HomeMy WebLinkAbout2017-09-20; Planning Commission; ; CDP 2017-0001 (DEV2017-0001) – PRITCHARD RESIDENCE
The City of CARLSBAD Planning Division
A REPORT TO THE PLANNING COMMISSION
Single Family Coastal Development Permit
Item No.
Application complete date: July 27, 2017
P.C. AGENDA OF: September 20, 2017 Project Planner: Paul Dan
Project Engineer: Kyrenne Chua
SUBJECT: CDP 2017-0001 (DEV2017-0001) – PRITCHARD RESIDENCE – Request for approval of a
Coastal Development Permit to allow demolition of an existing one-story single-family
residence with attached garage and construction of a 2,734 square foot two-story single-
family residence, a 1,465 square foot basement, and a 527 square foot attached garage
within the Mello II Segment of the City’s Local Coastal Program located at 5098 Shore
Drive within Local Facilities Management Zone 3. The project site is 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. 7266 APPROVING Coastal
Development Permit CDP 2017-0001 based upon the findings and subject to the conditions contained
therein.
II. PROJECT DESCRIPTION AND BACKGROUND
Project Site/Setting: The 0.14 acre (6,152 square feet) project site is located at 5098 Shore Drive as shown
on the attached location map. The topography onsite is generally flat with ornamental landscaping and
hardscape improvement. Grading will be required to accommodate the basement and the residential
pad. New landscaping that satisfies the City’s Landscape Manual will be planted to replace what was
removed. The surrounding neighborhood, which is part of Unit 1 of the Terramar subdivision map, is
completely developed with one- and two-story single-family residences with associated structures. No
public beach access or coastal resources were identified onsite. The proposed project, demolition and
rebuild of a residence, is a common occurrence in this neighborhood. 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 R-1 Single-family residence
North R-4 R-1 Single-family residence
South R-4 R-1 Single-family residence
East R-15 RD-M Single-family residence
West R-4 R-1 Single-family residence
2
CDP 2017-0001 (DEV2017-0001) – PRITCHARD RESIDENCE
September 20, 2017
Page 2
Proposed Residential Construction: The project consists of the demolition of an existing one-story single-
family residence and construction of a new 2,734 square foot two-story single-family residence. The
proposed residence consists of a 1,332 square foot first story, 1,403 square foot second story, 527 square
foot two-car garage, 757 square feet of covered decks, and 367 square feet of uncovered decks. The
maximum height of the residence is 29’-2”. Completely below grade would be a 1,465 square foot
basement, accessed by a stairway and an internal elevator with an external lightwell at the rear of the
property. Architecturally, the residence is considered a coastal Craftsman. Its design incorporates broad,
low-pitched gabled roofs, with wide eaves supported by exposed wooden rafters and beams, brick piers
with square columns, multi-paned entry doors and windows, and wood fascias and trim throughout. Fiber
cement siding wraps the second story, contrasting fiber cement shingles on the first. The residence will
be painted a pacific blue with white garage door, entry doors, windows, railings and trim accents.
Proposed Grading: Estimated grading quantities include 890 cubic yards (cy) of cut and 20 cy of fill, with
870 cy of export. A grading permit will be required for this project.
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. Inclusionary Housing Ordinance (CMC Chapter 21.85); and
E. 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. General Plan Land Use Designation
The project site has a General Plan Land Use designation of R-4, which allows the development of one-
family dwellings at a density of 0-4 dwelling units per acre with a Growth Management Control Point
(GMCP) of 3.2 dwelling units per acre. The project has a net acreage of 0.14 and a density of 4.2 dwelling
units per acre, which is above the GMCP and the range of the R-4 General Plan Land Use designation.
However, one single-family residence is permitted to be constructed on a legal lot that existed as of
October 28, 2004, pursuant to General Plan Residential Land Use Policy 2-P.7. Since a single-family
dwelling already exists on the property, and the subject lot was legally created prior to October 28, 2004,
by map no. 2696, the project is consistent with the R-4 General Plan Land Use designation.
B. R-1 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) zone. The proposed project
meets or exceeds all applicable requirements of the R-1 zone (shown in Table B below).
CDP 2017-0001 (DEV2017-0001) – PRITCHARD RESIDENCE
September 20, 2017
Page 3
TABLE B – R-1 ZONE DEVELOPMENT STANDARDS
STANDARD REQUIRED/ALLOWED PROPOSED
Front Yard Setback 20’ 20’
Side Yard Setback 6’-2” 7’-9”
Rear Yard Setback 12’-4” 15’-6”
Max Building Height 30’ with 3:12 roof pitch 29’-2” with 4:12 roof pitch
Lot Coverage 40% 39.9%
Parking Two-car garage (20’X20’) Two-car garage
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 Protection Overlay Zone (CMC
Chapter 21.203)
The project site is located within the Mello II Segment of the Local Coastal Program (LCP) and is within the
appeals 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 subject site has an LCP Land Use Plan designation of R-4 Residential, which allows for a density of 0
to 4 dwelling units per acre (du/acre) and 3.2 du/acre at the Growth Management Control Point (GMCP).
At the R-4 GMCP, 0.4 dwelling units would be permitted on this 0.14 acre (net developable) property.
However, one single-family residence is permitted to be constructed on a legal lot that existed as of
October 28, 2004, pursuant to General Plan Residential Land Use Policy 2-P.7. The subject lot was legally
created prior to October 28, 2004, and is already developed with a residence. Therefore, the proposed
new single-family residence is consistent with the R-4 LCP Land Use Plan designation.
The project consists of demolition of an existing single-family residence and construction of a 2,734 square
foot two-story single-family residence, with a 1,465 square foot basement, and attached two-car garage.
The construction of the new 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 previously developed site, nor are there any sensitive resources located on the
developable portion of the site. The single-family residence is not located in an area of known geologic
instability or flood hazard. Since the site does not have frontage along the coastline, no public
opportunities for coastal shoreline access are available from the subject site. Furthermore, the
residentially designated site is not suited for water-oriented recreation activities.
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 2017-0001 (DEV2017-0001) – PRITCHARD RESIDENCE
September 20, 2017
Page 4
D. Inclusionary Housing Ordinance (CMC Chapter 21.85)
Pursuant to CMC Chapter 21.85.030.D.3, a project may be exempt from the inclusionary housing
requirement if the construction of a new residential structure replaces a residential structure that will be
demolished within two years prior to the application for a building permit for the new residential
structure, provided that the number of residential units is not increased from the number of residential
units of the demolished residential structure. Since there will not be an increase in the number of units
on the property, the project is exempt from the inclusionary housing requirement.
E. Growth Management
The proposed project is located within Local Facilities Management Zone 3 in the Northwest Quadrant of
the city. There will be no impact to public facilities because the new single-family residence is replacing
an existing single-family residence.
IV. ENVIRONMENTAL REVIEW
This project is exempt from CEQA per the exemptions listed below:
Section 15303(a) of CEQA exemptions (Class 3) exempts the construction of single family residences in
urbanized areas from environmental review.
A Notice of Exemption will be filed by the City Planner upon project approval.
ATTACHMENTS:
1. Planning Commission Resolution No. 7266
2. Location Map
3. Disclosure Form
4. Reduced Exhibits
5. Exhibit(s) “A” – “T”, dated September 20, 2017
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CDP 2017-0001Pritchard Residence
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ATTACHMENT 2ATTACHMENT 2
ATTACHMENT 3
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City of
Carlsbad
DISCLOSURE STATEMENT
P-1(A)
Development Services
Planning Division
1635 Far d y 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 reviewe d 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, tru st rece iver, 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, however1 the legal name and entity of tt,e applicant and property owner
must be provided below.
,; 1. APPLICANT (Not the appli c nt's agent)
Provide the COMPLETE, LEGAL names and addresses of ALL persons having a
financial interest in the application. If th e 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
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.)
P Brian hurch/Brian hurch Architecture /P rt erson . ~orp · a ___________ _
Title O\~ner/ Architect Title __ ~-----------
Address 30 S. edros Ave., Address
Solana Heach, .,A 92075 -------------
2. OWNER (Not the owner1s agent)
P-1(A)
Provide the COMPLETE, LEGAL names and addresses of ALL persons having any
ownership interest in th e 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 Robcrl Prilcharc.l/ alhy Pritchard Corp/Part ___________ _
Title Owner Title _____________ _
Address 5098 Shore Drive Address~------------
Carlsbad, A 92008
Page 1 of 2 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 Profitrrrust 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 U1e past twelve (12)
months?
0 Yes JZi No If ye s, please indicate person(s): __________ _
NOTE: Attach additional sheets if necessary.
I certify that all th e above information is true and correct to th e best of my knowledge.
~_#~12/2;/;6
Signature of owner/date
Robert Pritchard/ Cathy Pritchard
Print or type name of owner
Brian hurch / Brian Church Architecture
Print or type name of owner/applicant's agent
P-1(A) Page 2 of 2
Brian hurch / Brian Church Architecture
Print or type name of applicant
Revised 07/10
S H O R E D RSITECANNON RDC A R L S B A D B L V DCITY OFCARLSBAD59° 21' 10"65.00'SW59° 21' 10"80.00'SW3 0 ° 3 8 ' 5 0 "7 7 .5 0 'S
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3 0 ° 3 8 ' 5 0 "6 2 .3 0 'N
WSHORE DR.S H O R E D R .L IG H T W E L L
2-STORY SINGLE FAMILYRESIDENTIAL STRUCTURELOT COVERAGE = 2,455 SFLOT COVERAGE INCLUDES ALL EAVES OVER 30"SPASETBACK1Brian Church Architecture507 S. Cedros AveSolana Beach, CA 92075(858)793-3437DATE:SHEETSCALE:DISCLAIMER: THESE PLANS ARE CONCEPTUAL ONLY WITH NO CLAIMS OR WARRANTIES, EXPRESSED OR IMPLIED AS TO ACCURACY, SCALE OR COMPLETENNESS BY THE ARCHITECT, CLIENT OR ANY OF THEIR PARTNERS, EMPLOYEES OR AFFILIATES.STATE OF CALIFORNIABRIANCHURCHLICENSED ARCHITECTREN.DATE:09/30/17C-22,251COASTAL DEVELOPMENT PERMIT APPLICATION SET - NOT FOR CONSTRUCTIONAs indicated8/14/2017 10:42:54 AMT1TITLE SHEET08/09/17PRITCHARD RESIDENCE5098 SHORE DRIVE, CARLSBAD, CA 92008VICINITY MAP 1" = 10'-0"SITE COVERAGE PLAN1.DEMOLISH EXISTING SINGLE STORY SINGLE FAMILY RESIDENCE AND ATTACHED GARAGE.2.BUILD NEW TWO-STORY SINGLE FAMILY RESIDENCE WITH ATTACHED GARAGE.3.NEW HOUSE TO HAVE FINISHED BASEMENT SPACE.4.HOUSE AND ATTACHED GARAGE SHALL HAVE AN AUTOMATIC FIRE SPRINKLER SYSTEM.SCOPE OF WORKFIRE NOTES1.SMOKE DETECTORS SHALL BE INSTALLED IN ALL ROOMS USED FOR SLEEPING PURPOSES, ON THE CEILINGOR WALL OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS, ANDON EACH STORY WITHIN A DWELLING UNIT.2.AN AUTOMATIC FIRE SPRINKLER SYSTEM IS REQUIRED FOR BOTH THE HOME AND ATTACHED GARAGE. ANAUTOMATIC FIRE SPRINKLER SYSTEM SHALL BE INSTALLED AS PER N.F.P.A. 13D, THE MOST CURRENT EDITION SHALL BE USED, INCLUDING CITY OF CARLSBAD FIRE DEPARTMENT POLICIES.DETAILED SPRINKLER PLANSSHALL BE SUBMITTED TO THE FIRE PREVENTION BUREAU FOR APPROVAL PRIOR TO BUILDING PERMITISSUANCE. PLANS AND INSTALLATION MUST BE PERFORMED BY A C16 LICENSED SPRINKLER CONTRACTOR.3.LOCATION AND SIZE OF WATER SERVICE UNDERGROUND SHALL BE INSTALLED AS SHOWN ON APPROVEDSPRINKLER PLANS. A MINIMUM 1" WATER METER SHALL BE INSTALLED UNLESS DEEMED UNNECESSARYBASED ON DEMAND AND AVAILABLE WATER PRESSURE.4.A FIRE UNDERGROUND FLUSH CERTIFICATION SHALL BE REQUIRED AT FINAL INSPECTION.5.A HYDRO INSPECTION OF THE FIRE SPRINKLER SYSTEM IS REQUIRED PRIOR TO FRAME INSPECTION. ONLYNEW PIPING SHALL BE TESTED.6.WHEN ONE OR MORE THAN ONE CARBON MONOXIDE ALARM IS REQUIRED TO BE INSTALLED, THE ALARMDEVICES SHALL BE INTERCONNECTED IN SUCH A MANNER THAT THE ACTUATION OF ONE ALARM WILLACTIVATE ALL THE ALARMS IN THE UNIT.7.APPROVED NUMBERS AND/OR ADDRESSES SHALL BE PLACED ON ALL NEW AND EXISTING BUILDINGS SHALLHAVE APPROVED ADDRESS NUMBERS, BUILDING NUMBERS OR APPROVED BUILDING IDENTIFICATION PLACEDIN A POSITION THAT IS PLAINLY LEGIBLE AND VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. THESE NUMBERS SHALL BE A MINIMUM OF 4" HIGH WITH A MINIMUM STROKE OF .5 INCHES. WHERE ACCESSIS BY MEANS OF A PRIVATE ROAD AND THE BUILDING CANNOT BE VIEWED FROM THE PUBLIC RIGHT OF WAY,A MONUMENT, POLE OR OTHER SIGN OR MEANS SHALL BE USED TO IDENTIFY THE STRUCTURE. CFC SECTION505.1 AMENDMENT.8.BEDROOM WINDOW EGRESS REQUIRED IN EVERY SLEEPING ROOM PER CRC SECTIONS R310, R310.2, R310.3AND R310.9.ALL EGRESS/ EMERGENCY EXIT WINDOWS TO HAVE AN OPENABLE AREA OF 5.7 SF WITH A MINIMUMOPENABLE WIDTH OF 20" AND MINIMUM OPENABLE HEIGHT OF 24". BOTTOM CLEAR OPENING SHALL NOTEXCEED 44" ABOVE THE FLOOR. WINDOWS SHALL BE OPENABLE FROM THE INSIDE AND PROVIDE A FULL,CLEAR OPENING WITHOUT THE USE OF ANY KEYS OR TOOLS.GREEN BUILDING STANDARDS1.ZSNOTE ON THE SITE PLAN THAT THE SITE SHALL BE PLANNED AND DEVELOPED TO KEEP SURFACE WATER AWAYFROM BUILDINGS. PLANS SHALL BE PROVIDED AND APPROVED BY THE CITY ENGINEER THAT SHOW SITE GRADINGAND PROVIDE FOR STORM WATER RETENTION AND DRAINAGE DURING CONSTRUCTION. BMP’S THAT ARECURRENTLY ENFORCED BY THE CITY ENGINEER MUST BE IMPLEMENTED PRIOR TO INITIAL INSPECTION BY THEBUILDING DEPARTMENT. CGC 4.106.3.2.A MIN. OF 50% OF CONSTRUCTION WASTE IS TO BE RECYCLED. CGC 4.408.1.3.RECYCLING. THE CONTRACTOR SHALL SUBMIT A CONSTRUCTION WASTE MANAGEMENT PLAN TO THEJURISDICTION AGENCY THAT REGULATES WASTE MANAGEMENT, PER CGC 4.408.24.THE BUILDER IS TO PROVIDE AN OPERATION MANUAL (CONTAINING INFORMATION FOR MAINTAINING APPLIANCES,ETC.) FOR THE OWNER AT THE TIME OF FINAL INSPECTION. CGC 4.410.1.5.DURING CONSTRUCTION, ENDS OF DUCT OPENINGS ARE TO BE SEALED, AND MECHANICAL EQUIPMENT IS TO BECOVERED. PER CGC 4.504.1.6.VOC’S MUST COMPLY WITH THE LIMITATIONS LISTED IN SECTION 4.504.3 AND TABLES 4.504.1, 4.504.2, 4.504.3 AND4.504.5 FOR: ADHESIVES, PAINTS AND COATINGS, CARPET AND COMPOSITION WOOD PRODUCTS. CGC 4.504.2.7.BATHROOM FANS SHALL BE ENERGY STAR RATED, VENTED DIRECTLY TO THE OUTSIDE AND CONTROLLED BY AHUMIDISTAT. PER CGC 4.506.1.8.IF PROVIDED, WHOLE HOUSE EXHAUST FANS SHALL HAVE INSULATED COVERS OR LOUVERS WHICH CLOSE WHENTHE FAN IS OFF. THE COVERS OR LOUVERS SHALL HAVE MINIMUM R4.2 INSULATION. CGC 5.507.1.9.HEATING AND AC SHALL BE SIZED AND SELECTED BY ACCA MANUAL J OR ASHRAE HANDBOOK OR EQUIVALENT.THE DUCT SIZING SHALL BE SIZED IN ACCORDANCE WITH ONE OF THE ACCA METHODS LISTED IN CGC SECTION4.507.2.10.PRIOR TO FINAL APPROVAL OF THE BUILDING THE LICENSED CONTRACTOR, ARCHITECT OR ENGINEER INRESPONSIBLE CHARGE OF THE OVERALL CONSTRUCTION MUST COMPLETE AND SIGN THE GREEN BUILDINGSTANDARDS CERTIFICATION FORM AND GIVEN TO THE BUILDING DEPARTMENT OFFICIAL TO BE FILED WITH THEAPPROVED PLANS.11.PROVIDE CALCULATIONS PREPARED BY A LICENSED ENGINEER THAT WILL SHOW WATER CONSUMPTIONREDUCTION OF 20% BELOW THE BASELINE WATER CONSUMPTION LISTED IN TABLE 4.303.1. IN LIEU OF PROVIDINGTHE CALCULATIONS, IMPRINT ON THE PLANS THE ATTACHED TABLE 4.303.2 LISTING FIXTURES THAT MEET THE 20% REDUCTION. CGC 4.303.1.12.WHEN A SHOWER IS PROVIDED WITH MULTIPLE SHOWER HEADS, THE SUM OF FLOW TO ALL THE HEADS SHALLNOT EXCEED THE 20% REDUCED LIMIT, OR THE SHOWER SHALL BE DESIGNED SO THAT ONLY ONE HEAD IS ON ATA TIME, PER CGC 4.303.2.13.LANDSCAPE IRRIGATION WATER USE SHALL HAVE WEATHER BASED CONTROLLERS. CGC 4.304.1.14.INTERIOR MOISTURE CONTROL. NOTE ON THE PLANS THAT THE MOISTURE CONTENT OF WOOD SHALL NOTEXCEED 19% BEFORE IT IS ENCLOSED IN CONSTRUCTION. THE MOISTURE CONTENT NEEDS TO BE CERTIFIED BYONE OF 3 METHODS SPECIFIED IN SECTION 4.505.3. BUILDING MATERIALS WITH VISIBLE SIGNS OF WATER DAMAGESHOULD NOT BE USED IN CONSTRUCTION. THE MOISTURE CONTENT MUST BE DETERMINED BY THE CONTRACTOR BY ONE OF THE METHODS LISTED IN CGC 4.505.315.STORM WATER DRAINAGE/RETENTION DURING CONSTRUCTION. NOTE ON THE PLANS: PROJECTS WHICH DISTURBLESS THAN ONE ACRE OF SOIL SHALL MANAGE STORM WATER DRAINAGE DURING CONSTRUCTION BY ONE OFTHE FOLLOWING: A. RETENTION BASINS. B. WHERE STORM WATER IS CONVEYED TO A PUBLIC DRAINAGE SYSTEM,WATER SHALL BE FILTERED BY USE OF A BARRIER SYSTEM, WATTLE OR OTHER APPROVED METHOD. CGC 4.106.2Pre-Construction Meeting: Contractor to conduct on-site pre-construction meeting with architect to review demolition strategy prior to beginning work.Site Conditions: Contractor to review all site conditions before beginning work.Confirmation of Dimensions: Contractor to confirm dimensions of areas of remodel, demolition and addition prior to beginning work. New Construction: All dimensions are to face of stud unless noted otherwise.Discrepancies: Contractor to notify architect immediately of any discrepancies.Right-of-Way Note: Owner is to obtain a construction permit from the Engineering Department at least 48 hours prior to working in the public right of way. Failure to do so will result in an issuance of a stop work notice and double permit fees. It is the responsibility of the owner to know the location of the property line.Drainage Note: No concentrated drainage flows are permitted over adjacent property lines. Water is to drain away from structures for a minimum of 5 feet at 2 percent and be conveyed to an approved drainage facility.Construction Site Access: A stabilized construction site access shall be provided for vehicles egress and ingress to prevent tracking dirt off site. This shall include using material such as gravel and/or corrugated steel panels/plates.On-site Construction Material Storage:·Stored materials shall be contained in a secure place to prevent seepage and spillage. Contractor shall store these products where they will stay dry out of the rain.Contractor shall provide secondary containment for all fuel stored on-site.·Eliminate or reduce pollution of stormwater from stockpiles kept on-site. Stockpiles may include soil, paring materials, asphalt concrete, aggregate base, etc.Stockpiles shall be located away from concentrated stormwater flows and stormdrain inlets. Stockpiles shall be covered or protected with soil stabilization measuresand provided with a temporary sediment barrier around the perimeter at all times.Waste Management:·Contractor shall be responsible for properly disposing of all waste and unused construction materials. Dumping of unused or waste products on the ground, wherewater can carry them into the conveyance system is strictly prohibited.·No seepage from dumpsters shall be discharged into stormwater. Berms/dikes shall be placed around dumpsters to divert the natural storm runoff. Dumpsters shallbe checked frequently for leaks. Dumpster lids shall remain closed at all times. Dumpsters without lids shall be placed within structures with impervious roofing or covered with tarps in order to avoid rain contact with any trash material.·Many construction materials, including solvents, waterbased paints, vehicle fluids, broken asphalt and concrete, wood, and cleared vegetation can be recycled.Non-recyclable materials must be taken to an appropriate landfill or disposed of as hazardous waste. For information on disposal of hazardous material, call the Hazardous Waste Hotline toll free at (800) 714-1195. For information on landfills and to order dumpsters call EDCO at (760) 436-4151.· Pollutants shall be kept off exposed surfaces. Place trash cans and recycling receptacles around the site.·Portable toilets must be in good working order and checked frequently for leaks. Contractor shall provide secondary containment and locate portable toilets awayfrom stormdrain inlets on pervious surfaces.·All construction debris shall be kept away from the street, gutter, and stormdrain. Contractor must routinely check and clean up material that may have traveled away from construction site.PROJECT ADDRESS:A.P.N. (S)LEGAL DESCRIPTION:ZONE:EXISTING & PROPOSED USE:LOT SIZE (net):COVERAGE ALLOWED:COVERAGE PROPOSED:BUILDING HEIGHT ALLOWED:BUILDING HEIGHT PROPOSED:SETBACKS REQUIRED:SETBACKS PROPOSED:PARKING SPACES PROVIDED:LANDSCAPED AREA:EXISTING IMPERVIOUS AREA:PROPOSED IMPERVIOUS AREA:PROPOSED CUT / FILL:5098 SHORE DRIVECARLSBAD, CA 92008210-032-0100LOT 21 OF TERRAMAR UNIT NO. 1 IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIAR-1RESIDENTIAL6,152 SF (.14 ACRES)40% (2,460.8 SF)39.9% (2,455 SF)30 FEET & 2 STORIES IF ROOF PITCH IS 3:12 OR MORE;24 FEET & 2 STORIES IF ROOF PITCH IS LESS THAN 3:1228'-6"FRONT: 20'-0"; INTERIOR SIDE: 10% LOT WIDTH;STREET SIDE: 10'-0"; REAR: TWICE THE REQUIRED SIDEFRONT: 20 '- 0"; STREET SIDE: 10' - 0"; INTERIOR SIDE: 7' - 9"; REAR 15' - 6"2 (GARAGE)2,011 SF4,574 SF3,198 SF (NET CHANGE: -1,376 SF).890 C.Y. (INCLUDES BASEMENT) / 20 C.Y.; REMEDIAL = 100 C.Y.; ADDITIONAL 10 C.Y FOR SPAROBERT & CATHY PRITCHARD5098 SHORE DRIVECARLSBAD, CA 92008(619) 890-0984BRIAN CHURCH, AIA330 S. CEDROS AVENUESOLANA BEACH, CA 92075(858) 793-3437 - OFFICE(858) 793-3473 - FAXTBDTBDTBD535 N. HIGHWAY 101, SUITE ASOLANA BEACH, CA 92075(858) 259-8212 - OFFICE(858) 259-4812 - FAXENGINEERING DESIGN GROUP2121 MONTIEL ROADSAN MARCOS, CA 92069(760) 839-7302 - OFFICESITE AREALOT COVERAGE ALLOWED 40% (6,151 SF x .40)LOT COVERAGE PROPOSED 39.9% (6,151 SF x 0.399)6,151 SF2,460 SF2,455 SFLOT COVERAGEAPPLICABLE CODESTHIS PROJECT SHALL COMPLY WITH THE 2016 CALIFORNIA RESIDENTIAL CODE, WHICH ADOPTS THE 2015 IRC, 2015 UMC, 2015 UPC, UNIFORM ADMINISTRATIVE CODE SECTION 302, AND THE 2014 NEC SECTION R106.1COMPLIANCE WITH THE DOCUMENTATION REQUIREMENTS OF THE 2016 ENERGY EFFICIENCY STANDARDS IS NECESSARY FOR THIS PROJECT. REGISTERED, SIGNED, AND DATED COPIES OF THE APPROPRIATE CF1R, CF2R, AND CF3R FORMS SHALL BE MADE AVAILABLE AT NECESSARY INTERVALS FOR BUILDING INSPECTOR REVIEW. FINAL COMPLETED FORMS WILL BE AVAILABLE FOR THE BUILDING OWNER.CONSTRUCTION NOTESNORTHNORTHPROJECT TEAMOWNER:ARCHITECT:MECHANICAL:ELECTRICAL:STRUCTURAL:CIVIL:PASCO/LARET/SUITER & ASSOC.GEOTECHNICAL:SHEET INDEXNO.SHEET NAMET1 TITLE SHEETC1 SITE PLANC2 PRELIMINARY GRADING PLANA0 BASEMENT FLOOR PLANA1 FIRST FLOOR PLANA2 SECOND FLOOR PLANA3 ROOF LEVEL PLANA3.1 ROOF PLAN - UPPERA5.0 ELEVATIONSA5.1 ELEVATIONSA6.1 SECTIONSA6.2 SECTIONSA6.0 SECTIONSL1 LANDSCAPE CONSTRUCTION PLANL2 IRRIGATION PLANL3 IRRIGATION DETAILSL4 IRRIGATION LEGEND AND NOTESL5 IRRIGATION HYDROZONE MAP AND CALCULATIONSL6 LANDSCAPE PLANTING PLANSUBMITTALS / REVISIONS# Date Revision/Submittal1 05/01/17 2nd CDPCOMMENTSATTACHMENT 4
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H A R D S C A P E 2' x 2' CONCRETEPAVER, TYP.41.94 GROUND FLOOR DECK41.9442.00 T.O. LOW CMU WALL2-STORY SINGLE FAMILYRESIDENTIAL STRUCTUREWITH BASEMENT ANDATTACHED 2-CAR GARAGE1st FLOOR F.F.= 42.0041.7542.00 T.O. LIGHTWELL WALL4344434241404038394145S E C O N D
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D E C K 2nd FLOORDECK± 16' - 0"26' - 0" MAX.± 12' - 0"NEW 30' - 0" TALLFLAG POLELINE OF ROOFOVERHANG42" HIGH GUARDRAIL@ LIGHTWELLNOTE:SEE DRAINAGE AND GRADING PLAN FOR ADDITIONAL BMP NOTES AND INFORMATIONAPN: 210-032-0800 APN: 210-032-0700APN: 210-032-0200PLEXISTING RESIDENTIAL STRUCTURE; EDGE OF ROOFDECKDECKCLC L
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± 3 8 '1 -1 /2 " H P10" VCP± 107'EXISTING RESIDENTIAL STRUCTURE;EDGE OF ROOF± 5 'EXIST. CONC. WALL W/FENCE, TO REMAINEXIST. CONC. WALL W/ FENCE, TO REMAINNEW CONC. WALL W/36" HIGH FENCE; MATCH & ALIGN WITH EXIST.; MAXIMUM COMBINED HEIGHT NOT TO EXCEED 6' - 0"2 ' - 3 " T Y P .APN: 210-032-0100LOCATION OF SPANEW FENCE AND SELF-LATCHING GATE; ALIGN HEIGHT WITH NEW FENCE LOCATED ON NE PROPERTY LINE11EXISTING TREETO BE REMOVEDEXISTING TREETO BE REMOVEDEXISTING TREETO BE REMOVEDBrian Church Architecture507 S. Cedros AveSolana Beach, CA 92075(858)793-3437DATE:SHEETSCALE:DISCLAIMER: THESE PLANS ARE CONCEPTUAL ONLY WITH NO CLAIMS OR WARRANTIES, EXPRESSED OR IMPLIED AS TO ACCURACY, SCALE OR COMPLETENNESS BY THE ARCHITECT, CLIENT OR ANY OF THEIR PARTNERS, EMPLOYEES OR AFFILIATES.STATE OF CALIFORNIABRIANCHURCHLICENSED ARCHITECTREN.DATE:09/30/17C-22,251COASTAL DEVELOPMENT PERMIT APPLICATION SET - NOT FOR CONSTRUCTION 1" = 10'-0"8/14/2017 10:42:51 AMC1SITE PLAN08/09/17PRITCHARD RESIDENCE5098 SHORE DRIVE, CARLSBAD, CA 92008NORTH 1" = 10'-0"SITE PLANSITE AREALOT COVERAGE ALLOWED 40% (6,151 SF x .40)LOT COVERAGE PROPOSED 39.9% (6,152 SF x 0.399)6,152 SF2,461 SF2,455 SFLOT COVERAGEFIRST FLOOR SECOND FLOORSUB TOTALBASEMENT (COMPLETELY BELOW GRADE)TOTAL1,332 SF1,403 SF2,734 SF1,465 SF4,199 SFLIVING AREAGARAGECOVERED DECKSUNCOVERED DECKS527 SF757 SF367 SFGARAGE & DECK AREAS-THE SITE SHALL BE PLANNED AND DEVELOPED TOKEEP SURFACE WATER AWAY FROM BUILDINGS.PLANS SHALL BE PROVIDED AND APPROVED BY THECITY ENGINEER THAT SHOW SITE GRADING ANDPROVIDE FOR STORM WATER RETENTION ANDDRAINAGE DURING CONSTRUCTION. BMP’S THAT ARECURRENTLY ENFORCED BY THE CITY ENGINEER MUSTBE IMPLEMENTED PRIOR TO INITIAL INSPECTION BYTHE BUILDING DEPARTMENT. CGC 4.106.3.-UPGRADE EXISTING 5/8" DOMESTIC WATER METERAND LATERAL CONNECTION TO 1".-A HEIGHT CERTIFICATION IS REQUIRED TO BEREVIEWED AND APPROVED PRIOR TO SCHEDULINGTHE ROOF/FRAMING INSPECTION.-A FINAL INSPECTION IS REQUIREDSITE NOTES.SLOPE.SLOPE.SLOPE.SLOPE.S L O P ESUBMITTALS / REVISIONS# Date Revision/Submittal1 05/01/17 2nd CDPCOMMENTS
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AABCEEDD1124566F334' - 0 3/4"8' - 0"8' - 0"8' - 0"8' - 0"8' - 0"8' - 0"8' - 0"1' - 11 3/4"18" X 18" SHORING PILING w/ I-BEAM, TYP.2C3HEAVY DASHED LINE INDICATES BASEMENT PERIMETER BELOWLIGHT WELLBELOWFLAT AREA AT BASEMENT LEVELEDGE OF BASEMENT WALL5'-0" VERTICAL CUTLAYBACK AREA (2:1 SLOPE)3C34C3F24" ø SHORING PILING w/ 18" X 18" I-BEAM, TYP.45" X 14" RETAINING WALL FTG.12" CMU RETAINING WALL & FTG.12" CMU RETAINING WALLWOOD LAGGING @ BACKSIDE OF PILING BEAMWOOD FENCEPILING LENGTH25' - 0"5' - 0"RETAINING WALL FOOTINGPILING/CAISSONRETAINNG WALL11' - 0"LINE OF EXISTING GRADEBASEMENT FLOOR PLAN31' - 10 3/8"BLINE OF EXISTING GRADEPROPOSED BASEMENT RETAINING WALL3' - 0"5' - 0"12LAY BACK SLOPEPROPERTY LINE3' - 0"11LINE OF EXISTING GRADEPROPOSED BASEMENT RETAINING WALLLAY BACK SLOPEPROPERTY LINEBrian Church Architecture507 S. Cedros AveSolana Beach, CA 92075(858) 793-3437DATE:SHEETSCALE:DISCLAIMER: THESE PLANS ARE CONCEPTUAL ONLY WITH NO CLAIMS OR WARRANTIES, EXPRESSED OR IMPLIED AS TO ACCURACY, SCALE OR COMPLETENNESS BY THE ARCHITECT, CLIENT OR ANY OF THEIR PARTNERS, EMPLOYEES OR AFFILIATES.STATE OF CALIFORNIABRIANCHURCHLICENSED ARCHITECTREN.DATE:09/30/17C-22,251COASTAL DEVELOPMENT PERMIT APPLICATION SET - NOT FOR CONSTRUCTIONAs indicated8/14/2017 10:42:52 AMC3SHORING PLAN08/09/17PRITCHARD RESIDENCE5098 SHORE DRIVE, CARLSBAD, CA 92008SUBMITTALS / REVISIONS# Date Revision/Submittal 1/4" = 1'-0"SHORING PLAN 1/4" = 1'-0"C32SHORING PILINGNORTH 1/8" = 1'-0"C33EXCAVATION SECTION 1 1/4" = 1'-0"C34Section 11
UPUPWHLIGHT WELLUNDERSTAIRSTORAGE1A6.12A6.12A6.01A6.2CURBLESSSHOWERSHOWER/TUBBBCEE11266FF542FAMILY / TVROOM1BEDROOM 32BATH 339' - 0 3/4"23' - 4"7' - 7"31' - 1 3/4"15' - 5 3/4"3' - 10 1/2"11' - 11 1/2"5' - 11 3/4"11' - 5"5' - 5 1/4"26' - 11 1/2"54' - 2 1/2"32' - 5 1/4"32' - 5 1/4"11' - 8 1/4"54' - 2 1/2"3' - 10 1/2"322' - 4"9' - 3 1/2"6' - 9 1/4"4' - 7 3/4"10' - 11 3/4"4' - 6 1/4"5' - 6 3/4"112' - 4 3/4"731A6.0619" x 15" BAR SINKUNDERCOUNTER REFRIGERATOR;6 CU. FEET MAX.31' - 5 3/8"16' - 10"14' - 7 1/4"15' - 1"CLOSET1917' - 11 3/4"5' - 1 1/4"10' - 1 3/4"6' - 1"BEDROOM 44BATH 45CLOSET184' - 7"6' - 0"4' - 3 1/4"5' - 10"4' - 3 1/4"5' - 4"5' - 0"LINEN8' - 0"3' - 6"NICHESEWER PUMPSTORMDRAIN PUMP3' - 0"14' - 2 7/8"10' - 11 3/4"SPA EQUIPMENT UNDER STAIRS IN ENCLOSUREELEVATOR SERVESBASEMENT, FIRST FLOORAND SECOND FLOOR56' - 0"2C33C34C318121413161510Brian Church Architecture507 S. Cedros AveSolana Beach, CA 92075(858) 793-3437DATE:SHEETSCALE:DISCLAIMER: THESE PLANS ARE CONCEPTUAL ONLY WITH NO CLAIMS OR WARRANTIES, EXPRESSED OR IMPLIED AS TO ACCURACY, SCALE OR COMPLETENNESS BY THE ARCHITECT, CLIENT OR ANY OF THEIR PARTNERS, EMPLOYEES OR AFFILIATES.STATE OF CALIFORNIABRIANCHURCHLICENSED ARCHITECTREN.DATE:09/30/17C-22,251COASTAL DEVELOPMENT PERMIT APPLICATION SET - NOT FOR CONSTRUCTION 1/4" = 1'-0"8/14/2017 11:00:53 AMA0BASEMENT FLOOR PLAN08/09/17PRITCHARD RESIDENCE5098 SHORE DRIVE, CARLSBAD, CA 92008 1/4" = 1'-0"BASEMENT FLOOR PLANNORTHPLAN NOTES1. EACH BATHROOM SHALL HAVE A DEDICATED 20 AMPERE CIRCUIT2. BEDROOM BRANCH CIRCUITS SHALL BE ARC-FAULT CIRCUIT PROTECTED AND KITCHEN AISLE COUNTERS SHALL BE GROUND-FAULT CIRCUIT-INTERRUPTER PROTECTED.3. KITCHENS AND BATHROOMS SHALL HAVE FLUORESCENT GENERAL LIGHTING OF A MINIMUM 40 LUMENS PER WATT.4. ALL SMOKE DETECTORS ARE SHOWN ON REFLECTED CEILING PLANS5. SMOKE DETECTORS SHALL BE PERMANENTLY WIRED WITH BATTERY BACK-UP.6. SMOKE DETECTORS SHALL SOUND AN ALARM AUDIBLE IN ALL SLEEPING AREAS.7. FIREPLACES WITH GAS LOG LIGHTERS ARE REQUIRED TO HAVE THE FLUE DAMPER PERMANENTLY FIXED IN THE OPEN POSITION AND FIREPLACES WITH LPG LOG LIGHTERS ARE TO HAVE NO "PIT" OR "SUMP" CONFIGURATIONS".8. STATE HEALTH AND SAFETY CODE 17921.9 BANS THE USE OF CHLORINATED POLYVINYLCHLORIDE (CPVC)AND CROSSLINKED POLYETHELYN (PEX) FOR INTERIOR WATER SUPPLY PIPING.9. NEW WATER CLOSETS SHALL USE ≤ 1.28 GAL/FLUSH, LAVATORIES AND FAUCETS ≤ 2.2 GALLONS PER MINUTE (GPM) AND SHOWERS ≤ 2.5 GPM. PROVIDE FAUCETS WITH A MAXIMUM FLOW OF 2.2 GALLONS PER MINUTE (GPM).10. PERMANENT VACUUM BREAKERS SHALL BE INCLUDED WITH ALL NEW HOSE BIBS.11. PROVIDE ULTRA-LOW FLUSH TOILETS (NOT TO USE MORE THAN 1.6 GALLONS OF WATER PER FLUSH).12. FIRE STOPS SHALL BE INCLUDED IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES, AT THE CEILING AND FLOOR LEVELS AND AT 10 FOOT INTERVALS BOTH VERTICAL AND HORIZONTAL; AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCURS AT SOFFITS, DROP CEILINGS AND COVE CEILINGS; IN CONCEALED SPACES BETWEEN STRINGERS AT THE TOP AND BOTTOM OF THE RUN AND BETWEEN STUDS ALONG AND INLINE WITH THE RUN OF STAIRS IF THE WALLS UNDER THE STAIRS ARE UNFINISHED; IN OPENINGS AROUND PIPES, VENTS, DUCTS, CHIMNEYS, FIREPLACES AND SIMILAR OPENINGS WHICH AFFORD PASSAGE FOR FIRE AT CEILING AND FLOOR LEVEL, WITH NON-COMBUSTIBLE MATERIALS.13. GAS VENTS AND NON-COMBUSTIBLE PIPING IN WALLS, PASSING THROUGH THREE FLOORS OR LESS, SHALL BE EFFECTIVELY DRAFT-STOPPED AT EACH FLOOR OR CEILING.14. SURFACE WATER SHALL DRAIN AWAY FROM BUILDING. THE GRADE SHALL FALL A MINIMUM 5% OR 6" WITHIN THE FIRST 10 FEET(2% FOR IMPERVIOUS SURFACES).15. THE CONTROL VALVES IN BATHTUBS, WHIRLPOOL BATHTUBS, SHOWERS AND TUB-SHOWER COMBINATIONS MUST BE PRESSURE BALANCED OR THERMOSTATIC MIXING VALVES.16. ATTIC VENTILATION OPENINGS SHALL BE COVERED WITH CORROSION-RESISTANT METAL MESH WITH 1/16" MIN TO 1/8" MAX. OPENINGS.17. WHERE EAVE VENTS ARE INSTALLED, INSULATION SHALL NOT BLOCK THE FREE FLOW OF AIR. A MIN. OF 1" OF AIR SPACE SHALL BE PROVIDED BETWEEN INSULATION AND ROOF SHEATHING.18. DECORATIVE SHROUDS SHALL NOT BE INSTALLED AT THE TERMINATION OF CHIMNEYS FOR FACTORY-BUILT FIREPLACES, EXCEPT WHERE SHROUDS ARE LISTED AND LABELED FOR USE WITH THE SPECIFIC SYSTEM AND INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS.19. GUARD RAILS TO HAVE A HEIGHT OF 42" (MAY BE 34" ALONG THE SIDES OF STAIRS). OPENINGS BETWEEN RAILINGS SHALL BE LESS THAN 4". SEE STRUCTURAL PLANS FOR DETAILS AND CALCULATIONS SHOWING DESIGN TO RESIST A LOAD OF 200 LBS ANYWHERE ALONG THE TOP RAIL.HVAC NOTESTABLE 4.303.2 FIXTURE FLOW RATES FIXTURE TYPE MAXIMUM FLOW RATE AT ≥ 20 % REDUCTION Showerheads 2 gpm @ 80 psi Lavatory faucets, residential 1.5 gpm @ 60 psi (2) Kitchen faucets 1.8 gpm @ 60 psi Gravity tank type water closets 1.28 gallons/flush (1) Flushometer tankwater closets 1.28 gallons/flush (1) Flushometer valvewater closets 1.28 gallons/flush (1) Electromechanical hydraulic water closets 1.28 gallons/flush (1) PLUMBING NOTES1. Includes single and dual flush water closets with an effective flush of 1.28 gallons or less. Single flush toilets—the effective flush volume shall not exceed 1.28 gallons (4.8 liters). The effective flush volume is the average flush volume when tested in accordance with ASME a112.19.233.2. Dual flush toilets - the effective flush volume shall not exceed 1.28 gallons (4.8 liters). The effective flush volume is defined as the composite, average flush volume of two reduced flushes and one full flush. Flush volumes will be tested in accordance with ASME a112.19.2 and ASME a112.19.14. 2. Lavatory faucets shall not have a flow rate less than 0.8 GPM at 20 psi. 1. ALL LIVING AREAS TO BE SERVED BY HEATING/COOLING (HEAT PUMP)2. FIRST FLOOR AND BASEMENT TO BE SERVED BY HVAC UNIT IN BASEMENT3. SECOND FLOOR TO BE SERVED BY HVAC UNIT LOCATED ABOVE PANTRY4. BASEMENT HVAC TO HAVE PUMP FOR CONDENSATE LINESUBMITTALS / REVISIONS# Date Revision/Submittal
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XXREADING NOOKAT LANDING LEVELSPA10' - 5 1/2"13' - 8 1/2"19' - 7 3/4"LIGHT WELLBELOW4' - 2 1/4"17' - 4 1/2"ELEVATOR3' - 0"AABCEEDD1124566F3128272926252122334' - 11 3/4"4' - 1"2' - 8"9' - 0"9' - 0"2' - 8"2' - 3 1/4"9' - 8"9' - 0 3/4"23' - 4"3' - 7"3' - 6"2' - 9 3/4"3' - 2"2' - 8 1/4"2' - 7"5' - 6 1/2"5' - 6 1/2"2' - 2"15' - 8"6' - 8"7' - 9"6' - 3 3/4"5' - 10 1/4"15' - 10"22' - 4"14' - 8 3/4"2' - 8 1/4"2' - 6"2' - 6"10' - 3"7' - 2 1/2"6' - 3"39' - 10 1/2"7' - 7"44' - 4"14' - 9 1/2"5' - 3"2' - 0 7/8"4' - 8"2' - 8 5/8"4' - 7 3/4"20' - 6"9' - 3 1/4"14' - 6 3/4"8' - 2 1/2"2' - 4 3/4"4' - 9"EQEQ4"58' - 1"7' - 4 3/8"5' - 4 3/4"8' - 0 1/2"6' - 7 1/2"4' - 2 1/8"5' - 10 3/4"2' - 4 3/4"21' - 8 3/4"11"3' - 2 1/2"GARAGE7MUD ROOM8ENTRY9MASTERBEDROOM11MASTERCLOSET12MASTER BATH13320308091004050607113310' - 9 5/8"4"2' - 1 7/8"18' - 0"2' - 1 7/8"1' - 4 3/8"15COVEREDDECKCOVEREDDECKDECK SHOWER;UNDER COVER SPA EQUIPMENT UNDER STAIRS; ENCLOSED248' - 6" x 19' - 0" PARKING SPACE #18' - 6" x 19' - 0" PARKING SPACE #222' - 3 3/4"EXISTING WALL W/FENCE TO REMAINEXISTING WALL W/FENCE TO REMAINNEW WALL AND FENCE; ALIGN & MATCH EXISTING WALL/FENCE. MAXIMUM HEIGHT NOT TO EXCEED 6' - 0"NEW WALL AND FENCE; ALIGN & MATCH EXISTING.MAXIMUM HEIGHT NOT TO EXCEED 6' - 0"± 56'± 44'NEW 42" HIGH SAFETY RAILING ON TOP OF LIGHT WELL WALL20' - 0" x 20' - 0" FOOTPRINT20' - 0"20' - 0"LOW 1' - 0" CMU WALL W/2' - 6" HIGH DECORATIVE FENCE AND GATENEW FENCE AND SELF-LATCHING GATE; ALIGN HEIGHT WITH NEW FENCE LOCATED ON NE PROPERTY LINE; MAX. HEIGHT = 6' - 0"ELEVATOR SERVESBASEMENT, FIRST FLOORAND SECOND FLOORPLANTERSHOWER3' - 6"8' - 9"23Brian Church Architecture507 S. Cedros AveSolana Beach, CA 92075(858) 793-3437DATE:SHEETSCALE:DISCLAIMER: THESE PLANS ARE CONCEPTUAL ONLY WITH NO CLAIMS OR WARRANTIES, EXPRESSED OR IMPLIED AS TO ACCURACY, SCALE OR COMPLETENNESS BY THE ARCHITECT, CLIENT OR ANY OF THEIR PARTNERS, EMPLOYEES OR AFFILIATES.STATE OF CALIFORNIABRIANCHURCHLICENSED ARCHITECTREN.DATE:09/30/17C-22,251COASTAL DEVELOPMENT PERMIT APPLICATION SET - NOT FOR CONSTRUCTION 1/4" = 1'-0"8/14/2017 11:00:54 AMA1FIRST FLOOR PLAN08/09/17PRITCHARD RESIDENCE5098 SHORE DRIVE, CARLSBAD, CA 92008 1/4" = 1'-0"FIRST FLOOR PLANNORTHPLAN NOTES1. EACH BATHROOM SHALL HAVE A DEDICATED 20 AMPERE CIRCUIT2. BEDROOM BRANCH CIRCUITS SHALL BE ARC-FAULT CIRCUIT PROTECTED AND KITCHEN AISLE COUNTERS SHALL BE GROUND-FAULT CIRCUIT-INTERRUPTER PROTECTED.3. KITCHENS AND BATHROOMS SHALL HAVE FLUORESCENT GENERAL LIGHTING OF A MINIMUM 40 LUMENS PER WATT.4. ALL SMOKE DETECTORS ARE SHOWN ON REFLECTED CEILING PLANS5. SMOKE DETECTORS SHALL BE PERMANENTLY WIRED WITH BATTERY BACK-UP.6. SMOKE DETECTORS SHALL SOUND AN ALARM AUDIBLE IN ALL SLEEPING AREAS.7. FIREPLACES WITH GAS LOG LIGHTERS ARE REQUIRED TO HAVE THE FLUE DAMPER PERMANENTLY FIXED IN THE OPEN POSITION AND FIREPLACES WITH LPG LOG LIGHTERS ARE TO HAVE NO "PIT" OR "SUMP" CONFIGURATIONS".8. STATE HEALTH AND SAFETY CODE 17921.9 BANS THE USE OF CHLORINATED POLYVINYLCHLORIDE (CPVC)AND CROSSLINKED POLYETHELYN (PEX) FOR INTERIOR WATER SUPPLY PIPING.9. NEW WATER CLOSETS SHALL USE ≤ 1.28 GAL/FLUSH, LAVATORIES AND FAUCETS ≤ 2.2 GALLONS PER MINUTE (GPM) AND SHOWERS ≤ 2.5 GPM. PROVIDE FAUCETS WITH A MAXIMUM FLOW OF 2.2 GALLONS PER MINUTE (GPM).10. PERMANENT VACUUM BREAKERS SHALL BE INCLUDED WITH ALL NEW HOSE BIBS.11. PROVIDE ULTRA-LOW FLUSH TOILETS (NOT TO USE MORE THAN 1.6 GALLONS OF WATER PER FLUSH).12. FIRE STOPS SHALL BE INCLUDED IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES, AT THE CEILING AND FLOOR LEVELS AND AT 10 FOOT INTERVALS BOTH VERTICAL AND HORIZONTAL; AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCURS AT SOFFITS, DROP CEILINGS AND COVE CEILINGS; IN CONCEALED SPACES BETWEEN STRINGERS AT THE TOP AND BOTTOM OF THE RUN AND BETWEEN STUDS ALONG AND INLINE WITH THE RUN OF STAIRS IF THE WALLS UNDER THE STAIRS ARE UNFINISHED; IN OPENINGS AROUND PIPES, VENTS, DUCTS, CHIMNEYS, FIREPLACES AND SIMILAR OPENINGS WHICH AFFORD PASSAGE FOR FIRE AT CEILING AND FLOOR LEVEL, WITH NON-COMBUSTIBLE MATERIALS.13. GAS VENTS AND NON-COMBUSTIBLE PIPING IN WALLS, PASSING THROUGH THREE FLOORS OR LESS, SHALL BE EFFECTIVELY DRAFT-STOPPED AT EACH FLOOR OR CEILING.14. SURFACE WATER SHALL DRAIN AWAY FROM BUILDING. THE GRADE SHALL FALL A MINIMUM 5% OR 6" WITHIN THE FIRST 10 FEET(2% FOR IMPERVIOUS SURFACES).15. THE CONTROL VALVES IN BATHTUBS, WHIRLPOOL BATHTUBS, SHOWERS AND TUB-SHOWER COMBINATIONS MUST BE PRESSURE BALANCED OR THERMOSTATIC MIXING VALVES.16. ATTIC VENTILATION OPENINGS SHALL BE COVERED WITH CORROSION-RESISTANT METAL MESH WITH 1/16" MIN TO 1/8" MAX. OPENINGS.17. WHERE EAVE VENTS ARE INSTALLED, INSULATION SHALL NOT BLOCK THE FREE FLOW OF AIR. A MIN. OF 1" OF AIR SPACE SHALL BE PROVIDED BETWEEN INSULATION AND ROOF SHEATHING.18. DECORATIVE SHROUDS SHALL NOT BE INSTALLED AT THE TERMINATION OF CHIMNEYS FOR FACTORY-BUILT FIREPLACES, EXCEPT WHERE SHROUDS ARE LISTED AND LABELED FOR USE WITH THE SPECIFIC SYSTEM AND INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS.19. GUARD RAILS TO HAVE A HEIGHT OF 42" (MAY BE 34" ALONG THE SIDES OF STAIRS). OPENINGS BETWEEN RAILINGS SHALL BE LESS THAN 4". SEE STRUCTURAL PLANS FOR DETAILS AND CALCULATIONS SHOWING DESIGN TO RESIST A LOAD OF 200 LBS ANYWHERE ALONG THE TOP RAIL.HVAC NOTES1. ALL LIVING AREAS TO BE SERVED BY HEATING/COOLING (HEAT PUMP)2. FIRST FLOOR AND BASEMENT TO BE SERVED BY HVAC UNIT IN BASEMENT3. SECOND FLOOR TO BE SERVED BY HVAC UNIT LOCATED ABOVE PANTRY4. BASEMENT HVAC TO HAVE PUMP FOR CONDENSATE LINETABLE 4.303.2 FIXTURE FLOW RATES FIXTURE TYPE MAXIMUM FLOW RATE AT ≥ 20 % REDUCTION Showerheads 2 gpm @ 80 psi Lavatory faucets, residential 1.5 gpm @ 60 psi (2) Kitchen faucets 1.8 gpm @ 60 psi Gravity tank type water closets 1.28 gallons/flush (1) Flushometer tankwater closets 1.28 gallons/flush (1) Flushometer valvewater closets 1.28 gallons/flush (1) Electromechanical hydraulic water closets 1.28 gallons/flush (1) PLUMBING NOTES1. Includes single and dual flush water closets with an effective flush of 1.28 gallons or less. Single flush toilets—the effective flush volume shall not exceed 1.28 gallons (4.8 liters). The effective flush volume is the average flush volume when tested in accordance with ASME a112.19.233.2. Dual flush toilets - the effective flush volume shall not exceed 1.28 gallons (4.8 liters). The effective flush volume is defined as the composite, average flush volume of two reduced flushes and one full flush. Flush volumes will be tested in accordance with ASME a112.19.2 and ASME a112.19.14. 2. Lavatory faucets shall not have a flow rate less than 0.8 GPM at 20 psi. SUBMITTALS / REVISIONS# Date Revision/Submittal
REF.DNFRONTDECK8' - 0"4' - 2"PANTRYELEVATORBENCH SEATEE114566414346404517' - 8 1/4"20' - 11 1/4"1' - 4 1/4"9' - 10"3' - 6"18' - 4 1/2"16' - 5 1/4"13' - 1 1/2"3' - 0"5' - 7"3' - 2"2' - 8"2' - 11 3/4"4' - 10 1/4"8' - 3"2' - 4 5/8"2' - 7"5' - 6 1/2"8' - 2 1/2"6' - 1 1/2"18' - 9"1' - 4 1/4"6' - 11 3/4"13' - 2 1/2"6' - 11 3/4"23' - 9 1/4"3' - 9"3' - 9"3' - 3"50' - 11 1/4"KITCHEN14GREAT ROOM15BEDROOM #216BATH #217BBQ161920212227264842472423252' - 2 3/4"18174' - 7"WINDOW SEATLINE OF DECK ROOF ABOVE9' - 3 1/4"7' - 10 1/4"EQEQ10' - 5 1/2"8' - 0"5' - 0"8' - 2"323130143' - 0"2' - 6"3' - 0"ELEVATOR SERVESBASEMENT, FIRST FLOOR AND SECONDFLOORSHOWERPIZZA OVEN1' - 11"Brian Church Architecture507 S. Cedros AveSolana Beach, CA 92075(858) 793-3437DATE:SHEETSCALE:DISCLAIMER: THESE PLANS ARE CONCEPTUAL ONLY WITH NO CLAIMS OR WARRANTIES, EXPRESSED OR IMPLIED AS TO ACCURACY, SCALE OR COMPLETENNESS BY THE ARCHITECT, CLIENT OR ANY OF THEIR PARTNERS, EMPLOYEES OR AFFILIATES.STATE OF CALIFORNIABRIANCHURCHLICENSED ARCHITECTREN.DATE:09/30/17C-22,251COASTAL DEVELOPMENT PERMIT APPLICATION SET - NOT FOR CONSTRUCTION 1/4" = 1'-0"8/14/2017 11:00:55 AMA2SECOND FLOOR PLAN08/09/17PRITCHARD RESIDENCE5098 SHORE DRIVE, CARLSBAD, CA 92008 1/4" = 1'-0"SECOND FLOOR PLANNORTHPLAN NOTES1. EACH BATHROOM SHALL HAVE A DEDICATED 20 AMPERE CIRCUIT2. BEDROOM BRANCH CIRCUITS SHALL BE ARC-FAULT CIRCUIT PROTECTED AND KITCHEN AISLE COUNTERS SHALL BE GROUND-FAULT CIRCUIT-INTERRUPTER PROTECTED.3. KITCHENS AND BATHROOMS SHALL HAVE FLUORESCENT GENERAL LIGHTING OF A MINIMUM 40 LUMENS PER WATT.4. ALL SMOKE DETECTORS ARE SHOWN ON REFLECTED CEILING PLANS5. SMOKE DETECTORS SHALL BE PERMANENTLY WIRED WITH BATTERY BACK-UP.6. SMOKE DETECTORS SHALL SOUND AN ALARM AUDIBLE IN ALL SLEEPING AREAS.7. FIREPLACES WITH GAS LOG LIGHTERS ARE REQUIRED TO HAVE THE FLUE DAMPER PERMANENTLY FIXED IN THE OPEN POSITION AND FIREPLACES WITH LPG LOG LIGHTERS ARE TO HAVE NO "PIT" OR "SUMP" CONFIGURATIONS".8. STATE HEALTH AND SAFETY CODE 17921.9 BANS THE USE OF CHLORINATED POLYVINYLCHLORIDE (CPVC)AND CROSSLINKED POLYETHELYN (PEX) FOR INTERIOR WATER SUPPLY PIPING.9. NEW WATER CLOSETS SHALL USE ≤ 1.28 GAL/FLUSH, LAVATORIES AND FAUCETS ≤ 2.2 GALLONS PER MINUTE (GPM) AND SHOWERS ≤ 2.5 GPM. PROVIDE FAUCETS WITH A MAXIMUM FLOW OF 2.2 GALLONS PER MINUTE (GPM).10. PERMANENT VACUUM BREAKERS SHALL BE INCLUDED WITH ALL NEW HOSE BIBS.11. PROVIDE ULTRA-LOW FLUSH TOILETS (NOT TO USE MORE THAN 1.6 GALLONS OF WATER PER FLUSH).12. FIRE STOPS SHALL BE INCLUDED IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES, AT THE CEILING AND FLOOR LEVELS AND AT 10 FOOT INTERVALS BOTH VERTICAL AND HORIZONTAL; AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCURS AT SOFFITS, DROP CEILINGS AND COVE CEILINGS; IN CONCEALED SPACES BETWEEN STRINGERS AT THE TOP AND BOTTOM OF THE RUN AND BETWEEN STUDS ALONG AND INLINE WITH THE RUN OF STAIRS IF THE WALLS UNDER THE STAIRS ARE UNFINISHED; IN OPENINGS AROUND PIPES, VENTS, DUCTS, CHIMNEYS, FIREPLACES AND SIMILAR OPENINGS WHICH AFFORD PASSAGE FOR FIRE AT CEILING AND FLOOR LEVEL, WITH NON-COMBUSTIBLE MATERIALS.13. GAS VENTS AND NON-COMBUSTIBLE PIPING IN WALLS, PASSING THROUGH THREE FLOORS OR LESS, SHALL BE EFFECTIVELY DRAFT-STOPPED AT EACH FLOOR OR CEILING.14. SURFACE WATER SHALL DRAIN AWAY FROM BUILDING. THE GRADE SHALL FALL A MINIMUM 5% OR 6" WITHIN THE FIRST 10 FEET(2% FOR IMPERVIOUS SURFACES).15. THE CONTROL VALVES IN BATHTUBS, WHIRLPOOL BATHTUBS, SHOWERS AND TUB-SHOWER COMBINATIONS MUST BE PRESSURE BALANCED OR THERMOSTATIC MIXING VALVES.16. ATTIC VENTILATION OPENINGS SHALL BE COVERED WITH CORROSION-RESISTANT METAL MESH WITH 1/16" MIN TO 1/8" MAX. OPENINGS.17. WHERE EAVE VENTS ARE INSTALLED, INSULATION SHALL NOT BLOCK THE FREE FLOW OF AIR. A MIN. OF 1" OF AIR SPACE SHALL BE PROVIDED BETWEEN INSULATION AND ROOF SHEATHING.18. DECORATIVE SHROUDS SHALL NOT BE INSTALLED AT THE TERMINATION OF CHIMNEYS FOR FACTORY-BUILT FIREPLACES, EXCEPT WHERE SHROUDS ARE LISTED AND LABELED FOR USE WITH THE SPECIFIC SYSTEM AND INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS.19. GUARD RAILS TO HAVE A HEIGHT OF 42" (MAY BE 34" ALONG THE SIDES OF STAIRS). OPENINGS BETWEEN RAILINGS SHALL BE LESS THAN 4". SEE STRUCTURAL PLANS FOR DETAILS AND CALCULATIONS SHOWING DESIGN TO RESIST A LOAD OF 200 LBS ANYWHERE ALONG THE TOP RAIL.HVAC NOTES1. ALL LIVING AREAS TO BE SERVED BY HEATING/COOLING (HEAT PUMP)2. FIRST FLOOR AND BASEMENT TO BE SERVED BY HVAC UNIT IN BASEMENT3. SECOND FLOOR TO BE SERVED BY HVAC UNIT LOCATED ABOVE PANTRY4. BASEMENT HVAC TO HAVE PUMP FOR CONDENSATE LINETABLE 4.303.2 FIXTURE FLOW RATES FIXTURE TYPE MAXIMUM FLOW RATE AT ≥ 20 % REDUCTION Showerheads 2 gpm @ 80 psi Lavatory faucets, residential 1.5 gpm @ 60 psi (2) Kitchen faucets 1.8 gpm @ 60 psi Gravity tank type water closets 1.28 gallons/flush (1) Flushometer tankwater closets 1.28 gallons/flush (1) Flushometer valvewater closets 1.28 gallons/flush (1) Electromechanical hydraulic water closets 1.28 gallons/flush (1) PLUMBING NOTES1. Includes single and dual flush water closets with an effective flush of 1.28 gallons or less. Single flush toilets—the effective flush volume shall not exceed 1.28 gallons (4.8 liters). The effective flush volume is the average flush volume when tested in accordance with ASME a112.19.233.2. Dual flush toilets - the effective flush volume shall not exceed 1.28 gallons (4.8 liters). The effective flush volume is defined as the composite, average flush volume of two reduced flushes and one full flush. Flush volumes will be tested in accordance with ASME a112.19.2 and ASME a112.19.14. 2. Lavatory faucets shall not have a flow rate less than 0.8 GPM at 20 psi. SUBMITTALS / REVISIONS# Date Revision/Submittal
AE11456338' - 5 3/4"12' - 7 1/4"5' - 6 1/4"8' - 5 3/4"29' - 9 3/4"23' - 0"8' - 1 1/2"2' - 9 7/8"5' - 11 1/4"5' - 11 1/4"5' - 11 1/4"34353640393837OPEN TO BELOWOPENTOBELOWBrian Church Architecture507 S. Cedros AveSolana Beach, CA 92075(858) 793-3437DATE:SHEETSCALE:DISCLAIMER: THESE PLANS ARE CONCEPTUAL ONLY WITH NO CLAIMS OR WARRANTIES, EXPRESSED OR IMPLIED AS TO ACCURACY, SCALE OR COMPLETENNESS BY THE ARCHITECT, CLIENT OR ANY OF THEIR PARTNERS, EMPLOYEES OR AFFILIATES.STATE OF CALIFORNIABRIANCHURCHLICENSED ARCHITECTREN.DATE:09/30/17C-22,251COASTAL DEVELOPMENT PERMIT APPLICATION SET - NOT FOR CONSTRUCTION 1/4" = 1'-0"8/14/2017 10:42:31 AMA3ROOF LEVEL PLAN08/09/17PRITCHARD RESIDENCE5098 SHORE DRIVE, CARLSBAD, CA 92008 1/4" = 1'-0"ROOF LEVEL PLANPLAN NOTES1. ALL SMOKE DETECTORS ARE SHOWN ON REFLECTED CEILING PLANS2. SMOKE DETECTORS SHALL BE PERMANENTLY WIRED WITH BATTERY BACK-UP.3. SMOKE DETECTORS SHALL SOUND AN ALARM AUDIBLE IN ALL SLEEPING AREAS.4. STATE HEALTH AND SAFETY CODE 17921.9 BANS THE USE OF CHLORINATED POLYVINYLCHLORIDE (CPVC)AND CROSSLINKED POLYETHELYN (PEX) FOR INTERIOR WATER SUPPLY PIPING.5. FIRE STOPS SHALL BE INCLUDED IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES, AT THE CEILING AND FLOOR LEVELS AND AT 10 FOOT INTERVALS BOTH VERTICAL AND HORIZONTAL; AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCURS AT SOFFITS, DROP CEILINGS AND COVE CEILINGS; IN CONCEALED SPACES BETWEEN STRINGERS AT THE TOP AND BOTTOM OF THE RUN AND BETWEEN STUDS ALONG AND INLINE WITH THE RUN OF STAIRS IF THE WALLS UNDER THE STAIRS ARE UNFINISHED; IN OPENINGS AROUND PIPES, VENTS, DUCTS, CHIMNEYS, FIREPLACES AND SIMILAR OPENINGS WHICH AFFORD PASSAGE FOR FIRE AT CEILING AND FLOOR LEVEL, WITH NON-COMBUSTIBLE MATERIALS.6. GAS VENTS AND NON-COMBUSTIBLE PIPING IN WALLS, PASSING THROUGH THREE FLOORS OR LESS, SHALL BE EFFECTIVELY DRAFT-STOPPED AT EACH FLOOR OR CEILING.7. ATTIC VENTILATION OPENINGS SHALL BE COVERED WITH CORROSION-RESISTANT METAL MESH WITH 1/16" MIN TO 1/8" MAX. OPENINGS.8. WHERE EAVE VENTS ARE INSTALLED, INSULATION SHALL NOT BLOCK THE FREE FLOW OF AIR. A MIN. OF 1" OF AIR SPACE SHALL BE PROVIDED BETWEEN INSULATION AND ROOF SHEATHING.9. DECORATIVE SHROUDS SHALL NOT BE INSTALLED AT THE TERMINATION OF CHIMNEYS FOR FACTORY-BUILT FIREPLACES, EXCEPT WHERE SHROUDS ARE LISTED AND LABELED FOR USE WITH THE SPECIFIC SYSTEM AND INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS.HVAC NOTES1. ALL LIVING AREAS TO BE SERVED BY HEATING/COOLING (HEAT PUMP)2. FIRST FLOOR AND BASEMENT TO BE SERVED BY HVAC UNIT IN BASEMENT3. SECOND FLOOR TO BE SERVED BY HVAC UNIT LOCATED ABOVE PANTRY4. BASEMENT HVAC TO HAVE PUMP FOR CONDENSATE LINE5. PHOTOVOLATIC PANEL ARRAY LOCATED ON ROOF.SUBMITTALS / REVISIONS# Date Revision/Submittal
1A6.12A6.12A6.01A6.2AACEE1145662' - 3 1/4"1' - 10 1/2"3' - 0"1' - 8"1' - 11 1/2"1' - 8"2' - 0"1' - 5"2' - 6"2' - 0"2' - 0"2' - 6"2' - 0"1' - 11"1' - 8 1/2"1' - 11"2' - 0"1' - 8"1' - 8"2' - 0"2' - 0"1' - 8"4" / 12"4" / 12"4" / 12"4" / 12"4" / 12"4" / 12"4" / 12"4" / 12"4" / 12"4" / 12"4" / 12"4" / 12"4" / 12"4" / 12"1" / 12"2" / 12"2" / 12"2" / 12"2" / 12"2" / 12"2" / 12"2" / 12"1A6.0DECK BELOWDECK BELOWCRICKETCRICKET...4" / 12"4C3Brian Church Architecture507 S. Cedros AveSolana Beach, CA 92075(858) 793-3437DATE:SHEETSCALE:DISCLAIMER: THESE PLANS ARE CONCEPTUAL ONLY WITH NO CLAIMS OR WARRANTIES, EXPRESSED OR IMPLIED AS TO ACCURACY, SCALE OR COMPLETENNESS BY THE ARCHITECT, CLIENT OR ANY OF THEIR PARTNERS, EMPLOYEES OR AFFILIATES.STATE OF CALIFORNIABRIANCHURCHLICENSED ARCHITECTREN.DATE:09/30/17C-22,251COASTAL DEVELOPMENT PERMIT APPLICATION SET - NOT FOR CONSTRUCTION 1/4" = 1'-0"8/14/2017 10:42:32 AMA3.1ROOF PLAN - UPPER08/09/17PRITCHARD RESIDENCE5098 SHORE DRIVE, CARLSBAD, CA 92008 1/4" = 1'-0"ROOF PLAN - UPPERNORTHROOF PLAN NOTES1. USE CLASS "A" CERTAINTEED "LANDMARK" ASPHALT SHINGLES. REFERENCE PRODUCT ICC REPORT ICC-ES ESR-1389 AND UL CERTIFICATE NUMBER 20130517-R684A.SUBMITTALS / REVISIONS# Date Revision/Submittal
SECOND FLOOR53' - 1 5/8"FIRST FLOOR42' - 0"BASEMENT FLOOR PLAN31' - 10 3/8"T.O. PLATE52' - 1"BSMT PLATE40' - 11 3/8"T.O. PLATE 263' - 2 5/8"16090803023334EXISTING GRADEAPPROVED SPARKARRESTOR/SHROUDCLASS "A" CERTAINTEED "LANDMARK" COMPOSITION ASPHALT SHINGLE ROOF.COLOR: THUNDER GRAYCEDAR RAILING;PAINTED WHITEALLURA FIBER CEMENTCEDAR LAP SIDING.COLOR: PACIFIC BLUE1 x 6 CORNER TRIMPAINTED WHITE3' - 6" MIN.LINE OF EXTERIORDECK FLOORALLURA FIBER CEMENT7" SHINGLES.COLOR: PACIFIC BLUE5' - 3 1/4"PROPOSEDGRADE21T.O. PLATE 362' - 2 1/8"PROPOSEDGRADEPROPOSEDGRADE29' - 2"1 x 8 CORNER TRIMPAINTED WHITE14423031FLOOR OF LIGHT WELL29' - 0"LINE 30' - 0" MAX. BUILDING HEIGHT;FOLLOWS LOWEST OF EXISTING ORPROPOSED GRADE, TYP. ALL ELEVATIONSWALL OF LIGHT WELLWALL OF LIGHT WELLEXISTING GRADE*NOTE:GUARDRAIL FOR LIGHT WELLNOT SHOWN FOR CLARITY480726EXISTING AND PROPOSED GRADE ARE THE SAME HEREPROPOSED GRADEEXISTINGGRADEMAX. HEIGHT FROM EXISTING GRADE (LOWEST)29' - 2"1' - 5 1/8"WOOD GARAGE DOOR;PAINTED WHITE4022ALLURA FIBER CEMENTCEDAR LAP SIDING.COLOR: PACIFIC BLUE1 x 6 CORNER TRIMPAINTED WHITEALLURA FIBER CEMENT 7" SHINGLES.COLOR: PACIFIC BLUEWOOD FASCIA;PAINTED WHITE2' - 3"23' - 4"24' - 4 1/2"322' - 0"30' - 0" BUILDING HEIGHT ENVELOPEORNAMENTAL GATE AND WOOD FENCE;MAX. HEIGHT = 6' - 0" ABOVE FINISHED GRADEBrian Church Architecture507 S. Cedros AveSolana Beach, CA 92075(858) 793-3437DATE:SHEETSCALE:DISCLAIMER: THESE PLANS ARE CONCEPTUAL ONLY WITH NO CLAIMS OR WARRANTIES, EXPRESSED OR IMPLIED AS TO ACCURACY, SCALE OR COMPLETENNESS BY THE ARCHITECT, CLIENT OR ANY OF THEIR PARTNERS, EMPLOYEES OR AFFILIATES.STATE OF CALIFORNIABRIANCHURCHLICENSED ARCHITECTREN.DATE:09/30/17C-22,251COASTAL DEVELOPMENT PERMIT APPLICATION SET - NOT FOR CONSTRUCTION 1/4" = 1'-0"8/14/2017 10:42:40 AMA5.0ELEVATIONS08/09/17PRITCHARD RESIDENCE5098 SHORE DRIVE, CARLSBAD, CA 92008 1/4" = 1'-0"ELEVATION - EAST 1/4" = 1'-0"ELEVATION - NORTHSUBMITTALS / REVISIONS# Date Revision/Submittal
25242321271106403938370405ALUMINUM CLADWOOD WINDOWSCOLOR: WHITECASED WOOD COLUMNS;PAINTED WHITETHIN MASONRY VENEERAPPROVED SPARKARRESTOR/SHROUDBRICK MASONRYWALL2X8 BEVELED CEDAR CAP;PAINTED WHITEALLURA FIBER CEMENTCEDAR LAP SIDING.COLOR: PACIFIC BLUEALLURA FIBER CEMENT7" SHINGLES.COLOR: PACIFIC BLUEPROPOSED FINISH GRADEEXISTING GRADECLASS "A" CERTAINTEED "LANDMARK" COMPOSITION ASPHALT SHINGLE ROOF.COLOR: THUNDER GRAYWOOD DOOR;PAINTED WHITEALUMINUM CLADWOOD WINDOWS;COLOR: WHITE1' - 5"28' - 2"5' - 3 1/4"4126GUARDRAIL;PAINTED WHITESTAINLESS STEELCABLE RAILINGLINE OF 30' - 0" BUILDINGHEIGHT ENVELOPEEXISTING GRADE3' - 6" MIN.CONCRETE LANDSCAPERETAINING WALL WITHWOOD FENCING; MAX.COMBINED HEIGHT = 6' - 0"3' - 6"2' - 6"1' - 0"2' - 6"4112181710192022FINISHGRADE27' - 11"LINE OF DECKBEHIND WALL3' - 6" MIN.8' - 9 1/4"4833THIN MASONRY VENEERAPPROVED SPARKARRESTOR/SHROUD24' - 5"LIGHT WELLFLOOR29' - 0"LINE OF 30' - 0" BUILDING HEIGHT ENVELOPEBASEMENT WALLLIGHT WELL WALLPROPOSED FINISH GRADEEXISTING GRADEEXISTINGGRADE24' - 5"1' - 5"28' - 9"3' - 6" MIN.6' - 0" MAX. HEIGHTBrian Church Architecture507 S. Cedros AveSolana Beach, CA 92075(858) 793-3437DATE:SHEETSCALE:DISCLAIMER: THESE PLANS ARE CONCEPTUAL ONLY WITH NO CLAIMS OR WARRANTIES, EXPRESSED OR IMPLIED AS TO ACCURACY, SCALE OR COMPLETENNESS BY THE ARCHITECT, CLIENT OR ANY OF THEIR PARTNERS, EMPLOYEES OR AFFILIATES.STATE OF CALIFORNIABRIANCHURCHLICENSED ARCHITECTREN.DATE:09/30/17C-22,251COASTAL DEVELOPMENT PERMIT APPLICATION SET - NOT FOR CONSTRUCTION 1/4" = 1'-0"8/14/2017 10:42:47 AMA5.1ELEVATIONS08/09/17PRITCHARD RESIDENCE5098 SHORE DRIVE, CARLSBAD, CA 92008 1/4" = 1'-0"A5.11ELEVATION WEST 1/4" = 1'-0"A5.12ELEVATION - SOUTHSUBMITTALS / REVISIONS# Date Revision/Submittal
SECOND FLOOR53' - 1 5/8"FIRST FLOOR42' - 0"BASEMENT FLOOR PLAN31' - 10 3/8"T.O. PLATE52' - 1"BSMT PLATE40' - 11 3/8"T.O. PLATE 263' - 2 5/8"26' - 8"PROPOSEDFINISH GRADEEXISTGRADELIGHTWELL10' - 1"10' - 1"9' - 1"1' - 0 5/8"1' - 0 5/8"RAFTERS PER STRUCTURAL.PAINTED WHITE, TYP.RAFTERS PERSTRUCTURAL.PAINTED WHITE, TYP.BEAM PER STRUCTURAL.PAINTED WHITE, TYP.BEAM PERSTRUCTURAL.PAINTED WHITE, TYP.29' - 5 1/8"LINE 30' - 0" MAX. BUILDING HEIGHTSECOND FLOOR53' - 1 5/8"FIRST FLOOR42' - 0"BASEMENT FLOOR PLAN31' - 10 3/8"GRADE41' - 3"10' - 1"T.O. PLATE52' - 1"BSMT PLATE40' - 11 3/8"T.O. PLATE 263' - 2 5/8"1' - 0 5/8"SUMP AND PUMP FOR DRAINAGE OF LIGHTWELL. DRAINAGE LINE TO CONNECT TO SITE STORM WATER SYSTEM.LINE 30' - 0" MAX. BUILDING HEIGHT9' - 1"Brian Church Architecture507 S. Cedros AveSolana Beach, CA 92075(858) 793-3437DATE:SHEETSCALE:DISCLAIMER: THESE PLANS ARE CONCEPTUAL ONLY WITH NO CLAIMS OR WARRANTIES, EXPRESSED OR IMPLIED AS TO ACCURACY, SCALE OR COMPLETENNESS BY THE ARCHITECT, CLIENT OR ANY OF THEIR PARTNERS, EMPLOYEES OR AFFILIATES.STATE OF CALIFORNIABRIANCHURCHLICENSED ARCHITECTREN.DATE:09/30/17C-22,251COASTAL DEVELOPMENT PERMIT APPLICATION SET - NOT FOR CONSTRUCTION 3/16" = 1'-0"8/14/2017 10:42:48 AMA6.0SECTIONS08/09/17PRITCHARD RESIDENCE5098 SHORE DRIVE, CARLSBAD, CA 92008 3/16" = 1'-0"A6.01SECTION A-A 3/16" = 1'-0"A6.02SECTION B-BSUBMITTALS / REVISIONS# Date Revision/Submittal
SECOND FLOOR53' - 1 5/8"FIRST FLOOR42' - 0"BASEMENT FLOOR PLAN31' - 10 3/8"T.O. PLATE52' - 1"BSMT PLATE40' - 11 3/8"10' - 1"1' - 0 5/8"1' - 0 5/8"T.O. PLATE 362' - 2 1/8"EXIST. CONC. WALLW/ FENCE TO REMAINLINE 30' - 0" MAX. BUILDING HEIGHT10' - 1"9' - 1"SECOND FLOOR53' - 1 5/8"FIRST FLOOR42' - 0"BASEMENT FLOOR PLAN31' - 10 3/8"T.O. PLATE52' - 1"BSMT PLATE40' - 11 3/8"T.O. PLATE 362' - 2 1/8"FINISHGRADEEXIST. CONCRETEWALL W/ FENCETO REMAINEXISTINGGRADELINE OF 30' - 0" BUILDINGHEIGHT ENVELOPE9' - 1"10' - 1"Brian Church Architecture507 S. Cedros AveSolana Beach, CA 92075(858) 793-3437DATE:SHEETSCALE:DISCLAIMER: THESE PLANS ARE CONCEPTUAL ONLY WITH NO CLAIMS OR WARRANTIES, EXPRESSED OR IMPLIED AS TO ACCURACY, SCALE OR COMPLETENNESS BY THE ARCHITECT, CLIENT OR ANY OF THEIR PARTNERS, EMPLOYEES OR AFFILIATES.STATE OF CALIFORNIABRIANCHURCHLICENSED ARCHITECTREN.DATE:09/30/17C-22,251COASTAL DEVELOPMENT PERMIT APPLICATION SET - NOT FOR CONSTRUCTION 3/16" = 1'-0"8/14/2017 10:42:49 AMA6.1SECTIONS08/09/17PRITCHARD RESIDENCE5098 SHORE DRIVE, CARLSBAD, CA 92008 3/16" = 1'-0"Section C-C 3/16" = 1'-0"Section D-DSUBMITTALS / REVISIONS# Date Revision/Submittal
SECOND FLOOR53' - 1 5/8"T.O. PLATE52' - 1"BSMT PLATE40' - 11 3/8"8' - 3 7/8"1' - 3 1/4"3/4"112612062324252721373839400405LINE OF 30' - 0" BUILDINGHEIGHT ENVELOPEEXISTING GRADEEXISTING LANDSCAPEWALL AND FENCE1' - 6"10' - 1"9' - 1"Brian Church Architecture507 S. Cedros AveSolana Beach, CA 92075(858) 793-3437DATE:SHEETSCALE:DISCLAIMER: THESE PLANS ARE CONCEPTUAL ONLY WITH NO CLAIMS OR WARRANTIES, EXPRESSED OR IMPLIED AS TO ACCURACY, SCALE OR COMPLETENNESS BY THE ARCHITECT, CLIENT OR ANY OF THEIR PARTNERS, EMPLOYEES OR AFFILIATES.STATE OF CALIFORNIABRIANCHURCHLICENSED ARCHITECTREN.DATE:09/30/17C-22,251COASTAL DEVELOPMENT PERMIT APPLICATION SET - NOT FOR CONSTRUCTION 3/16" = 1'-0"8/14/2017 10:50:53 AMA6.2SECTIONS08/09/17PRITCHARD RESIDENCE5098 SHORE DRIVE, CARLSBAD, CA 92008 3/16" = 1'-0"A6.21SECTION E-ESUBMITTALS / REVISIONS# Date Revision/Submittal
1 1
1
1
1
1
1
1
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1
1 1 1 1 1
DNWDDNDNDNUPXXXXXXXXXX XXXXXXXXX
XXGARAGE7MUD ROOM8ENTRY9MASTERBEDROOM11MASTERCLOSET12MASTER BATH1330'-0".GVPR W
A
2
C
B
1-1/4"2B
TO HOUSE
1-1/4"1-1/4"
SH/MW
5 GPM
1"2
SH/LW
2 GPM
1"3
SH/LW
2 GPM
1"1
TR/MW
2 GPM
1"4
TR/LW
2 GPM
1"9
SH/LW
2 GPM
1"7
C S
IRRIGATION CONTROLLER
DRIPLINE LAYOUT NOTE
IRRIGATION VALVE NOTE
IRRIGATION VALVE NOTE
CONTRACTOR SHALL SET PRESSURE
REGULATOR FOR IRRIGATION AT 50 PSI.
VERIFY FURTHEST VALVE STATION (STA. 7)
HAS PROPER PRESSURE AND THAT NO
MISTING APPEARS FROM ALL HEADS,
TYPICAL. ADJUST AS NECESSARY.
PLUMBER TO MAKE 'TEE' CONNECTION
FROM DOMESTIC SERVICE LINE FOR
LANDSCAPE IRRIGATION MAINLINE WITH
SEPARATE SHUTOFF VALVE.
CONTRACTOR SHALL VERIFY EXACT
LOCATION AND SIZE OF WATER METER IN
FIELD.
POINT OF CONNECTION
CONTRACTOR SHALL LAYOUT DRIPLINE TUBING
PARALLEL WITH ANY SLOPE GRADE THAT MAY
OCCUR. CONTRACTOR SHALL FOLLOW
MANUFACTURERS RECOMMENDATIONS AND
DESIGN GUIDELINES (EMITTER SPACING,
NUMBER OF ROWS), TYPICAL.
RECOMMENDED VALVE LOCATIONS,
CONTRACTOR SHALL COORDINATE WITH
LANDSCAPE ARCHTIECT, TYPICAL.
CONTRACTOR SHALL INSTALL ALL REMOTE
CONTROL VALVES IN AN ACCESSIBLE SHRUB
AREA IN A VALVE GROUP (MANIFOLD)
WHENEVER POSSIBLE, TYPICAL.
RECOMMENDED LOCATION OF NEW IRRIGATION
'SMART' CONTROLLER WITH ON-SITE WEATHER
STATION. CONTRACTOR SHALL COORDINATE
EXACT FINAL LOCATION WITH OWNER AND
LANDSCAPE ARCHITECT.
1"1"1"
1"
1"1"
1"
SPA
1"
1-1/4"
1"
TR/LW
3 GPM
1"5
GC/LW
2 GPM
1"6
VN/MW
4 GPM
1"8
IRRIGATION VALVE NOTE
VALVE STATION 6 (GROUNDCOVER) SHALL
BE IRRIGATED WITH DRIPLINE IN BETWEEN
PAVERS/HARDSCAPE OUTLINED BY DASHED
AREA (SHOWN).15'-0"15'-0"12/13/2016 11:19:57 AMPRITCHARD RESIDENCE5098 SHORE DRIVE, CARLSBAD, CA 92008SUBMITTALS / REVISIONS
#Date Revision/Submittal
Brian ChurchArchitecture330 S. Cedros AveSolana Beach, CA 92075(858) 793-3437DATE:
SHEET
SCALE:DISCLAIMER: THESE PLANS ARE CONCEPTUAL ONLY WITH NO CLAIMS OR WARRANTIES, EXPRESSED OR IMPLIED AS TO ACCURACY, SCALE OR COMPLETENNESS BY THE ARCHITECT, CLIENT OR ANY OF THEIR PARTNERS, EMPLOYEES OR AFFILIATES.STATE OFCALIFORNIABRIAN
CHURCH
LICENSED ARCHITECT
REN.
DATE:09/30/17C-22,251COASTAL DEVELOPMENT PERMIT APPLICATION SET - NOT FOR CONSTRUCTIONSHORE DR
SITE
CANN
O
N
R
D
CARLSBAD BLVD
CITY OF
CARLSBAD
1/3/17
3/20/17Resubmittal
1
8" = 1'-0"
Under Ground
Service Alert
of Southern California
CALL TOLL FREE
1-800-422-4133
TWO WORKING DAYS BEFORE YOU DIG
1 1/2"
2"
SIZE
1"
3/4"
1 1/4"
GPM
SCH 40 PVC
(MAX.)
30
50
22
12
7
WIRE SLEEVE SIZING:
2 1/2" - 4"
1 1/4" - 1 1/2"
3/4" - 1"
PIPE SIZE
4" SCH 40 PVC
2" SCH 40 PVC
6" SCH 40 PVC
SLEEVE SIZE
2" SCH 40 PVC
3" SCH 40 PVC
4" SCH 40 PVC2"
PVC PIPE SLEEVING SHALL BE TWICE THE PIPE SIZE,
TYPICAL.
SLEEVING SHALL EXTEND A MIN. OF ONE (1') FOOT
PAST HARDSCAPE EDGE, TYPICAL.
A 4" MAINLINE SLEEVE
B 2" LATERAL LINE SLEEVE
C 2" WIRE SLEEVE
2 NO. OF SLEEVES REQ.'D
(PER CALLOUT)
PVC TYPE (SCHEDULE) PER LEGEND ABOVE.
PIPE SIZING LEGENDPIPE SLEEVING LEGEND
PIPE SLEEVING KEY
CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION
IRRIGATION GENERAL NOTES
CONTROLLER MODEL WEATHERMATIC SL1600
CONTROLLER NOTE:
INSTALLATION OF CONTROLLER SHALL BE INSTALLED PER
MANUFACTURERS SPECIFICATIONS. THE CONTRACTOR SHALL VERFIY
THE CONTROLLER, WEATHER STATION, AND ALL ITS COMPONENTS, ARE
IN PROPER OPERATING ORDER PRIOR TO ANY IRRIGATION SYSTEM
WALK THRU AND COVERAGE TEST.
INSTALL NEW WEATHERMATIC SERIES IRRIGATION CONTROLLER IN A
LOCKABLE OUTDOOR WALL MOUNT ENCLOSURE, WITH ONSITE WEATHER
STATION (MODEL SLW5) TO BE INSTALLED PER MANUFACTURERS
SPECIFICATIONS. REFER TO LEGEND (SHEET LI3.01, SECTION C) FOR
SPECIFIC CONTROLLER FEATURES TO BE UTILIZED FOR PROGRAMMING.
P.O.C. SYSTEM 'A' - IRRIGATION CONTROLLER
1. IRRIGATION HEADS/EMISSION DEVICES
LOCATE ALL HEADS 24 INCHES FROM BUILDINGS, WALLS, FENCES,
WALKWAYS, AND ANY NON- PERMEABLE SURFACE, IN ORDER TO
PREVENT OVERSPRAY, AND RUNOFF, WHICH CONTRIBUTE TO SYSTEM
INEFFICIENCY.
IRRIGATION EMISSION DEVICES SHALL BE ADJUSTED IN THE FIELD IN
ORDER TO PREVENT OVERSPRAY AND RUNOFF.
LOCATE FIRST ROWS OF SUBSURFACE DRIPLINE TWO (2") INCHES FROM
HARDSCAPES AND FOUR (4") INCHES FROM SOFTSCAPES, AT AN EVEN
DEPTH UP TO SIX (6") INCHES. REFER TO SOILS REPORT FOR TEXTURE
AND VERIFY DRIPLINE INTERVAL, ROW SPACING AND EMITTER FLOW
RATE ARE PER MANUFACTURERS SPECIFICATIONS FOR SPECIFIC SOIL
TYPE.
2. VALVE BOX LOCATIONS
VALVE BOXES SHALL BE LOCATED OUT OF PRIMARY VISUAL AREAS,
AND IN SHRUB AREAS WHENEVER POSSIBLE. LOCATION SHALL BE
ACCESSIBLE FOR MAINTENANCE PURPOSES AND WITHIN
CORRESPONDING MAINTENANCE AREA. COORDINATE LOCATION
WITH LANDSCAPE ARCHITECT.
VALVE BOXES SHALL BE INSTALLED 1" ABOVE FINISHED GRADE IN TURF
AREAS AND 2" ABOVE FINISHED GRADE IN GROUNDCOVER/SHRUB
AREAS.
3. SPARE VALVE WIRES
THE CONTRACTOR SHALL RUN A MINIMUM OF TWO (2) SPARE WIRES
AT THE END OF EACH IRRIGATION MAINLINE RUN. SPARE WIRES SHALL
BE OF A DIFFERENT COLOR TO DIFFERENTIATE FROM VALVES IN USE,
AND SHALL BE INSTALLED, WITH COMMON WIRE, IN A ROUND VALVE
BOX MARKED 'SW'.
4. IRRIGATION PIPE SIZING
ALL PIPE SIZING CALLOUTS ARE REFERRED TO IN INCHES IN PIPE SIZING
LEGEND ON SHEET. ALL PIPE SIZING BETWEEN CALLOUTS SHALL BE OF
SAME SIZE AS CALLOUTS.
5. MULCH
CONTRACTOR SHALL PROVIDE 3" MULCH COVER IN SHRUB AREAS
WITH SLOPES LESS STEEP THAN 3:1. REFER TO PLANTING PLANS FOR
SPECIFIC MULCH TYPE.
6. MAINLINE AND LATERAL LINES
FOR ANY SLOPE 3:1 OR FLATTER, PVC MAINLINE AND LATERAL LINES
SHALL BE BURIED. FOR SLOPES STEEPER THAN 3:1, ON-GRADE PIPE
(UVR) SHALL BE SPECIFIED ONLY WHEN DEMONSTRATED TO THE
SATISFACTION OF THE CITY THAT THE EXISTING CONDITION (EX.:
ROCKY TERRAIN) WOULD PREVENT TRENCHING. #4x24" REBAR
J-HOOKS SHALL BE USED FOR ON-GRADE PIPE, INSTALL EVERY TEN(10")
FEET MAXIMUM.
7. IRRIGATION STREET SLEEVING
THE CONTRACTOR SHALL AS-BUILT THE STATION NUMBER FOR ALL
SLEEVING IN THE STREET ON THE AS-BUILT RECORD PLANS.
8. IRRIGATION LAYOUT NOTE
THESE PLANS ARE DIAGRAMMATIC. THE IRRIGATION MAINLINE,
LATERAL LINES, VALVES AND OTHER IRRIGATION COMPONENTS ARE
SHOWN FOR CLARITY AND SHALL BE INSTALLED IN PLANTING AREAS
WITHIN THE SCOPE OF WORK, PREFERABLY SHRUB AREAS, WHERE
APPLICABLE, UNLESS OTHERWISE NOTED. CONTRACTOR SHALL
PROVIDE THE OWNER WITH AS-BUILT PLANS INDICATING EXACT
LOCATION OF INSTALLED IRRIGATION EQUIPMENT AND ITS
COMPONENTS WITHIN 30 DAYS OF COMPLETION OF PROJECT.
9. PRESSURE REGULATING DEVICES ARE REQUIRED IF WATER PRESSURE
IS BELOW OR EXCEEDS THE RECOMMENDED PRESSURE OF THE
SPECIFIED IRRIGATION DEVICES.
10. CHECK VALVES OR ANTI-DRAIN VALVES ARE REQUIRED ON ALL
SPRINKLER HEADS WHERE A LOW POINT DRAINAGE COULD OCCUR.
I HAVE COMPLIED WITH THE CRITERIA OF THE ORDINANCE AND APPLIED
THEM FOR THE EFFICIENT USE OF WATER IN THE LANDSCAPE DESIGN
PLANS.
THESE PLANS SHALL CONFORM TO THE STANDARDS AND GUIDELINES SET
FORTH BY THE MODEL WATER EFFICIENT LANDSCAPE ORDINANCE (AB
1881). ANY DISCREPANCIES FOUND PRIOR TO OR UPON INSTALLATION
PER THESE PLANS AND/OR PER FIELD CONDITIONS, SHALL BE BROUGHT
TO THE ATTENTION OF THE IRRIGATION DESIGNER, LANDSCAPE
ARCHITECT OR OWNER IMMEDIATELY SO THAT SAID ISSUES MAY BE
ADDRESSED, AND AN ACCEPTABLE AND COMPLIANT SOLUTION CAN BE
IMPLEMENTED.
MWELO (AB 1881) NOTE
CONTRACTOR SHALL CONFORM TO AB 1881 (MODEL WATER
EFFICIENCY LANDSCAPE ORDINANCE) STANDARDS AND COMPLY WITH
REQUIREMENTS.
CONTRACTOR SHALL MAKE ANY ADJUSTMENTS NECESSARY TO THE
IRRIGATION SPRAY SYSTEM (NOZZLE ADJUSTMENT, PCS SCREENS) TO
AVOID OVERSPRAY ONTO ANY HARDSCAPE (BUILDINGS, WALLS,
FENCES, WALKS, ETC.) AND TO AVOID RUNOFF.
CONTRACTOR SHALL MAKE ANY ADJUSTMENTS NECESSARY TO THE
IRRIGATION EMISSION SYSTEM (EMITTER FLOW ADJUSTMENT) TO AVOID
RUNOFF IN CONJUNCTION WITH IRRIGATION RUNTIMES.
CONTRACTOR SHALL REFER TO SOILS REPORT AND EVALUATE EXISTING
SITE CONDITIONS IN ORDER TO PROPERLY SCHEDULE IRRIGATION
RUNTIMES
IRRIGATION NOTES
VALVE STATION DATA CHART
STATION NO.PLANT TYPE HYDROZONE VALVE SIZE FLOW (GPM)PRECIP. RATE (IN/HR)AREA (SF)
1 1"6 0.90 399
2 2 1075
3 3 684
4 3 48
5 2 60
6 2 78
7 4 57
SHRUBS
1"
1"
1"
1"
1"
1"
1314TOTAL LW
1265TOTAL MW
2579LANDSCAPE TOTAL
8 4 1421"
WATER METER SIZE/NO.:
DESIGN WATER PRESSURE:
MAXIMUM DESIGN FLOW:
STATIC WATER PRESSURE AT METER:
P.O.C. SYSTEM 'A' - POTABLE WATER SERVICE
CONTRACTOR SHALL VERIFY THE WATER METER SIZE AND STATIC WATER
PRESSURE PRIOR TO PERFORMING ANY IRRIGATION WORK, AS WELL AS
VERIFY ALL IRRIGATION EQUIPMENT AT THE POINT OF CONNECTION
(P.O.C.) SERVING THIS SCOPE OF WORK. CONTRACTOR SHALL VERIFY
ALL IRRIGATION P.O.C. EQUIPMENT IS IN PROPER WORKING ORDER
UPON INSTALLATION OF IRRIGATION SHOWN ON THESE PLANS. ALL
IRRIGATION DEVICES SHALL CONFORM TO ANY STANDARDS AND
GUIDELINES SET FORTH BY THE LOCAL GOVERNING AGENCY.
80 psi *(Pending - To Be Verified)
1" (Verify in field)50 psi
12 gpm
WATER INFORMATION : CARLSBAD MUNICIPAL WATER DISTRICT
5950 EL CAMINO REAL
CARLSBAD, CA 92008
CONTACT: (760) 438-2722
LANDSCAPE AREA 2,579 s.f. (3,508 s.f. w/ non-irrigated)
REFER TO LEGEND SHEET LI-02 FOR DETAILED INFORMATION
PVC IRRIGATION
IRRIGATION SLEEVING
IRRIGATION MAINLINE
IRRIGATION EQUIPMENT SYMBOLS
LATERAL LINE
(POTABLE)
REMOTE CONTROL VALVE
TREE DEEP ROOT WATERING,
TWO (2) PER TREE (MIN.)
PVC TREE LATERAL LINE
REMOTE CONTROL VALVE(LOW VOLUME)
SUBSURFACE DRIPLINE (SHRUB)
MANUAL FLUSH VALVE
PLANT TYPE:
XX
X
XX/XX
CONTROLLER
& STATION
HYDROZONE:
VALVE SIZE
GPM
HW - HIGH
MW - MODERATE
LW - LOW
SH - SHRUBTF - TURFTR - TREEGC - GROUNDCOVER
VALVE STATION KEY
IRRIGATION CONTROLLER
WATER METER (POTABLE)
PRESSURE REGULATOR
GATE/SHUTOFF VALVE
W
GV
PR
SC
DATE
3/15/17
SIGNATURE
I am familiar with the requirements for landscape and irrigation plans contained in the City of
Carlsbad's Landscape Manual and Water Efficient Landscape Regulations. I have prepared this
plan in compliance with those regulations and the Landscape Manual. I certify that the plan
implements those regulations to provide efficient use of water.
L-2
TREES
MODERATE
LOW Irrigation PlanVN - VINE
9 2 361"
SHRUBS
SHRUBS
SHRUBS(GC)
SHRUBS
SHRUBS(VN)
TREES
TREES LOW
LOW
LOW
LOW
LOW
MODERATE
MODERATE
1.80
1.80
1.80
0.90
0.90
0.90
0.90
0.90
929NON-IRRIGATED
3508TOTAL
BUBBLER (VINE), 1 EACH
3. ALL SOLVENT WELD PLASTIC PIPING TO BE SNAKED IN TRENCH.
AND GOVERNING AGENCY TRENCHING GUIDELINES AND REQUIREMENTS AND
1.
NOTES:
LATERAL
SECTION VIEW
IRRIGATION
MAINLINE PIPE
PIPE
CONDUIT
WIRING IN
* RUN WIRING
BENEATH AND
BESIDE
IRRIGATION
MAINLINE. TAPE
AND BUNDLE AT
10 FOOT
INTERVALS.
SLEEVE BELOW ALL HARDSCAPE ELEMENTS WITH CLASS 200 PVC TWICE
THE DIAMETER OF THE PIPE OR WIRE BUNDLE WITHIN.
1) GROUND WIRE
2) POWER SUPPLY WIRES
3) MASTER VALVE WIRE (OPTIONAL)
4) COMMON NEUTRAL WIRE
5) PUMP CIRCUIT WIRES (OPTIONAL)
6) RAIN STAT WIRES (OPTIONAL)
7) VALVE CONTROL WIRES - ONE PER VALVE
EXPANSION COIL
WATER PROOF
CONNECTOR
ELECTRIC VALVE
SPRINKLER HEAD
SPRINKLER HEAD
N
MAINLINE
8) CONDUIT 115V A.C.
9) CONDUIT 24V A.C.
10) WALL MOUNT CONTROLLER
Weathermatic
11) SLW5 WEATHER STATION - WIRELESS
9
6
7
11
10
8
2
1
5
4
3
SECTION VIEW
5. TRENCHING SHALL BE KEPT AT A MINIMUM OF SIX (6") INCHES AWAY FROM
2. FOR PIPE AND WIRE BURIAL DEPTHS SEE SPECIFICATIONS. REFER TO ALL LOCAL
(NON-
PRESSURE)(PRESSURIZED)
4. FOR WIRE W/O CONDUIT - TIE A 24 INCH (24") LOOP IN ALL WIRING AT CHANGES
OF DIRECTION OF 30 DEGREES OR GREATER. UNTIE AFTER ALL CONNECTIONS
1. ALL THREADED CONNECTIONS TO BE WRAPPED WITH TEFLON TAPE OR EQUAL.
TWO (2) REQUIRED
7) ONE (1) CU. FT. OF PEA
GRAVEL AT BASE OF
VALVE BOX
2) ROUND PLASTIC VALVE
3) BALL VALVE
5) PVC MAINLINE
6) PVC MALE ADAPTER
1) 1" IN TURF AREAS
2" IN GROUND COVER
4) FINISH GRADE
1 2
4
3
5
6
7
8
8) 1/4" SQ. 16 GAL.
WELDED WIRE MESH
6) MANUAL FLUSH VALVE,
PER LEGEND.
11) TIE DOWN STAKE, QTY. AS
REQUIRED.
2) PE TUBING TEE FITTING.
8) 1/4" PE TUBING, PER LEGEND.
7) EMITTER ON PE TUBING,
QUANTITY PER CHART.
1) PVC SCH. 40 SUPPLY LINE
3) PE TUBING ELBOW FITTING.
FV
1. 1/4" DISTRIBUTION TUBING NOT TO EXCEED THREE (3') FROM
1/2" OR 3/4" SUPPLY PE TUBING,
2. USE HOLE PUNCH TO CONNECT BARB TO 1/2" OR 3/4" SUPPLY LINE.
NOTES:
3. DO NOT EXCEED 100 - 2GPH EMITTERS PER 1/2" PE TUBING RUN.
4. INSTALL TWO (2) GALVANIZED STAKES OVER EACH OTHER IN 'X' PATTERN
AT EVERY TEE OR WHERE CHANGE OF DIRECTION OCCURS.
2
6
8
7
4
4) 1/2" PE TUBING, PER LEGEND.
5
10
9
3
1
5) PLANT MATERIAL (SHRUB),PER PLAN.
9) BUG CAP, PER LEGEND.
11
10) EMITTER STAKE FOR 1/4"
PE TUBING.
Under Ground
Service Alert
of Southern California
CALL TOLL FREE
1-800-422-4133
TWO WORKING DAYS BEFORE YOU DIG
3) ROOT WATERING SYSTEM:
(INCLUDED)
1) 4-INCH LOCKING GRATE (INCLUDED)
2) BUBBLER: RAIN BIRD 1401 0.25 GPM
10) PVC SCH 40 TEE OR EL
4) FINISH GRADE/TOP OF MULCH
8) 12-INCH SWING ASSEMBLY (INCLUDED)
11) PVC OR POLYETHYLENE LATERAL PIPE
12) 4" WIDE X 36" LONG RIGID BASKET WEAVE
6) 1/2-INCH POLY SWING PIPE (INCLUDED)
7) 1/2-INCH SPIRAL BARB ELBOW (INCLUDED)
9) 1/2-INCH MALE NPT INLET (INCLUDED)
FOR SANDY SOILS
5) OPTIONAL RWS SAND SOCK (RWS-SOCK)
13) 1/2-INCH STRAIGHT SPIRAL BARB FITTING
NOTES:
1. INSTALL PRODUCT SO THAT THE GRATE IS EVEN WITH FINISH GRADE OR TOP OF
MULCH.
2. SAND SOCK (RWS-SOCK) IS 34" IN LENGTH TO COVER MESH BASKET AREA.
3. WHEN INSTALLING IN EXTREMELY HARD OR CLAY SOILS, ADD 34" GRAVEL UNDER
AND AROUND THE UNIT TO ALLOW FASTER WATER INFILTRATION AND ROOT
PENETRATION.
4. ONCE RWS HAS BEEN INSTALLED FILL THE BASKET WITH PEA GRAVEL BEFORE
LOCKING LID.
1
2
3
4
5
6
7
8
910
11
12
CANISTER (INCLUDED)
(1 OF 2, INCLUDED)
13
* CONTRACTOR TO REFER TO ARBORISTS
REPORT ON SPECIFIC TREE IRRIGATION
REQUIREMENTS AND MAKE ANY NECESSARY
ADJUSTMENTS AS NEEDED, TO BOTH BUBBLER
LAYOUT AND IRRIGATION SCHEDULING.
CONTRACTOR SHALL COORDINATE PLACEMENT
OF TREE BUBBLERS FOR PROPER WATERING
APPLICATION FOR NEW AND EXISTING TREES.
6) PVC MAINLINE
8) 6" MIN. PEA GRAVEL
10) PVC MALE ADAPTOR
(ONE REQ. EACH SIDE)
3) PRESSURE REGULATOR
PER LEGEND
9) PVC UNION.
PER LEGEND
1) 2" IN GROUNDCOVER,
LENGTH AS REQUIRED
2) RECTANGULAR VALVE BOX
WITH LOCKING COVER
1" IN TURF AREAS.
5) PVC NIPPLE
HEAT BRANDED 'PR'
4) FINISH GRADE
4
1 2
10
5
6
7
89
3
7) 1/4" SQ. 16 GAL.
WELDED WIRE MESH
NOTES:
1. ALL THREADED CONNECTIONS TO BE WRAPPED WITH TEFLON TAPE OR EQUAL.
APPLY AS REQUIRED.
HAVE BEEN MADE.
HARDSCAPE.
IRRIGATION CONTROLLER
ANGLE VIEW - NOT TO SCALE C
GATE VALVE/SHUTOFF VALVE
SECTION VIEW - NOT TO SCALE A
PRESSURE REGULATOR B
DEEP ROOT TREE WATERING
PLAN VIEW - NOT TO SCALE F
POP-UP HEAD TRENCHING DETAIL
SECTION VIEW - NOT TO SCALE G
J
SUPLLEMENTAL DRIP LAYOUT
ANGLE VIEW - NOT TO SCALE H
ISECTION VIEW - NOT TO SCALE
SECTION VIEW - NOT TO SCALE
STATION I.D. TAG
NOTES:
1. ANTI-SIPHON VALVE(S) SHALL BE INSTALLED A MIN. OF 12" ABOVE HIGHEST
HIGHEST OUTLET ON VALVE CIRCUIT, OR PER LOCAL CODE REQUIREMENT.
2. USE TEFLON TAPE ON PVC THREADING AND BETWEEN TWO DISSIMAILAR MATERIALS.
3. THE USE OF MARLEX STREET ELLS ARE NOT ALLOWED IN PLACE OF PVC SCH.40 STREET ELLS.
STATION I.D. TAG
WATERPROOF CONNECTION
WIRE COIL, 30 INCH. MIN.
ANTI-SIPHON REMOTE CONTROL
SCH. 40 PVC-UVR PIPE
FINISH GRADE
PVC SCH. 40 ELL (2 REQ.'D)
DRIP VALVE ASSEMBLY, PER LEGEND
PVC SCH. 40 LATERAL LINE
INSTALL 6-INCH MIN. ABOVE
HIGHEST POINT OF DISCHARGE
UV RADIATION RESISTANT
PVC SCH 40 MALE ADAPTER
PVC UNION BALL/ SHUTOFF VALVE
6-IN MIN.
12-IN MIN.ABOVE HIGHESTOUTLET
INLINE PRESSURE REGULATOR
PROVIDE ENOUGH CLEARANCE BETWEEN
VALVES FOR REMOVAL OF VALVE UTILIZING
UNION AND OUTLET SIDE OF ASSEMBLY, TYP.
TOP VIEW
VALVE #1 VALVE #2 VALVE #3
6-IN MIN.
123
4
5
6
7 8
1) STATION I.D. TAG
2) WATERPROOF CONNECTION
3) WIRE COIL, 30 INCH. MIN.
4) ANTI-SIPHON REMOTE CONTROL
5) SCH. 40 PVC-UVR PIPE
6) FINISH GRADE
7) PVC SCH. 40 ELL (2 REQ.'D)
DRIP VALVE ASSEMBLY,
6-IN MIN.
PER LEGEND.
8) PVC SCH. 40 LATERAL LINE
NOTES:
1. ANTI-SIPHON VALVE(S) SHALL BE INSTALLED A MIN. OF 12" ABOVE HIGHEST
HIGHEST OUTLET ON VALVE CIRCUIT, OR PER LOCAL CODE REQUIREMENT.
2. USE TEFLON TAPE ON PVC THREADING AND BETWEEN TWO DISSIMAILAR
MATERIALS.
3. THE USE OF MARLEX STREET ELLS ARE NOT ALLOWED IN PLACE OF PVC
SCH. 40 STREET ELLS.
4. CLOSE NIPPLES OR BUSHINGS ARE NOT ALLOWED.
SCH. 40 STREET ELLS.
12-IN MIN.ABOVE HIGHESTOUTLET
9 9) FILTER AND PRESSURE
REGULATOR ASSEMBLY, PER LEGEND.
10
10) PVC UNION BALL/ SHUTOFF VALVE
11
11) UV RADIATION RESISTANT
PVC SCH 40 MALE ADAPTER
ANTISIPHON REMOTE CONTROL VALVE D
(LOW VOLUME ASSEMBLY)ESECTION VIEW - NOT TO SCALE
SECTION VIEW - NOT TO SCALE
ANTISIPHON REMOTE CONTROL VALVE
12
12) INLINE SWING CHECK VALVE
TO BE INSTALLED DOWNSTREAM
OF VALVE ASSEMBLY (HORIZONTALLY)
ADJACENT TO VALVE IN A 6"
ROUND VALVE BOX
IRRIGATION BACKPRESSURE).
FOR POT IRRIGATION VALVES ONLY 12/13/2016 11:19:57 AMPRITCHARD RESIDENCE5098 SHORE DRIVE, CARLSBAD, CA 92008SUBMITTALS / REVISIONS
#Date Revision/Submittal
Brian ChurchArchitecture330 S. Cedros AveSolana Beach, CA 92075(858) 793-3437DATE:
SHEET
SCALE:DISCLAIMER: THESE PLANS ARE CONCEPTUAL ONLY WITH NO CLAIMS OR WARRANTIES, EXPRESSED OR IMPLIED AS TO ACCURACY, SCALE OR COMPLETENNESS BY THE ARCHITECT, CLIENT OR ANY OF THEIR PARTNERS, EMPLOYEES OR AFFILIATES.STATE OFCALIFORNIABRIAN
CHURCH
LICENSED ARCHITECT
REN.
DATE:09/30/17C-22,251COASTAL DEVELOPMENT PERMIT APPLICATION SET - NOT FOR CONSTRUCTIONSHORE DR
SITE
CANN
O
N
R
D
CARLSBAD BLVD
CITY OF
CARLSBAD
1/3/17
3/20/17Resubmittal
1
8" = 1'-0"
6) FINISH GRADE
8) 6" MIN. PEA GRAVEL
W/ LOCKING COVER
HEAT BRAND 'FV'
IN ROUND VALVE BOX
2) INSTALL BALL VALVE
3) PVC BALL VALVE
7) 1/4" SQ. 16 GAL.
WELDED WIRE MESH
1) 2" IN GROUND COVER
4) 1/2" FEMALE PIPE THREAD
ADAPTER
5) PE TUBING
9) PVC SCH. 40 MALE ADAPTER
10) PVC SCH. 40 SUPPLY
HEADER
1 3
2
5
4
6
7
89
10 11
11) FIGURE 8 END CLAMP
NOTES:
1. ALL THREADED CONNECTIONS TO BE WRAPPED WITH TEFLON TAPE OR EQUAL.
DRIPLINE LAYOUT
TOP VIEW - NOT TO SCALE
PVC SUPPLY PIPE FROM RAIN BIRD CONTROL
ZONE KIT (SIZED TO MEET LATERAL FLOW
DEMAND)
PERIMETER OF AREA
PERIMETER DRIPLINE PIPE TO BE INSTALLED
2"-4" FROM PERIMETER OF AREA
PVC SUPPLY MANIFOLD
PVC SCH 40 TEE OR EL (TYPICAL)
BARB X MALE FITTING:
RAIN BIRD XFD-MA FITTING (TYPICAL)
SUB-SURFACE DRIPLINE:
RAIN BIRD XF SERIES DRIPLINE (TYPICAL)
POTABLE: XFS DRIPLINE
NON-POTABLE: XFSP DRIPLINE
BARB X BARB INSERT TEE:
RAIN BIRD XFD-TEE (TYPICAL)
TOTAL LENGTH OF SELECTED DRIPLINE
SHOULD NOT EXCEED LENGTH SHOWN IN
TABLE
PVC FLUSH HEADER
FLUSH POINT:
SEE RAIN BIRD XFS DETAILS FOR FLUSH
POINT INSTALLATION
PVC RISER PIPE
TURF OR MULCH
FINISH GRADE
AIR RELIEF VALVE:
RAIN BIRD ARV-12, SEE RAIN BIRD XFS
DETAILS FOR ARV-12 INSTALLATION
NOTES:
1. DISTANCE BETWEEN LATERAL ROWS AND EMITTER SPACING TO BE
BASED ON SOIL TYPE, PLANT MATERIALS AND CHANGES IN
ELEVATION. SEE INSTALLATION SPECIFICATIONS ON RAIN BIRD
WEB SITE (WWW.RAINBIRD.COM) FOR SUGGESTED SPACING.
2. LENGTH OF LONGEST DRIPLINE LATERAL SHOULD NOT EXCEED THE
MAXIMUM SPACING SHOWN IN THE ACCOMPANYING TABLE.
3. INSTALL AIR RELIEF VALVE AT HIGH POINTS IN DRIP LATERAL.L-3 Irrigation Details
IRRIGATION NOTES
GENERAL NOTES
C
IRRIGATION EQUIPMENT LEGEND
REFER TO DETAIL SHEET L2.01/.02
B
IRRIGATION LEGEND
REFER TO IRRIGATION PLAN SHEET LI-01
A
1. CONTRACTOR SHALL CHECK AND VERIFY ALL EXISTING SITE
CONDITIONS, UTILITIES, AND SERVICES PRIOR TO TRENCHING. NOTIFY
THE OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES IMMEDIATELY.
2. CONTRACTOR SHALL VERIFY STATIC WATER PRESSURE AT WATER
METER, MAIN LOCATIONS, SIZES, ETC. PRIOR TO BEGINNING WORK.
NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES.
3. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING PLUMBING
PERMIT AND ALL NECESSARY PERMITS PRIOR TO COMMENCING
INSTALLATION.
4. CONTRACTOR SHALL REVIEW IRRIGATION SPECIFICATIONS PRIOR TO
BEGINNING WORK. REFER TO TECHNICAL SPECIFICATIONS AND
CONSTRUCTION DETAILS FOR INSTALLATION PROCEDURES.
5. PLANS ARE BASED ON INFORMATION AVAILABLE AT TIME OF DESIGN.
CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH EXISTING CONDITIONS
PRIOR TO BIDDING PROJECT. DO NOT INSTALL THE IRRIGATION SYSTEM
AS SHOWN WHEN IT IS OBVIOUS THAT UNFORSEEN OBSTRUCTIONS,
GRADE DIFFERENCES, OR DIFFERENCES IN AREA DIMENSIONS THAT
WOULD REQUIRE A CHANGE IN THE SYSTEMS DESIGN. SHOULD
CONTRACTOR DISCOVER ANY CONFLICTS WITH THESE DOCUMENTS WITH
REGARD TO SITE CONDITIONS OR INSTALLATION GUIDELINES HEREIN, HE
SHALL NOTIFY THE PROJECT MANAGER AND REQUEST CLARIFICATION.
ANY CONTINUATION OF WORK IS AT THE CONTRACTORS RISK.
6. IT IS INTENDED THAT THE CONTRACTOR SHALL INSTALL SYSTEMS THAT
ARE COMPLETE AND FUNCTIONING PROPERLY IN EVERY WAY.
7. ALL WORK SHALL BE INSTALLED IN ACCORDANCE WITH THE
REQUIREMENTS OF THE GOVERNING AGENCIES.
8. PLANS ARE DIAGRAMMATIC AND APPROXIMATE. ALL VALVES AND
OTHER IRRIGATION EQUIPMENT SHALL BE LOCATED IN PLANTING AREAS,
AND WITHIN THE RESPECTIVE PROPERTIES.
9. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING HIS WORK
WITH OTHER TRADES.
10. PRESSURED MAINLINE PIPE SIZED 1 1/2" AND SMALLER SHALL BE IPS
RATED SCH. 40 PIPE. PRESSURIZED MAINLINE SIZED 2" AND LARGER
SHALL BE IPS RATED CLASS 315 PIPE CONFORMING TO ASTM
STANDARDS. MAINLINE SHALL BE BURIED A MINIMUM OF TWENTY-FOUR
(24") INCHES DEEP WITH SOLVENT WELD JOINTS.
11. NON-PRESSURE BURIED LATERAL LINE PIPE SHALL BE PRESSURE
RATED SCH. 40 PIPE WITH SOLVENT WELD JOINTS FROM NSF APPROVED
PVC COMPOUND & ASTM CONFORMANCE, BURIED A MINIMUM OF TWELVE
(12") INCHES DEEP.
12. SOLVENT PRIMER AND CEMENT SHALL CONFORM TO ASTM
STANDARDS.
13. SOLVENT FITTINGS AND THREADED FITTINGS SHALL BE SCH. 40,
EXCEPT WHERE NOTED. THREADED NIPPLES SHALL BE SCH. 80. USE
TEFLON TAPE ON THREADED FITTINGS, PER MANUFACTURERS
SPECIFICATIONS.
14. ALL IRRIGATION EQUIPMENT SHALL BE AS LISTED IN THE LEGEND. ANY
SUBSTITUTIONS SHALL BE APPROVED IN WRITING BY THE OWNER
AND/OR LANDSCAPE ARCHITECT.
15. COPPER PIPE AND FITTINGS SHALL BE TYPE K SOLDER FITTINGS AND
SHALL BE IN ACCORDANCE WITH, AND CONFORM TO, ASTM STANDARDS.
16. CONTROL WIRE SHALL BE MADE WITH DIRECT BURIAL COPPER WIRE
AWG-UF 600 VOLT UL APPROVED. CONTROL AND COMMON WIRE SHALL BE
14 AWG-UF, UNLESS OTHERWISE NOTED OR LOCAL CODES OR
REQUIREMENTS STATE OTHERWISE. MINIMUM WIRE SIZE SHALL BE 14
AWG-UF. ALL WIRE SHALL BE BURIED A MINIMUM OF EIGHTEEN (18")
INCHES DEEP WHERE APPLICABLE. CONTROL WIRE APPLICABLE TO
PODIUM DECK TYPE PROJECTS SHALL BE INSTALLED IN CONDUIT.
SUSPENDED BENEATH PODIUM DECKING OR AS COORDINATED WITH
CONTRACTED ENGINEER. COMMON WIRE SHALL BE WHITE OR OF A
DIFFERENT COLOR FROM CONTROL WIRES. TWELVE (12") INCH
EXPANSION CURL SHOULD BE PROVIDED WITHIN THREE (3') FEET OF
EACH WIRE CONNECTION. ALL WIRE SPLICES SHALL BE MADE WITH
APPROVED WIRE CONNECTOR SEALING PACK. ALL SPLICES SHALL BE
MADE AT VALVE BOXES OR CONTROLLER ONLY. NO OTHER WIRE SPLICES
WILL BE ALLOWED UNLESS APPROVED BY OWNER. USE ONLY ONE SPLICE
PER CONNECTOR.
17. TRENCHES SHALL NOT BE BACKFILLED UNTIL ALL REQUIRED
PRESSURE TESTS AND ANY OTHER TESTS REQUIRED (PER LOCAL
AGENCY OR CODE) ARE PERFORMED.
18. A NEW CONTROLLER SHALL BE INSTALLED TO OPERATE REMOTE
CONTROL VALVES. VERIFY PROPOSED CONTROLLER LOCATION WITH
PROJECT ENGINEER PRIOR TO CONSTRUCTION. ELECTRICAL P.O.C., PER
MANUFACTURERS SPECIFICATIONS
19. CONTRACTOR SHALL BE RESPONSIBLE FOR SLEEVES AND CHASES
UNDER PAVING, THROUGH WALLS, ETC., UNLESS OTHERWISE NOTED.
20. NO CLOSE NIPPLES OR CROSSES WILL BE USED.
21. CONTRACTOR SHALL ADJUST ALL IRRIGATION HEADS TO FULLY
COVER ALL PLANTING AREAS.
22. FLUSH ALL PIPE CLEAN PRIOR TO INSTALLING IRRIGATION HEADS.
23. CONTRACTOR SHALL ADJUST PRESSURE REGULATOR TO ENSURE
PROPER DESIGN PRESSURE AT THE FURTHEST HEAD ON THE SYSTEM.
24. CONTRACTOR SHALL INSTALL CHECK VALVES FOR ALL COMPONENT
OPTIONS WHEN AVAILABLE (I.E. OVERHEAD SPRAY/ROTOR BODIES,
DRIPLINE, ETC.) OR INLINE CHECK VALVE ASSEMBLIES (PVC RISER
ASSEMBLIES, PVC SUPPLY LATERAL LINES FOR SLOPES) FOR ALL OTHER
CONDITIONS IN ORDER TO PREVENT LOW HEAD DRAINAGE AND ENSURE
NO RUNOFF OCCURS.
25. ALL IRRIGATION EQUIPMENT AND ALL ITS COMPONENTS MUST BE
FULLY INSTALLED AND OPERATIONAL PRIOR TO INSTALLATION OF PLANT
MATERIAL.
26. TURNOVER ITEMS: CONTRACTOR SHALL PROVIDE A WRITTEN
GUARANTEE AS TO ALL WORKMANSHIP AND MATERIALS FOR A PERIOD OF
ONE (1) YEAR AT THE TIME OF FINAL INSPECTION AS PART OF THE
TURNOVER ITEM. CONTRACTOR SHALL PROVIDE A WRITTEN LETTER OF
CERTIFICATION THAT THE IRRIGATION SYSTEM IS FREE FROM DEFECTS IN
WORKMANSHIP AND MATERIALS AND IN FULL COMPLIANCE WITH
SPECIFICATIONS AND DRAWINGS.
27. THE CONTRACTOR SHALL PREPARE AN AS-BUILT DRAWING SHOWING
ALL IRRIGATION INSTALLATION. THE AS-BUILT DRAWING SHALL LOCATE
ALL PIPING AND VALVES BY SHOWING EXACT MEASUREMENTS FROM
HARDSCAPE OR PERMANENT FEATURES.
I. IRRIGATION NOTES AND CONTRACTOR RESPONSIBILITIES
A. FIELD OBSERVATION COORDINATION: THE FOLLOWING
OBSERVATIONS SHALL BE INITIATED BY THE CONTRACTOR AND
COORDINATED THROUGH THE OWNER (JOB SUPERINTENDENT). THE
CONTRACTOR SHALL NOTIFY THE OWNER (JOB SUPERINTENDENT)
AND LANDSCAPE ARCHITECT NOT LESS THAN FORTY-EIGHT (48)
HOURS IN ADVANCE OF ANY OBSERVATION. CONTINUED WORK
WITHOUT OBSERVATION AT THESE PHASES OF WORK IS AT THE
CONTRACTOR'S RISK, WITH ANY REQUIRED CHANGE OR
MODIFICATION AT THE CONTRACTOR'S EXPENSE. THE OWNER (JOB
SUPERINTENDENT) SHALL INFORM THE LANDSCAPE ARCHITECT AS
TO THE PURPOSE AND TIME OF THE OBSERVATION FORTY-EIGHT
(48) HOURS IN ADVANCE.
B. CONTRACTOR ORIENTATION/PRE-CONSTRUCTION MEETING: THIS
MEETING SHALL BE CONDUCTED TO DISCUSS THE PLANS AND
SPECIFICATIONS, POSSIBLE DISCREPANCIES, SITE CONDITIONS
AND OTHER ASPECTS OF THE PROJECT IRRIGATION WORK SUCH AS
PERSONNEL, SCHEDULE AND REQUIREMENTS FOR STARTING WORK.
PRIOR TO THE MEETING, THE CONTRACTOR SHALL THOROUGHLY
ACQUAINT HIMSELF WITH SITE CONDITIONS AND THE PLANS,
DETAILS AND SPECIFICATIONS.
C. IRRIGATION MAINLINE AND EQUIPMENT LAYOUT: THIS
OBSERVATION SHALL BE PERFORMED BY THE OWNER (JOB
SUPERINTENDENT) FOLLOWING STAKING OF ALL PRESSURE
MAINLINE AND CONTROL EQUIPMENT, VERIFICATION OF ALL SITE
CONDITIONS AND PRIOR TO ANY TRENCHING. ANY DISCREPANCIES
NOT PREVIOUSLY NOTED SHALL BE CORRECTED AT THIS TIME TO
THE SATISFACTION OF THE OWNER (JOB SUPERINTENDENT) AND
LANDSCAPE ARCHITECT AT THE CONTRACTOR'S EXPENSE.
D. IRRIGATION MAINLINE AND PRESSURE TEST: THIS OBSERVATION
IS FOR THE PURPOSE OR REVIEWING ALL MAINLINE LAYOUT FOR
CONFORMANCE TO SPECIFICATIONS AND VERIFYING THE WATER
TIGHTNESS OF PRESSURE SYSTEMS PRIOR TO BACKFILLING
TRENCHES. PRESSURE TESTS MUST CONFORM TO MANUFACTURER'S
SPECIFICATIONS. ALL PRESSURE LINES SHALL BE TESTED UNDER
A SUSTAINED HYDROSTATIC PRESSURE OF 150 POUNDS PER SQUARE
INCH FOR A PERIOD OF NOT LESS THAN TWO (2) HOURS. THIS
TEST SHALL BE PERFORMED IN THE PRESENCE OF THE OWNER (JOB
SUPERINTENDENT) TO MANUFACTURER'S ACCEPTED TESTING
PROCEDURES AND APPROVED IN WRITING BY THE OWNER (JOB
SUPERINTENDENT), PRIOR TO BACKFILLING ANY TRENCHES.
CONTRACTOR SHALL FURNISH NECESSARY FORCE PUMP AND ALL
OTHER NECESSARY TESTING EQUIPMENT.
E. PROGRESS INSPECTIONS: PERIODIC INSPECTIONS SHALL BE
PERFORMED BY OWNER (JOB SUPERINTENDENT) DURING THE LAYOUT
OF ALL LATERAL LINE SYSTEMS, WITH TRENCHES OPEN TO VERIFY
CONFORMANCE TO DETAILS, DEPTH OF PIPE AND EQUIPMENT
ASSEMBLIES.
F. IRRIGATION COMPLETION/COVERAGE TEST: THIS OBSERVATION IS
TO INSURE CONFORMANCE OF ALL IRRIGATION EQUIPMENT WITH
IRRIGATION CONTRACT DOCUMENTS AND WILL CONSIST OF
OPERATION OF EACH SYSTEM TO INSURE INTENDED COVERAGE.
THE CONTRACTOR SHALL FLUSH AND ADJUST ALL HEADS FOR
OPTIMUM PERFORMANCE AND TO PREVENT OVERSPRAY ONTO WALKS,
ROADWAYS AND BUILDINGS, ETC. PRIOR TO THIS OBSERVATION.
THIS MAY INCLUDE CHANGES IN NOZZLE SIZES AND DEGREE OF
ARC TO OPTIMIZE OPERATION.
G. CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR ANY
EQUIPMENT, PARTS OR DEVICES THAT HAVE BEEN INSTALLED NOT PER
THE IRRIGATION PLANS, DETAILS OR NOTES. OWNER/CONTRACTOR
SHALL ASSUME ALL RESPONSIBILITY FOR ALL EQUIPMENT INSTALLED
NOT PER THE IRRIGATION PLANS, DETAILS OR LEGEND.
H. CONTRACTOR SHALL OBSERVE ALL LOCAL STANDARDS AND
GUIDELINES INCLUDING CITY AND HEALTH DEPARTMENT RULES AND
REGULATIONS AND APPLY AS REQUIRED.
INSTALLATION, TESTING AND ADJUSTMENT PROCEDURES
II. IRRIGATION FIELD OBSERVATION
CONTACT INFORMATION:
SOURCE:
WATER INFORMATION WAS OBTAINED FROM:
CONTACT:
III. WATER INFORMATION
DATE:
CARLSBAD MUNICIPAL WATER DISTRICT
-
-
(760) 438-2722
SYMBOL MANUFACTURER SPECIFICATION
SHRUBSOPERATING
PRESSURE
(P.S.I.)
RADIUS
OF THROW
(FT.)
PRECIP.
RATE
(IN/HR)
GALLONS PER MINUTE (GPM)
360°180°90°VAR.ADDITIONAL NOTES
DETAIL SHEET
REFERENCE
45 --(0.6 GPH)---SUBSURFACE DRIPLINE WITH INLINE EMITTERS
24" O.C. AND 18 - 24"" ROW SPACING
DRIPLINE
0.01
TREESBUBBLERS
LI2.01 - G,K,LRAIN BIRD XFCV DRIPLINE
30 --0.25 ---RAIN BIRD 1401 BUBBLER ON RISER, INSTALL 2" ABOVE GRADE WITH
MULCH COVER.
RWS-M-B-1401
(2 PER TREE)
45 --0.25 ---RAIN BIRD INSTALL FOR SHRUB-POT IRRIGATION, ONE (1) DRIP 'RING'
PER POT (MIN. 3' LENGTH) OR AS NEEDED PER POT SIZE.LI2.02 - C
LI2.01 - J
BUBBLER (VINE)
NOTE 1: CONTRACTOR SHALL REFER TO SOILS REPORT WHEN SCHEDULING IRRIGATION RUNTIMES.
NOTE 2: INSTALL CHECK VALVES ON SHRUB HEADS ON RISERS TO PREVENT LOW HEAD DRAINAGE, TYPICAL.
NOTE 3: IN AREAS WHERE RAIN BIRD 1401 SERIES BUBBLERS DO NOT PROVIDE ADEQUATE COVERAGE DUE TO SITE ISSUES (SLOPED AREA, PLANTING LAYOUT CONFIGURATION, ETC.), CONTRACTOR SHALL CONSIDER RAIN BIRD 5 SERIES MPR STREAM BUBBLERS (WITH APPROPRIATE
PCS SCREEN FOR RADIUS ADJUSTMENT AND FLOW APPLICATION RATE CONTROL) IN THOSE AREAS.
NOTE 4: IN PLANTING AREAS WHERE LOW GROWING GROUNDCOVER OR SHRUBS ARE PLANTED, A 12" POP-UP SPRAY BODY SHOULD BE USED TO ALLOW FOR SPRAY TO REACH DESIRED RADIUS PATTERN UN-HINDERED BY PLANT MATERIAL. TALL GROWING PLANT MATERIAL SHALL
UTILIZE A POP-UP SPRAYBODY THAT ALLOWS FOR SPRAY TO IRRIGATE BELOW/UNDERNEATH PLANT FOLIAGE FOR IMPROVED IRRIGATED SPRAY RADIUS PATTERN. DETERMINATION SHALL BE MADE BASED UPON FINAL PLANTING LAYOUT, AND ANY CHANGES TO POP-UP HEIGHT
SHALL BE MADE PRIOR TO INSTALLATION, AS REQUIRED.
NOTE 5: CONTRACTOR SHALL ADJUST RADIUS ON SPRAYHEAD BODIES SO SPRAY IRRIGATES ONLY WITHIN DESIGNATED PLANTING AREA, AND TO AVOID ANY OVERSPRAY ONTO ANY HARDSCAPE SURFACES, INCLUDING, BUT NOT LIMITED TO BUILDINGS, WALLS, FENCES, AND
WALKWAYS. CONTRACTOR SHALL UTILIZE RADIUS ADJUSTMENT SCREWS ON NOZZLES AND/OR APPLICABLE MANUFACTURER DEVICES SUCH AS NOZZLES SCREENS) TO ACHIEVE PROPER THROW OF RADIUS, AS NECESSARY.
CLASS 200 PVC LATERAL LINE (EXCEPT FOR 1/2" SIZE, SHALL BE SCH. 40 PVC LATERAL LINE. BURY 12" BELOW GRADE (SEE LOCAL CODES). SIZE PER PLAN.
WATER METER (POTABLE), VERIFY SIZE AND LOCATION IN FIELD.
NIBCO BRASS BALL VALVE, SIZE PER MAINLINE.
SCH. 40 PVC MAINLINE FOR SIZES 1-1/2" OR SMALLER. CLASS 315 PVC MAINLINE FOR SIZE 2" OR LARGER. (SEE LOCAL CODES). SIZE PER PLAN.
WILKINS 1" PRESSURE REGULATOR, 70XL SERIES.
DRIPLINE FLUSH VALVE
SYMBOL SPECIFICATION
DETAIL SHEET
REFERENCEDESCRIPTION
LI2.01 - C
-WATER METER
PRESSURE REGULATOR
GATE VALVE
IRRIGATION CONTROLLER
REMOTE CONTROL VALVE
REMOTE CONTROL VALVE
PVC MAINLINE
PVC LATERAL LINE
IRRIGATION SLEEVING
SUBSURFACE DRIPLINE
MANUAL FLUSH VALVE
LOW VOLUME ASSEMBLY
LI2.01 - B
LI2.01 - A
LI2.01 - D
LI2.01 - E
LI2.01 - B,C,D,E,F
LI2.01 - D,E,F,I,J
-
LI2.01 - G,K,L
LI2.01 - H
IRRIGATION SLEEVING SHALL BE SCH. 40 PVC PIPE WITH MINIMUM 18" COVER. SCH. 80 UNDER ROADS WITH MINIMUM 36" COVER. PER CITY REQUIREMENTS.
WEATHERMATIC SL-1600 IRRIGATION CONTROLLER WITH EXPANSION MODULES AS REQUIRED. CONTROLLER FEATURES INCLUDED ARE FOUR (4) PROGRAMS (ABLE TO OPERATE CONCURRENTLY
WITH EIGHT (8) START TIMES PER PROGRAM), RUN/SOAK CYCLES BY PROGRAM, FLEXIBLE CALENDAR PROGRAMS (OMIT TIME OF DAY WINDOW, DAY(S) OF THE WEEK, AND UP TO SEVEN (7)
CALENDAR DATES, CUSTOM DAYS OF THE WEEK, ODD/EVEN, OR INTERVAL DAYS), SEASONAL% ADJUST, RAIN DELAY OF 1-7 DAYS. INTERNAL 120 VAC TRANSFORMER INCLUDED. IRRIGATION
CONTROLLER SHALL BE WEATHER BASED (CONTRACTOR SHALL INSTALL WEATHERMATIC SLW5 WIRELESS WEATHER SENSOR FOR ET BASED WATERING). INSTALL IRRIGATION CONTROLLER IN A
WALL MOUNT IN ACCESSIBLE LOCATION. INSTALL PER MANUFACTURERS SPECIFICATIONS.
RAIN BIRD XFCV SUBSURFACE DRIPLINE (FOR SUBSURFACE BURIED & ON-SLOPE INSTALLATIONS) WITH BUILT-IN EMITTER CHECK VALVES OR RAIN BIRD XFS DRIPLINE (FOR ON-GRADE, UNDER
MULCH INSTALLATIONS). INLINE EMITTER FLOW RATE SHALL BE 0.9 GPH (.015 GPM) WITH A ROW SPACING BETWEEN 18" - 24" IN SHRUB/GROUNDCOVER AREAS AND 12" IN TURF. INLINE EMITTER
INTERVAL SHALL BE 18" O.C. FOR SHRUB/GROUNDCOVER AREAS AND 12" IN TURF. INSTALL FIRST ROW OF DRIPLINE 2" FROM HARDSCAPES (4" FROM SOFTSCAPES WHERE APPLICABLE). DRIPLINE
SHALL BE BURIED AT A CONSISTENT DEPTH BELOW THE SURFACE (WITH A MAXIMUM DEPTH UP TO 6"). REFER TO SOILS REPORT FOR SOIL TYPE AND SPACING REQUIREMENTS PER MANUFACTURERS
RECOMMENDATIONS. INSTALL PER MANUFACTURERS SPECIFICATIONS.
AIR RELIEF VALVE. INSTALL ONE AT EACH HIGH POINT OF EACH SYSTEM TYPICAL. SHALL BE USED IN CONJUCTION WITH AN AUTOMATIC FLUSH VALVE.AIR RELIEF VALVE -NOT SHOWN
SHRUB
TURF
W
GV
PR
C
S
RAIN BIRD REMOTE CONTROL VALVE ASVF SERIES WITH INLINE PRESSURE REGULATOR AND BALL/SHUTOFF VALVE UNION, SIZE PER PLAN. CONTRACTOR SHALL USE WATERPROOF WIRE
CONNECTORS AND INSTALL IN SHRUB AREAS (NON TURF) IN A LOCATION OUT OF PRIMARY VIEW AND ACCESSIBLE FOR MAINTENANCE.
RAIN BIRD REMOTE CONTROL VALVE (LOW VOLUME ASSEMBLY) MODEL XACZ-075-PRF (.2-5.0 GPM) AND BALL/SHUTOFF VALVE UNION. INSTALL INLINE SWING CHECK VALVE (IN A SMALL
ROUND VALVE BOX) IN GROUND HORIZONTALLY ON VALVES IRRIGATING POTS TO ELIMINATE BACK PRESSURE. SIZE PER PLAN. CONTRACTOR SHALL USE WATERPROOF WIRE CONNECTORS AND
INSTALL IN SHRUB AREAS (NON TURF) IN A LOCATION OUT OF PRIMARY VIEW AND ACCESSIBLE FOR MAINTENANCE.12/13/2016 11:19:57 AMPRITCHARD RESIDENCE5098 SHORE DRIVE, CARLSBAD, CA 92008SUBMITTALS / REVISIONS
#Date Revision/Submittal
Brian ChurchArchitecture330 S. Cedros AveSolana Beach, CA 92075(858) 793-3437DATE:
SHEET
SCALE:DISCLAIMER: THESE PLANS ARE CONCEPTUAL ONLY WITH NO CLAIMS OR WARRANTIES, EXPRESSED OR IMPLIED AS TO ACCURACY, SCALE OR COMPLETENNESS BY THE ARCHITECT, CLIENT OR ANY OF THEIR PARTNERS, EMPLOYEES OR AFFILIATES.STATE OFCALIFORNIABRIAN
CHURCH
LICENSED ARCHITECT
REN.
DATE:09/30/17C-22,251COASTAL DEVELOPMENT PERMIT APPLICATION SET - NOT FOR CONSTRUCTIONSHORE DR
SITE
CANN
O
N
R
D
CARLSBAD BLVD
CITY OF
CARLSBAD
1/3/17
3/20/17Resubmittal
1
8" = 1'-0"
1401 BUBBLER
PRESSURE CALCULATIONSD
Under Ground
Service Alert
of Southern California
CALL TOLL FREE
1-800-422-4133
TWO WORKING DAYS BEFORE YOU DIG L-4 Irrigation Legend and Notes
DNWDDNDNDNUPXXXXXXXXXX XXXXXXXXX
XXGARAGE7MUD ROOM8ENTRY9MASTERBEDROOM11MASTERCLOSET12MASTER BATH1330'-0".12/13/2016 11:19:57 AMPRITCHARD RESIDENCE5098 SHORE DRIVE, CARLSBAD, CA 92008SUBMITTALS / REVISIONS
#Date Revision/Submittal
Brian ChurchArchitecture330 S. Cedros AveSolana Beach, CA 92075(858) 793-3437DATE:
SHEET
SCALE:DISCLAIMER: THESE PLANS ARE CONCEPTUAL ONLY WITH NO CLAIMS OR WARRANTIES, EXPRESSED OR IMPLIED AS TO ACCURACY, SCALE OR COMPLETENNESS BY THE ARCHITECT, CLIENT OR ANY OF THEIR PARTNERS, EMPLOYEES OR AFFILIATES.STATE OFCALIFORNIABRIAN
CHURCH
LICENSED ARCHITECT
REN.
DATE:09/30/17C-22,251COASTAL DEVELOPMENT PERMIT APPLICATION SET - NOT FOR CONSTRUCTIONSHORE DR
SITE
CANN
O
N
R
D
CARLSBAD BLVD
CITY OF
CARLSBAD
1/3/17
3/20/17Resubmittal
1
8" = 1'-0"
Under Ground
Service Alert
of Southern California
CALL TOLL FREE
1-800-422-4133
TWO WORKING DAYS BEFORE YOU DIG L-5 Irrigation Hydrozone Map & CalculationsHYDROZONE MAP
PRITCHARD RESIDENCE
A
HYDROZONE LEGEND/DATA
MODERATE WATER USE PLANTING
LOW WATER USE PLANTING
WATER USE AREA SQUARE FOOTAGE METHOD
1218 S.F.
DRIPLINE
DRIPLINE
LOW WATER USE PLANTING (TREES)DEEP ROOT TUBES
HIGH WATER USE (SPA)-
TOTAL
1217 S.F.
96 S.F.
49 S.F.
3508 S.F.
WATER EFFICIENCY CALCULATIONS
WATER EFFICIENCY LANDSCAPE ORDINANCE
B
NON-IRRIGATED AREAS -880 S.F.(GRAVEL/ARTIFICIAL TURF)
MEDIUM WATER USE PLANTING (TREES)DEEP ROOT TUBES48 S.F.