Loading...
Seminole Road 800 skatepark+6 -ALL BERM AREAS ARE TO BE SODDED (TYP.) e, ' ' s c +4 ^— d °• a e•. .I WO • +4 SECTION 77c" SCALE:1 /4"=1'-0" ALL BERM AREAS ARE TO BE SODDED (TYP.) SECTION "D" SCALE:1 /4"e1'--0" +6 M +4 1 GRADING AND SECTION LOCATION PLA SCALE: 1:20 •�� i r'�i � iii i w ° Q • •e O M 4 STEEL LIP e' e • I ._I ire •i ,� Il�il / 11 '� A-004 12 A-0( BERM - STEPS \\ RAMP �ft- SCALE:1:20 I �1 SMP BOWL 8 ,-,ALL BERM AREAS ARE TO BE SODDED (TYP.) 0 a �P ALL BERM AREAS ARE TO BE SODDED (TYP.) +4 4 I f ' 0 ALL BERM AREAS ARE TO BE SODDED (TYP.) 4 4 M ROTARY SKATEPARK ATLANTIC BEACH, FLORA CLIENT 7 City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 ARCHITECT VIA Concepts, LLC 241 Atlantic Blvd., Suite #5 Neptune Beach, FL 32266 FL LLC NO. L02000002952 ENGINEERS McVeigh and Mangum Engineering Inc. 9250 Cypress Green Drive, Suite 202 Jacksonville, FL 32256 "'7SPECIAL CONSULTANTS Skatepark Ws Beau Crum Mike Peterson Todd Johnson I NO. REVISION/ISSUE DATE CONSTRUCTION DOCUMENTS SECTIONS, GRADING AND DETAIL LOCATION PLANS KEY PLAN 00030515 PROJ. NO. ASV DWN BY AS SHOWN SCALE 08-26-04 DATE A-003 EXPANSION 8" CMU BLOCK JOINT SIDEWALKCONCRETE SURFACE SLOPE a .4jc 4Q REINFORCEMENT AS REQUIRED PER STRUCTURAL 8 SEE FOR STRUCTURAL DETAIL S004 jrAM1101 3'•0" 14-% 4 """ NELDED TO ID FRAME ABRIC NOTE: CITY OF ATLANTIC BEACH WILL PROVIDE ALL SIGNAGE TO THE SKATE PARK. 3" CLEAR TYP 21/2" DIA STEEL PIPE WITH 112" DIA. STUD ANCHORS AT 8" O.C. SET FLUSH WITH TOP OF LIP. ANCHOR TO CONCRETE REINFORCING AT 12" O.C. BEND .� AS NECESSARY NG LATCH W/ EACHd 1ONINDEPENDENT n A G d . c A 4 Id d �. d Q A a a a' Q Ad d d. 4 a a 1/2" LIP d I e Q d #5 CONTINUOUS 4 #39 AT 12"O.C. EACH WAY • Q d . C. SLAB `. IELOW TYP. d ` 3" CLEAR daa d CONCRETE SURFACE SMOOTH d TROWEL FINISH d A` d d 4` �w. 1 • YD SEE S005 FOR STRUCTURAL DETAIL I - GROUT TYPICAL • �. TEPA GAT" DETAIL 2 LIP SECTION A-005 SCALE:3/4"=1'-0" SKATEBOARD RAIL - 2112" DIA. STEEL PIPE, FULL WELD AND GRIND SMOOTH RAMP BEYOND WALL BEYOND 21/2"x2 Ir1418" STEEL ANGLE WITH ANCHOR STUD @ 8" O.C. 4.d #5 CONTINUOUS a 4 a #3 12" OA, E.W. WITH MIN. OF 2" CLEAR \ ' MIN. 2" CLEAR BELOW POSTS 4 CORE DRILL AND INT GROUT, TYP, SEE DET. 0 A�005 PROVIDE CROSS SLOPE ON STAIR TREADS FOR DRAINAGE TOWARD HALFPIPE SEE 1 FOR STRUCTURAL DETAIL S004 9 STAIR DETAIL. A-005 SCALE:N.T.S. 4 4 4 -- 1 77 ' ROUNDED EDGE NOTE: CONSTRUCTION SIMILAR TO OTHER RAMPS DETAILED ON THIS SHEET ,III ,0 ROUNDED EDGE I I I .• "iz\ CURVED RAMP SECTION A-005 SCALE:N.i.S. . =;- . mac_ I • Z EXPANSION J01 SEE DET. 10/A-005 A-005 SCALE:1 "=1'-0" �` --- ROUNDED EDGE �� a� 6 BOWL RAMP SECTION A-005 SCALE:1 /2"=1'-0" 5'-0" ih %-0r— 41 d Q d 4 Z g =11 I==1 I I I I III I III I I I 111 -III �� �► . I_, II III �� II III. II ��� I Ill 111 III s� CURVED RAMP SECTION a-oos scniE:H..s. PER PLAN i�illlii.iTl III -III II!-=1i�1 WELDED PIPE ELS 5 SEE FOR STRUCTURAL DETAIL 8002 FULL WELD Aim+RIND SMOOTH 21)2" DI STAINLESS STEEL TUBING, +' CORE DRILL AND GROUT POSTS INTO CONC, SLAB USING NON -SHRINK GROUT ,• , , : ,• r _ . _! III III III I III III III III=- z =1 I! I I III=1 I I III III I I III IIIEEI I-! I I=1 I III III III' ! I ... I ! I•-1 I .. ! I !=1 I ! .. •III . °III .. I-! 11-1 I I ..III •-1 I 1=i I I ...III --1 I I--1 I l: THICKEN CONCRETE AROUND SUPPORT POSTS, TYP OF 1 �RAIL SECTION A-0057- -005 SCALE: 1 12" HIGH POUR -IN-PLACE CONCRETE KNEE WALL BEYOND. -III III III7 III ,III III MF -SII III III 01 S RAMP SECTION A-005 SCALE: 1/2"=1'— NOTE: ALL CONCRETE SURFACES SHALL BE FINISHED WITH A SMOOTH METAL TROWEL I I I I I i REINFORCEMENT AS REQUIRED' PER STRUCTURAL SEE 5FOR STRUCTURAL DETAIL S002 ROUNDED EDGE III -SII IIS a. ROUNDED EDGE ---� 11 I _ 1T� CURVED RAMP SECTION -II A-005 SCALE:N.T.S. I — 1/4"x 11/2" DEEP SAWN JOINT, FILL WITH SEALANT CONCRETE SURFACE d t� d 4 e KI d Q 4" �n d d 4%•' SAW -CUT ),- CONTROL JOINT A-0SCALE:3"=1'-0" EXPANSION io JOINT A-005 1E:3'=1'-0" OCEANSIDE ROTARY SKATEPARK ATLANTIC MACIt FLONWA CLIENT 7m City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 ARCHITECT VIA Concepts, LLC 241 Atlantic Blvd., Suite #5 Neptune Beach, FL 32266 FL LLC NO. L02000002952 �7ENGINEERS McVeigh and Mangum Engineering Inc. 9250 Cypress Green Drive, Suite 202 Jacksonville, FL 32256 SPECIAL CONSULTANTS Skatepank Consultants Beau Crum Mike Peterson Todd Johnson N0, REVISION/ISSUE DATE SEALANT, COLOR TO CONSTRUCTION MATCH PAVING BACKER ROD DOCUMENTS FIBER BOARD DETAILS ENSURE BOND BREAK KEY PLAN 00030515 ASV AS SHOWN 08-26-04 PROJ. N0. DWN BY SCALE DATE I. • RAMP TRANSITION E C14 . v 1—#4 CONT. T&B E.S. OF JOINT /—#4x3'-0" DOWELS ACROSS " KEYED JOINT. SP. TO MATCH & LAP WITH SLAB REINF. TYP. SLAB REINF, SEE PLAN T SLAB d SEE PLAN 4. d. O° . Al ©I - M ff-I KEYEDTYP TOE CONN wZ CONSTRUCTION- `• .. DETAIL rT*� OO 1—#4 CONT. EXP JOINT, TYP TOP 1'-0" RAMP TRANSITION SLAB REINF, N SEE PLAN �n T SLAB e SEE PLAN a ° a d. e_4 lit - =I 111=III I f 1' SMOOTH STEEL 11=III—III='-SLAB REINF, SEE PLAN DOWEL, SEE 12/S004. 1'-0" 6" 2-#4 CONT BOTTOM; #3024" TRANSV TYP TOE CONN w/__ EXP. JOINT DETAIL r5 SCALE: 3/,t"=1'-0" S003 1'-6" 1-#4 CONT. T&B E.S. OF JOINT #4x3'-0" DOWELS ACROSS RAMP TRANSITION 6" KEYED JOINT. SP. TO MATCH & LAP WITH SLAB Cr REINF. TYP. SLAB REINF, v SLAB REINF, SEE PLAN SEE PLAN 11'//SLAB • SEE PLAN a . 4'A. t0 f 4 ' 1�I I �_.: d•a. — 1=1 Lf i =1 I El 11=1 I E, IE I IIS I. 6" 6" 6" 6" TYP TOP CONN Wf KEYED CONSTRUCON JOINT DETAIL r2 SCALE: 3/4"=1'-O* �O3 EXP JOINT, TYP SLAB REINF, 8" RAMP TRANSITION SEE PLAN CONCRETE LIP e d �.• ° ., d 4 a e d - SLAB REINF, —I I 1=III={TI=Ila=l _ SEE PLAN III -==1 11=1 i =9w =II=I ° II d G 41F, d..d .. .i I I—III I I—III— I I—I •: .° d. 8"x16" CON C. �_I (— GRADE BM. REINF. 2-#4 T&B, #3 TIES 016 TYP8"_WIDE _CONCRETE LIP DETAIL r6 SCALE: 11/2"=10-0" S003 in 8 - 8 1(' WALL +6.50 #508" CTRD. VERT. d #4012" HORIZ. EXP JOINT, TYP 2x12xCONT. KEYED CONST. - - - - CONC. JOINT. APPLY TWO-PART CONCRETE ILI � SMOOTH STEEL v SLAB REINF, EPDXY BONDING AGENT PRIOR TO TRANSITION CONCRETE UP a f DOWEL SEE SEE PLAN PLACEMENT SMOOTH 0 A STEEL N 12/S004. 0 12" f 4 e . - - -4: G YI DOWEL, SEE 12/SO04.It —_— — 4 //I AT/SLAB ' 3" CLR. ®SIDES ° .d SEE PLAN �. 4 V " EXP in :' • _ ! RADIAL "e4 SLAB REINFas , - • -- — -- SEE PLAN f Q d 11-a�=1 I i qd d -- -- 4f d - -_ - 4 _ 4 _IIII1,�,111„illl 111,--IIII111111111111,1111 I—IIID 18"x12" CONC. M a- L� I- GRADE BM. REINF.3-#4 T&B, #3 TIES 0 16" TYP CONCRETE LIP DETAIL SCALE: V/2 "=1'-0" S003 SLAB REINF, " SEE PLAN 6 T SLAB OIL +1.00 (D d CONSTRUCTION JOINT. SEE DETAIL ROUGHENED 1 /S003. CONST. JOINT. 1-#4 CONT. T&B E.S. OF JOINT EXP JOINT 1' 0" RAMP TRANSITION RAMP TRANSITION 6" #4x3'-0" DOWELS ACROSS SLAB REINF,-1-#4 CONT. KEYED JOINT. SP. TO SEE PLAN TO MATCH & LAP WITH SLAB S Ns REINF. TYP. LAB REINF, SEE PLAN r T SLAB T SLAB ?aSEE PLAN SEE PLAN : ° f 4 \<. a ° 1'-8" SLAB REINF, ADD 1-#4 CONT. SEE PLAN BOTTOM t TYP FLAT BANK TOP CONN w/ KEYED CONSTRUCTION JOINT DETAIL 3 SCALE: 3/4"=1'-0"` 5003 RAMP TRANSITION 8" EXP JOINT, TYPSLAB REINF, CONCRETE SEE PLAN LIP d s AT/SLAB W4 SEE PLAN • e a SLAB REINF, SEE PLAN .a 4 STORM PIPE, E.J. SLAB REINF, SEE PLUMBING SEE PLAN T SLAB DRAWINGS +3.00 I DRILL & SET #3 DWLS IN EPDXY PASTE. SP. TO MATCH SLAB REINF. a• 4-#5 CONT. T&B; #5016 TRANSV. T&B 1-#4 CONT. T/FTG ._8" SECTI-ON/DETAIL n SCALE: 3/4 1110=if-on \S0031 I 3" CLR. TYP. �-8"x16" CONC. (TI 1 ` GRADE BM. REINF. 2—#4 T&B, #3 TIES 0 16" TRANSITION 8" WIDE CONCRETE LIP DETAIL r7 SCALE: 11/2 "=1'-0" S003 2-#4 HORIZ. METAL FRAME AROUND &GRATE, SEE INLET, TYP 4/SO05. SLAB REINF, -J\ SLOPE TO DRAIN SEE PLAN / (1 X MIN, TYP) �� i •d e it II— 1�- I—fl I— I I I S I Il— e • — x.11 a � cn W (� I I=1 I I I I I JCn 3 ti _• a o LL lll= =LII— —1 I II • I I a.Ll ° IBJ,= _ 4 _ I I 111— #4 0 12" OC SEE CTRD., EW, TYP 6" 6" PLUMBING 6` 6" DWGS NOTE: DRAIN GRATE MUST SIT FLUSH w/ TOP OF CONC. DRAINAGE INLET DETAIL SCALE: 3/4 "=1'-0" .003 2-#4 CONT BOTTOM; #3024" TRANSV DETAIL SCALE:3�4 w=1 I \— SMOOTH STEEL it -0" 6" DOWEL, SEE 12/SO04. S003 T EXP JOINT, TYP SLAB REINF, SEE PLAN SLAB CONC. 1'-6" v N f ILI SEE PLAN e • REINF. II t0 a f w/8-#4 d Af 4 ° Q. �. ._8" SECTI-ON/DETAIL n SCALE: 3/4 1110=if-on \S0031 I 3" CLR. TYP. �-8"x16" CONC. (TI 1 ` GRADE BM. REINF. 2—#4 T&B, #3 TIES 0 16" TRANSITION 8" WIDE CONCRETE LIP DETAIL r7 SCALE: 11/2 "=1'-0" S003 2-#4 HORIZ. METAL FRAME AROUND &GRATE, SEE INLET, TYP 4/SO05. SLAB REINF, -J\ SLOPE TO DRAIN SEE PLAN / (1 X MIN, TYP) �� i •d e it II— 1�- I—fl I— I I I S I Il— e • — x.11 a � cn W (� I I=1 I I I I I JCn 3 ti _• a o LL lll= =LII— —1 I II • I I a.Ll ° IBJ,= _ 4 _ I I 111— #4 0 12" OC SEE CTRD., EW, TYP 6" 6" PLUMBING 6` 6" DWGS NOTE: DRAIN GRATE MUST SIT FLUSH w/ TOP OF CONC. DRAINAGE INLET DETAIL SCALE: 3/4 "=1'-0" .003 2-#4 CONT BOTTOM; #3024" TRANSV DETAIL SCALE:3�4 w=1 I \— SMOOTH STEEL it -0" 6" DOWEL, SEE 12/SO04. S003 T EXP JOINT, TYP SLAB REINF, SEE PLAN SLAB CONC. 1'-6" v N f RAMP TRANSITION STEEL PIPE COPING. SEE 1/SO05 FOR ANCHORAGE SEE PLAN e • REINF. II t0 a f w/8-#4 d Af 4 ° Q. �. SMOOTH 0 A STEEL v 4 - q 0 12" f 4 e . - - -4: G YI DOWEL, SEE 12/SO04.It —_— — 4 f : a. a .e .4 . 4 . 3" CLR. ®SIDES a V " EXP :' • _ 1.4 d_Ot a 6 SLAB REINF, • = ° d f ' JOINT �- T SLAB do SEE PLAN -y--,-_ z _ ' I— 111-1 — <. =1 I I=1 I I- - . U j T I I i li 1 i 11 1 I I i—i i I-1 I I a• e _ a: —1 1 I – a • -•• 9 f t0 — . f f ° -° M 18"x12" C GRADE BM. C.I REINF. I� — a . d . ' I 3—#4 T&B, #3 =1 TIES ® 16" DETAIL ',r8 SCALE: 11/2 "=1'— " SO( PROVIDE 3*0 FORMED WEEPHOLES AT 12'-0" O.C. MAX. SECTION/DETA " I 6" `•-1-#4 CONT. T&B E.S. OF JOINT IL 12 S003 ENGINEERING•INC 9250 Cypress Green Dr., Suite 202 Jacksonville, Florida 32256 Ph: (904) 737-0701 Fax: (904) 636-6770 EB 6330 email: mailQMWeighMangum.com of Record: A. Joshua Evans License No.: 57435 OCEANSIDEE] ROTARY SKATEPARK MR= BEACH, FLMA CLIENT qty of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 VIA Concepts, LLC 241 Atlantic Blvd., Suite #5 Neptune Beach, FL 32266 FL. LLC N0. L.02000002si:i2 ENGINEERS McVeigh and Mangum Engineering Inc. 9250 Cypress Green Drive, Suite 202 Jacksonville, FL 32256 SPECIAL CWSULUNTS Skatepark Consultants Beau Crum Mke Peterson Todd Johnson NO. I REVISION/ISSUE I DATE CONSTRUCTION DOCUMENTS DETAILS 00030515 Al AS SfiDrW 41-30-04 ROJ. NO. DviM BY SCALE ._DATE S-003 CONT CONC. BLOCK REINF. 1 a. 0 w/8-#4 BARS; SQUARE PIPE v #3 TIES 0 12" COPING, SEE N 0 O.C. 2/SO05. 3" CLR. ®SIDES �j V " EXP :' • _ & BOTT. • = ° d f ' JOINT �- T SLAB -y--,-_ .---.: : SEE PLAN – a • -•• 9 f t0 . f f ° -° PROVIDE 3*0 FORMED WEEPHOLES AT 12'-0" O.C. MAX. SECTION/DETA " I 6" `•-1-#4 CONT. T&B E.S. OF JOINT IL 12 S003 ENGINEERING•INC 9250 Cypress Green Dr., Suite 202 Jacksonville, Florida 32256 Ph: (904) 737-0701 Fax: (904) 636-6770 EB 6330 email: mailQMWeighMangum.com of Record: A. Joshua Evans License No.: 57435 OCEANSIDEE] ROTARY SKATEPARK MR= BEACH, FLMA CLIENT qty of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 VIA Concepts, LLC 241 Atlantic Blvd., Suite #5 Neptune Beach, FL 32266 FL. LLC N0. L.02000002si:i2 ENGINEERS McVeigh and Mangum Engineering Inc. 9250 Cypress Green Drive, Suite 202 Jacksonville, FL 32256 SPECIAL CWSULUNTS Skatepark Consultants Beau Crum Mke Peterson Todd Johnson NO. I REVISION/ISSUE I DATE CONSTRUCTION DOCUMENTS DETAILS 00030515 Al AS SfiDrW 41-30-04 ROJ. NO. DviM BY SCALE ._DATE S-003 7'—r," 00 ..i ° ----------- --------- 2-#4 CONT. » BOTTOM; 1,_0" 1'-0„ 2-#4 CONT. #3024 TRANSV BOTTOM; •E.J. #3024" TRANSV SEE ARCH FOR SLOPE ACROSS STAIR TREADS. SECTION r7 WALL BEYOND SCALE: 3/4"=1'-0" 5004 T WALL +7.50 8" T WALL +6.50 #508" CTRD. a VERT. #4012" HORIZ. °LSLAB REINF, E.J. SEE PLAN T SLAB a= _ SEE PLAN E.J. SLAB REINF, SEE PLAN6. T SLAB 4-#5 CONT. T&B; SEE d a #5016 TRANS. T&B PLAN 00 8" T/FTG a ° SEE PL, s-- - � 0 3'-0" 3" CLR. SECTION ITP r47 SCALE: 3/4"=1'-0" S004 T SLAB SEE PLAN x 0 I 1-#4 CONT T&B. wZ W J SLOPE TO DRAIN o_ _(1% MIN, TYP) a III 1=11 i— MIR SLAB REINF, SEE PLAN SECTION 1!2� SCALE: 3/4"=1'-0" S004 " T WALL +7.50 1'—Wo T WALL +7.50 STEP IN WALL 1-#4 CONT. TOP TWLL +5.50 E.J. SLAB REINIF, SEE PLAN T SLAB +4.00 f1 SMOOTH STEEL SEE DETAIL 12 SHT. #508" CTRD. O.C. MAX. E.J. SLAB REINF, T WALL _ +4.50 SEE PLAN VERT. ob T SLAB ° _ +4.00 00 �- KEYE CONST. JOINT. a #508" CTRD. CONT. T&B; /f4-#5 #5016 #4012" HORIZ. ATLANTIC BEACH, FLEA PLANTER FILL #4012" H ORI Z. CLIENT 4 a - E. J. SLAB REINF, Clty of Atlantic Beach E.J. a - 800 Seminole Road SEE PLAN SLAB ----j 0.00 = — ARCHITECT ot T SLAB 4-#5 CONT. T&B; #5016 TRANS. T&B VIA Concepts, LLC T FTG +4.00 241 Atlantic Blvd., Suite #5 E.J. Neptune Beach, FIL 32266 a FL LLC N0. L02000WM2 T SLAB 77 a L KEYED CONST. ENGINEERS TYP. JOINT KEYS CONST. 0.00 9250 Cypress Green Drive, Suite 202 _ Jacksonville, Ft 32256 ° JOINT. TYP. ¢ 5-#5 CONT. T&B; #5016 TRANS. T&B 8 " T FTG -1.00 4 4 3" CLR. TYP. 4'-o" SECTION LE SCALE: 3/4 "=1'-0" S004 NOTE: ALL HOOKS ARE STANDARD ACI HOOKS. TYPICAL CONCRETE REINFORCING AT CORNERS & INTERSECTIONS OF FOOTINGS DETAIL 10 SCALE: NTS kZLO4 0/ T WALL +7.50 1-#4 CONT. TOP E.J. SLAB REINF, SEE PLAN T SLAB +4.00 r co t w SMOOTH STEEL— DOWEL, SEE DETAIL 12 THIS SHT. DOWEL, THIS WALL FTG BEYOND 8" TALL _ +5.50 #4(M2" HORIZ. #508" CTRD. . VERT. ME T/FTG'. SEE '-3" WALL BEYOND I WALL r,3 L SEE ARCH. a S005 2-#4 CONT. BOTTOM #3024" �� 4 NOSING 4 ` TRANSV M BAR, TYP. (o .A 1 #4 CONT. • T P #4012 E.W.SLAB REINF, STAIR REINF. ° 4 E•J• -SEE PLAN . d - ------------------------------------------- 1 ------------------- a. 1 —0 1 2—#4 CONT. I BOTTOM; . --------------------------------------------=--------j #3024" TRANSV SECTION r2 SCALE: 3/4"=1'-0" SO04 PROVIDE 3"0 FORMED WEEPHOLES AT 12'-0" O.C. MAX. E.J. SLAB REINF, T WALL _ +4.50 SEE PLAN ROTARY ob T SLAB ° _ +4.00 00 �- KEYE CONST. JOINT. TYP. #508" CTRD. CONT. T&B; /f4-#5 #5016 TRANS. T&B PLAN 0 v a 41 3" CLR. TYP. 3'-0" S CTION /1006 SCALE: 3/4 "=1'-0" 5004 //r OR MASONRY WALL ROUND —PI E OR PROVIDE PI EASL EVE. A (TYP.) SLOPE TOP SURFACE TO DRAIN T 0 1 PERIMETER FENCE NOTE: PROVIDE 8x8 KNOCK OUTS IN THE THE BOTTOM COURSE AT 12'-0" OC MAX FOR DRAINAGE. 8" CMU BEYOND SEE SECTION 8" SOLID GROUTED 7/SO04 MASONRY REINF. w/ 414 CTRD 0 32" 0 C SECTION 3 SCALE: 3/4"=1v-0" SO04 PERIMETER FENCE NOTE: PROVIDE FORMED BLOCKOUTS FOR FENCE POSTS. GROUT SOLID AFTER POST INSTALLATION. TYP. I I E.J. 1-#4 CONT. 1-#4 CONT. TOP SIDEWALK, SEE TOP _ SLOPE TO DRAIN CIVIL DWGS. SLOPE TO DRAIN I I (1% MIN, TYP) T SLAB ob (1% MIN, TYP) --=-- —.- SEE PLAN ---_— —_ I I a 0 r r-� 00 2-#4 CONT. SLAB REINF, BOTT( #3024" TRANSV' 1'-0" to) _jSEE PLAN U SECTION 7 SCALE: 3/4"=1'-0" 5004 '/2" PREMOULDED EXP '/S "x1'/ " SAWCUT JOINT INSTALLED JOINT MAT'L w/'/z "tbxl'-6" 2 STAINLESS STEEL OR MMFX I 2 • 00 \ __ 2-#4 CONT. SLAB REINF, BOTTOM., " SEE PLAN #3024" TRANSV 1 -0 ih J SEOTION /07 SCALE: 3/4 "=1'-0" 7SO04 BETWEEN 4 &12 HOURS AFTER PLAIN BAR DOWEL 0 MID -PROVIDE JOINT CONCRETE PLACEMENT. PROVIDE DEPTH OF SLAB. SPACE SEALANT AS REQ'D JOINT SEALANT, FLUSH WITH 0 48" O.C. MAX. BY ARCH. SURFACE AS REQUIRED BY SPECIFICATIONS. C JOINT, '/2" PRE -MOULDED VERTICAL WALL U I SEE PLAN PROVIDE JEX.OINT IN SEALANT SURFACEMN BEAM C14 I AS REQUIRED BY ARCH. T SLAB It I E PLAN a 4 w Z ar ° 4. W� • 4a i • • a • 4 41. ..� T/FTG T FTG a .4 A. SEE PLAN SEE PLAN ° w NO PIPE TO BE PLACED IN THIS HEIGHT 01 PLACE CONCRETE FILL BEFORE CONT. WALL FOOTING INSTALLATION. CONCRETE FILL SHALL BE THE SAME WIDTH AS FOOTING & FULL WIDTH OF PIPE TRENCH TYPICAL PIPE PENETRATION AT FOUNDATION DETAIL ri"***N , SCALE: NTS S004 .0/ 1--1151114 I I I=1 ! 1=1 I I I=1 I! —1=1 11=1 a° 11= 11=1 I I—I1= —I 11—! I I • I-1 11=1 11=1 I I—I 11= I --GREASE THIS ENDS =1 11=1 11=1 of DOWEL, 1 TYPi —� 11—► �►-1 i t-1 � o—i i 1=1 11,-1 11-1 11=1 I i=1 I I-1 I I!i 11-1 11—''' CRACK CONTROL JOINT EXPANSION JO NT EXPANSION JOINT AT WALL SLAB JOINT NOTES: (CCJ) (EJ) (EJ) 1. USE CONSTRUCTION JOINT (CJ INSTEAD 2. PROVIDE EXPANSION J01 TS (EJ) WHERE 3. PROVIDE THICKENED SLAB ONLY OF CRACK CONTROL JOINT (C J) WHEREVER SLAB ON GRADE ABUTS WALLS OR WHERE REQ'D BY SECTIONS & CONSTRUCTION IS STOPPED OR WHERE OTHER VERTICAL SURFA ES, AND DETAILS; 4" OR 6" SLAB CALL DOR FOR O DETAILPLAN SN. SEE SHEET WHERE CALLED FOR ON PLAN. (UON) S003TYPICAL SLAB JOINT DETAILS McVEIGH&MANGUM DETAIL t*"l 2 ENGINEERING•INC SCALE: 1'/2 „=1 9 -0 „ 9250 Cypress Green Dr., Suite 202 5004 Jacksonville, Florida 32256 Ph: (904) 737-0701 Fax: (904) 636-6770 EB 6330 email: mail@McVeighMangum.com Eng. of Record: A. Joshua Evans License No.: 57435 SPECIAL CONSULTANTS Skatepark Consultants Beau Crum Mike Peterson Todd Johnson NO. I REVISION/ISSUE I DATE CONSTRUCTION DOCUMENTS DETAILS 0=151 AS o 07-30-04 ROJ. N0. Wo BY SCALE CRATE S-004 OCEANSIDE 8" TYP T WALL _ +4.50 ��— ROTARY jK T ILL 00 SKATEPARK \ \/� #508" CTRD. \\/•• VERT. ,; ATLANTIC BEACH, FLEA PLANTER FILL #4012" H ORI Z. CLIENT ° Clty of Atlantic Beach E.J. a - 800 Seminole Road Atlantic Beach, FL 32233 SLAB ----j 0.00 = — ARCHITECT 4-#5 CONT. T&B; #5016 TRANS. T&B VIA Concepts, LLC T FTG a 241 Atlantic Blvd., Suite #5 —1.00 Neptune Beach, FIL 32266 FL LLC N0. L02000WM2 3" CLR. 77 a L KEYED CONST. ENGINEERS TYP. JOINT McVeigh and Mangum Engineering Inc. 3'-0" 9250 Cypress Green Drive, Suite 202 Jacksonville, Ft 32256 SECTION 3 SCALE: 3/4"=1v-0" SO04 PERIMETER FENCE NOTE: PROVIDE FORMED BLOCKOUTS FOR FENCE POSTS. GROUT SOLID AFTER POST INSTALLATION. TYP. I I E.J. 1-#4 CONT. 1-#4 CONT. TOP SIDEWALK, SEE TOP _ SLOPE TO DRAIN CIVIL DWGS. SLOPE TO DRAIN I I (1% MIN, TYP) T SLAB ob (1% MIN, TYP) --=-- —.- SEE PLAN ---_— —_ I I a 0 r r-� 00 2-#4 CONT. SLAB REINF, BOTT( #3024" TRANSV' 1'-0" to) _jSEE PLAN U SECTION 7 SCALE: 3/4"=1'-0" 5004 '/2" PREMOULDED EXP '/S "x1'/ " SAWCUT JOINT INSTALLED JOINT MAT'L w/'/z "tbxl'-6" 2 STAINLESS STEEL OR MMFX I 2 • 00 \ __ 2-#4 CONT. SLAB REINF, BOTTOM., " SEE PLAN #3024" TRANSV 1 -0 ih J SEOTION /07 SCALE: 3/4 "=1'-0" 7SO04 BETWEEN 4 &12 HOURS AFTER PLAIN BAR DOWEL 0 MID -PROVIDE JOINT CONCRETE PLACEMENT. PROVIDE DEPTH OF SLAB. SPACE SEALANT AS REQ'D JOINT SEALANT, FLUSH WITH 0 48" O.C. MAX. BY ARCH. SURFACE AS REQUIRED BY SPECIFICATIONS. C JOINT, '/2" PRE -MOULDED VERTICAL WALL U I SEE PLAN PROVIDE JEX.OINT IN SEALANT SURFACEMN BEAM C14 I AS REQUIRED BY ARCH. T SLAB It I E PLAN a 4 w Z ar ° 4. W� • 4a i • • a • 4 41. ..� T/FTG T FTG a .4 A. SEE PLAN SEE PLAN ° w NO PIPE TO BE PLACED IN THIS HEIGHT 01 PLACE CONCRETE FILL BEFORE CONT. WALL FOOTING INSTALLATION. CONCRETE FILL SHALL BE THE SAME WIDTH AS FOOTING & FULL WIDTH OF PIPE TRENCH TYPICAL PIPE PENETRATION AT FOUNDATION DETAIL ri"***N , SCALE: NTS S004 .0/ 1--1151114 I I I=1 ! 1=1 I I I=1 I! —1=1 11=1 a° 11= 11=1 I I—I1= —I 11—! I I • I-1 11=1 11=1 I I—I 11= I --GREASE THIS ENDS =1 11=1 11=1 of DOWEL, 1 TYPi —� 11—► �►-1 i t-1 � o—i i 1=1 11,-1 11-1 11=1 I i=1 I I-1 I I!i 11-1 11—''' CRACK CONTROL JOINT EXPANSION JO NT EXPANSION JOINT AT WALL SLAB JOINT NOTES: (CCJ) (EJ) (EJ) 1. USE CONSTRUCTION JOINT (CJ INSTEAD 2. PROVIDE EXPANSION J01 TS (EJ) WHERE 3. PROVIDE THICKENED SLAB ONLY OF CRACK CONTROL JOINT (C J) WHEREVER SLAB ON GRADE ABUTS WALLS OR WHERE REQ'D BY SECTIONS & CONSTRUCTION IS STOPPED OR WHERE OTHER VERTICAL SURFA ES, AND DETAILS; 4" OR 6" SLAB CALL DOR FOR O DETAILPLAN SN. SEE SHEET WHERE CALLED FOR ON PLAN. (UON) S003TYPICAL SLAB JOINT DETAILS McVEIGH&MANGUM DETAIL t*"l 2 ENGINEERING•INC SCALE: 1'/2 „=1 9 -0 „ 9250 Cypress Green Dr., Suite 202 5004 Jacksonville, Florida 32256 Ph: (904) 737-0701 Fax: (904) 636-6770 EB 6330 email: mail@McVeighMangum.com Eng. of Record: A. Joshua Evans License No.: 57435 SPECIAL CONSULTANTS Skatepark Consultants Beau Crum Mike Peterson Todd Johnson NO. I REVISION/ISSUE I DATE CONSTRUCTION DOCUMENTS DETAILS 0=151 AS o 07-30-04 ROJ. N0. Wo BY SCALE CRATE S-004 2'/2"0 SCH 40 GALV. STEEL PIPE. RETURN ENDS INTO CONC (3" MIN) 0 90- w/ 3" RADIUS CSD BOTH ENDS. SEE PLAN FOR LOCATION. M T SLAB r SEE PLAN `)k TYP . 3" (MIN.) PIPE RETURN EE. ANCHOR PIPE COPING TO CONC. w/'/2 "0x0'-6" HEADED STUDS WELDED TO PIPE 0 12" OC 1. STEEL PIPE COPING SHALL PROTRUDE R SURFACE i,A SHOWN 2. STEEL ..- SHAL • BENT TO THE REQUIRED ..D PRIOR TO INSTALLATION. STEEL PIPE COPING DETAILFLUSH 0 GALVANIZEDSCALE: NTS • SQUARE COPING , i�i , a ANCHOR SQUARE COPING TO CONC. w/1/2"W'-6" HEADED STUDS WELDED TO PIPE 0 12" OC NOTE: 1. PROVIDE GALV. END P-1/4 EE. 2. SQUARE COPING SHALL BE FLUSH w/ CONCRETE SURFACES. SQUARE PIPE COPING DETAIL 2 SCALE: NTS S005 CONT. NOSING BAR.SEE FLUSH SECTION T/STAIR TREAD SEE ARCH. s a GALV. L2'/2 x2'/2 x% xCON T. ANCHORED TO CONC. w/ 1/2" OxO'-6" HEADED STUDS @ 6" O.C. STAIR NOSING ANGLE DETAIL 3 SCALE: NTS 5005 -EE BAR SIZE TOP REINF DOVETAIL PLAN 16" 12" OPNGS 21 ••-.- #5 26" 20" . .- :. •FRAME COMPRESSIVE STRENGTH------------------------------------------------------- fm= 1500 PSI STRUCTURAL STEEL (DESIGN PER AISC LFRD 3rd EDITION), UNLESS OTHERWISE NOTED ., . • EPDXY GROUT SH Vi ASTM 992, Fy=50 KSI 1/2"OxO'-4" HEADED ASTM A36, Fy-36 KSI HSS SQUARE do RECTANGULAR SHAPES .......... ASTM A500 GRADE B. Fy-46 KSI HSS ROUND SHAPES :................................... amOSOM STEEL PIPE----------------------------------------------- ASTM A53 GRADE B. Fy-35 KSI WELDING ELECTRODES: ................................. - AWS A5.1 OR A5.5 SERIES E70 HIGH—STRENGTH BOLTS- ---------------------------------- ---------------------- ASTM A325 ANCHOR BOLTS :...................................................... GRADE 36 ASTM F1554 ---------- ASTM A108 DEFORMEDBARS------------------------------------------------- --------.._..... ASTM A496 000M. 0 SHALLOW FOUNDATION DESIGN: DESIGN PER GEOTECHNICAL RECOMMENDATIONS, BY WOLF TECHNOLOGIES, INC. DATED JULY 28, 2004. REQUESTED IN WRITING. MAXIMUM ALLOWABLE SOL BEARING CAPACITY ------------ --------------------- - 2500 PSF BY THE ENGINEER. SHOP DRAWING SUBMITTALS SHALL ONLY BE CHECKED FOR CONFORMANCE WITH THE DESIGN CONCEPT AND THE NOTE: 1. TOP OF FRAME & GRATE SHALL BE SMOOTH w/ NO PROTRUSIONS. 2. FRAME & GRATE SHALL BE FLUSH w/TOP OF CONC. FRAME AND GRATE DETAIL rT SCALE: NTS S005 21/2"0 STAINLESS STEEL SKATERAIL, SEE ARCH. FOR GEOM. & CONST. W w V) T RAIL & PROVIDE FORMED ,FTG BLOCKOUTS FOR SKATERAIL POSTS. GROUT SOLID AFTER RAIL INSTALLATION. TYP. SLAB REINF. SEE PLAN 4 F�f �2-#4 CONT. ��1'_p" #3®24BOTTOM;TRANSV TYPICAL THICKENED SLAB AT SKATE RAIL DETAIL 5 SCA TS 5005 LAP LAP TOP REINF. AS REQ'D NOTES: 1. SEE PLAN FOR LOCATION. 2. SEE LAP SLICE SCHEDULE FOR MINIMUM REQUIRED SPLICE LENGTHS. TYPICAL STEP IN CONCRETE WALL FOOTING DETAIL 6 SC_ ALE�V TS 5005 STAINLESS STEEL EYEBOLT. DRILL & SET IN EPDXY ANCHOR SYSTEM. (31/2" MIN. EMBEDMENT) EYEBOLT CON N N ECTI ON DETAIL SC NTS 5005 MINIMUM SPLICE LENGTHS (UON) BAR SIZE TOP REINF ALL OTHER REINF #3 16" 12" #.4 21 16" #5 26" 20" NOTE: TOP REINF IS HORIZONTAL BARS WITH MORE THAN 12" DEPTH OF FRESH CONCRETE CAST BELOW THE BARS. CONCRETE REINFORCING LAP SPLICE SCHEDULE SCHEDULE 8 SC NTS S005 DESIGN CRITERIA CONCRETE (DESIGN PER ACI 318-99) CONTROL OR BE (28 DAY CONCRETE STRENGTH) PROCEDURES OR FOOTINGS--------------------------------------------------------------------- fc= 3000 PSI SLABON GRADE------------------------------------------------------------ fc= 4000 PSI ALL OTHER CONCRETE ----------------------------------------------------- fc- 4000 PSI ALL REINFORCING STEEL (LION) ----------------------------------------- ASTM A615 GRADE 60 CORROSION RESISTANT REINFORCING STEEL (MMFX) ------------ - ASTM A615 GRADE 75 ALL WELDED VIRE FABRIC............................................................. ASTM A185 CONCRETE MASONRY (DESIGN PER CURRENT EDITION ACI 530) COMPRESSIVE STRENGTH------------------------------------------------------- fm= 1500 PSI STRUCTURAL STEEL (DESIGN PER AISC LFRD 3rd EDITION), UNLESS OTHERWISE NOTED (LION) MATERIALS SHALL BE AS FOLLOWS: EPDXY GROUT SH W—SHAPES-------------------------------------------------------------- ASTM 992, Fy=50 KSI OTHER SHAPES do PLATES :........................................ ASTM A36, Fy-36 KSI HSS SQUARE do RECTANGULAR SHAPES .......... ASTM A500 GRADE B. Fy-46 KSI HSS ROUND SHAPES :................................... ASTM A500 GRADE B, Fy-42 KSI STEEL PIPE----------------------------------------------- ASTM A53 GRADE B. Fy-35 KSI WELDING ELECTRODES: ................................. - AWS A5.1 OR A5.5 SERIES E70 HIGH—STRENGTH BOLTS- ---------------------------------- ---------------------- ASTM A325 ANCHOR BOLTS :...................................................... GRADE 36 ASTM F1554 WELDEDSTUDS: ...................................................................... ASTM A108 DEFORMEDBARS------------------------------------------------- --------.._..... ASTM A496 PROTECTION- ----------------- ---- ------- ------- -------------------- HOT DIP GALVANIZE (UON) SHALLOW FOUNDATION DESIGN: DESIGN PER GEOTECHNICAL RECOMMENDATIONS, BY WOLF TECHNOLOGIES, INC. DATED JULY 28, 2004. REQUESTED IN WRITING. MAXIMUM ALLOWABLE SOL BEARING CAPACITY ------------ --------------------- - 2500 PSF CONCRETE UNLESS OTHERWISE NOTED (LION) ON THE DRAWINGS, MINIMUM COVER FOR REINFORCING SHALL BE AS FOLLOWS: FOOTINGS........................................................................................ 3 EXTERIORW.............................................................................11/s" SLABSON GRA_________________________________________________________________ 2" FROM TOP ALL REINFORCING SHALL BE HELD SECURELY IN POSITION WITH STANDARD ACCES— SORIES IN CONFORMANCE WITH CRSI MANUAL OF STANDARD PRACTICE AND ACI 315 DURING THE PLACING OF THE CONCRETE. UNLESS OTHERWISE NOTED, SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE AS FOLLOWS: WELDED VIRE FABRIC ------------------------------------------------- WARE SPACING PLUS 6" REINFORCING B S -----------------------------------------------SEE SCHEDULE THIS SHEET ALL HOOKS IN REI ORCING BARS SHALL BE AN ACI STANDARD HOOK, UNLESS OTHERWISE NOTED. DOWELS FROM FOU ATIONS OR SLABS TO WALLS SHALL MATCH WALL REINFORCING, UNLESS OTHERWISE NOTED. DOWELS SHALL BE PLACED BEFORE CONCRETE IS POURED. THEY SHALL NOT E E PUSHED INTO THE CONCRETE. PROVIDE 3/4" CHAIh FIER AT ALL EXPOSED CORNERS OF BEAMS, WALLS, ETC (LION). PROVIDE 1/2" PRE MOLDED EXPANSION JOINT MATERIAL WHERE SLAB ON GRADE IS POURED AROUND COLUMNS AND AGAINST GRADE BEAMS OR WALLS, UNLESS OTHERWISE SHOWN OR NOTED. ALL CONCRETE FOR SLABS SHALL HAVE A MAXIMUM WATER—TO—CEMENT RATIO OF 0.45. CONCRETE SHALL HE PROPORTIONED TO PRODUCE MATERIAL FOR ITS INTENDED USE WITH SPECIAL CONSIDERATION GIVEN TO AGGREGATE SIZE AND CEMENT CONTENT SO THAT CRACKING IS MINIMIZED. CONCRETE SLAB D SUBGRADE PREPARATION SHALL BE PERFORMED IN ACCORDANCE WITH THE RECOMM DATIONS STATED IN THE PROJECT GEOTECHNICAL REPORT. COMPACT SUBGRA TO 957x; MODIFIED PROCTOR MAXIMUM DRY DENSITY, MINIMUM. MCVEIGH & MAN M ENGINEERING INC OR ANY OF ITS EMPLOYEES SHALL NOT HAVE CONTROL OR BE SPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES OR QUENCES FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR, OR ANY OTHER PERS S PERFORMING THE WORK, OR FOR THE FAILURE OF ANY OF THEM TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. SEE ARCHITECTUR L, MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR EMBEDS, OPENINGS, SLEEVE ETC. NOT SHOWN ON THE STRUCTURAL DRAWINGS. EMBEDMENT FOR EXPANSION BOLTS SHALL BE 31/4" MINIMUM FOR 3/4"1b BOLTS IN CONCRETE, 51/4" 1 GROUTED MASONRY. HIL11 KWIK BOLT II OR EQUAL ALL BOLTS SHALL BE STAIN SS STEEL EPDXY GROUT SH BE POWER FAST CARTRIDGE SYSTEM BY RAWL., HY150 CARTRIDGE SYS BY HILTI: (HILTI RE500, IF HOLE IS CORED INSTEAD OF DRILLED) OR APPROVED E Al, LION. EMBEDMENT SHALL BE 12 BAR DIAMETER MINIMUM, LION. HOLES SHALL BE /4" LARGER THAN REINFORCING BAR SIZE & 1/a" LARGER THAN THREADED ROD SI HOLE SHALL BE BRUSHED OUT WITH BOTTLE BRUSH AND THEN BLOWN OUT WITH R USING A COMPRESSOR WITH A FUNCTIONAL OIL TRAP. INSTALLATION SH BE IN ACCORDANCE WITH MANUFACTURERS PRINTED INSTRUCTIONS. ANY ENGINEERING DESIGN PROVIDED BY OTHERS AND SUBMITTED FOR REVIEW SHALL BEAR THE SEAL AN ENGINEER REGISTERED IN THE STATE OF FLORIDA. GENERAL CONTRA TOR MUST REVIEW AND APPROVE SHOP DRAWINGS PRIOR TO SUBMITTAL TO ARCHITECT/EN NEER. SUBMITTALS WHICH DO NOT CONTAIN THE CONTRACTOR'S SHOP DRAWING S AMP OR HAVE BEEN MERELY "RUBBER STAMPED" SHALL BE RETURNED WITHOUT REVIEW. CHANGES TO THE CONTRACT DOCUMENTS SHALL BE CLOUDED ON SHOP DRAWINGS OR REQUESTED IN WRITING. THE CONTRACTOR IS UABLE FOR ANY DEVIATIONS UNLESS REVIEWED AND ACKNOWLEDGED BY THE ENGINEER. SHOP DRAWING SUBMITTALS SHALL ONLY BE CHECKED FOR CONFORMANCE WITH THE DESIGN CONCEPT AND THE INFORMATION SHOWN ON THE CONSTRUCTION DOCUMENTS. SIPECIFICATIONS CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF AG 301. "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS" (LATEST EDITION). EXCEPT AS MODIFIED BY THE CONTRACT DOCUMENTS. MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF "SPECIFICATIONS FOR MASONRY STRUCTURES — ACI 530.1/ASCE 6" (LATEST EDITION), EXCEPT AS MODIILIED BY THE CONTRACT DOCUMENTS. FOOTING AND SLAB SUBGRADE PREPARATION SHALL BE IN ACCORDANCE WITH RECOMMENDATIONS OF THE GEOTECHNICAL REPORT FOR THE PROJECT PREPARED BY WOLF EEITSL'AND ��C1 WITH APPLICABLEREMENOF GOVERNING AUTHORIS HAVING SDION THE CONTRACT SHALL EMPLOY A GEOTECHNICAL TESTING AND INSPECTION FIRM TO PERFORM SAMP G AND TESTING FOR QUALITY CONTROL AS PER THE RECOMMENDATIONS OF THE GEOTE NICAL REPORT FOR THIS PROJECT. THE CONTRACT SHALL EMPLOY A MATERIALS TESTING FIRM TO PERFORM SAMPLING AND TESTING OF CONCRETE FOR QUALITY CONTROL: 1. ASTM C1 "STANDARD TEST METHOD FOR SLUMP OF PORTLAND CEMENT CONCRETE": A SEPARATE TEST SHALL BE CONDUCTED FOR EACH TRUCKLOAD OF CONCFI!ETE 2. ASTM C31) STANDARD TEST METHOD FOR COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS": A SEPARATE TEST SHALL BE CONDUCTED FOR EACH CLASS OFCONCRETE PLACED PER DAY. REQUIRED CYCUNDER(S) QUANTITIES AND TEST AGE ARE: (1) AT 3 DAYS, (1) AT 7 DAYS, AND (2) AT 28 DAYS. McVEIGH&MANGUM ENGINEERING -INC 9250 Cypress Green Dr., Suite 202 Jacksonville, Florida 32256 Ph: (904) 737-0701 Fax: (904) 636-6770 EB 6330 email: mail@McVeighMangum.com Eng. of Record: A. Joshua Evans License No.: 57435 OCEANS -IDE ROTARY SKATEPARK ATLANTIC BEACH, ROMA City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 ARCHITECT VIA Concepts, LLC 241 Atlantic Blvd., Suite #5 Neptune Beach, FL 32266 FL LLC NM L02000002M ENGINEERS McVeigh and Mangum Engineering Inc. 9250 Cypress Green Drive, Suite 202 Jacksonville, FL 32256 SPECIAL CONSULTANTS Skatepark Consultants Beau Crum Mike Peterson Todd Johnson NO. I REVISION/ISSUE DATE CONSTRUCTION DOCUMENTS NOTES 00030615 PROJ. N0. Al DWN BY AS SM SCALE 07-30-04 DATE S-005 EXISTING LIGHT POLE GATE 10" �8- 6r 5'-3" "X" BAFFLE CHAIN LINK FENCE Sol' Al 3/4" CW UP I INTO PLANTER (IRRIGATION DI 12" SDR -35 PVC DRAIN PIPE ELEVATED "Y" BAFFLE BY TFN�/sc\ 00�s 18"X18" METAL I SET FLUSH WITH STRUCTURAL PL AND REINFORCES l BERM ♦�'? 2 CONCRETE OUTFALL DETAIL PLUMBING SITE PLAN _001j NOT TO SCALEp—nn1 SCALE: 1/8' = INIJERT ELEVATION AT DRAIN PIIS TO BE APPROXIMATELY 8.(w ABOVE MEAN SEA LEVEL ATING TE; SEE GFIATINI AILS i P,�NG B�,pW rjjk 014 EXISTING TREES TO REMAIN �CHAIIWNK______ FENCE INVERT ELEVATION AT OUTFALL TO BE 7.50' ABOVE MEAN SEA LEVEL; SEE NOTE BELOW U -TYPE CONCRETE ENDWALL WITH BAFFLES; SEE DETAIL 2 —001 M EXISTING DITCH NIS APPROXIMATELY 7.0' ABOVE MEAN SEA LEVEL; CONTRACTOR TO VERIFY PRIOR TO CONSTRUCTION AND ADJUST OUTFALL INVERT AS REQUIRED. 1 0 EXISTING BRIDGI TO BE REMOVED AND RETURNED' CITY OF ATLANTI BEACH NEW DRAINAGE CULVERT TO BE FURNISHED AND INSTALLED BY CITY OF ATLANTIC BEACH; SIZE TO MATCH EXISTING CULVERT GA EXISTING -- LIGHT POLE EXISTING PARKING AREA 3/4" CW BELOW GRADE FOR IRRIGATION SUPPLY; INSTALL BACKFLOW PREVENTER (IF REQ'D.), METER AND ISOLATION VALVE TO MEET CITY OF ATLANTIC BEACH STANDARDS; COORDINATE CONNECTION TO WATER MAIN WITH CITY OF ATLANTIC BEACH —, - - - - - - - BENCHES - - - ° 3/4" CW BELOW GRADE (IRRIGATION SUPPLY) - - - TREES TO / REMAIN / EXISTING o TREES TO REMAIN -- McVEI HSzMANGUM ENGINEERING - INC 9250 press Green Dr., Suite 202 J ksonville, Florida 32256 Ph: ( ) 737-0701 Fax: (904) 636-6770 EB 6330 mail: mail�cr�McVeighMangum.com Eng. of Record: � illiam Michael Gregory License No.: 46607 OCEANSIDE ROTARY SKATEPARK I CLIENT City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 1 ARCHITECT 1 VIA Concepts, LLC 241 Atlantic Blvd., Suite #5 Neptune Beach, FL 32266 FL LLC NQ im00000"M ENGINEERS McVeigh and Mangum Engineering Inc. 9250 Cypress Green Drive, Suite 202 Jacksonville, FL 32256 SPECIAL CONSULTANTS Skatepark Consultants Beau Crum Mike Peterson Todd Johnson NO. REVISION/ISSUE DATE CONSTRUCTION DOCUMENTS PLUMBING PIAN 00030515 WHIG AS SHOWII O7 -3x-04 ROJ. N0. DWN BY S:; E _j DATE P-001 f / f / f , f , f / P f , / f , , 1 1 1 I 1 I Y f r f / f 1 I 1 0 EXISTING BRIDGI TO BE REMOVED AND RETURNED' CITY OF ATLANTI BEACH NEW DRAINAGE CULVERT TO BE FURNISHED AND INSTALLED BY CITY OF ATLANTIC BEACH; SIZE TO MATCH EXISTING CULVERT GA EXISTING -- LIGHT POLE EXISTING PARKING AREA 3/4" CW BELOW GRADE FOR IRRIGATION SUPPLY; INSTALL BACKFLOW PREVENTER (IF REQ'D.), METER AND ISOLATION VALVE TO MEET CITY OF ATLANTIC BEACH STANDARDS; COORDINATE CONNECTION TO WATER MAIN WITH CITY OF ATLANTIC BEACH —, - - - - - - - BENCHES - - - ° 3/4" CW BELOW GRADE (IRRIGATION SUPPLY) - - - TREES TO / REMAIN / EXISTING o TREES TO REMAIN -- McVEI HSzMANGUM ENGINEERING - INC 9250 press Green Dr., Suite 202 J ksonville, Florida 32256 Ph: ( ) 737-0701 Fax: (904) 636-6770 EB 6330 mail: mail�cr�McVeighMangum.com Eng. of Record: � illiam Michael Gregory License No.: 46607 OCEANSIDE ROTARY SKATEPARK I CLIENT City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 1 ARCHITECT 1 VIA Concepts, LLC 241 Atlantic Blvd., Suite #5 Neptune Beach, FL 32266 FL LLC NQ im00000"M ENGINEERS McVeigh and Mangum Engineering Inc. 9250 Cypress Green Drive, Suite 202 Jacksonville, FL 32256 SPECIAL CONSULTANTS Skatepark Consultants Beau Crum Mike Peterson Todd Johnson NO. REVISION/ISSUE DATE CONSTRUCTION DOCUMENTS PLUMBING PIAN 00030515 WHIG AS SHOWII O7 -3x-04 ROJ. N0. DWN BY S:; E _j DATE P-001 P � rL�1;rf qF � = ,` `4 CITY OF ATLANTIC BEACH ;.� 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247 -5826 INSPECTION EMAIL REQUEST: Building- dept @coab.us Application Number 07- 00000453 Date 4/05/07 Property Address 800 SEMINOLE RD Application type description ROOF Property Zoning TO BE UPDATED Application valuation . . . 9990 Application desc REROOF FL 3574 Owner Contractor CITY OF ATLANTIC BEACH LAND ROOFING TERRY E LAND ATLANTIC BEACH FL 32233 2242 NEWBERRY RD JACKSONVILLE FL 32218 (904) 237 -4700 Permit ROOF PERMIT Additional desc . Permit Fee . . . .00 Plan Check Fee . . .00 Issue Date . . . 4/05/07 Valuation . . . . 9990 Expiration Date . 10/02/07 Fee summary Charged Paid Credited Due Permit Fee Total .00 .00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total .00 .00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. _ ,:f `'' CITY OF ATLANTIC BEACH s S S A r ' 800 S1MINOLE ROAD ? " `` ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247 -5826 `J . .2.19`" INSPECTION EMAIL REQUEST: BMaWklaj12WEWHM Application Number 07- 00000704 Date 5/22/07 Property Address 800 SEMINOLE RD Application type description ELECTRIC ONLY Property Zoning TO BE UPDATED Application valuation . . . 0 Application desc REPLACE LIGHTS IN PARK (CITY HALL) Owner Contractor M GAY CONSTRUCTORS INC 15153 N MAIN ST JACKSONVILLE FL 32218 Permit ELECTRICAL PERMIT Additional desc . Permit Fee . . . .00 Plan Check Fee . . .00 Issue Date . . . 5/22/07 Valuation . . . . 0 Expiration Date . 11/18/07 Fee summary Charged Paid Credited Due Permit Fee Total .00 .00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total .00 .00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. C � CITY OF ATLANTIC BEACH ELECTRICAL PERMIT APPLICATION )I.19 Date: s`= Z 2— d 7 Property Address: e oo SEM 1p:-- P.D. Owner: A-4 8 FiA6k Telephone #: Wi 7/ Via t/ Contractor: I \ A , C 4 r d 0 T L c ) G � 4 - 7 5 - “ --.....(e.-1 Telephone #: `O ¢ -62/ -V6 72— 1 Contractor Address: P . Q. 3 c)x 2 4 . Z Fax #: 1 / S!- 7 / -41dd - 7- Contractor Signature: .,;(/ In consideration of permit given �g the work as described in the above statement, we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. Building: Building Type: ❑ Trailer Service: If other construction is ❑ New ❑ Residence ❑ Temp. ❑ New being done on this building ❑ Old dit Commercial ❑ Signs ❑ Increase Or site, list the building A Re -wire ❑ Addition Sq. Ft. CI Repair Permit number: Conductor Size: AMPS: COPPER ❑ ALUMINUM Switch or RACE Breaker AMPS PH W VOLT WAY Existing Service RACE Size AMPS PH W VOLT WAY Meter Number Feeders: NO. SIZE NO SIZE NO SIZE Lighting Outlets CONCEALED OPEN Receptacles CONCEALED OPEN 0'i0 AMPS 11 100 AMPS Switches Incandescent Fluorescent & C3 M.V. CJ Fixed 0.100 AMPS OVER BELL Appliances TRANSFER. Air H.P.RATING H.P. RATING CEILING KW -HEAT Conditioning COMP. MOTOR OTHER MOTORS AMPS HEAT Motors 0 -1 H.P. VOLTAGE PH I NO. OVER 1 H.P. PHS UNDER600V OVER600V Transformers NO. KVA NO. KVA No. Neon_Transf. Ea. Sign Miscellaneous 800 Seminole Road • Atlantic Beach, Florida 32233 -5445 Phone: (904) 247 -5800 • Fax: (904) 247 -5845 • httn : / /www.ci.atlantic- beach.fl.us Revised 1/04 v CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD • ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247 -5826 :4 0.r l9 INSPECTION EMAIL REQUEST: Building - dept @coab.us Application Number 07- 00000453 Date 4/05/07 Property Address 800 SEMINOLE RD Application type description ROOF Property Zoning TO BE UPDATED Application valuation . . . 9990 Application desc REROOF FL 3574 Owner Contractor CITY OF ATLANTIC BEACH LAND ROOFING TERRY E LAND ATLANTIC BEACH FL 32233 2242 NEWBERRY RD JACKSONVILLE FL 32218 (904) 237 -4700 Permit ROOF PERMIT Additional desc . Permit Fee . . . .00 Plan Check Fee . . .00 Issue Date . . . 4/05/07 Valuation . . 9990 Expiration Date . 10/02/07 Fee summary Charged Paid Credited Due Permit Fee Total .00 .00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total .00 .00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. 51 a >r om BUILDING PERMIT APPLICATION -510 . "° N` . CITY OF ATLANTIC BEACH '', 800 Seminole Road, Atlantic Beach FL 32233 Office: (904)247 -5826 • Fax: (904) 247 -5845 Job Address: ''° •c i ' x /,�� Permit Number: Legal Description Valuation of Work (Replacement Cost) $ 9 ePO • Class of Work (Circle one): New Addition Alteration Move • Use of existing/proposed structure(s) (Circle one): ..: �,�r t e r c i ;b Residential • If an existing structure, is a fire sprinkler system installed? (Circle one): No N /A • Is approval of homeowner's association or other private entity required? (Circle one): Yes Describe in detail the type of work to be performed: (' - Xis (G ''' �.Nt3 s; a � A it S. Property Owner Information Name: Address: City State _Zip Phone Contractor Information: Name of Company: L4I' iOa ,v ' t . Qualifying Agent: - ge(Y 1 ,1e//a. Address: 'a‘7 // /Pr /f3FRty /7/2 City c - 4../.4 «State /'. Zip a J8' Office Phone 39,(: Job Site /Contact Number oz 3 '7- ` State Certification/Registration # GcG /7 . ,(3 r 7' Office Fax # 757- 5/ Architect Name & Phone # Engineer'' s Name & Phone # Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no worlc or installation has commenced prior to the issuance of a permit and that all workwill be performed to meet the standards of laws regulating construction in this jurisdiction. This permit becomes null and void if work as not commenced within six (6) months, or if construction or work is suspended or abandoned for a period ofsix (6) months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work, Plumbing, Signs, Wells, Pools, Furnaces, Boilers, Heaters, Tanks and A Conditioners, etc. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. 1 hereby certify that 1 have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type ofworkwill be complied with whether specified herein or not. The granting of a permit does notpresume to gave authority to violate or cancel the provisions of any other federal, state, or local law regulating construction or the performance ofconstruction. I Signature of Property Owner: Signature of Contractor: / ��(�/ Sworn to and subscribed before me Sworn jo and subscrrjbe�d me this Day of this `r Day of �' ' . #. / Notary Public: Notary Publisi---" c %'/ ' l s ••, • " N '• MASON FLEMING _;, N otary Public, State of Florida i My comm. expires May. 24, 2008 p „y s Comm. No. DD 322783 DO NOT WRITE BELOW THIS LINE: OFFICE USE ONLY Review Result (Circle one): Approved Disapproved Approved w/ Conditions Review Initials /Date: Development Size Habitable Space Non - Habitable Impervious area Total Area Miscellaneous Information Conditions /Comments: Occupancy Group Type of Construction Number of Stories Zoning District # Parking Spaces Max. Occupancy Load Fire Sprinklers Required Flood Zone Revised 12/11/06 S l `L� j Vi 17- ' ' ` CITY OF ATLANTIC BEACH `� y '. 800 SEMINOLE ROAD JATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247 -5826 t ) r� INSPECTION EMAIL REQUEST: Building -dept ra,coab.us Application Number 07- 00000562 Date 4/25/07 Property Address 800 SEMINOLE RD Application type description ELECTRIC ONLY Property Zoning TO BE UPDATED Application valuation . . . 0 Application desc ELEC AND CONTROL WIRING FOR MINI SPLIT A /C3 Owner Contractor BARKOSKIE ELECTRICAL SERVICE, INC. 48 S. PENMAN ROAD JAX BEACH FL 32250 (904) 246 -4731 Permit ELECTRICAL PERMIT Additional desc . Permit Fee . . . .00 Plan Check Fee . . .00 Issue Date . . . 4/25/07 Valuation . . . . 0 Expiration Date . 10/22/07 Fee summary Charged Paid Credited Due Permit Fee Total .00 .00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total .00 .00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. ,r 25 07 09:58a BARKOSKIE ELECTRIC (904)249 -8017 p.1 �P , CITY OF ATLANTIC BEACH ..' �'1 ELECTRICAL PERMIT APPLICATION Date: Property Address: 8a) 5egitsfote A F , Telephone #: 7 5BQ Owner. iaL ., _ t C , ' � . rs l[pgll t �L.Ec • Telephone #: Z4 L " 131 Contractor. .. • P .6-0 32s' .Ji Fax #: , Z•� =4�- Contractor Address: , • In consideration of permit given for doing the work as described in the above statement, we hereby Wee to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach I ordinance and standards of Rood practice listed therein. Building Type: D Trailer Service: If edi coasaucrion is tr u e s o er done cou bu>ldins Building: ❑ New or site. list the building O New a Residence D Temp. ❑ Increase Permit rumba Old W Commercial D Signs O Repair D Re - wire D Addition S. Ft. Conductor Size: AMPS COPPER h,u,t i„ ■ RACE Switch or PH W VOLT WAY Breaker AMPS RACE Existing Service PH W VOLT WAY Size AMPS Faders: NO. SIZE NO SIZE NO SIZE Lighting Outlets OPEN CONCEALED • Rece.tacles CONCEALED OPEN Switches Incandescent Fluorescent & M.Y. Fixed 0.1 ovs • BELL " TRANSFER A .fiances H.P. RATING CEILING KW -HEAT Air H.P.RATING Conditionin: COMP. MOTOR. OTHER MOTORS AMPS HEAT »y Motors 0-1 H.P. VOLTAGE PH - NO. OVER 1 H.P. PHS j 6 ._1oV NO KVA _ Transformers NO. KVA No.Neoa Traasf. £a. Si: Miscellaneous e i . taow, LAJi R.. .14 - R&- M 141 SoPu T' _ 800 Seminole Road • Atlantic Beach, Florida 32233 -5445 Phone: (904) 247 -5800 • Fax: (904) 247 -5845 • bttp : /lwww.cLatfaatic beach.tl ~-- ----` .us A 1 1/ . 1\ 10 01( 0 \ P br /'qi///' } vo, 7,714 CITY OF ATLANTIC BEACH , ry • TREE REMOVAL APPLICATION • All applications must be submitted with seven (7) copies and received by 5:00 p.m. on the Friday ten (10) days prior to the scheduled meeting in order to be placed on the agenda. INCOMPLETE APPLICATIONS OR INACCURATELY MARKED SITES WILL NOT BE PROCESSED. 1. Cit of Atlantic Beach' Parks Recreation & Beautification 716 Ocean Blvd. 904 247 -5828 APPLICANT NAME ADDRESS TELEPHONE 2. Jack Rus sell P ^ tlan tic Beach ADDRESS OR LEGAL DESCRIPTION OF TREE REMOVAL SITE (IF LEGAL DESCRIPTION, LIST CLOSEST CROSS STREET) 3. REASON FOR PROPOSED TREE REMOVAL: Construction of Skatepark in Jack Russell Park 4. HAS THIS SITE BEEN TO THE TREE BOARD BEFORE? YES NOT SURE ° 5. SITE PLAN/TREE SURVEY indicating: a. Existing and proposed structures. • b. Location of utilites and easements as applicable. c. Location, species and size of all trees with Diameter at Breast Height (D.B.H.) of six inches or more. d. Location, species and size of all trees to be removed should be clearly marked with an "X ". e. Location, species and size of all trees to be perserved on -site for replacement must be marked with brackets "[ ] ". f. Location, species and size of any proposed new replacement trees marked with a circle "0 ". g. Location, species and size of all trees to be preserved on -site with barricading at tree drip line noted. 6. ON -SITE REQUIREMENTS: a. Barricading at tree drip line of all trees to be preserved. b. Address /legal description must be posted in a conspicuous manner on site. c. The property corners must be marked by stakes or paint indicating the lot. d. All trees identified for removal MUST by marked on -site by RED /ORANGE flagging, paint or tape. e. All trees to be preserved on -site for mitigation MUST be marked with BLUE /GREEN flagging, paint or tape. 800 Seminole Road, Atlantic Beach, Florida 32233 Telephone (904) 247 -5800 Fax (904) 247 -5845 1 of 4 8. LIST TREES PROPOSED FOR REMOVAL: DIAMETER( *) OF TREES SPECIES INTERIOR ZONE** EXTERIOR ZONE** APPLICANT'S COMMENTS OFFICE USE ONLY Cabbage Palm 18" Relocate on -site Cabbage Palm 12^ Relocate on -site Pine 12" Pine 15" Remove Remove 9. CHOICES FOR REPLACEMENT: Choose one or a combination of the following to compensate for trees removed: a. Plant new trees on site b. Pay money into the Tree Fund at the current rate. c. Protect (save) other trees that qualify and mark trees to be protected on site 10. LIST, BY INCHES, EACH TREE IN THE APPROPRIATE COLUMN IN THE FORM PROVIDED BELOW SPECIES DIAMETER OF TREE PLANT NEW TREES PAY INTO TREE FUND PROTECT I HEREBY AGREE TO COMPLY WITH ALL PROVISIONS OF CHAPTER 23, ARTICLE II, TREE PROTECTION, AND ALL OTHER APPLICABLE CODES AND ORDINANCES OF ATLANTIC BEACH. Applicant's Signature Date Owner's Signature Date Tree Conservation Board Chair Date *Diameter at Breast Height (D.B.H.), is measured at 4.5 feet above grade. To accurately determine diameter, measure the trunk circumference and divide by 3.14. Diameter of multi - trunked trees is determined by adding together the diameter of each trunk as measured immediately above the forks. **Interior Zone: outside the 20 foot front/rear setbacks and the 7.5 feet side setbacks (see diagram on previous page). * *Exterior Zone: within the 20 foot front/rear setbacks and the 7.5 feet side setbacks (see diagram on previous page). 4 of 4 low CITY OF ATLANTIC BEACH TREE REMOVAL APPLICATION All applications must be submitted with seven (7) copies and received by 5:00 p.m. on the F " ten (10) days prior to the scheduled meeting in order to be placed on the agenda. nday INCOMPLETE APPLICATIONS OR INACCURATELY MARKED SITES WILL NOT BE PROCESSED. 1. Cit of Atlantic Beach* Parks Recreation & Beautification 716 Ocean Blvd. 904 247 -5828 APPLICANT NAME ADDRESS TELEPHONE 2. Jack Russell Park 800 Seminole Road Atlantic Beach ADDRESS OR LEGAL DESCRIPTION OF TREE REMOVAL SITE (IF LEGAL DESCRIPTION, LIST CLOSEST CROSS STREET) 3. REASON FOR PROPOSED TREE REMOVAL: Construction of Skatepark in Jack Russell Park 4. HAS THIS SITE BEEN TO THE TREE BOARD BEFORE? YES NOT SURE 5. SITE PLAN/TREE SURVEY indicating: �b �� 'L E�_//ing and proposed structures. location of utilites and easements as applicable. tion, species and size of all trees with Diameter at Breast Height (D.B.H.) of six inches or more. • oca ion, species and size of all trees to be removed should be clearly marked with an "X ". ocation, species and size of all trees to be perserved on -site for replacement must be marked with brackets "[ ]". '( Location, species and size of any proposed new replacement trees marked with a circle "0 ". g. - ocation, species and size of all trees to be preserved on -site with barricading at tree drip line noted. 6. ON -SITE REQUIREMENTS: a. Barricading at tree drip line of all trees to be preserved. b. Address /legal description must be posted in a conspicuous manner on site. c. The property corners must be marked by stakes or paint indicating the lot. d. All trees identified for removal MUST by marked on -site by RED /ORANGE flagging, paint or tape. e. All trees to be preserved on -site for mitigation MUST be marked with BLUE /GREEN flagging, paint or tape. 800 Seminole Road, Atlantic Beach, Florida 32233 Telephone (904) 247 -5800 Fax (904) 247 -5845 1 of 4 , -; 1 \ ► u� 1014 lQ vs c o tL: CITY OF ATLANTIC BEACH .;;... y BUILDING PERMIT APPLICATION tir (New / Residential & Commercial) —Os 1 ` / Date: i/ / o Job Address: 8t 'sC,l,‘ Owner's Name: '/71 it /7 �L Address: SD D Phone: r egal Description: Block Number: Ai/j'}- Lot Number: , i/ - Zoning District: 3/41— Contractor: �'/�'p L /,lJ� sloe ,4 / 'f's row. State License Number: Address: 4 / Act Z 7 14 /9,65: �✓ Pho Number:/, L J Z G V City: S4�L ri State: Pie Zip: 946 Fax: Z 7 972- top 5/4e5 Describe proposed use and work to be done: 50 /4,04'4 f /lA K Present use of land or bu'ilding(s): Ct fl/ rife( Valuation of proposed construction: 7f © �' Is approval of Homeowner's Association or other private entity required? do If yes, please submit with this application. Will this project involve changes in elevation, site grade or any use of fill material, addition of 5% or more to the original impervious area or the removal of any trees? ❑ NO. Applicant certifies that no change in site grade, impervious area or fill material will be used on this project. c YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. NO. Applicant certifies that no trees will be removed for this project. ❑ YES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board, which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904 - 247 -5826. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre - construction or post- construction topographical survey or grading plan is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane, Atlantic Beach, FL 32233 Telephone: (904) 247 -5834 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated. 800 Seminole Road • Atlantic, Beacj►, Florida 32233 -5445 Phone: (904) 247 -5800 • Fax: (904) 247 - 5845 http : / /www.ci.atlantic- beach.fl.us Page 2 Revised 8/04 CONSTRUCTION SITE MANAGEMENT PLAN Ord. 6 - 18 — Requires contractors to submit a construction site management plan to include the following: (1) Location of demolition (2) Grading and drainage surface water management plan to comply with Chapter 24 Article 3 and Section 24-67. (3) Parking plan showing off street parking. (4) Fencing plan locating fencing on at least three sides of property. (5) Location of construction trailer and loading /unloading area (6) Location of chemical toilets. (7) Location of dumpster(s). (8) Traffic control plan showing access to project. (9) Other activities where special conditions exist as approved by the Building Official. The complete ordinance may be obtained at the Building Department, at the City Clerks office, or on line at Municode.com C/ck fiqk f3 c+- 7 -- e.o..) /0 rf L= K itAvve45 ° a ) Z '" M :5 OWNER'S AUTHORIZATION FOR AGENT 6 .a.\Ara4 L4 w is hereby authorized to act on behalf of the owner(s) of those lands described with the attached application, and as described in the attached deed or other such proof of ownership as may be required, in applying to the City of Atlantic Beach, Florida, for an application related to a Development Permit or other action pursuant to a: ❑ Zoning Variance ❑ Appeal ❑ Use -by- Exception ❑ Fence or Pool Permit ❑ Rezoning 0� Sign Permit GI Plat or Replat Other 5 1,,> -r�� Pare AUTHORIZED BY '• G - Signature of 0 er _S ., C \k I‘ • Rnte-Z, rCi\j■ Print Name Signature of Owner Print Name M DS1%' 2:1-a-- A\4. S t/J ts (mA- q8(36 Ad ress 41$ 3q 9.- -6 Y1 ‘-/ Te one N ber THIS SPACE FOR RECORDER'S OWNER USE ONLY .Signed: /• Date: 01 /°4 - re me this — ` I a ,,. in the , Con �`• p5 Late f h . r on ppeared poi ►� C. 1-1 1 t V''' Notary���� ►,1S to FI• ida, County of Du .'• ^. * 1 I My commission expires: 0 q 04, % r ' \Sy10N F ,• t ' t Personalty Known: f � Produced Identification: ��/!� � ,y,�jrt,�o - ' m • i / • I' wi / I • #f PUBLIC t 6�BS -L (b06) uoiqeauva \` \���� ..��~ R pue sNued dzz :ao SO oa uer CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247 -5826 Application Number 09- 00000045 Date 1/13/09 Property Address 800 SEMINOLE RD Application type description RESIDENTIAL ADDITION /ALTERATION Property Zoning TO BE UPDATED Application valuation . . . 0 Application desc WINDOW REPLACEMENT Owner Contractor ACE DOOR & WINDOW SERVICE 9123 HARE AVENUE JACKSONVILLE FL 32211 (904) 727 -6811 Structure Information 000 000 Construction Type TYPE 5 -A Occupancy Type RESIDENTIAL Flood Zone ZONE X Permit BUILDING PERMIT Additional desc . Permit Fee . . . .00 Plan Check Fee . . .00 Issue Date . . . 1/13/09 Valuation . . . . 0 Expiration Date . 7/12/09 Special Notes and Comments PER CHRIS HUFFMAN PARKS Fee summary Charged Paid Credited Due Permit Fee Total .00 .00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total .00 .00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. DEPARTMENT OF PUBLIC WORKS 1 ` "' N • rc EROSION & SEDIMENT CONTROL IN SPECTION " x Y w � r Date Time :,'� ProjectName/Location Permit # Inspector Contractor's Name/Address Stage of Construction YES NO NA ❑ ❑ ❑ 1. All required erosion and sediment control measures are shown on plea ❑ ❑ 2. All silt fences are properly installed (staked in and trenched in) and in good condition. ❑ ❑ ❑ 3. MI dkaurbed areas are properly stabilized. Temporary or permanent stabilization is required, ❑ 0 ❑ 4. All N ob dewatering operations turbidity readings are S 29 ntu above nainrat bac , turbi readings mmt not be a bac kgroun d lev eh for � readings, ❑ ❑ Oufstandmg Fk► rbl a Water. ❑ 5. All construction entrances are free from soil and mud tracking. ❑ ❑ ❑ 6. All above ground water impoundments are stabilized. ❑ ❑ ❑ 7. All stonnwater inlets are adequately protected from sediments. ❑ ❑ ❑ 8. AO stormwater ponds and conveyance systems are stabilized and free of sediments. ❑ ❑ ❑ 9. All receiving waters are adequately protected with ❑ ❑ means as needed. floating tarbklky contains or other ❑ lo. Sedhnent traps are installed as needed and are in good working order. ❑ ❑ 0 11. All soil stockpiles are adequately stabilized, ❑ ❑ ❑ 12. All preservation wetland and conservation areas are clearly marked and adequately protected from silt, erosion and turbidity. ❑ ❑ ❑ 13. All alumhrater treatment systems operating properly and coordhurted with DPW. ❑ ❑ ❑ 14. Notice of Intent (NOI) (FDEP Fortis 62- 621.300(4A) has been submitted to FDEP. ❑ ❑ ❑ 15. The Stormwater Pollution Prevention Plan (SWPPP) is on site. ❑ ❑ ❑ 16. The required inspection and maintenance report forms are always can Comments: NOTE: Failure to comply with erosion and sediment control rules and regulations in VIOLATIONS, and ENFORCEMENT ACTIONS may be taken by Beach, a t W manner may U.S. E .PERMIT Letters of Violations, Stop Work Orders, and Fines may be issued for Permit Violatio SJRMD, FDEP, and EPA Please contact Public Works Department at 904 — 247 -5834 or Faz 904 — 247 -5843 for any questions or commas. Verbal Written notification given to: Company Phone# Inspector Signature / , l CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD iliv 7:04.1,4 ATLAN, ORIDA 32233 INSPECTION TIC PHONE BEACH FL LINE 247 -5826 Application Number 05- 00029573 Date 1/21/05 Property Address 800 SEMINOLE RD Tenant nbr, name SKATEPARK AT JACK RUSSELL Application description . . COMMERCIAL OTHER STRUCTURES Property Zoning TO BE UPDATED Application valuation . . . 175000 Owner Contractor CITY OF ATLANTIC BEACH GRINDLINE SKATEPARKS INC 800 SEMINOLE ROAD CHRIS HILDEBRAND N.„,__ ATLANTIC BEACH FL 32233 4056 23RD AVE SW (904) 247 -5826 SEATTLE WA 98106 (206) 932 -6414 Permit BUILDING PERMIT Additional desc . Permit Fee . . . .00 Plan Check Fee . . .00 Issue Date . . . 1/21/05 Valuation . . . . 175000 Expiration Date . 7/20/05 Fee summary Charged Paid Credited Due Permit Fee Total .00 .00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total .00 .00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. (::%) e t Or BUILDING OFFICIAL Verify Workers' Comp Premium Status - Employer Liability Certificate Page 1 of 1 Washington State Department of �, k.�, Employer Liability Labor and Industries ` x' Certificate !, loss Department of Labor and Industries Employer Liability Certificate Date: 1/21/2005 UBI #: 602 196 010 Business Name: GRINDLINE SKATEPARKS INC Legal Business Name: GRINDLINE SKATEPARKS INC Account #: 028,317 -00 'Doing Business As Name: GRINDLINE INC Quarterly Premium Reports: Quarter 3 of Year 2004 Workers' Comp Premium Status: Account is current. Firm has voluntarily reported and paid their premiums. Licensed Contractor? Yes Account Representative: T6 / SAM RIENBOLT (360)902 -4659 Industrial Insurance Information The information above shows the employer's industrial insurance (workers' compensation) premium status with the Department of Labor and Industries. Employers report and pay premiums each quarter based on hours of employee work already performed, and are liable for premiums found later to be due. Industrial insurance accounts have no policy periods, cancellation dates or limitations of coverage. (See RCW 51.12.050 and 51.16.190.) i\Nr. y e n1ko H C i c c() J of -u W G - Foy - Err it 1i VAC- art (n vcio6C 'vL Ln max, 3 - https: // fortress. wa. gov/ lni/ crpsi /AcctInfoPrint.aspx ? &AccountId= 2831700 &AccountMana... 1/21/2005 Verify Workers' Comp Premium Status - Account Information Page 1 of 1 Verify Workers' Comp Premium Status: Account Information Did you know... ...that under Washington State law *, you may be liable for the unpaid workers' compensation (industrial Insurance) premiums of any business you hire or contract with? ( *See RCW 51.12.070) If this is a contractor whose premiums and license are current, a "Submit Contractor Tracking Request" link will appear in the certificate below. Click it to fill out a Tracking Request. If the contractor fails to pay workers' comp premiums or renew their contractor registration or if their electrical contractor license is suspended or revoked within one year of the start-date on your tracking request, L&tI will send you a notification letter. Department of Labor and Industries Employer Liability Certificate Date: 1/21/2005 UBI #: 602 196 010 Business Name GRINDLINE INC Legal Business Name: GRINDLINE SKATEPARKS INC Account #: 028,317 -00 'Doing Business As Name: GRINDLINE INC Quarterly Premium Reports: Quarter 3 of Year 2004 Workers' Comp Premium Status: Account is current. Firm has voluntarily reported and paid their premiums. Licensed Contractor? Yes -- Get contractor's license history. Submit Contractor Tracking Request here to be notified if this contractor's premium or license status changes during the next year. Experience Factor: Get experience factor history. Account Representative: T6 / SAM RIENBOLT (360)902 -4659 Industrial Insurance Information The information above shows the employer's industrial insurance (workers' compensation) premium status with the Department of Labor and Industries. Employers report and pay premiums each quarter based on hours of employee work already performed, and are liable for premiums found later to be due. Industrial insurance accounts have no policy periods, cancellation dates or limitations of coverage. (See RCW 51.12.050 and 51.16.190.) Back I New Search 1 Printer - Friendly Version 1 https: / /fortress.wa. gov /lni/crpsi /AcctInfo. aspx ?AccountId= 2831700 &BusinessId = 6021960... 1/21/2005 Look Up a Contractor, Electrician or Plumber License Detail Page 1 of 2 Topic Index 1 Contact info I s . et of Search Home Safety Claims B Insurance Workplace Rights Trades & Licensing Find a Law or Rule Get a Form or Publication Look Up a Contractor, Electrician or Plumber General /Specialty Contractor A business registered as a construction contractor with LEtI to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. License Information License GRINDSI981PC Licensee Name GRINDLINE SKATEPARKS INC Licensee Type CONSTRUCTION CONTRACTOR 602196010 Verify Contractor Premium UBI Status Ind. Ins. Account 2831700 Id Business Type CORPORATION Address 1 4056 23RD SW Address 2 City SEATTLE County KING State WA Zip 981061230 Phone Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 10/3/2002 Expiration Date 10/3/2006 Suspend Date Separation Date Parent Company Previous License Next License Associated License Business Owner Information Name I Role I Effective Date https: / /fortress.wa. gov /lni/bbip /detail.aspx ?License= GRINDSI9 PC 1/21/2005 Look Up a Contractor, Electrician or Plumber License Detail Page 2 of 2 HUBBARD, ROGER PRESIDENT 10/03/2002 HILLDEBRAND, JOHN SECRETARY 10/03/2002 Bond Information Bond Bond Company Account Effective Expiration Cancel Impaired Bond Received Bond Name Number Date Date Date Date Amount Date AMERICAN STATES #1 INS CO 6186039 09/17/2002 $12,000.00 10/03/2002 Savings Information No Matching Information Insurance Information Company Policy Effective Expiration Cancel Impaired Received Insurance Name Number Date Date Date Date Amount Date OHIO CAS #2 INS CO BH053004687 09/17/2003 09/17/2005 $1,000,000.00 09 /13/2004 OHIO CASUALTY #1 CO BH0053004687 09/17/2002 09/17/2003 $500,000.00 10/03/2002 Summons / Complaints Information No Matching Information Start a New Search Printer Friendly Version About Lal 1 Find a job at L£tI 1 Informacion en espanol 1 Site Feedback 1 imissiamk „ it 1- 800 - 547 -8367 ,�� rAPA c' Washington State Dept. of Labor and Industries. Use of this site is subject to the taws of the state of Washington. Access Agreement 1 Privacy and security statement 1 Intended use /external content policy I Visit access.wa.gov Staff only link https: / /fortress.wa. gov /lni/bbip /detail.aspx ?License= GRINDSI981 PC 1/21/2005 rremium Status - Employer Liability Certificate Page 1 of 1 Washington State Department of Labor and Industries .r� r Employer Liability o x, • y. Certificate v yffr jnskl ' - Department of Labor and Industries Employer Liability Certificate Date: 1/21/2005 UBI #: 602 196 010 Business Name: GRINDLINE INC Legal Business Name: GRINDLINE SKATEPARKS INC Account #: 028,317 -00 'Doing Business As Name: GRINDLINE INC Quarterly Premium Reports: Quarter 3 of Year 2004 Workers' Comp Premium Status: Account is current. Firm has voluntarily reported and paid their premiums. Licensed Contractor? Yes Account Representative: T6 / SAM RIENBOLT (360)902 -4659 Industrial insurance Information The information above shows the employer's industrial insurance (workers' compensation) premium status with the Department of Labor and Industries. Employers report and pay premiums each quarter based on hours of employee work already and are liable for premiums found later to be due. Industrial insurance accounts have no pli rmed, periods, cancellation dates or limitations of coverage. (See RCW 51.12.050 and 51.16.190.) https: // fortress. wa. gova ni/ crpsi /AcetInfoPrint.aspx ? &AccountId= 2831700 &AccountMana... 1/21/2005 PERMIT WORKSHEET Certificate of Occupancy Job Address: Type Work: C a T 800 SEN111401-t ROO Property Owner: C Ty Q P Phone # 2 s a c Contractor: Phone # Gc SWMPflRxS INC (2°0931 6414 Permit #: 05 - 13 Date Issued: la ` / Building Inspections: Footing 1 1 16 105 Slab Tie Beam Lintel Nailing / Sheathing Framing / Cover Up Insulation Final Building Tree Permit # YES NO Electrical Permit # Date / Copy to JEA Temp, Pole Permit # Date / Copy to JEA Temp. Power Letter Received: YES NO Inspections: Rough Electric Released to JEA Temp. Power Released to JEA Temp. Pole Released to JEA Final Released to JEA Mechanical Permit # Inspections: Rough Final Plumbing Permit # Inspections: Rough / Underslab Topout Water / Sewer Final Drainage Inspection: 1 Pool Permit # Inspections: Steel Final Grounding Final Roofing Permit # Inspections: Nailing / Sheathing Final Fire Inspection: Failed Inspections: Date Paid: Date Paid: .: }- .% J • " `% CITY OF ATLANTIC BEACH ,,r si 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 .- INSPECTION PHONE LINE 247 -5826 Application Number 06- 00034069 Date 10/13/06 Property Address 800 SEMINOLE RD Application type description RIGHT OF WAY PERMIT Property Zoning TO BE UPDATED Application valuation . . . 0 Application desc PLAZA /11TH /SANDPIPER Owner Contractor OWNER ATLANTIC BEACH FL 32233 Permit DRIVEWAY PERMIT Additional desc . Permit Fee . . . .00 Plan Check Fee .00 Issue Date 10/13/06 Valuation 0 Expiration Date . . 4/12/07 Fee summary Charged Paid Credited Due Permit Fee Total .00 .00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total .00 .00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. r �r ' .;z CITY OF ATLANTIC BEACH ' , , i • .. 800 SEMINOLE ROAD ATLANTIC BEACH, FL . 32233 / INSPECTION PHONE LINE 247 -5826 Application Number 06- 00034069 Date 10/13/06 Property Address 800 SEMINOLE RD Application type description RIGHT OF WAY PERMIT Property Zoning TO BE UPDATED Application valuation . . . 0 Application desc PLAZA /11TH /SANDPIPER Owner Contractor OWNER ATLANTIC BEACH FL 32233 Permit DRIVEWAY PERMIT Additional desc . Permit Fee . . . .00 Plan Check Fee . . .00 Issue Date . . . 10/13/06 Valuation . . . . 0 Expiration Date . 4/12/07 Fee summary Charged Paid Credited Due Permit Fee Total .00 .00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total .00 .00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. ' . CITY OF ATLANTIC BEACH i 800 SEMINOLE ROAD '' ATLANTIC BEACH, FL . 32233 / INSPECTION PHONE LINE 247 -5826 r Application Number 06- 00034069 Date 10/13/06 Property Address 800 SEMINOLE RD Application type description RIGHT OF WAY PERMIT Property Zoning TO BE UPDATED Application valuation . . . 0 Application desc PLAZA /11TH /SANDPIPER Owner Contractor OWNER ATLANTIC BEACH FL 32233 Permit DRIVEWAY PERMIT Additional desc . Permit Fee . . . .00 Plan Check Fee .00 Issue Date . . . 10/13/06 Valuation . . . . 0 Expiration Date . 4/12/07 Fee summary Charged Paid Credited Due Permit Fee Total .00 .00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total .00 .00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL C1TY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. . . e , r...) , - y i\ ' - 0 CITY OF ATLANTIC BEACH r) 800 SEMINOLE ROAD ) __—,'/ ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 1 7 „. „ , r }',":„"/ ::!.../11-•` Application Number 06-00034069 Date 10/13/06 Property Address 800 SEMINOLE RD Application type description RIGHT OF WAY PERMIT Property Zoning TO BE UPDATED Application valuation . . . 0 Application desc PLAZA/11TH/SANDPIPER Owner Contractor OWNER ATLANTIC BEACH FL 32233 Permit DRIVEWAY PERMIT Additional desc . Permit Fee . . . .00 Plan Check Fee . . .00 Issue Date . . . 10/13/06 Valuation . . . . 0 Expiration Date . 4/12/07 Fee summary Charged Paid Credited Due Permit Fee Total .00 .00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total .00 .00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODFS. C ITY O ATLA NTIC BEACH CONSTR UCTION PERMIT W ITHIN CITY RIGHTS OF WAY A ND EASEMENTS VC �� ■ w �� r _ 800 Seminole Road 904-247-5800 �?ga Atlantic Beach, Florida 32233 -5445 Fax 904-247-5845 Date October 12.2006 PERMIT# Job Address 800 Seminole Rd. Atlantic Beach, FL ISSUED BY THE CITY Permiee: Trilevance Management Inc:. Telephone# (qn4) 777_gn52 PermitteeAddress: 7666 Blanding Rlvd.=Jacksnnvillp, F1 37244 Requesting Permission to Construct: 2" conduit infrastrurturp 0 3f1" hpinw grartp frnm City Hall to Water Plant 41; Public Works and Waste Water Location: (Reference to Cross- Street) Plaza /Park Side /11th /Sandpiper 1. Applicant declares that prior to filing this application he has ascertained the location of all existing utilities, both aerial and underground and the accurate locations are shown on the sketches. • A Letter of Notification was mailed to the following Utilities /Municipalities: Jacksonville Electric Authority Yes ( ) No ( Date: Bell South Telephone Company Yes ( ) No (x) Date: Ferrell Gas Comcast Yes ( ) No � )x Date: Yes ( ) No (X) Date: Sunshine one Call - for Notification x October 16,2006 2. Whenever necessary for the construction, repair, improvement, maintenance, safe and efficient operation, alteration or relocation of all, or any portion of said street or easement as determined by the Director of Public Works, any or all of said poles, wires, pipes, cables or other facilities and appurtenances authorized hereunder, shall be immediately removed from said street or easement or reset or relocated hereon as required by the Director of Public Works, and at the expense of the Permittee unless reimbursement is authorized. 3. All work shall meet City of Atlantic Beach or Florida Department of Transportation Standards and be performed under the supervision of 0 ave 1 i n Young, Chris Picket Contractor's Project Superintendent) located ac 6 6 . : . d ' • : . • . I ' : elephone #: 90' X 261 4. All materials and equipment shall be subject to inspection by the Director of Public Works or his designee.let -4 4-4311 5. All city property shall be restored to its original condition as far as practical, in keeping with city specifications and the manner satisfactory to the city. !. 6. A sketch of plans covering details of this installation, as well as, a copy of a recent survey shall be made a part of this permit. Calculations showing any increase in impervious area on owner's lot or in the city Right of Way are to be included with this application. 7. This permittee shall commence actual construction in good faith with 5 days. If the beginning date is • more than 60 days from date of permit approval, then permittee must review the permit with the Director of Public Works to make sure no changes have occurred in the area that would affect the permitted construction. 8. It is understood and agreed that the rights and privileges herein set out are granted only to the extent of the City's right, title and interest in the land to be entered upon and used by the holder, and the Holder will, at all times, assume all risk of and indemnify, defend, and save harmless the City of Atlantic Beach from and • against any and all loss, damage, and cost of expenses arising in any manner of the exercise or attempted exercises by the holder of the aforesaid rights and privileges. 9. The Director of Public Works shall be notified twenty -four (24) hours prior to starting work and again immediately upon completion. OWNER Signed: ` 7 pD / ��/ - y Before me 1 1? da of,� C T' in the County of Duval, State Of Florida, has personally appeared K1 .L l f Notary Public at Large, State of Florid), Co my of Duval. My commission expires: Z . /Y • / * NIMI I d Rs* Palle • 81Rs* Personally Known: ✓ or ' • commission boo FMl14, . { Produced idenfifica _ rr Comn*uion t DO 518533 Bonded 8 National . , Assn. 1 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247 -5826 Application Number 08- 00001132 Date 8/29/08 Property Address 800 SEMINOLE RD Application type description COMMERCIAL ADDITION /ALTERATION Property Zoning TO BE UPDATED Application valuation . . . 14415 Application desc remodel mens restroom Owner Contractor WORLD CONSTRUCTION, CO INC 11322 GARDEN BLVD JACKSONVILLE FL 32218 Structure Information 000 000 Construction Type TYPE 5 -A Occupancy Type BUSINESS Flood Zone ZONE X Permit BUILDING PERMIT Additional desc . Permit Fee . . . 105.00 Plan Check Fee . . 52.50 Issue Date . . . Valuation . . . . 14415 Expiration Date . 2/25/09 Special Notes and Comments verbal approval per Mike Griffin Fee summary Charged Paid Credited Due Permit Fee Total 105.00 105.00 .00 .00 Plan Check Total 52.50 52.50 .00 .00 Grand Total 157.50 157.50 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CERTIFICATE IF LIABILITY INSURANC" nATE (MMlDDIYYYY) OP ID BS GRI2000 10/12/04 RODUCER ',-! THIS CERTIFICATE IS IS AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE riffith Insurance Group, Inc . HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 841 Aurora Ave N Suite 100 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. S.tle WA 98103 F'; .e:206- 632 -1433 Fax :206- 632 -0878 INSURERS AFFORDING COVERAGE NAIC # INSURED INSURER A, Ohio Casualty Ins Co Grindline Skateparks, Inc. NSURER Chris Hildebrand INSURER C: 4056 23rd Ave SW INSURER D: Seattle WA 98106 INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH,'"'HIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS ; AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR AMYL – LTR INSRC TYPE OF INSURANCE POLICY NUMBER DA MM/ Dnvj DATE (MM DOI) LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 A ❑ X COMMERCIAL GENERAL LIABILITY BH053004687 09/17/04 09/17/05 PREMISES (Ea occurence) $ 100,000 _ CLAIMS MADE X OCCUR MED EXP (Any one person) $ 10,000 X WA Stop Gap PERSONAL & ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP /OP AGG $ 2,000,000 — 1 POLICY PRO- JECT n LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT A Li NY AUTO (Ea accident) $ ALL OWNED AUTOS SCHEDULED AUTOS BODILY INJURY $ (Per person) HIRED AUTOS BODILY INJURY $ NON -OWNED AUTOS (Per accident) lMM• PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY - EA ACCIDENT $ ❑ ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESS/UMBRELLA LIABILITY EACH OCCURRENCE $ Ell OCCUR I CLAIMS MADE AGGREGATE $ $ DEDUCTIBLE $ RETENTION $ $ WORKERS COMPENSATION AND WC STA 0TH - EMPLOYERS' LIABILITY TORY LIMITS ER ANY PROPRIETOR /PARTNER /EXECUTIVE E.L. EACH ACCIDENT $ OFFICER /MEMBER EXCLUDED? If ea, tleacrtbe OV antler E.L. DISEASE - EA EMPLOYEE $ 5 PECIAL PRISIONS below E.L. DISEASE - POLICY LIMIT $ OTHER DESCRIPTION OF OPERATIONS 1 LOCATIONS 1 VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS The Certificate Holder is named as Additional Insured as pertains to work and services performed by the Named Insured Only. :ERTIFICATE HOLDER CANCELLATION CTYALTA SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN elk City of Atlantic C Beach NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE T. G. SO SHALL 800 Seminole Road IMPOSE NO OBLIGATION OR LIABILITY OF A I P y E IN - R, ITS • 'ENTS • Atlantic Beach FL 32233 REPRESENTATIVES // / AUTHORIZED REPRti 8NTATIVE .i `�7 Mike Griffit_� -4 7, 1CORD 25(2001/08) / ®ACORD • - : OR • ION 1(Z-M,) 88 AI 1 Wy l r 1 H 1 f. y . 4X .� `I i ,f ,Y� � k,,b M51 '1';',,,, , I + 1� d 1 � z, i��x fi x' � 3�' t� ;;� � � Far. r t a�F� ��7�trr � ixx° 7 t y � s s t � r8 sS. i ` I 'his { J „ s : :' f a .. �! uN1FI BUSI ID #: 602 196 010 l, BSI ESS ID 001 : 9001 I. j, ORGANIZATION TYPE k` DOMESTIC PROFIT CORPORATION � i' GRINDLINE SKATEPARKS, INC. ,' t . LOCATION i GRINDLINE, INC. �', 4056 23RD SW �? SEATTLE WA 98106 1230 t` j TAX REGISTRATION INDUSTRIAL INSURANCE k UNEMPLOYMENT INSURANCE z E. REGISTERED TRADE NAMES: I{ 14 GRINDLINE, INC. GRINDLINE SKATEPARKS INC. ; I ti I 4 rs' Mf:+Y x °Sr'n�7` 1 -„ . , fir; �ti t r 5 : . � ,:y y , � M ii, c yi{ -,,,,..,.... -. d k1' > M - a � # + ,6g p' a -t ff z � is i Y� v m 1 v L` tb'y, ` � .� q _t,! .' 2 t i , f" yY , mod $ , � ' ' j f � " t' " 1 ' � '' i S l "i 4 �P ;, L ,' 1, , .` d r 'ft , ?yt . x ; r j r ' f ! 6J ' ''... IiriLL L�:L'a16.�d�1.._... =3►�� 5 =:. �3i1✓ rYw : ✓l � . 'dr _ �= .iw�d :_. � • • 000t747 AT 0 • O S J i ..'. � ' LP - , z z *r' .. � o Q H ` ' �h l y ^ r te - M ; _`��@ " �,r $ W a o p+i r , . i�'� 6 1 , t i YY ,- Q „`. ! " lei F Il U w ` HAS gFN M �� Y * 1 T u 1 . 5.0- ` w t !� w t k � F- O 2a° HT �d ""s ' Y CI) HNt7W 00 cc {� n df -.I .J WQJ� x `T' p • Z c0 7 Detach And Display Certificate DEPARTMENT OF LABOR AND INDUSTRIES LI REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL REGIST. # EXP. DATE: CCOI GRINDS°I981`PC 10/03./2006 EFFECTIVE DATt 10/0312002 GRINDLINE SKATEPARKS INC 4056 23RD SW SEATTLE WA 98106 -1230 ! F625 -052 -000 (8/97) L �.,.. = — Detach And Display Certificate r { REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL Please Remove REGIST. # EXP. DATE And Sign CCO1 GRINDSI981PC 10/03 /2006 Identification EFFECTIVE DATE 10/03/2002 Card Before GRINDLINE SKATEPARKS INC Placing In 4056 23RD SW Billfold SEATTLE WA 98106 -1230 Sigxiutui I ucd h 1)NPAR1\1FNT OF LABOR AND 1NDtISTRIF.S F625 - 052 -000 (S/)7) • Ctf +4r X elide To 7e)nJ (, # ' ii "1645 G..,e i fi u) 2 (r' 5" -XS OWNER'S AUTHORIZATION FOR AGENT' - e 'rN• \I44 is hereby authorized to act on behalf of 6 r 4 6s P� � , the owner(s) of those lands described with the attached application, and as described in the attached deed or other such proof of ownership as may be required, in applying to the City of Atlantic Beach, Florida, for an application related to a Development Permit or other action pursuant to a: I:j Zoning Variance ❑ Appeal CO Use -by- Exception 0 Fence or Pool Permit ❑ Re nning • ® Sign Permit ❑ Plat or Replan Other 5pehr,t, 1°blrr AUTHORIZED BY Slpnetwre of er • Print e hda G G t ignmure Pant N O ? S & 4p g8P6 o 93a --6 YI `'( Te N THIS SPACE FOR RECORDER'S OWNER USE ONLY In el: k • Date: ®I 4OS _,, movie!, . 'yak in th - C. . N‘ 14P�^8NIete y Fag I ' ',I ppeared r ' .,./147; IM • �• � � t * ' 1 My cemmisiton expires: 1) Q� � : •��,gtOk i, Personalty Known: 1 1 Produced Identlk Lion: _ 17.417/ •t f l:.. - Y t PUBLIC 1 i ' • 6j85 - 44a t4OB) uoizeswo. pue smued daa:ao so oZ Vet•" • best t e■r = c buttb . -. contractor_ TRANSMITTAL To: j f ho-�.•l � # / �../ ° Fax: 1 Out Z11 Phone: Front: Chris Hildebrand Phone: (206) 910 -3402 Fax: (206) 932 -6840 Email: inform @grindltne.com Date ( Zo t"+ 5� Subject ',t >M Q Herewith ❑ Via Email Q Under separate cover ay facsimile C Copies of l Pages not including this cover for your: Processing 0 Review and response Q Distribution to others Q URGENT RESPONSE ❑ Correction ❑ Files Notes and special instructions: 1 w1( , (VA) i t 4 ,.- . • !4056 23n' Ave. SW Seattle, WA 98106 o Office: (206) 932-6414 Cell: (206) 910-3402* Fax: (206) 932/6840 ! www.grinclli!+e_. com `