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Cupertino, CA 95014 Charities Housing Development Corp. Charles W. Davidson Co. Civil 255 W. Julian St. Ste. 200 11 .30.16 Site Plan 1 . 1400 Parkmoor Avenue suite 190 02 .23 .17 Conce tual Gradin and Draina e Plan 4.1 Site Area 24,446 SF (.56 Acre) San Jose CA 95126 San Jose, CA 95110 p g g T 408.491 . 7714 04.06.17 Resubmittal 1 � Grading and Drainage Plan 4. 2 T 408.491 . 7714 APN 375-07-001 Contact: Kathy Robinson Contact: Sue Dillon Stormwater Treatment Plan 4.3 Stormwater Treatment Plan 4.4 Email: krobinson@charitieshousing.org Email: sdillon@cwdco.com Units 18 Studios ,1 2-Bedroom Architectural Architect: Landscape Architect: Parking 19 Spaces (1 H/C), 10 Bicycle Studio E Architects Ivy Landscape Architects Site Plan A1 1947 Fern Street Suite 4 Level 2 A2.1 2258 First Avenue � Level 3 A2 2 Gross Building Gross Building Area: 12,996 SF San Diego CA 92101 San Diego, CA 92102 Square Footage (Includes exit balconies and private T 619.235.9262 T 619. 235.5360 Roof Plan A2.3 balconies Contact: Michael Vail � Contact: John Sheehan Elevations A3 Email: mvail@iv la.com Elevations A4 . Email: jsheehan@studioearchitects.com y Excluding Interior Unit Space: 4822 SF Perspective Views A5 Perspective Views A6 COVE R S H E ET Open Space A7 Materials Board A8 Landscape Landscape Plan L1 Design Exhibits E1 Design Exhibits E2 A R C H I T E C T S 2258 First Avenue San Diego California 92101 mail@studioearchitects.com T 619.235.9262 F 619.235.0522 EXISTI NG PARKI NG LOT � � � - � ,` - � � � EXISTI NG PLANTI NG AREA � � I I � � 19 � � � M � � 0 W � 18 � S W o � — — — — — — — — — — — — — — — — — — — — — — — — — — � — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — �— — � � � o ��' U V � 17 � � � o y � a� Q U � i I I ��I p o _ � 16 5 . � Z � o 4 3 2 1 G w �u m � � I I w > HC U � � � � o �� 15 6 � 6 Q z W a� � � � H U �� -- - � , • � 6 5 4 3 2 1 w �, p . . . . . .. � P � y � o 14 7 ' � H � > _ ' EI T . C � � � f � t� � � 8 0 • ❑ � o c� o c,� ;� : r. p '+� 13 ' � ' � � •� � T � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . E A V � � { r � U � - - - - - - - - - - - - - - - - - - - - - - - - - - , � O 12 g � � � � F F F � _ - , � � — — — — — — — — — — — — — � i � - , 11 10 � N � ; ; ; R ; R � = ; � � � � � ' ' ` ' � � � , , ; ; ` _ ;� _ ; Pro� ect 16111 � _ _ , _ L � � � � � � � � � � � � � � � � � � � � � � � � � � J L � � � � � � � � � � � � � J EXISTING MULTIFAMILY 11 .30.16 n KEY 02.23 .17 04.06.17 Resubmittal 1 � A. OFFICE M. 20' WIDE DRIVE B. LOUNGE N. BIORETENTION C. BREEZEWAY O. DRIVEWAY EASEMENT D. ENTRY PATIO P. PATHWAY E. LAUNDRY Q LOW WALL SCALE : 1 "= 10 ' 0 " F. SHARED PATIO I T T I I S G. PRIVATE PATIO/BALCONY - - S. PATH OF TRASH TRUCK TRAVEL H. ELEVATOR • � • T. ACCESSIBLE PATH OF TRAVEL I. MACH I N E ROO M U. B I KE RACKS 0 J. WATER H EATERS V. WASTE TRIO RECEPTACLE K. ELEC. CLOSET L. T RAS H Enclosure size: 8' 71/ x 15' 5" 132 SF S ITE PLAN Containers: - Garbage: (1 ) steel commercial bin 2 cubic yards � - Recyclables: (1 ) steel commercial bin 2 cubic yards - Organics: (2) plastic residential cart 96-gallon A R C H I T E C T S 2258 First Avenue San Diego California 92101 mail@studioearchitects.com T 619.235.9262 F 619.235.0522 1 � Q W U W o � � � � o ��' U VL � � � � y � � U � _ � o > W m > � °' a � W a� � F _ � c� � � y � �� A � � D O ; _ B G � �, � � — - - E r, � �� � . . B � T � r °� U � � � � � � Project 16111 � � � � 11 .30.16 02 .23 .17 KEY 04.�6.� � Resubmittal 1 � A. STAFF UNIT r1 B. STAIRS C. ELEC. ROOM D. MACHINE ROOM SCALE : 1 "= 10 ' 0 " E. ELEVATOR F. PRIVATE PATIO-BALCONY G. STU D I O U N IT LEVE L 2 • A R C H I T E C T S 2258 First Avenue San Diego California 92101 mail@studioearchitects.com T 619.235.9262 F 619.235.0522 1 � Q W U W o � � � � o ��' U V � � � � � y � � U � _ � o - W m > � a � D u� � �, A ; � U � - t/� � �� q C II ; _ O �, 6 tfl �% a . . —' r O 'L � � � � � � � � � � r T U � I .� � P ro j e ct 16111 I 11 .30.16 02.23 .17 �4.�6.17 Resubmittal 1 � KEY A. STAI RS 1�1 B ELEVATOR C STUDIO UNIT D PRIVATE PATIO-BALCONY SCALE: 1 "= 10 ' 0 " LEVEL 3 • A R C H I T E C T S 2258 First Avenue San Diego California 92101 mail@studioearchitects.com T 619.235.9262 F 619.235.0522 1 � Q W U � W o � � � � o ��' U V � � � � � y U � _ : � � Z � o W � a� m > � °' � �_ W � � � � ;:� � U .� D y � � � � 0 C fl � fl � fl � � OCC � � � � � � > _ A A � °' � B t� � � r o ��' � �� C � T � a, -� r T U ' � - � � � � � � '� �—'1 � � P r o j e c t 16111 I 11 .30.16 02 . 23 .17 �4.�6.17 Resubmittal 1 � KEY A. STAI RS 1�1 B ELEVATOR C WALL D U CTLESS S PLIT SYSTE M D FIRE ACCESS LADDER SCALE: 1 "= 10 ' 0 " ROOF PLAN • A R C H I T E C T S � 2258 First Avenue � � � Fiber Cement ` �� San Diego California 92101 Horizontal Siding ` Stucco Wall- Smooth Sand Finish �• Painted Metal �� mail@studioearchitects.com . Guardrails `, . � � T 619.235.9262 F 619.235.0522 I � . j - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ` � . / � 0�- - - - - - - - - - - - - - - - - - - - - . ` � � _ ._ . ,. ``�� � . /,� , -. 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I � � PARC E L MAP , ' � � � � ' � � ' � � � _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � , � '► BOOK 489 MAPS PG 53 � II I ' � 0 , � II ���,���������������� I , I I — — — — — — —�— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — T — — — — — � � II I � � > � � ; �� � � w �� ��f� ������� ������f� � � i � i .--I ����������+ ������������s� ������ �������s� � _ _ _ _ � _ _ _ ___—� � _ _ _ _ _ _ _ �—� _ _ � � � �� ������ ����, ���� ����, ���� – – – – – – – – � � �-�' —I I 0 � �l������ � � O �� 0 1������4 ��,��5 S�lD,���� ��,�3��S�l�.���1� �o � ACCES GATE 1 , � II ,�'a�t��u��1��� ��,��5��I�.�$�l� ��,��5��1�.���i� ALONG EASEMENT i � "� (����J�y���� � �� ��,3.jJ�,�]���t��� � PRIVATE DRIVE, PSE, & EVA o `ao � � ���� � �������,����-���_�������� OF ADJACENT h ° II PARCEL �.,� � d- �v � �'�R�C��.11�'������� � o ~� ° � ������ � ��°�����������°�� �a������� � ° � I..I.J �� �,������� � � �s o� a � �a 2 0'.� � o aI.� : � e` � �'�F��d�� �5' ��'������������f�'� O � I � V ��� ��a s��� �o 8.5' " ..� �,. === P� �. — � .4 ,' � p � ••' �= I27�� � s�1�� ��� �iJi � G .: ' •.v " : �_ ' .. v ' d �' ° —�_' I . .n.� � !..)�il���1 V V a`il��li , a •. •• ; ' ' ' • •:• • ''' ___ � � ' � '�����{��� � ������ . ., �� .� :. : � � o � o � o � o � o � o a. . .� �_ '� � �. w �°�L+�{3�4 � 5���' �� a � ° ====16 28 O �' ��4.1L�� L] a7y3�1 �� • . . i_=__W I b .. � . • • - - � � �+�f f J Yi� �i� (�,. �,' �) J}��J �+y}�y y + J+� }}►►■{► 1 /� T�/► T J+y.ryT ♦ M X Y % It % % X Y % R X 1[ % ■ ■ ■ % X X ■ X K M X % X X % If % It % �7 I I�SrO� .. 1 1 1 r l�i iFi}��i f'h/����� �1 A �����} �i�Tli ��l�W 3 i 'M i����i�i�'W�� ° PATIOS PATIOS PATIOS ° W }�, ) �J ]� Y �j J �y M % X X Y % M % M % % X 1t % It % l[ X ■ % R % 1[ % ■ M It % ■ X X M K M� . I �/�j���i■1�R i �������i��i] ��� i�iN �� ' % ■ ■ ■ % X X ■ M ■ ■ % X X Y % M % M % % X % % It % !t % ■ % R % X ,� ^ Q % % % % X Y % ■ % % X ■ % ■ % X X X M K ■ % X X Y ■ If % % % % X % • ■ % X X t ■ X X % Y ■ X I . /�lJ] }� J !!! 4,V�•1� .iY�N� 1� X ■ % ■ % X X Y X % % % % !t X ■ % ■ % % X ■ ■ ■ % ■ X X M k ■ X X � ■ % ■ % X % ■ M ■ % X X % p . � �,�IJ�'�ir �`���f�fY� T W fJ���I � 5.0 ^ o . . . . "„� . . . . . . . . . � � �^ 1�,�,�'c'f�'1�� - - - - - - - - - ' a VJ �i9l��.y�y y�r, X X % % X X % % % It % % X Y . C � ���L�ii��� � �GT � �������� �� I > � �-! �����11V� �.I��S: �IA��4TVT �fIV1�,3}�' A�'AR�1�7�1VT� � � � � � �o"�, �A�J1���,��; �}�� �� ��,���3 5� W ` � � � w �,.s�' L�1�I�aGA�'��F��� ��,T�� �'� �,B�� �� � m 0 � �t � � � w � o � � � � ' w I � � ' I � O , � z � I - - Q _ I— I —C� — _ I cv Q , �� ii � , LANDS OF STEVENS CREEK VILLAGE INC . N , � ~ 0 � � m � i i � � o - - 1--- - - - - - - - - - - - - � - - - - - - � o - - - - � - - - - - - - - � i i i i i �� � i i i i �� o� Revisions: Dote: 3-31-17 Job No.: 1937 �z CHARITIES HOUSING SITE PLAN ��- � � ��. S�o,e: >» = 20' Drawn By. S.Ko. �� � CHARITIES HOUSING A CALIFORNIA CORPORATION Sheet No: �� 1400 PARKMOOR AVE., 3150 CONSULTING ClVIL ENGINEERS o SAN JOSE CA 95126 255 W. JULIAN ST. #200 SAN ✓OSE, CA 95110-2406 �� Telephone:408-�o-s3„ 19160 STEVENS CREEK BOULEVARD TEL. (408) 295-9162 FAX (408) 993-1511 �� CUPER11N0, CALIFORNIA of sheets � 10 30 50 LEGEND 0 20 40 EXISTING PROPOSED DESCRIPTION GRAPHIC SCALE 1 = 20 - - PROPERTY LINE - - - - - - - - - - - - - - - - - - - - - - - - - - - - - CENTERLINE 100 CONTOUR - - - - CONCRETE CURB & GU7TER DEPRESSED CURB SOUND WALL VERTICAL CURB ❑ � V-12 CHRISTY DRAIN OR EQUAL - - - - - - - - - - - - - - - - - - - - - - - - - - - � � STANDARD HOODED INLET � � � � � POSITIVE RELEASE I I � FF 161.00 FlNISNED FLOOR ELEUATION � � I PAD 160.00 PAD ELEYATION � � I � TC 160.00 TOP OF CURB ELEYATION � I I FL 160.00 FLOW LINE ELEYATION I � I X160.00 X160.00 GRADE � � I S=.004> SLOPE � � � GB GRADE BREAK � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J I IW TOP OF WALL I II II A SECTION NAME �� i I FIRE DEPARTMEIVT NOTES 4.1 I � �� � I Camment?I: [�eview of this Developmental pro�osal is limited fo acceptability of site access aRcF I water supply as they pertain ta#ire depaxtment operations,and shaL�nae be construed as a PAVERS substitute for formal plan rewiew to determine compliance wikh adopted mndel codes.Pxior to - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - T - - - - - � � exiEoxmin �n war�Ckhea lxca�tshailmakea lrtcation#o,ax�drecexvefronn,kheSua�din � - - - - - - - - P � Y PP � PP � � � LANDSCAPE AREA DRA/N � � � o Uepartrnent all applicable construction permits. I N n � I� � � II I � BUBBLE UP I Q � I II � � � � Comment�2: �ire 5prinklers Required; Since ihe I'ire Department has a�reed tn the cnm�rnuzises I Q � N nuted herein,in urder to m�intain a minimally acreptable level oE life s�ifety,t�e Fire 5prin�ler • CLEAN OUT � - - - - I - � � - I - � I � o� II I System shall�e an NE=I'A l3 Light f[ay.ard 5�rstem. o - I o - _ _= - � - _ _ _ _ _ _ � _ - � I � W - - �Q � SDMH � II I Cornment�3� Fire Alarm System I�equired: P.s defined in the currently adopted edition nE C�FC Sec. - - � - - - - o . � 9(]7,as adopted and amended by ille CUPIvi� • S=.015> ° - O - � II SSMH '.,' � FL 100.34 GB-FL 100. 11 S=•01> < _• HP-FL 100.27 S=.005> 9. FL 99.81 � ° � � =j N lNV 96. 3 FL 99.91 GB N _ cv � lNV 94.72 /N ) � �' �, Comment�4: �IC{�Al'PAC{A�'CJS ACCESS ROAbS: the Pire Department has a�reed ln the � o � �9�' �5" RCP C� .0� 0 59'-10" PVC C� .0� e �, /NV 94.36 /N Eullow�ii�campr��mise;Aer�al Acress as ret�uired and def�ned in flYt SCCFD 5tandard Deta�1 and ;;::.. .::..:.:.::..:......::::::::.. o u� , /N 97 64 /N 11 l� d E l Th 1 2o f d d f . -I�---- -::::::.-:.-:::.-:.:::.::- - ---------------- - - --- ,...................... , . . -- --- -------------- ------- ~-~-~- ir - - lNV 91.24f THRU Specification��vi nnt e req�iire nr t�is�rojec.t. e pro�ose� - oat roa is accep#e .(re er ta u > - ,, v � � GB-FL 99.49 I LP-FL :�9. F:�9 . 1 44'-10" Pl/C � .O 1 SCCFD A-1) �` � o°j, v' GB FL 99.70 FL 99.50-LP � HP-FL 99.86 �' �` � o S=.005> S=•�1> <S=.00 S=.005> S= 01> <S=.0 �. �: � . II a � Comment�5: Fire I}epartment (En&ine) Qriveway Turnazpund R�c�uired:the Fsre DePartrreeni ha5 � �'R� � �� °° f'� k a rreed to the Fallawin Y com rvmise;a turnar�,u�td as re uired ,�nc�deFined irt SCCFD SD&S A-1 wi�l n 16 -6 Pl/C C� .O 1 ° I ,� �^ �u � � - �' `� � o � o � lNV 98.77 .. I� o� not be reguirea. ii• �i 0 �q ° � � 45'-6" Pl/C � .O1 �, � F� ���. I 1 J � :e. 37�-6�� PVC @ .�� � _= P� " � ~ I Camment�h: Ground�addcr access: the Fire L7epartment has a;recd ic����c Ec�jlc>win�comprc�i�iise; '� . . s= � C�roiond I�dder res�ue fram seeonc�and third floor ro�u1s and ruof access 1vi11 ncrt be rec�uirec�in O S .��5 • �., a � � � •90 ��90 p � Q =�= I �. cv k thn�,c lo�atinns svhere the praperEy cannot accommodate ti�ich a��ess.A permanently fixed Iadder o �• � ,n ,. '.d " . .. ; a•• a �.:� �.•. o === � o � W wiil allo�.v enier�e�tcy access frarn the serand-story raof of the Lounge f Laundr}r ruoms.With the J '_. •° � � f� � 'I >' � climbing angEe of seventy five de�rees m�intained,an approximate 1Walkwra�r width along either side � � V Jrs-'�" PVC � . � . � � � p � p � O � O � O � O ° ___ a N U oF fhe buildir��shall be n�less than seven feet clear i�r tlro,se ureas r)1af crr��nccorlilr�or{care s�acli,s�erces. �O � I. ••; = 02 --- � Landsc��ping�hall nc���e allowed to interfere with the required access. CFC 5ec.503 and 1Q29 NFPA � `e. � . . �==�= 2,_6, P� o g� ���3zs��.�.i.�c�,r�t��h�.i.�,2 � � : , . . - - - a � �� � < � � �' � < . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . V• 8.38 � l V 9 � 4. „ . . . . . . x . . . . . . . . . . . . . . . x x . . . . . . . � Cnmznent�7: EM�IiG�NCI�IiESF�NDEI�AADI�C�VEIiAG6: �n�erge�zcq respander radio A3 � � , , ��,�. ,,,L.,�. .,�,,,���. „,�,�,. . . . 19'-6" Pl/C � .O1 /NV 9 95 /N�99-03 /NV 98.6 f-�' "�► .. .. .. � 0 cc�vera e in nc4v builciin 5 All nErv buildin 4 S�'l�ll�I"t��•e a raved radia co�era e ftyr emer ei7c� 4 . . . . . . . . . . : . . . . . . . . . . . . � . . . . . . . . . � � N k I g ���� ��`�' pp � � } � ° • • • • • • • • • • • �� �'�"� • • • • • " • " • • • 38-6" RCP � .O1 39'-6" RCP C� .O1 • •�• • "�"--" • " I � 0 0� W responders ivithin the b�iildin�based upon the existing cu��erage levels uf the publi�saFetyr • e . � ___ I x x x x x ■ x t r x r x ■ x ' ' .• --- --- -- -- --- . . . . . . . . . . . /�'VV 9 . oo co�nxnunica#io�systerns of the jurisdi�tian at tl�e exteriar o�kl�e bt+ildRas�.Tllis sec.tio�n s�a�� not $_. �,5� l N V 9 8.5 7 ° � I requirc imprtavcrncnt of ll7c exislin�public tiafcty com�nuni�afiof� svtifen�5. CFC 570.1 - - - - - - - - - � - � � Com�nenL#k: Construetinn 5ite Eire 5afety:1�11 conslruction siLes must co��Frly with aP�licable ❑ ❑ pruvisicros uf the C-FC:Chapter 33 and our 5tandard Dttai] ant�5pecificatiun 5��7.Pruvit�e � a�a��ro�riate nc�tatinns[�n subsecluent}?I��n submittals,as a�propriate to the proje�t.C�FC�['I��a.33 � � \ � � � C-nmmer�t�'}-Address�denkiAra6on. Ne��ti�and existin�buildin�s shall ha��e ap�roved address I I I1U171Y1EC5,buildin�nui�ibcrs c7r ap�?CC74rCCj��LSI��III�' 1C�EriE1llCall[ltl�}13CL'� 111��3{)S]Cl(7I1 Cll�t l5 plainly legible and vi4ihle from the street ar road fronting the property.These numbflrs shal]cuntrast I u��th th�ir background. w'here required b��khe fiXe code offic.A;�l,addxess n+�rnb�rs sl�sal]be provadeci in additional appro�ed 1c�caLions tv facilitate emergcncy response.Acidre5s numbers Sha]l be Arabic ilumbers or alphabeticaI letter5. Numbers shall be a minirrium af 4 inches(101.6�nm)hi�;h with a minimum strnke 1��idth of 0.5 inch (12.7 mm1. Where access is bp tneans of a private road and the hiiilding c�nnof bc��ic����cd Irom thc��hLic 3n��y,a mon�mcntr Pole or olhcr si�z�oe mcan��Shall b€ Comment�IO: KEY BOXES:Where required. Where access to or ivithin a structure or an area is I restricied becau5e nf secured npetiings or urherc immediate�eces5 i*�ne�e�;5ary Eor life5��in�nr firefi*hting purposes, the fire code afficia]is autharized to reyuire a kev b�x to be installed in.�n I appraved location. T�e key box shall be oE an approve�t�Fpe listed in accordan�e�,rith UL 1037, and Shall contain key=s to gaiti necessary access as required by the fire mde official. CFC Sec.506.I � - - - - - - - - I �� II � � NOTE.• APPLICANT/DEI/ELOPER/CONTRACTOR SHALL OBTAIN ENCROACHMENT PERMITS FROM a � BOTH THE CITY OF SUNNYI/ALE AND THE CITY OF CUPERTINO FOR SANITARY SEWER � �� � INSTALLATION lN THE PUBLIC Rl6HT-OF-WAY. �^ � �� NZ AZ o� �� \a Date: 3-31-17 Job No.: 1937 �- CONCEPTUAL GRADING AND DRAINAGE PLAN ��, � . �� Revisions: „ _ , z� CHARITIES HOUSING �- S�o,e: � _ 2o DrownBy. �.�. � ;= o� LANDS OF CHARITIES HOUSING A CALIFORNIA CORPORATION Sheet No: �0 1400 PARKMOOR AVENUE, SUITE �O CONSULTING ClVIL ENGINEERS � SAN JOSE CA 95126 255 W. JULIAN ST. #200 SAN ✓OSE, CA 95110-2406 �z Telephone: c�o8� �o-Ssoo 19160 STEVENS CREEK BLVD TEL. (408) 295-9162 FAX (408) 993-1511 . �� F�` ��� �-� P D of Sheets �- CUPERTINO, CALIFORNIA � P/c R/w R/w � P/L P/L � I � 5.0' 20.0' � m � 5.0' 20.0' 18.0' PARKING � � � � � 10.0' �10.0' 0.5' 10.0' � 10.0' , �5� rF 5;0 16.0 PARKIN� 24.0 16.0 PARKING � 0.5' 0.5' _ A.0 � �3.0 0.5 � — 12.0' I- 12.0' 0.5' _ A.C. � i � � <S=29 M/N. i S 12' M/N.� A.C. . — o M/N> MODIFIED TYPE i S=19' M/N.� ; MODIFIED TYPE A-1 I/ERT. CURB A.B. I/ALLEY GUTTER A-1 I/ERT. CURB MODIFIED� TYPE A.B. • �M00/F/ED DEPRESSED A-1 I/ERT. I CURB MODIFIED TYPE A-2 � A.B CURB & GUTTER TYPE A-1 I/ERT. CURB TYPE A-2 CURB & GUTTER SE CTION A2 - 2 0 PRI VA TE DRI VE SECTION A � - 20 ' DRIVE SECTION A3 N.T.S. R/W SITE 0.5' 6.0' 10' PARKING 10' LANDSCAPE wALK STRIP EASEMENT 0.5' � _T___ 1=== EX. CURB & GUITER SE C TION B > - EX S TE VENS CREEK B 0 UE VARD N.T.S. � � � � � 0 � �a �� �� �� o� Revisions: Date: 3-31-17 Job No.: 1937 Jz CHARITIES HOUSING GRADING AND DRAINAGE PLAN ��- � � ��. S�o,e: ��� = 20' Drawn By� �.�. �� . ���� LANDS OF CHARITIES HOUSING A CALIFORNIA CORPORATION 1400 PARKMOOR AVENUE, SUITE �O CONSULTING ClVIL ENGINEERS Sheet No: Q a SAN JOSE, C/�► 9J�26 255 W. ✓ULIAN ST. #200 SAN JOSE, CA 95110-2406 ■� TEL. (408) 295-9162 FAX (408) 993 1511 �� Telephone� (408) 550-8300 Pp of Sheets �_ Fe`'�� ��os� 550-s33s CUPERTINO, CALIFORNIA �� PRO✓ECT INFORMATION.• � i � I SOIL TYPES.• ALLU�IAL DEPOSITS CONSISTING OF CLAY, SANOS AND GRA�EL. � — — — — — — — — — — — — — — — — — — — — — — — — — — — — � I I I GROUND WATER DEPTH.• XX-XXX FEET BELOW THE GROUND SURFACE. �0 3o so I I I I I NAME OF RECEI�ING WATER BODY.• XXXXX GRAPHIC SCALE � � = 20 - - - - - - - - � - - - - - - -i - - - - - - - - - - - - - - - - - - - - - - T — �, 100 YEAR FL000 ELEI�ATION.• AE XXX' TO XXX' I � � � � LEGEND � � II o � n I I EXISTING PROPOSED DESCRIPTION POLLUTANTS AND POLLUTANT SOURCE AREAS.• - - PROPERTY LINE S T ORMWA TER LEGEND � _ _ _ _ _ � _ � � _ _ _ _ _ _ _ = i _ � i � CENTERLINE SEDIMENT ROADS, PARK/NG LOTS AND ROOFS - - - _ _ _ � �oo coNrouR THE MA/N COMPONENT OF TOTAL SUSPENDED SOLIDS (TSS), AND lS DETRIMENTAL TO W W � � � I - - - - CONCRETE CURB & GUTTER � LANOSCAPE AREA - � � � � � � � � � � DEPRESSED CURB AQUATIC LIFE. THEY ALSO TRANSPORT POLLUTANTS SUCH AS TRACE METAL, NUTRIENTS, W W � � � � � � � � � � � � o SOUND WALL AND HYDROCARBONS THAT ATTACH TO EACH PARTICLE. � ° e, �, VERTICAL CURB � ROOF AREA � - Q V-12 CHRISTY DRA/N L� <p � — — — -- —— -- —— -- —— -- -- — -- — -- —— -- —— -- —— — — -- � � STANDARD HOODED lN ORGANIC COMPOUNDS• AUTOMOTI�E FLUIDS, PESTICIDES AND FERTILIZERS � � POSITII/E RELEASE PRl1/,4TE DRIVE FF 161.00 FlNISHED FLOOR ELElG4TlON OR�ANIC COMPOUNDS OFTEN ATTACH TO SOIL PARTICLES ° � P,� �so.00 PAD ELEI/,4TlON ��'" �' �' �' �' �' �' �' �' �' `� �' � � � � � � � � � � � TC 160.00 TOP OF CURB ELEI/ATION � � � � � W � � � .� �. �. � � I �, fL 160.00 FLOW LINE ELEI/ATION NUTRIENTS• ORGANIC LITTER, FERTILIZERS, FOOD WASTE, SEWAGE AND SEDIMENT. � DRIVEWAYS �, � .� �, � �, o �, � xiso.00 xtso.00 GRADE � p �, S=.004> SLOPE NUTRIENTS INCLUDE NITRO�EN, PHOSPHORUS AND OTHER OR6ANlC COMPOUNOS. �, � -- �' �' ce GRADE BREAK EXCESS NUTRIENTS IMPACT CREEK HEALTH AND /MPA/R USE OF WATER lN WATER + + + � fF 1 .9 � '� � nv TOP OF WALL + + BIORETENTION ., ;, . o � ��90 �' ° L4 LANDSCAPE AREA SUPPLY SOURCES BY PROMOTING EXCESSI�E GROWTH OF ALGAE OR �EGETATION. � . � � � -�' � � � SA STREET AREA � o ' ...� • � O o O O ° __� � � - ,. . , PA PAI/ER AREA METALS• MOTOR �EHICLES, ROOFING AND CONSTRUCTION MATER/ALS AND CHEMICALS. � �' �'� �� � --- - �� � 2'-6 PV � A TRACE METALS SUCH AS COPPER, LEAD, CADMIUM, CHROMIUM, NICKEL AND Z/NC CAN � W � ' � � �' � �' � � � � � � � � SECTION NAME a x x ■ x ■ ■ ■ ■ ■ x x x x x x x x x ■ x z x ■ x ■ x x x x x 4.1 BE TOXIC TO AQUATIC ORGANISMS AND lN ACCUMULATED QUANTITIES CAN CONTAM/NATE ' ' ' ' " ' ' ' ' ' ' ' ' ' ' " ' ' ' ' ' ' ` ' " ' ' ' ' ' ' ' � � ■� ■ Kx e�x■ x�x■x■ ■���s.x K x xx_e.u.�■ ■ ■ �" y, �, .�, ,� � � I 0 ■ M % X % X X % % % % It % % % ■ % ■ % ■ % X X ■ X X % % M % . x x x x x x x x x ■ x ■ x a DRINKING WATER SUPPLIES . . . . . x . . . . . . . . . . . . . . . . . . . . . . . . � �. .� �. �, .� . ..�._. . ,�,�. . . I �, , �� x x x x x x ■ x x x z x Y x d ' y/ �L y/ �L y/ y/ y/ �I/ y/ �I/ J��y/ —�— d/——�f Z—� y/ � y/ �y/ � d/ J� � % ■ % % Y % % % % % % % X % � C BACTER/A & I/IRUSES• AN/MAL EXCREMENT (AREAS WHERE PETS ARE OFTEN WALKED), � � � � SANITARY 01/ERFLOW, AND TRASH HANDLING AREAS DUMPSTERS. I � ❑ ❑ BACTERIA & I�IRUSES MAY POSE PUBLIC HEALTH AND SAFETY CONCERNS lF THEY ARE I � o� PRESENT lN DRINKING WATER SOURCES. � � \ � 0/L & GREASE.• MOTOR I/EHICLES, FOOD SERI/lCE ESTABLISHMENTS AND FUELING STATIONS. I 0/L & GREASE ACT AS CARRIERS FOR HEAVY METALS AND CONTA/N HYDROCARBON I COMP80UNDS, WHICH EI/EN AT LOW CONCENTRATIONS MAY BE TOXIC TO AQUATIC ORGANISMS. STORMWATER TREATMENT SUMMARY � THE lNFILL SITE WILL BE DESIGNED TO M/N/MIZE THE DIRECTLY CONNECTED IMPERI/IOUS AREA (DCIA). THE DOWNSPOUTS WILL NOT BE DIRECTLY CONNECTED TO THE STORM SEWER SYSTEM AND WILL BE DIRECTED INTO THE LANDSCAPE AREAS. AS PER THE 509 RULE THE "INTERI/EN/NG PERI/IOUS AREAS RECEII/lNG RUNOFF (P) MUST BE AT LEAST ONE HALF THE SIZE OF IMPERI/IOUS SURFACE AREAS GENERATING RUNOFF (l). P > OR = �l.p Jo I. 7 � 5tarmwater Treatment AreasTable THE SITE lS lN THE HM /NCLUSION AREA. HOWEI/ER THE SITE CREATES AND/OR REPLACES Date: _ I 118116 I Areas <lAC OF IMPERI/IOUS AREA, THEREFORE HMP lS NOT REQUIRED. Nn.of'Uz�it s ]8 ' _ Tatal S itc � � AREA Descriptian Total Perviaus Area {P) Impervious Area [I} (P} (I} TCM Type af mitigation Pervious and Imperviaus SurFaees Comparison s�� I I❑ Area Perm. Paver Landscape Roaftop ParkinglPvt. Ori� Hardscape Pervious Impervious ID that will be used STANDARD L/D /S /NFEAS/BLE FOR TH/S S/TE DUE TO THE AMOUNT OF LANDSCAPE VS. Projcct Phxse�umber: (NIA,1,2,etc.) NIA Tatal Site(xeres}: Q.SS Z3892 � �5F) Area (5F} Area (5F} Area �5F} Area t5F} Area [5F} (SF) (SF} Tvtal Site Fxisting Im��er�ious Surfaces (square Tatal AreaofSite Disturbed � BuildinglPrivate IMPERI/IOUS AREA & THE SOIL TYPE PER CITY REQUIREMENTS. 474 [�.58 I 1 5,773 p 2,314 1,573 1,8Q3 1,Q83 2,314 4,459 1 Bioretention Feet}: {acres}: � Dnv�ILandscape j BuildinglPrivate THE SOILS HAI/E A SATURATION HYDRAULIC CONDUCTII/lTY (KSAT) THAT WILL NOT ALLOW � 2 17,2fl3 0 4,535 2,134 8,48� 2,053 4,535 12,668 2 Bioretentian ❑rivelLandscape lNFILTR,4TlON OF 809 OF THE ANNUAL RUNOFF, THEREFORE lNFILTRATION lS INFEASIBLE. Fxisting Conctitian afSite PropasedCqndition ofSite Area Disturbed � I Arca Dis turbe[I (+1-s q.fi.1 I Im rvious Surfaces +1-s .ft. Re xcerl 1 Ne►i 2 total ne►v � TDtalS 23,976 0 6,8�9 3,7�7 1D,�84 3,136 6,$�L9 17,127 THE POTENTIAL RA/NWATER CAPTURE AREA WAS CALCULATED. RnofRrea(s} a Q 3.7{}7 3,87G 3876 � I lT WAS DETERMINED THAT THE LANDSCAPE AREA /S LESS THAN 25 TIMES THE SIZE OF THE Pa,-king 0 D 0 a � � POTENTIAL RA/NWATER CAPTURE AREA. 5idcwalks, Patios, Di7�reways,etc. 0 Q 3,l36 3,1 l9 3l 19 � lT WAS DETERM/NED THAT NUMBER OF DWELLING UNITS PER IMPERI/IOUS ACRE WAS LESS THAN Sideu'alks (Piihlic j 474 �74 19a 19D GCr� I " Bay Area Stormwater Management Agencies Pssaciatian �BASMAA); 5tarf af the 5ource, Design Gurdance Manual F�r Sfarmwater Qualrty Profecfron {7999 Ea�.J,pg. 34. Streets (Private} p a �p,�74 �p,5$�, �p�$� � ** Per Chapter 2 (Sectian 2.3.1} of 5tormwater Control Handbook, Raadway Projects that add �ew sidewalk alang an existing roadway are exempt from the C3 requirements 120. � Tatal Imper►�ous Surfaces: 474 474 17,3�7 17,741 18Z1� I THEREFORE RA/NWATER HARI/ESTING lS INFEASIBLE. I Pervious Surfaces � i�ndsca�e Areas 24,791 f�.f349 Q 201 745[7 I THEREFORE, THE SITE WILL USE Bl0-RETENTION TO TREAT IMPERI/IOUS AREAS A RANGE OF Pc rv io ii s Pa v crs U U U 0 0 � I TREATMENT MEASURES MAY BE UTILIZED FOR THIS lNFILL SITE, INCLUDING BUT NOT LlMITED TO ��1ier Peivioiis Surfa�es (greez� root;etc.) Q Q 0 a 0 � Tatal Per��vus Surfaces: 24,791 G,$49 0 201 �oso B/0–RETENT/ON, AND SELF TREAT/NG AREAS Totxl Praposedl�r��erhaus Surfxces =Tata1 Pro�seciRe ::ced+ ilewIrnper��ious 5urfa�es: 17,731 � Flvw-Based Treatment Measures- Bioretention Tatal Yro sedPer�ious Surfaces =Total Yro sedRe ace�i+ NewYerrious Surfaces: 6,84g � THIS WILL MAXIMIZE THE OPPORTUNITY FOR THE RUNOFF TO BE CLEANED BEFORE lT ENTERS Tnt�l DisturhedAre�: 24.G30 j Drainage Area Bioretention Sizing THE COLLECTION SYSTEM. I Area TCM Descriptian 5izing 5urface Area SurFace Area Regulated Project: Any project that creates new andlor replaces (indi�idually or callec#ively} 10,000 square feet or mare of irrper�iaus surface area. � I❑ ID Tatal Total Pervious Impervious Factor Required Provided THESE MEASURES WILL BE MAINTA/NED BY A HOME OWNERS ASSOCIATION OR EQUAL. Additional data verifying the percent replacement of imper�ious surface area may E�e requested far any Regulated Praject that appears to�e subject ta I AC f� Sf Sf 4°/0 * Sf Sf Provisions C.3.b.ii.[1}�c)or C.3.b.ii.�1}{d}tcprnronly know n as "the 5a°Ifl Rule"}. � BuildinglPrivate "XXXXX XXXXX CALIFORN/A FLOOD IMPACT STUDY UPDATE", FINAL REPORT, ✓ANUARY XX, 2016 � A1 1 ❑rivelLands�ape 0.16 5,773 2,31�! 4,459 Q.a4� 178 24Q BY XXX & XXXX Faatnotes: � BuildinglPrivate 1 Proposed Replaced Irr�er�ious Surface: All irr4per�inus surfaces added to any area of#he site that was a pre�iously existing impervious surface. � A2 2 ❑ri�ILandscape �.39 17,203 4,535 '12,fiB$ Q.44Q 5�7 60� 2 R-oposed New Impervi�us Surfa�e: All impervinus surfaces added to any area af the site that was a pre�iously existing per�iaus surface. � "` Cal�ulations are hased an the 4°/o sizeing method MlTIGATION MEASURES � THE APPLICANT SHALL PLACE ALL STRUCTURAL PADS SO THAT THE LOWEST AD✓ACENT GRADE rn � �; TO EACH HOUSING STRUCTURE lS ABO�E THE BASE FLOOD ELEI�ATION. THE Hl6HEST BASE o FLODD ELEI�ATION ACROSS THE PROJECT SITE lS APPROXIMATELY 217.1 FEET NA�D \ �a �� (TO CON�ERT BASE FL000 ELEI�ATIONS PUBLISHED lN NG�029 TO NA�D, ADD 278 FEET.) ti^ � Z� . Revisions: Date: 3-31-17 Job No.: 1937 Jz CHARITIES HOUSING STORM WATER TREATMENT PLAN ��- � ��. S�o,e. ��� _ 20' Drown By �.�. �� A CALIFORNIA CORPORATION Sheet No: �� 1400 PARKMOOR AVENUE, �,� ,� LANDS OF CHARITIES HOUSING CONSULTING ClVIL ENGINEERS a SAN JOSE CA 95126 255 W. ✓ULIAN ST. #200 SAN JOSE, CA 95110-2406 TEL. (408) 295-9162 FAX (408) 993-1511 ■ �� Telephone: c�os� �o-a3oo 19160 STEVENS CREEK BLVD �� Fax� �408� 550-8339 CUPERTINO, CALIFORNIA P� of sheets INSTALL KRISTAR FLO�ARDO O�ERFLOW RISER WITH �RATE CHRISTY V12 CATCH BASIN INSER F/LTER 12'X12" DRAIN BOX OR APPROI/ED EQUAL. BIORETENTION AREA MA/NTENANCE PLAN OR EQUII/,4LENT 6" MlNIMUM � 12" MAXIMUM 1. OB✓ECTII/ES ABOI/E LOW POINT OF PLANTING AREA INSTALL DRAIN INLET MARKER 'iV0 DUMPING THE PRINCIPAL MA/NTENANCE OB✓ECTI�E lS TO PREI/ENT SEDIMENT BUILDUP AND CLOGGING, WHICH REDUCES POLLUTANT REMO�AL EFFICIENCY AND MAY LEAD TO BIORETENTION AREA CLEANOUT WITH CAP AT FIN. GRADE FLOWS TO CREEK" FAILURE. OR 01/ERFLOW DRAIN 6" AB01/E FIN. GRADE 6" MlN � Z ROUTINE MA/NTENANCE ACTII/lTIES � POUNDING ROUTINE MA/NTENANCE ACTII/lTIES, AND THE FREQUENCY AT WHICH THEY WILL BE CONDUCTED: � �, Z 1 REM01/E OBSTRUCTIONS, DEBRIS AND TRASH FROM BIORETENTION AREA AND DISPOSE OF PROPERLY. MONTHLY, OR AS NEEDED AfTER STORM EYENTS 22 /NSPECT BIORETENTION AREA TO ENSURE THAT lT ORAINS BETWEEN STORMS AND WITHIN FlI/E DAYS AfTER RAINFALL. MONTHLY, OR AS NEEDED AFTER STORM EI/ENTS 1.5' MIN. Bl0-TREATMENT 23 /NSPECT INLETS FOR CHANNELS, SOIL EXPOSURE OR OTHER EYIDENCE OF EROSION. CLEAR OBSTRUCTIONS AND REM01/E SEDIMENT. MONTHLY, OR AS NEEDED AFTER STORM EI/ENTS SOIL MlX (BSM) PER SPECS 24 REMO�E AND REPLACE ALL DEAD AND DISEASED �EGETATION. TWICE A YEAR. DO NOT MECHANICALLY COMPACr 25 MAINTA/N I/EGETATION AND THE lRRIGATION SYSTEM. PRUNE AND WEED TO KEEP BIORETENTION AREA NEAT AND ORDERLY lN APPEARANCE. BEFORE WET SEASON BEGINS, OR AS NEEDED. " r2�� 2.6 CHECK THAT MULCH lS AT APPROPRIATE DEPTH 3 /NCHES PER SOIL SPECIFICATIONS AND REPLENISH AS NECESSARY BEFORE WET SEASON BEGINS MONTHLY. 4 MlN ( � � t � _____= 12" MlN CLASS ll PERM ROCK PER CAL TRANS SPECIFICATIONS Z 7 /NSPECT BIORETENTION AREA USING THE ATTACHED INSPECTION CHECKLIST. MONTHL Y, OR AFTER LAR6E STORM EI/ENTS, AND AFTER REM01/AL OF ACCUMULATED DEBRIS OR MATER/AL. � (ROCK SECTION TO INCREASE WITH SLOPE OF PIPE) 6„ , . _ _ �, : : _ _ } 3. PROHIBITIONS THE USE OF PESTICIDES AND QUICK RELEASE FERTILIZERS SHALL BE M/N/M/ZED, AND THE PR/NCIPLES OF INTEGRATED PEST MANAGEMENT (lPM) FOLLOWED: 4" DIA. PERFORATED OR SLOTTED SLOPED DRAIN TO STORM DRAIN 3.1 EMPLOY NON-CHEMICAL CONTROLS (BIOLOGICAL, PHYSICAL AND CULTURAL CONTROLS) BEFORE USING CHEMICALS TO TREAT A PEST PROBLEM. UNDERDRAIN (SLOPE 0.59� MlN) WITH NArll/E SOIL OR DISCHARGE 3.2 PRUNE PLANTS PROPERLY AND AT THE APPROPR/ATE TIME OF YEAR. PERFORATIONS DOWN. SEE PLAN FOR CONNECTION DO NOT COMPACT 3.3 PR01/lDE ADEQUATE lRRIGATION FOR LANDSCAPE PLANTS. DO NOT 01/ER WATER. TO STORM LINE & lNl/ERT ELEI/ATION 3.4 LlMIT FERTILIZER USE UNLESS SOIL TESTING lNDICATES A DEFICIENCY. SLOW-RELEASE OR ORGANIC FERTILIZER lS PREFERABLE. CHECK WITH MUNICIPALITY FOR SPECIFIC REQUIREMENTS. CROSS SECTION OF BIORETENTION AREA (SIDE I/IEW�. 3.5 PEST CONTROL SHOULD AI/0/D HARM/NG NON-TARGET ORGANISMS, OR NEGATII/ELY AFFECTING AlR AND WATER QUALITY AND PUBLIC HEALTH. APPLY CHEMICAL CONTROLS ONLY WHEN PER FIGURE 6-3 OF C3 HANDBOOK � MONITORING lNDICATES THAT PREI/ENTATl1/E AND NON-CHEMICAL METHODS ARE NOT KEEPING PESTS BELOW ACCEPTABLE LEI/ELS. WHEN PESTICIDES ARE REQUIRED, APPLY THE LEAST N.T S. TOXIC AND THE LEAST PERSISTENT PESTICIDE THAT WILL PR01/lDE ADEQUATE PEST CONTROL. DO NOT APPLY PESTICIDES ON A PRESCHEDULED BASIS. 3.6 SWEEP UP SPILLED FERTILIZER AND PESTICIDES. DO NOT WASH AWAY OR BURY SUCH SPILLS. 3.7 DO NOT O�ER APPLY PESTICIDE. SPRAY ONLY WHERE THE /NFESTATION EXISTS FOLLOW THE MANUFACTURER'S INSTRUCTIONS FOR MlXING AND APPLYING MATER/ALS 3.8 ONLY LICENSED, TRAINED PESTICIDE APPLICATORS SHALL APPLY PESTICIDES. 3.9 APPLY PESTICIDES AT THE APPROPRIATE TIME TO MAXIM/ZE THEIR EFFECTI�ENESS AND M/N/M/ZE THE LIKELIHOOD OF DISCHARGING PESTICIDES INTD RUNOFF. WITH THE EXCEPTION OF PRE-EMERGENT PESTICIDES, A�0/D APPLICATION lF RA/N lS EXPECTED. 3.10 UNWANTED/UNUSED PESTICIDES SHALL BE DISPOSED AS HAZARDOUS WASTE. 4. I/ECTOR CONTROL � 4.1 OB✓ECTII/E.• TO PREYENT CONDITIONS WITHIN SWALES THAT ATTRACT AND/OR PROMOTE THE GROWTH OF DISEASE I/ECTORS, INCLUDIN� BUT NOT LlMITED TO MOSQUITOS, RODENTS, AND ��''�� FLIES ti\ �/ 4.2 MA/NTENANCE ACTII/lTIES FOR I/ECTOR CONTROL �� � 4.2.1 /NSPECTIONS.• REGULAR /NSPECTIONS WILL DETERM/NE lF SWALES HA�E POOLS OF STANDING WATER OR DEBRIS ACCUMULATION. INSPECTIONS WILL BE CONDUCTED PRIOR TD THE RA/NY �W SEASON, AfTER MAJOR STORM EI�ENTS, AND AT LEAST ONCE DURING THE DRY SEASON TO ASCERTA/N THAT STANDING WATER DRA/NS FROM THE SWALE WITHIN 5 DAYS: F� f 4.22 HOLES lN 6ROUND: ABATE POTENTIAL I/ECTORS BY FILLlN6 HOLES lN THE GROUND lN AND AROUND THE SWALE AND BY INSURlN6 THAT THERE ARE NO AREAS WHERE WATER STANDS / LON6ER THAN 5 DAYS FOLLOWING A STORM. F��W 4.23 OTHER MA/NTENANCE ACTII/lTIES.• lF ANY OBSTRUCTIONS DEI/ELOP (E.G. DEBRIS ACCUMULATION, lNI/ASII/E I/EGETATION, CLOGGING OF OUTLETS AND/OR UNDER ORA/NS) WITHIN THE SWALE, APPROPRIATE MA/NTENANCE ACTII/lTIES SHALL BE /MPLEMENTED TO CORRECT THE OBSTRUCTION. REFER TO SECTION 3 FOR DETAILS ON SPECIFIC MA/NTENANCE ACTII/lTIES 4.3 MOSQUITO ABATEMENT.• THE AUTHORITY lN SANTA CLARA COUNTY lN CHARGE OF MOSQUITO ABATEMENT SHALL BE CONTACTED AS NEEDED FOR ASSISTANCE SHOULD ANY MOSQUITO ISSUES ARISE. MOSQUITO LAR�ICIDES SHOULD BE APPLIED ONLY WHEN ABSOLUTELY NECESSARY AND THEN ONLY BY A LICENSED PROFESSIONAL OR CONTRACTOR. 5. CORRESPONDENCE CORRESPONDENCE RE6ARDlNG OPERATIONS, INSPECTIONS AND MA/NTENANCE OF THE STORM WATER TREATMENT MEASURES WILL BE PR01/IDED TO THE CITY OF SAN ✓OSE'S ENI/IRONMENTAL SERI/ICES Dl1/lSION AS REQUIRED AND ACCORDING TO THE SCHEDULE OUTLINED /N THE OPERATIONS AND MAINTENANCE AGREEMENT. CURB OPENING N.T.S Bl0-RETEIV TION LA YO U T DETA lL S NOTES• !::�;Search� �����,������ 1. SPLASH BLOCKS SHALL BE LOCATED UNDER ALL . � ' ' ; � , BUILDING DOWNSPOUTS . . . • . . 2. SWALE SHALL RUN FROM SPLASH BLOCK AWAY FROM NDS #106 (OR EQUAL) � . � -. - . �� - � . � � . — 6 CLEANOUT .-=r�..'�'.+°wrwrMMn. . .Rn�wr_��..-riiY.=rr,�"i c�,..wr � S't``_;_`:. BUILDING TO AREA DRA/N. M/N. SWALE SLOPE 0.59� WHIBITOR. EMITTER WITH U.V. � � ''��7}�S�?B}O�I�S TYPICAL SWALE SLOPE 19'. NDS 1/4 BEND SEWER DRAIN NDS (OR EQUAL) 1/4 BEND , �f:.................................................................................. ELBOW. SEWER DRAIN ELBOW. :�ii� is i-��=�r�irained a+.vay rrom the wall �r.=: = COMPACTED TOPSOIL = COMPACTED TOPSOIL =1 I I=— = =1 I I=— - ;�din the stan�iin water can dama e rr� : =T=T=111=111=T =I - =T=T=111=111=T _I = � �� g g '=1TI=1 I I—I I I—I I I—I — '=1TI=1 I 1=1 I 1=1 I 1=1 — :.�ndatian or cause �amp basem�nt wal�s T=111=111-111=T T=111=111=111=T :terhouse Slash Blocks div?rt water awa�� � :;��� BUILDING `�' `1' � � VARIES�T—III=III—III—I VARIES�T—III—III—III—I � ; roundatiQn and help to prewerr :::•il ;°;-:.:;�..::� TT���—���—T 1/4" LEACH HOLE Ir ���—���—T —� �—� �—� �V �L �L Q SEWER & DRAIN PIPE SEWER & DRAIN PIPE _. :-.. ,.. . .. ,�i� . ,�. . .. . .::t�: �:..�. .� .:�_.��.�:�.:.� .:.'-,�.�� .:.�::.�.�;..:. � �":.i�..-i .iif.r:': = i . l.?f':-..�-�:: _.. � � . �L -.: �L �L �V �L �L � � � " ' ` DOWN SPOUT CRUSHED STONE DRY WELL ..,.,.. ,Splash�lack �L �V ;`; �L �L �L �L � l.s;:n�nsions:.......................................................................... SPLASH BLOCK -:;�,iors Availal�Et:: - . . , � � � � � � � V ^� '<Y": ¢ �s =.tir=:.iCs��l:: .- ...-- . .. . _. . . _. �/ �/ �/ � �/ �/ �V � �I►1 �I►� LANDSCAPE � v :�:: ■ :�:: ■ �L �/ �/ �/ �/ �/ �/ HII HII IECHNICAL SER5NCES IECHNICAL SER5N-CES tedi��dwro��wm tedi��dqro��wm `�' `�' `�' `�' `�' `�' TYPICAL POP-UP DRAINAGE EMITTER TYPICAL STORM DRAIN CLEANOUT `'' `'' `1. `'' `'' `1' `'' 'dQ � SENER h DRAIN PIPE N.T.S SENER h DRAIN PIPE N.T.S W W W W W W W W W � W W � W :..:.�...r.., :....:. ::�i:�.�:...:.. ..:.........::. �. .1_ecitications -- '..i•=_si�.._���e•:•s"c:P�er: =��r•:��•_crs >r�:,e;si,.:���s&Link� ' Cont3d l4 - PROPERTV L/NE 859�I��eland F.vEnua.��F��r�:6.�rc6ury; pC 177.01 SW,4LEC�1 o TVP. ;��-�t,--�I<<ir� F;x: +l?-26--452+ Er•:��I� nia_c+�r��n�r=t�rh_:�u=e.•=�r:�. PL./'IN �IEW � � SPLASH BLOCK /MA�E � � � � SPL�I SH BL 0 CK � �� Nrs �� �� o� Revisions: Date: 3-31-17 Job No.: 1937 Jz CHARITIES HOUSING STORM WATER TREATMENT PLAN ��- � � ��. REI/ISED: 2-4—�6 S�o,e: N.TS Drawn By� �.�. ?� REI/ISED: 5-9-16 ���� LANDS OF CHARITIES HOUSING A CALIFORNIA CORPORATION 1400 PARKMOOR AVENUE, SUITE �O CONSULTING ClVIL ENGINEERS Sheet No: o SAN JOSE, CA 95126 255 W. JULIAN ST. #200 SAN ✓OSE, CA 95110-2406 TEL. (408) 295-9162 FAX (408) 993-1511 ■ �� Telephone: c�� �o-a3oo 19160 STEVENS CREEK BLVD o_ Fax� �408� 550-8339 CUPER11N0, CALIFORNIA P� of sheets �� _ _ � — .. � �� f� . ,. � - � '� /.� l �� �y�� , � -�S� �� �r' Y` �} . F �r �i �� • � • , ��• ' , • f • � i �n. 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X : . � .��. .. , .�.. . � ' � �., �, ' _ _ I ., � � - O c . .,. ._ __ � � . _>.,. . _ . . . � ,.,: �. _. .., . ..�,_- — o — o 0 0 0 � o � o o C 7 _ . . . � . � o- o 0 0 0 � Q CUPERTINO WASTE TRIO' O > _ I STORMWATER TREATMENT BASIN GARDENING PATIO READING PATIO NEWEDEDCORATBIVE/METAL ENCE RECEPTACLES � I � � � RESIDENT CITRUS GARDEN (MIN. 15-GAL) __ _, _ . . . I t p ++ � EX. FENCE TO REMAIN T � � I I v i .- (6 L ' � °� U � 0 5 70 20 —_-_ —_. ___ - _ _ - — �I � CANDIDATE PLANT LEGEND NORTH SYMBOL BOTANICAL & COMMON NAME MIN. SIZE SYMBOL 80TANICAL & COMMON NAME MIN. SIZE SYMBOL BOTANICAL & COMMON NAME MIN. SIZE S��E,•=,o�-0• Project 16111 'HEART OF THE CiTY' STREET TREE - EAST STEVENS CREEK 24" BOX PERENNIALS, SUCCU�ENTS, SHRUBS, GROUNDCOVERS 1 GAL. WOODY SHRUBS 5 GAL. FRAXINUS UHDEI DIETES VEGETA CALLISTEMON 'LITTLE JOHN' � -EVERGREEN ASH O� -FORTNIGHT LILY -DWF BOTTLEBRUSH 1 RHAMNUS C. 'MOUND SAN BRUNO' OSMANTHUS FRAGRANS L-' -coFFEEeERRv -swEEr ouvE 11 .30.16 �,� GREVILLEA 'NOELLII� MYOPORUM 'PACIFICA' DODONEA V. PURPUREA OZ.Z3 .7J � -NOECS GREVILLEA -PACIFIC MYOPORUM -PURPLE HOP-BUSH PRUNUS C. 'BRIGHT N' TIGHT' BERBERIS SPP. AGAVE SPP. -CAROLINA LAUREL O4.OF).� � Resubmittal 1 FLOWERING ACCENT TREE 24" BOX -OREGON GRAPE VARIETIES -AGAVE ARBUTUS UNEDO MYRICA CALIFORNICA � LAGERSTROEMIA INDICA CASSIA LC-PTOPHYLLA LANTANA MONTEVIDENSIS SENECIO MANDRALISCAE -DWF. STRAWBERRY MADRONE -pACIFIC WAX MYRTLE -CRAPE MYRTLE -GOLD MEDALLION TREE -TRAILING LANTANA -BLUE CHALK STICKS ELAEAGNUS PUNGENS MYRTUS COMMUNIS ROBINIA 'PURPLE ROBE' PYRUS C. 'CHANTICLEER' ROSMARINUS SPP. SEDUM SPP. -SILVERDERRY -MYRTLE � -ROBINIA -FLOWERING PEAR -ROSEMARY -STONECROP VMES 5 GAL. SALVIA SPP. SISYRINCHIUM BELLUM PROJECT PERIMETER TREE 15 GAL -SAGE -BLUE EYED GRASS HARDENBERGIA VIOLACEA FICUS REPENS �`.� TRISTANIA CONFERTA ARBUTUS MARINA MUHLENBERGIA RIGENS pOLYSTICHYUM MUNITUM -LILAC VWE -CREEPING FIG ( . p -BRISBANE BOX -MADRONE -DEER GRASS -WESTERN SWORD FERN Y�""�� PITTOSPORUM 'SI�VER SHEEN' DO�ONEA V. 'PURPUREA' FESTUCA MAIREI -SILVER SHEEN KOHUHU -PURPLE HOPSEED -ATLAS FESCUE PARKING AREA TREE 24" BOX � U�MUS P. 'DRAKE' RHUS LANCEA STORMWATER TREATMENT BASIN PLANTS 1 GAL. -EVERGREEN ELM -AFRICAN SUMAC HELICTOTRICHON SEMPERVIRENS CAREX PRAEGRACILIS GE�AUSTRALANIFWILOW � -BLUE OAT GRASS -WESTERN MEADOW SEDGE CONCEPTUAL FESTUCA MAIREI FESTUCA O. GLAUCA SMALL ACCENT TREE 36" BOX -ATLAS FESCUE -BLUE FESCUE LANDSCAPE FESTUCA RUBRA CVS. CAREx PANSA PLAN CERCIS OCCIDENTA�IS CERCIS OCCIDENTALIS -RED FESCUE -CAUFORNIA MEADOW SEDGE -WESTERN REDBUD -WESTERN REDBUD L1