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Home My WebLink AboutREVISION 9-17-153 \1I N 1157207. 76 E . 880333 .4 7 %j FN;D NAIL & D K nc PSM # 49 1: A 1 ' U. E. v 1J-Z, 0=7 r� 0 v�,A..o A o �0�..1� 1 'U.E.� 0� 0 n 1157129 040 880360.011 FND NAIL & DISK SNP:, # 4971 n r v -)3 c 1 ti 01 U1 0 1 I i FND NAIL & DISK Z Z U XI ZIZ ¢I DI wZ :Iw 2 c) I0 aow m < m :2w mill w1 1�1u� I0) w w BI C wl0 i711a7 w I 0�I IL QIW �1 WICL 010 ROOF PEAK. _ ELEV - 52.58' navd OI __ - _. ola zzOF :5 - - I - - - I alp v� n FLOOR 2 d nd FLOOR T.O.B. ELEV = 45.00' navd F.F. E - 3 00 --navd...1 _. -_w r - _ . I I _ - 1 I I IAlk - I I 1st FLOOR F.F. ELEV T.O.B. ELEV 33.33' navd = 22.00' navd I I I I _ L_.:.1_ I I I I i I I minimum LHSM ELEV = 16.50' navd I Garage Finish Floor 11.0 a I I I I III Tiel Paver Rand E M Elevation 1.21 navd ��- I I I I I I I I I I I I o Estimated PILING DEPTH -15.00 navd refer to structural plans for details m C ° I I I Longitudinal Building Section A -A' I I I n Scale: 1" = 20' GENERAL NOTES 1.) A 4'-0" HIGH, TEMPORARY CONSTRUCTION FENCE SHALL BE PLACED ENTIRELY ACROSS OCEANSIDE EDGE OF THE CONSTRUCTION SITE AS SHOWN IN PLAN. 2.) THE CONSTRUCTION FENCE SHALL BE MAINTAINED THROUGHOUT THE CONSTRUCTION PERIOD. 3.) AREAS OUTSIDE OF THE CONSTRUCTION FENCE SHALL REMAIN UNDISTURBED (EXCEPT THE REMOVAL OF EXOTIC PEPPERS AND AUSTRALIAN PINES). 4.) THE EXTERIOR LIGHTING SHALL BE IN ACCORDANCE WITH THE APPROVED SEA TURTLE PROTECTION PLAN. 5.) ALL FILL BROUGHT TO THE SITE SHALL BE OF SIMILAR GRAIN SIZE AND COLOR TO THAT WHICH NATURALLY EXISTS AT THE SITE. 6.) FILL SHALL BE BROUGHT IN IN LIFTS NOT EXCEEDING 2.0 FEET AND SHALL BE COMPACTED BY MECHANICAL MEANS TO ACHIEVE 98% MAX, DRY DENSITY. 7.) ALL CONSTRUCTION AND DESIGN SHALL BE IN COMPLIANCE WITH F.D.E.P COASTAL PERMIT, ST LUCIE COUNTY CODES & ORDINANCES, AND THE FBC 2010. AVACAN T�( X i E - 11.0 \-8-6� DRIVEWAY oa Garage El. (below). saw -cut �V� 11.00 N. A. V. D. concrete � 9. 31.3 9.8 8.4 PROPOSED RESIDENCE FND 5/8' IRC PSM # 4971 X N EG SCA��N CONSERVATION EASEMENT PROPOSED RELOCATED BEACH ACCESS EASEMENT w/ 5' DUNE WALKOVER �Izi P° /deck drainage', shall be �di e under slab ale discharge2�� to side swales G� 7 Finish Floor El. J 00 :22.00N. A. V.D. 00 0 105 _ .w ,G NSTRUCTI N 1 Na�� 7 E +.E V05\ X� 1 n OPC \ 0' 10, 20' 40' _ 60' 8 - elevated - _,�� 0 �• �1, ` 'G 3� •`� �- ` •' �\ 5�\ -�\ 0' PATIO �'7 ^ Graphic Scale 2p 0 21 50 navd r�< -. _ 1 05 6.5 - J11.0 d LT EPGRAPE TR _ EE "V` S 89°20'49" W � ' too HEA H A � V A EASENd Pao___ 423.16'M 403.2TP / ' ms �� s �� MEAN HIGH WATER LINE _-- C0 r LOCATED MAY 08 2015, 8:OOAM CN _ ', 1\\V ' . w 23 L'E 1157129.6 l 7 �e Mb N HIGH WATER s vE� - ELEVATION 0.50 (NAND OF 1988) LINE- PER PLAT"880502.97 FND 5/8 IRC .. o I I , s 11 PSM # 4971 `1 '`'17 ,I �' �I It li x' 1o'f/ N � SEASONAL IuH WATER LINE �I � I X rl "� E ELEV. 5.39`2N` AVD OF 1988. � zocK A a ; /.� t � ZERO ELEVATION LINE 1 COASTAL CONSTRUC ION CONTROL LINE COASTAL CONSTRUCTION CONTROL �' - � 1 r3? 12 ,:I `I °1 N.A.V.D. ti , LOCATED MAY 08, 015 10: OOAM VACAN WES �RLY Mos CCCL BOOK 26, 26A - 261 LINE per PLAT OOK 19, PAGE 8, DUNE GRASS ! ( ° N RECORDED SEPTEMBE 15, 1988 a �'.,�� PUBLIC RECORDS ST. LUCIE COUNTY 1 �. RECORDED DECEM ER 12, 1978 EASTERLY MOST DUNE GRASS tL s Site Plan with Drainage o 0 0 � d 'O Scale: 1" 20' jF- wl In �I wlln 1 zl� ?1� al ZIP to 01z 0lo Xlo to 010 j I 1 of o of o Iz I� �lU0 HIt �I� olo �I �I0 I� olw 0l0 31z Jn 91z to ZILLI e QI .051 °'I; IN QI> -Ilw xl° 31 x10 IN XIS Ljj wl� wlo I� WIC QIQ =1� �I =1� Li IV) wlw v o �Ic� wlw glw I.. `v Ii 0 o o1o l <ooIx 3: 0) Flo la I f n l5 01 �I> 010 NI° (n1m I>x I al a `q'�IQ I la -T ' -. _- -. _..--- -- - - --- -._. -- --- --- ..._...� ...._.... ._ .__. _.. .__ .__ . 01 ___. _- -- ..---.._ -- --- ... gl� to I rvt inlz i olz x z o, � Mi Av r distance between to aII _........... _._. --- ._... ..__ __. _._ I _. _._ -..._ _..__ .... � � ._ ._r _._ w . Q1 r �I U -I._...._l- -- _........__..._..... ............ ..._ -__. __ _._ ...._ ....._ __.._.._ __ __ _._ __ _._ - I__ __ __ _._ ._ _-_ __...__ _ _ ..._ _. __.... ._ ..__ __. _rw. ._. _..... __ __ _.L .__.._.....__. 1..._ . s _.._ .._ PROPOSED BUILDING HEIGHT ® I I IP I I I I I I N 0) PLANT NATIVE VEGETATION __ _....._ .... _.. _........... __...._.. __ .�_ ._ _.. _ ._._ .._ .._. _- -_ _- ._ __ ._. _._ _..._ .__ _...."_. _._ ___ _ .__ __ ..._ . _......._- -- _ -.._ ._ .. .._.._._. _� "........ L. ._ .___ ..._ .. __ -_. _._ .... _ . _................. ...... _._ ._._ ..... __.. _ _ _....... F. F: ELEV._=._ 22:00' navd Poo N(SEA OATS as needed t = 50 navd _ " .- ......_ _.... .....- ................ _.... ._ _._ ..__. _._ -._ ___ _. _ I_ ._ ....._ __. _. _._ .. -__ ._. _.._ .._ __ - -- ..._. _ .._ -- _-_ _ Garage Finish Floor 11.0 navd FDEP SCOUT ZONE (ELEV 1.21' navd) Building Height Analysis c cedtual fling lay t I piling depth per structural plans Scale 1 " = 20 2" X 6" TOP 10'-0" O.C. 2" X 5" TOP 2" X 6" TOP EDGE WOOD TREATED WITH 0.60 LBS/ C.F. OF C.C.A. I I RAIL 2" x 6" 2" x 4" TOE RAIL n WOOD TREATED 60 LBS DECKING / WITH 0.60 LBS/ C.F. OF C.C.A. WOOD STRINGERS TREATED WITH 0.60 LBS/ 5/8" STAINLESS STEEL PROPERTY OF THE ENGINEER. WHETHER THE PROJECT FOR WHICH THEY DSK ARE MADE IS EXECUTED OR NOT. COPY OR USE FOR PMP OTHER PROJECTS IS DSK PERMITTED ONLY BY WRITTEN CONTRACT WITH AS NOTED THE ENGINEER UNAUTHORIZED USE WILL PURSUANT DATE BY E.ATE 09/17/2015 eo THE MARK REVISION COPYRIGHT '•• NUTS COUNTERSUNK 2" x 10" WOOD BENTS TREATED WITH 0.60 6" DIAMETER WOOD PILES TREATED IN ACCORDANCE WITH A.W.P.A. STANDARD C-18. PILES TO EXTEND A MINIMUM 3 FT EMBEDMENT PENETRATION DEPTH (TYP.). ADDITIONAL EBEDMENT DEPTH MAY BE REQUIRED FOR BEARING DEPENDING ON SOIL CONDITIONS. DUNE WALKOVER - SECTION Scale: N.T.S. KNIGHTS WGUIRE & ASSOCIATES, INC. CONSULTING ENGINEERS AND PLANNERS VE o c 80 ROYAL PALM POINTE, SUITE 401 VERO BEACH, FL 32960 PHONE: (772) 569-5505 FAX: (772) 569-1455 E-MAIL: Civil@KnightMcGuire.com CERTIFICATE OF AUTHORIZATION NUMBER - 00006335 �n v� .ti N L�QT 5 BLOCK A =X TING BEACH ACCESS (T 77� C 7 DT 1 j .A MENT TO BE 1` V til�ril' 2EL CATED To LOT 5 6 >ROP RTY LINE T72 -- 2" DUNE WALKOVER - ELEVATION Scale: N.T.S. QUEENS ISLAND - LOT 5 SINGLE FAMILY RESIDENCE ST. LUCIE COUNTY, FL. X 6" TOP EDGE 2 2" X4" CENTER RAIL LEGEND TREATED WITH 0.60 LBS/ C.F. OF C.C.A. 11.3 PROPOSED ELEVATIONS (NAVD 88 DATUM) 2" x 4" TOE RAIL " x 6" DECKING + EXISTING ELEVATIONS (NAVD 88 DATUM) GAPS NO GRATER THAN 1/2" PER 2012 ACCESSIBILITY CODE 302. �/w► DRAINAGE FLOW ARROW 5/8" STAINLESS STEEL RODS WASHERS AND CO NUTS COUNTERSUNK FRANGIBLE, PERVIOUS BRICK PAVERS OR FRANGIBLE CONCRETE, SAW CUT ®5' O.C.) " WOOD REATED 1717 `^A PROPOSED FILL 0 LBS/ C.C.A 6" DIAMETER WOOD PILES TREATED IN ACCORDANCE WITH A.W.P.A. STANDARD C-18. PILES TO EXTEND A MINIMUM 3 FT EMBEDMENT PENETRATION DEPTH (TYP.). ADDITIONAL EBEDMENT DEPTH MAY BE REQUIRED FOR BEARING DEPENDING ON SOIL CONDITIONS. SITE PLAN Building Sections FDEP SCOUR ZONE CONTOUR &ELEVATION 11.0 .a- DRAIN & PIPE } } SECTION LINE -x-x CONSTRUCTION FENCING DATE: DATE: PROJECT NO. r-- i" E(�17 201 - 14-048 y� 1 SHEET Scott B. McGuire, P.E. David S. Knight, P.E. l of i FL Rea No. 39573 Fl. Rea No. 41060 6" DIAMETER WOOD PILES TREATED IN ACCORDANCE WITH A.W.P.A. STANDARD C-18. PILES TO EXTEND A MINIMUM 3 FT EMBEDMENT PENETRATION DEPTH (TYP.). ADDITIONAL EBEDMENT DEPTH MAY BE REQUIRED FOR BEARING DEPENDING ON SOIL CONDITIONS. SITE PLAN Building Sections FDEP SCOUR ZONE CONTOUR &ELEVATION 11.0 .a- DRAIN & PIPE } } SECTION LINE -x-x CONSTRUCTION FENCING DATE: DATE: PROJECT NO. r-- i" E(�17 201 - 14-048 y� 1 SHEET Scott B. McGuire, P.E. David S. Knight, P.E. l of i FL Rea No. 39573 Fl. Rea No. 41060