Loading...
HomeMy WebLinkAboutCDP 16-46; KOBAYASHI SECOND DWELLING UNIT; Site Plan. ST®ffilil1W¢•.'llel1l·f.!©b6Wllil®l!l CONffl<iL ~F tsl©l!iei\'i CONCRETE WASHOUT -CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WAS CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A.SIGN DESIGNATING THE WASHOUT LOCATION. 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. CONSTRUCTION VEHICLES -A SPECIFIC AREA AWAY FROM GUTTERS AND STORMDRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF-SITE. EROSION CONTROL -EROSION CONTROL MUST BE PROV18ED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. -NO EXCAVATION AND GRA81NG ACTIVITIES ARE ALLOWED DURING WET WEATHER. -DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. -REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY; THEY HELP DECREASE EROSION. -TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES EROSION SHALL BE PREVENTEEJ BY PLANTING FAST-GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELEJ AND BINEJ THE SOIL. -PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE. -WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. ON-SITE CONSTRUCTION MATERIAL STORAGE -STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON-SITE. -ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON-SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER FLOWS AND STORMDRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEE>IMENT BARRIER AROUND THE PERIMETER AT ALL TIMES. TRAINING -CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWATER _REQU!REMENl;S.AND THEIR OWN RESPONSIBILITIES. 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 LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER AVOID RAIN CONTACT WITH ANY TRASH MATERIAL. -MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER-BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON-RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANQFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714-1195. FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436-4151. -POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE SITE. -PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS 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. ~· '"" -·· ·--"'~--------· ------.. -~ ··--<'"•·-· . . . .--------. G01B:&S P4)JRGE:l l1N·FE>RMATION " ·• ...... -·---· . ·---··'"·"·"-<>• "" . . ----·-~ ··"--·-. ····---· . '. " 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 00 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 WHERE THE PROPERTY LINE IS. UTILITY NOTE: ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND 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. DIMENSION NOTES= WRITTEN DIMENSIONS SHALL TAKE PRESEDENCE OVER SCALED DIMENSIONS. THE CONTRACTOR IN NO CASE SHALL SCALE THESE DRAWINGS. IF THE CONTRACTOR SHOULD FIND AN ERROR IN THE DIMENSIONS, HE SHALL NOTIFY THE DESIGNER PRIOR TO START OF CONSTRUCTION. FIRE DEPARTMENT NOTES= 1. NEW AND EXISTING BUILDINGS SHALL HAVE APPROVED ADDRESS NUMBERS, BUILDING NUMBERS OR APPROVED BUILDING IDENTIFICATION PLACED IN A POSITION THAT IS LEGISLE 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". WHERE ACCESS IS BY MEANS OF A PRIVATE ROAD AND THE BUILDING CANNOT BE VIEWED FROM THE PUBLIC WAY A MONUMENT, POLE OR OTHER SIGN OR MEANS SHALL BE USED TO IDENTIFY THE STRUCTURE. GREEN BUILDING STANDARDS: 1. THE SITE SHALL BE PLA~INED 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. 2. A MINIMUM OF 50% OF CONSTRUCION WASTE IS TO BE RECYCLED. 3. INTERIOR MOISTURE CONTROL AT SLAB ON GRADE FLOORS SHALL BE PROVIDED BY THE SOIL ENGINEER RESPONSIBLE FOR THE PROJECT PER SOIL REPORT PER CGC SECTION 4.505.2.1, ITEM3. GENERAL SITE NOTES= 1. ALL SERVICE LINES TO THE SUBJECT BUILDINGS SHALL BE CONSTRUCTED UNDERGROUND. HERS NOTES 1. PROPERLY COMPLETED AND SIGNED CERTIFICATE OF INSTALLATION \CF2R FORMS) SHALL BE PROVIDED TO THE INSPECTOR IN THE FIELD. FOR PROJECTS REQUIRING HERS YERIFICATION, THE CF2R FORIVIS SHALL BE REGISTERED \VITH A CALIFORNIA-APPROVED HERS PROVIDER DATA REGISTRY. 2. PROPERLY COMPLETED CERIFICATE OF VERIFICATION (CF3R) SHALL BE PROVIDED TO THE INSPECTOR IN THE FIELD FOR THE ITEMS REQUIRING HERS VERIFICATION. Cf'3R FORMS SHALL BE REGISTERED \VITH A CALIFORNIA-APPROVED HERS PROVIDER DATA REGISTRY. 3. CFlR REGISTRATION FORMS ARE LOCATED ON THE PLANS. IF REGISTRATION IS REQUIRED, A WATER-MARK AND REGISTRATION NUMBER WILL BE VISIBLE. 4 HERS TESTS REQUIRED FOR THIS PROJECT ARE: IAQ MECHANICAL VENTILATION EXHAUST FAN 5 FOR IAQ FAN -21 CFM REQUIRED FOR A CONTINUOUSLY OPERATING EXHUAST FAN. PROVIDE A TIMER SWITCH WITH A MANUAL OFF AND A SOUND RATING OF 1 SONE. THIS FAN TO PROVIDE WHOLE BUILDING INDOOR AIR QUALITY VENTILATION WITH OUTDOOR AIR IN COMPLIANCE WITH ASHRAE STANDARD 62.2 AS ADOPTED BY THE CALIFORNIA ENERGY COMMISSION. 6. RADIANT BARRIER ROOF SHEATHING IS REQUIRED AT ATTIC AREAS. PROJECT SUMMARY SHEET INDEX THIS PROJECT SHALL COMPLY WITH -APN: 207-120-66-00 A NEW DETACHED 1-STORY SECOND A1 SITE PLAN I PROJECT DATA THE 2013 CALIFORNIA CODES: LEGAL DESCRIPTION: PARCEL 1 OF PARCEL MAP NO. 12803 DWELLING UNIT OF 640 S.F. LOCATED A2 FLOOR PLAN, ELEVATIONS, SECTIONS BUILDING CODE, RESIDENTIAL CODE, SITE ADDRESS: 3985 PARK DR. CARLSBAD, CA 92008 BEHIND EXISTING HOUSE. A3, A4 ENERGY CALCS. PLUMBING CODE, MECHANICAL CODE, ZONING DESIGNATION: R-1 ELECTRICAL CODE, CALIFORNIA ENERGY LAND-USE DESIGNATION: R-4 ASSOCIATED PLUMBING, ELECTRICAL, AND SN-1 STRUCTURAL NOTES STANDARDS, FIRE CODE STANDARDS LOT AREA: 20,807 S.F. MECHANICAL. S-1 STRUCTURAL PLANS ORDINANCE NO. 787, RIVERSIDE COUNTY EXISTING BLDG. COVERAGE: 3,958 S.F. SD-1 STRUCTURAL DETAILS ORDINANCE NO. 457. PROPOSED BLDG. COVERAGE: 4,637 S.F. ( +640 G.H. + 39 s.f. stor.) 4637 / 20,807== 22% SW-1 STRONGWALL 1 EX. HARDSCAPE AREA: 1,922 S.F. PARKING SW-2 STRONGWALL 1 PROPOSED HARDSCAPE AREA: 2,199 S.F. ( 1922 + 237 patio+ 40 padl EX. LANDSCAPE AREA: 12,932 S.F. YEAR BUILT: 1999 -REMODEL PARKING OCCUPANCY: R-3 EXISTING HOUSE SPACES REQUIRED: 3 CONSTRUCTION: TYPE V-non rated SPACES PROVIDED: 3 FIRE SPRINKLERS: NONE EXISTING OH"•••••••'"" --·" ,_.. -.. ... -" ·-u--·-·-· ••• ·~-· -·-· .. --•• S'-. ·-- Vl1G,1llt,'t'¥' MAP FL00RAREAS SPECIAL INSPECTION PROPERTY OWNER .. ······-· "'"' .. -----------·-· . -··· ,.._ .... \i EXISTING GARAGE (588 S.F.) EXCAVATIONS PER SOILS REPORT. NANCY & GARY KOBAYASHI EXISTING LIVING AREA 2,825 S.F. 3985 PARK DRIVE \; $ITE: PROPOSED ACC. UNIT 640 S.F. CARLSBAD, CA 92008 -< '!!, J;, 760 889-9165 !? TOTAL LIVING AREA PROPOSED: 3,465 S.F. Q 1"14, ~ §! GRADING '11?,i o."" !? ENGINEER DRAFTING CJ, "1 v. Q -/.:: • E: . 8 CUT AMOUNT = 15.25 C.Y. PCSD PAUL CHRISTENSON BRIAN OLFE . ' 0 FILL AMOUNT= 15.25 C.Y. 3529 COASTVIEW COURT P.O. BOX 131 TOTAL EXPORT= 0 C.Y. CARLSBAD, CA 92010 CARLSBAD, CA 92018 NORTR OVER-EXCAVATE AND RECOMPACT PAD 760 207-1885 760 917-6727 PER SOILS REPORT. ' •' -" ....•.. ,_ __ . .,. " ... -,. ---· . ... ~------EXISTING 8" Cf. PARK DRIVE -~-------- EXISTING 1 O" " ACP WATER MAIN " ---'..->.--VCP SEWER MAIN Cop- 19'-611 CJ) " ~ UJ z ========================================~=tf===================i=p=======================~f.=================i=~C~U;R~B~+~G~U~T~TE~R~===== ffi f-z w 0 ~ "' SIDEWALK -~=-==-=~----------------+r----------+-1 -------------'i._------~---i-----------~ 196.93 EL I "1 194.61 EL b 108.81' S26 11'00W "" ~ STRUCTURE ON ADJACENT PARCEL ---- APN: 2071-203-800 3975 PARK DR. EX. LANDSCAPE TO REMAIN b 0 UJ N "' a,. " "' "' U) / ( \ AROUND GUEST HOUSE --------~ \ I I I I I I I J 0 EX. CONG. DRIVEWAY EX. 24" CMU WALL ' / 10% EX. PLANTER ----195 -1------ --194' ----____ / / 193' ( ·--------~_) ' b 9' X 20' PARKING ' m SPACE FOR SECOND DWELLING U_NIT _J ------ '192' ---'--'<---------~ --~ 2~~ I I / .J'-----=-"--------,1',f ' '-,... I I ___ I_ ( I \ I \ I 191. I 12'-11"1 ~\ I ~ 1/ yf I _;// I / \ I I I I EX. 25'W X 21'0 2 CAR GARAGE TO REMAIN --__.,., EXISTING STRUCTURE (NO EXISTING FIRE SPRINKLERS) ,...... _,./ 1 I ,../--1--- 11 / 190' I 189' ( -----t~88' . I EXISTING DECK FF187.75 ---- I I I / I f,, ' "' N D D ------ EX. 36" CMU WALL EX. PATIO TO REMAIN FRONT SETBACK --r--:- / ) I I I I I I \ I I I I I I I I I ~---' I D I I I I \ I <E-----J..----+-EXISTING 314" WATER METER LOCATION b -· a N \ ------11------'"- \ 1\ I \ cj,-+--'--,---+-----EXISTING , SEWER LINE I , g FROM HOUSE ' -II ".J ~ ff--+1----r----PROPOSED CONN. TO -Jj,, ;a: GUEST HOUSE I g PUMP fr-6" m ,!'-+---'-'-"-----¥-" I I \.__ I ; -1-/-----_,,,. ', I 10'-0" CITY OF CARLSBAD Administrative Permit --------------·--···-- Case No. C,'17P l(R-L{(o ------=;;..·--................... , ...... .. Exibit No, A:;:-_g, ____ Dille _'.Zc-1..i-11 FEB 1 7 2017 (I) (() ::J I I \ I \ \-~ -l_ 187' --/ ,,) 1-----1 ----0 ,... ,... I I ,... / -1;._---\ ,.,.-- !" / ,... CREATE DRAINAGE SWALE ON GRADE I TO DIRECT WATER AWAY FROM HOUSE f / TO LOWER EX. TURF AREA -----1---~ / I I I I I I I I I ! I I I I I / / / / / / / ,... / I I \ I I / I I I I 0 I i I I 185' ( I \ "\ / I -184' I I )\ i 1 1 II " I o I I 11 <( 0 )(J i "'/ I A I 183' ~ I I I i:: -r-I I w / ~ 11~ ! I I I \ ;1 0 I ' I )' I I I I \ 0 I I in I /\ I I I I 1_ I T.W.187.0 -fs.. /~\ / / J ___,-1-? I '; ~I I I I B.W.183.0 1 ,------7-,: -'ls---~--tf---!--:-7;-:'--,-I I I I MAX 4' VERTICAL CUT --~-------+-"'M~-Tt:-1 I ii I I l ,187' I I PROPOSEDCMURET. ----------!Ji---1?l'={lj;I WALL ADJ. TO ; PROPOSED STRUCTURE 186'/ 1~: ; I EXISTING SITE CONTOUR, TYP. --=-, (DASHED) I / .,·f',.. I 185' ' , y I }1 I I / / / / / I I I I I I I I I / I I I / I ; I 1 / GUEST HOUSE 1 183.0' FF / PROPOSED SITE CONTOUR -----~ (SOLID) EX. 6' WOOD FENCE AT PROP. LINE TO I / I . .·· , ,...-c--YI;/ (see area calc. sheet A2) I ; REMAIN@SIDES & ----------1 REAR OR PROPERTY r / . / / ,,. I ; ,,. I ; ef'-r-~0~4+--L ~;-R~;-/ DOWNSPOUT TO DRAIN ,... CONC.182.9' 0 H. TYP.; ONTO GRADE AND DOWN (2% SLOPE) . ' / TO EX. LOWER TURF AREA. ,... 18:f // TYP. OF 4 / -..._, ----+-----lf-+l---+--+----3></,( ,, __,__ = "" // PROPOSED SEWAGE PUMP 1 \.-, ~ =I.' (PUMP TO EX. SEWER D ._,,, / AYLIGHT '-' / LATERAL FROM PARK DR.) :09 I WALL DRAIN // EXISTIN EX.4'RET.WALLAT ------N+----cS>f',I 3'KEYS ONE ,,.,,. PROP. LINE TO REMAIN WALL /182' / =------..:.. --=-,... = i.-: 10' PRIVATE DRAINAGE EASEMENT PER PARCEL MAP 12803. 9::;; b CJ) -UJ 10'-0" APN: 2071-206-700 1644 TAMARACK AVE. BENEFITING PARCEL #1 -----!-----------~~ "le------------ ------------···----------------- / ,... / / / I / / ,... ----~ --- 69'-2" I I I 178' / ----/ ___ \ ___ =_ 177 EL I I I ---------------------------- " • 0 0 <( ·' "' 0 ,_ "' UJ U) :r ...., (/) (I) ::, ~ ·- ro ·-C L. ·o ~ ·--ro u ... "'O ro ..0 U) CITY 1 cdp 16-46 3-22·17 PROJECT DATA SITE PLAN A-1 . "·; "·. _, • .. CONC. PAD AT EXT. DOOR FINISHED GRADE BEYOND FINISHED GRADE, TYP. b -.· . ' "' 12 3 c:::::::=- ... 110 D . t ._r· 12 --=:::::J 3 4. South Elevation SCALE: 114"=1'-0" 9" STEP IN EXT. WALL -----J.~~.i:.I _·, ..• -1 ·=ii.-·., EB l ·_. FINISHED GRADE, TYP.~ ·· .. · ..•• · .. · EX. GRADE DASHED~ ----· • ----. . ----- ·. \ -...:.... -· CONC. PAD AT EXT. DOOR-------~ 0 . co :'. 0 . .: ~ ... 3. Vvest Elevat!on 0 MATCH STUCCOT MAIN HOU 2x8 FILL FR ONCMUW SE OVER AMING ALL WINDOW FINISHED G RADE, TYP \ ASPHALT COMP. ROOF SHINGLES TO MATCH MAIN HOUSE, TYP. 3:12 SLOPE M 0 I STUCCO TO MATCH ----1 MAIN HOUSE OVER 2x6 FRAMING EXISTING GRADE DEEPEN FOOTING -~ AS NEEDED SCALE: 114"=1'-D" M N M M M N ATTIC ' ' • • • ' ' ATIICj ACCESS .. '" --'< -k'.'. BATH CLOSET "' IL'.'. . ::::, IL 5' 2 / "u LL'. I .I / I A Section SCALE: 114"=1'-0" OPEN LIVING 'ls ----~~ B. Section SCALE: 114"=1'-0" N M ' ' OPEN ---------~-~--- . ;b~- .. _,. -:N - M M ' ' • 2'-0" M . EEl .... · ASPHALT COMP. ROOF SHINGLES TO MATCH MAIN HOUSE, TYP. 3:12 SLOPE ~----STUCCO TO MATCH MAIN HOUSE, TYP. ~---8" CMU RET. WALL FINISH GRADE BEYOND EXISTING GRADE ~-------------EDGE OF CONC. PATIO I t N N N ' ' ' ' ' ' . -' a, LIVING --- " ~1f ~~ ' PATIO DOORS 4x4 POST BETWEEN PATIO DOORS (6" HDR.) CONC. PATIO (') z ~ ~ .·. '9 X "' LlJ . ..,..._2. 0 a: . J.L . N ~ ASPHALT COMP. ROOF SHINGLES TO MATCH MAIN HOUSE, TYP. 3:12 SLOPE l-----STUCCO TO MATCH MAIN HOUSE, TYP. I CONC. PATIO BEYOND EXISTING GRADE BEYOND EXISTING GRADE, TYP. N ', ROOF RAFTERS ' ~ ' I - '-. / CEILING JOISTS STUCCO TO MATCH MAIN HOUSE OVER 2x6 FRAMING CONC. SLAB ON GRADE EXISTING GRADE ----------~------- EXISTING GRADE FINISHED GRADE, TYP. -' -' <( bS ,o a, LlJ N2 ~ lL T.W. 187' B.W. 183' I I 12 3 c::::-=-=-12 --=:::::J 3 ASPHALT COMP. ROOF SHINGLES TO MATCH MAIN HOUSE, TYP. 3:12 SLOPE ~----STUCCO TO MATCH MAIN HOUSE, TYP. FINISHED GRADE, TYP . T.W. 187' ·•··· ... ·_.··· ..•. _.·........ . J ·.····.· ... ·.:._. •··· ..... · .... · • .. _.· ..... ·.·. :~··~· .· · · I I __________ L _________________ J BW18~ 2. East Elevation SCALE: 114"=1'-0" 12 3 c:::= 0 z ··o-b.--· .. ·.·· ... ·· ~-~ .. ' : 2 ,• .. t 0 -8:· . · .. _ .-·_--·: __ ···.-... -· .···._--·~ .... >..,.....,-.-.-·· .:._ ...:.....-:......._...,...:...:,.____:-~. _ _:.:_._· -- / ASPHALT COMP. ROOF SHINGLES TO MATCH MAIN HOUSE, TYP. 3:12 SLOPE l-----STUCCO TO MATCH MAIN HOUSE, TYP . ,,----RET. WALL DASHED FINISHED GRADE, TYP. L ______________________________________ --.:::.C ~------ EXISTING GRADE 2'-8" CMU 1. North Elevation SCALE: 1/4"=1'-0" 13'-0" FRAMED WALL 24'-0" 8" CMU WALL --i----------i ' ·1 I I I t ·. .' .. I T. F ,/. 16'-4" CO.NC ·· •. ,.><"_· ... /· .. _· •. _··. ·. · PATI_O ,1y --1- I 9" clg. ----- LIV4-NG - ------ 'I I 17.8x29.3 + 522 13x12 + 156 , c (6.5x6) -38 I Living Area = 640s.f. , S.F. CALC.: FRAMED WALL . ·. -. . -~ -:-:---1_._ . . . : . . -_ I . ·. I I 1: I r . I ~ " -·; ' I . ;; : I \; ----+'' -_j_J A --~ -'- ' I I I I I DASHED 0 ·' N - 0 -' '" N ~~~--··--- ' · . . . :, 0 J: ........ '!II!"'!" t:A .., .fll\ .. ::,. .... , .. _,,.,.··._ .. ·. v •-.. -ro u ·-:I.- Cl ~ !,,_ co 0.. LJ) co Ch M 2-17-17 FL00R PLAN ELEJJ:A,Tl0NS SEE:Tl©N A-2