:;.:y:.;r-?4 xxtiu:`t��;-•#�--�a�s:� � b REVISIONS BY: ..- 1 � � ,� � REVISIONS N0: BY: i ,.::_ >� . � $r �"�• $ 8/20 2015 PK � u_ �t s �.., x :� � �� r�r,''rrr��r'r'r fr'r t rr f .t rr .J'';���,r tp/r r f' r r r r.F',d� �,�rr f,.r,r.. � [ ." w-:s � �� `}'",..,;s.,.,�� � ,.J'} � �,« rl' �.t '`�'`f� r r,+rt?,r tr 2''j`�rr rffr._ {r ..:.,,�t l��,r,,f t.` . � � � i . k� t'�n nY „�. ,�`r,f,�`',r'-� �;,, r rrrxf ,•'�� r%r,'�r'',�.�,; �rr .. ,..- ... _ .,..�, ;�'; �r.� . :.. , . .. . �:fi>si: � x ,..�.r � � L�J L�! 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SCALE: AS NOTED � 1X4 PINE NAILED TO RAF�ERS CBC SECTION 1026. 6 g� ROOF VENTILATION: � WINDOWS AT FOYER: � DRAWN BY: MA PROVIDE ROOF/ATTIC VENT 1;150 SQ.Ff.OR ALL WINDOWS SHALL BE ALUMINUM CLAD WOOD BY MARVIN OR 51M. ROOF AREA AT EAVE AREA(OR 1:3�D SQ.F.T INSEf INSTALLATION AND NO EXTERIOR FRAME � �p'j j �• '` d �j �� AT TOP AND BOTTOM OF ROOF ARF1�). E❑ GUTfER: � EXTERIOR DOORS: � ���y�����*������� �_�/✓ ;�__L.as . •.•. 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B F � K O D E A G L I G� EXTERIOR WALL:STUCCO g � '�'y'y'`�':ftt��, _r=rr`"tr-<t' _,..r:.:.:.�:r_Lrir:r:�ii's�-r% 3 COATS,718-INCH MIN.THICK STUCCO APPLICATION OVER ISSUED FOR: TOP OF ROOF 35'-11 1/2' TYVEK BUILOING PAPER(2 LAYERS OF GRADE"D" s "'�'""`''��• TOP OF ROOF 3q�.e 1@' BUILDItJG PAPER)OVER METAL LATHING,AND PLYWOOD � ':r?;ti;;";.,fti;;'��`;;;;�_;�u ^ - EXTERIOR SHEATHING OVER 2X @16"O.C.STUDS WITH � „�P.��,'u.�r��' i�' xy � �s £4� �i ti� y � �,��,� �'f�Ax'rr + THERMAL INSULATIDN(R-13 OR R-19� � r`a�-�rw h.��r'�'�5� { x-�'� � } ti 7,''��ti,4"��'r r i ' `'`'`�`"`' �`� ��''�fF. • PROVIDE Mltd.26 GA.GALVANIZED EEP SCREED AT LEAST 4"ABOVE � �+"ti',y'7 7r..�,�'�� " 1�r� rr4.j -� yl -,e� �,,., t I� �4 r:r e��?F.,,. � r. ��''��f'r!`�j'r"£i. �1 �,�, � r.,y,��Y,��,�}' r }, h 1 3,;yti {�ti n ti i ti �c i ,�^ �.� ry� t�� TOP OF PLATE 31'-e' GRADE OR 2'ABOVE CONCRETE OR PAVING.CBC 2512.1.2 �S t'. .1 4 � � icI 4 x+•C-' �t .,*�'�'4 E°i';it7'�-N�� :?F\�'2 �i 1�. _, ''.`�i'} ry, ��,%-r�'i ti .ti "+'. �-,� . r,:.�,rs�r`��� . = 6 '�'1�. .����ft"t1`��f.f, �� ��f i 7�r T�' � {t � ��t f h =�'ir� �.•^ f �F •?:��r:;'.�"!''�=� r. ,_ :r. V R � '�-.� ,�.•u Y -�;.;- ' '� ' �d- R, 'i � ��.,s!1 + i r t � y � .f`c „i,�(ti�".f�. + ..,r.�t.,; H❑ STONE VENEER:STYLE AND COLOR TBD. g� ' s r�'P • �r.. . ��� , }�- R� .( rf. .r,t ���f�y�.�..�.������o,y;..�,:��.r .`i�,..yf�4�,`�4 p^� �,�_ ,�¢�, �."�r.a�t.,y .,�.4.("ei.,.�i.ti�,�.;.s�v�.i..�i.,i:iari ,,7��;�t��y � 'f�.r�i..�t.��w,.,�7t.t i��r t�j� t.��:? b SECOND FLDOR TOP OF PLATE r 28'-9' O � v rni�•-•rr »�r � WINDOWS �-..:<r«rf-•.-:.. - •- � ALL WINDOWS SHALL BE ALUMINUM CLAD WOOD BY MARVItd OR SIM. � . � - � FRAME COLOR:WHITE WITH TRUE 51MULATED DMDED LIGHT 6 DATE 06-3�-15 � � `<<�' '' EGRESS WINDOW SHALL HAVE THE BOTTOM OF THE CLEAR s ;� I r ,;,,.h; :=; — ,, � ; ,; � ,; �;. OPENING NOT MORE THAN 44"ABOVE THE FLOOR. � �,ti 6 ^ � ��,���;i.i����;, 4�''�� ' , : _ � i � , � _�...., ::�,�; • ; .,_ „,.., I ,,>s_ CBC SECTION 1026. SCALE: AS NOTED , ,�,�,.�� ,.,; , WINDOWS AT FOYER: � DRAWN BY: MA ! • - :^n�? � � - ' � ALL WINDOWS SHALL BE ALUMINUM CLAD WOOD BY MARVIN OR SIM. _ ;�� I I � INSET INSTALI1aTION AND NO EXTERIOR FRAME , � LEFT � EXTERIOR DOORS: SECOND FLOOR LEVEL 19'-s' ALL SLIDING DOORS SHALL BE ALUMINUM CLAD WOOD BY MARVIN � �L�V/'1TION 19� � OR SIM.FRAME COLOR:WHITE WITH TRUE SIMULATED DIVIDED LIGHT L� WINDOW/DOORTRIM: � f�EAR PROPOSED REAR ELEVATION KILN DRIED WOOD TRIM � g �L�VATION _, , SCALE:1/4'=1'-0' M GARAGE DOOR: � SHEET NUMBER 0 2 4 8 ❑ WOOD ROLL UP DOOR � _ —� CRAWL SPACE VENT: A/�.Q 0 SIZE:8X14 � ���7 -- O WROUGIiT IRON RAII.ING: �{ — � COLUMNS: � r�rl."'!r -rq1;-r'Jjf.' PERMACAST FIBERGLASS COLUMNS BY HG$B OR EQUAL. � rf'�^f�fr����-���^'''='r'l � � � ��} �'�� �� / � , � :•i`r��`�'#'�:;� �d �d d " S tlr S j Y f �lfiE:�2.•. 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SCALE' AS NOTED � � t ''h'�%1 � �,r� � "r�.,� �L 1`�• `p" o o .`�"•�;�•�"�;��' + ?' � � ��`` /,� '� J '`�"`��"''"t`c- �-- ^,�.� ,.,1 ;.x� + �},��,���� , +°S�`. . ,, .j � �_;�;;r�`'"^�i �� � DESIGNATEDPRNACYSCREENINGAREA � DRAWN BY• MA ��,� ,: ��'. �.'�,. ,.._...,� 'r�'' 7v i ,j.._�,,4��.'"M, 1�� '% .i1 • � .-}:-S' :r,• �,,'``•�. � • DESIGNATEDPRIVACY „, I":rr�'�`^,, ` __ = ~--� �° PROPERTYLINE � �~� � �_`7--��•' ;�".;i . . .�;a�. ,. / �..�"` SCREENING AREA FOR PATIO �;; � .� __ . � 1 l f- Dt-:,a�r.acsse:�an(te and ..?i,--� e^:�.!o ou��ws�s.�ur,eo :2' . 1 � Lr�)ds�'il 11�>c: � ' 1 rd dCC�!i^itl st�:i gfe6:t, . �'rsaer.F�lanSnc. � L-Ri�;:k'�4r��: �M.,�... .,�.,y:... _ .:�::n `_1% -` � •� �,, •, c.,:.��-..r.�. Ate�rreas,•-------------- 7 r .. a' .a-;� ,. ��`�� � PRIVACY ..,cb F.or�.l.ly P�a�. � .�,.�i"ixs+::,tS � S=a P,att�,C1.:!a+.'u S��p,:L Sref+tar,tirr,�i'Wn t� Rus��s.re;ir�i%:,-an:::��i:.r PLANTI N EXISTING OAK TREES FOR SCREEN to E�aeia rssn�e try C i�i1 � SCREEN PLANTING ON ENTIRE LENGTH OF DESIGNATED PRIVACY SCREENING ARFJ1 `�`�zaCi�'�`T";:`�:--f �`��;�='�; P�N PLANTING RIGHT FRDNT PROPERTY LINE LAURUS 5�k:YLu;tir.�Nir.;t DESIGNATED PRNACY SCREENING AREA TREES.SEE LANDSCAPE PLAN FOR INFO ��' ' g �A� ��ca�o�� ��,��--�i_-�._--. �-_-�. � V ��� n �����I�� � A� J SHEET NUMBER !�� f��� - --.---- - 8 r � �������v�:l �a�� o--� ��/ � AS.� _ , � � . �a�p6�d�,ti��,��� � _ � -�r,� � � - C�se Mana, r �- � � � '�' `��� ( � �e) � 1 J j� `, ���������a���� �°��1�-,��/��, a _ � R A. LOT COVERAGE ALLOWED PROPOSED ���� ����������� ---� ���� � �j�+ � m 0 45% OF LOT AREA = 8593.6 SQ.Ff. 21.75 % OF LOT AREA = 4156.71 SQ.FT. ��;G�����`�� ���� � ����� - �noni HEIGHT naEn LOT AREA AF�fER DEDICATION: � � � LOTCOVERAGE � 19,096.86 SQUARE FEET � MDA DESIGN n e�� - ;o• 9�� - ;s� �s _ INCLUDES Projections, roof overhangs, ������r��� _ � �: E ADDRESS e 2e�; - �o• ,a� - io• �z m 50% OF LOT AREA - 9,548 SQ.Fi. patios, and porche -- � c e�! - �s• sz�; - Is" 288.5625 23.58 � OF LOT AREA = 346.58 SQ.F7. �C�SC I4��l1��,8[� s�',�,�`�"^�"� D d2'; - �4' 42'� - j2° �T85.056 g MeNoPeACCe.84025 E 29'� - �10' 70'i ' }9" 320.7083 � WEBSITE mEay�ojecb.com F 23'! - j10' 32'1 - �11" 784.5138 - - 5 EMAIL G 5'� - �8' 20'; ;0' 110 � mdadesigM992�gma�.can H 9'; - �5• 13'; - RO' 1224187 g MOBILE I 17'j - j11' B'; - �8" 1552778 � ��0�a J 9'; - 13' 8'; - i7" 79.39583 � 0:17.D2SF _ . s FAX 5 eso-�ss�soo K 9'� - �3' 9'; - �3' 4278125 � ___� I _._.[__�__I.__�.�...__� ' ' _._._......__ _._._.._.�_!__ I ITOTAL 4156.71 � � i � �WIQTIi HEIG!-!T AREA P:1 .2 SF � a LOTCOVERAGE € � � a�i - i�• s'; - fa• eass " E:319.96SFi o NEW TWO-STORY M io�� - jo• i�� - ��" 15.83333 /� r^\ � � SINGLE FAMILY N 11'j - �7' 1'; - �7" 18.34028 �J �/ � O 10'; - 19' 1'; - �7" 17.02083 ' V V ; � RESIDENCE P to'i - I»' �'I - i�° iz2ea7z ° � 10885 MIRAMONTE ROAD W '�'i - ie' �'i - (7^ sa.eaeas R 7'; - j1' t'; - {7" 12.W694 E CUPERTINO,CA.95014 � -----------�-- --------- � s as'� - Is' �'; - I�• �2oa�s� ; € T 77'i - E8• 2'I - js• 44.16667 P:89.55 SF � � u ��i - !a' 1'? - (7" 11.811N � , � � :' � � S__-----. .�__.___� __..� _ . � .__��.._...__�.'.__..__ . �..__.�..-�___.Y._..�TOTAL I'345.5844:: ---- ---`--- --- - - -- B:393.10 SF C 85.96 SF 330 LAURELWOOD LLC - � PROPERTY '' OWNERS 36 37 8 G:1 9.6 $ ASSESSOR. I 38 39 ao Q " PARCEL N0. A:78.29 SF �� � � PATIO a r------------ -----------------� -' E � ; � 356-01-036 11 � � BEDR M#1 41 F:784.57 5 W i i BATH#1 FIN:W D i i IN:TILE R:12.00SF i i � i i 34 5 4 g i MASTER BEDROOM i � o � FIN:WOOD � 42 � MASTER CLOSET 1 i i � � FIN:WOOD i i t ,� i D:1785.04 SF i � i i 33 i 31 i i � � � �I 35 9 L_______________________________J 3z �i REVISIONS BY: ., a ' 9 REVISIONS N0: BY: CLOSET 30 27 � li FIN_WOO 42 � �------ O Q � Q 8/20/2015 PK w � SHO. 29 - H 12. 5 m z8 NOTE: z � VENT DRYER HALL O THRU ROOF. �qUND FIN:WOOD s MASTER BATH MASTER D W _ FIN:TI FIN:TILE CLOSET 2 __ _ ____ ; N:WOOD - - - __---- � � 5 � a �� � ISSUED FOR: : `���, JACU711 � � / � � S:72. SF TUB TUB! i I 9 SHO. B H� 25 �� � 24 IN:TILE ' OPEN TO BELO ' 23 � � , a � 5 DOWN � b �` I:155.27 SF 3 , 10 HALL ELEV:457. \�• S E:5:12 N:1 34 SF � FIN: OD � M:1 .83 S �\ 1:130.90SF � DATE 06-30-15 �` ' $ JOB N0.2014-067 �� as � a SCALE: AS NOTED �s g ----_�; 'r---===--- O DRAWN BY: MA 47 K: 5.56 SF o WALK-I N!I I!WALK-I N _ L CLOSET'i iICLOSET � LOT � 26 � L:83.39 SF 21 � �� 20 J:79.39 SF o BEDROOM#2 �I I� B OOM#3 E �VE�G i i! 6 CALCS i il, t � - =-I- '�- -- � 5 30 � 29 SHEET NUMBER .. � 27 � a 13 Z � A5.2 � B LCON " ^ � � � T:44.16 SF 2-T:44.16 S s fr � � ��_��� � _,_\ � 1 � �g r �K ��'��r .r..y'�t. � , �� � �� -----------` 6 »' , �. "•'�= �t�f.t t F 1� 4 I" - - - � r�: �r . �I' � �, ^ Yr r '. • .. `• �i.;: s{�"r.ti; � r:::�.�ri . rr.'',..{?r �:-"-;?i: ' :. � .�r, n .'::,f�+`�i;:r:�'?��:�;{ ".� � '�=•sr::�:.r:.t��.s:�, B:291.21 v,{'>,�?;snt r�r�'%_•/ "-`e.:.f,a, r� 5 �C'�::'�::i:�%r,+✓ � � E MDA DESIGN _ - B 10NTMEt i ar��� B;803.78 � ADDRESS __�•� � 3T06HmmAvmio ' i�J ` � S�134 ° � 1 y A4tmb Park Ce.6t028 A:827.81 SF � i � WEBS�TE y 11 \ �� � mde9�oF�.� � i i �� % � EMAIL --' � �ae�a�esz�a�„ ���w��� MOBILE IpIRJpAT AROW6YYlSii' ���� YdRhC .^a OERfPw9ATFaFl 11E c. ..:,w�irs nr,c wu7 n� `w`r�m�usuor�:::vcn � � FAX �LECTRIF.IZ.EN:JTIEIEf1�t].t. s OW�1tTOBFfl'tLFCLQ9N:.hY�EEtP - ___--_- - 4 656u95�T&QO C U'fCHUti ASiG�IIH'FATJf'_'9KiMtY 6:.4EOrY�i:h1.�CCD3CCNE i--_---- ---_-__i '¢ I _��___ I SyI r.�•.t�tt jr.j��tj't�e'Y'�'.'�'�:�?Y% � � � PI h`:�rt,.'��t�lY f tFa.S:.'.r,e��:t ` ❑ _ I � � ; NEW TWO-STORY � � SINGLE FAMILY �'T� , � %�� �� �---------------------- � RESIDENCE � � C:432.21 SF ----�----�----'-''-------- r \ t ������f �;' � `� � 10885 MIRAMONTE ROAD // '•. �1�-�: - e�j i i � CUPERIINO,CA.95014 . //�`-'�.�,/, � j ! � ���--�-��-��; ���� � a 4 ,� ; � ❑ i�---.-_�" � �. >> , tr-•-_�_rf D:130.8 F � :l ' ' . �_�, _ , � . � - ___ --- . -------------------� _ � r- --------� � 330 LAURELWOOD LLC � i g PROPERTY i : i � OWNERS � i i : LOWER LEVEL: 1482.13 SF � _�� J MAIN LEVEL OVER LOWER LEVEL:822.77 SF g ASSESSOR. A 627.81 A 19.01 PARCEL N0. B 291.21 B 803.76 � C 432.21 D 130.90 RATIO OF MAIN LEVEL OVER LOWER LEVEL:55% � 356-01-036 � � � � $ � E . i 3 � ------- � � -- .. ----------- i�---------� i Q � � � I y, 1 � � - � � � a REVISIONS BY: � � ¢ � � � REVISIONS N0: BY: " � ___+Y_ � �j,j 8 20 2015 PK - --� � _ _ �------------u---------------------------- --- --- ----------------- � ' � E } I - - - � i� `�`� � d � � � / \ � _-i ' I yE " i� ' i .. . yy O e f A:1164.47 SF i i i � r�rxi I dS � � : r � ii �` r--------------� i �, r ii � � O� -31 54 S ec Fooiai i � � _�.:�.:.:.:a�?�r.`{f`.Et.r / ; � ``� � � A:7D7.06 SF , N , Fx�w � 15SUED FOR• - i i ns i � � � o b B:287 4 SF -------------- i u�,�o�u�x,i i E:2 1. �} 4 i � ___.____________ u+sreGnoe�:ia i i `r'J � � f:leY%OCC � � t � � � � r----------------------� � � ' i � � � � -----� � � � g 1 I ' L_____ I I � � I 1 • °° ?' f� �wu�� Q 4 1 I 1 I I 1 up. a, ' ., s... - /�•- I I � .' "'�, � 'V I • x.'{.�r.'tz;,�:i{";'�r r{i.-y�:» i � tvror�rot wu. � ._......r'.;s'f•-` r ""'... ss."'... �.. � � I ' *wwraor. . . rw: O � __....._ .-r.<.-rl.£rif.:�3�.:_x�.r _._._...r.•:� r•-::- ., "'".»^..'«�' � I I v.qlri'i¢�M u4 Tere D �'+ � F � ; �________'_____________� � � � - ,\ a� � � DATE 06-30-15 ,.:r--- °' � ; � '-^`� , / JOB N0.2014-067 , " .�„� ' '-'-'''- '---' '-'-'- € SCALE: AS NOTED � �' _ �` ' '� �° i �,�+R 0 � i � � � � `"'� p °�"'°�°^' ; ; 6 DRAWN BY• MA � ' � �o:e, s ' � G� `� �J � �,�n o:a ,o sF O � a a � � � 1 � I � � i � w � � t��:.v i �,�: � a _ - ___ , � � b � � FLOOR . ------------------- ----------------- J � � w�-, � �� o ., •s � A1tEA � �c:zs3 s " , �.ti � y■� - ��������� �d���/���/ _ '� i i vmaa�.w _ � �■�O 9 l �!�� �_ --�-� - � � � �,�=�_-�� --�- _-' __..�� i i , ,� � . a y ��� p ����_��� i_�________i C:253.31 SF 0 � SHEET NUMBER �t��� 1. !`E 6 �m.-�..�-�- u�� " n e. _�����s "-" PARTIAL MAIN LEVEL:1,786.02 SF PARTIAL SECOND LEVEL:1,589.42 SF � " A:707.06 SF � �1� t" �j " A:1164.47SF "�e��i�.��� ��,�� ---- �� _r���..�.jv-� 8:287.14SF _ B:318.54SF L;,.. C:253.31 SF a ���� �. � "�`a � C:253.31 SF D:81.10 SF � �p�•y�a� E � D:81.10 SF h�f��E•w�4:��� - - - E:231.41 SF � e,J' ��----�-=e � p . 9 ,�F�'-�'rrn��jf.�::71'Xi;i!! � -��'uS9�anager) RATIO OF SECOND TO MAIN LEVEL:88/o � �.;,Gr.�i.���i.r�G�� � � 3 -- I � , � � {�`r � y �r�.-x ,� xr � 6 ;� r = rr. � � " �, r�r . f� , � �r �. � �'r y �,t:� f�Y �T �•^i•'�'Y•• �llt:..�.Y t S I ��..fT _Il.��7 � �L � I":,e Z s _________ � �s..frr,rr` rpf.r' =-L. �g-�����:�E' .;�. � `✓����-��_ _ _ � - � `��.,� rf-� - +�ro��,..,. ,� � 4 r "„� ��� ,�'�' �'�`���'�° . �_� �.�....�.__� � MDA DESIGN 1 AEN7 �F:Ss ��E�:�;-,��.�s~� � � ADDRESS . • ...,..,:.�,a:.H.-�� � --_-__...r,_-- 1 � 37�HawnAvrnuo + p'� � SW's 134 N@� p .o::. �y ��'�ha�•t,,v,���,:5� 3��,� fr ,�p D s�-�� -- ' • �j A7enbaarkCe.80Q25 '�1 ".-t.-i,i.° l� � x e _ ��-L: - ��--'_--• - � ➢ WEBSITE �� ,e�, �y mde�proj�.wm ,�y��-� "�:-' � P:1071.T2 SF � EMAIL �,+"u a'�d�s Q��ti L�... .`�..�.s- - - --- _ '- rtmadospntesz�e➢mn tsd n ' - �CG�'hv IV��f�;�;�i... _ - � --- ' � M081LE -- . � � � ���a ? � i � FAX L:1184.47 SF i i i � � esos9saaao _ i i �� i ii �� � `__� �y .re,r.�r:-ve,.:-r.:�rzr..y,.r--e p :;•=�i:::'?'i=��r{a'.-:::�'. �� _�_��_-___��__� � ._ . . . . . . . BASEMENT: 1520.62 5F NEW TWO-STORY _ � _______ ___________� � SINGLE FAMILY A 1065.39 , ' RESIDENCE B 251.27 i i i 10885 MIRAMONTE ROAD C �47.2r.J CUPERi1N0,CA.95014 ,�� � � � D 18.63 `y� ' ' E 38.08 � � s � L______________________ LOWER LEVEL: 1462.13 SF .+ '� �' F 627.81 3�, f � ; � G 291.21 ,`� ; ; � � H 432.21 '� ° N:81 S � � �' � � � � 330 LAURELWOOD LLC I 130.90 PROPERTY J i � � OWNERS MAIN LEVEL: 2589.61 SF a�e•o � L 1164.47 ; M 253.31 = � M:253 s PARCEL N0. N 81.10 � � '- � O 19.01 ; ; � P 1071.72 ---------- 6 356-01-036 SECOND FL LEVEL•2354.76 SF �`�� - � R 185.78 � S 70.25 T 231.41 � U 1785.04 � V 82.28 � � FLOOR AREA RATIO: ' � �`" 1482.13+2589.61+2354.76=6426.50 SF , ----------- -- -- - � ; 4 � G:291.2 F ' � " � � a � , , REVISIONS BY: ,r ' ' $ REVISIONS N0: BY: `��L tt��p�� ----1----� � 8 20 2015 PK F.N-CJNCf1Ei�3[M ! � i����..��.�_��������'�`��������.�._��.�..��.��.��.���.�.��. .��.� �������.��������.���f f II I � � F:627.81 SF i 8 �R:185.79 SF s -- i g '� ° 7.29 S .. �.. .. o O l^f 1 E va�'r�i"o�"Pav��ti. '' v� r---- -- '� :7. S�' � i � rarr�.�w�st¢rs�rNutcn r,� I -_---� � � A:1065.39 SF �„�, ,.:o�s�„A:.,�:�„� p � � a£�«�; , j � W�f �.-�:��:�-,�.?:<t.- :.Vt.759EATS4flA:SKR/W.:1L xvi Fu1. � 1.._t"�-:..y.t tl F rtr.' 8[FFN.W�0.f�NUf.f.9T.P4F.1'eTt � � W:'flE . . ��=���u�*��� � g ISSUED FOR: D{pRIOFEGfi t.�.(Fd4l.4O�'F1F I I ' b IAiCNd'AHflM:w4RFIt1�U[TKaRIY � ��"A�� � � I ���,3��� � i �� i T:2 1.4 � _ � � i � ��:�, `""""' i U:1785.04 SF i � _ i i , � � � � , � _ + i i � L________�_____J ]d � � � �n w aN O I _ y�. p ��,� ^ '� � � " » �' . \�� �t� H:432.21 SF , -_____G F.�:• �� � � i � i<< �t. r t�t. � � Y,• ,,I� xns�a.ni M F�Hr o _ � o � .-y�_-r:�:.:r»•���.:���cr.r,-.i»..'r-. j � 1.1-r �S�w 1 /��, , �.. � � � �i"'.'•�� C:�47.2 _ '`. �� ' ' ` u � . ,\ _ g DATE 06-30-15 e .�_. �1 - � „� � p -�---- ------- ----- , JOB N0.2014-067 �r•-=�� E:38 sF i:iso. _ r "'� � ro�• � � � SCALE: AS NOTED L `, �:N ez.zss 0 i ('� ,`��, '� ; � DRAWN BY: MA _ , � O �b�u �.�r � &DiG�4"1 i 1 1 �H I a : . SF 6 � � . ------------------- � F�oOR B:25127SF J:62. SF z ,�,,��,j .�uK,� 1v �� � � I(:20.39 S ��� �� � x e a�ur.r� O ���� - � � � CALC� � r . � g is u � � � SHEET NUMBER r - - � A5.4 z � - � < 9 �i r��/..r: ,f rr''. r - � f!,�IrIGf.�f�rl.l�.r.-'�/ji�' � �, / � - . ABBREVIATIONS �A�'�� A ��' .�0 � ' ����S SMP � � DESCR/PT/ON DESCR/PAON 'Pi� AB AGGREGATE BASE(CLASS AS NOTED) LP LOW POINT �l E W S 9 N G L E �A M I LY H O U S E AC ASPHALT CONCRETE MON MONUMENT I� 1;,. AD AREA DRAIN OG ORIGINAL GROUND , t BC BACK OF CURB ''� ' °` PB PULL BOX � *:;„;, -.,°, '� BFL BACK FLOW WATER PREVENTOR VALVE pGEV PG&E VAULT 10��5 n/I I R A M O N T E R D v��U P �� ��� ` � '� _ 3 .„ ,�.-:" BOW BOTTOM OF WALL R,P/L PROPERiY LINE � r ' E N G I N E E RS BW BACK OF WALK pp POWER POLE GENERAL NOTES = `s�_ ' � - C&G CURB AND GUTTER ��� � 4' ` P\ CIVIL ENGINEERS PERF PLASTIC PERFORATED PIPE t �FF GARAGE FINISH ROOR(BACK) PSE PUBLIC SERVICE EASEMENT 1. All work sholl be in occordonce with the Stote of Califomio Deportment of Tronsportation �T t� a- ,,;.,:.p� ' LAND SURVEYORS ,C/L CENTERLINE P4C POLYVINYL CHLORIDE Standard Specifications (dated July 1992), Standard Plans (dated July 1992), and City of SANITARY SEWER SV�TL'S � ± �, CLSw CENTERLINE SWALE R/W RIGHT OF WAY Cupertino Standard Details. The Contractor shall perform the work described in the � ' ,,, , 't CO CLEANOUT s ecification, and as shown on the drawin s, and to the satisfaction of the Cit En ineer: a - ,` t53a CAROB LANE RCP REINFORCED CONCRETE PIPE P 9 y 9 CP CONTROL POINT '` - �' • ""'�•a;� `� ( LOS ALTOS,CA 94024 SD STORM DRAIN 2. The Contractor is required to notify the Public Works Inspector two (2) working days prior to 1. All work performed shall be installed to manufacturers specifications and all work shall comply , _ ��• a ; � DWY DRIVEWAY � .- a t�� _ TEL (650)941-8055 DI DROP INLET SDMH STORM DRAIN MANHOLE _ �t"' ��,_ requiring an inspection. Two (2) working days prior to installing permanent striping, the with all current local, state and federal requirements. 4 : G a �"' �. FAx: (650)9a�-8755 SS SANITARY SEWER LINE Contractor shall call for review and a raval of the ro osed stri in b the Cit Traffic 2. All work shall be constructed in accordance with these lans and the Standard S ecifications of • � DLITE DAYLIGHT PP P P P� 9 Y Y P P '� s r,. SSMH SANITARY SEWER MANHOLE 9• Y 9 9 g the Cupertino Sanitary District. ', u� � .,` ELCT ELECfRIC En ineer. The Cit shall have the ri ht to make chan es in the locations of the ali nment of � SW SIDEWALK _ a� lane stri es and avement markin s. - i EP EDGE OF PAVEMENT ELEVATION P P 9 3. All excavation and backfilling within street right-of way shall be done in accordance with the s EUC EUCALYPTUS 1REE TC TOP OF CURB - , E TF TOP OF FOUNDAl10N 3. All underground utilities shall be installed and adequately backfilled before placement of the requirements of the Engineer of the public agency having jurisdiction. Encroachment Permits shall ,A', Po _ � ,f _ owNER/DEVELOPER: (E),X EXISTING TOB TOP OF BANK base material and surfoce structures. If utilities are to be installed subse uentl a written q Y, be obtained and a capy shall be on the job during construction. ,,;?' ^ FF FINISHED FLOOR TOS TOE OF SLAB notification from the affected utility compony indicating its commitment to bore or tunnel shall be ¢, Fill material shall be com acted to a minimum af two and one half(2.5)feet above the top of '9 f�'�tl FG FlNISH GRADE TOW TOP OF WALL P f ' submitted to the City Engineer before proceeding with the work. Underground utilities, except w ��ti" �• FH FIRE HYDRANT 1P TOP OF PIPE pipe elevation by methods that will not damage the pipe or substituted with gravel or one(1) ,�� storm and sanitary sewer, will not be permitted in pavement area, with the exceptian of street �u",,, .� " FL FLOWLINE UG UNDERGROUND GAS crossings, otherwise specifically approved and authorized by the City Engineer. slurry mix. Fill material must attain a minimum of ninety five percent(95%) relative compaction, � ;� r p- �} �y�" FNC FENCE USS UNDERGROUND SANITARYSEWER os per State of California Standard Specifications. „ - , f*�.; �,�{- i i �`� , - FOG FOG LINE UST UNDERGROUND STORM DRAIN 4. The Contractor shall have all of the utilities, underground mains and services that may , ',� � ,� < t. GB GRADE BREAK UT UNDERGROUND TELEPHONE conflict with the roject, located in the field. The Contractor shall contact Underground Service 5. The District Engineer shall be notified two(2) working days in advance of starting construction GFF GARAGE FINISHED FLOOR(FRONT) UW UNDERGROUND WATER Alert (USA) two �2) working days in advance of any work, for location of the underground on this project, 20065 Stevens Creek Boulevard, Building C, Cupertino, CA 95014(408) 253-7071. GUY GUY WIRE VCP VITRIFIED CLAY PIPE facilities, at (800) 642-2444. At that time, traffic plans, encroachment permits and the sewer diversion plans shall be given to HP HIGH POINT WL WFIIiE LINE STRIPE 5. All trench backfill, fill areas, and base material shall attain a minimum 95 %compaction as per the District Engineer. Sewer diversion plans shall include sewage bypass and emergency plans. IP IRON PIPE WLK WALKWAY COPIRIGHT�c zotz JP JOINT POLE Wh1 WAiER METER Standard Specifications. For typical trench sections, refer to the City Standard Details, with the Work shall not begin until the District Engineer has provided written acceptance of these plans. SMP ENGINEERS exce tion of sanitar sewers. 6. One 1 sanitar sewer lateral shall be installed for each lot or buildin Location of loteral ❑nd CIVIL ENGINEERS �g JUNCTION BOX(UTILITY) WV WAiER VALVE P Y �� v 9� PROJECT SITE LIP LIP OF GUTTER property corners ta be staked in field at the same time the sewer main is staked for�o�st���t�o�. LOCATION MAP 6. All trees, roots and fareign matter in existing or proposed Right of Way shall be removed to a Laterals shall not be laid on less than two percent(2%) grade and shall have a minimum cover of N.T.S. depth of two (2) feet below subgrade and disposed of. four and one half(4.5) feet at property line or edge of sanitary sewer easement. Laterals shall be 7. All existing pavement removed or damaged shall be replaced as required by the City deeper than four and one half(4.5) feet when directed by District Engineer. Laterals shall not be Engineer. extended beyond the street right-of-way line or sanitary sewer easement line until the main has Cr � been tested. Lateral sewers constructed outside of the public street or Cupertino Sanitary District O LEGEND 8. All concrete used for all structures must be Class "A" (6 sacks per cubic yord) as per Easement shall be constructed in accordance with the requirements of, and shall be inspected by � Standard Specifications and shall attain a strength of 3,000 p.s.i, in 28 days. Sidewalks, curbs the City of Cupertino Building Department. � and gutters shall be Class "B" (5 sacks per cubic yard) as per Standard Specification and shall SHEET INDEX: (f� EXISTING PROPOSED DESCRIPTION attain a stren th of 3,000 s.i. in 28 da s. 7. The Contractor performing work on the sanitary sewers shall be required to register with the 9 P• Y C-1 COVER SHEET W Q District and provide insurance as specified in Sections 1.39 and 1.40 of the District's Standard �/� --- -- -- -- PROPERIY LINE 9� Drop inlets installed shall be City of Cupertino Standard unless otherwise noted on the plans. Specifications. C-2 NOTES/DETAILS j �./ The boxes shall be installed at the same time the P.C.C. curb and gutter is installed. Class "A" $• The Developer and General Contractor shall be responsible for protection of all existing � P.C.C. shall be used. improvements including existing sanitary sewer facilities that are to remain and if damaged during C-3 GRADING AND DRAINAGE PLAN O � ---r-- - F FILL AREA LIMIT construction of the proposed improvements, shall be repaired to the satisfaction of the Cupertino C-4 EROSION CONTROL PLAN O Z (� W 10. A minimum thickness of six (6) inches of P.C.C. shall be required for commercial driveway Sanitary District and other affected agencies. C-5 CROSS SECTIONS AND QUANTITIES � O /R - �--- - C CUT AREA LIMIT approaches and five (5) inches for residential. Locations shall be determined prior to the 9. Channels of all District manholes within the construction area shall be protected by plywood W �- � installation of curbs, covers, placed in the manholes and manhole castings shall be adjusted to final grade in accordance GRADING AND DRAINAGE NOTES: � � \;.:�'-.____ \�102 CONTOUR The driveway shall be installed at the same time as the curb. with the Standard Specifications of the Cupertino Sanitary District or as directed by the District W C� O Z Engineer. 1. SURFACE WATER SHALL BE DIRECTED AWAY FROM ALL BUILDINGS INTO = � -sV--- - W WATER LINE 11. All street curbs shall be vertical P.C.C. curbs. � � � 10. The Developer and General Contractor shall be responsible for the prevention of construction DRAINAGE SWALES, GUTTERS, STORM DRAIN INLETS AND DRAINAGE SYSTEMS. (f� Q 12. Install Cit of Cu ertino street nome si ns, four 4 blades each er assembl as shown on debris entering the existing sanitary sewer system due to the construction activities associated with � U ---�fi---- SD STORM DRAIN PIPE SOLID y P 9 � � P y 2.ALL ROOF DOWNSPOUTS SHALLI BE DISCONNECTED TO ON SITE INLEiS. � �� Q � ) this project and the Developer and Contractor shall pay all costs associated with the release of the plons. construction debris into the existing sanitary sewer system due to the construction activities 3. ON SITE STORM DRAIN LINES SHALL CONSIST OF SOLID PVC-SDR35 MINIMUM W J� Q 5� SS SANITARY SEWER PIPE O `�� � 13. Install City of Cupertino standard monument box (es) and monument(s) as shown on the associated with this project. OR BETfER. Z SU9 - SUB SUBDRAIN PIPE(PERFORATED) Plans. 11. The Developer and General Contractor shall be responsible for the prevention of a sewage spill V � Q associated the Contractors activities on this project and the Developer and Contractor shall pay all 4• STORM DRAIN INLETS SHALL BE PRECAST CONCRETE, CHRISTY U23 TYPE OR /` �W � __�_G�I e:iT/ OH eTN OVERHEAD UTILITIES WITH POLE �4. All grade stakes and laths required by the City Engineer shall be installed by the costs associated with the release of sewage into surface drainage system and downstream surface EQUIVALENT. v ~ � Subdivider's Engineer as directed. Minimum aff-sets for cut stakes shall be five (5) feet. � O Z waters. G G GAS LINE 12. Utility Notification (Contractor shall locate all utilities prior to start of excavation): D T 15. Prior to commencing work, the Contractor shall have cut sheets approved by the City 1.��SlS OF BEARINGS: -E E ELECTRIC LINE UNDERGROUND Engineer. Notify the City Engineer two (2) working days prior to requiring inspection. A. Underground Service Alert 800-227-2600 W� � � � B. Storm Drains City of Cupertino FOUND SURVEY MONUMENTS ALONG THE CENTER LINE OF MIRAMONTE ROAD. RECORD INFORMATION �Q Q ,i JT JOINT TRENCH q p C. Sanitar Sewers Cu ertino Sanitar District WAS USED. PER RECORD MAP, BOOK:652 PAGE:17 WHICH IS FILED IN THE COUNIY OF SANTA i- 16. The Contractor shall submit a written re uest for final ins ection. Y P Y � � 13. All Sanitary Sewer Pipes shall be PVC-SDR26 or approved equal, unless atherwise specified by CLARA RECORDER'S OFFICE. C �s-�� I�S�V �SLV STREEf LIGHT VAULT 17. One pound of dispersing black shall be mixed with each cubic yard of concrete at the batch the o,st���t E�9��ee�. REFERENCED ASSUMED BENCHMARK.� c �� plant. 14. Access for pedestrians and vehicles shall be provided at all times unless approved in writing by District Engineer. PROJECT BENCHMARK: SCVWD BM DISK FOUND BM#402 NEAR THE INTERSECTION OF STEVENS � �SCO SSCO CANYON ROAD AND RANCHO DEEP CLIFF DRIVE. ELEVATION = 463.01' (NAVD 88 DATUM) � O� • SANITARY SEWER CLEANOUT 18. Grading of lots outside of R/W as per typical section and for cross-section, sholl be completed and approved by the City Engineer before proceeding with preparation of the 15. VIDEOTAPE INSPECTION OF THE EXISTING/NEW PROPERTY LINE CLEANOUT, POINT OF SITE BENCHMARK: SURVEY CONTROL SET MAG NAIL ELEVATIO = 440.50' � CONNECTION AND STREET LATERAL IS REQUIRED PRIOR TO PASSING THE CIN OF CUPERTINO FINAL O ` ° J ANITARY SEWER MANHOLE subgrade and placement of surface structures on lots. All lots shall be graded to the street � a. s � INSPECTION. OWNER TO CALL DISTRICT 48 HOURS PRIOR TO VIDEO INSPECTION TO SCHEDULE A pUBLIC WORK NOTES: ���g�, I������� _ � �,�"" : elevation, or as shown on the plans, or as determined by the City Engineer. s� DISTRICT INSPECTOR. DISTRICT TO PROVIDE BUILDING DEPARTMENT WHIT WRITTEN NOTIFICATION ������ORM"D� RA�ANHOLE c �(� � 19. Notify the City Engineer (two) 2 working days in advance of requiring services for checking UPON COMPLETION OF INSPECTION. 1. Approval of these plans does not release the Owner and/or Contractor of the ��� �'; �������� field staking. At this time, three (3) copies of the cut sheets will be furnished. responsibility for the corrections of mistakes, errors, or omissions contained therein. If, during � � ' �.,,t,_,�ELECTROL•IER�..�; Approval of these plans by Cupertino Sanitary District does nat relieve the installer of the the course of construction of improvements, public interest requires a modification of/or 0 Revisions: ��`� �`�'���'u� 20. All standard street monuments, lot corner i es, and other ermanent monuments res onsibilit for the correction of mistakes, errors, or omissions. If, durin the course of de arture from the Cit of Cu ertino s ecification or these im rovement lans, the Cit En ineer PP P P Y 9 P Y P P P P Y 9 q s'i:l � JATER MEfER disturbed during construction shall be replaced before acceptance of the improvements by the construction af the sanitary sewers the public interest requires a modification of, or a departure shall have the authority to require such modification or departure and to specify the manner in ������'��, ������� !�,��� ���� City of Cupertino. from the District Specifications or these improvement plans, the District Engineer shall have the which the same is to be completed, at the sole expense of the Owner and/or Contractor. ' "r�- 21. Manhole frames and covers shall be brought to finish grade before final paving. ❑uthority to require such modifications or departure and to specify the manner in which the �� � � ���� r modifications or departure is to be done. 2. Contact Public Works, (408) 777-3104, for inspection of grading, storm drainage and public 4� improvements. � �,�,� ( n � TREE WITH TRUNI , _____ � f_____�_�_ ,0,,�. 3��- 22. The Developer shall pay all costs for moisture-density curves (Calif. Test No. 216E) and any Approved _ _, 20__ (l��s�INrI�I� �er� �_"�--/ other tests required by the City Engineer during street construction. 3. All public improvements must be completed prior to occupancy. �� CUPERTINO SANITARY DISTRICT -o----o- x 6'WOODEN FENCE 23. Approval of these plans does not release the Contractor of the responsibility for the 4. Contractor is responsible for dust control and insuring the area adjacent to the work is left in corrections of mistakes, errors, or omissions contained therein. If, during the course of a clean condition. _ 1Q?23 ir2.2' SPOT ELEVATION construction of improvements, public interest requires a modification of/or a departure from the __ QRpFESSIpN •-- `. City of Cupertino specification or these improvement plans, the City Engineer shall have the ------------------- 5. Contractor shall review City Detail 6-4 on tree protection prior to accomplishing any work or A( authorit to re uire such modification or de arture and to s ecif the manner in which the same District Engineer removin an trees. �'� �� Al `^yc � o TREE PROTECTION FENCE Y q P P Y 9 Y 5' TALL CHAIN LINK is to be completed. y 9G 6. Utilize Best Management Practices (BMP's), as required by the Stote Water Resources Control " iZ°��zois/ '° ___�_ SWALE 24. Septic tanks shall be pumped and backfilled to the satisfaction of Santa Clara County Board, for ANY activity which disturbs the sail. � No.C52724 * Health Department prior to construction. -� DIRECTION OF FLOW IN PIPE � 7. A work schedule of grading and erosion &Sediment Plan shall be provided to the City engineer �fqlf FI VCA�����`� 25. For all five (5) foot monolithic sidewalks, all fire hydrants and electroliers shall be installed CITY ERlGINEER S SIGNATURE by August 15, No grading to be performed between October 1 to April 15. behind the sidewalk. � AREA DRAIN/ INLET 8. All new electrical services(power,phone,and/or cable) shall be undergrounded. 26. Each sheet of the construction/modification plons shall be initialed by the City Engineer to � OVERLAND RELEASE PATH be considered opproved final plans. It shall be the responsibility of the Contractor, and all 9. To initiate release of bonds , contact the Public Works Inspector for Final Inspection. Subcontractors to insure they are furnished with approved plons or the latest revised plans. APPROVED BY: _ Date: � GRADE TO DR,41N,2%MIN.AWAY FROM HOUSE TIMM D.BORDEN RCE 45512 DATE 10. All downspouts to be released to the ground surface, directed away from building foundations 4�20�2015 27. All water lines, valves, hydrants, and oppurtenances thereto installed within the City of DIRECTOR OF PUBLIC WORKS EXP.12/31/12 and directed to landscaped areas. scale: ,�"'"' Cupertino Municipal Water Utility's services area, shall be the property of said water utility. AS SHOWN -'�'� -'_� 11. Prior to beginning af any work within the public right of way, the contractor will be responsible ;%i,;--, E TREE TO BE REMOVED PREPARED BY: �\" ( ) 28. Construction signing shall be installed prior to the beginning of Wo�k. CUPERTINO SANITARY SEWER DISTRICT NOTE: for pulling an encroachment permit from the public works deportment. S,P. :,�.; �.�::•�`-�•' � 29. Any and all storm lines installed as part of the work on these plans shall be cleaned of all CHECKED BY: e POP-UP EMITTER excess material, debris and obstructions. Storm lines shall be flushed as directed by the City _ CUPERTINO SANITARY SEWER DISTRICT CONNECTION PERMIT IS REQUIRED 1-800-227-260C Engineer. PRIOR TO ISSUE OF ANY BUILDING PERMIT. 6EfoR`yo� Job y'R' � NOTICE TO CONTRACTORS ,, ROOF DOWN-SPOUT RELEASED TO 24" -SEE SANITARY SEWER NOTES ON SHEET C-3 FOR REQUIREMENTS AND RECOMMENDATIONS. e ,_ � 214106 �- e SPLASH BLOCK, DISCHARGING TO CONTRACTOR TO NOTIFY U.S.A. (UNDERGROUND � LANDSCAPE AREAS AND AWAY FROM BUILDING GEOTECHNICAL REVIEW: OFRZICNlORKING)DAYS BE ORE BEGWNANGI UNDER- USA Sheet: GROUND WORK FOR VERIFICATION OF THE LOCATION c N4��• ,�e` 1 OF 5 -GPADI�IG ArID DP,AIri,,GE PL cri;:,H,�LL BE FEviE�,vED ariD aP�ROVED E�� THE PRtIJEC T AND DEPTH OF UNDERGROUND UTILITIES. °f�c c�" - GEOTECHI•IIC�\Lj SOILS E�dGIhIEER. �U,+oS� -G�OTECH�IICAL! �OILS EI�IGIfJEEP, TV PF.C�VIDF ,aldD rURh!ISH LETTER OF ,;FPF,�j'JHL i0 CIT'f. 1-800-227-25GC C-1 �_ ,' �;- .�I Pr GUTTER ry �� --� � - - `� 452.4 n� , _ '�� � ��----.<-��'-;� s MP '�. ����a� ., ,��?.zs \ JJ \�� "''ac2..3� J�� �� '..1 �\� i.��'''. \`--C4i`iC GUTTER ,i \ �X7o.<.c"� .` �\� NOiES: �' ��03 �' �� ` � PRIVATE ,' �� \ � �ln��5� DRAINAGE I D R I VE 1.CONTRACTOR HAS iHE OP110N OF USING ♦ . \�\�.� � ,y �;� 12"'12'OR 24°'24"INLET SIZES OR � ..,� �� �� ro:i.3�3�.n 12"D/A ROUND AREA DRAINS. '� ��� �� ` �� ' � '`'``�02 ENGINEEFtS � � � � �� , A ���\` � �; CIVIL ENGWEERS (\.�o- \ � �J �,�,. yiA-,/ �•.JJ� NOT: LAND SURVEYORS �, �oT�����.c.J_z ,�}F?.3u IF SOLID WALL IS USED AREADRAINAGE AND SUBDRAINAGE SHOULD BE USED. \ � s F �"Y�}o3.20 �_ � `\ �y- �� ���9' \ ��/�n:o3.�� � __� � -� 1534 CAROB LANE ,\' 'u�.,� Sj \ ,� H/C �� \ �- LOS ALTOS,CA 94024 46�,4.1\ \ �Cp �., � ' R53.57 �.4�3.74 � �� TEL: (650)947-8055 1 � � R;i•!ir�f ,, �� I � ��: \�03.30 �,<-�:i.77 �i. I /�„�;� �- FAX: 650 941-8755 ,�S ,�F �� �a�� / SIGI•I �35.2•> 4���.2��. � � ) ` (-..OS j; �37.�7 r � I' \ �\24.03� � EB y � ��� 433.g9 r ,,.t�.�? I ��� RvwELL 1� � ��(I�__ � �� v,�,�� � � n l ��� TG 434.80 � - /'�4F�.5Z � ag�:.�8 X � -/ ' 54 W �..�.�a � 5 T. INV 433.80 ��� \ ��J �%`z'��*.�•.�, - � ���i, OWNER/DEVELOPER: `:0`�'3��`��u='.-.G;,��-� GROUi�,�, - C�MC ��,LL �T L�.L�' �LZ � z SHALLOW GRAVEL BASIN 150. 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INV 447.0 I `'�. � 436.0 _��� - '-=._ _,.,,, DWY 434.84 AC ,{��.91'{ � �: ��� TOS 446.5 ..': �S FG�-- D_ -_. � -L � n�4o2.06 �58 3��; IW�}53� `/,a<}�.> - -' an,�.}�-'G 436.0 B� -- � � o GA , ��BW_452. � "5.1` '�`-:�.r��- - - �6q ` 1 COP'rRIGHT OC 2012 �'4�5�� RO � o�i h��J��U y461.75 TW 456.0 ���"'6�PVC U S=1•� �'� SD_� INLET INLET �35.57 E)AREA DRAIN SMP ENGINEERS -SD �9% l q�"pVE� P SWALE I TG 435.00 ,,� TE 434.75 CIVIL ENGINEERS X''+65.�0 I ;.�,}g3,�^ BW 452.45 � SD TG 435.65 � �\\PN , J Q�,_,. INLET -i� �S�g C�4` FL 435.90 INV 433.80� INV 432.00 I INV 429.89(FR M RECORD DATA) � u3,21 io'�T,�y e� I 1 / n v ;S�1H "�'.5�;�;'�40"0 7. 453�p TG 446.4 � INV 42 � TW 441A \�33.94 555.92 X �_, { :46n.05 i=j,�^BW 452.5 y,;.!�J.97 �1NV 440.0 J�"V� I BW 436.0 S I'� R!��I_465.90 � X`i'r--� 'v X4�2.d'i 0.%• �:4 i?�edW 446.5 AD � � J O�457�.(b ¢o�.2C: ���\ .akC'a"'-.BW 441.5 I � � vi 44. I �� �y 45, .F. 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INV 454.0 � p � 435.75(SOLID COVER'.30 � t66.1�r�ti�{,?Go.37_ I j ��,^,�x � SECOND IFLOOR�Fq�5o��_,n�7.�u I�NVi'4°'PERFORATED(�N)� � 1 � 8.5� " I O� ? �TOn''(F!OUSE Z L� O I � eT.'�o5.05 1 ��yc� I �o � \N MAIN FLOOR FF 447.0 " INv(wEuJ azs.o ii �� � � �� � Q� � ' I � '� X�?G5.3? 1'I,T. � �� � k1'S�.02 G:'Ui�l� _ P-"'' I I , i _ �,I�.�a�`,.,-� .,,r� �,���:$ N� ,�T i B A S E M E I T FF 437.0 EAR11i SWAV.E3�9ti� N U � Q � � �yo� NP SWALE FG 436.0 5%�� ny 44�5 � 1% _- `� � W. � !� X�}o S.i l �, 1< FL 435.70 �� 8W �B �� ,.d3 X W Q M _ �IJ � n n �.453.'JI�li 4�i�� -- �y qq�� � `,< I I I\ � I (n � I 450.73 � X SUBDRAIN(�) %' BVH 3¢. _ _ I iC,37.31 `}- .25 I , Z �(�� Z z � I � �i, � 'f�.07 4"PERFORAi�O PVC�1%- ��2 �o" �. 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X4o7.60" �no1.=}3 - � f LF . � I � � o3.6'L Xdo"7.G3 %4�a. �J6< r � 8 p�C i � GROJi1�.' 3 .�:55.35 � + I I � � �� ��� r X�c%.79 ��`'oo�,j°�T• :46�8?���T,,�1 TW 457. - SD, - 4d1.3 2'$� \\ 1,_ Revisions: I�r^9.33;� BW 456.0 = a� F�9.23 � ;<':c�.?2 \�fo�.�� �;��1.3n \ '- ......_.,�.. � �,--- 3`,.3i C i� •i` CCf�!C CURB � /?C �% X�Fo7.82 ��,�OUidD '��,S �.�2�. )�EC ,�-v� �� e ♦ �439.15 z I X�1S2.91 X4rio.57, - P�C i I /.i. FlD � c� � - ,�.�1 iv��•i?0.77_ ;� .�43�.8i I &�U f��R "��� � c iC°��,�.,8 _ - - INLET/BUBBLER o � Dtiyy 4q0.59�°��.- I� � �_. ie:y,^V.I i�""� �„�. _- =:_ TG 442.45 a:_.�� �� "�451,,� f ��, ;'0.4i � ..07 . S,.T. q.�-,_ n,� __ ; INLET BUBBLER '�i '?1.:�a qip.a,7 � X 5 55 %<4"u.,8,,�,�9.7� INV 435.0 � �.i.:Y I� � i � I+ >Z'159.21 Y•454.15 ;.: I TG 4 2.45• ,��IO.SD D,'440:09 � ,�10 � � •: :.10.i 7��I i it�r'i).?'L (E)INLET � I �� I � 5�,.� >C�I6"/.3? 6 7• :<�4oi.00 �� �'-50.��6�\�k;8.12�INV 440.�=�/^ ��F0.05 \� T�=440.08 � - ,= 42' 04' 07.E��s,_9s � � ; � „��� I .,�;,�..:� S e�r-- �`� �t-:s.^�" X r�.oi , � I II nl n, =61..�8 4�9.10�/ - �'1 4�3.70 h:.4� (`�u l !1 n4rj.o� 3 :;,i0.G5 .40.4: INV=428.08(FROM RECORD DA7A) _.32. ;�.,i 46�.u2 ��:�,J<��� BLOC;�C 'NAL`��5.51 !,}3.22%:,�.}5.0� A I(}l 0�!PREVENTOR DEVICE L� ' �ss.�� x -I +s��.sl x (� „�.s� _� >= 124.98 � I I ,t�,'.34 X,il �°�T�����!!^ ,01.67 h50.98 �I /-CONC CURBI I I` 40�.15�:;/�.��d.33 ;o ✓ GUTTER �..ZL� I ��0.51 WAlER LAlERAL I � I� l,�, �. AC .h5).82 . I, �E) Q�FESSIppq o � - -�_ <;41.,i y 1��0.23 .�,:,"r0.n"o 4,�c��0 �Q �c^ � ------ � , Yi ��.�O.;r", ' ��" ��yy ( � � � � ,. - I 3 I i I \ �,,�I qp � I o�u�6 A � �n I I \'i./t� < ,.�s'�+`74 W `%+`/3 � 2 ST(�,�H^USE ��r° h�}0.°' {I •i� _ iz-ai-zoie * No.C52724 * �, I i � (E)FlRE HYDRANT ��\ �: .}tG.�� ,,..ql,..�.I// ✓y CNR. �' � I � �� I \�;�` P I,�/ATE ''.li.:::.�, 9lf OF CAU��� I I t/•�.J� � \` 41.3C R � � � �� � ���,� 'cl�,��.�a �'�i i � o i GRAPHIC SCALE ��i�/r'`oJ DI�IV :.i.,z>t;l. r�.: � � �.._� k� � � _- . ,, ,o o s ,a zo 40 _ _� � T,,,>�;.���:,,��R/ � o'') ; ���� � �A" ����#I�� �-��1 I ,a.o�:< �..a.;� � `� ' - 4�C�.0? �,� � I I� � I � j� � 3 � �� � !T"*����.�/ Date: (i� ,7,.:io I � � li I,.� � I! � ---��.e.II..�. 4/20/2015 ;� ; �; � ���-�o� I � 5 ; ._. ,.�;.:I� � ��, �(��I ���I�Ca���l� I ���;..� ' ... �`;� � qi Scal e: 'I � � �' � � � 1 , �c -i-� ,� ii ,�=,o� II I �I i i I ��I I I 4':i.'�:'I;'i,:: 3�� �Yi`�� ����� D A �� ,� �,�m�.�,n,.m,s PREPSRPED BY: I � \1� i I ��� /' _ ; � , � � �; ; � / � l� �.� III 'i^ I I IIi �,L. AI� I� II I I�I I I� I ���� M� / � CHECKED 8Y: I I ' . u� I l:.. - � � II ����4���� Jo b�.R. � �; .ii �� �:.5._i � �t�� �� , j i' ' � ����� �! � N ',' (C�s��1anager) �_ ,...�_ 214106 ,- I � I I �11i I I'I I N II I �il' ,I.. Sheet: I il I ,' I II I �� � � I: :3.L� _ �' � T � I �'i I i,l ; J , ,,; 2 O F 5 il " ���-'� I � `� � - I ;� I C_G I;I.._�,..':I:. .. � , ':i!:3 '\ . . . �'' I ;�J.::�: '.iI.;:J,� ��.i;::?.i:� �3 �� ;' `� - � � �.��1 UTILITY NOTES: sMP 1. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION. " VEGETAiION -'�j f HOUSE DOWNSPOUTS (�I MULCH 2. CONNECT SANITARY SEWER AND WATER LINES TO EXISTING STREET LATERALS. �{ SEE ARCHITECTUR,4L PLANS \�� �� ��r���I �� 3. CONNECT GAS AND ELECTRIC LINES TO EXISTING STREET LATERALS, ` � ;#;#���.•., I � `�I �I�I r��"/�� � \��Ij `��� ���`''� PER PO&E STANDARDS. i ��� �'.��",,'��F� '' I ' ' � �� ENGINEERS '-�_ / � \��1� ����/ / �/ �4� \ ���'�� s �/ �3:,� ����1��",������i��"���KI�a � � ��1������,� '�..,-,����� 4. CONTRACTOR SHALL COORDINATE ANY DISRUPTIONS TO EXISTING ¢ .. rt�,&��ii5,r-'�».r,.�,�,,yf= \. // �:.1�/�`\ /i I �� -�,,�_R,•.. � � :,�' � ���' ��, . "� UTILIlY SERVICES WITH ADJACENT PROPERTY OWNERS. w CONCREfE SPLASH BLOCK ' :�;,� -.�a,,,.� CIVIL ENGINEERS tn �''i.�c+':""�a<d+-t�g'� o MIN. 24"— 3�� MAX. FLOW DEPTH 5. ALL ELECTRIC, TELEPHONE AND GAS EXTENSIONS INCLUDING SERVICE LAND SURVEYORS = LINES SHALL BE CONSTRUCTED TO THE APPROPRIATE UTILITY COMPANY 5% MIN. SPECIFICATIONS.ALL UTILIIY DISCONNECTIONS SHALL 8E COORDINATED �TOP OF FENCE HUNG WITH F�UORESCENT FLAGGING _ �� 3• v `�.� r 1534 CAROB LANE ��PLACE FENCE 3' I TAPE EVERY 70 FEET. `•��,�� �� — �,��\\�\� WITH THE DESIGNATED UTILIIY COMPANIES. BEYOND DRIP LINE I \� \ \ \\ //\\\\j.� Ak � — � � /\`\//� LOS ALTOS,CA 94024 �� 6. PRIOR TO THE CONSTRUGTIQN OF OR CONNECTION TO ANY STORM DRAIN, TEL: (650)941-8055 I \ \\/� � \/� �%��; — —,�j��`� SANITARY SEWER, WATER MAIN OR ANY Uh fHe. v�:Y!ITII_ITIES,THE FAx: (650)94t-8755 �-6'CHAIN LINK OR WELDED WIRE MESH / \ r / / NATIVE�RADE OR � CONTRACTOR SH.^.LL EXCAVATE, VERIFY AND CALCULATE ALL P�I�!TS OF II CERTIFI D COMPACTED SUBGRADE MIN. CONNECTION AND ALL UTILITY CROSSING AND INFORM THE OWNER/ I � 3 / —� I a'FENCE POST OF 2"DIAMETER GI PIPE OR \ 2X4 RED WOOD HEADER DF_�!�LOPER OF ANY CONFLICT OR REQUIRED DEVIATIONS FROM THE PLANS. owNER/oEVE�oPER: \ I T-AN��E POST. EARTH SWALE DETAIL � SPLASH BLOCK N.T.S. � � � N.T.S. , I �_ / INLET BACKFLOW PREVENTOR(1 WAY VALVE) I FINISH GRADE INLET,TG 434.8 TYPICAL TREE PROTECTION DETAIL GRATE lID f , � N.T.S. � FLAP GATE ` ' SMP ENGINOEERS � £� �,.-� �� a�,�-��� GRANTY FlNISH GRADE COPYRIGHT C 2012 �F d FLOW 5 • J• ���������������� � �� �_ � - •' �,.a: � - . CIVIL ENGINEERS a �j� ���\''. '��/�\/�\�j�\���\��\���\��\�' �uWi a'•'.I .. .. ������ � ����a���� ������;���a ,,,,, ¢ > . - � �� �`'�`'�`'� •..,�i�i�i�i�i,�� �w W . ,� �.,: iu ;a�,. 433.3 '�•d > \��\/�\.l � :.'', ��'��'' �~fe��- j\\\/�j\�/ f-PIPE PER PLAN � o ' a o //////// v : o �\�\ g � a<' /� b'���\//�\�\\�//::' •.•��' ����\/��j�\�� ` � 432.8 � ':: :.' --------- � ���������i�I ���� e ,i��r� � . ��i,�,�� i,�i,� • ------- � �i�'r� •���� �' � � �. Z O ! � .���.�.� -���,�/�����/\�//.',-- - i \��i���i��i�����i��i�� � ln e :��\//�\�\�� � � � • ���//���///��//�//���//�//� INV ELEVATION PER PLAN � FLOAl1NG DEVICE FOR PUMP AC11VAilON SIGNAL,ELEV=433.3 � 2 /� �����������*.-P-- - / '!�l/.'. • � � � ':\��%�%�%��/\��%�%��\� DETEN110N BASIN � U' — �s s�sa m� � �as.. . �� �. ...\//\�/�\�/�\�/�\�/���/�\�/���i, in � � �^uS��ri�na�erl ��i��i,`: . �._\\��\/\\/\\/\\j\\j\\/\\/ OVERFLOW PUMP f ��y� _ �%�%�%�%�%�%�% � V Q END CAP �����..��� � ':\/�\�\\�\�\�\�\ � LL ���,• -�• /f�ir//�i//f//f////i/ ��\�����:��p ����\���\���\���\��\\��\\��\���\��: ¢ O O GR OR TG ELEVATION �\�/� V`2� � \�\�\�\�\�\�\�! Q T Z �Q W PER PLAN =- - -_ ����/i\�%i\�%i\/./\/\\/\/i\/i\i���\��\\\��\�%\��%\�%\< � � J.. (R PIPE MATCHING S2E OF SD PIPE FIIiER FABRIC � �J � � V RIVER ROCK (E)GROUND O � Q (MED) FlLTER FABRIC � J W r' Z NOTES� z"PRESSURIZED PIPE FROM OVERFLOW PUMP TO FRONTYARD DISSIPATOR � Q� � � 45'CONNECiION - � � �(� � � 1. 1. RIGID PL4STIC, A.C., C.I., OR STEEL PIPE ALLOWED TO BOX FROM PUMP. �!� � PIPE MATCHING SIZE OF SD PIPE STORM�RAIN PIPE PFR PLAN \ � � 2. BOX SHALL BE SET WITH ADJACENT GRADES SLOPING AWAY TO PREVENT O O O O � � O O O O W �� Q RAINWATER & LANDSCAPE WATER FROM ENTERING. ENGTH PER PL t� N � Z INVERT INV)ELEVATION 3. BOX SHALL BE SET IN LANDSCAPE AREA TO FACILITATE PERCOLATION. ~ O Z� � � PER PLAN ^Y"CONNECTION 4. BOX SHALL NOT HAVE CONCRETE BOTTOM TO FACILITATE PERCOLATION. Z �Z � _� ELEVATION VIEW DETENTION BA5IN z 5. BOX MUST BE LOCATED AT LEAST 10 FEET FROM BACK OF SIDEWALK AND 3 � STORM DRAIN CLEANOUT DETAIL FEEf MIN. AWAY FROM SIDE AND REAR PROPERTY LINES, APPROX. LOCATED IN ELEVATION VIEW— NTS �� Q SWALE, VEGETATED OR RETENTION AREA. N.T.S. Z� � 'f"' BUBBLER BOX DETAIL MUDSILL � � FRAMING PER � N.T.S. STRUCTURAL PLAN FF 346.85 W TG PER PIAN TG PER PLAN � 27 3/4"X 23 1/4"CONC. N� GIRDER O PROVIDE ACCESS LADDER IF NEEDED _M�N, 5% INLET WITH SEDIMENT TRAP PER PLAN ��—�`— � . y' GR4TE GRATE SOLID COVER WITH SAFEfY LOCK V24 DRAIN BOX W/ ��I,'=+II-II' .';:=:.', �FG PER PLAN 2"0 PVC PIPE 18"X 19 1/2"GRATE Z 6" PVC OUTLET 6" PVC INLET 6" PVC INLET PUMP OUTLET g Revisions: z 6" PVC 90� ELBOW 6" PVC 900 ELBOW � � 6" PVC 90� ELBOW \ � /. —` �— TG(SEE PLAN) ' 6" PVC OUTLET <� ,t � � TO INLEf/BUBBLER z PAD ELEVATION —�� �� TG PER PLAN o 4"0 PERF.PVC PIPE, "-`III�III�II II�III Z � � Z BACKFLOW PREVENTOR FOR PUMP OUTLET �Q HOLES DOWN � INV PER PLAN INV PER PLAN SLOPE PER PLAN LOCATION PER PLAN N� , . INV(IN) PER�PLAN I N V(I N)(S E E P L A N) SUBDRAIN INV,PER PLAN 6" PVC OUTLET ��;...•,. INV(OUT)(SEE PLAN) I W GRATE PIPE FROM SUBDRAIN PER PLAN - � LEVEM REACHES TOCTHISTE�LEVATOANER INV(5EE PLAN) RAISED FOUNDATION DETAIL �'� QR�FESSIpp FLOATING DEVICE _ � , INSTALL ALARM TO INFORM RESIDENCE IF NTS ��0 0 q9(� 3 PUMP FAILS TO ACTIVATE AND WATER LEVEL INLET PLAN SECTION W-W SECTION Z-Z ��� IG y MOUNTED ON INLEf, o IS EXCEEDING DEPTH OF FLOW. N TS 12-31-2016 � CONNECTED TO ALARM � � / (ACTIVATION SIGNAL) 4- PUMP SHALL START PUMPING WHEN WATER STORM DRAIN AREA DRAIN �[ No�I2�724 � � LEVEL REACHES TO THIS ELEVATION NOTCH IN CURB ✓'r �IVI� �' � COBBLES (BURY 1/3 MIN.) NTS grF ��� FLOATING DEVICE o • `�• SDMH (OR ROUND 36"DIA.HEAVY DUTY PIPE) OF CA�� MOUNTED ON INLET, . SANITARY SEWER DISTRICT NOTICE TO APPLICANTf OYf'NER: C O N N E C T E D T O � � PUMP INSTALL4TION PER ' PUMP (ACTIVATION 1" a MANUFACTURE SPECIFICATIONS ~ CONCRETE CURB Date: SIGNAL) INV(PUMPWELL)PER PLAN 6� . • . Ir�.o'�, 2.0' _I • Clased-cirewt vidca of th.e existing/ne�v urop�rty line cleanout,point of connection 4/zo/zoi 5 � • . ' � � and Distri�t tat�ral is zequired priar to clearazace for City of. Cupertino Final sc��AS SHOWN 6" 36"DIA. 6" PUMP NOTES: CONCREfE CURB BEYOND COBBLES TO DISSIPATE ENERGY I11S�f.C�1011. c�ti�,.�� zo eaai nj�,7.Ct �r ���t �s bfl�,� n,�ior to video inspection to PREPARED BY: 1. HARD WIRE THE PUMPS TO PREVENT ANY UNPLUGGING. NOTCHED CURB schedule a Di�ict��s ctor. Disttict to S�P� �e provide Building�epamnent with wrfitten CHECKED BY: � ELEVATION VIEW CROSS SLOPE VEGITATION notifltation upon�.ompletion of i�spection.(Q.C.5104) s.R. 2. PUMPS TO BE CONNECTED TO BACKUP GENERATORS TO TO CURB INLET/PUMPWELL DETAIL PREVENT FLOODING �N CASE OF B�cKour. ':tiy�q�Fl;ro1'.'��7:' Job#: {.y.. �' 3. PROVIDE BACK FLOW PREVENTOR VALVE FOR PUMP �v�_'-,',��� 214106 N TS OUTLEf. � ^ 4. PROVIDE RESERVE PUMP FOR EACH PUMP WELL. 1.0' MORTAR SETTING BED • An approved backflow device(IAPMO or UPC approved) is required for first Shee�: ^c tloor Since the lowest finished floor with plumbing is less than(1')foot above the 3 OF 5 5. PROVIDE FLOATING DEVICE, CONNECTED TO SOUND/ LIGHT /�TTDD " ALARM, TO NOTIFY RESIDENTS OF POSSIBLE RISE OF l�11ltiL OPENING DETAIL rim of the nearest upstream manhole. �—� WATER IN PUMPWELL. NTS 1' l �.-_\� � Gy ,;,\ ---"-- - � A �l�'1� � NOTES: +��..,\'���Z" � „ 1.PLACE FlBER ROLLS AROUND THE � �`'�\ - a J� z , 12 ' ' FIBER ROLLS INLEf CONSISTENT WITH BASIN SEDIMENT -• � \ ��` � t?�,-�;<:��9�r�?v����=)F� //��/��� . � 1"x1"STAKE TIGHTLY WARPED BARRIER DEfAII.ON THIS SHEET.FIBER �v �-` � ��t�y� i, f�i�� + ��/ / ROLLS ARE TUBES MADE FROM STRAW � � � � �-r\>\ \ ��. �.,,,...L�;va°-;':.�ti� 0�°' i � - - BOUND W/PLASTIC NEfTING.THEY ARE � \ �; �..,,- S J � _ -•� ��\ -'�"'s�tamc�-=..-..a_-� � e p DR41N � ����m '�� `�� ��y� �•��� � G�TE TRENCHM T�P APPROX.8"DIA.AND 20-30 FT.LONG. � �� �����0000�0000 � y ,,,\\�1 ` \ �'�8ep ��� e� p � 2.FlBER ROLL INSTALLATION REQUIRES f �, J".\ �� ,ozi�'\�_. � � �A J =111�II- I I THE FIBER ROLL IN A TRENCH,3"DEEP, ���������������� THE PLACEMENT AND SECURE STAKING OF a:az�. �� r_�I \� ��,a���„ a � ,�-L" t- DUG ON CONTOUR. RUNOFF MUST NOT E N G I N E E RS � coscu\. �'Y\\\ �F.��`�'e������ ���� .� ��"� -111-11.,, Flow - - \ BE ALLOWED TO RUN UNDER OR AROUND \i �_ .� i ._z� g � ��_�,����� FIBER ROLL CIVIL ENGINEERS '����"� ���-`i^s�� e � ,, � (� � 3.THE TOP OF THE STRUCTURE PONDING � �� t-.:>:_siiaz.�s � Y �'� �ye _ l����` ��l�'�� tr��F� � / � SLOPE MEfAL R BAR.OR � � LAND SURVEYORS \ �,.;�Eg � c..c cu-en HEIGHT MUST BE WELL BELOW THE �,��� / � ���..p�G�er���� _ (2.5:1) GROUND ELEVATION DOWNSLOPE TO \\=���� �S J� \ PRIVA T= � ^•- �-_ - - A PREVENT RUNOFF FROM BY-PASSING THE 1534 CAROB LANE �f�] r� f5I N L E T.E X C A V A T I O N O F A B A S I N A D J A C E N T „-\�\ � \ �\` �RI�IE x�2 5�(�QaC I;'�[��RaG�} LOS ALTOS,CA 94024 .3 z.� � <s.����' � TO THE DROP INLEf OR A TEMPORARY FIBER ROLL PLAN VIEW Fnx: sso sai-e�ss � � ��J,� t"''' i DIKE ON THE DOWNSLOPE OF THE �L: (650)941-8055 STRUCTURE MAY BE NECESSARY. � ) \� � �y �,.�, ' -- - N.T.S. �r�7sz l �� „�;,os.�. �1 � � INCORPORATED IN ALL CATCH BASINS AND �\ �� 2 +s-���`'� � i��'�° ,� \ 4.FOSSI�FILTERS SHALL BE PONDING HEIGHT EMBED FIBER ROLL 3"-5" \�` \ s s� `\ 1���}`9 0 � F I B E R R O L L N O T E S STRAW. INTO SOIL.(SEE FIBER ROLL it�7� `�' � i B�YiT. �\.�n{��`'ss�`h,;��� � I Y_, 5 p,.�� , s � -�_ `� � F I E L D I N L E f S 2 4"A N D L A R G E R A N D S H A L L � BE INSTALLED PER MANUFACTURER i i -\ \�^, � �\��o��� % ���� � �� � \ i �`�I °�."F �" �-_,� 1.Place fiber roll in key trench 3'�deep and place excavated soil FlEER ROLLS DE7AIL E5) OWNER/DEVELOPER: �,�, � � ,� � � / 4.,��„L I r����f"� ��� � SPECIFICATIONS. FOSSIL FILTERS ARE �:.,�- ,-,=3� �1% �• �j ) � � \ \, ���i \ r�'= , �s`� F� �� on uphill or flow side of the roll. � AVAILABLE FROM KRISTAR ENTERPRISES ���'�_;��' �'���.�-��;a��-r�,'�'li-a"�°'�� �///�����P�I'I)-\�,,,,,C\150,8\N�i22''�`������T��'�.�j.'a i I 2.On slopes and hillsides,fi6er rolls sholl be abut[ed ot the ends _ �i � �z� � ,.:.�;f��s�"."' \ �c:.rr:.z \ iI_:.�� � "/- r� T��1�!��� � l�"i F ��:/� � � PP _ . INC.,422 LARKFIELD CENTER,SUITE 271, k \ ���,�' � � / �( �,�. �, I and not overla ed.Place altemate stakes on both sides of the SANTA ROSA,CA 95403,PHONE(800) 's � -;�4'�,,�� K-'�,T� I �/ ��T� �/�/,,��� \�� � II' roll,every 6'. � . ,/ . . .. 579-8819. 'n.--`�'-%�''� -�" � �� } (� -"''��"' "m 3.Install fiber roll 12°from limit of radin �/ ' - ,�.sh.a F 5 T9 a�x I��,��x, `� :ir�I ! FIB�R/R(SLFS TYP� ,�� `\' � J . \ r �\/� � \I k�_ � r�t<a.oa /r' ` I � i �" �� 9 9 SLOPE � " �,5;.,;.�I�l�i q a�S' � �� 3 I� 2'��OFFSFI'I'rT.O P�L I ' I JJ r I 1..,:„a FIBE ROLL�TYR �\:z3 �� � DROP PROVIDE 1�WIDE BY 6�• �� \ r�YhT�S�``� '�j`'''`�:-1�� �:,s.i/ I �i:,�l I �:;,.te: yl ,'J�\,JI.. r �' 1 \.; (2.5:1) INLET DEEP SEDIMENT TRAP 7 l \ ( f 2'OFFSE.T 0 P L ';C1�5:� / \Xi�.3 p / �iI q p\� ����, �//,,� \ � \ o \ ` ` � TRENCH AROUND INLEf. \ �uf\;�• (�cae"�:��a� J.! � ���,.5;c.i;���i�\T'-1� � ` \�\\ \ i�s\\t\ 1�\\ \ � � s.s��o Il �v`� F � ���.,.. �s,�.".,r4� I�'�.> qI �1 •, � � ,,.:�\ \.�.;1; 1 / \ 1tej.e+ �� � FOSSIL FlLTER � ,��� f�io z �:5�s�,z,��v�,.:A r iX ,I � �����_I� � \ ,' � SILT FENCE SECTION A-A / \ I�... �f \ 3` � :T' 1'�„y•�.�\1\ 553.� �\ � �\ X�.i:a.3i � h 55��� i � ��T� "`��. \` \ \ � COPYRIGHT OC 2012 � � � �i!(`,'�., ' �• `% I,sx,z j�\:;,'Fs.�\ �� �":� �`, :�,36.��,� ., STORM INLET SEDIMENT TRAP-FIBER ROLLS SMP ENGINEERS \ , � ,�;.,,x,,,,,; i v���' \'� �,�,�pxs�5✓� '� ��,., ;��.;z.�: ���'"'a=•` \���, EXTRA STRENGTH FILTER FABRIC CIVIL ENGINEERS � �y>°�,s;J�� ° '`; _�\��"/ t TliB�IIZED ONSTRUCTION ENTRANC� �� � NEEDED WITHOUT WIRE MESH SUPPORT o N.T.S. ;..e�.e� , ��.. � � �'� �� aari4;=\,. � �" ��.lx►ai.s�'� , ��<s.v `�, � � °��.� ��_ ,�, �>„<�';�� � ` �, G„�K�,s 2 �� � `1/ ��� \��MIN.50'��LaN�X�AIN.20'WIDE ,�� �` ���i -��,���.:�b;s � - �� ��5d� �` �� n'� ���� � � m;► � " �- \` I �� ' \� \\ ��1\ \ � ��.�o?, �<,j�� l�. \ , CO�Ck��TE WASHOUT`AREA, ., � STEEL OR �- �/ �� �630X� �// 1\ " � � , � '' �+ti � i � WOOD POST �FLOW �-} 1 ;e�a r..o�z \m !/ I ���� / � •asi 1:-i���;az I-�sr.c Uil?-i\.�I I r i -�','S� ���l .!.\n�5�\\ �t^\\��a, 1 �a..0 ( I..a.i. � '•I / FLOW Stockpile cover(abiic staples�faock ba9� � � � I �� °0.^�.c4 s.na` �� �� ` � \ \��! �1\�sy.!`�.: � � \ '�:� �o/y�i '4� a�ro..v:�w.� � .r� or similar weight T �/��,�� � �A�'�3 �� F'-� device Q I / ��FJ.������`�\I\ �. � � \�r.L�e � �3 � O �� N / Overlap fabric '^ �� � a� / --.�I rr.\ iia.i, � � \ .�0 1� .�ss: \ � � / \\ \o -t 2' ical V! � �� � ���� �.t>� l,� , � �.<��_o. � �,, � �V � � ����,,.z�p� � / (�vv � � _�><- �o,c.,�., � �/� \ � ' i���,f4;�� \'��;�.;� \,� \ 1� � 1'� � � ,.qz\\���\ \ � ��� � - .t�� `i�' �r . �,�.<� k��;�a , � � l��r.i� 1 x�...3•. \ o - VJ • �I M� �or?�fi.l✓/.y�\':ty.��,1��\T,�\ �n� �T'�`I � , '�\ \` � i I \«�. \� �b / � WQ z ��� � �� __�,-�3��!(� °+`'�'�o�� �05.,;�� �->;��,,�� � .<..�,:o ��,a,:..a� ����� � � � �v. . � ��� .�'���< 1 (� C) d,.�,x� � :�3.�g�II�r.�.`� 1 ,�,:� 1'`o��' 1/ �1 i�>;.�3 ��tl � ' <n r N J/� I I J TE�i_fjlS �I���a��ieb.io��_ �� 1 I \ �, x.�a_ � ��';'�.s: ' ��,.;. �Gb�,3e.zi�Dl 1� LL I ' ' ��,ag5 �`��' �,,,-; � �'�'� p o� PONDING HT PONDING HT � O O l.4'J�'CDN "3d i x 5°•, � I /� t"' �°-' E � � Y I ;��ul�1.���_� R�1 s����x�+r���3'a�� 1 � �' \ \ s��•�s" � F�-o:� ,sa�ro,:�F�z.�� � �1���o �� STEEL OR FILTER FABRIC ROPe a Z � W � � �� �a _ax�,,� ,�� , � � 1�""'�,.^� � J =- /1� � � � � (� i I � i.�rr�c� i cri7��:<:s9_a- � I� WOOD POST ��ATTACH SECURELY �P�� va!�IFb) �-�-�s\� �r,�.:�,` t k+3 3, ,���� I` ;:,� . II �� v� ��sa1.a �"! x> �,lu .> � � � ( I _ s�.; � ' TO UPSTREAM e'(typical) � �� � V � �;,- � '� s 3 ,s,yd , � k �� 36" MAX SIDE OF POST ry� � / O � ��c;Ix���X�_\.. ✓E�,�' ��` � �:so�s '�sa �x�_�csi x:ai.r 1 � c7,�u'�� j.� � 1 Li� O Q � � �s <,-.s(z '�� +..�s-.�. �ii adh�� (,���✓ � ��,� � `\I` ia->j�' �..5,��.� l.:a.�� RUNOFF RUNOFF Swale _ J W r I ca�.�c�r�e k'.�, �I C il .7 ` � \, _ I ���av�.,_ � '���� \\ ' �.�! ��i�2 -1� �6 1 / I ��3.15 O � I� ��� 3��. `°/' � � I / � C x���` �` PERSPECTIVE � �� O �I, � �` i �� FIB�f7 OtL�(TYP) I � � 1 �� � � �� I� I \ 1 ��,2a 7 � /� : � - 3�,_ � ��� ,� � /,., + ='�x�_ Z Z 6" TO 9"MIN TEMPORARY COVER ON STOCK PILE � � � � � `� � ��„�I 'r r��� 2�OF�ET�O�1�IL I � � � 1�.., �: Cj�� �� �< �, � �� � Z � � � � I � . If,_- .%�/X , ,o_ ' r�^F. _u�'acl�s.��G -si �_ 1 � r' . � �� t/ o -o.. �„1 ! _ . N.T.S. �. ' � aA - 1� 1 , ' ,.���P _ �I I i.,e fi:{ I i�a siYt� � . " r�..e--.--i.:...-�,,�i.�-,�- < -124 C8\"-' �� �, `���/I��� � cm�e.as °car�1+ aa N 4�x6��TRENCH � GRAVEL O ' � � .-��{oaA3 9 � \ \ � I '�/ GUI�i ,.,I.1� I':.� II�T\ \/-�`�,,�I �� � I I � I 1, �I j� �,r � WITH COMPACTED � �Q Z � � , i � �_� _� 1 ., <`a+,�i �<�o.n= �_j�ll,ubs PROTECT STREET INLET PER DETAIL BACKFILL I � =�� I�I; - �- � �''��^'\\ �� i�:�.;� �� I � INSTALL SILT FENCE DOWNHILL OF GRADING AREA ���I�. � � � Z I � z sro.iv nais[ \ �;`c f ti.. I� � � I;,.,o�, ` ���\x\�\���g N z�41�`a=��° '' STANDARD DETAIL ALTERNATE DETAIL 0 � W n" Q � ' \ \S� 5 F Ni�" i 4�31 �E�CURB&GUTTER � � Q il �,�/ � �rl�, � \ ��;"�i'"�o��EL,��^ . TRENCH WITH NATIVE BACKFILL TRENCH WITH GRAVEL GRAVEL BAGS O �� C� � I ai�..�. �o.s': \\ ������q��.,� m �.�x. i x GRAVEL BAGS g STACKED 2 HIGH /� I s7�„ � �F i� n�li�3O�� GRAVEL BAGS(PEA 52E,CLEAN) L,V O � '1"' I�'�� �``��0'�"I � � �I,I I\�� I� , � SiACKED ONE HIGH W � i � �:�.1 �O� - AT WEIR OPENI=G I , i ' \; �* �e Slit fence Maintenance: W� � I � \ ` tl �`�"�*'+���,:rx^���y - Slit fence and filter barriers shall be inspected during and _ z Q � I j N ''� \�1 ' Irl�4Z I i immediately after each rainfall, and at least daily during prolonged F�ow_ � ,�� � � � ���'r`�-,r i rainfall. Any required repairs shall be made immediately. F��W �� � m�r" I - Should the fabric on a slit fence or filter barrier decom ose or (E)enrcH BASIN 'I �' C �Y" i �" � �i I, "I c��'v�i�l-� P - - C U .�c�' I, become ineffective during the time the fence or barrier is still I /�� � �� I I� �-+�� ""�' necessary, the fabric shall be replaced promptly. E PAVEMENT� ��Y1 �'-_��^`��- ����� I�%i.'c��c�� `,,,��}I,,.,,�� I - Sediment deposits shall be removed when depasits reach �� ���I� I (E)CATCH BASIN �� W l � � I � �I ��� �i�{ I approximately one- third the height of the barrier. � o� �° SILT BAG/FILTER � NJ � - Any sediment deposits remaining in place after the slit fence or � � TO BE REGULARLY MAINTAINED � I �'"`02 N� filter barrier is no longer required shall be dressed ta conform with TftAFFIC CONES � O I o I I I � I��<.,, the existing grade, prepared, and seeded. SECTION e-B , GRAPHIC SCALE � o �� - Silt buildups must be removed when bulges develop in the fence P�N EXISTING DRAINAGE INLET PROTECTION �; 20 0 10 20 4o eo � '� regardless of depth of deposition. N.T.S. � I ��x;:s.; �,<;�K�I, I I�� ��(li\ Revisions: � � � � �yss.or:\;+_s� I � 1-20 \j� I EROSION AND SEDIMENT CONTROL NOTES AND MEASURES ` ��-'' ```� '`I I� 1.The facilities shown on this Plan are designed to control Erosion 11.Reasonable care shall be taken when hauling any earth,sand,gravel,stone, and sediment during the rainy season,October 15 to April 15. debris,paper or any other substance over any public street,alley or other public Facilities are to be operable prior to October 1 of any year. Grading place.Should any blow,spill,or track over and upon said public or adjacent 50'MIN operations during the rainy season,which leave denuded slopes shall private property,immediately remedy shall occur. PRIVATE ROAD be protected with erosion control measures immediately following 7Z, Sanitary facilities shall be maintained on the site. SITE PLAN grading on the slopes. 2.This plan covers only the first winter following grading with 10. During the rainy season,all poved areas sholl be kept clear of earth material ' z assumed site conditions as shown on the Erosion Control Plan. and debris.The site shall be maintained so as to minimize sediment laden ���=2�� 500%MIRAFI(OR EQUAL) E Prior to September 15,the completion of site improvement shall be runoff to any storm drainage systems,including existing drainage swoles and ON EXISTING GROUND M PROVIDE APPROPRIATE TRANSITION evaluated and revisians made to this plan as necessary with the water courses. BETWEEN STABILIZED CONSTRUCTION a roval of the cit en ineer.Plans are to be resubmitted for cit QRpEESSIpN PROFILE PP Y 9 Y 13.Construction o erations shall be carried out in such a manner that erosion A ENTRANCE AND PUBLIC RIGHT-OF-WAY P � approval prior to September 1 of each subsequent year until site and water pollution will be minimized.State and local laws concerning pollution �`�� �0 Rq fy 50'MIN improvements are accepted by the city. � � �G � 3.Construction entrances shall be installed prior to commencement abatement shall be complied with. W � � of grading. All construction traffc entering onto the paved roads 14.Contractors shall provide dust control as required by the appropriate federal, � Z�R616 '° must cross the stabilized construction entranceways. state,and local agency requirements. i� No.C52724 �h �� 4 Contractor shall maintain stabilized entrance at each vehicle � EXISTING N PRIVATE ROAD � 13.With the opproval of the city inspector,erosion and sediment controls maybe ✓} �IVIL � GROUND �� a��ossublic tst eetsl shall beVremovedtsd.QAny�a�as redui�red ba t e removed after areas above them have been stabilized. 9lf OF CA����� �� P Y 9 Y 5.If hydroseeding is not used or or is not effectively 10/10, then MAINTENANCE NOTES 3"TO 5".AGGREGATE other immediate methods shall be implemented,such as Erosion 7.Maintenance is to be performed as fallows: WEDGE LOOSE STRAW PLAN control blankets,or a three-step application of: 1)seed,mulch, A.Repair damages caused by soil erosion or construction at the BETWEEN HAY BALES fertilizer 2)blown straw 3) tockifier and mulch. end of each working day. � Maintenance 6.Inlet protection sholl be installed at open inlets to prevent B.Swales shall be inspected periodically and maintained as needed. Date: 2 WOODEN STAKES OR -The entrance shall be maintained in a condition that will prevent sediment from entering the storm drain system. Inlets not used in C.Sediment traps,berms, ond swales ore to be inspected after 4�20�2015 STACKED HAY BALES REBAR PER HAY BALES(TYP) STAPLE AS REOUIRED tracking or flowing sediment onto public rights-of-way.This may conjunction with erosion control are to be blocked ta prevent entry each storm ond repairs made as needed. Scale:AS NOTED 12 MIL PLASTIC require periodic top dressing with additional stone as conditions oi sediment. A � A D.Sediment shall be removed and sediment tra s restored to its LINING demand,and repair and/or clevn out any measures used!a trap 7.Lots with houses under canstruction will not be hydroseeded P ROUGH WOODEN FRAME BINDING WIRE sediment. original dimensions when sediment has accumulated to a depth of PREPARED BY: -All sediment s dled,dro ed,washed,or tracked onto uhlic Erosion protection for each lot with a house under construction shall 12 MIL PLASTIC LINING STACKED HAY BALES(2) P PP P confirm to the T ical Lot Erosion Control Detail shown on this sheet. one foot. S.P. NATIVE MATERIAL rights-of-way shall be removed immediately. � �° - � � � -When necessary,wheels sholl be cleaned to remove sediment 8. This erosion and sediment control plan may not cover all the E.Sediment�emoved from t�ap shall be deposited in a suitable CHECKED BY: � REUSABLE ROUGH VJEIGHT IN CORNERS prior to entronce onto public rights-of-way.This shall be done at situations that may arise during construction due to unanticipated a�ea and in such a manner thot it will not erode. WOODEN FRAME S.R. an area stabilized with crushed stone,which drains into an field conditions.Variations and additions may be made to this plan F.Rills and gullies must be repoired. Job j/: , approved sediment trap or sediment basin. in the field. Notify the city�epresentative of ony field changes. 2. All existing drainage inlets on St. George Lane within the limit of the project 214106 STABILIZED CONSTRUCTION ENTRANCE 9.This plan is infended to be used (or interim erosion and sediment co�trol , shall be rotecled with sand ba s durin constructian.See WEICHT IN CORNERS P 9 9 � PLAN SECTI� only and is not to be used for final elevations or permanent improvements. detail.Sand bag inlet proteclion shall be cleaned out whenever sediment Sheet: NOT TO SCALE (TO BE MAINTAINED) 10.Controctor shall be responsible(or monitoring erosion and sediment depth is one half the height of one sand bog. 4 �F 5 CONCRETE WASHOUT AREA control prior,during,and after storm events. 3.Existing concrete ditch sediment trap shall be cleaned out routinely during construction. C�q, N.T.S. . sMP .��.,_ _ 450 � - FlRST FLOOR , 45o EARTHWORK TABLE ,.� -� �-- . I � FF 447.0 � I. FILL (CY) CUT (CY) IMPORT(CY) EXPORT (CY) _j. ITW 447.15 �441.5 • �3- � � i BW 440.65 BW 441.0 . i I gUILDING 0 982.32 440 � � - - � --=-�--,-�44o ENGINEERS FG 436.0 � 6ASE ENT G�Rnr€ �FG 435.6 R 438.67 � I TOS 435.90 I FF 437A � SITE 22.94 306.93 CIVIL ENGINEERS FL 435.7 I � I PAD 435.33 I I GARAGE 0 75.33 LAND SURVEYORS 430 i I I 430 TOTAL 22.94 1364.58 0 1341.64 1534 cARoe LnNE LOS ALTOS,CA 94024 � � TEL: (650 941-8055 I o � FAX: (650)941-8755 � m 9 � NO TE: a Z Z a 1. EARTHWORK QUANTITIES ON THIS TABLE ARE FOR INFORMATION ONLY. 420 - - 42� CONTRACTORS ARE TO PERFORM THEIR OWN QUANTITY TAKE OFFS. oWNER/DEVELOPER: A-A SCALE H�1'=10' V�1'=10' 460� � SECUN�-FCOOR-I- - - 460 C�SMPI E GINOEERS�Z FF 457.0 � CIVIL ENGINEERS � � � 1 � FG 452.0 1W 448 5 I 450�- -� -- -BN1448-5 ----- FIRS�Fi00R-i I -- F�451.-4- I --f- I- 450 449.2 � 446. � I FF 447.0 I I � '� � O DRYWELL j I � TG 446.4 440 ----- ---- - INV 440-� --------- r------- --- - -- ------ -----I-440 � � BASEF�ENT---- I --1--- I I FF 437.0 � I W Q/ Z ' I I I I I i W (f� �,/ Q 9' PAD 435.33 9 � � � 430I ---� --- -- -�- �- - -�� �--- -- -- a I 430 � O O � Z Z� � W B-B � �� o Q SCALE V�1'=10' O J W � � Za� � a a � V � � �n �c� � 470 - - - - -- -� - - --- --470 Q /Jit� � z 1 "W � , � z� Qa ! � � � �z c� � 460 -- 1 --- I - F�8'1 -BrnNL4�.0- - - -- -- I 460 � �G � I FG 456.I I � W FL 457.8 I � I � Z� � � R 455.24 'R � � I � v 450 i - IRST-FC00{� � I 45� � FF 447.0 � � I O __GARAGE � 440 -- - 9ASEFAENi- gpSEF�EN 440 � FF 437.0 FF 437.0 I I I DRIVEWAY DWY 43 07 I + TOS 436.0 �TOS 435. � 1 i -I Z� i II � Z �a 3 Revisions: 430 I - - 4 0 C-C SCALE H�1'=10' V�1'=10' Q�tpFESSIpNq� 47o I I -- ---,- ---- � --�- � �47o z3`���� Aj9`�^yc I I �462.0 I I T �I � ZocawEs�fi� ,��o I � BW 456.5 * No.csz7za �h I � I � sl,yl �IVI� �tiQ I � I 460�- r -- --�----- ----�--- ---- --SECOND-FC0012-- -'-- - - . ----- ,460 'g r.-.� �y ,�]�t,'.a, f OF CAl\�� iFL 461.38 I FG 456.5 I �-I ----- i FF 457.0 � I � � i------ i ���9���W����:l4+bl��i E 8 �P�'�'����� I I I � � I I p (� s� � � � I '� �I�� �''l���I�tC,����� i I i � i I I � Date: 450- --I------;-- --------- ---- ------ -- FIRSTFL00 -- ----------- ----- -- ----- 450 ,am�,c�.�,.. � ! �g � i � I i � i IFF 447.0 � TOS 446.0 I I � I i �i���`,��`�1 E 1�r� � °� � y' � s� Scale:/20�2015 I � d,o 661 6mP � I I � � I PN 437.5 � ! 1 6 � 1��=10� II I ------ -----------I ---BASEMENT---- -I FG 452.0- W 455 Bl I �g�_�� � �p.a' � � 'a��`��� PREPARED BY: I I i � 6/(SEMENT--I---- I I � 196 DWY�436.88 i �s��������4:4 i-----`-------'--------�---- � 8' TC_437.39_ a S.P. ------ ---� ---- , I 440 I- -- ------- ---- -,440 �► I I i � I I I I _� ' � - CHECKED BY: I I FF 437.0 i , i ����.. I � i I � � I I I I I FG 435.75 �i ORIVEWAY I j (C�s�Mana�er) � S.R. -- � I � i i � m � � �� � I � m � 435.69i i � i Job 214106 � � L- --- Z I ' -----I aso--- ' � - I ------ ----- ---------I-- -- ' -- - I ---�-- - ----�------ -I- -- -� -----I -------------- --�- � Z ' I I430 I ---- ---- --�- ------..------- ----- D_D Sheet: 50F5 SCALE H� 1'=10' � V�1'=10' �_� \ � /`� � 7 , �� LANDSCAPE NOTES Landscape ConVactor shall be responsible for the final grading and proper surface � drainage in all landscaped areas. � � � It is the ConVactors responslbility to assure the stebility of adjacent slopes, `m structures or paving during consWction. � Block Retaining Walls with � C � � w Steps and Walk-Materials, Contrador shall coordinate sleeving for low voltage lighting,fountain elecVical, y p S¢es,Number and location Irtigation system,and any other improvemenfs raquiring elecVicity. d � to be determined by Civil � � � Engfneer,Contractor& Finish grades shall be 6"below top ot foundadons at all dmes.Pitch per unifortn � C \ N Owner building codes. �� � Protect all existing trees and shrubs to remain during grading and drainage operations. ��ip O Fence oB ali Vees if necessary. a�L � '� Existing Tree to �L � '�, �y beRemoved,ryP. ABBREVIATIONS: ' �3 � ,� o Q ExisUng Tree to � N� � 'j"., Remain, � O 0� � � �YP• � � EX. EXISTING �c�0 '"' O EB ELECTRICAL BOX �0 2 ,� �/] � � o o ___ _ _ _ Elect. ELECTRICAL METER O� t� � �' � p� .n � typ. TYPICAL(Unless otherwise specifiedJ �� lv ,�p•„� n c �� � o p _ - - � p WM WATER METER �� � y �j � m �- -- -- = o c �r) � � o0 Groundcovers,typ. �' ` - - - --- �'� IT+ ~ �' F p � Simple 34°-42"handrafl -_ ` ' 4' k T s —E � See Planting Plan � o° See Detail Sheet L-4 - - e �� - -- o .�a .� � Screen Planting, e - _ _ _ See Planting Plan c�' o _ � -_� ._ - ,� 0 0 E h U F *"�o° 3'-4'Block Wall Terraces �� (a V o Seat Area Wfth Low Block ry�'��'o ° o c Wall and Pertneable Pavers `9 a New Patio �•� � � �` � � � or Decomposed Granite a° N t � U � a /�cC�„-.i�,.. � - ' - ' p �� '�"a' p �_.'. o -�"1.:,r:'.,;f-:�-_ - �_---__ O - ., ° p ° � C"d' � � � � Decom osedGraniteand f�-=1-"` r,��':`='�' - P , �....;_".. . � � a�N � Landscape Tie Steps and .�._m-'r�,..'`". - T_' o , >�S � 'v 0 Walk-14"Tread,6�_�. r.�-.` '3`'="_' - = � .��.���..;'.._..,. o L C � a Risers,Numberandlocation �:��_�.d<'•:•<•_ _ _- y.�-_m N to be detertnined by Civil `�-.�=..+�.�^=�.;��. - - ' �y Engineer 'o � � O - � o �y 0 ------ -- _-- -_ N w iC - ° PAVER DRIVEWAY �� � ' ' with STONE EDGING - -_ O .i�� _- _ o C N _ � � N _ C O _� _ A��� o O� Wood Screen/Fence for y c� - � Recycling bins E c - Md Pavers �n, W ' _ —y � : '' � a o ¢� y � = Various Boulders,buried o . Screen Plan6ng N U _ 1!3 depth in soll grade. o See Planting Plan U� � � - New Planling, o v O � U ___-_ See Planting Plan o Travertine Patio � �U - and Steps per o � .� - Archited ° � � � U� � ti.. - O � �" � C '- New Patio � c= ■� _'_ 3-4'high Block Wall, O spillig plenl 8 Planter with O� � � See photo,Details Shee � Q� ° O p 42"Block Retalning �� :�, y � o WalUPlanterw/cap �� � � �n �1 _ o o �c � V ____ o O Patio SeaBWallwlca1pin9 �� � - - Pots with Drainage ° �� o ' r � � and drip irrigation ° c N � - � 0 12'Sloping WalUCurb, y y- t _ -- _ - o A ximat ot T�W � stucco to match house 'y� - PP - _ es for U C'I � 36"Hand refl,wrought iron, ~a -- - n Tow O ° - o 0 0 o y o 0 o Installed to welght standards c ° --- - ° o ° per CA bullding code. �'�p ° C— o :�•..: ::.s '::..:•:, o �._ ''twc -,:,eowise�.,::_,:,. � Towas3a�emnownewrei mm w o '•S4,d-'No Movf`;:"' N a � _ __- eowaaa Steps-Flagstone d— � 14'Tread,6"Risers,See O c� � - - - - Details. �� Z 0 7 / � 5 µ� y 3 \ � -_-- --- _- o o - >_�. J � 5 ` •�E o -- = ` �- O �o;.� , a � _ _ _ - Entry Circle-Pavers wilh �v � Groun covers,typ. � 12"Sawcut Stone Edge _0 _ ,See Planting Plan __ -_ -___- ' _ - atS� a � - - - - _ - - � 7 ICO Q ° � , _- p _ Stone Walk,ryp. y y U 0 0 0 0 � C C � 0 0 0 ° U� ° o 0 o Q ° `p Ol a �y O a � Decomposed Granite and Varlous Boulders,buried C� dl Screen Plan6ng, Landscape Tfe Steps and 1/3 depth in soil grade, j� Block Walls w/ca N See Planting Plan P��YP• New Trees, Walk-14'Tread,6'-T tYP• p Q [[��jj gg �� 'y h J See Photo,Detafls Sheet. Sea Planling Plan Rfsers,Number and localion �p p,,� ��it�������a��G ���a �j tobedelertninedbyCivil L> �� �,�=�,�„e, — —a-�.�."� Englneer ~C DRAWN �fl �� ���e �g°�� �c ��BL�� �n����IY�P��!,�' �q�s:�,�a LD � E CHECKED D`�y r b%���� ���� / � v � ���,.-...-..�--^� �o LD �UjJ> DATE '' �`,�.�E°� - - o� anono�s �-�, .,.a,� V ,,,ap,�'���b�1�� � -�Q,� SCALE a �L'1 a '.,� ..s�� —__ aa .c.�.s�•^m.�.a��.��.��..�� W� �„_e.-0n �� �� JOB NO. — (CasE titi�nager) . W� SHEET �— W� NORTH �° L' 7 �,> SCALE:1/B"=1'-0" � Z g OF - SHEETS _` _ i� 1� � ��1 ,\ _. �� � � C`Y�••��,m e auw arm ( . _ �� �;� �� �, PLANTING NOTES: � ��� sr�i r o i ��•x�lwcn�ma� �.r e r.r.in�aaom ixa mrus ,m,r�,�, C'.0 v � .4.o � � u�+�m. 1.CONTRACTOR SHALL AAAEND SOIL WITH ORGANIC LANDSCAPE MIX,PER INDIVIDUAL PLANT• ����� ONOC '� 2.AFTER AMENDING SOIL,GRADE ALL AREAS SMOOTH WRH NO LOCALIZED DEPRESSION EXCEEDINC�Y2'.ALL AREAS � 4 w p ,�,� „�' �,�-�•�-,.a..� ��83� {� i � "'�""1 0 5 9 1� SHALL SURFACE DRAIN WITH 2°k MIN.SLOPE AWAY FROM BUILDING,PAVING,OR OTHER STRUCTURES. ¢ E'„ r ,' ,�� ....e��+�.r.....+.�+.��...... o �,�omw��•�� y u r8i"'�y k• "U ' t °O-�; � ,� P p,� �y`�S 1 ,�.� '� � ���..���,�--�_�_4��*�� ��° � 3.CONTRACTOR SHALL COORDINATEALL WORK WITH OTHERTRADES PRIORTO INSTALLATION. � � �2'.q��dk��48�'Aa.�.�'d'oA - -- ' '��; r�ma�eoe�r_-rwa � v g'3!�k ':�:�����j�;, = ��LL �''"OB16%B0°� ��p��} 4.ALL PIANTING AREAS SHALL BE BACKFILLED WITH TOPSOIL MIX,TO MEET PROPOSED GRADES.BACKFILL M�X ,� �� g6V� ���I@�����Ya�Q��� �-- ..- _ . _--- _ .��wm��'iwmun, y '���� � F0e1°"� SHALL C O N S I S T O F 2!3 N A TI V E SOIL MIXED WI T H 1 1 3 A ME N D E D S O I L. N i ;`i 4 �� cs-s:>.."r�v r mm Txw u�mom m.� _'.�T r���r._"_ � � 9 � A� :�,,,,,, '•s��.�'I ';���� 5,pLANT LOCATIONS ARE DIAGRAMMATIC AND WILL BE ADJUSTED IN THE FIELD BY THE LANDSCAPE DESIGNER � 1 � -_��JS�� �y��� _ � ,,,_ J����� „ � ��J- '�: weOh1- PRIORTO WSTALLATION. ��, f �� /,� �g"��'� �� r�� S H RU B P LANTI NG �����• 6.NO PLANTS SHALL BE PLANTED WITH ROOT BALLS IN A DRY CONDITION, y Q, � �� t, SHRUB PLANTING ON SL�PE a„ 7.C U T/L O OS E N SU RF A C E O F ROO T B A L L S O i E A C H P L A N T P RIORTOPLAPfT I N G. m 3��,.�i���Y���%; _ �.�� �fi= . SCALE:NTS �� �t S o� f.P+4 p �� 8.ALL NEWLY PLANTED MATERIAL SHALL BE WATERED BY�EEP SOAI4NG WITHIN THREE HOURS OF PLANTING. �s (/� %����'��r'���r) 6� ArbMa Zne 7 TREE PLANTING `� � 9.FINISH GRADE SHALL BE 3.5"BELOW TOP OF PAVING AND 9.5"BELOW TOP OF FOUNDATION TO ALLOW FOR 3" �g � LOW oi a SCALE:NTS Zne$ MULCH. �� � H c LOW 10.GROUND COVERS SHALL BE PLANTED EVENLY AND CONTINUOUSLY UNDER TREE AND SHRUB MASSES. �$ �c3 •C 11.ALL PLANTING AREAS SHALL RECEIVE A 2"MIN.DEPTH OF SLOPE STABILIZING MULCH. �c O � O � ��.-."�` / ` ! ` 12.INSTALL ALL TREES AND SHRU6S PER PLANTING DETAILS,THIS SHEET. 's� � a�� I�� \ qipH qrpH q�pH ,4rpH / Risa R� `'� ^ 13.PLANT QUANTITIES ARE PROVIDED AS AN AID TO THE CONTRACTOR.DESIGNER SHALL VERIFY ALL PLANT �E � �U)C� ����Launis Leunu \ ArpH � ArDH lvDH � QUANTITIES IN THE FIELD. y a � C O� �� nroH c� Leu�us I p , �� " 1 A BI 14.JAPANESE MAPLES SHALL BE PLANTED WITH DEEP HOLES,MOIST,RICH SOIL;AND BE PLACED ON SITE WITH THE $,'- 2 �� � t HELP OF THE DESIGNER BEFORE PLANTING. � ' I � Rsm �'" ��^ Fumea CeCon A�.S � . 1 � � � � � �� SeGr a edi �Gr 15.ALL PLANTS SHALL BE PLACED ON SITE WITH THE HELP OF THE DESIGNER FOR OPTIMUM SPACING AND DESIGN �'� H C �� ' � Se R O F a CO AESTHETICS PRIOR TO PLANTING. ur L � p I �P SeGr rrea � C � ' I I �S � ...�`` m 9t � D P�d R R �� aroH I 1fi.PRUNING OF EXISTING TREES TO BE PERFORMED UNDER THE SUPERVISION OF A CERTIFIED ARBORIST. .o E •y U F SaGf Gr I ds � .�v � _Rsm C C� C �°rree Cartea � �� d �� OAK C � laurus t OAKS tr A\ o , / � Lor mS CemS >� � O , N ePo i�B� A,� � � Lor orcea Lor rtea �d Comes Carrea o �� �� �] U�� \ SaGr o � — �� y x N C� f C \ � / � �� � � C� c � dS A � �.eun,s s� J �� � � C C\ r � AcBI / 1 �� � � C �C �Gr � � 1 Trl Zne 2 �� � � W° '� � �oW ��� PLANT LEGEND -�N � � Laurus C C O R �.T� � T Wo c c � � . . SYM BOTANICAL NAME ATER USE COMAtON NAME QTY SIZE COMMENiS f0,g � ° � � t$ r ahPa � "'^ �� � iREES ��` c I � Cu r t�uNs AcC� ACER aimatum'Crimson Queen' Low Ja anese Ma le-Red wee in 9a y;n Zne 6 i-eurus c c c �s � / � R AcY ACER viridus Low Ja.Ma le-Green laceleaf wee in 9a a�i'� � � � �, / _ ow o E� LOW AdS � o Ce� aee �a�Ns A o AGONIS'After Dark' Low Pu le Pe ermint Ydllow � 5 9a� �w � r C ° � � ghPB / ARBUTUS'Marina' Low Straw6e Tree 3 24°Box Multi Trunk a� � "��tis c c � 3 T . CeFP CERCIS Forest Pans Low Pu le leaf EQstern Redbud g 24 Box Naturol �i � c c � � T T l ��� CUPRESSUS sem ervirens'Stricta' Low Italian C ress 14 5 al �� // c � 2"Min.Slape Stabifaing M to be LAGERS1Ft�MIA'Natchei Low White Cra e M tle 1 15 Gal Multi Trunk ��a � ��� pplied in a�l Lendsrape Olea OLEA�Swan Hill� Loev Fruitless Olive Tree 5 Noturol �o � /� laurus // � SHRUBS.(iRASSES,PERENNIALS,GROUNDCOVERS Z �� � c .� --- �+� Alarb ALOE arborescens Low Aloe 3 5 al a m /�+p � � � ��„J �� ��� � . Ad5 ARCT05TAPHYL05 densiFlora'Sentinel' Native Sentinel Manzanita 6 5 0l 2 y \J A 1�eurua �� T LaNa ArDH ARCiOSTAPHYLOS Dr.Hurd Native Dr.Hurd Manzonita 9 5 al, y,,., �i � ° � � /� � � T T 1 �eun,s I C CARDf diwlsa Notive Berkele Sed e 80 4' ots � .1.+ � /� o�uc I T I CamS CAMELLEA sasan ua White Doves White Doves 5 readin Camellia 3 5 al � � �� c Furcxea � / . T Cean1P CEANOIHUS Yankee Point Native Yankee Point Ceanothus 12 1 al �$ � jtsums ° ° �a � T T e on A onc a Native Concha Ceonothus a d� � `�►�� c �� �� ciasu� � n e 2 _�suNs C CEANOTHUS loriosus porrectus Native Trailin Ceanothus 17 1 al Z c � � / �m - � � ne 5 ___, � � ��On _ I CisSun CISIUS Sunset Low Sunset Rockrose � � o� y fA � � 1 ° LQ�/ Correa CORREA'Dusk Bells' Low Dusk Pink Australiun Fucshia 16 5 al �o � I �� �sv LOW T co�, �u"'s Eu EUPHORBIA c.wulfenii Low Eu horbia 2 1 al °�� ceCon � � I I furcrea FURCREA to be determined Low FURCREA 7 1 al �Q� � ontc �/ w ero �p y-MU.siope Stabntzing Cu r �� �eo Gau GAURA lindheimeri'V�hite Butterflies' Low White Gauro 2 1 0l �� 6 GrCG GREVIILEA Coastal Gem Low NCN 23 1 0l v_i'= � unrs Mulch to be �e I..aurus . � � !� I Applied in all Landscape I Grewia GREWiA occidentalis NCN 2 5 al Es alier on Wall N� c c � /' cecon a � I A �� — Furaea - Laurus Lourus nobilis Saroto a Sweet Bo Hed e 43 5 al �c u , � LA s oec ow am avender al I O� � // �9P FP p a Cu r�_ T T Leurus I LoW a C°O � � 3 �� Cu r 1 e 2 I r 0 r ' Low a'o ' ' e 5 I a 5 � c c ° csP 6 - 011ie LEA'Lil Oilie Low warf Olive Shrub 6 5 al ayi� ° � '/ � ° � � I PBt ENNISETUM'Bunn Ta1s' Low unn Tals Grass 2 x 2 9 1 al �c� � � n ta`m'S PhCD PHORMIUM'Cream Deli ht' Low Cream Deli ht Flax 2 5 al. � z ` C � p C9P ��^� I I— — � ° �eNo EO R m T T PhPB I PhPB PHORMIUM'Platt's Black' Low Platt's Black Flax 3 5 0l. n.r�' \ on�e 1 Acel PHORMIUM'Dark Deli ht' Low Dark Deli ht Flax 6 5 al. j � Phod 1\ se _ I tnr T T 7 � teun,s ' RI n 'e ative i 3 I �n � � secr -- � O°�B '' �„ T � BT T I Rsm ROSI�ARINUS rostratus Low Trailin Rosema 28 1 al y E a C / C I s S h P 8 T L r L.or • T 7$ � T Ru RUBUS entalobus Low Strawberr I ox _ `/ \ Gr T T tpr o�� teuti u �w ,��o o �� ome I'� � T PB P P SaGr ALNA�Gracias' Native racias Gee in Sa e 19 1 al Su6-'Bees Bliss' ,�� �R \ 9eGr o o Ls Ls Ls � T T r 7 T Ph�` � � 9 � LB L8�N6 5 SALNA re ii assorted Low Assorted Gre o Salvia 4 1 al Berzerkele Hat Li s �� � opK seor c�ssun � r 1 r T T � � � Low 5D 1 gal ,�ro Z � �ssun � � ��c � Furcrea E„ te 8 � � . . Star Jasmine ° y m � \ anv� � e�n, � o� r G crcc ts �s AcC ���„S I Wo WOODWARDIA fimbriata Native Giant Chain Fem 7 1 al c c Ce ` � GrCG � � 1 $ 1 SeGr �g � � \ � SeG �� � �\."\: I �a Q CeanYP � 6rC Ls ��� � �s l.surus y Q 1 Cea CeanY GrCG �C' Ls ��'��' Le a Ii I CeanYP Gr PBT Ls � J � GrCG G ` f �s I Symbols �c OAKS r�'� CeanYP � � u � S Ls I9Y.• i e u n,s ------ Hydrozone U m I �uNg �u� � � �s � � H ydrozone/Valve number �a �surus ��� G r C G r c c G�r C G P ��� � I �� Zone�enot sted aHeg o are s lhat/will fL-� Leurus Leurus Launm Laurus � PhDd DRAWN �tR° �1H1S �eun,e �a � be deslgned and planted at a later phase. �.-. LBUNe �gUNB LBUNS Lg�Ne BT OfCQ GfCG �\ I W C LD ��� �9uN � T 011le Statement g m �`� T T I have complied with tha criterie oi the Weter Conservation In S a CHECKED Per crcc/ \ T � Lendscaping Ordinance and applied them for the e�cient use of U� LD ` � 01'a ` Zne 3 � T water in the Lends c a p e and Irti getlon Desi gn Plen. �m DATE Mo olea `�_r LQW � �'0 3/10/2015 W� ��_8�-0� �- � ne 4 Zne 1 sca�e _ LOW LOW �� JOB NO. �_ SHEEf W� NORTH ��° L' � �n> SCALE:1/6°=1'-0" � Z g OF - SHEEfS � L J� l � � � '_ V �� . # ������ � ��893 ^'L'_ � 8 ;�,; S`.Zyrw,>�r.t: �8 a ����-•---�–� 9 � ' ����y�p"�����:������ � . .__ � � � ��� �����6��'[���� -----�---- -- � � � ��� ��;;�������� ���� � �"`� � �� � IRRIGATION LEGEND _ ;,� . i ���.���R � � _ _ _ _.�= SYM MANUF, M❑DEL # DESCRIPTI�N �� � ��e ����� ��� �e°� �pE�' '� HZ7 (��$�Ibl�n��Q�� vn�ves s,� � Rainbird XC2-LF-075 qutomatic Inline Valve � vai.ve a Low Flow Kit `o�C In hox et grade � 3 ��y�x�t grad� HZ8 w/bui�t in Wye Filter (or equivalen� and 30 psl Pressure Regulator �p � C L 3 R °' V a l v e&H y d ro z o n e P a r a m e t e r �W V �� N ,.� —, � ._.�.,. — � �� O °''� �——.� \ f � / '7��� — _— ` •, Pepco Drip emitters:1 per shrub.4 per �m t/� N p. I ( i � y..�� �` � —"--�+� (or equivalenQ tree. (1 9Ph1 —E �Cn i \ \ Emitters to be barbed on both '�c. �, c O� � / " o ,� ,` f,.---� � 1 � � 1 ends.Bu g plu g at each end.See dia gram- �E � ��� � I I � = .�*' —`r \t t � ; .. . N Back Flow Preventer 1"Backflow Prevention Device (Wilkins 1-975x1 or equafj �W �. '� �� � � � ` ' ��, o o` -,�� f ,.�� at Mainline (location TBD} �� H c c� J � � � ^ � �' - � � c❑ ET Water HermitCrab Existing 24 Zone Automatic Controller �'.c � �U� ' o � Augmented with EvapotransplraUon and -`� E„ I I ! `•.�, � ~� � HYDROZONE 8�VALVE# weather based sensor technology by ET Water. �m � �', I 1 a .�, ;.. .._ � valve size , � , . s � � � '. � � �9pm >� � N� � � r j' - � �{ /i� , , � � -� �, r � � { IRRIGATION NOTES w.� � N�� n ~ � � f \ � � �' � ` ~r I IRRIGATION ZONES ARE DESIGNED TO DIVIDE DIFFERENT SUN/SHADE CONDITIONS 6 WATERING NEEDS S N 'C� �C� '� � -- � , I � I O N T O S E P A R A T E V A L V E S F O R O P T I M U M P L A N T H E A L T H,A N D W A T E R U S E. �� � J �� I 7 .. / �,,,,� THIS IRRIGATION SYSTEM IS DESIGNED TO OPERATE ON A STATIC PRESSURE OF 45 PSI MIN.TO �� � I , (� � � �o � 65 P51 MAX. �m o � o t r Z m 'Q / ' y! � � � Autometic ET Irrigation Controll�� I THE IRRIGATION SYSTEM IS TO BE INSTALLED IN CONFORMANCE WITH ALL LOCAL CODES. c o LoraUon To be detertnined by o u�+� � T H I S I R R I G A T I O N D E S I G N I S D I A G R A M M A T I C I N N A T U R E A N D D O E S N O T R E P R E S E N T A N E X A C T L A Y O U T. o�' HZ6 �� / `� THE CONTRACTOR SHALL MAKE MINOR ADJUSTMENTS IN HEAD,VALVE,AND PIPING LAYOUT. c� � . Pressure regulating VALVES 1,2, �y y In bpx at grade �c L 3 p �1� � � �•���,,,DB1�� \ LATERAL LINES TO BE SCHEDULE 40 PVC,AND HAVE 3/4"STUB UPS APPROXIMATELY EVERY 30 FEET TO �$. W 1 / / Ydilldns 1-97x1 berJdiaw Preven � TIE INTO.700 POLY VINYL 1/2"DRIP TU81NG. a� � 1° POC for 1"itrigation main system � � steticweter Pressura 5o psi I REMOTE CONTROL VALVES SHALL BE INSTALLED FLUSH WITH FINISH GRADE AND SHOULD BE INSTALLED �i „ " ' IN VALVE BOXES IN PLANTING AREAS ONLY. ?� �I � , ` I ALL ORNAMENTAL PLANTING BEDS TO BE IRRIGATED BY DRIP IRRIGATION,IN CONJUNCTION WITH A �� � Q // / �I WEATHER SATELLITE REGUTATED EVAPOTRANSPIRATION (El� BASED CONTROLLER. �V Z V �-- .G I �� / THIS IRRIGATION SYSTEM IS DESIGNED AND SHALL BE MAINTAINED TO OPERATE AT 70°lo MINIMUM '�i w O O `"� ' �� ■ � EFFICIENCY. 2 y � G // � r'' • �� � � � HZ2 � �� IRRIGATION TIMES SHALL BE LIMITED TO BETWEEN 8 PM AND 10 AM Q � � / / � t � �I THIS LANOSCAPE AND IRRIGATION SYSTEM SHALL BE REGULARLY MAINTAINED,AT LEAST Z� �C � � ' � �� /1/ 1 o �/ HZ'rJ F ne 2 L 2 1X/MONTHTO ENSURE THE STANDARDS OF THE SYSTEM'S DESIGN AND INSTALIATION CONTINUE TO BE MET. y�o G 3 � _H // ! ° ' C � / L 3 ��w ater MamGna I d�p � � I/ �lM1 ` mweterMeter DRIP IRRIGATION METHOD �� p� � // � , � °Irtigation Mainli �� 0 �1 / 1 I m��� �•E � I I �M�.�. . �1--- // (� I ( ' Sleeve,typ. I 1i4"700 poly vinyl tubing 1 gpm Emitter �� 1 b �--—i— � � � barbed on both ends y,e I /� �1 ` I �� o �� � � i I °Bug-P��g., �c� � ` � // \ 1'IrtlgaUon �.o Z � Ir c VALVES 4,5 � ° � �..���i leteral to driP� I =—� G�� 1 �� o In box at grade r 1 y typ• \ ~ — — — —I I II �"-�l\ ! � -'�``�e / � r", ;`91 S' Drip System PO I — — — �_T �� \ �r\ � ^ ' �.,.^,�/^ + :r+��� ...r'� `� ,�,"° +' 'ryp I _ — — — —�I—I I I-111—_ 1/2"700 poly vinyl tubing .�$ � � \ �� , 4 � � �. t � Slaeve,typ. Irrig.tubing stake _( — I—I I I— I I I— � `__/ j � p O OA O � o �a i r � I I — —U-Nail 12"OC � O i � I I I i o Mn, r`� � �� j .r' -111- °�'� \\�\ / 3 ,1 �„�� ( +� / I I I-I Q� � . � d m � 1 �L. �\ I � � ! � `� a $� � O ��„. i � o \ I IRRIGATION INFORMATION y Q � � ` ` OQ � Static Water Pressure 50 psi c a 1 + r-� � Flow ra te 30 gaV min y� � r _�J f � • / I ApplicaGon Rate .75 inchealhr �� � / �~ s��;�, � ( �eslgn operaUng pressure 30 psi Tor all vaA�esdstations �� I �� J r � � �' ` � I Esfimaled Total GPM's 45 gpm y—°m `��� � _..� Irtigatlon Schedule Scheduled by ET Waterweather based controller,and �� ��.✓ �_ �' I detertnined by elope,eolls,sun e�osure,plent�ypes m � '��` between 8pm and 10 am. W� ��p� � � �I Average Water Time 30 minlweek per znne(1 D min/3 dayslweei� �E CHEC�KED �,,� ' j HZ3 � � � � Statement �; DATE � \ . � I have complied with the aiteria of the Waler Coreervetion in p 9 3/16/2(115 \� L 3 Lendscaping Ordinance and applied them tor ihe efficient use oi �, HZ4 _ HZ 1 �r In the Landacape and IrttBation Dealgn Plen. W� �sca-0 L 3 L 3 ;� JOB NO. ^ W°� SHEET �— W� NORTH ��° L' 3 �n> SCALE:1/6'=1'-0' Z g OF - SHEETS /�`�� ---� � 1 �� � — _ �, _ �-�-- vi N � � a �.o � Capsfone:Bluestone,24"x 24" Recessed LED Lighl,TBD C � �"t'� �24^ Wrought Iron Handrail Zq" y — � � � �� ° Entry calumns: ' � � u . � 36"tall,20"x 20" � ,,., � � O N Stucco lo match house. T y _O � � � O -F� � � 4 Y.� �,?�' �F ,� . 36" Recessed Light.TBD 36 N Q � � 'N � � C ����+�'1y`„^,'.;,.`��.. ''� _�j TraveAineperArchitect �m � � L Q J"°y ff ,�t it t.� Hf Entry Terrace Sawcu�Blueslane Entry Terrace `p� � � � � •�''�.^'Yz'cz,_. e Allan Block Europa Abbey Blend �� � �� Q Capstone and Slep Tread V . � -:� Allan Block Europa Abby Blend �(C6 �� 3 - r_ SIDE A SIDE B � �� Step Riser(Wall block) �� � � � 3 a �c°� C U * � � Walk-Paver to match V� r� — � N Det 3 TERRACE ENTRY COLUMNS " � �° �` ►—� � � � � � � SCALE:1!2"=1'-0" o c � L-4 �� � �a� ° �a o-n v o� � o �' �@ Q o DET6 STEPS-Wall Block & Pavers �� � � ¢ �L � � L-4 Installed per Manufacturer's Engineering Specifications =N � � �; �� � ° ° 3 FT MIN SAWCUT FLAGSTONE� w_ J � ON CONC.LANDING� � � 34" � POST IN SLEEVE >� � � 0 � WALL PER LAYOUT IN CONC.CURB t0 CONFORM U � .1 TO CA BLDG CODE d C +' PLAN SHEET L-1 . ;F O) � N � SAWCUT FLAGSTONE 36 HANDRAIL, �� Q N STEPS 1.5"OUTSI�EDIAMETER. , p y X 3"MIN CLR. BLACK POWOERCOAT �� O NL G � 36" COLUMNS @ TOP �� OF STAIRS C y Retaining wall 3�. (6� 36" y.- C A 12"—� �= ,,:, y����€�"� V�� ;� '� �` �'y � WELDED ATTACHMENT E p W BOLTED INTO CONC.COLUMN BASE. 'O N � _ Allan Block Europa Abhey 81end HANDRAIL TO WITHSTAND 200 LB MIN LOAD. a� � �° Capslone and Step Tread •u� � � � 1 1' d�� �U � _h�'� �� W a � .�.� �5� o= � V � = � �� �:- �` DET2 HANDRAIL DETAIL �� z � � -����-�� L-4 Section Elevation SCALE:1l2�=,�-o�� �N � � �= C �U� LA+ O p W �U � n rir �; j� � � N y ,A '+ N p Y/ v DET5 RETAINING WALLS-Wall Block System o� o L-4 Installed per Manufacturer's Engineering Specifications � N•� N�. L� �a rn G'RISERS-BLUESTONE >.C LEDGESTONE VENEER � �� O'� '14"AVERAGE TREAD:MORTARED SAWCUT BLUESTONE SLAB ON CONCRETE �� � (N)MORTARED SAWCUT BWESTONE a p J 2 �,:-F �� � �s �r N .� DIN �L _ � ����.�� �s����� ��- �'� -- �-= a -- - - - - --- . >�, � �� �� ������C�� il4NOSINGBAR,TYP �.II�III=I . ?U Q �` I , (N)MORTARED SAWCUT BLUESTONE � •• —p � ��� �� ���� � ���P�� ON CONC.LANDING AND/OR WALK � 14� :� � � ., ••14I I II II �� W � ��� a:....;••-�.I I — _ � 'O?L�6^MG if • .. ;� �� #4 REBAR PER STRUCTURAL ?@ �,+ o � i. � ,�,�,,,�„r,�f0__ I, � , , , ,, ' �-I I I I I I I I ENGINEER a� � --_..._ � "' a� � y`� p ;��;� =111-III ' =111=111;� c c � ���=k I =111= _=111=� o ���9 9�� 9����T� - • � ' 1Ir �=111=111'�. 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