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DocuSign Envelope ID: C618662A-C794-43AC-969A-A5EA5B752DDC P.R. M. 94-77-A39 NORTHING=1, 173, 38 .2480 EASTING= 718,816. 340 S26' 17=16'E 1, 398.95' - - I \ \ I \ I \ \ I \ \ I \ I \ � �\ �OC1�' INN yk N � 0 m \ ml \ I\ NORTHING-1,1 1,850.33 4' PL FND CAP , EASTING= 71,38J.59 FEND 10, \ \ \ \ COASTAL CONSTRUCTION CONTROL LINE \ \ n (1987) RECORDED ON 9/15/1988 IN-- �(\ PLAT BOOK 26, PAGE 26 �. \ N W Z � \ \ \ \\ \ N\ m \\P.R.M. 94-77-A38 0 NORTHING=1, 169,872.3100 \ EASTING= 720, 045.8014 �8=w`74 SITE DATA OWNER KENNETH & MELISSA COOPER 4085 SHIELDS ROAD CANFIELD, OH 44406 ENGINEER/AGENT SCHULKE, BITTLE & STODDARD LLC C/O WILLIAM P STODDARD Ph. D., P.E. 1717 INDIAN RIVER BLVD SUITE 201 VERO BEACH, FL 32960 (772)770-9622 SURVEYOR HAYHUSRST LAND SURVEYING, INC 445 9TH STREET SW, UNIT 7 VERO BEACH, FL 32962 (772)5696680 SITE ADDRESS PARCEL ID#'S F.I.R.M. 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NYLOPLAST IN LINE DRAIN WITH 8" STANDARD GRATE TOP = 10.60' NAVD SW INV = 9.38' NAVD 40 LF OF 3" SPEE-DEE DRAIN D-3 TOP = 11.97' NAVD CONNECT THROUGH BOTTOM MAX 10'-0" OC 46 LF OF 3" SPEE-DEE DRAIN D-4 TOP = 11.97' NAVD CONNECT THROUGH BOTTOM MAX 10'-0" OC 25 LF OF 3" SPEE-DEE DRAIN D-5 TOP = 11.97' NAVD CONNECT THROUGH BOTTOM MAX 10'-0" OC LANDSCAPE MATERIAL SCHEDULE SYMBOL QTY BOTANICAL NAME COMMON NAME OTHER + + + 14,840 SF Paspalum vaginatum SEASHORE PASPALUM SOD IEel :IIIilkLos :1:0 FIXTURE MANUFACTURER FIXTURE LAMP TYPE & MOUNTING TYPE LOCATION OF STRUCTURE LABEL FIXTURE TYPE & CATALOG NO. QUANTITY WATTAGE & HEIGHT FIXTURE LEVEL O RECESSED CEILING BEACHSIDE LIGHTING 4 2W LED AMBER RECESSED CEILING LANDWARD PORCH A DOWN LIGHT L-016 RECESSED ±12.5' ABOVE FINISH GRADE �ZB WALL SCONCE BEACHSIDE LIGHTING 6 2W LED AMBER WALL MOUNT (4) LANDWARD (2) GARAGE DOWN LIGHT E1-2W-A-SP MAX 8'-0" ABOVE FLOOR (2) BEACHSIDE (2) POOL DECK (2) LOWER LEVEL REAR PATIO �L C POOL LIGHT POOL LUMINAIRE 2 3W LED AMBER UNDERW ATER BELOW WATER POOL LS333ANS-LED �D STEP LIGHT INTRIGUE LIGHTING 6 3W AMBER LED WALL/STEP MOUNT 18" LANDWARD STAIRS SG-R-1 LED-HDL-AML ABOVE FIN. GRADE MAX MAY NEED FIELD ADJUSTMENT & ADDITIONAL SHIELDING DocuSigned by: OF O L' N I� O Q \ N U) Z w O U o U, W Ld �w o_ Z O LA w g rn F- CNJ N UI m N O O Q cn Q W Q O O U O w � _ z Ow } U ~ O �w K -0, , U F �n~aQzwo,¢a~3 Z0=>D=Owzozw 0 0g w F oa�xzwwwZ3N� wo==wo,� 7wKd �wa33w�N3 w WDa oo' b Z J �o U 04 v7 co Q c 0) J ti c W O ) LL u) 00 O U� Z Q - WoWJ O m Q Zc;0 Q O LU Z 0 > cc N Oi o� Lo LI Lw (n N Z O "ti =0 J X Z < J Li_ M~ Lu W� 0� Q O J 2 Z N ti a'sLu v H J O O a C� Z_ � W U) W � Q Z O P4 O � w o a � O Q O 0 U Lv O a- O Of 0- ❑ JOSEPH W. SCHULKE FL REG. NO. 47048 ❑ JODAH B. BITTLE FL. REG. NO. 57396 >[]WILLIAM P. STODDARD FL REG. NO. 57605 DATE: 12/11/2020 SHEET C2 PROJECT NO. 18-172 DocuSigned by: OF7A57CA9D3345A... DocuSign Envelope ID: C618662A-C794-43AC-969A-A5EA5B752DDC O 00 N w O) W O \CL Z O) (D OZN 00 O �LLI Om 00LLJ n �afz Oa) w I Z 64.70' SEAWARDMOST LIMIT OF J NON -HABITABLE MAJOR STRUCTURE � GARAGE/STORAGE EXISTING GRADE TEMPORARY_ 0.00' NAVD EXCAVATION MAX BOTT OF POOL SHELL 6.07' NAVD 201.54' SEAWARDMOST LIMIT OF MINOR STRUCTURE 126.56' SEAWARDMOST LIMIT OF NON -HABITABLE MAJOR STRUCTURE SWIMMING POOL I TOP OF EXISTING RESIDENCE 3 STORY FRAME LOWER FLOOR=12.30 NAVD FIRST FLOOR-77.88 NAVD SECOND FLOOR-23.88 NAVD w 0000 Z I, 0 J w JO N Q a Z N Qj 0 Z zoo O 0 U wm Iw wg �o V)wa owz Q ao O) I Q v O U *BREAKING WAVE CREST PROPOSED 15.82' NAVD GRADE ---- --- _ EXISTING GRADE PILES SHOWN ARE FOR INFORMATIONAL *BREAKING WAVE CREST ELEVATION DETERMINED BY 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 ENVIRONMENTAL PROTECTION, DATED OCTOBER 1999 R-MONUMENT 001 CONVERSION FROM NGVD TO NAVD -1.48 FT AA BREAKING WAVE CREST ELEVATION 17.90 NGVD = 16.42 NAVD EAST -WEST SECTION 3 SCALE 1 `20' LEGEND FILL SEAWARD OF C.C.C.L. EXCAVATION SEAWARD OF C.C.C.L. w Z O J W H Q N v c� DocuSigned by: rn ~ o U N W 1-1(n r m (n O N � � W C9 U i ti 0 0 0 U Q) O w� w o s zwN>U Do Iwwa 00 Om3�U U O Q UwwQ�=OZZwO� Z O w O 0 U m H > = p F Q U ows=ww�wZ3w� wo==wwdl=C�wKa U J J J O O n U z N z0 O 0 0 Q 0 w O n O ry n V z co U � M i N Q O r) O7 Q ry O Z O m J LL 00 -0 = O �coU� Z o Q - W o LLI J O m Q Z Oz 0 LLJ LU O > N ,- O-) O Qf O Z O = LL] O ('5 U) CV O X CD () 00 LL. W ry Q U > CJ j �(d rn Q O Z CV LLI H v Z 0 U W V) cn V) 0 ry U J LL_ U Lj — U = w n O ry z O LL_ 0 ❑ JOSEPH W. SCHULKE FL. REG. NO. 47048 ❑ JODAH B. BITTLE FL. REG. NO. 57396 >[]WILUAM P. STODDARD FL. REG. NO. 57605 DATE: 12/11/2020 SHEET C3 JI PROJECT N0. 18-172 E 0 ZF7A57CA9D3345A... DocuSign Envelope ID: C618662A-C794-43AC-969A-A5EA5B752DDC \ \ \ \ North \ \ GRAPHIC SCALE \ 10 0 5 10 20 40 \ ( IN FEET) \ 1 inch = 10 ft. \ \ 4' PLASTIC \ FENCE 96 \ \ 9P 0 9 V SHELL STONE DRIVEWAY ` EXOTICS ♦ ♦ 99 ♦00 � jo NF a 0 9 9P 9 9 \ 9� 10.00- 9 9� 11.00 TOW 20.30 COL EQUI 11.50 12.14 00 GARAGE FLOOR VARIES 11.67 TO 12.14 NAVD 9� I STORAGE 12.30 NAVD I 20.30 o \ SHELL STONE DRIVEWAY o O \ p g1 \ 9� \ 11.70 \ \ \ 91 \ \ COASTAL CONSTRUCTION CONTROL LINE 9p pp /-(1987) RECORDED ON 9/15/1988 IN \ / PLAT BOOK 26, PAGE 26 \ ♦ ♦ TOW 20.30 211. JO' O ` \ WARN \ \ \ \ N LEGEND FILL SEAWARD OF C.C.C.L. EXCAVATION SEAWARD OF C.C.C.L. 9V ` ga ` O o 0 0 EXCAVATION AND FILL QUANTITIES TEMPORARY EXCAVATION SEAWARD OF C.C.C.L................ 72 C.Y. TOTAL FILL SEAWARD OF EXISTING RESIDENCE ................ 100 C.Y. TOTAL FILL LANDWARD OF EXISTING RESIDENCE .............. + 1.454 C.Y. TOTAL FILL SEAWARD OF C.C.C.L............................ 1,554 C.Y. NET FILL SEAWARD OF C.C.C.L............................ 1,482 C.Y. NO NET EXCAVATION SEAWARD OF CCCL THESE QUANTITIES ARE APPROXIMATE ONLY, NOT FOR BIDDING PURPOSES, THESE QUANTITIES DO NOT INCLUDE ANY ADJUSTMENT FACTORS FOR COMPACTING AND LOSES 20.30 D 9 0 10 C- EXISTING RESIDENCE 3 STORY FRAME LOWER FLOOR=12.30 NAVD FIRST FLOOR-17.88 NAVD SECOND FLOOR-23.88 NAVD 12� 12.50 r7.W3 EQUIP 12.70 20.30 12.50 C - �u o \ Q � a � N \ V) H Z W \ O U \ O U, 0_ W \ d N Z O LA W \ g T J J u- O N r UI 0] (n O O o-LAJ II N W \ Q Q W Q ti O O Q U O ' w w o = w w a 00 O m 3 ow w O ti d J aw.vi �� COASTAL I���mokV z0�w OOwo mI STRAND a= � I I �a�=wwwwz3N� �C7wKd \ wo==w wa 1 \ \ I U o0 \ \ J CO � U N U) WOOD WALK CC 1 1 .85 Q C) PAVERS �I II Q Q W O \ C J Z LL ) 00 11.97 CD � U c W W II Q o J 0 00 Q I LOWER FLOOR I O o O W PAAI OVE AT K I \ II Z z w SECOND FLOOR I �/1 �J J o 06 rn Zoo \ J \ I \ TOW w Z 0 I 1 17.32 �\ LuoX Zvm< \\ L4 � 17.38 A W � "'- N 19 O7 J Qo FIRST � \ I FLOOR I Z N PATIO I ( , \ W 17.38 O 1 \ O � O \ O ri \ o \ 17.38 COASTAL CONSTRUCTION CONTROL LINE \ Q J (1 81) RECORDED ON 12/12/1978 IN- PLAT BOOK 19, PAGE 08 0 Q 17.38 \ J Q \ \Ld U LL \ w TOW 17.32 EXOTICS O 1 2.00 O C� Z CENTERLINE OF SWALE - - COASTAL W U - T�^� - STRAND 'Z � W N Q 12.00DID af ZO O � W o a o Q o o � W U) O a Of ❑ 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 )]WILUAM P. STODDARD FL REG. NO. 57605 DocuSigned by: DATE: 12/11/202 SHEET +: ,� C 4 t�Alic'.ct t .. PROJECT NO. 18-172 +.l�.�h S�'10A6�r� E OF7A57CA9D3345A...