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Home My WebLink About2017-06-07; Planning Commission; ; CDP 2016-0005 (DEV2016-0058) – KLOVANISH RESIDENCE The City of CARLSBAD Planning Division A REPORT TO THE PLANNING COMMISSION Single Family Coastal Development Permit Item No. Application complete date: April 14, 2017 P.C. AGENDA OF: June 7, 2017 Project Planner: Paul Dan Project Engineer: Kyrenne Chua SUBJECT: CDP 2016-0005 (DEV2016-0058) – KLOVANISH RESIDENCE – Request for approval of a Coastal Development Permit to allow for the construction of a new 4,230 square foot single-family residence within the Mello II Segment of the City’s Local Coastal Program located on Adams Street 100 feet west of Highland Drive within Local Facilities Management Zone 1. The project site is not within the appealable area of the California Coastal Commission. The City Planner has determined that the project belongs to a class of projects that the State Secretary for Resources has found do not have a significant impact on the environment, and it is therefore categorically exempt from the requirement for the preparation of environmental documents pursuant to Section 15303(a), construction of a single family residence, of the state CEQA Guidelines. I. RECOMMENDATION That the Planning Commission ADOPT Planning Commission Resolution No. 7249 APPROVING Coastal Development Permit CDP 2016-0005 based upon the findings and subject to the conditions contained therein. II. PROJECT DESCRIPTION AND BACKGROUND Project Site/Setting: The 0.42 acre (18,295 square feet) site is generally located on the east side of Adams Street approximately 100 feet west of Highland Drive, as shown on the attached location map. The vacant lot is completely undeveloped with no existing improvements or public utilities. The topography of the site ranges from approximately 95 feet above mean sea level (amsl) at Adams Street to approximately 126 feet amsl at the rear property line. Drainage naturally flows westward onto Adams Street then into a public storm drain near Hoover Street and Adams Street. The neighborhood is generally characterized by one- and two-story single-family residences with associated structures. No agricultural activities, sensitive resources, geological instability, flood hazards or coastal access opportunities exist onsite. Table “A” below includes the General Plan designations, zoning and current land uses of the project site and surrounding properties. TABLE A Location General Plan Designation Zoning Current Land Use Site R-4 Residential R-1-15000 Vacant undeveloped lot North R-4 Residential R-1-15000 Existing single family dwelling South R-4 Residential R-1-15000 Vacant undeveloped lot East R-4 Residential R-1-15000 Existing single family dwelling West R-4 Residential R-1-15000 Vacant undeveloped lot 2 CDP 2016-0005 (DEV2016-0058) – KLOVANISH RESIDENCE June 7, 2017 Page 2 Proposed Residential Construction: The proposed project consists of a new 4,230 square foot two-story single-family residence with an attached 533 square foot two-car garage, 624 square foot attached lanai, and a swimming pool located in front of the residence. The maximum height of the new residence will not exceed 28 feet 6 inches from grade. Hardscape, landscape, and drainage improvements are also proposed. Architecturally, the design is a modern rendition of Polynesian style, highlighted by its dual pitched “Dickey roof” form, with deep roof overhangs. Material such as stacked quartzite stone veneer, shellstone veneer, “Santa Barbara” stucco with sculptural plaster inserts, and Ipe wood ceilings help to blend the house into the natural setting near Agua Hedionda Lagoon. Access would be provided off Adams Street, a public road. Proposed Grading: Estimated grading quantities would require 680 cubic yards (cy) of cut, 80 cy of fill with 600 cy of export. To minimize grading a large portion of the residence would be constructed on piers and beams. Current vegetation onsite is ornamental sea fig which is used for erosion control. The project proposes to replace the sea fig with landscaping conducive to the City’s landscape requirements. A grading permit will be required for this project. According to the project’s biological technical report, disturbance of onsite and offsite ornamental vegetation that is identified in the City’s Habitat Management Plan (HMP) would occur as a result of the project. To account for such impact the owner would pay a habitat in-lieu fee for disturbing approximately 0.44-acre per Section D-113 of the HMP. Additionally, conditions of approval require measures to protect migratory birds during breeding season. Archeology, paleontology, and cultural resource reports were also submitted. While no significant resources are anticipated to be encountered on the site, conditions require archaeological, paleontologist and Native American monitoring to ensure no impacts in the case of inadvertent discoveries. III. ANALYSIS The project is subject to the following regulations and requirements: A. R-4 Residential General Plan Land Use Designation; B. One-Family Residential (R-1-15000) Zone (CMC Section 21.10); C. Coastal Development Regulations for the Mello II Segment of the Local Costal Program (CMC Section 21.201) and the Coastal Resource Protection Overlay Zone (CMC Section 21.203); D. McClellan-Palomar Airport Land Use Compatibility Plan (ALUCP) – Airport Overflight Notification Area (only applies to new residential development); E. Inclusionary Housing Ordinance (CMC Chapter 21.85); and F. Growth Management (CMC Chapter 21.90). The recommendation for approval of this project was developed by analyzing the project’s consistency with the applicable city regulations and policies. The project’s compliance with each of the above regulations is discussed in detail in the sections below. A. R-4 General Plan Land Use Designation The subject property has a General Plan Land Use designation of R-4 Residential, which allows for the development of single-family residential units within a density range of 0-4 dwelling units per acre (du/ac) and a Growth Management Control Point (GMCP) of 3.2 du/ac. The project site has a net area of 0.42- acres and at the 3.2 GMCP, one dwelling unit is allowed. Therefore, the project complies with the General Plan Land Use Designation R-4. CDP 2016-0005 (DEV2016-0058) – KLOVANISH RESIDENCE June 7, 2017 Page 3 B. R-1-15000 Residential Zone (CMC Section 21.10) The project is required to comply with all applicable regulations and development standards of the Carlsbad Municipal Code (CMC) including the One-Family Residential (R-1-15000) zone. The proposed project meets or exceeds all applicable requirements of the R-1-15000 zone (shown in Table B below). TABLE B – R-1-15000 ZONE DEVELOPMENT STANDARDS Standard Required/Allowed Proposed Front Yard Setback 20’ 23’ Side Yard Setback 10’ 10’ * Rear Yard Setback 20’ 20’ * Max Building Height 30’ with > 3:12 roof pitch 28’ 6” Lot Coverage 40% maximum 32% Parking Two-car garage (20’ x 20’) Two-car garage *Per CMC 21.46.120 roof eaves on the north and south are allowed to intrude into setbacks by 24 inches C. Conformance with the Coastal Development Regulations for the Mello II Segment of the Local Coastal Program (CMC Chapter 21.201) and the Coastal Resource Overlay Zone (CMC Chapter 21.203) The project site is located within the Mello II Segment of the Local Coastal Program and is not within the appeal jurisdiction. The site is also located within and subject to the Coastal Resource Protection Overlay Zone. The project’s compliance with each of these programs and ordinances is discussed below: 1. Mello II Segment of the Certified Local Coastal Program and all applicable policies The project is located in the Mello II Local Coastal Program (LCP) Segment. The subject site has an LCP Land Use Plan designation of R-4 (Residential), which allows for a density of 0 to 4 du/acre and 3.2 du/acre at the Growth Management Control Point (GMCP). The project density of 1 du/ac is consistent with the R-4 General Plan Land Use designation as discussed in Section III A above. Therefore, the project is consistent with the Mello II Segment of the LCP. The project consists of the construction of a new 4,230 square foot single family residence with an attached two-car car garage in an area designated for residential development. The proposed two-story, single-family residence is compatible with the surrounding development of one- and two-story single- family homes. The proposed two-story residence will not obstruct views of the coastline as seen from public lands or the public right-of-way, nor otherwise damage the visual beauty of the coastal zone. No agricultural uses currently exist on the site, nor are there any sensitive resources located on the developable portion of the site. The proposed single-family residence is not located in an area of known geologic instability or flood hazard. Furthermore, the site does not have frontage along the coastline, so no public opportunities for coastal shoreline access are available from the subject site. 2. Coastal Resource Protection Overlay Zone The project is consistent with the provisions of the Coastal Resource Protection Overlay Zone (CMC Chapter 21.203 of the Zoning Ordinance) in that the project will adhere to the City’s Master Drainage Plan, Grading Ordinance, Storm Water Ordinance, BMP Design Manual and Jurisdictional Runoff Management Program (JRMP) to avoid increased urban run-off, pollutants and soil erosion. The subject property does not include steep slopes (equal to or greater than 25 percent gradient) or native vegetation. CDP 2016-0005 (DEV2016-0058) – KLOVANISH RESIDENCE June 7, 2017 Page 4 D. McClellan-Palomar Airport Land Use Compatibility Plan (ALUCP) – Airport Overflight Notification Area The project site is located within the McClellan-Palomar Airport Land Use Compatibility Plan (ALUCP), more specifically the Airport Overflight Notification Area. ALUCP Section 2.2.29 – Overflight Notification is designed to ensure that prospective buyers near an airport, particularly residential properties, are informed about the airport’s potential impact on the property. This notification does not restrict the height of structures, it simply discloses the existing conditions that may affect the property. For that reason, the property may be subject to some of the annoyances or inconveniences associated with proximity to airport operations (for example: noise, vibration, or odors). ALUC Section 3.6.3 requires an overflight notification to be recorded on the property for new residential development. E. Inclusionary Housing Ordinance (CMC Chapter 21.85) For any residential development of less than seven (7) units, the inclusionary housing requirements may be satisfied through the payment of an inclusionary housing in-lieu fee. The proposal to construct one single-family residential dwelling unit has been conditioned to pay the applicable housing in-lieu fee prior to the issuance of a building permit. F. Growth Management (CMC Chapter 21.90) The proposed project is located within Local Facilities Management Zone 1 in the Northwest Quadrant of the city. The impacts on public facilities created by the project, and its compliance with the adopted performance standards, are summarized in Table “C” below. TABLE C – GROWTH MANAGEMENT COMPLIANCE Standard Impacts Compliance City Administration 3.48 sq. ft. Yes Library 1.85 sq. ft. Yes Waste Water Treatment 1 EDU Yes Parks .0069 acre Yes Drainage 0.9 CFS/Basin D Yes Circulation 10 ADT Yes Fire Station No. 1 Yes Open Space N/A N/A Schools Carlsbad (E=.35/M=.1036/HS = .0959) Yes Sewer Collection System 1 EDU Yes Water 550 GPD Yes CDP 2016-0005 (DEV2016-0058) – KLOVANISH RESIDENCE June 7, 2017 Page 5 IV. ENVIRONMENTAL REVIEW This project is exempt from CEQA per the exemptions listed below: (1) Section 15303(a) and (e) of CEQA exemptions (Class 3) exempts the construction of single family residences in urbanized areas and accessory structures including swimming pools from environmental review. A Notice of Exemption will be filed by the City Planner upon project approval. ATTACHMENTS: 1. Planning Commission Resolution No. 7249 2. Location Map 3. Disclosure Statement 4. Reduced Exhibits 5. Exhibits “A”-“O” dated June 7, 2017 PA R K DRPA RK DRHOOVER STHOOVER STCC AA LL AA VV OO CCTTBB RR UU CC EE RRDDAA DD AA MM SS SS TT CO V E D R CO V E D RHIGHLAND DRHIGHLAND DR CDP2016-0005 Klovanish Residence SITE MAP JPALOMARAIRPORTRD E LCAMREALLA COST A AVCARLSBADBLCARLSBADVILLAGEDRELCAMINOREAL MELR O SED RAVIARAPY RAN CHO S A NTAFERDCOLL EGEBLAGUA HEDIONDA LAGOON SITE "" L City of Carlsbad DISCLOSURE STATEMENT P-1 (A) Development Services Planning Division 1635 Faraday Avenue (760) 602-4610 www.carlsbadca.gov Applicant's statement or disclosure of certain ownership interests on all applications which will require discretionary action on the part of the City Council or any appointed Board, Commission or Committee. The following information MUST be disclosed at the time of application submittal. Your project cannot be reviewed until this information is completed. Please print. Note: Person is defined as "Any individual, firm, co-partnership, joint venture, association, social club, fraternal organization, corporation, estate, trust, receiver, syndicate, in this and any other county, city and county, city municipality, district or other political subdivision or any other group or combination acting as a unit." Agents may sign this document; however, the legal name and entity of the applicant and property owner must be provided below. 1. APPLICANT (Not the applicant's agent) Provide the COMPLETE, LEGAL names and addresses Gf ALL persons having a financial interest in the application. If the applicant includes a corporation or partnership, include the names, titles, addresses of all individuals owning more than 10% of the shares. IF NO INDIVIDUALS OWN MORE THAN 10% OF THE SHARES, PLEASE IN DICATE NON-APPLICABLE (N/A) IN THE SPACE BELOW. If a publicly-owned corporation, include the names, titles, and addresses of the corporate officers. (A separate page may be attached if necessary.) Person .S~vet0 T . ~V~\.itl Corp/Part. __________ _ Title Ow Ji Etl Title ---------------- Address 2-'TZ..l ~~'0 lSL.JD Address ~~' ut f240~ ------------ 2. OWNER (Not the owner's agent) P-1(A) Provide the COMPLETE, LEGAL names and addresses of ALL persons having any ownership interest in the property involved. Also, provide the nature of the legal ownership (i.e., partnership, tenants in common, non-profit, corporation, etc.). If the ownership includes a corporation or partnership, include the names, titles, addresses of all Individuals owning more than 10% of the shares. IF NO INDIVIDUALS OWN MORE THAN 10% OF THE SHARES, PLEASE INDICATE NON-APPLICABLE (N/A) IN THE SPACE BELOW. If a publicly-owned corporation, include the names, titles, and addresses of the corporate officers. (A separate page may be attached if necessary.) ' Person STI:?vErJ I. lt.L-OV-t,t~ISL-.1 Corp/Part.·~ ___________ _ Title Ow.vot.-Title -------------------- Address 2-t2-/ VJvtlJ~.) fl;;tv,) CAMJ·~. CA-C(v;ut Address. ____________ _ Page 1 of2 Revised 07/10 3. NON-PROFIT ORGANIZATION OR TRUST If any person identified pursuant to (1) or (2). above is a nonprofit organization or a trust, list the names and addresses of ANY person serving as an officer or director of the non- profit organization or as trustee or beneficiary of the. Non Profit/Trust Non Profit/Trust. ________ _ Title __________ _ Title ____________ _ Address -----------Address ___________ _ 4. Have you had more than $500 worth of business transacted with any member of City staff, Boards, Commissions, Committees and/or Council within the past twelve (12) months? DYes 11] No If yes, please indicate person(s): ___ ----:-------- NOTE: Attach additional sheets if necessary. I certify that all the above information is true and correct to the best of my knowledge. Signature of owner/date Signature of applicant/date Print or type name of owner Print or type name of applicant Signature of owner/applicant's agent if applicable/date Paul J. Klukas; PLANNING SYSTEMS Print or type name of O\A!ner/applicant's agent P-1(A) Page 2 of2 Revised 07/10 ' I j ! ' t l I I ; ! ' ' i I I. I i . I I lHE OFFICE OF lHE COUNTY RECORDER OF SAN DIEGO, MARCH 7, 1929 AS DESCRIBED IN DEED RECORDED DECEMBER 5, 1973 AS FILE/PAGE NO. 73-335809. BENCHMARK: WELL MONUMENT IN CENTER OF BULB CUL-DE-SAC AT lHE SOUJHEAST END OF SYME DRIVE STAMPED "LS 1162': PT. NO. 119 PER RECORD OF SURVEY 17271. · -. ELEVATION: 125.950 (NAVD ' ' ' i ! PM I 792 ; I -i 1 I I I ' ! PLANTER ..• ·SETBACK LINE TYP. 118.90,. 10'-0" SIOEYARD SETBACK -. -. . ' I I I POR1JON oF··· .. :Lor BLOC}\ ···-MAP NO, }'-1-a p ,.., :---..... , ... ._,_, CEFlTJFJCKfE OF COJVJPLIJ-\NCE PER DOC. 475202 .j=:lEC, 9/-J2J·J5 :z:. . t4;LFRE$Cof~~M9E· I ABOVE GRADE ELEV. 1;1'1 ' .. 90.~ ,..-.-:·· 90.5 I PROPOSED LOCATION ELECTRICAL CONNECTION '• . '-,.~'--,-.. , .... # I j ,., ~-. '-) I>A\c ( ' WILL BE SUPPORTED ON PIER GRADE BEAM . , ! EXISTING VEGATATION DURING EXCAVATION. -REFER TO PRELIMINARY CIVIL ENGINEERING PLANS FOR GRADING OF FOUNDATION, DRIVE, AND DRAINAGE ABOVE GROUND l'ERRACES TO . CONSTRUCTED OF PERVIOUS MATERIALS CONC BE __ ) __ PROPOSED STORM DRAIN C.O. INTfRCEPT (E) UNE FROM UPHILL PROPERTY ---- PL (P) CURB & GUTTfR PER G~2 N SEWER SERViCE I I F i/ I I I I I I I I I I : :p J-\RCC::L 3 I I : : PJVJ 792 I I I I I I i c_____________ EX. POOL 1 EX. POOL DECK ' r CIREMELE SURVEYING INC. I I I I I I I 1 <~164 S_ Escondido Blvd, Esoondido, CA 92025 fiPtlone (700)489-2200 "Fax ((00)489·2202 L ___ PROPOSED \ / rEIROW DITCH ----\ , ___ / PER D-75 \(P) CB . 8/lt/=126.0 --_.,.-' ....... ______ _ I j I I ! f PARCEL 4 /PM 1363 ( f --~'*Y'f'r-~&)4 '.-+',.,?:'! February~. 2017 City of Car1sbad Planning an? Engineering Dept. Carlsbad, CA Re: 4385 Adams Street, Carlsbad CA (COP 2016-0005) Dear Sir I have examined the preliminary house plans for the above mentioned property in relationship to a topographic map done by me. I found the cross-sections for the height restrictions to be within thirty feet of the existing grade. The topography shown on the floor plans are cons1stent with lhe topographic map done by Ciremete Surveying_ Please contact me with any questions. Sincerely, , CL C"-f~ Chris Ciremele, lS 5267 . MAIN UVING AREA UPPER LIVING AREA TOTAL LIVING AREA GARAGE AREA MAIN LA.NAI'S-cOVERED MAIN DECKS-OPEN UPPER DECK-COVERED BBQTERRACE ALFRESCO TERRACE POOU SPA SURFACE BUILDING COVERAGE BREAKDOWN FlOOR AREA MAIN FLOOR UPPER FLOOR GARAGE 3188 SF 112 SF 533 SF 3188 SF 1042 SF 4230SF 533SF 624SF 154SF 72SF 523SF 345SF 742SF 3833 SF f t..<lt~;k.1''uN. 9r.:: N(::l;::~~~~--:r,P.l: ~~~Jtj:;r:;: vr;,~., ::,;'·. MAIN LANAIS (COVERED) (OPEN ) MAIN DECK, MEDIA SPIROL STAIR CHIMNEY (COVERED) DECK UPPER · BBQ TERRACE {OPEN) ALFRESCO TERRACE (OPEN) 624SF 154SF 28SF 14SF 72SF 523SF 345SF -::;,__ j ~-~~-PFllOPERlrY LINE TYP.: 95.28 ' 10' -0'' SIDEYARD SETBACI{. SEWER, WATER AND SCHOOL DISTRICT TO PROVIDE SERVICE TO PROJECT " ' ~-- -. :SITE PLAN s . ' : 1. REFER TO LANDSCAPE AND HARDSCAPE PLANS FOR DETAIL. i 2. LANDSCAPE TERRACES AND PATIOS, ! 3. COVERED LANAI SEE FLOOR PLAN A-1 A-2 ! 4. "CONTROL POINT" -OCEAN AND LAGOON VIEW LINE, SEE FLOOR PLAN ' FOR SPECIFIC AN. GLE TO VIEW, TO BE VERIFIED WITH DESIGNER ON 5. PLANTER AREAS, PROVIDE DRAINAGE 6. CUSTOM OUTDOOR FIREPLACE /PIZZA OVEN COMBINATION 7. DRIVEWAY PROFILE, SEE SECTION "G" AND CIVIL ENGINEERING PLAN 8. AUTOCOURT AT TOP OF DRIVEWAY, EllEV. 120.5, 9. ELEVATION 120.5 ALONG EAST EDGE OF BUILDING, REFER TO CIVIL ENGINEERING PLANS FOR DRAINAGj:, SLOPE MIN.1% AWAY FROM BLDG. REFER TO SHEETS 51 ANO 52 FOR EXISTING TOPOGRAPHY AND CO!NT()UI~I PLAN, AND EXISITING S.ITE CONDITIONS. PROJECT ATA KLOVANISH PROJECT DATA OWNERS: STEVE KLOVANISH AND CRYSTAL HOLLINS 2-721 CARLSBAD BLVD.-CARLSBAD .. CA 92008.--- SITE ADDRESS: VACANT LOT, 4385 ADAMS ST, CA~$,&~ .CA 92008_ _ _ ASSESORS PARCEL NUMBER: 206·180-41 LOT SIZf\:' · 14~§f (.0427) ACRES. LEGAL DESCRIPTION: A PORTION OF LOT 11 IN Bl Of iSE:LlJ\l!STA, ~~THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIF,, ACCORDING TO MAP THEREOF NO, 2:152, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO, MARCH 7, 1929, AS DESCRIBED IN DEED RECORDED DECEMBER 5, 1973 AS FILEJPAGE NO, 73~335809, .• -11'01\~Y ?~W,Wf!11" ?11!>1.-~<',~N"Ifl<>G' 12'-0 "i'IZ·1~~ ''"' t4o. GENERAl PLAN: R-4 RESIDENTIAL ,0~4DWELUNG UNITS PER ACRE --"--4-ri?zo:t 27f CJ$, ZONE:-R-1·15000, COASTAL ZONE, LOCAL COASTAl PROGRAM "LCP" PROJECT DESCRIPTION: PROPOSED CONSTRUCTION OF ONE SINGLE FAMIL YRESIDENCE, PERVIOUS DRIVEWAY, POOL AND SPA ABOVE GRADE, PERVIOUS DECKS, AND_.COVERED PATIOS· EXISTING PROPLOSED LAND USE~ VACANT~ SINGLE FAMILY BUILDING SQUARE FOOTAGE BREAKDOWN: LIVING AREA-LOWER FLOOR 3188 SF GARAGE AREA 533 SF LANAI AREA {COVERED PATIO) -~~~~:f_j _ ~_N\~1 62:4 SF AREA OF THE SITE WHICH IS UNDEVELOPABLE = .0- LOT SIZE BUILDING COVERAGE DRIVE WAY IAUTOCOURT HARDSCAPE LANDSCAPE 18614SF 59515F 27655F 13&SF p--o; ~Jor1tJ k1Z. ?-'f-1 <~::!~ iA.:l-1 -0..-·&,'\-'j.t': ~<~& ·~"<)SF DESJGNER-GENERAL CONTRACTOR WOLF DESIGN SUl!..O INC. CONTACT WOLFRAM KALB8R _145"9LIETA STREET, SAN OIE~O, GA £!2110, 6_19 99232.89 PWMNG CONSULTANT PLJ\NN11i!G$YSTEMS-760-931-<)780 1S3{(FAAA~Y AVE, SUITE 100 CARLSBAD: ACHEOLOG~T~PALEONt~ST BRIAN F SMITH AND ASSociATES,INC 14010 POWAY ROAD, SUlTE'A POWAY,CA92064 PH85.84a,4..o915 s TS A-1 A-2 A-3 A-4 · SOilS ENGINEER ~ " • .... ... · .c..c. c ENGINEERING DESIGN GROUP ::2121 MONTIEL ROAD, SAN MARCOS, ;;cA 92069 760--480~7477 .. CIV1i eNGINEER COFFEY ENGINEERING, INC. 9666 BUSINESS PARK AVENUE, SUlTE SAN OlEGG, eA 92131 T SCHE TITLE SHEET -SITE PLAN MAIN FLOOR PLAN UPPER FLOOR PLAN ROOF PLAN FOUNDATION PLAN ' EQUIP/ STORAGE RM, GRADE BEAM, PIERS, : A-5 A-6 A-7 A-8 51 52 C1 ·' C2. C3 L1 L2 J;:XTERIOR ELEVATIONS WEST 1, WEST 2, SOUTH EXTERIOR ELEVATIONS EAST 1 , EAST 2, NORTH, DRIVE PROFILE SECTION "A"-"8"-"C" SECTION "E" -"F" -"G" SURVEY PLOT MAP SURVEY-EXISTING TOPOGRAPHY CIY!!,. ENGtN!;~RING PLAN CIVIL ENGINEERING PLAN CIVIL ENGINEERING PLAN LANDSCAPE PLAN LANDSCAPE PLAN ( COP 2016-0005 . REVISIONS :aY ... ~ w (/) z 0 ::J ...J 0 z :r: ~ ...J .,. w ;:; 0 "' ~ (/) <}, c 1r 0 N :i () "'a. -0 o<t: en 0 • z "' "' <( "' 0 <(0 w :r: () ~ (/) -,j <( -rn 0 0::: z-£~ :!( -;,:: "0 ~ «t ~ Om 0 ·" :I: --1 "ci ((I >0 ~ iij .;· tJ) w " "' > ~ (/} UJ ~ ~ -t-8 ~ z (/) ~ ><> a:: "' ., 1'--<'> 0 N '<t ~ LL I "' w "' ~ :::1! " 0 ::e 0 :r: Jll :::1! "' ...1 0 1- (/) ~ J () .. ... &; <.0 1'- C'l N M ~ ' C'l CJ') 6 CJ') z m:3 .... • CD E -o z ~ " 0 0 3:1 <f) b '5 <f) .0 ~ c -< .!l' v (:: ~ ;:: "' zc; t>i 0 -~ <!; u~ I (.9 ~-::> 0 ~ E "' z 8 I 1-~ ·a; LU \.') E ' Ol v. ~ ~ z w ~ "' ~ .0 ~ ~ w v \.') X ...., w lfl 3: z C3 , " a "' ' ~ ~ w ~ "' 0 "' ~ () ~ 6 Ol "' i:S ~ c <ll (f) -' (f) 5 ~ ~ 0> "' ..,. ~ I ' ' ~;·DB:;r~l)}~··. .. ·I\ -1lc\-'"''>· .· . . . i ·. -cH~~KEO ·'· ' ' .... , .... ._·elATE ls·"l·l~ ~ 11 SCALf: ~ ;,~;' it. ,pll ,, .. .l,OB ll-'0. r ~'"'Jf,.~r.J: '::::·11 SHEET TS OF SHf;!ETS --- -~-- - \ \ \ \ \ \ The following intrusions may project into any required yards, but in no~ shall such intrusions extend more than two feet into suCh required yards: (1) Colnices, ~belt courses, sills, buttresses or other similar architectural features; (2) Fireplace structures not wider than eight feet measured in the general direction of the wall of which it is a part; (3) Stairways, balconies and fire escapes; (4) Uncovered porches and platforms which do not extend above the flOor level of the first floor; provided, that they may extend "six feet into the front yard; (5) ·Planting boxes or masonry pfantcrs not exceeding forty-two inches in height; (6) Guard railings for safety protection around ramps. (Ord. CS-178 § LXXXJII, 2012; Ord. CS-164 § 10, 2011; Ord. NS--675 § 76, 2003; Ord. 9675 H; 1-983; 9060-§ 1611) - I • >: \ \,IJ.~ ..---~-. - - I \ . ' . \ \- - -."G' -~------- ' ' ' ,-\ I I \ \ \ \ \. \ \ I • \ \ ' I I . I ''""·'-$1 I I -->'r ·, I ' --,1_ \ I I ! i • ,. II CP I __ J VANISHING EDGE POOl: ir:;:;] -:!~ /-~ I> r 4- 1 LANDSCAPE COURTYARD -' . ; "-'c'?.€. : "'?" ' I 1 I t ·LIVING :! I .I I .piW Y.,.lfl.oP.~t? . ·rv.,:~e, .. iNa- ! . I , __ \ !-~· . ----;::::;_ ___ I I ~~ I 1'.---1---!--'-_"'· i:<i"!C>. -:>.1.4<.>; 12• . I ! ,c (I ) ril~>.VOf? . . : I _/ (_:-& ':t l.-c/1 fVIA""'-J N:f@-!.l~lut-1. ;;~·o_J;.'T.!i•",c::·_)~~l·/·--H-~-,f-=-Jt--Y-"'-~'-F··~ .. ,, -----· .-~ ---I ' .. J! C~R ~AMG:E \ l I - MAIN LIVING AREA GARAGE AREA MAIN LANAI'8-COVERED MAIN DECKS-OPEN UPPER Df!CK-COVERED BBQTERRACE ALFRESCO TERRACE POOU SPA SURFACE BUILDING COVERAGE BREAKDOWN FLOOR AREA MAIN FLOOR 3188 SF UPPERFLOOR 112SF GARAGE 533 SF MAIN l..:ANAIS (COVERED) (OPEN ) MAIN DECK, MEDIA SPIROL STAIR CHIMNEY ·(COWRED) DECK UPPER BBQ TERRACE (OPEN) ALFRESCO TERRACE {OPEN) 3188 SF 533SF 624SF 154SF 72SF 523SF 34SSF 742SF 3833 SF 624SF 154SF 28SF 14SF 72SF 523SF 345SF 5,951 Ofll A 18,614 SF LOT, EQUALS-_':? ~ % \ \ I i ".:N'f' <'0:":"~.!'-t...HJ8' -----··-~~ LJ \ \ \\ . \ \ .. . -r1 'AUTOCOURT- --~" -~ ' --~--"'~~=tN /.--. t;HE,I:::O • .... __ __a<riE lz.-<t-lc.> SCALE "' ·J . I /i(,;"' i'-a' JOG NO. j.z,~o'(,O," i ''P rl SHEET A-1 OF SHEETS LOVANISH PROJECT-FLOOR P NOTES NOTE: ALL FINISH MAtERIALS, APPUANCES AND FIXTURES TO BE SElECTED BY OWNER, OWNER TO SUPPLY UST AND SPEC SHEETS. COORDINATE WITH DESIGNER/BUilDER. 1. TRIPLE KOHLER SINK WITt! GARBAGE DISPOSAL ON SWITCHED llOV OUTLET, OR SINK BY OWNER. SEE MANUf, SPECS 2. DJSHWASH£R. PROVIDE 110V OUTLET AND SWITOi G.F.I., SEE MANU F. SPECS 3. 48" W X "{H) CLEAR SPACE FOR SUB Z£RO REFRtGERATOR. PROvtOE ICEMAKER WITH VALVE IN RECESSED WALL BOX, SEE MANUF. SPECifiCATIONS. 4. 48" 6\JILT..JN DOUBLE OVEN UNIT. PROVIDE 220V OUTI.ET AS REQUIRED AND VENT TO OUTSIDE AIR. SEE MANUF. SPECS 5. BUILT~ IN _OVEN+ COOKTOP UNIT. PROVIDE EL£CT. OUTlET AND GAS CONNECTION AS REQUIRED. VENT HOOD TO OUTSIDE AIR {UNDER FlOOR AS RIQUIRED OR THROUGH ROOF.} {PROVIDE COMMERaAL SIZE HOOD PER OWNER) 6. WINE COOlER, SEE MANUF SPECS. 7. MICROWAVE OVEN-IN CABINET ABOVE, PROVIDE llOV OUTLET (VERIFY W/ OWNER) SEE MANUF. SPECS 8. WARMING OVENS BELOW COUNTERTOP. PROvtD£ ELECTRICAL OUTLET AS REQUIRED SV MANUFACTURER, SEE SPECIFICATIONS. 9. BAR SINK WITH GARBAGE DISPOSAL ON SWITCHfD llOV OUTLET. (OPTION VERIFY W/ OWNER) 10. REFRIGERATOR/ FREEZER PROVIDE ELECTRICAL OUTlET AS REQUIRED BY MANUFACTURER. SEE SPECIFICATIONS. 11. WHfRLPOOl TUB (ON RAISED PlAtfORM) All SATH FIXTURES BY HANS GROHE (OR EQUAl), WITH CERAMIC TILE OVER 5/8" GRE:ENBOARO OR CEMENT BACKER BOARD, WAT£RPROOF All PRtOR TO TILE INSTALlATION 12. RECYCLING BIN.INSTAU PER MANUF. SPECS 13. TRASH COMPACTOR, INSTALl PER MANU F. SPECS 14. PROPOSED SOG&E METER LOCATION, 200 AMP SERV1CE, VERifY AU. WITH SDGE PlANNER, ;:;:;;-::;:;;:-;-,PHON£ SEE Pl.ANNlRS SPEafiCATIONS. 15. SUB·PANEL LOCATED INSIDE GARAGE, VERIFY WIJ~. ~lANNER 16. 30" HIGH DESK WITH SHElVES IN CABINETS ABOVE, TV/COMPUTER MONITOR AT WAll, SEE MANU F. Sl'f:CS. VERIFY All WITH OWNERS. • 17. PfDESTAl SINK, MIRROR ABOVE. 18. SHOWER WITH CERAMIC TILE OVER%" W.R. GYPSUM BOARD PER INTERIOR ELEVATIONS. {VERIFY) FIXTURES BY OWNER. 19. SHOWER PAN WITH CERAMIC TILE OVER%" WONDERDOAIU> TO 8'-0' {VERIFY) HIGH. PROVIDE SOAP DISH AND GRAB BAR. 20. CLEAR fEMPERED GlASS PANEL, SHATTERPROOF ENCLOSURE, Sf£ PLAN 21. All SHOWERHEAD§ AND FAUCETS SHALL BE Of 'FLOW-RESTICTIVE' DESIGN ON C.E.C APPROVED LIST 2.5 GPM MAX ON SHOWER HEADS OTV ORDINANCE 017112 2.2 G.P.M. MAX ON FAUCETS. 22. RECESSED MEDICINE CABINET WITH MIRROR'ED DOOR. U PROVIDE MINIMUM 30 INCHES CLEAR WIDTH AND 241NCHES ClEARANCE IN FRONT OF WATER ClOSET. 24, VANITY SPACE. PROtiDE 110V GPI OUTLET IN CAB ON IN 6" SPLASH. VERifY WITH DESIGNER 25. UNEN CABINET (SEE INTERIOR ELEVATION} 26. PANTRY CABINETS ""ITH ADJUSTABLE SHELVES (PAINT) SEE SHOP DRAWINGS BY CA81NETMAKER. 27. 2X6PLUMBING WAU 28. 2M4 BAUOON FRAMED WALL (AS NOTED) ·'~''29.~BAUOON Fii'AMWWAU(AS'"N()ftij) ro·c~ifNGS:~T~ FRAMiN'(iPiAN·s·· 30. HANDMIL36" TO 34" ABOVE TREAD NOSING. 31, 42" HIGH TEMPERED GlASS RAIUNG IN METAlSHO£, SEE MANUF. SPECS. (ON INSIDE Of DOOR) 32. FRAME WAll FOR POCK£T DOOR. _ .,!lAMe' ~~rNJC.I-! 0/"IW _/.>r_ €>N_ (7: d~. ~f?:. 33.U'' WJDE PLANTER, HUNG Off WALL BELOW, TYOPOF PLANTE A@ 120.7S jV£RtFY IN FIELD) 34, PRE FABRICATED METAL FIR£ PLACE EQUAl TO ==========I.C.B.O. #~====c:-~WITH GAS KfY. FIRE_PlACE SHALL BE EQUPPED WITH T1GHT FI111NG GLASS DOORS, AND WHERE LOCATED ON EXTERIOR WAll OR OTHER ACCESSIBI.£ LOCATION SHALL HAVE OUTSIDE COMBUSTION AIR. INSTAll PER MANUFACTURER'S INSTRUCTIONS. SEE INTERIOR ELEVATIONS FOR FACING MATERIALS. 35, TILE HEARTH {MINIMUM 20" DEEP WITH MtMMUM 12" EXTENSION EACH SlOE OF FIREPlACE OPENING U.N.O.) l6. WATER HEATER SHAll Sf 100 GALLON A. G. SMITH. WATER HEATER SHALl BE ON C. E. C. APPROV£0 UST. PflOVIDE MIN R·121NSULATED BlANKET AROUND WATER HEATER TANK. SEE TITLE 24 CAlCUlATIONS. PROVID£ RECIRCULATING PUMP PERMANUF. SPECS 37, PROVIDE 36uX36"M72" HEIGHT SPACE fOR FUTUR£ SOlAR WATfR STORAGE TANK. OPTIONAL LOCATION, Will BE UNDER MEDIA RoOM IN EQUIPMENT STORAGE AREA. 38. PROVIDE HI" HIGH PLATFORM FOR WATER HEATfR. NOTE 5/8 TYPE 'X' GYPSUM BOARD TO S~ INSTALLED BEHIND RAISED PlATFORM PRIOR TO FRAMING PlATFORM. WRAP RAISED PLATFORM WITH 5/8" TYPE 'X' GYPSUM BOARD. 39. P+T DISCHARGE UNE TO EXTERIOR. 40, PROVIDE HOT AND COLD WATER SUPPLY AND WASTE IN RECESSED WAU BOX FOR WASHER, 220V AND FUEL GAS VALVE FOR DRYER. 41. VE.NTDRVI:R TO EXTERIOR THRU WAlt (4" DIA. MIN.} 42. PROVIDE 1-l.AYER 5/8" TYPE 'X' GYPSUM BOARD FlOOR TO ROOF SHEATHING AT fi4,RAGE WAU AND CfiLING COMMON TO HOUSE. NAil WITH 60 COOLER NAILS AT 7" O.C., UNlESS NOTED OTHERWISE. 43. PROVIDE 30"X3(}" MINIMUM ATTIC ACCf:SS PANlL PROVIDE DUPLEX ELECTRICAL OUTLET, PORCElAIN UGHTING FiXTURE AND SWffCH IN ATTIC. 4!t. 12"X12" METAl LOUVERED VENT Wlltl CORROSION RESISTANT W1R£ MESH 6'' ABOVE GARAGE FLOOR (MINIMUM 2 R£QUIRED), UNLESS NOT£0 OTHERWISE. 45. PREFAB FIREPlACE PER CITY SPECIFlCATIONS, SEE 5H£ET __ FOR DETAILS 46. STONE VENEER FIREPLACE SURROUND, TV ABVOV£ SET INTO WAll, SEE MANUS: SP£CS, PROVIDE 1" MINlMUM TO COMBUSTIBLE MATERIAL, VERIFY WITH SP£Clf1CATIONS. 47. 6' -6' HIGH SHELF WITH WITH 2 POlES. 6' -0' ANO 3' ·0', PROVIDE MIRROR DOORS FUU HEIGHT. 48. 18" HIGH CERAMIC TILE SHOWER SEAT. '4_9. CfRAMIC TILE SHOWER w/FULL HfiGHT TILE WALLS, OVER '}4" WONDER BOAR, TILE CURB AND SEAT. PROVIDE RE-tESSED SOAP DISH. SO. MECHANtcAL EQUIP. RETURN AIR. PROVIDE GYP. 8D. 0/ W PLYWOOD PLATFORM+ 30" ABOVf FIN. FLOOR. SEE TITLE 24 AND MECHANlCAl EQUIPMINT SPECIFICAT-IONS. Sl. MECHANICAL EQUIPMENT, SEE MANUF. $PECS. OPTIONAL LOCATION IS IN STORAGE BEWW MEDIA ROOM. UNE ENTIRE SPACE WITH NON COMBUSTIBLE MATERIAL, OR 5/8 TVP£ X DRYWALL 52. UN£ OF FURRED CEIUNG ABO~. 53. F.A.U.IN STORAGE BfLOW MEDIA, OPTIONAL LOCATION IN GARAGE. F'Al.J -~ _JN.~~--':H.:J. 54.-.MtN 42" HIGH GUARDRAIL AT BAlCONY-J-~{l. __ , SS.-R£TURN/AIR GRILL r 56. DINING AREA TO SEAT 14 PERSONS, SEE OWNER FOR ElECTRICAl SPECS, PROVIDE FLOOR OUTLET. 57. PROP£RTY UN£, REFER TO SITE AND SURVEY PLANS 58. TYPICAl SETBACK UNE, REFER TO SITE PLAN. '~-."-~itt,AfibiS'i~~MiER-rht>ri:tRidii"tiVitidiiK --~,·~-~-~---~----""---~--·"-· 60. SUNSET I.AHAI, WI-TH CUSTOM MOSAIC IN FLOOR 61i-VA-Ntstt1NG EDGE SPA, WITH SEATIN6 AND SPA JfTS, SEE SECTIONS FOR POOL AND SPA DEPTHS. POOl EQUJPMENT LOCATION Will BE UNOEft DECKS OR SUNSET lANAI. 62. SBQ TERRACE, STRUCTURE TO BE ABOVE GRADE, ON CONCRill PIER SYSTEM, AND WOOD FRAMING ABOVE, USE PERVIOUS MATERIAl ON DECKING AS OPTION. 63. BUll T-IN GAS BSQGRill BY OWNER. PROVIDE: ·GAS AND El£CDTRIC P£R MANJUF. SPECS 64. i4" UNDERCOUNT£R REFRIGERATOR, STAINLESS STE£L., SEE MANUf. SPECS 65. STAINLESS STEEL SINK, FAUCET, GARBAG£ DISPOSAL, PROVIDE ELECTRIC PER SPECS. 66. WINE COOLER/REFRIGERATOR, INSTAll PER MANUF. SPECS 67, EXTERIOR TV MONITOR AND SYSTEM, SEE MANlW. SPECS, WATERPROOF CABINET BELOW. 68. EGG COOIC£R, SEE MANUF. SP£CS, OPTIONAL PI2ZA OVEN IN THIS LOCATION, VfRIFY. 69. BEE-R KEG AND COOLER, SEE MANU F. SPEC5, PROVtDE ElEC AND WATER AS REQUIRED. 10. ICE MAKt.R, PROVIDE ELEC AND WATER AS REQUIRfD, SEE MANU F. SPECS 71. SPIROL STAIRCASE, LANDINGS AND RAIUNGS MANUF IN APPROVED SHOP, SfE CITY ORA W\NGS ON FILE WITH CITY. TO SE CONSTRUCTED Of STAINLESS STEEL OR HOT DIPPED GALVANIZED METAL WJTH MARINE EPOXY FINISH, COLOR'TO 8£ SE:LEmD BY DESIGNER. 72.UNE Of ROOF OVERHANG ABOVE, REFER TO ROOf PLAN, FOR, ORAl NAG£ LOtATIONS 73. "CONTOL POINT", All DIMENSIONS :roBE TAKEN fROM CONTROl POINT. VERIFY VIEW ANGLE IN FIELD WITH DESIGNER . CONTROL POINT IS SET ALONG THE 20' -U" REAR SETBACK. 74. BRIDGE LOCATION OF FUTURE KOI POND. 7S, STU<:TUAL POSTS, SEE DESIGNER,FOR CUSTOM ARCHITECTUAAL OFf AilS. STONE VENEERED WALLS AND CAP. BElOW. SEE ELEVATIONS. 76. 6" WID£ STONE VENEER BELOW, SEE ELEVATIONS 77. CUSTOM BUILTIN-KITCHEN ISLAND, FROM EXOTIC WOOD, SEE DESIGN f'OR DV'AU.S, PltOV1DE 42" . HIGH QARTOP, WITH SEAliNG BELOW. , 73. 6" TO 8" BlOCK WAU ON CONCRETE GRADE 8EAMS8EWW, WITH STONE VENEER AT BBQ WAU 79. LOCATION Of CANTILEVER£D UMBRELLA, SE£ MANUF SPECS. 80. VANISHING E-DGE POOL AND SPA LOCATION, POOl AND SPA PLAN TO 8E APPAOVED W1TH THE COP PERMIT. POOL EQUIPMENT TO 8£ LOCATED BELOW DECKS, OR IN EQUIP STORAGE ROOM. BOA, TOP OF WATER AT POOL TO BEAT 113.0 ElEVATION, SPA A1118.S ELEVATION. 81. PlANTERS, BUILT WlTH 6"' BlOCK, SUPPORTED ON GRADE 8£AMS, AND PIERS BEtOW, SEE FOUNDATION PLAN FOR LAYOUT, AND PIER lOCATIONS. 82. lANDSCAPE ELEMENT, TERRACED STEPS AND PlANTERS , 83, LANDSCAPE TERRACE AREA, CREATf lEVEl PAD WITH FOUNDATION MATERIAl, 84. MECHANICAl EQUIPMENT CHASE, UNE WITH Sf'i!l' TYOPE X DRYWALL 85, MECHANICAL/SOLAR CHASE, ROUTE FROM ROOF ABOVi: TO STORAGE/EQUIPMENT ROOM BELOW 86. QUARTltTE STONE PATIO, AT LANAIS AND WA.LK1i 87. UNPERCOUNTEI\ REFRIGERATOR, PROVIDE ELEC AND WATER AS REQUIRED 88. 36"'c0UNTER AND CABINETS, WITH MICROWAVE ABOVE • ... --89.'0£CK;-PttoviDE 1 w~2" STEP AT OOoa TO-DECK;l\lnN w· Plf SLOPE rocoPPER GUTTER oo EQUAL: 90. 6-)(10 ARCHITECTURAl BEAMS BELOW, SEE ELEVATIONS, PRO\fiDf COPPER CAP AT TOP OF EXPOS£0 SEAM (MIN~ DOWN) SEE QES!GN~. P_RQVIDE SA""'PLE __ , _ _ __ ._, ~~- 91. CUSTOM BUILT IN HEADBOARD, klNG SIZE BED, CUSTOM POPUP TV FROM FRAME, SEE DESIGNER 92.D£N 93, GUTTER "OPTIONAL" TO BE COPPER OR E:QUAl, SH ROOF PLAN FOR DOWNSPOUT LOCATIONS '14. OPTlONAL UNDERCOUNTER REFRIGERATOR, ICE MAKER, V£RIFY HOlE LOCATION IN WALL 95. SHOE STORAGE, PROVIDE CABINET DRAWINGS ··~ 97. ftA[)jUS STAIR TREADS@ STAIRWELL, MIN 9 "WIDTH AT RADIUS TREAD, 30" ·34" HIGH HANDRAIL, USE 98. WATI;RFAll SHOWER£ HEAD ABOVE, Sf£ DESIGN fOR MODEL, ENTIRE FLOOR TO DRAIN TO DRAIN. 99. CUSTOM ETCHED GlASS. PIVOT DOOR-TO MASTER, SEE MANUF FO~lDETAitS 100. CHASE IN WAU FOR Pll'ES, ElEC ETC.. AS NEEDED 101. SCULPTURAL ART SHELF // // // '. / ~ / '/,•/ ,/ ~-r~ -]+----+---~-~I r~:~-~~-~~~~~ -:~ t-~~ I I I r-~ --~ I ~·-;---~- . ,-. ~~ .MAS.l'lllSUttE .J I I ' ' UPPER \ \ FLOOR \ \ ' \ I i 1 I I '\I . I , I '\ I I I ' . I ' I I \ \ \ ' \ \ PLAN ' ' ' \ \ ' \ \ \ PLAN NORTH ... ... w 0 z w c -U) w ~ ::r: UJ -z ~ 0 ...J ~ .... .... JOB NO. f'-kNA1>4 l'ii>H SHEET A-2 OF SHEETS \ \ \ \ \ \ \ \ \ ' \ \ I \ \- \ \ \ \ \ \ I _____.....--.. ~----~- \ I ~ -. J,_---. -->--- . . . --------\ \ ·_ '\ \ \ \ \ \ \ \ I \ \ . ---------------- ,..-"\·u~ \\ \\ I \\\\ --. \'~-\ \\ ~-,, ~I \ \ ', \ \\. \\\ \ I I ._ \ \ I. \ -- I \ . -------\--"-. \ \ \ \ \ I I \ ----'----\ \ \ I--· . \ \ \ \ '\\ \ . \ . --· \1 --~-I' \ \ \-~ \ \ ~ \ \' \ I i I ! I ' I , .• I I \ VANISHING EDGE POOL -!?JW.~M 6~~ h~ ----' I --~ -· l-------~~L--- , ;_ '"" ~-I I •1 t - i ~-J?-::§:. __ .. _ 1 u" . ~~/''1 :1~: / - / ,,[E] *--·* ___---1e -, •: ;ii.O" \ -- I / ' ' ' " \ v \ v j I I I / / / ' BBQTEeRACE P,.t;.,,j <?i>& A·-2- I ' \ \ \ \ i I : : ROOF PLAN NOTES 1. "DICKEY ROOF" DESIGN, DENOTES TYI'ICAL ROOF PITCH@ 7:12, WITH 3.5 :12 AT ROOF OVERHANG. SEE SECTIONS A-F, AND WALL SECTIONS '' I ,. 2. EDGE OF ROOF OVERHANG, TYPICAL. ;;..,;' 3. "OPTIONAL " ROOF GUTTER SYSTEM, TO BE COPPER OR EQUAL • • 4. TYPICAL DONSPOUT LOCATION, VERIFY IN FII!LD. TIE THE DOWNSPOUTS INTO SITE- DRAINAGE SYSTEM, IF INSTALLED. 5. CHIMNEY AND FIREPLACE FLUE, SEE ELEVATIONS, PROOE COPPER METAL (OR EQUAL) AT FlRIEPLACE WALL, SLOPE TO DRAIIII 6. DENOTES WALL AT UPPER FLOOR 7. DENOTES WALL AT MAIN FLOOR 8. PROPOSED ROOF MATERIAL lO BE "CLASS A " ASPHALT SHINGLES, SHINGLE TO RESEMBLE THICKSLATE, COLOR TO BE 9. "OPTION" TO I,ISE_ METAL_ ROOF s_ YSTEM, PREFERABLY COPPER , OR METAL WITH (!< : COPPER COLOR 1 A~<?q "F11'>i FY;,_ fir'iiff'-""'1" .Nc;:.v"li'-6 $!41NI&ol4r7('/ilTZ-I P'r) ; 10. "CONTROL POINr', ALL DIMENSIONS TO BE TAKEN FROM CONTROL POINT. VERIFY VIEW ANGLE IN FIELD WITH DESIGNER . CONTROl POIIIIT IS SET ALONG THE 20' -0" REAR SETBACK 11.1NTERSECTING ROOF PLANES, VERIFY ANGLE IN FIELD WITH TO CONSTRUCTION 12. VENT PIPES, SEE LOCATIONS PER PLUMBING , MECHANICAL FRAMER PRIOR 13. "PROPOSED" LOCATION OF SOLAR PANEL SYSTEM FOR HOME AND POOL ROOF PlAH" CDP 2016 0005 . REVISIONS BY I <--r <>1> p 1 .. 'j.y;o -ccz:,-p!"_~-~;1-J-& SHEET A-3 OF SHEETS j I I \ \ \ .\ \ \ _.)! \~! .L[ ~I -,~, -i ,., Ni -- / f VANISHING . DGE POOL ·-·--·_--··········-···w PO~~rQ •. /i . /I \ -<t'/ ;};/ ~~ ¥f-.>J:='I-+ J-1----------~-'------------·-·-· -··-----------·------------:~l-+1--:J-=-t---------------------r·--+i ---------·-·· -- ~ ' I -·! . .\--·· \ GARAGJi,.,..Q ' ' \ ' ~'" ;111!1'•-••"""~-.:JR "'1\". ~---"l"iS't-1 I ~ .. \ . c~:tAwJ.isJ>,A.ce-13] .. ----'~---@:] ~4 ' I~ I •-.ootl II .. -------··--------·)f -! :'?.~"'!.!_ 1. DENOTES TYPICAL PIER LOCATION, 30"· 36'' STRUCT. POINT 2. of!NOTES STRUCTURAL COlUMN/POST LOCATIONS 3. DENOTE$ GRAD& B£AMS, GB1· GB40, SET TOP OF" GRADE BEAMS 6-126 ABOVE PRE-EXISIING GRADE, TOGS, (TOP OF GRADE BEAM), , 4. CONTROL POINT, RErER TO A1, A2, AU DIMENSIONS-TO-BE TAI<EN: FROM CONTROl POINT. VeRIFY VIEW ANGLE IN FIELD WITH DESIGNER, CONTROL POINT l!tSET ALONG THE 20'..0" RYSB 7. ADJACENT GRADE. •• ,._ : ti I ' = . 11~ ON iOP OF GRADE BEAM, WITH STONE VENEER. 12. CONCRETWALKWAYWITH -SE.EDES!GN!;'RFORDETAtL 13. STRUCTURAL-SlAB AT POOL AReA, SET ON CONCRETE PIER ANQ. GRADE BEAM SYSTEM, POOL --~~EL !~ -~~-SUPPO~TED ABOVE GRADE, ~EE SECTIONS, -r ~~~ ~0 ~1:8-~A~J-~ i""r-~f"~~._;-~--~~~~~~~~~--t -------~-------~----------'~~------------~-~---·-·---~: .. ----$---- I ! ,· FOUNDATION PLAN . ______ ,. _. __ , __ -.. EQIJ!P RMlGRADE SEAM AND C()NCRETE PIER _PLAN ~;,,;1•-o i' 6" t>N. ~~Vc$9 Jlf';., 'l.ll<ild1 F'vAfi --... - COP 2016..0005. REVISIONS BY OF ... .... A-4 SHEE:TB ' ' -r- 1 ~~-~~~--------::-~ L f'V1Af ~ · {~ 1 v<i'IN!1 1-Not~: The "warped plane" is an imagJpary plane projectml parallel to the topcgraJlhY at the height I limit of the applicat»e zoning district. In F1gures #1-4A, the dashed "height lim if' line represents the warped plane !ocateQ at the heighQimlt of the wne. ,. 21.()4.065 Continued: 1. "Building heighf' includes: FfGU:RE#2 <ttL"""""'" """'~~"""""'~'"'"'' a. All portions of a bui!dmg exposed abuve the AX'Stiny grade or finiBhed grade, whichever IS lower. This ll'!cludes, but is not limited to, ali portions of <I.derior wells of a basement, unilerground pa(edng or ofl1er subterranean areas that are exposed above existing grade or lmished g:cade, whichever Is lower, and tbe exposed exteri<ir pcrtion of a basement located on the downhill or uphill srde of a'buildrng on a' sloping lot (Please see Figure #3 below), bJt does not include the exposed portion of an "underground parking' structure entrance (defined: Section 21.04.370) that is minimally necessary to provrde vehicle access to tne '\mdergrourld parking" structure arid which is belovv the e::>nsting or finished grade, whiche:ver 1s lower, of IM area that is immediately adjacent to the "underground parkrng" structure (Please see FigUN #4and#4A below). b Per Section 21.46.02!} of !111s title, pr<ltruslpns abcve the bUi!dlll$ heiyh! limit allowed. --- _c,>&~,.,.~r·"'v ~~"' 0-&tJl,.fJ\Jflo~ ,..,. !N.-::M 1 N."lo +·- W.s.~.J.v-i?G't r"!?~IE:-0~ -t'H<J..J1':1'Lfjtl_~ l 11 No1t~.'' Nf$P · ?tvA-P.·~1V dN ·"'ir\11' i#&FJefr;.-, __ , -1>-i>-~e REFER TO SECTIONS A,B,C,D,E,F, FOR A CLEAR INTERPRETATION OF THE 30'-0" HEIGHT LIMIT. , "ALL PORTIONS OF THE BUILDING" ARE BELOW THE HEIGHT LIMIT LINE AS DEFINED IN SECTION 21.04.065 CMC. --_ -----t ----- . . . _..-De.xr~;o'fJI\l(:;-911 NA'ltl~r~. . ~f.¥.!?!1 "'fQ ~Ei·~lN I · _A~4='Hif&t:-1u~P..... r/&f.Al v:: .c~er ·----p<)_.,lbfl~f'. ih>¢-fUL<c-<?<A,e -!!i<MA..$: -· -~·----~>n·-tv j<:l.~Q (,_1.]1 v1 Ll f. I t ~ ·--· L ~i . .j ,_L , - , ... i '~~eB?·!>: t?-..:o1'1N.& v-IN!?' J1"fPI">I441i'ION Ft>IH!'· f'rw"l '' f~.t· WI<I'?TI f-i"' 1-1N:? ~~---ra " vo !'I ~'pl.." Pu-1.1-:.H ~N~Ii. --- ----'- t-t ' . I ' 6<1'1-'".111 N:" ""'"" %'Wh ~---->! (Ne:I&H~ tNs..vv) l I I --""=-~ --·--__:._---------- -- •""' -w -· ·-.. ... "-,. .. __ . . _ ·--~----·--·-§?t~r~J~_q. .. o. ¢-.. -·w1 ELEVATION-NOTES 1. "DICKEY R<loP' DESIGN, DEN.OTEi TYPICAL ROOF PffCH @ 7:12, wrrH 3.5:12 AT ROOF O~ERtJ~NG. S~E ~I;C1!9~~ ~-1!~ ~~Q. WALL S~r;J:19NS 2. EDGE OF ROOF OVERHANG, TYPICAL. 3. "OPTIONAL " ROOF GUTIER SYSTEM, TO BE COPP~~ OR EQUAL 4. CHIMNEY AND FIREPLACE FLU£, SEE ElEVATIONS, PftODE COPPER METAL {OR EQUAL) AT FtREPLACE WALL, SLOPE TO DRAIN 1·" 5. PROPOSED ROOF MATERIAL TO BE "CLASS A" ASPHALT SHINGLE$, SHINGLE TO RESEMBLE THICK SLATE, COLOR TO BE 6. "OPTION" TO US!i METAL ROOF SYSTEM, PREFERA-BLY C~PER, OR METAL WITH A . COPPl!R COloR. -. . . 7. PROPOSED" LOCATION OF SOLAR PANEL SYSTEM FOR HOME AND POOL 8. SKEWED UNE, ELEVA'riOH IS SHOWN IN HEAD ON DIR£CTION , SEE PLAN A1 A2 9. PROPOSED lOATION'OF SDGE 200 AMPL PANEl ANO METER .-1 1.0. PEIR & GRADE BEAMS DENOTED IN DASHED LINES, VERIFY OEPTHS WtTH SOILS 11. STONE Vi:NEER OR EQUAL SELECTED BY DESIGNER 12. WINDOW AND DOOR SYSTEM TO BE. S-ELECTED BY DESIGNER AND OWNERS VERIFY WINDOW DOOR DETAILS WITH DOOR MANUFACTURER SELECTED 13. MIN 6X6 POSTS AT ENTRY, SEE DESIGNER FOR CUSTOM DETAiliNG AND MATERIAL TYPE. STONE BASE AT COLUMKS WITH STONE CAP 14. TYPICAL ROOF FASCIA, DE.TAtl TO BE VERIFtEO, SEE DETAIL 15. 42" HIGH GUARDRAILS IN HAWAIIA~ STYLE DESIGN, SEE DESIGNER FOR DI!.TAft.S. MATERtAL TO BE MIN. HOT DIPPED GALV. WITH MARINE EPOXY PAINT, COLOR TO BE SIMILAR TO A COPPER PATINA FINISH 16.SHELLSTONIE VENEER AT GARAGE DOOR WALLS, SEE DESIGNER FOR DETAIL 17. PROPERTY LINE TYPICAL 18. CUSTOM COPPER CMIMH£V CAP, SEE DESIGNSR FOR DETAIL 19, VANtsHJNG EDG£ POOL AND SPA lOCATION, POOL AND SPA PLAN TO BE. APPROVED WITH TH£ COP PERMIT. POOL EQUIPMENT TO BE LOCATED BELOW DECKS, OR IN EQUIP STORAGE ROOM. 80 A, TOP OF WATER AT POOL TO BE AT 113.0 ELEVATION, SPA AT 118.5 ELEVATION. 'l"f;)J&Eft~ IN ~.!!,•'t.,-&i'fe ~aN.~ d~o~oe~ l1 ~(jf 20. PLANTERS, BUILT WITH 6" BLOCK, SUPPORTED ON GRADE BEAMS,. AND PIERS , BELOW, SEE FOUNOATtoN PLAN FOR LAYOUT, AND PIER LOCATIONS. 21. LANDSCAPE ELEMENT, TERRACED STEPS AND PLANTERS ... 22. SPIROl STAIRC.AS£~ lAND1NGS AND RAILINGS MANIJF IN APPROVED SHOP, SEE CITY DRAWINGS ON FILE WITH ClTY. TO BE CONSTRUCTED OF STAINLESS STEEL OR HOT DIPPED GALVANIZED METAL WlTH MARINE EPOXY FINISH, COlOR TO BE SELECTED BY DESIGNER. 23. 6" TO 8" BLOCK WALL ON CONCRETE GRADE BEAMS BELOW, WITH STONE VENEER AT BBQ WAll II I "+. ''6<'Jii"W("ZI~ei '""foti6 Vt;;"e~;<-,t;.-r'P.<""r?' (! t":>'JV j f\<I'N'1'6F-c-jp.~ February 2, 2017 City of carlsbad CIREM£1...£ - SURVI£VING INC. Planning and Engineering Dept Carlsbad, CA R&: 4385 Adams Street, Carlsbad CA {COP 201&.0005) Dear Sir I have examined the preliminary house plans for the above ment1oned property in retation$hip to a topographic map done by me. I found the cross+$ectlons for the height restrictions to be within thirty feet of the existing grade. The topography shown on the floor plans are consistent with tne topographic map done by Cirernele Surveying. Please contact me with any questions. Sincerely, CL CVcf~ Chris Ciremele, LS 5267 ' REVISIONEI_, :I: (/) -z ~ 0 ..J ~ BY A-5 OF SHEETS t I --~ ----,----g--,..--- ! '.Jlw o -~ ----------T±.q ······-·-· ---l -l!i:.~------ •., ' ' I -· .f-.: --- .. --·-+··--.. -. -· .. --.-·--·--·--·--· u • -+---~~_!_, __ ,, ~· --'-.... ('til!:) POIU'IOHOFTI-IEROOF, !lHAl.CiEXceeri3o'.:0" HEIGHTLtrvtil. REFERilo··· :ilfRE SECTIONS AND EXTERIOR E,LEVATIONS FOR HEIGHT LIMIT LIHES. ALL,., . :)li;IGHT LIMES ARE TAKEN .FROM PRE· EXISTING GRADE CONTOURS ,+ . ..11'-.I'INI<\>H ~'""P<~!il. ~1i'[HL;>H0)/~ 11 1<0 "''~&~ Li::, . . I -. l I 1 -t I I I . ..~. u[E ""' ' - r: =- :!!'iAAo.fl"C' ?I"AW.k411'·"G"" .. J',1,M'Jti+~r~-rH•'f~}~t? r -~ t{:''f\7, 141:?: b'vWf.-.•(lo!-1· i?vtt.?'!.. 91\Jf' 14 4J~o-$'vi&o ,, f,;fl-7--!<'~. t'>;ll.'('' _4t;& e;.,_.~..-... 'j1ilN r !--~-.! r·---~ -~--t ....... --·j- . _l"''l~v~l':ci",E_ -+ ..... 1} """' !lO'fl!''i> ~~l'I'"W~'f f'¥>•~1 '6 ------ -··---~ --._ II" 10 ~o --·--JP..~ !b4 <1>-.... . ' '· ,. ~--_ 0VP..f':"l§'?~~r 1~,;?-~~WA1'tot.l _}!•<?til H.~I~H1 .. 1-'t!ll11~ i"!~P'!S'rz.·1•• .. 1!1 .. 1't<:?tf<;i;>• :;;~.~~~~·~,;!"" ,~~·c.tt.'fr?>N. ··r 1"'1"~>"' ~ ,,.., N e, . &l'""t>6' --·-·--·--------:--::--~·-~ _ .. ·· ill 'EAST.ELEVATION ·-E1·E2 --. ., E~~uJ!J9.~s~~JirJw#~AL RW AicH @7:<1, MH3~:12~ · ~OO_F_ Q_~R~(;. S_EE S_~C:TfQNS A-F, AN~_WALL ~CTION$.; 2. EDGE OF ROOF OVERHANG, TYPIGAL. 3., "OPTIONAl. " ROOF GUTTE~ SYSTEM, TO BE COPPER OR EQUAL 4. CHIMNEY AND FIREPLACE FLUE, SE-E ELEVATIONS, PROD£ COPP£R METAL (OR EQUAI:.)-AT FIREPLACE WALL. SLOPE TO DRAiN \ 5. PR~D f'tOOF MATERIAL TO BE "CLASS A" ASPHALT SHINGLES, SHINGlE TO RESEMBLE THICK SLATE, COLOR TO BE 6. "OPTION!' T() U~E MJIT~L _R()OF_.fiYSTEM, PRE_FERABLY C::OPPER , OR ME:rAL W_lTH A COPPER COL<)R.. . -. ~----- -~ . --- - -. 7. PM()POSED" LOCATION OF SOlAR PANEL SYSTEM FOR HOME AND POOL 8. S~:ew!P UNE, ElEVATION IS SHOWN IN HEAD ON r;>tiUCTION, SEE PLAN A1 A2 9. Pf:I_OPQSEO LOATIQN.OF SDGE 200 AMPL PANEL ANO METER '1(1. P~IR & GRADE BEAM$ OENOTEO IN DASHED LINES, VERIFY DEPTHS WITH SOILS 11.STONE V:ENf!ER dR EQUAL SELECTED BY DESIGNER 12. WlHOOW AND [)OOR SYSTEM TO Sl:. SELECTED BY DE$lGNER AND OWNERS VERIFY WINDOW-DOOR DETAILS WITH DOOR MANUFACTURER S£Uic.tel'J 13.MIN 6Xfi POSTS AT ENTRY, SEE DESIGNER FOR CUSTOM PETAIUNG AND MATERIAL TYPE. STONE BASE AT COLUMNS WITH STONE CAP 14. TYPICAL ROOF FASCiA, DETAIL TO BE VERIFIED, SEE OETAll 15. 42" HIGH GUARDRAILS IN HAWAIIAN STYLE DESIGN, SEE DESIGNER FOR DETAILS. MATERiAl TO Ell: MIN. HOT DIPPED GALV, WITH MARINE EPOXY PAJNTJ' COLOR TO BE SIMILAR TO A COPPER PATINA FINISH 16. SHELLSTONE VENEER AT GARAGE DOOR WALLS, SEE DESIGNER FOR DETAIL 17. PROPERlY UNE TYPtCAL 18.CUSTOM COPPER CHIMNEY CAP, SEE DESIGNER FOR DETAI-L 19.VANISHING EDGE POOL AND SPA LOCATION, POOL ANOSPA PLAN TO BE APPROVED WITH TH-E COP PERMIT. POOL EQUIPMENT TO BE LOCATED BELOW DECKS, OR IN EQUIP STORAGE ROOM. 80 A, TOP OF WATER AT POOL TO BEAT 113.0 ELEVATION, SPA AT 118.5 ELEVATION. 20. PLANTERS , BUILT W1TH 6'' BLOCK , SUPPORTED ON GRADE BEAMS, AND PIERS BELOW, SEE FOUNDATION PLAN FOR LAYOUT, AND PIER LOCATIONS. 21.lANOSCAPE Et£MENT, TERRACED STEPS AND PLANTERS 22. SPlROL STAIRCA~ LANDINGS AND RAILINGS MAN-UF IN APPROVED SHOP, SEE ctTV DRAWINGS ON FILE WITH CITY. TO BE CONSTRUCTED OF STAINLESS STEEL OR HOT DIPPED GALVANIZED METAL. WITH MARIN£ EPOXY FfNISH, COLOR TO BE SELECTED BY DESIGNER. 23.6" TO 8" BLOCK WALL ON CONCRE'FE GRADE BEAMS BELOW, WITH STONE VENEER AT BBQ WALL SECTION "G" PROPOS£0 PROFILE OF DRIVEWAY IN CONCEPT. , ()l\11, Y • REFER TO Cl.lfl!-ENGINEERING P.LAN$ FOR ()E;r AIL J~o.o 11$-A, !J~.~, lif.o IJ:Z.,,'-? I ----+----------~--~ --~--+---=---------------......... _ - I ~Fi>J'."ff t..IN6 -' ~\ ·~·· '\.,,, ;_,/ ~ f·~~frc.·~~~~}~~~~ ~~~~~~~~ii~;FP,:;:;vi';.:;:c--u-.•. -·---~-·--·fJ.':"~'.-!2.::<?:._,_-t• ' 1 1 ' :~r'*" ' ,\ "'-' '· - :coP 2016_-Dl~ REVISIONS BY <:I"P r;:. "l· I Gt> e.!>l"' r&!l1Vt?~N & ' . " 5 ; .5~ g 9 ~ ~z~~~z-ull!§::luo wi ~!!h~d~~~~ ;;lilg,.~§~ ~18~ -~~"': "'""' ~-i !;:_%::a!~J~o~ zh<!g ~ "~ ~i~i"g ~~~~ ~ ~f1t«l~t; ·~" li~ci~~;l £a~~n~~~8~ ... ... w (J) z 0 ::::i ...J 0 z :::c ~ ...J ~ w ~ <0 ~ (J) • <0 c ~ 0 "' :i 0 .,n. -0 o< UJ 0. z @l :B <( <( 0 w :X: () ~ (J) .,-<( ll: -2! (.) z ... ~ -.:::: "0 :::> (ll ~ o .. 0 . 0:: l: ....J 'ci ro ::.:: .2: (.) m..; UJ w a!"' > .o"' w u>E "'"' -1-8~ z (J) ~oo a:: "'"' 1'-"' 0 "'" ~ u.. I ., w "' I!! :!! "' 0 ~ 0 :::c ~ :!! (/) ..J 0 1-f/) ~ => 0 .... ... A-6 OF SHEETS I LANDSCAPE I I v ' . ' --·t·· · .[1.. 1 .. : 6 ~JJl. l[J',L .. -... ··.· ... · ~·· __ . _A-t<r~ ·.. . •. ~-- 31l'..Q" HEIGHT LIMIT. REFER TO FOR HEIGHT LIMIT LINE$. ALL -·-~-~r--·-~. ~ill!!'~ \>.2l~--~-.. IO!illt.~ .. h'itt b.•li!JW:.. ---);;1~-~o'' y! f? :Wd'1 ' Vlt-~J'I": vih-1-&" ! • •' r---.~· -·--· ---·-j.;-f!1j},!~~~ AAik !I-;JJA1:'8·1t:m.l~ }~~'i~l2: ?!!---hi0~"!"<4-~~ l?fi:-. f'ct'rilli-l'? w,_, ON "lQpap cc.•o·-·· · . . ·.&~""""s ~;e,.wl "'w~~~ .> ~· ' / 1/ J ! / KITCHEj\1 _ _____,-. ii ,, ., I' I' i . --r ·······. ... . ' I .~------· -··--·-·---.. ----· -----·----. ~-------~· --·-~ ____ t_l.:?_ •• _-i- :SECTION ".A"" . ~ll'l('),.."'*-1& ' ""' v!I!N0 ~ ~-~ ~-I . ....-.-~ -.~~--------'---.. ---· .. -~---ijlj"ft---.. ·~·-·--.............. _·---~"''t--.................... ""C, ....... -~-!1.,*~~'---.. . ···~· II I I I l I /l l/ L/ 'CRAWLSPACE SECTION "B" SUI\ISEt I,..OUNGE ENTRY LANAI I . ~~I -'· ~~ I,..ANDSCAPE tOURT I ~~l'l','I:L· ~ ! ~!!',!1:<,.;.'1"'~"' "'r~~ \OJNG' • · i L/ SECTION NOTES : "Building ''finished 21. 1. "DICKEY ROOF" DESlqN, DENOTES TYPICAL ROOF PITCH @7,12, WITH 3.5 '12AT ROOF OVERHANG. SEE SECTIONS A..f, AND WALL SECTIONS -~ ------------1-11 2. EDGE OF ROOF OVERHANG, TYPICAL. .;z.?_~li> 3. "OPTIONAL" ROOF GUTTER SYSTEM, TO BE COPPER OR EQUAL 4. CHIMNEY AND FIREPLACE FLUE,. SEE ELEVATIONS, PRODE COPPER METAL {OR EQUAL) AT FIREPLACE WALL, SLOPE TO DRAIN 5-. PROPOSED ROOF MATERIAL TO BE "CLASS A" ASPHALT SHINGLES, SHINGLE TO RESEMBLE THICK SLATE, COLOR TO BE 6. "OPTION" TO USE METAL ROOF SYSTEM, f'Rf:FERABLY CO_P_PER , OR M•l AIL"'" "'I COPPER COlOIC" . . . . . . .. . ... . . . . .. . . . 7. PROPOSED" LOCATION OF SOLAR PANEL SYSTEM FOR HOME AND POOL 8. SKEWED LINE, ELEVATION IS SHOWN IN HEAD ON DIRECTION, SEE PLAN A1 A2 9. PROPOSED. LOATION OF SDGE 200 AMPL PANEL AND METER 10. PEIR & GRADE BEAMS DENOTED IN DASHED LINES, VERIFY DEPTHS WtTH SOILS 11, STONE VENEER OR EQUAL SELECTED BY DESIGNER 12. WINDOW AND DOOR SYSTEM TO BE SELECTED BY DESIGNER AND C>WI<EF<S \IEIIul WINDOW DOOR DETAILS WITH DOOR MANUFACTURER SELECTED 13. MIN 6X6 POSTS AT ENTRY, SEE DESIGNER FOR CUSTOM DETAiliNG AND MA,TEIRtAI TYPE. STONE BASE AT COLUMNS WITH STONE CAP 14. TYPICAL ROOF FASCIA, DETAil TO BE VERIFIED, SEE DETAIL 15. 42" HIGH GUARDRAILS IN HAWAIIAN STYLE DESIGN, SEE DESIGNNIE~:R~F~<O~:R~~'g~'~~ MATERIAL TO BE MIN. HOT DiPPED GALV. WITH MARINE EPOXY P. BE SIMILAR TO A COPPER PATINA ANISH 1-6.SHELLSTONE VENEER AT GARAGE DOOR WALLS, SEE DESIGNER FOR DETAIL 17.PROPERTY UNE TYPICAL 1!lCUSTOM COPPER CHIMNEY CAP, SEE DESIGNER FOR DETAIL 19. VANISHiNG EDGE POOL AND SPA LOCATION, POOL AND SPA PLAN TO BE APPROVED WITH THE COP PERMIT. POOL EQUIPMENT TO B£ LOCATED BELOW DECKS, OR IN .EQUIP STORAGi ROOM. 80 A, TOP OF WATER. AT POOL TO BEAT113.0 ELEVATION, SPA AT 118.5 ELEVATION • 20. PLANTERS , BUILT WITH 6'' BLOCK, SUPPORTED ON GRADE -BEAMS, AND PIERS BELOW, SEE FOUNDATION PLAN FOR_lA YOUT, AND PIER LOCATIONS. ~1.LANOSCAPE ELEMENT, TERRACI;O STEPS AND PLANTERS 22.-5PIR:OL STAIRCASE, LANfllNGS AND RAILINGS MANUF IN APPROVED SHOP, SEE CJTY DRAWINGS ON FILE WtTH CITY. TO 8£ CONSTRUCTED Of STAIMLESS STEEL OR HOT DIPPE:O GALVANIZED METAL WID:fMARfNE EPOXY FINISH, COLOR TO BE SElECTEO_BY DESIGNER. , 23, 6" TO 8'' BLOCK WALL ON CONCRETE GRAOE BEAMS BELOW, WITH STONE VENEER AT BBQ WALl February 2; 2017 City of Car1_sbad Pliinning a-Ad Engineering Dept. Carlsbad, CA ~: 4385 Adams street, Carisbad CA (COP 2016-0005) Dear Sir 1 have examined the preliminary house plans for the above mentioned property in relationship to a topographic map done by me. I found the cross-sections for the height·restRctions to tie-wijthin thirty feet of the existing grade. The topography shown on f!le floor plans are consistent with the topographic map done by Ciremele Surveying., Please ~tact: me with any questions. Sin~Jy; CkCV>4~ Chris Ciremele, L~ 5?fi7 ''Building height'' includes: a. All portions of a building exposed abov" the tJXi"ting grade or finished grade, whichever io lower, Tb.is includes, but is rwt limited to, all portions of exterior walls Ma basement, underground pnl"king or Other ~ubt~rrancan arcas1hat are exposed above existing grade or tlnishcd gwde, whichever is !ower, m1d the exposed exterior portion of a basement !ocawd on the downhill or uphill side of a building on a sloping lot, but docs not incl.ude the exposed portion of an "un~und utgf stru£ture entrance ( defmed: Section .f.J . .:~:!JJ.9} that is _ minimally necessary to provide veb,o£ss to f:«tmderground parking" structure and wh1ch Js be_low the : existing or finished grade, whichever is lower, ofibe area that is immediately adjacent to the ~unde-rgti)Ulld parking" structure. b. Per Section ~J._d?.(J~Q_ of this title. protrusions above the building h~ight !imit may be allowed. 2 If a diooretionary pennit for a development or alteration or an existing development is approved, and such approval includes a grading plan thatshoM; a ftnishW grade higher in elevation than the QXistffig !!fade, then building height may b~ measured from th.e approved finished gmJe.lnapprov1ng a finished gmde furoUgh a discretiouary penn it that is higher in elevation than the existing grade, oonsideratioo shall be given tofhe natU:ral topography of the site, comjlatibilit:y with the existing grade of adjacent and suo:ounding properties. and the need to · =ply with requimd oo~ess, utility uad drainage standards. 3. When noodiscretionary pern1its allow retaining wa!Js, fill or other grading. v-hich create a finished grade -higher in e!e~ation thlln the gmde that existed prior to the retaining wall. fill. or grading, then buiWing height shall he --;,..._ measured f1om existing grade. (Ord. CS-045 §Ill, 2009: Ord. NS-675 § l, 2003; Ord. NS-204 § 2, 1992; Ord. N~ ~ 180 ~ 3. 1991; Ord. 9667, 1983; Ord. 9498j__1. 1978: Ord_ 9141 § l: Ord. 9060 § 212) LANDSCAPE COURT: i : i i: 'i I '! I I .1/ SECTION "C" . '":?'JkP'i ;::rt·(9H·<?N' .z*")l 'J.d;.l-~r~1 J'-""f'fit!c fP'CIVIL ENGINEERING PLANS FOR DRIIVE. DRAINAGE AND WALLS ~-·~TO s!-1-=J!'t sf& 52 FOR Ar-lo . ~OUR PLAN, EXISTI~G SITE COP 2011).,0005 \ REVISIONS BY .,:;:l?f' .. J'Z. 'i :J., ·~ I" I" ·:P-6M 1< N I ··· !& A-7 OF SHEETS SECTION NOTES 1. "DICKEY ROOFn DESIGN, DENOTES TYPICAL ROOF PITCH@ 7:12. WITH 3.5 :12 AT ROOF OVERHANG. SEE SECTIONS A-F, AND WALL SECTIONS . ~ -·~-------. ---~------------------ -------~· --~ ---·--------······· -------- 2. EDGE OF ROOF OVERHANG, TYPICAL. 3. "OPTIONAL " ROOF GUTTER SYSTEM, TO BE COPPER OR EQUAL _ 4. CHIMNEY AND FIREPLACE FLUE, SEE ELEVATIONS, PRODE C_OPPER METAL (OR EQUAL) AT FIREPLACE WALL. SLOPE TO DRAIN " 5. PROPOSED ROOF MATERIAL TO BE "CLASS A" ASPHALT SHINGLES,, SHINGLE TO RESEMBLE THICK SLATE, COLOR TO BE 6. "OPTION" TO USE METAL ROOF SYSTEM, PREFERABLY COPPER , OR MET~l_ VVitl:f;:A COPPERCO[OI{ .. ~ ---· . . ... . ..... . . .. .. . . . . . . .. ... . .. ' 7. PROPOSED" LOCATION OF SOLAR PANEL SYSTEM FOR HOME AND POOL 8. SKEWED UNE. ELEVATION lS SHOWN IN HEAD ON DIRECTION, SEE PLAN A1 A2 9. PROPOSED LOA nON OF SDGE 200 AMPL PANEL AND METER 10. PEIR & GRADE BEAMS DENOTED IN DASHED LINES, VERIFY DEPTHS WITH SOILS 11. STONE VENEER OR EQUAL SELECTED BY DESIGNER 12. WINDOW AND DOOR SYSlEM TO BE SELECTED BY DESIGNER AND OWNERS VERIFY ' WINDOW DOOR DETAILS WITH DOOR' MANUFACTURER ~LECTEO 13. MtN 6X6 POSTS AT ENTRY, SEE DESIGNER FOR CUSTOM DETAILING AND MATERIAl,. TYPE. STONE BASE AT COLUMNS wtTH STONE CAP 14. TYPICAL ROOF FASCIA·, DETAIL TO B£ VERIFIED, SEE DETAll 15. 42" HIGH GUARDRAILS IN HAWAHAN STYLE DESIGN, SEE-DESIGNER FOR'OETAILS. MATERIAL TO BE MIN. HOT DIPPED GALV. WITH MARINE EPOXY PAINT, COLOR TO BE SIMILAR TO A COPPER PATINA FINISH 16.SHELLSTONE VENEER AT GARAGE DOOR WALLS, SEE DESIGNER FOR DETAIL 17. PROPERTY LINE TYPICAL 18.CUSTOM COPPER CHIMNEY CAP; SEE DEStGNER FOR DETAIL 19. VANISHING EDGE POOL AND SPA LOCATiON, POOL ANP SPA PLAN TO BE APPROVED WITH THE COP PERMiT. POOL EQUIPMENT TO BE-LOCATED BELOW DECKS, OR IN EQUIP STORAGE_ ROOM. 80A, TOP OF WATER AT POOL TO BEAT113.0 ELEVATION, SPA AT 118.5 ELEVATION. 20. PLANTERS , BUILT WITH 6" BLOCK, SUPPORTED ON GRADE BEAMS, AND PIERS BELOW, SEE FOUNDATION PLAN FOR LAYOUT, AND PIER LOCATIONS. 21.LANDSCAPE ELEMENT, TERRACED STEPS AND PLANTERS 22. SP1ROL STAIRCASE, LANDINGS AND RAJUNGS MANUF IN APPROVED SHOP, SEE CITY DRAWINGS ON FILE WITH CITY. TO BE CONSTRUCTED OF STAINLESS STEEL OR HOT DIPPED GALVANIZED 'METAL WiTH MARINE EPOXY FINISH, COLOR TO BE SELECTED BY OESIGKER. 23. 6'' TO 8" BLOCK WALL ON CONCRETE GRADE BEAMS BELOW, WITH STONE VENEER AT BBQ WALL / . /-ALFRESCO TERRACE / . . . . . i I ' ----·----------- ·----·-- ··---;-·------. ··--······ ' ' ·---·--·~---· .• • :1.. IJI"fli'l'-~ ~. _:_;13111"·-:-···~--·--------------------- _, _ g 1c ~·'rt>.,-e H"'·r Nt>-Ni>-AI£ '-'""'"~ ·'fb l'"!j;H"i[AIN·. .0€71'14-e-e>tJ. _Hr.;V'?:e;_ ~ J7{l;Ntf -~ _IL?-:_~? __ _ ' I I : I I I i ' 1' I' . '' '1\liASl"J;R sl)~ , I •. . . 1>1\t" -~~WI,..~ .. · ,.,. .. ··--1·---. ·-·--,. ----· ! I I ! f•'··-c--+c. ···-·· ., • . •GARAGE .:---+- I I I . I I I -:----,1- ~ ' --1-·· S.ECTION ''E'' -··+· ----j::___ ----------...~----- ----$-- •AUTO COURT CDP 2016-0005 REVISKHI.s 1.;:-r e;17P I"Z · q. JG,. ClZRJ>.-EI<i?l<> N J: UJ -z -~ :> 0 ..J ~ .. ... ORAt-'VN CHECKED OATE JOB NO, ~J..NAIJ 10>~ SHEET A-8 BY Lt . OF SHEETS I i ' - FD. 3/4" ~IPE~ OPEN, ACCEPTED AS THE NE CORNER OF LOT 10 LOT BLOCK 10 c MAP NO. 2152 0 5 10 20 40 60 ~~~---~~~~ 1 INCH = 20 FEET GRAPHIC SCALE FD. 3/4" IRON PIPE AND TAG "LS 2789" PER PM 8524, HELD FOR LINE \ \ \ CIREMELE SURVEYING INC. 164 S. ESCONDIDO BLVD. ESCONDIDO, CA. 92025 PARCEL 1 I 792 .--- / ' \ \ SEE DETAIL "A"~'._ LOT BLOCK / I / 1 1 c MAP NO. 2152 DETAIL "A" NOT TO SCALE '8' a ,.. o-_...., <o • lt)<o -It) - I l""_"_"------------=--_ ____,_(76_0l_.f8f!"-:~2,0_0 ________ _ \,._, \<.l' \'6 \ - \ PAI~CEL 2 PM 792 158.35' , 1 .. R = 224.88' - N 38•,,.,, "'"' 24"W 255.92' 158.35' -----~""""""~"""~-----,~~] R. OF S. MAP NO. ! I I I L = 112. 73' L = 113. 88 '} STREET~ CARLSBAD PARCEL 3 PM 792 SITE VIC/Nin~ MAP NOT TO SCALE SHEET 1 OF RECORD OF SURVEY OF A PORTION OF LOT 11 IN BLOCK C OF BELLAVISTA, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 2152, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO, MARCH 7, 1929. AS DESCRIBED IN CERT/FICA T£ OF COMPLIANCE RECORDED SEPTEMBER 12, 2016 AS DOCUMENT NO. 2016-0475202. LEGEND Ill INDICATES FOUND 3/4" IRON PIPE AND TAG "LS 3802" PER PM 792, 136,1 AND 8524, UNLESS OTHERWISE NOTED. II INDICATES FOUND PUNCHED SPIKE AND SHINER PER PM 1363 AND 8524. 0 INDICATES SET 3/4" IRON PIPE AND PLUG STAMPED "LS 5267". ( ) INDICATES RECORD DATA PER PARCEL MAP NO. 1363. [ ] INDICATES RECORD DATA PER PARCEL MAP NO. 8524. < > INDICATES RECORD DATA PER PARCEL MAP NO. 792. { } INDICATES RECORD DATA PER MAP NO. 2152. (DD) INDICATES RECORD DATA PER DEED RECORDED SEPTEMBER 12, 2016 AS DOCUMENT NO. 2016-0475202. (R) RADIAL BEARING NTS NOT TO SCALE PM PARCEL MAP BASIS OF BEARINGS THE BASIS OF BEARINGS FOR THIS SURVEY IS THE NORTHWESTERLY LINE OF PARCEL 4, AS SHOWN ON PARCEL MAP NO. 1363. I.E. N 51'21'58" E SURVEYOR'S STATEMENT THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE PROFESSIONAL LAND SURVEYOR'S ACT AT THE REQUEST OF STEVE KLOVANISH IN MARCH 2016. CHRIS D. CIREMELE L.S. 5267 DATE COUNTY SURVEYOR'S STATEMENT THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 OF THE PROFESSIONAL LAND SURVEYOR'S ACT THIS ___ DAY OF -------. 2D16. TODD W. THOMAS PLS 7133 FOR THE COUNTY SUR\/EYOR RECORDER'S STATEMENT FILE NO. --------- FILED THIS ___ DAY OF ______ 2016, AT ___ M. IN BOOK OF RECORD OF SURVEY MAPS AT PAGE------ AT THE REQUEST OF CHRIS D. CIREMELE ERNEST J. DRONENBURG JR. COUNTY RECORDER FEE: $10.00 8~--------DEPUTY COUNTY RECORDER CALIF. COORD. INDEX 386-1683 A.P.N. 206-180-41 1 SHEETTITLE TOPOGRAPHIC SURVEY REVISIONS NO. DESCRIPTION C/REMEL£ SURVEYING INC. DATE PROJECT ADAMS STREET CARLSBAD, CA 92008 164 S. ESCONDIDO BLVD. ESCONDIDO, CA. 92025 (760) 489-2200 CIRSURVEYOSBCCLOBAL.NET COP 2016-0005 REVISIONS BY m [:!: ~ N 0 <:? [2 N ci m m z en~ ..... • U> E z -g ~ . 0 0~ V5 t; .g 1/) ~ ~ "' u ~ "g) t; E-< J2 z 0 Iii 0 3: <( u s I ~ ~ <.? :::> 0 ~ § "' z q I !-6 ·ro E w ' "' u ~ rgl z ~ (!) -' ~ i w u G'5 .... 0 if.! s z ~ • ~ 0 V5 ' ~ ~ ~ w N Cl 0> ~ <( ~ 0 0 "' .!!! Cl ~ ~' U5 p;..-m ~:::; ~ m .,., ... ~ DRAWN CHECKED DATE SCALE .JOB NO. SHEET SUR1 . OF SHEETS PORTION OF BLOCK MAP NO. PARCEL 1 PM 792 LOT 11 c 2152 123.99 122.75 X 118.90x 105.03x 3'HIGH CLF I I I PARCEL 2 PM 792 -1~-r 5'HIGH 8"BLK WALL I I I 3'HIGH CLF -- 119.12 114.26 - - X 115.39 - - 110.17 X - - - xl19.24 - - - -----110 ----- ---- - 105.07 x105.41 - -- x100.54 --......... X 115.45 "-...... -----._ 116.27 -.__x -----.. --x110.64 -xl11.38 --- X 106.53 X 105.86 ---- 157.47' -----.. 126.61 -~24.24 -----.. -----.. x121.39 PORTION OF LOT x116.87 -- - BLOCK --......... MAP--......... ~0. --......... - c 2152 x111.48 ------------._ -x111.20 -- --x107.82 -- x125.30 -·- - PARCEL 3 PM 792 4'HIGH -1'11[_ 126.79 -~8.65 ---~111l:_ 119.71 -----.. 110.91< ----x1o5Js -x107.55 -~ 10.36 X 104.55 X 103.04 -- -----.. -x103.90 - )04.52 --- X 100.74 x105.30 -----.. x101.10 - -x-105.69 -- ~-105.97 x105.55 - X 107.65 -1~- x105.18 ---- -- - X 105.15 x xi01.30 3'HI;;---...x ~ -.__ -.__ _x1Q4._76 --101.06 L ~ - / x99.90 --..__ --10'"'10"-'1.3~5CLF 101.43 --.... vl02.19 102.83x XI06.81 105.54 3'HIGH CLF 1 .J'HIGH CLF X 123.87 I -_..>1.~~>----l~--<>--"-i¥-----~=:o-)<' -o ~E ~--~ 1oo.1s o )( -o---'*--.::-~-:;:::;;;*"--z:-*m~--x 99.34 100 X 99.97 101.52 ---._ 99. •43'20" 98.60 - ---··---x ---- 98.19x [::,.~28.-..2 7"";/!5---------__ _I_!)O:D3' -.::~IODCOi::-::~r.:;,J~_:_101.7.l --Joo-100.05 ~ x99.57 90.55 X ~ ~ 88' L""11 . ~ ---------------3'HIGH _!.,!2;--..;:-c R""zz4. -~ -_ -- sa.as--;;;:,.------------..----x-;3.~ ----------x93.77 ---~-~.sJ -..__ ..__ ~ _-_--:~~~---~~------~~---~~-~~~-~~~~-~------x~9~4.:25~~~-~~ x --------93.39 x94.55 ---92.85 nf> sf ~~~:,. --92.ix .--'\ / 94.52 ''W f.. • ~ 6.26 ------AC / l 61·:,1'3'2. ~ ____... ____... _-PAVING p,>/' 1 / 1'1 "'95 91 ____... --/ v \11 =~~~1(£. 996.~ ·;_y-____...X 91.58 91.95 ( 5.43----____... ____... / 99.44 -------"'--. x94.85 94.7.3 STREE-T x95.21 _:-__:-sU4;;--____... /'c~ AD AM S \ x94.25 ( _.__ ____ x95.45 -~ ) N:. PAVING x90.92 91.02 \ I I I 92.56 -94.24 94.98 AC PAVING 95.28 - . S? 126.98 123.33 PARCEL 4 PM 1363 r 1 INCH = 10 FEET GRAPHIC SCALE LEGEND AND ABBRE~A~ONS ----PROPERTY LINE e FOUND 3/4" IRON PIPE AND DISK "LS 3802" PER PM 792 AND PM 1363 --100--EXISTING CONTOURS AT 2' INTERVALS \\1 1\1 EDGE OF ASPHALT PAVING AC ASPHALT BLK CONCRETE BLOCK CLF CHAIN LINK FENCE PM PARCEL MAP WIF WROUGHT IRON FENCE BENCH MARK WELL MONUMENT IN CENTER OF BULB CUL-DE-SAC AT THE SOUTHEAST END OF SYME DRIVE STAMPED "LS 1162", PT. NO. 119 PER RECORD OF SURVEY 17271. ELEVATION: 125.950 FEET (NAVD 88) GENERAL NOTES 1.) BOUNDARY SHOWN HEREON IS BASED ON A FIELD SURVEY AND RECORD OF SURVEY DRAWING TO BE FILED BY CIREMELE SURVEYING, INC. 2.) ASSESSOR'S PARCEL NUMBER: 206-180-41. 3.) LOT AREA: 18,614 SQUARE FEET / 0.43 ACRE. COP 2016-0005 w '< C> >-w > n::: =:) (f) u I Q__ <C n::: G 0 Q__ 0 1- SHEET NO. OJ 0 0 f-N w OJ w n:::<C f-U (f) (1)0 2<C <Cm o(f) <(~ <C u SUR2 OF