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DocuSign Envelope ID:C618662A-C794-43AC-969A-A5EA5B752DDC 0 L' 0 I� O 04 SITE DATA a 04 SITE MAP OWNER KENNETH &MELISSA COOPER \ 4085 SHIELDS ROAD Cn CANFIELD, OH 44406 = = z ENGINEER/AGENT SCHULKE, BITTLE&STODDARD LLC 0 C/O WILLIAM P STODDARD Ph. D., P.E. 1717 INDIAN RIVER BLVD SUITE 201 0 VERO BEACH, FL 32960 Cn (772) 770-9622 w o_ SITE+' SURVEYOR HAYHUSRST LAND SURVEYING, INC o 445 9TH STREET SW, UNIT 7 — Ln VERO BEACH, FL 32962 North > Ld (772) 5696680 Y SITE ADDRESS FORT PIERCE, FL 34949 GRAPHIC SCALE g PARCEL ID#'S 1403-120-0003-010-3 30 0 15 30 60 120 a o' o P.R.M. 94-77-A39 BRICK NORTHING=1,17313�2480 DECK — N U7 0] (n O� N F.I.R.M. 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♦ ANS B ` LIGHTING KEY Q o 0 w ` FIXTURE MANUFACTURER FIXTURE LAMP TYPE& MOUNTING TYPE LOCATION OF STRUCTURE N (0 ♦ FIXTURE TYPE a LANDSCAPE MATERIAL SCHEDULE ` LABEL &CATALOG NO. QUANTITY WATTAGE &HEIGHT FIXTURE LEVEL 0 O RECESSED CEILING BEACHSIDE LIGHTING 4 2W LED AMBER RECESSED CEILING LANDWARD PORCH CL SYMBOL QTY BOTANICAL NAME COMMON NAME OTHER A DOWN LIGHT L-016 RECESSED ±12.5'ABOVE FINISH GRADE ` \ + + + B WALL SCONCE BEACHSIDE LIGHTING 6 2W LED AMBER WALL MOUNT (4)LANDWARD (2)GARAGE ftoft + + + 14,840 SF Paspalum vaginatum SEASHORE PASPALUM SOD ` DOWN LIGHT E1-2W-A-SP MAX 8'-0"ABOVE FLOOR (2)BEACHSIDE (2)POOL DECK (2)LOWER LEVELENGINEER CERTIFlCATION Mum Wawa soma � FIL REG. NO. 47048 REAR PATIO ❑JOSEPH W. SCHULKE ❑JODAH B. BITTLE ` FL. REG. NO. 57396 POOL LIGHT POOL LUMINAIRE 2 3W LED AMBER UNDERW ATER BELOW WATER POOL DOCUSI n y: ` LS333ANS-LED g ed b �]WILLIAM P. STODDARD STEP LIGHT INTRIGUE LIGHTING 6 3W AMBER LED WALL/STEP MOUNT 18" LANDWARD FL. REG. NO. 57605 \ ` ` STAIRS , D SG-R-1 LED-HDL-AML ABOVE FIN.GRADE MAX MAY NEED FIELD 12�11�ZOZO ADJUSTMENT DATE: 1y &ADDITIONAL SHIELDING SHEET C2�4 PROJECT E 172 DocuSigned by: OF7A57CA9D3345A... DocuSign Envelope ID:C618662A-C794-43AC-969A-A5EA5B752DDC O O Y Q rn ~ o U N w 1-1V) m N O N � � W C9 U i ti 0 0 0 U Q) O o s z�N>U Do �wWQOUpm3�U U O U�WQ�=OZ Zw O� Z O w O 0 U m H > =p F Q c� ows=ww wOwUwwd�(�wKd 00 S= �d�3w���w�aOU U � N cn M W O � � Q Qc � = o � co Z o Q - w 00 00 _ _ W o W J 2 O)w l I Z m Z cn JAI O m CQC J w J \ G Oa¢ Q JNQ 0 Z o W L O cr— Z U �O_I IX —D_ wLu \ \I Z O)N Q ZO ZO N Q� v v ILJ � O O Z 0 ^1 ^I U =) O O Z Y = I N O O� ZOO U I Z uj O wm 2 � O� o~ w� Z(-) Q Iwog O I w Q — � V) U V) Q 0_Z 201.54' SEAWARDMOST LIMIT OF MINOR STRUCTURE Z L Z J U) N N 1`1 ^— (/) O 000i Qap O i� X U.. 126.56' SEAWARDMOST LIMIT OF NON-HABITABLE MAJOR STRUCTURE F- 0) SWIMMING POOL I D v I I Z J < w Z 64.70' SEAWARDMOST LIMIT OF m J NON-HABITABLE MAJOR STRUCTURE U I 0 GARAGE/STORAGE w � � EXISTING RESIDENCE STORY FRAME 3 I I Q O LOWER FLOOR=12.30 NAVD I \ FIRST FLOOR-17.88 NAVD TOP OF SECOND FLOOR-23.88 NAVD _ _ _ POOL SHELL _ _ _ _ _ *BREAKING WAVE CREST 12.07' NAVD— PROPOSED 15.82' NAVD V ~ Ell] N ti J SWIMMING P00 GRADE L1J TEMPORARY -EXISTING 0.00' NAVD EXISTING GRADE EXCAVATION GRADE MAX BOTT OF L *BREAKING WAVE CREST ELEVATION DETERMINED BY POOL SHELL PILES SHOWN ARE FOR INFORMATIONAL LEGEND 6.07' NAVD PURPOSES ONLY. SEE STRUCTURAL REPORT TITLED "100 YEAR STORM AND DESIGN PILE SUPPORTED_' DRAWINGS FOR PILE LAYOUT. GRADE ELEVATIONS FOR FLORIDA COASTAL POOL SHELL COUNTIES", SPONSORED BY OFFICE OF BEACHES AND COASTAL SYSTEMS, DEPARTMENT OF FILL SEAWARD OF C.C.C.L. z ENVIRONMENTAL PROTECTION, DATED OCTOBER 1999 0 R-MONUMENT 001 — CONVERSION FROM NGVD TO NAVD -1.48 FT BREAKING WAVE CREST ELEVATION 17.90 NGVD = 16.42 NAVD EXCAVATION SEAWARD OF C.C.C.L. U AA EAST—WEST SECTION W SCALE 1`20' cn Ln 0 U J O O U Z Q U Q 3: Z Q LJi N Q U� LLi D' W 2 ZO O a- ~ W O c) a" Z O O O LL- Q O O O U � w O a_ O ENGINEER CERTIFICA110N ❑JOSEPH W. SCHULKE FL. REG. NO. 47048 ❑JODAH B. BITTLE DocuSigned by: FL. REG. NO. 57396 >[]WILUAM P. STODDARD FL. REG. NO. 57605 > - DATE: 12/11/2020 i .: >e`A5'&"•ns SHEET ti C 3 PROJECT NO. 18-172 EDocuSigned by: ZF7A57CA9D3345A... DocuSign Envelope ID:C618662A-C794-43AC-969A-A5EA5B752DDC 0 N I� O Q \ \ N O) H W O \ U \ ' Cn \ ' \ Ld d N ' EXCAVATION AND FILL QUANTITIES \ o North \ \ ' LEGEND TEMPORARY EXCAVATION SEAWARD OF C.C.C.L................ 72 C.Y. bi FILL SEAWARD OF C.C.C.L. TOTAL FILL SEAWARD OF EXISTING RESIDENCE................ 100 C.Y. GRAPHIC SCALE TOTAL' \ Q \ FILL LANDWARD OF EXISTING RESIDENCE.............. + 1.454 C.Y. _T ' TOTAL FILL SEAWARD OF C.C.C.L............................ 1,554 C.Y. J J 10 0 5 10 20 40 \ EXCAVATION SEAWARD OF C.C.C.L. \ NET FILL SEAWARD OF C.C.C.L............................ 1,482 C.Y. '_10 N ( II � Y 3E IN FEET ) \ W W NO NET EXCAVATION SEAWARD OF CCCL \ � N 00 � 1 inch = 10 ft. r° t o Z W \ 1V THESE QUANTITIES ARE APPROXIMATE ONLY, NOT FOR BIDDING PURPOSES, R U J ' p THESE QUANTITIES DO NOT INCLUDE ANY ADJUSTMENT FACTORS FOR \ Q cn Q W Q `O COMPACTING AND LOSES QQ O Q U cVi� o \ ' \ w o = Z 0� wwaaom3N� o 4' PLASTIC \ r COASTAL zoowooZozm�F FENCE \�' NwwQ�=o�za n p o �azwwag \ 10.00 �. C 11.00 O STRAND II II Oa=U��ww Z3�} �zww o 11.00 1� 11' \\ I wow_w wa 3:WDK 96 =�==xtn �ztnzo ' �a33wzN3 Z'0 \ as 10.60 \ \ �� 9� \ 111111117=4 11.00 E TOW TOW 20.30 20.30 11 5 \ J Nui WOOD WALK 5 (1) 9ti \ gP 0OL U1 111.50 11.85 \ Q - 0) \ 97 PAVERS �I II Q W O U) e aB 12.14 1 7 I\ /1/ Z ) 00 9� 0 11.97 I I � ccoo = O I 07 I I � ZoQ .c 0 I L0m _j GARAGE FLOOR g LOWER FLOOR I O \ ENTRY VARIES 11.67 TO 12.14 NAVD PATITI OVO W/ATDECK I \ I Z W W \ 12.30 NAVD I I I /'� O STORAGE SECOND FLOOR I `J J Q CA � O 12.30 NAVD I \ N o t 1 � Z 0 N 1 \ I 1� 1� 11.67� I I ` \ ui < H CD S A S 0 1 \ � 3 I \ � EXISTING RESIDENCE 1 1.93 1 1.93 1 1.93 1 TOW17.32 I \ 1 Lu o ff ~ a� \ TOWL7777/ 1 7 W _ 11 .93 20.30 p LOWER FLOOR=12.30 NAVD I 0 q Q ° FIRST FLOOR-17.88 NAVD \ \ U m LL SECOND FLOORa23.88 NAVD \ \ 0. 17.38 9 (.0 1 � O-) Qo SHELL STONE FIRST \ Z N DRIVEWAY o SHELL STONE ` FLOOR I ti DRIVEWAY PATIOLLI ti ti o VJ v o 17.38 00 1 \ o 91 \ 1 1.70 r oo o ` o 0 0 \ \ n (D Old 17.38 z \ CO STA CONSTRUCTION CONTRROL LINE J ` EXOTICS ` (1 81) RECORDED ON 12/12/1978 IN- \ O F- \ ` 17.38 PLAT BOOK 19, PAGE 08 Q J \ Q J \ Ld c� ILL. \ \ X COASTAL CONSTRUCTION CONTROL LINE ` 1 1. Ld 6 ° /-(1987) RECORDED ON 9/15/1988 IN ` 1250 ` \ \ / TOW PLAT BOOK 26, PAGE 26 12.50 EQUIP TOW 17.32 \ 12.70 17.32 000 '16, ` TOW EXOTICS � J 20.30 0O 12.00 CL 2.50 1 - - - - z f Z a _CENTERLINE OF SWALE _ _ W T�^ �COASTAL � U a STRAND Z QJTOW 3: LL 20.30 12.00 N Q = LLi Of 211.JO' z 0 LLJ a ` T ANS B Q a O C� O Z O Q O o \ ` o O r-N co 0 ` \ ` 0 Waft mamm sawn \ INFAft waftENGINEER CERTIFICATION ❑JOSEPH W. SCHULKE I, WILLIAM P. STODDARD, CERTIFY THE FL REG. NO. 47048 PROPOSED FILL MATERIAL FOR SL-362 MEETS ❑JODAH B. BITTLE THE CRITERIA OF 62b-33.005(7), F.A.C. FL. REG. NO. 57396 \ ` ` I )t]WIWAM P. STODDARD FL. REG. N0. 57605 DocuSigned by: DATE: 12/11/202 SHEET �a pC `` Alen PROJECT NO. OF7A57CA9D3345A...