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HomeMy WebLinkAbout330 Harrison Ave J ' • • Project Address: �•°�• �'``-°4 City of Campbell s V �oN1 Ate- A,. r WASTE MANAGEMENT Permit No. ?„..0`k, ---()04' •°RcHn0• PLAN WMP REQUIRED BECAUSE PROJECT IS A SUBMIT TO: Demolition≥500 Sq. Ft. City of Campbell ❑ Construction/Remodel≥$250,000 Public Works Dept. 70 N. First St. ❑ Construction/Remodel≥2000 sq. ft. Campbell, CA 95008 Mon.— Fri. 8:00 am-5:00 pm INFORMATION AND SUPPORT: Public Works Dept.- 408 866 2150 SECTION ONE: PERMIT APPLICATION This Waste Management Plan (WMP) must be completed and approved to obtain a building permit. Separate WMPs must be completed for demolition and construction at the same site unless the Building Department requires only one permit. Step 1 PROJECT INFORMATION FILL OUT THE FOLLOWING INFORMATION e Applicant's Name: .. M._ GLIo1.VI-� I° Sh 1 \`-a-kAiiN j 5 Cc�k f�ee'S Contact Phone Number: 4O g ` 4"%12 •ci (P1 Fax Number: v\°VAC, Check one: [Owner ❑ Architect ❑ Builder ❑ Owner/Builder ❑ Other Contractor: Carl 03 fowl o'S Contact Phone Number: 4ot• X1O ' (05 21 Project Type: MNew ❑ Remodel ❑ Addition ❑ Demolition Project Square Footage: 1201 S f Project Description: Me./V\I VVvZ r-2/(A LCA Estimated Completion Date: 19-1 2-51 k Step 2 WASTE MANAGEMENT REQUIREMENTS REQUIREMENTS: You are required to recycle or re-use 50% of all construction and demolition debris. I understand that I am required by the City of Campbell Municipal Code Section 6.12 to salvage, reuse, or recycle a minimum of 50%of all construction and demolition debris (C&D). (Initial) • . cF S I understand that failure to meet the_requirements of Municipal Code Section 6.12 shall constitute a misdemeanor, and shall be punishable by imprisonment in the county jail for up to 6 months, or by a fine of up to$1,0 , or both. In addition, a stop order on the job or a delay of final approval may occur. -AA/ (Initial) At the completion of this project, or more frequently if required,all receipts or other equivalent documentation from salvage, recycling and waste facilities will be provided to the City of Campbell Public Works Department and I understand that I may not be issued my final inspection unless all receipts an 'documentation are submitted to the City of Campbell.Public Works Department. AA-/' (Initial) , Step;3 RECYCLING CONSTRUCTION AND DEMOLITION DEBRIS,-ANSWER THE QUESTIONS BELOW SALVAGE AND REUSE: What materials will be salvaged? Von Salvage Company (if applicable): What materials will be reused on site? , How will this be documented?. MATER FATTMIS P ORT'ATIO N: Will you be using a hauling company or hauling the material yourself? (Check one) IN<Nest Valley Collection & Recycling Co. (WVCR)* 21<lf Haul ' * Permit Applicant is required to contact WVCR (408-283-9250) to request construction and demolition debris box service. . All original receipts,weight tags and documentation for salvage, recycling, and disposal must be submitted: risE] On Completion of project Other Cc' c' 31X. DPW Approval: Date: I. I�1 • SECTION TWO: FINAL REPORT APPROVAL Please complete this section and have it approved by the Public Works Department no later than 30 days after completion of the demolition or construction project. This,section must be completed and signed, and all original receipts or other supporting documentation must be attached in order to receive final project approval. ❑ All original receipts or equivalent documentation for salvage, recycling, and disposal are hereby attached. ❑ This project has recycled at least 50%of all construction and demolition debris generated. Applicant: • Date: DPW Approval: Date: k. it (�- ` PLAN REVIEW ROUTER - CITY OF CAMPBELL DNew Submittal ❑Resubmittal (2", rd,4th,51h Review) ❑Revision to Existing Permit RECEIVED (I.2- APN # ,?_r--33- e) ( 7 ,r-> t 14 'APPLICATIO /PERMIT# 6 ,.-A JOB ADDRESS Ti,i c ;; ,a x --t_ --�- JOB DESCRIPTION f 540 S ❑COMMERCIAL SIDENTIAL Plans Green-Point Rated Checkl et Structural Calcs. WVSD. C � 1� � Soils/Geotechnical Report School'Fee Form C:1()) ` Truss.Calcs. .ealth Department Approval T-24 Calcs. i,Response Letter CA-Green Specs _ Specifications Initials W uilding hec ed By ¢ Date:it ❑A VEDW) (). er-c-, r-bRo . (rjui5 ❑N0T'APPl2.(7VED e, ctructural: Q ( Date: 0 `.a L712 ❑APPROVED QNOT APPROVED lattnina Zone: laan iec By: i Date: . C) C ) , w\c 'LN APPROVED ❑NOT APPROVED • Public Works 4Nl 1 he,cl By: Date: I 1 i 8. 1 ❑APPROVED >47NOT APPROVED , D ire Plan Checked By: Date: . - APPROVED ,,/i` 6,S.- - . ❑NOT APPROVED MEMORANDUM. CITY OF CAMPBELL TO: Bill Brucicart, Building Official DATE: 07/16/2018. FROM: Roger Storz, Senior Civil Engineer (408) 866-2190 SUBJECT: BUILDING PERMIT APPLICATION • Site Address: 330 Harrison Avenue For File No(s): BLD2018-00154 (PLN2017-048) Project Description: New Single Family House PUBLIC WORKS DEPARTMENT CONDITIONS OF APPROVAL Prior to issuance of any grading or building permits for the site, the applicant is required to complete the Conditions of Approval for the project (PLN2017-048) as printed on sheet COA2 of the building permit drawings. • Specifically, revise sheet 2 of the Civil plans as follows: - Thru-curb drains should only ,be used for spilling stornlwater during larger storm events. They need to be designed to avoid nuisance drainage from being directed to the gutter (i.e. excess irrigation). • The pipe material in the right-of-way shall be Cast Iron Pipe not PVC (see attached detail for curb drain) • An inlet box with an open bottom filled with gravel shall be used to collect the .excess water. Any nuisance water will,sit at the'bottom of the box and infiltrate through the gravel bottom. • The thru-curb drain pipes shall exit the drain box near the top of the box to provide an "overflow" outlet during periods of high rain. J:\LandDev\Conditions\BIdg\J-larrison 330 Bldg July 2018.docx - Page 1 of 1 PROVIDE CONTROL JOINT IN SIDEWALK 6"/ ' DIRECTLY OVER EACH OF PIPE - _ (2) #4 BARS AT CURB — • --- r' — FLOW ' — •- y• 1 CURB PER CALTRANS STANDARDS . SECTION (3) 2" DIA. STD: CAST IRON PIPES (2} #4 KEBABS IN CURB r_3, 0. / 3f. „0" TOP OF CURB 10 , , „ FLOW LINE OF GUTTER...,,,„(dr er -_ ° f -4 „- r-101" 1'_1 Oil" '" NOTE CONTRACTOR TO PROVIDE WELDED WIRE MESH (WWM) REINFORCEMENT IN CONCRETE PAVING DIRECTLY ABOVE DUCTILE IRON PIPES. WWI TO BE GRADE 40, 6"X6", 10 GAUGE, . PER .CALTRANS. SPECIFICATIONS. PROVIDE 2" MINIMUM CONCRETE COVER OVER WWM. CURB THRU DRAINS SCAB: ��"=1'-p� CURB CAN-024-Mss . PLAN REVIEW ROUTER . CITY'OF CA_IVIN �1L '94' .\c>i,. , New Submittal DResubmittal: (2"d,3rd,4th,5th Review) DRevision to Existing.Permit , O9,r (Q ea RECEIVED f — 3E — `z01 r APN# 27e7-33._p f7 -a�i�� !� (J i' � i� APPL]CATION/PERMIT# E ����� JOB ADDRESS�.��i �©--=O Gl D 7-161466. JOB DESCRIPTION OD) ' I/362 LE FA-41I t a D -E u-� C-, OS/& . Poe--7--com..S ..c. - (6-) be,,VE--u_d 4.* - , d,,. . .. ❑COMMERCIAL SIDENTIAL C ' Green-Point Rated Checklist ;.-,, ai1S Structural Calcs. WV SD Soils/Geoteclulical Report _School Fee Form Truss Calcs. _.Health Department Approval • . . _ 3 T-24 Calcs. Response_ Letter 3 CA Green Specs _Specifications Initials. i�� t uildint, 1 — 1 LI'1 Plan Checked By ' Date: DAPPROVED ❑NOT APPROVED Structural: Date.: a. D •DAPPROVED DNOT APPROVED z. M 'c 5f % MIL o wy=+Planning ., • - •. Zone: Plan Checked By: ' • . Date: . • DAPPROVED ❑NOT APPROVED ublic Works -.2--) et S y plan Date: l Checked By: DAPPROVED ...) T APPROVED /- . "-Er 1O Pii2C Fire - • Plan Checked By: • Date:. ❑APPROVED ❑NOT APPROVED MEMORANDUM CITY OF CAMPBELL TO: Bill Bruckart, Building Official DATE: 02/5/2018 FROM: Roger Storz, Senior Civil Engineer(408) 866-2190 iJ SUBJECT: BUILDING PERMIT APPLICATION Site Address: 330 Harrison Avenue For File No(s): BLD2018-00154 (PLN2017-048) Project Description: New Single Family House PUBLIC WORKS DEPARTMENT CONDITIONS OF APPROVAL Prior to issuance of any grading or building permits for the site, the applicant is required to complete the Conditions of Approval for the project (PLN2017-048) as printed on sheet COA2 of the building permit drawings. Specifically, revise the Site Plan on sheet AS1 as follows: • Add a new callout pointing to the existing sidewalk that says "REPAIR ANY DAMAGED SIDEWALK ALONG THE PROPERTY FRONTAGE" • Add a new callout pointing to the parkstrip that says "REMOVE CONCRETE PLACED IN THE PARKSTRIP". • Add a new callout pointing to the curb that says "CONSTRUCT CITY STANDARD CURB AND GUTTER ALONG PROPERTY FRONTAGE (MATCH EXISTING AT BOTH ENDS)". • Revise the note pointing to the new driveway to say "CONSTRUCT CITY STANDARD ACCESSIBLE COMPLIANT DRIVEWAY APPROACH". • Show the location of the new water meter on the private property side of the front property line • Show the location of the sanitary sewer cleanout on the private property side of the front property line (similar to the new water meter) • Add boxed note in a larger font that says "SEPARATE ENCROACHMENT PERMIT REQUIRED FROM PUBLIC WORKS FOR ALL WORK IN THE RIGHT-OF-WAY" J:\LandDev\Conditions\Bldg\Harrison 330 Bldg Feb 2018.docx Page 1 of 1 k S a a w rykGN AR01.� 46 r�k� �ik�� D RC P+6/•4°r 1�O Development Review Committee (DRC) �s�. %j ROUTING SHEET a,,, 4raPio4 X Building Division Police Department X Fire District Economic Development Development' ": Traffic Engineer Project Address: 33Oulti"ar_=nison=A_ye, Presentation 6/8f File No.: PLN2017-48 Completeness APN: 279-33-017 Conditions 6/22 ; - Applicant: Scott Rees _ Distribution 5°/31;, Property Owner: Scott Rees Subrn�ttal 2nd ° Project Description: Site and Architectural Review Permit for a two-story home with a floor area ratio over 45%• "Planner NPR ` Building Official to determine of scope of work constitutes a new house. n�°` �, DEPARTMENTAL RECOMMENDATION: If it can be determined that this project will require minimal or no comments by your department/agency, please return this comment sheet with your initials to the Project Planner as soon as possible. - Status Initial �.2`c ` " . Conditions 1z I.7 No Conditions . Additional information/revisions (see attached) MEMORANDUM CITY OF CAMPBELL TO: Naz Pouya, Project Planner - DATE: 06/1/2017 FROM: Roger Storz, Senior Civil Engineer (408) 866-2190y- SUBJECT: DRC APPLICATION Site Address: 330 Harrison Avenue For File No(s): PLN2017-048 Project Description: Site and Architectural Review Permit for a new two story home. Applicant: Scott Rees COMMENTS The scope of this project triggers the requirement for Frontage Improvements as required by Campbell Municipal Code 11.24.040. The applicant will be required to apply for an Encroachment permit to construct frontage improvements as listed below. PUBLIC WORKS DEPARTMENT CONDITIONS OF APPROVAL 1. Storm Drain Area Fee: Prior to issuance of any grading or building permits for the site, the applicant shall pay the required Storm Drain Area fee, currently set at $2,120.00 per net acre, which is $371.00. 2. Encroachment Permit/Fees/Deposits: The applicant shall obtain an encroachment permit (including fees, surety and insurance) from the Public Works Department for the construction of the following public improvements: a. Construct City standard curb and gutter along property frontage. b. Construct Accessible compliant driveway approach. c. Repair any damaged sidewalk along property frontage. d. Remove concrete from park/landscape strip. 3. Street Improvements Completed for Occupancy and Building Permit Final: Prior to allowing occupancy and/or final building permit signoff for any and/or all buildings, the applicant shall have the required street improvements and any pavement restoration installed and accepted by the City. 4. Water Meter: The project has an existing water meter installed in the public right-of-way. If the water service is required to be upsized as part of the project (i.e. due to fire sprinklers), then the new water meter shall be installed on private property behind the public right-of-way line. 5. Water Meter(s) and Sewer Cleanout(s): Any new water meter(s) and/or sewer cleanout(s) shall be installed on private property behind the public right-of-way line. 6. The following conditions only apply if the applicant has a need to install / upgrade utility services (water, sewer, gas, etc.) in the street: I:\LandDev\Conditions\Ping\l-larrison 330.docx Page 1 of 2 130 N. Third Street (PLN2017-021) a. Utility Encroachment Permit: Separate permits for the installation of utilities to serve the development will be required (including water, sewer, gas, electric, etc.). Applicant shall apply for and pay all necessary fees for utility permits for sanitary sewer, gas, water, electric and all other utility work. b. Utility Coordination Plan: Prior to issuance of building permits for the site, the applicant shall submit a utility coordination plan and schedule for approval by the City Engineer for installation and/or abandonment of all utilities. The_plan shall clearly show the location. and size of all existing utilities and the associated main lines; indicate which utilities and services are to remain; which utilities and services are to be abandoned, and where new utilities and services will be installed. Joint trenches for new utilities shall be used whenever possible. c. Pavement Restoration: Based on the utility coordination plan, the applicant shall prepare a pavement restoration plan for approval by the City Engineer prior to any utility installation or abandonment. Streets that have been reconstructed or overlaid within the previous five years will require boring and jacking for all new utility installations. Harrison Avenue have not been reconstructed or overlaid in the last 5 years. The pavement restoration plan shall indicate how the street pavement shall be restored following the installation or abandonment of all utilities necessary for the project. 7. Stormwater Pollution Prevention Measures: Prior to issuance of any grading or building permits, the applicant shall comply with the National Pollution Discharge Elimination System (NPDES) permit requirements, Santa Clara Valley Water District requirements, and the Campbell Municipal Code regarding stormwater pollution prevention. The primary objectives are to improve the quality and reduce the quantity of stormwater runoff to the bay. Resources to achieve these objectives include Stormwater Best Management Practices Handbook for New Development and Redevelopment ("CA BMP.Handbook") by the California Stormwater Quality Association (CASQA), 2003; Start at the Source: A Design Guidance Manual for Stormwater Quality Protection ("Start at the Source") by the Bay Area Stormwater Management Agencies Association (BASMAA), 1999; and Using Site Design Techniques to Meet Development Standards for Stormwater Quality: A Companion Document to Start at the Source ("Using Site Design Techniques") by BASMAA, 2003. - J:\LandDev\Conditions\Ping\Harrison 330.docx Page 2 of 2 OWNERS MARYANNE YOSHIKAWA&SCOTT REES 330 HARRISON AVENUE CAMPBELL, CA (408)250-5653 REES REMODEL SCOTT.REES@BHGHOME.COM 330 HARRISON AVENUE ARCHITECT CAMPBELL, CA RECEIVED LANCE CRANNELL AIA LEED AP 3361 WALNUT BLVD. SUITE 120 MAY 3 1 2017 BRENTWOOD,CA 94513 OFFICE: (925)634-7000 LCRANNELL@STRAUSSDESIGN.COM CITY OF CAMPBELL PLANNING DEPT. TABLE OF CONTENTS COVER SHEET TS SITE PLAN AO FLOORPLANS Al FRONT ELEVATION A2 SIDES, REAR AND ROOFPLAN A3 C CONTEXT PHOTOS A4 COLOR / MATERIAL A5 err ,11��11ni�Illll III il Ill�l u����III_..._.111111 —milliiiiiii" 6' ''',11. -''''''''''<T'''''H I IIII -= _�'t '.♦ t '1`e• 1.t/ �'' 1�11ll.AbIIII .: c • a'+ . Illilliii +launtan M4es Bed Bath �''1_\t�4 '' '' I • y .* • r I "'- zza Cam©II t0 Amlmr80! • Jf/�N ..,- 1 ,,,. ,mippr..-IIIIIIIiiiiiii--.... EB .I,,i, I�pr1f R, j ;A . VII I .� III: ;�, _ � ,� � , . . .-_,. � IIII SlaNuc s Joe Escobar Uiamoatls StePles = - m • ' �✓ n I1111.1MINI 1�11'11 IIIenJaPanps! ., '�_ ..._Y •.. . �� -• . ..- A �.. iIliBarBGnl�© ._ ' . ,S. ..> -- mlmmlmNIMPr'- ,G' fe7i Z t i y` i7% ;•, �1�IPPP'- ll��ll illl'I l II I lain" 111111111 l���lll�w� Ofry s ElMionrcs - "Inu -_. T" IIII me UePoiO 0 � � ',4--- � , -'..'.....7...,.......A....... Ja H.mwn ar.mr Binianp BaCm neon ",.l .cif � -----_ II :MI II I 1 r IIIml11�1�11t1`III�I I 1 Imlll 1 I 1 eXI ImarigralIII II�III 1 1�I1�� _ 1 1 1 -- � 1 1 1X111 iHli prmv2a„ mlml nume manulllll mou illmml unmet iil m�ri it mn n n VICINITY MAP U II I I II I I II I I I i l II II II II II II II III II I I II I I I I I I I -�;II■mi111m11nmlmlla_ Aintley Haute 0 PROPOSED FRONT ELEVATION 330 Harrison Ave. Campbell, CA May 26 2017 TS 3361 Walnut Blvd.Suite 120 Brentwood,CA 94513 Fir 25 6347000 9sdesig .com www.straw ssdesign.com SDG Architects,Inc. ZONING INFORMATION LOT COVERAGE FLOOR AREA RATIO(FAR) ZONING: R-1-6 EXISTING LOT COVERAGE: 26.7% EXISTING FAR: 0.26 PROPOSED LOT COVERAGE: 34.8% PROPOSED FAR: 0.48 AREA MAX LOT COVERAGE PER CMC: 40.0% *MAX FAR PER CMC EXCEPTION: 0.50 LOT SIZE: 7,620 SF (PER CMC 21.08.030 TABLE 2-3) EXISTING HOME: 1,440 SQ. FT. 2,135 SF(1st)+600 SF(Garage)+83 SF(Porch)= 2,818 SF PROPOSED HOME:3,063 SQ. FT. 2,135 SF (1st)+928(2nd)+600 (Garage)=3,663 SF 2,818/7,620 SQ. FT. = 37% LOT COVERAGE • EXISTING GARAGE: 600 SQ. FT. (NOT IN SCOPE) 37% <40%MAX LOT COVERAGE 3,663/7,620=0.48 LOT COVERAGE COMPLIES WITH CMC 21.08.030 Note:Basement is entirely below grade 5'-0" and meets definition per CMC 21.72.020 { REAR (E)18"LANDSCAPE (E)6'GATE / (E)6'GOOD SETBACK NEIGHBOR FENCE _A .J `� �, ''L) n , - — I C V'-2" I > I LINE OF FLOOR (E)BASEMENT wI CENTERLINE I ABOVE BELOW o OF STREET (E)GARAG . PROPERTY , k (NOT IN SQOPE) v I W LINE _ 600 SF I- - - Ix'l L_ —sg-�23 — � \ Q PROPERTY Ni LINE z 0 � 10'-8112" . �9 _ K ¶ (10'MIN,) 1 fi — —I tl v o l:d �` Lii a_ (E)8'CMU FENCE I O ;'i �-I L _ PATH PER I a C Z _� I OWNER I w z 20'-0" L - _I-,_- I II. a II t\___I. LANDSCAPE IC 30'-0" O j .- - JI TO CENTERLINE OF STREET EXISTING \ - - TREE (E)LANDSCAPE \ v� (30') 928 SF I 2,135 SF (E)LEMON TREEI J _A I (6') I C V.I.F. I r Q=, o� .;] 'N (E)WATER METER TO 0 „ I (��l b REMAIN II I I , z o_ 6 I PROVIDE LANDSCAPE PER I I °P o OO co < A/C I _`� t I CITY STANDARD.REMOVE LL N C13 u) '‘ J CONCRETE PER CITY. O° q m C 20'-0" ) I- SETBACK - - - J" _ L___1 _ PROVIDE CITY STANDARD PROPERTY LINE LINE OF DECK ABOVE MEAN HT.OF BLDG.=23'-4" \ (E)6'FENCE (N)6'FENCE& CURB&GUTTER IN FRONT 0.5 x 23'-4"=11-8" GATE(GOOD OF PROPERTY ONLY. MIN.SETBACK OF SECOND FLOOR=11'-8" =COMPLIES NEIGHBOR NORTH FENCE PER CITY STANDARDS) 9 iimi.m... Rees Residence 0 1'2'3'4' 8' Campbell 05/26/20 SITE PLAN 3361 Walnut Blvd.Suite 120 Brentwood,CA 94513 Irr 7000 9sdesig .com www.straussdesign.com SDG Architects,Inc 44° 44 3--- C__ -� -� Nil l I 0 »__, DECK 11OT I BDROOM1IlLmii. 1-41.---IPmmit' -11'1 -et). BEDRO M 3H 4 77% HE G ' ROO �j� \ s--t---, I I LAUNDRY 1 MUD � I � ROOM I A. I w.i.c. II — — I B DROOM IN _ _ _ _ _, _ < 0 D y — BA.cir - N ( I / DN O -A. 2 pDRooM 4 I 0 - QF F ICE _ _ - I II � i _ II < rt1-1 I I up II 1- - ___I "--g. il .....\I 4., 14-4 I I i 1- I_ ff' - -I- -+ I NI I I I I F�ITCHEV - g).="� I I " GREAT ROOM :• _ I I 1 I I 1 11 L__ . 4. i_ rt I , - i ir PORCH ,, r- iii �i�illI iii .ii ' I-- j - --f II I ---E SQUARE F00TAGES 4 1 1 1 - - - - - ill 1+ FIRST FLOOR PROPOSED 2135 SQ.FT. tT 1 SECOND FLOOR PROPSED 928 SQ.FT. TOTAL LIVING 3063 SQ.FT. SECOND FLOOR PLAN PORCH 83 SQ.FT. FIRST FLOOR PLAN Rees Residence DECK 204 SQ.FT. 0 1' 2' 3' 4' 8' Campbell FLOOR PLANS 05/26/2017 3361 Walnut Blvd.Suite 120 Brentwood,CA 94513 lirr 925.634.7000 www.straussdesign.com SDG Architects,Inc • COMP.SHINGLE ROOF .w w . • .1.• ;-,1 till Il lilllllie " i l�IIII �����llll��llll �i• lllll��lllll������� ����l��l Nth _ :ODSDTRIM IiING II 3"TRIM ., • _ _�HIINI ! 3TRIM �I � �� .` Intm�hmm_„.,e111illlllllll������ IIIIIII�IIIIIIAIII��Ij�������lllllll I�Ilie1\ �". 111■I -nm�om■>•o■i• IL3■ MTL.CAP b •t s � -•�m1��m . s o' � li * �1 ��to�� SHAKER SIDING fv S. ; m_e: LEDGESTONE VENEER °•.,% Mug l �., `"�, I IL LI I I I Ili �' �'1ll'_Miii• �� u J 1pi 6X6 POSTS r tftttt '.+ ` _I I riiil �, it Iilllllill rOM"•• �� ■■iiv 'w mi�m��u.�■waa•nn�•nei• �en�u■ m m� on■•o-i•■u-i,�=6�i-i LEDGESTONE VENEER �avc X I� j� _-7,..i r 1�1117111 A SHAKER SIDING 111 ,I■ II11■ EXISTING PROPOSED 330 Harrison Ave. Campbell, CA FEBRUARY 8,2017 REES RESIDENCE FRONT ELEVATION - 3361 Walnut Blvd.Suite 120 Brentwood,CA 94513 IV 7000 9sdesig .corn www.straussdesign.com SDG Architects,Inc II it II it E �- u u u 'Y'Y T j� II_II COMPOSITION SHINGLE t I i I=I hsI I ROOF- I 1 n AMER, II I "o n I 1 3 12 4:12 u _ u ` MIS //'1 r ` ,:,2 ,,2 1I .111 _ Imo' �_ I Ill 1 liilll li - I �� ._ .. - I : �. _ 1 I I E_,z I ti� ,12 ■■�r�•�r�u�n:_ -� �q■�1�■■�I�■■■�r�■I�I�■■■�1�■nI�P�I�u�1�■n�r� ■n,�m�r�n�1�■■nl�m�1� aI uu.I n�l.IUu.I ■■tr�■n�r��■� :e L - - -1 I ° --_ _I 111/11//111'' �/111/1111�111�11/111/IIII/111 1111/11/1 111/111/1111.111/111 11/111/1111.111/111/111/��� .,,x4g 1/111/111/1 = X1/111/III�IIIIR!!111/1111■111�1111/IIIN11111!■IIII/111/111/111/11 IIII/111/111/111/111/111/ Imn1■Imr--. - u■m1■nm■nl■1m1■mmmm�n■um■nbIlIIu nn■m1■uu■u ■nn■Iu1■m1■m1■m1■nu ii \-GATE (E)FENCE L ii -.6 j RIGHT ELEVATION ROOF PLAN TOTAL HEIGHT 3 . MEAN HEIGHT _....„ g( t -4 u u u ' _ u u I,i I I I I I-1- __L1_ I immi1. 111 i 3 - t- a lit II u 5 u $ a1 r= ■■■ ■ ■■ 111111 _I I� ■■II I r_'I pip_ - - - - - - - _ — ytil j , , it7). r i -I l El 1- [ _ r_ r'i 1 fl t .. A „ %, 1 114 I r PER CMC,SIDEYARD SETBACK MIN.(2nd FLOOR) (E)6'GOOD NEIGHBOR FENCE-" IS 0.5 x MEAN HT.OF BUILDING PER CITY STANDARDS LEFT ELEVATION REAR ELEVATION MEAN HT.=23'-4" SIDEYARD SETBACK=11'-8" IminWmft Rees Residence 0 1' 2' 3' 4' 8' Campbell 05/26/2017 ELEVATIONS 3361 Walnut Blvd.Suite 120 Brentwood,CA 94513 Iljr 925.634.7000 www.straussdesign.com SDG Architects,Inc c. f...P `4 ! e. _.... v SUBJECT SITE • ,; , --7. J1„.,;„� ,4, °1/ .1 s ,.(• `'�' + i, _ •�1.,„b ill wf+ / �'. ••• -- ~ R A ♦ ,a9Y.• m •> ;. l'4°'11''''''•.rte 'Mill,' :._ :t.. " - T - • • • +1 4 _At -c iit —�_.._ ; 4-I ,. _ C •,_ ! _:11.114C . — - -- - k . _ __. . .\`, _ ` i t ., ., / I.IILutluuulF! .i:tu 'i'>v- _ - • � ��,3 •• _ - _'c_ lil 41fik'' =ICI 330 Harrison Ave. Campbell, CA FEBRUARY B,2017 REES REMODEL CONTEXT PHOTOS 3361 Walnut Blvd.Suite 120 Brentwood,CA 94513 I 7000 9sdesig .com www.straussdesign.com SDG Architects,Inc Roofing CertainTeed-Moire Black Landmark Series or approved equal Gable Trim Woodtone Rusticseries Old Cherry Body SW 7026-Griffin Trim SW 7674-Peppercorn Accent SW 7005 Pure White Eldorado Stone Saddleback-Rustic Ledge 330 Harrison Ave. Campbell, CA FEBRUARY 8,2017 REES REMODEL COLOR SCHEME 3361 Walnut Blvd.Suite 120 Brentwood,CA 94513 rfir Note:All colors and textures are representative samples only,pending verification 925.634.7000 of actual material suppliers and manufacturers for this particular project. www.straussdesign.com SDG Architects,Inc. MEMORANDUM CITY OF CAMPBELL TO: Naz Pouya, Project Planner DATE: 2/17/2017 FROM: Roger Storz, Senior Civil Engineer 408-866-219O/ SUBJECT: DRC APPLICATION Site Address: 330 Harrison Avenue For File No(s): PLN2017-048 Project Description: Site and Architectural Review Permit for a new two story home. The scope of this project triggers the requirement for Frontage Improvements as required by Campbell Municipal Code 11.24.040. PUBLIC WORKS DEPARTMENT COMPLETENESS COMMENTS This application is deemed incomplete by Public Works. Please address the items below and resubmit revised plans. 1. Revise the Site Plan Sheet AO as follows,making sure all dimensions are drawn to scale: a. Identify the centerline of Harrison Avenue, and show the dimension from the centerline of the street to the existing substandard curb, as well as the dimension from the centerline of the street to the property line. b. Identify where the existing water meter and the existing sanitary sewer clean-out are located. Call out if either are new that they should be located on private property and not in the public right of way. c. Show the construction of new City standard curb and gutter along the frontage, similar to the adjacent property at 340 Harrison Avenue. d. Show the construction of a new City standard accessible compliant driveway, similar to the adjacent property at 340 Harrison Avenue. e. Show the removal of the concrete placed in the park strip between the curb and sidewalk. ]:\LandDcv\Completeness\Specific Projects\Harrison 330.docx Page 1 of 1 public • OF t Atill,/{ /�d �� ]' 0 gory ti w °k( rinao �7�ksA mip/stratiop Development Review Committee (DRC) ROUTING SHEET X Building Division Police Department X Fire District Economic Development X Land Development Traffic Engineer Project Address: 330 Harrison Ave. °Presentation 2/16 ; File No.: PLN2017-48 Completeness 223, APN: 279-33-017 Cor ditioriis 3/2 Applicant: Scott Rees s. Property Owner: Scott Rees Distribution 2/10 Project Description: Site and Architectural Review Permit for a new two- Submittal 1st story home with a reduced second story side setback and a floor area ratio over 45%. Phnner °NP DEPARTMENTAL RECOMMENDATION: If it can be determined that this project will require minimal or no comments by your department/agency, please return this comment sheet with your initials to _ the Project Planner as soon as possible. Status Initial Conditions No Conditions Additional information/revisions (see attached) �� �� Land Development Information sheet Prepared by: AN APN: 279-33-017 Date: 2/16/17 Address: 330 Harrison Avenue Lot size: 7,620(SF) Any found records of building permits in last five years? Yes 0 (provide info below)No EI Was permit issued? Yes 0 (provide info below)No If yes: Permit Number: Nature of work: If this project is part of a larger development(new subdivision,new townhomes)or commercial development, skip A through D. Construction of new two-story home with reduced second story side setback A. Existing building area(SF): 1,440 B. Proposed additional area(SF): 1,533 (Use the area from five years back) C. Total area w/addition(A+B): 2,973 D.Percent increase(B/A): 106.46% (if less than 50%,stop research) Tract or Parcel Map: Tract#67 (Tract#or book&page) Date recorded: March 24"', 1938 Any found records of Storm Drain Area fee previously paid? Yes❑ (provide info below) No (Fee initiated for residential subdivisions 4 8/15/55;all developments 4 5/16/60) Date paid: Storm Drain Area fee: $2,120.00 (area in acres) X 0.17 (fee/acre) = $360.40 Within STANP? Yes 0 No® (check one) STANP property location Requirements: Curb 0 Gutter❑ Sidewalk❑ Rolled curb ❑ None❑ N/A El Existing improvements present? Curb® Gutter 0 Sidewalk® Rolled curb 0 (check all that apply) Sidewalk dimension(BOW to FOW): 4.5' Park strip dimension(FOW to BOC): 3_5' Driveway dimension(s): 10.5' D/W ADA compliant? Yes 0 No® N/A ❑ Ramp ADA compliant? Yes 0 No ❑ N/A Street ROW half width(CL to PL): 30' Date that street had been resurfaced: Before June 2003 Street light info: JP® older pole 0 galvanized pole 0 Water meter and sewer cleanout info: Water meter located on sidewalk of property front. SCO not found SD inlet and/or manhole(relation to frontage): Refer to Storm Drain System Map Electrical panel relocation? Yes❑ No 0 NA Overhead lines fronting property? Along northern PL ®Yes 0 No A.Roadway Classification: O Arterial or Collector ®Local B.Commercial structure or subdivision of 5 or more? ❑Yes ®No Utility undergrounding required? DYes ®No Provide details and attach pictures(8.5x11),assessors map(11x17),tract map,aerial map(8.5 x 11),and WVSD SD system map(8.5x11) 330 Harrison Avenue A.N. 2/16/2017 ,. ,.. r s. -r a t'''.f... i :, ,',v, ...if,*,- , ,I., v . imilliror.. t,,, ipi;er 4„,.,,,.-40:!:::of,, . „c k i., A 4 , ,, ',.,,,,,': 7:444, ', 1 .,,7):::1411.r.J-v;7,7,' •_:**, , `', If 400 , ii ,. ' '. -, r 'i,, /"---, r ........-. f '''' N :*;.:g ill, �,' dork)t :1i; l 'i ddIiIiIIIIIII II IIIIIIIIIIIIIIIIIII ''a ' ilt _ - i+1� pp yi 7p y q Property front, facing east — e � �t�I 1.,, ,. ' �� , i k ti i �� - ./ a4# , ,'' , 1 1 A !:,:,..„—,, , ‘,.,. 4 ..'Ast —- A Ls I ' . .i ._+.t ROW 30' . ' !,r' : ,,,,, '\f!I 1, ' 1; ; ; ' . ;E South PL 1 - -- Sidewalk view from north P__L, facing south Sidewalk view from south PL, facing north l‘VAI\111111 ill 11 a -- r4 'WAWA 4laimatimadia4 - {,e ' �. a Uneven park strip and water meter Non-ADA Driveway Page 1 of 2 330 Harrison Avenue A.N. 2/16/2017 1 ...4 : .. :LL :... , ,... pie tit1Atl1jjjJJi!!!llLLIIiII1iiIi4iIII , _ ,-- " r 7 , ___ • • . , % lu, .. ...,..,, , No existing concrete gutter Overhead lines along north PL Page 2 of 2 r• !ft N ,00.09 - ...F. _.. t. , b v s w "' o I 0 I r .„4,1D .^at 4 x . I , CO N CO Ir • losr, • . . • ii • III MI ..... \Ilk - '''' ED ,t a b o• d • rift II INIIIIPiallA \47.- r•1 �,-1. ,.-„...;.0-..;..,5 tom- "Z• f\ _.- .1P 5 LO o 0- c 0 3 • HARRISON AVENUE OFFICE OF COUNTY ASSESSOR SANTA CLARA COUNTY , CALIFORNIA BOOK PAGE TWP 7S - R I W O 279 33 P. M. 658 - M - 10 P. M. 339 - M - 2 PM. 524-M12 P. M. 285- M - 40 _ AVENUE o o SALMAR - 557 __ _ P.M_.315 M 34 ...- 509 -"'� \ .r— 299 337.34 2 120.0 1 141.56 ..-T• 120 1•6 "48 0T -577- ,� • . sao 0.60 AC. • I \ I 0, Lu 60 0 40 \\ Z h1 PCL. A cp Q I tO 49 47 1_I tO 193 M M :,s; t° N.,„,_, 31 41qo F.,, 52 n i; v> us PCL. I it 1 •33 . 67 2.17 A c. 3.40 AC. NET PTN. PCL. A 1.81 AC. NET PTN. PCL. I M Poi ' PCL. A 485.19 _� o' L 334.32 120 ... 299.06 _.. --_ _•' l 299.17 ID 01 30�I 6• _ 939 12 j 7 I PCL. 2 Lt.I PCL. I j °' Z i 2.7C AC. NET) 0.966 AC. NET <V Lij a > ( 7.47 AC. NET ) 10.17 AC.TOTAL I Q PCL. C I 187.36 CO PCL. B ___ 0.748 AC. : CAMPBELL UNION SCHOOL DISTRICT l CAMPBELL UNION SCHOOL DISTRICT N 95.47- ; NET a m. PCL. A O 7, 43 I i " 0.657 AC. i 42 Ci) � � � • NET 'Zr `•. I I h I " M a oi I I o Z �01 W I,n 0, 0 I 9 °' 8 " 1— I Ia J � I 942.19 ...�_... ...T ...__._rte...___r_ ...- ._____418..5.9--T--...--7--. r... .. IS172 T • �-... I I i ; I _ 0.44 AC. NET 8 i 7�- 6 5 i 4 I 2 1 12 11 10 i 9 ; 8 ; 7 I 6 I 5 4 3 2 1 (a/'1 I AI I 1 , m 51 I I I I I , . I i 12 u 11 10 -,-,.- 28 i 27 26 25 24 23 22 . 21 20 19 18 17 16 I 15 14 13 3 0'! L�J I ! !?.1 �, I MAPPING REQUEST 7997-98 I ; I I j o -240- I 74.IS , I ! I I ; i I '.0 I 438 I 430 420 I I 330 3/8 o 95.61 �� ` 132.4E SO SO 50 I SO , 50 25 25 50 50 54 55 55 S5 60 60 ( 50 I 54 66 i 60 60 60 N l-rG42-M-�9 - a8C o�€6 4 6 448 MAZZONE SUBDIVISION 408 392 382 372 I 362 350 340 DAHL S ADDITION 3/0 298 286 274 260rIl 250 -TRAP-:-.1111:6C- P�M- --� 1 MN° TRACT N 67 AVENUE 26 HARRISON TRACT N- 76 - -- - i - - - - - - - -- - -o-` ( FMLY N. HARRISON AVE.)----(1.- Iw �u oar 1 io6 PM. 667-M-34 O } ,w O I LAWRENCE E. STONE - ASSESSOR 34 ,w 40 Cadastral map for assessment purposes only. I— Compiled under R. & T. Code, Sec. 327. Effective Roll Year 2016-2017 SCALE: 14 = 8O' m 0 w �o� %. orh?R.Spike N. o /5'E. AVENUE — — —�' __ P j I ,,25J*25> 939.65' 1 r \ 4'Qzo' r' `��°y Np L .9 :.:1 / V / .5 / 0 ^./ Book. "K "of /gaps page 5.9 �a A, ` D --: a3zi`w,.- 939' S O'2i'w 60' N�o /20' 56' ,55' 55' 54' \ 600.09' `. 0yz r • L 'o ,Po cc o and /E'osie Mo one ^' y r. /e tl h1 ko /7 N /6 /5 /4 /3 '6 33 `° 3 4.Se/4` w•,1 y, " 4•,99`46' :0 k ` �y b ,Q•/9.92', rn`.l - R•2o.o9' fi 14 1 ` ' ".o T.•2o.0' n'' 1.•31.97-" i _- - �0 N 40'j .J25't25:, 3/O0' 55 55' S5' 54' 'Wu q /.R OI N 0 2/'a 599. X0 p, ,,____„1.. rn / b N o°zi'E.- AVENUE—. .w. ;P- R o w <PI Notes public st OW reet. _� N01.'`Q,ovbl%G"St th c!- 0_ i 54' 50' 60' 60' S5' .55' 55' 54' ' iri D 5 6 J 7 8 9 /0 II /2 ,c'occo and /Posie Ma3jone rn 50 60' 60 55' 5"5' 55 54' `/ .5"4 \ O`2/`E. 689' -'' Ili M. 6. Ernst' f fhe bearings shown on this Map was taken 'cram the mop of / Subdivision as recorded in Book "X "of /Mops page 59. and dimensions ore shown in feet and decimals thereof _Ts iron pipe. SHEET N°/ of 2 SHEETS City of Campbell Storm Drain System Page 1 of 1 City of Campbell Storm Drain System with Web AppBuilder for ArcGIS by Santa Clara County ISD-GIS -f' v' 330 harrison avenue X how s:aklii reslts for 330 ha.,. Legend Home Depot City of Campbell Storm Drain System Storm Drain Structures • Bubble IN Catch Basin(no trash capture) L'- Catch Basin(w/trash capture) Drain Inlet '+ Manhole Outfall Storm Drain Conduits ® Storm Drain Conduits City Limits City Limits Citiesi 100ft -121.940 37.293 Degrees All Rights Reserved http://sccgov.maps.arcgis.com/apps/webappviewer/index.html?id=ee7cd 17bafdc4c 1 ead74e243b7ce8455 2/16/2017