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HomeMy WebLinkAboutSDP 2020-0005; CHILDREN'S PARADISE; Planning Commission; PACIFIC OCEAN EXIST. 18" RCP -1350-D '.~ -l _j a.. <( c., U)<( SITE DEVELOPMENT PLAN CHILDREN) PARADIS£ STORM DRAIN PIPE PER DWG. 484-5 s<1-Z LLJ \ \ \ \ \ \ \ . . \ \ \ . \ \ \ . \ \ ,? . \ \. Gl ~ -u I CITY OF VISTA -LJ CITY OF ENCINITAS "" CONCRETE PAVERS (PERVIOUS SURFACING): = 5,427 S.F. IMPERMEABLE AREA = 2, 125 S.F. EARTHWORK QUANTITIES SITE USE DATA 1 -============================--------------VICINITY MAP cu~_~5=3=1-=o ___ cY TOTAL NUMBER OF STUDENTS: 198 (AGES 16 WEEKS TO 12 YEARS) TOTAL NUMBER OF STAFF: 26 NOT TO SCALE BOUNDARY LINE DATA LINE BEARING DISTANCE L1 N 35"21'16" W 78.26 L2 N 25"29 33·· W 54.69 L3 N 39·20·23· W 32.30 L4 N56"5813 w 22.15 L5 N 90"00"00" W 26.64 L6 S 76"1114" W 25.41 L7 S 59·45·24·· E 23.73 L8 N 78"04' 43" W 59.27 L9 S 88"52 35 w 64.65 FILL: 531.0 CY IMPORT: a.a CY EXPORT: 0.0 CY REMEDIAL: 100.0 CY BOUNDARY CURVE DATA CURVE ARC LENGTH RADIUS DELTA ANGLE CHORD BEARING CHORD LENGTH C1 84.58" 110.00 44"03 22" N 81"47'05" W 82.51 CZ 130.72" 170.00 44·03 22·· N 81 "47'05" W 127.52 C3 99. 7 1. 1270.00 4"29 54·· N 88'22'23" E 99.69 C4 71 .63' 1270.00 3"1353" N 87"4423 E 71.62 C5 28.08 1270.00 1"1601" S 89"59'20" W 28.08 ACAL ENGINEERING, INC. W.O. 19 -1058 HOURS OF OPERATION: M -F, 6AM TO 6PM TOTAL TRIP GENERATION (BASED ON 198 STUDENTS): 980 ADT(SEE TIA BY LOS ENG.) 1----1----+----------------+------t---+---+-----; SEWER/WATER DISTRICT(S): CITY OF CARLSBAD SCHOOL DISTRICT(S): CARLSBAD UNIFIED SCHOOL DISTRICT LEGAL DESCRIPTION: LOT 7, MAP 16038 SITE ADDRESS: 3335 MARRON RD, CARLSBAD, CA 92009 ASSESSOR'S PARCEL NUMBER: 167-040-49-00 PHOTOVALTAIC SYSTEM TO BE ROOF MOUNTED IMPERVIOUS AREA= 17,562 S.F. / 29,517 S.F. W/BUILDING TOTAL DISTURBED AREA=55,334 S.F. TOTAL SITE SEWER DEMAND (EDU) = 6.80 TOTAL SITE WATER DEMAND (GPD) -DOMESTIC = 767.0 TOTAL SITE WATER DEMAND (GPD) -LANDSCAPE = 1131.29 DAIT INITIAL ENGINEER OF WORK DAIT INITIAL DAIT INITIAL REVISION DESCRIPTION O]}IER APPROVAL CITY APPROVAL N SDP2020-0005 SHEET 1 OF 22 SHEETS C ITY OF CARLS8l\D PLANNIN G CO MlvllSS,ur, Case Name C!/li\dv-£,V\ ~ \'AVt1d('iL ------------, Case No.: 'S\?r i.,o-z \ ' ~o <;; I -----h--~~----1 Exhibit No.: l' JI\ t< -Y p-Date: STA 1+00.00 SWR AH No.15 SEE COC DWG No. 484-5 RIM EL=(142.59MSL) 0 20 2-~ 40 60 \ ' t ( ' ·~,-i-2 DESCRIPTION DWG.NO. SYMBOL WATER MAIN PER DWG. 484-5 -w- FIRE SERVICE PER DWG. 484-5 -FS - EXIST. EXIST. EXIST. EX IST. IRRIGATION SERVICE PER DWG. 484-5 POTABLE WATER SERVI CE PER DWG. 484-5 -IR - -WS - EX IST. FIRE HYDRANT PER DWG. 484-5 DDCV 2" WATER METER BACKFLOW PREVENTER STORM DRAIN CLEANOUT, TYPE A STORM DRAIN CATCH BASIN, TYPE F PROP. BROOKS 2424 INLET WITH TRAFFIC GRADE GRATE PROP. WOOD FENCE (6' TALL) SLOPE PROTECTION & ROCKFALL BARRIER CHAIN LINK FENCE PROP. MASONRY SPLASH WALL (32" MAX HEIGHT) CMWD W-22 CMWD W-02 CMWD W-20 SDRSD D-9 SDRSD D-7 -0---§ ~ ------IMl-- -IBB- =El= =OF [j] CALTRANS SV-01 DETAIL SHEET 2 )8( PROP. MASONRY RETAINING WALL SDRSD C-1, C-2, C-3 PROP. . PROP. PROP. PROP. MASONRY FENCE WALL 2: 1 /3: 1 SLOPE PCC CURB (6") PCC SURFACE (3.5" MIN) PROP. PCC SWALE (6" MIN) PROPOSED AC PAVINl: ('i 5290 S.F.) PROP. HOPE STORM DRAIN PIPE (12") PROP. HOPE STORM DRAIN PIPE ( 18") PROP. HDPE STORM DRAIN PIPE ( 4") PROP. PERFORATWS HDPE STORM DRAIN PROP. PCC DRIVEWAY (20') PROP. RIP RAP, 1 TON PROP. 4" SEWER CLEANOUT PROP. 4" SEWER LATERAL PROP. WROUGHT IRON FENCE (SEE DETAIL SHEET 3) PLAYGROUND LIMITS INDEX OF SHEETS SDRSD G-1 [3] LJ □ =sD12= =SD18= =SD4 = PIPE (4") ---== SD4 = SDRSD G-14B 1-·: L<:Y SDRSD D-40 CSD SC-01 CSD SS -01 -----0-------0- 0 0 0 0--0--0--0--0-- TYPE: CHILD DAYCARE FACILITY ZONE: CF COMMUNITY FACILITI ES ASSESSORS PARCEL NO(S) 167-040-49 -00 SITE DATA AREA (SQ FT ) LOT*** SEE NOTE ABO BUILDING PARKING LOADING LANDSCAPING PARKING 46 SPACES 11930 15553 25224* ORD. REQ 45 TOTAL COVERAGE % 100% 22.63% 29.51 47.86* * INCLUDES PLAYGROUND GARAGE Q LOADING 1 RV COVERED 0 HANDICAP 4 STORAGE 1-----+---+---->------< SPACES OPEN 41 TOTAL 46 DWELLING UNITS OPEN SPACE DATA STUDIO COMMON PRIVATE lBDRM N A N A 2BDRM N A N A 3BDRM N A N A N A N/A TOTAL UNITS N A N A ORJVEWA'V' (SIZE&. SETBACKS SLOPE) **AS ESTABLISHED BY THE QCMP ONEWAY ---FRONT ** REAR ** TWOWAY 20 FEET LSIDE 10 FEET SPECIAL --- SLOPE 8% (MAX) R SIDE 10 FEET ACCES BLDG --- . -----~f.RQEQ.S[O_[lfJlSHEQ SURFACE.-... -.. ------2:1 SLOPE -EL==131.80 ...... . ----~~O~F~B~l~O~FILTRAT/ON __ BASIN, EL,=}31,80 ... . --·---------·-···-·-·-····· PROFILE "so2" SCALE: HORIZONTAL: 1"=20', VERTICAL: 3" WELL-AGED SHREDDED HARDWOOD MULCH 3:1 SLOPE 0 ---- 2:1 SLOPE --EL=/31.80 J;J_SLOPE ......... . ---.,-----.=,--=fJROf'OSfXJ BIO FILTRATION-- . . __ 8fJSIN,.£S=LJ.O_BD.. . 1"=5' EXIS77NG 18" RCP STORM DRAIN PIPE, I.E.=124.45, O.E.=123.10, L=19.34', GRADE=9.16% CENT£R .... .QF ... PROAOSED BROOKS . - ---~ -:,_,, ... ~·-<,,,,,----',."' .. ---•• ·.:,:: ... ::,,----"".'--, PROPOSED 6" PCC CURB PROPOSED 12" WIDE x 12" DEEP (MIN) TRENCH DRAIN W/END OUTLET SEE DETAIN SHEtT 3 PROPOSED FINISH--~ SURFACE AT DRIVEWAY 2.33% BEGIN PCC DRIVEWAY APRON AC PAVING CENTER OF PROPOSED BROOKS 2424 PRECAST INLET W/TRAFFIC GRADE GRATE, GRATE=138.21, I.E.=135.18, O.E.=135.14 \ PROPOSED FINISH PROPOSED \_ SURFACE PARKING LOT 12" HOPE STORM PROFILE "sos" SCALE: HORIZONTAL: 1"=20', VERTICAL: 1"=5' PROPOSED 6" HOPE STORM DRAIN PIPE, I.E.=135.58, O.E.=135.18, L=62.00', GRADE=0.65% MASONRY FENCE WALL SEE DETAIL THIS SHEET 30" MODIFIED SDRSD D-75, TYPE B 30" . · PROPOSED-12" HDPE STORM DRAIN · ···· ······----···· PIPE, l,E:=135,96, O,E.=129;{XJ, · · -· -------· --· L=30, 00 ', GRADE =-2§.17% i A ,._, .. FLUSH MASONRY CAP OR ROUNDED GROUT CAP 3-#4HORIZBARS EVENLY SPACED, 16n LAP MIN. # 4 VERTJCAL BAR @ 48n oc CENTERED MATCHING DOWEL BENT ALTERNATELY • 6ftMAX ~-#4D0WEL @48uoc . :-1. Ar\ . I Lf-U • MIN LAP PLAYGROUND SURFACE ZO" ~--; 2" NATDAAL~GRA=D=E.rmeesi--""r""-"'"----f ,f"!--~~:~ 4HO~I BART&B Z'. r INSTALL ORIFICE PLATE WITH OPENING OF D=1.20" PLAYGROUND SURFACE WALL SECTION @ SEE ORIFICE DETAIL THIS SHEET EXISTING CATCH BASIN WITH GRATE PER RSD D-9, TYPE I PER CITY OF CARLSBAD DWG. NO. 484-5, RIM EL=131.8O, FL=124.72, O.E.=124.45 L & W =5' BIOFIL TRATION DRILLED 1.20" DIA. / --.. 6" PERFORATED ORIFICE OPENING ~/~ PVC UNDERDRAIN PIPE DETAIL: FLOW CONTROL ORIFICE OUTLET NO SCALE CENTER OF PROPOSED BROOKS 2424 PRE CAST INLET W /TRAFFIC GRADE GRATE GRA TE=138.50, l.£.=134.58 , O.E.=134.54 PROPOSED FINISH SURFACE PROPOSED FINISH SURFACE SIDEWALK CENTER OF PROPOSED BROOKS 2424 PRECAST INLET W/GRA TE, GRA TE=137.64, I.E.=134.58 , O.E.=134.54 ~;OPOSED FINISH SURFACE SIDEWALK 0.50% & HYDROMOD FACILITY DETAIL NO SCALE CENTER OF PROPOSED BROOKS 2424 PRECAST INLET W/TRAFFIC GRADE GRATE, GRATE=138. 75, l.[.=135. 75, O.E.=135. 71 CENTER OF PROPOSED BROOKS 2424 PRE CAST INLET W /TRAFFIC GRADE GRATE, GRA TE-138.21, I.E.~ 135.18, O.E.-135.14 .,,,--CURB DEPRESSED FOR HANDICAP ACCESS -----PROPOSED FINISH SURFACE PARKING AREA PROPOSED WROUGHT IRON FENCE SEE DETAIL SHEET 3 PROPOSED STORM DRAIN CLEANOUT, TYPE A PER SDRSD D-9, LID EL=138.00, IE=128.41, O.E.=128.33 2:1 SLOPE EL=131.80 3:1 SLOPE PROPOSED BIOFILTRATION BASIN, FS=/30.80 PROPOSED 12" HDPE STORM PROPOSED 12" HOPE STORM DRAIN PIPE, I.E.=135.75, O.E.=135.18, L=106.00', GRADE-0.54% EL=/42.00 PROPOSED MASONRY RETAINING WALL PER RSD C-3 ,,..---EXISTING GROUNDLINE ,,..---PROPOSED FINISH SURFACE DET Al L "E-E" NO SCALE 4" AC PAVING OVER 6" CL II BASE---, 6" PCC CURB EXISTING GROUND MODIFIED D-75 NO SCALE PCC SIDEWALK 6" PCC CURB 0.50% SOIL SUBGRADE, UPPER 12" AT 95% COMPACTION. (ASTM D1557) n 8" MAX. DETAIL HOPE STORMDRAIN PROPOSED 12" HOPE STORM DRAIN PIPE, I.E.=134.54, O.E.=133.99, L=11.00', GRADE=5.00% DRAIN PIPE, I.E.=135.14, O.E.=134.58, L=112.00', GRADE=0.50% PROFILE "SD4" STRUCTURAL SECTION PARKING LOT /T.l.=6.O • SCALE: HORIZONTAL: 1"=20', VERTICAL: 1 "=5' NO SCALE ACAL ENGINEERING, INC. W.O. 19-1058 -------------·-· ----------------- GENERAL NOTES AND SPECIFICATION i. ALL CONSTRUCTION SHALL COMPLY WITH FRESNO MUNICJPAL CODE 2. GROUT ALL CELLS CONTAINING REINFORCING STEEL (SEE NOTE 9) 3. ALL MASONRY UNITS SHALL COMPLY WITH LATEST P.DOPTED CALIFORNIA BUILDING CODE 4. DEPTH OF FOOTING ARE INTO NATURAL UNDISTURBED SOIL OR TESTED AND APPROVED COMPACTED FILL. 5. ALL MASONRY UNITS SHALL BE MINIMUM F'm = 1500PSI 6. REINFORCING STEEL SHALL DEFORMED BARS MINIMUM GRADE 40. 7. FOOTING CONCRETE SHALLA MINIMUM OF 2500 PSI IN 28 DAYS. 8. ALL CELLS SHALL BE GROUTED SOLID IN CONDITIONS SUCH M3 IN FRONTAGE WAY OR OTHER AREA AS REQUIRED BY THE CITY ENGINEER. 9. MORTAR SHALL BE TYPE·S(MINIMUM 1800PS! At 28 DAYS, ONE PART(1) CEMENT, TYPE, ONE HALF(112) PART LIME PUTTY OR HYDRATED LIME, FOUR AND ONE HALF{41/2) PARTSSAND(MAXIMUM) 10. GROUT SHALL BE MINIMUM 2000 PSI AT 28 DAYS ONE (1) PART CEMENT THREE (3) PARTS SANDS TWO {2) PARTS PEA GRAVEL MASONRY FENCE WALL DETAIL NO SCALE CITY OF CARLSBAD-PROJECT INFORMATION TABLE SITE DEVELOPMENT PLAN OWNER: EL SALTO FALLS LLC PHONE: 760-822-9347 ADDRESS: 211 MAIN ST, 205, VISTA, CA 92084 ARCHITECT, ENGINEER, OR DESIGNER: ACAL ENGINEERING INC. PHONE: 760-724-7674 ADDRESS: 221 MAIN STREET SUITE 205 VISTA CA 92084 TYPE: CHILD DAYCARE FACILITY ZONE: CF COMMUNITY FACILITIES ASSESSORS PARCEL NO(S) 167-040-49-00 SITE DATA DWELLING UNITS AREA(SQ FT) COVERAGE% STUDIO L01'1'** EE NOTE ABOVE 100% j 1 BDRM N BUILDING 11930 25.93 2BDRM N PARKING 15830 29.98 3BDRM N LOADING N LANDSCAPING 23242* 44.09* TOTAL UNITS PARKING ORD. REQ * INCLUDES DRIVEWAY (SIZE & 47 SPACES 45 TOTAL PLA YGROU NO SLOPE) GARAGE 0 LOADING COVERED 0 HANDICAP 1 RV ONE WAY __ _ -+---+--~4----; STORAGE TWOWAY 20 FEET -+---+----, SPACES OPEN 41 TOTAL 46 I SLOPE 8% (MAX) OPEN SPACE DATA COMMON PRIVATE N A N A N A N A N A SETBACKS **/>S ESTABLISHED BY THE QCMP FRONT ** REAR ** LSIDE RSIDE 10 FEET 10 FEET SPECIAL __ _ ACCES BLDG --- ~-FG=160.00 SLOPE PROTECTION & ROCKFALL BARRIER CHAIN LINK FENCE, HEIGHT=4' MASONRY FENCE WALL SEE DETAIL SHEET 2 MAXIMUM HEIGHT =32" ~-FG=150.00 WROUGHT IRON FENCE MASONRY FENCE WALL SEE DETAIL SHEET 2 TW=139.69 (VARIES) 30" MODIFIED SDRSD D-75, TYPE B EXISTING GROUND DET Al L "A-A" NO SCALE .---EXISTING 2: 1 SLOPE / /• PLAYGROUND /• SURFACE PROPOSED PRESCHOOL ---__,·c....•••·,..c,. .. 1--.L FS=140.34 .• ,W----------j EXISTING GROUND DETAIL "c-c" NO SCALE PARKING LOT 2 /2/ 6" MIN. i . 1 ~12"x6" PCC FOOTING 30" MODIFIED SDRSD D-75, TYPE B ' PIL 6• PCC CURB PROPERTY LINE~ --------~~--+-1 0 NO. 0 ~ @J @J (I) 0 @J GJ 0 0 0 CD @J ® @J 0 @J (EJ ~ 0 @J C?J @ 0 0 Cr) 2: 1 FILL__,,/ 6.37' . D.G. WALKING TRAIL GREEN SPACE RETAINING WALi:: DETAIL "H-H" 6" PCC CURB NO SCALE RETAINING WALL DATA TOP OF WALL BOTTOM WALL @ TOP OF REMARKS WALL STD. ELEVATION FINISH SURFACE FOOTING 735.17 735.00 134.50 BEGIN WALL C-3 739.19 135.00 134.50 -----C-3 138.52 135.00 134.50 -----C-3 735.17 134.00 133.16 END WALL C-3 142. 10 141.67 140. 77 BEGIN WALL C-3 141.43 138.70 137.43 -----C-3 139.43 139.10 138.10 END WALL C-3 138.84 138.60 137.50 BEGIN WALL C-3 142.19 138.00 137.50 -----C-3 142.19 138.00 134.82 -----C-3 142. 19 138.80 138.17 END WALL C-3 141.67 141.50 140.33 BEGIN WALL C-2 141.67 139.50 137.00 -----C-2 142.27 140.15 138.50 -----C-2 142.64 140.33 139.31 -----C-2 142.64 139.10 138.64 END WALL C-2 143.28 139.10 138.60 BEGIN WALL * 142.61 139.55 138.93 -----* 142.28 140.10 139.60 -----* 142.28 140.10 139.60 -----* 142.28 140.10 139.60 -----* 142.28 140.10 139.60 END WALL * 144.71 139.18 138.68 BEGIN WALL C-2 144.71 139.18 138.68 END WALL C-2 144.71 139.18 738.68 BEGIN WALL ---- 144. 71 139.18 138.68 END WALL ---- * MASONRY FENCE WALL (MAX. HE/GHT-32" ACAL ENGINEERING, INC. W.O. 19-1058 EXISTING PCC BROW DITCH FLOWLINE OF EXISTING PCC------ BROW DITCH TO BE RECONSTRUCTED TO MATCH SURFACE OF PROPOSED CATCH BASIN. EL=141.50 FS=140.22 30" MODIFIED SDRSD D-75, TYPE B STORM DRAIN CATCH BASIN, TYPE F ---+-t--'- TOP=141.50, FL=131.00, WITH EAST SIDE OPENING, FL OF SIDE OPENING=138.91 MODIFIED SDRSD----t-'1':; D-75, TYPE B FL=138.91 DETAIL "B-B" NO SCALE 30" X <( ::,c ::l ~ CD r 4• WIDE ADA RAMP FS=139.69 (VARIES) / _,,. - 6" MIN. • · PLAYGROUN SURFACE FS=13 .02 VARIES) 6" MIN. ' ' - 0 I (l) -- ~ ' ~ 2"X2" SQUARE STEEL RAILS -.. I ' ,,t ::, C[ ll, ~ D - o.c. NOTES: SDP2020-0005 SHEET 3 OF 22 SHEETS □ □ jj □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ Cl Cl PLAN VIEW -EXISTING WALL CONDITION PAINT FENCE WITH TWO COATS EXTERIOR PRIMER AND TWO COATS EXTERIOR BLACK PAINT , SATIN FINISH. INSTALL ANIMAL NETTING -4 MESH BLACK POLY GALV WELDED 23 GAUGE (.025") WIRE DIA PER MFG'S RECOMENDATIONS OR APPROVED EQUAL. ' ' I I I I ELEVATION r-T 1 I I I I I I I FINISH SURFAC:::: 6'-0 11 WROUGHT IRON FENCE SLOPE PROTECTION & ROCKFALL BARRIER CHAIN LINK FENCE, HEIGHT =4' WROUGHT IRON FENCE MASONRY FENCE WALL SEE DETAIL SHEET 2 MAXIMUM HEIGHT = 32" PROPOSED PRESCHOOL FF=140.70 I I I I I I I I 1 1 1 1 2"X2" SQUARE STEEL POSTS L __ u_~@ 8'-0" O.C. TYP PLANTER 12" DIA. X 24" CONCRETE FOOTINGS @ 8'-0" O.C. TYP PCC SIDEWALK 6" PCC CURB TC=139.58 FS=139.08 FINISH SURFACE PARKING LOT DETAIL "G-G" TC=139.26 FS=138.76 NO SCALE PROPERTY LINE~ pl ~L 2: 1 CUT SLOPE PROPOSED PRESCHOOL 6" PCC CURB TC=139.10 FS=138.60 CL 12"x6" PCC FOOTING PLANTER PCC SIDEWALK PARKING LOT PROPERTY LINE~ PL :-.----=3~0_' .!Y!M.!!clN;,__. _:-:._,;3.'.:!c4·cS!5_' .!Y!M.!:!A6'X-~ ___ __.-j DETAIL "D-D" NO SCALE MASONRY WALL PER SDRSD C-2 TW=143.50 24' TC=138.70 FS=138.20 2: 1 FILL ,,.-, i ! I , '-=========i==========;==========ilJ -I f i Pi.AN VIEW ,:= =J i I 12·---;· ~~:-j A '□DDDDDODDDOOO!~ , DOD OD ODO O 00 0 0 :_1 \_GRATE TO BE TIRAFFIC GRADE/CAST IRON T ! ~ I -;-.. J""'T--l r =\1 II 1'. y--,,·. s· X s· X W4/W< W.W.M. I VI w=, I-1· J~,-. If -1 1. MINIMUM 4,000 PS/ CONCRETE @ 28 DAYS ! , t 2. 60 GRADE R£l,\1F'ORCEMENT 11 1,1 l i I I 3. APP.'/OX. WEIGHT = 32S LBS/UN.FT. 1--! ! ;. ,,r-j s· i 1------2•·-----l SECTION A-A TRENCH DRAIN DETAIL BROOKS 2424 INLET TOP=139.50, FL=135.36 NO SCALE <1 \Q H !.o .-0' -,'<-~~1;, No. 31915 ~ ~ Exp 12-31-22 ~ CJV\'- D.G. WALKING TRAIL GREEN SPACE 6" PCC CURB MARRON ROAD CITY OF CARLSBAD -PROJECT INFORMATION TABLE SITE DEVELOPMENT PLAN OWNER: EL SALTO FALLS LLC PHONE: 760-822-9347 ADDRESS: 211 MAIN ST, 205, VISTA, CA 92084 ARCHITECT, ENGINEER, OR DESIGNER: ACAL ENGINEERING INC. PHONE: 760-724-7674 ADDRESS: 221 MAIN STREET SUITE 205 VISTA CA 92084 TYPE: CHILD DAYCARE FACILITY ZONE: CF COMMUNITY FACILITIES ASSESSORS PARCEL NO(S) 167-040-49-00 SITE DATA AREA (SQ FT) LOi'I'** EE NOTE ABOVE BUILDING 11930 PARKING 1 5830 LOADING LANDSCAPING PARKING 47 SPACES GARAGE 0 COVERED O OPEN 41 23242* ORD, REQ 45 TOTAL LOADING HANDICAP TOTAL COVERAGE% 100% 25.93 29.98 44.09* * INCLUDES PLAYGROUND 1 l RV 4 I STORAGE SPACES 46 DWELLING UNITS OPEN SPACE DATA STUDIO COMMON lBDRM N N A N A 2BDRM N N A 3BDRM N N A N N A TOTAL UNITS DRIVEWAY (SIZE & SETBACKS SLOPE) **AS ESTABLISHED BY THE QCMP ONEWAY ___ FRONT •• REAR •• TWO WAY 20 FEET LSIDE 10 FEET SPEGAL ___ SLOPE 8% (MAX) RSIDE 10 FEET ACCES BLDG ___ /~-LINE OF , 1 / I ' I . - I\ I\ I I 21 :-I ?ii N ~\ 0 (/) I I I I I I BOUNDARY LINE DATA LINE BEARING DISTANCE L 1 N 35"21 16" W 78.26" L2 N 25"29'33" W 54.69' L3 N 39"20 23 W 32.30 L4 N 56"58 13" W 22.15· L5 N 90·00·00· w 26.64' L6 S 76"11'14" W 25.41" L7 S 59"45'24" E 23.73' L8 N 78"04 43--W 59 .27' L9 S 88"52'35" W 64.65' EXIST. BIKE LANE EXIST. SINGLE WHITE STRIPE /EXIST. SIGHT LOOKING WEST=350' / DOUBLE YELLOW STREET i STRIPING~ ------l-5----- C4 \ ' C3 ---~ I \ \ \ I I I 2 I ~ wl ' ~I I") 81 (/) I \ I I I I \I~ 1. ~-~\'1. "(!:! ~ o. • \~ BOUNDARY CURVE DATA I al 0 . , EXIST. BIKE LANE \ I CURVE ARC LENGTH RADIUS DELTA ANGLE CHORD BEARING CHORD LENGTH C1 84.58 110.00 44"0322 N 81"4705" W 82.51 C2 130.72' 170.00 44"03 22" N 81"47 05" W 127.52' C3 99.71' 1270.00 4"29'54' N 88"22 23" E 99.69' C4 71.63 1270.00 3"13 53" N 87"4423" E 71.62 C5 28.08· 1270.00 1·15·01.. s 89°59'20" w 28.08' / I ' I / / '-" ' I ' I i ' J ACAL ENGINEERING, INC. W.O. 19-1058 - SITE DEVELOPMENT PLAN CHILDREN) PARADISE ~EXIST. STRIPED BIKE LANE STRIPING STA 3+06.18 -CIL 24' PC~----.._ DRIVEWAY PER SDRSD G 148 '... I EXIS11NG ELECTRICAL SERVICE EXIST. BIKE LANE R" o"" ,~ R MAIN I PER DWG. 484-5 \ MARRON ROAD/EXIST. DOUBLE YELLOW STREET STRIPING \\ I / ~~ ~ I ______ ff ~ ' ' s s ' sg·22 :40 c EXIS11NG RAISED MEDIAN PER COC DWG 484 .s I I - I 0 "' ' JJ I ' ! I I ' ' I I ,,. r,, ,,✓-"•·., fj \ I/ 0 ..,::...---' " -. --r- I \ ?4' I I -~ HC , ',-'/ '/////////////i'/ L/ , : ....,,,,,-EXIST • I I -1- HC HC I I I ~-/ /" // /// /// / / / // // / // //, // /' C7 --------.......... 11\ DATE INlllAL SOLID BIKE LANE STRIPING N /8'8\38' 44 .,/ '\. EXIST. BIKE LANE \ \ \ _' ___ ,,r HC I I EV EV I i //////. /// 11 f'\ I PAD = 140.0 F.F. = 140.7 0 "' .... "' I I~ ~ I I 7 I ~ I -.... ;.. (!) "' '' I BLDG AREA = 11930 S.F. ----- DATE INlllAL DATE INlllAL ~ S 88"52'35" W 71.51' ENGINEER OF WORK REVISION DESCRIPTION 01l-lER APPROVAL CITY APPROVAL --------------------· -· 0 0 0 (!) [ , t / :1 '/ SDP2020-0005 SHEET 4A OF 22 SHEETS EXIST. SINGLE WHITE STRIPE END EXIST. DOUBLE YELLOW STREET STRIPING 2 ~~-==~~ ~Z1 ------1 END EXIST. SINGLE WHITE STRIPE / LINE OF SIGHT LOOKING WEST =350' ~ ~END EXIST. STRIPED BIKE LANE STRIPING /EXIST. SINGLE WHITE STRIPE Ii \ N , 0 20 40 60 ' \l.,.· ~~-=_-=_-=_-=_-=_c-=_1rv-=_-:_o-=_F-=_-c_A-:_R-:_L-:_s-B~A_ -D_ -__ -P_R-=_o-=_J-=_E=c_r-=_=1_N-=_F=o_=R_M-=_=t,:,._J-=_10-:_N-=_-t_A-:_s-:_L-:_E-:_-:_-=_-=_-:_-:___-=1 ---"f,';:, 1--SI_TE_DEV_E_LO_P_M_E_N_T_P_LA_N ________________________ --1 f'.; 1--0W_N_ER_:--=E=-L_S=A-"L=T-=O--'-F""'A""LL=S;;,.-""LL=C~ __ P_H_O_N_E_: ~7~6~0~8=2=2~9=3~4~7~--------11 ~ 1-A_D_D_R_ES_S--: 2cc.1_1 __ M __ A_IN_S_T.,_, _,#,_2_0_5.,_, _V_IS_T_A.,_, _C_A_9_2_0_8_4 ____________ __ v, 1-A_R_C_H_IT_ECT~, E_N_G_IN_E_ER~,_O_R_D_ES_IG_N_E_R:~AC=A~L~E~N=G=IN=E=E~R=IN=G~~IN=C~. _P_HO_N_E_:~7~6=0~7=2~4~7=67~4~--1 ADDRESS: 221 MAIN STREET. SUITE 205. VISTA. CA 92084 l'YPE: CHILD DAYCARE FACILITY ZONE: CF (COMMUNITY FACILITIES) ASSESSORS PARCEL NO(S) 167-040-49-00 SITE DATA DWELLING UNITS OPEN SPACE DAT A AREA (SQ fT) COVERAGE% STUDIO COMMON PRIVATE ,EE NOTE ABOVE 100% 1BDRM N/A N/A N/A BUILDING 11930 22.63% 2BDRM NIA NIA NIA PARKING 15553 29.51 3BDRM NIA NIA NIA LOADING NIA N/A LANDSCAPING 25224* 47.86* TOTAL UNITS NA NIA NIA PARKING ORD. REQ • INCLUDES DRIVEWAV (SIZE & 46 SPACES 45 TOTAL PLAYGROUND SLOPE) SETBACKS **AS ESTABLISHED BY THE QCMP GARAGE O LOADING 1 RV ONE WAY __ _ 1--CO-V-ER_E_D --t-~o~f-H_A_N-DI_CA_P--t--4~-1 STORAGE ... TW_O_W_A_Y_2_0_FE_ET___._L_S_ID_E -,-o-FE_ET_+-5-P-EC-IA_L _______ _ t----+---+------t-----; SPACES OPEN 41 TOTAL 46 SLOPE 8% (MAX) R SIDE 1 Q FEET ACCES BLDG --- FRONT ** REAR ** c:LLJ: l _j ,;: . ;::, a.. <:( ~/I 3: z w -u w fL··:·-;, w ---)v<~~ tr., i '==~~~~~~~, f-- BOUNDARY LINE DATA LINE BEARING DISTANCE L 1 N 35"21 16" W 78.26" L2 N 25"29 33" W 54.69 L3 N 39"20 23"' W 32.30" L4 N 56"58'13" W 22.15 L5 N 90·00 oo·· w 26.64" L6 S 76" 11 '14" W 25.41 ' L7 S 59"45'24" E 23,73· LB N 78"04 43" W 59.2T L9 S 88"52 35· W 64.65. I I EXIST. BIKE LANE EXIST. BOUNDARY CURVE DATA CURVE ARC LENGTH RADIUS DELTA ANGLE CHORD BEARING CHORD LENGTH C1 84.58" 110.00 44"03 22·· N 81"47"05"' W 82.51 C2 130.72 170.00 44"03 22 N 81"4To5·· W 127.52 C3 99.71 1270.00 4·29·54-N 88°22·23-E 99.69 C4 71.63 1270.00 3"1353 N 87"44.2Y E 71.62 C5 28.08 1270.00 1·15·01-S a9·59·20·· W 28.08 ACAL ENGINEERING, INC. W.O. 19-1058 II-- SITE DEVELOPMENT PLAN CHILDREN's PARADIS£ c1 -----.............. /1\ DA 1E INITIAL ENGINEER OF WORK --1 I I I I I 1 I I I I ,--EXISTING DOUBLE YELLOW STREET STRIPING -TO BE REMOVED EXIST. BIKE LANE . '<I" '<I" '<I" (0 '"" '"" ~ ~ I DATE INITIAL DA 1E INITIAL REVISION DESCRIPTION OTiiER APPROVAL CITY APPROVAL s I, S 88°52'35" W 71.51' SDP2020-0005 SHEET 4B OF 22 SHEETS EXIST. SINGLE WHITE STRIPE END EXIST. DOUBLE YELLOW STREET STRIPING 2----END EXIST. SINGLE WHITE STRIPE \ N \._./"~ 0 20 40 60 I TYPE: CHILD DAYCARE FACILITY ZONE: CF (COMMUNITY FACILITIES] ASSESSORS PARCEL NO(S) 167-040-49-00 SITE DATA AREA (SQ FT) L01'1'** SEE NOTE AfJOVE BUILDING 11930 PARKING 1 5553 LOADING lANDSCAPING PARKING 46 SPACES 25224* ORD. REQ 45 TOTAL COVERAGE% 100% 22.63% 29.51 47.86* * INCLUDES PLAYGROUND GARAGE O LOADING 1 RV 1--CO_V_E-RE-D--+-~O~+--HA_N_D_ICA_P_,__4__, STORAGE t-----+----+----,------, SPACES OPEN 41 TOTAL 46 DWELLING UNITS STUDIO lBORM N/A 2BDRM N/A 38DRM N/A N/A TOTAL UNITS N 'A DRIVEWAY (SIZE & SLOPE} **AS ONEWAY ___ FRONT TWO WAY 20 FEET LSIDE SLOPE 8% (MAX) RSIDE OPEN SPACE DATA COMMON PRIVATE N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A SETBACKS ESTABLISHED BY THE QCMP •• REAR •• 10 FEET SPECIAL ___ 10 FEET ACCES BLDG ___ ' ' ' ' ' ' ' ' ' ' y ' ' ' ' ' \ \ \ \ \ \ \ \ <( (9 w wo z <( w _J (_) a.. ~I LJI ·1 ' '' ' " .. I I I I MARRON ROAD ...-----©---~ ' ' ' ' ____,.-----·----' --.._ .............. '------------------...... ISSUES/REVISIONS CLIENT NO. DATE DESCRIPTiON 2 32 35 '--- 07/14/2020 Bid Set Package El Saito Falls, LLC & 09/21/2020 & 10/14/2020 £ 11/23/2020 Addendum 'A' Addendum ·c· Addendum 'D' Contact: Julie Lowen 221 Main Street, Suite 106 Vista, CA 92083 ' CA CA CA CA 16 17 EV EV EV -"r. I ' I I •. I .. :,: ::.;_;;;:_, ::_:;;:£,""'.~--~ =--~ -:::::,::;.:·::..: -~ -.. ~-._• .·· ~~-: NOTE: 1. SrTE LIGHT FIXTURES -REFER TO ELECTRICAL AND PHOTOMETRIC DWGS. 2. NO TREES, STRUCTURES OR BUILDING OVERHANG SHALL BE LOCATED WITHIN ANY WATER OR WASTEWATER UTILrTY EASEMENT. SITE PLAN PROJECT NAME SEAL Children's Paradise, Inc. at Carlsbad New Preschool Building and Interior Build-out 3335 Marron Rd, Carlsbad, CA 92009 APN: 167-040-49-00 Date: 12/23/2019 Project Number: 2019.104 Drawn By: M.M. Scale: N O R T H SCALE 1"=30'-o" 1 KEYNOTES r,\ NEW PAINT 4" DOUBLE WIDE SOLID PARKING STRIPING W/ (2) COATS \__'.,/ HIGHWAY WHITE PAINT TYPICAL THROUGHOUT SITE. REFER TO CIVIL DWGS. 0 0 0 CD (j) 0 0 @ @ @ @ @ @ @ NEW PAINT 4" WIDE 45· DEGREE DIAGONAL STRIPING SPACED AT 3' -0" O.C. W / (2) COATS SOLID BLUE WITH "NO PARKING" SIGNAGE AND 12" HIGH PAINTED IN WHITE NEW LANDSCAPE AREAS. REFER TO LANDSCAPE DWGS. NEW 6" RAISED CONCRETE CURB, SEE CIVIL DWGS NEW CONCRETE SIDEWALK, 4" THICK STANDARD GRAY CONCRETE WITH MEDIUM BROOM FINISH. PROVIDE 6 x 6 W1 .4 x W1 .4 WWF REINFORCING, EXPANSION JOINTS AT 10' -0" O.C. AND TOOLED JOINTS EQUALLY IN BETWEEN. PROVIDE UNDER SLAB TREATMENT PER SOILS REPORT. NEW A.C. PAVEMENT NEW ADA ACCESSIBLE CONCRETE CURB RAMP -SEE CIVIL DWGS. NEW CONCRETE PAVERS AT RAISED ADA ACCESSIBLE CROSSWALK WITH CONCRETE FLARES -SEE CIVIL AND LANDSCAPE DWGS. NEW ADA PARKING STALL SIGN -SEE DETAIL 1 / AS-1.2 NEW ADA ACCESSIBLE ENTRANCE SIGN ON THE PROPERTY" STATEMENT SIGN INTO ALL ENTRANCE SIGNS -SEE DETAIL 3/AS-1.2 DETENTION BASIN -SEE CIVIL DWGS. NEW CMU TRASH ENCLOSURE WITH TRELLIS STRUCTURE, PAINTED - SEE DETAILS 13, 14, AND 15 SHEET AS-1.2 NEW PAINTED STRIPING FOR ADA PARKING STALLS ON A.C. PAVING W/ (2) COATS HIGHWAY WHITE PAINT NEW CONC. 4' -0" LONG WHEEL STOPS NEW CMU RETAINING WALL, SEE CIVIL DWGS. PROVIDE CEMENT PLASTER FINISH ON EXPOSED FACES AND CONC. CAP AT TOP OF WALL -PROVIDE NEW DAMPROOFING ON INTERIOR SIDE OF RETAINING WALIL AND NEW 4"DIA. DRAIN TILE WrTH GRAVEL CONNECT TO STORM DRAIN -SEE DETAIL 13/AS-1.2 AND CIVIL DWGS. NEW PAINTED METAL RAILING FENCE SETBACK WITH CONCRETE FOOTING SETBACK MIN. 12" FROM RETAINING WALL. FENCE TO BE 5' MIN. AND 6' MAX ABOVE WALL. -SEE LANDSCAPE DWGS FOR FENCE DETAILS AND LOCATIONS NEW METAL GATE WITH EMERGENCY PANIC HARDWARE AND AUTOMATIC CLOSURE DEVICE. PAINT GATE TO MATCH FENCING-SEE LANDSCAPE DWGS FOR GATE DETAILS AND LOCATIONS @ NEW FIRE SPRINKLER RISER -SEE CIVIL DWGS @ NEW FIRE SPRINKLER STAND PIPE -SEE CIVIL DWGS ® NEW TRUNCATED DOMES -SEE DETAIL 8/AS-1.2 @ NEW PARKING LOT LIGHT STD -SEE ELECTRICAIL AND STRUCTURAL DWGS. @ NEW ACCESSIBLE PATH OF TRAVEL -SEE CIVIL DWGS. FOR GRADES AND SLOPES @ NEW 4" DIA. PIPE BOLLARDS -SEE DETAIL 11/ AS-1.2 @ NEW DECORATIVE BOLILARDS -SEE DETAIL 12/ AS-1.2 @ EXISTING CONC. CURB & SIDEWALK TO REMAIN (RIGHT OF WAY), PROTECT IN PLACE @ NEW CONG. CURB CUT AND DRIVEWAY ENTRY -SEE CIVIL DWGS. @ NEW CONG. CURB -SEE CIVIL DWGS. @ PROVIDE NEW FlRE RPDA -SEE CIVIL DWGS. @ PROVIDE NEW GAS METER COORDINATE WITH SDG&E -SEE PLUMBING DWGS. @ 2 BIKE RACKS FOR ONE BIKE EACH -SEE EXTERIOR ELEV. ® 1 BIKE LOCKER FOR TWO BIKES -SEE EXTERIOR ELEV. @ PASSENGER LOADING/UNLOADING AREA ® PEDESTRIAN PATHWAY ® PLAYGROUND LINE OF SIGHT WINDOW NEW PAINT 4" WIDE 45" DEGREE DIAGONAL STRIPING SPACED AT 3' -0" O.C. W/ (2) COATS HIGHWAY WHITE WITH "NO PARKING" SIGNAGE AND 12" HIGH PAINTED IN WHITE LEGEND PROPERTY LINE ADA CA EV LOAD ADA PARKING STALL CLEAN AIR PARKING STALL FUTURE EV PARKING STALIL LOADING/UNLOADING AREA MORALDE Architects INCORPORATED 180 South Prospect Avenue Suite 110 Tustin, CA 92780 Telephone: (562) 896-9619 Facsimile: (714) 838-9899 Sheet Title: SITE PLAN Sheet No.: AS-1.0 \ \ \ \ f l 0 R = 1270' L = 99.71' --·--·--·--·- \ \ \ \ \J' '---&. ,,,,,,..,,,, ... ·• ·: "' •,? L··•'· · .• >· ·,;,,_,6', \<" \ \ \ \ \ \ \ \ ----------------- 0 \ \ \ ' <( (9 w wO J: z <( w __I -a.. (_) J"-I I ' . I I, T " ! l I I MARRON ROAD 88"38'44" W 352.24' -·-,· ' . .,, ;,:\ ... . . .. S 89'22' 40" E , r-;-~,·--·--·--·--· 44.84' =~-~, I I ,.·' 1--f--l-< 1 '-0',' ' ' TYP. TYP. 83' -0" 101'-o" <( m -1--w I'-(/) I -(') ~z o· _J • 8'-0," 24' -0" 9' " 4' -0" -o 8 , -:: 9['.'.-.·.·.· .... ·., " ' " ., 9'-o fi fl ''' •,, ADA 5' -0" 1 g' -6" 8' -0" ADA AfJA 124' -6" 45' -0" O· 1, -.. d .... ,~ ·o TYP. 1. 9 '-Q"· r?7J._ '1:6,;,□/1 // / CA CA -0 I ~CA CA 0 I "" N 38' -0" EV OEV EV I ~·~ -:"~ ... .L-~;~:'~;~~~;1:::~=:~~::=~~~~~~.=· ~=~;~,~=fLI~~~~ . ..cAL~Lr=;:.11,-,.·r=~,~r=~-.j~~·;-·+.-;_~=i. ~~1_.~~;:~=-._J~~-,--:=-:==.::,~~~, =~:-~~~l_,~:"~;;=;.;;;::;;-4---=,-,--½-,~==~ A ---~--/ /, / , ,. ., ,. , HB "'71tr=======-,11;========,ur=======°'i, j;-4 ~ ''-' 0 .. N c:;;::= = ., ' ' • \\\:'.:::£i~L ';',,l;'4:i-,-•,rf,./.. .•• ~, @C ,__~ / / , ' / /" / / ,. / . / / , '/ BUILDING ' : <>ii .· .,. ··.·· ., ' 126'-7" 215'-5" 49' -6" 27' -6" BUILDING SETBACK DIMENSION SITE PLAN ISSUES/REVISIONS NO. DATE DESCRiPTION 07/14/2020 Bid Set Package & 09/21/2020 Addendum 'A' & 10/14/2020 Addendum 'C' & 11/23/2020 Addendum 'D" CLIENT El Saito Falls, LLC Contact: Julie Lowen 221 Main Stree~ Suite 106 Vista, CA 92083 PROJECT NAME Children's Paradise, Inc. at Carlsbad New Preschool Building and Interior Build-out 3335 Marron Rd, Carlsbad, CA 92009 APN: 167-040-49-00 Date: 12/23/2019 Project Number: 2019.104 Drawn By: M.M. Scale: SEAL I I I . I I I .. L. • I C!) LO C!) "' N rn ;;o C U) I --..J a, I N a, I CD s::: ►a, Zo )> • 01 fTlo s::: : fTl z -I N 0 z fTl rn C r 0 z --..J 0m Ul I fTl CD -I : m )> 0 ;,;: N O R T H SCALE 1·=20'-o" 1 LEGEND PR0PERlY LINE ADA CA EV LOAD ADA PARKING STALL CLEAN AIR PARKING STALIL FUTURE EV PARKING STALL LOADING/UNLOADING AREA MORALDE Architects INCORPORATED 180 South Prospect Avenue Suite 11 O Tustin, CA 92780 Telephone: (562) 896-9619 Facsimile: (714) 838-9899 Sheet Title: DIMENSION SITE PLAN Sheet No.: AS-1.1 B .~-+-- B. 2 >--+--'I. C >--1--.-'1. 0 I @r------i---'"-,. E c--+-- j.. I "' F ,___,__ .. I. 34• 9" 6' 6" -1-1-----+ ___ I_ 7' 6' 6'-aj" 6'-9" ., I 29'-61" ·1 0 2 I 33'-8" 14'-2" --+--- 9' O" 7' 11 • 15'-~" 15'-~· 8'-11" 23'-9" ' 0 2.4 0 I I 216'-61" 7'-11" I 20'-aj" 43'-3" 31'-2" ' o1 ' 6' -.,_" 9' -11" i 9'-7" 24'-5" 30'-11" i . 16'-1J• 4'-s" I 4'-s" :7'-3" "2 I,, s'-1" 4'-6" 4'-6 I L -+, --,---+-- 11'-0" I I I , 8'-1" 4'-6" 13'-4" 9'-6" 11'-o" 1·-,.. I I ,·-ot 7'-1· 21'-➔" 9'-1" I 13,_,,_1. 6'-4" i"2 23'-6" 28'-5" 13'-5" 29'-10" ·1 216'-61" ' ISSUES/REVISIONS NO. DATE DESCRIPTION 07/14/2020 Bid Set Package & 09/21/2020 Addendum 'A' -------------------------< & 10/14/2020 Addendum 'C' -------------------------< & 11/23/2020 Addendum 'D' -------------------------< ·1 CLIENT El Saito Falls, LLC Contact: Julie Lowen 221 Main Street, Suite 106 Vista, CA 92083 r 6'-11" 31'-2" 14'-2" ' 31'-11" - 16'-aj" 9'-2" i. I 38'-1" I ' ' 0 i I I. ., I 3 5 • I "' "' I ;._ i' t @II+,-::-------~-'< 9 ! 11' ~ INFANT-2 ~ 11 '----.J "' I (W3s) I' "' I '-I 11 I 14'-8" 9'-6" 1 7 r---+----1D.3 -----'ls~-1 CI 'J N O R T H 1st FLOOR PLAN SCALE 3132' = 1 '-0" 1 PROJECT NAME Date: Children's Paradise, Inc. at Carlsbad New Preschool Building and Interior Build-out 3335 Marron Rd, Carlsbad, CA 92009 APN: 167-040-49-00 12/23/2019 Project Number: 2019.104 Drawn By: M.M. Scale: SEAL KEYNOTES-FLOOR PLAN 0 0 0 0 0 0 0 0 0 ENTRY DOOR -SEE DOOR SCI-IEDULE EXTERIOR STAINLESS STEEL TROUGI-I SINK -SEE PLUMBING DWGS. LT.WT. CONC. PANEL BASE VENEER AT FURRED WALL -SEE EXTERIOR ELEVATION STOREFRONT SYSTEM, SEE STORErRONT/\JJINDOW SCI-IEDULE WOOD STUD FRAME FURRED WALL W/ CEMENT PLASTER FIN. I-IOSE BIB IN RECESSED STAINLESS BOX -SEE PLUMBING DRAWINGS -SEE DETAIL I/A-7.1 Ni=W ELECTRICAL CLOSET AND SW!TC!-1 GEAR -SEE ELECTRICAL DRAWINGS GAS METER LOCATION -SEE FLLlMBING DRAWINGS KNOX BOX TO BE RECESSi=S IN WALL CONFIRM LOCATION WIT!-1 FIRE DEPARTMENT -SEE DETAIL 4/A-1.0 1-!-iOUR RATED CORRIDOR r:;-;, SEMI RECESSED FIRE EXTINGUISI-IER CABINET-CONFIRM ~ LOCATION W/ FIRE DEPARTMENT -Si=E DETAIL 4/A-b.O @ @) @ ® ® @ ® @ @) @ ROOF ACCESS LADDER -SEE DETAILS 2, 3, • b I A-7.0 MOP SINK -SEE PLUMBING DRAWINGS MDF COMPUTER ROOM -PROVIDED BY LOW V. SUBCONTRACTOR DRINKING FOUNTAIN-SEE PLUMBING DRAWINGS FIRE RISER VENT PIPE LOCATION -SEPARATE SUBMITTAL ELECTRICAL CLOSET FOR LIGI-ITING CONTROL PANEL -SEi= ELECTRICAL DRAWINGS FLOOR DRAIN AND SUMP -SEE DETAIL 12/A-b.O AND PLUMBING DRAWINGS I-IAND SINK -SEE PLUMBING DRAWINGS STACKED WASI-IER/DRYER UNIT -PROVIDED BY OTI-IERS ADDITIONAL FIRE STANDPIPE LOCATION PER GOFMAN ENGINEERS ALTERNATE, MEANS ; METI-IOD LETTER, DATED NOV. l'ci, 2020 24"X3!'>" METAL ACCESS IN PLASTER WALL - PAINT TO MATCI-I ADJ. SURFACE LEGEND (ooo) (wxx) ~ &i¼£iie@•Wf".WfWU1ff)""""'- RECESSED i-lOSE BIBB AT 24" A.F.F.,CONNECT TO BUILDING DOMESTIC WATER SYSTEM -SEE PLUMBING DWGS. SEMI-RECESSED FIRE EXTINGUISI-IER CABINET DOOR SCI-IEDULE, SEE Sl-!EET A-5.1 WINDOW SC!-IEDULE, SEE SI-IEET A-5.I WALL TYPES, SEE S!-IEET A-:'>5 b" WOOD STUD, 1-I-IOUR RATED INTERIOR WAc.L -UL• U4b5 WI 3" MINERAL WOOL OR R-11 FIEli=RGLASS SOUND INSULATION FOR STC 40 b" WOOD STUD EXTERIOR WALL wm-1 R-19 INSULATION -I HR RATED b" WOOD STUD EXTERIOR WALL WITI-I R-IS INSULATION b" WOOD STUD (UN.OJ WALL UP TO b" ABOVE CEILING LINE FLOOR PLAN GENERAL NOTES I. ALL EXTERIOR WALL DIMENSIONS REFERENCE FACE OF STUD UNLESS NOTED OTI-IERWISE. 2. ALL INTERIOR DIMENSIONS REFERENCE FACE OF STUD, CENTERLINE OF STUD OR CENTERLINE OF COLUMN, UNLESS NOTED OTl-li=RWISi=. 3. ALL GRID DIMENSIONS REFt'RENCE CENTERLINE OF COLUMN AND FACE OF STUD, UNLESS NOTED OTI-IERWISE. 4. ELEVATIONS ARE GIVEN IN RELATION TC TOP OF FINISI-IED SLAB AT GROUND LEVEL, REFi=R TO CIVIL DRAWINGS. S. ALL STUD WALLS SHALL BE CONSTRUCTED PER DETAILS ON Si-lEET A-S.S, UNLESS NOTED OTl-!ERWISE. b. FOR FIFE PENETRATION AND I-IVAC PENETRATION FOR I-HR RA7ED WALLS Si=E DETAILS S ~ b!A-b.O 7. ALL INTERIOR WALLS SHALL AT ALL OUTSIDE 50 DEGREE COR,'IERS BE CONSTRUCTED WITI-I 3/4" BULLNOSE CORNER BEAD PER DETAILS ON DET 2A ON SI-IEET A-b.O, U.N.O. MORALDE Architects INCORPORATED 180 South Prospect Avenue Suite 110 Tustin, CA 92780 Telephone: (562) 896-9619 Facsimile: (714) 838-9899 Sheet Title: 1st FLOOR PLAN Sheet No.: A-1.0 ----------------------------------------------------------------·--·---------------------------- a--..,~ . 0 I ;,, $ a= -~ • cE" I 0 "' $ ,.-~~ . ··-..,~ LIGHT FIXTURES: ' TYPE 'A', LIGHT& OF TUSCANY• 1017-3 SANTA 6AR6ARA STYLE OUTDOOR WALL LANTERN (60TTOM OF FIXTURE TO ElE e,o" ABOVE FIN. 7 ct I 0 ' j Type 'A' 5RADE -SEE ELECT. DIAl5S. FOR ADDITIONAL INFO) c::::J Type 'B' TYPE 'El' -FULL CUTOFF LED IAIALL SC.ONCE IAIITH EMER5ENCY BATTERY PACK (ElOTTOM OF FIXTURE TO BE 120" ABOVE FIN. 5RADE -SEE ELECT. DIAl5S. FOR ADDITIONAL INFO.) ------------- 6.2 0 -~ 7 - € ~ ' 11 ' -!ii Ii Di □· .I • ~ o: rs I ,., ,~ u i ' ' "'--0 '---0 0 10 A " 7 7 EQUAL PAINT AND COLORS: @ 60RAL -HIGl-1 6ARREL TILE -"CARMEL 6LEND" ffi PACIFIC STONE -"VENZIA 46" ffi 6ERRIDGE -"ROYAL 6LUE" ffi MARVIN -"HAMPTON &AGE" @ CLEAR ANODIZED FINl5l-l ~ ' '! 4 i ! 12" '<:JS" ~ ~---------------, I I r© if 3335 ---------------~ ,-? .~P::,... D Du ~ fill 8 ' ~ ~ ~ u ~ Bi] ... :I ID T LJ , 1t1.tm I/ ~i ,, ,, ' 'i "' 'D ' ii ii , I , :i " ii 111 : , i\ lj mi' · I, J_ I I I! ' I I I ,, I ' ! '---0 2 13 EQUAL 0 4 14 C E A ' D 7 ENO 0 4 L ,1 i @ 5HERUJIN WILLIAMS PAINT, Stu 1100 -"ARCADE tul-llTE" @ 5!-IERUJIN UJILLIAM5 PAINT, &tu 7006 -"EXTRA tul-llTE" ffi 5HERUJIN WILLIAMS FAINT, 5UJ 61!'>8 -"SAWDUST" ffi 5HERUJIN UJILLIAM5 PAINT, Stu 6458 -"RESTFUL" @ SHERUJIN WILLIAM& PAINT, Stu 7445 -"MUDDLED 6ASIL" ffi STAINED WOOD, DARK 6ROUJN @ MEROLA TILE -"6LUE ENCAU5TIC" ISSUES/REVISIONS NO DATE DESCRIPTION 07/14/2020 Bid Set Package & 09/21/2020 Addendum 'A' & 10/14/2020 Addendum 'c' & 11/23/2020 Addendum 'o' ' 10 " 3 2.2 2 I f j § Ii I I I ' ! 12· r© '<:JS ~ ' w ~ Jill 1= i ' ... I [ ... 1D ! I i1 I ii i ii !I [ Ii 7i□ ! 111 ' ~ -' u I L C ! / L ..J ~ '---0 ! 2 i I NORTH EXTERIOR ELEVATION (WITH TRELLIS) SCALE 3/32" = 1'-0" 22 0 4 14 L E C B 7 9 7 --- 5 ALIGN □ 01 ~h, 28 Ii ' ' 4 EQUAL EQUAL NORTH EXTERIOR ELEVATION SCALE 3/32" = 1'-0" FINISH MATERIALS: /0\_ 12"X24" PORCELAIN TILE -'\2 SEE DETAIL 8/A-1.0 0\_ LASER-CUT METAL SCREEN AUJNING AND DECORATlvE '\2 STEEL SUPPORT& WITH POWDER COAT FINl5l-l ffi NEUJ CEMENT PLASTER FINISH -LIGHT DA5l-l FINISH ffi NEUJ CEMENT PLASTER FINISH -FINE &AND FLOAT FINISH ffi CLAY ROOF TILE /ii\_1 '\2 UJOOD SHUTTERS -PAINTED FINl5l-l ~ SHEET METAL STANDING SEAM ROOFING '\2 WITH POWDER =AT FINISH /14\ FOAM TRIM CEMENT PLASTER FINISH '\2 SEE DETAIL IO/A-7.0 MOLDING-6 I:'> PLASTER REVEAL ~ NEUJ STOREFRONT DOOi« AND UJINDOUJ 5Y5TEM -ARCADIA -"AC:145IT '\2 SERIE& 2'X4.5" CENTER GLAZED -SEE UJINDOUJ AND SCHEDULE. ~-· MARVIN "ULTIMATE GLIDER" WITH I" INSULATED '\2 GLAS& -&EE WINDOW SCHEDULE ~ PRE-CAST LIGHT UJEIGHT CONCRETE 6A5E '\2 &EE DETAIL 2/A-7.1 /0\_ '\2 WOOD TRELLIS STRUCTURE L':D NEUJ 8"X8" CERAMIC TILE -'\2 SEE DETAIL 8/A-7.0 CLIENT PROJECT NAME SEAL El Saito Falls, LLC Contact: Julie Lowen 221 Main Street, Suite 106 Vista, CA 92083 Children's Paradise, Inc. at Carlsbad New Preschool Building and Interior Build-out 3335 Marron Rd, Carlsbad, CA 92009 APN: 167-040-49-00 Date: 12/23/2019 Project Number: 2019.104 Drawn By: M.M. Scale: 1 2 KEYNOTES 0 ENTRY /EXIT DOOR 0 CEMENT PLASTER FINISH COLUMNS 0 UJINDOLU5 0 UJOOD SHUTTERS -PAINTED 0 FOAM TRIM -PAINTED -SEE DETAIL IO/A-7.0 MOLDl~C 0 WOOD TRELLIS -SEE STRUCT. DU.t;S. 0 CLAY TILE ROOF (';;\ FOAM ARCHITECTURAL TRIM \:!.) SEE DETAIL IO/A-7.0 -MOLDING-D 0 SLOPED ROOF @ @ @ @ @ @ @ @ @ @ @) @ @ @ @ @ @ @ @ @ @) @ @ @ @ @ ROOF PARAPET DRINKING FOUNTAIN -SEE PLUMB!~ DUJG5. ARCHITECTURAL METAL UJORK -SEE DETAIL 4/A-7.1 CEMENT PLASTER FINISH ARCHITECTURAL FOAM TRIM -SEE DETAIL IO/A-7.0 MOLDING-A ARCHITECTURAL WOOD FURRED WALL TRIM WITH CEMENT PLASTER FINISH LIGHT FIXTURE -SEE LIGHT FIXTURE SCHEDULE THIS SHEET AND ELECT. DU.t;S. METAL VENT -PAINTED TO MATCH ADJ. SURFACE CERAMIC TILE -SEE DETAIL 8/A-7.0 FIRE RISER ACCE55 DOOR -&EE DOOR SCHEDULE GA& METER -&EE PLUMBING AND CIVIL DU.t;5. 30"x30" ACCE55 PANEL -PAINTED TO MATCH ADJ. SURFACE HOSE BIB 4 COVER -&EE DETAIL "I/A-7.1 CEMENT PLASTER 1/2" METAL REVEAL -&EE DETAIL "12/A-1.0 FUTURE 5IGN PROVIDE J BOX -SEE ELECT. DU.t;5. FINAL SIGN BY OTHERS SEPARATE SUBMITTAL RPDA LOCATION TO BE 6ETUJEEN UJINDOUJ AND ARCHED FEATURE WALL -&EE CIVIL DU.t;5 FOR FURTHER COORDINATION 2 6IKE RACKS FOR I 6IKE EACH, "U/2"RACK 6Y CYCLE SAFE 'U/2 -I2100C:l6, COLOR, BLACK I 6IKE LOCKER FOR 2 6IKE5, "ECOPARK" 5ERIE5 6Y CYCLE SAFE "C5-EP-5M-M02, COLOR, 5AND5TONE -RALIOIS CEMENT PLASTER CONTROL JOINT -&EE DETAIL '1/A-1.0 METAL AUJNI~ -&EE DETAIL "14/A-1.0 LASER CUT METAL PANEL -&EE DET. 8 4 S /A-1.1 ElUILDIN5 ADDRESS -"TIM6ER ART Sl5NS", 12" Hl5H X 1/4" THICK ElLAC.K METAL NUMElERS MOUNTED IAIITH THREADED STUDS -COORDINATE LOCATION IAIITH PLANNIN5 DEPT. 6" HALF ROUND 5UTTER AND DOIAINSPOUT ASSEMBLY -SEE DETAIL I5/A-5.4 ARCHITECTURAL FOAM 4 METAL UJORK -SEE DETAIL 5/A-1.1 5TAINLE55 &TEEL TROUGH &INK -&EE PLUMBING DUJG5. ELECT. ROOM ACCE55 DOOR -&EE DOOR 5Cl-lEDULE NOTE: GC TO COORDINATE SOLAR FANELS TO !3E MOUNTED TO MANSARD ROOF AND FLAT ROOF AREAS AND INSTALLED 61 OTl-lERS Sheet Title: MORALDE EXTERIOR ELEVATIONS Architects INCORPORATED 180 South Prospect Avenue Suite 110 Tustin, CA 92780 Telephone: (562) 896-9619 Facsimile: (714) 838-9899 Sheet No.: A-2.0 0 $ ,._ .~~ = ~ [ D :□ ID ,.,. D ~ ' C I i 1i 4 L 111 = V ~ LIGHT FIXTURES: flt Type 'A' Type 'B' TYPE 'A', LIGl-!TS OF TUSCANY" 1017-3 SANTA BARBARA STYLE OUTDOOR WALL LANTERN (BOTTOM OF FIXilJRE TO BE 80" ABOVE FIN. 5RADE -SEE ELECT. DJl,l,:,,5. FOR ADDITIONAL INFO) TYPE 'B' -FULL CUTOFF LED v-iALL SCONCE "'1ITH EMER5ENCY BATTERY PACK (BOTTOM OF FIXilJRE TO 6E 120" ABOVE FIN. 5RADE -SEE ELECT. Dv,J,:,,5. FOR ADDITIONAL INFO.) • 2.4 ~ -·-· ' I ~ ' ' ' --- 6 h ~ [ D 4l :i 4l -I • µ ' I ' 1 ""' i 2 2.4 C 6 C 13 14 PAINT AND COLORS: @ BORAL -1-!IGI-! BARREL TILE -"CARMEL BLEND" ffi PACIFIC STONE -"VENZIA 4&" ffi BERRIDGE -"ROYAL BLUE" e MARVIN -"1-!AMPTON SAGE" ffi CLEAR ANODIZED FINIS!-! 9 10 " D D 11 3 ' 4.3 I~ f ~ ' I 111 4l = □:1 I/ D ~ 7 6 I 4 L ~ %'" I 0 " I ~ r 0 A -~~ X I 4.3 8 ' C 22 ?□ @ Sl-!ERUJIN WILLIAMS PAINT, SW 1100 -"ARCADE UJl-!ITE" @ Sl-!ERWIN WILLIAMS PAINT, SW 100& -"EXTRA UJl-!ITE" ffi Sl-!ERUJIN WILLIAMS PAINT, SW &l:;,8 -"SAWDUST" ffi Sl-!ERUJIN WILLIAMS PAINT, SW €>4!;8 -"RESTFUL" ffi Sl-!ERWIN WILLIAMS PAINT, SW 744!;, -"MUDDLED BASIL" ffi STAINED WOOD, DARK BROWN @ MEROLA TILE -"6LUE ENCAUSTIC" ISSUES/REVISIONS NO. DATE DESCRIPTION 07/14/2020 Bid Set Package & 09/21/2020 Addendum 'A' & 10/14/2020 Addendum 'C' & 11/23/2020 Addendum 'D' D ~ A D s I ' ' !1 6 7 ' ,._ 0 -~ ' ' ' i ~ -~ ♦ """ ' " m= 0 . +1r-e" a I 11 I CJ cc 111 D I I tit "' "' " D = '01UJu 0, 10 J D = I "' V ' !i : !; " I □!! l . Di [I D 1D k' ~ k' m= --,,.-·r ·-,-7 ifl-l!'(E!.1-lllj') I lAl.lllllllE :$ id-I/ (a. 1 SOUTH EXTERIOR ELEVATION (WITH TRELLIS) SCALE 3/32" = 1'-0" 6 0 4 L . 14 ' SCALE SOUTH EXTERIOR ELEVATION 3 /32" = 1'-0" FINISH MATERIALS: ~-12"X24" PORCELAIN TILE - \.:_/ &EE DETAIL 8/A-7.0 fs\_ LASER-CUT METAL SCREEN AWNING AND DECORATIVE ~ STEEL SUPPORTS WITI-! POWDER COAT FINIS!-! ffi CLAY ROOF TILE ffi ffi WOOD Sl-!UTTERS -PAINTED FINIS!-! Sl-!EET METAL STANDING SEAM ROOFING WITI-! POWDER COAT FINIS!-! /14\ FOAM TRIM CEMENT PLASTER FINIS!-! ~ SEE DETAIL IO/A-7.0 MOLDING-B 15 <----> PLASTER REVEAL CLIENT PROJECT NAME ffi NEW CEMENT PLASTER FINIS!-! -LIGl-!T DASI-! FINIS!-! s NEW CEMENT PLASTER FINIS!-! -FINE SAND FLOAT FINIS!-! /3\ NEW STOREFRCNT DOOR AND WINDOW SYSTEM -ARCADIA -"AG4!;IT ~ SERIES 2'X4.E>" CENTER GLAZED -SEE WINDOW AND SCl-!EDULE. ~-• MARVIN "ULTIMATE GLIDER" WITI-! I" INSULATED ~ GLASS -SEE WINDOW SCl-!EDULE 0 PRE-CAST LIGl-!T WEIGi-iT CONCRETE BASE ~ SEE DETAIL 2/A-1.1 ~-~ WOOD TRELLIS STRUCTURE /1\ NEW 8"X8" CERAMIC TILE - ~ SEE DETAIL 8/A-7.0 SEAL El Saito Falls, LLC Children's Paradise, Inc. Contact: Julie Lowen 221 Main Street, Suite 106 Vista, CA 92083 at Carlsbad New Preschool Building and Interior Build-out 3335 Marron Rd, Carlsbad, CA 92009 APN: 167-040-49-00 Date: 12/23/2019 Project Number: 2019.104 Drawn By: M.M. Scale: 1 2 KEYNOTES 0 ENTRY/EXIT DOOR 0 CEMENT PLASTER FINIS!-! COLUMNS 0 WINDOW& 0 WOOD Sl-!UTTERS -PAINTED /c\ FOAM TRIM -PAINTED -SEE DETAIL IO/A-7.0 \:::..J MOLDINGC © WOOD TRELLIS -SEE STRUCT. DUJGS. 0 CLAY TILE ROOF fo\ FOAM ARCl-!ITECTURAL TRIM '-V SEE DETAIL 10/A-7.0 -MOLDING-D 0 SLOPED ROOF @ ROOF PARAPET @ DRINKING FOUNTAIN -SEE PLUM61NG DUJGS. @ ARCl-!ITECTURAL METAL WORK -SEE DETAIL 4/A-7.1 @ CEMENT PLASTER FINIS!-! @ @ @ @ @ @ @ @ @ @ @ @) @ @ @ @ @ @ ARCHITECTURAL FOAM TRIM -SEE DETAIL IO/A-7.0 MOLDING-A ARCl-!ITECTURAL WOOD FURRED WALL TRIM WITI-! CEMENT PLASTER FINIS!-! LIGl-!T FIXTURE -SEE LIGl-!T FIXTURE SCl-!EDULE Tl-!IS Sl-!EET AND ELECT. DUJGS. MET AL VENT -PAINTED TO MATCI-! ADJ. SURFACE CERAMIC TILE -SEE DETAIL 8/A-7.0 FIRE RISER ACCESS DOOR -SEE DOOR SCl-!EDULE GAS METER -SEE PLUM6ING AND CIVIL DUJGS. 30"x30" ACCESS PANEL -PAINTED TO MATCI-! ADJ. SURFACE 1-!0SE 616 4 COVER -SEE DETAIL "I/A-7.1 CEMENT PLASTER 112" METAL REVEAL -SEE DETAIL "12/A-7.0 FUTURE SIGN PROVIDE J 60X -&EE ELECT. DUJG&. FINAL SIGN 6Y OTl-!ERS SEPARATE SU6MITTAL RPDA LOCATION TO 6E 6ETUJEEN WINDOW AND ARCl-!ED FEATURE WALL -SEE CIVIL DUJG& FOR FURTl-!ER COORDINATION 2 BIKE RACK& FOR I BIKE EACI-!, "U/2"RACK BY CYCLE SAFE 'IJ/2 -12100GB, COLOR, 6LACK I BIKE LOCKER FOR 2 61KES, "ECOPARK" &ERIES BY CYCLE SAFE "CS-EP-SM-M02, COLOR, SANDSTONE -RALIOl9 CEMENT PLASTER CONTROL JOINT -SEE DETAIL '1/A-7.0 METAL AWNING -SEE DETAIL "14/A-7.0 LASER CUT METAL PANEL -SEE DET. 8 4 9 /A-7.1 BUILDIN5 ADDRESS -"TIMBER ART 515NS", 12" Hl5H X 1/4" THICK BLACK METAL NUMBERS MOUNTED "'11TH THREADED 5i1JDS -COORDINATE LOCATION "'11TH PLANNIN5 DEPT. f>" HALF ROUND 5UTTER AND D0"'1NSPOUT A55EMBL Y -5EE DETAIL I5/A-5.4 ARCl-!ITECTURAL FOAM 4 METAL WORK -SEE DETAIL !;,/A-1.1 STAINLESS STEEL TROUGI-! SINK -SEE PLUM6ING DUJGS. NOTE, GC TO COORDINATE SOLAR PANELS TO BE MOUNTED TO MANSARD ROOF AND FLAT ROOF AREAS AND INSTALLED BY OTl-lER5 Sheet Title: MORALDE EXTERIOR ELEVATIONS Architects INCORPORATED 180 South Prospect Avenue Suite 110 Tustin, CA 92780 Telephone: (562) 896-9619 Facsimile: (714) 838-9899 Sheet No.: A-2.1 F E , D.5 B 0 A E ' i i I ' m= "' . ~ "'-' i ' I ~ $ ,._ ,._ "' ., ... R ., ... R ffi I ! rP .. ! I ,._ "' I I • Li:::L I I .~ ... ~ ,;, ' ~ ! 111 , : 111 111 111 ~ th I . I th ~ I ~ = l] = i = ' I! = !: ~I ~ II" ii ' I "" 1! ! I' ' I I I i! ' I 1L lL IL, ! ,: -ill.L ' 7 ',,'□~ I ~ I II I ' I ,.~ R R " n " n . -! --,- i -7 -I0'-3°(8. _,I 2 T.0.-;3; ' ~----i I "' T.D.Sllil I ' -' =-r-+-----~-------------- "' ..it~(EI..MiaJ 2 I ' EB EB --1--------...;..---I ' --1---------- EAST EXTERIOR ELEVATION (WITH TRELLIS) SCALE 3/32" = 1'-o· 3 WEST EXTERIOR ELEVATION (WITH TRELLIS) SCALE 3/32" = 1'-0" F r D.5 L C L LIGHT FIXTURES: ' Type 'A' CJ Type 'B' TYPE 'A', LIGHTS OF TUSCANY• 7011-3 SANTA 6AR6ARA STYLE OUTDOOI'< WALL LANTERN (BOTTOM OF FIXTIJRE TO 6E 80" ABOVE FIN. '5-RADE -SEE ELECT. Di"l'5-S. FOR ADDITIONAL INFO.) TYPE 'B' -FULL C,IJTOFF LED i"IALL SCONCE i"IITH EMER'5-ENCY BATTERY PACK (BOTTOM OF FIXTIJRE TO BE 120" ABOVE FIN. '5-RADE -SEE ELECT. Di"l'5,S. FOR ADDITIONAL INFO.) ~ " K lg\ A I 10 ,, s A " C ,._ "' $ ., ... R c EAST EXTERIOR ELEVATION SCALE 3/32" = t'-o· 4 PAINT AND COLORS: ~ 60RAL -HIGH 6ARREL TILE -"CAF<MEL 61.END" ~ ffi PACIFIC STONE -"VENZIA 4h" ffi 6ERRIDGE -"ROYAL 61.UE" ffi MARVIN -"HAMPTON SAGE" ~ CLEAR ANODIZED FINISH '\:Kl ffi SHERWIN WILLIAMS FAINT, SW 7100 -"ARCADE WHITE" ffi SHERWIN WILLIAMS PAINT, SW 1006 -"EXTRA WHITE" e SHERWIN WILLIAMS PAINT, SW 6158 -"SAWDUST" @ SHERWIN WILLIAMS PAINT, SW 6458 -"RESTFUL" ffi SHERWIN WILLIAMS PAINT, SW 1445 -"MUDDLED 6ASIL" @ STAINED WOOD, DARK 6ROWN @ MEROLA TILE -"61.UE ENCAUSTIC" ISSUES/REVISIONS NO. DATE DESCRIPTION 07/14/2020 Bid Set Package & 09/21/2020 Addendum 'A' ,& 10/14/2020 Addendum 'c' &, 11/23/2020 Addendum 'D' ,._ ., ... 0 B ,s.2 C D t. 0 C C 8 32 WEST EXTERIOR ELEVATION SCALE 3/32" = 1'-o· FINISH MATERIALS: JB\_ 12"X24" PORCELAIN TILE -~ SEE DETAIL 8/A-1.0 ~-LASER-CUT METAL SCREEN AWNING AND DECORATIVE ~ STEEL SUPPORTS WITH POWDER =AT FINISH ffi NEW CEMENT PLASTER FINISH -LIGHT DASH FINISH ffi NEW CEMENT Fl.ASTER FINISH -FINE SAND FLOAT FINISH ffi CLAY ROOF TILE ffi WOOD SHUTTERS -PAINTED FINISH /13\ SHEET METAL STANDING SEAM ROOFING ~ WITH POWDER =AT FINISH ~ FOAM TRIM CEMENT PLASTER FINISH ~ SEE DETAIL IO/A-7.0 MOLDING-6 15 <--------l Pl.ASTER REVEAL ~ NEW STOREFRONT DOOR AND WINDOW SYSTEM -ARCADIA -"AG45IT ~ SERIES 2'X4.5" CENTER GLAZED -SEE WINDOW AND SCHEDULE. ~-MARVIN "ULTIMATE GLIDER" WITH I" INSULATED ~ GLASS -SEE WINDOW SCHEDULE 0 PRE-CAST LIGHT WEIGHT CONCRETE 6ASE ~ SEE DETAIL 2/A-7.1 /0\_ ~ WOOD TRELLIS STRUCTURE fl\ NEW S"XS" CERAMIC TILE - ~ SEE DETAIL 8/A-1.0 CLIENT PROJECT NAME SEAL El Saito Falls, LLC Contact: Julie Lowen 221 Main Street, Suite 106 Vista, CA 92083 Children's Paradise, Inc. at Carlsbad New Preschool Building and Interior Build-out 3335 Marron Rd, Carlsbad, CA 92009 APN: 167-040-49-00 Date: 12/23/2019 Project Number: 2019.104 Drawn By: M.M. Scale: 1 2 KEYNOTES 0 ENTRY /EXIT POOF< 0 CEMENT Fl.ASTER FINISH COLUMNS 0 WINDOWS 0 WOOD Sf.lUTTERS -FAINTED 0 FOAM TRIM -FAINTED -SEE DETAIL 10/A-7.0 MOLDING C 0 WOOD TRELLIS -SEE STRUCT. Dll.k::,5. 0 CLAY TILE ROOF lo\ FOAM ARCHITECTURAL TRIM \..".,I SEE DETAIL IO/A-7.0 -MOLDING-D 0 SLOPED ROOF @ ROOF PARAPET @ DRINKING FOUNTAIN -SEE PLUMBING Dll.k::,5. @ ARCHITECTURAL METAL WORK -SEE DETAIL 4/A-7.1 @ CEMENT Fl.ASTER FINISH Q ARCHITECTURAL FOAM TRIM -SEE DETAIL IO/A-7.0 \::.J MOLDING-A ~ ARCHITECTURAL WOOD FURRED WALL TRIM \:::.J WITH CEMENT Fl.ASTER FINISH ® ® ® @ @ @ @ @ @ @ @ @ @ @ @ @ LIGHT FIXTURE -SEE LIGHT FIXTURE SCHEDULE THIS SHEET AND ELECT. DWG!S. METAL VENT -FAINTED TO MATCH ADJ. SURFACE CERAMIC TILE -SEE DETAIL 8/A-7.0 FIRE RISER A=ESS DOOR -SEE DOOR SCHEDULE GAS METER -SEE FLUM6ING AND CIVIL DWG!S. 30"x.30" ACCESS PANEL -FAINTED TO MATCH ADJ. SURFACE HOSE 616 4 COVER -SEE DETAIL "I/A-7.1 CEMENT PLASTER 11:2" METAL REVEAL -SEE DETAIL "12/A-7.0 FUTURE SIGN PROVIDE J 60X -SEE ELECT. DWG!S. FINAL SIGN 6Y OTHERS SEPARATE 5U6MITTAL RFDA LOCATION TO 6E 6ETWEEN WINDOW AND ARCHED FEATURE WALL -SEE CIVIL DWG!S FOR FURTHER COORDINATION 2 6IKE RACKS FOR I 6IKE EACH, "Ul:2"RACK 6Y CYCLE SAFE "Ul:2 -12700G6, =LOR 61.ACK I 6IKE LOCKER FOR 2 6IKES, "ECOFARK" SERIES 6Y CYCLE SAFE "CS-EF-SM-M02, COLOR SANDSTONE -RAl.10I9 CEMENT Fl.ASTER CONTROL JOINT -SEE DETAIL "1/A-7.0 METAL AWNING -SEE DETAIL "14/A-7.0 LASER CUT METAL PANEL -SEE PET. 8 4 9 /A-1.1 BUILDIN'5-ADDRESS -"TIMBER ART Sl'5-NS", 12" Hl'5-H X 1/4" THICK BLACK METAL NUMBERS MOUNTED i-'IITH THREADED STIJDS -COORDINATE LOCATION i"IITH PLANNIN'5-DEPT. E>" HALF ROUND '5-UTTER AND DOY'!NSPOUT ASSEMBLY -SEE DETAIL I5/A-5.4 ARCHITECTURAL FOAM 4 METAL WORK -SEE DETAIL 5/A-1.1 STAINLE55 STEEL TROUGH SINK -SEE FLUM6ING DWG!S. NOTE, GC TO COORDINATE SOLAR PANELS TO 6E MOUNTED TO MANSARD ROOF AND FLAT ROOF AREAS AND INSTALLED 6Y OT!-!ERS Sheet Title: MORALDE EXTERIOR ELEVATIONS Architects INCORPORATED 180 South Prospect Avenue Suite 110 Tustin, CA 92780 Telephone: (562) 896-9619 Facsimile: (714) 838-9899 Sheet No.: A-2.2 DOOR SCHEDULE DOOR SCH EDU LE (continued) DOOR GENERAL NOTES DOOR DOOR DOOR 1 . FOR ALL HARDWARE SETS REFER TO ALL REQUIREMENT BELOW. DOOR FRAME FRAME HARDWARE HARDWARE RATING SET NO. RATING 2. THE BOTTOM 1 O" OF ALL DOORS EXCEPT AUTOMATIC AND SLIDING SHALL HAVE A SMOOTH, UNINTERRUPTED SURFACE TO SET NO. NO. TYPE MATERIAL SIZE PAINT MAT'L PAINT NOTES NO. TYPE MATERIAL SIZE PAINT MAT'L PAINT NOTES ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. WHERE NARROW FRAME DOORS ARE USED, A 1 O" HIGH SMOOTH PANEL SHALL BE INSTALLED ON THE PUSH SIDE OF THE P17 01 SEE NOTES 1, 7, 8 HMW/GLASS 3'-0"x 3'-6" P14 HM 08 SEE NOTE 3 DOOR, WHICH ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS D01 A1 ALUMINUM/GLASS 6'-0"x 8'-0" ALUM . -025 A5 -- CONDITION. CBC 1133B.2.6, FIG. 11 B-29 SEE NOTES 2, 5, 6 P17 EXT. 03 SEE NOTES 2,8 002 A7 HM W/GLASS 3'-0"x 7'-0" P14 HM -12 20 MIN. 026 AS HM W/GLASS 3'-0"x 7'-0" P14 INT. HM --3. MAXIMUM EFFORT TO OPERATE EXTERIOR AND INTERIOR DOORS SHALL NOT EXCEED 5 POUNDS, WITH SUCH PULL OR PUSH SEE NOTE 2, 6 P17 EXT. SEE NOTES 2, 8 EFFORT BEING APPLIED AT RIGHT ANGLES TO HINGED DOORS AND AT THE CENTER PLANE OF SLIDING OR FOLDING DOORS. 003 A4 HM 3'-0" X 7'-0' P14 HM -12 20 MIN. 027 AS HM W/GLASS 3'-0"x 7'-0" P14 INT_ HM -03 -COMPENSATING DEVICES OR AUTOMATIC DOOR OPERATORS MAY BE UTILIZED TO MEET THE ABOVE STANDARDS. WHEN FIRE SEE NOTES 4. 5, 6 DOORS ARE REQUIRED, THE MAXIMUM EFFORT TO OPERATE THE DOOR MAY BE INCREASED TO THE M!NIMUM ALLOWABLE BY 3'-Q" X 7'-0' P14 HM 12 20 MIN. SEE NOTES 2, 5, 6 028 A7 HM W/GLASS 3'-0"x 7'-0" P2 HM -04 20 MIN THE APPROPRIATE ADMINISTRATIVE AUTHORITY, NOT TO EXCEED 15 LBF. CBC 11338.2.5 D04 A4 HM - P13 12 SEE NOTES 4, 5, 6 HM 3'-0"x 7'-0" P14 05 SEE NOTE2 4. WHEN THE DOOR HAS A CLOSER, THEN THE SWEEP PERIOD OF THE CLOSER SHALL BE ADJUSED SO THAT FROM AN OPEN D05 A7 HMW/GLASS 3'-0"x7'-0" HM -20 MIN 029 A3 HM --POSITION OF 70 DEGREES, THE DOOR WILL TAKE AT LEAST 3 SECONDS TO MOVE TO A POINT 3" FROM THE LATCH, P17 EXT. 02 SEE NOTE 2 A3 HM 3'-0"x T-0" P14 HM 05 SEE NOTE2 MEASURED TO THE LANDiNG EDGE OF THE DOOR. CBC 1133B.2.5.1 _ D06 A2 HM 3'-6"x 8'-4" P14 INT. HM --030 -- SEE NOTES 4, 5, 6 5. LATCHING AND LOCKING DOORS THAT ARE HAND ACTIVATED AND WHICH ARE IN A PATH OF TRAVEL SHALL BE OPERABLE P14 11 SEE NOTE 2 A7 HM W/GLASS 3'-0"x 7'-0" P14 HM 04 20 MIN. WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE, BY PANIC BARS, OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE D07 A3 HM 3'-0"x 7'-0" HM --031 - WITHOUT REQUIRING THE ABIUTY TO GRASP THE OPENING HARDWARE. CBC 1 1338.2.5.2. DOS 3'-Q" X 7'-0' P1 HM 07 20 MIN. SEE NOTE 2, 6 A7 HM W/GLASS 3'-0"x 7'-0" P1 HM -04 20 MIN. SEE NOTES 4. 5, 6 A4 HM -D32 6. HAND-ACTIVATED DOOR OPENING HARDWARE SHALL BE CENTERED BETWEEN 30" AND 44" ABOVE THE FLOOR. CBC D09 A7 HM W/GLASS 3'-0"x 7'-0" P2 HM 20 MIN. SEE NOTES 4, 5, 6 -04 033 SEE NOTES 2. 5, 6, 8 11338.2.5.2_ A7 HM W/GLASS 3'-0"x 7'-0" P2 HM -04 20 MIN. HM W/GLASS 3'-0"x 3'-6" P14 HM 08 SEE NOTE 3 P17 EXT. SEE NOTES 2. 8 7. ALL EXIT DOORS ANO DOOR TO FIRE RISER ROOM SHALL HAVE KEY LOCKING HARDWARES. D10 A5 --03 034 A8 HM W/GLASS 31-0"x 7'-0" P14 INT. HM -- SEE NOTES 4, 5, 6 8. ALL EXTERIOR DOORS SHALL HAVE FULL WEATHER STRIPPING & THRESHOLD 011 A7 HM W/GLASS 3'-0"x 7'-0" P6 HM -04 20 MIN A5 HMW/GLASS 3'-0"x 3'-6" P14 HM 08 SEE NOTE 3 035 --9. FOR DOOR HARDWARE -SEE SPECIFICATIONS 012 08 SEE NOTE 3 P17 EXT SEE NOTES 1, 5, 8 A5 HM W/GLASS 3'-0"x 3'-6" P14 HM --14 036 A3 HM 3'-Q" X 7'-0' P14 INT. HM --10. ALL EXTERIOR GLASS IN EXTERIOR DOORS TO BE 1" INSULATED SOLARBAN 90 LOW 'E'. GLAZING TO MEET TITLE 24 A7 HM W/GLASS 3'-0"x 7'-0" P2 HM 04 20 MIN. SEE NOTES 2. 5, 6 SEE NOTE 3 PERFORMANCE CRITERIA PER MECHANICAL DWGS. D13 -08 037 A5 HMW/GLASS 3'-0''x 3'--6" P14 HM -- P17 EXT. SEE NOTES 1, 8 D14 AS HM W/GLASS 3'-0"x 7'-0" P14 INT. HM -14 -SEE NOTE 3 038 A6 HMW/GLASS 3'-0"x 3'--6" P19 HM -06 - P17 EXT SEE NOTES 2. 8 D15 AB HM W/GLASS 3'-0"x 7'-0" P14 INT. HM -03 -P17 EXT. SEE NOTES 2, 8 039 AS HMW/GLASS 3'·0"x 7'-0" P14 INT_ HM -03 -NOTES: SEE NOTE2 D16 A3 HM 3'-0"x 7'-0" P14 HM -13 -P17 EXT. SEE NOTES 2, 8 040 AS HMW/GLASS 3'·0"x 7'-0" P14 INT. HM -03 - D17 HM 3'-0" X 7'.Q' P14 HM 10 20 MIN. SEE NOTES 2, 5, 6 P17 EXT. i. NEW DOOR & NEW HARDWARE, PROVIDE PANIC HARDWARE & CLOSER A4 -SEE NOTES 2, 8 D41 AS HMW/GLASS 3'·0"x 7'-0" P14 INT. HM -03 - SEE NOTE2 2. NEW DOOR, CLOSER & NEW ADA COMPLIANT LEVER HARDWARE D18 A3 HM 3'-0"x 7'-0" P14 HM -13 -P17 EXT. SEE NOTE2 042 A2 HM 3'·6''x 8'-4" P14 INT. HM -02 - SEE NOTE 2, 6 3. NEW HALF (DUTCH) DOOR W/GLASS PANEL, CLOSER & NEW ADA COMPLIANT LEVER HARDWARE D19 A4 HM 3'-0" X 7'.Q' P13 HM -09 20 MIN. SEE NOTES 2, 5, 6 043 A7 HMW/GLASS 3'·0"x 7'-0" P13 HM -04 20 MIN. A4 HM 3'-0" X 7'·0' P6 HM 09 20MIN. SEE NOTE2, 6 SEE NOTE3 4. NEW DOOR, CLOSER & NEW ADA COMPLIANT LEVER HARDWARE, CLOSER W/ HOLD OPEN 180 DEGREES 020 - 044 A6 HMW/GLASS 3'-0"x 3'-6" P18 HM . 06 - P17 EXT. 03 SEE NOTE2 5. PROVIDE 20 MIN. FIRE RATED 3/8" GLASS PER 2016 CBC SECTION 716 & TABLE 716.5 D21 AS HM W/GLASS 3'-0"x 7'-0" P14 INT. HM --SEE NOTE3 045 A5 HMW/GLASS 3'-0"x 3'-6" P14 HM -08 - SEE NOTES 4, 5, 6 6. THIS INTERIOR DOOR OPENINGS TO BE PROTECTED BY TIGHT-FITTING SMOKE AND DRAFT CONTROL 022 A7 HM W/GLASS 3'-0"x 7'-0" P1 HM -04 20 MIN. SEE NOTES 4, 5, 6 ASSEMBLIES RATED 20 MINUTES. TABLE 716.5. DOORS SHALL BE MAINTAINED SELF-CLOSING OR BE 046 A7 HMW/GLASS 3'·0"x 7'-0" P6 HM -04 20 MIN P14 08 SEE NOTE 3 AUTOMATIC CLOSING BY ACTION OF A SMOKE DETECTOR PER SECTION 909.5.3. DOORS SHALL BE 023 A5 HM W/GLASS 3'-0"x 3'-6" HM --SEENOTE3 047 A5 HMW/GLASS 3'-0"x 3'--6" P14 HM 08 -GASKETED TO PROVIDE A SMOKE AND DRAFT SEAL WHERE THE DOOR MEETS THE STOP ON SIDES AND 024 HM W/GLASS 3'-0"x 7'-0" P6 04 20 MIN. SEE NOTES 4, 5, 6 TOP. CBC SEC. 7i 6.5.3.1 A7 HM -SEE NOTES 4, 5, 6 048 A7 HMW/GLASS 3'-0"x 7'-0" P1 HM -04 20M!N. 7. THE JAMB IS TO BE CONSTRUCTED TO WITHSTAND 1600 POUNDS OF PRESSURE IN BOTH A VERTICAL DISTANCE OF THREE INCHES AND HORIZONTAL DISTANCE OF ONE INCH EACH SIDE OF THE STRIKE, TO PREVENT VIOLATION OF THE STRIKE. 8. GLAZING SHOULD BE BURGLARY RESISTANT MATERIALS THAT THAT SHALL COlvlPLY WITH OR EXCEED THE UNDERWRITERS' LABORATORIES STANDARD #UL972 FOR BURGLA,RY-RESISTING GLAZING MATERIAL AS FOLLOWS: WITHSTAND THE IMPACT OF A FIVE-POUND STEEL BALL DROPPED FROM A HEIGHT OF FORTY FEET AND FIVE 11/,PACTS FROM A HEIGHT OF TEEN FEET CONCENTRATED WITHIN A FIVE-INCH DIAMETER AREA OF THE SURFACE WITHOUT RELEASE FROM THE FRAME. ~ ., WOOD STUD ·, __..:------....___ ' A, WALL FRAM'G • J E ~ :·1 i° : . .\ I \ I 1:. GYP. BD. ~~ ~~ :i \ s'-o" ~~ A , v :·rt\ I: ·1 13 A 7 7 / l ~--3'-0" 3'-0" ~-5;/i>' -5. 'trf' -5. -5. ,. I ':.a-PRE-FINISHED METAL FRAME , '-_, -~ ff'". •.-4" 3'-6" 3'-0" 3'-o" & CASING , v ,. ' ~ ':.a-3'-0" 3'-0" 3'-0" ' 'b • :1 'L If GLASS a,-/f ' ,, GLASS , ' / I I --I i" . . 1J -A /f' \\ -/ / I OPE/ I~ PANEL: ,, PANEL I/ ~ -, 1-/ I / -, 45 MIN. ~ / 1/'~1 / RATED I/, DOOR -SEE SCHEDULE / \ 'l/;2;JI / / ;-~ GLASS @HEAD II CD 0' • • DETAIL • 'b • / N 0 / N 0 0 PANEL I u I • • / • • v I 'b -I (JAMB SIMILAR) <--0 0 0 0 I v /,j I /,j 00 00 I\ / 00 I I I I ,, 00 I \ V " / ~ '° . GLASS ~ "' REDUCER STRIP \< /f I ,.... ,.... • CD' , • I'~ I 0 GLASS 0 / , GLASS ll'iP ~ AS REQ'D. FOR MATERIAL I '\. '\. ;"/·---~ -~/· 8 PANEL: I I I #CD V "' PANEL PANEL 'l/;2;JI 'l/;2;JI TRANSITION N '· 45 MIN. I" UNDERCUT -~ '\. -"· / '-. T , /. ---I • -" • .. -• \ RATED • '\. \ I 0 " 0 • I ./ 0 0 0 ' ,-,-,- ~~ C__15~i",._ r,¾.,. • ~ ~~ ~ N ~► 2 ··. A-5.1 j 8 ~v ~vB ~; i 6' -O"W X 8' -O"H HOLLOW METAL HOLLOW METAL 20 MIN. HOLLOW METAL HALF DUTCH HALF DUTCH W/GLASS 3' -O"W X 7'-0"H 3' -O"W X 7' -O"H PAIR-ALUM,NUM DOOR DOOR DOOR W/GLASS 3' -O"W X 3' -6"H 20 MIN. HOLLOW METAL DOOR HOLLOW METAL DOOR ,1 15/16' , 1 9/16 @THRESHOLD DETAIL STOREFRONT DOOR 3'-6"W X 8'-4"H 3' -O"W X 7'-0"H 3' -o"w x 7'-o"H 3' -O''W X 3' -6"H WITH ARCHWAY W/GLASS W/GLASS @ @ @ @ SEE FLOOR PLAN 0 @ (~ij) @ @ OR WALL THICKNb INDICATES TEMPERED SAFETY GLAZING TO COMPLY W/ CBC SEC. 2406.4. INTERIOR DOOR DETAIL SCALE 2 DOOR SCHEDULE SCALE 1 1/B" ~ 1'-0" 1/8" ~ 1'-0" ISSUES/REVISIONS CLIENT PROJECT NAME SEAL Sheet Title: NO. DATE DESCRIPTION Children's Paradise, Inc. MORALDE El Saito Falls, LLC DOOR SCHEDULE 07/14/2020 Bid Set Package Architects -at Carlsbad INCORPORATED AND DETAILS & 09/21/2020 Addendum 'A' -New Preschool Building and Interior Build-out LQ, 10/14/2020 Addendum 'C' 3335 Marron Rd, Carlsbad, CA 92009 Sheet No.: - ~ 11/23/2020 Addendum 'D' APN: 167-040-49-00 -180 South Prospect Avenue Date: 12/23/2019 Suite 110 -Contact: Julie Lowen Project Number: 2019.104 Tustin, CA 92780 A-5.1 221 Main Street, Suite 106 Telephone: (562) 896-9619 -Vista, CA 92083 Drawn By: M.M. Facsimile: (714) 838-9899 Scale: NOTES: 1. ALL WINDOW TYPES REQUIRE FIELD MEASUREMENT. WINDOW SCHEDULE 2. ALL WINDOW DIMENSIONS SIGNIFY ROUGH OPENING. 3. 45 MIN. RATED WINDOW OPENING WITH SAFETY GLAZING AND FRAME WITHIN ONE JAMB HEAD HOUR RATED CORRIDOR. GLAZING UNITS TO BE "FIRELITE-PLUS" AND FRAME TO BE WINDOW "FIRE FRAMES-DESIGNER SERIES" BY TECHNICAL GLASS PRODUCTS (TGP). NO. TYPE MATERIAL GLASS TYPE SIZE MAT'L DETAIL MAT'L DETAIL NOTES 4. ALL 1" CLEAR INSULATED GLASS PER T24 CALC. GLASS REQUIREMENTS: U FACTOR = 0.32 WITH ANTI-GRAFITTI FILM SHGC = 0.25 01 1 ALUM /GLASS 1" CLEAR INSULATED SEE DETAIL ALUM -ALUM -SEE NOTE 11 VT = 0.50 WITH ANTI-GRAFITTI FILM 02 2 ALUM /GLASS 1" CLEAR INSULATED SEE DETAIL ALUM -ALUM -SEE NOTES 10, 11 5. A FIXED ANO DPENABLE PANELS OF DOOR ASSEMBLIES. 03 8 ALUM/GLASS 5116" CLEAR SEE DETAIL ALUM -ALUM -SEE NOTE 3 B. FIXED OR OPERABLE PANELS ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE OF THE GLAZING IS WITHIN A 24" ARC OF EITHER VERTICAL , 18' -8" ' SEE NOTE 3 EDGE OF THE DOOR IN A CLOSED POSTIION AND WHERE THE BOTTOM 3'-7 1/2" " 10' -5" " 3'-7 1/2" 04 9 ALUM/GLASS 5116" CLEAR SEE DETAIL ALUM -ALUM -,, EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES ABOVE THE ~~ 05 8 ALUM/GLASS 5116" CLEAR SEE DETAIL ALUM -ALUM -SEE NOTE 3 WALKING SURFACE. C. INDIVIDUAL FIXED OR OPERABLE PANELS THAT MEET ALL OF THE FOLLOWING ALUM WITH ANTI-GRAFITTI FILM CONDITIONS: ALUMINUM CLAD COLUMNS AND ' 06 4 ALUM /GLASS 1" CLEAR INSULATED SEE DETAIL ALUM -- BEAM TO MATCH STOREFRONT -' ---r SEE NOTES 10 11 EXPOSED AREA OF AN INDIVIDUAL PANE IS GREATER THAN 9 SF AND ~ ~~ ~ I. SEE STRUCT DWGS FOR SIZES ~ ~ 07 9 ALUM/GLASS 5116" CLEAR SEE DETAIL ALUM -ALUM -SEE NOTE 3 II. EXPOSED BOTTOM EDGE IS LESS THAN 1 S INCHES ABOVE THE FLOOR, ~~~ -AND: ~ ~ /f 4 r;JG!jr 9 ALUM/GLASS 5/16" CLEAR SEE DETAIL ALUM -ALUM -SEE NOTE 3 Ill. EXPOSED TOP EDGE IS GREATER THAN 30 INCHES ABOVE THE FLOOR, AND: I\' Y'x ~ I"- --------------- 08 0 IV. ONE OR MORE WALKING SURFACES ARE WITHIN 36" HORIZONTALLY OF THE PLANE OF I '<._ ~ I"""--~ 09 9 ALUM/GLASS 5116" CLEAR SEE DETAIL ALUM -ALUM -SEE NOTE 3 ·GEJ THE GLAZING. r---' ~ ,-_~ I\ I~'>: WITH ANTI-GRAFITTI FILM D. GLAZING ADJACENT TO STAIRWAYS OR RAMPS (INCLUDING LANDINGS) WHERE THE ~ 10 3 ALUM /GLASS 1" CLEAR INSULATED SEE DETAIL ALUM -ALUM -SEE NOTES 10, 11 BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60" ABOVE THE ADJACENT /f ~ /f WITH ANTI-GRAFITTI FILM WALKING SURFACE. ~ ~ 11 2 ALUM/GLASS 1" CLEAR INSULATED SEE DETAIL ALUM -ALUM -SEE NOTES 10, 11 • "" ', ~ 0 WITH ANTI-GRAFITTI FILM 6. ALL OPERABLE WINDOWS TO HAVE 16 MESH SCREEN. 12 6 ALUM/GLASS 1" CLEAR INSULATED SEE DETAIL ALUM -ALUM -SEE NOTE 11 ~ I ii 13 9 ALUM/GLASS 5116" CLEAR SEE DETAIL ALUM -ALUM -SEE NOTE 3 7. MARVIN WINDOWS -EXTERIOR WOOD CLAD :, 5 '7'-' ii ~ ' WITH ANTI-GRAFITTI FILM i' 14 3 ALUM /GLASS 1" CLEAR INSULATED SEE DETAIL ALUM -ALUM -SEE NOTES 10, 11 8. ARCADIA STOREFRONT WINDOWS -ANODIZED DARK BRONZE FINISH ~ 4 4 /f 4 4 4 I I OPEN 15 9 ALUM/GLASS 5116" CLEAR SEE DETAIL ALUM -ALUM -SEE NOTE 3 a, 9. ALL EXTERIOR GLASS IN EXTERIOR WINDOWS TO BE 1" INSULATED SOLARBAN 90 LOW 'E'. GLAZING TO MEET TITLE 24 PERFORMANCE CRITERIA PER MECHANICAL DWGS. CD u (D (D CD CD ALUM/GLASS 5116" CLEAR SEE DETAIL ALUM ALUM -SEE NOTE3 ' 16 9 - ii 1 0. INSTALL BURGLARY PROOF SECURITY HARDWARE. --17 9 ALUM/GLASS 5116" CLEAR SEE DETAIL ALUM -ALUM -SEE NOTE 3 11. GLAZING SHOULD BE BURGLARY RESISTANT MATERIALS THAT THAT SHALL COMPLY WITH OR TYPE 1 1" CLEAR INSULATED ALUM WITH ANTI-GRAFITTI FILM EXCEED THE UNDERWRITERS' LABORATORIES STANDARD #UL972 FOR BURGLARY-RESISTING 6 18 5 ALUM/GLASS SEE DETAIL ALUM --SEE NOTE 11 GLAZING MATERIAL AS FOLLOWS: WITHSTAND THE IMPACT OF A FIVE-POUND STEEL BALL -5 DROPPED FROM A HEIGHT OF FORTY FEET AND FIVE IMPACTS FROM A HEIGHT OF TEEN FEET 19 9 ALUM/GLASS 5116" CLEAR SEE DETAIL ALUM -ALUM -SEE NOTE 3 CONCENTRATED WITHIN A FIVE-INCH DIAMETER AREA OF THE SURFACE WITHOUT RELEASE FROM WITH ANTI-GRAFITTI FILM THE FRAME. 20 5 ALUM /GLASS 1" CLEAR INSULATED SEE DETAIL ALUM -ALUM -SEE NOTE 11 p, INDICATES TEMPERED SAFETY \.'.) 21 9 ALUM/GLASS 5116" CLEAR SEE DETAIL ALUM -ALUM -SEE NOTE 3 GLAZING TO COMPLY W/ CBC SEC. 2406.4. WITH ANTI-GRAFITTI FILM 22 2 ALUM/GLASS 1" CLEAR INSULATED SEE DETAIL ALUM -ALUM -SEE NOTES 10, 11 23 8 ALUM/GLASS 5116" CLEAR SEE DETAIL ALUM -ALUM -SEE NOTE 3 ~~~ ~ ALUM SEE NOTE 3 10 24 9 ALUM/GLASS 5116" CLEAR SEE DETAIL ALUM --\t ~ -5. 't.5~y 6", 4•-0· " 4'-o" " 4'-0" 6'-o" ,. 4'-0" 4'-o" 4-0" 25 8 ALUM/GLASS 5116" CLEAR SEE DETAIL ALUM -ALUM -SEE NOTE 3 'I ' , 1 A ! I I I I I I " I I Iii □ : 1· !1 in ,. 26 9 ALUM/GLASS 5116" CLEAR SEE DETAIL ALUM -ALUM -SEE NOTE 3 A --A -: I ' 11 ! 11~ ' ' 11 ,,, : ; ' ' WITH ANTI-GRAFITTI FILM . . ' ~ \5. I I 't31 ' I 27 5 ALUM/GLASS 1" CLEAR INSULATED SEE DETAIL ALUM -ALUM -SEE NOTE 11 siJDER 1 • f/ ¢= a ¢= • ¢= ¢= ~ N 'SLIDER N ' F SLIDER F SLIDER N I F SLIDER I F SLID~R F I F I ' WITH ANTI-GRAFITTI FILM ' ' I <O <O a, ' : ' <O b 28 2 ALUM/GLASS 1" CLEAR INSULATED SEE DETAIL ALUM -ALUM -4/ 4/ /f/ /f/ /f/ i /f/ 4/ 4/ 4/ 4/ /f/ 4/ ' SEE NOTES 10, 11 I WITH ANTI-GRAFITTI FILM ---I ' io 29 6 ALUM/GLASS 1" CLEAR INSULATED SEE DETAIL ALUM -ALUM -CD CD CD' G ® CD CD u CD CD I CD CD CD I A CD SEE NOTE 11 11 ' '-.YI WITH ANTI-GRAFITTI FILM I 30 3 1" CLEAR INSULATED SEE DETAIL ALUM -ALUM -• • ' ' b • ALUM /GLASS SEE NOTES 10, 11 0 ' 0 0 CD I I I I "' ~~ "' 1~ N ~ N -. 31 10 ALUM/GLASS 5116" CLEAR SEE DETAIL ALUM -ALUM -12 ':r> ~ 7' . -~~TYPE2 TYPE3 TYPE4 TYPES TYPE6 32 10 ALUM/GLASS 5116" CLEAR SEE DETAIL ALUM -ALUM - WITH ANTI-GRAFITTI FILM 33 2 ALUM/GLASS 1" CLEAR INSULATED SEE DETAIL ALUM -ALUM -SEE NOTES 10, 11 34 --------- WITH ANTI-GRAFITTI FILM ,~2'-0" ,_ 2'-0" ~ 4'-0" 35 2 ALUM/GLASS 1" CLEAR INSULATED SEE DETAIL ALUM -ALUM -SEE NOTES 10, 11 1 'I t 1 1" 1" WITH ANTI-GRAFITTI FILM I I ! 36 2 ALUM /GLASS 1" CLEAR INSULATED SEE DETAIL ALUM -ALUM -SEE NOTES 10, 11 Ir---: 1 /f 1 I /f 11 /f I ' 37 9 ALUM/GLASS 5116" CLEAR SEE DETAIL ALUM -ALUM -SEE NOTE 3 I' 2•-9• l /f • ~ • , , N N 38 9 ALUM/GLASS 5116" CLEAR SEE DETAIL ALUM ALUM SEE NOTE 3 I I I 'i--<O <O <O 4 4 WITH ANTI-GRAFITTI FILM 39 4 ALUM/GLASS 1" CLEAR INSULATED SEE DETAIL ALUM -ALUM -a SEE NOTES 10, 11 0 ' I 4 I a .... 40 8 ALUM/GLASS 5116" CLEAR SEE DETAIL ALUM -ALUM -SEE NOTE 3 . 0 Ci) • • b -I WITH ANTI-GRAFITTI FILM 0 0 -I I I --.......: 41 8 ALUM/GLASS 1" CLEAR INSULATED SEE DETAIL ALUM -ALUM -SEE NOTES 10, 11 "' N N " TYPE? TYPES TYPE9 TYPE10 WINDOW SCHEDULE SCALE 1 1/8" = 1'-0" ISSUES/REVISIONS CLIENT PROJECT NAME SEAL Sheet Title: NO. JA,T DESCRIPTION Children's Paradise, Inc. MORALDE El Saito Falls, LLC WINDOW SCHEDULE Architects 07/14/2020 Bid Set Package INCORPORATED AND DETAILS f-------at Carlsbad fil 09/21/2020 Addendum 'A' New Preschool Building and Interior Build-out f------- & 10/14/2020 Addendum 'c' 3335 Marron Rd, Carlsbad, CA 92009 Sheet No.: f------- & 11/23/2020 Addendum ·o· APN: 167-040-49-00 f-------180 South Prospect Avenue Date: 12/23/2019 Suite 110 Contact: Julie Lowen Tustin, CA 92780 A-5.2 f------- Proiect Number: 2019.104 221 Main Street, Suite 106 Telephone: (562) 896-9619 f-------Vista, CA 92083 Drawn By: M.M. Facsimile: (714) 838-9899 Scale: R 0 10F 'TI L.E CEMENT PLASTER I I STO RIEFROINT SY.STE M ,K \LJ.I.L r-.r .. ~l"f P J,.f-i I I 1 - RT -1 PAINT CP-1 • • SF --1 METAL TRELLIS M-4 T ll .E ' LEDGE STONE P-1 T -1 ~ J-Q -. S-1 / S/2 CHIL DRE N'S PARAJD.: SE. -C;tr l b;,id .A CC•LOR & MATE~LA SOP 2020-0005 FINISH LEGEND: CEMENT PLASTER: CP-1 BY OMEGA-AKROTIQUE TO MATCH OR EQUAL OMEGA COLORTREK 37 ROCK GREEN PAINT: P-1 SHERWIN WILLIAMS SW6458 WINDOW SHUTTERS/DOORS ROOF TILE: RT-1 CARMEL BLEND BY BORAL STOREFRONT SYSTEM: SF-1 CLEAR ANODIZED ALUMINUM BY ARCADIA, COLOR TO MATCH OR EQUAL SHERWIN WILLIAMS SW6458 DOORS/WINDOWS METAL: M-1 STANDING SEAM ROOF COLOR: AWARD BLUE BY BERRIDGE DOOR CANOPY M-2 LASER CUT METAL PANEL BY PARASOLEIL-COLOR TO MATCH SHERWIN WILLIAMS SW6458 M-3 DECORATIVE WROUGHT IRON WINDOW GRILL M -4 COLOR: ESPRESSO BY RUSTOLEUM TRELLIS TILE: T-1 8"X8" MEROLA BY DAL-TILE ACCENT AT NICHED WINDOWS GLASS FIBER REINFORCED CONCRETE: RC -1 COLOR-TO MATCH S-2 WINDOW TOP & BOTTOM MOULDING/ CORNICES/ORNAMENTAL DETAILING STONE: S-1 TO MATCH EXISTING RESIDENTIAL DEVELOPMENT MONUMENT SIGN S-2 TO MATCH EXISTING RESIDENTIAL DEVELOPMENT MONUMENT SIGN r ELECTRICAL ----------- l-- s3~a I 6 'fYPICAL I I LIGHT NG SITE PLAN 2 T - L METER/MAIN SOP 2020-0005 SHEET 14 OF 22 SHEETS GENEAAL NOTES 1. COORDIN,,TE Wlil-1 ClvlL SITE PLAN FOR ROUTING OF CONDUIT AND LOCATION OF EXISTING AND NEW SITE UTILITIES. 2. CALL CAL-IFORNIA DIG ALERT PRIOR TO PERFORMING AND UNDERGROUND TRENCHING. KEY NOTES 0 PROvlDE 4•c.o. TO SDG&E POINT OF CONNECTION PER SDG&E UNDERGROUND SERvlCE ENGINEERED DRAWINGS AND STANDARDS. PROvlDE A SDG&E 3425 TRANSFORMER PAD PER SDG&E UNDERGROUND SERvlCE STANDARDS. COORDINATE WITH SDG&E FOR CLEARANCE AND PROTECTION REQUIREMENTS. <y PROvlDE 4•c.o. TO SERvlCE METER/MAIN/UGPS IN il-lE ELECTRICAL ROOM PER SDG&E UNDERGROUND SERVICE STANDARDS. HOME RUN EXTERIOR LIGHING CIRCUIT THROUGH LIGHTING CONTROLLER CONTROL RELAYS. PANEL CIRCUIT NUMBER AND RELAY SWITCHLEG INDICATED NEXT TO FIXTURE SYMBOL. PROvlDE 4•c.o. FROM TELECOM POINT OF SERVICE AND STUB-UP IN MDF ROOM. PROvlDE CONDUIT AND ROUTING PER TELECOM COMPANY UNDERGROUND SERVICE STANDARDS. MOUNT LIGHT POLE ON CONCRETE POLE BASE PER THE A TT ACHED POLE BASE DETAILS FOR FIXTURE TYPES S3 OR S4. PROVIDE A 11'X17"X12" MINIMUM CONCRETE REINFORCED LIGHTING PULLBOX. COVER SHALL BE BOLT DOWN WITH PENTAHEAD BOLTS AND HAvlE "LIGHTING" STAMPED IN THE PULLBOX COvlER. PROVIDE 1" CONDUIT ONLY AND STUB-OUT IN PLANTER AND CAP AND STAKE FOR FUTURE ELECTRICAL vlEHICLE CHARGING STATION. (FUTURE CHARGERS WOULD REQUIRE 1"C, 4/fS, 1#8 GND.) PROVIDE POLE AND HANDHOLE WITH GASKET LUMINAIRE PER LIGHTING FlXTURE SCHEDULE, E-0.2------• GROUND WIRE, #13 GROUNDING LUG BONDED CONDUIT BUSHING TO POLE INTERIOl~R-------1~ , .,,,,--BASE COVER NEAR HANDHOLE l,l,,"lb-/ .,-BEVEL EDGES 24" MIN. j CONDUIT AND _/ CONDUCTORS AS SHOWN ON PLAN 24" . .. . . ANCHOR BOLTS, ( 4) 36"x1 "x4" r FINISHED GRADE -"''I 1JISTFTT' _ _.---15' #4 BARE STRANDED COPPER WIRE, COILED. (METALLIC POLES ONLY) CAST CONCRETE BASE ~¾-5=~>--! I' AGAINST UNDISTUR~ED 1 24.. ,,I111·~-'- ~-#3 DEFORMED CIRCULAR RE-BAR TIES AT 12" ON CENTER MINIMUM. 0R COMPACTED I DIA. ~ (95% MIN.) EARTH @Mi11~ll=-1j\lcmJJWI,' ~IIP11- 3" MIN. CLEARANCE TYPE S3 POLE BASE DETAIL NO SCALE ( PROVIDE POLE AND r---.r---.,r-y----..\ ( LUMINAIRE PER LIGHTING FIXTURE SCHEDULE, E-0.2------• ( HANDHOLE WITH GASKET ) GROUND WIRE, #8 \ CONDUIT BUSHING , .,,,,--BASE COVER _l' 4" / _,,--BEVEL EDGES "'\ / ~ANCHOR BOLTS, (4) 36"x1''x4" ) -1 /J"'==JTI:;';fTE:,f!E:,f!E;:fTT"--FINISHED GRADE ~ITEfil' I I I " c11EIIEI . · 'II iTI I 1-• • ::-•· -qi-.-1 24" MIN. ! ' 'liLl+~-,. ---15' #4 BARE STRANDED COPPER WIRE, COILED. (METALLIC POLES ONLY) H i ( CONDUIT AND _/ CONDUCTORS AS ( SHOWN ON PLAN CAST CONCRETE BASE ( AGAINST UNDISTUR~ED I 24., DIA \ OR COMPACTED i · (. (95% MIN.) EARTH #4 REBARS, 60" APART (TYP. OF 6) #3 DEFORMED CIRCULAR RE-BAR TIES AT 12" ON CENTER MINIMUM. 3" MIN. CLEARANCE ( TYPE S4 POLE BASE DETAIL ) r-----------------------7-;::::---------------------r--,ssu~~;<i:S---------------.,.=:----------~~~~-------------------"I'""-----\.._-=:· :NO:::SC:;;;A:LE~.;;;;::;;;..:::;;,.;~;;;;:~;;;;;:::;;;;;;;;::;'-.__/;;;;;;;~~.;;;;:~~=-------------i CONSULTANT PROJECT NAME SEAL Sheet Title: ISSUES/REVISIONS CLIENT NO. DATE DESCRIPTION ALAN L. DARLING, P.E. 07/14/2020 Bid Set Package lb 9/14/2020 ADDENDA A PRE & 10/5/2020 ADDENDA C 32230 CALLE BALAREZA (951) 288-4808 TEMECULA, CA 92592 adarlingpe@msn.com 8/9/2021 SITE LIGHTING/ELECTRICAL ROOM REVISIONS El Saito Falls, LLC Contact: Julie Lowen 221 Main Street, Suite 106 Vista, CA 92083 Children's Paradise, Inc. at Carlsbad New Preschool Building and Interior Build-out SE Corner Marron Rd & Cienaga Pl, Carlsbad, CA 92056 APN: 167 -040-49-00 Date: 12/23/2019 Project Number: 2019.104 Drawn By: AD Scale: MORALDE Architects INCORPORATED 180 South Prospect Avenue Suite 110 Tustin. CA 92780 Telephone: (562) 896-9619 Facsimile: (714) 838-9899 ELECTRICAL SITE PLAN Sheet No.: E-1.0 CONSULTANT O.o On O.o O.o D.n 0., iu O.c t.o O.o D., t., . !l.1 t., t., PHOTOVOLTAIC [13 0,3 04 + 1.0 + 1.1 'a.3 0.4 't.s ii.a + 1.0 + 1.3 O.s + 1.1 + 1.3 'li.2 0.2 0.2 U.l 04 + 1.1 + 1.4 t,.4 \]5 tl.b 'i:,.7 t.r Os + 1.1 + 1.3 0., 0.2 O.s t.7 ti.a t.1 0.2 + 1.0 + 1.2 0.5 0.7 ().9 iJg 1, 'i.3 1 J + 1.5 + 1.5 + 1.6 + 1.7 + 1.5 + 1.6 + 1.5 + 1.6 + + 1.5 1.6 + 1.5 + 1.7 + 1.5 + 1.7 + 1.7 + 1.7 + 1. + 1. . •• 11 I + ' 11 + 1.6 + 1.6 L GHT NG + 1.· 1 3 I + 1.5 + 1.6 ii.6 0.5 + J1 i.3 ' + 1.4 + 1.5 '" .0 .2 1.3 + 1.4 + 1.0 + 1.2 + 1.3 + 1.4 + 1.1 + 1.3 + 1.4 + 1.5 trn 0.1 + 1. + 1. + 1.5 + 1.6 PLAN i.o 1.5 1.5 1.6 + 1.9 + 1. .7 1.8 I+ ' 1.8 + 1.9 + 2.1 + 1.9 + 1.9 + 1.8 + 1.8 + 1.8 + 1.9 + 2.0 + 1.8 + 1.8 + 1.8 + 1.8 + 1.8 + 1.7 + 1.7 1.8 SOP 2020-0005 SHEET 15A OF 22 SHEETS V D.s ti.a tl.7 "to t.s {)4 0.• t_, O.o O.o + 2.1 + 2.1 + 1.9 'i., 1s + 2.0 2.o' + 1.9 0.f. 1:s ii.5 O.s t.J t.a "t1 0.5 to + 1.7 + 1.5 'i2. + 1.8 + + 1.8 1 0 i.7 \5 + 1,_, :,_, 0., D.3 t.2 t., t, 1,3 t.2 1u t,, t 'tu "li.2. 0? 11.1 C7 t.3 0.1 t.r. t, 'i:,; t.o . "·" t.o t.o t.o 1.7 . h h h h h h b b b O.o 't:,_; t., t.1 t., 'ti., "o., __________ 1_-~ _____ + ____ + ___ l ____ +~--+-------+~_i:Jc::!L':£~~Jc=+~1-~~::~~t~==[=~:~====~1,~.2~_L,~,:-1~~-+~1-=0~~~~--+~1~-1jl __ ,~.411 __ ~,1i~--+~1.1 ~:~~~:~~;~~~~~~~ ALAN L. DARLING, P.E. PRE 32230 CALLE BALAREZA TEMECULA, CA 92592 ( 9 51 ) 288-4808 adarlingpe@msn.com LIGHTING PHOTOMETRIC SCALE X," = 1 '-0" ISSUES/REVISIONS CLIENT NO. DATE DESCRIPTION El Saito Falls, LLC 07/14/2020 Bid Set Package & 9/14/2020 ADDENDA A --------------------1 & 10/5/2020 ADDENDA C --------------------1 8/9/2021 SITE UGHTING/ELEClRICAL ROOM REVISIONS Contact: Julie Lowen 221 Main Street, Suite 106 Vista, CA 92083 '. Luminaire Schedule Symbol Qty : Label Arrangement 'SINGLE : Calculation Summary , Label Parking Lot i Spill PROJECT NAME Children's Paradise, Inc. at Carlsbad New Preschool Building and Interior Build-out SE Corner Marron Rd & Cienaga Pl, Carlsbad, CA 92056 APN: 167-040-49-00 Date: 12/23/2019 Project Number: 2019.104 Drawn By: AD Scale: CalcType , llluminance -!l!uminance SEAL ; Description ; McGraw Edison -GLEON-SA1D-730-U-T3-MS/DIM-L40W Units ' Fe Fe . Avg Max • 1.52 2.1 0.35 l 1.7 MORALDE Architects INCORPORATED 180 South Prospect Avenue Suite110 Tustin, CA 92780 Telephone: (562) 896-9619 Facsimile: (714) 838-9899 · Min ! Avg/Min Max/Min 1.0 1.52 ; 2.10 0.0 . N.A. N.A. Sheet Title: LIGHTING PHOTOMETRIC Sheet No.: E-1.0 PE = = = = ' <I -----·-- ! Luminaire Schedule Symbol Qty Label CrOFF \\\'ILL = = = CANOPY LIGHT (TYP.) 11 ~ LJ.1J OPEN SPACE EASEMENT------ Arrangement . Description SINGLE lnvue -ENV-SA1 B-730-U-T2 SINGLE : lnvue-ENV-SA1D-730-U-T4FT i SINGLE 'Cali -ML2000-27K-GSF-1W ' CONSULTANT "' I ALAN L. DARLING, P.E. PRE 32230 CALLE BALAREZA TEMECULA, CA 92592 ( 9 51 ) 288-4808 adarlingpe@msn.com = ---l!!B---a----LI : ---. -·<! ·--· -·. ·- .9:z~s:~M,. ~ .... ~+ ..... ~2,:µ,;;a_:57;:- I I LJI I I "-Ji I OPEN SPACE EASEMENT OPEN SPACE EASEMENT SITE LIGHTING PHOTOMETRIC ISSUES/REVISIONS NO. DATE 07/14/2020 /f;:,, 9/14/2020 1£; 10/5/2020 8/9/2021 DESCRIPTION Bid Set Package ADDENDA A ADDENDA C SllE UGHllNG/El£ClRICAL ROOM REVISIONS SCALE 1" = 10'-0" CLIENT El Saito Falls, LLC Contact: Julie Lowen 221 Main Street, Suite 106 Vista, CA 92083 N PROJECT NAME Children's Paradise, Inc. at Carlsbad New Preschool Building and Interior Build-out SE Corner Marron Rd & Cienaga Pl, Carlsbad, CA 92056 APN: 167-040-49-00 Date: 12/23/2019 Project Number: 2019 .104 Drawn By: AD Scale: SEAL ~---------"' SOP 2020-0005 i ' ' I N 0 z l'l MORALDE Architects INCORPORATED 180 South Prospect Avenue Suite 110 Tustin, CA 92780 Telephone: (562) 896-9619 Facsimile: (714) 838-9899 23 Sheet Title: SITE LIGHTING PHOTOMETRIC Sheet No.: SHEETS E-3.1 PE r \ I STA 4+80.68 EXIST. F.H. I STA 4+10 -EXIST. 4 2" IRRIGATION SERVIC \ \ ' \ \ I RR PRESCHOOL "'" " 66 Sf EM?i.Y JlAUNDJ $TOR._ 159SF HC 81 PRESCKOOL _,, 81 = PRESCHOOl.. =se BLDG AREA = 119 0 S.F. PRESCHOOL 842SF PRESCHOOL "''' TODDL~R =sl SHEET160F22SHEETS PLANT PALETTE I SOP 2020-0005 SYM. BOTANICAL NAME COMMON NAME SIZE QNTY SPCNG FCTR VINES ~ OLEA EUROFAEA 'SWAN HILL' ARBUTUS UNEDO PARKINSONIA 'DESERT MUSEUM' RHUS LANCEA GEIJERA FARVIFLORA CHITALPA 'PINK DAWN' EXISTING OUERCUS !LEX AGAVE ATTENUATA DIANELLA REVOLUTA 'LITTLE REV' NANDINA DOMESTICA 'GULF STREAM' LEUCOFHYLLUM 'LYNN'S LEGACY FENNSTEMON 'EATON CANYON' RHAFHIOLEFIS UMBELATTA 'MINOR' HESFERALOE PARVIFLORA 'BRAKE LIGHTS' BOUGAINVILLEA 'BABY VICTORIA' ELAEAGNUS PUNGENS HEL!CTOTRICHON SEMPERVIRENS LANTANA 'GOLD RUSH' CISTUS FURFUREUS HETEROMELES ARBUTIFOLIA 'COMFACTA' HARDENBERGIA V. 'HAPPY WANDERER' FRUITLESS OLIVE STRAWBERRY TREE 48" $ 3G" BOX MULTI B 24" BOX 4 STANDARD PALO VERDE 3G" BOX 4 LOW BRANCH AFRICAN SUMAC 24" BOX 5 STANDARD AUSTRALIAN WILLOW 24" BOX I 2 STANDARD CHITALFA 24" BOX STANDARD HOLLY OAK 24" BOX I 0 STANDARD AGAVE VARIEGATED FLAX HEAVENLY BAMBOO TEXAS RANGER DWRF RED FNTN GRASS YEDDO HAWTHORN KANGAROO FAW VAR. BOUGAINVILLEA S!LVERBERRY BLUE OAT GRASS GOLD LANT ANA PURPLE ROCKROSE DWARFTOYON PURPLE VINE LILAC 5 GAL 5 GAL 5 GAL 5 GAL 5 GAL 5 GAL 5 GAL 5 GAL 5 GAL 5 GAL 5 GAL 5 GAL 5 GAL 15 GAL ESPALIER LOW LOW LOW LOW LOW LOW LOW 3' o.c. LOW 2' O.C. LOW 30"0.C. LOW 3' o.c. LOW 3' O.C. LOW 3' o.c. LOW 3' O.C. LOW 3' O.C. LOW 4' O.C. LOW 4'0.C. LOW 3' O.C. LOW 3' O.C. LOW 4' o.c. LOW 8' O.C. LOW GROUNDCO\/ER KEYED NOTES: NOTES: I. EXISTING MONUMENT SIGN PROTECT-IN-PLACE. 2. EXISTING CONCRETE SWALE PROTECT-IN-PLACE. 20. LANDSCAPE STRUCTURES TREE TRUNK TOWER PLAY STRUCTURE. 2 I . LANDSCAPE STRUCTURES LOG STEPPERS. 3. SHADE STUCTURE REFER TO ARCHITECT'S PLANS. 22. LANDSCAPE STRUCTURES EMBANKMENT SLIDE. 4. BLDG. COLUMN REFER TO ARCHITECT'S PLANS. 5. ADA RAMP REFER TO CIVIL ENGINEER'S PLANS. 23. LANDSCAPE STRUCTURES FALLEN TREE. 6. RETAINING WALL REFER TO CIVIL ENGINEERS PLN5. 2 ~ · b4,HD§CAP§ STR:UCTUR:§5 ACOR:N §§AF§. 7. NATURAL COLOR CONCRETE SIDEWALK. 25. LANDSCAPE STRUCTURES MUSICAL INSTRUMENTS. 2G. LANDSCAPE STRUCTURES SPLASH CIRCUIT. 8. LANDSCAPE STRUCTURES PLAY HOUSE. 9.1 0'-0" X I 5'-0" STORAGE STRUCTURE. I 0. ARCHED WOODEN BRIDGE. I I . 6'-0" WROUGHT IRON SECURITY FENCE. 12. 6'-0" WROUGHT IRON SECURITY FENCE ON TOP OF RETAINING WALL. 13. 3'-0" x 6'-0" WROUGHT IRON SECURITY GATE. PROVIDE PANIC HARDWARE AND GATE ALARM SYSTEM PER OWNER SPECIFICATIONS. 27. SKYWAYS I 6' x I 6' SINGLE POST CANTILEVER SINGLE POST PYRAMID FIRE PROOF SHADE STRUCTURE. 28. SKYWAYS 18' x 18' -IO' ENTRANCE HIP FIRE PROOF SHADE STRUCTURE. 29. LANDSCAPE STRUCTURES PAY BOOSTER SMART PLAY. 30. SKYWAYS IO' x IO' SINGLE POST CANTILEVER PYRAMID FIRE PROOF SHADE STRUCTURE. 3 I . LANDSCAPE STRUCTURES PLAY SHAPER AND SMART PLAY, PLAY STRUCTURE. 14. ACKER-STONE INDUSTRIES -PRECAST CONCRETE 32. SKYWAYS J 8' x 18' _ 8' ENTRANCE HIP FIRE PROOF PERMEABLE PAVERS. FIELD $ BANDING 8CM SHADE STRUCTURE. THICK PAVER, PATTERN = RANDOM ASHLAR, FINISH = F.M. GRIND OVER 2" THICK SETTING SAND BASE. OVER 3" -6" GRAVEL SUB-BASE. I 5. PICNIC TABLES AND BENCHES. I 6. POTTED PLANTS. 17. PATIO FURNITURE. ~ §. R,AJ5ED bAJID5CAPE; PbA,~ITER5. 19. KALEIDOSCOPE BENCH WITHOUT BACK. 33. SKYWAYS 14' x 14' SINGLE POST CANTILEVER PYRAMID FIRE PROOF SHADE STRUCTURE. 34. SKYWAYS 24' x 24' -IO' ENTRANCE HIP FIRE PROOF SHADE STRUCTURE. 35. 4" THICK MIN. CONCRETE GUNITE BASE UNDER SYNTHETIC TURF IN SLOPED AREAS. 36. TYPICAL PARKING LOT LIGHT FIXTURE REFER TO CIVIL ENGINEERS PLANS. • ALL LANDSCAPE AREAS SHALL HAVE POSITIVE DRAINAGE (2% GRADE IN PLANTING AREAS) AWAY FROM ALL STRUCTURES AND TERMINATING IN AN APPROVED DRAINAGE SYSTEM. • ANY TREES LOCATED WITHIN A VEHICULAR SIGHT LINE MUST HAVE ALL LIMBS REMOVED TO A HEIGHT OF 6 FEET ABOVE THE ADJACENT TOP OF CURB. • ALL UTILITIES ARE TO BE SCREENED. LANDSCAPE CONSTRUCTION DRAWINGS WILL BE REQUIRED TO SHOW AND LABEL ALL UTILITIES AND PROVIDE APPROPRIATE SCREENING. •ONLY SUBSURFACE IRRIGATION SHALL BE USED TO IRRIGATE ANY VEGETATION WITHIN TWENTY-FOUR INCHES OF AN IMPERMEABLE SURFACE UNLESS THE ADJACENT IMPERMEABLE SURFACES ARE DESIGNED AND CONSTRUCTED TO CAUSE WATER TO DRAIN ENTIRELY INTO A LANDSCAPED AREA. •SLOPES 6: I OR STEEPER REQUIRING EROSION CONTROL MEASURES AS SPECIFIED HEREIN SHALL BE TREATED WITH ONE OR MORE OF THE FOLLOWING PLANTING STANDARDS: a.) STANDARD I -COVER CROP/AND EROSION CONTROL MATTING: COVER CROP SHALL BE A SEED MIX TYPICALLY MADR UP OF QUICK GERMINATING AND FAST COVERING GRASSES, CLOVERS AND/OR WILD FLOWERS. SUBMIT THE SPECIFIC SEED MIX FOR CITY APPROVED PRIOR TO APPLICATION. THE COVER CROP SHALL BE APPLIED AT A RATE SUFFICIENT TO PROVIDE 90% COVERAGE WITHIN THIRTY (30) DAYS. THE TYPE OF EROSION CONTROL MATTING SHALL BE AS APPROVED BY THE CITY AND AFFIXED TO THE SLOPE AS RECOMMENDED BY THE MANUFACTURER. ON SLOPES 3 FEET OR LESS IN VERTICAL HEIGHT WHERE ADJACENT TO PUBLIC WALKS OR STREETS: WHEN PLANTING OCCURS BETWEEN AUG. I 5 $ APRIL I 5, EROSION CONTROL MATTING SHALL BE REQUIRED. DURING THE REMAINDER OF THE YEAR, THE COVER CROP AND/OR EROSION CONTROL MATTING MAY BE USED. ON SLOPES GREATER THAN 3 FEET IN HEIGHT, EROSION MATTING SHALL BE REQUIRED AND A COVER CROP SHALL NOT BE USED, UNLESS OTHERWISE APPROVED BY THE CITY. PRELIMINARY LANDSCAPE PLAN CHILDRENS PARADISE, 3335 MARRON RD., CARLSBAD, CA. b.) STANDARD #2 -GROUNDCOVER: ONE HUNDRED ( I 00%) PERCENT OF THE AREA SHALL BE PLANTED WITH A GROUNDCOVER KNOW TO HAVE EXCELLENT SOIL BINDING CHARACTERISTICS (PLANTED FROM A MINIMUM SIZE OF FLATTED MATERIAL AND SPACED TO PROVIDE FULL COVERAGE WITHIN WITHIN ONE YEAR). c.) STANDARD #3 -LOW SHRUBS: LOW SPREADING WOODY SHRUBS (PLANTED FROM A MINIMUM OF I -GAL CONTAINERS) SHALL COVER A MINIMUM OF SEVENTY (70%) PERCENT OF THE SLOPE FACE (AT MATURE SIZE). d.J STANDARD #4 -TREES AND/OR LARGE SHRUBS: TREES AND/OR LARGE SHRUBS SHALL BE (PLANTED FROM A MINIMUM OF I -GAL CONTAINERS) SHALL BE INSTALLED AT A MIN. RATE OF ONE (I) PLANT PER TWO HUNDRED (200) SQUARE FEET. •SLOPES -6: I OR STEEPER AND: a.) 3' OR LESS IN VERTICAL HT. AND ADJACENT TO PUBLIC WALKS OR STREETS REQUIRE AT A MIN. STANDARD# I (COVER CROP OR EROSION CONTROL MATTING). b.) 3' TO 8' IN VERTICAL HEIGHT REQUIRE STANDARDS# I (EROSION CONTROL MATTING SHALL BE INSTALLED IN LIEU OF A COVER CROP), #2 AND #3. c.) IN EXCESS OF 8' IN VERTICAL HEIGHT REQUIRE STANDARDS# I (EROSION CONTROL MATTING SHALL BE INSTALLED IN LIEU OF A COVER CROP), #2,#3 $ #4 •AREAS GRADED FLATTER THAN 6: I REQUIRE A COVER CROP PER STANDARD# I WITH TEMPORARY IRRIGATION WHEN THEY HAVE ONE OR MORE OF THE FOLLOWING CONDITIONS: a.) SHEET GRADED PADS NOT SCHEDULED FOR IMPROVEMENTS WITHIN 6 MONTHS OF COMPLETION OF ROUGH GRADING. b.) A POTENTIAL EROSION PROBLEM DETERMINED BY THE CITY. c.) IDENTIFIED BY THE CITY AS HIGHLY VISIBLE AREAS TO THE PUBLIC OR HAVE SPECIAL CONDITIONS THAT WARRANT IMMEDIATE TREATMENT. _r ~-r -r2 ~I~.:, ,....,......r',',--'c";"""""' :-';'1,'-'~ r ,-, ;--",, r ,.....J, ,......,,........,.. ..... ,--!,-, ,.',---C,---'1_!r-':-',--i + + + + + ' + + + + +++++ +-+++--;- -... -. . ..... ............ . . -. . . . -.... . . . . ....... . ··-········· . . . . ....... . . . -. . . . . ... . MYOPORUM PAR 'PUTAH CREEK; MYOPORUM I GAL 4' o.c. ACHILLEA MILLEFOLIUM, CAREX SUBFUSCA, FESTUCA RUBRA, JUNCUS MEXICANA, JUNCUS PATENS, LEYMUS CONDENSATUS 'CANYON PRINCE', MUHLENBURGIA RIGENS, CAREX PRAEGRACILIS I $ 5 GAL 3' $ 4' o.c. EXISTING LANDSCAPE$ IRRIGATION PROTECT- IN-PLACE BARK MULCH 3" THICK LAYER WASHED FLAY SAND -MIN. I 2" THICK GI 5 s.f. POURED IN PLACE RESILIENT FLAY SURFACING I ,5 I 5 s.f. PERMEABLE CONCRETE PAVERS 5,815 s.f. SYNTHETIC TURF 2,GOO s.f. ENGINEERED WOOD FIBER-MIN. 12" THICK 2,380 s.f. PACIFIC OCEAN NOT 10 SCALE VICINITY MAP LOW MOD PARKING LOT AREA CALCS "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." PARKING LOT AREA : 15,253 sf 3% OF PARKING LOT AREA: 458 sf LANDSCAPE AREA REQUIRED : 458 sf LANDSCAPE AREA PROVIDED : 553 sf 8-10-21 a I fl{µ-. .',rl 1/i _· / / tlf;J/ w{//J;vil/f I 2-29-20 CHARLES TROWBRIDGE DATE ---ICrrrrrrlllll SCALE: 1"= 20'-o" 40 60 CHARLES TROWBRIDGE AND ASSOCIATES 80 17901 ROMELLE AVENUE L 1 SANT A ANA, CA. 92705 PH (714) 532-3663 FAX (714) 532-3667 chas2.cta@gmail.com - LANDSCAPE ARCHITECTURE LIC. # 2242 I JI.. • ... • ... ... ... ... :.:-... I ( -1---1+-t--rl-----=:-:---:---=-=--=-=----'-s-----ll,---,si='"'T'F"CA,----,4"+'1"0----;=-;Ex:,;-1-;=::sT=r.------- sr A 4+80-68 4 2" IRRIGATION SERVIC EXIST. F.H. FS NO. TOP OF WALL BOTTOM WALL @ TOP OF REMARKS WALL STD. ELEVATION FINISH SURFACE FOOTING @J 142.27 140.15 138.50 -----C-2 l@ 142.64 140.33 138.50 -----C-2 ~ 143.20 139.15 138.50 -----C-2 ~ 143.50 139.55 138.50 -----C-2 §) 142.19 140.20 138.50 -----C-2 {@ 142.67 140.60 138.50 -----C-2 ~ 143.27 140.50 138.50 -----C-2 @ 143.90 140.20 138.50 END WALL C-2 0 142.10 141.67 140. 77 BEGIN WALL C-3 0 141.43 138.70 137.43 -----C-3 0 139.43 139.10 138.10 END WALL C-3 NO. (BJ 0 @J 0 @J 0 @ 0 @J CD (El RR \ I \ \ \ \ I I TOP OF WALL ELEVATION 133.10 138.17 136.83 136.83 138.17 139.00 142.33 142.33 142.33 141.67 141.67 PRESCHOOL 843SF HC HC PRESCHOOL 843SF HALLWAY RETAINING WALL DA TA BOTTOM WALL @ TOP OF FINISH SURFACE FOOTING 132. 77 131. 77 137.80 136.83 136.50 135.50 136.50 135.50 138.00 136.83 138.60 137.00 138.25 137.00 138.00 137.00 138.50 137.00 141.50 140.33 138.50 137.00 HC EV PRESCHOOL "'" REMARKS END WALL BEGIN WALL ----- ----- END WALL BEGIN WALL ----- ----- END WALL BEGIN WALL ----- • EV EXIST. 8" PVC S PER DWG. 484-5 .-. r, . : .; .. ' .,. . 4 • _ 4. PR[SC = PRESCHOOL "'" AY BLDG AREA = 119 0 S.F. RESTROOM 108 SF WALL STD. C-2 C-3 C-3 C-3 C-3 C-3 C-3 C-3 C-3 C-2 C-2 PRESCHOOL 842SF NO. 0 ® @J @J 0 0 @J (EJ 0 0 0 CD PRESCHOOL 843SF TOP OF WALL ELEVATION 139.34 146. 71 139.34 141.35 140.68 134.63 138.63 138.63 138.44 138.44 135.43 135.43 '" 108SF " 62SF HALLWAY DOUBLE T':~i~R ===sl BOTTOM WALL @ TOP OF FINISH SURFACE FOOTING 139.00 138.00 139.00 138.00 139.00 138.00 139.00 138.00 139.00 138.00 134.30 133.30 135.32 133.97 138.12 136.63 138.00 136.44 134. 71 133.10 133.64 133.10 133.64 133.10 CONCEPTUAL WATER CONSERVATION PLAN REMARKS BEGIN WALL ----- END WALL ----- BEGIN WALL BEGIN WALL ----- END WALL BEGIN WALL ----- END WALL BEGIN WALL SHEET170F22SHEETS I SOP 2020-0005 STA . SEE I RIM E "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." M,il/;(!/;t/1 I 2-29-20 CHARLES TROWBRIDGE DATE LEGEND C OF OCEANSIDE MAI.RON ROAD ,. P.I.Q. VICINITY NOT TO SYM. BOTANICAL NAME COMMON NAME SIZE SPCNG PLANT FACTOR GROUNDCOVER HYDROZONE ONE ( -LOW WATER / HYDROZONE . . . . . -. . . . . . .. -. . . . . -... . . . . . -. . . . .. . -. . . . . . .. --... --. . .. -.. ---. . . . ..... . . . . -. , . . . .. .. -. . . . . -.... MYOPORUM LANDSCAPE AREA WITH AGUANAGA 'FOREST FLOOR' MULCH I GAL 4' O.C. LOW WATER HYDROZONE 3" THICK LAYER LOW WATER HYDROZONE HYDROZONE TWO -MOD WATER + + + + + + + + + ACHILLEA MILLEFOLIUM, CAREX SUBFUSCA, FESTUCA RUBRA, + + + + + JUNCUS MEXICANA, JUNCUS PATENS, LEYMUS CONDENSATUS + + + ..;.. : + + . 'CANYON PRINCE', MUHLENBURGIA RIGENS, CAREX PRAEGRACILIS I GAL 3' ¢ 4' O.C. MOD. WATER HYDROZONE MISCELLANEOUS EXISTING LANDSCAPE$ IRRIGATION PROTECT-IN-PLACE WASHED PLAY SAND -MIN. I 2" THICK,; I 5 s.f. POURED IN PLACE RESILIENT PLAY SURFACING I ,5 I 5 s.f. PERMEABLE CONCRETE PAVERS 5,815 s.f. SYNTHETIC TURF 2,GOO s.f. ENGINEERED WOOD FIBER -MIN. I 2" THICK 2,380 s.f. NOTE: ALL IRRIGATION SYSTEMS SHALL BE DESIGNED TO USE NON-POTABLE, TREATED RECYCLED WATER WALL STD. C-2 C-2 C-2 C-2 C-2 C-1 C-1 C-1 C-1 C-1 C-1 C-2 WATER CONSERVATION STATEMENT THE IRRIGATION DESIGN FOR THIS PROJECT WILL INCORPORATE WATER EFFICIENT IRRIGATION EQUIPMENT THAT UTILIZES STATE OF THE ART TECHNOLOGY TO PROVIDE THE CORRECT AMOUNT OF WATER, AT THE RIGHT LOCATION, AT THE APPROPRIATE TIME OF DAY/ NIGHT, FOR THE NECESSARY DURATION REQUIRED TO FOR A HEALTHY AND VIABLE LANDSCAPE. THE IRRIGATION SYSTEMS WILL CORRESPOND TO THE ORIENTATION OF THE PLANTING AREAS IN RELATION TO THE EXPOSURE TO THE BUILDING. THE MAJORITY OF THE LANDSCAPE WILL BE IRRIGATED WITH SUBSURFACE DRIP IRRIGATION AND "POINT SOURCE" DRIP EMITTERS PLACED AT INDIVIDUAL PLANT LOCATIONS TO MAXIMIZE THE EFFICIENCY BY PROVIDING WATER DIRECTLY TO THE ROOT ZONES AND THEREFORE GREATLY MINIMIZING ANY WATER LOST TO RUNOFF, EVAPOTRANSPIRATION OR WIND DRIFT. THE PROPOSED CONTROLLER WILL BE A WEATHER BASED CONTROLLER TO UTILIZE DATA FROM THE WEATHER SATELLITES IN REAL TIME TO ADJUST THE IRRIGATION CYCLES TO CORRESPOND WITH CURRENT WEATHER CONDITIONS TO OPTIMIZE THE USE OF OUR WATER RESOURCES. 0 SCALE SCALE: 1 "= 20' -0" 20 40 60 CHARLES TROWBRIDGE AND ASSOCIATES 80 MAP IRR WATER NON-POTABLE NON-POTABLE NON-POTABLE N.A.P. NON-IRRIGATED NON-IRRIGATED NON-IRRIGATED NON-IRRIGATED NON-IRRIGATED CHILDRENS PARADISE, 3335 MARRON RD., QUARRY CREEK, CARLSBAD, CA. 8-10-21 17901 ROMELLE AVENUE SANT A ANA, CA. 92705 PH (714) 532-3663 FAX (714) 532-3667 chas2.cta@gmail.com LANDSCAPE ARCHITECTURE LIC. # 2242 L-2 I ( ! ·;.,. -'·;., •;. •.;. ~;. ~; .. ,.•;,! •;,, •;.., ·;., •.;., ·.,--, •,!~ • F:· >'"~• '1!' ,;._o.:,;._ :;::--:.;. .,_..i._ .. _..., .. _.1_.,_.._ l. .. i. ,.i. .• .i.. ,& .i.. .• l . .i ,.L .... -J.--Jj~l---------==-:----:---=-:::-=--=----~s----l--1 ----,.,S"""T A.----4'+-;--;,;1 0cs---.E=--;-X;,;I S::;-:T;:--. ------- ST A 4+80.S 8 4 2" IRRIGATION SERVIC EXIST. F.H. 3 .o RR .., . : .21 PRESCHOOL ""'" HC HC PRESCHOOL ""'" HALLWAY ' 66SF EMPLY JLAUNDJ STOR. 151lSF HC EV EV RECEPTION sroRle==t7iri 137SF 6SSF OFFICE SOSF PRESCHOOL """ EXIST. 8" PVC S PER DWG. 484-5 ""=#-=~~=='==-EXISTING RAISED MEDIAN 2 PER COC DWG 484-5 v· ._. !'' ..... . . . . ... . . . . . --... . t tt~:;:;:;:;:rFffi::::: rlH'1 .. : ::::::: -·, Ii~\ """!"'=='======5 PRESC PAD = = PRESCHOOL 848S~ BLDG AREA = 119 0 S.F. PRl:SCHOOc.. PRESCHOO<. &12 SF S43SF ~ 10BSF TODDLER "'" INFAN"'" 350SF INFANT 24TSF CONCEPTUAL FIRE PROTECTION PLAN CHILDRENS PARADISE, 3335 MARRON RD., QUARRY CREEK, CARLSBAD, CA. STA · SEE t RIM E ( / / SHEET180F22SHEETS I SOP 2020-0005 SYM. PACIFIC OCEAN NOT TO VICINITY MAP FUEL MODIFICATION ZONES ZONE A-1 ZONE A-I MEASURED 20'-0" OUT FROM THE BUILDING. PLANTS SHALL BE FIRE RESISTIVE. NO TREES OR SHRUBS ABOVE THREE FEET. IRRIGATED. NO SOLID FUEL FIRE FITS OF FIREPLACES. ONLY NONCOMBUSTIBLE PATIO COVERS . ZONEA-2 ZONE A-2 MEASURED 20'-0" OUT FROM ZONE A-1. SLOW BURNING/ LOW FUEL PLANTS. NO TREES. IRRIGATED. ZONEA-3 ZONE A-3 MEASURED 20'-0" OUT FROM ZONE A-2. SLOW BURNING/ LOW FUEL PLANTS. TREE CANOPIES SPACED 20'-0" APART. IRRIGATED. LEGEND BOTANICAL NAME COMMON NAME SIZE GROUNDCOVER ....... ,.... ,...... ....... ; ; I I · , r'r-',',......[;-', -"...J...,r' ,f"' ~,f"'..r MYOFORUM FAR 'FUTAH CREEK' r•rr-3rrr 7 ,r _r _r ~ ,r~ MYOPORUM I GAL + + + + + + + + + + + + + + + + + + + + + + . . . .. -. . -. . . . . . . -. . . .... ············ • • • • • • • < • • r • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .... . . . . . . . . . -.. . . . . . . . . . . .. . . -. . . . . . . .. . . . . . . . . . . . . . -. . . . . . -... MISC. 8-10-21 ACHILLEA MILLEFOLIUM, CAREX SUBFUSCA, FESTUCA RUBRA, I GAL JUNCUS MEXICANA, JUNCUS PATENS, LEYMUS CONDENSATUS 'CANYON PRINCE', MUHLENBURGIA RIGENS, CAREX PRAEGRACILIS LANDSCAPE AREA WITH AGUANAGA 'FOREST FLOOR MULCH EXISTING LANDSCAPE it IRRIGATION PROTECT-IN-PLACE WASHED PLAY SAND -MIN. I 2" THICK GI 5 s.f. POURED IN PLACE RESILIENT PLAY SURFACING I ,5 I 5 s.f. PERMEABLE CONCRETE FAVERS 5,815 s.f. SYNTHETIC TURF 2,GOO s.f. ENGINEERED WOOD FIBER -MIN. 12" THICK 2,380 s.f. 0 SCALE: 1 "= 20' -0" ~---1 20 40 60 CHARLES TROWBRIDGE AND ASSOCIATES 17901 ROMELLE AVENUE SANTA ANA, CA. 92705 80 PH (714) 532-3663 FAX (714) 532-3667 chas2.cta@gmail.com LANDSCAPE ARCHITECTURE LIC. # 2242 3" THICK LAYER L-3 I I I I \ I ... .. ... .. .. -- I STA 4+10 -EXIST. 2" IRRIGATION SERVICE I I r ( I I I --/---:+~--+--!-Kv---~~---:;;-:;~w1-~5 STA 4+80.68 ~STA 4+10 -EXIST. 2" IRRIGATION SERVIC EXIST. F.H. \ f:""ARTHWnRK OUANTIT/fS )JfAR PRESCHOOL 843SF . . . . . -. , .... ··.·-· PRESCHOOL =se 1-tA.l.LWAY CONCEPTUAL MAINTENANCE PLAN PRESCHOOL "' " EXIST. 8" PVC SE ER MAIN PER DWG. 484-5 s "-=#="'===">==,,b=~EXISTING RAISED MEDIAN PRESCHOOL B48SF PER C0C DWG 484-5 " 10BSF FL=140.59 TODDLl=R "'" INFANT 247SF PRESC PAD= = BLDG AREA = 119 0 S.F. RE61ROOM 100SF PRESCHOOL 842SF . . PRESCHOOL """ . . . . . -, ~:'.,,,7:•·,r ..... · ... :.: INFANT 350SF CHILDRENS PARADISE, 3335 MARRON RD., QUARRY CREEK, CARLSBAD, CA. SIA l+UU.U SEE COC Dv RIM EL=(14' 8-10-21 EL 21 2: CH SHEET 19 OF 22 SHEETS I SOP 2020-0005 PACIFIC CITY OF ENCINITAS VICINITY MAP NOT TO MAINTAINANCE RESPONSIBILITY MAINTAINED BY PROPERTY OWNER MAINTAINED BY ASSOCIATION MAINTAINED BY QUARRY CREEK ASSOCIATION LEGEND SYM. BOTANICAL NAME COMMON NAME SIZE GROUNDCOVER + + + + + + + + + + + + + + . . . . . . . ... -. . . . . . -... -.. ·······•···· . . . . . . . . . . . . . . . . . . . ... -. . . . . . -.. -. . " . . . . . . . ..... . . . . ... -. . . . ······-····· . . .. -.. --. . . . . . . . . . ..... . . .. -... -. . . MISC. MYOPORUM PAR 'PUTAH CREEK' MYOPORUM I GAL ACHILLEA MILLEFOLIUM, CAREX SUBFUSCA, FESTUCA RUBRA, I GAL JUNCUS MEXICANA, JUNCUS PATENS, LEYMUS CONDENSATUS 'CANYON PRINCE', MUHLENBURGIA RIGENS, CAREX PRAEGRACILIS LANDSCAPE AREA WITH AGUANAGA 'FOREST FLOOR MULCH 3" THICK LAYER EXISTING LANDSCAPE$ IRRIGATION PROTECT-IN-PLACE WASHED PLAY SAND -MIN. I 2" THICK GI 5 s.f. POURED IN PLACE RESILIENT PLAY SURFACING I ,5 I 5 s.f. PERMEABLE CONCRETE PAVERS 5,815 s.f. SYNTHETIC TURF 2,GOO s.f. ENGINEERED WOOD FIBER-MIN. 12" THICK 2,380 s.f. SCALE: f "= 20' -0" SCALE 20 '----40 60 CHARLES TROWBRIDGE AND ASSOCIATES 17901 ROMELLE AVENUE SANTA ANA, CA. 92705 80 PH (714) 532-3663 FAX (714) 532-3667 chas2.cta@gmail.com LANDSCAPE ARCHITECTURE LIC. # 2242 L-4 3830 CALLE FORTUNADA. SAN DIEGO, CA 92123 877-776-1911 CCTV EXTER OR LAYOUT ·c. Network Video Server ·1 Spot Monitor VMS Client Software on Clients PC ·- '· ' '\ '•~~ . ., i \\ • (o! ~ t ' J_! • J 1, / / • • .{{,<,..,,._..,,.. ; / l ·' _/ / -· y. / ; . ~ ' ' 9 1MP HD Dome @ 2MP Dome ~ 3MP Dome --·--•-,_,._,,. --· -- 0 .. 1MP HD Fixed ~ 2MP Bullet VF IR IPOEI ~ 2MP HD Fixed POE SWitch (By Customer) liii!f I ENC I 3MP HD Fixed IP Encoder ~ CHILDREN'S PARADISE, INC 3335 MARRON RD, CARLSBAD, CA 92009 jADAI j I / I/ l I I c 6 17 . - 20 40 60 -180 Degree Dome ~ POE Injector ' . <J Approx FOV -\SY JP? ,;::~- I 'v,"Cf i<ll ~ ,,:,Y.ci.1 ® ~- Analog Dome Analog Outdoor fR llluminator System Layout I I • I I SHEET SOP 2020-0005 20 OF 22 SHEETS SEC-01 AOT Commercial 3830 CALLE FORTUNADA. SAN DIEGO, CA 92123 858-688-8529 Ri ser Diagram - ' I ~ I -----+-- ' ----+-- ,~ 'ti'~., ___ I _--+-- I B f-- --i g - - I -I I - I BURGLAR AND ACC LAYOUT □ Control Panel Keypad d Cell Back Up -. /~--1 10 I' ,f,!lfl. <!> @- :x,: =0 E'.i:H:-:·L-' -j 3 ~ ----'+ --+-----t------ ----t+, -+----1-----L Dr/Window Contact @] Release Button DVR PIR Sensor @ Audible Keypad Reader PIR Ceiling Acces s Reader Exp Module CHILDREN'S PARADISE, INC. 3335 MARRON RD, CARLSBAD, CA 92009 8 ·--1 _...!.!.C:,, I 0 10 20 30 Power Power Supply Supply ~))) SIREN <B> Relay Module - SHEET I 10 I-- s I-- ~ I SOP 2020 -0005 21 OF 22 S HEET S S EC -02 A~T Commercial 3830 CALLE FORTUNADA. SAN DIEGO, CA. 92123 877-776-1911 .,....,r.,. ~-r .,,_\ \.._.,. ~~ .bt ~ , • -. I ''li'J.!:1"\ t:_., ... j • f-• r • • -------i-- 1 ___ I _ CCTV NT ER OR LAYOUT le= o I Network Video Server ~ 0 Spot Monitor ~ ~ ~ VMS Client Software on Clients PC -I l3 1--- rl 9 - :::: b~ f"II - -I I - - - --+------'+ --+--- --+-----+-1-' -+---' 1MP HD Dome 1MP HD Fixed 103 1 2MP Bullet VF IR 2MP Dome 2MP HD Fixed I POE I POE Switch (By Customer) 3 MP Dome ll!iiiii """""° 3MP HD Fixed ENC IP Encoder CH ILDREN'S PARADISE, IN C 3335 MARRON RD, CARLSBAD, CA 92009 0 10 20 30 SOP 2020 -0005 S H EET 22 OF 22 S HEET S 180 Degree Dome ~ Analog Dome § POE Injector JP? Analog Outdoor \>. '1 <J Approx FOV DC>; IR llluminator t:> ~. Sy stem Layout NORTH I -~ - - ·---1-~ " 11 I" ...... _ I \ .J ,- [>; ~ ~ = ~ 1W321 . ' mf , r1 l \. .J r1-:--:-----, S EC -03 ... i Ii 'll..JJ r-~· ••; 1 !~•flj '"'" isl HiiF::.1 ~ 5 RC-1 RT-I M-4 RC-1 21'-6.S"-- M-1 22'-10"-- r = ™ l EAST ELEVATION 26'-6" ------ FINISH LEGEND: CEMENT PLASTER: CP-1 BY OMEGA-AKROTIQUE TO MATCH OR EQUAL OMEGA COLORTREK 37 ROCK GREEN PAINT: P-1 SHERWIN WILLIAMS SW6458 WINDOW SHUTTERS/DOORS T-1 RC-! ROOF TILE: RT-1 CARMEL BLEND BY BORAL STOREFRONT SYSTEM: SF-1 CLEAR ANODIZED ALUMINUM BY ARCADIA, COLOR TO MATCH OR EQUAL SHERWIN WILLIAMS SW6458 DOORS/WINDOWS CP-1 CP-1 SF-! S-1 S-2 P-2 NORTH ELEVATION 21'-6.5" P·l CP-1 SOUTH ELEVATION METAL: M-1 STANDING SEAM ROOF COLOR: AWARD BLUE BY BERRIDGE DOOR CANOPY M-2 LASER CUT METAL PANEL BY PARASOLEIL-COLOR TO MATCH SHERWIN WILLIAMS SW6458 M-3 DECORATIVE WROUGHT IRON WINDOW GRILL 1.q .I I I I J M-4 COLOR: ESPRESSO BY RUSTOLEUM TRELLIS TILE: T -1 8"X8" MEROLA BY DAL-TILE ACCENT AT NICHED WINDOWS SF-1 RC·l CP·l M-2 2 T-1 WEST ELEVATION GLASS FIBER REINFORCED CONCRETE: RC-1 COLOR-TO MATCH S-2 WINDOW TOP & BOTTOM MOULDING/ CORNICES/ORNAMENTAL DETAILING STONE: S-1 TO MATCH EXISTING RESIDENTIAL DEVELOPMENT MONUMENT SIGN S-2 TO MATCH EXISTING RESIDENTIAL DEVELOPMENT MONUMENT SIGN 20'-6" T-1 KEY NOTES: 1. VINE TRELLIS 2, RECESSED WINDOW W/ METAL GRILL WORK 3. GFRC ORNAMENTAL DETAILING W/ DECORATIVE TILE INSET 4. SIGNAGE BY OTHERS 5. METAL DOOR-PAINTED SHERWIN WILLIAMS TO MATCH P-1 --20'-6" 0..1"ERIOR ELEV A IC"" 5 10-24-21 09 3l! hH::._ •• c,· ._,,,. ... 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