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Home My WebLink AboutCDP 2017-0001; PRITCHARD RESIDENCE; Planning Commission(/") w !:c --" LL LL <( °' 0 (/") w w >-g CL :a, w Cf) °' w z f- °' ;}_ °' w :r: f- LL 0 >-z <( °' 0 f-z w ::J 0 "' 0 w t: :r: 0 °' <( w :r: f- >-"' (/") Cf) w z z w ,_ w --" CL :a, 0 0 °' 0 w --" <( 0 (/") ,.: ~ :0 0 0 <( 0 1- (/"J <( 0 w ::J CL :a, °' 0 0 w (/") (J) w °' CL X w (J) w ,= z <( °' °' ~ °' 0 (J) :a, :,; 0 0 z :r: l-s: >---" z 0 --" <( :0 f-CL w 0 z 0 0 w °' <( (J) z :s CL w (/") w I ,_ 6:' w :a, :,; 0 (J) 0 SCOPE Of WORK 1. 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. FIRE NOTES 1. SMOKE DETECTORS SHALL BE INSTALLED IN ALL ROOMS USED FOR SLEEPING PURPOSES, ON THE CEILING OR WALL OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS, AND ON EACH STORY WITHIN A DWELLING UNIT. 2. AN AUTOMATIC FIRE SPRINKLER SYSTEM IS REQUIRED FOR BOTH THE HOME AND ATTACHED GARAGE. AN AUTOMATIC FIRE SPRINKLER SYSTEM SHALL BE INSTALLED AS PER N.F.PA 13D, THE MOST CURRENT EDITION SHALL BE USED, INCLUDING CITY OF CARLSBAD FIRE DEPARTMENT POLICIES. DETAILED SPRINKLER PLANS SHALL BE SUBMITTED TO THE FIRE PREVENTION BUREAU FOR APPROVAL PRIOR TO BUILDING PERMIT ISSUANCE. 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 APPROVED SPRINKLER PLANS. A MINIMUM 1" WATER METER SHALL BE INSTALLED UNLESS DEEMED UNNECESSARY BASED 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. ONLY NEW PIPING SHALL BE TESTED. 6 WHEN ONE OR MORE THAN ONE CARBON MONOXIDE ALARM IS REQUIRED TO BE INSTALLED, THE ALARM DEVICES SHALL BE INTERCONNECTED IN SUCH A MANNER THAT THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL THE ALARMS IN THE UNIT 7. APPROVED NUMBERS AND/OR ADDRESSES SHALL BE PLACED ON ALL NEW AND EXISTING BUILDINGS SHALL HAVE APPROVED ADDRESS NUMBERS, BUILDING NUMBERS OR APPROVED BUILDING IDENTIFICATION PLACED IN 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 ACCESS IS 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 SECTION 505.1 AMENDMENT. 8. BEDROOM WINDOW EGRESS REQUIRED IN EVERY SLEEPING ROOM PER CRC SECTIONS R310, R310.2, R310.3 AND R310 9. ALL EGRESS/ EMERGENCY EXIT WINDOWS TO HAVE AN OP ENABLE AREA OF 5.7 SF WITH A MINIMUM OPENABLE WIDTH OF 20" AND MINIMUM OPENABLE HEIGHT OF 24". BOTTOM CLEAR OPENING SHALL NOT EXCEED 44" ABOVE THE FLOOR. WINDOWS SHALL BE OPE NAB LE FROM THE INSIDE AND PROVIDE A FULL, CLEAR OPENING WITHOUT THE USE OF ANY KEYS OR TOOLS. GREEN BUILDING STANDARDS 1. ZS NOTE ON THE SITE PLAN THAT THE SITE SHALL BE PLANNED AND DEVELOPED TO KEEP SURFACE WATER AWAY FROM BUILDINGS. PLANS SHALL BE PROVIDED AND APPROVED BY THE CITY ENGINEER THAT SHOW SITE GRADING AND PROVIDE FOR STORM WATER RETENTION AND DRAINAGE DURING CONSTRUCTION. BMP'S THAT ARE CURRENTLY ENFORCED BY THE CITY ENGINEER MUST BE IMPLEMENTED PRIOR TO INITIAL INSPECTION BY THE BUILDING 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 THE JURISDICTION AGENCY THAT REGULATES WASTE MANAGEMENT, PER CGC 4.408.2 4. 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 BE COVERED. PER CGC 4.504.1. 6. VOC'S MUST COMPLY WITH THE LIMITATIONS LISTED IN SECTION 4.504.3 AND TABLES 4.504.1, 4.5042, 4.504.3 AND 4.5045 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 A HUMIDISTAT. PER CGC 4.506.1. 8. IF PROVIDED. WHOLE HOUSE EXHAUST FANS SHALL HAVE INSULATED COVERS OR LOUVERS w,:ICH CLOSE WHEN THE FAN IS OFF.THE COVERS OR LOUVERS SHALL HAVE MINIMU~R4~2-INSULATION'-CGC 5.507.1. 9. HEATING AND AC SHALL BE SIZED AND SELECTED BY ACCA MANUAL J OR ASH RAE HANDBOOK OR EQUIVALENT THE DUCT SIZING SHALL BE SIZED IN ACCORDANCE WITH ONE OF THE ACCA METHODS LISTED IN CGC SECTION 4 5072. 10. PRIOR TO FINAL APPROVAL OF THE BUILDING THE LICENSED CONTRACTOR, ARCHITECT OR ENGINEER IN RESPONSIBLE CHARGE OF THE OVERALL CONSTRUCTION MUST COMPLETE AND SIGN THE GREEN BUILDING STANDARDS CERTIFICATION FORM AND GIVEN TO THE BUILDING DEPARTMENT OFFICIAL TO BE F,LED WITH THE APPROVED PLANS. 11. PROVIDE CALCULATIONS PREPARED BY A LICENSED ENGINEER THAT WILL SHOW WATER CONSUMPTION REDUCTION OF 20% BELOW THE BASELINE WATER CONSUMPTION LISTED IN TABLE 4.303.1. IN LIEU OF PROVIDING THE 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 SHALL NOT EXCEED THE 20% REDUCED LIMIT, OR THE SHOWER SHALL BE DESIGNED SO THAT ONLY ONE HEAD IS ON AT A 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 NOT EXCEED 19% BEFORE IT IS ENCLOSED IN CONSTRUCTION. THE MOISTURE CONTENT NEEDS TO BE CERTIFIED BY ONE OF 3 METHODS SPECIFIED IN SECTION 4.505.3. BUILDING MATERIALS WITH VISIBLE SIGNS OF WATER DAMAGE SHOULD NOT BE USED IN CONSTRUCTION. THE MOISTURE CONTENT MUST BE DETERMINED BY THE CONTRACTOR BY ONE OF THE METHODS LISTED IN CGC 4.505.3 15 STORM WATER DRAINAGE/RETENTION DURING CONSTRUCTION. NOTE ON THE PLANS: PROJECTS WHICH DISTURB LESS THAN ONE ACRE OF SOIL SHALL MANAGE STORM WATER DRAINAGE DURING CONSTRUCTION BY ONE OF THE 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 4.106.2 ,, :) APPLICABLE CODES THIS 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 R106.1 COMPLIANCE WITH THE DOCUMENTATION REQUIREMENTS OF THE 2016 ENERGY EFFICIENCY STANDARDS IS NECESSARY FOR THIS PROJECT. REGISTERED, SIGNED, AND DATED COPIES OF THE APPROPRIATE CF1 R, 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 NOTES Pre-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 wlth soil stabilization measures and 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, where water 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 shall be checked frequently for leaks. Dumpster !ids shall remain closed at all times. Dumpsters without lids shall be placed within structures with impervious roofing or covered wlth 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. Plc:ice 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 away from 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 srte. I l I / I \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ' ,., §•' /)-' / LOT COVERAGE = 2,455 SF ~-----LOT COVERAGE INCLUDES. -----, · ALL EAVES OVER 30" --.,. " I \ PROJECT ADDRESS 5098 SHORE DRIVE CARLSBAD, CA 92008 A.P.N. (S) 210-032-0100 LEGAL DESCRIPTION LOT 21 OF TERRAMAR UNIT NO. 1 IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA ZONE R-1 EXISTING & PROPOSED USE: RESIDENTIAL LOT SIZE (net): 6,152 SF (, 14 ACRES) COVERAGE ALLOWED: 40% (2,460.8 SF) COVERAGE PROPOSED: 39.9% (2,455 SF) BUILDING HEIGHT ALLOWED: 30 FEET & 2 STORIES IF ROOF PITCH IS 3:12 OR MORE; 24 FEET & 2 STORIES IF ROOF PITCH IS LESS THAN 312 BUILDING HEIGHT PROPOSED: 28'-6" SETBACKS REQUIRED: FRONT 20'-0"; INTERIOR SIDE: 10% LOTWIDTH; STREET SIDE: 10'-0"; REAR TWICE THE REQUIRED SIDE SETBACKS PROPOSED: FRONT: 20 '-O"; STREET SIDE: 10' -O"; INTERIOR SIDE: 7' -9"; REAR 15' -6" PARKING SPACES PROVIDED: 2 (GARAGE) LANDSCAPED AREA: 2,011 SF EXISTING IMPERVIOUS AREA 4,574 SF PROPOSED IMPERVIOUS AREA: 3,198 SF (NET CHANGE: -1,376 SF). PROPOSED CUT/ FILL: 890 C.Y. (INCLUDES BASEMENT)/ 20 C.Y.; REMEDIAL= 100 C.Y.; ADDITIONAL 10 C.Y FOR SPA PROJECT TEAM NO. OWNER ROBERT & CATHY PRITCHARD 5098 SHORE DRIVE T1 CARLSBAD, CA 92008 C1 (619) 890-0984 C2 AO ARCHITECT BRIAN CHURCH, AIA 330 S. CEDROS AVENUE A1 SOLANA BEACH, CA 92075 A2 (858) 793-3437 -OFFICE A3 (858) 793-3473 -FAX A3.1 MECHANICAL: TBD A5.0 A5.1 ELECTRICAL: TBD A6.1 A6.2 STRUCTURAL: TBD A6.0 CIVIL: PASCO/LARET/ 535 N. HIGHWAY 101, SUiTE A SUITER & ASSOC. SOLANA BEACH, CA 92075 L1 L2 (858) 259-8212 -OFFICE L3 (858) 259-4812 -FAX L4 GEOTECHNICAL: ENGINEERING DESIGN GROUP 2121 MONTIEL ROAD L5 L6 SAN MARCOS, CA 92069 (760) 839-7302 -OFFICE SHEET INDEX SHEET NAME TITLE SHEET SITE PLAN PRELIMINARY GRADING PLAN BASEMENT FLOOR PLAN FIRST FLOOR PLAN SECOND FLOOR PLAN ROOF LEVEL PLAN ROOF PLAN -UPPER ELEVATIONS ELEVATIONS SECTIONS SECTIONS SECTIONS LANDSCAPE CONSTRUCTION PLAN IRRIGATION PLAN IRRIGATION DETAILS IRRIGATION LEGEND AND NOTES IRRIGATION HYDROZONE MAP AND CALCULATIONS LANDSCAPE PLANTING PLAN ! CITY OF CARLSBAD PLANNING COMMISSION j Case "ame: f R'.J:.1~A-RS) I R ESJ;\)£.jv( E : 1 ~ 1 ' C"' 1'"' ""'' ,--. · -c-;oo -, i l,5S8 'I0.:__c""-'V"'-'---"O--_~T __ ~..,__~- ,. i/ " fJ qi j Exhibit No,: A -T Date: °" rt \ f I \ I \ ' / LOT COVERAGE • • \ ~-.,, / \ / \ / \"' / SITE AREA LOT COVERAGE ALLOWED 40% (6,151 SF x .40) LOT COVERAGE PROPOSED 39.9% (6,151 SF x 0.399) 6,151 SF 2,460 SF 2,455 SF -~-.. 1.T_ 10 ~_ 0 .. C_O_V_E_R_A_G_E_P_L_A_N _____ ~ _V_IC_IN_IT_Y_M_A_P_~ :,; .-------------, <( " "' SUBMITTALS / REVISIONS ~ # Date Revision/Submittal 0 1 05/01/17 2nd CDP COMMENTS r-,. t-t---+--------1 0 s:,,t-t---t-------1 ;':t-t---+-------1 -ro l-+---+-------1 (iJ LI) '-r----:::, 0 ~ u N (iJ ~ (iJ 0- ...!: > <( I'--u <( u l'0 '-<( "' ""1" 0 • l'0 ...!: '-...!: --0 u ' u (iJ Cl I'<) '-:::, u (iJ 0-...!: co I'--u cJ) Cl ----C: I'--C: co .Q o__Q m '- LI) Jl 22-co I- UJ UJ UJ :I u ti) z UJ UJ ..J C I--ti) -I-UJ C::cs 0 c~ a~ <:(~ :I 3 u~ I-~ -o a~ o..~ LICENSEDARCHrTECT ~ BRIAN ~ CHURCH SCALE: As indicated DATE: 08/09/17 SHEET Tl ----------·---·--------------·--------------------------------------·····-· --____ .. ______________________ _ z 0 -t-u ::) O! I- Cl) z 0 0 O! 0 LL t- 0 z I t-w Cl) z 0 -t- <C (.) -..J c.. c.. <C t--~ et: w CL t-z w ~ a.. 0 ..J w > w C ..J <C t- Cl) <C 0 (.) (/J w ~ _J LL LL <( "' 0 (/J w w >-0 _J [L 2 w (/J "' w z f---ll'. <( [L "' i:u I f--- LL 0 >-z <( "' 0 f---z w ::J u ,-: u w t: I u "' <( w I f--- >-a] (/J (/J w z z w f---w _J [L 2 0 u "' 0 w _J <( u (/J >-u <( "' ::::, u '.i 0 f--- ~ 0 w _J [L 2 "' 0 0 w (/J (/J w "' [L X w (/J w i= z <( "' "' ~ "' 0 (/J 2 5 0 0 z I f---s: >-_J z 0 ..J <( ::::, f--- 0. w 0 z 0 0 w "' <( (/J z '.S [L w (/J w I f--- Il'. w 2 5 0 (/J 0 \ \ \ \ \ \ \ \ \ \ I I I I \ I \l \\ \ \ \ I I \ "''- \ \ LOT COVERAGE SITE AREA LOT COVERAGE ALLOWED 40% (6,151 SF x .40) LOT COVERAGE PROPOSED 39.9% (6,152 SF x 0.399) LIVING AREA FIRST FLOOR SECOND FLOOR SUB TOTAL BASEMENT (COMPLETELY BELOW GRADE) TOTAL / , \ \ ;:' \ / / \ I "---I --I // I ~ '/ / ( I I \ ,-,1' \ 'S, _39-- I I I \ I I _,, ( I I l ,, - "'"' / / 6,152 SF 2,461 SF 2,455 SF 1,332 SF 1,403 SF 2,734 SF 1,465 SF 4,199 SF \ l \ GARAGE & DECK AREAS GARAGE COVERED DECKS UNCOVERED DECKS \ \ \ \___ \ \ \ '- 527 SF 757 SF 367 SF SITE NOTES -THE SITE SHALL BE PLANNED AND DEVELOPED TO KEEP SURFACE WATER AWAY FROM BUILDINGS. PLANS SHALL BE PROVIDED AND APPROVED BY THE CITY ENGINEER THAT SHOW SITE GRADING AND PROVIDE FOR STORM WATER RETENTION AND DRAINAGE DURING CONSTRUCTION. BMP'S THAT ARE CURRENTLY ENFORCED BY THE CITY ENGINEER MUST BE IMPLEMENTED PRIOR TO INITIAL INSPECTION BY THE BUILDING DEPARTMENT CGC 4.106.3. -UPGRADE EXISTING 5/8" DOMESTIC WATER METER AND LATERAL CONNECTION TO 1". -A HEIGHT CERTIFICATION IS REQUIRED TO BE REVIEWED AND APPROVED PRIOR TO SCHEDULING THE ROOF/FRAMING INSPECTION. -A FINAL INSPECTION IS REQUIRED NEW FENCE AND SELF-LATCHING GATE; ALIGN HEIGHT WITH NEW FENCE LOCATED ON NE PROPERTY LINE \ \ \ ~ 42.00 T.O. LOW CMU WALL 41 \ ~ \ \ \ \ I APN: 210-032-0100 I 2-STORY SINGLE FAMILY RESIDENTIAL STRUCTURE WITH BASEMENT AND ATTACHED 2-CAR GARAGE 1st FLOOR F.F.= 42.00 EXISTING TREE ~1 75. · \ TO BE REMOVED . .;,. · \\ ~v I 0 'f.. \ \ / I I ,,,-/ \ / ----,,. ~ :: .,,,,.\ \ ----- \ \ I \ \ ', \ \ I I I I APN: 210-032-0800 ,,. ., I \ ,,, \ I I I I I I . NOTE: \ ... ... ... ... _,< _, _, \_ EXISTING \ ...,. RESIDENTIAL \ v \ STRUCTURE; \ \ EDGE OF ROOF \ \ \ DECK \ \ \ \ > \ ... ..,. ... APN: 210-032-0700 ' \ \ \ \ I SEE DRAINAGE AND GRADING PLAN FOR ADDITIONAL BMP NOTES AND INFORMATION -~-..'=~-0 :_ .. P_L_A_N ______________ ~ :;,.-----------, <( -m SUBMITTALS / REVISIONS ~ f---#cr-Da-:ac:-te--r"'"Reccvi~slocc-,1:;csuccb-cmicc-tta-;-1\ ~ 1 05/01/17 2nd CDP ';:: 1-+--+'C'-"O"'-MM-"'E'-'N-'-'TS~---l 0 <::! t-+--t---------t ;':l-+---1-------l in l-+---1-------1 1-+----t-------l z 1----1--____L____-----I 0 (!) ... ::, ..., u (!) ..., ....r: u ... <( ....r: u ... ::, ....r: u L() r--- 0 N (!) °' > <:( r--- <( u t"l <I) "'1" 0 • ... ....r: I'() 7J u ' (!) 0 t"l u (!) °' co r--- <J) 0 - -l-o ::) a:'.: I- (/) z 0 u ~ 0 LL l-o z C 0 ... a) r-,,_ C a) Q~i21-u,<JJ~ 1------r------l w z LU .<( ...J u 0.. z LU LU I-C --V) V) LU C::c3 0 c~ c::~ .<( ~ :::c 23 u~ I-~ -o c:: ~ o..~ SCALE, I"" 10'-0" DATE, 08/09/17 SHEET Cl (/) z 0 -1-- <C u -....J c.. c.. <C I--:E a:'.: w c.. 1-z w :E c.. 0 ....J w > w C ..J <C I- (/) <C 0 u CA= El.VD PACIFIC OCEAN VICINITY MAP \ \ ; i . NOT TO SCALE I D COVERED HOW I PORCH PRELIMINARY GRADING PLAN SCALE: 1--10· PRELIMINARY GRADING PLAN PRITCHARD RESIDENCE 5098 SHORE DRIVE CDP 2017-0001 • ---- : 11 ; J{c,~·~,, ;: ' : --~;_}J :_:;::· IA'_ : -~-=A " 5' HIGH• , I IECORAFIE ;j FE!a~LS · FS 41.6\ BH 30.B i ,. TG 41.7/ '·' IE 40]? I-EH I ct,fLJ IIALL II/ 39" 'HI/1-1 FE!a PER i ARCHITECT \ \ . TG 30:7, TIEF'i30n.1f'tY'"0 fi:;:::::'.::Jl ,· • · • FSl~.8 c-~ ?:; \ \ SEJiER PJH" PIT l.H:ER STAIRS PER ARCH \ sti-½PJH" PIT II/ EIERGEM:Y BAQC IP PlW LUER STAIRS PER ARCH .. 2'!PVC SD PJH" tt~~ • 7)~, GRAVEL SI/Ab£,; PER LS TG 41.7 IE 402 ; FD. 3/4" IP 11/bISC 'l.S 8259" PER (Fl 38907 '°<''" I / I GRAPHIC SCALE 10 20 NOTES: NFPA J.30 FIRE SPRm<L.ERS ARE REGUIRED. NEAREST FIRE HYDRANT LOCATED APPROXIMATELY 45" FROM NORTHWEST COFl'JER OF SITE LOCATED IN FRONT OF 5067 SHORE ORIVE ALL LANDSCAPED PLANTER AREAS ON SITE TO BE CONSIDERED LID BMP PLANTER AREAS STANDARD SOURCE CONTROL & SITE DESIGN BMP 'S USED * lfSEE PROJECT STADNARD PROJECT REGUIREMENT CI-ECKLIST E-36 SC-1 PREVENTION OF ILLICIT DISCHARGES INTO THE MS4. SC-5 PROTECT TRASH STORAGE AREAS FROM RAINFALL. RUN-ON. RUNOFF & IIIND DISPERSAL SC-6 BMPs BASED ON POTENTIAL SOURCES OF RUNOFF POLLUTANTS S0-3 MINIMIZE IMPERVIOUS AREA S0-4 MINIMIZE SOIL COMPACTION S0-5 IMPERVIOUS ARE DISPERSION S0-6 RUNOFF COLLECTION S0-7 LANDSCAPING WITH NATIVE OR DROUGHT TOLERANT SPECIES 1 "=10 I 30 GENERAL NOTES A.P.N SITE ADDRESS EXISTING LOTS PROPOSED LOTS TOTAL GROSS AREA DEDICATION AREA NET DEVROPABLE EXISTING USE PROPOSED USE PROPOSED DENSITY BUILDING COVERAGE BUILDING FOOTPRINT LAWSCAPED AREA IMPERVIOUS PAVING AREA PARKING SPACES SEWER DISTRICT WATER DISTRICT SCHOOL DISTRICT ELECTRIC TELEPHDNE CATV FIRE PROPOSED # OF UNITS EXISTING ZONING PROPOSED ZONING COASTAL ZONE FLOOD PANEL EXISTING GENERAL PLAN DESIGNATIDN PROPOSED WATER DEMAND PROPOSED SEWAGE GENERATION PROPOSED DRAINAGE DISCHARGE MASTER DRAINAGE BASIN 210-032-01 5098 SHORE ORNE J. 1. 6.152 SF =0.14 AC 0 SF 6.1.52 SF =0.14 AC RESIDENTIAL RESIDENTIAL 7.0B DU/AC 30.0% J.,848 SF 2.954 SF 1350 SF 2 (GARAGE) CITY OF CARLSBAD CARLSBAD MUNICIPAL WATER DISTRICT CARLSBAD UNIFIED SCHOOL DISTRICT SAN DIEGO GAS & ELECTIRC AT&T Tll-E WARNER CABLEVISION CARLSBAD FIRE J. UNIT ONE-FAMILY RESIDENTIAL ONE-FAMILY RESIDENTIAL YES 764 R-4 RESIDENTIAL 250 GPO/DU If 1 DU = 250 GPD 220 GDP I DU If 1. DU = 220 GPO 0.40 CFS AGUA HEDIONDA HYDROLOGIC AREA, LOS MONOS SUB-AREA (904.3j) AREA OF SITE UNDEVELCPABLE PER ZONING SECTION 21.53230 GE/\ERAL PLAN DESIGNATION NIA R-4 RESIDENTIAL VOLUME OF CUT (INCLUDING BASEMENT): 890 CY VOLUME OF FILL (INCLWING BASEMENT): 20 CY VOLUME OF EXPORT: 870 CY VOLUME OF REMEDIAL GRADING: 1.00 CY TOTAL GRADED AREA: 7.709 SF (0.1.B AC) 970/ O.J.B = 5,833 CY/ACRE 5.3B9 CY/ArnE < 7.500 CY/ACRE. THEREFORE POTENTIALLY ACCEPTABLE PURSUANT TO C.M.C. 21..95.120 (D) (2) THESE GUANTITIES ARE APPROXIMATE AND ARE SUBJECT TO CHANGE BASED ON FINAL ENGINEERING DESIGN AND DETAILING. LEGAL DESCRIPTION: REFERENCED DRAWINGS: MAP 2696 CARLSBAD DWG. NO. 1.8-AD CARLSBAD DWG. NO. 141-5 LOT 21. OF TERRAMAR UNIT ND. 1 IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 2696, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAID SAN DIEGO COUNTY. SEPTEMBER 6. 1.950. SOI.RCE DF TOPOGRAPHY: TOPOGRAPHIC SURVEY DA TED SEPTEMBER J.B. 201.3 PERFORMED BY SAf'H_O AERIAL SURVEYS WITH SIJPPL.EMENTAL FIELD TOPOGRAPHY PERFORMED BY PASCO LARET SUITER & ASSOCIATES DATED DECEMBER iO, 20:/.5. LEGEND DESCRIPTION Sf.f/DIVISIC»/ MAP BOU/'lJARY EXIST. c:c:wmRS EXIST. Ra.LED CLRB CENTER..I/'E EXISTING SEJtER MAIN EXISTING WA 7Efl MAIN EXISTING GAS LlI'E SETBACK PADPOSEIJ FETAINING WALL HATCH FEFfESENT5 PEFl£ABI..E CXR>K:FETE HATCH REPRESENTS PCC PA V1NG HATCH FEPRESENTS CECKING PER ARCHITECT HATCH FEPRESENTS GRAVE!.. PER LAfolJSCAPE HATCH l'EPfESENTS EXISTING BRICK WALKWAY TO BE RElfJVED HATCH FEFRESENTS EXISTING BRICK WALKWAY TO REMAIN HATCH FEFRESENTS AC GRIMJ AMJ OVERAY FLOl«..I/'EI a:JAINAGE DIRECTICW 4" PVC PIPE Fa</ r:llAINAGE CONVEYANCE LIMIT OF BIJn.DING FINIS/ED GRACE CALLOUT EXISTING GRACE CALLOUT STD. SYMBOL --------· .. ., .. , .... ,·~---- ---- , . " .... I .... j ------"""" ------------------------------------ FS XX.XX IFS XX JO(} OWNERS STATEMENT: I 1-EREBY CONS/ENT TO Tl-£ FILING OF THIS PRELIMINARY GRADING PLAN DATE: <( (!I ::,: a: CIJ ... :z :z <.!I 0 .., "' "' ... UJ C: I C C N m 0 I ,... () ~ - 0 0 N "' ..... ..,_ II Ol ' 2; ..,_ ..... "' 11.. u.i u.i ..J <(_ ... ... ... tJ C "' SHEET C2 Pl.SA 2459 CDP U) w f--s( ::J "-"-s( "' 0 U) w w >-0 -' [L 2 w U) "' w z f-- "' s( [L "' w I f-- "-0 >-z s( "' 0 f--z w -' 0 f--0 w !::: I 0 "' s( w I f-- >-a, U) U) w z z w f--w -' [L 2 0 u "' 0 w -' s( C 0 U) ,: 0 s( "' :, u u s( 0 f-- U) s( 0 w ::J [L 2 "' 0 0 w U) U) w "' [L X w U) w >= z s( "' "' s( s "' 0 U) 2 ;;' -' 0 0 z I f-- :'i: >--' z 0 -' s( :, f--[L w u z 0 0 w "' s( U) z s( -' [L w U) w I f-- "' w 2 ;;' -' 0 ~ 0 i I I I I I I I I I I I I I / / 1 2 3 0--- 0--- ------, I I I I I I I I I J L ________ _ I 0 SI-IORING PLAN / ® 4 C3 E ( \_ LIGHT WELL BELOW :j I I 'I 0 ' a,. 6 ' "' 0 ' "' 6 ' "' 0 ' "' 0 ' HEAVY DASHED LINE INDICATES BASEMENT PERIMETER BELOW 18" X 18" SHORING PILING w/ I-BEAM, TYP. ====ccccc==····-ccc•·· .. ccc ... = •.. ! . 8~1--w----1'- j I 'I I 0 ' "' 6 B ~ PROPERTY LINE I ~+----LINE OF EXISTING GRADE I ·--'-i __ 2 /~~YBACKSLOPE _-_-_. •-. _-._l-1_, -, -· / 8--PROPOSEDBASEMENT gffilhffi~.~~~m~~~~. l~w:;; ' ,a·, : RETA>N,NG WALL 11 rn 1 ! • 111 . 11 I i 1 ~ 1 ! 1 i ~-I _I ~ _ BASEMENT FL~?R16~~. ~ n~m~=r=_Jlm~m~rn~m~m!:u-1 1-11-1 - =I I 1=I1I= 1I=I I =11 l=i II=1 I 1=: 1=11 i-1I =I I 0 ' "' N EXCAVATION SECTION 1 1/8" = 1'-o" ~-------LINE OF EXISTING GRADE --r7 ,,----PROPOSED BASEMENT RETAINING WALL Section 11 0 LINE OF EXISTING GRADE ~ - -' -' ! b C, _, z -z ~ w "' I f--(9 z w -' (9 z -' a: ~---;r-WOOD FENCE = /'L'_-1 i' I I ; I II 1i'11 11 . ~-I, 12" CMU RETAINING WALL& FTG. . .,., .. , ·I • •· C -· I 1~11 ,-1 -45" X 14" RETAINING · 111-i '1 I i=j I WALL FTG. -II+-'-'-''~· -t'-'-'-ll+r-'-' 24" 0 SHORING PILING w/ _, --18" X 18" I-BEAM, TYP. RETAINING WALL FOOTING PILING/CAISSON SI--IORING PILING 2 .---------, s( N "' SUBMITTALS / REVISIONS ~ # Date Revision/Submittal 0 -f--t---+------1 '" f-t---+------1 0 ~ f--t---+------1 -f--t---+------1 co f--t---+------1 f-+-----t-------l z (I) '-:, ~ u (I) ~ _c u '-<( _c u '-:, _c u C: 0 '-a) Lf) ~ 0 N (I) 0- > <( ~ <( U n "' "1" o . n '-_c -cJ u ' w o n u (I) 0- . a) ~ (/) 0 ~ ~ C: co 0 -2 Lf) Lf) Jl 22. 0 --1-u ::, ~ 1- UJ z 0 u ~ 0 LL l-o z 1- 1----.-----1 w z <3'. -I UJ 0.. u C) z z LU -a C 0 -ti) :::c UJ ti) acS 0 c~ a~ <3'. ~ :::c j u~ I-~ -o a~ c..~ DATE, 08/09/17 SHEET C3 UJ z 0 -I- <( u -_J c.. c.. <( 1---~ ~ w c.. 1-z w ~ CL 0 _J w > w C _J <( 1-UJ <( 0 u {/) w ~ ---' LL LL <1'. O' 0 {/) w w >-0 ---' 0.. 2 w {/) O' w z f-0' <1'. 0.. O' w I f- LL 0 >-z <1'. O' 0 f-z w ::J 0 ,-.: 0 w !::: I 0 O' <1'. w I f- >-<II {/) U) w z z w f-w ---' 0.. 2 0 0 O' 0 w ---' <1'. 0 {/) ,: ;/ "' ::::, u ;/ 0 f- U) <1'. 0 w ::J Q_ 2 "' 0 0 w U) U) w O' Q_ X w {/) w e= z <1'. O' O' ! O' 0 U) 2 5 0 0 z I f-~ ::; z 0 ---' <1'. ::::, f-0.. w 0 z 0 0 w Cl'. <1'. U) z <1'. ---' 0.. w U) w I f- 0'. w 2 5 0 {/) 0 N D ©--;-, 9' -D 314" 19"x15" BAR SINK C ~ 32'-5114" ~ F ,--- UNDERCOUNTER REFRIGERATOR; 6 CU. FEET MAX. 17'-11 314" CLOS T 18 ·o·CJ·_:--. ': 0 '. _; :-. -. . ',. 5' -O" 13 FAMILY /TV ROOM ELEVATOR SERVES -----'-- BASEMENT, FIRST FLOOR AND SECOND FLOOR 1 23' -4" 0 11'-11112" 4 14' -2 718" '---...-i--:;: 0 UP~---+--~--+--~ "' 3 CD l 2' 4 314" l - UNDER STAIR STORAGE !I 1 -----""-------~--r---+----~ ~! 31' -5 3/8" CD 3 LIGHT WELL a,: j-J:t-"-j---:;-t---STORM DRAIN PUMP --;,:t-l-+-----------------=--t--t::====:::i~'---t--b::==a!..---rr~-1:=--t---__J"' SHOWER/TUB CLOSET 19 ~ -"' I gJ 4' -7 3/4" BEDROOM3 2 14' -7 114" "" ' "' t--1:P'Ct--SPA EQUIPMENT UNDER STAIRS IN ENCLOSURE 0 "-f---------,l<'---------11_· -5_" --+--------------t----,f----------,,r-~ {"' __ 6 ___ _ ~ 5'-5114" 25·.11112.. I 11·-81/4" 32' -5 114" ' I ' J E F A6.2 BASEMENT l=LOOR PLAN PLAN NOTES 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. EACH BATHROOM SHALL HAVE A DEDICATED 20 AMPERE CIRCUIT BEDROOM BRANCH CIRCUITS SHALL BE ARC-FAULT CIRCUIT PROTECTED AND KITCHEN AISLE COUNTERS SHALL BE GROUND-FAULT CIRCUIT-INTERRUPTER PROTECTED. KITCHENS AND BATHROOMS SHALL HAVE FLUORESCENT GENERAL LIGHTING OF A MINIMUM 40 LU MENS PER WATT. ALL SMOKE DETECTORS ARE SHOWN ON REFLECTED CEILING PLANS SMOKE DETECTORS SHALL BE PERMANENTLY WIRED WITH BATTERY BACK-UP. SMOKE DETECTORS SHALL SOUND AN ALARM AUDIBLE IN ALL SLEEPING AREAS. 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". STATE HEALTH AND SAFETY CODE 17921.9 BANS THE USE OF CHLORINATED POLYVINYLCHLORIDE (CPVC)AND CROSSLINKED POLYETHELYN (PEX) FOR INTERIOR WATER SUPPLY PIPING. NEW WATER CLOSETS SHALL USE s 1.28 GAUFLUSH, LAVATORIES AND FAUCETS s 2.2 GALLONS PER MINUTE (GPM) AND SHOWERS s 2.5 GPM. PROVIDE FAUCETS WITH A MAXIMUM FLOW OF 2.2 GALLONS PER MINUTE (GPM). PERMANENT VACUUM BREAKERS SHALL BE INCLUDED WITH ALL NEW HOSE BIBS. PROVIDE ULTRA-LOW FLUSH TOILETS (NOT TO USE MORE THAN 1.6 GALLONS OF WATER PER FLUSH). 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. GAS VENTS AND NON-COMBUSTIBLE PIPING IN WALLS, PASSING THROUGH THREE FLOORS OR LESS, SHALL BE EFFECTIVELY DRAFT-STOPPED AT EACH FLOOR OR CEILING. 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). THE CONTROL VALVES IN BATHTUBS, WHIRLPOOL BATHTUBS, SHOWERS AND TUB-SHOWER COMBINATIONS MUST BE PRESSURE BALANCED OR THERMOSTATIC MIXING VALVES. ATTIC VENTILATION OPENINGS SHALL BE COVERED WITH CORROSION-RESISTANT METAL MESH WITH 1116" MIN TO 118" MAX. OPENINGS. 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. 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. 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 NOTES 1. ALL LIVING AREAS TO BE SERVED BY HEATING/COOLING (HEAT PUMP) 2. FIRST FLOOR AND BASEMENT TO BE SERVED BY HVAC UNIT IN BASEMENT 3. SECOND FLOOR TO BE SERVED BY HVAC UNIT LOCATED ABOVE PANTRY 4. BASEMENT HVAC TO HAVE PUMP FOR CONDENSATE LINE PLUMBING NOTES 1. 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 andASME a112.19.14. 2. Lavatory faucets shall not have a flow rate less than 0.8 GPM at 20 psi. TABLE 4.303.2 FIXTURE FLOW RATES FIXTURE TYPE MAXIMUM FLOW RATE AT~ 20 % REDUCTION Showerheads I 2 gpm @ 80 psi Lavatory faucets, residential I 1.5 gpm @ 60 psi (2) Kitchen faucets : 1.8 Qpm rm 60 osl Gravi-ry tank Lyµe water closets : 1.28 aallons/flush (1 l F!ushometer tankwater closets , 1.28 nallons/flush (1) Flushometer valvewater closets · 1.28 nallons/flush (1) Electromechanical hvdraulic water closets: 1.28 na!lons/flush (1 l :;; <1'. SUBMITTAL$/ REVISIONS "' "' g # Date Revision/Submittal -.... 0 £:! .,. --"' z 0 -I-u ::) a:!: I- Cl) z 0 u Q) L.() a:!: .... I'-0 :, 0 ..., u N Q) LL ..., Q) ()-, ....r: > -<( I"---u -<( u I"") I-.... -<( "' ""1" 0 • I"") 0 ....r: .... ....r: 7J u ' u Q) 0 I"") .... z :, u Q) 0--....r: OJ I'-u rJ) 0 ,...._ C: I"---C: co I ,Q 0 _Q L() I-.... OJ L() ~ ~ w Cl) z 0 ..... I-<( u -z ...J a. <:( a. ...J <( 0. I--0:: ~ 0 ~ w 0 w a. u ...J I-z LL z w ..... w a z ~ ........ w a. ti) ~ 0 UJ ...J 0:: c3 w w 0 ti) > a~ <:( w o::~ m C <:(~ ...J :I j <( u~ I-..... ~ Cl) -o <C 0:: ~ 0 c..~ u SCALE, 1/ 4"" l'-0" DATE, 08/09/17 SHEET AO CJ) LU ~ _, u: u. <( "' 0 CJ) LU LU >-g CL :a w vi "' LU z .... "' <( CL "' w I .... u. 0 >-z <( "' 0 .... z LU ::J 0 ,-.: 0 LU !:: I u "' <( w I .... iii (./) (./) LU z z LU .... LU _, CL :a 0 0 "' 0 w _, <( u CJ) >-' '.;l "' :::, 0 '.;l 0 .... CJ) <( 0 LU ::J CL :a "' 0 0 LU CJ) CJ) LU "' CL X LU vi LU ,= z <( "' "' ~ "' 0 CJ) :a 5 0 0 z I .... s: >-_, z 0 _, <( :::, .... CL LU 0 z 0 u LU "' <( U) z :"i CL LU U) LU ~ "' w :a 5 0 CJ) 0 A © D E I : 44' -4" '. ' 2'-31/4" 9' -8" 9' -0 3/4". 23' -4" ··4'-113/4" 4' -1" 2' -8" .9' -O" 9' -O" · · 2' -8" .~~~=F==~C7f'====1========:-==ct===c~?-:-==c?-:-===c==c::'71===:cT~,-. / / NEW FENCE AND SELF-LATCHING GATE: ALIGN HEIGHT WITH NEW FENCE LOCATED ON NE PROPERTY LINE; MAX. HEIGHT= 6' -O" 1 0-- "' ' 0 DN 1 3' -2 1/2" I J [JI j PLANTER rr~ ~ "' ' GD ., MUD ROOM 8 "k-~-+-~-c+-+--"-+-~-~-i-'-@) El====, 0-- 0--- ~ -~ N 0 ' ' N ~ , ......... . "' N NEW WALL AND FENCE; ALIGN & MATCH EXISTING. MAXIMUM HEIGHT NOT TO D MASTER BEDROOM 11 8'-21/2" ENTRY 9 I I I I I I I I I I \ \ 0 0 N \ \ \ \ I @) 22' -3 3/4" I \ I \ I \ 8' -6" x 19' -0" I \ PARKING SPACE #1 / \ I \ ' \ I I \ I \ I \ I \ I GARAGE \ I \ I 7 \ I \ I \ I \ I \ I I I 20' -0" I I I I 8' -6" X 19' -0" I PARKING SPACE #2 / I I \ I \ \ I \ I \ I I \ I \ I \ I \ I \ 20' / 0" x 20' -0" \ FOOTPRINT \ I I I I I ----1- I I I 1/ I '--· 21 " N 5' -4 3/4" 8' -0 1/2" I I \ / L --'(,:----_\( --- ELEVATOR SERVES --~--- BASEMENT. FIRST FLOOR ELEVATOR AND SECOND FLOOR y_ ______ ..J ( N N \__ READING NOOK,--ttl-----+\-_,,__ AT LANDING NEW42"HIGH I SAFETY RAILING ON TOP OF LIGHT WELL WALL LEVEL7 S "' LI HT WE LL MASTER CLOSET 12 ':!: "' 0 I I I I I I I I I I I u -~-t-+--~ I DNf-+--+--t-~+-+-+-t-+---~ MASTER BATH 13 4'-21/4" I . I ! SHOWER GD C:, ELOW 0 ----'k"' 6'-71/2" '.§] @ fog ~ "' ' co f-- N ':!: -"' N N "' ':!: "' a, "' .,. ' --4s?;' "' &, "' "' 10'-9 5/8" I I I I I I I I I I I I I I I I I . : ... ::::::::::coVERED -:-. -==============:;2===='1' I I L----------------~ LOW 1' -O" CMU WALL W/2' -6" HIGH DECORATIVE ENCE AND GATE ..... O') "' ...... "DECK ..•. ,.-c·::::::::::==="-s:..'-----:--:-~ DECK SHOWER; UNDER COVER / / 7' -4 3/8" 4'-21/8" EXCEED 6' -O" ---~ ~~~~;::;;; .. ~·-:::::= .. ~;::;;;-;;;'=. .. ~ .. ~;:';;;. ;;'=. ... ~ .. ~. -·r· ·-·--·-· ± 56' ! 20' -6" 9'-31/4" A FIRST FLOOR PLAN 14' -6 3/4" D I I ® EXISTING WALL W/FENCE TO REMAIN 3' -O" llll'""'-NEW WALLAND FENCE; ALIGN & MATCH EXISTING WALUFENCE. MAXIMUM HEIGHT NOT TO EXCEED 6' -O" .,. " +I SPA EQUIPMENT UNDER STAIRS: ENCLOSED EXISTING WALL W/FENCE TO REMAIN 6 PLAN NOTES 1. EACH BATHROOM SHALL HAVE A DEDICATED 20 AMPERE CIRCUIT 2. 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 PLANS 5. 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 USES 1.28 GAUFLUSH, LAVATORIES AND FAUCETS s 2.2 GALLONS PER MINUTE (GPM) AND SHOWERS s 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 FALLA 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 NOTES 1. ALL LIVING AREAS TO BE SERVED BY HEATING/COOLING (HEAT PUMP) 2. FIRST FLOOR AND BASEMENT TO BE SERVED BY HVAC UNIT IN BASEMENT 3. SECOND FLOOR TO BE SERVED BY HVAC UNIT LOCATED ABOVE PANTRY 4. BASEMENT HVAC TO HAVE PUMP FOR CONDENSATE LINE PLUMBING NOTES 1. 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. TABLE 4.303.2 FIXTURE FLOW RATES FIXTURE TYPE MAXIMUM FLOW RATE AT a 20 % REDUCTION, v, ,owen 1eaus L gpm 1t uu psi ' Lavarory rnuceis, res1aem1a1 1.0 gpm .-'"''-' psi 1.:::: 1 I t\1tcr1en 1aucets 1.tl gpm w ou 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 aallons/flush (1) :a ,-----------, <( " "' SUBMITTALS / REVISIONS g 1-,c,-,Dc-ac-te-,-,R,-e~,i~sio-c~/S,-,b,-m~itta,-,-II ~t-t-----i-------i ~ 1--f----t------l ,._ ;; 1--t----+------j ~ 1--t----+------l ;;: 1--t----+------i 00 1--t---+------l l-t-------1--------l z Q! '-:::, _,_, u Q! _,_, _c u '-<( _c u '-:::, _c u C: ,Q '-co L[) I', 0 N Q! 0- > <( I', <(Un "' "" o -n '-_c v u , w on u Q! 0, co I', (./) o- I', C: co 0 _Q L() 0 co L() (./) - 0 .... l-o :J a:: I- C/) z 0 u a:: 0 LL l-o z 1- 1-----.-----1 w z <:( ..J c.. UJ 0:: 0 u 0 z UJ ..J C LL -I-ti) ti) UJ 0:: 0:: 8 -0 LL c~ 0::;; <:(~ :I: j u~ I-~ -o a::~ c..~ SCALE, l/ 4" 0 l'-0" DATE, 08/09/17 SHEET Al Cl) z 0 -1- <C (.) -...J a.. a.. <C I--:aE a:: w a.. t-z w ~ a.. 0 ...J w > w C ...J ~ Cl) <C 0 u (/) w ~ -' u: LL < Q'. 0 (/) w w >-0 -' [L 2 w (/) Q'. w z r Q'. < [L Q'. w I r LL 0 >-z < 0:: 0 r z w -' u r' u w r I u Q'. < w I r >-ro (/) (/) w z z w r w -' [L 2 0 u 0:: 0 w -' < u (/) ,: ::I 0:: :::, u ::I 2 (/) < 0 w :J [L 2 0:: 0 0 w (/) (/) w 0:: [L X w (/) w >== z < 0:: 0:: ~ 0:: 0 (/) 2 '.S u 0 z I r ~ >--' z 0 -' < :::, r [L w u z 0 u w 0:: < (/) z ::i [L w (/) w I r 0:: w 2 ;:;: -' u (/) 0 0-- "' "' N :,: "" -- <D 0- t! -N "' ~ ~ "' <D ©--- "" "" "' "' a, "' PIZZAOVEN _JJJL-,---li--J-_,---- FRONT DECK i I @] ci)f ~'}' ~ w w s ~ 0 0 z ~ w: @ 2' -4 5/8" 2' -7" 5'-6112" 17'-81/4" r -------9· -10" I I I I I I I I I LINE OF DECK ROOF ABOVE 4D ' GREAT ROOM 15 EQ EQ ] n7 , I 8'-21/2" 6'-11/2" 3' -2" SECOND l=LOOR PLAN 20' -11 1/4" E I 1' -4 1/4" -~--- KITCHEN 2' -6" 14 3' 0" ~~r [ if. ELEVATOR SERVES BASEMENT. FIRST FLOOR AND SECOND FLOOR ~ (/) I u z w ro --~------------- ELEVATOR LL w "' ! PANTRY I I _______ _J DNlf--+--+--+-t--+--+--t-t--+---~ 7' -10 1/4" BEDROOM#2 1 16 2' -8" 2' -11 3/4" 4' -10 1/4" 8' -3" 18' -9" I 1'-41/4" E 0 "' 0 N ~ N ' N "' 0 0 U') ----0 PLAN NOTES 1. EACH BATHROOM SHALL HAVE A DEDICATED 20 AMPERE CIRCUIT 2. 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 LUM ENS PER WATT. 4. ALL SMOKE DETECTORS ARE SHOWN ON REFLECTED CEILING PLANS 5. 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 s 1.28 GAUFLUSH, LAVATORIES AND FAUCETS s 2.2 GALLONS PER MINUTE (GPM) AND SHOWERS s 2.5 GPM. PROVIDE FAUCETS WITH A MAXIMUM FLOW OF 2.2 GALLONS PER MINUTE (GPM). 1D. 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- 13. 14. 15. 16. 17. 18. 19. COMBUSTIBLE MATERIALS. GAS VENTS AND NON-COMBUSTIBLE PIPING IN WALLS, PASSING THROUGH THREE FLOORS OR LESS, SHALL BE EFFECTIVELY DRAFT-STOPPED AT EACH FLOOR OR CEILING. 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). THE CONTROL VALVES IN BATHTUBS, WHIRLPOOL BATHTUBS, SHOWERS AND TUB-SHOWER COMBINATIONS MUST BE PRESSURE BALANCED OR THERMOSTATIC MIXING VALVES. ATTIC VENTILATION OPENINGS SHALL BE COVERED WITH CORROSION-RESISTANT METAL MESH WITH 1/16" MIN TO 1/8" MAX. OPENINGS. 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. 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. 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 20D LBS ANYWHERE ALONG THE TOP RAIL. HVAC NOTES 1. ALL LIVING AREAS TO BE SERVED BY HEATING/COOLING (HEAT PUMP) 2. FIRST FLOOR AND BASEMENT TO BE SERVED BY HVAC UNIT IN BASEMENT 3. SECOND FLOOR TO BE SERVED BY HVAC UNIT LOCATED ABOVE PANTRY 4. BASEMENT HVAC TO HAVE PUMP FOR CONDENSATE LINE PLUMBING NOTES 1. Includes single and dual flush water closets with an effective flush of 1.28 gallons or less. Single flush tollets-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 TABLE 4,303.2 FIXTURE FLOW RATES FIXTURE TYPE MAXIMUM FLOW RATE AT~ 2D % REDUCTION Showerheads 2 gpm @ so psi Lavatory faucets, residential 1 _5 gpm @ 60 psi (2) ! Kitchen faucets 1.8 gpm @ 60 psi i Gravity tank type water closets 1.28 gallons/flush (1) 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) 2 .-----------, < LO SUBMITTALS I REVISIONS "' g # Date Revision/Submittal f--1------+-------l "" ~ f--1------+-------l 0 £'.' t-'1------t------; ;": f--1------+-------l "' t-'1------+------; l-t----t-----1 z OJ ... :, ~ u OJ ~ ..:E u ... <( _c u ... :, _c u C 0 ... CCl I.() I'-- 0 N OJ 0-- > -<( I'--<;; u "" 0 ~ ... _c ~ -0 u ' OJ 0 "" u OJ 0-- Q'.) I'-- if) o- I'--C C() 0 _Q I.() I.()~~ 0 -l-o ::, ~ I- f/) z 0 u ~ 0 u.. l-o z I 1--1----~-----lw UJ u z w C - SCALE: DATE: SHEET z <:( _. c.. 0:: 0 0 _. LL C z 0 u w Cl) BRIAN CHURCH l/4" = l'-0" 08/09/17 A2 UJ z 0 -I- <( u -..J CL a.. <( I--~ ~ w a. 1--z w ~ a. 0 ..J w > w C ..J <( I- (/) <( 0 t) (f) w f-::, ..., <L <L <( ll'. 0 (f) w w >-0 ..., IL 2 w Cf) ll'. w z f- ll'. <( IL ll'. w :r: f- <L 0 >-z <( ll'. 0 f-z w ::J 0 >--' 0 w !:: :r: 0 ll'. <( w :r: f- >-a, (f) (f) w z z w f-w ..., [L 2 0 0 ll'. 0 w ..., cl (f) ;,: '.;;_! O' ::, 0 0 <( l2 (f) <( 0 w ..., [L 2 ll'. 0 0 w (f) (f) w ll'. [L i1i (f) w i= z <( ll'. ll'. ~ O' 0 (f) 2 '.5 0 0 z :r: f-;;; :::; z 0 ..., <( :::, f-lL w u z 0 u w ll'. <( (/) z '.S IL w (f) w I f- ll'. w 2 '.5 u (f) 0 0-- ©-- "" N ©-- 0--- "' ( OPEN TO BELOW-) ROOJ: LEVEL PLAN ( ~OP 12' -7 114" E 5'-61/4" "' N PLAN NOTES 1. ALL SMOKE DETECTORS ARE SHOWN ON REFLECTED CEILING PLANS 2. 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 118" 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 INSTALLEO 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 NOTES 1 ALL LIVING AREAS TO BE SERVED BY HEATING/COOLING (HEAT PUMP) 2. FIRST FLOOR AND BASEMENT TO BE SERVED BY HVAC UNIT IN BASEMENT 3 SECOND FLOOR TO BE SERVED BY HVAC UNIT LOCATED ABOVE PANTRY 4. BASEMENT HVAC TO HAVE PUMP FOR CONDENSATE LINE 5. PHOTOVOLATIC PANEL ARRAY LOCATED ON ROOF. :;;,---------, <( SUBMITTAL$ I REVISIONS ~ lc#"''D;::a;::te-c--;R;::e---,vis=,o=a"'1scc,bc--:m:citta=i1 0 i-c---i---------, ~ i--c---t--------j ,-.. ;; t-c---i---------, ~ i--c---t--------1 ;;: t-c---i---------, 00 i--c---t--------1 ,-,----,------,z OJ ... :::, ~ u OJ ~ _c u ... -<( _c u ... ::, _c u C 0 ·.::: co L.() r----- 0 N (IJ 0- >--<( r----- -<( u I'{) "' -s;/' 0 • I'{) ... _c v u , (IJ O I'{) u (IJ 0- a:J r-----V) o-r-----C cQ 0 _Q L.() L[) Jl ~ 0 -1-u ::> et:: 1- (/'J z 0 u et: 0 LL t-o z I 1- .--~--W w u z w a - z <:( -I 0.. -I w > w -I u.. 0 0 a ~ BRIAN ~ CHURCH SCALE: 1/4' = 1-0" DATE, 08/09/17 SHEET A3 (/'J z 0 ...... I- <( u -....J 0... 0... <( 1--:a: et: w c... 1-z w :a: 0... 0 ....J w > w C ....J <( 1- (/'J <( 0 u (/) w ,_ ::s ----' ii: IL <( !l'. 0 (/) w w >-g n_ :;; w (fJ a: w z ,_ !l'. ci: !l'. ijj I f-- lL 0 >-z <( !l'. 0 f--z w ----' 0 ,_; 0 w t: I 0 !l'. <( w I f-- >-<D (/) (/) w z z w f--w ----' n_ :;; 0 0 !l'. 0 w ----' <( 0 (/) >-~ :::, 0 ;i 0 ,_ ';f_ 0 w ----' n_ :;; !l'. 0 0 w (/) (/) w !l'. n_ X w (fJ w ;:: z <( !l'. !l'. ~ !l'. 0 (/) :;; 5 0 0 z I f--s: '.J z 0 ----' <( :::, f--n_ w 0 z 0 0 w !l'. <( (/) z s n_ w (/) w I f-- !l'. w :;; ;;' ----' 0 C,:) D 0-- A --...... -; i • •·· u .... .... 'I'. ----_ . -; ---· . I • -·· I ' • I• 1- : , ... -: I -' - •• ; - -.... . ... ; -• .. ; : DECK_ BELOW • .. I I ' - ' : .. -: -- - I I C 4 E ', ., ---- 1'-10112" . -· ,,. ... -,;,.. -. :-I 2" I 12" 2" I 2" --1-- ---I I rr.:==="'==i======="db=c!!==1===== ~ I I "' I Ll'------------',---------------7 I -11·-8'-4"/12" 4"/12" ,,. I -' "' ' ,--f--'::,:,'<" ------------7 I I /I I' I I I I I I I I I I ---·. ., ' I I I I I 1 --2"/12" 1" I 12" I I I I I I I I i 4"/12" 4"/12" I I _2' -O" !, 'I I I I ! 4" I 12" 4" / 12" I I 2' -O" ,, 'I , I I L I I I I I I I I I I I I I I I I I I I I I 111-1=..i1 I I I I L7 I ==== I ! _____________ ----------\-1-I--II~-' fRICKET _,, I : ' i 2' -O" I , ', 'I I I I I I ,=r---- 1 I I I I ., ..... . 4" I 12" 4" I 12" I j // ; ' I I I I I ' ' I I I I I I I ; I I L -~-------;-'is-----_J "' ,- 1 I I I I I I ' -; ' --0 I ' ": 4--'---1"-------ll---'----L-----~L#------_L--1------'-----ll---+-----+--4" / 12"---+----4" I 12"'--------+---ll+-JH-------~ r I I -'1-c--- 2" I 12"-W-- I I I I 2' -O" ] , I, 'I 4" I 12" 4" I 12" 2' -O" _ 2' -O" ,. ,,. 1.- : CRICKET i\ 1 I _______ -'-,~, r---/-----------! I I I I 1' -s" ,, ,,i • ' ' ,-----------------:-"k--------J 0 I , I C'\ -----. _J ' .... ' ..• --. ,_, -, "''''''''" ,, ii'-.-·1......-.. -• --~-:; --e----;t··=·····-.-.-··= ·-==·==··= ···-.-.-··-.-.-··=:-:-::-=: ',··==-==··-= ······=-==== ; ; i ---I • Ii '---' ---l=====I "; -JL1,'_-5--J"!'.-I DECK BELOW , ; 2" / 12" ' • N / .•• , I ' • IC.,., ..... ' ......... ,. ·:·· · .. , ......... -.... · ......... --· ... I ~ / ···;1 _,_.,,,,,,,,j:L, '.,,,,,,,,'""· --l==7-,r'*"~=~~:!LJI ::----.. 7 .... -1----.,-_ , -···---=:··::_:··· ·::_:······::_:··:_··,-~===== ! ·~--: -·--11116-,••----•_=J=al.~~=====l'-'---'---'--+'--'--'---'--' ---· -.-~-a=~==='· -----------·----·------I -... :1177 I----J.=1~,'> 11 :=!LJ11:r I - ROOF PLAN 11111 UPPER ----0 1_ ---------------~~~ ROOF PLAN NOTES USE CLASS "A" CERTAINTEED "LANDMARK" ASPHALT SHINGLES, REFERENCE PRODUCT ICC REPORT ICC-ES ESR-1389 AND UL CERTIFICATE NUMBER 20130517-R684A_ :;;.----------, SUBMITTALS / REVISIONS <( ~ N ~---,,c-,,---r-o,----c-c~~--1 ~ # Date Revision/Submittal 0 ~1-t--+-------l C::1-+--+------I 0 <::,1-t--+------1 ~H--+------l a>f-+--+------1 f-+-----l-----l z -<: u L -<( -<: u L ::, -<: u C 0 L O] 0 -l-o :::, a:: 1- UJ z 0 u a:: 0 LL l-o z l- 1---~---1W c:: UJ a.. a.. ::, UJ II u z z -<( UJ -I C a.. -u.. en 0 UJ C::8 0 0 c:: c~ c::~ -<(~ ::czs u~ ..... ~ -o c:: ~ a..~ SCALE: DATE: 08/09/17 SHEET A3.l UJ z 0 -I- <( (.) -..J CL CL <( I--~ a:: w CL 1-z w ~ CL 0 ..J w > w C ..J <( 1- UJ <( 0 (.) CJ) w f-<( ::J u.. u.. <( °' 0 CJ) w w >-0 _J "-2 w ui °' w z f-°' <( "- ct'. w I f- u.. 0 >-z <( °' 0 f-z w _J u ,-: u w f- I u O'. <( w I f- >-m (/) (/) w z z w f-w _J "-2 0 u °' 0 w _J c3 (/) >-:;' °' :::, u :i 0 f- (/) <( 0 w _J CL 2 O'. 0 0 w (/) (/) w °' CL X w (/) w f-z <( °' °' ~ O'. 0 (/) 2 5 u 0 z i'.= ~ :>:; z 0 _J <( :::, f- "-w u z 0 u w ~ (/) z ::5 CL w (/) w I f- it' w 2 5 u (/) 0 -------- r111, T.O. PLATE 3 i..,vl"'l-c6c-=2.,-'' -21 /8" PROPOSED GRADE --- N ' "' N ------ CEDAR RAILING; PAINTED WHITE ___ ,, - 5'-31/4" APPROVED SPARK ARRESTOR/SHROUD ------------ I_ ~ -PROPOSED GRADE · .... ······················-7-- EXISTING GRADE ---WALL OF LIGHT WELL ELEV A TION -EAST A . ' H . . ALLURA FIBER CEMENTc:i CEDAR LAP SIDING. COLOR: PACIFIC BLUE 1 x 6 CORNER TRIM --, PAINTED WHITE WOOD FASCIA; PAINTED WHITE '----EXISTING AND PROPOSED GRADE ARE THE SAME HERE 2' -0" 11··11!DDI ··LJ >----······································ D~D I: "'""" II ORNAMENTAL GATE AND WOOD FENCE; MAX. HEIGHT= 6' -O" ABOVE FINISHED GRADE ELEV A TION -NORTI-I 0 "' N I !DD! rwi -.,.,.,.,V ·· ·m' .. -... --;n· ; ·· · , ,i '. :, [ '..........,JJ ' r ................ .. ········· .@I 1 x 6 CORNER TRIM PAINTED WHITE · ·· · ~=++---------ALLURA FIBER CEMENT CEDAR LAP SIDING. COLOR: PACIFIC BLUE T.O. PLATE 2 Ill"\ 63'-:-2~5~/8'c--" ~CJl'..I .. ·--------·----·---·-·----·------------------------, . FLOOR OF LIGHT WELL ~ SECOND FLOOR ~ 53•-::-1 5/8" \ T.O. PLATE ~ 52' -1" ••••.•·.··s, :C.,·.•,q-,~-1 x8 CORNER TRIM PAINTED WHITE ALLURA FIBER CEMENT 1 1" SHINGLES. pd ... h-'i.··''n,r.·:··:: .. =: I ~,r """' ,w, '!i='::::::t-::C:PROPOSED GRADE FIRST FLOOR -42' -O" ---WALL OF LIGHT WELL EXl~TING ~RA~~ I BSMTPLATE ~ 40' -11 3/8" *NOTE: GUARDRAIL FOR LIGHT WELL NOT SHOWN FOR CLARITY ·~ ,· . ,·· 1 .·:j I N tc' -"' ... N ... "' .,. N N --- i=' (/) 3i 0 _J w 0 <( °' C, C, z e= CJ) x w 2 0 O'. u. f- I C, w I ~ 2 BASEMENT FLOOR PLAN ~ -31·-=-10 3/8" ----- PROPOSED GRADE EXISTING GRADE 'L :a~---------, <( D SUBMITTALS / REVISIONS ... h~~-,-=====.i ,;; 1-'"'+-.cD'.c'.ate~.j...'..R:::•:c>•-::,;oc:oi'.:'.SC"ob:cmc::;tt=-ial D h---+-------j C::l---f-----1--------1 ~ 1---1-----+-------j ~ l---l----t-------1 o3 1---1------+--------j 1---1--1-----t z 1---l--____L___---t 0 _c u '--:::, _c u w u z w C -V) w Q:<3 0 0~ a~ -<(~ :I:~ u~ ..... ~ -o a~ c..~ - V) z 0 -I- -<( > UJ ..J UJ ~-BRIAN ~ CHURCH SCALE: 1/4' • l-0' DATE: 08/09/17 SHEET AS.O -t-u ::, et:: t- UJ z 0 u et:: 0 LL l-o z I -..J CL a.. <C 1--~ et:: w a.. 1-z w ~ a.. 0 ..J w > w C ..J <C 1- UJ <C 0 u Cf) LlJ ~ _J lL lL <( °' 0 Cf) LlJ LlJ >-0 _J a. 2 LlJ u5 °' LlJ z f- °' ti: °' w :r: f- lL 0 >-z <( °' 0 f-z LlJ ::J 0 ,.: 0 LlJ !::: :r: 0 °' <( LlJ :r: f- >-"' Cf) Cf) LlJ z z LlJ f-L!J _J a. 2 0 0 °' 0 LlJ _J <( 0 Cf) >' 0 <( °' ::::, 0 '.,! 0 f- '!i. 0 LlJ ::J [L 2 °' 0 D LlJ Cf) Cf) w °' ~ LlJ Cf) LlJ e= z <( °' °' ~ °' 0 Cf) 2 5 0 0 z :r: f-'s: ::; z 0 _J <( ::::, f-a. w 0 z 0 0 LlJ °' <( Cf) z ::i a. w Cf) LlJ :r: f- °' w 2 5 0 ~ D ····--·-··---------- 2 ,----------, ,, 5'-31/4" 7: r APPROVED SPARK ~--~ : ARRESTOR/SHROUD 'I I 1 LINE OF 30' -O" BUILDING <( ,--.,. SUBM!TTALS / REV!SIONS Date Revision/Submittal ~ # t-,-----+---------1 ----------------------------- CLASS "A" CERTAINTEED "LANDMARK" ~ COMPOSITION ASPHALT SHINGLE ROOF, COLOR: THUNDER GRAY " " .. '., :' ... •.·,:,·•.:: .. : ' [ / HEIGHT ENVELOPE ----.,_ ___ - ,,, ,, '···==177!ill '' ----- _, '" ··-··-·m ----·' ··:;·: ' " -' ;0J;]f [~! ' : ' " ,, ' -:' C ;;-,-' ; J. :.-,. --------------------------- ' ~ ,··,, 1i i ,: ,, ' :· ' ',, GUARDRAIL; -- PAINTED WHITE ':'} ::::~~"~':'_':_-::._~77,;:::=;i===c:::;==.;;;=========;;;;;,;====:;;;;;;;;;;;;;;;;;;==;;;:;;';;:~==r-r-~--~~~~~~~!~~;.,.-:;-:~~~i~rl. -r,.-r -..,-=----H~ I STAINLESS STEEL CABLE RAILING 2X8 BEVELED CEDAR CAP; ~ , 1 '-, PAINTED WHITE ''-t,!Jbd. .' ~!i~~ ~ ~ ' ~ !f, _ ; I , "' i: I , ' '}""""""''" "'""''"""w""'"""o ""' H,nocc ,ooo••••oooo, -,,,~,o,oo~o~ooo,o Hoo,,, f "'"'"'" .. """" ., '"" '"'''~""'""'"'~' ALLURA FIBER CEMENT 7" SHINGLES. jfifil, COLOR: PACIFIC BLUE: PROPOSED FINISH GRADE \ 11",--~ --~! !~--~"~--~! ! EXISTING GRADE • ' ' ' :: \ ; ,, ' ".L. L;,. : : ' ', ' :: ' ' ' ' ' :• ' "' ' ' ELEVATION WEST A5.1 8'-91/4" ,, ' ' ' i '!,: ,, ' : : T' ' ' '' ; ; . :: ' ' i H ! .; 11 ' ; , ' ; ' ,, j' i: '' :, :: : :· :, . (i !' ii::' :: '-i : i :· : : <: ·; .. :; ! i! ! 1. ;: !. )! !l ! t U ' ......... \ .:.;L;:;:,;·:r. ~--'· :: · .· ... ' '.·-. ,' , .. ·,· ' '"" ""i! '""'"" "" D ' D · . : · · II ' " '' j ' )'. ' ' ' : ,, ' D WOOD DOOR; __J PAINTED WHITE I D ' I ' D i I" ' ' ,,,, ,, '_,_._·' ,.,, --'-- ,: , ..... :,:;,-_,.,., ... ,.,,., ___Jif .. , .. ,, ,,,, ,1, , _··. ,··,·,-,r:;, ,2, , 111, , , '.,/ -------~/ :;~:.:.,.:T:,,·, ;::-_, .. , .. ,:-:· __ ... , i• ---.\7======--=----=---=" -='=--·=·=., .. Ti-----,.,,,.,, .. ,,,.,~: I D '' L. lL:.:·, : '-: " --• . , : 1 :: . : , :: , ' ! :; • :-' :i :: ' ' -. -: r . -· , ··. ALUMINUM CLAD _J WOOD WINDOWS: .. COLOR: WHITE --------- ," "" ,L '' :; ;, : II ' ' -- D D D D D . ') .. : .:: : . :, )i i .. " • --, : ; ""··"· : : • !! ! .... , .. ,, ::-![ t '. ,'.' -.. ".>.:.~_-_;_:_'_"J_ ' : : :: : ' ' : ',, : } : ~ ;; : .. ; . '. ·- ·;: ·_;_ ...... ·:: :·:.:'..',",'.'J,.,. ._, ·,: ·,) ' .. ' :·::,::·.: :::,. ·:::·.~·· .. ;,-_, ,, ,', ,, I . ' .. BRICK MASONRY--J---- WALL ~1. _____ _ '-~,-,:::·.:·_;, .. "" , ..... :;:z: f_ LINE OF 30' -0" BUILDING HEIGHT ENVELOPE --------------------...... ---------...... -----, ---1.() '° N ------------------- FINISH GRADE L ~ELEVATION -SOUTI-I ~ 1/ 4 11 = 11-011 THIN MASONRY VENEER 0[0 [@] I I I I z 2 LINE OF DECK BEHIND WALL J...__ BASEMENT WALL I 0' a, N -...J PROPOSED FINISH GRADE ~ EXISTING GRADE +---LIGHT WELL WALL I I I [ LIGHT WELL I ~ -----FLOOR -----J ., _fn i'-- -------.,,,,---I I __,. ~ ... ! :' f-+----+------lz ALUMINUM CLAD WOOD WINDOWS COLOR: WHITE -ALLURA FIBER CEMENT CEDAR LAP SIDING. COLOR: PACIFIC BLUE N co ,,,---THIN MASONRY VENEER N CASED WOOD COLUMNS: PAINTED WHITE ' L[) r----- 0 N QJ 0- > <:( r----- <:( u I"') "' -s;j" 0 • .,-, '-_r: ,, I ......C """'O U I ::: QJ O I"') :::, u QJ(}- _r: OJ r----- N ! u if) O ,.--.., , v-CONCRETE LANDSCAPE c I"-c o:) 0 -l-o ::> 0::: 1- U) z 0 0 ~ 0 LL l-o z I -"',c,,/1 RETAINING WALL WITH o Q _Q L() _/ WOOD FENCING; MAX. OJ'-1 ,._ , Q o:) L__ ,"; COMBINED HEIGHT= 6' -0" u I v, -r- --·- EXISTING GRADE j ro 1----~--~w ' ' ' '' LU u z LU C - SCALE, DATE, SHEET ti) z 0 -I- <;( > LU ...J LU BRIAN CHURCH l/ 4" = l'-0" 08/09/17 AS.l en z 0 -1- <C 0 -..J c.. c.. <C 1--~ 0::: w c.. 1-z w ~ c.. 0 ..J w > w C ..J <C I-en <C 0 0 Cf) w f-:'s ___J LL LL <( 0: 0 Cf) w w >-0 ___J (1_ 2 w Cf) 0: w z f-- 0: <( (1_ 0: w :r: f- LL 0 >-z <( 0: 0 f-z w ___J () ,-" () w !:: :r: () 0: <( w :r: f- >-a, Cf) Cf) w z z w f-w ___J (1_ 2 0 () 0: 0 w ___J <( () Cf) ,.:: () <( 0: :::, () () <( 2 :1 0 w :J (1_ 2 0: 0 0 w Cf) Cf) w 0: (1_ r;'i Cf) w f-z ;;; 0: ~ 0: 0 Cf) 2 3 () 0 z i'= ~ ~ z 0 ___J <( :::, f- (1_ w () z 0 () w 0: <( Cf) z <( ___J (1_ w Cf) w :r: f- o;: w 2 3 () Cf) 0 RAFTERS PER STRUCTURAL. RAFTERS PER STRUCTURAL. PAINTED WHITE, TYP. ---------------- PAINTED WHITE, TYP. \ BEAM PER--~ STRUCTURAL. v-= ~- PAINTED WHITE, TYP. / ' 22 m 0 ' (111. SECOND FLOOR ;... U 53' -1 5/8" TO. PLATE 52' -1" SECTION A-A ------------------/_ L~~3~-0" MAX. BUILDl:G~EIG~T I I I r1.. ___ _ I r-,... _..,. J I I I I I --,- 1 __ _ T.O. PLATE 2 O 63' -2 5/8" a, da..----'-,---...l ~. ' . 0 ~ "' ' ' ID , Ni BEAM PER STRUCTURAL. PAINTED WHITE, TYP. EXIST GRADE PROPOSED FINISH GRADE fL ___ _ I --------------------------------------j_ ~N~3:-~· MAX. BUILD:G_H~IGHT r-,... _..,. J I I I I I I I I I I (111. T.OyLATE 2 __ _ U 63' -2 5/8" (111. SECOND FLOOR_ -~ __ _ 'IV 53' -1 5/8" --~ (111. T.O. PLATE / ;... U 52' -1" r --------- IDDD ' 1 I I I I I I I L----------' SUMP AND PUMP FOR DRAINAGE OF LIGHTWELL. DRAINAGE LINE TO CONNECT TO SITE STORM WATER SYSTEM. --___ ,, _____________ ------ 2 <( ro " ~ 0 ~ ,-.. ~ 0 ~ " ~ -ro SUBM!TTALS / REVISIONS # Date Revision/Submittal Q) Lf) f-r----:, 0 ~ u N Q) ~ Q) 0- __.c > -<t r----u -<t u l'0 f--<t "' 'sf" 0 -l'0 __.c f-__.c u u u ' f-Q) CJ l'0 :, u Q) 0-__.c . 0) r----u U) CJ~ C r---. C cQ CJ 0 _Q Lf) f- O'.) Lf) ~ ::9, en LU z 0 u -z I- w u a LU -V) en LU ~c3 0 a~ ~~ ~~ ::C23 ut I-~ -o ~~ c.~ SCALE, 3/16" • l'-0" DATE: 08/09/17 SHEET A6.0 z 0 -I-u :J 0::: I- (/) z 0 u 0::: 0 u. I- 0 z I I-w (/) z 0 -I- <( u ..... _J CL a.. <( I----~ 0::: w CL I-z w ~ CL 0 _J w > w C _J <( I- (/) <( 0 u CJ) ~ ..J LL LL <( "' 0 Cf) w w >-g (L 2 w CJ) O' w z ~ <( (L O' w I >- LL 0 >-z <( O' 0 f-z w :::J u ti w t: I u O' <( w I f->-OJ en Cf) w z z w f-w ..J (L 2 0 u O' 0 w ..J <( iii ,.: '.,' O' ::i u '.,' 0 f- ~ 0 w ..J (l_ 2 - O' 0 0 w Cf) Cf) w "' (l_ X w (J) w i= :i: O' "' ~ O' 0 Cf) 2 <( ..J u 0 z >-..J z 0 ..J <( ::i f-[l_ w u z 0 u w "' <( Cf) ~ [l_ w ~ i'= "' w 2 '.5 u Cf) 0 EXIST. CONCRETE WALL W/ FENCE TO REMAIN ----------------I LINE 30' -O" M ~,~~ ---------______ AA BUl~:l~EIGHT 7 I I I I I I I I ----- . --- . ,, ,!;'' ' D:D , I' ----- 0 ' ' - I r,.. _,. .) I I I I I I I I I 7- ---...J -T.O. PLATE 3 62' -21/8" ~ -:~_ ---SECOND FLOOR I' 53· -1 5/8" ~ 52' -1" ~ ' \TO.PLATE --- -T.O. PLATE 3 62' -2 1/8" ~ SECON[)_FLOOR 53' -1 5/8" ~ \T.O. PLATE tr\ 52' -1" 'Jf ~r:-----~ ! SUBMITTALS / REVISIONS " '"•[:io~n,;;;;;;~=-_j ~ ~t=ateTR~~§d , evision/Submittal ~ tt~=-+-t---= -~~=1 !Et==*===~ EI==t===~Z 0 -I- (.) ::> er:: I--en z 0 u ~ er:: ~ 0 ~ o-LL -<( -<( r-,... "'ut0 L-- ....r:: 2 . '1' r- u -o....r::1'0 Q !.... Q.l u L ..1 u ~ ~ z u .ffir-,... C U) 0 .Q r-,... c CO I ~ 0 ....2 L.(") ffi L[) 0 CO L__ r--~U)...::~~w U) UI u z UI C z 0 -~ u -..J a.. a.. <( I-- V) :E z er:: 0~ -I--I-z Uw UI :E V) a.. 0 ..J w > w C ..J <( 1-- U) <( 0 (.) ..--LICENSEDARCHrTECT u. '< "' o;;; ;:} BRIAN !JJO:NC !;,;O o HURCH f-C 'ch (/) ~ SCALE, 3/16"" J'-0" DATE, 08/09/l7 SHEET A6.l (j,I (n -::--m a; n ~ --1 --6_ 0 .. z m I m (/') I ~ m ':'1 ~ • ~ 0 (/') 2".; n )> [l'1 ~ [l'1 "' 0 ':::, a:, 0-----. 0 " ~ . Q '-J 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. ~~ r cn r "'" )> z ZG) ~ r;; mz Zo Ocn mo )> "lJ m --····:·:·:.<d 111-= -; t::;:?.::k1::,;:: .,: .. II 11 Ii I J~rn~mr11ID1 I j; -11111111·-_I I lljllll.-·1·11-I l.~111~1_11 I 111 II 111111 ll[011 llJlf)ij, :-I 11 I I I I ill I I 1-1 ITT 1 111 Ill _III-IIIII 11 :-1 I li~illliii-11 llilll 1-Ull I Ill~,- : ·11 111 ill l11-1--1 I IJ ·, L 111---ill 111-1-1~,i 11 ~111 ·' I I I I I I I I I 111 )ll111~1w~ 11 I I II 11:H, e ~== =a...... I I 111 _111 LI f _f UT! l;ilfi 111 111 LU LU-LUI 11-11 11111 llll ll~I I i' II I 11 11 ll _ --11 111=1 I I-I I I-LUI I 1-", / ' ' ; ' I ' - 111 111 Ill 111111 -, I ' / =- ,,11 @ ,~\~I] I I I I I I I I I I I I 111111, = -. 111 111:·. r ur ilr,., =111=1., 111--11 , _::_I I I ;,, lll 11 ',· .. 111~11~ ····~- I @I ' / ' I ' I ' I JS -111 . . 1" :1· ··1-·1 ·1· ··1 < 9, -I'•. }¾:f.f.tJUf!ff:@fffffB~!l ''' . . I a '" . m :.: . :111=1 I,··· ····-· m-·, 11 1-11 ::, I 111 ~~I I /l1"y.1,,,_, ::: :_~:,_::_::::::i'.::4 111 , 1*· :1.11 ...... 1 .. 1 I · 11 . •_111 ,~ r 1 O' -1" :JI~ ~ ~ ;= , ,- / ~ ' ,- I =111.,·,.' --·111·-' '"""" ~Wt:ffiffW.! I Ill I I I IIITT ill 11111 1IIJ\f ,"""'' ·111-~-111_111_· ·_111-1 I I I I · --111-111 ·-111 ~ ~ z Gl Gl s'; 0 m OJ .r,. I(/) qls;: ' -I --1 !~~ "'l m (/) m 0 -I ·~ o ~lo U, ~ I-~ "'' ~o .-~ ~o ~m ~::u ~~ M,l'Jll]I IIIF / I! I/ l,IIIIIII1 '1 I 1111111111 I 8'-37/8" 1'-31/4" I I I I I I I I I I I I I I Ir mz i;jm IQ "'" 71 mw zq <, mo r ' Oco "ll C m-r 0 z Gl 1,) I I I I I I I I I I I I I C-22,251 PRITCI-IARD RESIDENCE Brian Church Architecture (") Ill :::c: ;:o c:-;:o )> (") z :c 5098 SHORC: DRIV[ CARLSBAD, CA 92008 I 1507 S. Cedros Ave SECTIONS SolanaBeach,CA92075.., ~#I (858) 793-3437 COASTAL DEVELOPMENT PERMIT APPLICATION SET .. NOT FOR CONSTRUCTION 8/14/2017 10:50:53 AM " u, O C ru '" It "' ~ ;,, r ro u, s • ;,J o m a_ < u, in C -O' 0 3 z [ u, ui w :;: ::; ii: LL <{ "' 0 if) w w b _J a. ::;c w ~ w z ~ "' w I f- LL 0 ~ Cl'.'. 0 f-z w _J u ,.: u w f-I ~ w I f- ~ if) if) w z z w f-w _J a. ::;c 0 u "' 0 w _J i"i if) ~ => u ~ f2 if) <{ 0 w _J a. ::;c Cl'.'. 0 0 w if) ~ a. X w ff] 1'= z ~ I "' 0 if) ::;c '.S u 0 z I f-,i; ::; z 0 ;;;! => ti: LJJ 0 z 0 u ij;! <{ if) z :5 ,_ w ff] I f- li LJJ :,; '.S u if) i5 Existing Pine to be removed Telephone/Telegraph----------_ Easement GI > ·-.. Cl GI .. 0 .c en • . . . . +I 0 ' "' "' 6 "' ~ +I PA / ·-----~-··---- J.9% ----,,, -::.·r· < ;;Hill===.. I < 15'-0'' PA ,::" "' -:~~ :-;d ···· Llm if of r5' "'··,O, Work ··· "'' ,·_,:. ---· .. ···<·i,./.,:.~· ----.··':.~-,, :z------"···'---~----+--t---~----- .' ,, Shore Drive ...... "'''" Construction Materials and Finish Schedule Symbol © ® © Item Concrete Paving 30" High retaining wall Omit ® Omit © 0 @ ® 0 0 0 © 5'-0" High decorative fence 5'-0" High decorative self-closing/self-locking gate Omit Decorative Gravel Meta I edging Synthetic Turf Existing brick paving to remain Existing wall and fence to remain Description, Color And Finish Integral Color Color: TBD Finish: #3 Top Cast or similar To match architecture To match architecture To match architecture Color: TBD Pattern: TBD Permaloc 2" Asphalt Edge 'Mill Finish' Available through: Permaloc 800.356.9600, Robert Kimball 'Base Hit 65' or Equal Available through: Boone Action Turf 888.528.8873, Matt Boone --------,--~- Notes 1. Total irrigated area shown on these drawings is 2,700 s.f. (.06 acres). All landscape and irrigated areas shown on these drawings are to be privately maintained. 2. Root Barrier: Install root control barrier when tree rootballs are five feet or closer to curb, pavement, drain structure, or wall. Install only on side of rootball adjacent to hardscape element at minimum 10-foot length, centered on tree trunk. 3. Incorporate compost at a rate of at least four cubic yards per 1,000 square feet to a depth of six inches into landscape are (unless contraindicated by a soils test). 5. A minimum of 3" of mulch will be applied on all exposed soil surfaces in each landscaped area except turf, decorative gravel areas, creeping or rooting ground covers and direct seeding applications where mulch is contraindicated . 6. At the time of final inspection, the permit applicant must provide the owner of the property with a certificate of completion, certificate of installation, irrigation schedule and a schedule of landscape and irrigation maintenance. 7. 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 and agree to comply with all requirements when submitting construction documents. I certify that the plan implements those regulations to provide efficient use of water. 8. Landscape and irrigation indicated on these plans shall be maintained by the home owner. 9. All planting areas shall have minimum 2% grade away from structures and terminating in an approved drainage system. Construction Legend Symbol Description CL Centerline EQ Equal PA Planting Area EPA Existing Planting Area POB Point of Beginning PCR Point of Curb Return PT Point of Tangency PL Property Line Approximate line of Interface Between Existing and New Paving rv Align with Adjacent Surface 7 Align Perpendicular Expansion Joint with Sealant Construction Key Notes Symbol Description DJ Concrete Paving [}] Hand-tooled Joint [}] 30" High retaining wall 0 Omit [Ij 5'-0" High decorative fence 0 5'-0" High decorative self-closing/self-locking g, 0 Omit 0 Decorative Gravel [}] Metal edging ~ Syntheticturf(see LP-1.01) ~ Omit ~ Spa (8' dia.) ~ Wood deck to match architecture Relocated Flagpole Trash ::.~-------~ <{ " "' 0) ' :. f, 3120117 Resubmittal 5115117 Resubmittal 6/29/17 Resubm[ttal ············z ....... 0 -1-u ::, 0::: 1--u, z 0 0 0::: 0 LL l-o z I 1----..-----w SCALE: DATE: SHEET C ro -(L C 0 ·- U) z ,0 --~ u -..J c... c... <C I--:E: 0::: w CL 1-z w (l) :E: c... c... ro o u ..J en w -0 > CW ro C _J ..J 113117 I ~ u, <C 0 0 L-1 (/J w !;: __J u_ u_ <{ "' 0 (/J w w >-0 __J Q. :;; w (/J "' w z f-0'. <{ Q. "' w :r: f- u_ 0 >-z <{ "' 0 f-z w __J 0 >-' 0 w f- :r: 0 "' <{ w :r: f- >-co (/) (/) w z z w f-w __J (L :;; 0 0 "' 0 w __J <{ 0 (/) :,: 0 ~ ::, lJ lJ <{ 8 (/) <{ 0 w __J Q. :;; "' 0 0 w (/) (/) w er Q. X w (/) w e= z <{ "' er ~ "' 0 (/) :;; 5 lJ 0 z :r: f-s: >-__J z 0 __J <{ ::, f-a. w lJ z 0 lJ w "' <{ (/) z ::i Q. w (/) w I f- (Y w :2' 5 lJ (/) 0 \ \ \ • IRRIGATION CONTROLLER RECOMMENDED LOCATION OF NEW IRRIGATION 'SMART' CONTROLLER WITH ON-SITE WEATHER STATION. CONTRACTOR SHALL COORDINATE EXACT FINAL LOCATION WITH OWNER AND LANDSCAPE ARCHITECT. I \ • ; ' \ \. • • <.,, ,1 \I X ~-~¼·-··-···· / / CJ / • ------- " :::r ------_:::::::;,;:::::::::::::::=(:::::::-----··--·· --·-----c:;;0:::.--·-· --·-····· .... --··-·-·· ·-·--·-;;;,.) ! ' ! ; . . . ····· ··--,., ',,,,. / / IRRIGATION VAL VE NOTE CONTRACTOR SHALL INSTALL ALL REMOTE CONTROL VALVES IN AN ACCESSIBLE SHRUB AREA IN A VALVE GROUP (MANIFOLD) WHENEVER POSSIBLE, TYPICAL. / * 6 Ii !I t-,;r.~l' --; I I ! X I ' i-i ' l=7 d ~ : ____ --{ 1,, < I _/ \ > ' > ' ,~ *IRRIGATION VALVE NOTE I 9 I l" TR/LW 2GPM VALVE STATION 6 (GROUNDCOVER) SHALL BE IRRIGATED WITH DRIPLINE IN BETWEEN PAVERS/HARDSCAPE OUTLINED BY DASHED AREA (SHOWN). \ \ \ IP --.:,J 0---:::~=~: .. : .. :c·., .. ~~:::'.,., -·:-;1 ~~~d'""'~:--"~~f' ~::::"' .:,_,,~~-:::--"""'::::::-~.~, rr::-~1r1===~==7=t4:-~·· .. ····'."::········-~-jl~"""""',vvvv-.""""""~¢""'AA~"'>M""o/VV'-'-""I ,,~""'-"'-"Arv-""'~~~"l"'(~c;..,....~.,,,.Jr.i .. · ... ~.~-~-=:~=~::~-®i=:=3.• .. !,"'-~-~=>~~~-~~----;s,-.,,\.~ .. -... ---.,~~"'-"'"'-"'-~~~~0~"'4r~~J::l DRIPLINE LAYOUT NOTE 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. '··,,, ...... < "-s-.,._,,,.,·-.,, ,-".'-c-,,)·"Y····"' . ·'·-0 ,.,ft'~' "'----------'-=c":~~:;::_,;»;:,;:::::;:;::;:::::::;;;•;;::•;o;•';:;'.' :::::::;t.,;"~::;:;::;:::::::~:==~ • · 1:_E;: POINT OF CONNECTION -~----------l;-;;;;;;. ,a;;;-;;:a_;;;;;_;;a;;_~-~·-·--... ,;j.. .. -----~----------""~...J.....1. -------------CONTRACTOR SHALL SET PRESSURE }---· -------- ,, :\ '\ \ ', 'r---~""~-~----- 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. \ 0 '"\ \ PIPE SLEEVING LEGEND PIPE SIZE 3/4"-l" l l/4"· l l/2" 2" 2 l /2" · 4" SLEEVE SIZE 2" SCH 40 PVC 3" SCH 40 PVC 4" SCH 40 PVC 6" SCH 40 PVC PVC PIPE SLEEVING SHALL BE TWICE THE PIPE SIZE, TYPICAL. WIRE SLEEVE SIZING: 2" SCH 40 PVC 4" SCH 40 PVC SLEEVING SHALL EXTEND A MIN, OF ONE (1 ') FOOT PAST HARD SCAPE EDGE. TYPICAL. PIPE SLEEVING KEY ® 4" MAINLINE SLEEVE ® 2" LATERAL LINE SLEEVE © 2" WIRE SLEEVE QLNo. OF SLEEVES REQ.'D (PER CALLOUT) PVC TYPE (SCHEDULE) PER LEGEND ABOVE. IRRIGATION EQUIPMENT SYMBOLS REFER TO LEGEND SHEET Ll·02 FOR DETAILED INFORMATION IW! WATER METER (POTABLE) e GATE/SHUTOFF VALVE ® PRESSURE REGULATOR I cl f]] 1RR1GAT1ON coNTRoLLER PVC IRRIGATION LATERAL LINE ----IRRIGATION SLEEVING • e IRRIGATION MAINLINE (POTABLE) REMOTE CONTROL VALVE REMOTE CONTROL VALVE (LOW VOLUME) TREE DEEP ROOT WATERING. TWO (2) PER TREE (MIN.) BUBBLER (VINE), l EACH MANUAL FLUSH VALVE PVC TREE LATERAL LINE -"-/V'v-SUBSURFACE DRIPLINE (SHRUB) PIPE SIZING LEGEND SCH 40 PVC SIZE GPM (MAX.) 3/4' ----7 l" ----12 l l/4"----22 l l /2" ----30 2" ----50 VALVE STATION KEY CONTROLLER ~ &STATION~ X X ~vALVESIZE PLANT TYPE: ~ XX/XX ~ HYDROZONE: SH · SHRUB X HW · HIGH TF • TURF \_ MW· MODERATE 1~ ~ 1i~UNDCOVER LW • LOW VN • VINE GPM VALVE STATION DATA CHART STATION NO. PLANT TYPE HYDROZONE VALVE SIZE FLOW IGPMI PRECIP. RATE IIN/HRI l SHRUBS LOW l" 6 0.90 2 SHRUBS MODERATE l" 2 0.90 3 SHRUBS LOW l " 3 0.90 4 TREES MODERATE I" 3 1.80 5 TREES LOW I" 2 1.80 6 SHRUBS(GC) LOW I" 2 0.90 7 SHRUBS LOW I" 4 0.90 8 SHRUBS(VN) MODERATE I" 4 0.90 9 TREES LOW I" 2 1.80 TOTAL LW TOTAL MW LANDSCAPE TOTAL NON·IRRIGA TED TOTAL AREA ISFI 399 1075 684 48 60 78 57 142 36 1314 1265 2579 929 3508 IRRIGATION GENERAL NOTES CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION l. IRRIGATION HEADS/EMISSION DEVICES LOCATE ALL HEADS 24 INCHES FROM BUILDINGS, WALLS, FENCES, WALKWAYS, AND ANY NON-PERMEABLE SURFACE, IN ORDER TO PREVENT OVERSPRA Y, AND RUNOFF. WHICH CONTRIBUTE TO SYSTEM INEFFICIENCY. IRRIGATION EMISSION DEVICES SHALL BE ADJUSTED IN THE FIELD IN ORDER TO PREVENT OVERSPRA Y 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 RA TE 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 l" 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(lO") 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. IRRIGATION NOTES 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 A VOID RUNOFF. CONTRACTOR SHALL MAKE ANY ADJUSTMENTS NECESSARY TO THE IRRIGATION EMISSION SYSTEM (EMITTER FLOW ADJUSTMENT) TO A VOID RUNOFF IN CONJUNCTION WITH IRRIGATION RUNTIMES. CONTRACTOR SHALL REFER TO SOILS REPORT AND EVALUATE EXISTING SITE CONDITIONS IN ORDER TO PROPERLY SCHEDULE IRRIGATION RUNTIMES P.O.C. SYSTEM 'A' -POTABLE WATER SERVICE WATER INFORMATION: CARLSBAD MUNICIPAL WATER DISTRICT 5950 EL CAMINO REAL CARLSBAD, CA 92008 CONTACT: (760) 438-2722 STATIC WATER PRESSURE AT METER: WATER METER SIZE/NO.: DESIGN WATER PRESSURE: MAXIMUM DESIGN FLOW: LANDSCAPE AREA 80 psi *(Pending· To Be Verified) 1" (Verify in field) 50 psi 12 gpm 2,579 s.f. (3,508 s.f. w/ non·irrigated) 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. P.O.C. SYSTEM 'A' -IRRIGATION CONTROLLER CONTROLLER MODEL WEATHERMATIC SL 1600 INSTALL NEW WEATHERMATIC SERIES IRRIGATION CONTROLLER IN A LOCKABLE OUTDOOR WALL MOUNT ENCLOSURE, WITH ONSITE WEATHER STATION (MODELSLW5) TO BE INSTALLED PER MANUFACTURERS SPECIFICATIONS. REFER TO LEGEND (SHEET Ll3.0l, SECTION C) FOR SPECIFIC CONTROLLER FEATURES TO BE UTILIZED FOR PROGRAMMING. 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. MWELO (AB 1881) NOTE I HA VE 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. 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 Under Ground Service Alert oi SoLthern Caiilornia <'~ those regulafi_'.:S;S to provide efficient use of water. .-,/:_ ) . I ,/ I ~~' .,.r<J, L~ 3/15/17 SfGNA TURE DATE CALL TOLL FREE 1 ·800·422·4133 TWO WORKING DAYS BEFORE YOU DIG 0 N 0) (I) <( ~u (/) -r--- .c 0 ..c (") u Cl) '-u "" '-'-"O cu (") ::J ::J Cl) (I) I .c ....... ua::ie0 u 0) u Cl) . cu r--- C :t= Cl) C ,.-.._ -5 0 moo cu '-'--(") 0 L!) <( (") Cl) e.. aJ w 0 z w 0 - SCALE DATE; SHEET 1" -1' O" 8 -- 1/3/17 L-2 z 0 -I- 0 ::) 0::: I-en z 0 u 0::: 0 LL I- 0 z I I-w UJ z 0 -I- <C 0 ui w ';_: ::J u:: LL <( O'. 0 (J) w w >-0 ~ [L 2 w ui O'. w z f-0'. <( IL O'. w :r: f- LL 0 >-z <( O'. 0 f-z w ~ u ,_-u w f- :r: u O'. <( w :r: f- >-m (/) (/) w z z w f-w ~ [L 2 0 u O'. 0 w ~ <( u (/) >-u <( n-: :::, 0 0 <( 0 f--- (J) <( 0 w ~ [L 2 O'. 0 0 w (J) (/) w O'. [L X w (/) w ;:: z <( O'. O'. ~ O'. 0 (/) 2 s u 0 z :r: f-s ".:; z 0 ~ <( :::, f-[L w 0 z 0 u w n-: <( (/) z "'i Q_ w (J) w I f- n-: w 2 s 0 (J) 0 ,,p;~~-p-.:;:icg 10 4 3 1 2 NOTES: 1) PVC SCH. 40 SUPPLY LINE 2) PE TUBING TEE FITTING. 3) PE TUBING ELBOW FITTING. 4) 1/2" PE TUBING, PER LEGEND. 5) PLANT MATERIAL (SHRUB), PER PLAN. 6) MANUAL FLUSH VALVE, PER LEGEND. 7) EMITTER ON PE TUBING, QUANTITY PER CHART 8) 1/4" PE TUBING, PER LEGEND 9) BUG CAP, PER LEGEND. 10) EMITTER STAKE FOR 1/4" PE TUBING. 11) TIE DOWN STAKE, QTY. AS REQUIRED. 13 6 7 8 .. ~11 9 10 \....Vl'lll'\/"\\.._..IVi'\. IV r;.ucr-. IVKl".DVr'<.1..)10 REPORT ON SPECIFIC TREE IRRIGATION REQUIREMcNTS 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. 1) 4-INCH LOCKING GRATE (INCLUDED) 2) BUBBLER: RAIN BIRD 1401 0.25 GPM (INCLUDED) 3) ROOT WATERING SYSTEM. 4) FINISH GRADE/TOP OF MULCH 5) OPTIONAL RWS SAND SOCK (RWS-SOCK) FOR SANDY SOILS 6) 1/2-INCH POLY SWING PIPE (INCLUDED) 7) 1/2-INCH SPIRAL BARB ELBOW (INCLUDED) 8) 12-INCH SWING ASSEMBLY (INCLUDED) 9) 1/2-INCH MALE NPT INLET (INCLUDED) 10) PVC SCH 40 TEE OR EL 11) PVC OR POLYETHYLENE LATERAL PIPE 12) 4" WIDE X 36" LONG RIGID BASKET WEAVE CANISTER (INCLUDED) 13) 1/2-INCH STRAIGHT SPIRAL BARB FITTING (1 OF 2, INCLUDED) 1 1/4" DISTRIBUTION TUBING NOT TO EXCEED THREE (3') FROM NOTES: 1. INSTALL PRODUCT SO THAT THE GRATE IS EVEN WITH FINISH GRADE OR TOP OF MULCH. 1/2" OR 3/4" SUPPLY PE TUBING, 2. USE HOLE PUNCH TO CONNECT BARB TO 1/2" OR 3/4" SUPPLY LINE. 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. NOTES: SUPLLEMENTAL DRIP LAYOUT ® ANGLE VIEW -NOT TO SCALE 2 9 8 10 11 1) 2" IN GROUND COVER 2) INSTALL BALL VALVE IN ROUND VALVE BOX W/ LOCKING COVER HEAT BRAND 'FV' 3) PVC BALL VALVE 4) 1/2" FEMALE PIPE THREAD ADAPTER 5) PE TUBING 6) FINISH GRADE 7) 1/4" SQ. 16 GAL. WELDED WIRE MESH 8) 6" MIN. PEA GRAVEL 9) PVC SCH. 40 MALE ADAPTER 10) PVC SCH. 40 SUPPLY HEADER 11) FIGURE 8 END CLAMP 1. ALL THREADED CONNECTIONS TO BE WRAPPED WITH TEFLON TAPE OR EQUAL POP-UP HEAD SECTION VIEW -NOT TO SCALE CD ~-~INSET A 2. SAND SOCK (RWS-SOCK) IS 34" IN LENGTH TO COVER MESH BASKET AREA. 3. WHEN INSTALLING IN EXTREMELY HARD OR CLAY SOILS, ADD¾" 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. DEEP ROOT TREE WATERING PLAN VIEW -NOT TO SCALE NOTES: 1. SLEEVE BELOW ALL HARDSCAPE ELEMENTS WITH CLASS 200 PVC TWICE THE DIAMETER OF THE PIPE OR WIRE BUNDLE WITHIN. ® 2. FOR PIPE AND WIRE BURIAL DEPTHS SEE SPECIFICATIONS. REFER TO ALL LOCAL AND GOVERNING AGENCY TRENCHING GUIDELINES AND REQUIREMENTS AND APPLY AS REQUIRED. 3. ALL SOLVENT WELD PLASTIC PIPING TO BE SNAKED IN TRENCH. 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 HAVE BEEN MADE. 5. TRENCHING SHALL BE KEPT AT A MINIMUM OF SIX (6") INCHES AWAY FROM HARDSCAPE. LATERAL PIPE (NON- PRESSURE) WIRING IN CONDUIT SECTION VIEW SECTION VIEW TRENCHING DETAIL SECTION VIEW -NOT TO SCALE • RUN WIRING BENEATH AND BESIDE IRRIGATION MAINLINE. TAPE AND BUNDLE AT 10 FOOT INTERVALS. © XFS Dripline Maximum Loteral Lengths (Feet) G) PVC SUPPLY PIPE FROM RAIN BIRD CONTROL ZONE KIT (SIZED TO MEET LATERAL FLOW DEMAND) 12" Spacing 18" Spacing 24" Spacing 9 DRIP MANIFOLD BURIAL DEPTH 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.RAIN BIRD.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. INSET A @ 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) 0 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 DRIPLINE LAYOUT TOP VIEW -NOT TO SCALE Q) PSI 0.6 GPH 0.9 GPH 0.6 GPH 0.9 GPH 0.6 GPH 0.9 GPH 15 273 155 314 250 424 322 20 318 169 353 294 508 368 30 360 230 413 350 586 414 40 395 255 465 402 652 474 50 417 285 528 420 720 488 60 460 290 596 455 780 512 WHEN USING 17MM INSERT FITTINGS WITH DESIGN PRESSURE OVER SOPSI, TT IS RECOMMENDED THAT STAINLESS STEEL CLAMPS BE INSTALLED ON EACH FITTING. I ~ 0 0 I \_11 SPRINKLER HEAD ~ I~"""<:"--7 EXPANSION COIL --~ WATER PROOF-~ CONNECTOR ELECTRIC VALVE~ 1) GROUND WIRE 7) VALVE CONTROL WIRES -ONE PER VALVE 2) POWER SUPPLY WIRES 8) CONDUIT 115V A.G. 3) MASTER VALVE WIRE (OPTIONAL) 9) CONDUIT 24V A.G. 4) COMMON NEUTRAL WIRE 10) WALL MOUNT CONTROLLER 5) PUMP CIRCUIT WIRES (OPTIONAL) 11) SLW5 WEATHER STATION -WIRELESS 6) RAIN STAT WIRES (OPTIONAL) > NOTES: IRRIGATION CONTROLLER © ANGLE VIEW -NOT TO SCALE STATION I.D. TAG ___..-WATERPROOF CONNECTION WIRE COIL, 30 INCH. MIN. ANTI-SIPHON REMOTE CONTROL DRIP VALVE ASSEMBLY, PER LEGEND r \\~fflffV INSTALL 6-INCH MIN. ABOVE HIGHEST POINT OF DISCHARGE 12-IN MIN ABOVE HIGHEST OUTLET VALVE #1 e_~--UV RADIATION RESISTANT --PVC SCH 40 MALE ADAPTER L ----------SCH. 40 PVC-UVR PIPE 1----PVC UNION BALL/ SHUTOFF VALVE ~~-INLINE PRESSURE REGULATOR FINISH GRADE PROVIDE ENOUGH CLEARANCE BETWEEN VALVES FOR REMOVAL OF VALVE UTILIZING UNION AND OUTLET SIDE OF ASSEMBLY, TYP. VALVE#2 VALVE#3 TOP VIEW 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 SCHAD STREET ELLS. ANTISIPHON REMOTE CONTROL VALVE r 12-IN MIN ABOVE HIGHEST OUTLET SECTION VIEW -NOT TO SCALE 2 11 10 1) STATION I.D. TAG 2) WATERPROOF CONNECTION 3) WIRE COIL, 30 INCH MIN. 4) ANTI-SIPHON REMOTE CONTROL DRIP VALVE ASSEMBLY, PER LEGEND. 5) SCH. 40 PVC-UVR PIPE 6) FINISH GRADE 7) PVC SCH. 40 ELL (2 REQ.'D) 8) PVC SCH. 40 LATERAL LINE 9) FILTER AND PRESSURE REGULATOR ASSEMBLY, PER LEGEND. © 10) PVC UNION BALL/ SHUTOFF VALVE 11) UV RADIATION RESISTANT PVC SCH 40 MALE ADAPTER 12) INLINE SWING CHECK VALVE TO BE INSTALLED DOWNSTREAM OF VALVE ASSEMBLY (HORIZONTALLY) ADJACENT TO VALVE IN A 6" 8 ROUND VALVE BOX IRRIGATION BACKPRESSURE). * FOR POT IRRIGATION VALVES ONLY 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. ANTISIPHON REMOTE CONTROL VALVE (LOW VOLUME ASSEMBLY) SECTION VIEW -NOT TO SCALE ® 1 2 1) 1" IN TURF AREAS 2" IN GROUND COVER 2) ROUND PLASTIC VALVE 3) BALL VALVE 4 4) FINISH GRADE 5 ~----6 ~-----? 5) PVC MAINLINE 6) PVC MALE ADAPTER TWO (2) REQUIRED 7) ONE (1) CU. FT OF PEA GRAVEL AT BASE OF VALVE BOX 8) 1/4" SQ. 16 GAL. WELDED WIRE MESH 1. ALL THREADED CONNECTIONS TO BE WRAPPED WITH TEFLON TAPE OR EQUAL. NOTES: GATE VALVE/SHUTOFF VALVE @ SECTION VIEW -NOT TO SCALE 3 4 '-6 ~7 9 8 1) 2" IN GROUNDCOVER, 1" IN TURF AREAS. 2) RECTANGULAR VALVE BOX WITH LOCKING COVER HEAT BRANDED 'PR' 3) PRESSURE REGULATOR PER LEGEND 4) FINISH GRADE 5) PVC NIPPLE LENGTH AS REQUIRED 6) PVC MAINLINE PER LEGEND 7) 1 /4" SQ. 16 GAL. WELDED WIRE MESH 8) 6" MIN. PEA GRAVEL 9) PVC UNION. 10) PVC MALE ADAPTOR (ONE REQ EACH SIDE) 1. ALL THREADED CONNECTIONS TO BE WRAPPED WITH TEFLON TAPE OR EQUAL. PRESSURE REGULATOR SECTION VIEW -NOT TO SCALE ® Under Ground Service Aiert ~t Southern California CALL TOLL FREE 1-800-422-4133 TWO WORKING DAYS BEFORE YOU DIG :,;,--------- <( c-- "' SUBMITTAL$/ REVISIONS cr, I----T--~-------1 "<'""" # Date Revision/Submittal 3/20/1 '. Resubmittal "' o 1-t--+-------l ~ ->-+---t--------1 ~ >-+--+-------I t-+--------+---------t z 0 -l-o ::, ~ 1-- U) z 0 0 ~ 0 u.. l-o z Ii l--1-------.------1w w u z w 0 - - U) z 0 -1-- <C u ..... ..J fl.. a.. <( 1---~ ~ w a.. C 1--o Z ·-w ro ~ C) a.. ·;;:: 0 !..... ..J -w > w C _J <C 1-- U) <( 0 -o ~:,; ~ BRIAN ~~~CHURCH j:!: ~ f--"-----, "' .J 0 SCALE: 111 _ 1, O" 8 -- DATE: 1/3/17 SHEET L-3 u; w '< J ii: lL <( O' 0 U) w w >-0 J "-2 w CJ) O' w z f-0' <( (L O' w I f- lL 0 >-z <( O' 0 f-z w J 0 f--C 0 w f- I 0 O' <( w I f- >-ro U) (f) w z z w f-w J "-2 0 0 O' 0 w J '3 CJ) ,,c 0 <( O' :::, 0 '.i 0 f- U) <( 0 w J "-2 O' 0 0 w U) CJ) w O' (L G) CJ) w .:: z <( O' O' i O' 0 U) 2 <( J 0 0 z I f-s >-J z 0 J <( :::, f- "-w 0 z 0 0 w O' <( (f) z ::i "-w (f) w I f- "' w 2 <( J 0 U) 0 (A) IRRIGATION LEGEND ® C REFER TO IRRIGATION PLAN SHEET Ll-01 OPERATING RADIUS PRECIP. GALLONS PER MINUTE IGPM) DETAIL SHEET PRESSURE OF THROW RATE SYMBOL MANUFACTURER SPECIFICATION (P.S.1.) IFT.) IIN/HR) 360° 180° 90° VAR. ADDITIONAL NOTES REFERENCE (/) DRIPLINE co RAIN BIRD XFCV DRIPLINE 45 --0.01 ---SUBSURFACE DRIPLINE WITH INLINE EMITTERS Ll2.0l -G,K,L ~ WWWvV-v (0.6 GPH) 24" O.C. AND 18 -24"" ROW SPACING ~ BUBBLER (VINE) ::r:: 1401 BUBBLER 0.25 INSTALL FOR SHRUB-POT IRRIGATION, ONE (I) DRIP 'RING' (/) • RAIN BIRD 45 -----PER POT (MIN. 3' LENGTH) OR AS NEEDED PER POT SIZE. Ll2.02 -C (/) BUBBLERS w w ~ ~ RAIN BIRD RWS-M-B-1401 30 --0.25 ---1401 BUBBLER ON RISER, INSTALL 2" ABOVE GRADE WITH Ll2.0I -J I-(2 PER TREE) MULCH COVER. NOTE I: 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 @ PRESSURE CALCULATIONS 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. IRRIGATION PRESSURE LOSS CALCULATIONS NOTE 5: CONTRACTOR SHALL ADJUST RADIUS ON SPRAYHEAD BODIES SO SPRAY IRRIGATES ONLY WITHIN DESIGNATED PLANTING AREA, AND TO AVOID ANY OVERS PRAY 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. IRRIGATION EQUIPMENT LEGEND REFER TO DETAIL SHEET L2.0l/.02 SYMBOL DESCRIPTION WATER METER PRESSURE REGULATOR GATE VALVE WATER METER [POTABLE), VERIFY SIZE AND LOCATION IN FIELD. WILKINS I" PRESSURE REGULATOR, 70XL SERIES. NIBCO BRASS BALL VALVE, SIZE PER MAINLINE. SPECIFICATION IRRIGATION CONTROLLER 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 l-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. REMOTE CONTROL VAL VE 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. REMOTE CONTROL VAL VE LOW VOLUME ASSEMBLY RAIN BIRD REMOTE CONTROL VALVE (LOW VOLUME ASSEMBLY) MODEL XACZ-075-PRF (.2-5.0 GPM) AND BAcL/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. --PVC 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. PVC LATERAL LINE IRRIGATION SLEEVING CLASS 200 PVC LATERAL LINE (EXCEPT FOR I /2" SIZE, SHALL BE SCH. 40 PVC LATERAL LINE. BURY 12" BELOW GRADE [SEE LOCAL CODES). SIZE PER PLAN. IRRIGATION SLEEVING SHALL BE SCH. 40 PVC PIPE WITH MINIMUM 18" COVER. SCH. 80 UNDER ROADS WITH MINIMUM 36" COVER. PER CITY REQUIREMENTS. -WV-SHRUB TURF SUBSURFACE DRIP LINE 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. ~ DRIPLINE FLUSH VALVE NOT SHOWN MANUAL FLUSH VALVE AIR RELIEF VAL VE AIR RELIEF VAL VE. INSTALL ONE AT EACH HIGH POINT OF EACH SYSTEM TYPICAL. SHALL BE USED IN CONJUCTION WITH AN AUTOMATIC FLUSH VALVE. IRRIGATION NOTES GENERAL NOTES I. IRRIGATION NOTES AND CONTRACTOR RESPONSIBILITIES 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 1 112" 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. DETAIL SHEET REFERENCE Ll2.0I -C Ll2.0I -B Ll2.0I -A Ll2.0I -D Ll2.0I -E Ll2.0l -B,C,D,E,F Ll2.0l -D,E,F,l,J L12.0l -G,K,L Ll2.0 I -H I Valve Station Number Flow Demand Irrigation Type Operating Pressure levation of Highest Outlet E L ass/Gain to Elevation(+/~) I Hydraulc Grade Line Water Meter Elevation Static Pressure at POC Water Meter Backflow Preventer Basket Strainer Pressure Regulator Master Valve Flow Sensor Gate Valve Other Remote Control Valve Tota! POC Equipment Loss I 1" PVC Mainline 1-1/4" PVC Mainline 1-1/2" PVC Mainline 2" PVC Mainline 2-1/2" PVC Mainline 3" PVC Mainline Total Mainline Loss 7 4 Bubbler 30 42 0.0 192 41 65 Size (in.) ]' I" ]' ]' Length (ft.) 60 I P.S.I. gpm Pressure Loss 36.l Misc. Fittings (10%} 3.6 psi Pressure Loss 397 feet Total Pressure Loss w/ Elevation ,397 Static Pressure at P.0.C. ~ Press. Req.'d@ POC (10% Safety) 4 3.6 feet Residua! Pressure 21 feet psi Pump Required I NO I Loss (psi) * Recommended setting for I pressure regulator at P.O.C. I 46 I I I i 3 6 : ' Loss (psi) 0.00 0.07 0.00 0.00 0.00 0.00 0.07 PVC Pipe Note: Sch. 40for 1 "-11/2'\ Class 315/or 211 and larger for mainline. All lateral lines are Sch. 40data. Data is based on general industry and II!-a!lufac::tuffr standa.-ds. Calculations prmided here shill be used as a guideline only. .-\crnal exisu.ng field conditions may dille:r from information shom1 here and may require additiomtl system ad1ustmer..ts. II. IRRIGATION FIELD OBSERVATION INSTALLP..TION, TESTING AND ADJUSTMENT PROCEDURES 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. Ill. WATER INFORMATION WATER INFORMATION WAS OBTAINED FROM: SOURCE~: __ C=A~R~L=S~B=A~D~M~U=N~l~C~IP~A~L~W~A~T~E=R~D~IS~T_R~IC=T~---- CONTACT: ~-------------------- CONTACT INFORMATION: (760) 438-2722 ----~~---------DATE.: _____________ _ Under Ground Service Alert o~ Southern Caliiornia CALL TO LL FREE 1-800-422-4133 TWO WORKING DAYS BEFORE YOU DIG -------------- :,-.------------, <( ,-.. "' SUBMJTTALS I REVISIONS ~ 1c,,,-""oa---,te-----,-R~e~vl---,sio-n~IS~,b~m~ttt~al~ 3/20/1 ~Resubmittal "' o H---t-----------f ~ ,-,---t------------i -H---t-----------f ol t-----1------t--------; -l-o :J ~ 1- (/) z 0 u ~ 0 LL l-o z I l- r--------.-------1 w w 0 z w 0 - SCALE: DATE: SHEET en z 0 -1- <C u -en ....J ©a.. 0 a.. z _<C 1-"'O C ro -:iE ~ w c.. Q) 1- 0) Z Q) w __J :iE C C.. oO :.;:; ...J ro w O)> ·cw s.,_c - 1n -1' O" 8 -- 1/3/17 ....J <C 1- (/) <C 0 u L-4 0 cri w >-<( J u_ u_ <( 0:: 0 (f) w w >-0 J 0.. :e w V) 0:: w z >-a: <( 0.. a:: w I >- u_ 0 >-z <( a:: 0 >-z w J (.) ,_- (.) w >- 'i: (.) 0:: <( w I >- >-a, (f) (f) w z z w >-w J 0.. :e 0 (.) 0:: 0 w J <( u ' (/) ,,: u <( 0:: ::, (.) (.) <( 0 >- CJ) <( 0 w J 0.. :e a:: 0 0 w CJ) CJ) w 0:: 0.. X w ® cri w >== z <( 0:: a:: ~ 0:: 0 V) :e <i' J (.) 0 z I >-s: >-J z 0 J <( ::, >-0.. w (.) z 0 u w 0:: <( Cf) z <( J 0.. w Cf) w I >- 0:: w :e <i' J (.) Cf) i5 HYDROZONE MAP PRITCH A RD RES IDENCE " ' ' i, +-----I+--+-,!. A Oa ===================================dl r ---------, IQ) 1 --- I I I I L--- 1--- I I I I L---- -- - I I ------I --->-, --IB ----=== >: -I I L------------.J "' A W ATER EFF IC IENCY CALCULATIONS WATER EFFICIENC Y LA NDSCAPE O RDINANCE I ' WELO Worksheets Water Efficient Landscape Worksheet Thi5 wo rk~hccr j5 filk:cl o·J[ by die project :ip:,licam :ind ic i~ :i rc'-luircd clcmrnt of the I .and~carc Documcnt:ttion l':ick:t,c:c. HYDAOZONE INFORMATION TABLE Plca.,;e complete the hydro:zonc t:tbl<~J for c:icb h::thm:nm::. Use as many t:1bks :ts necessary m prt.widc the· squnrc foot:i.;c ofbncbc:t:ic area per hvdro;wnc. . Controller Hydrnzone Zorn.: " • o, -V;tlvc A Low 1 A Moderate 2 A Low I 3 A Modera!e I 4 A Low 5 A Low 6 A Low 7 A Moderate 3 A Low 9 s,a High . Art1ici11I T11rl . Gravel . I TQ1~l • 1-ly drozom: VL W -l'C')' L,;,,,, W.:11cr Use Pl:uw; L W -Lo«• W,;11t•.r V,;c PJ1m1.~ AfW. M,xk·r.,rc-W.:.-rc-r U5c Pl,mts fIW-Hr~ 11':·m·r Use-Pl,wts Irrigation Plam Method** Type/Fnctor *** (Pf' Drip 0.3 Drin 0.5 Drio 0.3 Bubbler 0.5 Bubbler 0.3 Drip 0.3 Orio 0 3 Bubbler 0 5 Bubbler v., 0.8 0.0 . 0.0 ••/m°lf".<rion l'rlcthod MS=-Micro-.<p ray ~· = Spr:,_v R = Roror D= /]11/Jbiu D=Drip 0 = 01/J,·r Hydrozone ¾ ofTotal A,e, L,ndsc~ped {So . Ft.) A,e, 399 11 % 1075 31 % 19 % 48 1% 60 2 % 78 2 % 57 2 % 142 4% 36 ·1% 49 1% 662 19% 218 7'. 3508 100¼ "'""'P/,ir,r F,icwr from WC/COLS [Viu /Js, !l.9 w1>tcr fc;,rur,:: .~s .1ppropti:.uc Appendix F r " !B w -" • ; • a --------------7 11 I I I I I I I ______________ J > A l"l"EI\ID l>C F : WE L D WORK$HEET$ Maximum Applied Water A llowance ,\ bndsc:ip,.· project subject m chc Water Etl-icit·nr l..:mcbcapc Ordinann: sh,11! include the .\Ir\ \'i.':\ for the p!:tns, including the calculntions used to <letermioe the M:\ WA. A 12.n<lscape pro jeer smll no1 exceed the t\l.A\\"'.,\. The t>·l:\\V1\ for a brn.l~Ca?C project shnll be detc:rmir.c:d by the followiog c9u:ition: Residential: MAWA = (ETol{0.62)((0,55 x LA)+ {OAS x SLA)l Non-Residential: MAWA = (ETo){0.62)((0.45 x LA) + {0.55 X SLA)l Thr ahhrmiali(111s 1urd i11 tbe eq11mim, hat·e 1hr JOl/01ving mea11i11g,.r: 1VIAWA .f\,fo .. ximum 1\pplkd \V::iicr :\!lowar.cc in ;,o:tllons per ;·c.·:u ETo E,·apot.m.nspir:nio11 in inches per yc:ir. 0.62 Co11vcr~ion factor w g:illons per ~quarc foo1.. 0.55 orOA5 ET adjus:mem factor (ETA!-) for pl:am i:lcr.ors :,ncl irrigation efficiency. LA Lnn,bcaped :ire:i includes ~pecii. bndsc:lp:!d :1re:1 in ~qu:ut: feet OAS or 0.55 Tht :idditional l::.T adiumr.c:m factor for a ~?cci:i.l bnd.,;c:ipcd area (l.O -0.55 = 0.45 or \ .0-0.4:i = O.S:i) SLA Specl:ii bndsc:ipc-d ~.re:1. in squ:ll'e feet Show C:llcufarion: (40.0)(0.62)[(0.55 ;,. ::!628) -(0.4~ X 0)] (2Ui!(l.:145.4) +OJ] (24.8)(1354.1) "'35.845.9 gullons p~r yea: (rion-ir:":gait:d areas excllidt>d: gr:ivel/Jnilicial 1url) {40.0)(0.62)[(0.55 l\ 3508)-(0.45 X 0)] (24.S)[( 1929.4) + 0)1 (2.U)(\929.'+) = 47.S.:19.12 galloos pt."T ycar(non-irrigmcd arc;is indudctl: gr,wdlarti!icial turf) M · A 1._, W All 47.849.12 u, ~xi.mu m pp l<--..i ::ner owance = _________ ga .,r..~ per yc::u: City of C:ir'lsb:id L:lndsc:::,po M:anual I II II II I HYDROZO NE LEGEND/DATA WATER USE AREA SQUARE FOOTAGE LOW WATER USE PLA NTING 1218S.F. MODERATE WAT ER USE PLANTING 1217S.F. LOW WATER USE PLANTI NG (TREES ) 96 S.F . 0 0 MEDIUM WATER USE PLANTING (TREES ) 48 S.F. - Hydrozone Table fer Calculating ETWU HIGH WATER USE (SPA ) NON-IRR IGATED AREAS (GRAVEL/ ARTIF ICIAL TURF) TOTAL APP l!NO l >C ~: Wl!l..0 WORK3HEl!T 3 Pk::i~c complete the hy<lrozonc t:i.blc(s). Use :is m:.i.ny c:1.blcs :,s ncccss:uy. Ctn· OF C/\RLSBAD ESTIMATED TOTAL WATER t:SE ETW1J I l,·clrmm,c ~umnCT (1 -_:; ll.ith SL:'\ 7.o,J.: lklc,w -u~c os m~,w ta.hie~ 1s.nec~~:<.11Y 10 oom ktc ;iJJ lwdrQzo,i.cs) · b -apQ1ro..·1spi:mioo K.1tc (hTo)• Cnm:cr~ion Fact<>r (St~-p I ~ St"[' 2) l'l:mt facior (!'FJ·' (f'rom \\<1JC(.i1S) (V! s<r -'1'."i'J 0.1 -0.X Arca nf I l:,drcu.onc (,9. !r .. ) (HJ\ (Step r; + Sier 7) (l'nml All s,~,. 3 + Tui:,1 ::iL\ S<a. ft. in 51~ 5) ($,cp 3 x :Step 'J) r,srimaml T0t«i \~':1r~r U~c in :=:,lloni per )'C<lr (ET\\'U) • Tmnl ,hall 11,,, cX<:<."UI MA\Vrl, £Tn"' Wc.,.,ofl-5,,../0.0 Proco~ Sn:p No. (liel<>I.\') 2 3 4 5 ' 7 8 ' 0.3 131.1 39'1 0.8 49::, £,,.,., nfl-5 and W.:,.,.r or fil C..,mfrw R,·.~I = .U.0 E!l.~r or£/ C::1mino Rc:rl = 47.0 AppHcmr mJJ_v provide" diflcn:m ETr1 if sup;:xurcd bydoam1cm.11ion ,wbir.:cr w :•ppmml by rJ,c Ciry· PifmniJJg Dirision ""' PJ"111 p.,,;;ror & u:;,,.,, U.5,' 0.1 = v.r.w-Ve'}" i.(;w w.,rcr Use PJ:mts O.J = L W -Lo11• W:1tcr C.:,:c PJ:11/re< 0.5 = M W -M mkr.m: IW:trr.:r U.-c Pl:mrs 0.8 = H W -High w:~,Cl" Use P!:mr:, 2 0.5 1265 633 o.s 791 5 40.0 ;?.J.S o.s 49 39 LO " B?.3 .,,.,,,1E .'Ut"cl'O·Spr.ty ,,. .80 Spr:,y = .72 Rnwr=.72 .\JP Roraror= .75 Bubbler = .75 Drip=.80 4 5 49 S.F. 880 S.F. 3508 S.F. METHOD DR IP LINE DR IPLINE DEEP ROOT TU BES DEEP ROOT TUBES Under Ground Service Alert o1 Southern Califor ~ia CALL TOLL FREE 1-800-422-4133 TW O WORKING DAYS BEFORE YOU DIG :e -----------. <( ,. "' &; ~ SUBMITTAL$/ REVISIONS # Date Revision/Submittal 3/20/1;Resubmlttal t-+----+-------< z 0 -I- (.) ::, 0:: 1- UJ z 0 (.) 0:: 0 LL l-o z I l- i--------..----1 w w 0 z w 0 -Cl) w 0:: 0 0:: <( I 0 r--0:: a.. 00 a a N 0) <( u 0- <( co (f) _J 0:: <( u LU > 0:: 0 LU 0:: 0 I (f) 00 0) a lO en C 0 ·- -:::J (.) -ro en z 0 -I- <( (.) -_J a. a. <( 0 !::: 06 ~ 0.. ffi ro a. ~ I- Q) z cW 0~ N a. 00 "O _J >-w I Gj C 0 C _J ~ <( 0) I- ·-UJ <( -0 (.) U~~S£0.0P.CHITECT BRIAN CHURCH SCALE i" = 1'-0" DATE: 1/3/17 SHEET L-5 rn w ~ :::; Li: ;';: "' 0 rn w w g o._ 2 w ~ w z i "' w I f- "-0 >-~ "' 0 f-z w :::; (.) ti' w f-I (.) ~ w I f->-m rn rn w z z w f-w ---' o._ 2 0 (.) "' 0 UJ ~ ~- ::, (.) :;! 0 f- ~ 0 w :::; o._ 2 "' 0 0 w Cl) Cl) w "' ~ ui UJ F z r2 I "' 0 Cl) 2 ~ (.) 0 z I f-~ ::; z 0 ;;I ~ w (.) z 0 (.) ii! -,: Cl) z '.'i o._ UJ Cl) w I f- 6:' w 2 ~ (.) Cl) 0 '.J; Telephone/Telegraph ---;---=,,,~~, Easement Existing 12" PJe --~-~----- to be removed' 30'-0" +I 0 ' "' "' 0 +I © p © C © © © ® s I II I ,. __ ; c,-. ·-~1 ~; ----~-----------'" __ _,.,; ____ ---+ ·i:r--- Plant Legend Trees Symbol Botanical name Common Name Size Quantity 0 Cupressus sempervirens 'Monshel' Tiny Tower Italian Cypress 15 gal 3 0 Cupressus sempervirens Italian Cypress 24" box 5 Metrosideros excelsa (Standard) New Zealand Christmas Tree 24" box 4 Vines and Symbol 0 Turf Symbol (Canopy shall be trimmed and maintained a minimum 6' height above finish grade to allow views where located within the sight lines) Espaliers Botanical name Ficus pumila -staked Botanical name Synthetic Turf Common Name Creeping Fig Common Name 'Base Hit 65' or Equal Available through: Boone Action Turf 888.528.8873, Matt Boone Size Quantity 1 gal 15 Size Quantity N/A 680 sf WUCOLS IV Value Mature Ht. Low (0.3) 8' Low (0.3) 60' Moderate (0.5) 15'-30' WUCOLS IV Value (P.F.) Moderate (0.5) Limit of Work ·-'-· ·--------·--· M-tc+ot-tccHc+-Hll i, ····· 1· . . . --. . -0 ... · .. ~----,~- E _J >· :,:-~.--· Shore Drive ....... ····················,; ... ----------------- •. Notes 1. Total irrigated area shown on these drawings is 2,700 s.f. (.06 acres). All landscape and irrigated areas shown on these drawings are to be privately maintained. 2. Root Barrier: Install root control barrier when tree rootballs are five feet or closer to curb, pavement, drain structure, or wall. Install only on side of rootball adjacent to hardscape element at minimum 10-foot length, centered on tree trunk. 3. Incorporate compost at a rate of at least four cubic yards per 1,000 square feet to a depth of six inches into landscape are (unless contraindicated by a soils test). 5. A minimum of 3" of mulch will be applied on all exposed soil surfaces in each landscaped area except turf, decorative gravel areas, creeping or rooting ground covers and direct seeding applications where mulch is contraindicated. 6. At the time of final inspection, the permit applicant must provide the owner of the property with a certificate of completion, certificate of installation, irrigation schedule and a schedule of landscape and irrigation maintenance. 7. 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 and agree to comply with all requirements when submitting construction documents. I certify that the plan implements those regulations to provide efficient use of water. 8. Landscape and irrigation indicated on these plans shall be maintained by the home owner. 9. All planting areas shall have minimum 2% grade away from stnuctures and terminating in an approved drainage system. Shru·bs, Perennials, and Annuals ,_, __ Symbol Spacing Botanical name Aeonium a. 'Zwartkop' -6"0.C. Dymondia margaretae 8 2'-6" O.C. Lomandra I. 'Breeze' 0 2'-6" o.c. Pittosporum I. 'Shima' 8 6'-0" O.C. Juniperus torulosa 0 3'NO" O.C. Senecio m. 'Blue Chalk Sticks' (0 2'-0" O.C. Lavandula a. 'Hidcote' @) 3'-0" o.c. Carissa m. 'Green Carpet' 0 3'-0" o.c. Olea e. 'Mantra' (Maintain to 30" height max.) Pot Legend Symbol Description c::::J1 24" D x 60" L x 24" H Pot D 24" D x 24" L x 24" H Pot Common Name Size Black Rose Aeonium 5 gal Silver Carpet Flats Dwarf Mat Rush 5 gal Cream De Mint Dwarf Mock Orange 5 gal Hollywood Juniper 15 gal No Common Name 4" pots Hidcote English Lavender 5 gal Green Carpet Natal Plum 1 gal Little Ollie Dwarf Olive 5 gal Material (3) 15 gal Bambusa 'Sunburst' (or equal) TYP each pot (1) 15 gal Bambusa 'Sunburst' (or equal) TYP each pot Quantity WUCOLS IV Value (P.F.) 7 Low (0.3) 12 Low (0.3) 9 Low (0.3) 155 Moderate / Medium (0.5) 3 Low (0.3) 39 Low (0.3) 60 Low (0.3) 40 Low (0.3) 34 Low (0.3) . Quantity ,,.,,,.," 5 5 . i i i 3/20/17 Resubmittal 5/15/17 Resubmittal 6/29/17 Resubmittal z 0 -l-o ::) 0::: I-en z 0 0 0::: 0 u.. l-o z I I- i----.....,....----; w C: ro -a... C) C: ·-...-w C: (.) ro -z a... w Q) 0 c.. -ro (fJ u w fl) n:: ! "'O C Q) 0'3_ ro n:: i -I <(i Iui WN I (.)~ Cl 1-~I n:: 175 I a_ g; I DI L!) I ' I SCALE: 1 /B"ca 1 '-0" DATE: 1/3/17 · SHEET L-6 en z 0 -I- <( 0 -_J D... CL <( I---~ 0::: w a. I-z w ::i!: CL 0 _J w > w C _J ~ en <( 0 0