STAMP CRESTVIEW HOUSE REVISIONS 2058 CRESTVIEW DRIVE LAGUNA BEACH CA 92651 SITE PLAN PROJECT NUMBER 001 DATE 05.22 SCALE N/ASHEET NO. A-1.0 1 of 28 1 PLANNING 12.31.19 2 FIRE DEPARTMENT 02/21/20 3 PLANNING 02.18.22 3299 221.93 49.43 852.85 221.93 49.43 852.85 (106) (102) (96) (98) (100)(104) (94) (92) (90) (88) (108) (110) (112) (114) (116) (118) (120) (122) (124) (126) (128) (130) (132) (134) (110)(112) (108) (106) (122) (124)(126) (120) (114) (116)(118) (136) (128)(130) (132) (134) (136)(138)(140)(142) (144)(146)(148) (150) (152) (154) (156) (102) (104) 157.0' PROPERTY CORNER 137.6' PROPERTY CORNER 128.13' 138.50' (N)RET.WALL 5% SITE PLAN SCALE 18"=1'-0" 120' (N)RET.WALL 113' 26'-6" 8'-0" (90.5) 85.0 (100.0) 85.56 18'-10" 10' MIN. 16' MIN. 3.5' 4'1"14' 100.0' PROPERTY CORNER (SW PROPERTY CORNER)
E.P.
81.41 CL
CL
E.P.
CRESTVIEWE.P.
FD. 3/4" I.P.
82.92 82.5
84.56 84.31
81.60P. CL
EXISTING POWER POLE MANHOLE RIM: 81.28
E.P. 82.91 83.80' MIDPOINT AT CL OF STREET (RIGHT OF WAY) 83.68' DRIVEWAY ELEV. AT PRPPERTY LINE LS3064 EXIST. SLOPE EXIST. SLOPE EXISTING ASPHALT PAVEMENT EXIST. EDGE OF EXISTING ROAD (FIXED DATUM) 83.00' AT MIDPOINT82.30' ADD NEW BASE AND PAVING TO MEET 26' ROAD WIDTH REQUIREMENT FOR POWER CONNECTION END OF EXISTING PAVING MATCH NEW PAVING WITH NEXT DOOR PROPERTY STREET IMPROVEMENT EXISTING NEIGHBOR'S RET. WALL TO BE DEMOED IN THE CITY STREET R.O.W EXISTING ASPHALT PAVEMENT DRIVE CL. PAVE FD 1" I.P. 86.0' PROPERTY CORNER (E) UTILITY BOX T.ODRIVEWAY 88.80 3"DIAM. WEEP HOLES F.F.104.68 CURB END106.5' CONCR.T.O T.O.W 113.0'T.O.W 108.0' F.G.104.0' T.O.W 106.5' 2:1 F.G.106.0' F.G.108.5' T.O.W 112.5' T.O.W 119.0' 2:1 2:12:1 LOW GRADE SWALE 113.25' BOTTOM OF WINDOWS 119.0 117.0' 2:1
2:1 F.G.120.0' 5% F.G.122.5' T.O.W127.5'
4' F.G.129.0' T.O.W 135.0' T.O.W136.0' T.O.W134' 2:1
SLOPE
5%MIN LANDSCAPING WALL T.O CONCR. 119.0' WALL END. T.O. WALL EL. 118.5' GRADE EL.118.5' F.G 119' 5%MIN SLOPE ROOF OF PRIMARY STRUCTURE DECK 1 GARAGE BELOW DECK 2 DECK 3 FD. 3/4" I.P. LS3064 FD. 1" I.P. LS3064
FD. 3/4" I.P.
40.00'
16' 16' GARAGE DOOR SHEET INDEX A-1.0 SITE PLAN SURVEYING PLAN BY JOY CIVIL ENGINEERING A-1.1 PROJECT INFORMATION A-1.2 PROJECT LOCATION PLAN A-1.3 GRADING PLAN A-1.4 STAKING PLAN A-1.5 LANDSCAPING PLAN A-1.6 EXTERIOR LIGHTING PLAN A-1.7 STREET PARKING FD-1 FIRE ACCESS PLAN A-2 GRID PLAN A-3.0 GARAGE FLOOR PLAN A-3.1 GARAGE FLOOR AREA CALCULATIONS A-4.0 FLOOR PLAN FIRST LEVEL A-4.1 FIRST LEVEL FLOOR AREA CALCULATIONS A-4.2 SLAB PLAN LEVEL 1 A-5.0 FLOOR PLAN SECOND LEVEL A-5.1 SECOND LEVEL FLOOR AREA CALCULATIONS A-6.0 FLOOR PLAN THIRD LEVEL A-6.1 THIRD LEVEL FLOOR AREA CALCUALTIONS A-7.0 ROOF PLAN A-8.0 SOUTH ELEVATION A-8.1 NORTH ELEVATION A-8.2 WEST ELEVATION A-8.3 EAST ELEVATION A-9.0 SECTION 1 A-9.1 SECTION 2 A-9.2 SECTION 3 A-9.3 SECTION 4,SECTION 5 NOTE: 1) ALL UTILITIES TO BE ROUTED UNDERGROUND TO THE NEAREST UTILITY BOX. 2) RESIDENTIAL, FIRE SPRINKLERS ARE REQUIRED 3) FENCING, LANDSCAPING OR GRADING WITHIN SANITARY SEWER EASMENT SHALL COMPLY WITH THE CITY OF LAGUNA BEACH MEMO DATED JAN. 1, 2000 BY STEVE W. MAY - CITY ENGINEER. "SEE SHEET FD-1 FOR LBFD CODE REQUIREMENTS" 7' SYS PLLCRM NAME RM # AREA SYMBOLS PROJECT DESCRIPTION NEW 3 STORIES SINGLE FAMILY RESIDENCE WITH ATTACHED GARAGE TO AN EXISTING VACANT LOT. PROJECT DATA APN 644-291-70 ZONE DCSP OCCUPANCY R/3/U CONSTRUCTION TYPE VB FULLY SPRINKLED NUMBER OF STORIES 3 W/ATTACHED GARAGE SQUARE FOOTAGES FIRST FLOOR LIVING (ADU) 205.28 SF SECOND FLOOR LIVING 836.11 SF THIRD FLOOR LIVING 880.00SF TOTAL LIVING 1,921.39 SF GARAGE 476.67 SF FIRST FLOOR DECK 472 SF SECOND FLOOR DECK 179 SF THIRD FLOOR DECK 65 SF TOTAL DECK 716 SF OUTSIDE WALKWAY/STAIRS 314 SF LOT AREA 6,450 SF BUILDING FOOTPRINT AREA 1,523 SF PROPOSED LOT COVERAGE 23.6% ALLOWABLE LOT COVERAGE 35+(((8,000-6450)X9)/4000 =38.5% CODE DATA: THIS PROJECT SHALL COMPLY WITH THE 2019 CBC,CMC,CPC & CEC,CRC,CAL-GREEN,CALIFORNIA TITLE 24 ACCESSIBILITY REGULATIONS,2019 TITLE 24 ENERGY REGULATIONS,CITY ORDINANCES,AND STATE AND FEDERAL LAWS AND REGULATIONS AVERAGE LOT DEPTH 133.0' +- R=82.85 L=40.00' 7'-7.5"
SYS
14'-10" VICINITY MAP FYSB/RYSB CALCULATION: PROJECT SITE MAGNETIC ASSUMED C.B. (156) 156 E.P TOWCL FSFG LEGEND: EXISTING TOPO. CONTOURS FINISHED TOPO. CONTOURS CATCH BASIN DRAINAGE TROUGH (SWALE OR CLOSED DRAIN) END OF STREET PAVEMENT TOP OF WALL CENTER LINE FINISHED SURFACE EXISTING GRADE FINISHED GRADE DIRECTION OF SLOPE EG T.O.W 134' T.O.W 132.0' F.S 122.5' F.G.121.0' LANDSCAPE STEPS T.O.W 95.0' PLANTER DRIVEWAY F.F EL.88.17' T.O 101.66' T.O 91.05' 2ND STORY DECK CANTILIVER 1'-7" 1'-9" 3RD STORY CANTILIVER 3'-0" 8'-0" 2/A-9.1 A-8.2 A-8.1 A-8 A-8.3 1/A-9 3/A-9.2 4/A-9.3 5/A-9.3 1 EDGE OF DRIVEWAY' 5'-5" 1 1 NARROWEST DIST.BTWN PL AND GARAGE 1 1 FIRE ACCESS NON-COMBUSTIBLE STAIRS SEE SHEET FD-1 1 1 1 1 1 FIRE ACCESS STEP 3' MIN. 1 1 F.G 108.0' 1 56'-0"AVERAGE REAR SET BACK 4" DIAM. SEWER LINE CONNECTION TO EXIST. CITY SEWER LINE OR NEW SEWER LINE IN THE CITY EASEMENT 1 3'-0" EASEMENT ACCESS UNDERGROUND SANITARY SEWER AND STORMDRAIN AND 7'-0" TOTAL OF ACCESS NON-EXCLUSIVE EASEMENT RIGHT OF WAY 7'-0" ACCESS EASEMENT 1 21' C.L CITY MAPPED OLD WATERCOURSE 1 0 END OF WALL 86.3' T.O DRIVEWAY 1 T.O.W 102.0' 1 87.80' T.O DRIVEWAY 108.0' T.O. WALL 1 ALTERNATIVE LOCATION FOR 6'X4' TRASH BIN COMPARTMENT ALTERNATIVE LOCATION FOR 6'X4'X6' HIGH TRASH BIN COMPARTMENT X X' 4'-0" 6'-0" SECTION X-X' NTS SOIL ABOVE DOOR TO MATCH GARAGE DOOR T.O.W 95.0' 2 A IF THE AVERAGELOT DEPTH IS 131.50' THEN 40% X 131.50'=52.60' B IF THE MINIMUM FYSB (HOUSE)=8'AND IF 52.6'=FYSB+RYSB THEN RYSB=52.6'-8'=44.6' C THEREFORE THE "REQ/ALLOWED"FYSB=8' (HOUSE);5' (GARAGE) AND RYSB=44.6'
61.54' 3' 5'(GAR) FYSB
8'(HOUSE) FYSB MAIN CONCRETE. RET.WALL SECONDARY CONCRETE RET/LANDSCAPING WALL 1 1 CORTEN STEEL CORTEN STEEL 1 1 5' 5'SY SB 1 44'-6"RYSB 5'SYSB 1 AC CONDENSER RHEEM RP1448A 35"X33.75"X33.75" 55 DB WITH TIMER PROVIDE INTERNAL SOUND BLANKET AND SHOCK ABSORTION PAD 1 CL EXIST. PAVED AREA CL CRESTVIEW DRIVE ROW 3 3 20'-0" 3 3 3 3' 20'-0" 10% SLOPE 3 44'-6" 2/A-9.1 A-8.2 A-8.1
A-8 3/A-9.2 5/A-9.3
D/A-1.3 3 (*)EXISTING TEMPORARY TERRACE DRAIN EXCAVATION SUBJECT TO CHANGE IN CONNECTION TO DEVELOPMENT OF THE PROPERTY BY THE OWNER.PER EASEMENT AGREEMENT ORANGE COUNTY RECORDING BK13743 PG 1986-1990 DRIVEWAY WALL VIEW NTS
24.2' T.O.W 113.0' T.O.W 102.0' 7' 6' 6' 8' TRASH BIN COMPARTMENT 88.8' TOP OF DRIVEWAY CONCRETE (TYP) SMOOTH FINISH
15.7' 86.3' T.O FINISHED GRADE CORTEN STEEL 1
4' 4' 4' 4' 4' 4' 5'-0"
4'
10'-0" PLANTER LIVE ROOF 5%MIN SLOPE 44'-6" RYS LINE UP UP 1' 5'-5"
12' CONCR. LANDING OWNER/APPLICANT JZMC,LLC 300 E. 23RD.STREET COSTA MESA ,CA 92627 949-244-4423 ARCHITECT FREELANDBUCK 724 S.SPRING STREET LOS ANGELES CA 90014 (323)540-4346 FAX (323)570-0846 [email protected] STRUCTURAL ENGINEER JZMC,LLC 300 E. 23RD.STREET COSTA MESA ,CA 92627 949-244-4423 CIVIL ENGINEER JZMC,LLC 300 E.23RD.STREET COSTA MESA,CA 92627 949-244-4423 GEOTECHNICAL ENGINEERING KEITH TUCKER CONSULTING GEOTECHNICAL ENGINEER 9032 CHRISTINE DRIVE HUNTINGTON BEACH ,CA 92646 ARBORIST GUY STIVERS 160 CENTENNIAL WAY SUITE 3 TUSTIN ,CA 92670 714-838-9811 TOPOGRAPHIC MAP JOY CIVIL ENEGINEERING 9681 GARDEN GROVE BLVD #205 GARDEN GROVE CA 92844 7143235795 FREELANDBUCK Attachment 3 118
119
STAMP CRESTVIEW HOUSE REVISIONS 2058 CRESTVIEW DRIVE LAGUNA BEACH CA 92651 PROJECT SHEET NO. A-1.1 INFORMATION 3 of 28 1 PLANNING 12.31.19 PROJECT NUMBER 001 DATE 05.22 SCALE N/A 3 PLANNING 02.18.22 CRESTVIEW DRIVE C R=82.85' L=40.00' C C MAGNETIC ASSUMED A) CONSTRUCTION EQUIPMENT PARKING B) CONSTRUCTION MATERIALS C) CONSTRUCTION PARKING SPACES D) GARAGE AREA FOR TEMPORARY STAGING 1 @ 10' X 20' 1 @ 15' X 20' 9' X 20' EACH 17.33' X 18' D E.P. 81.41 CL CL E.P. FD 1" I.P. E.P. 82.92 82.5 84.56 84.31 81.60P. CL FD. 3/4" I.P. LS3064 EXISTING RETAINING WALL PROTRUDING INTO CITY ROW AT 2100 CRESTVIEW DRIVE AREAS TO BE TEMPORARY, SHORED AND GRADED FOR PARKING AND MATERIALS. SHORING TO BE APPROVED BY BUILDING AND SAFETY. CONSTRUCTION STAGING PLAN PLAN SCALE 3/16"=1'0" EDGE OF EXISTING ROAD A C (N)RET.WALLS 5' MAX. HIGH. (N)LANDSCAPING WALL 3' HIGH MAX. DECK 1 DECK 3 PRIMARY STRUCTURE
DECK 2
8'-8" CITY R.O.W GARAGE AREA BELOW FIRE ACCESS PATH FIRE ACCESS PATH 1 1 ACCESS TO STAGING AND CONSTRUCTION DRIVE 85.17' DRIVEWAY ELEV. AT PRPPERTY LINE 88.17' ADD NEW BASE AND PAVING TO MEET 26' ROAD WIDTH REQUIREMENT SIDE YARD SETBACK/ GARAGE FLOOR PLAN SCALE 14"=1'0" 20'2" 20'4" FD. 3/4" I.P. LS3064 EXISTING NEIGHBOR'S WALL (2100 CRESTVIEW DR) TO BE DEMOLISHED-PART IN THE CITY ROAD R.O.W EDGE OF EXISTING ROAD (N)RET.WALLS 5' MAX. HIGH. PL PROPERTY CL CITY R.O.W PL 8'-8" NARROWEST DIST.BTWN PL AND GARAGE 1 15% SLOPE MAX 10% SLOPE 5'5"
6'5"
10'11"
CRESTVIEW
DRIVE
R=82.85' L=40.00' GRADIENT DRIVEWAY 15%/10% MAGNETIC ASSUMED THE PROPOSED RESIDENTIAL DESIGN CONFORMS TO THE EXISTING TOPOGRAPHY IN THAT IT IS ALIGNED WITH MAJOR SE/NW DOWN SLOPE AND ITS MASS IS STEPPED DOWN THE SLOPE IN DESCENDING LEVELS AND ROOF LINES. THE EXISTING TOPOGRAPHY AT THE FRONT PROPERTY LINE ENCROACHES THE EDGE OF THE TRAVEL LINE ON CRESTVIEW DRIVE LEAVING MINIMAL PAVED SHOULDER BEYOND THE TRAVEL LINE. THE NORTHWEST-FACING PARCEL IS FAIRLY STEEP (1.7:1) AND IS SURROUNDED ON ALL SIDES BY EXISTING RESIDENCES: ELEVATIONS RANGED FROM 86 FEET AT THE SITE'S NORTHERNMOST POINT POINT (AT CRESTVIEW DRIVE) TO 157 FEET AT THE SOUTHERNMOST POINT. THE SITE DOES NOT INCLUDE ANY STREAMBEDS OF SEASONAL DRAINAGE COURSES.THE PROPERTY IS ALREADY IMPARED ON ALL SIDES BY EXISTING DEVELOPMENT AND IS NOT WILDLIFE CORRIDOR AS STATED IN STAFF LETTER FROM JULY 25,2013 "THE PROJECT MITIGATES OR AVOIDS ENVIRONMENTAL CONSTRAINTS OF THE LOT AS IDENTIFIED IN THE SITE-SPECIFIC STUDIES AND/OR OVERLAY MAPS OF HIGH OR VERY HIGH VALUE HABITATS AND UNIQUE GEOLOGICAL FEATURES . NO PROTECTED OAKS TREES OR BLACK WALNUT TREE IS PRESENT WITHIN PROPOSED DEVELOPMENT . SEE PROJECTS SOIL REPORT AND DRAINAGE REPORT FOR OTHER CHARACTERISTICS. NO ROCK OUTCROPPING ON THE PROPERTY SIDE YARD SETBACK/ 5'5" MANHOLE RIM: 81.28 POWER POLE E.P. 81.41 CL CL E.P. FD 1" I.P. E.P. 82.92 82.5 84.56 84.31 81.60P. CL FD. 3/4" I.P. LS3064 REAR YARD SETBACK 49.5' FD. 1" I.P. LS3064 FD. 3/4" I.P. LS3064 20' FRONT YARD SETBACK SLOPE 5'5" 31'1" SIDE YARD SETBACK/ EASEMENT 7'-0" 7' CONSTRAINT ANALYSIS PLAN SCALE 116"=1'0" 2058 CRESTVIEW DRIVE LAGUNA BEACH CA (N)RET.WALLS 5' MAX. HIGH. A EDGE (E)PAVEMENT C FIRE ACCESS PATH FIRE ACCESS PATH 1 1 ACCESS TO STAGING AND CONSTRUCTION VIEW CORRIDOR VIEW CORRIDOR UP 6'-5" UP OWNER/APPLICANT JZMC,LLC 300 E. 23RD.STREET COSTA MESA ,CA 92627 949-244-4423 ARCHITECT FREELANDBUCK 724 S.SPRING STREET LOS ANGELES CA 90014 (323)540-4346 FAX (323)570-0846 [email protected] STRUCTURAL ENGINEER JZMC,LLC 300 E. 23RD.STREET COSTA MESA ,CA 92627 949-244-4423 CIVIL ENGINEER JZMC,LLC 300 E.23RD.STREET COSTA MESA,CA 92627 949-244-4423 GEOTECHNICAL ENGINEERING KEITH TUCKER CONSULTING GEOTECHNICAL ENGINEER 9032 CHRISTINE DRIVE HUNTINGTON BEACH ,CA 92646 ARBORIST GUY STIVERS 160 CENTENNIAL WAY SUITE 3 TUSTIN ,CA 92670 714-838-9811 TOPOGRAPHIC MAP JOY CIVIL ENEGINEERING 9681 GARDEN GROVE BLVD #205 GARDEN GROVE CA 92844 7143235795 FREELANDBUCK 120
STAMP CRESTVIEW HOUSE REVISIONS 2058 CRESTVIEW DRIVE LAGUNA BEACH CA 92651 PROJECT SHEET NO. A-1.2 LOCATION PLAN 4 of 28 1 PLANNING 12.31.19 PROJECT NUMBER 001 DATE 05.22 SCALE N/A3 PLANNING 02.18.22 OWNER/APPLICANT JZMC,LLC 300 E. 23RD.STREET COSTA MESA ,CA 92627 949-244-4423 ARCHITECT FREELANDBUCK 724 S.SPRING STREET LOS ANGELES CA 90014 (323)540-4346 FAX (323)570-0846 [email protected] STRUCTURAL ENGINEER JZMC,LLC 300 E. 23RD.STREET COSTA MESA ,CA 92627 949-244-4423 CIVIL ENGINEER JZMC,LLC 300 E.23RD.STREET COSTA MESA,CA 92627 949-244-4423 GEOTECHNICAL ENGINEERING KEITH TUCKER CONSULTING GEOTECHNICAL ENGINEER 9032 CHRISTINE DRIVE HUNTINGTON BEACH ,CA 92646 ARBORIST GUY STIVERS 160 CENTENNIAL WAY SUITE 3 TUSTIN ,CA 92670 714-838-9811 TOPOGRAPHIC MAP JOY CIVIL ENEGINEERING 9681 GARDEN GROVE BLVD #205 GARDEN GROVE CA 92844 7143235795 FREELANDBUCK GAINSBOROUGH DRIVE 74 73 72 71 69 146 70 MAIN HOUSE OCCUPIED 2100 2058 777 785 803 145 144 143 59 75 OCCUPIED OCCUPIED GARAGE AREA BELOW 60 CRESTVIEW DRIVE +/-21'-7" +/-32'-0" +/-44'-0" +/-52'-0" OCCUPIED OCCUPIED 821 GAINSBOROUGH DRIVE PROJECT LOCATION PLAN SCALE 332"/1'0" VIEW CORRIDOR VIEW CORRIDOR VIEW CORRIDOR 21'-7"
121
STAMP REVISIONS 2058 CRESTVIEW DRIVE LAGUNA BEACH CA 92651 GRADING PLAN SHEET NO. A-1.3 CRESTVIEW HOUSE PRELIMINARY 5 of 28 1 PLANNING 12.31.19 2 FIRE DEPARTMENT 02/21/20 PROJECT NUMBER 001 DATE 05.22 SCALE N/A3 PLANNING 02.18.22 C.B. (156) 156 E.P TOWCL FSFG LEGEND: EXISTING TOPO. CONTOURS FINISHED TOPO. CONTOURS CATCH BASIN DRAINAGE TROUGH (SWALE OR CLOSED DRAIN) END OF STREET PAVEMENT TOP OF WALL CENTER LINE FINISHED SURFACE EXISTING GRADE FINISHED GRADE DIRECTION OF SLOPE ABANDDONED EXIST. CONCRETE DITCH 7'-0" EASEMENT AND SETBACK (106) (102) (96) (98) (100)(104) (94) (92) (90) (88) (108) (110) (112) (114) (116) (118) (120) (122) (124) (126) (128) (130) (132) (134) (110)(112) (108) (106) (122) (124)(126) (114)(116)(118) (120) (136) (128)(130) (132) (134) (136)(138)(140)(142) (144)(146)(148) (150) (152) (154) (156) (102) (104) 157.0' PROPERTY CORNER 137.6' PROPERTY CORNER 128.13' 138.50' (N)RET.WALL 5% PRELIMINARY GRADING PLAN SCALE 18"=1'-0" 120' (N)RET.WALL 113' 26'-6" 8'-0" (90.5) 85.0 (100.0) 85.56 18'-10" 10' MIN. 16' MIN. 3.5' 4'-1"14'-0 1/2" 100.0' PROPERTY CORNER E.P. 81.41 CL CL E.P. CRESTVIEWE.P. FD. 3/4" I.P. 82.92 82.5 84.56 84.31 81.60P. CL EXISTING POWER POLE MANHOLE RIM: 81.28
E.P. 82.91 83.80' MIDPOINT AT CL OF STREET (RIGHT OF WAY) 83.68' DRIVEWAY ELEV. AT PRPPERTY LINE LS3064 EXIST. SLOPE EXIST. SLOPE EXISTING ASPHALT PAVEMENT EXIST. EDGE OF EXISTING ROAD (FIXED DATUM) 83.00' 82.30' ADD NEW BASE AND PAVING TO MEET 26' ROAD WIDTH REQUIREMENT FOR POWER CONNECTION END OF EXISTING PAVING MATCH NEW PAVING WITH NEXT DOOR PROPERTY STREET IMPROVEMENT EXISTING NEIGHBOR'S WALL TO BE DEMOED FROM THE CITY STREET R.O.W EXISTING ASPHALT PAVEMENT DRIVE CL. PAVE FD 1" I.P. 86.0' PROPERTY CORNER (E) UTILITY BOX T.ODRIVEWAY 88.80 3"DIAM. WEEP HOLES T.O.W 113.0' T.O.W 108.0' F.G.104.0' T.O.W 106.5' 2:1 F.G.108.5' F.G.106.0' T.O.W 112.5' T.O.W 119.0' 2:1 2:1 2:1 LOW GRADE SWALE 113.25' BOTTOM OF WINDOWS 119.0 117.0' 2:1
2:1
5%F.G.121.0' F.G.120.0' F.G.122.5' T.O.W127.5'
4' F.G.129.0' T.O.W 135.0' T.O.W136.0' T.O.W127.5' LANDSCAPE STEPS 120.0' T.O.W122.0' 4' 2:1
2:1
SLOPE
5%MIN LANDSCAPING WALL T.O CONCR. 119.0' 5%MIN SLOPE
61.54'
FD. 3/4" I.P. LS3064
FD. 1" I.P. LS3064
FD. 3/4" I.P.
40.00' T.O.W 100.5' 31'1"
6'3" 16' GARAGE DOOR SITE WORK GRADING OUTSIDE STRUCTURAL FOOTPRINT (CYS) TOTAL (CYS) AVERAGE LOT SLOPE : 34.2% 7' MAGNETIC ASSUMED GARAGE PAD EL. 87.67' PAD EL.104.0' ALL CUT PAD EL.115.0' FILL CUT FIRE ACCESS NON-COMBUSTIBLE STAIRS SEE SHEET FD-1 EG CUT FILL NET EXPORT INSIDE STRUCTURAL FOOTPRINT-INCLUDING GARAGE (CYS) 350 12338 551 69482 1067 81986 84' 85' 86' 87' 88' 108' 110' 112'114' 116' 120' 122'124' 126' 127' 130' 118' 128' 104' 106' 108' 110' 112' 114' 116' 118' 122' 120' 124' 126' T.O.W 127.5' T.O.W 132.0' F.S 122.5' 1 ADJACENT RESIDENCE 1 ADJACENT RESIDENCE 1 ADJACENT RESIDENCE 1 PUBLIC ROW 1660 BB' A A' D D' UNDERSLAB APROX. BOUNDARY OF CUT APROX. BOUNDARY OF CUT 166 CL EXIST. PAVED AREA CL CRESTVIEW DRIVE ROW 3 3 CUT FILL 33 16'-2" 17'-1" 6'-8" WALL END.LANDSCAPING GRADE EL.118.5' F.G 119' OWNER/APPLICANT JZMC,LLC 300 E. 23RD.STREET COSTA MESA ,CA 92627 949-244-4423 ARCHITECT FREELANDBUCK 724 S.SPRING STREET LOS ANGELES CA 90014 (323)540-4346 FAX (323)570-0846 [email protected] STRUCTURAL ENGINEER JZMC,LLC 300 E. 23RD.STREET COSTA MESA ,CA 92627 949-244-4423 CIVIL ENGINEER JZMC,LLC 300 E.23RD.STREET COSTA MESA,CA 92627 949-244-4423 GEOTECHNICAL ENGINEERING KEITH TUCKER CONSULTING GEOTECHNICAL ENGINEER 9032 CHRISTINE DRIVE HUNTINGTON BEACH ,CA 92646 ARBORIST GUY STIVERS 160 CENTENNIAL WAY SUITE 3 TUSTIN ,CA 92670 714-838-9811 TOPOGRAPHIC MAP JOY CIVIL ENEGINEERING 9681 GARDEN GROVE BLVD #205 GARDEN GROVE CA 92844 7143235795 FREELANDBUCK 85.91' 15% MAX. 10% MAX. 84.31 E.P EXISTING 88.17' 88.25' GAR.FS. 1% MIN 84.56 C.L STREET EXISTING 9'-8" 16' EXISTING ASPHALT STREET 88.0' NEW ASPHALT DRIVEWAY IN PUBLIC RIGHT OF WAY NEW GRASS PAVE-2 SYSTEM DRIVEWAY 88.45' GAR.FS. 16'-1" PL DRIVEWAY SECTION D-D' SCALE 18"=1'-0" CL
CRESTVIEW VIEW
DRIVE
6"MIN 98.0' 106.0' 108.2' 104.35' TOP OF GARAGE 18'-2" 100 104 108 112 116 120 124 128 132 9692888482 GARAGE PAD 87.7' CL CRESTVIEW VIEW DRIVE 25'-6" PL 21.7' 84.0' 87.8' TEMP. EX=87.5' 21'-7" 10.4' TEMP.EX=87.7' TEMP.EX=96.0' 24' 128.0' BACKYARD CUT AND FILL ATLANDSCAPING WALLS 10' 17' BACK OF THE HOUSE EXCAVATION 10.9' TEMP. EX=105.0' TEMP. EX=107.0' TEMP. EX=105.0' TEMP. EX=114.0' 17' SECTION A-A' SCALE 18"=1'-0" EXISTING GRADE 85.1' 98.0' 106.0' 17'-1" 27'-9" 100 104 108 112 116 120 124 128 (E)GRADE 126.0' 10' VARIES PL 5'
5' PL 3' 7' (E)GRADE 103.0' MIN. SECTION B-B' SCALE 18"=1'-0" T.OW 119.0' F.G 113.0' F.G 104.0' F.G 121.0'F.G 114.0' TEMP.EXC 101.0' 104.0' TEMP.EXC 101.0' 2' 31'-11" DITCH ELEV. 101.5' 122
STAMP REVISIONS 2058 CRESTVIEW DRIVE LAGUNA BEACH CA 92651 STALKING PLAN SHEET NO. A-1.4 CRESTVIEW HOUSE 6 of 28 1 PLANNING 12.31.19
2 FIRE DEPARTMENT 02/21/20 PROJECT NUMBER 001 DATE 05.22 SCALE N/A 3 PLANNING 02.18.22 ABANDDONED EXIST. CONCRETE DITCH 7'-0" EASEMENT (106)
(102)
(96)
(98)
(100)
(104)
(94)
(92)
(90)
(88)
(108)
(110)
(112)
(114)
(116)
(118)
(120)
(122)
(124)
(126)
(128)
(130)
(132)
(134)
(110)
(112)
(108)
(106)
(122)
(124)
(126)
(114)
(116)
(118)
(120)
(136)
(128)
(130)
(132)
(134)
(136)
(138)
(140)
(142)
(144)
(146)
(148)
(150)
(152)
(154)
(156)
(102)
(104) 157.0' PROPERTY CORNER 137.6' PROPERTY CORNER
128.13' 138.50' (N)RET.WALL
5% STAKING PLAN SCALE
1 8"=1'-0" 120' (N)RET.WALL 113' 26'-6" 8'-0"
(90.5)
85.0 (100.0) 85.56 18'-10"
10' MIN.
16' MIN. 3.5'
4'-1"
14'-0 1/2" 100.0' PROPERTY CORNER
E.P.
81.41 CL
CL
E.P. CRESTVIEW
E.P.
FD. 3/4" I.P.
82.92 82.5
84.56 84.31
81.60P.
CL
EXISTING POWER POLE
MANHOLE RIM: 81.28
E.P. 82.91 83.80' MIDPOINT AT CL OF STREET (RIGHT OF WAY) 83.68' DRIVEWAY ELEV. AT PRPPERTY LINELS3064 EXIST. SLOPE
EXIST. SLOPE EXISTING ASPHALT PAVEMENT
EXIST. EDGE OF EXISTING ROAD
(FIXED DATUM)
83.00'
82.30' ADD NEW BASE AND PAVING TO MEET 26' ROAD WIDTH REQUIREMENT FOR POWER CONNECTION END OF EXISTING PAVING MATCH NEW PAVING WITH NEXT DOOR PROPERTY STREET IMPROVEMENT EXISTING NEIGHBOR'S WALL TO BE DEMOED IN THE CITY STREET R.O.W EXISTING ASPHALT PAVEMENT DRIVE
CL. PAVE
FD 1" I.P. 86.0' PROPERTY CORNER (E) UTILITY BOX T.ODRIVEWAY 88.80 F.F.104.68 T.OCONCRETE CURB END T.O.W 113.0' T.O.W 108.0' F.G.104.0' T.O.W 106.5' 2:1 F.G.106.0' F.G.108.5' T.O.W 112.5' T.O.W 119.0' 2:1 2:1 2:1 LOW GRADE SWALE 113.25' BOTTOM OF WINDOWS 119.0 117.0' 2:1
2:1
5% F.G.120.0' F.G.122.5' T.O.W127.5'
4' F.G.129.0' T.O.W 135.0' T.O.W136.0' T.O.W127.5'
4'
2:1
2:1
SLOPE
5%MIN LANDSCAPING WALL T.O CONCR. 119.0' WALL END. T.O. WALL EL. 118.5' GRADE EL.118.5' F.G 119' 5%MIN
SLOPE PRIMARY STRUCTURE DECK 1 DECK 2 DECK 3
61.54' FD. 3/4" I.P. LS3064
FD. 1" I.P. LS3064
FD. 3/4" I.P.
40.00' T.O.W 100.5' 31'1"
16' 16' GARAGE DOOR NOTE: 1. STAKE POINTS NOT INCLUDED IN THIS TABLE FALL BELOW EXISTING GRADE. Pole Number Base Grade Elevation*(Ft) Story Pole Height from Proposed Maximum Base Grade Elevation(Ft) Elevation(Ft) *If standard base grade elevation nails are not feasible because of the existence of rocks, paving or existing structural improvements, then the surveyor or engineer may use an alternative
method of establishing horizontal and vertical
control for story poles that can be observed in
the field. The surveyor or engineer shall describethe control method used directly on the full-size staking plan. Such alternative methods may
include painted markings. It is also recognized
that sometimes it may not be feasible to set
poles due to unforeseen circumstances. In that
case, please identify the story poles that were
not established and an explanation as to the reason.
12345678 (SEE NOTE) 9101112131415161718192020-1 2122 Name of Surveyor or Engineer: Datum Benchmark: Date: Site Address: Story Pole Construction Notes Table 444546474849505152535455565758596061626364656636673768394038424341707169727375 81.28 SMH 07/19 2058 Crestview Drive, Laguna Beach, CA 92651 74 7'
1 9 10 11
8 12 16 1719 15 14 13
6 7
5 4
3 2 18 MAGNETIC ASSUMED
7'
7'
7'
5'-3"
5'-3"
13'-5"
20'-9"
21'-4"
21'-9"
7'-10"
8'-11"
7'-5"
7'-11"
13'-10" 3RD STORY CANTILIVER 3RD STORY POLE CANTILIVER 2ND STORY CANTILIVER 5'-5" C.B. 156 E.P TOWCL FSFG LEGEND: EXISTING TOPO. CONTOURS FINISHED TOPO. CONTOURS CATCH BASIN DRAINAGE TROUGH (SWALE OR CLOSED DRAIN) END OF STREET PAVEMENT TOP OF WALL CENTER LINE FINISHED SURFACE EXISTING GRADE FINISHED GRADE DIRECTION OF SLOPE EG T.O.W 127.5' T.O.W 132.0' F.G.121.0' NON-COMBUSTIBLE STAIRS SEE SHEET FD-1 20-1 1'-7"
1'-9"
2 137.68 137.68 137.68 137.68 137.68 137.68 137.68 137.68 137.68 137.68 130.18 105.16 119.18 119.18 106.5 108.2 108.2 95.0 108.0 119.18 2.MAN MADE DITCH SUBJECT TO LANDOWNER MODIFICATION AS PER BK13743PG 1986 20 UP
6'-5"
5'-5"
18'-7" C032946 Exp.06-30-2024
Z
A
E
W.C
J
J
OW
M
I
C
K
I
A
K
SCIVIL
E
E
F
TS
T
AT
O
E
I N A
N
R I G EEN
CAL
I
FOR
F
D
RO
P
E
S
S
IONA
ER
L
REGI MACIEJ WOJCIECH CZAJKOWSKI
S C032946/06.30.24 02.19.24 2221 115.9 21.8 129.0 8.7 123.2 14.5 124.8 12.9 121.2 16.5 111.5 26.2 112.0 25.7 106.0 31.4 (see note 2) 115.5 22.2 100.0 27.7 103.4 26.8 99.5 5.7 106.7 11.0 117.0 2.2 115.0 -8.5 98.0 10.2 110.8 -2.6 89.2 5.8 114.0 -6.0 114.0 5.2 108.5 18.2 126.68 113.5 5.7 119.18 112.0 7.2 119.18 OWNER/APPLICANT JZMC,LLC 300 E. 23RD.STREET COSTA MESA ,CA 92627 949-244-4423 ARCHITECT FREELANDBUCK 724 S.SPRING STREET LOS ANGELES CA 90014 (323)540-4346 FAX (323)570-0846 [email protected] STRUCTURAL ENGINEER JZMC,LLC 300 E. 23RD.STREET COSTA MESA ,CA 92627 949-244-4423 CIVIL ENGINEER JZMC,LLC 300 E.23RD.STREET COSTA MESA,CA 92627 949-244-4423 GEOTECHNICAL ENGINEERING KEITH TUCKER CONSULTING GEOTECHNICAL ENGINEER 9032 CHRISTINE DRIVE HUNTINGTON BEACH ,CA 92646 ARBORIST GUY STIVERS 160 CENTENNIAL WAY SUITE 3 TUSTIN ,CA 92670 714-838-9811 TOPOGRAPHIC MAP JOY CIVIL ENEGINEERING 9681 GARDEN GROVE BLVD #205 GARDEN GROVE CA 92844 7143235795 FREELANDBUCK 123
STAMP REVISIONS 2058 CRESTVIEW DRIVE LAGUNA BEACH CA 92651 LANDSCAPE PLAN SHEET NO. A-1.5 CRESTVIEW HOUSE 7 of 28 1 PLANNING 12.31.19 2 FIRE DEPARTMENT 02/21/20 PROJECT NUMBER 001 DATE 05.22 SCALE N/A3 PLANNING 02.18.22 PRELIMINARY LANDSCAPE PLAN SCALE 18"=1'-0"MAGNETIC ASSUMED FUEL MODIFICATION: THE PROPOSED NATIVE VEGETATION CONSIST OF LOW FIRE FUEL SPECIES. THE SITE IS SURROUND BY RESIDENTIAL DEVELOPMENT WITH DOMESTICATED, LOW FUEL MODIFIED LANDSCAPES, REDUCING THE POTENTIAL FOR WILDLAND FIRE. IN ADDITION THE PROPOSED VEGETATION SHALL HAVE A PERMANENT IRRIGATION SYSTEM AND RECEIVE REGULAR MAINTENANCE TO REDUCE FIRE FUELS. THE OWNER SHALL PROVIDE THE FOLLOWING FUEL MODIFICATION: 1. BI-ANNUALLY (April & Oct.), THE PROPERTY OWNER SHALL REMOVE ALL DEAD, DYING, HIGH FUEL VEGETATION INCLUDING NATIVE SAGES, ARTEMESIA, BUCKWHEAT, ANNUAL GRASSES AND BROADLEAF WEEDS. OAK LEAF LITTER IS ALLOWED TO REMAIN. 2. ON A MONTHLY BASIS THE OWNER SHALL REMOVE ALL WEEDS ON SITE AND CHECK THE IRRIGATION SYSTEM TO ENSURE PROPER OPERATIONS. 3. THE OWNER SHALL NOT STORE FLAMABLE MATERIALS ADJACENT TO HOUSE WALLS OR UNDER DECKS, EAVES OR OVERHANGS. 4. THE OWNERS SHALL NOT ALLOW SHRUB VEGETATION TO GROW ONTO HOUSE WALLS OR UNDER DECKS, EAVES OR OVERHANGS. NOTES: 1) PROPOSED VEGETATION IS NATIVE TO SOUTHERN CALIFORNIA. AND MOST ARE INDIGENOUS TO THE CITY OF LAGUNA BEACH. 2) LANDSCAPING WILL BE IRRIGATED BY A PERMANENT AUTOMATIC DRIP IRRIGATION SYSTEM. 3) SEE SHEET A-1 FOR ADDITIONAL EXISTING LOT CONDITIONS & LOT INFORMATION NOT TO SCALE SHRUB PLANTING DETAIL ROOTBALL DIA. DEPTH ROOTBALL 2" 2" BERM COMPACTED BASE; NATIVE SOIL CROWN OF SHRUB 1" ABOVE ADJACENT FINISH GRADE ROOTBALL, SET CROWN COMPACT BACKFILL MIX: FINISH GRADE KEEP CROWN OF TREE CLEAR OF MULCH. 2" DEEP MULCH GROUND COVER SHRUB (PER PLAN) 2x 15% BY VOL. GOOD QUALITY HUMUS/COMPOST 1/8 POUND OF AG. GYPSUM ROOTBALL TREE PLANTING DETAIL SLOPE VEGETATION ROOTBALL DEPTH 18" 2x 24" 12" BETWEEN STAKE & TREE 2" DIA X 10' LONG LODGE POLE STAKES 2" DEEP MULCH GROUND COVER KEEP CROWN OF TREE CLEAR OF MULCH. COMPACT BACKFILL MIX: ROOTBALL, SET CROWN 1" ABOVE ADJACENT FINISH GRADE COMPACTED BASE; NATIVE SOIL 1 POUND OF AG. GYPSUM 15% BY VOL. GOOD QUALITY HUMUS/COMPOST FINISH GRADE NOT TO SCALE DIA 2" "E-ZEE" TIE CROWN OF TREE 2" BERM TREE (PER PLAN) PLANTER 1 NATIVE GRASSES PLANTED ON DISTURBED GROUND (N) ARBUTUS UNEDO TREE, TYP (3 TOTAL) WEATHER BASED IRRIGATION CONTROLLER HOSE BIB DECK 1 104.68' F.F DECK 2 115.68' F.F DECK 3 126.68' F.F ROOF 137.68' F.F FIRE ACCESS PATH FIRE ACCESS PATH GRASS PAVE 2 SYSTEM GRASS PAVE 2 SYSTEM 1 1 1 1 FIRE ACCESS STEP 3' MIN. 1 3' WIDE FIRE ACCESS STEP DOWN 1 3' MIN FIRE ACCESS 1 LANDSCAPE OPEN SPACE REQUIRED 15% + (( 6450-2500)X 20 12000 =21.58% OR 1,392.13SF 1 GRASS PAVE 2 SYSTEM GRASS PAVE 2 SYSTEM GRASS PAVE 2 SYSTEM 1 1 1 GRASS PAVE 2 SYSTEM 2 2FD 2FD 2FD 2FD 2FD 2FD 5' AVERAGE +/-60' MIN.LANDSCAPE OPENSPACE PROVIDED 52'X52'=2,704.00 SF (AREA A) 83'X5'= 415.00 SF (AREA B) 36'X5'= 180.00 SF (AREA C) TOTAL= 3,299.00 SF 1,392.13 SF 3 UP UP NATIVE VEGETATION GREEN ROOF AND PLANTER TREE SPOT LIGHTS COOL WHITE DOWN LIGHTS (MOONLIGHT) PATH LIGHTS LIGHTING LEGEND FOR HOUSE LIGHTING SEE DWG A-1.6 * * ** * * * * * GREEN ROOF OWNER/APPLICANT JZMC,LLC 300 E. 23RD.STREET COSTA MESA ,CA 92627 949-244-4423 ARCHITECT FREELANDBUCK 724 S.SPRING STREET LOS ANGELES CA 90014 (323)540-4346 FAX (323)570-0846 [email protected] STRUCTURAL ENGINEER JZMC,LLC 300 E. 23RD.STREET COSTA MESA ,CA 92627 949-244-4423 CIVIL ENGINEER JZMC,LLC 300 E.23RD.STREET COSTA MESA,CA 92627 949-244-4423 GEOTECHNICAL ENGINEERING KEITH TUCKER CONSULTING GEOTECHNICAL ENGINEER 9032 CHRISTINE DRIVE HUNTINGTON BEACH ,CA 92646 ARBORIST GUY STIVERS 160 CENTENNIAL WAY SUITE 3 TUSTIN ,CA 92670 714-838-9811 TOPOGRAPHIC MAP JOY CIVIL ENEGINEERING 9681 GARDEN GROVE BLVD #205 GARDEN GROVE CA 92844 7143235795 FREELANDBUCK GENERAL NOTES 1. FOR INFORMATION ON TREE REMOVALS AND NEW TREE INSTALLATIONS SEE ARBORIST REPORT 2. PRIOR TO ANY EXCAVATION NEAR PROTECTED TREES, A SITE MEETING IS TO BE CONVENED BY THE CONTRACTOR TO COORDINATE EXCAVATION W. THE ARCHITECT & ARBORIST 3. IT WILL BE THE CONTRACTORS SOLE RESPONSIBILITY TO PROTECT TREES ON SITE. ANY DAMAGE WILL BE MITIGATED BY CONTRACTOR OR TREE REPLACED AT THE CONTRACTORS EXPENSE 4. SEE SOIL REPORT RECOMMENDATIONS FOR GRADED SLOPES 1. LID PLANTER (15.8 SF) FOR TRIBUTARY AREA FOR UNCOVERED BALCONIES. 2. LID PLANTER (43.2 SF) FOR TRIBUTARY ARE FOR ROOF KEYNOTES LANDSCAPE (TO BE SPRINKLERED) BROOM FINISHED CONCRETE (125 SF) PERMEABLE HARDSCAPE HARDWOOD DECKING LEGEND DECK 1
DECK 3
DECK 2 LANDSCAPE LIGHTING PLAN SCALE 1/16"=1'-0" (75)
(75)
(75)
(60)
(60)
(60)
(75)
(75)
(75)
(75) FIRE ACCESS PATH FIRE ACCESS PATH LANDSCAPE AREA B LANDSCAPE AREA C LANDSCAPE AREA A LANDSCAPE AREAS LAYOUT SCALE 1/16"=1'-0" PRIMARY STRUCTURE * * * * * * * * UP UP DECK 1
DECK 3
DECK 2 PRIMARY STRUCTURE UP UP
124
STAMP REVISIONS 2058 CRESTVIEW DRIVE LAGUNA BEACH CA 92651 LIGHTING PLAN SHEET NO. A-1.6 CRESTVIEW HOUSE 8 of 28 1 PLANNING 12.31.19 PROJECT NUMBER 001 DATE 05.22 SCALE N/A 3 PLANNING 02.18.22 DUPLEX CONVENIENCE OUTLET FLOOR OUTLET HOUSE LIGHTING SCHEDULE CEILING MTD. FIXT. W/INCANDESCENT LAMP. LAMP PLUS - MISSION LODGE COLLECTION BRONZE FLUSH OUTDOOR. WALL MTD. FIXT. W/INCANDESCENT LAMP. LAMP PLUS - MISSION LODGE COLLECTION BRONZE HIGH LANTERN. WALL MTD. FIXT. W/INCANDESCENT LAMP. LAMP PLUS - MISSION LODGE COLLECTION BRONZE HIGH LANTERN. (60) (75) SYMBOL DESCRIPTION/MANUFACTURER QUANTITY WATTS VOLTAGE MOUNTING 3 120 WALL MOUNT 7 120 WALL MOUNT 2 120 CEILING MOUNT NO MORE THAN 4 WATTS OR 300 LUMENS PER LIGHT NO MORE THAN 4 WATTS OR 300 LUMENS PER LIGHT NO MORE THAN 4 WATTS OR 300 LUMENS PER LIGHT NO MORE THAN 4 WATTS OR 300 LUMENS PER LIGHT LANDSCAPE LIGHTING PLAN SCALE 1/8"=1'-0" TREE SPOT LIGHTS COOL WHITE DOWN LIGHTS (MOONLIGHT) PATH LIGHTS LIGHTING LEGEND * DECK 1
DECK 3
DECK 2
(75)
(75)
(75)
(60)
(60)
(60)
(75)
(75)
(75)
(75) FIRE ACCESS PATH FIRE ACCESS PATH PRIMARY STRUCTURE * * * * * * * * UP UP OWNER/APPLICANT JZMC,LLC 300 E. 23RD.STREET COSTA MESA ,CA 92627 949-244-4423 ARCHITECT FREELANDBUCK 724 S.SPRING STREET LOS ANGELES CA 90014 (323)540-4346 FAX (323)570-0846 [email protected] STRUCTURAL ENGINEER JZMC,LLC 300 E. 23RD.STREET COSTA MESA ,CA 92627 949-244-4423 CIVIL ENGINEER JZMC,LLC 300 E.23RD.STREET COSTA MESA,CA 92627 949-244-4423 GEOTECHNICAL ENGINEERING KEITH TUCKER CONSULTING GEOTECHNICAL ENGINEER 9032 CHRISTINE DRIVE HUNTINGTON BEACH ,CA 92646 ARBORIST GUY STIVERS 160 CENTENNIAL WAY SUITE 3 TUSTIN ,CA 92670 714-838-9811 TOPOGRAPHIC MAP JOY CIVIL ENEGINEERING 9681 GARDEN GROVE BLVD #205 GARDEN GROVE CA 92844 7143235795 FREELANDBUCK 125
STAMP REVISIONS 2058 CRESTVIEW DRIVE LAGUNA BEACH CA 92651 STREET PARKING SHEET NO. A-1.7 CRESTVIEW HOUSE 9 of 29 1 PLANNING 12.31.19 DETAIL 1 SCALE 14"-1'-0" PROJECT NUMBER 001 DATE 05.22 SCALE N/A 3 PLANNING 02.18.22 OWNER/APPLICANT JZMC,LLC 300 E. 23RD.STREET COSTA MESA ,CA 92627 949-244-4423 ARCHITECT FREELANDBUCK 724 S.SPRING STREET LOS ANGELES CA 90014 (323)540-4346 FAX (323)570-0846 [email protected] STRUCTURAL ENGINEER JZMC,LLC 300 E. 23RD.STREET COSTA MESA ,CA 92627 949-244-4423 CIVIL ENGINEER JZMC,LLC 300 E.23RD.STREET COSTA MESA,CA 92627 949-244-4423 GEOTECHNICAL ENGINEERING KEITH TUCKER CONSULTING GEOTECHNICAL ENGINEER 9032 CHRISTINE DRIVE HUNTINGTON BEACH ,CA 92646 ARBORIST GUY STIVERS 160 CENTENNIAL WAY SUITE 3 TUSTIN ,CA 92670 714-838-9811 TOPOGRAPHIC MAP JOY CIVIL ENEGINEERING 9681 GARDEN GROVE BLVD #205 GARDEN GROVE CA 92844 7143235795 FREELANDBUCK 88.02 87.34 80.43 86.00 84.96 84.77
85.55 85.28 85.27 86.03
80.21 80.62 80.04 81.28 84.36 84.94 83.56 85.95 86.17 83.17 83.15 89.50 88.83 79.16 79.85 78.38 79.05 79.08 78.13 71.56 78.18 66.68 64.90 62.66 63.11 66.07 65.80 65.81 65.99 68.73 69.88 104.31 109.42 114.68 R=82.85 L=39.95' 99.57 105.05 103.13 104.36 98.62 109.17 96.88 87.57 113.75 92.00 88.93 86.88 84.69 80.45 83.48 84.88
84.37 84.09 90.48
83.54 91.89 93.1386.30 84.31
82.12 80.13 79.96 72.38 76.78 98.21 94.92 CURB ASPHALT TC63.15 FS62.84 CURB ASPHALT V-GUTTER V-GUTTER TC64.71 FS64.31 TC65.82 FS65.58 TC69.11 FS68.90 TC70.82 FS70.48 TC72.01 FS71.64 TC77.44 FS77.08 FS76.37 FS74.41 TW65.42 FS62.75 TC66.14 TC65.78 FS65.73 FS65.37 TW67.46 FS65.00 TC67.42 FS67.12 TC69.13 FS68.76 TC70.99 FS70.54 TC75.45 FS75.05 TC77.86 FS77.48 TC81.13 FS80.84 TC83.65 FS83.28 TC86.09 FS85.76 TC83.98 FS83.57 TC82.96 FS82.46 TC82.46 FS82.02TC80.92 FS80.60 TC79.79 FS79.04 TC79.09 FS78.26 FL66.52 FL66.14 TG FS EG EG FG FG FG FG FG FG FL78.60 EG EG FS TG TG TG TG TGFS FL85.96 FSFS EG FS FG FG TC85.34 FS84.93 EGEG FL FG FG FG TW FG
TW EG EG
EG FL78.64 HOUSE MATAL GRATE LOT 146 LOT 147 LOT 148 LOT 56 40' 40' CRESTVIEW DR. FL81.98 CRESTVIEW DR. CURB & GUTTER STORM DRAIN INLET FD. 3/4" IP LS 3064 TG FS TG FG FG FG FG
FG
FG FG FG FG FG FG TW FG FG FG FG FG FG FG FG EG FG FG FG TG FG FG FG TW TW FS FG EG FS (E)POWER POLE 22' 10' CLEAR 30' 8" THICK RET.WALL 1'CLEAR NW PROPERTY CORNER NW PROPERTY CORNER 131' APPROX. STREET PARKING LOCATION PLAN SCALE 332"=1'-0" PROPOSED STREET PARKING (90) (88) (112) (110) (108) (106) (114) (102) (104) FD 1" I.P.85 90 16'-2" 12'-4" 20'-0" CL ROW CL (E) PAVEMENT 12.14' 3 3 3 3 3 66.68 64.90 62.66 63.11 66.07 65.80 65.81 65.99 68.73
84.37 84.09 90.48
83.54 84.31
82.12 80.13 79.96 72.38 76.78 TC63.15 FS62.84 V-GUTTER TC64.71 FS64.31 TC65.82 FS65.58 TW65.42 FS62.75 TC66.14 TC65.78 FS65.73 FS65.37 TW67.46 FS65.00 TC67.42 FS67.12 TC69.13 FS68.76 FL66.52 FL66.14 TG FS EG EG FG FG FG FG LOT 148 40' TG FS TG FG FG FG FG
FG
FG FS (E)POWER POLE 22' 10' CLEAR 30' 8" THICK RET.WALL 1'CLEAR 16'-2" 12'-4" 12.14' 3 3 (E)GRADE (E)PAVING
(N)PAVING PER CITY STANDARDS RET.WALL FTG (N)8"RET.WALL CITY ROW (E)GRADE FS 67.00' PL SECTION A-A' NTS PROPERTY LINE 126
STAMP REVISIONS 2058 CRESTVIEW DRIVE LAGUNA BEACH CA 92651 FIRE ACCESS PLAN SHEET NO. FD-1 CRESTVIEW HOUSE 10 of 28 1 PLANNING 12.31.192 FIRE DEPARTMENT 02/21/20 PROJECT NUMBER 001 DATE 05.22 SCALE N/A 3 PLANNING 02.18.22 74 73 69 146 70 MAIN HOUSE OCCUPIED 2100 2058 145 144 59 75 OCCUPIED GARAGE AREA BELOW 60 FIRE ACCESS PLAN SCALE 1/8"=1'0"
CRESTVIEW
DRIVE
R=82.85' L=40.00'
GRADIENT DRIVEWAY
15%/10%
B
MANHOLE RIM: 81.28
POWER POLE
E.P.
81.41 CL
CL
E.P.
FD 1" I.P.
E.P.
82.92 82.5
84.56 84.31
81.60P.
CL
FD. 3/4" I.P. LS3064
20' FRONT YARD SETBACK
31'1"
A
EDGE
(E)PAVEMENT
C +/-18'-0"
+/-32'-0"
+/-44'-0"
+/-52'-0" OCCUPIED FIRE TRUCK PARK AREA
7.5"MAX 11"min FIRE DEPARTMENT NOTES: a) A SEPARATED (DEFERRED) SUBMITTAL FOR FIRE SPRINKLERS IS REQUIRED.SYSTEM DESIGN MUST COMPLY WITH THE 2016 CFC AND 2016 NFPA 13d STANDARD .PLANS MUST BE DESIGNED AND INSTALLED BY A QUALIFIED FIRE PROTECTION CONTRACTOR .PLANS SHALL BE SUBMITTED TO AND APPROVED BY THE LBFD,WITH PERMIT ISSUED AND APPROPRIATE INSPECTIONS CONDUCTED. b) ALL EXTERIOR FIRE PLACES AND FIRE PITS MUST BE GAS FIRE ONLY.NO SOLID FUEL IS ALLOWED PER THE LBFD MUNICIPAL CODE.FIRE PLACES AND FIRE PITS MUST BE A MINIMUM OF 10 FEET FROM COMBUSTIBLE VEGETATION. c) MAINTAIN JOBSITE SAFETY DURING CONSTRUCTION AS PER CHAPTER 33 OF THE 2016 CALIFORNIA FIRE CODE. d) COMPLETE FIREFIGHTER ACCESS AROUND THE BUILDING IS REQUIRED, AND MUST BE IN COMPLIANCE WITH DRB APPROVED PLANS.SEE THIS SHEET FOR DETAILS.THIS IS SUBJECT TO FINAL FIRE INSPECTION AND REQUIRES APPROVAL PRIOR TO OCCUPANCY. e) ADDRESS NUMBERS MUST BE PLACED ON THE EXTERIOR FACING THE STREET ADDRESSED TO MINIMUM SIZE OF NUMBERS IS 4",AND THEY MUST CONTRAST WITH BACKGROUND. f) FOR FIRE DEPARTMENT INSPECTIONS,CALL (949)497-0352 AT LEAST 3 DAYS IN ADVANCE TO SCHEDULE. 1 10% MAX SLOPE EA WAY
1 1 (E)FIRE WATER HYDRANT 170' TO (E)FIRE WATER HYDRANT +_ PAVED AREA TOTAL HOSE PULL 126' +_ TOTAL HOSE PULL 127' +_ 1 1
1 1
1 GRASS PAVE 2 SYSTEM GRASS PAVE 2 SYSTEM GRASS PAVE 2 SYSTEM GRASS PAVE 2 SYSTEM GRASS PAVE 2 SYSTEM GRASS PAVE 2 SYSTEM 1 1
1 1
1 1 HOSE PULL
1 FIRE ACCESS PATH
1 FIRE ACCESS PATH
1 FIRE ACCESS PATH
1 1FD ACCESS STEPS
1FD ACCESS STEPS
1 1 FIRE ACCESS STEP 3' MIN. 1
PROPOSED EXTRA
STREET PARKING
6'-0"X22'-0" FIRE HOSE LENGHT CALCULATIONS LEFT SIDE 18' 2.5' 69 X 1.069 (SLOPE)=73.7' 2' 30' ----------------------------------------------- TOTAL=126.2 TO S.E CORNER RIGHT SIDE 26' 3X (SLOPE)=4' 16' (11.75' STAIRS RAISE)=19.9' 4' 25' 48'X SLOPE (16' RISE)=50.6' ----------------------------------------------- TOTAL= 126.9' TO S.E CORNER 2 2
2 FIREFIGHTER ACCESS AREAS WITHOUT STAIRS DO NOT HAVE A SLOPE AND CROSS SLOPE EXCEEDING 10%.THE MAXIMUM. FOR STAIRS SEE DETAIL 1-FD CONCRETE STAIRS 2 CONCRETE DECK
2 GRASS PAVE 2 SYSTEM
2 GRASS PAVE 2 SYSTEM
2 2
2 2
2FD
2FD
2FD
2FD
2FD
2FD
2FD
2FD
2FD
1FD OWNER/APPLICANT JZMC,LLC 300 E. 23RD.STREET COSTA MESA ,CA 92627 949-244-4423 ARCHITECT FREELANDBUCK 724 S.SPRING STREET LOS ANGELES CA 90014 (323)540-4346 FAX (323)570-0846 [email protected] STRUCTURAL ENGINEER JZMC,LLC 300 E. 23RD.STREET COSTA MESA ,CA 92627 949-244-4423 CIVIL ENGINEER JZMC,LLC 300 E.23RD.STREET COSTA MESA,CA 92627 949-244-4423 GEOTECHNICAL ENGINEERING KEITH TUCKER CONSULTING GEOTECHNICAL ENGINEER 9032 CHRISTINE DRIVE HUNTINGTON BEACH ,CA 92646 ARBORIST GUY STIVERS 160 CENTENNIAL WAY SUITE 3 TUSTIN ,CA 92670 714-838-9811 TOPOGRAPHIC MAP JOY CIVIL ENEGINEERING 9681 GARDEN GROVE BLVD #205 GARDEN GROVE CA 92844 7143235795 FREELANDBUCK 127
STAMP REVISIONS 2058 CRESTVIEW DRIVE LAGUNA BEACH CA 92651 SHEET NO. A-3.0 GARAGE FLOOR PLAN CRESTVIEW HOUSE 11 of 28 1 PLANNING 12.31.19 PROJECT NUMBER 001 DATE 05.22 SCALE N/A 3 PLANNING 02.18.22 GARAGE FLOOR PLAN SCALE
1 4"=1'0"
20'2"
20'4"
16'
PARKING SPACE 1
8'-8"x18'-0'=155.88' SF MIN
203.33' SF PROVIDED
2%MIN.
8"
6'5"
8"
8"
8"
3'3"
UP MAGNETIC ASSUMED RETAINING WALL AND STAIRS UNDER SEPARATE PERMIT FOUNDATION STEPS-SEE STRUCT.
88.25' F.F GARAGE
S/MO
001
2/A-9.1
A-8.2
A-8.1
A-8
A-8.3
1/A-9
3/A-9.2
4/A-9.3
5/A-9.3
PARKING SPACE 2
8'-8"x18'-0'=155.88' SF MIN
203.33' SF PROVIDED
1 1
3'-3"
5'(GAR) FYSB
8'(HOUSE) FYSB
5'5"
9'-4"
7'-0" 22'
3 3
3 3
3 3
3 2'4"
5'-0"SYS
SYS
5'-0"
1'
A
B
D
A.6
C.8
C
2 3
4 2.1
3.6 1
6'-2"
15'
6'-5"
15'-2"
8'
4'-5" 44.5' RYS
14'-0"
24'-4"
20' GENERAL NOTES GREEN BUILDING NOTES: 1. EACH APPLIANCE PROVIDED AND INSTALLED SHALL MEET ENERGY STAR IF AN ENERGY STAR DESIGNATION IS APPLICABLE FOR THAT APPLIANCE. 2. MATERIALS DELIVERED TO THE CONSTRUCTION SITE SHALL BE PROTECTED FROM RAIN OR OTHER SOURCES OF MOISTURE. (4.407.4, 9.407.4) 3. ALL DUCT AND OTHER RELATED AIR DISTRIBUTION COMPONENT OPENINGS SHALL BE COVERED WITH TAPE, PLASTIC, OR SHEETMETAL UNTIL THE FINAL STARTUP OF THE HEATING AND COOLING EQUIPMENT. (4.504.1, 9.504.1) 4. THE FLOW RATES FOR ALL PLUMBING FIXTURES SHALL COMPLY WITH THE MINIMUM FLOW RATES IN TABLE 4.303.2. 5. ALL DUCT AND OTHER RELATED AIR DISTRIBUTION COMPONENT OPENINGS SHALL BE COVERED WITH TAPE, PLASTIC, OR SHEET METAL UNTIL THE FINAL STARTUP OF THE HEATING AND COOLING EQUIPMENT. 6. THE VOC CONTENT VERIFICATION CHECKLIST, FORM GRN 2, SHALL BE COMPLETED AND VERIFIED PRIOR TO FINAL INSPECTION APPROVAL. THE MANUFACTURER'S SPECIFICATIONS SHOWING VOC CONTENT FOR ALL PPLICABLE PRODUCTS SHALL BE READILY AVAILABLE AT THE JOB SITE AND BE PROVIDED TO THE FIELD INSPECTOR FOR VERIFICAITON. BUILDING ENVELOPE NOTES: 1. VEHICULAR ACCESS DOORS SHALL COMPLY WITH SECTION R612.7 2. BUILDINGS SHALL HAVE APPROVED ADDRESS NUMBERS, BUILDING NUMBERS OR APPROVED BUILDING IDENTIFICATION PLACED IN A POSITION THAT IS PLAINLY LEGIBLE AND VISIBLE FROM THE STREET OR ROAD FRONT THE PROPERTY. (R319) 3.PROTECTION OF WOOD AND WOOD BASED PRODUCTS FROM DECAY SHALL BE PROVIDED IN THE LOCATIONS SPECIFIED PER SECTION R317.1 BY THE USE OF NATURALLY DURABLE WOOD OR WOOD THAT ISPRESERVATIVE-TREATED IN ACCORDANCE WITH AWPA U1 FOR THE SPECIES, PRODUCT, PRESERVATIVE AND END USE. PRESERVATIVES SHALL BE LISTED IN SECTION 4 OF AWPA U1. 4. PROVIDE ANTI-GRAFFITI FINISH WITHIN THE FIRST 9 FEET, MEASURED FROM GRADE, AT EXTERIOR WALLS AND DOORS. EXCEPTION: MAINTENANCE OF BUILDING FFIDAVIT IS RECORDED BY THE OWNER TO COVENANT AND AGREE WITH THE CITY OF LOS ANGELES TO REMOVE ANY GRAFFITI WITHIN 7-DAYS OF THE GRAFFITI BEING APPLIED. (6306) GARAGE NOTES: 1. DUCTS PENETRATING THE WALLS OR CEILINGS SPEARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. N0.26 GA. SHEET STEEL OR OTHER APPROVIED MATERIAL AND THERE SHALL BE NO OPENINGS FROM THE DUCTS INTO THE GARAGE. (R302.5.2) 2. OTHER PENETRATIONS OF GARAGE/DWELLING CEILINGS AND WALLS ARE TO BE PROTECTED AS REQ. BY SECTION 302.11, ITEM 4 (R309.1 ). 3. GARAGE FLOOR SURF SHALL BE OF AN APPROVED NONCOMBUSTIBLE MATERIAL, AND THE AREA USED TO PARK THE VEHICLES SHALL BE SLOPED TO A DRAIN ORTOWARDS THE MAIN VEHICLE ENTRY. (R309. 1) 4. PROV. 5/8" TYPE "X" GYP. THROUGHOUT GARAGE FOR 1 HR FIRE PROTECTION BETWEEN R-3 & U OCCUPANCY. 5. AUTOMATIC GARAGE DOOR OPENERS, IF PROVIDED SHALL BE LISTED IN ACCORDANCE WITH UL325. 6. ALL INTERIOR AND EXTERIOR STAIRWAYS SHALL BE ILLUMINATED (R303.6). ESVE NOTES 1. THE PANEL OR SUBPANEL SHALL PROVIDE CAPACITY TO INSTALL A 40 AMP MINIMUM DEDICATED BRANCH CIRCUIT AND SPACE RESERVED TO PERMIT INSTALLATION OF A BRANCH CIRCUIT OVERCURRENT PROTECTIVE DEVICE. 2. THE SERVICE PANEL OR SUBPANEL CIRCUIT DIRECTORY SHALL IDENTIFY THE OVERCURANT PROTECTIVE DEVICE SPACES RESERVED FOR FUTURE EV CHARGING AS EV CAPABLE. THE RACEWAY TERMINATION LOCATION SHALL BE PERMANEND AND VISIBLY MARKED EV CAPABLE. 3. A MIN 1" (INSIDE DIAMETER) LISTED RACEWAY IS INSTALLED FOR EACH UNIT TO ACCOMMODATE A DEDICATED 208 240 VOLT BRANCH CIRCUIT NOTE: DAMPPROOFING WHERE REQ. SHALL BE INSTALLED WITH MATERIALS AND AS REQUIRED IN SECTION R406.1 LEGEND BROOM FINISHED CONCRETE BLOCK WALL POURED CONC WALL SMOKE/ CARBON MONOXIDE DETECTOR S/MO OWNER/APPLICANT JZMC,LLC 300 E. 23RD.STREET COSTA MESA ,CA 92627 949-244-4423 ARCHITECT FREELANDBUCK 724 S.SPRING STREET LOS ANGELES CA 90014 (323)540-4346 FAX (323)570-0846 [email protected] STRUCTURAL ENGINEER JZMC,LLC 300 E. 23RD.STREET COSTA MESA ,CA 92627 949-244-4423 CIVIL ENGINEER JZMC,LLC 300 E.23RD.STREET COSTA MESA,CA 92627 949-244-4423 GEOTECHNICAL ENGINEERING KEITH TUCKER CONSULTING GEOTECHNICAL ENGINEER 9032 CHRISTINE DRIVE HUNTINGTON BEACH ,CA 92646 ARBORIST GUY STIVERS 160 CENTENNIAL WAY SUITE 3 TUSTIN ,CA 92670 714-838-9811 TOPOGRAPHIC MAP JOY CIVIL ENEGINEERING 9681 GARDEN GROVE BLVD #205 GARDEN GROVE CA 92844 7143235795 FREELANDBUCK 128
STAMP REVISIONS 2058 CRESTVIEW DRIVE LAGUNA BEACH CA 92651 SHEET NO. A-3.1 GARAGE FLOOR AREA CALCULATIONS CRESTVIEW HOUSE 12 of 28 1 PLANNING 12.31.19 PROJECT NUMBER 001 DATE 05.22 SCALE N/A 3 PLANNING 02.18.22 FLOOR AREA BREAKDOWN GARAGE: 476.67 SF RFA: 0 SF R3 OCC: 0 SF U COC: 476.67 SF 21'-8"
22'-0" GARAGE FLOOR AREA CALCULATION SCALE
1 4"=1'0" MAGNETIC ASSUMED "PER CITY STANDARDS FLOOR AREAS ARE CALCULATED TO OUTSIDE OF WALLS" 1 GENERAL NOTES GREEN BUILDING NOTES: 1. EACH APPLIANCE PROVIDED AND INSTALLED SHALL MEET ENERGY STAR IF AN ENERGY STAR DESIGNATION IS APPLICABLE FOR THAT APPLIANCE. 2. MATERIALS DELIVERED TO THE CONSTRUCTION SITE SHALL BE PROTECTED FROM RAIN OR OTHER SOURCES OF MOISTURE. (4.407.4, 9.407.4) 3. ALL DUCT AND OTHER RELATED AIR DISTRIBUTION COMPONENT OPENINGS SHALL BE COVERED WITH TAPE, PLASTIC, OR SHEETMETAL UNTIL THE FINAL STARTUP OF THE HEATING AND COOLING EQUIPMENT. (4.504.1, 9.504.1) 4. THE FLOW RATES FOR ALL PLUMBING FIXTURES SHALL COMPLY WITH THE MINIMUM FLOW RATES IN TABLE 4.303.2. 5. ALL DUCT AND OTHER RELATED AIR DISTRIBUTION COMPONENT OPENINGS SHALL BE COVERED WITH TAPE, PLASTIC, OR SHEET METAL UNTIL THE FINAL STARTUP OF THE HEATING AND COOLING EQUIPMENT. 6. THE VOC CONTENT VERIFICATION CHECKLIST, FORM GRN 2, SHALL BE COMPLETED AND VERIFIED PRIOR TO FINAL INSPECTION APPROVAL. THE MANUFACTURER'S SPECIFICATIONS SHOWING VOC CONTENT FOR ALL PPLICABLE PRODUCTS SHALL BE READILY AVAILABLE AT THE JOB SITE AND BE PROVIDED TO THE FIELD INSPECTOR FOR VERIFICAITON. BUILDING ENVELOPE NOTES: 1. VEHICULAR ACCESS DOORS SHALL COMPLY WITH SECTION R612.7 2. BUILDINGS SHALL HAVE APPROVED ADDRESS NUMBERS, BUILDING NUMBERS OR APPROVED BUILDING IDENTIFICATION PLACED IN A POSITION THAT IS PLAINLY LEGIBLE AND VISIBLE FROM THE STREET OR ROAD FRONT THE PROPERTY. (R319) 3.PROTECTION OF WOOD AND WOOD BASED PRODUCTS FROM DECAY SHALL BE PROVIDED IN THE LOCATIONS SPECIFIED PER SECTION R317.1 BY THE USE OF NATURALLY DURABLE WOOD OR WOOD THAT ISPRESERVATIVE-TREATED IN ACCORDANCE WITH AWPA U1 FOR THE SPECIES, PRODUCT, PRESERVATIVE AND END USE. PRESERVATIVES SHALL BE LISTED IN SECTION 4 OF AWPA U1. 4. PROVIDE ANTI-GRAFFITI FINISH WITHIN THE FIRST 9 FEET, MEASURED FROM GRADE, AT EXTERIOR WALLS AND DOORS. EXCEPTION: MAINTENANCE OF BUILDING FFIDAVIT IS RECORDED BY THE OWNER TO COVENANT AND AGREE WITH THE CITY OF LOS ANGELES TO REMOVE ANY GRAFFITI WITHIN 7-DAYS OF THE GRAFFITI BEING APPLIED. (6306) GARAGE NOTES: 1. DUCTS PENETRATING THE WALLS OR CEILINGS SPEARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. N0.26 GA. SHEET STEEL OR OTHER APPROVIED MATERIAL AND THERE SHALL BE NO OPENINGS FROM THE DUCTS INTO THE GARAGE. (R302.5.2) 2. OTHER PENETRATIONS OF GARAGE/DWELLING CEILINGS AND WALLS ARE TO BE PROTECTED AS REQ. BY SECTION 302.11, ITEM 4 (R309.1 ). 3. GARAGE FLOOR SURF SHALL BE OF AN APPROVED NONCOMBUSTIBLE MATERIAL, AND THE AREA USED TO PARK THE VEHICLES SHALL BE SLOPED TO A DRAIN ORTOWARDS THE MAIN VEHICLE ENTRY. (R309. 1) 4. PROV. 5/8" TYPE "X" GYP. THROUGHOUT GARAGE FOR 1 HR FIRE PROTECTION BETWEEN R-3 & U OCCUPANCY. 5. AUTOMATIC GARAGE DOOR OPENERS, IF PROVIDED SHALL BE LISTED IN ACCORDANCE WITH UL325. 6. ALL INTERIOR AND EXTERIOR STAIRWAYS SHALL BE ILLUMINATED (R303.6). ESVE NOTES 1. THE PANEL OR SUBPANEL SHALL PROVIDE CAPACITY TO INSTALL A 40 AMP MINIMUM DEDICATED BRANCH CIRCUIT AND SPACE RESERVED TO PERMIT INSTALLATION OF A BRANCH CIRCUIT OVERCURRENT PROTECTIVE DEVICE. 2. THE SERVICE PANEL OR SUBPANEL CIRCUIT DIRECTORY SHALL IDENTIFY THE OVERCURANT PROTECTIVE DEVICE SPACES RESERVED FOR FUTURE EV CHARGING AS EV CAPABLE. THE RACEWAY TERMINATION LOCATION SHALL BE PERMANEND AND VISIBLY MARKED EV CAPABLE. 3. A MIN 1" (INSIDE DIAMETER) LISTED RACEWAY IS INSTALLED FOR EACH UNIT TO ACCOMMODATE A DEDICATED 208 240 VOLT BRANCH CIRCUIT NOTE: DAMPPROOFING WHERE REQ. SHALL BE INSTALLED WITH MATERIALS AND AS REQUIRED IN SECTION R406.1 LEGEND BROOM FINISHED CONCRETE BLOCK WALL POURED CONC WALL SMOKE/ CARBON MONOXIDE DETECTOR S/MO OWNER/APPLICANT JZMC,LLC 300 E. 23RD.STREET COSTA MESA ,CA 92627 949-244-4423 ARCHITECT FREELANDBUCK 724 S.SPRING STREET LOS ANGELES CA 90014 (323)540-4346 FAX (323)570-0846 [email protected] STRUCTURAL ENGINEER JZMC,LLC 300 E. 23RD.STREET COSTA MESA ,CA 92627 949-244-4423 CIVIL ENGINEER JZMC,LLC 300 E.23RD.STREET COSTA MESA,CA 92627 949-244-4423 GEOTECHNICAL ENGINEERING KEITH TUCKER CONSULTING GEOTECHNICAL ENGINEER 9032 CHRISTINE DRIVE HUNTINGTON BEACH ,CA 92646 ARBORIST GUY STIVERS 160 CENTENNIAL WAY SUITE 3 TUSTIN ,CA 92670 714-838-9811 TOPOGRAPHIC MAP JOY CIVIL ENEGINEERING 9681 GARDEN GROVE BLVD #205 GARDEN GROVE CA 92844 7143235795 FREELANDBUCK 129
STAMP REVISIONS 2058 CRESTVIEW DRIVE LAGUNA BEACH CA 92651 SHEET NO. A-4.0 FIRST FLOOR PLAN CRESTVIEW HOUSE 13 of 28 1 PLANNING 12.31.19 PROJECT NUMBER 001 DATE 05.22 SCALE N/A 3 PLANNING 02.18.22
2% MIN
2% MIN
36"MIN
CLR.REQ
36"MIN.CLR.
RQD
2% MIN FIRST FLOOR PLAN SCALE
1 4"=1'0" MAGNETIC ASSUMED
DECK 1
STORAGE
BATH
UNFINISHED
CRAWL SPACE CEILING
HEIGHT
4'-6"/1'-6" LID PLANTER
104.68' F.F
104.68' F.F
5'-4"
14'-7"
4'-10"
14'
ADU
101 101 101
2/A-9.1
A-8.2
A-8.1
A-8
A-8.3
1/A-9
3/A-9.2
4/A-9.3
5/A-9.3
5'(GAR) FYSB
8'(HOUSE) FYSB
7'-0"
3 3
3 3
3 5'-0"SYS
SYS
5'-0"
5'
UNFINISHED
CRAWL SPACE CEILING
HEIGHT
5'/3'
KITCHEN
REF UP
UP 44.5' RYS
A
B
D
A.6
C.8
C
2 3
4 2.1
3.6 1
1'
8'
4'-5" GENERAL NOTES GENERAL NOTES: 1. ALL DIMENSIONS MEASURED FROM FACE OF STRUCTURE UNLESS OTHERWISE NOTED. 2. AN APPROVED SEISMIC GAS SHUTOFF VALVE WILL BE INSTALLED ON THE FUEL GAS LINE ON THE DOWN STREAM SIDE OF THE UTILITY METER AND BE RIGIDLY CONNECTED TO THE EXTERIOR OF THE BUILDING OR STRUCTURE ONTAINING THE FUEL GAS PIPING. 3. PLUMBING FIXTURES ARE REQUIRED TO BE CONNECTED TO A SANITARY SEWER OR TO AN APPROVED SEWAGE DISPOSAL SYSTEM. 4. KITCHEN SINKS, LAVATORIES, BATHTUBS, SHOWERS, BIDETS, LUNDRY TUBS, WASHING MACHINE OUTLETS SHALL BE PROVIDED WITH HOT AND COLD WATER AND CONNECTED TO AN APPROVED WATER SUPPLY. 5. BATHTUB AND SHOWER FLOORS, WALLS ABOVE BATHTUBS WITH A SHOWERHEAD, AND SHOWER COMPARTMENTS SHALL BE FINISHED WITH A NOABSORBENT SURFACE SUCH WALL SURFACES SHALL EXTEND TO A EIGHT OF NOT LESS THAN 6 FEET ABOVE THE FLOOR. 6. PROVIDE ULTRA LOW FLUSH WATER CLOSETS FOR ALL NEW CONSTRUCTION. 7. PROVIDE 70-INCH HIGH NON-ABSORBENT WALL ADJACENT TO SHOWER AND APPROVED SHATTER-RESISTANT MATERIALS FOR SHOWER ENCLOSURE. B. WATER HEATER MUST BE STRAPPED TO WALL. (SEC 507 LAPC) 9.SMOKE DETECTORS SHALL BE PROVIDED FOR ALL DWELLING UNITS INTENDED FOR HUMAN OCCUPANCY. 10. WHERE A PERMIT IS REQUIRED FOR ALTERATIONS REPAIRS OR ADDITIONS EXCEEDING $1000.00 EXISTING DWELLINGS OR SLEEPING UNITS THAT HAVE ATTACHED GARAGES OR FUEL-BURNING APPLIANCES SHALL BE PROVIDED WITH A CARBON MONOXIDE DETECTOR IN ACCORDANCE WITH SECTION R315.1. 11. EVERY SPACE INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH NATURAL LIGHT BY MEANS OF GLAZED OPENINGS IN ACCORDANCE WITH SECTION R303.1 OR SHALL BE PROVIDED WITH ARTIFICIAL LIGHT THAT IS ADEQUATE TO PROVIDE AN AVERAGE ILLUMINATION OF 6 FOOT-CANDLES OVER THE AREA OF THE ROOM AT A HEIGHT OF 30" ABOVE THE FLOOR LEVEL. 12. A COPY OF THE EVALUATION REPORT AND/OR CONDITIONS OF LISTING SHALL BE MADE AVAILABLE AT THE JOB SITE. 13. HEATER SHALL BE CAPABLE OF MAINTAINING A MINIMUM ROOM TEMPERATURE OF 68aF AT A POINT 3 FEET ABOVE THE FLOOR AND 2 FEET FROM EXTERIOR WALLS IN ALL HABITABLE ROOMS AT THE DESIGN TEMPERATURE. (R303.8) 14. EVERY DWELLING UNIT SHALL BE PROVIDED WITH A WATER CLOSET, LAVATORY, BATHTUB OR SHOWER, AND KITCHEN (R306.1 AND R306.2). 15. ALL INTERIOR AND EXTERIOR STAIRWAYS SHALL BE ILLUMINATED (R303.6). WATER CLOSET NOTES: 1. PROVIDE 15" MIN. BETWEEN THE CENTER OF WATER CLOSET TO ANY SIDEWALL. 2. PROVIDE 24" CLEAR SPACE IN FRONT OF ANY WATER CLOSET. 3. BATHROOMS, WATER CLOSET COMPARTMENTS AND OTHER SIMILAR ROOMS SHALL PROVIDE NATURAL VENTILATION OR WITH MECHANICAL VENTILATION CABABLE OF 50 CFM EXHAUSTED DIRECL Y TO THE OUTSIDE (R303.3). 4. ALL EXHAUST FAN UNITS IN PROJECT SHALL BE ENERGY STAR RATED AND HUMIDSTAT CONTROLED AND VENTED TO THE OUTSIDE (SEE GRN CODE NOTES ON SHT. C102 #18, #19, .) TYPICAL ON ALL PLANS
AT ALL LOCATIONS). NOTE: DAMPPROOFING WHERE REQ. SHALL BE INSTALLED WITH MATERIALS AND AS REQUIRED IN SECTION R406.1 LEGEND KEYNOTES 1. FOUNDATION STEPS; SEE EXTERIOR ELEVATIONS 2. LINE OF BLDG. ABOVE BLOCK WALL BROOM FINISHED CONCRETE POURED CONC WALL PLANTING EARTH TILE SMOKE/ CARBON MONOXIDE DETECTOR S/MO OWNER/APPLICANT JZMC,LLC 300 E. 23RD.STREET COSTA MESA ,CA 92627 949-244-4423 ARCHITECT FREELANDBUCK 724 S.SPRING STREET LOS ANGELES CA 90014 (323)540-4346 FAX (323)570-0846 [email protected] STRUCTURAL ENGINEER JZMC,LLC 300 E. 23RD.STREET COSTA MESA ,CA 92627 949-244-4423 CIVIL ENGINEER JZMC,LLC 300 E.23RD.STREET COSTA MESA,CA 92627 949-244-4423 GEOTECHNICAL ENGINEERING KEITH TUCKER CONSULTING GEOTECHNICAL ENGINEER 9032 CHRISTINE DRIVE HUNTINGTON BEACH ,CA 92646 ARBORIST GUY STIVERS 160 CENTENNIAL WAY SUITE 3 TUSTIN ,CA 92670 714-838-9811 TOPOGRAPHIC MAP JOY CIVIL ENEGINEERING 9681 GARDEN GROVE BLVD #205 GARDEN GROVE CA 92844 7143235795 FREELANDBUCK 130
STAMP REVISIONS 2058 CRESTVIEW DRIVE LAGUNA BEACH CA 92651 SHEET NO. A-4.1 CRESTVIEW HOUSE 14 of 28 FIRST FLOOR AREA CALCULATIONS 1 PLANNING 12.31.19 PROJECT NUMBER 001 DATE 05.22 SCALE N/A 3 PLANNING 02.18.22 FIRST FLOOR AREA CALCULATION SCALE
1 4"=1'0"
AREA 1
AREA 2
CRAWL SPACE
AREA 3 MECHANICAL SPACE: 0 SF STAIR AREA: 0 SF AREA 1:UNCOVERED DECK : 495.94 SF AREA 2:ADU: 221.93 SF AREA 3: STORAGE: 49.43 SF FLOOR AREA BREAKDOWN MAGNETIC ASSUMED"PER CITY STANDARDS FLOOR AREAS ARE CALCULATED TO OUTSIDE OF WALLS" 1 3
18'-8"
5'-10"
8'-8"
9'-2"
5'-4"
14'-0"
4'-10'
4" 12'-3"
13'-6" 10'-4"
4'-10" 10'-3"
15'-0"
15'-1"
22'-2"
14'-5" GENERAL NOTES GENERAL NOTES: 1. ALL DIMENSIONS MEASURED FROM FACE OF STRUCTURE UNLESS OTHERWISE NOTED. 2. AN APPROVED SEISMIC GAS SHUTOFF VALVE WILL BE INSTALLED ON THE FUEL GAS LINE ON THE DOWN STREAM SIDE OF THE UTILITY METER AND BE RIGIDLY CONNECTED TO THE EXTERIOR OF THE BUILDING OR STRUCTURE ONTAINING THE FUEL GAS PIPING. 3. PLUMBING FIXTURES ARE REQUIRED TO BE CONNECTED TO A SANITARY SEWER OR TO AN APPROVED SEWAGE DISPOSAL SYSTEM. 4. KITCHEN SINKS, LAVATORIES, BATHTUBS, SHOWERS, BIDETS, LUNDRY TUBS, WASHING MACHINE OUTLETS SHALL BE PROVIDED WITH HOT AND COLD WATER AND CONNECTED TO AN APPROVED WATER SUPPLY. 5. BATHTUB AND SHOWER FLOORS, WALLS ABOVE BATHTUBS WITH A SHOWERHEAD, AND SHOWER COMPARTMENTS SHALL BE FINISHED WITH A NOABSORBENT SURFACE SUCH WALL SURFACES SHALL EXTEND TO A EIGHT OF NOT LESS THAN 6 FEET ABOVE THE FLOOR. 6. PROVIDE ULTRA LOW FLUSH WATER CLOSETS FOR ALL NEW CONSTRUCTION. 7. PROVIDE 70-INCH HIGH NON-ABSORBENT WALL ADJACENT TO SHOWER AND APPROVED SHATTER-RESISTANT MATERIALS FOR SHOWER ENCLOSURE. B. WATER HEATER MUST BE STRAPPED TO WALL. (SEC 507 LAPC) 9.SMOKE DETECTORS SHALL BE PROVIDED FOR ALL DWELLING UNITS INTENDED FOR HUMAN OCCUPANCY. 10. WHERE A PERMIT IS REQUIRED FOR ALTERATIONS REPAIRS OR ADDITIONS EXCEEDING $1000.00 EXISTING DWELLINGS OR SLEEPING UNITS THAT HAVE ATTACHED GARAGES OR FUEL-BURNING APPLIANCES SHALL BE PROVIDED WITH A CARBON MONOXIDE DETECTOR IN ACCORDANCE WITH SECTION R315.1. 11. EVERY SPACE INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH NATURAL LIGHT BY MEANS OF GLAZED OPENINGS IN ACCORDANCE WITH SECTION R303.1 OR SHALL BE PROVIDED WITH ARTIFICIAL LIGHT THAT IS ADEQUATE TO PROVIDE AN AVERAGE ILLUMINATION OF 6 FOOT-CANDLES OVER THE AREA OF THE ROOM AT A HEIGHT OF 30" ABOVE THE FLOOR LEVEL. 12. A COPY OF THE EVALUATION REPORT AND/OR CONDITIONS OF LISTING SHALL BE MADE AVAILABLE AT THE JOB SITE. 13. HEATER SHALL BE CAPABLE OF MAINTAINING A MINIMUM ROOM TEMPERATURE OF 68aF AT A POINT 3 FEET ABOVE THE FLOOR AND 2 FEET FROM EXTERIOR WALLS IN ALL HABITABLE ROOMS AT THE DESIGN TEMPERATURE. (R303.8) 14. EVERY DWELLING UNIT SHALL BE PROVIDED WITH A WATER CLOSET, LAVATORY, BATHTUB OR SHOWER, AND KITCHEN (R306.1 AND R306.2). 15. ALL INTERIOR AND EXTERIOR STAIRWAYS SHALL BE ILLUMINATED (R303.6). WATER CLOSET NOTES: 1. PROVIDE 15" MIN. BETWEEN THE CENTER OF WATER CLOSET TO ANY SIDEWALL. 2. PROVIDE 24" CLEAR SPACE IN FRONT OF ANY WATER CLOSET. 3. BATHROOMS, WATER CLOSET COMPARTMENTS AND OTHER SIMILAR ROOMS SHALL PROVIDE NATURAL VENTILATION OR WITH MECHANICAL VENTILATION CABABLE OF 50 CFM EXHAUSTED DIRECL Y TO THE OUTSIDE (R303.3). 4. ALL EXHAUST FAN UNITS IN PROJECT SHALL BE ENERGY STAR RATED AND HUMIDSTAT CONTROLED AND VENTED TO THE OUTSIDE (SEE GRN CODE NOTES ON SHT. C102 #18, #19, .) TYPICAL ON ALL PLANS
AT ALL LOCATIONS). NOTE: DAMPPROOFING WHERE REQ. SHALL BE INSTALLED WITH MATERIALS AND AS REQUIRED IN SECTION R406.1 LEGEND KEYNOTES 1. FOUNDATION STEPS; SEE EXTERIOR ELEVATIONS 2. LINE OF BLDG. ABOVE BLOCK WALL BROOM FINISHED CONCRETE POURED CONC WALL PLANTING EARTH TILE SMOKE/ CARBON MONOXIDE DETECTOR S/MO OWNER/APPLICANT JZMC,LLC 300 E. 23RD.STREET COSTA MESA ,CA 92627 949-244-4423 ARCHITECT FREELANDBUCK 724 S.SPRING STREET LOS ANGELES CA 90014 (323)540-4346 FAX (323)570-0846 [email protected] STRUCTURAL ENGINEER JZMC,LLC 300 E. 23RD.STREET COSTA MESA ,CA 92627 949-244-4423 CIVIL ENGINEER JZMC,LLC 300 E.23RD.STREET COSTA MESA,CA 92627 949-244-4423 GEOTECHNICAL ENGINEERING KEITH TUCKER CONSULTING GEOTECHNICAL ENGINEER 9032 CHRISTINE DRIVE HUNTINGTON BEACH ,CA 92646 ARBORIST GUY STIVERS 160 CENTENNIAL WAY SUITE 3 TUSTIN ,CA 92670 714-838-9811 TOPOGRAPHIC MAP JOY CIVIL ENEGINEERING 9681 GARDEN GROVE BLVD #205 GARDEN GROVE CA 92844 7143235795 FREELANDBUCK 131
STAMP REVISIONS 2058 CRESTVIEW DRIVE LAGUNA BEACH CA 92651 SHEET NO. A-4.2 SLAB PLAN LEVEL 1 CRESTVIEW HOUSE 15 of 28 1 PLANNING 12.31.19 PROJECT NUMBER 001 DATE 05.22 SCALE N/A 3 PLANNING 02.18.22
2% MIN
2% MIN
2% MIN
1 SLAB PLAN LEVEL 1 SCALE
1 4"=1'0" MAGNETIC ASSUMED
104.68' F.F
104.68' F.F 8'-9'10'-8"
13'-6'
13'-8"
5'-4"
4'-10"
14' LID PLANTER ON GRADE BOT. @ 7'-6" LOCATION OF 8" CMU, TYP. EXTEND STAIR TO BE FOUNDATION FOR STAIR WALL FULL HEIGHT BLOCK WALL 3'
3'-7"
8" 5'-10"
2'-8"
5'-5"
2/A-9.1
A-8.2
A-8.1
A-8
A-8.3
1/A-9
3/A-9.2
4/A-9.3
5/A-9.3
1 4" GAP AT BACK GARAGE WALL
2'-7
8 1
"
9'-2
8 1
" 5'
5'(GAR) FYSB
8'(HOUSE) FYSB
5'-0"SYS
SYS
5'-0"
UP 44.5' RYS
13'-2"
18'-9
3 16
"
A
B
D
A.6
C.8
C
2 3
4 2.1
3.6 1 GENERAL NOTES GENERAL NOTES: 1. ALL DIMENSIONS MEASURED FROM FACE OF STRUCTURE UNLESS OTHERWISE NOTED. 2. AN APPROVED SEISMIC GAS SHUTOFF VALVE WILL BE INSTALLED ON THE FUEL GAS LINE ON THE DOWN STREAM SIDE OF THE UTILITY METER AND BE RIGIDLY CONNECTED TO THE EXTERIOR OF THE BUILDING OR STRUCTURE ONTAINING THE FUEL GAS PIPING. 3. PLUMBING FIXTURES ARE REQUIRED TO BE CONNECTED TO A SANITARY SEWER OR TO AN APPROVED SEWAGE DISPOSAL SYSTEM. 4. KITCHEN SINKS, LAVATORIES, BATHTUBS, SHOWERS, BIDETS, LUNDRY TUBS, WASHING MACHINE OUTLETS SHALL BE PROVIDED WITH HOT AND COLD WATER AND CONNECTED TO AN APPROVED WATER SUPPLY. 5. BATHTUB AND SHOWER FLOORS, WALLS ABOVE BATHTUBS WITH A SHOWERHEAD, AND SHOWER COMPARTMENTS SHALL BE FINISHED WITH A NOABSORBENT SURFACE SUCH WALL SURFACES SHALL EXTEND TO A EIGHT OF NOT LESS THAN 6 FEET ABOVE THE FLOOR. 6. PROVIDE ULTRA LOW FLUSH WATER CLOSETS FOR ALL NEW CONSTRUCTION. 7. PROVIDE 70-INCH HIGH NON-ABSORBENT WALL ADJACENT TO SHOWER AND APPROVED SHATTER-RESISTANT MATERIALS FOR SHOWER ENCLOSURE. B. WATER HEATER MUST BE STRAPPED TO WALL. (SEC 507 LAPC) 9.SMOKE DETECTORS SHALL BE PROVIDED FOR ALL DWELLING UNITS INTENDED FOR HUMAN OCCUPANCY. 10. WHERE A PERMIT IS REQUIRED FOR ALTERATIONS REPAIRS OR ADDITIONS EXCEEDING $1000.00 EXISTING DWELLINGS OR SLEEPING UNITS THAT HAVE ATTACHED GARAGES OR FUEL-BURNING APPLIANCES SHALL BE PROVIDED WITH A CARBON MONOXIDE DETECTOR IN ACCORDANCE WITH SECTION R315.1. 11. EVERY SPACE INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH NATURAL LIGHT BY MEANS OF GLAZED OPENINGS IN ACCORDANCE WITH SECTION R303.1 OR SHALL BE PROVIDED WITH ARTIFICIAL LIGHT THAT IS ADEQUATE TO PROVIDE AN AVERAGE ILLUMINATION OF 6 FOOT-CANDLES OVER THE AREA OF THE ROOM AT A HEIGHT OF 30" ABOVE THE FLOOR LEVEL. 12. A COPY OF THE EVALUATION REPORT AND/OR CONDITIONS OF LISTING SHALL BE MADE AVAILABLE AT THE JOB SITE. 13. HEATER SHALL BE CAPABLE OF MAINTAINING A MINIMUM ROOM TEMPERATURE OF 68aF AT A POINT 3 FEET ABOVE THE FLOOR AND 2 FEET FROM EXTERIOR WALLS IN ALL HABITABLE ROOMS AT THE DESIGN TEMPERATURE. (R303.8) 14. EVERY DWELLING UNIT SHALL BE PROVIDED WITH A WATER CLOSET, LAVATORY, BATHTUB OR SHOWER, AND KITCHEN (R306.1 AND R306.2). 15. ALL INTERIOR AND EXTERIOR STAIRWAYS SHALL BE ILLUMINATED (R303.6). WATER CLOSET NOTES: 1. PROVIDE 15" MIN. BETWEEN THE CENTER OF WATER CLOSET TO ANY SIDEWALL. 2. PROVIDE 24" CLEAR SPACE IN FRONT OF ANY WATER CLOSET. 3. BATHROOMS, WATER CLOSET COMPARTMENTS AND OTHER SIMILAR ROOMS SHALL PROVIDE NATURAL VENTILATION OR WITH MECHANICAL VENTILATION CABABLE OF 50 CFM EXHAUSTED DIRECL Y TO THE OUTSIDE (R303.3). 4. ALL EXHAUST FAN UNITS IN PROJECT SHALL BE ENERGY STAR RATED AND HUMIDSTAT CONTROLED AND VENTED TO THE OUTSIDE (SEE GRN CODE NOTES ON SHT. C102 #18, #19, .) TYPICAL ON ALL PLANS AT ALL LOCATIONS). NOTE: DAMPPROOFING WHERE REQ. SHALL BE INSTALLED WITH MATERIALS AND AS REQUIRED IN SECTION R406.1 LEGEND KEYNOTES 1. FOUNDATION STEPS; SEE EXTERIOR ELEVATIONS 2. LINE OF BLDG. ABOVE BLOCK WALL BROOM FINISHED CONCRETE POURED CONC WALL PLANTING EARTH TILE SMOKE/ CARBON MONOXIDE DETECTOR S/MO OWNER/APPLICANT JZMC,LLC 300 E. 23RD.STREET COSTA MESA ,CA 92627 949-244-4423 ARCHITECT FREELANDBUCK 724 S.SPRING STREET LOS ANGELES CA 90014 (323)540-4346 FAX (323)570-0846 [email protected] STRUCTURAL ENGINEER JZMC,LLC 300 E. 23RD.STREET COSTA MESA ,CA 92627 949-244-4423 CIVIL ENGINEER JZMC,LLC 300 E.23RD.STREET COSTA MESA,CA 92627 949-244-4423 GEOTECHNICAL ENGINEERING KEITH TUCKER CONSULTING GEOTECHNICAL ENGINEER 9032 CHRISTINE DRIVE HUNTINGTON BEACH ,CA 92646 ARBORIST GUY STIVERS 160 CENTENNIAL WAY SUITE 3 TUSTIN ,CA 92670 714-838-9811 TOPOGRAPHIC MAP JOY CIVIL ENEGINEERING 9681 GARDEN GROVE BLVD #205 GARDEN GROVE CA 92844 7143235795 FREELANDBUCK 132
STAMP REVISIONS 2058 CRESTVIEW DRIVE LAGUNA BEACH CA 92651 SHEET NO. A-5.0 SECOND FLOOR PLAN CRESTVIEW HOUSE 16 of 28 1 PLANNING 12.31.19 PROJECT NUMBER 001 DATE 05.22 SCALE N/A3 PLANNING 02.18.22 UP17 R @7-1/2" 16 T @ 10" REF DW UNDER PANTRY STAIR SECOND FLOOR PLAN SCALE 14"=1'0" DINING ROOM DEN
KITCHEN
LIVING ROOM
CL CL
CL
DECK 2 115.68' F.F
115.68' F.F
115.68' F.F
115.68' F.F
115.68' F.F MAGNETIC ASSUMED 11'-5"
14'-7"
4'-10"
14'-1"
6'-1"
2'-10"
8'-2"
2'-10"
14'-1"
11'-8"
13'-7"
12'-1" 202 204 203 205 201 R7' R5' R12' R8'-0"
R10'R13'
R2'-6"
R6'-7"
3'-3" R12'-7" 7'-6"
7" 4'-10"
3'-9"
5'
5'-3"
4" 5'-4"
5'-11"
6"2'-1"
6'-0"
6'-0"
3'-7"
5'-4"
5'-8"
3'-8"
4'-10"
4'-0"
7'-4"
3'-10" 4'-0"
3'-0"
3'-0"
3'-112" 6'-9"
2/A-9.1
A-8.2
A-8.1
A-8
A-8.3
1/A-9
3/A-9.2
4/A-9.3 5/A-9.3
5'(GAR) FYSB
8'(HOUSE) FYSB 3 3 3 3
5'-0"SYS
SYS 5'-0"
UP STAIRWAY HANDRAIL AND GUARDRAIL 42" HIGH GUARDRAIL (OUTSIDE GARAGE FLOOR FOOTPRINT) MODULAR GREEN ROOF SYSTEM (TRIMMED TO 2' MAX ABOVE DECK) 42" HIGH GUARDRAIL (INCL.PLANTER AREA) 2' WIDE X 5' LONG X 2' HIGH MAX PERMANENT PLANTER A' SECTION A-A' 44.5' RYS 8' 4'-5" A B D A.6 C.8 C 2 3 4 2.1 3.6 1 UP 1' A' 17-6" STORAGE BELOW WITH MODULAR GREEN ROOF SYSTEM (TRIMMED TO 2' MAX ABOVE DECK) 22'-6" GENERAL NOTES: 1. ALL DIMENSIONS MEASURED FROM FACE OF STRUCTURE UNLESS OTHERWISE NOTED. 2. AN APPROVED SEISMIC GAS SHUTOFF VALVE WILL BE INSTALLED ON THE FUEL GAS LINE ON THE DOWN STREAM SIDE OF THE UTILITY METER AND BE RIGIDLY CONNECTED TO THE EXTERIOR OF THE BUILDING OR STRUCTURE ONTAINING THE FUEL GAS PIPING. 3. PLUMBING FIXTURES ARE REQUIRED TO BE CONNECTED TO A SANITARY SEWER OR TO AN APPROVED SEWAGE DISPOSAL SYSTEM. 4. KITCHEN SINKS, LAVATORIES, BATHTUBS, SHOWERS, BIDETS, LUNDRY TUBS, WASHING MACHINE OUTLETS SHALL BE PROVIDED WITH HOT AND COLD WATER AND CONNECTED TO AN APPROVED WATER SUPPLY. 5. BATHTUB AND SHOWER FLOORS, WALLS ABOVE BATHTUBS WITH A SHOWERHEAD, AND SHOWER COMPARTMENTS SHALL BE FINISHED WITH A NOABSORBENT SURFACE SUCH WALL SURFACES SHALL EXTEND TO A EIGHT OF NOT LESS THAN 6 FEET ABOVE THE FLOOR. 6. PROVIDE ULTRA LOW FLUSH WATER CLOSETS FOR ALL NEW CONSTRUCTION. 7. PROVIDE 70-INCH HIGH NON-ABSORBENT WALL ADJACENT TO SHOWER AND APPROVED SHATTER-RESISTANT MATERIALS FOR SHOWER ENCLOSURE. B. WATER HEATER MUST BE STRAPPED TO WALL. (SEC 507 LAPC) 9.SMOKE DETECTORS SHALL BE PROVIDED FOR ALL DWELLING UNITS INTENDED FOR HUMAN OCCUPANCY. 10. WHERE A PERMIT IS REQUIRED FOR ALTERATIONS REPAIRS OR ADDITIONS EXCEEDING $1000.00 EXISTING DWELLINGS OR SLEEPING UNITS THAT HAVE ATTACHED GARAGES OR FUEL-BURNING APPLIANCES SHALL BE PROVIDED WITH A CARBON MONOXIDE DETECTOR IN ACCORDANCE WITH SECTION R315.1. 11. EVERY SPACE INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH NATURAL LIGHT BY MEANS OF GLAZED OPENINGS IN ACCORDANCE WITH SECTION R303.1 OR SHALL BE PROVIDED WITH ARTIFICIAL LIGHT THAT IS ADEQUATE TO PROVIDE AN AVERAGE ILLUMINATION OF 6 FOOT-CANDLES OVER THE AREA OF THE ROOM AT A HEIGHT OF 30" ABOVE THE FLOOR LEVEL. 12. A COPY OF THE EVALUATION REPORT AND/OR CONDITIONS OF LISTING SHALL BE MADE AVAILABLE AT THE JOB SITE. 13. HEATER SHALL BE CAPABLE OF MAINTAINING A MINIMUM ROOM TEMPERATURE OF 68aF AT A POINT 3 FEET ABOVE THE FLOOR AND 2 FEET FROM EXTERIOR WALLS IN ALL HABITABLE ROOMS AT THE DESIGN TEMPERATURE. (R303.8) 14. EVERY DWELLING UNIT SHALL BE PROVIDED WITH A WATER CLOSET, LAVATORY, BATHTUB OR SHOWER, AND KITCHEN (R306.1 AND R306.2). 15. ALL INTERIOR AND EXTERIOR STAIRWAYS SHALL BE ILLUMINATED (R303.6). WATER CLOSET NOTES: 1. PROVIDE 15" MIN. BETWEEN THE CENTER OF WATER CLOSET TO ANY SIDEWALL. 2. PROVIDE 24" CLEAR SPACE IN FRONT OF ANY WATER CLOSET. 3. BATHROOMS, WATER CLOSET COMPARTMENTS AND OTHER SIMILAR ROOMS SHALL PROVIDE NATURAL VENTILATION OR WITH MECHANICAL VENTILATION CAPABLE OF 50 CFM EXHAUSTED DIRECL Y TO THE OUTSIDE (R303.3). 4. ALL EXHAUST FAN UNITS IN PROJECT SHALL BE ENERGY STAR RATED AND HUMIDSTAT CONTROLED AND VENTED TO THE OUTSIDE (SEE GRN CODE NOTES ON SHT. C102 #18, #19, .) TYPICAL ON ALL PLANS AT ALL LOCATIONS). NOTE: DAMPPROOFING WHERE REQ. SHALL BE INSTALLED WITH MATERIALS AND AS REQUIRED IN SECTION R406.1 KEYNOTES 1. FOUNDATION STEPS; SEE EXTERIOR ELEVATIONS LEGEND BLOCK WALL EARTH WOOD FLOOR, GREY STAIN ORIENT PER PLAN WOOD DECK, GREY STAIN, ORIENT PER PLAN, CLASS A ROOF BELOW TILE SMOKE DETECTOR..................................S/MO OWNER/APPLICANT JZMC,LLC 300 E. 23RD.STREET COSTA MESA ,CA 92627 949-244-4423 ARCHITECT FREELANDBUCK 724 S.SPRING STREET LOS ANGELES CA 90014 (323)540-4346 FAX (323)570-0846 [email protected] STRUCTURAL ENGINEER JZMC,LLC 300 E. 23RD.STREET COSTA MESA ,CA 92627 949-244-4423 CIVIL ENGINEER JZMC,LLC 300 E.23RD.STREET COSTA MESA,CA 92627 949-244-4423 GEOTECHNICAL ENGINEERING KEITH TUCKER CONSULTING GEOTECHNICAL ENGINEER 9032 CHRISTINE DRIVE HUNTINGTON BEACH ,CA 92646 ARBORIST GUY STIVERS 160 CENTENNIAL WAY SUITE 3 TUSTIN ,CA 92670 714-838-9811 TOPOGRAPHIC MAP JOY CIVIL ENEGINEERING 9681 GARDEN GROVE BLVD #205 GARDEN GROVE CA 92844 7143235795 FREELANDBUCK 133
STAMP REVISIONS 2058 CRESTVIEW DRIVE LAGUNA BEACH CA 92651 SHEET NO. A-5.1 SECOND FLOOR AREA CALCULATIONS CRESTVIEW HOUSE 17 of 28 1 PLANNING 12.31.19 PROJECT NUMBER 001 DATE 05.22 SCALE N/A 3 PLANNING 02.18.22 AREA 1: RFA 836.11 SF STAIR AREA: 0 SF (RFA EXEMPT) AREA 2: COVERED DECK: 55.13 SF AREA 3: UNCOVERED DECK: 236.78 SF RFA: 836.11 SF FLOOR AREA BREAKDOWN 29'-3"
19'-8"
2'-1"
11'-4"
14'-1"
7"
26'-4" SECOND FLOOR AREA CALCULATION SCALE
1 4"=1'0" MAGNETIC ASSUMED "PER CITY STANDARDS FLOOR AREAS ARE CALCULATED TO OUTSIDE OF WALLS" AREA 1
1 AREA 2
1 AREA 3
1 1
2'-6"
15'-6"
16'-1"
4'-8" 21'-1"
3'-5" 3'-3"
11'-9" 3'-5" 14'-1"
9'-11" 5'-7" 2'-0" GENERAL NOTES: 1. ALL DIMENSIONS MEASURED FROM FACE OF STRUCTURE UNLESS OTHERWISE NOTED. 2. AN APPROVED SEISMIC GAS SHUTOFF VALVE WILL BE INSTALLED ON THE FUEL GAS LINE ON THE DOWN STREAM SIDE OF THE UTILITY METER AND BE RIGIDLY CONNECTED TO THE EXTERIOR OF THE BUILDING OR STRUCTURE ONTAINING THE FUEL GAS PIPING. 3. PLUMBING FIXTURES ARE REQUIRED TO BE CONNECTED TO A SANITARY SEWER OR TO AN APPROVED SEWAGE DISPOSAL SYSTEM. 4. KITCHEN SINKS, LAVATORIES, BATHTUBS, SHOWERS, BIDETS, LUNDRY TUBS, WASHING MACHINE OUTLETS SHALL BE PROVIDED WITH HOT AND COLD WATER AND CONNECTED TO AN APPROVED WATER SUPPLY. 5. BATHTUB AND SHOWER FLOORS, WALLS ABOVE BATHTUBS WITH A SHOWERHEAD, AND SHOWER COMPARTMENTS SHALL BE FINISHED WITH A NOABSORBENT SURFACE SUCH WALL SURFACES SHALL EXTEND TO A EIGHT OF NOT LESS THAN 6 FEET ABOVE THE FLOOR. 6. PROVIDE ULTRA LOW FLUSH WATER CLOSETS FOR ALL NEW CONSTRUCTION. 7. PROVIDE 70-INCH HIGH NON-ABSORBENT WALL ADJACENT TO SHOWER AND APPROVED SHATTER-RESISTANT MATERIALS FOR SHOWER ENCLOSURE. B. WATER HEATER MUST BE STRAPPED TO WALL. (SEC 507 LAPC) 9.SMOKE DETECTORS SHALL BE PROVIDED FOR ALL DWELLING UNITS INTENDED FOR HUMAN OCCUPANCY. 10. WHERE A PERMIT IS REQUIRED FOR ALTERATIONS REPAIRS OR ADDITIONS EXCEEDING $1000.00 EXISTING DWELLINGS OR SLEEPING UNITS THAT HAVE ATTACHED GARAGES OR FUEL-BURNING APPLIANCES SHALL BE PROVIDED WITH A CARBON MONOXIDE DETECTOR IN ACCORDANCE WITH SECTION R315.1. 11. EVERY SPACE INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH NATURAL LIGHT BY MEANS OF GLAZED OPENINGS IN ACCORDANCE WITH SECTION R303.1 OR SHALL BE PROVIDED WITH ARTIFICIAL LIGHT THAT IS ADEQUATE TO PROVIDE AN AVERAGE ILLUMINATION OF 6 FOOT-CANDLES OVER THE AREA OF THE ROOM AT A HEIGHT OF 30" ABOVE THE FLOOR LEVEL. 12. A COPY OF THE EVALUATION REPORT AND/OR CONDITIONS OF LISTING SHALL BE MADE AVAILABLE AT THE JOB SITE. 13. HEATER SHALL BE CAPABLE OF MAINTAINING A MINIMUM ROOM TEMPERATURE OF 68aF AT A POINT 3 FEET ABOVE THE FLOOR AND 2 FEET FROM EXTERIOR WALLS IN ALL HABITABLE ROOMS AT THE DESIGN TEMPERATURE. (R303.8) 14. EVERY DWELLING UNIT SHALL BE PROVIDED WITH A WATER CLOSET, LAVATORY, BATHTUB OR SHOWER, AND KITCHEN (R306.1 AND R306.2). 15. ALL INTERIOR AND EXTERIOR STAIRWAYS SHALL BE ILLUMINATED (R303.6). WATER CLOSET NOTES: 1. PROVIDE 15" MIN. BETWEEN THE CENTER OF WATER CLOSET TO ANY SIDEWALL. 2. PROVIDE 24" CLEAR SPACE IN FRONT OF ANY WATER CLOSET. 3. BATHROOMS, WATER CLOSET COMPARTMENTS AND OTHER SIMILAR ROOMS SHALL PROVIDE NATURAL VENTILATION OR WITH MECHANICAL VENTILATION CAPABLE OF 50 CFM EXHAUSTED DIRECL Y TO THE OUTSIDE (R303.3). 4. ALL EXHAUST FAN UNITS IN PROJECT SHALL BE ENERGY STAR RATED AND HUMIDSTAT CONTROLED AND VENTED TO THE OUTSIDE (SEE GRN CODE NOTES ON SHT. C102 #18, #19, .) TYPICAL ON ALL PLANS AT ALL LOCATIONS). NOTE: DAMPPROOFING WHERE REQ. SHALL BE INSTALLED WITH MATERIALS AND AS REQUIRED IN SECTION R406.1 KEYNOTES 1. FOUNDATION STEPS; SEE EXTERIOR ELEVATIONS LEGEND BLOCK WALL EARTH WOOD FLOOR, GREY STAIN ORIENT PER PLAN WOOD DECK, GREY STAIN, ORIENT PER PLAN, CLASS A ROOF BELOW TILE SMOKE DETECTOR..................................S/MO OWNER/APPLICANT JZMC,LLC 300 E. 23RD.STREET COSTA MESA ,CA 92627 949-244-4423 ARCHITECT FREELANDBUCK 724 S.SPRING STREET LOS ANGELES CA 90014 (323)540-4346 FAX (323)570-0846 [email protected] STRUCTURAL ENGINEER JZMC,LLC 300 E. 23RD.STREET COSTA MESA ,CA 92627 949-244-4423 CIVIL ENGINEER JZMC,LLC 300 E.23RD.STREET COSTA MESA,CA 92627 949-244-4423 GEOTECHNICAL ENGINEERING KEITH TUCKER CONSULTING GEOTECHNICAL ENGINEER 9032 CHRISTINE DRIVE HUNTINGTON BEACH ,CA 92646 ARBORIST GUY STIVERS 160 CENTENNIAL WAY SUITE 3 TUSTIN ,CA 92670 714-838-9811 TOPOGRAPHIC MAP JOY CIVIL ENEGINEERING 9681 GARDEN GROVE BLVD #205 GARDEN GROVE CA 92844 7143235795 FREELANDBUCK 134
STAMP REVISIONS 2058 CRESTVIEW DRIVE LAGUNA BEACH CA 92651 SHEET NO. A-6.0 THIRD FLOOR PLAN CRESTVIEW HOUSE 18 of 28 1 PLANNING 12.31.19 PROJECT NUMBER 001 DATE 05.22 SCALE N/A 3 PLANNING 02.18.22 THIRD FLOOR PLAN SCALE
1 4"=1'0" MAGNETIC ASSUMED
W
D
MASTER BED.
WALK-IN CLOSET
BEDROOM 2
BATH
BATH
BEDROOM 1
DECK 3
CL
CL
CL
126.68' F.F
126.68' F.F
126.68' F.F
126.68' F.F
11'-10"
14'-5"
11'-11"
12'-5" 10'-1"
8'-10" 6'-6" 8'-10"
14'-6" MAX 4" BETWEEN POST AND FACE OF BUILDING, TYP. 306 307 308 301 302 303 304 305 9"
5'
6'-5"
3'-9"
7'-5"
3'-1"
1'-10" 2'-8"
2'-0"
6"
8'-10" 3'-5"
8'-8"
2'-4" 1'-4" 2'-10" 10" 3'-10" 1'-3"
5'-6"
5"
3'-0"
4"8"
5'-3"
4'-11"
2'-11"
5'
4'-10"
5'-4"
5'-2"
7'-6"
1'-1"
10'-3"
3'
4"
2'-8"
8'-2"
6'-10"
3'-3"
R6'-2"
2'-4"
2'-8"
4'-4"
2'-8"
8'-2"
12'-5"
5'-7
4 1
" 5" 6'-5"
2/A-9.1
A-8.2
A-8.1
A-8
A-8.3
1/A-9
3/A-9.2
4/A-9.3
5/A-9.3
LEVEL 2 DECK
BELOW
5'(GAR) FYSB
8'(HOUSE) FYSB
3 3
3 3
5'-0"SYS
SYS
5'-0"
HALLWAY
126.68' F.F
LANDING
122.8' F.F
UP 44.5' RYS
6'-2"
15'
6'-5"
8'
4'-5"
15'-5"
23'-5"
6'-10"
A
B
D
A.6
C.8
C
2 3
4 2.1
3.6 1 1' UP
A'
15'-2"
22'-6" GENERAL NOTES: 1. ALL DIMENSIONS MEASURED FROM FACE OF STRUCTURE UNLESS OTHERWISE NOTED. 2. AN APPROVED SEISMIC GAS SHUTOFF VALVE WILL BE INSTALLED ON THE FUEL GAS LINE ON THE DOWN STREAM SIDE OF THE UTILITY METER AND BE RIGIDLY CONNECTED TO THE EXTERIOR OF THE BUILDING OR STRUCTURE ONTAINING THE FUEL GAS PIPING. 3. PLUMBING FIXTURES ARE REQUIRED TO BE CONNECTED TO A SANITARY SEWER OR TO AN APPROVED SEWAGE DISPOSAL SYSTEM. 4. KITCHEN SINKS, LAVATORIES, BATHTUBS, SHOWERS, BIDETS, LUNDRY TUBS, WASHING MACHINE OUTLETS SHALL BE PROVIDED WITH HOT AND COLD WATER AND CONNECTED TO AN APPROVED WATER SUPPLY. 5. BATHTUB AND SHOWER FLOORS, WALLS ABOVE BATHTUBS WITH A SHOWERHEAD, AND SHOWER COMPARTMENTS SHALL BE FINISHED WITH A NOABSORBENT SURFACE SUCH WALL SURFACES SHALL EXTEND TO A EIGHT OF NOT LESS THAN 6 FEET ABOVE THE FLOOR. 6. PROVIDE ULTRA LOW FLUSH WATER CLOSETS FOR ALL NEW CONSTRUCTION. 7. PROVIDE 70-INCH HIGH NON-ABSORBENT WALL ADJACENT TO SHOWER AND APPROVED SHATTER-RESISTANT MATERIALS FOR SHOWER ENCLOSURE. B. WATER HEATER MUST BE STRAPPED TO WALL. (SEC 507 LAPC) 9.SMOKE DETECTORS SHALL BE PROVIDED FOR ALL DWELLING UNITS INTENDED FOR HUMAN OCCUPANCY. 10. WHERE A PERMIT IS REQUIRED FOR ALTERATIONS REPAIRS OR ADDITIONS EXCEEDING $1000.00 EXISTING DWELLINGS OR SLEEPING UNITS THAT HAVE ATTACHED GARAGES OR FUEL-BURNING APPLIANCES SHALL BE PROVIDED WITH A CARBON MONOXIDE DETECTOR IN ACCORDANCE WITH SECTION R315.1. 11. EVERY SPACE INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH NATURAL LIGHT BY MEANS OF GLAZED OPENINGS IN ACCORDANCE WITH SECTION R303.1 OR SHALL BE PROVIDED WITH ARTIFICIAL LIGHT THAT IS ADEQUATE TO PROVIDE AN AVERAGE ILLUMINATION OF 6 FOOT-CANDLES OVER THE AREA OF THE ROOM AT A HEIGHT OF 30" ABOVE THE FLOOR LEVEL. 12. A COPY OF THE EVALUATION REPORT AND/OR CONDITIONS OF LISTING SHALL BE MADE AVAILABLE AT THE JOB SITE. 13. HEATER SHALL BE CAPABLE OF MAINTAINING A MINIMUM ROOM TEMPERATURE OF 68aF AT A POINT 3 FEET ABOVE THE FLOOR AND 2 FEET FROM EXTERIOR WALLS IN ALL HABITABLE ROOMS AT THE DESIGN TEMPERATURE. (R303.8) 14. EVERY DWELLING UNIT SHALL BE PROVIDED WITH A WATER CLOSET, LAVATORY, BATHTUB OR SHOWER, AND KITCHEN (R306.1 AND R306.2). 15. ALL INTERIOR AND EXTERIOR STAIRWAYS SHALL BE ILLUMINATED (R303.6). WATER CLOSET NOTES: 1. PROVIDE 15" MIN. BETWEEN THE CENTER OF WATER CLOSET TO ANY SIDEWALL. 2. PROVIDE 24" CLEAR SPACE IN FRONT OF ANY WATER CLOSET. 3. BATHROOMS, WATER CLOSET COMPARTMENTS AND OTHER SIMILAR ROOMS SHALL PROVIDE NATURAL VENTILATION OR WITH MECHANICAL VENTILATION CAPABLE OF 50 CFM EXHAUSTED DIRECL Y TO THE OUTSIDE (R303.3). 4. ALL EXHAUST FAN UNITS IN PROJECT SHALL BE ENERGY STAR RATED AND HUMIDSTAT CONTROLED AND VENTED TO THE OUTSIDE (SEE GRN CODE NOTES ON SHT. C102 #18, #19, .) TYPICAL ON ALL PLANS AT ALL LOCATIONS). NOTE: DAMPPROOFING WHERE REQ. SHALL BE INSTALLED WITH MATERIALS AND AS REQUIRED IN SECTION R406.1 KEYNOTES 1. FOUNDATION STEPS; SEE EXTERIOR ELEVATIONS LEGEND BLOCK WALL EARTH WOOD FLOOR, GREY STAIN ORIENT PER PLAN WOOD DECK, GREY STAIN, ORIENT PER PLAN, CLASS A ROOF BELOW TILE SMOKE DETECTOR.................................. S/MO OWNER/APPLICANT JZMC,LLC 300 E. 23RD.STREET COSTA MESA ,CA 92627 949-244-4423 ARCHITECT FREELANDBUCK 724 S.SPRING STREET LOS ANGELES CA 90014 (323)540-4346 FAX (323)570-0846 [email protected] STRUCTURAL ENGINEER JZMC,LLC 300 E. 23RD.STREET COSTA MESA ,CA 92627 949-244-4423 CIVIL ENGINEER JZMC,LLC 300 E.23RD.STREET COSTA MESA,CA 92627 949-244-4423 GEOTECHNICAL ENGINEERING KEITH TUCKER CONSULTING GEOTECHNICAL ENGINEER 9032 CHRISTINE DRIVE HUNTINGTON BEACH ,CA 92646 ARBORIST GUY STIVERS 160 CENTENNIAL WAY SUITE 3 TUSTIN ,CA 92670 714-838-9811 TOPOGRAPHIC MAP JOY CIVIL ENEGINEERING 9681 GARDEN GROVE BLVD #205 GARDEN GROVE CA 92844 7143235795 FREELANDBUCK 135
STAMP REVISIONS 2058 CRESTVIEW DRIVE LAGUNA BEACH CA 92651 SHEET NO. A-6.1 THIRD FLOOR AREA CALCULATION CRESTVIEW HOUSE 19 OF 28 1 PLANNING 12.31.19 PROJECT NUMBER 001 DATE 05.22 SCALE N/A 3 PLANNING 02.18.22 FLOOR AREA BREAKDOWN
7'-0" 2'-9"
14'-8" 4'-10"
7'-6" AREA 1: RFA 880.00 SF AREA 2:STAIR AREA: 53.2 SF (RFA EXEMPT) COVERED DECK: 0 SF (RFA EXEMPT)
AREA 3:UNCOVERED DECK: 65 SF (RFA EXEMPT) RFA: 880.00 SF R3 OCC: 880.00 SF THIRD FLOOR AREA CALCULATION SCALE 1 4"=1'0" MAGNETIC ASSUMED "PER CITY STANDARDS FLOOR AREAS ARE CALCULATED TO OUTSIDE OF WALLS" 1 AREA 3
1 AREA 1
1 AREA 2
1 2'-0"
11'-2"
31'-8"
21'-8"
15'-5" 9'-10"
26'-8" GENERAL NOTES: 1. ALL DIMENSIONS MEASURED FROM FACE OF STRUCTURE UNLESS OTHERWISE NOTED. 2. AN APPROVED SEISMIC GAS SHUTOFF VALVE WILL BE INSTALLED ON THE FUEL GAS LINE ON THE DOWN STREAM SIDE OF THE UTILITY METER AND BE RIGIDLY CONNECTED TO THE EXTERIOR OF THE BUILDING OR STRUCTURE ONTAINING THE FUEL GAS PIPING. 3. PLUMBING FIXTURES ARE REQUIRED TO BE CONNECTED TO A SANITARY SEWER OR TO AN APPROVED SEWAGE DISPOSAL SYSTEM. 4. KITCHEN SINKS, LAVATORIES, BATHTUBS, SHOWERS, BIDETS, LUNDRY TUBS, WASHING MACHINE OUTLETS SHALL BE PROVIDED WITH HOT AND COLD WATER AND CONNECTED TO AN APPROVED WATER SUPPLY. 5. BATHTUB AND SHOWER FLOORS, WALLS ABOVE BATHTUBS WITH A SHOWERHEAD, AND SHOWER COMPARTMENTS SHALL BE FINISHED WITH A NOABSORBENT SURFACE SUCH WALL SURFACES SHALL EXTEND TO A EIGHT OF NOT LESS THAN 6 FEET ABOVE THE FLOOR. 6. PROVIDE ULTRA LOW FLUSH WATER CLOSETS FOR ALL NEW CONSTRUCTION. 7. PROVIDE 70-INCH HIGH NON-ABSORBENT WALL ADJACENT TO SHOWER AND APPROVED SHATTER-RESISTANT MATERIALS FOR SHOWER ENCLOSURE. B. WATER HEATER MUST BE STRAPPED TO WALL. (SEC 507 LAPC) 9.SMOKE DETECTORS SHALL BE PROVIDED FOR ALL DWELLING UNITS INTENDED FOR HUMAN OCCUPANCY. 10. WHERE A PERMIT IS REQUIRED FOR ALTERATIONS REPAIRS OR ADDITIONS EXCEEDING $1000.00 EXISTING DWELLINGS OR SLEEPING UNITS THAT HAVE ATTACHED GARAGES OR FUEL-BURNING APPLIANCES SHALL BE PROVIDED WITH A CARBON MONOXIDE DETECTOR IN ACCORDANCE WITH SECTION R315.1. 11. EVERY SPACE INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH NATURAL LIGHT BY MEANS OF GLAZED OPENINGS IN ACCORDANCE WITH SECTION R303.1 OR SHALL BE PROVIDED WITH ARTIFICIAL LIGHT THAT IS ADEQUATE TO PROVIDE AN AVERAGE ILLUMINATION OF 6 FOOT-CANDLES OVER THE AREA OF THE ROOM AT A HEIGHT OF 30" ABOVE THE FLOOR LEVEL. 12. A COPY OF THE EVALUATION REPORT AND/OR CONDITIONS OF LISTING SHALL BE MADE AVAILABLE AT THE JOB SITE. 13. HEATER SHALL BE CAPABLE OF MAINTAINING A MINIMUM ROOM TEMPERATURE OF 68aF AT A POINT 3 FEET ABOVE THE FLOOR AND 2 FEET FROM EXTERIOR WALLS IN ALL HABITABLE ROOMS AT THE DESIGN TEMPERATURE. (R303.8) 14. EVERY DWELLING UNIT SHALL BE PROVIDED WITH A WATER CLOSET, LAVATORY, BATHTUB OR SHOWER, AND KITCHEN (R306.1 AND R306.2). 15. ALL INTERIOR AND EXTERIOR STAIRWAYS SHALL BE ILLUMINATED (R303.6). WATER CLOSET NOTES: 1. PROVIDE 15" MIN. BETWEEN THE CENTER OF WATER CLOSET TO ANY SIDEWALL. 2. PROVIDE 24" CLEAR SPACE IN FRONT OF ANY WATER CLOSET. 3. BATHROOMS, WATER CLOSET COMPARTMENTS AND OTHER SIMILAR ROOMS SHALL PROVIDE NATURAL VENTILATION OR WITH MECHANICAL VENTILATION CAPABLE OF 50 CFM EXHAUSTED DIRECL Y TO THE OUTSIDE (R303.3). 4. ALL EXHAUST FAN UNITS IN PROJECT SHALL BE ENERGY STAR RATED AND HUMIDSTAT CONTROLED AND VENTED TO THE OUTSIDE (SEE GRN CODE NOTES ON SHT. C102 #18, #19, .) TYPICAL ON ALL PLANS
AT ALL LOCATIONS). NOTE: DAMPPROOFING WHERE REQ. SHALL BE INSTALLED WITH MATERIALS AND AS REQUIRED IN SECTION R406.1 KEYNOTES 1. FOUNDATION STEPS; SEE EXTERIOR ELEVATIONS LEGEND BLOCK WALL EARTH WOOD FLOOR, GREY STAIN ORIENT PER PLAN WOOD DECK, GREY STAIN, ORIENT PER PLAN, CLASS A ROOF BELOW TILE SMOKE DETECTOR.................................. S/MO OWNER/APPLICANT JZMC,LLC 300 E. 23RD.STREET COSTA MESA ,CA 92627 949-244-4423 ARCHITECT FREELANDBUCK 724 S.SPRING STREET LOS ANGELES CA 90014 (323)540-4346 FAX (323)570-0846 [email protected] STRUCTURAL ENGINEER JZMC,LLC 300 E. 23RD.STREET COSTA MESA ,CA 92627 949-244-4423 CIVIL ENGINEER JZMC,LLC 300 E.23RD.STREET COSTA MESA,CA 92627 949-244-4423 GEOTECHNICAL ENGINEERING KEITH TUCKER CONSULTING GEOTECHNICAL ENGINEER 9032 CHRISTINE DRIVE HUNTINGTON BEACH ,CA 92646 ARBORIST GUY STIVERS 160 CENTENNIAL WAY SUITE 3 TUSTIN ,CA 92670 714-838-9811 TOPOGRAPHIC MAP JOY CIVIL ENEGINEERING 9681 GARDEN GROVE BLVD #205 GARDEN GROVE CA 92844 7143235795 FREELANDBUCK 136
STAMP REVISIONS 2058 CRESTVIEW DRIVE LAGUNA BEACH CA 92651 SHEET NO. A-7.0 ROOF FLOOR PLAN CRESTVIEW HOUSE 20 of 28 1 PLANNING 12.31.19 PROJECT NUMBER 001 DATE 05.22 SCALE N/A 3 PLANNING 02.18.22 ROOF FLOOR PLAN SCALE
1 4"=1'0" MAGNETIC ASSUMED
ROOF TOP OF PARAPET
137.68' F.F
10'-7
11 16
"
11'-10"
15'-0"
15'-10"
10'-1"
21'-5"
18'-1"
13'-2"
2/A-9.1
A-8.2
A-8.1
A-8
A-8.3
1/A-9
3/A-9.2
4/A-9.3
5/A-9.3
2% MIN
SLOPE
2% MIN
SLOPE
2% MIN
2% MIN
2% MIN
2% MIN
3'MIN.CL RQD
3'MIN.CL RQD
24'-6"
5'
3'-10"
7'
18'-9" FOR SOLAR USE 250 FS MIN. RQD (254.9 SF PROVIDED) PROVIDE 1" MIN. METALLIC CONDUIT FOR SOLAR USE 5'(GAR) FYSB
8'(HOUSE) FYSB
3 3
3 3
5'-0"SYS
SYS
5'-0"
UP 44.5' RYS
1'
A
B
D
A.6
C.8
C
2 3
4 2.1
3.6 1
8'
4'-5" GENERAL NOTES KEYNOTES 1. ROOFING MATERIAL- CARLISLE WHITE SURE-WELD TPO REINFORCED MEMBRANE ICC #ESR-1463 SRI INITIAL-99, SRI 3 YEAR-85, THERMAL EMITTANCE-0.9 2. BALCONY MATERIAL- OPEN WOOD DECK, GREY STAIN,ORIENT PER PLAN, CLASS A ROOF BELOW ROOF NOTES: 1. ALL DIMENSIONS MEASURED FROM FACE OF STRUCTURE UNLESS OTHERWISE NOTED. 2. DIAGONAL DIMENSIONS ALIGN WITH CONTROL POINT"B". 3. CONVEY RUNOFF TO THE STREET VIA A NON-EROSIVE DEVICE. 4. PROVIDE A "CLASS A" FIRE-RETARDANT ROOF COVERING. 5. CLASS "A" ROOF COVERING IS REQ. FOR ALL BUILDINGS LOCATED IN A MOUNTAIN FIRE DISTRICT OR FIRE BUFFER ZONE. 6. ROOF SHALL CONSIST OF A "CLASS A" MODIFIED BITUMEN BUll T-UP ROOF. 7. THE MAIN ELECTRICAL SERVICE PANEL SHALL HAVE A RESERVED SPACE TO ALLOW FOR INSTALLATION OF A DOUBLE POLE CIRCUIT BREAKER FOR A FUTURE SOLAR ELECTRIC INSTALLATION. THE RESERVED SPACE SHALL BE POSITIONED AT THE OPPOSITE (LOAD) END FROM THE INPUT FEEDER LOCATION OR MAIN CIRCUIT LOCATION SHAT BE PERMANENTLY MARKED AS 'FOR FUTURE SOLAR ELECTRIC 8. SOLAR ZONE SHALL BE FREE OF OBSTRUCTIONS AND BE SETBACK AT LEAST TWO TIMES THE HEIGHT OF ANY OBSTRUCTIONS, INCLUDING BUT NOT LIMITED TO VENTS, CHIMNEYS, AND EQUIPMENT 9.ROOFING MATERIAL- CARLISLE WHITE SURE-WELD TPO REINFORCED MEMBRANE ICC #ESR-1463 SRI INITIAL-99, SRI 3 YEAR-85, THERMAL EMITTANCE-0.9 ELECTRIC NOTES 1. THE MAIN SERVICE PANEL SHALL HAVE A MINIMUM BUSBAR RATING OF 200 AMPS 2. THE MAIN ELECTRICAL SERVICE PANEL SHALL HAVE A RESERVED SPACE TO ALLOW FOR INSTALLATION OF A DOUBLE POLE CIRCUIT BREAKER FOR A FUTURE SOLAR ELECTRIC INSTALLATION. THE RESERVED SPACE SHALL BE POSITIONED AT THE OPPOSITE (LOAD) END FROM THE INPUT FEEDER LOCATION OF MAIN CIRCUIT LOCATION AND SHALL BE PERMENANTLY MARKED AS 'FOR FUTURE SOLAR ELECTRIC' B.O.S. LID DEVCE CALCS TOTAL ROOF AREA: 985 SF GROSS MITIGATION REQ. FOR TRIBUTARY AREA FROM ROOF: ONE 38.5 SF PLANTER TOTAL UNCOVERED BALCONY AREA: 340 GROSS MITIGATION REQ. FOR TRIBUTARY AREA FROM BALCONIES: ONE 13.5 SF PLANTER LEGEND GWB. CLG. (SEE PLAN FOR ELEV) CEILING DIFFUSER FLOOR DIFFUSER CEILING DIFFUSER DUCT UP/DN RETURN FAN DUCT WALL SUP WALL RETURN F
U
P
D
N OWNER/APPLICANT JZMC,LLC 300 E. 23RD.STREET COSTA MESA ,CA 92627 949-244-4423 ARCHITECT FREELANDBUCK 724 S.SPRING STREET LOS ANGELES CA 90014 (323)540-4346 FAX (323)570-0846 [email protected] STRUCTURAL ENGINEER JZMC,LLC 300 E. 23RD.STREET COSTA MESA ,CA 92627 949-244-4423 CIVIL ENGINEER JZMC,LLC 300 E.23RD.STREET COSTA MESA,CA 92627 949-244-4423 GEOTECHNICAL ENGINEERING KEITH TUCKER CONSULTING GEOTECHNICAL ENGINEER 9032 CHRISTINE DRIVE HUNTINGTON BEACH ,CA 92646 ARBORIST GUY STIVERS 160 CENTENNIAL WAY SUITE 3 TUSTIN ,CA 92670 714-838-9811 TOPOGRAPHIC MAP JOY CIVIL ENEGINEERING 9681 GARDEN GROVE BLVD #205 GARDEN GROVE CA 92844 7143235795 FREELANDBUCK 137
STAMP REVISIONS 2058 CRESTVIEW DRIVE LAGUNA BEACH CA 92651 SHEET NO. A-8.0 SOUTH ELEVATION CRESTVIEW HOUSE 21 of 28 1 PLANNING 12.31.19
2 FIRE DEPARTMENT 02/21/20 PROJECT NUMBER 001 DATE 05.22 SCALE N/A 3 PLANNING 02.18.22 85.17'
15% MAX. EXIST. GRADE AT SOUTH PL EXIST. GRADE AT SOUTH FACE OF THE BLDG FF 104.68 11'-0" 11'-0" 11'-0" SOUTH ELEVATION SCALE 1/4"=1'0" FF 115.68 FF 126.68 TOP OF ROOF 137.6816'1" LEGEND NOTES: 1. ALL DIMENSIONS MEASURED FROM FACE OF STRUCTURE UNLESS OTHERWISE NOTED. 2. STRUCTURE SHOWN FOR SCHEMATIC PURPOSES ONLY. 3. PROVIDE DAMP-PROOFING FOR ALL WALLS BELOW GRADE THAT ENCLOSE USABLE SPACE. HARDIEPANEL VERT. SIDING (LARR 24862)
BOARD ON BATTEN, LIGHT MIST HARDIEPANEL VERT. SIDING(LARR 24862) BATTEN ON BOARD, LIGHT MIST FF 88.17'
8'-6" 9'-10.5" 9'-10.5"
CEILING HEIGHT CEILING HEIGHT CEILING HEIGHT F.G 104.0' GARAGE F.F 88.25' 88.17' AT END OF DRIVEWAY 5'-0" MAX (TYP) 1 4" SEPARATION GAP C.B. (156) 156 E.P TOWCL FSFG LEGEND: EXISTING TOPO. CONTOURS FINISHED TOPO. CONTOURS CATCH BASIN DRAINAGE TROUGH (SWALE OR CLOSED DRAIN) END OF STREET PAVEMENT TOP OF WALL CENTER LINE FINISHED SURFACE EXISTING GRADE FINISHED GRADE DIRECTION OF SLOPE EG 100.0' PROPERTY CORNER-SOUTH 86.0' PROPERTY CORNER-NORTH 4"X4" BOX GUTTER EXIST. GRADE AT SOUTH PL EXIST. GRADE AT SOUTH BLDG FACE FINISHED GRADE ATHOUSE FACE T.O.W 132.0' T.O.W 127.5' F.G.120' BOTTOM OFWINDOWS 119.0' F.G 115' F.G106.0' F.S 122.5' T.O.W 95.0' T.O 91.05' T.O.W 104.68' PERVIOUS PATIO AREA 1 2 (E)SLOPE BOARD AND BATTEN SIDING HARDIE BOARD, TYP. (LARR 24862) T.O RAIL 108.2' 3' FIRE ACCESS 3' WIDE MIN. STEP DOWN F.G 104.1 7.5" MAX. DROP 7.5" MAX RISER (TYP) 10%MAX SLOPE (TYP) FIRE ACCESS PATH 1 1
1 1
1 F.S 120.6' 1 1% MIN NATURAL GRADE EL.146.0' AT REAR PL ALONG SOUTHERN FACE OF BLDG 1 12'-0" EL.158.0' GUIDELINE ALONG SOUTHERN FACE OF BLDG 1 GUIDELINE 12'-0" MAX. ABOVE REAL PL
1 CLG 103.68' CLG 114.56' CLG 125.56' CLG 135.18'
1FD FOR FIRE ACCESS PATH SEE NON-COMBUSIBLE STAIRS DETAILS 2FD
2 110' FINISHED GRADE AT THIS POINT (SEE PLAN)
29'-2" SEE PLAN FOR PRECISE LOCATION
29'-0" FG 121' AT HOUSE FACE 29' FINISHED GRADE LINE TOP RAIL EL.119.18' GARAGE MAX ALLOWED FOR STAIRS 42" STAIRS LANDING 42" METAL RAILING OUTSIDE GARAGE FLOOR FOOTPRINT (SEE PLAN) PL 99'-6" 15'-0" 5'-0" 5'FYS (GARAGE) 8'-0"
15'-0" 8'FYS (HOUSE)
15'-0" PL 44.5' RYS LINE 302 303 305 203 202
4 3.6
3 2.1
2 1 4'-0" 15'-5" 22'-6" 6'-5" 6'-2" 15'
36'-0" 21'-6" OWNER/APPLICANT JZMC,LLC 300 E. 23RD.STREET COSTA MESA ,CA 92627 949-244-4423 ARCHITECT FREELANDBUCK 724 S.SPRING STREET LOS ANGELES CA 90014 (323)540-4346 FAX (323)570-0846 [email protected] STRUCTURAL ENGINEER JZMC,LLC 300 E. 23RD.STREET COSTA MESA ,CA 92627 949-244-4423 CIVIL ENGINEER JZMC,LLC 300 E.23RD.STREET COSTA MESA,CA 92627 949-244-4423 GEOTECHNICAL ENGINEERING KEITH TUCKER CONSULTING GEOTECHNICAL ENGINEER 9032 CHRISTINE DRIVE HUNTINGTON BEACH ,CA 92646 ARBORIST GUY STIVERS 160 CENTENNIAL WAY SUITE 3 TUSTIN ,CA 92670 714-838-9811 TOPOGRAPHIC MAP JOY CIVIL ENEGINEERING 9681 GARDEN GROVE BLVD #205 GARDEN GROVE CA 92844 7143235795 FREELANDBUCK 138
STAMP REVISIONS 2058 CRESTVIEW DRIVE LAGUNA BEACH CA 92651 SHEET NO. A-8.1 NORTH ELEVATION CRESTVIEW HOUSE 22 of 28 1 PLANNING 12.31.19
2 FIRE DEPARTMENT 02/21/20 PROJECT NUMBER 001 DATE 05.22 SCALE N/A 3 PLANNING 02.18.22 F.G AT HOUSE NORTH ELEV. NORTH ELEVATION 137.68'
23.41' NORTH ELEVATION SCALE 1/4"=1'0" FF 104.68'
11'-0" FF115.68' FF 126.68' TOP OF ROOF PARAPET137.68'11'-0" 11'-0" F.F EL.85.17'
15% MAX.
10% MAX. BOARD AND BATTEN SIDING HARDIE BOARD, TYP. (LARR 24862) 4"X4" BOX GUTTER
CEILING HEIGHT CEILING HEIGHT CEILING HEIGHT
9'-10.5" 9'-10.5" 8'-6" LEGEND NOTES: 1. ALL DIMENSIONS MEASURED FROM FACE OF STRUCTURE UNLESS OTHERWISE NOTED. 2. STRUCTURE SHOWN FOR SCHEMATIC PURPOSES ONLY. 3. PROVIDE DAMP-PROOFING FOR ALL WALLS BELOW GRADE THAT ENCLOSE USABLE SPACE. HARDIEPANEL VERT. SIDING (LARR 24862)
BOARD ON BATTEN, LIGHT MIST HARDIEPANEL VERT. SIDING(LARR 24862) BATTEN ON BOARD, LIGHT MIST C.B. (156) 156 E.P TOWCL FSFG LEGEND: EXISTING TOPO. CONTOURS FINISHED TOPO. CONTOURS CATCH BASIN DRAINAGE TROUGH (SWALE OR CLOSED DRAIN) END OF STREET PAVEMENT TOP OF WALL CENTER LINE FINISHED SURFACE EXISTING GRADE FINISHED GRADE DIRECTION OF SLOPE EG EXIST. GRADE AT HOUSE SOUTH FACE F.G AT HOUSE SOUTH FACE E.G AT HOUSE SOUTH FACE E.G. 113.75' 42"MIN GUARD WALL TYP. T.O.W 108.2'
16'-1" 100.0' PROPERTY CORNER-SOUTH 86.0' PROPERTY CORNER-NORTH 1 4" SEPARATION GAP T.O.W 118.5' END T.O.W 118.5 F.S 122.5' 5'-0" MAX (TYP) T.O.W 127.5' T.O.W 95.0' T.O LANDING 91.05' T.O LANDING 101.66' E.G REAR PL 144.0' HOUSE SOUTH FACE E.G REAR PL,S.E CORNER 137.0' 42"MIN EL. 119.18' T.O.W 105.16' FIRE ACCESS STEPS (TYP) GARAGE F.F 88.25' FILL 6" MAX. 1 1
1 1
1 1
1 7.5" MAX RISER (TYP) 10%MAX SLOPE (TYP) 1
1 FIRE ACCESS 3' WIDE MIN.
1 LANDSCAPING WALL SEE PLAN (TYP) FIRE ACCESS STEPS (TYP) 1 1 TO DRIVEWAY F.F AT STEPS EL.88.5'
1 CLG 103.68' CLG 114.56' CLG 125.56' CLG 135.18' 29' GUIDELINE 143.5' 29'-0"
12'-0"
1 REAR PL GUIDELINE 149.68'
1 E.G. 137.68' AT REAR PL HOUSE NORTH FACE
1 F.G AT HOUSE SOUTH FACE TOP OF WALL AT PL AT DRIVEWAY T.O.W EL. 102.0' 6'X3' STAINLESS STEELCABLE TRELLIS SYSTEM FOR GREEN WALL 1FD FIRE ACCESS PATH SEE NON-COMBUSIBLE STAIRS DETAILS
2FD
2 1 2 2.1
4 EG EL.104.5' AT HOUSE FACE
29'-0" T.O PARAPET CORNER AT NORTH ELEVATION 137.68' (E)REMNANT OF TEMPORARY TERRACE DRAIN SYSTEM OWNERS OPTION TO MODIFY PER EASEMENT AGREEMENT PERMANENT PLANTER 2' MAX HEIGHT MANTEINED STAIRS LANDING GUARDRAIL 44.5' RYS 10'-0" 36'-0" PL FYS (GARAGE) FYS (HOUSE)
15'-0"
15'-0"
15'-0" GREEN ROOF METAL GUARDRAIL (TYP) AT BACKGROUND
MAX AT
STAIRWAY 87.0' AT PL 308 309 204 206 101 FF 88.17' END OF DRIVEWAY 5'-0" 8'-0" E.G AT NORTH PL 3 3.6 15' 6'-2" 6'-5" 22'-6" 15'-5" OWNER/APPLICANT JZMC,LLC 300 E. 23RD.STREET COSTA MESA ,CA 92627 949-244-4423 ARCHITECT FREELANDBUCK 724 S.SPRING STREET LOS ANGELES CA 90014 (323)540-4346 FAX (323)570-0846 [email protected] STRUCTURAL ENGINEER JZMC,LLC 300 E. 23RD.STREET COSTA MESA ,CA 92627 949-244-4423 CIVIL ENGINEER JZMC,LLC 300 E.23RD.STREET COSTA MESA,CA 92627 949-244-4423 GEOTECHNICAL ENGINEERING KEITH TUCKER CONSULTING GEOTECHNICAL ENGINEER 9032 CHRISTINE DRIVE HUNTINGTON BEACH ,CA 92646 ARBORIST GUY STIVERS 160 CENTENNIAL WAY SUITE 3 TUSTIN ,CA 92670 714-838-9811 TOPOGRAPHIC MAP JOY CIVIL ENEGINEERING 9681 GARDEN GROVE BLVD #205 GARDEN GROVE CA 92844 7143235795 FREELANDBUCK 139
STAMP REVISIONS 2058 CRESTVIEW DRIVE LAGUNA BEACH CA 92651 SHEET NO. A-8.2 WEST ELEVATION CRESTVIEW HOUSE 23 of 28 1 PLANNING 12.31.19 2 FIRE DEPARTMENT 02/21/20 PROJECT NUMBER 001 DATE 05.22 SCALE N/A3 PLANNING 02.18.22 88.25' GARAGE F.F 104.68' FIRST FLOOR F.F TOW 106.5' 115.68' SECOND FLOOR F.F 126.68' THIRD FLOOR F.F 137.68' TOP OF ROOF PARAPET 16'1" 11'-0"
11' EMERGENCY EGRESS WINDOW: MIN 24H X 20W & 44" MAX HGT, TO SILL 42"STEEL GUARDDRAIL, TYP AT STAIRWAY AND OUTSIDE GARAGE FLOOR FOOTPRINT ELEV. 119.19' EXPOSED RETAINING WALL CONCRETE STAIRS PARGED CONCRETE GARAGE DOOR CLOPAY MODERN GROOVED PANEL OR SIM. MODERN OR SIMILAR 301 205 101 E.G.137.68' REAR PROPERTY CORNER SOUTH PROPERTY LINE E.G 157.0' REAR PROPERTY CORNER NORTH PROPERTY LINE LEGEND NOTES: 1. ALL DIMENSIONS MEASURED FROM FACE OF STRUCTURE UNLESS OTHERWISE NOTED. 2. STRUCTURE SHOWN FOR SCHEMATIC PURPOSES ONLY. 3. PROVIDE DAMP-PROOFING FOR ALL WALLS BELOW GRADE THAT ENCLOSE USABLE SPACE. HARDIEPANEL VERT. SIDING (LARR 24862) BOARD ON BATTEN, LIGHT MIST HARDIEPANEL VERT. SIDING (LARR 24862) BATTEN ON BOARD, LIGHT MIST C.B. (156) 156 E.P TOWCL FSFG LEGEND: EXISTING TOPO. CONTOURS FINISHED TOPO. CONTOURS CATCH BASIN DRAINAGE TROUGH (SWALE OR CLOSED DRAIN) END OF STREET PAVEMENT TOP OF WALL CENTER LINE FINISHED SURFACE EXISTING GRADE FINISHED GRADE DIRECTION OF SLOPE EG EG.ELEV.100.0' FRONT PROPERTY CORNER 10'-0"
2'-3"
8'-9" WEST ELEVATION SCALE 1/4"=1'0" T.O.W 95.0' T.O LANDING F.F.91.05' F.F. 88.17' T.O LANDING 101.66' 10'-1118" 42"MIN
42"MIN
42"MIN T.O.W 108.2' T.O.W 113.0' AT DRIVEWAY AT PL BOARD AND BATTEN SIDING HARDIE BOARD, TYP. (LARR 24862) T.O.W 108.0' T.O RAILING 108.2' FIRE ACCESS STEPS (TYP) 11"MIN TREAD,7.5"MAX RAISER,3'WIDE MIN. 1 FIRE ACCESS STEPS (TYP) 11"MIN TREAD,7.5"MAX RAISER,3'WIDE MIN. 1 CLG 103.68' CLG 114.56' CLG 125.56' CLG 135.18' 1FD FIRE ACCESS PATH SEE NON-COMBUSIBLE STAIRS DETAILS 2FD 2 EG. ELEV.86.0' FRONT PROPERTY CORNER STAIRS LANDING PLANTER TOP ELEV.117.7' 6" GREEN ROOF TRIMMED TO 2' MAX ABOVE DECK FLR 301 201 OWNER/APPLICANT JZMC,LLC 300 E. 23RD.STREET COSTA MESA ,CA 92627 949-244-4423 ARCHITECT FREELANDBUCK 724 S.SPRING STREET LOS ANGELES CA 90014 (323)540-4346 FAX (323)570-0846 [email protected] STRUCTURAL ENGINEER JZMC,LLC 300 E. 23RD.STREET COSTA MESA ,CA 92627 949-244-4423 CIVIL ENGINEER JZMC,LLC 300 E.23RD.STREET COSTA MESA,CA 92627 949-244-4423 GEOTECHNICAL ENGINEERING KEITH TUCKER CONSULTING GEOTECHNICAL ENGINEER 9032 CHRISTINE DRIVE HUNTINGTON BEACH ,CA 92646 ARBORIST GUY STIVERS 160 CENTENNIAL WAY SUITE 3 TUSTIN ,CA 92670 714-838-9811 TOPOGRAPHIC MAP JOY CIVIL ENEGINEERING 9681 GARDEN GROVE BLVD #205 GARDEN GROVE CA 92844 7143235795 FREELANDBUCK 140
STAMP REVISIONS 2058 CRESTVIEW DRIVE LAGUNA BEACH CA 92651 SHEET NO. A-8.3 EAST ELEVATION CRESTVIEW HOUSE 24 of 28 1 PLANNING 12.31.19 2 FIRE DEPARTMENT 02/21/20 PROJECT NUMBER 001 DATE 05.22 SCALE N/A3 PLANNING 02.18.22 EAST ELEVATION SCALE 1/4"=1'0" 3 137.68' TOP OF ROOF PARAPET F.F 11'-0'' LEGEND NOTES: 1. ALL DIMENSIONS MEASURED FROM FACE OF STRUCTURE UNLESS OTHERWISE NOTED. 2. STRUCTURE SHOWN FOR SCHEMATIC PURPOSES ONLY. 3. PROVIDE DAMP-PROOFING FOR ALL WALLS BELOW GRADE THAT ENCLOSE USABLE SPACE. HARDIEPANEL VERT. SIDING (LARR 24862) BOARD ON BATTEN, LIGHT MIST HARDIEPANEL VERT. SIDING (LARR 24862) BATTEN ON BOARD, LIGHT MIST C.B. (156) 156 E.P TOWCL FSFG LEGEND: EXISTING TOPO. CONTOURS FINISHED TOPO. CONTOURS CATCH BASIN DRAINAGE TROUGH (SWALE OR CLOSED DRAIN) END OF STREET PAVEMENT TOP OF WALL CENTER LINE FINISHED SURFACE EXISTING GRADE FINISHED GRADE DIRECTION OF SLOPE EG 137.6' PROPERTY CORNER REAR 157.0' PROPERTY CORNER REAR E.G 135.0' T.O.W 135.0' 5'-0" MAX (TYP) EXIST.GRADE ATEAST ELEVATION T.O.W 127.5' F.G122.5' F.G 120.0' TOP OUTSIDE PAD 122.5' T.O.W 119.0' MAX E.G 116.0' E.G 128.0' F.G 121.0' 4'-0" 4'-0" 122.8' STAIR LANDING F.F 122.0' PATIO AREA F.G 1 1 2 1 2 5% MIN 11'-0" HARDIE PANEL
2'-8" BOX GUTTER DOWNSPOUT 126.68' THIRD FLOOR F.F EGRESS WINDOW MIN. 24"X 20"W & 44" MAX. HEIGHT TO SILL D C B A FIRE ACCESS STEPS (TYP) 11"MIN TREAD,7.5"MAX RAISER,3'WIDE MIN. 10% MAX.CROSS SLOPE 1 FIRE ACCESS STEPS (TYP) 11"MIN TREAD,7.5"MAX RAISER,3'WIDE MIN. 1 FILL. CUT E.G 113.5' CLG 125.56' CLG 135.18' 29'-0"
12'-0" 12'-0" MAX. ABOVE REAR PROPERTY LINE GUIDELINE 144.0' GUIDELINE 157.0' 29'-0" 1FD FIRE ACCESS PATH SEE NON-COMBUSIBLE STAIRS DETAILS 2FD 2 4" THICK PAVED APPROACH PAD F.G 115.0' 305 306 302 OWNER/APPLICANT JZMC,LLC 300 E. 23RD.STREET COSTA MESA ,CA 92627 949-244-4423 ARCHITECT FREELANDBUCK 724 S.SPRING STREET LOS ANGELES CA 90014 (323)540-4346 FAX (323)570-0846 [email protected] STRUCTURAL ENGINEER JZMC,LLC 300 E. 23RD.STREET COSTA MESA ,CA 92627 949-244-4423 CIVIL ENGINEER JZMC,LLC 300 E.23RD.STREET COSTA MESA,CA 92627 949-244-4423 GEOTECHNICAL ENGINEERING KEITH TUCKER CONSULTING GEOTECHNICAL ENGINEER 9032 CHRISTINE DRIVE HUNTINGTON BEACH ,CA 92646 ARBORIST GUY STIVERS 160 CENTENNIAL WAY SUITE 3 TUSTIN ,CA 92670 714-838-9811 TOPOGRAPHIC MAP JOY CIVIL ENEGINEERING 9681 GARDEN GROVE BLVD #205 GARDEN GROVE CA 92844 7143235795 FREELANDBUCK 141
STAMP REVISIONS 2058 CRESTVIEW DRIVE LAGUNA BEACH CA 92651 SHEET NO. A-9.0 SECTION 1 CRESTVIEW HOUSE 25 of 28 1 PLANNING 12.31.19 PROJECT NUMBER 001 DATE 05.22 SCALE N/A3 PLANNING 02.18.22 EXIST GRADE AT SECTION GARAGE 001 DEN 204 DINING ROOM 202 BATHROOM 205 BEDROOM 1 301 M BEDROOM 303 SOFFIT FOR MECH. SOFFIT FOR MECH. FF 104.68 11' 115.68 126.6811' 11' 88.25' GARAGE F.F 15% MAX. 1 2 2.1 3 SECTION 1 SCALE 1/4"=1'0" 16'1" REAR PL HOUSE SOUTH FACE EL. 144.0' 14" SEPARATION GAP 4"X4" BOX GUTTER T.O.W 95.0' 88.17' 3'-7.5"
8'-6"
7'-6"
9'-10.5"
8'
9'-10.5"
2'-8"
1% MIN
42"MIN T.O RAILING 108.2' 36"MIN T.O LANDING 91.5' 137.68' TOP OF ROOF PARAPET F.F E.G AT HOUSE SOUTH FACE CLG 114.56' CLG 125.56' CLG 135.18' CLG 103.68 3.6 4 LEGEND NOTES: 1. ALL DIMENSIONS MEASURED FROM FACE OF STRUCTURE UNLESS OTHERWISE NOTED. 2. STRUCTURE SHOWN FOR SCHEMATIC PURPOSES ONLY. 3. PROVIDE DAMP-PROOFING FOR ALL WALLS BELOW GRADE THAT ENCLOSE USABLE SPACE. HARDIEPANEL VERT. SIDING (LARR 24862) BOARD ON BATTEN, LIGHT MIST HARDIEPANEL VERT. SIDING (LARR 24862) BATTEN ON BOARD, LIGHT MIST C.B. (156) 156 E.P TOWCL FSFG LEGEND: EXISTING TOPO. CONTOURS FINISHED TOPO. CONTOURS CATCH BASIN DRAINAGE TROUGH (SWALE OR CLOSED DRAIN) END OF STREET PAVEMENT TOP OF WALL CENTER LINE FINISHED SURFACE EXISTING GRADE FINISHED GRADE DIRECTION OF SLOPE EG 42" METAL RAILING OUTSIDE GARAGE FOOTPRINT (SEE PLAN) STAIRS LANDING AND RAIL 6'-3" F.F ELEV. 108.0'
29' 44.5' RYS
15'
29'
36'-0"
MAX AT
STAIRS PL EG.91.0' FYS (GARAGE) FYS (HOUSE)
15'-0"
15'-0" UNFINISHED CRAWL SPACE PERMANENT PLANTER SEE DWG A-5.0 GREEN ROOF 8' 8'-0" 5' 22'-6" 15' 6'-2" 6'-5" 22'-6" 15'-5" 12'-6" GENERAL NOTES 1. ALL DIMENSIONS MEASURED FROM FACE OF STRUCTURE UNLESS OTHERWISE NOTED. 2. STRUCTURE SHOWN FOR SCHEMATIC PURPOSES ONLY. 3. ENCLOSED USABLE SPACE UNDER INTERIOR STAIRS REQUIRES 1-HR. FIRE-RESISTIVE CONTRUCTION. ON ENCLOSED SIDE. USE 5/8" "TYPE X" GYP OR SIM. 4. PROVIDE DAMP-PROOFING FOR WALLS THAT ENCLOSE USABLE SPACE. 5. FOOTINGS TO BE SETBACK FROM DESCENDING SLOPES EXCEEDING 3:1 [H:V] A MINIMUM OF H/3 BUT NEED NOT EXCEED 40FT. (1806.5.3). 6.THE GARAGE FLOOR SHALL BE NON-COMPUSTABLE OR ASPHALTIC PAVING MATERIALS. 7.FOOTINGS TO BE SETBACK FROM DESCENDING SLOPES EXCEEDING 3:1 [H:V] A MINIMUM OF H/3 BUT NEED NOT EXCEED 40FT. (1806.5.3). 8. BACKFILL COMPACT GRAVEL OF SLURRY. CONTRACTOR TO SUBMIT MIX DESIGN FOR STRUCT. APPROVAL OWNER/APPLICANT JZMC,LLC 300 E. 23RD.STREET COSTA MESA ,CA 92627 949-244-4423 ARCHITECT FREELANDBUCK 724 S.SPRING STREET LOS ANGELES CA 90014 (323)540-4346 FAX (323)570-0846 [email protected] STRUCTURAL ENGINEER JZMC,LLC 300 E. 23RD.STREET COSTA MESA ,CA 92627 949-244-4423 CIVIL ENGINEER JZMC,LLC 300 E.23RD.STREET COSTA MESA,CA 92627 949-244-4423 GEOTECHNICAL ENGINEERING KEITH TUCKER CONSULTING GEOTECHNICAL ENGINEER 9032 CHRISTINE DRIVE HUNTINGTON BEACH ,CA 92646 ARBORIST GUY STIVERS 160 CENTENNIAL WAY SUITE 3 TUSTIN ,CA 92670 714-838-9811 TOPOGRAPHIC MAP JOY CIVIL ENEGINEERING 9681 GARDEN GROVE BLVD #205 GARDEN GROVE CA 92844 7143235795 FREELANDBUCK 142
STAMP REVISIONS 2058 CRESTVIEW DRIVE LAGUNA BEACH CA 92651 SHEET NO. A-9.1 SECTION 2 CRESTVIEW HOUSE 26 of 28 1 PLANNING 12.31.19 PROJECT NUMBER 001 DATE 05.22 SCALE N/A3 PLANNING 02.18.22 4 3.6 3 2.1 1 KITCHEN 203 LIVING ROOM 201 BEDROOM 2 302 BATHROOM 304 M BATHROOM 307 SOFFIT FOR MECH. GARAGE 001 F.F115.68 F.F126.68 137.68 TOP OF ROOF PARAPET 11' 11' FF 104.68
16'-1" 11' SECTION 2 SCALE 1/4"=1'0" 84.00 15% MAX. 10% MAX. E.P. 84.00 EXIST GRADE AT SECTION T.O.W 95.0' T.O LANDING 91.05' 88.17' 85.17' 9'-10.5"
8'-0"
7'-6"
8'-6" T.O RAILING 108.2' 1% MIN
42"MIN LEGEND NOTES: 1. ALL DIMENSIONS MEASURED FROM FACE OF STRUCTURE UNLESS OTHERWISE NOTED. 2. STRUCTURE SHOWN FOR SCHEMATIC PURPOSES ONLY. 3. PROVIDE DAMP-PROOFING FOR ALL WALLS BELOW GRADE THAT ENCLOSE USABLE SPACE. HARDIEPANEL VERT. SIDING (LARR 24862) BOARD ON BATTEN, LIGHT MIST HARDIEPANEL VERT. SIDING (LARR 24862) BATTEN ON BOARD, LIGHT MIST C.B. (156) 156 E.P TOWCL FSFG LEGEND: EXISTING TOPO. CONTOURS FINISHED TOPO. CONTOURS CATCH BASIN DRAINAGE TROUGH (SWALE OR CLOSED DRAIN) END OF STREET PAVEMENT TOP OF WALL CENTER LINE FINISHED SURFACE EXISTING GRADE FINISHED GRADE DIRECTION OF SLOPE EG CLG 114.56' CLG 125.56' CLG 135.18' CLG 103.68 BELOW GRADE ELEV. 99.5' 5' 8' FYS (GARAGE) FYS (HOUSE) 15'
15'
29'
29'-1 1
16" 127.0'
15'
29' PL
9'-10.5"
42"MIN STAIRS LANDINGPERMANENT PLANTER 2' HIGH ADU
BATH/
KITCHENNETTE 42" HIGH GUARDRAIL ADU 14" SEPARATION GAP 18'-0" 5' PL PL AT SECTION 2 44.5 RYS 15'-0" 49'-0" 15'-5" 22'-6" 6'-5" 6'-2" OWNER/APPLICANT JZMC,LLC 300 E. 23RD.STREET COSTA MESA ,CA 92627 949-244-4423 ARCHITECT FREELANDBUCK 724 S.SPRING STREET LOS ANGELES CA 90014 (323)540-4346 FAX (323)570-0846 [email protected] STRUCTURAL ENGINEER JZMC,LLC 300 E. 23RD.STREET COSTA MESA ,CA 92627 949-244-4423 CIVIL ENGINEER JZMC,LLC 300 E.23RD.STREET COSTA MESA,CA 92627 949-244-4423 GEOTECHNICAL ENGINEERING KEITH TUCKER CONSULTING GEOTECHNICAL ENGINEER 9032 CHRISTINE DRIVE HUNTINGTON BEACH ,CA 92646 ARBORIST GUY STIVERS 160 CENTENNIAL WAY SUITE 3 TUSTIN ,CA 92670 714-838-9811 TOPOGRAPHIC MAP JOY CIVIL ENEGINEERING 9681 GARDEN GROVE BLVD #205 GARDEN GROVE CA 92844 7143235795 FREELANDBUCK 143
STAMP REVISIONS 2058 CRESTVIEW DRIVE LAGUNA BEACH CA 92651 SHEET NO. A-9.2 SECTION 3 CRESTVIEW HOUSE 27 of 28 1 PLANNING 12.31.19 2 FIRE DEPARTMENT 02/21/20 PROJECT NUMBER 001 DATE 05.22 SCALE N/A3 PLANNING 02.18.22 SECTION 3 THRU GARAGE (HOUSE IN BACKGROUND) SCALE 1/4"=1'0" A B C D 11'-0" 115.68 126.68 137.68 TOP OF ROOF PARAPET11'-0" 11'-0" 16'1" FF 104.68 115.68 88.25' GARAGE F.F GARAGE 001 EXIST GRADE AT SECTION THRU GARAGE EXIST. GRADE 137.6' REAR PROPERTY CORNER EXISTING GRADE 157-0' REAR PROPERTY CORNER T.O.W 118.0' RET. WALL (TYP) 5'-0" MAX (TYP) 3'MIN 1 2 CURB LEGEND NOTES: 1. ALL DIMENSIONS MEASURED FROM FACE OF STRUCTURE UNLESS OTHERWISE NOTED. 2. STRUCTURE SHOWN FOR SCHEMATIC PURPOSES ONLY. 3. PROVIDE DAMP-PROOFING FOR ALL WALLS BELOW GRADE THAT ENCLOSE USABLE SPACE. HARDIEPANEL VERT. SIDING (LARR 24862) BOARD ON BATTEN, LIGHT MIST HARDIEPANEL VERT. SIDING (LARR 24862) BATTEN ON BOARD, LIGHT MIST C.B. (156) 156 E.P TOWCL FSFG LEGEND: EXISTING TOPO. CONTOURS FINISHED TOPO. CONTOURS CATCH BASIN DRAINAGE TROUGH (SWALE OR CLOSED DRAIN) END OF STREET PAVEMENT TOP OF WALL CENTER LINE FINISHED SURFACE EXISTING GRADE FINISHED GRADE DIRECTION OF SLOPE EG FIRE ACCESS STEPS (TYP) 11"MIN TREAD,7.5"MAX RAISER,3'WIDE MIN. 1 FIRE ACCESS STEPS (TYP) 11"MIN TREAD,7.5"MAX RAISER,3'WIDE MIN. 1 T.O.W 111.0' CLG 114.56' CLG 125.56' CLG 135.18' CLG 103.68
7.5" GRADE AT REAR PROPERTY LINE 101 8'-0" 14'-0" PL 7'-0" PL PL PL 7'-0" 42"MIN 301 205 101 GENERAL NOTES 1. ALL DIMENSIONS MEASURED FROM FACE OF STRUCTURE UNLESS OTHERWISE NOTED. 2. STRUCTURE SHOWN FOR SCHEMATIC PURPOSES ONLY. 3. ENCLOSED USABLE SPACE UNDER INTERIOR STAIRS REQUIRES 1-HR. FIRE-RESISTIVE CONTRUCTION. ON ENCLOSED SIDE. USE 5/8" "TYPE X" GYP OR SIM. 4. PROVIDE DAMP-PROOFING FOR WALLS THAT ENCLOSE USABLE SPACE. 5. FOOTINGS TO BE SETBACK FROM DESCENDING SLOPES EXCEEDING 3:1 [H:V] A MINIMUM OF H/3 BUT NEED NOT EXCEED 40FT. (1806.5.3). 6.THE GARAGE FLOOR SHALL BE NON-COMPUSTABLE OR ASPHALTIC PAVING MATERIALS. 7.FOOTINGS TO BE SETBACK FROM DESCENDING SLOPES EXCEEDING 3:1 [H:V] A MINIMUM OF H/3 BUT NEED NOT EXCEED 40FT. (1806.5.3). 8. BACKFILL COMPACT GRAVEL OF SLURRY. CONTRACTOR TO SUBMIT MIX DESIGN FOR STRUCT. APPROVAL OWNER/APPLICANT JZMC,LLC 300 E. 23RD.STREET COSTA MESA ,CA 92627 949-244-4423 ARCHITECT FREELANDBUCK 724 S.SPRING STREET LOS ANGELES CA 90014 (323)540-4346 FAX (323)570-0846 [email protected] STRUCTURAL ENGINEER JZMC,LLC 300 E. 23RD.STREET COSTA MESA ,CA 92627 949-244-4423 CIVIL ENGINEER JZMC,LLC 300 E.23RD.STREET COSTA MESA,CA 92627 949-244-4423 GEOTECHNICAL ENGINEERING KEITH TUCKER CONSULTING GEOTECHNICAL ENGINEER 9032 CHRISTINE DRIVE HUNTINGTON BEACH ,CA 92646 ARBORIST GUY STIVERS 160 CENTENNIAL WAY SUITE 3 TUSTIN ,CA 92670 714-838-9811 TOPOGRAPHIC MAP JOY CIVIL ENEGINEERING 9681 GARDEN GROVE BLVD #205 GARDEN GROVE CA 92844 7143235795 FREELANDBUCK 144
STAMP REVISIONS 2058 CRESTVIEW DRIVE LAGUNA BEACH CA 92651 SHEET NO. A-9.3 SECTION 4 CRESTVIEW HOUSE 28 of 28 SECTION 5 1 PLANNING 12.31.19
2 FIRE DEPARTMENT 02/21/20 PROJECT NUMBER 001 DATE 05.22 SCALE N/A 3 PLANNING 02.18.22 133.5' +/- (E)GRADE AT PL EXIST GRADE AT SECTION CL 115.68' SECOND FLOOR F.F 126.68' THIRD FLOOR F.F 137.68' TOP OF ROOF PARAPET 11'-0"
11' 5'-0" MAX (TYP) F.G 117.0' RET. WALL (TYP)
1 2
5% MIN
1 2 SECTION 5 SCALE 1/4"=1'0"
A
B
C
D BEDROOM 1 301DEN 301 KITCHEN 203 BEDROOM 2 302
2'-8"
5'-6"
9'-10.5"
6'-6.5"
3'-9.5"
9'-10.5"
2'-8"
5'-6" FIRE ACCESS STEPS (TYP) 11"MIN TREAD,7.5"MAX
RAISER,3'WIDE MIN. AND CONCRETE
1 FIRE ACCESS STEPS (TYP) 11"MIN TREAD,7.5"MAX RAISER,3'WIDE MIN. 1 CLG 114.56' CLG 125.56' CLG 135.18' T.O.W 134.0' T.O.W 125.0' 1FD FIRE ACCESS PATH SEE NON-COMBUSIBLE STAIRS DETAILS
2FD
2 EXIST. GRADE REAR PL CORNERELEV. 157' PL PL E.G.137.68' REAR PROPERTY CORNER GENERAL NOTES 1. ALL DIMENSIONS MEASURED FROM FACE OF STRUCTURE UNLESS OTHERWISE NOTED. 2. STRUCTURE SHOWN FOR SCHEMATIC PURPOSES ONLY. 3. ENCLOSED USABLE SPACE UNDER INTERIOR STAIRS REQUIRES 1-HR. FIRE-RESISTIVE CONTRUCTION. ON ENCLOSED SIDE. USE 5/8" "TYPE X" GYP OR SIM. 4. PROVIDE DAMP-PROOFING FOR WALLS THAT ENCLOSE USABLE SPACE. 5. FOOTINGS TO BE SETBACK FROM DESCENDING SLOPES EXCEEDING 3:1 [H:V] A MINIMUM OF H/3 BUT NEED NOT EXCEED 40FT. (1806.5.3). 6.THE GARAGE FLOOR SHALL BE NON-COMPUSTABLE OR ASPHALTIC PAVING MATERIALS. 7.FOOTINGS TO BE SETBACK FROM DESCENDING SLOPES EXCEEDING 3:1 [H:V] A MINIMUM OF H/3 BUT NEED NOT EXCEED 40FT. (1806.5.3). 8. BACKFILL COMPACT GRAVEL OF SLURRY. CONTRACTOR TO SUBMIT MIX DESIGN FOR STRUCT. APPROVAL OWNER/APPLICANT JZMC,LLC 300 E. 23RD.STREET COSTA MESA ,CA 92627 949-244-4423 ARCHITECT FREELANDBUCK 724 S.SPRING STREET LOS ANGELES CA 90014 (323)540-4346 FAX (323)570-0846 [email protected] STRUCTURAL ENGINEER JZMC,LLC 300 E. 23RD.STREET COSTA MESA ,CA 92627 949-244-4423 CIVIL ENGINEER JZMC,LLC 300 E.23RD.STREET COSTA MESA,CA 92627 949-244-4423 GEOTECHNICAL ENGINEERING KEITH TUCKER CONSULTING GEOTECHNICAL ENGINEER 9032 CHRISTINE DRIVE HUNTINGTON BEACH ,CA 92646 ARBORIST GUY STIVERS 160 CENTENNIAL WAY SUITE 3 TUSTIN ,CA 92670 714-838-9811 TOPOGRAPHIC MAP JOY CIVIL ENEGINEERING 9681 GARDEN GROVE BLVD #205 GARDEN GROVE CA 92844 7143235795 FREELANDBUCK ND) SECTION 4 SCALE 1/4"=1'0" 115.68' SECOND FLOOR F.F 126.68' THIRD FLOOR F.F 137.68' TOP OF ROOF PARAPET 11'-0" 104.68' FIRST FLOOR F.F11'-0" 11'-0" EXIST GRADE AT SECTION T.OW. 124.5' 5'-0" MAX (TYP) RET. WALL (TYP) 1 2 16'-1" 88.25' GARAGE F.F
A A.1
B B.1
C C.1
D M.CLOSET 306 M.BATH 307 GARAGE 001
2'-8"
8'-0"
9'-10.5" FIRE ACCESS STEPS (TYP) 11"MIN TREAD,7.5"MAX
RAISER,3'WIDE MIN.
1 FIRE ACCESS STEPS (TYP) 11"MIN TREAD,7.5"MAX
RAISER,3'WIDE MIN.
1 CLG 114.56' CLG 125.56' CLG 135.18' CLG 103.68 E.G.137.68' REAR PROPERTY CORNER PL 7'-0" ADU 205 ELEV.103'ELEV.101' ELEV.104' EXIST.REMNANT OF OLD TEMP. TERRACE DITCH OWNER'S OPTION TO MODIFY PER EASEMENT AGREEMENT EXIST. GRADE REAR PL CORNERELEV. 157' PL 5% MIN
5'-0" ELEV.120.5'
5'-0"
5% MIN ELEV. 118.5' UPPER FLOORS IN BACKGROUND (SEE PLAN)
ORIGINAL (E)GRADELINE
145