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HomeMy WebLinkAboutBOUNDARY SURVEYBOUNDARY SURVEY F.)-i.A REQUCIZEMEtti•T'S DTST. SEPTIC TO HOUSE-��-�~�' ±8.0' SEPTIC TO WEST PROP. LINE ±t 6,9' SEPTIC TO NORTH PROP, LINE ±t 6.9' PR.M. @ P.I. ISABELLA FOUND P-K lSC COURT "..a,.. 9R FOUND 5/8" ': •�: '' ±62i01ASPHALT:" ` IRON R . 1 D@ GUL-DE-SAC '• ' P.R.M. P I F=. NOMi �•, ��• ',•�•J'•��,:�•-,•` Ili • P FOUND 5/8 .lit+�••: �•• ; ': ; ;� SET 1/2" IRONROD ,_ _ IRONROD NO I.D. C-2 a LB #7893 'vz � SEPTIC�•I.. I "r . m c�c : " & . ,� U. ' t �r) `) l Existing wood seawall and pilings to remain r PC PLAT � f LIMITS NOT FOUND OR SET - FALLS IN WATER 4 LOCK BUILDING #124 CKENEDr. LOSURE CURVE DATA: S -11 R= 6.f3(F; C=124.91', A=143°0r52" YV C 2- R=50.00, L=58.24 ; 4=66°44'20" C-3 - R=50.00, L=66,48, A=78"2826" `gQ C-4 - R=40.00, L=62,83; d=90000'00" (?, POOL (d�p�LS Existing concrete slab J S . N(ATER SURVEYNOTES area to be removed PROPERTYSOPPL1E© BYCITY WATER. C-¢ CONCRETE DRIVE CROSSING LOT BOUNDARY ON NORTHERLY SIDE OF LOT. THERE ARE FENCES NEAR THE BOUNDARY OF THE PROPERTY. E.O.F. = END OFFENCE Existing wood access pier and wood dock to be removed and replaced; existing wood pilings to remain Na sa,s F•y� SURVEYORS CERTIFICATE 1 HEREBY CERTIFY THAT THIS BOUNDARY SURVEY a IS A TRUE AND CORRECT REPRESENTATION OF A SURVEY PREPARED UNDER MY DIRECTION. NOTVALID WIiHOUTAN AUTHENTICATED ELECTRONIC STATE of a ?' �,•� SIGNATURE AND AUTHENTICATED ELECTRONIC SEAL, OR A RAISED EMBOSSED SEAL AND SIGNATURE. Kenneth ,Digitally signed by k L=neth Osbome (SIGNED) — Osborne r`2017.06.07 17:01:15 -" KENNETH J OSBORNE PROFESSIONAL SURVEYOR AND MAPPER MS41S (N p �,%aQ69 A • c, ��® s z 11 C y' 9i C m as -� r t7� C o --i Q A• � amv, m n oZ-ucz_ 1 � O Ea r v 0 m 0 .� -� Z Irr- i C� '�+ _W C> n Q � r� _o � ED -� Z 29 _O v M = x m ME DATE NOTES/SMSMNS SEAWALL & DOCK FOR: DOCILE RESIDENCE rn 124 QUEEN ISABELLA COURT FORT PIERCE, FL C7 L: ISTING CONDITIQI irk ram- I 52, PREPARED FOR: B & M MARINE CONSTRUCTION, INC. 3500 S.W. 14TH. STREET DEERFlELD BEACH, FL 33442 10 #7893 SERVING FLOF 6250 N. MILITARY TRAIL, SU WEST PALM BEACH, FL 3 PHONE (561) 640.480 STATEWIDE PHONE '(80D) 2 STATEWIDE FACSIMILE (800) WEBSITE IritpJRargetsUlvel 9 T 1`4 E T ri I 102 ra en BOUNDARY SURVEY QUEEN:::: '•;;�F` FOUND P K ISABELLA .:, % NAluD�' r• FHA RFrQUiREMEti`TS CUL-DE-SAC DrsT. SEPTIC TO Hdt1SE+—��•���� +$.0' SEPTIC TO WEST PROP. LINE ±169' SEPTtG TO NORTH PROP, LINE +_16.9'@P.1 •� COURT •.•-•n @ R P. "•:• SFl 1 FOUND 5/8" � "• �•"- �' '• /2" IRONROD ' " � �' '' `.• IRON ROD NO I.D. G2 LB #7893 � rs9� A �'r� n•a Va lRONA P.R.M. NO l.D. SEPTIC—t. ( � �Nm m � ,��6 ,Q. '�,�'►' �� 41Y o ,•� � A;"Jj BUILDING p #124 w �= Existing wood seawall g ' and pilings to remain LOT K BLOCK 1 157.3' +/- of 5' x 14" pour -in -place concrete seawall wall •SCREENED ; `'"• ENCLOSURE • �! 157.3' +/- of 24" aluminum �. sheeting and concrete footer— Turbidity curtains in place while new, sheet pilings and footer are installed Wood T-shaped dock (530sf) replaced in same footprint on existing wood pilings cS ? ¢ �� iW �� N4 8415 y`� frr tm• SURVEYORS CERTIFICATE •�o, �� I HEREBY CERTIFY THAT 7H13 BOUNDARY SURVEY e� IS A TRUEAND CORRECT REPRESENTATION OF A SURVEY PREPARED UNDER MY DIRECTION. NOTVALID WITHOUTAN AUTHENTICATED ELECTRONIC STATE OF SIGNATURE AND AUTHENTICATED ELECTRONIC SEAL, OR A RAISED EMBOSSED SEAL AND SIGNATURE Kenneth ; Digitally signed b! Kenneth Osborne �.n��:z°17A6.°' (SIGNED) Osborne, :,� 17:01:15 -04'00 KENNETH J OSBORNE' PROFESSIONAL SURVEYOR AND MAPPER M6415 (N I ) J PROPOSED CONDITIONS / LB #7893 III � SERVING FLORIDA 6250 N. MILITARY TRAIL, SU, 102 WEST PALM BEACH, FL 37 PHONE (561) 640480„ STATIIAfIDE PHONE (8DO) 2�6-4807 STATEWIDE FACSIMILE (80O) �, 41-0576 i WEBSITE: tritpJAargetsulveYm9.net nAN rroTMA�Eingaas SEAWALL &DOCK FOR: PREPARED •FOR: si DOOLE RESIDENCE II —0 124 QUEEN ISABELLA COURT B & M MARINE N FORT PIERCE, FL CONSTRUCTION, INC. 3500 S.W. 14TH. STREET � DEERFIELD BEACH, FL 33442 f� as4_491 _»nn rccng9aon i Q[ Existing wood retaining wall 157.3 of 5,x 14\ and wood pilings to remain +/- pour -in -place o concrete seawall wall ro- 157.3' +/- of 24" aluminum 0 m CD sheeting and concrete Tooter \ Wood T-shaped dock (530so replaced in same footprint on existing wood pilings till y0 5ro' SITE PLAN S C A L E: 1 ' = 20'-0" 6. cb (y- General Notes: 1. New steel sheet pilings to have a minimum 6" penetration into the new cap forms. 2. Existing dock pilings to be min. 10" dia. CCA treated wood pilings. 3. Al reinforcing steel shall be grade 60, with a minimum 3" clearance. 4. Concrete to be min. 4000 psi ® 28 days. 5. All steel sheet pilings to be driven 30" into strata. If hard strata is encountered, a 2' minimum penetration is required. 6. All framing materials to be pressure treated, Southern Yellow Pine, Grade 2 or better, min. fb = 975 PSI or better. 7. All hardware to be galvanized or stainless steel. 8. Approved contractor to verify all dimensions. The approved contractor is responsible for all methods, means, sequences and procedures of work. 9. Any deviation &/or substitution from the approved plans herein shall be submitted to the Engineer for approval prior to commencement of work. 10. Elevations shown are based on the North American Vertical Datum of 1988. 11. Design in accordance with 2017 6th Edition of the Florida Building Code. U c 0-4 � C' 4-e w Z LLJ zQ W J L W U O �mr a. z 0 a GCI U re)o a AS SP w MLW -2.50' NAVD Elev. _ +5.0' NAV Width of new wall 16" at top to cover existing_ 7 -New Rings and plan mg; Wood piling and planking 4T wetface to be cut approx. 12" below top of concrete + 5, 4j icy 14" wetface to wetface 157.3' +/- of 5' x 14" pour -in -place concrete seawall wall 0 157.3' +/- of 24" aluminum ``' sheeting and concrete footer SEAWALL DETAIL "A" SCALE: 3/8" = V-0" DOCK NOTE IDENTIFICATION: Existing grad Existing concrete slab to be removed long °d #5 � welded bar ov a and hookedonto�'3 etin tle po q Existing tie rods and Existing wall stee/ d deadman to remain wetface Existing wood retaining wall and wood pilings to remain "AWL3" aluminum sheeting 1. Existing 10" dia. wood pilings. 2. 2" x 8" ledger to cap with 5/8" wedge anchors + @ 36" o.c, min. 4" embedment 3. 4" x 4" hanger to cap with (1) 5/8" wedge anchor, min. 4" embedment 4. 2" x 8" substringer with (1) 5/8" thru bolt or lag bolt @ pilings and hangers 5. (2) 2" x 8" stringers @ pilings with (1) 5/8" thru bolt or lag bolt to pilings 6. 2" x 8" stringers w/ (2) 16d nails to each substringer; @ 16"o.c. for azek deckboards or 24"o.c.. for pressure treated wood deckboards or 5/4" IPE deckboards 7. 2" x 6" decking with (2) #8 x 3" deck screws per stringer 8. 2" x 8" fascia board 9. 2" x 4" wood trim _G •� cr-- ��, 0%c S S � ,,•�• il 10" G" 10" Top of existing wood Existing concrete slab 3/4" chamfer, typ. pilings and planking to be removed New Existing tie rods and deadman to remain (6) #5 bars continuous with #5 "Z" bars hooked into concrete footer @ 12" o.c. 14" wetface to wetface andlong d hood to exi-, overlappl 3„ tYP ked into wallg st d r ee/ (4) #5 bars continuous 4-1 with #3 stirrups @ 12" o.c.� nI Existing wetface 3" typ. Existing berm to remain Existing wood retaining wall and wood pilings to remain "AWL3" aluminum sheeting Ez STEEL DETAIL "A" SCALE: 3/4" = V-0" U o N N �LO z Z w J U �O� � E- o� mo OfLLI O Of a.. WU�orn U Wg �Z LL 4665-v ow:WW - A'wn�- CY 0 0: o-° Z I"'" AS NOTED DTL-1 I L0 MHW +0.06' MLW -2.50' NAVD loop 14 J) 29 Elev. _ +5.0' NAV Width of new wall 16" at top to cover 7 New-- xisting-planking; Wood-planking-to-be- wetface cut approx. 12" below top of concrete • . �• '� •. Q, i ' 5, 14" wetface to wetface 157.3'+/- of Vx 14" pour -in -place — concrete seawall wall -- — — --r Existing berm to remain 0 157.3' +/- of 24" aluminum sheeting and concrete footer SEAWALL DETAIL "B" SCALE: 3/8" = V-0" to be removed Existing grade to remain- 4 /on9 °ond gilded to bar Ver h°oked lnto�St�n9 tiep�rn9 Existing tie rods and Existing woll Stee °d deadman to remain wetface / "AWLS" aluminum sheeting _ DOCK NOTE IDENTIFICATION: 1. Existing 10" dia. wood pilings. 2. 2" x 8" ledger to cap with 5/8" wedge anchors @ 36" o.c, min. 4" embedment 3. 4" x 4" hanger to cap with (1) 5/8" wedge anchor, min. 4" embedment') 4. 2" x 8" substringer with (1) 5/8" thru bolt or lag bolt @ pilings and hangers 5. (2) 2" x 8" stringers @ pilings with (1) 5/8" thru bolt or lag bolt to pilings 6. 2" x 8" stringers w/ (2) 16d nails to each substringer; @ 16"o.c. for azek deckboards or 24"o.c.. for pressure treated wood deckboards or 5/4" IPE deckboards 7. 2" x 6" decking with (2) #8 x 3" deck screws per stringer 8. 2" x 8" fascia board 9. 2" x 4" wood trim I LO J 10" 14" 2" 3/4" chamfer, typ.----_ New (6) #5 bars continuous with #5 "Z" bars hooked into--,,,:,, concrete footer @ 12" o.c. 14" wetface to wetface 3" typ. (4) #5 bars continuous with #3 stirrups @ 12" o.c.7 3" typ. Existing berm to remain 0 n W ,j a _ O u-1 E o J F_.• SS Scc LJ n or Fi _Top of existing Existing concrete slab wood planking to be removed G Existing tie rods and deadman to remain 4' long ganddelded to ar over/q h°Oked lnto�swng tip od Steel Existing wetface "AWLS" aluminum sheeting STEEL DETAIL "B" SCALE: 3/4" = T-0" u o N P-1 04 N L0 zzW'o, o� Q0 LL. �_MrM E-4 o i W� �o a ���orn X n U Wg Z m J U. ouaiui oWWW FWD oo� WIt aNLL I` AS NOTED DTL-2 per owners selection Elev. = +5.0' NA MHW +0.06' NAVD MLW -2.50' NAVD Existing berm to remainl PIER DETAIL SCALE: 3/8" = V-0" 5to 8' wide 7 4 (one on each side of pilings where width exceeds 5') DOCK NOTE IDENTIFICATION: 1. Existing 10" dia. wood pilings. 2. 2" x 8" ledger to cap with 5/8" wedge anchors @ 36" o.c, min. 4" embedment 3. 4" x 4" hanger to cap with (1) 5/8" wedge anchor, min. 4" embedment 4. 2" x 8" substringer with (1) 5/8" thru bolt or lag bolt @ pilings and hangers 5. (2) 2" x 8" stringers @ pilings with (1) 5/8" thru bolt or lag bolt to pilings 6. 2" x 8" stringers w/ (2) 16d nails to each substringer; @ 16"o.c. for azek deckboards or 24"o:c.. for pressure treated wood deckboards or 5/4" RE deckboards 7. 2" x 6" decking with (2) #8 x 3" deck screws per stringer 8. 2" x 8" fascia board 9. 2" x 4" wood trim 0 U Wg �Q You; cWW� �Wjd od e ¢o y Q � o — AS NOTED DTL-3