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Zoning approved site plan New Site Plan Rev. 10-5-23I PLOT PLAN OF THE WESTERLY 30 FEET OF LOT 4, TOGETHER WITH ALL OF LOT 6, BLOCK 11, ATLANTIC BEACH AS RECORDED IN PLAT BOOK 5, PAGE 69 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA LOT 7 FOUND 1/2" IRON PIPE, NO ID L LOT 5 I I 79.81' (FIELD) 80.00' XPROPOSED FENCE 90�-'07-'706" I °'�' O EW ENT ---r l AC AOs 'k 10' BUILDINGIE WOOD FENCE LOT 3 I -J PROPOSE lX$9 POOL 1)II X 10.19.7 8 SYNTHETIC WOOD STEPS (c` 15. s.BX SYNTHETIC DECKING WITH STEPS LOT 1 I FOUND 1/2" IRON PIPE, NO ID 1 1' 2 .00 6' � I Q 10 20 40 SCALE: 1" = 20' 18.0 \�� z COVERED LANAI w I U- Iwo z !r ro 4.8 •8 4.8 n o 0 0 I p fl% �. o cr I N N O Z w in I W LOT 8 iV � o c, Oz x10.0 >- I- JO D_ a LOT 2 0. W} I cyeNumhe' Je 12gz O J 21. a 11.01 MJ Q o M O Uw I Xi96-1 44;. * al SuNef4z;z cli Ip a a W O F a FC X� I w N Li 18.0' g I - (i� IF_ 0 V) 0X'0.1 I I H 0 1 PROPOSED RESIDENCE PLASTIC ¢ z Im w z I I BORDER I l0 (TYPICAL) I Q 10 20 40 SCALE: 1" = 20' 80' RIGHT OF WAY (PAVED PUBLIC ROAD) PROPOSED NOTES: 1. THIS IS A PLOT PLAN. 2. INTERIOR ANGLES AS PER FIELD SURVEY. 3. NO BUILDING RESTRICTION LINES AS PER PLAT. 4. NORTH PROTRACTED FROM PLAT. 5. BOUNDARY INFORMATION TAKEN FROM PREVIOUS SURVEY BY THIS FIRM UNDER W.O. No. 2021-0148, DATED FEBRUARY 11, 2021. 6. BENCHMARK USED: SET MAG NAIL & DISK, LB 3672, SHOWN HEREON. ELEVATION=9.80 (NAVD 1988). 7. BENCHMARK ESTABLISHED BY GPS USING SPECTRA PRECISION SP80, L1/L2 EQUIPMENT AND TRIMBLE VRS SOFTWARE. 8. CR DENOTES CABLE RISER. 9. STMH DENOTES STORM MANHOLE. 10. TR DENOTES TELEPHONE RISER. 11. WM DENOTES WATER METER. 12. WPP DENOTES WOOD POWER POLE. 13. F.F.E. DENOTES FINISHED FLOOR ELEVATION. 14. BUILDING RESTRICTION LINES SHOWN HEREON PROVIDED BY CLIENT. THE PROPERTY DESCRIBED HEREON LIES IN FLOOD ZONE "X" (AREA OF MINIMAL FLOOD HAZARD) AS WELL AS CAN BE DETERMINED FROM THE FLOOD INSURANCE RATE MAP NUMBER 12031 CO409J, REVISED NOVEMBER 02, 2018 FOR DUVAL COUNTY, FLORIDA. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER." CHECKED BY: DRAWN BY: ADT FILE: 2022-1676 REF.: 2021-0148(DAF) IMPERVIOUS AREA. tb.r. ULNUms SQUARE FEET) LOT AREA: = 10,400 S.F. MAIN HOUSE z0 \�� �o ILai COVERED LANAI w I 0 W O Iwo z !r �� I 2.5' ZDV I 4.8 •8 4.8 n o 3' O W 0. 1 = 12 S.F. LL o o cr 2.5. � i LSA Ai� �\ r7 � w C) H M I LOT 8 iV � o c, Oz x10.0 >- I- JO . z m a LOT 2 0. W} I cyeNumhe' Je 12gz J I�0 21. a 11.01 MJ Q o M O Uw I Xi96-1 44;. * al SuNef4z;z cli m X �P0 O F �-- IX ~ I 'o M7 X 1` 0A J O p 9 N I I - (i� L I H 0 PROPOSED RESIDENCE x 9'7 ¢ z Im w z I I No. 3091I Ld Xao FINISHED FLOOR ELEVATION- 11.70(NAVD'88) I (f) II c 0 I o o !I � I I I 6.ix I w 5. GARAGE 1 GARAGE io 20' BUILDING RESTRICTION LINE A IL 1.4'X1.4' CONCRE COLUMN (TYP.) I o 1�' X9.8 12.3' n 8w 5.2 14.7' - I I 14.7' ; z I PLASTIC BORDER SYNTHE C PLASTIC (TYPICAL) L WOOD S PS BORDER GRAVEL WALKWAY (TYPICAL)N pw I O I W I 50.00 .'9 RIVER ROCK v �o C4110.1 RIVER ROCK FOUND lfi" IRON PIPE, NO ID OpWM `O SOD a TURF BLOCKX 0 CAP 70.00' TURF BLOCK X9 80.10' (FIE D) 9m X:P90 99s CONCRETE SIDEWALK TURF BLOCK 9• mTURF BLCK 9.8 EDGE OF PAVEMENT s� WP GU *xlr ANCHOR X93" X,q,o O STMH Xws e PLAZA BENCHMAR: SET MAG ELEVATION - 9.0 (NAVD "AIL 1988) 80' RIGHT OF WAY (PAVED PUBLIC ROAD) PROPOSED NOTES: 1. THIS IS A PLOT PLAN. 2. INTERIOR ANGLES AS PER FIELD SURVEY. 3. NO BUILDING RESTRICTION LINES AS PER PLAT. 4. NORTH PROTRACTED FROM PLAT. 5. BOUNDARY INFORMATION TAKEN FROM PREVIOUS SURVEY BY THIS FIRM UNDER W.O. No. 2021-0148, DATED FEBRUARY 11, 2021. 6. BENCHMARK USED: SET MAG NAIL & DISK, LB 3672, SHOWN HEREON. ELEVATION=9.80 (NAVD 1988). 7. BENCHMARK ESTABLISHED BY GPS USING SPECTRA PRECISION SP80, L1/L2 EQUIPMENT AND TRIMBLE VRS SOFTWARE. 8. CR DENOTES CABLE RISER. 9. STMH DENOTES STORM MANHOLE. 10. TR DENOTES TELEPHONE RISER. 11. WM DENOTES WATER METER. 12. WPP DENOTES WOOD POWER POLE. 13. F.F.E. DENOTES FINISHED FLOOR ELEVATION. 14. BUILDING RESTRICTION LINES SHOWN HEREON PROVIDED BY CLIENT. THE PROPERTY DESCRIBED HEREON LIES IN FLOOD ZONE "X" (AREA OF MINIMAL FLOOD HAZARD) AS WELL AS CAN BE DETERMINED FROM THE FLOOD INSURANCE RATE MAP NUMBER 12031 CO409J, REVISED NOVEMBER 02, 2018 FOR DUVAL COUNTY, FLORIDA. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER." CHECKED BY: DRAWN BY: ADT FILE: 2022-1676 REF.: 2021-0148(DAF) IMPERVIOUS AREA. tb.r. ULNUms SQUARE FEET) LOT AREA: = 10,400 S.F. MAIN HOUSE = 3,075 S.F. POOL HOUSE = 520 S.F. COVERED LANAI = 442 S.F. COVERED ENTRY = 178 S.F. WOOD STEPS(0507.) = 53 S.F. AC PAD (MAIN) = 25 S.F. AC PAD (POOL) = 12 S.F. POOL EQUIPMENT PAD = 18 S.F. POOL(® 507.) = 204 S.F. POOL COPING = 120 S.F. TOTAL IMPERVIOUS _ 4,647 S.F. = 44.7% NOTE: PERVIOUS DRIVEWAYS AND WALKS NOT INCLUDED IN ABOVE AREA CALC;;,' �0 AT WR/C 111 THIS PLOT PLAN IS CERTIFIED T0: tis = =O DUVAL CONSTRUCTION, INC. cyeNumhe' Je 12gz i� °F Xi96-1 44;. * al SuNef4z;z JASON D. BOATWRIGHT, P.S.M. REV.: 9/29/23 ADT - BLDG. PLAN as FLORIDA LICENSED SURVEYOR and MAPPER No. LS 7292 ENVELOPE STAKEOUT POINTS REV.: 7/11/23 JDB - DRIVEWAY MATERIAL FLORIDA LICENSED SURVEYING & MAPPING BUSINESS No. LB 3672 BOATWRIGHT LAND SURVEYORS, INC. 1500 ROBERTS DRIVE, JACKSONVILLE BEACH. FLORIDA (904)241-8550 DATE: DECEMBER 14 2022 SHEET 1 OF 1