893 Amberjack Lane_ RES24-0285 Site Plan correction1-27-25EXISTING SINGLE STORY RESIDENCETO BE REMOVEDFFE EL = 11.72'LOT 24EXISTING PROPERTY LINEN44°15'40"W118.97' (P)N43°58'39"W119.12' (M)EXISTING PROPERTY LINES10°51'23"E102.17' (M)S10°56'10"E102.17' (P)25' SETBACK7.5' SETBACK20' SETBACK7.5' SETBACK20' SETBACKAMBERJACK LANE(60' R/W 23' CURBED AND GUTTERED ASPHALT)BACK OF CURBEDGE OF PAVEMENTEXISTING CONC.DRIVEWAYEXISTING MOVABLEWOOD SHEDA/C24" MANHOLEWATER SUPPLETIE-INSEWER DRAINTIE-INL2L1L3C120'-0"7'-6"20'-0"7'-6"25'-0"39'-0 3/4"24'-7 1/2"5'-7 3/4"15'-3"23'-6"4'-0 1/4"10'-6 1/2"8'-7 1/2"15'-11"3'-0 1/4"13'-8"15'-8 3/4"30'-1 1/4"30'-7 1/4"LOT 24EXISTING PROPERTY LINEN44°15'40"W118.97' (P)N43°58'39"W119.12' (M)EXISTING PROPERTY LINES10°51'23"E102.17' (M)S10°56'10"E102.17' (P)25' SETBACK7.5' SETBACK20' SETBACK7.5' SETBACK20' SETBACKAMBERJACK LANE(60' R/W 23' CURBED AND GUTTERED ASPHALT)BACK OF CURBEDGE OF PAVEMENTL2L1L3C16'-9 1/4"20'-0"22'-1 3/4"7'-6"2'-3"20'-0"7'-2 1/2"7'-6"24" MANHOLEWATER SUPPLETIE-INSEWER DRAINTIE-IN25'-0"5'-2"6'-10 1/4"7'-6"NEW (PROPOSED) SINGLESTORY RESIDENCEFFE EL = 11.7'PERVIOUS ROCKSDRIVEWAYNEW A/CFINISH FLOOR ELEVATION = 11.7'MID-LOT ELEVATION = 10.9'BUILDER INITIALS -CLDATE:01/27/2025CURVEC1(P)C1(M)RADIUS120.00'120.00'DELTA---29°58'28"ARC LENGTH---62.78'CHORD BEARINGS62°25'18"WS62°30'53"WCHORD LENGTH62.07'62.06'CURVE IDENTIFICATION TABLELINEL1(P)(C)L2(P)BEARINGN23°42'20"E
N59°08'20"E
DISTANCE10.00'75.52'LINE IDENTIFICATION TABLEL3(P)S85°20'02"E50.00'L2(M)N59°12'35"E65.18'L3(M)S85°11'51"E50.07'DEMOLITION LEGEND:DEMOLITION OF EXISTING BUILDING ELEMENTSEXISTING BUILDING ELEMENTS TO REMAINDEMOLISH DOOR & FRAMEEXISTING DOOR & FRAME TO REMAINNEW BUIDLING ELEMENTSGENERAL NOTES: DEMOLITION1. CONTRACTOR TO COORDINATE SITE, LANDSCAPE AND UTILITYDEMOLITION WITH OTHER DISCIPLINE DOCUMENTS.2. CONTRACTOR TO LOCATE EXISTING UTILITIES AND PROTECT ANDMAINTAIN CRITICAL INFRASTRUCTURE THAT SERVES NEARBY BUILDINGS.3. COORDINATE PROPOSED METHODS AND OPERATIONS OF DEMOLITIONWITH OWNER'S DESIGNATED REPRESENTATIVE PRIOR TO START OF DEMOLITION WORK. INCLUDE IN SCHEDULE COORDINATION FOR SHUT-OFF, CAPPING AND CONTINUATION OF UTILITY SERVICES AS REQUIRED.4. INTERRUPTIONS IN DAILY OPERATIONS MUST BE COORDINATED INADVANCED WITH OWNER'S DESIGNATED REPRESENTATIVE. THIS SHALLINCLUDE SERVICE INTERRUPTIONS AND CONNECTIONS, RELOCATION OFOCCUPANTS, REMOVAL OF EQUIPMENT, SHIFTS IN LOCATION OF WORK,MECHANICAL AND ELECTRICAL DISRUPTION, ETC. ANY OF THE ABOVEINTERRUPTIONS REQUIRE A MINIMUM OF THREE FULL WORKING DAYS NOTICE TO THE OWNER. FRIDAY P.M. NOTICE FOR MONDAY A.M.INTERRUPTIONS WILL NOT BE ACCEPTABLE.5. CONDUCT DEMOLITION AND DEBRIS REMOVAL IN A SAFE MANNER TOMINIMIZE INTERFERENCE WITH CORRIDORS, HALLS, STAIRS, AND OTHERADJACENT FACILITIES AND TO AVOID DAMAGE TO SAME. DO NOT CLOSEOR OBSTRUCT TRAFFIC WAYS WITHOUT PERMISSION OF THE OWNER.6. ERECT TEMPORARY ENCLOSURER(S) AROUND ALL EXTERIOR OPENINGSCREATED IN THE BUILDING. THE BUILDING SHALL BE LEFT WEATHER TIGHT AND SECURE AT THE END OF EACH WORKDAY.7. PROVIDE TEMPORARY DUST ENCLOSURERS AROUND ALL AREAS OF WORK.PREVENT DUST, DEBRIS, ETC. FROM REACHING ADJACENT AREAS OF BUILDING.8. REFER TO MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS AND SPECIFICATIONS FOR ADDITIONAL DEMOLITION REQUIREMENTS.9. ALL SALVAGEABLE MATERIAL AND EQUIPMENT SHOWN OR SCHEDULED TOREMAIN AS THE PROPERTY OF THE OWNER OR NOT DISCLAIMED BY THE OWNER PRIOR TO THE BEGINNING OF DEMOLITION WORK SHALL BE CAREFULLY REMOVED AND STORED WHERE DIRECTED BY THE OWNER.THE CONTRACTOR SHALL VERIFY WITH THE OWNER ALL ITEMS TO BESALVAGED.10.ALL SALVAGEABLE MATERIAL AND EQUIPMENT SCHEDULED TO BE REMOVED AND NOT REUSED AND DISCLAIMED BY THE OWNER SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE TRANSPORTED FROM THE SITE AS THEY ARE REMOVED. STORAGE ORSALE OF REMOVED ITEMS ON SITE WILL NOT BE PERMITTED.11.VERIFY SAVING AND RE-USE OF ALL MISCELLANEOUS ITEMS AND EQUIPMENT NOT SPECIFICALLY LISTED ON THE DRAWINGS OR IN THE SPECIFICATIONS WITH THE OWNER PRIOR TO DEMOLITION.12.UNLESS OTHERWISE INDICATED ON THE DRAWINGS OR THE FINISHSCHEDULE, ALL PORTIONS OF THE EXISTING BUILDING (INCLUDINGFINISHES) DISTURBED BY DEMOLITION OF EXISTING CONSTRUCTIONAND/OR INSTALLATION OF NEW CONSTRUCTION, INCLUDING MECHANICALAND ELECTRICAL WORK, SHALL BE REPAIRED AS REQUIRED ANDRETURNED TO ITS ORIGINAL UNDISTURBED CONDITION OR BETTER.13.REMOVE ALL EXISTING WALL CONSTRUCTION, MILLWORK, EQUIPMENT,ETC. SHOWN DASHED ON THIS DRAWING IN ITS ENTIRETY TO THE EXTENTSHOWN ON THE DRAWINGS. PARTITIONS SHALL BE REMOVED FROMFLOOR TO UNDERSIDE OF STRUCTURE ABOVE UNLESS OTHERWISENOTED. AT EXISTING INTERSECTING WALL WHERE ONE WALL HAS BEEN DEMOLISHED, PREPARE NEWLY EXPOSED AREA OF WALL TO MATCH EXISTING ADJACENT SURFACES.14.EXISTING WALLS INDICATED TO REMAIN ARE FOR PURPOSES OF EXONOMY ONLY. CONTRACTOR MAY ASSUME, IF MORE EXPEDIENT FORCONSTRUCTION OR LESS EXPENSIVE FOR THE OWNER, THAT EXISTING CONSTRUCTION MAY BE REMOVED AND REPLACED WITH NEWCONSTRUCTION ACCEPTABLE TO THE ARCHITECT AT NO ADDITIONALCOST TO THE OWNER.2ABDE21PROJECT INFORMATIONSHEET IDSHEET TITLEREVISIONSDATE ISSUED:REVIEWED BY:A/EOR:DESIGNED BY:PROJECT NUMBER:133446655CSEALProfessional certification. I hereby certify that these documents were prepared or approved by me, and that I am a duly licensed professional architect/engineer under the laws of the state of ____CONSULTANTAA & Associates of Florida, LLC.All rights reserved. No part of this work may be used , reproduced, distributed, displayed, or otherwise communicated in any form or by any means without the prior written consent of AA & Associates of Florida, LLC.3956 HEIDI ROAD WESTJACKSONVILLE, FLORIDA 32277THIS DOCUMENT HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY ANGEL L. ALICEA, PE ON ________________ USING A DIGITAL SIGNATURE. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURES MUST BE VERIFIED ON ANY ELECTRONIC COPLIES.1/27/2025 7:33:04 AM E:\AA Engineering Design\Projects\324-035 Lundgren Residence\CAD\Revit\324-035 Lundgren Residence_final_detached_angel.aliceaYL8UD.rvtCONSTRUCTION DRAWINGSA002NEW CONSTRUCTION -LUNDGREN RESIDENCEEXISTING AND NEW SITE /PLOT PLANS, AND NOTESEORALA01/27/2025ALA324-035893 AMBERJACK LANEATLANTIC BEACH, FL 32233FL.01/27/2025SITE CALCULATIONS:TOTAL LAND AREA:0.25 ACRES = 10,844 SF35% MAXIMUM LOT COVERAGE:3,795.4 SF50% MAXIMUM IMPERVIOUS:5,422 SF------------------------------NEW CONSTRUCTION:NEW 1ST FLOOR:2,331 SFTOTAL HEAT AND COOLING COVERAGE:2,331 SFNEW 2 CAR GARAGE:442 SFNEW FRONT PORCH COVERAGE:288 SFNEW REAR PORCH COVERAGE:139 SFNEW FRONT PORCH COVERAGE:29 SFNEW SECONDARY COVERAGE:24 SF(A/C CONCRETE PADS, STEPS)TOTAL NEW AREA UNDER ROOF2,941 SF------------------------------LOT COVERAGE:AREA UNDER ROOF:2,941 SFSECONDARY COVERAGE:24 SFESTIMATED DRIVEWAY (TBD W/ BUILDER & CITY):646 SFTOTAL LOT COVERAGE:3,611 SFTOTAL PERVIOUS:7,233 SF / 66.70%TOTAL IMPERVIOUS:3,611 SF / 33.30%TRUENORTHNO. DESCRIPTION DATE1 CITY COMMENTS 01/27/2025SCALE: 1" = 10'-0"2EXISTING AND NEW SITE / PLOT PLANPLANNORTH1ADDED FINISH FLOORELEVATION AT LIVINGSPACE AND BUILDERINITIALS AND DATE