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HomeMy WebLinkAboutPA2022-030_20220202_Plans_24x36CONSTRUCTION NOTES: G) CONSTRUCT 5" MIN CONCRETE DRIVEWAY. ® CONSTRUCT 4" MIN CONCRETE WALK. @INSTALL 4" FLAT GRATE DRAIN 0 INSTALL 4" ATRIUM GRATE DRAIN @INSTALL 8" CATCH BASIN 'MTH FILTER INSERT PER DETAIL SHEET C2. @ INSTALL 4" PVC SDR 35 DRAIN LINE, S=0.01 MIN CZ) INSTALL PERFOPRATED DRAIN TRENCH PER DETAIL SHEET C2. @ INSTALL CURB DRAIN PER sm 184 (12.81) FL (13.01~ F (13.05) FL >-w ....J ....J <( I I I . ..I / 'i::, 0 ci .... w ;,, 19 'i::, "' m z □ □ I -i CONC . 1~ '• 1-1-:-:U:::Tl.,.,Ll"'TY:-:-:&:-:A-::C:::c=Es:::s=-=E=sM='T,--+ . ...i .. . . I · . . 1J _,(--13 __ .0'c-3f-) __ J -FL CONC (13.48) I I I 13:~0 (12.93) I --'--~f [f--... ,. I (12.95 (12.83) FL I I I I ,, I PA I / FS --------(12,194) DESIGNED: DRAWN: PA l--+-----+------------------------1 CHCK'D: TR NO. DATE REVISIONS DATE: 1/31/22 EARTHWORK RAW CUT: RAW FILL: ~13.50) ' s ARCHITECT: 13.65 WILLIAM GUIDERO 425 30TH ST, STE 23 NEWPORT BEACH, CA 92663 (949) 675-2626 50 CY 15 CY GRATE FG GRATE FG B"CATCH BASIN B"CATCH BASIN TRITON-TDAM FILTER BY REM, INC 4" CONCRETE MIN 6" TOPSOIL MIN 7 4"-IN r---1 I 1 4" TO PERFORATED DRAIN TRENCH 13.60 FS-HP\ OWNER/DEVELOPER: MS. HEIDI LINDNER 2761 BAYSHORE DRIVE NEWPORT BEACH, CA 92663 PREPARED BY: THOMAS M. RUIZ CIVIL ENGINEER 11 THORNBIRD ALISO VIEJO, CA 92656 714-580-7 455 I 3"-TO CURB 4"-IN ® CATCH BASIN NTS >,\l's M. .p '"' NO. 58627 P. 12-31-22 CN!I-AT OUTLET 4" TO PERFORATED DRAIN TRENCH SEC 1 THOMAS M. RUIZ 4" DATE ~ PERFORATION @ BOTTOM l 4•, FRENCH DRAIN 3/4"CRUSHED ROCK =--FILTER CLOTH I 12· LAP 12· @ TOP 0 PERFORATED DRAIN/ TRENCH DETAIL NTS (13.40) FS SOILS ENGINEER/GEOLOGIST: BENCHMARK: OCS BENCHMARK NO: 3K-24A-82 ELEVATION: 19.353 FEET (NAVDBB) YEAR LEVELED 2015 ABBREVIATIONS C.O. CLEAN OUT DS DOWNSPOUT EX EXISTING ED EXTRA DEPTH FOOllNG ESM'T EASEMENT FD FOUND FL FLOWLINE FF FINISH FLOOR FP FINISH PAD FS FINISH SURFACE FG FINISH GRADE GB GRADE BREAK GFP GARAGE FINISH PAD HP HIGH POINT I.P. IRON PIPE IE INVERT ELEVATION PA PLANTER AREA PROP PROPOSED L&T LEAD AND TACK MON. MONUMENT N NEW R/W RIGHT OF WAY SDWK SIDEWALK T.B.M. TEMPORARY BENCHMARK TC TOP OF CURB TF TOP OF FOOTING TG TOP OF GRATE TOS TOP OF SLAB TS TOP OF SEAL TW TOP OF WALL I I 27.5' I 10' 1~~ ! ~---------------------------------LEGAL DESCRIPTION: LOT 22 OF TRACT NO. 1014, IN THE CITY OF NEWPORT BEACH, COUNTY OF ORANGE, STATE OF CALIFORNIA AS PER MAP RECORDED IN BOOK 33, PAGE 31, OF MISCELLANEOUS MAPS IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY. APN: 049-192-07 (12.50) (11. 72) EG (1? <<:,Tl' Fi (11.61)FL PA (11.65) EG (1?.13)TC (11.62)FL 12.10 FS 12.6 TC 12.3 FG 3.5' FENCE ON CURB PRECISE GRADING PLAN 2761 BAYSHORE DRIVE NEWPORT BEACH, CALIFORNIA " (12.216 A w > 0:: Cl w 0:: 0 J: Cl) ~ cc \ (12.21) le AC ~--~ ~ 1--w w 0::: I--Cl) w ~ 0::: a.. ~ ,1 I I I I SCALE: 1 "=4' 1 I SHEET: C2 PA2022-030 EROSION CONTROL 1. IN CASE OF EMERGENCY, CALL TBD 2. A STANDBY CREW FOR EMERGENCY WORK SHALL BE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON {OCTOBER 1 TO APRIL 15). NECESSARY MATERIALS SHALL BE AVAILABLE ON-SITE AND STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF EMERGENCY DEVICES WHEN RAIN IS IMMINENT. 3. EROSION CONTROL DEVICES SHOWN ON THIS PLAN MAY BE REMOVED WHEN APPROVED BY THE BUILDING OFFICIAL IF THE GRADING OPERATION HAS PROGRESSED TO THE POINT WHERE THEY ARE NO LONGER REQUIRED. 4. GRADED AREAS ADJACENT TO FILL SLOPES LOCATED AT THE SITE PERIMETER MUST DRAIN AWAY FROM THE TOP OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. ALL LOOSE SOILS AND DEBRIS THAT MAY CREATE POTENTIAL HAZARD TO OFF-SITE PROPERTY SHALL BE STABILIZED OR REMOVED FROM THE SITE ON A DAILY BASIS. 5. ALL SILT AND DEBRIS SHALL BE REMOVED FROM ALL DEVICES WITHIN 24 HOURS AFTER EACH RAINSTORM AND BE DISPOSED OF PROPERLY. 6. A GUARD SHALL BE POSTED ON THE SITE WHENEVER THE DEPTH OF WATER IN ANY DEVICE EXCEEDS 2 FEET. THE DEVICE SHALL BE DRAINED OR PUMPED DRY WITHIN 24 HOURS AFTER EACH RAINSTORM. PUMPING AND DRAINING OF ALL BASINS AND DRAINAGE DEVICES MUST COMPLY WITH THE APPROPRIATE BMP FOR DEWATERING OPERATIONS. 7. THE PLACEMENT OF ADDITIONAL DEVICES TO REDUCE EROSION DAMAGE AND CONTAIN POLLUTANTS WITHIN THE SITE IS LEFT TO THE DESCRETION OF THE FIELD ENGINEER. ADDITIONAL DEVICES, AS NEEDED, SHALL BE INSTALLED TO RETAIN SEDIMENTS AND OTHER POLLUTANTS ON SITE. 8. DESILTING BASINS MAY NOT BE REMOVED OR MADE INOPERABLE BETWEEN NOVEMBER 1 AND APRIL 15 OF THE FOLLOWING YEAR WITHOUT THE APPROVAL OF THE BUILDING OFFICIAL. 9. STORM WATER POLLUTION AND EROSION CONTROL DEVICES ARE TO BE MODIFIED, AS NEEDED, AS THE PROJECT PROGRESSES. THE DESIGN AND PLACEMENT OF THESE DEVICES IS THE RESPONSIBILITY OF THE FIELD ENGINEER. PLANS REPRESENTING CHANGES MUST BE SUBMITTED FOR APPROVAL IF REQUESTED BY THE BUILDING OFFICIAL. 10. EVERY EFFORT SHALL BE MADE TO ELIMINATE THE DISCHARGE OF NON-STORM WATER FROM THE PROJECT SITE AT ALL TIMES. 11. ERODED SEDIMENTS AND OTHER POLLUTANTS MUST BE RETAINED ON-SITE AND MAY NOT BE TRANSPORTED FROM THE SITE VIA SHEET FLOW, SWALES, AREA DRAINS, NATURAL DRAINAGE COURSES, OR WIND. 12. STOCKPILES OF EARTH AND OTHER CONSTRUCTION RELATED MATERIALS MUST BE PROTECTED FROM BEING TRANSPORTED FROM THE SITE BY THE FORCES OR WIND OR WATER. 13. FUELS, OILS, SOLVENTS, AND OTHER TOXIC MATERIALS MUST BE STORED IN ACCORDANCE WITH THEIR LISTING AND ARE NOT CONTAMINATE THE SOILS AND SURFACE WATERS. ALL APPROVED STORAGE CONTAINERS ARE THE BE PROTECTED FROM THE WEATHER. SPILLS MUST BE CLEANED UP IMMEDIATELY AND DISPOSED OF IN A PROPER MANNER. SPILLS MAY NOT BE WASHED INTO THE DRAINAGE SYSTEM. 14. EXCESS WASTE CONCRETE MAY NOT BE WASHED INTO THE PUBLIC WAY OR ANY OTHER DRAINAGE SYSTEM. PROVISIONS SHALL BE MADE TO RETAIN CONCRETE WASTES ON-SITE UNTIL THEY CAN BE DISPOSED OF AS A SOLID WASTE. 15. DEVELOPERS/CONTRACTORS ARE RESPONSIBLE TO INSPECT ALL EROSION CONTROL DEVICES AND BMP'S ARE INSTALLED AND FUNCTIONING PROPERLY IF THERE IS A40% CHANCE OF QUARTER INCH OR MORE OF PREDICTED PRECIPITATION, AND AFTER ACTUAL PRECIPITATION. A CONSTRUCTION SITE INSPECTION CHECKLIST AND INSPECTION LOG SHALL BE MAINTAINED AT THE PROJECT SITE AT ALL TIMES AND AVAILABLE FOR REVIEW BY THE BUILDING OFFICIAL (COPIES OF THE SELF-INSPECTION CHECKLIST AND INSPECTION LOGS ARE AVAILABLE UPON REQUEST). 16. TRASH AND CONSTRUCTION RELATED SOLID WASTES MUST BE DEPOSITED INTO A COVERED RECEPTACLE TO PREVENT CONTAMINATION OF RAINWATER AND DISPERSAL BY WIND. I I 17. SEDIMENTS AND OTHER MATERIALS MAY NOT BE TRACKED FROM THE SITE BY VEHICLE TRAFFIC. THE CONSTRUCTION ENTRANCE ROADWAYS MUST BE STABILIZED SO AS TO INHIBIT SEDIMENTS FROM BEING DEPOSITED INTO THE PUBLIC WAY. ACCIDENTAL DEPOSITIONS MUST BE SWEPT UP IMMEDIATELY AND MAY NOT BE WASHED DOWN BY RAIN OR OTHER MEANS. 18. ANY SLOPES WITH DISTURBED SOIL OR DENUDED OF VEGETATION MUST BE STABILIZED SO AS TO INHIBIT EROSION BY WIND AND WATER. 19. HOME OWNER TO ROUTINELY CLEAN ALL CATCH BASINS AND DRAIN LINES OF DEBRIS. 20. ADDITIONAL BMP'S WILL BE IMPLEMENTED AS DEEMED NECESSARY BY CITY INSPECTORS. BMP FACTS SHEET ALL BMP'S SHALL BE IN ACCORDANCE WITH MODEL BMP'S FROM THE CALIFORNIA STORM WATER BMP HANDBOOK FOR CONSTRUCTION AT WWW.CABMPHANDBOOKS.COM @ CONSTRUCT GRAVEL BAG EROSION CONTROL ALONG PROPERTY LINES EXCEPT DRIVEWAY APPROACHES. THE SAND BAGS SHOULD BE 24" WIDE AND 10" HIGH. MINIMUM PER DETAIL HEREON AND IN ACCORDANCE WITH BMP FACTS SHEET #SE-8. @ CONSTRUCT SANITARY WASTE MANAGEMENT AREA IN ACCORDANCE WITH BMP FACTS SHEET #WM-9. @ CONSTRUCT MATERIALS STORAGE ARE IN ACCORDANCE WITH BMP FACTS SHEET #WM-1. @ EXISTING WALL TO REMAIN. PROTECT IN PLACE. lj'_ 1' MIN HEIGHT~ 2 BAGS MIN. \ I I I I I I GRAVEL BAG DETAIL NTS EROSION CONTROL LEGEND = PROJECT PROPERTY PLACE GRAVEL BAGS WITH WIND SCREEN FENCE 8" MIN ~. : 6 4'..,...,,---...-... "-. EXISTING GROUND PROVIDE APPROPRIATE TRANSITION BETWEEN STABILIZED CONSTRUCTION ENTRANCE AND STREET CONSTRUCTION ENTRANCE NTS 4144C444 D4DD440GO 0001000110a BMP FACTS SHEET WM-1 MATERIAL DELIVERY AND STORAGE PROVIDE A MATERIAL STORAGE AREA WITH SECONDARY CONTAINMENT AND/OR WEATHER PROTECTION. NOTE THE MAINTENANCE PRACTICES AND SCHEDULE PROPOSED FOR THIS AREA. WM-2 MATERIAL USE HAZARDOUS MATERIALS, FERTILIZERS, PESTICIDES, PLASTERS, SOLVIENTS, PAINTS, AND OTHER COMPOUNDS MUST BE PROPERLY HANDLED IN ORDER TO REDUCE THE RISK OF POLLUTION OR CONTAMINATION. TRAINING AND INFORMATION ON PROCEDURES FOR THE PROPER USE OF ALL MATERIALS MUST BE AVAILABLE TO THE EMPLOYEES THAT APPLY SUCH MATERIALS. WM-4 SPILL PREVENTION AND CONTROL IDENTIFY SPILL PREVENTION AND CONTROL MEASURES THAT WILL BE TAKEN FOR ALL PROPOSED MATERIALS. IDENTIFY THE METHODS, BY WHICH ACCIDENTAL SPILLS WILL BE CLEANED AND PROPERLY DISPOSED OF. WM-5 SOLID WASTE MANAGEMENT PROVIDE DESIGNATED WASTE COLLECTION AREAS AND CONTAINERS. ARRANGE FOR REGULAR DISPOSAL. PROVIDE COVERED STORAGE WITH SECONDARY CONTAINMENT. CONTAINERS ARE REQUIRED TO PROTECT WASTE FROM RAIN TO PREVENT WATER POLLUTION AND PREVENT WIND DISPERSAL. WM-6 HAZARDOUS WASTE MANAGEMENT HAZARDOUS MATERIALS MUST BE DISPOSED OF IN ACCORDANCE WITH STATE AND FEDERAL REGULATIONS. IDENTIFY THE PROPOSED METHODS OF DISPOSAL AND ANY SPECIAL HANDLING CONTRACTS THAT MAY BE APPLICABLE. WM-7 CONTAMINATED SOIL MANAGEMENT PREVENT OR REDUCE THE DISCHARGE OR POLLUTANTS TO STORM WATER FROM CONTAMINATED SOIL AND HIGHLY ACIDIC OR ALKALINE SOILS BY CONDUCTING PRE-CONSTRUCTION SURVEYS, INSPECTING EXCAVATIONS REGULARLY, AND REMEDIATING CONTAMINATED SOIL PROMPTLY. WM-8 CONCRETE WASTE MANAGEMENT STORE DRY AND WET MATERIALS UNDER COVIER. AVOID ON-SITE WASHOUT EXCEPT IN DESIGNATED AREAS AWAY FROM DRAINS, DITCHES, STREETS, AND STREAMS. CONCRETE WASTE DEPOSITED ON-SITE SHALL SET UP, BE BROKEN APART, AND DISPOSED OF PROPERLY. CONTAINMENT AND PROPER DISPOSAL IS REQUIRED FOR ALL CONCRETE WASTE. WM-9 SANITARY/SEPTIC WASTE MANAGEMENT UNTREATED RAW WASTEWATER IS NOT TO BE DISCHARGED OR BURIED. SANITARY SEWER FACILITIES ON-SITE ARE REQUIRED TO BE IN COMPLIANCE WITH LOCAL HEAL TH AGENCY REQUIREMENTS. SANITARY OR SEPTIC WASTES MUST BE TREATED OR DISPOSED OF IN ACCORDANCE WITH STATE AND LOCAL REQUIREMENTS. TC-1 STABILIZED CONSTRUCTION ENTRANCE A STABILIZED ENTRANCE IS REQUIRED FOR ALL CONSTRUCTION SITES TO ENSURE THAT DIRT AND DEBRIS ARE NOT TRACKED ONTO THE ROAD OR ADJACENT PROPERTY. MAINTENANCE OF SUCH A SYSTEM IS REQUIRED FOR THE DURATION OF THE PROJECT. SUCH STABILIZATION MAY BE OF ROCK OR PAVIED. SE-1 SILT FENCE SE-3 SEDIMENT TRAP SE-8 GRAVEL BAGS ERODED SEDIMENTS MUST BE RETAINED ON-SITE AND NOT PERMITTED TO ENTER THE DRAINAGE SYSTEM. REQUIREMENT MAY BE WAIVIED AT THE SOLE DISCRETION OF THE CITY INSPECTOR IF OTHER EROSION CONTROL BMP'S ARE DEEMED SUFFICIENT. PLACE GRAVEL BAGS EC1 AND FENCE WITH WIND SCREEN ' n I ---------c : r r' II I I I I I I I I I }~(~~·~'~·~~'~'-x,~~'-~'~~'-'-'·~~·~'~~'~'~'~1,(~-'~'~~'~'~'~-x~~'~'~~'~'~'~}~( I I I I I I I I I I ._ I X I I L IIIJCI I I I I I I l J H ,Y T T T V l'~ T T Q EC1 AND FENCE WITH WIND SCREEN >-□ w ...J ...J <( LJ >---+-----+-------------------------1 DESIGNED: DRAWN: PA l---+-----+-------------------------1 CHCK'D: TR NO. DATE REVISIONS DATE: 1 /31 /22 ,.. ,.. ,.. ,.. ,.. ,.. :-,.. ,.. ,.. ,.. ,.. ,.. ,.. ,.. ,.. ,.. ,.. ,.. ,.. ,.. ,.. >-I I I I I I I ~/~/~i--CONS_TRUC_TION ~ ENTRANCE 1~~ ARCHITECT: WILLIAM GUIDERO 425 30TH ST, STE 23 NEWPORT BEACH, CA 92663 (949) 675-2626 OWNER/DEVELOPER: MS. HEIDI LINDNER 2761 BAYSHORE DRIVE NEWPORT BEACH, CA 92663 n ( ---l...----'") ( LJ PREPARED BY: THOMAS M. RUIZ CIVIL ENGINEER 11 THORNBIRD ALISO VIEJO, CA 92656 714-580-7455 ------I I ,---------< I THOMAS M. RUIZ DATE D E EXIST WALL PROTECT -SOILS ENGINEER/GEOLOGIST: n BENCHMARK: OCS BENCHMARK NO: 3K-24A-82 ELEVATION: 19.353 FEET (NAVD88) YEAR LEVELED 2015 I \\ I I \ \ ;,-1 \ \ ------.,,.-----· J 0 , , Q --________ [ I _____ J 0 ~-----i....l k: r --[ --I --->= ----------I 0 Q PLACE GRAVEL BAGS EC AND FENCE WITH WIND SCREEN LEGAL DESCRIPTION: LOT 22 OF TRACT NO. 1D14, IN THE CITY OF NEWPORT BEACH, COUNTY OF ORANGE, STATE OF CALIFORNIA AS PER MAP RECORDED IN BOOK 33, PAGE 31, OF MISCELLANEOUS MAPS IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY. APN: 049-192-07 0 EROSION CONTROL PLAN CONSTRUCTION POLLUTION PREVENTION 2761 BAYSHORE DRIVE NEWPORT BEACH, CALIFORNIA w > c::: 0 w c::: 0 I Cl) ~ ID ..... ,..~ ~ NCE WITH WIND SCREEN ® SCALE: 1 "= 4' SHEET: C4 PA2022-030 BASIS OF BEARINGS THE BASIS OF BEARINGS SHOWN HEREON ARE BASED ON THE PROPERTYLINE OF LOT 22 HAVING A BEARING OF N19°50'58"E PER TRACT NO. 1014, M.M.33/31.VICINITY MAPBENCHMARK INFORMATION2761 BAYSHORE DRIVE NEWPORT BEACH, CA 92663 (APN: 049-192-07) TOPOGRAPHIC MAP TITLE REPORT/EASEMENT NOTES2761 BAYSHORE DRIVENEWPORT BEACH, CA 92663(APN: 049-192-07)NO TITLE REPORT PROVIDEDLEGAL DESCRIPTIONREAL PROPERTY SITUATED IN THE CITY OF NEWPORT BEACH,COUNTY OF ORANGE, STATE OF CALIFORNIA AND ISDESCRIBED AS FOLLOWS:LOT 22 OF TRACT NO. 1014, IN THE CITY OF NEWPORT BEACH,COUNTY OF ORANGE, STATE OF CALIFORNIA AS PER MAPRECORDED IN BOOK 33, PAGE 31, OF MISCELLANEOUS MAPS INTHE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY.LCEXISTING ELEVATIONLEGEND( )ACASPHALT PAVEMENTFOUND MONUMENTSEARCHED, FOUND NOTHING; SETNOTHINGFSFLFINISHED SURFACEFLOWLINEFFGFINISHED FLOOR GARAGECONCRETE SURFACET.B.M.TEMPORARY BENCHMARKSET ON A FOUND NAIL & TAGSTAMPED RCE28329ELEVATION = 12.95 FEETHUNTINGTON BEACH, CALIFORNIA 92646PHONE:(714)488-5006 FAX:(714)333-4440 APEXLSINC@GMAIL.COMPAUL D. CRAFT, P.L.S. 8516 DATENOTE: SECTION 8770.6 OF THE CALIFORNIA BUSINESS AND PROFESSIONS CODESTATES THAT THE USE OF THE WORD CERTIFY OR CERTIFICATION BY ALICENSED LAND SURVEYOR IN THE PRACTICE OF LAND SURVEYING OR THEPREPARATION OF MAPS, PLATS, REPORTS, DESCRIPTIONS OR OTHER SURVEYINGDOCUMENTS ONLY CONSTITUTES AN EXPRESSION OF PROFESSIONAL OPINIONREGARDING THOSE FACTS OR FINDINGS WHICH ARE THE SUBJECT OF THECERTIFICATION AND DOES NOT CONSTITUTE A WARRANTY OR GUARANTEE,EITHER EXPRESSED OR IMPLIED.LICENSE RENEWAL DATE 12/31/22PAUL DOMINICKCRAFTPROFESSI ONALLANDSURVEYORFFFINISHED FLOORWATER METERWMEGEDGE OF GUTTERGAS METERGMCENTERLINETCTOP OF CURBGRAPHIC SCALESURVEYOR OR ENGINEER SHALL PERMANENTLY MONUMENT PROPERTYCORNERS OR OFFSETS BEFORE STARTING GRADING.PLEASE CALL PAUL CRAFT @ 714-488-5006 TO SCHEDULE.SURVEYOR'S NOTESBLOCK WALLNGNATURAL GROUNDBENCHMARK NO: 3K-24A-82DESCRIBED BY OCS 2002 - FOUND 3 3\4" OCS ALUMINUM BENCHMARKDISK STAMPED "3K-24A-82", SET IN THE TOP OF A CONCRETE BRIDGEDECK. MONUMENT IS LOCATED IN THE SOUTHWEST CORNER OF THEINTERSECTION OF PACIFIC COAST HIGHWAY AND NEWPORT BAYCROSSING, 42 FT. SOUTHERLY OF THE CENTERLINE OF PCH AND 37FT. EASTERLY OF THE WEST END OF THE SOUTHERN GUARD RAILALONG BRIDGE. MONUMENT IS SET LEVEL WITH THE SIDEWALK.ELEVATION: 19.353 FEET (NAVD88), YEAR LEVELED 2015ACU AIR CONDITION UNITCATV CABLE TV BOXWOODEN FENCE (WDF)GRASS SURFACEEVTELECTRICAL VAULTCLM COLUMNPAPLANTER AREATFTOP OF FENCETWTOP OF WALL1/17/2022-----0-0-0-• 0 □-. □-(12.81) FL-...._ h~ PROPERTY ~ ~~ s:, ).. LIi .... .... q; "' 13.01 l" FL ~ <: (13.05) n-:-EVT FL--.. L_j 1 I ( 13.03) 2J FL ~EVT (34.23) /RIDGE \(37.82) CHIMNEY T□P . ( 13.45) /FFG ( 18.96)TF. (13.32)FS GATE \< 13.48) FS \(35.69) RIDGE <1 EXISTING BUILDING EXISTING BUILDING (13.50) /FS (13:51) ,J (41.23) /RIDGE LOT22 11~&©11 ~@□ 'D@'D @J ffiaJoffiaJ□ ~~,~ 'u 13.88 FF \ (32.69) RIDGE EXISTING BUILDING (13.58) EXISTING BUILDING (33.23) CHIMNEY TOP/ l3.97 (13.35) FF.. FS / (13.50) FS GATE CL~ (13.44)1· FS PROPERTY LINE· ( 12,65) FS 7 CURB & GUTTER (11.65) EG (12.13)TC (11.62)FL 1M (12.23) I ! 71 AC PAVEMENT I ~ 12.06 TC (11.48)FL 11 . 61 EG (11.62) EG (12.06)TC (11.50)FL ; ~ J AC I VISTA DRIVE NO SCALE ( IN FEET ) 1 INCH = 8 FT. w ::: t::; w ::c: VJ !? a... ~ w !cc Cl :z 0 6: ctC ~ Cl 1rl ...,. 0 ctC a... s HEET NO. 1 c3 c::i a... OF co co --N d :z 1 t, w i3 ctC a... PA2022-030 • 101-011 • REAR SETBACK • \..I/ ff_. -I I S-CAR GARAGE -)---L_7 ii IJ__j I I _j I 0 ~ ' 20'-0" CLR. ... --I ' I <il I I I C) (() ---I ' _ _J , ":t: TRASH rr'\ ft I m I I I I I I I I LAUNDRY I I I ' /I I STAd-K~/ I I l"lj'D/ ' I I I/ ' ff_. JACUZZI I I ff_. I ,, / I STAd-":~/ I r==~c....=-~---------------J I l"lj'D/ ' I I L_ __:,J I \ I--~~ --BLIN:;i ,,:~ __ "\,__~D:,;;;aaa::::;R;j--11-__ _ lo v-1 TER I st:'FTENERO l11 IF1LTER I I I I,_.•-~ IM'DIA I± .!+8' CL,. : i I CJ[] PDR I I I I I I I I I I I G ft CITY FLOOR AREA CALCULATIONS FIRST FLOOR AREA, SECOND FLOOR AREA, = 1,525 SQ. FT. = 1,"180 SO. FT. = 3,505 SQ. FT. 7 ________ { -FIRST FLOOR PLAN AVERA6E NATURAL 6RADE (4) CORNERS 13.11' 13.56' 13.14' 13.36' • 101-011 • FROt--T SETBACK 1 • . I '-011 FRON I YAR S::TB K ZONE SE~ LANDSCAPE PLAN -I I I I I I I I I I I n' Ii • ~ ,. l/. C) ill\) _I D-<( ,f--Ul cf) f--ft w • cf) ,. r r's \.. I/ SCALE, 1/4" = I '-0" H.O.A FLOOR AREA CALCULATIONS FIRST FLOOR AREA, = 1,556 105 21 40 SQ. FT. LIVING SQ. FT. GARAGE SQ. FT. CANTILEVERED UPPER FLOOR SQ. FT. COVERED PATIO TOTAL LIVING AREA, GARAGE AREA, = 105 SQ. FT. 53.23' / 4 = 13.30' AVERA6'E NATURAL 6'RADE TOTAL FIRST FLOOR AREA, SECOND FLOOR AREA, = 2,322 = 2,066 SO. FT. TOTAL BUILDING AREA, = 4,210 SQ. FT. BUILDABLE LOT AREA, = 2,560 SO. FT. X 2 = 5,120 SO. FT. MAX . ALL0Jl'IABLE BUILDABLE SQ. FT. = 8"1 % OF FIRST FLOOR AREA TOTAL LIVING AREA, = 3,622 SO. FT. LEGAL DESCRIPTION LOT 22 OF TRACT NO. 1014, IN THE CITY OF NEl"<P0RT BEACH, COUNTY OF ORANGE, STATE OF CALIFORNIA AS PER MAP RECORDED IN BOOK 33, PAGE 31, OF MISCELLANEOUS MAPS IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY. APK 04"1-1"12-01 r ~ ~ I Lr) ";1 ('I) ~ ~ ~ '-"' ('I) ;:,... I..<;) .. 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ORT H_ PA2022-030 KITCHEN 3-CAR GARAGE DINING FAMILY LAUNDRY ENTRY POWDER PANTRY N 70° 08' 36" W 99.94' N 70° 08' 56" W 99.95'N 19° 50' 58" E 40.01'N 19° 50' 03" E 40.00'3' SIDE YARD SETBACK 3' SIDE YARD SETBACK 10' FRONT YARD SETBACK 10' REAR YARD SETBACK FILTERPUMPPUMPHEATERRIRIMSJSJSJ BS BS BS BS PC PC ML ML ML ML O O O S S S PC MLBS O S PC FN FN FN FN FN FN FN FN FN FN FN FN FN FN FN FN FN FN FN FN OSPCMLBSOSPCML L-1 Hardscape Plan Contractor to Field Verify All Measurements and Confirm Details to Provide Accurate Bid 2732 East Coast Highway, Suite A Corona Del Mar, CA 92625 949.673.5450 Date Revisions Drawn By:KM / MP Sheet Of 3 Job No. 000ARDEN S T U DI OD E S I G NGSCALE: 1/8" =1'-0" 0' 2' 4' 8' 16' 01.14.2022 2761 Bayshore Drive, Newport Beach, CAConstruction Notes: A. Contractor shall examine the site of proposed work noting existing conditions and proposed work as shown on the plans. Notify landscape designer of discrepancies B. Contractor shall stake proposed work prior to construction for review by landscape designer C. Protect existing utilities, paving and structures from damage. Trenching adjacent to existing tree drip lines to be done by hand to avoid root damage D. Construction and installation of all landscape items shall be according to State, County, and Local codes, Ordinances and up to CAL_OSHA safety orders regarding performance of work E. Contractor to obtain required permits and comply with applicable codes F. All Concrete edges to be 1/8" trowel G. All Stucco edges to be 1/8" trowel H. Contractor is responsible for damage to underground utilities and shall replace or repair same required at contractors expense I. Contractor shall assemble material samples including: flagstone, gravel, DG, stains, Stucco, etc. for review by owner and landscape designer prior to construction J. coordinate electrical, low voltage, and irrigation conduit sleeves prior to installation of new pavement. K. Contractor to coordinate work with other trades L. Verify grades and elevations in field and notify landscape design of discrepancies M. Contractor to review site for proper drainage and report apparent problems to landscape designer N. Contractor to verify location of any surface drains in concrete surface prior to pour for location verification by owner and landscape designer O. Contractor shall install this project utilizing the landscape industries B.M.P. Best Management Practices P. Contractor to provide direct drainage, low voltage, and irrigation to all pots Q. Contractor to verify proper soil preparation specific to project climate, native soil, site conditions. R. Contractor shall use Netafim drip irrigation for all planters and pots S. CONTRACTOR TO REVIEW, SIGN, AND APPROVE GARDEN STUDIO'S DESIGN/CONSTRUCTION NOTEBOOK AND AGREES TO BUILD PER THE SPECIFICATIONS IN THE NOTEBOOK HARDSCAPE LEGEND 1. Smooth Sand Finish Colored Concrete (Top Cast #3), Davis 'Miami Buff' 2. Side Yard Gate, to be Pool Safe with Self Latching and Self Closing Hardware 3. 12” x 24” Montecito Limestone Tile in Running Bond Pattern a. Grout Color: TBD b. Grout Size: 18" 4. Portable BBQ Location 5. Water Feature with Custom Water Weirs 6. 6'-4” x 5'-10” New Spa a. Spa Plaster: Pebblefina Steel Grey b. Spa Waterline Tile: Zia Tile Zinc 7. 12” x 24” Montecito Limestone Tile Coping a. Grout Color: TBD b. Grout Size: 18" 8. 4” Green Seam 9. (4x) 30” x 36” Deep Seat Chair, Designer to Source 10. 3' x 5' x 18”H Built-in Firepit 11. New 6' High Fence 12. Marathon II Sod 13. Stone Steppers to Match Stone on House 14. New 42” Tall Fence 15. 18” x 18” Pilasters 16. New 42” Tall Entry Gate 17. 12” x 24” x 2” Thick Montecito Limestone Tread 18. (2x) 30” x 36” Deep Seat Chairs, Designer to Source 19. Freestanding Firepit, Hart Concrete Design: Block Plaza 48” x 30” x 18” 20. 6'-7” x 36” Sofa, Designer to Source 21. 20"dia. Pot with (1x) 5gal. Australian Mint Bush with a 3 8" Pea Gravel Base 22. 6' Side Gate 23.38" Pea Gravel 24. Pool Equipment Location 25. Trash Location 26. Score Lines in Concrete 27. Star Jasmine Vine with Tension Wire Over Garages 9 16 1 26 1 2 3 4 5 6 8 10 11 12 13 14 20 18 19 21222325 7 8 15 17 3 24 13 27 y y ) _J ___ 1 ___ _ ' C, ' . >--r ( L.t.J ..J rl ..J LJ -rrfxi < 117 1LJ - 8 IX ..........i...-....1....1 ...L....J...---x X ~ 1-..i---------- u.J > n VJ I I I I i....r-1-~---, [..LJ u z [..LJ 0 - rJ) [..LJ ~ ~ [..LJ z 0 z - --J PA2022-030 KITCHEN 3-CAR GARAGE DINING FAMILY LAUNDRY ENTRY POWDER PANTRY N 70° 08' 36" W 99.94' N 70° 08' 56" W 99.95'N 19° 50' 58" E 40.01'N 19° 50' 03" E 40.00'3' SIDE YARD SETBACK 3' SIDE YARD SETBACK 10' FRONT YARD SETBACK 10' REAR YARD SETBACK FILTERPUMPPUMPHEATERRIRIMSJSJSJ BS BS BS BS PC PC ML ML ML ML O O O S S S PC MLBS O S PC FN FN FN FN FN FN FN FN FN FN FN FN FN FN FN FN FN FN FN FN OSPCMLBSOSPCML SiÐeTrees Quantity SiÐeShrubs Quantity SiÐeGroundcover Quantity SiÐeVines Quantity 5 gal.Westringia fruticosa 'Morning Light' Coast Rosemary 7ML M Magnolia 'Little Gem' Espalier Little Gem Magnolia 15 gal.1 20Sesleria autumnalis Autumn Moor Grass 1 gal. Olea europaea 'Wilsonii' Multi Fruitless Olive Tree 60" Box 1 Buxus sempervirens 'Globe' American Boxwood Globe 24" box 5BS Olea europaea 'Montra' Fruitless Dwarf Olive Shrub 5 gal.6O Westringia fruticosa 'Smokey' Coast Rosemary 5 gal.S Pittosporum crassifolium 'Compactum' Dwarf Karo 5 gal.PC Ophiopogon japonicus 'Nanus' Dwarf Mondo Grass Dirt Flats Rosa ‘Iceberg’ Climbing Iceberg Climbing Rose 5 gal.RI Prostanthera rotundifolia Austrlian Mint Bush 5 gal.IN POTS Trachelospermum jasminoides Espalier Star Jasmine 315 gal.SJ Ficus nitida 'Column' Indian Laurel Fig 5 gal.20FN SiÐeHedges Quantity 6 6 1 10 2 Spaced 6" oc L-2 Contractor to Field Verify All Measurements and Confirm Details to Provide Accurate Bid 2732 East Coast Highway, Suite A Corona Del Mar, CA 92625 949.673.5450 Date Revisions Drawn By:KM / MP Sheet Of 3 Job No. 000ARDEN S T U DI OD E S I G NGSCALE: 1/8" =1'-0" 0' 2' 4' 8' 16' 01.14.2022 2761 Bayshore Drive, Newport Beach, CAPlanting Plan *Planting Note - Designer to Locate Additional Plant Material on Site. See Quantities Below. - (1x) 24" Dia. Various Plant Material - (3x) 5 Gal. Various Plant Material - (3x) 1 Gal. Various Plant Material - (1x) Flats Various Plant Material >- UJ -' -' _J ----,----0 / I ,_I I 17 ,7 I ~-~ I I I -I -....p...c---~ ~I ---', I 1 'rY-i------------Lc O ' ' " " : l 'r'~-, l y.,c~~-..__,,---- -I ---y ' i X ---y ,.c:: - 17 LJ 17 LJ [ C • • ~ 7 7 ' 1 lFi I 0 0 UJ > ,___. ~ Q 0 UJ 0 ~ 0 0 ::r:: 0 r../) >--0 < @ co i.....r-, [..LJ u z [..LJ 0 - rJ) [..LJ ~ ~ [..LJ z 0 z - --J PA2022-030 KITCHEN 3-CAR GARAGE DINING FAMILY LAUNDRY ENTRY POWDER PANTRY N 70° 08' 36" W 99.94' N 70° 08' 56" W 99.95'N 19° 50' 58" E 40.01'N 19° 50' 03" E 40.00'3' SIDE YARD SETBACK 3' SIDE YARD SETBACK 10' FRONT YARD SETBACK 10' REAR YARD SETBACK FILTERPUMPPUMPHEATERRIRIMSJSJSJ BS BS BS BS PC PC ML ML ML ML O O O S S S PC MLBS O S PC FN FN FN FN FN FN FN FN FN FN FN FN FN FN FN FN FN FN FN FN OSPCMLBSOSPCML L-3 Lighting Plan Contractor to Field Verify All Measurements and Confirm Details to Provide Accurate Bid 2732 East Coast Highway, Suite A Corona Del Mar, CA 92625 949.673.5450 Date Revisions Drawn By:KM / MP Sheet Of 3 Job No. 000ARDEN S T U DI OD E S I G NGSCALE: 1/8" =1'-0" 0' 2' 4' 8' 16' 01.14.2022 2761 Bayshore Drive, Newport Beach, CALighting Legend: Symbol Description Product#Finish Type .ty Path Lights GSD-14-1-MBR Matte Bronze 12v LED 4 Regular Uplights GSD-11-1-MBR Matte Bronze 12v LED 14 Small Up Lights GSD-11-2-MBR Matte Bronze 12vLED 15 Hanging Light GSD-16-1-MBR Matte Bronze 12vLED 4 Step Light (Treads) GSD-15-7 Stainless Steel 12vLED 1 ;,-. UJ ....J ....J -< D [ l LJ [7 LJ [ L GSD-11-1-MBR Mod"I Material: Finish: Electrical: Lamp: Mounting: GSD-11-1-MBR Brnss Spodft '~V MR-1G, LED , /2" NPT, Spike Included _J -QQ -- SPECIFICATION SHEET Up Light ./ I J m '"''"'"' <UUN i STUOt: I GSD -1 1-2-MBR Model Material: Finish: Eluctrlca1· Lamp: Mounting: CSD-11-2-f.1BR Brass Specify 12V MR-11, LED t/2" NPT. Spik,;, lncludc•d SPECIFICATION SHEET Up Light ALL FINISHi::S & LED AVAILABLE' ~faunt ng: 112' NPT. Spik.s Included GSD-14-1-MBR Material· Finish El.,ctrical· Lamp: Mounting· Brass Matte Bronze '" ~.~1.\' LED 7/2" NPT. Spike lriduded SPECIFICATION SHEET Pathway Lights ,______1/~" r<-'I. •• • t= L GSD-15-7 Modal: GSD-15-7 Material: BrfiS.S Housi11g wiln stamless sleel bracket (brnckct 1s removable) Finish· Watl!Oge: Eloctrical: Sp~cir; 1.5 V'1sll 140 Lum~ne 12VAC LED 1/c' t u.J > - e:::: Cl u.J e:::: 0 :r: Cf) >- < e:::i:::l SPECIFICATION SHEET Step Light □ □ □ c::.] L' T 0 I 0 cl =) i GSD-16-1-MBR Model· Material· Finish, Electrical Lamp: Gc'D-16-1-r.lBR Bras.s or Copper ~-lalte Bronze m 3.5W LED Mounting Option Henging ,' 12" Brass Chain (s.dditionel cost] '" Custom siz"" a,,ailablo! SPECIFICATION SHEET Hanging Light l O [I l) C t 0 0 -::, Q C ~ ~ o D a o C O O Q 0 0 C Q (, 0 c, ,~ O O I o O u C ~ AL_ cl\JISHES & LED _A,1/A L,:..BLEI "Chair ,:.deed co hs.1~ ng lights a, ~dd lcnal ccsl EB @ s E9 Cil] i....r-, [..LJ u z [..LJ 0 - rJ) [..LJ ~ [..LJ z 0 z - --J PA2022-030