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Item 5 - 16212 Los Gatos BlvdTOWN OF LOS GATOS MEETING DATE: 08/20/2019 COUNCIL AGENDA REPORT ITEM NO: 5 DATE: August 15, 2019 TO: Mayor and Town Council FROM: Laurel Prevetti, Town Manager SUBJECT: Planned Development Application PD-17-002 and Negative Declaration ND- 19-002. Project Location: 16212 Los Gatos Boulevard. Property Owner/ Applicant: 16212 Los Gatos Blvd. LLC. Requesting approval of a Planned Development to re -zone two properties zoned CH to CH:PD to allow for construction of a new commercial building. APN 523-06-010 and -011 RECOMMENDATION: Adopt an ordinance amending the Zoning Ordinance effecting a zone change from CH to CH:PD at 16212 Los Gatos Boulevard that was introduced at the August 6, 2019 Town Council meeting. DISCUSSION: On August 6, 2019, the Council considered and voted to adopt the Negative Declaration and introduce the Planned Development Ordinance (Attachment 1) effecting a zone change from CH to CH:PD at 16212 Los Gatos Boulevard. The vote to introduce the Ordinance included modifications to the Development Plans to comply with the front setback requirements of the CH zone and to reduce the parking requirement by up to five spaces, included in the Ordinance as Performance Standard 2. The vote also included the addition of standards for architectural modifications and construction management, included as Performance Standards 5 and 102. If the Council adopts the Ordinance, it will become effective 30 days after it is adopted. Attachment: 1. Draft Planned Development Ordinance (32 pages) with Exhibit A Rezone Area (one page) and Exhibit B Development Plans, received May 30, 2019 (37 sheets) PREPARED BY: Ryan Safty Associate Planner Reviewed by: Town Manager, Assistant Town Manager, Town Attorney, and Finance Director 110 E. Main Street Los Gatos, CA 95030 • 406-354-6832 www.losgatosca.gov 16212 Los Gatos Boulevard TOWN OF LOS GATOS Application No. PD-17-002 A.P.N. #523-06-010 and 523-06-011 Change of zoning map amending the Town Zoning Ordinance. ® Zone Change From: CH To: CH:PD ❑ Prezoninq A Forwarded by Planning Commission Approved by Town Council Date: Clerk Administrator Mayor Date: Ord: EXHIBIT A This Page Intentionally Left Blank OS GA OS COMM RC A NEW COMMERCIAL BUILDING AND REMODEL OF EXISTING .- I 1 �-. .. { i ,' r., =ti i a' 1 L 1 1 fl 4. - ti �' '-4�� vi:,...,..„,, -1,. r II ti ~•� • - 1--2 NI, I, 'LAB -- . 1 1• Ia I �� R � 41 -;,..-. ,,,, '1 I x� T y 0 --- ' I �4 ' y ■_ • 1 ` •' 1 1 ir. f - riIP I _ '- • y. I..- S 1 e r'�11.1 3} L Lit el fir- 1� - r L� 1 i � T - • • . • 41( 4t. - -..- 7.,. " 1\ _ A _ J • - -• •: r �- -- 1 - - el .. . . a . 0 43 111112. ' ' % fl:L 3' , ju _a . 1 T a - t. + r , . 111.11 2-- - • • JI - =. ii. - '.1.111111111111111rat _ . . 9- I I - ' .,, • ;if . • _. e: _ . • - • mai"th - j•1 , i ' --re--1... • • 9- - - - - "1'3' s' E. 'I. '.'6M1.401r..,,milfto.s.: - - - _.:a4illik.l. _ _ _... . .- r -i ere - ---,-,~E -L L L R• ` - i ■ 1111-i - _ 11` _ - J 1� �L ��7 i1 - F 16212.. ...I ... GA OS BLVD•, LOS GA OS, CA ,.7„._.... .. . VICINITY MAP SHEET INDEX NOTES PROJECT TEAM ARCHITECTURAL FIRE SPRINKLERS SYSTEM WILL BE INSTALLED IN PROPOSED NEW BUILDING TO COMPLY WITH CODE REQUIREMENTS GEOTECHNICAL ENGR. OWNER Milstone Geotechnical 17020 Melody Lane Los Gatos, CA 95033,, Attn: Barry Milstone'' 5 p h: 408-353-5528 •• fx: 408-353-9690 SUSTAINABLE DEVELOPMENT email: bsm@milstonegeo.com d/b/a/ Los Gatos Boulevard, 17066 Melody Lane LANDSCAPE ARCHITECT Los Gatos, CA 95033 Design Focus Landscape Architecture and Construction phone: 408 655 2326 PO Box 485 e-mail: ScottPlautz@gmail.com Ben Lomond, CA 95005 Attn: Rebecca Dye ARCHITECT ph: 831 336 3100 Studio S Squared Architecture, email: rjd@designfocus.com 1000 S Winchester Blvd San Jose, CA 95128 TRAFFIC CONSULTANT Attn: Eugene H. Sakai, AIA, Hexagon Transportation Consultants, Inc. 4 North Second Street, Suite 400 ph: 408 998 0983 San Jose, California 95113 fx: 408 404 0144 Attn: Gary Black email: esakai@studios2arch.com ph: 408 971 6100 CIVIL ENGINEER BKF Engineers Civil Engineers, Land Surveyors, 1650 Technology Drive, San Jose, CA 95110 Attn: Isaac Kontorovsky, Project Manager Direct (408) 467-9187 Fax (408) 467-9199 �$ .:N ;T. LLC Inc. LEED AP Planners Suite 650 PE, QSD/P. Na ire - ,. s cer Oak - ii pO. - OF,) { f��aY 4„ � A0.0 COVER SHEET A0.3a EXTERIOR PERSPECTIVES A0.3b EXTERIOR PERSPECTIVES A0.3c EXTERIOR PERSPECTIVES A0.4a SOLAR STUDY JUNE 21ST A0.4b SOLAR STUDY DECEMBER 21ST A0.5 EXISTING BUILDING TO BE REMODELED A0.6 HILLSIDE VIEWS Al .0 SITE PLAN Al .0B OFFICIAL DEVELOPMENT PLAN A2.0 DEMO PLAN A2.1 FLOOR PLANS A3.0 SCHEMATIC ELEVATIONS & CROSS SECTIONS A3.1 SCHEMATIC ELEVATIONS & CROSS SECTIONS A3.2 ELEVATIONS A3.3 ELEVATIONS A3.4 ELEVATIONS A3.5 ELEVATIONS A3.6 EXISTING ELEVATIONS A5.0 SECTIONS CIVIL e glaa°°mIUIGI NI V4Whole roods x LJlecIn 0) , ,oyg°,,Sa,h��ks �o° 8 rater he1�516n� el L ° W �, �0.59°Ri IfliPdllf R� gloss°mlidl RaynwndJ Flsher;�,. Elementary Sch°°I MddeS°h nI - o a� �� ^A>,e„ 3 °4e .� AvF Shannon Ad ; m z a Shannon Rd i ,v,,,,16212 o .!. e Shannon y o- p�®Q g 4 , LnmaSt -i. 5 �a ,f r°AA;n9w„. ��"� �r�1m� o. 4.rw.6mantor H,�°°°k5ch: c;�,��F,,f SCOPE OF WORK REMODEL EXISTING ONE STORY 2,312 S.F. COMMERCIAL BUILDING, AND NEW CONSTRUCTION OF A 2 STORY COMMERCIAL BUILDING WITH 11,317 S.F, TOTALING 13,629 S.F. 58 PARKING STALLS ARE PROPOSED IN THE DEVELOPMENT. C-1 TITLE SHEET C-2 DEMOLITION & TREE REMOVAL PLAN C-3 SITE PLAN C-4 PRELIMINARY GRADING AND DRAINAGE PLAN C-5 PRELIMINARY UTILITY PLAN C-6 C-7 PRELIMINARY STORMWATER MNGMNT PLAN PRELIMINARY INTERIM EROSION CONTROL PLAN C-8 EROSION CONTROL DETAILS C-9 POLLUTION PREVENTION --IT'S PART OF THE PLAN C-10 TRUCK VEHICLE CIRCULATION C 1 1 FIRE ACCESS EXHIBIT LANDSCAPE PROJECT SUMMARY Assessor's Parcel' No. 523-06-011, 5 3-06-010 Zoning: CH Jurisdiction: Town of Los Gatos Type of Construction: TYPE V-B, SPRINKLERED Building Occ. Groups: Group B L1.1 LANDSCAPE PLAN L1.2 LANDSCAPE PLAN L2.1 LANDSCAPE DETAILS L2.2 LANDSCAPE DETAILS L3.1 PLANTING PLAN L3.2 PLANTING PLAN LIGHTING Max. Allowed Building Height: 35r-0' Proposed Building Height 291-11' Lot Area: 41 038,0 Existing Commercial Floor Area 2,312.0 Proposed First Floor 7,047,0 Proposed Second Floor 4,270.0 Total Gross HoorArea 13,629.0 Existing Lot Coverage Percentage 9,9 E1.1P PHOTOMETRIC PLAN Proposed Lot Coverage 9,359,0 Lot Coverage Percentage 22.8% z 0 U v I z 0 U NG APPROVAL ONLY --NOT FOR z z J a_ L_ 1000 S Winchester Blvd San Jose, CA 95128 P : (408) 998 - 0983 F : (408) 404 - 0144 PROJECT NO. 1 3-01 DRAWN BY Q JA & HC I 0 _ 0 _ 0 _ 0 _ o _ U _ DESCRIPTION PLANNING SUBMITTAL SET PLANNING RESUBMITTAL SET PLANNING RESUBMITTAL SET 2 PLANNING RESUBMITTAL SET 3 PLANNING RESUBMITTAL SET 4 PLANNING RESUBMITTAL SET 5 PLANNING RESUBMITTAL SET 6 PLANNING RESUBMITTAL SET 6--PW COMMENTS DATE 0 o 0 0 ao r0 0 0 - 02.09.2018 05.31.2018 10.15.2018 01.23.2019 04.12.2019 REVISION COVER SHEET C STUDIO S SQUARED ARCHITECTURE, INC. EXHIBIT B EXTERIOR PERSPECTIVE 3 EXTERIOR PERSPECTIVE 1 EXTERIOR PERSPECTIVE 4 EXTERIOR PERSPECTIVE 2 z 0 U v) z 0 U 0 0 z J z 0 J Q 0 a_ a_ V z z z J a_ O L 1000 S. Winchester Blvd. San Jose, CA 95113 P : (408) 998 - 0983 F : (408) 404 - 0144 ' PROJECT NO. 13-011 DRAWN BY —) Q JA&HC I OCU= _ _ _ DESCRIPTION PLANNING SUBMITTAL SET PLANNING RESUBMITTAL SET PLANNING RESUBMITTAL SET 2 PLANNING RESUBMITTAL SET 3 PLANNING RESUBMITTAL SET 4 PLANNING RESUBMITTAL SET 5 DATE I\ 0 N O — N O 0 N a0 — o O N. 0 Cl O — 02.09.2018 05.31.2018 00 0 N 4 O z 0 N > LU Ce EXTERIOR PERSPECTIVES © STUDIO S SQUARED ARCHITECTURE, INC. z 0 U v) z 0 U 0 LL 0 z J z 0 J 0 a_ a_ V z z z J a_ O L_ 1000 S. Winchester Blvd. San Jose, CA 95113 P : (408) 998 - 0983 F : (408) 404 - 0144 ' PROJECT NO. 13-011 DRAWN BY —) JA&HC I OCU_ = _ _ DESCRIPTION PLANNING SUBMITTAL SET PLANNING RESUBMITTAL SET PLANNING RESUBMITTAL SET 2 PLANNING RESUBMITTAL SET 3 PLANNING RESUBMITTAL SET 4 PLANNING RESUBMITTAL SET 5 DATE I\ 0 N O — N O 0 N a0 — o O N. 0 Cl O — 02.09.2018 05.31.2018 CO 0 N 4 O z 0 0, > LU Ce EXTERIOR PERSPECTIVES © STUDIO S SQUARED ARCHITECTURE, INC. z 0 U z 0 U 0 O z z 0 Q 0 0_ 0_ 0 z z z Q 0_ O u_ 1000 S. Winchester Blvd. San Jose, CA 95113 P : (408) 998 - 0983 F : (408) 404 - 0144 PROJECT NO. 13-01 1 DRAWN BY JA&HC _ _ _ _ DESCRIPTION PLANNING SUBMITTAL SET PLANNING RESUBMITTAL SET PLANNING RESUBMITTAL SET 2 PLANNING RESUBMITTAL SET 3 PLANNING RESUBMITTAL SET 4 PLANNING RESUBMITTAL SET 5 DATE 0 N O N O 08.18.2017 11.01.2017 02.09.2018 05.31.2018 co 0 N O REVISION EXTERIOR PERSPECTIVES © STUDIO S SQUARED ARCHITECTURE, INC. SOLAR STUDY JUNE 21 ST, 9:00 AM -- PERSPECTIVE 4 SOLAR STUDY JUNE 21 ST, 9:00 AM -- PERSPECTIVE 1 SOLAR STUDY JUNE 21 ST, 12:00 PM -- PERSPECTIVE 5 SOLAR STUDY JUNE 21 ST, 12:00 PM -- PERSPECTIVE 2 SOLAR STUDY JUNE 21 ST, 3:00 PM -- PERSPECTIVE 6 SOLAR STUDY JUNE 21 ST, 3:00 PM -- PERSPECTIVE 3 z 0 U z O U O O z z 0 Q 0 ce 0 0 O z z z a_ O L 1000 S. Winchester Blvd. San Jose, CA 95113 P : (408) 998 - 0983 F : (408) 404 - 0144 PROJECT NO. 13-01 1 DRAWN BY JA&HC _ _ _ _ DESCRIPTION PLANNING SUBMITTAL SET PLANNING RESUBMITTAL SET PLANNING RESUBMITTAL SET 2 PLANNING RESUBMITTAL SET 3 PLANNING RESUBMITTAL SET 4 PLANNING RESUBMITTAL SET 5 DATE 0 N O N O 08.18.2017 11.01.2017 02.09.2018 05.31.2018 co 0 N O REVISION SOLAR STUDY JUNE 21ST © STUDIO S SQUARED ARCHITECTURE, INC. t ....._.... _ . _ _ _ _ .. ........___.... ,„_,,...... __ _ di..., iiiii \/\/ ,--nrh _. . , ... , . . , 4,, , , ....,. ,, , , c I i -11i ' _ _ • , , _ - 4:"•,,,,,ar-L - r- 41 . 40. f 1 ti . , . . , 1; y.0 / [ti ....411111b.. 1 . s . _ _ _ 11 1• sail: ArffiZi , 1 ��I Y al .. :..� � y,----- --- - -- - ----- __ 1- - � rr aJ . r � I' LIIJI37; - 4 II 4 : 1 1r � �� ' � , �IIIP.'J'IL�1L�irJIJ '� i� IC-, \ _ _� AL AEI -mow" r 'ZZ itiM aair / '��`+,��'� 1'1', offal - - � se 1 ; � , by th 1' • , -\\\ ,i0; � � � � ' � _ ' , , , ,, . . _._ rII y ~ fr !_9-- T f IbAL NI• ilt Q I - } - -7 i ISA :1 ..4 • 11111c- S. , A , - _,:, , me ..,. SOLAR STUDY DECEMBER 21ST, 9:00 AM -- PERSPECTIVE - 4 SOLAR STUDY DECEMBER 21ST, 9:00 AM -- PERSPECTIVE - 1 • __v,..... ► _ 1 F r _ T �— yw' rt -- -' .. ' r&V 1-' �' + 1 .� ''liggit"---------i ` f + OM i f r p 1 • 4 i , f riff P-...k tj ` hi r�-. i NMI ---- ,_ ..,_ ____ ,t, L ti — _ — Per , ,-, \ ....,,,„,„ ....._ woo =4\ \ 1 ' if - ! in—Ci I. li -sue'-„-r�; ti 1 EfilliNill'i Pe Lan Egan nil d -____T1 8 ,J, . . • . i If / A/ciammiumummi _ iii Air - . - - -%- 1111m iL , 1 illr i . • , _fit. . ilk? ■, jr t --• . ._ SOLAR STUDY DECEMBER 21ST, 12:00 PM -- PERSPECTIVE - 5 SOLAR STUDY DECEMBER 21ST, 12:00 PM -- PERSPECTIVE - 2 / . . , . iiii • i . ., 06‘.1i rAigirr-AB: —CT 1 , - i ' ' . 0 . 0--) ..-- - t) /60 { .. . . - ler ,f.„,,: , • g - ....-- -.„ r . ' Pity . - . •-• 4.1 .1 f . 1 ,- zit , A .. W ,,. • ikfr . k,vfl ffzzi - i k II :- Ill r----.11_ _ L--- -13 / 1N- !pti ---\ \ i OrDIAlilaillid 1 II .. • ik ‘, , IIMMIA i ° i , ' , i • ,. __, _ r 7 . I / -. 1 -4 - T ihi ,, , .n. m _________________ , // ,,,,;( , / 7 _ ..., mm .... _____ _ ___ _,L .. , , , _.„• I _ . I - III - _ _ !"--------,,,.--- - a r . . . ......• SOLAR STUDY DECEMBER 21ST, 3:00 PM -- PERSPECTIVE - 6 SOLAR STUDY DECEMBER 21ST, 3:00 PM -- PERSPECTIVE - 3 z 0 U V) Z 0 U I..L 0 0 Z J Z 0 J 0 I..L a_ a_ V Z Z Z J a_ O L 1000 S. Winchester Blvd. San Jose, CA 95113 P : (408) 998 - 0983 F : (408) 404 - 0144 PROJECT NO. 13-011 DRAWN BY JA&HC I U _ U _ U _ U _ DESCRIPTION PLANNING SUBMITTAL SET PLANNING RESUBMITTAL SET PLANNING RESUBMITTAL SET 2 PLANNING RESUBMITTAL SET 3 PLANNING RESUBMITTAL SET 4 PLANNING RESUBMITTAL SET 5 DATE 5 O N. O 08.18.2017 0 O — 02.09.2018 05.31.2018 w 0 O REVISION SOLAR STUDY DECEMBER 21ST © STUDIO S SQUARED ARCHITECTURE, INC. FRONT -LEFT VIEW • .�_ . .': Ali - y EXISTING BUILDING TO BE REMODELED - PHOTOS - 1 FRONT VIEW • Roe ' ' y y " • _-- " _ [7. :._ " Z� i ` aye 4 • 'J 3 , �r - i r; t` � 1 .: S. Y='Vvi\ - - EXISTING BUILDING TO BE REMODELED - PHOTOS - 2 RIGHT SIDE VIEW K I. - �• - .•y r�l f ,� It _ p r-� A * S% r t r r i• S. tiar , f• _ 7.. fi_ , 'r • ; `1 . •f � . M1 4 1 .• f i ' 4 -A r. ` - `.+y., '+,.%. , - r •" S• r • .'i ..I'LL J r 'r Y ,j '{1�� -. _ �y4� --_ F.71` '• •%i - �' R_` {� Y� i+.i'%p � rp r r • r ., • - j�- LL �jy.• r ... - : b._ i _ _r� r� -5 - .i Ci a. I _ IS _ 1'= 1,�i +Y•'�. .4K ti' - _ ~� - --• - .- EXISTING BUILDING TO BE REMODELED - PHOTOS - 3 • r- '7/ l8 ! Elhicai Appmac' Electric Vehicle Cent - l� SL +i •EJ +s Blvd _ 4.. ir, ti - ut : �"• 4 ire- { / EXISTING BUILDING TO BE REMODELED - ROOF PHOTO - 4 z 0 U v) z 0 U 0 O Z I J z 0 J 0 LL a_ a_ 0 z z z nJ 0 I..f O u_ 1000 S Winchester Blvd San Jose, CA 95128 P : (408) 998 - 0983 F : (408) 404 - 0144 CODiNIERCIAL LOS GATOS J W 0 0 W 0 z z CD r 6212 LOS GATOS BLVD, LOS GATOS, CA U J J 0 W 0 m V) 0 V V) 0 N N z CW W 0 J W W 0 W C/) i W O a_ z 0 IPROJECT NO. 1 3-01 DRAWN BY JA 2 oes < U _ U _ U _ U _ DESCRIPTION PLANNING SUBMITTAL SET PLANNING RESUBMITTAL SET PLANNING RESUBMITTAL SET 2 PLANNING RESUBMITTAL SET 3 PLANNING RESUBMITTAL SET 4 PLANNING RESUBMITTAL SET 5 DATE O O O 08.18.2017 O O I 02.09.2018 05.31.2018 09 O LC) Z 0 1 uJ EXISTING BUILDING TO BE REMODELED STUDIO S SQUARED ARCHITECTURE, INC. EXISTING VIEWS PROPOSED BUILDING . a r. r r>w T. . ,•ems : -' N. T'r � ►►• 1, N • , •a �c� wit • r ,<oa -'. - E>nt Street View I —j I p . - '. I-, �_ . _ . •us.,. s � � . . - ` - ', �' • N. ,, .. :Is �IIIIIIIIIui ', ., ar`'_ M Exit Street View Ithim1�1�n iullyni I'` 'i-- ` t� ram. - , r _ ,a �_ n .�. ' a. 1►K r •k.,• = J �a .�� ®A9� 1�©�i©1 1 iiia.e ---� ■ _1 •-� - .�- =t- • , ..► - - _ y + _3 .mot,,. h!IIIJlIIVIi!II1JIIIUI • ' 1 jimino `• - l - '_ .,• - '_. 4-i • • . - _ r r -T-' - I ter.-. . - - • EXISTING VIEW FROM 16185 LOS GATOS BOULEVARD PROPOSED VIEW FROM 16185 LOS GATOS BOULEVARD Dom, a iT Exit Street Yew - - wij ru Exit Street View -- o s vs -- —- - _• • •• ur . . ',', ' �} • _ - ,.; - i+Y' .R. e.� �;. - _� .� � #[1` i! :�-. , 1 !" - itih �� .� c 4_ . well_ . i �` ---SIB iiLil1IN I1L11■UI Midi II IIII1LJ'II I1LI _ ► ; , '0.:•.��. • .mik .� ; �, :Ki ..s ._.:: ,..,..tl�aa.: 4 'III l II1fl �°il11l . Arnl ,L, .� IIirlr lgIll ' 11111'- �t -�. � - • 1. 'iMw.r yy33 ti ti , EXISTING VIEW FROM ROBERTS ROAD PROPOSED VIEW FROM ROBERTS ROAD t irriYITT:7 ® Exit Street 4ien iRt ` rtlhr,-,1 ® Exit Street View ■r - r -� r ■ f '1 • '' r 4.�" ,; .. .I - .i3_ •^^ `� M1 i. x'r mat f ` ti r -- -I '.— •tip'' ;CI; _ l a ll9�nNIr . - ilii .71-.*_:., T- sii� ii� ..i �� 1111 �� — _ r r a r- t 1 trl r It II MI I ri„��1� �Iy lir f� -. 4 � -,..• ��III�I,_ lli [ l 4 •- .,Z �•• . S i -e '. .: 3Q r _r:.-,,,- tom. EXISTING VIEW FROM 16254 LOS GATOS BOULEVARD PROPOSED VIEW FROM 16254 LOS GATOS BOULEVARD HILLSIDE VIEW - PHOTOS - 1 z 0 U ce ( I Z 0 U 0 `LL 1 O Z J z 0 J 0 a_ a_ 0 Z Z Z Q J a_ O LL N.4( STUDIO S SQUARED ARCHITECTURE 1000 S Winchester Blvd San Jose, CA 95128 P : (408) 998 - 0983 F : (408) 404 - 0144 COMMERCIAL 6212 LOS GATOS B LV D, LOS GATOS, CA PROJECT NO. 13-011 DRAWN BY < —, Ges < —, U _ U i U _ U _ DESCRIPTION PLANNING SUBMITTAL SET PLANNING RESUBMITTAL SET PLANNING RESUBMITTAL SET 2 PLANNING RESUBMITTAL SET 3 PLANNING RESUBMITTAL SET 4 PLANNING RESUBMITTAL SET 5 DATE N O N O N O 1, O N co 00 O N O N O r r 02.09.2018 co O N co Lc) 0 co O N L() O r REVISION HILLSIDE VIEWS 0 STUDIO S SQUARED ARCHITECTURE, INC. EX STREET SIGN TO BE RELOCATED "MAGNESON LOOP" OUTLINE OF 2ND FLOOR SIDEWALK BENCH (PEDESTRIAN AMENITY) (E)TREE #20 TO BE RELOCATED (E)TREE #19 TO BE RELOCATED 113.11' S.78°52' 10"E. 1 18.20' S.78°52' 10"E. 56- 8�-6�, E S9'-0 ETBAC 5' 1/„ 2 PROPOSE. RIGHT Slp K BE RELOCATED £' CV (E)TREE # 15 TO BE RELOC • TED 178.12' 'S- H A N N O N S.78°52' 10"E. ROAD • E.O. (E) PAVEMENT --SEE CIVIL SITE PLAN 1/16" 1 i = NUMBER OF KEYNOTE BELOW 1. CURB CUT PER PUBLIC WORKS STANDARDS --SEE CIVIL PLANS 2. WALKWAY --SEE LANDSCAPE PLANS 3. EXISTING SIDEWALK 4. LANDSCAPING --SEE LANDSCAPE PLANS 5. EXISTING 6' FENCE 6. EXISTING CMU WALL TO REMAIN 7. HARDSCAPE AREAS -- SEE LANDSCAPE AND CIVIL PLANS 8. VISION TRIANGLE AREA - 3'-0" MAX. HEIGHT IN THIS AREA 9. PROPERTY LINE 10. ADJACENT BUILDING 11. (E) TREE TO REMAIN OR PROPOSED NEW TREE -- SEE LANDSCAPE DRAWINGS FOR SPEC. AND CIVIL DRAWINGS ON TM-2 FOR EXISTING TREES TO BE REMOVED 12. (E) A/C UNIT TO REMAIN 13. (N) A/C UNIT CONDENSER PAD(S) TO BE PLACED ON ROOF 14. (E) TRASH CONTAINER AREA TO REMAIN 15. (E) MONUMENT SIGNAGE TO BE RELOCATED --NOT PART OF THIS PERMIT 16. BICYCLE PARKING AREA --SEE LANDSCAPE SHEETS FOR MORE INFO KEYNOTES TREE TABLE # SIZE SPECIES (E)GRADE AT BASE' NOTES 1 15" DEODAR CEDAR 379.61' TO REMAIN 2 15" DEODAR CEDAR 380.00' TO REMAIN 3 4" COAST LIVE OAK 371.04' TO BE REMOVED 4 12" DEODAR CEDAR 371.04' TO BE REMOVED 5 24" COAST LIVE OAK 370.86' TO REMAIN 6 15" DEODAR CEDAR 381.07' TO REMAIN 7 15" DEODAR CEDAR 379.87' TO REMAIN 8 10" DEODAR CEDAR 370.86' TO REMAIN 9 11" DEODAR CEDAR 370.78' TO REMAIN 10 10" DEODAR CEDAR 370.91' TO BE REMOVED 11 12" DEODAR CEDAR 370.99' TO BE REMOVED 12 9" HOLLY OAK 370.22' TO REMAIN 13 7" HOLLY OAK 369.32' TO BE REMOVED 14 7" HOLLY OAK 369.59' TO BE REMOVED 15 6" CRAPE MYRTLE 369.93' TO BE TRANSPLANTED 16 12" HOLLY OAK 370.18' TO REMAIN 17 6" CRAPE MYRTLE 369.97' TO BE TRANSPLANTED 18 8" HOLLY OAK 370.03' TO REMAIN 19 6" CRAPE MYRTLE 370.18' TO BE TRANSPLANTED 20 6" CRAPE MYRTLE 370.76' TO BE TRANSPLANTED 21 6" CRAPE MYRTLE 370.34' TO BE REMOVED 22 8" HOLLY OAK 369.96' TO BE REMOVED 23 6" CRAPE MYRTLE 370.45' TO BE REMOVED 24 4" HOLLY OAK 369.78' TO BE REMOVED 25 4" CRAPE MYRTLE 370.14' TO BE REMOVED 26 10" HOLLY OAK 369.38' TO BE REMOVED TREE TABLE x J TREE NUMBER EXISTING TREE TO BE REMOVED EXISTING TREE TO REMAIN VISION TRIANGLE AREA -- 3'-0" MAX. HEIGHT IN THIS AREA EXISTING BUILDING TO BE REMODELED PROPOSED NEW BUILDING EXISTING PORCH TO BE REMOVED ADA HANDICAP PARKING SPACE LEGEND z 0 U z 0 U 0 LL O J z O J 0 a_ a_ 0 z z z J a_ O LL 1000 S Winchester Blvd San Jose, CA 95128 P : (408) 998 - 0983 F : (408) 404 - 0144 PROJECT NO. 1 3-0 1 DRAWN BY Q JA & HC I 0 _ 0 _ 0 _ 0 _ 0 _ HC DESCRIPTION PLANNING SUBMITTAL SET PLANNING RESUBMITTAL SET PLANNING RESUBMITTAL SET 2 PLANNING RESUBMITTAL SET 3 PLANNING RESUBMITTAL SET 4 PLANNING RESUBMITTAL SET 5 PLANNING RESUBMITTAL SET 6 PLANNING RESUBMITTAL SET 6--PW COMMENTS DATE 02.10.2017 08.18.2017 11.01.2017 02.09.2018 05.31.2018 10.15.2018 O.�. 0 N M Nr 3 0 N N 0 REVISION SITE PLAN CJ STUDIO S SQUARED ARCHITECTURE, INC. +++++++++++++++++++++++++++++++++++++ +++++++++++++++++++++++++++++++++++++ +++++++++++++++++++++++++++++++++++++ +++++++++++++++++++++++++++++++++++++ "Aff3,;#7,. /++++ 11 + y + y .•.•.•.•.•.•.•.•.•.•.•.•.•.•.• ++.+ + ++ + + + + ++ + + +��•�� + ++ + + + ++ + + •��j� + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ►��1 + +++ + + + + Fir Arredriroi, ++ +++ + ++ + ++ + +++ + ++ + + + + + + + + + + + ++ +±:±± 1111Z. + + + ++++++++++++++++++++++++++++++++++++++ + +++++++++++++++++++++++++++++++++++++++ + ++++++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + BUILDING FOOT PRINT LANDSCAPED AREAS HARDSCAPED AREAS PARKING SPACE AREAS WALKWAYS/PATHS TABULATION OF LAND AREA SF % A ENTIRE PLANNED DEVELOPMENT 41038 B PUBLIC STREETS 0 0% C PRIVATE STREETS 0 0% D SIDEWALKS AND PATHS 4467 1 1% E PARKING AREAS 7798 19% F VEHICULAR CIRCULATION 0 0% G MAJOR FEATURES ON ADJACENT PROPERTY WHICH AFFECTTHE DEVELOPMENT PROPOSAL OR ARE POTENTIALLY AFFECTED BY I T 0 0% H HARDSCAPE AREAS 12162 30% LANDSCAPE AREA 7252 18% J BUILDING FOOTPRINT (EXISITNG AND PROPOSED) 9,359 23% Ir TOTAL 41038 100% NOTE: TOTAL RETAIL SQUARE FOOTAGE= 9359 SQ.FT (7047 SQ.FT (NEW RETAIL)+ 2312 SQ.FT (EXISTING RETAIL)) TOTAL OFFICE SQUARE FOOTAGE= 3891 SQ.FT TOTAL SECOND FLOOR STAIR = 379 SQ.FT LAND USE PLAN 1/16" 1 z 0 U v) z 0 U ce 0 LL 0 z J z 0 J 0 ce O O 0 z z z ^J L0 I.. L_ 1000 S Winchester Blvd San Jose, CA 95128 P : (408) 998 - 0983 F : (408) 404 - 0144 COMMERCIAL LOS GATOS NEW COMMERCIAL BUILDING AND REMODEL OF EXISTING 6212 LOS GATOS B LV D, LOS GATOS, CA Z w 0 J J W ce W Q W W J I— D v) 0>- m 00 Q V 0 v 0>- J I- N 0 0 IPROJECT NO. 1 3-01 1 DRAWN BY JA&HCI 0 _ 0 i 0 _ 0 _ DESCRIPTION PLANNING SUBMITTAL SET PLANNING RESUBMITTAL SET PLANNING RESUBMITTAL SET 2 PLANNING RESUBMITTAL SET 3 PLANNING RESUBMITTAL SET 4 PLANNING RESUBMITTAL SET 5 DATE 0 N 0 N O 08.18.2017 11.01.2017 02.09.2018 05.31.2018 10.15.2018 z O uJ OFFICIAL DEVELOPMENT PLAN © STUDIO S SQUARED ARCHITECTURE, INC. PORCH COLUMNS II -j II II II,_II _ II 17 II I I __II EXISTING DOOR TO BE EXISTINGWINDOW TO REMAIN EXISTING DOORS TO REMAIN EXISTINGWINDOW TO BE DEMOLISHED EXISTING BUILDING TO REMAIN CONVERTED TO WINDOW TO BE EXISTING WINDOW NOTE: ALL EXISTING WALLS TO REMAIN DOOR TO REMAIN CONVERTED TO EXISTING BUILDING - FLOOR PLAN 3/16" 1 LEGEND - Z 0 U (/) z 0 U 0 LL O J z O J 0 0 0 0 z_ z z 0 O u_ 1000 S Winchester Blvd San Jose, CA 95128 P : (408) 998 - 0983 F : (408) 404 - 0144 PROJECT NO. 1 3-01 1 DRAWN BY Q —) U 06 Q — U _ U _ U _ U _ DESCRIPTION PLANNING SUBMITTAL SET PLANNING RESUBMITTAL SET PLANNING RESUBMITTAL SET 2 PLANNING RESUBMITTAL SET 3 PLANNING RESUBMITTAL SET 4 PLANNING RESUBMITTAL SET 5 DATE o CV O CV o 08.18.2017 r\ o C - 0 - - co 0 CV C. 0 CV o 05.31.2018 cO 0 CV Lr) O REVISION EXTG. BUILDING DEMO PLAN CJ STUDIO S SQUARED ARCHITECTURE, INC. NOTE: TOTAL RETAIL SQUARE FOOTAGE= 9359 SQ.FT (7047 SQ.FT (NEW RETAIL)+ 2312 SQ.FT (EXISTING RETAIL)) TOTAL OFFICE SQUARE FOOTAGE= 3891 SQ.FT TOTAL SECOND FLOOR STAIR = 379 SQ.FT Assessor's Parcel No. 523-06-011, 523-06-010 Zoning: CH Jurisdiction: Town of Los Gatos Type of Construction: TYPE V-B, SPRINKLERED Building Occ. Groups: Group B Max. Allowed Building Height: 35'-0" Proposed Building Height 29'-11" Lot Area: 41,038.0 Existing Commercial Floor Area 2,312.0 Proposed First Floor 7,047.0 Proposed Second Floor 4,270.0 Total Gross Floor Area 13,629.0 Existing Lot Coverage Percentage 9.9% Proposed Lot Coverage 9,359.0 Lot Coverage Percentage 22.8% z 0 U z 0 U 0 L.L 0 z J z 0 J 0 0 0 0 z z z J 0 0 LL 1000 S Winchester Blvd San Jose, CA 95128 P : (408) 998 - 0983 F : (408) 404 - 0144 J W 0 0 W c 0 z '^ Z V 0 Z J ~ x m W J L.L Q O U c O z 16212 LOS GATOS B LV D, LOS GATOS, CA PROJECT NO. 1 3-01 1 DRAWN BY Q< 0 oes U _ U _ U _ U DESCRIPTION PLANNING SUBMITTAL SET PLANNING RESUBMITTAL SET PLANNING RESUBMITTAL SET 2 PLANNING RESUBMITTAL SET 3 PLANNING RESUBMITTAL SET 4 PLANNING RESUBMITTAL SET 5 DATE 02.10.2017 0 CV 06 o6 0 11.01.2017 02.09.2018 05.31.2018 10.15.2018 REVISION FLOOR PLANS PROPOSED BUILDING © STUDIO S SQUARED ARCHITECTURE, INC. lit i MAX. BUILDING HEIGHT -- 35-0"a ji! - 61- IL t 1` f el Ft! A 'n - 41i . —1- ------ -------- ---... ---------------�:—::--:: Air 41 -:;� + - - - - - -�_� 1 ,11 , ,111--1 1 I 1 ::-=:-- I=-1: :-i i m rs_ W . VI . =s, �'r � SHANNON ROAD 1 _7A.. 4 e sr l a �sT,. 11-�. ;' ),:..... — L; .:I �.-. ,..,y. .n..:. . .a" •. ... LOS GATOS BLVD SCHEMATIC ELEVATION -- LOS GATOS BLVD -- PROPOSED PROJECT 1/16" 1 \ \ \ \� 1-L---------- F LOS GATOS BLVD SCHEMATIC ELEVATION -- LOS GATOS BLVD -- OPPOSITE SIDE OF STREET OF PROPOSED PROJECT 1/16" 2 MAX. BUILDING HEIGHT -- 35-0" I* 04 441.6" I d �3 .1.11_,,,,,.„,__ UIItFl I!..---iliC4 Nk y■ r • I-sy — _ — (Pk 'ib t ]i /.A i' } • _ A .. Lv.. r ■ Ip�hA l7 0q�I a LOS GATOS BLVD —� _ — _ -- �rt a o` ss b _�{, e r,� l W _ ^00 it L• f",Ii r . f� I — - n 1 SHANNON ROAD SCHEMATIC ELEVATION -- SHANNON ROAD -- PROPOSED PROJECT 1/16" 3 LOS GATOS BLVD _ �I SHANNON ROAD SCHEMATIC ELEVATION -- SHANNON ROAD -- OPPOSITE SIDE OF STREET OF PROPOSED PROJECT 1/16" 4 z 0 U V) z 0 U 0 0 z J z 0 J 0 a_ a_ 0 z z z ^J 0 I..L O L 1000 S. Winchester Blvd. San Jose, CA 95113 P : (408) 998 - 0983 F : (408) 404 - 0144 ' PROJECT NO. 13-011 DRAWN BY Q JA&HC I = _ _ _ DESCRIPTION PLANNING SUBMITTAL SET PLANNING RESUBMITTAL SET PLANNING RESUBMITTAL SET 2 PLANNING RESUBMITTAL SET 3 PLANNING RESUBMITTAL SET 4 PLANNING RESUBMITTAL SET 5 DATE N.N.N. 000 N O N OO N CA o0 CV O — 02.09.2018 05.31.2018 00 0 N -4 O — z 0 _N W Ce SCHEMATIC ELEVATIONS AND CROSS SECTIONS © STUDIO S SQUARED ARCHITECTURE, INC. MAX. BUILDING HEIGHT -- 35'-0" '1ikeit th_# li 111, r . '0 '. .-." 1 RA Zilio EDGNAGIC ••N• Air I[ � - I 1 I I I 1 LI' o If, o o• Li illr SHANNON ROAD�� _...,,�,, SI�� SOON :�:I • lI + „Il 4 I I`ASOF 1 :Iii:VI nR:Al�i■>;�s7 �.:rF?`'r _.. A...... .k p!rT�11181971.., .. Mill t. '7;11I I wry I, ..:. . SCHEMATIC ELEVATION -- BACK 1/16" 1 IhiF MAX. BUILDING HEIGHT -- 35-0" Air I. Ni L3 d3 d -1,----, lit. 4,-0- , r %° ° r E- -::Efib y s 1 t1!�SA11 o 1 e3 d d o o otry o sl` zif 1i n try [� l. `� F� ■S N ,• L {� C '� LOS GATOS BLVD ,wj S�+J I' .I ' � -IL. IJ = _ _ - ::w :► ..L:.i. ;' ►:su i y e, .,...,.,_.::.-'...-,.,-....,.......,..:-.- ::-....: :n' ,-,..,e� 'r'PLWP.: ))lf1...,. ls►1=../ _i,rof.T .:rwmm,�.mAFfP * f70...:nrl i'mi ! - `• _ _ _ _ .,f -.�:: ;t.�. - I ' _.= r i !ham r 1 r ...' I. 4. - Li — — — —_ -• . !4--...'ri `' .. i .l'.i. ,'�.�� 4 fir a..y."� • _ _ _ — ..i..v..3 1,-..., * 1 SCHEMATIC ELEVATION -- LEFT 1/16" 2 2/A30 1 /A3.1 1/A3.0 - .• t 41/ir r, i ,� . illi si 1. „so # • ‘ ' , •,. inw i *//////////////////////////////////////////////////////////// ' II n , D W it 7.1 — ;+ • if II fi 4.01 i 91, •- D W r' Y . wo �_I 8 .■ I� , meµ` �" D t o� //\j Io DI • •• - �� .�. ID ft„.... • lir IN • �+ le 411111L kai. �'� 2/A3.0 -� J1116"'"7 , _ • 1/A3.0 1 /A3.1 LEGEND FOR SCHEMATIC ELEVATIONS 1'=60' 3 1000 S. Winchester Blvd. San Jose, CA 95113 P : (408) 998 - 0983 F : (408) 404 - 0144 PROJECT NO. 13-01 1 DRAWN BY -, JA&HC = _ _ _ DESCRIPTION PLANNING SUBMITTAL SET PLANNING RESUBMITTAL SET PLANNING RESUBMITTAL SET 2 PLANNING RESUBMITTAL SET 3 PLANNING RESUBMITTAL SET 4 PLANNING RESUBMITTAL SET 5 DATE I, O o O 08.18.2017 11.01.2017 02.09.2018 05.31.2018 00 o v REVISION SCHEMATIC ELEVATIONS AND CROSS SECTIONS © STUDIO S SQUARED ARCHITECTURE, INC. # = NUMBER OF KEYNOTE BELOW 1 MAX. HEIGHT AS DEFINED BY JURISDICTION 2 ASPHALT COMP SHINGLES TO MATCH ROOFING AT (E) BUILDING --SEE ROOF PLAN FOR MORE INFO 3 INTEGRAL COLOR STEEL TROWELED IGNITION RESISTANT CEMENT PLASTER SYSTEM (SMOOTH FINISH) - 7/8" CEMENT PLASTER 0/ METAL LATH 0/ 2 LAYERS GRADE 'D' OR BETTER BUILDING PAPER, 3 COAT SYSTEM WITH 26 ga. WEEP SCREED AT WALL BASE AT LEAST 4" ABOVE GRADE OR 2" ABOVE HARDSCAPE 4 NOT USED 5 ADHERED LIGHTWEIGHT STONE VENEER (<15 LBS/SF) 6 "VERISTONE" BELLY BAND TRIM 7 METAL TRELLIS, POWDER COATED 8 BRONZE ANODIZED ALUMINUM STOREFRONT WINDOWS AND ENTRY DOORS, DOUBLE CLEAR GLAZING 9 EXTERIOR LIGHT, INSTALL PER MANUF. INSTRUCTIONS -- 30" HIGH; FINISH:BRONZE; FIXTURE TO BE NIGHT SKY COMPLIANT. 10 PIN MOUNTED LED ILLUMINATED ADDRESS SIGNAGE, CLEARLY VISIBLE FROM ADJACENT STREET 11 NOT USED 12 POWDER COATED METAL GUARDRAIL 13 WALL -MOUNTED CABLE SYSTEM FOR ESPALIER 14 GLAZING SYSTEM AT STAIRCASE 15 FABRIC AWNING BELOW STORE SIGNAGE P2 P1 15 6 9 8 3 12 2 5 7 1 1 10 4 G ,4 il, ...ci h — -- 7� — �Q _ =_ -- — - ❑ �0 0 op, .AgilO 2, . °; `�SE PAINT SCHEDULE P1 -- BENJAMIN MOORE, YELLOW HAZE COLOR P2 -- BENJAMIN MOORE, VINTAGE PEWTER ;HT FROM EXISTING/ ,o _ I 1 ll II➢� 0 II Ft/err II T -I y 4 `+ .8 8 y .0 iI1 ICI=1_I _ _ .� — 2==I_--i1—;=I=1�12::= —_ _� ELEVATION GRID LINE KEY PROPOSED BUILDING A EXISTING / PROPOSED ADJACENT GRADE= +/- 370.25' = B 1ST FLOOR FINISH FLOOR+/-370.33' C 1ST FLOOR CEILING HEIGHT (U.N.O.) = +/ 383.83' D SECOND FLOOR FINISH FLOOR = +/- 385.08' — E SECOND FLOOR CEILING HEIGHT 395.08' / F MAX. BUILDING HEIGHT PROPOSED = +/- 400.16' G MAX BUILDING HEIGHT ALLOWED = 35'-0" +/- 405.25' NOTES: 1. EXISTING BUILDING EXTERIOR FINISHES TO REMAIN --PAINT ONLY ti�, III,, -_��I— . r mth n — 14•44, -0 < - M FA. AllIMPlii. -.11t.jra 1 litii4o �� 413C�wC�7�C �ag[n]ag�i TT ' 0 Cr f1�1 Ga° C� C �r �I .;/ ... • • .®.I . ®.N. ��. MIMI X 74 1 ...- ,,:,g II 14 ' d 1 -1.111it n ii - iudit-mkvii.whicfmciii „,.- _ •n a 1 BUILDING HEIGHT -- . le Ai E t � r., 1 v .1 . i 1 , . . - 1 ., i - v - Ad y iiii M ,I •r I f 1 v^ i•• Id � Vie' ,,,..*:„....4.,142-Ipt 4.0-#0,, 11:- ,,, / 4-' I•• 1. r h.. ry .. p�,a(� ..l q `��?' • `f s llt�i'�irC4l�.�11�.�r, A • — o V'.A�Wf�ln°. i�.�f s., l;r� v,iw � sd� 1 , rC� �� I. ,. � ��: AilliVO -.�;------- Await a ...a. ----------- Q O 40.06_J+/-369.94' +/-369.52' +/-370.35' E GRADE N GRADE E GRADE N GRADE 1 4 8 1 FRONT ELEVATION 1/8" 1 feet Wit 4 —ii 4 .tipk I 1111 ace a O 1 1 1 I I I ■ 3 �. Y to �■ 1 � SII III Il 1 1 . I r op,. ...... mma __II ___ _I_I Ati AT Jilt ppm"- 6111111MOIrri 7111 -....4. — r r N - imid.z C i iii__ wim,,,,,m_i, ).„ M�' �� 162 V- f b.r S �� ' r� ,'■ I �� ® ,` -- Y Ka ��iim� I I �i'1 Imo. a +�* it Fr a �+-el IP_I. y o r-� ipi, o k• P 1I 11 pp ' I I± - r �I 1 f+ 1 5 ,+ 55ee '�i'' ��,.f`:4.'�eiiii,.}7.E�i 4'.,:'i'j'f`('�.�•isiaiii:j°i�•€+�;��iri+r:�:�'��i4i`I�i;iii�:i�=�7f�i�'lir�'r�i:y��t / - .. l :+.�,., i:�i:.i �1 .4�i�,a'��l.:�R:�'.+t:.4 r� yr.w. ;:...• JA.kiwesr... ti, :ii.....w ....4aa.14 wik,A,..",,A, A0 amk•.4.. ,all• ,,, i v 4 `Z� 1 �x19,.r .. wi+y w ke ,,,.,r .. 1 : ' Ir.' is ' gk..,_ �f :' ? ` ' : r�; d� �. rc „x ;R — z irk ' T v� '` f +/-370.32' +/-370.32' +/-369.30' +/-369.98' E GRADE N GRADE E GRADE N GRADE 1 4 8 1 RIGHT ELEVATION 1/8" 2 KEYNOTES - - feet 1000 S. Winchester Blvd. San Jose, CA 95113 P : (408) 998 - 0983 F : (408) 404 - 0144 PROJECT NO. 13-01 1 DRAWN BY JA&HC I _ _ _ _ DESCRIPTION PLANNING SUBMITTAL SET PLANNING RESUBMITTAL SET PLANNING RESUBMITTAL SET 2 PLANNING RESUBMITTAL SET 3 PLANNING RESUBMITTAL SET 4 PLANNING RESUBMITTAL SET 5 DATE 02.09.2018 05.31.2018 00 0 0 3 0 N N N N O o6 '- -1' N o0 — 0 0 0 REVISION ELEVATIONS © STUDIO S SQUARED ARCHITECTURE, INC. # = NUMBER OF KEYNOTE BELOW 1 MAX. HEIGHT AS DEFINED BY JURISDICTION 2 ASPHALT COMP SHINGLES TO MATCH ROOFING AT (E) BUILDING --SEE ROOF PLAN FOR MORE INFO 3 INTEGRAL COLOR STEEL TROWELED IGNITION RESISTANT CEMENT PLASTER SYSTEM (SMOOTH FINISH) - 7/8" CEMENT PLASTER 0/ METAL LATH 0/ 2 LAYERS GRADE 'D' OR BETTER BUILDING PAPER, 3 COAT SYSTEM WITH 26 ga. WEEP SCREED AT WALL BASE AT LEAST 4" ABOVE GRADE OR 2" ABOVE HARDSCAPE 4 NOT USED 5 ADHERED LIGHTWEIGHT STONE VENEER (<15 LBS/SF) 6 "VERISTONE" BELLY BAND TRIM 7 METAL TRELLIS, POWDER COATED 8 BRONZE ANODIZED ALUMINUM STOREFRONT WINDOWS AND ENTRY DOORS, DOUBLE CLEAR GLAZING 9 EXTERIOR LIGHT, INSTALL PER MANUF. INSTRUCTIONS -- 30" HIGH; FINISH:BRONZE; FIXTURE TO BE NIGHT SKY COMPLIANT. 10 PIN MOUNTED LED ILLUMINATED ADDRESS SIGNAGE, CLEARLY VISIBLE FROM ADJACENT STREET 11 NOT USED 12 POWDER COATED METAL GUARDRAIL 13 WALL -MOUNTED CABLE SYSTEM FOR ESPALIER 14 GLAZING SYSTEM AT STAIRCASE 15 FABRIC AWNING BELOW STORE SIGNAGE __- E .. - = — - - --- r-- ..44 0 .Qe1 iaz , 1 I PAINT SCHEDULE P1 -- BENJAMIN MOORE, YELLOW HAZE COLOR P2 BENJAMIN MOORE, VINTAGE PEWTER '�' 1 1 .L. j 4...* kE- L06440 = :_:_; :._:_:_:_: _ ELEVATION GRID LINE KEY PROPOSED BUILDING A EXISTING PROPOSED ADJACENT GRADE- _ + B 1ST FLOOR FINISH FLOOR / 370.33' C 1ST FLOOR CEILING HEIGHT (U.N.O.) = +/- 383.83' D SECOND FLOOR FINISH FLOOR = +/ 385.08' E SECOND FLOOR CEILING HEIGHT = +/- 395.08' F MAX. BUILDING HEIGHT PROPOSED = +/- 400.16' G MAX BUILDING HEIGHT ALLOWED = 35' 0" +/ 405.25' NOTES: 1. EXISTING BUILDING EXTERIOR FINISHES TO REMAIN --PAINT ONLY f .* I Is ' 41$ ! ItieW �. 4`_"� ---cam--M0 sue` — ---- — -- —� G— �' 1► _ it — — - if�- e ..ago c . SIFEIRAZE 0I3HQ13C a O3b@,ii i3lIg6 SIIGNLAGE I� ,, t a a 1 II -6- li grillil )1 0. N: J! , , , i � R 1m �, w as,yy� • xI.�" ,irlF•yyl, ;i,�'`''' yP".'nli-;r',• y .�s,;.' - B ....'i.x:Rr x.. M. a. n:ya n': za �:a is a��a 9arnwr .. i w saa i _ MIA.xd Miid!:.b ; rnwdd4:r4e • r +/-369.78' , + +/ 370.04' +/-370.04' +/ 370.34' +/-370.10' E GRADE N GRADE E GRADE N GRADE E GRADE N GRADE 1 4 8 1 REAR ELEVATION 1/8" 1 feet 13 P P2 P PI G d o E 1 I - 1 . , :, - Z _ _ per, r_ :/:.:::tiern II., Ilk ` : _ _ /J J] vI��iv � , 'i�'i:" .+a +i 2�� .'.iif.. '��F.rk '� '� cU1:�T„ - .� , -.'-- p-Jof T . ^•p,,_ �t� I H Y r 1� awl — - ��I _- I I ',+ I. • m..;.: _ ,'� £;. .` _ ^' ,hpie ;. '.. _ �, -41111 w ��: 0,, �r� �'-..., r 1 = C 411 aVr 411111411Prl'uV .. . . III .M(7( 164,1 -;.-NL- 1 (- ., -I AL i +/ 370.27' +/-370.68' +/-370.62' d +/-369.87' E GRADE F N GRADE E GRADE V N GRADE 8 1 LEFT ELEVATION 1/8" 2 KEYNOTES - - feet Z 0 U z O U I..fi O O Z J z 0 J Q 0 ce 0 0 0 z_ Z z Q J a_ O L J STUDIOS SHARED ARCHITECTURE 1000 S. Winchester Blvd. San Jose, CA 95113 P : (408) 998 - 0983 F : (408) 404 - 0144 PROJECT NO. 13-01 1 DRAWN BY JA&HC _ _ _ DESCRIPTION PLANNING SUBMITTAL SET PLANNING RESUBMITTAL SET PLANNING RESUBMITTAL SET 2 PLANNING RESUBMITTAL SET 3 PLANNING RESUBMITTAL SET 4 PLANNING RESUBMITTAL SET 5 DATE N. 02.09.2018 05.31.2018 00 0 N 0 N 0 N 0 N 00 '- -1' _o N o0 — 0 0 0 REVISION ELEVATIONS © STUDIOS SQUARED ARCHITECTURE, INC. D 0 4 ` it; 81 Fill , 0 • AP 'I'' fr 144 a 0 o a w # = NUMBER OF KEYNOTE BELOW 1 MAX. HEIGHT AS DEFINED BY JURISDICTION 2 ASPHALT COMP SHINGLES TO MATCH ROOFING AT (E) BUILDING --SEE ROOF PLAN FOR MORE INFO 3 INTEGRAL COLOR STEEL TROWELED IGNITION RESISTANT CEMENT PLASTER SYSTEM (SMOOTH FINISH) - 7/8" CEMENT PLASTER 0/ METAL LATH 0/ 2 LAYERS GRADE 'D' OR BETTER BUILDING PAPER, 3 COAT SYSTEM WITH 26 ga. WEEP SCREED AT WALL BASE AT LEAST 4" ABOVE GRADE OR 2" ABOVE HARDSCAPE 4 NOT USED 5 ADHERED LIGHTWEIGHT STONE VENEER (<15 LBS/SF) 6 "VERISTONE" BELLY BAND TRIM 7 METAL TRELLIS, POWDER COATED 8 BRONZE ANODIZED ALUMINUM STOREFRONT WINDOWS AND ENTRY DOORS, DOUBLE CLEAR GLAZING 9 EXTERIOR LIGHT, INSTALL PER MANUF. INSTRUCTIONS -- 30" HIGH; FINISH:BRONZE; FIXTURE TO BE NIGHT SKY COMPLIANT. 10 PIN MOUNTED LED ILLUMINATED ADDRESS SIGNAGE, CLEARLY VISIBLE FROM ADJACENT STREET 11 NOT USED 12 POWDER COATED METAL GUARDRAIL 13 WALL -MOUNTED CABLE SYSTEM FOR ESPALIER 14 GLAZING SYSTEM AT STAIRCASE 15 FABRIC AWNING BELOW STORE SIGNAGE N Ck iiepr O il z PAINT SCHEDULE P1 -- BENJAMIN MOORE, YELLOW HAZE COLOR P2 -- BENJAMIN MOORE, VINTAGE PEWTER o w O © z o ■ LI ELEVATION GRID LINE KEY PROPOSED BUILDING A EXISTING AND PROPOSED ADJACENT GRADE FOR EXISTING BUILDING = +/- 370.80' B EXISTING 1ST FLOOR FINISH FLOOR = +/- 371.18' C EXISTING MAX. BUILDING HEIGHT = +/- 399.80' D MAX BUILDING HEIGHT ALLOWED = 35'-0" +/- 405.80' NOTES: 1. EXISTING BUILDING EXTERIOR FINISHES TO REMAIN --PAINT ONLY j�� co CI = �U � 0 M� i 1111 0 m II 1 4 11..• .:1 1 4 1 . 1 V ,.., F 1 { I 1 1 I. " 'i ! 1 .. 1 J.... ... - ..... - z - X w will V. 1 4 8 1 EXISTING BUILDING TO BE REMODELED FRONT ELEVATION 1/8" 1 1■ feet -- a ii \ if 0 3 D EXISTING PORCH AND COLUMNS TO BE REMOVED C......... wit* 3 id I 6 .4r. 4 VAA i 0 i id E11I1lNil 7-._--- - -. - L__ Q n1nn111l..aI11 - _ - _ - _ - _ - - = _ _ -_- - 1n1n1n; _- _ __ _ 11 I1F11!N.1aA -..-5.- -.=. I. L nn111 --- ___ _-- n n 1n; ` = : --:-= - w • 1- m CX j� .1111k !■,,,,OU,0:. < z f inNri{'�.^'`. il�� +4 • ,�.Ii{ ` 1 Alit,:• t:i,ii '�'', ;£: ', 4;1vT�;3s�;r`r'ts.w,�. ;!;,,,., 11 / • ., ,y�32a�;t�y;;,,,;', i ‘71'.'"MIVP. . . co iiwRS3! A B z2� ..� -I I- N X i w 12 EXISTING BUILDING TO BE REMODELED RIGHT ELEVATION 1/8" 2 KEYNOTES - - -- feet Z 0 U I..L C/) Z 0 U I..fi 0 O Z J z 0 J Q 0 0_ 0_ 0 z_ Z z Q J 0_ O L 1000 S. Winchester Blvd. San Jose, CA 95113 P : (408) 998 - 0983 F : (408) 404 - 0144 PROJECT NO. 13-01 1 DRAWN BY JA&HC _ _ _ DESCRIPTION PLANNING SUBMITTAL SET PLANNING RESUBMITTAL SET PLANNING RESUBMITTAL SET 2 PLANNING RESUBMITTAL SET 3 PLANNING RESUBMITTAL SET 4 PLANNING RESUBMITTAL SET 5 DATE 0 N O N 0 0 N o0 o0 0 0 N - - 02.09.2018 05.31.2018 co 0 N 0 REVISION ELEVATIONS © STUDIO S SQUARED ARCHITECTURE, INC. )4_.21,-0-144IL-Ir'.4. .04 # = NUMBER OF KEYNOTE BELOW 1 MAX. HEIGHT AS DEFINED BY JURISDICTION 2 ASPHALT COMP SHINGLES TO MATCH ROOFING AT (E) BUILDING --SEE ROOF PLAN FOR MORE INFO 3 INTEGRAL COLOR STEEL TROWELED IGNITION RESISTANT CEMENT PLASTER SYSTEM (SMOOTH FINISH) - 7/8" CEMENT PLASTER 0/ METAL LATH 0/ 2 LAYERS GRADE 'D' OR BETTER BUILDING PAPER, 3 COAT SYSTEM WITH 26 ga. WEEP SCREED AT WALL BASE AT LEAST 4" ABOVE GRADE OR 2" ABOVE HARDSCAPE 4 NOT USED 5 ADHERED LIGHTWEIGHT STONE VENEER (<15 LBS/SF) 6 "VERISTONE" BELLY BAND TRIM 7 METAL TRELLIS, POWDER COATED 8 BRONZE ANODIZED ALUMINUM STOREFRONT WINDOWS AND ENTRY DOORS, DOUBLE CLEAR GLAZING 9 EXTERIOR LIGHT, INSTALL PER MANUF. INSTRUCTIONS -- 30" HIGH; FINISH:BRONZE; FIXTURE TO BE NIGHT SKY COMPLIANT. 10 PIN MOUNTED LED ILLUMINATED ADDRESS SIGNAGE, CLEARLY VISIBLE FROM ADJACENT STREET 11 NOT USED 12 POWDER COATED METAL GUARDRAIL 13 WALL -MOUNTED CABLE SYSTEM FOR ESPALIER 14 GLAZING SYSTEM AT STAIRCASE 15 FABRIC AWNING BELOW STORE SIGNAGE ic o - ___• c �__r r _ _ • PAINT SCHEDULE P1 -- BENJAMIN MOORS, YELLOW HAZE COLOR P2 BENJAMIN MOORS, VINTAGE PEWTER siEs lraco E a -- , ° �- 0 Z ~ alliik A,y Lk ELEVATION GRID LINE KEY -- PROPOSED BUILDING A EXISTING AND PROPOSED ADJACENT GRADE FOR EXISTING BUILDING = +/- 370.80' B EXISTING 1ST FLOOR FINISH FLOOR = +/-371.18' C EXISTING MAX. BUILDING HEIGHT = +/- 399.80' D MAX BUILDING HEIGHT ALLOWED = 35' 0" +/ 405.80' NOTES: 1. EXISTING BUILDING EXTERIOR FINISHES TO REMAIN --PAINT ONLY w l i . . SA - - � VAT-4-TrArit-Wn. g g -_- ...4. pulu' _ L Y_ � �5S c ?g��v� � O� mi F � . . -- E n li'iI 11 0 ii ¢¢Ili Ili _ _ w 1 4 8 1 EXISTING BUILDING TO BE REMODELED REAR ELEVATION 1/8" 1 r feet -- EXISTING FINISHES TO MATCH TRASH AREA AND TO REMAIN. PAINT NEW BUILDING PAINT 1 J D EXISTING PORCH (E) TRASH - RIGHT 1/8" 5 (E) TRASH - FRONT 1/8" 3 COLUMNS O BE EEMOVED N — =- - - I I I 'Y _- _ �— -=---ram_ ih, Lu Q ti- lif ' ' Pro — -----,--- ••- 1 --•-_-_•_--Ber. — --. w_ ----- -= — := w._ _w_-_-_._ —_ w._ -------_—_---1-_-wiT _ _ __ w_ -.- -----..z---,..--------,7 -=E=---_7_.„_._-_-..:-,___.---=____._.,;_----T-g_-=_-:---__---;:.--z,„_-_--_:_L.:---..:.-,--,__.-----,-- ____...,__._ 11 1 ii .2- _ ___„.._=_____._ ..___., _____ ...,_._.„ ..21,.. ihiii ___7:7._,,_ _..,_.,_____7_,_,_.___„..._ _____,_.„.._,_ 9 1 _ -- -- - __A �---- -ems � rY ' (IL o _ '� � ` —!— --- W T �v--- - - .. �_ T - � — " lim� _ - - I n a -- �- _ - -�.. t ^ter-a�---- - - i x T v� •_' — , - - - Y� -' _�l • ii _ _ _ �_ y - - _ _ _ - -- = - __ _ __ = gin . �wRk intinti 1 � n �1 �1�� e�11111 =1 11 1 1 1 1 1 1 '—'��1 1 1 1 1 1 1 1 1 r'°-'-�1 ■I ■ ■ �laira�1 :' = 146. -.= Mk O k 1 pea X Q �� .—., 14 I C,: �o�� s o tit. . �:.: w (E) TRASH - LEFT 1/8" 6 (E) TRASH - REAR 1/8" 4 1 4 8 12 EXISTING BUILDING TO BE REMODELED -- LEFT ELEVATION 1/8" 2 KEYNOTES - - feet Z 0 U C/) z O U I..f O O Z J z 0 J Q 0 ce 0 0 V Z Z Z Q J a_ O L 1000 S. Winchester Blvd. San Jose, CA 95113 P : (408) 998 - 0983 F : (408) 404 - 0144 PROJECT NO. 13-01 1 DRAWN BY JA&HC _ _ _ _ DESCRIPTION PLANNING SUBMITTAL SET PLANNING RESUBMITTAL SET PLANNING RESUBMITTAL SET 2 PLANNING RESUBMITTAL SET 3 PLANNING RESUBMITTAL SET 4 PLANNING RESUBMITTAL SET 5 DATE 0 CV O O 08.18.2017 11.01.2017 02.09.2018 05.31.2018 00 0 N — REVISION ELEVATIONS © STUDIO S SQUARED ARCHITECTURE, INC. # = NUMBER OF KEYNOTE BELOW EXISTING PORCH AND COLUMNS TO BE REMOVED EXISTING PORCH AND COLUMNS TO BE REMOVED EXISTING WINDOW TO BE CONVERTED TO DOOR D C :11:11 — -z _ �___ = E Q _ =__ =_- t=___ ��_==_ = PAINT SCHEDULE PAINT P l BENJAMIN M E OOR ,YELLOW HAZE COLOR P2 BENJAMIN MOORE, VINTAGE PEWTER __-tea-_=_ ~- _T7 - _ -_ - - — �� - :� '� _ =_ - _ + .L=ilooa_�oo 0111_ -V y= _ _ = = ` - _ -- - --� _ - .�� ■� �1 1 = _ - - - - 1 - 1 - �i� l_ r — - T= = u = l I-1-1-1-1-1-1-1-1-Nk. FDA I= u u u u u u u u u u 1 1 1 1 1 1-I � =� _ -� -_-_ Ilk 7 1E1 CAL- -: '-_ -••.�ME Ilaefi�l = -- -- MN _ - ' u LiL U u �M u L! N Li•.� , , , .0, r " r: r " r•. r r " " - I I I -- ELEMENT TO BE DEMOLISHED I I I GRID LINE KEY -- PROPOSED BUILDING A EXISTING AND PROPOSED ADJACENT GRADE FOR EXISTING BUILDING = +/- 370.80' B EXISTING 1ST FLOOR FINISH FLOOR = +/- 371.18' C EXISTING MAX. BUILDING HEIGHT = +/- 399.80' D MAX BUILDING HEIGHT ALLOWED = 35'-0" +/- 405.80' NOTES: 1. EXISTING BUILDING EXTERIOR FINISHES TO REMAIN --PAINT ONLY mommin 1 - 1■4 B 1 4 8 1 EXISTING BUILDING FRONT ELEVATION 1 4 8 1 EXISTING BUILDING RIGHT ELEVATION 1/8" feet -- 1/8" 2 feet -- 1 EXISTING PORCH AND COLUMNS TO BE REMOVED D EXISTING DOOR TO BE CONVERTED TO WINDOW ••--=--.r - -_ s --__--=-- -w .T _ �� viler - _ _,. - _ .T- '^ ri/"l t1‘=.,-, - ---ff---_-7=• O r O 7m- K- - - _ ._. . _ -�S�_- •_. �- _ - - - - �� tom. v-w-'_ T` __- .000000000101.11.11."1....r ----- ;- t t_'-'_ _S"__ _Z T ' _ -'T _. __ -__- --may--L-= --- - Zu 2, u u u u u u u u u u u u u u u u u _,., 0 i m on I Q r X 1 1 — o 0 1 I 0 I EXISTING B W 1 4 8 12 1 4 8 12 1/8" 2 KEYNOTES f feet i EXISTING BUILDING -- LEFT ELEVATION z 0 U V) z 0 U 0 0 Z J z 0 J 0 a_ a_ V z_ z z J a_ O L 1000 S. Winchester Blvd. San Jose, CA 95113 P : (408) 998 - 0983 F : (408) 404 - 0144 ' PROJECT NO. 13-011 DRAWN BY Q JA&HC I = _ _ _ DESCRIPTION PLANNING SUBMITTAL SET PLANNING RESUBMITTAL SET PLANNING RESUBMITTAL SET 2 PLANNING RESUBMITTAL SET 3 PLANNING RESUBMITTAL SET 4 PLANNING RESUBMITTAL SET 5 DATE N. 0 CV O N OO N. 0 CV CD o0 N. 0 Cl O — — 02.09.2018 05.31.2018 ao 0 N -4 O — z 0 LU EXISTING ELEVATIONS © STUDIO S SQUARED ARCHITECTURE, INC. # = NUMBER OF KEYNOTE BELOW 1 ROOFTOP MECHANICAL UNITS--T.O.UNIT TO BE BELOW MANSARD PARAPET ELEVATION GRID LINE KEY PROPOSED BUILDING A EXISTING / PROPOSED ADJACENT GRADE= +/- 370.25' B 1ST FLOOR FINISH FLOOR = +/- 370.33' C 1ST FLOOR CEILING HEIGHT (U.N.O.) = +/- 383.83' D SECOND FLOOR FINISH FLOOR = +/- 385.08' E SECOND FLOOR CEILING HEIGHT = +/- 395.08' MAX. BUILDING HEIGHT PROPOSED = +/ 400.16' G MAX BUILDING HEIGHT ALLOWED = 35'-0" +/- 405.25' 1 1 raN TYP 4' A 1t" i FROM EXISTING/PROPOSED GRA v>� ter- �- - _�._ - _ : O _/ • deow III 151resMgoe ett, o L_ airO 0- 4 GRADE t Eo z w LTJ ri?It {a i -8 8 1Pli fEMEN_Mi w 1l _a i y_ m■ z Qom` �- - I II•.I.III. z z 1O .rr © Q — — — t . m A B �a - ri _ Q +/-370.31 ' A ` +/-370.32' V +/-370.33' +/-370.01' IF E GRADE k I +/-370.11' E & N GRADE . IF A, V N GRADE E GRADE N GRADE 1 4 8 1 SECTION 1 1/8" 1 feet G o O E _ LL eo . z La il ikai N i firr.. •+ • d �'e_,.._ C:,o Ail"' <' =,F w • iv"'' J ,:.. Y! �N tia'.. .: �i ..Ati 1• .'a;'iw. i�. A N�'. ..T.::. f'N. U c ~ +/-370.36' J E & N GRADE lb+/-370.26' +/-370.33 +/-370.20I +/-369.60' \ 1, III E GRADE N GRADE E GRADE V N GRADE 1 SECTION 2 1/8" 2 KEYNOTES — — 1 1 feet 1000 S. Winchester Blvd. San Jose, CA 95113 P : (408) 998 - 0983 F : (408) 404 - 0144 PROJECT NO. 13-011 DRAWN BY JA&HC _ _ _ DESCRIPTION PLANNING SUBMITTAL SET PLANNING RESUBMITTAL SET PLANNING RESUBMITTAL SET 2 PLANNING RESUBMITTAL SET 3 PLANNING RESUBMITTAL SET 4 PLANNING RESUBMITTAL SET 5 DATE N. N. 02.09.2018 05.31.2018 00 0 0 0 0 N N N N 00 '- -1' _o N o0 0 0 0 REVISION SECTIONS © STUDIO S SQUARED ARCHITECTURE, INC. OO BKF ENGINEERS CC 41 Z a a CC r N U 0 U i 0 N�pp FF 41 YIO m 4 %O U Z CO -0 _-41 Qoo 00.0 PROJECT DATA OWNER AND SUBDIVIDER: ENGINEER: APN: AREA: EXISTING ZONE: PROPOSED ZONING: EXISTING USE: PROPOSED USE: WATER SUPPLY: SEWAGE DISPOSAL: STORM DRAIN: GAS & ELECTRIC: TELEPHONE: CABLE: FIRE PROTECTION: FLOOD ZONE: 1.6 16212 LOS GATOS BOULEVARD, LLC CONTACT: SCOTT PLAUTZ (408) 655-2326 BKF ENGINEERS 1730 N. FIRST STREET, SUITE 600 SAN JOSE, CA 95112 CONTACT: ISAAC KONTOROVSKY (408) 467-9100 523-06-010,011 0.94± ACRES CH — RESTRICTED COMMERCIAL HIGHWAY CH — RESTRICTED COMMERCIAL HIGHWAY COMMERCIAL 2 COMMERCIAL UNITS (1 NEW AND 1 EXISTING) SAN JOSE WATER COMPANY WEST VALLEY SANITATION DISTRICT TOWN OF LOS GATOS PACIFIC GAS & ELECTRIC SBC TELEPHONE COMPANY COMCAST SANTA CLARA COUNTY FIRE DEPARTMENT THIS PROPERTY IS LOCATED WITHIN ZONE D AS SHOWN IN FLOOD INSURANCE RATE MAP COMMUNITY PANEL NO. 06085C0377H, DATED MAY 18, 2009. ARCHITECTURAL AND SITE REVIEW TOWN OF LOS GATOS, SANTA CLARA COUNTY, CALIFORNIA I 1 11 1 I11 1 11 1 1 11 11 11 11 n 1 11 11 1 11 II 11 114 ill 0 03 lsi 0 Q 0 41 i L MAGNESON LOOP 1-4 1 1 1 1 (E) BLDG SHANNON RD 1 I 1 1 1 1 I 1 1 I � I r _ LUZZrZZr — T I 1 1 PICK ET RME I 1 i I F r 214v., feyrnand J Fi5'14r Middle Schaaf' an �rrrp �y,F d Happy. FI0rUnd Y1' Vasonn Creek . •H Heahhoire Cemer Lom 1-fiac'Way ▪ Blossom Hill Cleaners. viva ▪ 84 a8Qm HJif Prr Cheri y Brossam Lr [Cherrytone Or PROJECT SITE. Presbyterian Church -Los Gatos h off 4' A 0 SHEET INDEX C-1 C-2 C-3 C-4 C-5 C-6 C-7 C-8 C-9 C-10 C-11 VICINITY MAP N.T.S. TITLE SHEET DEMOLITION 8c TREE REMOVAL PLAN SITE PLAN PRELIMINARY GRADING AND DRAINAGE PLAN PRELIMINARY UTILITY PLAN PRELIMINARY INTERIM EROSION CONTROL PLAN EROSION CONTROL DETAILS STORMWATER POLLUTION PREVENTION PROGRAM PRELIMINARY STORMWATER MANAGEMENT PLAN TRASH VEHICLE CIRCULATION FIRE ACCESS EXHIBIT BASIS OF BEARING THE BEARING, N20°40'00"E, OF THE CENTER LINE OF LOS GATOS BLVD (FORMERLY LOS GATOS AND SAN JOSE ROAD), AS SHOWN ON THAT CERTAIN MAP FILED IN THE OFFICE OF THE RECORDER OF SANTA CLARA COUNTY, STATE OF CALIFORNIA, IN BOOK C OF MAPS AT PAGE 41, WAS USED AS THE BASIS OF BEARINGS SHOWN ON THIS MAP. ENGINEER'S STATEMENT THESE PLANS HAVE BEEN PREPARED BY ME OR UNDER MY DIRECTION IN ACCORDANCE WITH STANDARD ENGINEERING PRACTICE. SCOTT R. SCHORK, P.E. BKF ENGINEERS R.C.E. NO. 47813 DATE GRAPHIC SCALE 30 0 SCALE: " 30 ' 1 =30 60 A w w (n O O O • "°' E E O L h- OU O (n O z(.Oo LJ — � O1°° N- z 0 < C/) C/) ENGINEERS . SURVEYORS . PLANNERS CALIFORNIA SANTA CLARA COUNTY 0 0 0 LL_ 0 0 4) 0 0 Z PLANNING RESUBMITTAL SET 3 PLANNING RESUBMITTAL SET 4 PLANNING RESUBMITTAL SET 5 co 0 N O O CO 0 u7 O CO 0 rf') O 0 c tT 4) 0 PLANNING RESUBMITTAL SET 6 o 0 N r"7 0 PLANNING SET 6 - PUBLIC WORKS Drawing Number: c-1 1 OF 11 OO BKF ENGINEERS 7. 17.04 SDMH RIM 370.83± INV 366.33± 24 INV 365.08±(30' INV 364.73±(36 SSMH RIM 370.96± INV 363.71± 6 E INV 363.21± 8"SW) INV 363.11±(8"NE) 11 Cr) CO DEW P ND EX. ENT TYP. CV CV 771 ss SIG AL T TO VED 11 11 o 11 co SSA 43 INV 362. 3± 8 SW EX. TRAFFIC SIGNAL F [p_.papp-ro BE REMOVED co CNJ 0 OVEX. ME T FD 1"IP 0 X. SIGN • TEL MH RIM 36 /TRAFFIC SIGNAL BOX AND LIGHT TO EX. 0 UMENT SIGN TO ELOCATED- REMOVE 'EX. WM AND SERVICE TEL RIM X. AFFIC SIGNAL ND LIGHT TO BE X. TRAFFIC SIG;AL wv VE EX. AV MENT BE/ REMOVED X. PORK ISL ND FIC SD V OH RIM 370.9T± TH TAG 3 70. WITH TAG co 0 co 00 MAGNESON LOOP 1. ALL ONSITE CURBS, GUTTERS, CONCRETE PADS, UNDERGROUND UTILITIES. SHOWN PER SURFACE EVIDENCE AND RECORD MAPS. MAY BE DIFFERENT ASPHALTIC CONCRETE AND ASSOCIATED BASE ROCK TO BE REMOVED. —2444. 0:21— co LANDS OF MILLER APN 523-06-042 16190 LOS GATOS B ADJACE PARKING LO 55 AG 1 2± 6 N EX. FENCE TO REMAIN GRADE DIFFERENCE TAG #2 0 LOT LINE TO BE REMOVEb - BY SEPARATE INSTRUME 6"C MYRT TAG # 47,,,,i2„7,,,,,...,:.L... . 0. a., .,._ T MAIN wwwmpil---A-11177---' P. ,Tylr',„_,_.__.,,N 1,1k:_,___C L__ 11114111142 a _ 0:0_, .... (7. ;S/ uD .76 GT: REMAIN, aksta, .e. ,41..,0_23wcy.:,:i PRO:Ei CT IN PLACE 60 rri LINES TO REMAIN NV 366.9 366. EX. CO TO MAIN FENCE W/ LANDS OF PLISCHKE APN 523-06-014 6770 MAGNESON LOOP EX. WOOD FENCE TO REMAIN PROTECT IN PL EX. GAS METER AND ELECTRIC METER EX. BUILDING TO REMAIN APN 523-06-010 16212 LOS GATOS BLVD COSTING BUILDING EX. JT TO REMAIN SE APN 23-06-0 16760 MAGNESON LOO EX. AC UNIT TO REMAIN p \NE 7 EX AC 369.59 BASIS OF BEARINGS. THE BEARING, N20°40'00"E, OF THE CENTER LINE OF LOS GATOS BLVD (FMLY LOS GATOS AND SAN JOSE ROAD), AS SHOWN ON THAT CERTAIN MAP FILED IN THE OFFICE OF THE RECORDER OF SANTA CLARA COUNTY, STATE OF CALIFORNIA, IN BOOK C OF MAPS AT PAGE 41, WAS USED AS THE BASIS OF BEARINGS SHOWN ON THIS MAP. FOUND IRON PIPES (IP) IN LOS GATOS BOULEVARD AREA CONSISTENT WITH MONUMENTS PER RECORD OF SURVEY MAP BOOK 216 PAGE 12 NOTE: 1 BOUNDARY DATA COMPILED FROM RECORD INFORMATION. 2. MEASUREMENT OF BUILDING LINE IS TO THE FACE OF STUCCO OR SIDING. 3. NEIGHBORING BUILDING LINES APPROXIMATED BY BING MAPS AERIAL PHOTO. LANDS OF HOWLAND APN 523-06-016 16750 MAGNESON LOOP EX. TRASH ENCLOSURE TO REMAIN LANDS OF JONG APN 523-06-009 16763 SHANNON ROAD EX. AC PAVEMENT TO REMAIN EX. CMU WALL TO REMAIN RELOCATE EX. SIGN EX. PG&E AND TEL BOX TO REMAIN AND SHALL BE UPGRADED TO TRAFFIC -RATED STRUCTURES. BY OTHERS Ex 26„ Pk, ADJUST TO PROPOSED GRADE ± 6 NE • up culg31 .TER -z0Vi 40E&NN ,, X. UTILITY IROLE -A OTO REMAIN EX. GUY WIRE TO BE RELOCATED om 021 SS SS 368.— ITER up GU ILANDS OF DUFORT 368.32 LEGEND: AC BC BW CB CMP CO CRN DW EC EM EP FCOR FD FF FL FH FW GC GF GFC GM HCR INV IP JP LG 0/H PC RW R/W SL SSCO SSMH SDMH TBC TC TOB TOE TP TRC TW VCP WV WM — CTV- - SS- - SD- 0 ASPHALT CONCRETE BUILDING CORNER BACK OF WALK CATCH BASIN CORRUGATED METAL PIPE CLEAN OUT CROWN DRIVEWAY EDGE OF CONCRETE ELECTRIC METER EDGE OF PAVEMENT FENCE CORNER FOUND FINISHED FLOOR FLOW LINE FIRE HYDRANT FRONT OF WALK GROUND GARAGE CORNER GARAGE FACE/FRONT GROUND AT FENCE GAS METER HANDICAP RAMP INVERT IRON PIPE JOINT POLE LIP OF GUTTER OVERHEAD PROPERTY CORNER RETAINING WALL STREET LIGHT SANITARY SEWER CLEANOUT SANITARY SEWER MANHOLE STORM DRAIN MANHOLE TOP BACK ROLLED CURB TOP OF CURB TOP OF BANK TOE OF BANK TOP OF PAVEMENT TOP OF ROLLED CURB TOP OF WALL UNDERGROUND VITRIFIED CLAY PIPE WATER VALVE WATER METER BOX CABLE TELEVISION LINE ELECTRICAL LINE GAS LINE SANITARY SEWER LINE STORM DRAIN LINE TELEPHONE LINE WATER LINE PROPERTY LINE ADJACENT LOT LINE EX. TREE TO BE REMOVED, SEE LANDSCAPE PLANS EX. TREE TO BE RELOCATED, SEE LANDSCAPE PLANS EX. TREE TO REMAIN, SEE LANDSCAPE PLANS EX. TREE PROTECTION, SEE LANDSCAPE PLANS REMOVE SITE LIGHTING AND ASSOCIATED FOOTING EXISTING UTILITY TO BE REMOVED EXISTING UTILITY TO BE ABANDONED REMOVE EXISTING PAVEMENT MARKING REMOVE AC PAVEMENT REMOVE CURB, GUTTER, AC PAVEMENT CONCRETE WALKWAY REMOVE SIDEWALK AND CURB & GUTTER GRAPHIC SCALE 20 0 20 SCALE: 1"=20' 40 1.14 >tb Lim ENGINEERS . SURVEYORS . PLANNERS co M CO Ill co ix ca 0 —I 15 (471 L7J CALIFORNIA SANTA CLARA COUNTY 0 0 PLANNING RESUBMITTAL SET 3 PLANNING RESUBMITTAL SET 4 PLANNING RESUBMITTAL SET 5 PLANNING RESUBMITTAL SET 6 PLANNING SET 6 — PUBLIC WORKS co CNJ CO LA CO LO 0 Date: 01/23/2019 cNi 0 cn Approved: SS Job No: 20116085-20 Drawing Number: C-2 2 °F 11 OO BKF ENGINEERS n (5 f) 0 (N) CURB RAMP PER CALTRANS STANDARD PLAN A88A "CASE A" 11 11 11 0 vr 1 W 0 0) 0 0 (11't) (10'±) t 11 / / (N) LANE STRIPING 11 (12'.t) EXISTING BUS STOP (11 'f) SOLID GREEN BIKE LANE SOLID GREEN BIKE LANE kll RELOCATE EX. STREET SIGN kll "MAGNESON LOOP" (11'±) (11'1 SOLID GREEN BIKE LANE (N) CURB RAMP PER TOWN STANDARD KO) SOLID GREEN BIKE LANE (N) CURB RAMP PER CALTRANS STANDARD PLAN A88A "CASE A" TYP. 0 N 4 ° A=99'32' 10" L=78.18' R45.00' °< 4 0 3' EXISTING (11 f) SOLID GREEN BIKE LANE SOLID GREEN BIKE BOX (11 '1.) I' 10'f EX. BUS STOP (3)(6) c MAGNESON LOOP / I I EXISTING "NO PARKING" RED PAINTED CURB BETWEEN MAGNESON LOOP AND EXISTING DRIVEWAY TO THE SOUTH I EXISTING DRIVEWAY 10 ,t TO REMAIN I I 1 BIKE LANE (N) BLDG -H in LANDS OF MILLER APN 523-06-042 16190 LOS GATOS BLVD .,w...=„ FARKING LO 1 S'-2 0' GRA6E S.78'52'10"E. `V 2' OH TYP. '7 '7 3i wiry — IS ' 00, 0 113.11' 8.5' TYP, 1/1/1/1/ , / /1/ /1 l/1//Z 0 SOLID GREEN BIKE LANE 20' (N) STRIPING /////////////////////////////////////// i EXf SIGN TO REMAIN -H Tr) TYP. 2' OH TYP, LANDS OF PLISCHKE APN 523-06-014 16770 MAGNESON LOOP S.78'52' 10"E. LANDS OF ROUSE APN 523-06-015 16760 MAGNESON LOOP OEX. TRASH ENCLOSURE TO REMAIN CONC R WALL. YARDS 2.0'7,m,,,,1 ASP. 444Il Q i 2' OH = ! I TYP. 1 16 TYp. (E) BLDG TO REMAIN APN 523-06-010 16212 LOS GATOS BLVD EXISTING BUILDING FF = 371.18 4 178.12' SOLID GREEN BIKE LANE SHANNON ROAD 0 25' 118.20' coN%ARM / CONFORM zagt 16' TYp. 0 EX. CURB & GUTTER -� TO REMAIN R=52' 22' DW 0 it 1 I in M � � 0 I I 0 (2 i OH (7'f) (5'±) 120 ABBREVIATIONS BC BCV BW CB EG (EX), EX. FC FF FG FL GB GF HP LS (N) OFD P.A.E. P.U.E. R RIM SD SDAD SDJB SSMH SLP SSCO SW TYP TC TW BACK TOP OF CURB BACK CHECK VALVE FINISHED GRADE AT BOTTOM OF WALL CATCH BASIN CENTER LINE EXISTING GRADE EXISTING FACE OF CURB FINISHED FLOOR FINISHED GRADE FLOW LINE ELEVATION GRADE BREAK GARAGE FLOOR HIGH POINT LANDSCAPE NEW OVERFLOW DRAIN PROPERTY LINE PUBLIC ACCESS EASEMENT PUBLIC UTILITY EASEMENT RADIUS RIM OF GRATE ELEVATION STORM DRAIN STORM DRAIN AREA DRAIN STORM DRAIN JUNCTION BOX SANITARY SEWER MANHOLE SEE LANDSCAPE PLANS SANITARY SEWER CLEANOUT SIDEWALK TYPICAL TOP OF CURB TOP OF WALL LANDS OF HOWLAND APN 523-06-016 16750 MAGNESON LOOP LANDS OF JONG APN 523-06-009 16763 SHANNON ROAD /7 T EX. 26" PICKET FENCE CONFORM i16LANDS OF DUFORT APN 523-06-017 740 MAGNESON LOOP LEGEND PROPERTY LINE ADJACENT LOT LINE SAWCUT LINE VEHICULAR OVERHANG VERTICAL CURB AND GUTTER VERTICAL CURB BIORETENTION BASIN CONCRETE VALLEY GUTTER ASPHALT CONCRETE (AC) CONCRETE SIDEWALK CONCRETE DRIVEWAY SOLID GREEN BIKE LANE DRIVEWAY PER TOWN OF LOS GATOS STDS. ADA CURB RAMP KEY NOTES CONCRETE VERTICAL CURB AND GUTTER, SEE TOWN STD PLAN NO. 210 CONCRETE VERTICAL CURB, SEE TOWN STD PLAN NO. 211 CONCRETE VALLEY GUTTER, SEE TOWN STD PLAN NO. 212 CONCRETE DRIVEWAY, SEE TOWN STD PLAN NO. 218 18" CURB OPENING, SEE DETAIL THIS SHEET PARKING STRIPING, SEE TOWN STD PLAN NO. 264 BIKE RACK, SEE LANDSCAPE PLANS SHEET L1.2 EXISTING AC PAVEMENT TO REMAIN EXISTING TRASH ENCLOSURE TO REMAIN EXISTING CURB AND GUTTER TO REMAIN EXISTING CMU WALL TO REMAIN EXISTING AC UNIT TO REMAIN, VERIFY IN FIELD BENCH, SEE LANDSCAPE PLANS SHEETS L1.1 Sc L1.2 PATIO AREA WITH 18" SEAT WALL. SEE ARCHITECTURAL AND LANDSCAPE PLANS CONCRETE SIDEWALK, SEE TOWN STD PLAN NO. 216 DOWN TO FLOWLINE FLUSH CURB & GUTTER SECTION A -A 18" CURB OPENING DETAIL NTS GRAPHIC SCALE 20 0 20 SCALE: 1"=20' 40 o E Ls= ENGINEERS . SURVEYORS . PLANNERS Ci 51 co li w im CALIFORNIA SANTA CLARA COUNTY GO 0 CD 09 0 0 0 PLANNING RESUBMITTAL SET 3 PLANNING RESUBMITTAL SET 4 PLANNING RESUBMITTAL SET 5 PLANNING RESUBMITTAL SET 6 PLANNING SET 6 — PUBLIC WORKS co o CO 0 Date: 01/23/2019 0 cn Approved: SS Job No: 20116085-20 Drawing Number: C-3 OO BKF ENGINEERS SSMH RIM 370.96± PARKING PROPOSED CURB St GUTTER tC SDMH RIM 370.83± lifi bkia.... os 00 INV 366.33± 24 aid_ 07,cti,370-95 it ill i § 9' 6" BIORETENTION BASIN (LINED) TREATMENT AREA 1 MAX 5' & P.A.E. CONFORM EX TC SSMH RIM 370.43± INV 362.53± 8 SW INV 362.43± 8"NW INV 362.33± 8"NE) SIBbARP WITH TAG RIM 370.4± INV 365.9± 12 SW INV 365.0±(12"N HP 3 SDMH RIM 370.91± INV 366.91±(12"SW) INV 366.66±(24"SW) FiPgu 4.5' 6" VERTICAL' [CURB 2% MAX. PROPOSED SIDEWALK • LS FC SSMH RIM 369.3t 0 0 70.08 LIP 36 FL TC 370.87 kll C 10\ I V VON: 9. 3 2 ± MAX. v- CO Rm 70.7 AD 369.0 (N) BLDG FF 370.69 0-26 ENT PARKING LO eV? 72 TAG #1 15"PINE 0' GRADE DIFFERENCE TAG #2 TC 370.48 FF 370.69 370.57 INV 366.99± 6 N SHANNON ROAD 20' 20' SHANNON ROAD DETAIL TH° INS SHT 1- to to cri 01 co m co ro RIM 370.05 20' FL 368,34 3.60 EG 371.0± D FENCE W/ LATTICE (E) BLDG (FF 371.18) PV 369 78 EARTHWORK CUT: 400 CUBIC YARDS = BUILDING 200 CY; PARKING 120 CY; LANDSCAPING 80 CY (1 1/2" ACROSS SITE) FILL: 300 CUBIC YARDS = BUILDING 50 CY; PARKING 180 CY; LANDSCAPING 70 CY (3/4" ACROSS SITE) EXPORT: 100 CUBIC YARDS EARTHWORK QUANTITIES ARE APPROXIMATE QUANTITIES AND ARE FURNISHED FOR INFORMATION ONLY. THE ACTUAL AMOUNT OF EARTH MOVED WILL VARY DEPENDING ON THE PROPERTIES OF THE SOILS ENCOUNTERED, THE CONTRACTOR'S METHOD OF OPERATION, ETC. BIDDERS ARE RESPONSIBLE FOR DOING THEIR OWN QUANTITY TAKEOFF. MAXIMUM GRADED CUTS AND FILLS SITE ELEMENT CUT FILL BUILDING 1.5' 1.0' PARKING 1.5' 0.5' LANDSCAPING 1.0' 0.5' to EX SSCO ADJUST TO GRAD 374) PV 370.16 SDCO 368.6 TC Jag ag. PRIVATE PROPERTY) 2.0% MAX. C 369.21 DJUST TO FINISH 370.7± BB 368.0 W TC=BW 369.02 8.92 FL 368.0 FG 368.6 CO 368.6 BB 368.0 BW 368.95 CONFORM BW 368.25± TC= AC END VERTICAL CURB BEGIN VERTICAL CURB TC 368.81 END CURB & GUTTER A (E) FC 2' 2' 16' PROPOSED CURB & GUTTER DEEP LIFT AC CONFORM REMOVE AND REPLACE PAVEMENT TO CENTER LINE OR ALTERNATIVE PAVEMENT REHABILITATION MEASURES AS APPROVED BY THE TOWN ENGINEER EXISTING EG CURB & GUTTER EXISTING rSIDEWALK 30.32 SSMH RIM 368.32± INV 364.82± 6 LEGEND oozzooi 4 ad (EG 370.3±) OFD AD 0 JB BB PROPERTY LINE ADJACENT LOT LINE SAWCUT LINE VERTICAL CURB AND GUTTER VERTICAL CURB BIORETENTION BASIN CONCRETE VALLEY GUTTER ASPHALT CONCRETE (AC) CONCRETE SIDEWALK CONCRETE DRIVEWAY REMOVE & REPLACE PAVEMENT TO CENTER LINE OR ALTERNATIVE PAVEMENT REHABILITATION MEASURES AS APPROVED BY THE TOWN ENGINEER PUBLIC AC - DEEPLIFT OVERLAND DRAINAGE RELEASE PATH PROPOSED GRADE EXISTING GRADE STORM DRAIN MANHOLE OVERFLOW DRAIN AREA DRAIN JUNCTION BOX BUBBLER BOX STORM DRAIN CLEANOUT ABBREVIATIONS BC BCV BW CB EG FC FF FG FL GB GF HP LS (N) OFD P.A.E. P.U.E. RIM SD SDAD SDJB SSMH SLP SSCO SW TYP TC TW BACK TOP OF CURB BACK CHECK VALVE FINISHED GRADE AT BOTTOM OF WALL CATCH BASIN CENTER LINE EXISTING GRADE EXISTING FACE OF CURB FINISHED FLOOR FINISHED GRADE FLOW LINE ELEVATION GRADE BREAK GARAGE FLOOR HIGH POINT LANDSCAPE NEW OVERFLOW DRAIN PROPERTY LINE PUBLIC ACCESS EASEMENT PUBLIC UTILITY EASEMENT RADIUS RIM OF GRATE ELEVATION STORM DRAIN STORM DRAIN AREA DRAIN STORM DRAIN JUNCTION BOX SANITARY SEWER MANHOLE SEE LANDSCAPE PLANS SANITARY SEWER CLEANOUT SIDEWALK TYPICAL TOP OF CURB TOP OF WALL GRAPHIC SCALE 0>tii Lim 12 ENGINEERS . SURVEYORS . PLANNERS EL Lt91 CC1 HI Z. fi ,9 Lil Cn CL CALIFORNIA SANTA CLARA COUNTY TOWN OF LOS GATOS ce PLANNING RESUBMITTAL SET 3 PLANNING RESUBMITTAL SET 4 PLANNING RESUBMITTAL SET 5 PLANNING RESUBMITTAL SET 6 PLANNING SET 6 — PUBLIC WORKS CD co CA CO CA CO 0 Date: 01/23/2019 Scale: AS NOTED 0 cn Approved: SS Job No: 20116085-20 Lal ZWM SECTION A -A NTS CURB TRANSITION DETAIL NTS 20 0 20 40 Drawing Number: C-4 4 °F 11 OO BKF ENGINEERS Ro � eFRr s R0 SDMH RIM 370.83± INV 366.33± 24 INV 365.08±(30 INV 364.73±(36 SSMH RIM 370.96± INV 363.71± 6 E INV 363.21± 8"SW) INV 363.11±(8"NE) 11 0) U SSMH RIM 370.43± INV 362.53± 8 SW INV 362.43± 8"NW INV 362.33± 8"NE) SDMH RIM 370.4± INV 365.9± 12 SW INV 365.0± 12"N .• ± 36"S 3 SDMH RIM 370.91± `I INV 366.91±(12"SW) INV 366.71±(12"SW) INV 366.66±(24"SW) n 8 20'-4"S s 1 SSMH S=2. Oq0 ` G RIM 369.3 f W1(i 4"6„ jNV 362.' TEL MH RIM 36 0) 0 0 " DICL � W 1 1 INV 365.28 /////////////////////// /////////////////////////, JT AD 369.0 cn INV 367.24 I0 co SSCO INV 366.56 co 0_ TER TO EMOVED (N) BLDG EX SDMH TO REMAIN 4" GAS TEL RIM ADJACENT PARKING LOT 1.5'-2.0' GRADE DIFFERENCE 2"DW POC 4"FW POC 0 0 � mob\ If z 0 ie No mow& II II LL UJ (n .0 Co Co (n 0o8> �rn ; > J cD a 4 4 ma(O McoMM co N�m I»>.I �pzzz N 7'-12"RCP S=2.0% INV 366.99± 6 NE INV 366.99±(6"E) INV 366.94±(12"W) SSCO INV 364.4± W W ADJUST E7SSUU TO S FINISH GRADE EX. PG&E BOX SHALL BEN UPGRADED TO TRAFFIC STRUCT - ■ I TEIE •"_': _-: RADE BY OTHER 1 1 1 I 1 1 1 CONC RET WALL (E) BLDG EX SSCO ADJUST TO GRAD EX. 4" SS TO REMAIN � Qa°p' u 5 (0 M r) i ■ M M i' %I' m --" 00 in to CONN ��vr & P.A.. iglirr X. 12KV SS c==SS SS 0 INV 361.0t SUMP INV 367.14 (12"S T) G- SHANNON ROAD G G /////////////////////////////////////////////////////// 0 I 1 1 I 1 1 1 B 368.0 365.75 6" VCP SS EX. 6" GAS 1 SDCO 368.6 INV 365.83 BB 368.0 INV 365.90 IRR POC 1 1 i 1 I 1 1 lJ r EX. 26' PICKET FENCE SIGN x x x x S E. TELE BR SHALL BESS ,BADED Tn IIRAF=1('-RAIFD- UCTURE AND ADJUST TO PROPOSED GRADE BY OTHERS BIORETENTION BR-4 FG 368.6 BUBBLER BOX RIM 368.0 INV 365.75 1 1 SS W SS 1 I I 1 1 i I 22' DRIVEWAY SSMH RIM 368.32± INV 364.82±(6") 6" SD CONNECTING BOTH BIORETENTIONS BR-4 AND BR-4.1 WITH THE SAME RIM AT 368.0 SECTION B-B NTS FINISH GROUND LEGEND - - PROPERTY LINE - - ADJACENT LOT LINE SAWCUT LINE SD Ss w FW IRR E JT SDMH O OFD ❑® AD JB BB SDCO e SSMH Ssco • DCDA RPDA P) c7 WM BFP 0B0 AFDC �FH (E) FH PVC SD PIPE IN PLACE 4 WEEP HOLES AT BOTTOM OF STRUCTURE VERTICAL CURB AND GUTTER VERTICAL CURB BIORETENTION BASIN CONCRETE VALLEY GUTTER STORM DRAIN LINE (TREATED) STORM DRAIN LINE (UNTREATED) SANITARY SEWER LINE DOMESTIC WATER LINE FIRE WATER/SERVICE LINE IRRIGATION WATER LINE ELECTRICAL LINE JOINT TRENCH LINE (DESIGN BY OTHERS) STORM DRAIN MANHOLE OVERFLOW DRAIN AREA DRAIN JUNCTION BOX BUBBLER BOX STORM DRAIN CLEANOUT SANITARY SEWER MANHOLE SANITARY SEWER CLEANOUT DOUBLE CHECK DETECTOR ASSEMBLY REDUCED PRESSURE DETECTOR ASSEMBLY WATER METER WATER VALVE BACK FLOW PREVENTER BLOW OFF VALVE FIRE DEPARTMENT CONNECTION PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT 12"x12" DROP INLET AND GRATE PER DETAIL 2, THIS SHEET COBBLE STONES VARIES 2"0 - 4"0 INFILTRATION BASIN FLOW LINE COBBLE ENERGY DISSIPATER AT DOWNHILL/FLAT SIDES SURROUNDING BUBBLER BOX STRUCTURE. SEE LANDSCAPE DRAWINGS FOR COBBLE DETAILS. (TYP.) 2" WEEP HOLE (TYP.) 12" MIN CLASS II PERMEABLE ROCK. SEE DETAIL 7, B.R. NOTES FOR INFORMATION BUBBLER BOX DETAIL BIORETENTION BR-4.1 FG 368.6 BUBBLER BOX RIM 368.0 INV 365.90 NTS GRAPHIC SCALE 20 0 20 SCALE: 1"=20' 40 N - F (n 0-) O <O U) v amE E o L r- OU ocn(0 zCOo O 1 Z r D< cJ) (J) Ls= ENGINEERS . SURVEYORS . PLANNERS CALIFORNIA SANTA CLARA COUNTY 0 (3 (n 0 LL 0 0 1n c 0 .1 .; PLANNING RESUBMITTAL SET 3 PLANNING RESUBMITTAL SET 4 PLANNING RESUBMITTAL SET 5 PLANNING RESUBMITTAL SET 6 PLANNING SET 6 — PUBLIC WORKS 0 0 co 0 O N O CO 0 L LA O CO 0 O 0) 0 0 0) 0 N M 0 O z Date: 01/23/2019 0 II O 0 (n 0 cn 0) 0 1- 0 c 0 0 Approved: SS Job No: 20116085-20 Drawing Number: C-5 5 OF 11 OO BKF ENGINEERS =wm =-w Qo-I 0 Jaa TABLE A PERVIOUS AND IMPERVIOUS SURFACES COMPARISON TABLE PROJECT PHASE NUMBER (N/A, 1, 2, 3, ETC): N/A TOTAL SITE (ACRES): 0.94 TOTAL AREA OF SITE DISTURBED (ACRES): 0.79 IMPERVIOUS SURFACES EXISTING CONDITION OF SITE AREA (SQUARE FEET) EXISTING CONDITION OF SITE AREA TO REMAIN (SQUARE FEET) PROPOSED CONDITION OF SITE AREA DISTURBED (SQUARE FEET) REPLACED NEW ROOF AREA(S) 2,351 2,351 0 7,046 PARKING 28,211 3,363 17,191 0 SIDEWALKS, PODIUM, PATHS, ETC. 1,950 782 1,950 486 STREETS (PUBLIC) 0 0 0 0 STREETS (PRIVATE) 0 0 0 0 TOTAL IMPERVIOUS SURFACES: 32,512 6,496 19,141 7,532 PERVIOUS SURFACES LANDSCAPE AREA 8,526 7,869 0 PERVIOUS PAVING 0 0 0 OTHER PERVIOUS SURFACES (GREEN ROOF, ETC) 0 0 0 TOTAL PERVIOUS SURFACES: 8,526 7,869 0 TOTAL EXISTING TO REMAIN + PROPOSED REPLACED + NEW IMPERVIOUS SURFACES: 33,169 TOTAL PROPOSED REPLACED + NEW PERVIOUS SURFACES: 7,869 Rp eFRTs R q0 4So 11 ll0 ,po H SD 0 MH 0 0 U I cra f ! J 0 o 1 n co 0 //og � 1 SD 11 0 T.f) SD TABLE B SITE CONDITIONS SOIL TYPE: SILTY SAND WITH GRAVEL AND SILTY GRAVEL WITH SAND DEPTH TO GROUNDWATER: GROUNDWATER WAS NOT ENCOUNTERED 100-YEAR FLOOD ELEVATION: ZONE D RECEIVING WATER BODY: LOS GATOS CREEK POLLUTANTS: (INCLUDING, BUT NOT LIMITED, TO THE FOLLOWING) SEDIMENT & TRASH GREASE & OIL HEAVY METALS HAZARDOUS WASTE POLLUTANT SOURCE AREAS: -ROOF -PARKING AREA -DRIVEWAY SOURCE CONTROL MEASURES: -BENEFICIAL LANDSCAPING; -MAINTENANCE; -STORM DRAIN LABELING; -FIRE SPRINKLER/HYDRANT/AC CONDENSER DISCHARGE TEST, WATER TO LANDSCAPE SITE DESIGN MEASURES: -MINIMIZE IMPERVIOUS SURFACES; -CLUSTER STRUCTURES/PAVEMENT; -DIRECT RUNOFF TO VEGETATED AREAS; -DISCONNECTED DOWNSPOUTS/DIRECT ROOF RUNOFF TO VEGETATED AREAS: 1 AD 369.0 (N) BLDG EX SDMH TO REMAIN RIM 370.24± V ADJACENT PARKING LO 1.5'-2 SF GRADE DIFFERENCE -- 6' WOOD FENCE W/ 2' LA1 i. a° � ',.Z0 z-/ z-z % '4 "4 " '4-'4 g PMII W/CUMP PIM RIM 370.05 i Z cZ / r,__G i ' I I oe TABLE C TREATMENT CONTROL MEASURE SUMMARY DRAINAGE AREAS DRAINAGE AREA SIZE (SQ. FT.) PERVIOUS SURFACE (SQ. FT.) TYPE OF PERVIOUS SURFACE IMPERVIOUS SURFACE (SQ. FT.) IMPERVIOUS SURFACE TYPE (SQ. FT.) TREATMENT REQUIRED (SQ. FT.) TREATMENT PROVIDED (SQ. FT.) PROPOSED TREATMENT CONTROLS ROOF (C=0.90) CON (C=CRETE.80) ASPHALT (C=0.70) A-1 9,293 1,476 LANDSCAPE (C=0.10) 7,817 7,046 771 0 313 313 R 1T NIO BIORETENTION B.R. (313) A-2 15,623 3,616 LANDSCAPE (C=0.10) 12,007 0 1,257 10,750 480 480 BIORETENTIONR B.R. (480) A-3 6,130 791 LANDSCAPE (C=0.10) 5,339 0 1,030 4,309 214 214 BIORETENTIONB3 (214) A-4 9,992 1,986 LANDSCAPE (C=0.10) 8,006 2,351 160 5,495 320 320 BIORETENTI ON B.R. 4 B.R. 4(96) & 1 TOTAL 41,038 7,869 33,169* 9,397* 3,218* 20,554* SIZING IS BASED OFF OF SANTA CLARA VALLEY URBAN RUNOFF POLLUTION PREVENTION PROGRAM'S SIZING FOR VOLUME -BASED TREATMENT MEASURES WORKSHEET IN APPENDIX B OF THE C.3 STORM WATER HANDBOOK. *THESE AREAS INCLUDE EXISTING IMPERVIOUS AREAS AS FOLLOWS: ROOF (2,351 SF), ASPHALT (3,363 SF) AND CONCRETE (782 SF). LEGEND SDCO 368.6 SHANNON ROAD L J CI CONC R BR-* VIER PROPERTY LINE ADJACENT LOT LINE VERTICAL CURB AND GUTTER VERTICAL CURB BIORETENTION BASIN VALLEY GUTTER DRAINAGE AREA BOUNDARY POINT OF TREATMENT OF DRAINAGE AREA POINT OF STORM WATER DISCHARGE FROM TREATMENT BIORETENTION DESIGNATION DIRECTION OF FLOW OFD 368.5 SDCO 368.6 BB 368.0 1 rEX. 26" PICKET FENCE V BIORETENTION(B.R.) NOTES 1. SOIL MIX SHALL MEET REQUIREMENTS AS SPECIFIED IN BASMAA REGIONAL BIOTREATMENT SOIL SPECIFICATION FOUND IN APPENDIX C OF THE SCVURPPP C.3 HANDBOOK. SEE BIORETENTION NOTE 2 BELOW. 2. CLASS 2 PERMEABLE ROCK SHALL BE 1 TO 3/4-INCH ROCK PER CALTRANS RECOMMENDATIONS, WASHED AND FREE FROM CLAY OR ORGANIC MATERIAL. DEPTH OF ROCK TO INCREASE WITH SLOPE OF PIPE. 3. PERFORATED PIPE SHALL BE PVC SDR 35, WITH 1/2" PERFORATIONS ON THE BOTTOM WITH SLOPE OF 0.5% MIN. 4. IT IS RECOMMENDED THAT THE BIORETENTION AREA BE SIZED TO BE 4% OF THE IMPERVIOUS SURFACE AREA ON THE PROJECT SITE. THE AREA OF TRIBUTARY IMPERVIOUS SURFACE MULTIPLIED BY THE 0.04 SIZING FACTOR WILL EQUAL THE REQUIRED SURFACE AREA OF THE BIORETENTION AREA. 5. SEE SHEETS C-4 & C-5 FOR FG, FL, OR RIM ELEVATIONS FOR BIORETENTION AREA. 6. THE SECTION BASIN WIDTH VARIES FROM 0'-75' FT WIDE. 7. INSTALL 3 INCHES OF FLOAT RESISTANT (COMPOSTED) MULCH ON THE SURFACE OF THE BIOTREATMENT SOIL TO PROTECT THE SOIL. � j\j / 3:1 SLOPE MAX • / j 12" MIN CLASS 2 PERMEABLE ROCK (SEE BR NOTE 2) SUBGRADE PER GEOTECHNICAL RECOMMENDATIONS CURB & GUTTER FLOWLINE SET 0.1'-0.6' ABOVE TOP OF B.R. FG SD CLEAN OUT VARIES, SEE PLANS BUBBLER BOX SEE DETAIL, SHEET C-5 - 3" MULCH, SEE NOTE 7 18" BIO-SOIL MIX (SEE BR NOTE 1) 4"-6"P 'RF0RATED PIPE PERFORATION ON BOTTOM SLOPE =0.5% MIN COBBLES AT CURB CUT 3:1 MAX LANDSCAPE SLOPE 3" MULCH, SEE NOTE 7 NOTE: 4"-6" PERFORATED PIPE PERFORATION ON BOTTOM SLOPE =0.5% MIN OVERFLOW DRAIN FG • TYPICAL SECTION: BASIN HORIZ: 1"=10' VERT: 1 "=2' .5' OVERFLOW DRAIN 3:1 MAX SIDE SLOPE 6" MIN. 18" BIO-SOIL MIX (SEE BR NOTE 1) 12" MIN CLASS 2 PERMEABLE ROCK DEPTH TO INCREASE WITH SLOPE OF UNDER DRAIN. (SEE BR NOTE 2) TYPICAL SECTION: OVERFLOW DRAIN HORIZ: 1 "=10' VERT: 1 "=2' BIORETENTION BASIN DETAIL NTS NO DUMPING! gimik DRAINS TO CREEK STENCILING LOCATION: CONTRACTOR SHALL STENCIL ALL STORM DRAIN INLETS AND CATCH BASINS WITH THE "NO DUMPING! DRAINS TO CREEK" STENCIL. THE "NO DUMPING!" MESSAGE SHOULD BE APPLIED TO BOTH THE TOP OF THE CURB AND THE FACE OF THE CURB NEXT TO THE STORM DRAIN INLET, PREFERABLY ON THE LEFT SIDE. IF THIS IS NOT FEASIBLE, PLACE THE MESSAGE IN THE STREET IN FRONT OF THE INLET. STORM DRAIN LABELING DETAIL NTS GRAPHIC SCALE 20 0 20 SCALE: 1"=20' 40 A w LO (n rn o o E E O L h- OU o(n co z()o " 0 1_ °0 3 r, < (n (n ENGINEERS . SURVEYORS . PLANNERS CALIFORNIA SANTA CLARA COUNTY TOWN OF LOS GATOS 1n c 0 PLANNING RESUBMITTAL SET 3 PLANNING RESUBMITTAL SET 4 PLANNING RESUBMITTAL SET 5 PLANNING RESUBMITTAL SET 6 0 0 0 co 0 0 CA O CO 0 LA O 0 0 O 0) 0 0 0 N M 0 0 Z Scale: AS NOTED Approved: SS Drawing Number: C-6 6 OF 11 11 OO BKF ENGINEERS INTERIM EROSION CONTROL MEASURES (USE AS APPLICABLE TO YOUR PROJECT.) NOTES: 1. IT IS THE RESPONSIBILITY OF THE OWNER/CONTRACTOR TO INSURE THAT NO MUD OR SILTATION LEAVES THE PROJECT SITE. 2. INTERIM EROSION CONTROL MEASURES MUST BE COMPLETED AND IN PLACE BY OCTOBER 1. 3. ALL INTERIM EROSION CONTROL MEASURES MUST BE CONTINUOUSLY MAINTAINED THROUGHOUT THE OCTOBER 1 TO APRIL 15 RAINY SEASON. 4. CALL THE INSPECTION LINE AT (408) 399-5760 BY SEPTEMBER 15 FOR INSPECTION OF EROSION CONTROL DEVICES. CALL 24 HOURS IN ADVANCE. INCLUDE GRADING PERMIT NUMBER. 5. IF EROSION CONTROL MEASURES ARE NOT IN PLACE AS REQUIRED OR NOT MAINTAINED, ALL WORK SHALL CEASE UNTIL EROSION CONTROL MEASURES ARE REMEDIED. MEASURES: 1. INSTALL SILT FENCE. PROVIDE DETAIL, SHOW LOCATION ON PLANS AND ADD NOTES AS NEEDED. 2. SEED EXPOSED AREAS PER TOWN SPECIFICATIONS. SEE BELOW. 3. INSTALL DRAINAGE MEASURES INCLUDING CATCH BASINS, ENERGY DISSIPATORS, ETC. PROVIDE DETAIL, SHOW LOCATIONS ON PLANS, AND ADD NOTES AS NEEDED. 4. INSTALL CHECK DAMS, SEDIMENT TRAPS AND BASINS, TEMPORARY SWALES. 5. INSTALL JUTE NETTING OVER SEEDED AND MULCHED SLOPES. 6. COVER BARE SLOPES WITH STRAW BLANKETS. SEEDING SPECIFICATIONS: 1. SEED AND MULCH WILL BE APPLIED BY OCT 1 TO ALL DISTURBED SLOPES AND TO ALL CUTS AND FILL SLOPES WITHIN OR ADJACENT TO PUBLIC RIGHTS —OF —WAY AS DIRECTED BY TOWN ENGINEER 2. SEED AND FERTILIZER WILL BE APPLIED HYDRAULICALLY OR BY HAND AT THE RATES SPECIFIED BELOW. ON SLOPES, STRAW WILL BE APPLIED BY BLOWER OR BY HAND AND ANCHORED IN PLACE BY PUNCHING OR WITH JUTE NETTING. ITEM POUNDS/ACRE "Blando" brome 30 Annual rye grass 20 Fertilizer (16-20-0 & 15% sulfur) 500 Straw 4,000 3. SEEDED AREAS WILL BE REPAIRED, RESEEDED AND MULCHED, IF DAMAGED. APPROVED BY DATE JUNE 2004 TOWN ENGINEER INTERIM EROSION CONTROL NOTES STD. PLAN NO. 255 INTERIM EROSION CONTROL NOTES N.T.S. PROJECT SIZE LENGTH OF CRUSHED ROCK ATB <_1 /4 ACRE 30 0 < 1 ACRE 50 0 < 3 ACRE 100 0 > 3 ACRE 100 50 GEOTEXTILE FABRI x UNDER QUARRY SPALLS (SEE NOTE 2) x x 0 x z In PROVIDE FULL WIDTH 0 INGRESS/EGRESS AREA PLAN RIGHT OF WAY VARIES 6" TYPICAL SECTION Q 4" CRUSHED ROCK WITH GEOTEXTILE MATERIAL UNDERNEATH. © THE MINIMUM LENGTH SHALL BE LENGTHENED AS NECESSARY TO ENSURE MATERIAL IS NOT TRACKED INTO THE PUBLIC RIGHT—OF—WAY. ALTERNATE CONSTRUCTION ENTRANCES WILL BE ALLOWED WITH APPROVAL OF THE CITY ENGINEER ON A CASE BY CASE BASIS, WHERE PHYSICAL SITE CONDITIONS AND SIZE DICTATE © ATB DRIVEWAY RAMP, OR SITE ACCESS ROAD 20' WIDE MIN. SEE TABLE ABOVE FOR REQUIRED LENGTH. PUBLIC ROAD W /_—_EX. ROAD • INSTALL ORANGE BARRIER FENCE TO DIRECT TRAFFIC ONTO CONSTRUCTION ENTRANCE NOT TO SCALE Q INSTALL 12" MIN. DIA. CULVERT IF A ROADSIDE DITCH IS PRESENT. NOTES: 1 SURFACE WATER — ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. 2 MAINTENANCE — THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHT-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING AND REPAIR AND OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPE , WASHED OR TRACKED ONTO PUBLIC RIGHT—OF—WAY MUST BE REMOVED IMMEDIATELY. 3 WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO PUBLIC RIGHT—OF—WAY. WHEN WASHING IS USED, IT SHALL BE DONE ON AN AREA STABILIZED WITH STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. 4 PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. APPROVED BY DATE JUNE 2004 TOWN ENGINEER STABILIZED CONSTRUCTION ENTRANCE STD. PLAN NO, 250 STABILIZED CONSTRUCTION ENTRANCE N.T.S. XVW NIW STOCKPILE COVER FABRIC OVERLAP FABRIC 2' (TYP) SWALE OR BERM TO DIVERT SHEET FLOW SECURE FABRIC WITH STAPLES, ROCK BAGS, OR SIMILAR WEIGHT DEVICE PERSPECTIVE APPROVED BY DATE JUNE 2004 TOWN ENGINEER TEMPORARY STOCKPILE COVER STD. PLAN NO 257 ST-257.DWG TEMPORARY STOCKPILE COVER N.T.S. FINISHED GRADE w 0 0 10" DIAMETER FINISHED GRADE W 0 z W z W O z W W O Q z W CC W 0 0 z (ii 0 Z_ (n W 0 cn 0 W W 0 < • _1w mw wo W � (n 0 ON) 0 W 0 ow <1- J < �z (n — z — _10 J cc 0 Q w Li • 0 2. ADJACENT ROLLS SHALL TIGHTLY ABUT. J J 0 < 6 z cn Q o a- z (n o In Q N x 0 w � 0 z a- Z 0 D O Z O 0 0 w w 0 0 J a- < w CO 0 Li o < Z D(/) 1- I'6 di w J J (n (n J J O APPROVED BY DATE JUNE 2004 TOWN ENGINEER STRAW ROLL STD. PLAN NO 253 STRAW ROLL N.T.S. °MH \ II II 11 0 O LLII LLL\LL�' LLL LL 1 ma`s LLLLLLL „L LLLLLLLL -. g (N) BLDG EROSION CONTROL NOTES 1. THIS SHEET IS INTENDED FOR EROSION CONTROL ONLY. 2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO IMPLEMENT ALL REQUIREMENTS SET FORTH IN THE STATE WATER RESOURCES CONTROL BOARD (SWRCB) ORDER NO. R2-2009-0009-DWQ, NPDES GENERAL PERMIT NO. CAS000002, STORM WATER DISCHARGES ASSOCIATED WITH CONSTRUCTION AND LAND DISTURBANCE ACTIVITIES, SEPTEMBER 02, 2009, ALSO KNOWN AS THE CONSTRUCTION GENERAL PERMIT (CGP) AND THE PROJECT STORM WATER POLLUTION PREVENTION PLAN (SWPPP). 3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO RETAIN A QUALIFIED STORM WATER POLLUTION PREVENTION PLAN PRACTITIONER (OSP) THAT WILL MONITOR THE SITE, IN ACCORDANCE WITH THE CGP. 4. SEE POLLUTION PREVENTION - IT'S PART OF THE PLAN SHEET TM-8 FOR ADDITIONAL REQUIREMENTS. 5. THIS PLAN MAY NOT COVER ALL THE SITUATIONS THAT ARISE DURING CONSTRUCTION DUE TO UNANTICIPATED FIELD CONDITIONS. IN GENERAL, THE CONTRACTOR IS RESPONSIBLE FOR KEEPING ANY SEDIMENT FROM LEAVING THE SITE, FIBER ROLLS, SAND BAGS AND ADDITIONAL SILT FENCES SHALL BE USED BY THE CONTRACTOR ON AN AS NEEDED BASIS TO INHIBIT SILT FROM LEAVING THE SITE AND ENTERING THE STORM DRAIN SYSTEM. ALL EXISTING, TEMPORARY OR PERMANENT CATCH BASINS SHALL USE THE SEDIMENT BARRIERS SHOWN ON THIS PLAN. 15"PINE .5'-2GRADE DIFFERENCE TAG #2 0 1 WOOD FENCE W/ (E) BLDG CONC R WALI ► ► 1 1 1 0 ER • silt 1 ��• • r a' 1• O 4m SHANNON ROAD LEGEND ❑ ❑ ❑ 4e'� 1 PROTECT NEAREST DOWNSTREAM INLET \ STRAW ROLL PER DETAIL 253, SHEET C-7 TEMPORARY CONSTRUCTION FENCE STORM DRAIN INLET PROTECTION PER DETAIL SE-10, SHEET C-8 STABILIZED CONSTRUCTION ENTRANCE/EXIT PER DETAIL 250, SHEET C-7 CONCRETE WASHOUT PER DETAIL 256, SHEET C-8 GRAPHIC SCALE i ► ► 1 i TEX. 26" PICKET I x x N rs' ENGINEERS . SURVEYORS . PLANNERS Z J Da CC J Q0 C'3>� ZwZ O JO J�v OZ m0 CO co 0� • 1fi ✓ Q� W W m 0 z O J>— Q Nz c W a CALIFORNIA SANTA CLARA COUNTY TOWN OF LOS GATOS c 0 .> Q) PLANNING RESUBMITTAL SET 3 PLANNING RESUBMITTAL SET 4 PLANNING RESUBMITTAL SET 5 PLANNING RESUBMITTAL SET 6 PLANNING SET 6 — PUBLIC WORKS CD 0 co 0 0 CA 0 02 0 0 CO O 0) 0 0 0) 0 N M 0 0 z Date: 01 /23/2019 Scale: AS NOTED 0 C_ 4) 0 1- 0 c 0 0 Approved: SS Job No: 20116085-20 Drawing Number: c-7 7 °F 11 20 0 20 SCALE: 1"=20' 40 OO BKF ENGINEERS 6 FEET MAX. ti W WOZ W W W O I- J W WWZ=QzaN �0 �Cw� o�w~ ~ Wm2 O(") 0 N00(nm JLQLw X=�UQ O�OZ� ZOWJw ZN w�QU1-Q _ g C O Jp0—U EzLiQ= _ }(�C�W=�� NZWN QI-- =Q =W O OzZmO DoJ 05g(nwc0 OOwON oZZNH z zN .1 WZ= o<mmo- ct ¢m - z JCniywo O M�mQ ;w wJQ�Q Q�cNnwQ ww��= Z �J� JZpw 43E=V)Ja X CCU= �ro00Lu O zZa OIQ°° goNOQcn UJg o ZOO z m± LLI�m MI- 0J =N(nEHW W(n Q 0 DO -I ZO=WH2N ZOO2=z m2Sit wc UH5QUj O HQ ��UL_w 1-O 0WWuj m0�:WN0QWWWZ=wUmN?QO �wONHUW W(fl O1-U 0Z j Ow w::rj-ri!!! !V)p mE0¢�m 0j _Zu) Yo=Ncn 0 m J(nW Jz�=(/)=OLi1m0 a�>?o=o =�=�I-a WpJWZJ ~W�~CU JW =H=�mLiw (/)UH�N75 U JWQL- QZWWw- =w NZoJm(!'OMo HNOWWQ m�=~0= �gQ�WOm N UQIi=ZNwww (n- O Q(n(nWZI wQ w �NWN O�Z 0o LL =_ WZ�www U� awQz�QC)§im WWNjQU =Jc~0O �U)WAmW z LLzWZQZOQ HOW�wQ U=m C� 0<—ow w(n wZ Q W W =-ZW z_WQ= g QwQWWJ u_ n WJJQZ z = 000Xw(n =Li0W0 W(np(n>L_ 0 W>- I-QWZ01- WI- ZQI- N z>1- ~ w O (!) I-W F-=WZ->WW W(n-m(n(n -WWW0� ZH Li JU Ji-w0w O (n0 =0 QLJ ==Wm0 Ow.omw W= ~O cn< LiwWUW(n0= - (nW-QWH QHHHQm U?i±ZQW - Z - N 4 LC) vi L'-m z m o 0 N ow 0 LJ 0 (n �` O w FRONT VIEW WIRE MESH (IF NECESSARY) FILTER FABRIC Lu U: 0_ > J o O m z _ 0 W J' 1 z_ Q � Q oo z 0 0 uJ APPROVED BY DATE JUNE 2004 TOWN ENGINEER SILT FENCE STD. PLAN NO 251 SILT FENCE N.T.S. SILT FENCE PER SE-01 GEOTEXTILE BLANKET DRAIN INLET =III-- 'II —II 24" +/- SECTION A -A A SHEET FLOW LESS THAN 1 ACRE ELAN GEOTEXTILE BLANKET 6' MIN OVERLAP AT ENDS OF SILT FENCE SILT FENCE PER SE-01 A NOTES: 1. FOR USE IN AREAS WHERE GRADING HAS BEEN COMPLETED AND FINAL SOIL STABILIZATION AND SEEDING ARE PENDING SHAPE BASIN SO THAT LONGEST INFLOW AREA FACES LONGEST LENGTH OF TRAP 2. NOT APPLICABLE IN PAVED AREAS 3. NOT APPLICABLE WITH CONCENTRATED FLOWS SE-10 STORM DRAIN INLET PROTECTION - TYPE 1 WEDGE LOOSE STRAW BETWEEN BALES A 12 MIL PLASTIC LINING WEIGHT IN CORNERS 2 WOODEN STAKES OR REBAR PER BALE (TYP) ROUGH WOODEN FRAME ASPHALT CONCRETE E 0 0 -- PLAN STAPLE AS REQUIRED BALES (BEYOND) T 1 7 _1_ A STRAW BALES REUSABLE ROUGH WOODEN FRAME 12 MIL PLASTIC LINING BINDING WIRE STRAW BALES (2) WEIGHT IN CORNERS NATIVE MATERIAL SECTION A -A APPROVED BY DATE JUNE 2004 TOWN ENGINEER TEMPORARY CONCRETE WASHOUT FACILITY STD. PLAN NO. 256 TEMPORARY CONCRETE WASHOUT FACILITY NOTE: REMOVE SEDIMENT BEFORE REACHING ONE-THIRD FULL SHEET FLOW X X A X N.T.S. GEOTEXTILE BLANKET STABILIZE AREA AND GRADE UNIFORMLY AROUND PERIMETER SECTION A -A iei X A X 1 L PLAN NOTES: 1. FOR USE IN CLEARED AND GRUBBED AND IN GRADED AREAS 2. SHAPE BASIN SO THAT LONGEST INFLOW AREA FACES LONGEST LENGTH OF TRAP 3. FOR CONCENTRATED FLOWS SHAPE BASIN IN 2:1 RATIO WITH LENGTH ORIENTED TOWARDS DIRECTION FLOW SE-10 STORM DRAIN INLET PROTECTION - TYPE 2 N.T.S. N.T.S. SILT FENCE PER SE-01 12"-24" MAX 1.1 SLOPE ROCK FILTER (USE IF FLOW IS CONCENTRATED) EDGE OF SEDIMENT TRAP DRAIN INLET GEOTEXTILE BLANKET EDGE OF PAVEMENT FLOW SILT FENCE PER SE-01 SPILLWAY, 1-BAG HIGH SANDBAGS 2-BAGS HIGH TYPICAL PROTECTION FOR INLET ON SUMP iMi EDGE OF PAVEMENT INLET T NOTES: 0U, 1. INTENDED FOR SHORT TERM USE 2. USED TO INHIBIT STORM WATER FLOW 3. ALLOW FOR PROPER MAINTENANCE AND CLEANUP 4. BAG MUST BE REMOVED AFTER ADJACENT OPERATION IS COMPLETED 5. NOT APPLICABLE IN AREAS WITH HIGH SILTS AND CLAYS WITHOUT FILTER FABRICS TYPICAL PROTECTION FOR INLET ON GRADE SANDBAGS 2-BAGS HIGH SPILLWAY, 1-BAG HIGH SE-10 STORM DRAIN INLET PROTECTION - TYPE 3 N.T.S. Ore I Elm ENGINEERS . SURVEYORS . PLANNERS c ZW— OJI- J � Oo W M co J�� O I- Z O M W Z NCO MOcn CC 0 (NI W N CALIFORNIA SANTA CLARA COUNTY U) 0 0 U) 0 LL 0 z 0 0) c 0 CO .5 W PLANNING RESUBMITTAL SET 3 PLANNING RESUBMITTAL SET 4 PLANNING RESUBMITTAL SET 5 PLANNING RESUBMITTAL SET 6 PLANNING SET 6 — PUBLIC WORKS 0 03 O O N O 03 CV O 03 0 Lf) O 0) 0 0 0) O N cy O 0 z Date: 01/23/2019 Scale: AS NOTED U En cn 0 1- U U 0 0 Approved: SS Job No: 20116085-20 ZWm 0-0 - H W <00 o00. Drawing Number: C-8 8 DF 11 OO BKF ENGINEERS ZWm —o — 0 a O.O_ 1730Bit loo. SUITE N.600 FIRST STREET, SAN JOSE, CA 95112 YEARS (408) 467-9100 ENGINEERS . SURVEYORS . PLANNERS www.bkf.com PoltutIonPreventionIt, _, ,:.• :: �t: . rr�'�., ... l=Make , sure your crews and subs • right!. f ��1 � •�,..-_,-,7_ ' =._ . :�� •e'- � ~-•=. . • i ' �` ' � �• ,�' ;.� - :;.il- � �� .:0 ....,_: {,,p, } ,,,,,,, r" ��c ' a�+ 1t ~'�yir '� •----• • ;:: .: . f Runoff activities other compliance construction from can Vehicle streets with directlyaffect local and and waste ordinance other equipment away the paved from health requirements. areas storm of the is drains a major Bay unless and source local contractors of creeks. Dewatering pollution Following and in San crewsplan theseguidelines Francisco ahead Bay.Construction to keepdirt,debris,and will ensure you r /.0 � qG EVARD ON PROGRAM CALIFORNIA ,,,-,..!.,_,___, .,..-:= maintenance & cleaning operations - - ^- - ::.:- ___ Materials Non -hazardous stora materialss_ e & s management ill cleanu Inspectvehiclesandequipmentforleaks frequently. until promptly. ✓ Fuel repairs and Use drip pans to catch leaks are made; repair leaks maintain vehicles on site only ___ . -.,..er.,.:.�✓ - -- - ! - ✓ Reusewaterfordustcontxol,irrigation, - �:-_ or another on -site purpose to the greatest extent possible. {- v Be sure to call your city's storm drain _ 1 inspector before discharging water to a Concrete,and storage LX & waste d i sit o mortar s a l Q Z ✓ Sand, dirt, and similar materials must be stored at least 1� feet from catch in basins, and covered with a tarp during wet weather or when rain is forecast. is big a bermed enough area or over a drip pan that to prevent runoff. �q•- � •� �-�,,,., I __ Q - - : ;� �' street, gutter, or storm drain. Filtration or diversion through a basin, tank, or ✓ Be sure to store concrete, grout, and mortar under cover and sediment crap may be required. away from drainage areas. These materials must never reach a storm drain. 0 W >- 0 Prt m W zD CC O V ✓ V Hazardous ✓ Use (but Sweep streets areas with Recycle all activities. Check dumpsters Repair or Label all hazardous thinners, don t overuse} reclaimed and other paved areas water! asphalt, concrete, and aggregate regularly for leaks replace leaking dumpsters materials materials and hazardous solvents, fuel, oil, and antifreeze) water for dust control as needed. daily. Do not wash down streets or work base material from demolition and to make sure they don t overflow promptly. management wastes (such as pesticides, paints, in accordance with city, state, and ✓ If you on bermed rinsewater storm V Do on -site steam Earthwork site, not must clean drains, clean using cleaning clean with area that to run or vehicles soaps, equipment, vehicles will into creeks. or equipment water only in a not allow gutters, streets, or equipment solvents, degreasers, etc. & contaminated - s'=• soils ✓ In of and off saw ✓ Always filter storm ✓ Shovel, areas of groundwater. to interpret -site for rr l.. completely fabric, drain absorb, known proper u hay system. t Consult results. t bales, or contamination, disposal. r• i ngto cover vacuum testing is required prior to reuse or discharge✓ with the city inspector to determine what testing to do ✓ Wash out concrete equipment/trucks off -site or designate an on -site Contaminated groundwater must be treated or hauled area for washing where water will flow onto dirt or into a temporary pit in a dirt area. Let the water seep into the soil and dispose of hardened concrete with trash. ✓ Divert water from washing exposed aggregate concrete a dirt area where it will ,. .-. a not run into a gutter, street, Sa■la r :: _ or storm drain. or barricade storm drain inlets when saw cutting. Use : • 'r'� `•'' J � '��' + !; � sand bags, or fine gravel dams to keep slurry out of the ✓ If a suitable dirt area is not ' `'° s `"�d available, collect the wash �� „__ water and remove it for saw -cut slurry and pick up all waste as soon as you r _-=� . - ++ 6=y appropriate disposal off site. j U) f1 a O — Q .LUTION N TA CLAR 1621 STORMWA TOWN OF LOS GATOS ✓ V ✓ Spill V ✓ federal Store them Follow careful rain Be • Keep the When ful Never hazardous during is forecast sure a construction spills to prevent regulations. materials wet weather. manufacturer's not to use more within to arrange for prevention stockpile of spill site or leaks leaks and wash spilled material and wastes application instructions than necessary. 24 hours. appropriate disposal and cleanup materials at all times. occur, contain them spills from reaching into a gutter, in secondary for hazardous Do not apply of all hazardous control (rags, absorbents, immediately the gutter, street, storm ✓ Keep excavated Transfer containment and cover ✓ Use hay off the site. materials and be chemicals outdoors when wastes. '�'- .' - : "-'- `: etc. ) available at --- and be particularly care- street, or storm drain. drain, or creek! soil on the site where it is least likely to collect in the street. to dump trucks should take place on the site, not in the street. bales, silt fences, or other control measures to minimize the flow of silt V Avoid scheduling earth moving activities during the rainy season if possible. If -- grading activities during wet weather ;�t; are allowed in your permit, be sure to implement all control measures necessary✓ ,. i•.« - - to prevent erosion. ✓ Mature vegetation is the best form of -� erosion control. Minimize disturbance to _ -- _- - existing vegetation whenever possible. ✓ Ifyou disturb a sloe duringconstruction P prevent erosion by securing the soil with erosion control fabric, or seed with fast are sooner!). ✓ If Paving/asphalt finished saw cut L, �� y, .- , in one slurry ? . . . location enters -- -J. a - or catch at the end of basin, clean wo Do not rain is ✓ Always holes tack coat, ✓ Place der paving ✓ Protect each it r forecast. when drip work day (whichever is up immediately. k pave during wet weather or when cover storm drain inlets and man- paving or applying seal coat, slurry seal, or fog seal. pans or absorbent material un- equipment when not in use. gutters, ditches, and drainage Painting ✓ Never materials ✓ Paint paint rollers, If you out before rinse or can't paint in a excess containers use `' brushes or , gutter or street! k . .r -� water -based __� ,,,,, , rinsing brushes, ,�-z in a sink. ``-- '-" a sink, direct Revisions PLANNING RESUBMITTAL SET 3 PLANNING RESUBMITTAL SET 4 PLANNING RESUBMITTAL SET 5 PLANNING RESUBMITTAL SET 6 PLANNING SET 6 — PUBLIC WORKS growing grasses as soon as possible. Place wash water to a dirt area and hay bales, bags, ✓ Report any hazardous materials spills immediately! Dial 911 or your local emer- gency response number. ✓ If you suspect abandoned department ✓ Manage courses with sand or hay bales down -slope until soil is secure. spade it in. earthen berms. contamination (from site history, discoloration, odor, texture, ✓ Paint out excess oil -based paint before cleaning brushes in thinner. underground tanks or pipes, or buried debris), call your local fire V Do not sweep or wash down excess sand for help in determining what testing should be done. from sand sealing into gutters, storm drains, or creeks. Collect sand and return V Filter paint thinners and solvents for reuse whenever possible. it to the stockpile, or dispose of it as trash. Dispose of oil based paint sludge and unusable thinner as disposal of contaminated soil according to Fire Department instructions. hazardous waste. ✓ Do not use water to wash down fresh asphalt concrete pavement. Date 02/09/2018 05/31/2018 10/15/2018 N c O 03/22/2019 B A 5 M A A Bay Area Stormwater Management Agencies Association (BASMAA) I_888-BA SE Stormdrainpolluters maybe liableforfines t of up to $10 000 p day o z Date: 01/23/2019 Scale: AS NOTED Design: MC Drawn: MC/CT Approved: SS Job No: 20116085-20 Drawing Number: c-9 9 °F 11 Or BKF ENGINEERS Roe R�q Rrs 0 1 1 11 11 d MVy 11 ■Ny / / miimminimmmil MOVEMENT #1 1 (E) FHd� aag 15PINE 6' -TAG 41- 15.PINE oIFrvmlrE TAG /2 4- 4- 1 1 I I SHANNON ROAD 1 I I I (E) BLDG II1 1 1 I I IX. 26 MITT FENCE SHANNON ROAD V I 1 1 1 1 1 11 11 11 11 1 11 1 1 11 8118 1111 d u u IL� u� Cr? 1 1 ;9{:)'4'4 rn o (E) FH 4- 15.PINE • CRAM oo c TAG 1/2 4- 1 1 -ag SHANNON ROAD MOVEMENT #2 36.00 7.00 17.50 Front End Loader Custom Width Track Lock to Lock Time Steering Angle feet : 8.00 : 8.00 : 6.0 : 28.0 1 1 I I 1 1 /CC 2e' P"r rum 11 GRAPHIC SCALE 30 0 30 1 1 1 60 N F (n O) O < O u-) UE E O L h- OU o to co co0 'ct� oz o0 3 N D< (n (n ENGINEERS . SURVEYORS . PLANNERS CALIFORNIA SANTA CLARA COUNTY 0 0 0 0 0 1n c 0 .c7) ce PLANNING RESUBMITTAL SET 3 PLANNING RESUBMITTAL SET 4 PLANNING RESUBMITTAL SET 5 PLANNING RESUBMITTAL SET 6 PLANNING SET 6 — PUBLIC WORKS G) 0 co O N O O CO O N O CO O 0) O N O 0 Z Date: 01/23/2019 O II 0 0 0 c0+ a) 0 1— U c 0 0 Approved: SS Job No: 20116085-20 Drawing Number: c-10 10 °F 11 MOVEMENT #3 SCALE: 1"=30' OO BKF ENGINEERS O DI 11 11 11 11 11 11 11 dth MH 11 11 (N) FIE HYDRANT c wv� //fl 0 0 Q W 0 'O 0 114 ad L L, Li__, LLL L LLL. J LLL�, �,► LLELL- L LLLL -L L�` LLLLLL Alliftimitlaft L►yi -)!� / L 1 1 1 1 1 1 ADJACENT PARKING LA MAGNESON LOOP 1.5'-20' GRADE DIFFERENCE (N) BLDG '/, 6' WOOD FENCE W/ 2' LATTICE 150' MAX. 110'± 1 1 < 4 a - - d< • ° �E) F 0 JP 0 - 0 SIGN (E) FIRE HYDRANT 7 1 1 1 1 1 1 1 x x x FENCE W/ ' LAT110E (E) BLDG 4 SHANNON ROAD 1 1 1 I 1 1 i 1 1 1 i SIGN 1 1 I 1 1 1 EX. 26" PICKET FENCE i 1 1 1 1 1 i I 1 1 1 1 32.00 7.08 15.71 Fire Truck — Pum Width Track Lock to Lock Time Steerina Anale LEGEND f� (�. ,i-g.-iu-gi4-9 L I < I _ 1 I ° 1d 1 Id` 1 I° t A 100 PROPERTY LINE ADJACENT LOT LINE SAWCUT LINE VEHICULAR OVERHANG VERTICAL CURB AND GUTTER VERTICAL CURB BIORETENTION BASIN CONCRETE VALLEY GUTTER ASPHALT CONCRETE (AC) CONCRETE SIDEWALK SOLID GREEN BIKE LANE DRIVEWAY PER TOWN OF LOS GATOS STDS. ADA CURB RAMP HOSE REACH — 150' MAX. GRAPHIC SCALE 20 0 20 SCALE: 1 "=20' 40 (n 0) O O < N— u) 0 am E E O L h- 0 O(n co zCOO .ct� O Z00 •3 r, < (/) (/) ENGINEERS . SURVEYORS . PLANNERS ZW 1— m p�— COX CO W J�u) Ow Q !1! 3<8 W W MOu_ OJ VN N t0 CALIFORNIA SANTA CLARA COUNTY 0 c3 0 LL 0 z 0 PLANNING RESUBMITTAL SET 3 PLANNING RESUBMITTAL SET 4 PLANNING RESUBMITTAL SET 5 PLANNING RESUBMITTAL SET 6 PLANNING SET 6 — PUBLIC WORKS 0) O 00 CA O N O CO 0 N LA O CO O 0) 0 0 0) 0 N M 0 O Z Date: 01/23/2019 0 CV II 0 0 O 0 c 0' 0) 0 1— U c 0 0 Approved: SS Job No: 20116085-20 Drawing Number: c-11 11 OF 11 L2.1/1 TREE PROTECTION FENCING c jwv NE INV 364 INV 6"F W TEL MH RIM 36!J.� 62 SIGNA P��E (T)zP TEL AIM I #22 `�UERCUS+L a ILEX TRENCHLESS OVER -GRADE FLEX TUBING IRRIGATION WITHIN 15' OF EXISTING TREES. NO TRENCHING BETWEEN NEW CURB AND PROPERTY FENCE d I #26 °d QUERCUS t�7 ILEX 77 J #23 LAG.) INDIC' I GRADE NCE #2 CEDRU DEODARA 6' WOOD FENCE W/ 2' LATTICE APN 23-06-011 G. X CA OXFO ADJA(zENT PARKING LO #1 CEDRUS DEODARA EX. MONUMENT SIGN TO BE RELOCATED HERE TREE PLANTING AND STAKING EX MONUMENT SIGN TO BE RELOCATED TE TO 3 SITE TREES NAME COUNT WUCOLS SIZE NOTES ARBUTUS UNEDO - MULTI 1 L 15G MULTI LAGERSTROEMIA X 'MUSKOGEE' 2 L 24" PISTACIA 'KEITH DAVEY' 5 L 24" STANDARD CHINENSIS PLATANUS X ACERIFOLIA'COLUMBIA' 15G 1 M 15G STANDARD PLATANUS X ACERIFOLIA 'COLUMBIA' 18 M 24" STANDARD QUERCUS AGRIFOLIA 1 VL 24" STANDARD QUERCUS ILEX 1 L 24" STANDARD HOLLY OAK EXISTING TREE TO REMAIN TREE PROTECTI SEE ARBORIST REP TREE PROTECTION FENCING. RT FOR REQUIRED M ES -� EXISTING TREE TO BE REMOVED EXISTING LAGERSTROEMIA (#15, 19, 17, & 20) TO BE RELOCATED CAPITOL BIKE RAC FORMS + SURFAC 00 IFOLI J EDR ODA 11 iDEODARA th7?EDRUS #5 QUERCUS A 0 #6 CEDRU DEO LA\DS OF PLISCHKE APN 523-06-014 16770 v1AG\ESO\ LOOP TREE PROTECTION FENCING REQUIRED IF ROOT SYSTEMS EXTEND UNDER THE EXISTING BLOCK WALL EX CO WOAD FENCE W/ RETE BLOCK WAL TO REMAIN RUS ARA #9 CEDRUS DEODARA AP\ 523-06-010 16212 LOS GATOS BLVD EXISTING BUILDING FF = 371.18 MATCHLINE SEE SHEET L1.2 CON WALL. YARDS 2.1'— EXISTING CONCRETE CURB EX CONCRETE CURB ) I Fr• , - I ill DS ! '! SE AP\ 523-06-01 16760 IvAGNESON LOO CEDRUS DEODARA #12 QUERC 0 LA\DS OF HC AP\ 523-OE 16750 v1AG\ES( PROPERTY LINE LANDS OF JO APN 523-06- 16763 SHA\NO\ LOS GATOS, CA DESIGN PO BOX 485 BEN LOMOND, CA 95005 (831) 336-3100 FOCUS REVISED: 4/12/2019 DESIGN BY: RJD DRAWN BY: KH SCALE: 1 "=10'-0" L1.1 ��' #20 LAG INDIC CHAD OXFO ICK BE D GARD SEAT WALL MORTARED STONE EX TREE # 15 TO BE RELOCATED HERE CONCRETE PAVERS PROMENADE EXISTING TREE #17 TO BE RELOCATED HERE. PRUNE SO THAT TRUNKS ARE EXPOSED TO A HEIGHT OF 7 2 FEET ABOVE THE CURB PER TOWN CODE SECTION 26.10.065. 18 QUERCUS OH AVOID ALL CUTS BELOW THE LOWEST ELEVATION OF OLDER BASEROCK BASE SECTION WITHIN 15' OF TREE #16 AND #18 \V 366.99±(6"NE) INV 366.94±(12"W) SITE TREES NAME COUNT WUCOLS SIZE NOTES ARBUTUS UNEDO - MULTI 1 L 15G MULTI LAGERSTROEMIA X 'MUSKOGEE' 2 L 24" PISTACIA 'KEITH DAVEY' 5 L 24" STANDARD CHINENSIS PLATANUS X ACERIFOLIA'COLUMBIA' 15G 1 M 15G STANDARD PLATANUS X ACERIFOLIA 'COLUMBIA' 18 M 24" STANDARD QUERCUS AGRIFOLIA 1 VL 24" STANDARD QUERCUS ILEX 1 L 24" STANDARD HOLLY OAK EXISTING TREE TO REMAIN TREE PROTECTI FENCING. SEE ARBORIST REP RT FOR REQUIRED TREE PROTECTION M ES EXISTING TREE TO BE REMOVED EXISTING LAGERSTROEMIA (#15, 19, 17, & 20) TO BE RELOCATED X I14DICAI MATCHLINE SEE SHEET L1.1 CAPITOL BIKE RAC FORMS + SURFAC EX TREE #20 TO BE RELOCATED HERE STOILIWATER PLANTER TREE PLANTING QUERCU X \in". AP\ 523-06-010 16212 LOS GATOS BLVD EXISTING BUILDING FF = 371.18 EX CONCRETE CURB EX TREE # 19 TO BE RELOCATED HERE 111 / \\\ \\\ \\, ° WM� ° 77CO° 43I ERLACE EXISTING TREE WITH 24" BIOTREATMENT REA, TYP. L/ \ I N V •-) V I V V I N AP\ 523-06-0 16763 SHANNO\ f PROPERTY LINE LOS GATOS, CA R-� u z cr) z4( DESIGN PO BOX 485 BEN LOMOND, CA 95005 (831) 336-3100 FOCUS REVISED: 4/12/2018 DESIGN BY: RJD DRAWN BY: KH SCALE: 1 "=10'-0" L1.2 ��' 8"x8"x6' PIER #4 BAR (DEFORMED) TOP AND BOTTOM #3 BAR (DEFORMED) 18" O.C. TYP #8 BAR (DEFORMED) SECTION VIEW 8" SIDE WALLS AND PIER INTERFACE ROW 11'-0" MIN. 4" PERFORATED PVC PIPE RAISE 6" FROM BOTTOM NOTES: 1. TREATMENT SOIL SHALL BE COMPOSED OF: 60% ASTM C-33 SAND 30% USCC STA CERTIFIED COMPOST 10% SMALL WOOD CHIPS 2. CONTRACTOR MUST SUBMIT TEST RESULTS FROM COMPOST FACILITY. 3. PLANTS MUST BE IRRIGATED. TREE, TYP. SHRUBS, TYP. BEGIN TAPER 18" BACK FROM CURB AND GUTTER. 6" DISPLACEMENT 6" PONDING DEPTH 3" MULCH LAYER TREATMENT SOIL. SEE NOTE #1 CLASS II PERM LAYER NATIVE SOIL PEDESTAL - COMPACTED EMBED TREE STAKES 3' MIN INTO NATIVE SOIL. SEE LSD-1 FOR TREE STAKING SIDE WALLS AND PIER SYSTEM. 8"x8"x6' PIER BEYOND AT CORNERS AND MID -SPAN WALL. SEE SECTION VIEW ABOVE SECTION A Council Revision 12/13/11 APPR REVISED DATE REVISIONS CITY OF FREMONT STANDARD DETAILS CITY STANDARD STORMWATER PLANTER SECTIONS DATE APPROVED BY CITY COUNCIL 12/13/11 RESOLUTION NO. 2006-31 CRY ENGINEER FILE NO. LSD-30.DWG SCALE N.T.S. DRAWN MM/CC CHECI® RER DATE DEC. 2011 DWG NO. LSD-30 20F4 STOVWAT -R TI TEE LA\ DLA\T -R \G NTS i VARIES 6 * ALL TREES EXCEPT PALMS 0 "CINCH —TIE" TREE TIE (WP.)- 12" X 4" REDWOOD BOARD (TYP.) STAKE (TYP.) BERM y\/ 20" MIN. :/ti 40" MAX. \ i % ES�:, " 12i SLOPE SURFACE ELEVATION VIEW NO SCALE NOTES: 1. USE 2 STAKES AND 2 "CINCH —TIE" TREE TIES. 2. TIE TREE TRUNK 6" ABOVE BENDING MOMENT OF TREE. 3. TIE SHOULD ALLOW TRUNK FLEXIBILITY BUT NOT ALLOW THE STAKE TO RUB AGAINST THE TRUNK. 4. CUT STAKES 6" ABOVE TIES. 5. FOR SINGLE STAKE TREES, PLACE STAKE ON WINDWARD SIDE OF TREE. LODGE POLE PINE STAKE NAIL 0 00 0 LEVEL SURFACE ELEVATION VIEW NO SCALE "CINCH —TIE" TREE TIE DETAIL NO SCALE VARIES 20" MIN. 40" MAX. 12" — TREE TRUNK "CINCH —TIE" TREE TIE DRAWN BY: K. TRAN CHECKED BY: C. QUANZ APPROVED BY: G. GOMEZ TREE STAKING LS-3 DATE: OCTOBER 2013 CITY OF SANTA CLARA PAGE: 59 /1 \ TR STA z 0 1t 0 L FENCE THE PERIMETER OF DRIP LINE WITH 6' HIGH CHAIN LINK FENCE OR APPROVED EQUAL. BORING OF UTILITY LINES IS LESS DAMAGING TO TREES THAN TRENCHING. 4.0 NOTES: PRUNING MAY BE NECESSARY TO FACILITATE REMOVAL OF DEAD WOOD, CONFLICT WITH NEW STRUCTURE, OR REDUCE STRESS AND SHALL BE CARRIED OUT BY A QUALIFIED ARBORIST AND SUBJECT TO APPROVAL AND DIRECTION OF CITY ARBORIST. o� 000 o° 0 FENCE (TYP.) 0 01 ,/ WHEN EXCAVATING AND TRENCHING ADJACENT TO DRIPUNES, APPROVAL OF CITY ARBORIST IS REQUIRED. 1. CUT AS FEW ROOTS AS POSSIBLE AND CUT THEM CLEAN. 2. PAINT CUT ROOTS WITH APPROVED DRESSING. 3. BACKFILL AS SOON AS POSSIBLE TO AVOID ROOTS FROM DRYING. PROVIDE ADEQUATE RETAINING WALL — NO CLOSER THAN DRIP LINE. LARGE AMOUNTS OF FILL WILL INHIBIT DELICATE BALANCE BETWEEN ROOTS AND SOIL. 2. AVOID ANY PONDING BY DRAINING LOW POINTS. 3. PRIOR TO GRADING, INSTALL FENCES AND BARRICADES AROUND TREE. 4. FERTILIZE AND WATER TO MINIMIZE SHOCK AS DIRECTED BY QUALIFIED ARBORIST. DRAWN BY: CHECKED BY: APPROVED BY: DATE: TREE PROTECTION CITY OF SANTA CLARA TREE POTECTIO\ FE\CI\G CA TOL BI K 5.0 34.0 0N/8e RACK LS-6 PAGE: 62 MODEL:SKCAP NOTE: • TREE PROTECTION FENCING AS SPECIFIED BY ARBORIST REPORT • PRIOR TO DEMOLITION, INSTALL A TRUNK BUFFER WRAP TYPE III PROTECTION AROUND THE LOWERMOST 8-10' OF MAINSTEMS OF TREES #8, 9, 12, 16, AND 18 • PROTECTION SHALL BE AT THE FARTHEST POSSIBLE OFFSET DISTANCES FROM TREES #1, 2, 8, 9, 12, 16, AND 18 • NO STORAGE, STAGING, WORK, OR OTHER ACTIVITIES WILL BE ALLOWED INSIDE THE RPZ EXCEPT WITH PA MONITORING • SIGNAGE AS SPECIFIED IN ARBORIST REPORT NTS CHAMFER AS NEEDED TO ELIMINATE SOIL SLUFFING .\ 2 X BALL MIN. DEPTH 00 0o a°o 0 0 2 X BALL MIN. WIDTH SLOPE SURFACE ELEVATION VIEW NO SCALE NOTES: * ALL TREES EXCEPT PALMS 12" X 4" REDWOOD WITH 2 GALV. NAILS INSTALL ON WINDWARD SIDE OF TREE 00 0 DO NOT REMOVE SIDE GROWTH ALONG TRUNK. PRUNE TO REDUCE CROWN WEIGHT WHEN NECESSARY. TOP OF BALL 3/4" ABOVE FINISH GRADE 3" MULCH 4" BERM FIRMLY COMPACTED PREPARED SOIL MIX • PLANT TABLET PREPARED SOIL MIX, PUDDLE AND SETTLE PRIOR TO SETTING TREE SCARIFY SOIL, ADD EQUAL AMOUNT OF PREPARED SOIL AND THOROUGHLY MIX. 0 0 00.:o r 4" , 2 X BALL //< MIN. DEPTH / 3" 0.D. X 36" PERFORATED PVC DRAIN PIPE WITH DRAIN GRATE. — SET 3" ABOVE FINISH GRADE. INSTALL DRAIN GRATE FINGER TIGHT. WRAP PIPE WITH FILTER FABRIC. INSTALL 2 PIPES PER TREE. 10' LODGE POLE STAKE PLACED ON WINDWARD SIDE OF TREE LEVEL SURFACE ELEVATION VIEW NO SCALE 3" 0.D. X 36" PERFORATED PVC DRAIN PIPE WITH DRAIN GRATE. INSTALL 2 PIPES PER TREE. 1. CONTACT UNDERGROUND SERVICE ALERT (USA) AT (800) 642-2444 AT LEAST 5 DAYS PRIOR TO BEGINNING EXCAVATION WORK TO LOCATE EXISTING UTILITIES. 2. BUILD SOIL BERM MIN. 4" HIGH AND 3' FROM TREE TRUNK IN PLANTER STRIP. PROVIDE LOAM TOPSOIL NEEDED TO FORM BERM AND FILL HOLES. 3. SOIL CONCRETE AND OTHER MATERIALS SPILLED ON STREET, SIDEWALK, AND PLANTING AREA SHALL BE CLEANED UP IMMEDIATELY BY CONTRACTOR. 4. IF TREE PLANTING IS DELAYED AFTER TREE WELLS ARE CONSTRUCTED, HOLES WILL BE FILLED IN WITH SOIL UNTIL TREES ARE AVAILABLE. 5. TREE PLANTING PIT DRAINAGE TEST TO BE: AUGER HOLE 18" DEEP 6" DIA., FILL WITH WATER, LET DRAIN, FILL WITH WATER AGAIN AND HAVE CITY ARBORIST ON SITE TO REVIEW DRAINAGE AND MAKE ANY NECESSARY RECOMMENDATIONS AT THAT TIME. DRAWN BY: K. TRAN CHECKED BY: C. QUANZ APPROVED BY: G. GOMEZ TREE PLANTING LS-2 DATE: OCTOBER 2013 CITY OF SANTA CLARA PAGE: 58 THEE PLA\TI\G C A3WICK 3E\CH NTS CHADWICK 5' Bench MATERIALS Shorea is a tropical hardwood that grows naturally and plentifully in Southeast Asia. Heavy and dense, shorea is resistant to rot and will last for years in all weather conditions. ASSEMB. WIDTH ASSEMB. ASSEMB. ASSEMB. SEAT HEIGHT WEIGHTIbs HEIGHT DEPTH 60.5" CARTON 0ofBOXES 26.5" 36.5" CARTON DEPTH 78 17.25" CARTON WEIGHTIbs CARTON WIDTH CARTON HEIGHT Q 61" 27" 7" 83 SHIPPING Ships via small parcel Knocked down ASSEMBLY Some assembly required CONSTRUCTION HARDWARE Mortise &Tenon Stainless Steel Coordinated cushion fabrics available using Sunbrella® 100% solution dyed acrylic. Customer's own material (COM) and Sunbrella® special order fabrics (SOF) are also available in even quantities with a minimum of 4 cushions. Go to www.oxfordgarden.com for fabric color options. LOS GATOS, CA DESIGN PO BOX 485 BEN LOMOND, CA 95005 (831) 336-3100 FOCUS REVISED: 10/12/2018 DESIGN BY: RJD DRAWN BY: KH SCALE: AS NOTED NTS FORVS + S ,FACES NTS OXFO�D GA�DE\ NTS L2.1 1 CO\CETE AVES PROV E\A DE NTS FLAT STONE, +/- 18" DEPTH 8" CMU BLOCK #4 REBAR, VERTICAL 16" O.C., MIN 1' 4 4 <7 <, 4 ± 18" 4 i ± 18" RECESSED / FINISHED MORTAR / GRADE 2SEAT WALL 2'-6" II WILLOW CREEK FULL VENEER, 6" MIN. DEPTH MORTAR STONE ON FOOTING v ORTARED STO\ SCAB 1 99 1 9- 099 NTS LOS GATOS, CA w U '—' cf) < Qw ZQ DESIGN PO BOX 485 BEN LOMOND, CA 95005 (831) 336-3100 FOCUS REVISED: 10/16/2018 DESIGN BY: RJD DRAWN BY: KH SCALE: AS NOTED L2.2 0 w Fly TEL v H PIM 36 /WV NE L SIGMA (TYP TEL PIN �0 SS —77 #23 LAG. X INDICA G. X CA ADJACENT PARKING LO 1.5-2 0' GRADE DIFFERENCE #1 CEDRUS DEODARA I I I �1 I I� -J � ✓I I'.�1 I I I I f1 I% I I I i I I I I ►' I I I I * 16 I I I % !1 P �tttttt<��t�l��I��1F �t$t<<:Z��_=!�®�® MINER EX. MONUMENT SIGN TO BE RELOCATED HERE JT EX MONUMENT SIGN TO BE RELOCATED U) In SITE TREES NAME COUNT WUCOLS SIZE NOTES ARBUTUS UNEDO - MULTI 1 L 15G MULTI LAGERSTROEMIA X 'MUSKOGEE' 2 L 24" PISTACIA 'KEITH DAVEY' 5 L 24" STANDARD CHINENSIS PLATANUS X ACERIFOLIA 'COLUMBIA' 15G 1 M 15G STANDARD PLATANUS X ACERIFOLIA 'COLUMBIA' 18 M 24" STANDARD QUERCUS AGRIFOLIA 1 VL 24" STANDARD QUERCUS ILEX 1 L 24" STANDARD HOLLY OAK EXISTING TREE TO REMAIN TREE PROTECT! SEE ARBORIST REP TREE PROTECTION M EXISTING TREE TO BE REMOVED EXISTING LAGERSTROEMIA (#15, 19, 17, & 20) TO BE RELOCATED APN W 23-06-011 0 0) 0 0) w SD SD SD w 411 ' \ \ MATCHLINE SEE SHEET L3.2 11 O 7 CEDRUS DEODARA 0 #5 QUERCUS A LANDS OF PLISCHKE APN 523-06-014 16770 MAGNESON LOOP TREE PROTECTION FENCING REQUIRED IF ROOT SYSTEMS EXTEND UNDER THE EXISTING BLOCK WALL EX CO ► RETE BLOCK WAL TO REMAIN APN 523-06-010 16212 LOS GATOS BLVD EXISTING BUILDING FF = 371.18 c0 l: PLANTING NAME COUNT SIZE WUCOLS NOTES AGAPANTHUS 'BABY PETE' 1169 1G L 18"O.C. LOW WATER ACCORDING TO L.A. EXPERIENCE ANIGOZANTHOS FLAVIDUS - DARK RED 6 5G L ARCTOSTAPHYLOS UVA-URSI 'POINT REYES' 24 1G VL 4' O.C. I':'dol BOUGAINVILLEA'BARBARA KARST-TRACHELOSPERMUM JASMINOIDES 18 15G/5G UM 15G BOUGAINVILLEA AND 5GJASMINE STAKED BUDDLEJA DAVIDII 'PETITE PLUM' 1 5G L ao ® CALANDRINIA 20 1G L SUCCULENT CAREX DIVULSA 208 1G M C. TUMULICOLA, HORT. CHONDROPETALUM TECTORUM 'EL CAMPO' 4 5G M LOW WATER ACCORDING TO L.A. EXPERIENCE 8 ® e 0 C X CLEMATIS ARMANDII 'HENDERSONII RUBRA' 1 5G M LOW WATER ONCE ESTABLISHED CLEMATIS X CARTMANII 'AVALANCHE' 12 5G M CLIVIA MINIATA 8 2G M FRAGARIA CHAVAL 131 1G L GERANIUM X CANTABRIGIENSE 'BIOKOVO' 24 1G L 15"O.C. LOW WATER ACCORDING TO L.A. EXPERIENCE GERANIUM X CANTABRIGIENSE 'CAMBRIDGE' 36 1G L 18"O.C. LOW WATER ACCORDING TO L.A. EXPERIENCE GERANIUMS - LAVENDAR IVY 6 1G L LOW WATER ACCORDING TO L.A. EXPERIENCE HARDENBERGIA VIOLACEA'HAPPY WANDERER' 1 5G M O ® OHYDRANGEA HELLEBORUS 'SPARKLING DIAMOND' 12 1G M 18" O.C. HELLEBORUS X HYBRIDUS 'BRIGHT DANCER 9 1G L LOW WATER ACCORDING TO L.A. EXPERIENCE HESPERALOE PARVIFLORA 7 5G VL ARBORESCENS 'ANNABELLE' 2 5G L LOW WATER ACCORDING TO L.A. EXPERIENCE HYDRANGEA MACROPHYLLA 'BAILMER' 9 5G M KERRIA JAPONICA 'PLENIFLORA' 3 5G L LOW WATER ACCORDING TO L.A. EXPERIENCE °❑ 6D ® ® KNIPHOFIA 'CHRISTMAS CHEER' 7 5G L LOW WATER ACCORDING TO L.A. EXPERIENCE KNIPHOFIA'THOMPSONII' 19 5G M LIMONIUM PEREZII 12 1G L LOMANDRA LONGIFOLIA BREEZE 37 1G L MAHONIAAQUIFOLIUM 3 5G M ® MUHLENBERGIACAPILLARIS 7 1G L MUHLENBERGIA 'PINK FLAMINGO' 3 1G L MUHLENBERGIA RIGENS 3 5G L OSMANTHUS HETEROPHYLLUS 27 15G L LOW WATER ACCORDING TO L.A. EXPERIENCE 11 PHORMIUM 'CHOCOLATE BABY' 14 5G L 1ff CON 0 DS ! '! SE 6. 0+6,104, LANDS OF HC APN 523—OE 16750 MAGNES( PROPERTY LINE LANDS OF JO APN 523-06- 16763 SHANNON PLANTING NAME COUNT I SIZE WUCOLS NOTES PHORMIUM 'PLATTS BLACK' 2 5G L DO NOT WATER LEAVES RHAMNUS CALIFORNICA 'LEATHERLEAF' 3 5G L RHAMNUS CALIFORNICA 'SEAVIEW' 4 5G L NOTES RIBES SANGUINEUM 'CLAREMONT' 2 5G L SALVIA CHIAPENSIS 1 5G L LOW WATER ACCORDING TO L.A. EXPERIENCE SALVIA SPATHACEA 24 1G L SARCOCOCCA RUSCIFOLIA 6 5G L WOODWARDIA FIMBRIATA 3 5G L LOW WATER ACCORDING TO L.A. EXPERIENCE BIORETENTION PLANTING NAME COUNT SIZE WUCOLS NOTES CHONDROPETALUM TECTORUM 'EL CAMPO' 17 5G M LOW WATER ACCORDING TO L.A. EXPERIENCE HEMEROCALLIS'AZTECCHALICE' 16 1G M 2"O.C. HEMEROCALLIS 'CRANBERRY BABY' 30 1G M 18"O.C. LOMANDRA LONGIFOLIA BREEZE 3 1G L MIMULUS GUTTATUS 24 1G M PENSTEMON X GLOXINIOIDES'MIDNIGHT' 22 1G M LOW WATER ACCORDING TO L.A. EXPERIENCE MEADOW GRASS - MOW FREE, GRASS TO BE PLANTED BETWEEN ALL BIORETENTION PLANS LOS GATOS, CA DESIGN PO BOX 485 BEN LOMOND, CA 95005 (831) 336-3100 FOCUS REVISED: 4/12/2019 DESIGN BY: RID DRAWN BY: KH SCALE: 1 "=10'-0" L3.1 TE TO EVOVE3 #21 LAG. X INDICA EX TREE # 19 TO BE RELOCATED HERE 6"FV'LWPOC EXISTING TREE #15 TO BE RELOCATED HERE. PRUNE SO THAT TRUNKS ARE EXPOSED TO A HEIGHT OF 7 2 FEET ABOVE THE CURB PER TOWN CODE SECTION 26.10.065. / II 1 MATCHLINE SEE SHEET L3.1 EX TREE #20 TO\BE RELOCATED HEIR I OL I L LUJ l_7/-\I UJ DLVU EXISTING BUILDING FF = 371.18 1411r*,� 00 —o-O. da ice, m*k • u■ it • • • • • • ul I• n n n1 n • - • - - 'a • - ._. �•L_ ►: ►�� -It•.t•-It•--It•1-�t•�tr-.t•.- �.r•.. .r•.rtttl� .r•I i -It• V. -- -- - - - - - t t ,• ♦ O. r�� r_-� r�-�� rrrrrrrrrrrrr �� --�� • r�Y -n-AT 'n., �F�w �Ir�.i��T,T TrT 4 W4 r/A��T ��si._ �� T Tom;*.. s T T% l! T �nY '_ iAr,-V. � i��.�_v_- sAr+ _w� �inri _v_./, ✓err _v_ inr�AwA� .w �/.✓. viv� ♦ f��. �✓��/v _ __ I✓_ _v_�/•✓_ �.Lt + � � •� � �_ '� I��kit : �I�uuu��u. �..0 © y�`• 4 4�:'® ,^`� a Jr.11 LrJ �« « ,.*i ♦ ♦�• `* ♦{.{�.�•, \ •}• •}L.11- _ . )"♦�, 11.. ■\1 . '1 ./ I, `I ',a•ry:�eO 114W" 715r d w (41 A CO REPLACE EXISTING TREE WITH 24: d d V 43 L°11- OAK d d 4 I 4 CuoOC+>OOOOOOO♦OOOOOOOOO00000tpVOOOOO•�;*4•�1_�$1 kOOOOOOOOOOOOO►OOOAOOOOCA *OOOOOOOOOX OOO010 00 O`VWOOOOOO♦OOO♦OOOOOOOOOOOOX OO♦TWO Or�,OC♦-♦Q n. [A�C9:84 (�+O�♦♦OCOi� m40,<4 OOOOOC��Ot00000000t0OCJ*Ca • 0000Oe00tt0000000O0000 ,.01J 0000000000000e00000000t000000CFOO.O.00_O_O_O_O__O_OfO•OO_OtO0e0cca0��►,.••cs�♦t�.- to_�O�•• ••4•c+ �„000.—VeO.O.c4�•_1_ ttg�tsa_ nn,,e0Okcoccste_O_etet•s_0etOO_O_Oeett0_ee.00.00t* SITE TREES NAME COUNT WUCOLS SIZE NOTES 15G MULTI ARBUTUS UNEDO - MULTI 1 L LAGERSTROEMIA X 'MUSKOGEE' 2 L 24" 'KEITH PISTACIA CHINENSIS DAVEY' 5 L 24" STANDARD PLATANUS X ACERIFOLIA 'COLUMBIA' 15G 1 M 15G STANDARD PLATANUS X ACERIFOLIA'COLUMBIA' 18 M 24" STANDARD QUERCUS AGRIFOLIA 1 VL 24" STANDARD QUERCUS ILEX 1 L 24" STANDARD HOLLY OAK EXISTING TREE TO REMAIN TREE PROTECT!� SEE ARBORIST REP TREE PROTECTION FENCING. RT FOR REQUIRED ES EXISTING TREE TO BE REMOVED EXISTING LAGERSTROEMIA (#15, 19, 17, & 20) TO BE RELOCATED 0 CO t PLANTING NAME COUNT SIZE WUCOLS NOTES AGAPANTHUS 'BABY PETE' 1169 1G L 18"O.C. LOW WATER ACCORDING TO L.A. EXPERIENCE ANIGOZANTHOS FLAVIDUS - DARK RED 6 5G L ARCTOSTAPHYLOS UVA-URSI 'POINT REYES' 24 1G VL 4' O.C. I':'dol BOUGAINVILLEA'BARBARA KARST-TRACHELOSPERMUM JASMINOIDES 18 15G/5G UM 15G BOUGAINVILLEA AND 5GJASMINE STAKED BUDDLEJA DAVIDII 'PETITE PLUM' 1 5G L m ® CALANDRINIA 20 1G L SUCCULENT CAREX DIVULSA 208 1G M C. TUMULICOLA, HORT. CHONDROPETALUM TECTORUM 'EL CAMPO' 4 5G M LOW WATER ACCORDING TO L.A. EXPERIENCE 8 ® A 0 C X CLEMATIS ARMANDII 'HENDERSONII RUBRA' 1 5G M LOW WATER ONCE ESTABLISHED CLEMATIS X CARTMANII 'AVALANCHE' 12 5G M CLIVIA MINIATA 8 2G M FRAGARIA CHAVAL 131 1G L GERANIUM X CANTABRIGIENSE'BIOKOVO' 24 1G L 15"O.C. LOW WATER ACCORDING TO L.A. EXPERIENCE GERANIUM X CANTABRIGIENSE 'CAMBRIDGE' 36 1G L 18"O.C. LOW WATER ACCORDING TO L.A. EXPERIENCE GERANIUMS - LAVENDAR IVY 6 1G L LOW WATER ACCORDING TO L.A. EXPERIENCE HARDENBERGIA VIOLACEA'HAPPY WANDERER' 1 5G M O ® OHYDRANGEA HELLEBORUS 'SPARKLING DIAMOND' 12 1G M 18" O.C. HELLEBORUS X HYBRIDUS 'BRIGHT DANCER 9 1G L LOW WATER ACCORDING TO L.A. EXPERIENCE HESPERALOE PARVIFLORA 7 5G VL ARBORESCENS 'ANNABELLE' 2 5G L LOW WATER ACCORDING TO L.A. EXPERIENCE HYDRANGEA MACROPHYLLA'BAILMER' 9 5G M KERRIA JAPONICA'PLENIFLORA' 3 5G L LOW WATER ACCORDING TO L.A. EXPERIENCE / Q IC5S) ® ® KNIPHOFIA 'CHRISTMAS CHEER' 7 5G L LOW WATER ACCORDING TO L.A. EXPERIENCE KNIPHOFIA'THOMPSONII' 19 5G M LIMONIUM PEREZII 12 1G L LOMANDRA LONGIFOLIA BREEZE 37 1G L MAHONIAAQUIFOLIUM 3 5G M ® MUHLENBERGIACAPILLARIS 7 1G L MUHLENBERGIA 'PINK FLAMINGO' 3 1G L /O MUHLENBERGIA RIGENS 3 5G L OSMANTHUS HETEROPHYLLUS 27 15G L LOW WATER ACCORDING TO L.A. EXPERIENCE 11 PHORMIUM'CHOCOLATE BABY' 14 5G L 16763 SHA\\O\ f PROPERTY LINE PLANTING NAME COUNT I SIZE WUCOLS NOTES PHORMIUM 'PLATTS BLACK' 2 5G L DO NOT WATER LEAVES RHAMNUS CALIFORNICA 'LEATHERLEAF' 3 5G L RHAMNUS CALIFORNICA 'SEAVIEW' 4 5G L NOTES RIBES SANGUINEUM 'CLAREMONT' 2 5G L SALVIA CHIAPENSIS 1 5G L LOW WATER ACCORDING TO L.A. EXPERIENCE SALVIA SPATHACEA 24 1G L SARCOCOCCA RUSCIFOLIA 6 5G L WOODWARDIA FIMBRIATA 3 5G L LOW WATER ACCORDING TO L.A. EXPERIENCE BIORETENTION PLANTING NAME COUNT SIZE WUCOLS NOTES CHONDROPETALUM TECTORUM 'EL CAMPO' 17 5G M LOW WATER ACCORDING TO L.A. EXPERIENCE HEMEROCALLIS'AZTECCHALICE' 16 1G M 2"O.C. HEMEROCALLIS 'CRANBERRY BABY' 30 1G M 18"O.C. LOMANDRA LONGIFOLIA BREEZE 3 1G L MIMULUSGUTTATUS 24 1G M PENSTEMON X GLOXINIOIDES 'MIDNIGHT' 22 1G M LOW WATER ACCORDING TO L.A. EXPERIENCE MEADOW GRASS - MOW FREE, GRASS TO BE PLANTED BETWEEN ALL BIORETENTION PLANS DESIGN PO BOX 485 BEN LOMOND, CA 95005 (831) 336-3100 FOCUS REVISED: 4/12/2019 DESIGN BY: RID DRAWN BY: KH SCALE: 1 "=10'-0" LIGHT FIXTURE LIGHTING POLE BOND GROUND CONDUCTOR TO THE INSIDE OF POLE FACTORY WELDED GROUND LUG (4)-3/4"DIA, 42"H ANCHOR BOLTS WITH 4" HOOKS & WASHER 2'-6" MIN FROM FINISHED FACE OF CURBCO GRADE 1 PARKING STALLS UON ANCHOR BOLT 4#4 VERTICAL WITH #2 TIES ® 12 0.C. MIN. CLAMP VERTICAL BARS TO BOLTS 10' OF #6 BARE COPPER 18"DIA m we lor�ml OM POI 12' 30" (4') PVC SCHEDULE 40 RIGID GALV. STEEL POLE LIGHTS WHICH ARE NOT SUBJECTED TO VEHICULAR DAMAGE SHALL BE MOUNTED AT FINISHED FLOOR ADJUST THE POLE HEIGHT TO MATCH OAH. OVERALL HEIGHT OF THE LIGHT POLE FROM LIGHT SOURCE TO FINSHED GROUND SHALL NOT BE MORE THAN 16' 2 POLE LIGHT MOUNTING DETAIL SCALE: NONE MATCH W/ EXISTING SURFACE 24" MIN. 30" (TRAFFIC AREA) SUB GRADE FINISHED H EATCW/ GRADE ACHEXISTINGSURFACE WARNING TAPE NATURAL SOIL 95% COMPACTION SIGNAL SYSTEMS CONDUIT (TYP) POWER SYSTEM CONDUIT (TYP) PEA GRAVEL BACKFILL 3 UTILITY CONDUITS TRENCH DETAIL SCALE NONE Schedule Symbol Label QTY Manufacturer Catalog Number Description Lamp Numb Lamps Filename Lumens Lamp per LLF N ID O XA 10 Visionaire Lighting LLC VSX-1-T3-48LC-5-4K- UNV 23 in L x 12.5 in W x 8 in. H 48 VSX- 1_T3_48LC_5_ 4K.IES 164 1 Statistics Description Symbol Avg Max Min Max/Min Avg/Min Cale Zone #5 + 2.5 fc 13.2 fc 0.0 fc N/A N/A 1 SITE PLAN - PHOTOMETRICS SCALE: NONE attage 82 6SFAH4N1 CONSU a1NOENGINEERS "FOR PLANNING APPROVAL ONLY --NOT FOR CONSTRUCTION" LOS GATOS COMMERCIAL 16212 LOS GATOS BLVD, LOS GATOS, CA 6 BITE PHIOTOMIETRfCB E1.1P