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Home My WebLink About2025 SurveyINTERNATIONAL C & C CORPORATION v N 14'-011 LETTER FRONT DETAIL SCALE: 1 /2"= V-0" ONE (1) SET OF FRONT LIT, PLEX FACE CHANNEL LETTERS ON RACEWAY. 28.0 SQUARE FEET. 34.66 X 17.25 = 597.88 X 7.50% = 44.84 SQUARE FEET ALLOWED. ONE (1) 20 AMP 120 VOLT CIRCUIT REQUIRED ON TIMER. J-BOX BEHIND WALL. COLOR SCHEDULE. 0 WHITE TRANSLUCENT PLASTIC VINYL TO MATCH FACES PMS 186 C RED WHITE RACEWAY RETURNS & SW 7547 JEWELITE SANDBAR BUILDING !EASTA-IAI EXIT ELEVATION 3- SCALE:1/8"=T-0" DBA: SIGN X-PRESS 1 5" ,_ 3 th" %NSERNATI0N4t '+wF ql *'••/� -5 10831 Canal Street Seminole, FL 33777 7 1-727-541-5573 Fax: 1-727-544-7745 ' LIC. *ES 12000419 www.intiSign.com ii Client: 1 BIG DAN'S CAR WASH 1i fi 1979 U.S. HWY.. 1 SEBASTIAN, FL. 32958 2 . SIDE LETTER SECLION SCALE: N.T.S. Date: MATERIAL DESCRIPTION I NOVEMBER 20, 2024 M1 ALUMINUM RETURNS AND BACKS. FINISH TO BE WHITE. Drawing Number: INSIDE OF LETTERS TO BE WHITE. K24150-SEBASTIAN FL M2 V WHITE JEWELITE TRIM -CAPS. M3 WHITE PLASTIC FACES WITH PERFORATED VINYL. Revisions: M4 WHITE L.E.D. STRIPS MOUNTED INSIDE OF LETTERS. DATE: DESCRIPTION: M5 FLEX CONDUIT 0 00-00 ' NR M6 L.E.D. STRIPS TO BE MOUNTED TO RETURNS OR BACKS OF NR CHANNEL LETTERS WITH V.H.B. TAPE AND SILICONE. Q 00 00 M7 1/4" WEEP HOLES AS REQUIRED. Q 00-00 NR M8 MOUNTING HARDWARE (TYPE TO BE DETERMINED BY WALL NR IQ 00-00 CONSTRUCTION). NR M9 (120 VOLT) L.E.D. POWER SUPPLIES INSIDE OF RACEWAY ON IQ 00-00 SLIDE OUT SLOT PANEL THROUGH END. NR M10 DISCONNECT SWITCH. 0000 M11 PRIMARY ELECTRICAL LEADS, POWER TO SIGN BY OTHERS. Q 00-00 NR M12 31/2" X 6" EXTRUDED ALUMINUM RACEWAY. FINISH TO BE 00-00 NR SPRAYED TO MATCH BUILDING. Sales Person: WILL GRIFFIN Scale: AS NOTED Drawn by: 0. BARNITZ CLIENT/LANDLORD APPROVAL ❑ APPROVED ❑ APPROVED AS NOTED ❑ REVISE AND RESUBMIT Signature: DOEP a �j SIONATIIflE AOOVE ACKNOWLEDGES THAT ALL SPECIFICATIONS AND C�J DIMENSIONS ON THESE DRAWINGS ARE UNDERSTOOD AND CORRECT. 9 0 AAcV THIS IS AN ORIGINAL'DRAWING PROVIDED ® AS PART OF A RLAII1E4 PROJECT AND IS NOT TO BE EXHIBITED ' CUPIED I* REPRODUCED WITHOUT THE WRITTEN PERMISSION OF INTERNATIONAL4 SIGN`i ANY OR IT'S AUTHORIZED AGE RIGHTS RESERVED. L�1 SIGNS WILL COMPLY TO FLORIDA BUILDING CODE 2023 (8TH EDITION) PRIMARY ELECTRICAL POWER TO SIGN TO BE BY OTHERS. ALL POWER TO BE 120 VOLT UNLESS OTHERWISE STATED. �ASTec ELECTRICAL TO USE 10 L. MET ,. U. AND $HALLTED ETALLCOMPONENTS us AND SHALL MEET ALL EZTz429 N.E.C. STANDARDS SIGN MUST BE GROUNDED IN COMPLIANCE WITN ARTICLE 600 OF THE NATIONAL ELECTRIC CODE SHEET NO. 101 M -0 -< LETTER FRONT DETAIL SCALE: 1/2"=1'-O" ONE (1) SET OF FRONT LIT, PLEX FACE CHANNEL LETTERS ON RACEWAY. 60.0 SQUARE FEET. ONE (1) 20 AMP 120 VOLT CIRCUIT REQUIRED ON TIMER. J-BOX BEHIND WALL. CODE: 17.25 X 106.0 = 1,828.50 X 3.75% = 68.56 SQUARE FEET ALLOWED. COLOR SCHEDULE: 0 L� WHITE TRANSLUCENT WHITE RACEWAY PLASTIC VINYL TO MATCH RETURNS 8 SW 7547 FACES PMS 186 C JEWELITE SANDBAR RED .- BUILDING WORTH,, ELEVATION SCALE: 3/32"= V-0" 20'-0" 5" 3 T/2° 1�-12 AA-3�� -7 M_1 ui - 19fi , SIDE LETTER SECTION SCALE: N.T.S. MATERIAL DESCRIPTION M1 ALUMINUM RETURNS AND BACKS. FINISH TO BE WHITE. INSIDE OF LETTERS TO BE WHITE. M2 1" WHITE JEWELITE TRIM -CAPS. M3 WHITE PLASTIC FACES WITH RED TRANSLUCENT VINYL. M4 WHITE L.E.D. STRIPS MOUNTED INSIDE OF LETTERS. M5 FLEX CONDUIT. M6 L.E.D. STRIPS TO BE MOUNTED TO RETURNS OR BACKS OF CHANNEL LETTERS WITH V.H.B. TAPE AND SILICONE. M7 1/4" WEEP HOLES AS REQUIRED. M8 MOUNTING HARDWARE (TYPE TO BE DETERMINED BY WALL CONSTRUCTION). M9 (120 VOLT) L.E.D. POWER SUPPLIES INSIDE OF RACEWAY ON SLIDE OUT SLOT PANEL THROUGH END. M10 DISCONNECT SWITCH. M11 PRIMARY ELECTRICAL LEADS, POWER TO SIGN BY OTHERS. M12 3'/2" X 6" EXTRUDED ALUMINUM RACEWAY. FINISH TO BE SPRAYED TO MATCH BUILDING. INTERNATIONAL C & C CORPORATION DBA: SIGN X-PRESS `Nj ERNATI Oly,4 t 'gip 10831 Canal Street Seminole, FL 33777 1-727-541-5573 Fax: 1-727-544-7745 LIC. #ES 12000419 www.intiSign.com Client. BIG DAN'S CAR WASH 1979 U.S. HWY.. 1 SEBASTIAN, FL. 32958 Date: NOVEMBER 20, 2024 Drawing Number. K24150-SEBASTIAN FL Revisions: DATE: DESCRIPTION: Q oo-oo NR © 00-00 NR p oo-oo NR IQ 00-00 NR NR © 00-00 00-00 NR p oo-ao NR 00-00 NR Sales Person: WILL GRIFFIN Scale: AS NOTED Drawn by: O. BARNITZ CLIENT/LANDLORD APPROVAL ❑ APPROVED ❑APPROVED AS NOTED ❑ REVISE AND RESUBMIT Signatures• Titles Date - SIGNATURE ABOVE ACNNOWLEOGES THAT ALL SPECIFICATIONS AND DIMENSIONS ON THESE DRAWINGS ARE UNDERSTOOD AND CORRECT. THIS IS AN ORIPINAVIMRAWING PROVIDED AS PART OF A "NNW,_PkO#CT AND IS NOT TO BE EXHIBITED, COPIED OR REPRODUCED WITHOUT THE WRITTEN MISSION OF INTERNATIONALoSlIlk""C M ANY OR ITS AUTHORIZED AGENTS IA t`*GHTS RESERVED. SIGNS WILL COMPLY TO FLORIDA BUILDING CODE 2023 (STH EDITION) PRIMARY ELECTRICAL POWER TO SIGN TO BE BY OTHERS. ALL POWER TO BE 120 VOLT UNLESS OTHERWISE STATED. ..`STFc ELECTRICAL TOUSE MET U.L. LISTED COMPONENTS us AND SHALL MEET ALL E212a29 N.E.C. STANDARDS IF SIGN MUST BE GROUNDED IN COMPLIANCE WITH ARTICLE 600 OF THE NATIONAL ELECTRIC CODE. SHEET NO. 102 LETTER FRONT DETAIL SCALE: 3/<"= V-0" ONE (1) SET OF FRONT LIT, PLEX FACE CHANNEL LETTERS ON RACEWAY. 21.0 SQUARE FEET. 34.66 X 17.25 = 597.88 X 3.75% = 22.42 SQUARE FEET ALLOWED. ONE (1) 20 AMP 120 VOLT CIRCUIT REQUIRED ON TIMER. J-BOX BEHIND WALL. COLOR SCHEDULE. 3' BU/LD/NGIWEST) ENTRYELEVATION �_. SCALE:1/8"=V-0" I 'i/i' I SIDE LETTER SECTION _ SCALE: N.T.S. MATERIAL DESCRIPTION_ M1 ALUMINUM RETURNS AND BACKS. FINISH TO BE WHITE. INSIDE OF LETTERS TO BE WHITE. M2 V WHITE JEWELITE TRIM -CAPS. M3 WHITE PLASTIC FACES WITH PERFORATED VINYL. M4 WHITE L.E.D. STRIPS MOUNTED INSIDE OF LETTERS. M5 FLEX CONDUIT. M6 L.E.D. STRIPS TO BE MOUNTED TO RETURNS OR BACKS OF CHANNEL LETTERS WITH V.H.B. TAPE AND SILICONE. M7 1/4" WEEP HOLES AS REQUIRED. M8 MOUNTING HARDWARE (TYPE TO BE DETERMINED BY WALL CONSTRUCTION). M9 (120 VOLT) L.E.D. POWER SUPPLIES INSIDE OF RACEWAY ON SLIDE OUT SLOT PANEL THROUGH END. MID DISCONNECT SWITCH. M11 PRIMARY ELECTRICAL LEADS, POWER TO SIGN BY OTHERS. M12 3 1/2" X 6" EXTRUDED ALUMINUM RACEWAY. FINISH TO BE SPRAYED TO MATCH BUILDING. INTERNATIONAL C & C CORPORATION OBA: SIGN X-PRESS �01 6 RNATIONA • FLORI A +� 10831 Canal Street Seminole, FL 33777 1-727-541-5573 Fax: 1-727-544-7745 L/C. #ES 12000419 www.intiSign.com Client: BIG DAN'S CAR WASH 1979 U.S. HWY.. 1 SEBASTIAN, FL. 32958 Date: NOVEMBER 20, 2024 Drawing Number. K24150-SEBASTIAN FL Revisions: DATE: DESCRIPTION: 0 00-00 NR Q 00-00 NR E1_DO-00 NR Q 00-00 NR 00 00 ~ NR 0 00-00 NR Q OD-oo NR Q 00-00 . NR Sales Person: WILL GRIFFIN Scale: AS NOTED Drawn by: O. BARNITZ CLIENTJLANDLORD APPROVAL ❑ APPROVED ❑ APPROVED AS NOTED O REVISE AND RESUBMIT Signatures• _ Title: Date, SIONATURE ABOVE ACKNOWLEDGES THAT ALL SPECIFICA71ONS AND DIMENSIONS ON THESE DRAWINGS ARE UNDERSTOOD AND CORRECT. THIS IS AN ORIWNAE DRAWING PROVIDED AS PART OF A PWNEDTADIIECT AND IS NOT TO BE EXHIBITED,fgOPIED Oil REPRODUCED WITHOUT THQ,*TTENI MISSION OF INTERNATIONASI90,CO;MPANY OR IT'S AUTHORIZED AGENTS PLC%RIGHTS RESERVED. SIGNS WILL COMPLY TO FLORIDA BUILDING CODE 2023 (8TH EDITION) PRIMARY ELECTRICAL POWER TO SIGN TO BE BY OTHERS. ALL POWER TO BE 120 VOLT UNLESS OTHERWISE STATED. ��srec ELECTRICAL TO USE NIA { U.L. LISTED COMPONENTS c us AND SHALL MEET ALL E212429 N.E.C. STANDARDS IN SIGN MUST BE GROUNDED IN COMPLIANCE WITH ARTICLE 600 OF THE NATIONAL ELECTRIC CODE SHEET NO. 103 (D M • LETTER FRONT DETAIL SCALE: 1/2"=V-0" ONE (1) SET OF FRONT LIT, PLEX FACE CHANNEL LETTERS ON RACEWAY. 60.0 SQUARE FEET. ONE (1) 20 AMP 120 VOLT CIRCUIT REQUIRED ON TIMER. J-BOX BEHIND WALL. CODE: 17.25 X 106.0 = 1,828.50 X 3.75% = 68.56 SQUARE FEET ALLOWED. COLOR SCHEDULE: i i i WHITE TRANSLUCENT WHITE RACEWAY PLASTIC VINYL TO MATCH RETURNS 8 SW 7547 FACES PMS 186 C JEWELITE SANDBAR RED BUILDING 'SOUTH, ELEVATION 3 SCALE:3/32"=V-0" OIL 2b'-We APP 1► fi e 1 5" I 3 '/21 [LI---'— — M-5 M 4i� _ M-11 ILI:YJ I- Tl1n/ - ____ J � SIDE LETTER SECTION ? SCALE: N.T.S. MATERIAL DESCRIPTION M1 ALUMINUM RETURNS AND BACKS. FINISH TO BE WHITE. INSIDE OF LETTERS TO BE WHITE. M2 1" WHITE JEWELITE TRIM -CAPS. M3 WHITE PLASTIC FACES WITH RED TRANSLUCENT VINYL. M4 WHITE L.E.D. STRIPS MOUNTED INSIDE OF LETTERS. M5 FLEX CONDUIT. M6 L.E.D. STRIPS TO BE MOUNTED TO RETURNS OR BACKS OF CHANNEL LETTERS WITH V.H.B. TAPE AND SILICONE. M7 1/4" WEEP HOLES AS REQUIRED. MB MOUNTING HARDWARE (TYPE TO BE DETERMINED BY WALL CONSTRUCTION). M9 (120 VOLT) L.E.D. POWER SUPPLIES INSIDE OF RACEWAY ON SLIDE OUT SLOT PANEL THROUGH END. M10 DISCONNECT SWITCH. M11 PRIMARY ELECTRICAL LEADS, POWER TO SIGN BY OTHERS. M12 3 Yi' X 6" EXTRUDED ALUMINUM RACEWAY. FINISH TO BE SPRAYED TO MATCH BUILDING. INTERNATIONAL C & C CORPORATION DBA: SIGN X-PRESS `N�ERf�lATl0/�A4 F ORIOA i 10831 Canal Street Seminole, FL 33777 1-727-541-5573 Fax: 1-727-544-7745 LIC. #ES 12000419 www.ititiSign.com Client: BIG DAN'S CAR WASH 1979 U.S. HWY. 1 - — SEBASTIAN, FL. 32958 ■ Date: NOVEMBER 20, 2024 Drawing Number: K24150-SEBASTIAN FL Revisions: DATE: DESCRIPTION: Q 00-00 NR 00-00 �NR IQ p oo-oo NR IQ 00-00 NR IQ 00-00 NR 0 00_00 NR u Dom NR 00-NR 00 Sales Person: WILL GRIFFIN Scale: AS NOTED Drawn by: 0. BARNITZ CLIENTILANDLORD APPROVAL ❑ APPROVED ❑ APPROVED AS NOTED ❑ REVISE AND RESUBMIT Signature, Title: Date: SIGNATURE ABOVE ACKNOWLEDGES THAT ALL SPECIFICATIONS AND DIMENSIONS ON THESE DRAWINGS ARE UNDERSTOOD AND CORRECT. THIS IS AN ORIPWAT:-DRAWING PROVIDED AS PART OF A PJLhNNE,p PRO0ECT AND IS NOT TO BE EXHIBIIEO,`'COPIbB OR REPRODUCED WITHOUT THE WRITTEN; PERMISSION OF INTERNATIONAL SIGM-1 OMPANY OR ITS AUTHORIZED AGEMtAiAIGHTS RESERVED. SIGNS WILL COMPLY TO FLORIDA BUILDING CODE 2023 (8TH EDITION) PRIMARY ELECTRICAL POWER TO SIGN TO BE BY OTHERS. ALL POWER TO BE 120 VOLT UNLESS OTHERWISE STATED. �`sTEo ELECTRICAL TO USE 10 MET s U.L LISTED COMPONENTS T: us AND SHALL MEET ALL E2112a29 N.E.C. STANDARDS SIGN MUST BE GROUNDED IN COMPLIANCE WITH ARTICLE 600 OF THE NATIONAL ELECTRIC CODE. SHEET NO. 104 - C? N a m H CA TOWARDS ROAD 110010- 14'-0" 41_9II t 8 '-311 6" A B C D 1 T.B. D. 4 MONUMMNT FRONT ELEVATION SCALE: 3/8"=1'-0" ONE (1) DOUBLE FACE, INTERNALLY ILLUMINATED MONUMENT SIGN. 67.16 SQUARE FEET. 68.16 SQUARE FEET ALLOWED. NONE WHITE TRANSLUCENT TRANSLUCENT BASE CABINET SW 7006 PLASTIC VINYL TO MATCH VINYL TO MATCH SW 7535 DARK BLUE EXTRA WHITE FACES PMS 2768 C PMS 186 C SANDY PMS 2768 C DARK BLUE RED RIDGE 0 ROOF TO MATCH BUILDING T.B.D. FABRICATED ALUMINUM ROOF FINISH TO MATCH BUILDING. CABINET TO HAVE ALUMINUM OVER INTERNAL ANGLE, ALL WELDED FRAME. 2" ALUMINUM ANGLE FACE RETAINERS AND DIVIDER BARS. CABINET TO BE INTERNALLY ILLUMINATED WITH WHITE L.E.D. STRIPS AND 120 VOLT POWER SUPPLIES. FLAT WHITE PLASTIC FACES WITH VINYL ON FIRST SURFACE. READER BOARD FACES TO HAVE 4 ROWS OF 6" ZIP CHANGE TRACK BONDED TO FACES. 3" X 3" ALUMINUM REVEAL. DISCONNECT SWITCH AT BASE OF SIGN. POWER TO SIGN TO BE BY OTHERS. ONE (1) 20 AMP. 120 VOLT CIRCUIT REQUIRED DEDICATED TO SIGN ONLY. BASE TO HAVE ALUMINUM OVER INTERNAL ANGLE, ALL WELDED FRAME. FINISH TO BE SIMULATED STUCCO.8" CUT OUT WHITE ADDRESS NUMBERS. SUPPORTS: ASTM A538 ROUND STEEL SUPPORTS. SIZE TO BE DETERMINED BY STATE CERTIFIED ENGINEER. "ONCRETE FOUNDATIONS. SIZE TO BE DETERMINED BY STATE CERTIFIED ENGINEER. 6" 2'-0" 6't I T.B.D. MONUMENT SIDE ELEVATION SCALE: 3/8"= V-0" '/2" BOLTS 2" X 3/16" ALUMINUM ANGLE, ALL WELDED FRAME t_ l -1 2" X 3/16" STEEL ANGLE, ALL WELDED CRADLES 3" X 3/16" STEEL ANGLE CLIPS WELDED TO CRADLE AND WELDED TO PIPE =1777-1ROUND ASTM A53B STEEL �r'1 G1- _ PIPE FROM GRADE AND THROUGH CABINET CRADLE SECTION /7' BOLTS SCALE: NOT TO SCALE INTERNATIONAL C & C CORPORATION DOA: SIGN X-PRESS �NZf-RNATI®lyq� -'! FLORIDA,A 10831 Canal Street Seminole, FL 33777 1-727-541-5573 Fax: 1-727-544-7745 LIC. #ES 12000419 www.intiSign.com Client: BIG DAN'S CAR WASH 1979 U.S. HWY. 1 SEBASTIAN, FL. 32958 Date: NOVEMBER 20, 2024 Drawing Number: K24150-SEBASTIAN FL Revisions: DATE: DESCRIPTION: 0 00-00 NR © Oo-00 NR Q oo-oo NR inoo-oo NR p oo-oo NR NR M 00-00 00-00 NR 00_00 NR Sales Person: WILL GRIFFIN Scale: AS NOTED Drawn by: O. BARNITZ CLIENT/LANDLORD APPROVAL ❑APPROVED ❑ APPROVED AS NOTED ❑ REVISE AND RESUBMIT Signature, Title, Date - SIGNATURE ABOVE ACKNOWLEDGES THAT ALL SPECIFICATIONS AND DIMENSIONS ON THESE DRAWINGS ARE UNDERSTOOD AND CORRECT. THIS IS AN ORIGWK:91RIIWING PROVIDED AS PART OF A "NNE R1i0ECT AND IS NOT TO BE EXHIBTTf0,4t0PI@D Ofi REPRODUCED WITHOUT THE Vit'ftITTEN PERMISSION OF INTERNATIONAL,SIW COMPANY OR IT'S AUTHORIZED AGE*&; 4IIGHTS RESERVED. SIGNS WILL COMPLY TO FLORIDA BUILDING CODE 2023 (8TH EDITION) PRIMARY ELECTRICAL POWER TO SIGN TO BE BY OTHERS. ALL POWER TO BE 120 VOLT UNLESS OTHERWISE STATED. �AsrEa ELECTRICAL TO USE 10 MET U.L. LISTED COMPONENTS c us AND SHALL MEET ALL E;212429 N.E.C. STANDARDS SIGN MUST BE GROUNDED IN COMPLIANCE WITH ARTICLE 600 OF THE NATIONAL ELECTRIC CODE. SHEET NO. 105 FLAG POLE - 25'-0" 5" - 14 gauge spun aluminum ball gold anodized Single sheave truck, cast aluminum revolving, non -fouling type 2 Bronze swivel snaps with covers _ per halyard 1 Set of halyard: #10 poly 1 - 9" Cast aluminum cleat 3000 PSI concrete Model ECH25 Hardwood wedges (supplied by others) Dry sand tightly tamped after aligning pole Foundation sleeve -16 ga hot dip galvanized steel Steel centering wedges I t 1/4" Steel base plate ON- 1/4" Steel support plate welded to grounding spike 16" H 36" DIA. s A 1, t LM L f M 0) 1 CIO E 0 C O LL. A A A 0 Cn N s Q N 0 Q x W 0 M 0 ao N s CD C m m 7 H to EXEMPT FROM -PERMITS Truck Detail Aluminum body Stainless steel ball bearings Aluminum sheave Cast aluminum spindle All shafts with overall length of more than 38'-6" are shipped in two sections. Each section matched marked for field assembly. Exposed portion of jam sleeve must be well lubricated prior to assembly. 1-1/2" maximum shop gap allowed for field fitting (ram for tight joint) 1")=O.4P -® 5' X 8' F LAG shill LEONLTTE 30W LED Bullet Spotlight with Knuckle Mount, 22°Focused Flag Pole Light, 120-277V Commercial Outdoor Weatherproof Landscape Light, 400oLM, 5000K Daylight, UL- Listed ®' T®r- F79RG PrtS'a'N ±N90o to 0'0 ceder, cRz.$125 A--G"il wog+ al.Fd the All &ku Pr.re CWd Till w a P1V. FNwd L.E9NIJTE 10.1"i SAt Al S" Moil ugIxft.til wal smisl TWO (2) L.E.D. SPOT LIGHTS PROVIDED - POWER TO FLAG POLE TO BE BY OTHERS. ONE (1) 20 AMP. 120 VOLT CIRCUIT REQUIRED ON TIMER. r TWO (2) WEATHERPROOF OUTLET BOXES WITH 3/4" THREADS AND FRONT COVERS WITH GASKETS MOUNTED IN FRONT OF FLAG POLE TO BE BY OTHERS. INTERNATIONAL C & C CORPORATION DBA: SIGN X-PRESS �NTEFtNATIOfy.4 \• L RI 10831 Canal Street Seminole, FL 33777 1-727-541-5573 Fax: 1-727-544-7745 LIC. #ES 12000419 www.intiSign.com Client: BIG DAMS CAR WASH 1979 U.S. HWY. 1 SEBASTIAN. FL. 32958 Date: NOVEMBER 20, 2024 Drawing Number: K24150-SEBASTIAN FL Revisions: DATE: DESCRIPTION: 00_00 NR ■ 00_00 NR 0 00_00 NR 0 00_00 NR 0 00-00 NR 00-00 NR 00_00 NR 00-00 NR Sales Person: WILL GRIFFIN Scale: AS NOTED Drawn by: 0. BARNITZ CLIENT/LANDLORD APPROVAL ❑ APPROVED ❑ APPROVED AS NOTED ❑ REVISE AND RESUBMIT Signatul Title, Date• SIGNATURE ABOVE ACKNOWLEDGES THAT ALL SPECIFICATIONS AND DIMENSIONS ON THESE DRAWINGS ARE UNDERSTOOO AND CORRECT. malls I THIS IS AN ORIGINAL-'TiDAWING PROVIDED AS PART OF A tyIN ,PERkPRI14ECT AND IS NOT TO BE EXHIBITED; COPIED OR REPRODUCED WITHOUT THE WRITTEN. PIERMISSION lie" - INTERNATIONAL, 'SIGIi=_COAYIPANY OR ITS - AUTHORIZED AGEMEJUI IGHTS RESERVED. SIGNS WILL COMPLY TO FLORIDA BUILDING CODE 2023 (8TH EDITION) PRIMARY ELECTRICAL POWER TO SIGN TO BE BY OTHERS. ALL POWER TO BE 120 VOLT UNLESS OTHERWISE STATED. #ELECTRICAL TO USE F UA LISTED COMPONENTS N AND SHALL MEET All F112410 N.E.0 STANDARDS SIGN MUST BE GROUNDED IN COMPLIANCE WITH ARTICLE 600 OF THE NATIONAL ELECTRIC CODE SHEET NO. 106 1 N GROUND MOUNTED AG. UNITE - TO T'.E BCAEEENE•L LUM da" WI I SOLID FVr FENCE, COLCM TAN = ----- r LL SIGN—. 1- 1----------- ---- =----- -----'---------- -------------------------------------- 1 ►------------- ------ _ - - - ■ WALL SIGN - WO WEATHERPROOF -BOXES IN RON i PG I 'LED BULL LIGHTS Ili TIC rL on Yam' *-" or WALL SIGN WALL SIGN o� o -� o o I } I I 1 rMONUMCNT SIGN ° cL - - - - - - -_- - - - - - - - - - - - --=-_----_-------_�=--� 1 ,4GG� 33 ie0,4a 01 30' 60' SCALE: 1"=30`-0" INTERNATIONAL C & C CORPORATION DBA: SIGN X-PRESS ,Nj ERN ATI ONq , �yy�• L RI 10831 Canal Street Seminole, FL 33777 1-727-541-5573 Fax: 1-727-544-7745 LIC. #ES 12000419 www.intiSign.com Client: BIG DAN'S CAR WASH 1979 U.S. HWY. 1 SEBASTIAN, FL. 32958 Date: NOVEMBER 20, 2024 Drawing Number. QK24150-SEBASTIAN FL Revisions: DATE: DESCRIPTION: NR O 0 oaoo ■ oo-oo NR NR ■ oaoo (� 00-00 NR 00-00 NR J 00-00 NR U 00-00 NR U ■ NR oo-oo Sales Person: WILL GRIFFIN Scale: AS NOTED Drawn by: O. BARNITZ CLIENT/LANDLORD APPROVAL ❑ APPROVED ❑APPROVED AS NOTED ❑ REVISE AND RESUBMIT Signatu", 111, Date• SIGNATURE MOW ACKNOWLEDGES THAT ALL SPECIFICATIONS AND DIMENSIONS ON THESE ORAWINGS ARE UNDERSTOOD AND CORRECT. THIS IS AN ORIGINAL-4RAWING PROVIDED • AS PART OF A PLANHEO,,P,RO;IECT AND IS NOT TO BE EXHIBITED,, -COPIED O REPRODUCED WITHOUT THE VOTTEH, P MISSION OF INTERNATIONAL' SEGIf OAV4PANY OR IT'S AUTHORIZED AGEN10LABC4IIGNTS RESERVED. SIGNS WILL COMPLY TO FLORIDA BUILDING CODE 2023 (STH EDITION) PRIMARY ELECTRICAL POWER TO SIGN TO BE BY OTHERS. ALL POWER TO BE 120 VOLT UNLESS OTHERWISE STATED ELECTRICAL TO USE COL' L, LISTED COMPONENTS AND SHALL MEET ALL E.-IIA2'� N.E.0 STANDARDS py SIGN MUST BE GROUNDED IN COMPLIANCE WITH ARTICLE 600 OF THE NATIONAL ELECTRIC CODE. SHEET NO. 107 a El )p,o Xp,D �,D Xp.o �.D ,o l.o Xp,o l.o Xp,a I,o Xp,O l.o .D .o Xo;a ,o XD,o �1.D Xp.o XD.D Xo,o Xp.a ,p .o Xo.o .O ,o ,o Xp.D Xa,o Xo,D )p X0.0 X0,0 XD.O Xp.O X0,0 ,o X0,0 Xp.O XO,o XpA .o Xp,o �J.O 7,0 �l.o Xp,O Xp.a X0:0 XJJ,D Xd,D �J,O X0.0 X0,0 XD.O >l,o )p XO.0 )p.D Xp,D X0,0 )p Xa,O �.o >F0 X0.0 J,O Xo.O XD,O 1.0 XD.O .0 XpA Xp.O 0 1,D .0 Xp,O >�,0 1.0 >1.D Xp,O X0:0 XtJA J,O Xp,O X0,0 >F0 XD.O XI1,0 ).0 >p )p )l,o Xp,D XA,o )p,0 )1,o X0,0 )1,0 X0,0 >p X0.0 X0,0 X,a Xo,O X0.0 Xp,O Xp.O >p XQ,O )p'o XO,o >l,o )p XD.O >p >1,0 XD,D X3.0 x1).0 Xp,D xj1,0 >p X0.0 )p X().o >p XOA XD,O >p >�.D X0.0 Xp.O X1.0 XDA > J.1 X0.1 XD,1 .1 XD,1 ,1 ,0 X0.1 Xp,l �:i >p ) 3.o Xp,l X0.1 X0.1 xsI,1 Xo1 Xo1 X0.1 X,0.1 >p X0.1 Xa1 X0.1 >p X0,1 Xp1 Xp.l >p >p X0.1 XD1 Xo.l Xp,l 0.0 XQ D XG1;D X0.0 XD,O XD.O Xa,O Xi).0 >p XOA X0.0 Xp,O >1 X0.1 X0.1 X11.2 Xp,3 >�.6 >p.5 > ].l > .A > ]3 >�,2 >�,1 XP.3 X0.1 >j),1 ) .A Xp,6 Xp.4 )j):2 Xp.2 X0.2 X,01.2 >�,3 Xo,3 XQ,4 XP,5 Xp,5 Xp,4 X03 > 7.3 >, ,3 X0,3 Xp.4 > .A >,3 X0.2 Xp.2 >l.i ' XD.D )jI,0 X0,0 XD.o D 0 X 0 0 1 PROPERTY LINE_' - - - - - - - - - � � � > _ T P£ 'S51' _� TYPE '861' TYPE 55J.�' _ TYPE '581, ! 3 -4" al3'-4' ®13 4 n 8 XD,O X(7,0 X0,0 XQ,O. �.1 Xo` tYPE 5 ' rQ. 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X0,0 XD.O .o l.D ,0 Xtl.o X X p,D ,o ,D Xp,O Xp,O 7.0 X0.0 Xp,O X0.0 XQ o X1.0 XIiA Xp,o >P XJ7,1 Xp,O Xp.o >P Xl:o " �A _ I D. XD,D XQ.O XOA Xa,D �,o X0,0 �.0 >P X:0 XO.a �.0 X -0 �J.o ., tl' X0,0 >F11 XO,o )F, )p XOA XA.o X0,0 XO,a XD,D j1.0 >l,o Xp.o X0,0 X0,a Xp.o x;1.0 >�,0 >p >p X0,0 X0,0 >p >p >1.0 >p Xp.D XO,o X0,0 )�.a X0,0 X1.0 Xp,O X 0 Xfl.O Xp.O XD.O >F XO,O XO.D XO,o X-0.0 X0,0 XO.o >P XD.o ,0 X0.0 XO.o X0.0 XO.o )P X.D X X0.1 XO.O >P �,D p,D >P �l,D XO.D >P>P>P >P>PXD,a X1,0 >PXA.o >PXD.D >PXo,o >P >P �,o >P >P Xp,O >PXp,o XD,D .o >p X0.0 >p )p )p Xp.o Xp,o 1.0 )p >p .D )p Xa.o X0.0 >p >p.o GARLAND D °w"„-11.o";,°jm, PATTERSONa`' PHOTOMETRIC PLANS --.-RAL NDTEE. Statistics I. THE INSTALLATION OF LIGHT FIXTURES AJD POLED SHALL 13E IN ACCORDANCE WITH THE MANFACTUIER'S RECOMMENDATIONS, om-lptTOT 9ymtaal Avg Max Min Max/MM I Avg/Min i LOCAL AND STATES CODED AND IEOUIREMEFNTS. 2. PHOTOMETRIC ANALYSIS IS BASED ON LIGHTING FIXTURES SHOW I PaNUifg Lot + - 32 fa 112 fc LID fc 112:1 35.1 � ON THE PWOTOMETRICS DRAWINGS. IF DIFFERENT FIXTURES ARE I PayetatIO,, canopy I ❑ 12.4 fc 140 f0 113 f0 13:1 ` I. =1 LV SELECTED, THE PHOTOMETRIC PLANS MUST BE ANALYZED AGAIN AND SUBMIT TO THE BUILDING PERMIT DEPARTMENT TO VERIFY I YacWYT Canopy ❑ I 1 l � H� ODMPLIAANCE WIT" ALL APPLICABLE LOCAL AND STATE CODES -I 135 re 1-10 Fe 10.s fe Ib=1 12=1 H AND ORDINANCES. I Yacaun Canopy-. ❑ 145 fc 16.5 fc 105 fc Ib=1 IAzl I 3. COORDINATE SITE LIGHT POLE LOCATIONS WIT" LANDSCAPE I..-- Llne X 00 F. 10 F. 00 fG N/A I NIA ARCHITECT AND PLANS, CIVIL ENGINEER AND PLANS, AND OTHER THIS LIGHITING PATTERN REPRESENTS ILLUMINATION LEVELS CALCULATED FROM LABORATORY DATA TRADES AND PLANS TO MACE CERTAIN THAT POLE LOCATIONS TAKEN UNDER CONTROLLED CONDITIONS IN ACCORDANCE WITH ILLUMINATING ENGINEERING SOCIETY DO NOT IMFEDE ON PA2CING AND SITE UTILITY FUNCTIONS. APPROVED METHODS. ACTUAL PERF012MANCE OF ANY MANUFACTURERS LUMINAIRE MAY VARY DUE TO VARIATION IN ELECTRUCAL VOLTAGE. TOLERANCE IN LAMPS, AND OTHER VARIABLE FIELD CONDMOND. �I 11 REASIONS BY ILb 17-24 GP Dsmaa�I�IG "', Dote: 08. 13. 24 Scale: AS NOTED Project Mgr. AC Drown: Job: 24-038 Sheet 101 SITE P140TOMTMC PLAN SCALE: IM°•I'-0° EP1 0 acHad.le Symbol Label b-5W S OTT Man4Faelwar 2 Stenbwe Lrghtrne 0-T4-15LOCK 5 Sternberg LTghUmq Catalog 1531LED-321.40T5- MOLOIB-FG B31LED-32L40T4- MDL014-FG-BL0C Deaerrptloa LN abQ I LagG LLF — _ 1531LED Decorative Large .m Omega Flxlwa Are I 16696 0.9 Ii Mm t, T5 Optic, N Fla, BM B31LF-P De true Large .ITa Omega Flxlure, Am I II610 05 1113 Manz, T4 Optle, N Fllar SM B-i2-BLOIX 2 St —bang LISMIrIy Er31LEP-24L40T2- B31LED Decorative Large •Im Orage Rxtwe, Am I 1232A 09 ITT MPL016-FG-5LOC Meant, T2 Optic, N FIMx Bin n 2, 124 ) BEGHELLI BX910LED4HTLOWT40N0-211V CANOPY LED LIGHT FIXTURE I 104 96 0.9 30 4 4 B ANP Llghtmg MBVF12HC16LDDW40K DECORATIVE MNI BELLA VISTA - I200° FLAIRS SHADE 1 bM 09 11.14 SSI LIGHT FIXTURE SCHEDULE NOTES: I. COORDINATE FINAL TYPES, FINISHES AND COLORS OF ALL LIGHT FIXTURES AND POLES WITH LOCAL LOC, ARCHITECT AND OWNER PRIOR TO ORDERING. 2. PROVIDE ALL REQUIRED SUPPOR75, HANGERS, ETC. FOR COMPLETE INSTALLATION. 3_ PHOTOMETRIC ANALYSIS 18 BASED ON THE LIGHTING FIXTURES SHOWN ON THE PHOTOMETRICS DRAWINGS. IF DIFFERENT LIGHT FIXTURES ARE SELECTED BY CONTRACTOR, THE PHOTOMETRIC PLAI5 MUST BE ANALYZED AGAIN AND SUBMIT TO THE BUILDING PERMIT DEPARTMENT TO VERIFY COMPLIANCE WITH ALL APPLICABLE LOCAL AND STATE CODES AND ORDINANCES- CONTRACTOR SHALL BE RESPONSIBLE FOR PAYING THE ARCHITECT AND ENGINEER (AMOUNT TED-) FOR ALL THE REQUIRED WORK A. FIXTURES ARE FURNISHED AND INSTALLED 67 GL_ 5. REFER TO OTHER ELECTRICAL SHEETS FOR ADDITIONAL REQUIwEMENTS. CONTROLLERS TIMERS AND SENSORS: I. ALL ELECTRICAL CIRCUITS FOR OUTDOOR LIGHTING SHALL HAVE MANUALLY CONTROLLED SWITCHES CONVENIENTLY LOCATED FOR MANUAL OPERATION. 2. LIGHT SENSORS SHALL AUTOMATICALLY TUBA OFF LIGHTS WHEN THEY SENSE ADEQUATE DAYLIGHT. 3. TIMERS SHALL AUTOMATICALLY TURN OFF AND TURN ON LIGHTS WHEN THEIR CLOCKS ARRIVE AT PRE-SET TIMES CORRESPONDING TO THE TIMES NEEDING THE LIGHTS. ALTERNATIVELY, THE CONTROLLER MAY DIM LIGHTS OR ALLOW FEWER LIGHTS TO REMAIN ON FOR SECURITY AND SAFETY. PER CITY OF SEBASTIAN FL LDG COL(� OF SI IC gtI �'' LLUMINA IES. POLE9 MID THE LHKE SHALL BE LIMITED TO DARK BRONZE. BI AC OR DARK GREEN (DECORATIVE FIXTL S ATTACHED TO I BUILDINGS AIRE EXEMPT FROM THE FIXiIUkE COLbR teillll$r7ENT� J Specaicafion Sheet rre.trxtm. ripe — ceaa.IraxN�,M1w - 1531LED-F-FG TY rW—'ft aereryaon 101 rrw conaaruallon rJ E l l L n�rinll tv'Features U orP sr�e F wew. '�` 'lp IT: C �. C ch% [ma,tr IF trYNno opxwwlcwmol acelacla ara.,,mcamml..... IE Omego� rtm � 1 / a 1531LMSM-R-SG xaam I 1 m1[ np 4 P-ep Ise I�oprw° _n' bon Ropw.prw Nm.gm eA rtllYM NlIaM,Fel■ Sternberg ° , .w� w . �0. N�we., ., , _.x. ,• m_.,�.w TYPE 'S-•' - SITE POLE DECORATIVE LIGHT FIXTURES Specifications MBVP12 P xR Fl.wwrye: emiep mi (D r j 6' MBVF12 LED 095 MBVFt2 M016Li10 W 40x RTCW Ea FC-4M-UNV a ,F.r t t - 7MBVF12 B UNV a _� p FwN �M oe w a at au° 1 -movwl apecc �x � ma,unwr,. - `. xi ew<e Pwwmuxow..repc.w JI �� wsw . w&t ' 511" rrox YwmtJ _ � a 6 m� m'awHca.. a.e.aawr.- Gu+pc r n,'ew cd'a'asprw�rssuw, xurerm 1 O 20.tl ANP Lt9Nin9N1 H8Na ad. TYew speuMalknsare Mi w,eaG mr Gawral pumase.mly.' wal w r1-800-548.3227 ANP er.ww margin mtnange muen.r or ewlpn. wlnml pep, mum, Ie Ptepae ANPlighting.eom TYPE '881'- WALL MOUNTED DECORATIVE LIGHT FIXTURE t Z " 1 POLE DETAIL NOTES: 212� T PROVIDE A 30' O DIRECT BURIAL ROLM STRAIGHT ALUMINI.: POLE FOR SITE LIGHTING DECORATIVE FIXTURES. THE POLES AND BASE, COMPLETE WITH MOUNTING DEVICE AND LUMINARIES IN PLACE SHALL BE CAPABLE OF WITHSTANDING A �.I SUSTAINED WIND VELOCITY OF NOT LESS THAN REQUIRED BY FLORIDA BUILDING 3' LO- CODE PROVIDE 513NM AND SEALED DRAWING5 BY A K-ORIDA STATE LICENSED PROFESSIONAL STRUCTURAL ENGINEER O PROVIDE REQUIRED BRACKET ARM AND ACCESSORIES COMPATIBLE WITH POLE DESIGN. O PROVIDE GROUND WIRE ATTACHED TO GROUND LUG OR THROUGH BOLT ON jJT'�1 y� BRACKET ARM, AND TO GROUND LUG ON LUMINAIRE. ® STANDARD RE S. MAKE WITH ALUMINUM COVER ATTACHED WITH STAINLESS STEEL I i MACi.INE 6CREW9. MAKE CIRCUIT SPLICES IN THIS HANDHOLE. 4 O BACIffILL WITH CONCRETE. 3000 PSI MIN. © PROVIDE CONDUIT ENTRANCE BELOW GRADE. Oj PROVIDE 10 AMP FNO SLOW BLOW FUSE. IY:1 O SPLICE &ROUND WIRES INSIDE HANDHOLE AND SECURELY BOND GROUND WIRES TO A CONTINUOUS STEEL BAR IN THE POLE. Qg PROVIDE 3/4 a DIA X I0'-C' COPPER CGROWJD ROD AT EACH POLE. PROVIDE -10 T. AWG, OU BAR_ GROUND WIRE FROM EACH LUMINAIRE AND BONDED TO GROUND RID (TYPICAL). PROVIDE THE CONCRETE POLE WITH A .4 AIYT STRANDED BARE I i COPPER CONDUCTOR BONDED TO STEEL BAR IN POLE AND TO Cs1W ND ROD. CONTRACTOR TO OBTAIN APPROVAL FROM LANDLORD, OWNER LOCAL AND STATE CODE AUTHORITIES AND ORDINANCES FOR THE TYPES, FINISHES, AND R£G2UIREMENTS OF THE LIGHT FIXTURES AND SITE POLES PRIOR TO ORDERING_ -ER GI"Y OF SEP-ASTIAN F '�S�j,�RL�L�G GOB OR OF SITE t iGl-TINGUMINARIES�L5 THE LI��N�LBE LIMITED TO DAIS BRON4 a_AGIC OR BARK GREEN (DEGOI�TIvE FIXTURES ATTACHED TO_BUILOING5 ARE EXEMPT FgOM THE FIXTURE COLOR MQUIREMENT1. Type: ertplrn ACCIAIOece nve --a, BX91OLED-ECO ms Orte°Num4Y tu.0lktl W ' WM Linn ArrakMPoL�umreiws. wtl w Ve mvluas nl e k°oalre wa, pprmwxe laatck6v. ■ M�ptPwsc.kmmmty�deuP PovEe mHPnam Newaa•we � 6YxCNYr acslareG,emaw mmwn.pw wa pnym,amk i m�npa.dKw ompN�am" ■ 2f 8auT mAlwra°el.xoknG° a�mwrriF:vn wows gM1lmYmtm Ua mrrm. ■ Lo: asla ppwaz6sm xo: s1Gomlp 6aPL lm ■ J rL'a- saw Kk tlw�l r (ACOeNI.aP l)—I.— (�I°•Fm Y01•GI ewk rig apWicaWns nchd'm'wa H0. t;A Inc x P.w�Oamn 0•C rp b6'C laz•F o a5'v). b vs_ p P- -emcv , ors 0' 9 epos .0 ■ wlc C' ellrs:a O6Wl wacM1esara egrea agbnwrere 4f�pdulipn F:em�m rtw �— CONFIGURATIONS Y"I 'Aril■ ""�'�"�LIxrY■W_••..• �•'•�- NMI wBI GKm 0 4(1) HT(AemV) L0 W130e(]0MR. 190V->rn• GLs.... a.. a�.w.. 9A'rpC BEN) HO 'NT361]S ) ]I �•+►NrM IOa �+aw.v-m r,e'• W.(i1aK) r•y.rs. •IIL'.�-raa eKu xT50ISAUK) el,l.�.- ae-..- __. tMlrwwF V saw r TECHNICAL INFORMATION ir.w raF AeM_ .+ Teri i:4MY-w�V ►�••.�ir.�twAr•a. w+rrwr n � •. m0i- N.rc�ea•,raraacu- Wt�wrrlrw.r..WNY« .>.. w..r. rY.N...xrrr,::an . ul�/a.aGT e,.IaeaNll.ne raaa- pe pSNurMu[seF'u4mNGCuileq SOYV°6ti q]xFlGUdnMaB TYPE 'GL'- VACUUM CANOPY LIGHT FIXTURES REVISIONS BY 6mm SIEOIIII GP G fiP. IFIL b+ rot �bUL Rd -a C O LL OgIR ��srs to Date: OIL 13. 24 Seale: AS NOTED Projaat Mgr. AC Drown: Job: 24-038 Sheet TOO I SITE PHOTOMETRIC DETAILS BOLE, NOT TO SCALE EP2 /� SURVEYOR'S A. Holding. LL / LEGEND ABBREIMTIONS To: Rac & AHoldings LLC, a VICINITY MAP Floritla limited liability company; Fidelity National ills Insurance S�A.]1"11Ai'i / Company; Quick h Clean Car Wash of Ni-0,. FL. LLC; 3nghtwork Acquisitions, LLC; Brooks Racha, = HANDICAP Q Dom, - POLE y PLLC NOT TO SCALE \ ®� ro rozlr This is to certify that this map or plat and the survey en which it I. based were made in =4gj fir- • -X- = OHAINLINK FENCE POST/80LLAR0 / ac-rdarob with the 2021 Minimum Standard Detail Requirements for ALTA/NSPS Land Ti11e Surveys, \ PrATmo xe \ jointly established and adopted by ALTA and NSPS, and includes Hams 1, 2. 3, 4, 5. 6. 7(a)(I). B. n -WE- = WATER ONE ® = PUMP + and 19 or Table A thereof The Fueldwork was completed on July 26. 2024. PNhMUdgmdify ion EMMunk •i5L • o- ]e r-U; wATf�� ss�4.1 a / w•aw NOTILF s F 1-L1BILl1Y: •�'`'v -OHL- =OVERHEAD UTILITY LINE 5 =SANITARY MANHOLE PARCEL nsP'r�T \ 4 °y This rvey Ts e.t to those Individuals shown an the Tote thereof- Any other use, benefit orXMON Ill.... by any other party is strictly prohibited antl restricted. Surveyor is responsible only to thosew30382100001000000023.4 ,certifid antl here disclaim, other liobdit and here restricts the rl hts of other indwiduvl-1= AIR CONDITIONING UNIT •+ = HON-TRAFFIC SIGN s is h.. ft by r. anyM1cr Rrm fa u e this survey, without express written consent of the surveyor.mGKFLOW PREVFNTER =SEWER VALVE �\Q = CONCRETE MONUMENT = TRAFFIC SIGN = L7ECTRIC FIXTURE M1•" =COMMUNICATIONS MANHOLE tf? %� °^'� �� FLAT GRATE INLET ❑ =WATER METER/ yam 2S. G1�.1}Oas =HAND HOLEWATER VALVE\��= SET IRON ROD "SSMC IR 2108.X = CROSS CUi iM1�9¢UNLESS OTHERWISE NOTED _ d VV �wN1ELp ], 'L'mNrrc 9/ \� fff// N : = IRRIGATION VALVE (D) =GEED...24 ry 1 LIGHT POLE ABS = ACRYLONITRILE BUfA01ENE STYRENE PIPE �7p��{ rt?9 u a•, 2. Trot .s + W x ross �g _ 4 \ Cl�( ¢ DESCRIPTION (PER COMMITMENT Flortal 1: L NUkIRfR1 113840361: 1-•+•rl �,� PVC = POLWINYL CHLORIDE PIPE part y par'. y goal as filed in 9 `srV Q =OFT STATION T Pwvsrrwr \� °�• IV XIX J- O That rt of the Souther( ''15 feel of Lot 25 and that r'o of the Norther( 20 feat of Lot 27 of the Plot vi Waure c5 d Plat Book 1, page 179 of the Public Records of St. Lucfe C t Florida. which lids West of the West ri ht of o line J.S. Route 1, '+ ID IDENTIFICATION �M1 YS'p0 z sa4+ axe x" 3sM: O) Q said land new !yng and being in Indian River County, Florida. Together with the Easterly one-half of Nat9portion wal abandoned t•\� MITERED END SECTION s s re z€'y 1J 00 10 /4 / p _ 'C O O'P. % Wouregan Avenue adjacent W the aforesaid lots a abandoned by Ordinance No. 0-85-17 a corded in Official Records Book 717, o PLS = PROFESSIONAL LAND SURVEYOR a].n w x.T a,.uw hi + _ a 7 .p= 2�9� page 2907, Public Records of Indian River CounTy, Florida. 7777�'"'�444 ® O = SET NAIL W 015C "SSMC !B 2108" •P mow" • PAvencxr z ,.z .-�\. i `•� y e u UNLESS OTHERWISE NOTED LB = LICENSED BUSINESS - sox p F ^a' eS na Y•2s� '� ry xsp '\' jh� �OQ• Being more particularly described by metes and bounds as follows: Begin at Me intersection of the Northerly line at said Lot 27 with O °r�o zit 4 TL® „� gy� T \ 9 the Weslerty right of way line o1 U.S. Highway No. 1; thence South 36 degrees 39' 37' East along said Wdstedy right of way line for 9� RCPE REINFORCED CONCRETE PIPE ELLIPTICAL 1 w^ 4 4 b / x]H w'q z•. ~ is � o �! ' , Y' 20.19 feet to a intersection with a line being 20 feet Southerly of, a osurwd at right angles and parallel to the aforementioned ° a o ,� MAD = NORTH aMERlw4 DATUM �, _ * OF BEGINNING n m Put Boos 1. 13 'P ry .!`" ry 4a�• • i ~_ * North line of lot 27, thence South 45 dogr... 26'02' West along said parallel line for 366.75 feet to a intersection with the u \ INV=IN✓ERi ne1W1c �'. �[4r 1M1 ® r�q�� rnv¢rwr 4-,p 21 ' 7'\ 1xE rmEraE g war gen green n g Ulm min NAVp NORTH AMERIUtI VERTICAL OA"NM `�..T _ - r enterline of the abandoned 80 (oat right of of aforesaid Waure Avenue: Hence North 44 de 33'S8' West long svitl PARCEL '0 ?4r5x 'D' 0• zxe`e' r'a, \j7 i� uwEslwl v oaf; centerline far 11-102 feet to an ime,entle, with the Westerly extension of a fine being 115 feet Northerly of, as measured at right w E FF = FINISH FLOOR ELEVATION 30382100001000000023.3 r uv �� g$� e� ' a MTsw zq wr• angled and parallel to the South tine of svitl Lot 26; (hence North 45 degrees 26' 02" East along said parallel line for 384-89 lest to 1HAVJ7. = TRAVERSE POINT PA�IXr �� Og00 ' B' \ - z.yyy • °,ri' �s an intersection with the said Westerly right of way line of l.5- Highway No. 1; thence South 36 degrees 39' 37- Easl along said right ORB = OFFICIAL RECORDS GOOK py" leer �' ��//,(�` 1 zus of (In, far 115.17 feet to the Point °f B t't P y J I�-�' ' \ way Beginning. g rt' SSMC SOUTHEASTERN SURVEYING Forest 2: a 2 da® u i dr MAPPING CORPORATION PG(S) = PAGE(S) BENCHMARK o �� LS = OF7 STATION S IAIT1�1$1� • \ / Access Easement for the benefit o£ Panel I described fin Access Easement recorded in Official Records Book I316. Po 2492. Public m� '- �� BOL =BUILDING OVEFHANG LINE S Aa/ �Y \ °p•sO. 9d m a- 'SSMC TITAN.. PT." v'\ rvI Retards of Indian River County. Florida. ELEVATION=23.12 ° sSx / RAT aaeT �* °S„/ j N45'26'02E �� U cr tmu E R I EXCEPTION, p SIZE SHOWN IS TRUNK DIAMETER 364.89 !' �sr INr-2i, c \ j ` �¢.N^�. z1' 9 „ ans ] q- •L"o The (allowing a e items found in Schedule B Section II IN fiUe by the Fitlelily National Title Insurance Company title ° U IN INCHES MEASURE AT CHEST p° / g' d / `L� +.ar •r'�a1 y ° y�l 4 Ye Y ;�' insurance commitment life number P !1364036 �+�c� a.5, Y / • {,�y,' 's 14 NLmbe,s 1 though 4 ore standard exceptions arM riot a survey matter. S �y =PALM 4 z W �4 ry4° 2M1', 1 5. Terms and conditions of Ordinance No. 0-85-11 recorded September 23• 1985 in Official Retards Book 717• = N 'fy+"'t C = CAEI ArE .P a�]• � �?Jl y{ Page 2907. (NOT A SURVEY MATTER) TREE �m4 a q-- n' T•• £T=zees `�{ ] " t rip ry +•t%s �'y © Terms and conditions of that Access Easement by and befween Wvl-Mort Stores, Inc., a Delaware corporation BB = BOTTIJ-BRUSH r�`' RL' ,y3 Y d i 19 7Q_ /v.'` y\T t ttl - - - and World Savings Bank, FSR, r corded February S. 2000 in Official Recods Book 1316, Page 2492. (OVER ro` \ !'q`j 51 PARCEL 1 z + + ADJACENT RGALW AYS AS SHOWN) e 0 = OAK Q �C.r,•y6®i'� xv m +f'[.r✓r + •jV/ p\ idsh'T=. = i W = MYRTLE fQ5 a. -41 w ry .PT ONE STORY � '.nw E ement n favor of Indian Rive" County. recorded February 18, 2G00 'n Official Records Book 1318. Page x E - O .... / v . MASONRY BUILDING MA MAGNOLIA �� 1612. (AS SHOWN) 'P E ° - T zest / �b ADDRESS/1979 • owr1 n`T u CB =CHINABERRY + �� { 2�.]9 et � A s]. HEIGHT = 26' / ;/ ct�� j� �p cress � T1 �r zr t] \ � Utfirly Eeaemen[ es set forth n :he in It rerordatl December 7, 2016 in Official Book 2985, Page 82. rue ✓ 1 °Uee % t � % ,{.T + \/ -," AS SHOWN) +6 zzw J o / zusz �,r �N.4w x,s Inv Imr t. Pict n / . i" _ /.. ..- .. `9 + SURVEYORS REPORT: o S w 3 e+��v'�,s�t��`�33''� ` M1w +• 2S 1_ Utility I ... Bans shown hereon ere based on field locctions of markings by Southeastern Surveying h Napping m j NT1tR + .p> �ry ��_P r4 / .( Carp. Feld markings are based an signals received from Ground Penetra0ng Radar (CPR) and electronic o j ��y'r{+} equipment. Lacatfons are approximate and Test Holes should be performed for verification. 311 ''0^ �•+ •'7'V �A/ / ~ fix,.] 21r x f@r" y _ � / / 2 *�J 2. E..-te or rights of way that .open, on re .rded plans or that hove been famfshed to the surveyor by o T' Vx�+. z' -P}+� \ Nerss have been uncorparafed into this drowiry with appropriate notolion. Other eaxmenfs may be discovered •�} g. as sa// by o eo•ch of the Pubic Record. �'" MT rdexTE ra11r i' ( 1 y \ ° + r �S i\ 3. Minimum Hor zontal Ace-y for this survey is fin mrdance with the STANDARDS OF PRACTICE set forth by tea• - - - - a wwMvrr ^''o ,\ m M1° // }'t' the Board of P,.fessonvl Surveyors and Mappers din Chapter 5J 17 requirements of Flwrda Admnstraton yy. �w mlt 4T u r Y Code. The map and ....... nt methods used 'w thus purvey meet of. steed Nis requirement The r , dimensions shown hereon a re ln United States survey feet and decimals the a z161 • � Hwl iu S1 ® / Fl-" 0 ryh ,F'1 J 4. The survey does net deform. ownership of the I... shown hereon �� • r \ r/23._\ 4 //' /&/i® 5. Underground foundations hove not been located - 5 ELEVATION=23 76 / m °'• 'wA�4 - 15 rvey map repo r capfes re o6gi- aigna Ty d + • 22-- y 6- Sv and rt a the thereof a not valrtl without the 1 Wre and seal or the .7 GaAs iY electronic srgnalure and seal of v Florida U.....d Surveyor and Mapper• and if shown hereon s n compliance i4 with Fordo Admrnrstralfva Code 5J 1]062 and Florida St,Wte 472.025 �/] o tL- W + 8.td ?.i4' J 2l �' i�• 4 a' �� w+ - i ]t 7. Features shown by symbol = indicated In the legend ore not to scale. ■ ziss •t � D.24 20 FIAT wWK 1 PM� ]5 4""•s \ 0` (. Ir., FIAT of WAUx�T.W 0.4 nrnaa. S. Additions - deletfa.. to eurvry maps or reports by other than the signing party or parties is pr°hlbited yydd r^ PARCEL ID without written cnn... I of the signing party or parties. 30382100001000000027.0 'd F s yA,"tt,Ta 9. Bearings shown hereon arc based an Westerly Right of way line of U.S Highway No. i, being South 36'39'S4' p A xuz zxa V / +wy, j. jy ,) S M \e- r ��' •P +b� \ \ East. Bearings and distasees shown hereon are measured unless otherwise noted. a U pz :� a /� vaq„ r-fs5� ro• +� [�Y^;�v�{ { + / 'D r \ 10. Man-[o1 features shown on the map refer to a National Geodelfe Survsy paint with designation 'GPS 24'. PIO 9$ •"t number AA5801 and is relative to North Nneri .. Datum of 19BJ tq (P ao• w` / x �ry \ Cdinate System, Florida East Zone. Distances shown are GRID distonces.NAD83). 2011 adjustment, State Rene (� Vertical information shown hereon refers to o National Ceodetfc Survey (NCS) paint with designation "CPS 24". y PID number AA5801 and has a wblished elevation of 17.24 feet North American Vertical Datum of 198E N p •0' t 9s � �3 i. (NA'JD88i. � Sys ,'l- 2.1 1 / \ \ 12. 1 have rewewed the Fa.l;ty Natlenal Till, Insurance Company title in unce commitment file number j rE•T O - 11364036, dated July 01, 2024 t 8:00 AM and al! recorded surveysmwl,t,d encumbrances, except Trend• d' FFF•••rrr \ unuTs ,P1-` `wary: / \ iderti6ed in Schedule 8-11 of the kill, insurance commitment have been shown or noted on the s rvey. Title = fouso lac 0 Commitment Schetlule B-II Exceptions that o riot a survey mailer may require a legal opinion us la their ONE STORY affecting or not affecting the subject panel othe..far. the surveyor is not qualified by law to render a xs-1e w i a•e -sFgxq Awugc 'I: / / \ w MASONRY BUILDING \ conclusive legal opinion as to those non -survey matter exceptions. qy M1 ye, Aax'aoxFn+o'aIOM w'e'nr ry`l• �f/ \ v¢} tJ AODRESS#1919 n Fop B9,y \ doe-llj x'swr- \ 13. UNess shown• only those visible Features found within the boundaries of this survey or in the immediate c vicinity of the above described parcel boundary have been located. POZ xOPFG1 `. m _ � er1, V / tg f \ \ 14. Right of Way infer flan shown hereon was determined by found manumsnalkm, recorded plats, Florida Deportment of Transportation Right of Way Mop S-tinn 88010-2507 and information obtained en the Indian lJ C'�r.O 9G x].x6 vX re t. ffua�®�r+Aruc \\ \ River County Prep" Mprafsers wee site. C O/Cyl�L� Px / x ry j �3• //z1']s \� \ 15- Fencws'were located any where dimensioned and may net run straight; ownership of fences, it any, ore is 2y OT ryy' / TaPaF WAruT 1m-19.a, \ unknown. m /� \\ vs+ \ 16. Ad:acr:n' property information hown hereon was not famished to Ihisau rvey°r. and was compiled using latest A5 Theilvbl, data. N° attempt wasmade by this Surveyn.• 'a verify its accuracy. z P �i:ir taP-16. /s1 8 + \+G` ` atxt• 1Fa + +� q ff s yior-1e.z4 // \ 77. 71:e above descrihed parcel contains 1.16 Acres, more or less. r"mj N44'33581M / 4' C / / 18. Based o tt,12 -,. ,g' f \ n the Federal Emergency Management Agency, Flood Insurance Rate Map (FIRM), map number •� 135.02' 2061C010.3H, map dated December 04, 2012 the ab,a described property is within Zone '%' 19. There n is o evidence of recent street or sidewalk construction or repairs observed in the process of 47 / conducting th. Hold work. z code s aunTB \ \ �] i \ $ f •+h a // =ls� \ \ 20. Threads n evidence of recent earth moving work, building construction• or building addition, observed in the so ��=ism prat so( conducting the Field work. to ad PARCEL 2 q"a\ / a` /` / // awl=1s.te \ 71. No -Ing report hes been provided. o ACCESS E/SEMENTd 22. Wetland areas, if exl.tin ere not addressed as rt of this su ORB 1316, PG 2492,VSy/ 9 w a Pa rvey. PARCEL ID ® \\ ` // _ rya .$ 23. There are a total of 20 porkirg spaces. Inc:using 19 regular spaces and T handicapped observed in subject A 30382100001000000023.3 + a• _� amror%iz a'Sb top Property. 4. Th. -bed nerean th D8A1lMG ]iUllBSR Ao 24 \ / rw z• Pva- xa, OA +4x 2 Property descn ,s a dam as the property described m: that certain ALTA eammkment for 1" = 20' \ / so. ton Y PVG=zxA, Ina- 1s Tale Insurance with Fidelity Notional Titles Insurpnce Company title insure ce commitment fide number / 669u001 RAPHIC SCALE 8 \ / e• rNe-z,.ot ss, w 6. ,( T1364036, dated July 01, 2021 at 8:00 AM and locoI office no. 10407U27. and all eve meals. coo name, and ,0l \q, \ / 11 O' restrictions referenced in laid title c m Rf ,nt - apparent from a physical inspection eof the sru, have been SEM 3 D \ / 12 Too z' PVV-sx.e, Pb!ted hereon ar otherwise noted osato their effect on the subject property. D 10' 20' 40' a� NUl�EB L66 \`� V 25- Th., aecompanymg survey was made an the ground and comeatly shows the (.canon of all buildings. ,p n \ '23 strucures, and other imprarements situuted on the above premises; there are no visible encroachments on the 1 OF 1 q' „�„ sub;eet property a upon adjacent and obbuti,g said emperty -Pt as expressly shown hereon. I '� s Q-GENERALLANDSCAPE NOTES: Z o /„ - ` _ �"'Cj "✓ '•r ''w -wA�' v .- w _ - --� N 1. All landscape material shall be Fla. no. 1 grade or better, as specified in Grades and Sferxfards for Nursery Pmma, M r m ard 384 89' r �` r� w � 8 parts I and 11. by Division of Plats Industry, Florida Daparmient of Agriculture and Consumer Services, and shell W `� 2 trees -� 2 bees aa.w 3 bees aelfR 3 trees, �- I , doMomT m anent American Association of Nurse e �� CfBdlts cladits p p l planted aaeording to sound nursery PraUkes. Nurseryman Standards ter Nursery Stack Landscape malarial shell ba H in c /e p 3 iRgs. 4��]'ry O Asx4KreK r• s O Q $ o q rr l credits '[✓ r'y `(;�' e w �' ` �d- ( 2. All hedge materiel .hall be a minimum of 36' hign at the time of planting and spaced no greater man 24" on wares. / 0 O m _ m SOD O ro T.�T, pJ fs Shrubs shail rw! aWersaty Impact astatine tree root systems and shall be field adjusted H necessary. < y al LL N p fix a-n--a-a-rM -M /M-1M w- tv-ar -1M a-F)e-w- ¢ce» YGG'YYY f l/ y E 12 2. ei Pits ) B o- N X2 o N X2 p SOD N X3 N X3 N PANR _ a. A l egmred abode reps anati be a mg)ImMm Dr tz nveren h do a 5 n. 2.6^ t R f a time or d w a E m a.Lo -ar -. -.. nab'' F Ord �p r� r 0 $ D as _ _ --o y�' - F - - - _ - plarNng. Adjust tree I..do,. as nadessery ro ovoM udim., afiahuUMs. efic. sag meledels list Mf axe& Z • t2 pryy >a flit TJ _ is - t 9--- w sPedfk tl.", O x 14' I _ _ _ 4 18' g 4. All required trees shall be located a minimum of 5 feet from impervious sudaws, d shrubs 2 feet. Z N g l M xz s 1_ vW rl 'm � . 5. An ro ice 13 %cov underground In9atlon system.ha l be installed m maintain me sndaeepa area in a healthy manner a jot 240sf and provide +DD%wvemge. - lv 1a TD Off Sheet Parking 6. The contractor shall sod all disturbed areas. All planting shall be mulched to a 3' m'.nimum depth. JA90N E. Ra:ARO, RLA >, 15 �- ❑NX ` 1 -1•--' ,. 0 TD IV /� Landscape Area �� p yd, FE rota ra waeos W X2 l - N XS M I r� !�I POSED 7. The contract- shell be responsible for me clean up of promises and removal of aO discarded and surplus SOD lx �N Xd IOU E W 1r NUMENT nartenels. and n.bbiah. Zy F l I pjt r -k M yyr - IGN 8. Verity me to aaans of seism§ Uses. lam9, and shrubs. Remove extraneous matefala such as rocks, branches. D a 3 I A . t TO \ () Landscape : 26 .- QX2 building rnatenala or -acceptable sails prior to planting add, assus, and shrubs. wham encountered. LLLrrrJr ^^^U D (7 5 3 I SOD ua ( acquainted paving, ad. grading . and all utilities (including water, sewer, ❑ LL ❑ w " Digitally signed pp 9. CorNaeta shall become aimed with On related avi Her W - 2 pP i and alecMwl supply) to preclude any misunderstandings and ensure a trouble free inatslmtion. W ~O U 3 by Jason E p m 1 n 10. The erect locution cif ar existing structures, underground utillilm, and pipes may nM be sv Incilda sd on drawinge: ql cc • Dale: 1""33' "W X2 _ } - 45 1° - 7 22 'H �F X3 ! Bra wMraUor shag demrmara me location of meae items and shall conduct his work in, a mansr to prevent do a 2025.07.14 >3.OZ ` �_ � P LIT FM L I iterruptionc•damagetoexistingsystems which rustremain opemeonal. The contractor shall protect existing tern. 18:15:01-04W 3 _ emu+ a o m 3 a It .aged by him.liry services winch must cocain oParatlonel eo shell be responsible for mein replacement O y ¢ m rI y® I I WIX2 -_-� E r'."- i�-T - ©)(q ;Q•1 L� 11. Contractor cull Sunshine State One -Call at least 48 hdure priortedggug. (1A00.432�770). ! O8U l N SOD >\ m 0 1B C ( M ) 12. All I. W.Wpe matsnal9hall Da malmemdd In perpatuRy to provided all required FDOT and local site clearande z O rxw REM rws BEEN Dldn VGNED O r •E ?!t 4 E �r dlatersonter,stuces. W a of 9FAl®6Y J0.90NE1m RLA S PR i"E DATE PR FTH In 1NE sEPL ARE1 O 0cN�oRED THIS MD C� t j 1 _ -I E • ;� 13. Install a minimum S diameter mulch ring for all new base Mulch ring diameter shell be enlarged as needed b y k� ti domain tma staking within -1chad area. jj o sE RIFI M D THE EURI 1101& xusr BE h� m^r o '� Q VEMRIm DN AHY EIECRWHIC CORE.. t� ® I .. -_.- r - - _ 12.0' PROPOSED 3.582 SF 3 IE � EI X2 O YI MULCH L VW PP - ice-- ONE STORY _ _ - _ - 3 ,q� 14. A Tree Pwm1 *11 be required prior to any consmrction, native wageteeve renwvel within me drigma of a Tree and CAR WASH BUILDING � Z' "[' fwhes-1. �t ,fig Cw7 I Mess 2tree; •1 MM 3trees. ®� C � _ S 1 o ', I t $ �� F.F.E=25.SU VW tredllS Credks 'v. -• 5 bees F CI FM - - 3 _ 15. A lerxl(1) on warranty shell be provided for all installed landscaping which at a.'nmimum shall Include the M� SOD -- �)(,' � � 1 14' t� 14' '•. � .O following: (t) one year hx beaa. (90) ninety days thrall ahmlb, 9rouW cover and god. So r a V 16. SOIHeeling shall be provided by the landscape contractor to cdmhm ph and Boll nument canpositmn throughout -:O p Jr-O .. 3 IC ma Pm)ecL 9ase on those cifsodnbrafthmallletermine'rf sod far surxosslul amry dotl amendments w etlditiasl fertil®tlon eel be -re RP _ LJ m - s7L1 ©y2 j1n ��W'+ - ss,.� Brans - _ - -~� IX3 q�T/j_ tech, Ti 16�\ `• 93TE ` a a I �� { Slxs COMMERCIAL IRRIGATION STANDARDS: } 2 1 MX3 ❑D X3 �X4 YT/ tie ee °"Y } r 20. >�' o V W 4 f t° C tit a la p 1 r 1. All imitation systems shall be designed to avoid surface muff, ovespmy, or similar conditions a C y I IV 5 tree._ 2 hoes' 3 ° ^ 3 trees E XS where water flows onto adjacent property, non -irrigated areas, walks, madways, or structures. m /ram o S 3 hBBB 3 tfeeS aedlls IXeits ~CfBdltB 2. Irrigation systems resign flown shalt meet k Irrigation rib ptsM materials. IIU a V credits 5 trees ! pee requirements fA m 3. Special adwNon shall IN given to avoid erosion due t Woof on slopes w Nth LANDSCAPE REQUIREMENT)a Q o am LANDSCAPE MATERIALS • 3 palms = 1 canopy tree Per City of Sebastian Land Development Code - Chapter 3 Article XIV Section 54-3-14.1 NOTE: ALL IRFEs 51- aE WATERED 1ROROUGHLY "Dh' 7 y > and Sec 544.21.A.7 Riverfront Overlay District Regulations ,zo- 1xo• - A old PRE59niRE WATER x0- AND -ED THE DUCKBILL ANWORlNG SYSTEM Is DE9aRED c o d. ui w1X SOIL ro RENONE Ex.K. NR POCKEIa AND TO Tb EE Used, RITx MANUFACTURER-Slx4ld4 � � A � U SYMBOL KEY CITY BOTANICAL NAME COMMON NAME SPECIFICATIONS TYPE Perimter Landscape Requirements Foundation Plantino Requirements FNEYEM N41NFR TRm SETTLE .1 ! CWONEINM INa A cedil AS PER un ¢ � ��JJ"NAMUFAGIURER4 SPmrICATwK V 1 � S TREES Min. 10' buffer; no more than 25% of the required For building over 25' ht : v 'zo- fi 8TAK810 PLAN (3) F11waLE Tuawc orFE cauAR buffer shall be sod or grass a 15' wide landscape strip is reqd 40% of the foundation / xuT m-sue- •t • 3 CES 25 Cordcarfxrs aradi vac. sariww Silver Butormodd Min. 8' ht. x 3.4. spro. @ 1.5- dbh Underslory perimeter excluding entranceways aloe all building face (3) PL1ido"G THE NARxERs ANCHOR T (5) canopy, (6) understory trees and a continuous P 9 Ys 9 9 UEARTi'f 9@L� Z (� shall be landscaped CABLE o,w's tP a 3• nND-RAT. TURNeuWLE 90 hedge at 3'-3.5' ht !per 100 lineal feat at 2' D.C. T1� NUIM HAT MMEIT DEMO Q J REMOVE TW x BURIAP. Aa AFRIf:Ae'l Including: n�MT � CBL� tdB�Efl CAPACITY OF e1SrALLA710N � � Ic 17 Ilex wsalns Dahoon folly Min 9' m x TA' spm. @ 1.5' dbh Understory Q West - (Walmart Private Dr.): 135.02 If - 36' driveway (1) canopy tree or (3) palms at 16' ht. for every 7 LF, Am ro TARE r muw" u A 99.07 / 100' _ .99 x 5 = 4.95 = 5 canopy trees wroR APmoPRATE uP TO 8' 40-078 ODD LBa. EA. 27 �% v () PY (1) understory tree for every 10 LF, m CANE DWIEim. r wArm RETENTIaN sAucm m m .99 x 6 = 5.94 = 6 understo trees t"- a1 �'t^•� () ry (3) shrubs for every 10 SF ROoT estl sEr 3•-A• Aacw GRAw UP TO W 68-D18 I,= LBe, EA 30' + j ry 23 ex vdodmne raNpdn Holly Min. B' M. x 3'-0' sP d. ®1.S dish Underslory, 99' / 2' = 49.5 = (50) hedge shrubs v , BAWRLL W/ NAME NL u LZM m 05mr E sPEonEO T(�� ❑E East - (U.S. Hwy 1): 136.31' - 7.5' walkway QF Perimeter of building = ' ROOT 8A � TO R a -am 86000 L.BB. EA 4T LIT 3 Legerab0emle I w'Tusoerwa' TUswroro Craps Myrtle Min. B' M. x 3'3' spro. 1.4 dish, Sitl. Understo 1D6' + 106' + 34.6T + 34.67" = 281.34' - rO F ch0& T PE R u WadsLL EwTH l 128.81' / 100' = 1.29 x 5 = 7.73 = (8) canopy trees LL I }- -} RE WIRR REFER TABLE Fqt NOT RATED 28-M 5A00 LBB. EA 6D' ry 'Zl 1 � REWIRED Nm6 YIIMBFR. 1.29 x 6 = 7.73 = (8) underslpry, trees (6.56' + 6' + 15.33' - 15,33' + 6.33: entryway concrete widths) _ � Nr � 129' / 2' = 64.40' = (65) hedge shrubs 281.34' - 49.55' = 231.79' R_rasWo -Erite, min. 12'-18' c.t. ten as weed, 12' caL, ` Palm 231.79' RATED x 40% = 92.70' NOTE RATFOR W1DS UP TO lib MPH I sP 15 sod pempad cabbage palmoRo Wd hams 92.79 x 15' (foundation ship depth for bldg over 25') = 1,390.5 sf r ❑N North-(Walmart Parking):384.89'-24'driveway 360.89' / 100' = 3.61 x 5=18.04' = (18) trees +�1�yTYPICAL TREE PLANTING AT GRADE 3.61 x 6 = 21.65 = (22) understory trees Total: 92.T / 7 =13.2 = (13) canopy trees and L 1,0 NO To WALE Bngz ro 18 Tax... die .. field Cyprea. Min. 12' hL x 6' .Md. ®2.5• cal. Canopy 361' / 2' = 180.45 = (181) hedge shrubs 92.7' / 10 = 9.3 - (9) understory trees -- r. v.vAmEs SEE RAv/sarEWIE 1,390.5110 sf = 139.06 x 3' = 417.15 = (417) shrubs z Pt.wT .ALL REAR MIE a.E R.I.N W 1p R r ❑S South - 366.15 If Req'd and provided ro race GRADE AS IT aGRE IN THE WNT ER 366.151 100 = 3.66 x 5 = 18.31 - (18) trees 3. RAnnrvc NaLE sKAu nAVE vrJ:ncu soEs + UA 5 Ulmus alsta Winged Elm Min. 12' hL x 6' .pro. M 2s cal. Canopy 3.66 x 5 = 21.97 = (22) understory trees k8 366' 12' = 183.10 = (183) hedge shrubs Fxislli �° credit ao>fs. SIZa{,dbhJ Credll 1. ALL a000p RMCNG MpemS TO aE MADE OF SWTNERN YELLOW PINE (SY.P.j. �; 5 1 "9 8 HEDGE SHRUBS Total: 48.34 = (48) canopy trees 2x-4" (1) tree 2 ALL TREES WI BE WAIFAm T WRW WLY w A HIW PRRSURE WATER NOZIIE W �ea•5 3' NULW LKYER ZZ 58.01 = (56) Underslory trees PA M Wrl NIL TO RUM Eaalsoc .UR PDWETs AND o PREYEN' NWMER TREE � _ __ nNISNm GRADE B S 3 in O VW 518 viburnum dboveWm Walter's Viburnum Min. 36'ht@24'a.c. Over 4"- 10" (2) trees SET11IIImT. z, 8 d O 477.45 = (478) hedge shrubs over 10"- 20" (3) trees R00T 8- Wd d ■ SHRUBAREAS over 20" (5) trees w-Faogo addle TG RF-ManINrACT r 6 a i 0 Open Space Requirements _ de (5) ® cl 95 Chrysobalanus iwdo corn plum Min. 24' ht @ 30' o.c. (4) 2 re Tree Credit Calculations _( (T_ _']) } K `��x} - (5) LAYERS OF BUfCAP Ewsnrvc aramAOE (1) tree per 2,000 sf of open space (4) 2 trees credits = (8) trees (wIrAPPEDATP01MOFervPPOkn a 23,58312,000 sf = 1179 = (12) trees (12) 3 flees credits - (36) trees (3) 2'xd' WOOD CLEAT ATTACH TO PALM \\\\ DE 33 Duan...'Gold MoI Gold Mound Dewdrops Min. 24'hL V30-o.c. TN' 3 SHRUB; GROUNR_CO�RVF, PLANTING Nor m wMUSSILY USING TWO MEL BANDS �L (3) 5 trees credits = (15) trees STAgNG MUSSILY '1A. DETAIL. To oT m salE © ® FM 1- FiWs microwrye'Green l.lentl' Green Island Flan In. 24'ht.@3tl'o.c, Off Street ParkinO Landscape Requirements Total =(59) h'e6 credits toward requirements;., (3)27(4'WOOD BRACc NAILED TOCLFI.T USING ;y (3)120 NNLS�fItCX JOINT 8 ry (1) tree every 5 parking spaces and Total Plantings Required (3 palms = 1 shade tree) h `o LC 64 LArePrNelum Minanae'Ruhy' Iwby Ldrop.tsl.m Min. 24' ht @ 30• d.c. (15) sf of landscape area for each parking space 3' MULCH IAYFR c Tree credits (base on # and size from the table above) sin (DISH) OF Ytuc_c AS 24 parking spaces on site a -4'spasa DER TREE LEGEND pP 1. PoNcarpus m-michyllus'Cwarf Pringles' Dwarf Poocamus Min. 24' hL @ 30' o.c. 79 req'd - 59 credits + 7 replacement = (27) canopy trees req'd NOTED BY THE TREES ( Canopy trees: 27 re uired;(221 trees and It 5) palms provided -Ropy eausFr 3•-a•ABovE GRADE TTxdE^" NOT rs1°Ew° "'EO 24 x15 = (3fi0) sq ft pf landscape area and PY ( ) q=DOI'fLE BRUSH TREE 0=cHINaaERRr 7')4' S.Y.P. WOOD STAKES, 24 / 5 = 4.8 = (5) trees �� m ug vnTrourwRmar venlncYru" GROUND COVERS Underslory heel: (68) required; Ifi81 provided /8'LDNG, hall. 36'OEEP r3 =OAK TREE Q -GRAPE MYRTLE ® pe musran green ripe ga., 24'..c. 36" ht Hedge laming: (479) required; (516) provided v� SABAL PALM MAGNOLIA PE,aaKIM noc"ain' e:=a A 1ME 181 Lino 'Eve Giant' Giani Lin Mln.t 9 P _Z EKISnNG SOIL �"_ �' ❑M Tree Replacement Requirements (additional hedge materials are to screen the well area) Ansdc:E� � RWTBALL MUTnnsKso�REs,wssEswr (7) canopy trees excluding Chinaberry = 24" ht Shrub planting: (418) required; (427) provided MULCH n (j -PINE TREE X= Ex. Ireeta GR removed6PR1dAw ou Nd RrERemdx. - (7) canopy trees req'd EXISIING3DILBACKFlLL PROJECT BIGDN23001 MUL Pine Bark Mulch Mini Nuggets Cu. Ytl„ Min. 3'depth Off-street landscape area: (360 sf) required; (390 sf) provided 1 /2 T. { SETROOTBALLONUNDISIURBEb SOIL. DATE 2024-O&M P5 MIN. 36' ROOTBALL OBNKETER 8 SOD/SEED ADDITIONAL NOTES: - - p zP 4a DRAWING SCALE 1.40' A All areas of new planting shall be mulched with grade'a' pine bark No tree species shall account for 2 TYPICAL SABAL PALM TREE PLANTING DETAIL '� �� - DRAWN BY KC a; SOD Paspalum domWm BWnia So Sq. R., 95%weetl free, roll after Installation mulch or approved equivalent as mandated by City of Sebastian more than 50% of the total number Lt 0 (RAT.FORwdKsUP wmPM rim Td sr•., R SCALE: 1'=20' $ Areas not planted With trees, shrubs, or groundcovers shall be of tree required. {Soo 54-3-14.11) - APPROVED BY JER larger er sizes LWrsrrma�MYcbrya r.PKyr Role: The above malarial speaficelidns are hB minimum LDC requirements. Based do rumrm metier exailabi6ly Uri dordrednr shall Pnias and install I NOTE COIIiiIACIOR m PROMDE PRIOXO iO USE HIERNAIE ROOT BALL ,W WwaHG 4 dv� } sodded with treble sod. as rreeded to most cis dilania at inetsllatidn. snTeu rN um a TYSIcu AedvE KaaDE srAxlxG FOR Al TREES AxD Aces � 0"m Guemiees and matenala ere ld fallow me NPIIN landscape plan, and any changes m me landscape materiels list are to be discuessd with Cdy Stan before inplamemeticn Contractor shall install new irrigation system t0 provide l DO% ��h' 3 \ coverage to all landscape areas. - J - NORTH L 1 e O E'$ V SEIEET i °ems. T \ tYY r t• DRIP LINE FOR HEDGE ROW I MI PROPOSED IRRIGATION WELL �L! Ili �• 3'i '• • �'-" l a Ill ` I y M � ♦ -... B IRRIGATION SCHEDULE \ 5� SYMBOL MANUFACTURERIMODELIDESCRIPTION QTY !' 2 i , Y. - • 1 /! � � Hunter S PROS-0e Strip Series & (Sy & T 7. 5 tcs Bcs ss Mud Spray, Bin. Pop -UP. Co mottled wiper seawith UV Resistant wReaia 1 ' 14 Es ce Material. i/. _ ; 'r •• Q SHOWN FOR CLARITY Hunter PROS-088 Series ' ONLY. INSTALL PIPE Q irJ Jy y� a Turf Spray. Gin. Pap -Up. Co -molded wiper seal with UV Resismm 4 WITHIN PROPERTY LINE. �R T Materiel. �. �• 1_� s .s_-J �tir n +Y fiLECnW Hunter PROS-0610 Series 35 - - - - - '� - - - - a t H Turf Spray. 61n. Pop -Up. Co -molded wiper seal with UN Resistant Ma, al HunterPR08-08123ades 12 �t T ^ • .� j a Turf Spray, Gin, Pop -Up. CiErnolded wiper seal with UV Resistant ' < , I P,•\p l .ems k'�'y,: �z`"� :r^ �- .3 y� BUBBLER FOR NEV TREES s �• F MBtelieL ITYP) REFER TO LANDSCAPE Y q - - _ r� t 1 t I Hunter PROS-W 15 Battes ,8 y' 'PLAN 'a' �,- s ` ` Turf Spray. Gin. Pop -UP. Co -molded wiper seal with W Resistant ]I.' Material. � r 74, v 5 v W Hunter PCB 120 1 '.! - - • •- - - - ; a Rood Bubbler, 110n. FIPI •�. SYMBOL MAINl1FACTURERIMOOELIDESCRIPTiON QTY 7\ •+1 y' _ r. • . 1 Hunter ICZ-101-40 • - ' • _ _ - J l J �� '! - �� _ �: Drip Control Zone Idt. 11n. ICV Globe VaNs with lin. HY100 Titter 4 system. Pressure Regulation:4npsi. FI°w Range:2GPMtO2D w \ GPM. 150 ..an stainless steel screen. SHOWN FOR CLARITY 6_ ` : •J' © { = Pipe TrensNon PointatN1VB grads • - - - J "� ' _ •-.. - ;+ ONLY. INSTALL PIPE @ Pipe transition point from PVC lateral to drip tubing with deer to 19 _ 1 _ - _ d _ _ - y _ _ - _ - . _ s I 4,!-• f:. _ - _ WITHIN PROPERTY LINE-.' f� above grade installation. dpline _.2• --a - - _ �_ �_•.- :�_ _ •"_•�+'. ,,__� .!_�'!_ •j -utT-�--•.�7�"-.: _i-'.-_•_'.�r ~!_- ~`_"_°,1-•-��yf•�w,,J//1r. Pj Tyt av �\Area ero D HurlrHDL-09-12-PC 4 HDL-09-12-PC: Hunter DdplIno with 0.9 GPH flow. Light brown 5,5341.f. •! -' _ I to �1 • .r I `' } - . ' _ - _..� ;IW V - - r .,� a:bing with black striping. Emitters at 12.O.C. Ddpllne laterals spac! -. ! _ _ ` �� .� y - �• ey Y '1, Instal at 12' apart. with emitters FRaet for triangular pattern.pattern.ttaUUD r22ij ^l 11 suHunter FED barbed or FED-LOC fhdngs. Irra1e q� 12,0• PROPOSED IRRIGATION CONTROLLER �';®/' n y 0 SYMBOL -AND RAIN SWITCH - k ,r- m � .�„ � � x MANUFACTURERIMODEL/DESCRIPTION QTY 4 g Hunter ICV G - 1 in., 1-1i21n , 21n., and Sin. Plastic Electric Remote Control VeNes, 10 122 4 Ill ' i 4 Globe Configuration, with NPT Threaded InIaVOudet, for . yY "••11 ;� • : i- ! 1Y.•• ! - U1W ./ N 1 CommercieUMunicipel Use. ❑ Hunter y -- ^• �,J•�y I �• \. 5 y0 v� © 24 Station Outdoor M°dulsr m Cmdler. With I— ICMA00 Module. 1 Cr i Commercial Use. Metal Cabinet. _i� HL�'„--1-�_k .•�-.--'` 1" Hunter RFC 1 Rain and freeze sensor, with condu8 installation, mount as noted. - - - - - - - o- - - - 4 -- - - - - - - - _ Normally dosed switch. SHOWN FOR CLARITY _ - WELL Point of Connection 7 ONLY. INSTALL PIPE = t>N 2hp Pump and 4' Well 230 volt single phase motor. 1 WITHIN PROPERTY UNE. Confirm location and electrical Source prior to i!Ietelletlon. Ste- e _'Aw-- 1' 8.1 i litigation Lateral Line: PVC Class 1 SOR 26 3.567 Lf. 4r4Sa S,30/Lrara D/NG j Arulat-5srr- � � � Intgatbn Mainline: PVC pass 200 SDR 21 1.1041.f. o I f r ' cores------- %YATaFnwmm£GANON = Pipe Sleeve: PVC Schedule 40 184.3I1. r4rsnwc Egelwr wlreoaK r,,nnoess w.cam Ef__VmFFw. vm sue /_WECIRC Fi IGAT10N NOTE 1. CONTRACTOR SHALL INSTALL PVC PIPING ALONG SIDEWALKS AND CURBS, WHERE POSSIBLE. IN A MANNER TO AVOID EXISTING AND FUTURE ROOT GROWTH OF TREES. CONTRACTOR TO HAND DIG TO INSTALL ANY PIPING WITHIN THE DRIPLINES OF EXISTING TREES. 2. REVISED IRRIGATION PLAN WAS NOT SUBMITTED. PLEASE ADD NOTES TO THE PLAN REGARDING THE IRRIGATION STANDARDS RELATIVE TO THE NEEDS OF THE LANDSCAPING PLANTS, PREVENTING EXCESS RUN-OFF, AND EROSION. AS PER LDC ` SECTION 543-14.3. BULLETS 1. 3. & 5. I I YlfllI NOTM M 1. IRRIGATION CONTRACTOR SHALL EXERCISE CARE SO AS TO NOT DAMAGE EXISTING UTILITIES. IRRIGATION CONTRACTOR SHALL VERIFY EXISTING UTILITIES. IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR THE IMMEDIATE REPAIRS OF ANY DAMAGE CAUSED BY HIS WORK. 2. ALL MAIN LINE PIPING SHALL BE BURIED AT DEPTH TO HAVE A MINIMUM COVER OF 13". ALL LATERAL LINE PIPING TO HAVE A MINIMUM COVER OF 1Y. 3. IRRIGATION CONTRACTOR TO BE RESPONSIBLE FOR ALL ELECTRICAL HOOK-UPS. 4. SUPPLY PIPING SHALL BE FLUSHED FREE OF ALL DIRT, DEBRIS, AND CHIPS PRIOR TO THE INSTALLATION OF THE BACKFLOW PREVENTOR. 5. SLEEVES SHALL BE REQUIRED UNDER ALL SIDEWALKS AND DRIVEWAYS. MINIMUM SLEEVE SIZE SHALL BE 2". 6. 12" NIGH POP -UPS SHALL BE USED IN ALL SHRUBBERY AREAS. SUPPORT THE RISER WITH A45 REHAB STAKE AND NYLON CABLE TIES. 7. ALL 24 VOLT WIRES FROM THE IRRIGATION CONTROLLER TO THE REMOTE CONTROL VALVES SHALL BE AWG SIZE 14, TYPE OF DIRECT BURIAL, SINGLE STRAND WIRE. WIRES ARE TO BE BUNDLED TOGETHER THEN TIED TO THE BOTTOM OF THE MAIN LINE PIPE WIT1ES AT 10' INTERVALS. WIRE BURIED IN TRENCHES W/OUT MAIN LINE PIPE SHALL BE INSERTED IN 12' CL 160 PVC PIPE AND BURIED WITH A MINIMUM COVER OF 16'. B. IRRIGATION CONTRACTOR SHALL HAVE THE BACKFLOW PREVENTOR TESTED BY A CERTIFIED TECHNICIAN. 9. BACKFLOW PREVENTOR SHALL BE TESTED AT LEAST ANNUALLY. 10. REFER TO THE LANDSCAPE PLAN WHEN TRENCHING TO AVOID TREES AND SHRUBS 11. ALL PVC PIPING FOR MAINLINE, SLEEVES AND RISERS SHALL BE SCH. 40. \ ALL OTHER PIPING SHALL BE CLASS 160 OR 200. 12. ALL POP-UP ROTORS AND SPRAYS SHALL BE INSTALLED USING AN 18" FLEX \ 13. ADJUST ALL NOZZLES TO REDUCE WATER WASTE ON HARD SURFACES AND WALLS. 14. THROTTLE VALVES ON SPRAY ZONES AS REQUIRED TO PREVENT FOGGING. 15. IRRIGATION CONTRACTOR SHALL PREPARE AN AS -BUILT DRAWING ON REPRODUCIBLE PAPER SHOWING ALL INSTALLATION THAT DEVIATES FROM THESE DRAWINGS. THE AS -BUILT SHALL LOCATE ALL MAIN LINE PIPING, CONTROL WIRES AND VALVES BY SHOWING EXACT MEASUREMENTS FROM HARD SURFACES. 18. ALL VALVES, GATE VALVES AND QUICK COUPLING VALVES SHALL BE INSTALLED IN VALVE BOXES. VALVE BOXES SHALL HAVE A MIN. 3• BED OF PEA GRAVEL 17. ANY PIPING SHOWN OUTSIDE THE PROPERTY LINE OR RUNNING OUTSIDE A LANDSCAPED AREA IS SHOWN THERE FOR CLARITY ONLY. ALL LINES SHALL BE INSTALLED ON THE PROPERTY OR RIGHT OF WAYS AND INSIDE THE LANDSCAPE AREAS. 18. ALL RISERS SHALL BE PLACED A MIN. OF 12" FROM ANY SIDEWALK, PATIO OR ROAD. 19. EXACT CONTROLLER LOCATION TO BE COORDINATED WITH AN OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION. 20. PROPERLY GROUND THE CONTROLLER TO A 518" X 8' COPPER CLAD GROUND ROD WITH AWG #6 BARE SOLID COPPER WIRE. ALL SPLICES AND CONNECTIONS TO THE 24 VOLT CONTROL WIRE SHALL BE MADE WITH KING TECHNOLOGY #6 21. ALL PIPE AND FITTINGS SHALL BE IN ACCORDANCE WITH LOCAL CODES. 22. INSTALL DRIP TUBING AT GRADE AND COVER WITH MULCH. TYPICAL SPACING FOR DRIP TUBING IS 18' TO 24" ON CENTER. SPACING TO BE ADJUSTED FOR PLANT LAYOUT. REFER TO LANDSCAPE PLAN. ANCHOR 'USING EVERY 10' / WITH IT LONG PLASTIC TUBING STAKES. PSI DETAIL 303(l 30 30 30 15 DETAIL DETAIL ,r NORTH D zit 40 SCALE: 1"=20' Ie.P msmwll�MrYr. apw..lmr4Ym tar. mom..+,er birl ai4 sYl faushow - OLCOM ti 0 1t_ Z N C W m H m'oro G 00m-, G LL QEEm row~ C Z CJ m LUCIL U O AEON.. IIN0.D.0.LA FL ra, NO Wa16M VwoarnPeANCNITEcr 0¢~ O 01 r0 W 0@Dio w Fw byRJason E ZODate: inard 2025.07.14 m m 16:15:1404'00' a�igu- �Wm mzw OZDU Ttrs IrEa NAs 966N DlGnnur s GN6oBE WO o. w ono 6EALFD er.lA.von E.BNwD A DN THE onTE no.lAwu Ta THE MEWL CU f° PWMEaTO0PIE9 OF THIS DOCVMEM ..r � 6EAIEo AND THE SIGINIUnE . BE VFAIFIEDON ANY ELECIeaNIC COP ES. a zq F 0 O s6 N vi �on 10; = L a m m PROJECT BIGDN23001 DATE 2D24-Da os DRAWING SCALE 1'=20' DRAWN BY KC APPROVED BY JER SHEET I R 1.1 F a 0 PVC SCH 80 90 ELL - — PVC BALL VALVE - 140 MESH FILTER - RAIN BIRD PGA SERIES VALVE WIRE CONNECTORS JUMBO VALVE BOX !.......U1..V 1'llhl FINISH GRADE PRESSURE REGULATOR TO SPRINKLERS 1 3" GRAVEL SUMP PVC SCH 80 NIPPLE CONTROL WIRES I PVC MAIN LINE ----� 1 SCH. 40 PVC FITTING V ' D ZONE CONTROL •ALVE IR1 � IV, RWI@I1..!'JILVitl141114V11)illl _ I I( ' FINISH GRADE — RAIN BIRD 1806 POP-UP OR PGP-ADJ ROTOR KAF-FLEX PVC — HOSE - 18" MIN. SCH 40 PVC STREET ELL 1 SCH. 40 PVC TEE ----PVC LATERAL LINE kPOP-UP TURF &mF*VJ—M E RP2 BACKFLOW PREVENTER BRASS NIPPLE BRASS UNIONI BRASS 90 ELL BRASS RISER PIPE— CONCRETE PAD d fY R"y :111=1 I Il 11=1 11=1 11=1 I IE� 11=1 I 1= =1 11=1 - II 1 4n =ll=lI II=1 1=1 1=1 I� 1=1 1= 1=1 I I �III111111� �IIIIIII_11�11111IIIIIIHIIL IIII1111I OF: 4' MULCH LAYER - 1/2' INSERT TEE - - DRIP TUBING FINISH GRADE L 3/4" SCH 80 PVC NIPPLE PVC TEE (SxSKT) ' PVC SUB MAIN d4Pvc � CONNECTION 1� 1 - -TREE JJ RAIN BIRD #1400 1/2- MALE ADAPTER PV& SCH 80 90 ELL - - `I I 12 RECT. VALVE BOX - FINISH GRADE T' WIRE CONNECTORS - TO SPRINKLERS - FLEX PIPE COMMON WIRE { HOT WIRE — RAINBIRD PGA SERIES VALVE 1 3" GRAVEL SUMP - - - PVC SCH 80 NIPPLE - LATERAL LINE TEE H H PVC MAIN LINE - - p,'pp' Ep 1��L E1 SCH.40 PVCC FIT�TINGGI�� I�1)ITEE WEE , u+CTAL I Z CON I ll�./L VALVE I& J 19 21 0--� la> d SYSTEM TO TURN ON WTH FAILING PRESSURE ;w PSI) AND TURN OFF WITH PRESSURE SATSnED (DS PSI). 18 ,.i PIPES AND FITTINGS COMBED AeOVE E S BE GALV. SCH w BIEO.. Q 9-1._1 A'' FUBMINx,I WIPoNO SHNL RE INSTALLED IN CONDUIT W MEET LOLL FIECIRIGL MOM PRESSURE Roux, VALVE TTl EIINWST AT TS M. PRIOR TO ORIWNO THE WELL THE WELL CONTRACTOR MUST OISCUS THE ANPOPATED DEPTH OF THE WELL AND WATER ODALLTY WITH THE _DSGIPE MwTECT. THE POTENTML FOR WELL WIER HIGH IN IRON CONTENT TNAT ROOM IN STNNN O MUSL BE MINIMIZED. 30 GPM PUMP /.-3PEC19C FROATION NOITE—� 1. CONTRACTOR SHALL INSTALL PVC PIPING ALONG SIDEWALKS AND CURBS, WHERE POSSIBLE, IN A MANNER TO AVOID EXISTING AND FUTURE ROOT GROWTH OF TREES. CONTRACTOR TO HAND TO TO INSTALL ANY PIPING WITHIN THE ORIPLINES OF EXISTING TREES. 2 REVISED IRRIGATION PLAN WAS NOT SUBMITTED. PLEASE ADD NOTES TO THE PLAN REGARDING THE IRRIGATION STANDARDS RELATIVE TO THE NEEDS OF THE LANDSCAPING PLANTS. PREVENTING EXCESS RUN-OFF, AND EROSION, AS PER LOC SECTION 54-3-14.3. BULLETS 1. 3. 8 5. 11 Q �1 , .P 1. M PIPE TD IRR. SYSTEM - 2- i PUc SCH 40 COUPUNG AND BuSHING 3. PVC SON W WE r9PPLE - 2' x v A GLY. SCH Ie 90 OM ELL - 2' 5, FINISH GPADE S. NIBCO 1113 GATE VALVE - 2' T. GALV. SCH a NIPPLE (LENGTH As REOb) - 2- S. MY. SCH w TEE - 2- 9. GARDEN VALVE - 3/4' ID. GALV. SOH Q UNKIN - 2' �1. REDUCED PRESSURE ASGEYSLY - 2' OF REQUITED BY WOE) 2. GALV. SLY( a NIPPLE (I-- As REO'O) - •= /4- " PRESSURE RELIEF VALVE - 1- '4. WELL SEAL - B' x 2' '! TIF11 CARING (LFNGnH AS RL70) - 5' 14 CJ,LV. SCX . DROP PIPE (LE-Y AS RFD'0) 2- I2. EL HP / IBD BRASS CHECK vuvE 2' 'S 2 HP / DD OPY ON GO— '. 9BLE PJUP DOOLDB yONCRE aR MST (L W.N 4' CONCPETE POST (LMP AS REDO) W. /CS .TB Y MOTOR STOP Bo WKRmL VALVE 21. FRANIWN MOTOR CONTROL BOK 22 WELL-A-TRDL NORETRE TANK IW%-235-TX 23. PRE-FWH CONCRETE PAO - -I . 30' 2R. GALV. SCH 40 90 REC ELL - 1-1/A- 26. Mull) D PRESSUREI SYIITGI /ESG-3 26. 2-1/ FILLED PREU. GILLS / 2- S HIK / 0-1fi0 P51 22. CALV. SCH AD v - 1/4' 2B. HMTR FBV-1 &TARS PUI VALVE - 1/4- 29. GALv. SCH w UNION - 30. ruv. scH a uHmN - 1-1/4- AIWEPREtlIlAiMIWe�6R erW Ww4re Nr I W gvlA Mve� Imre Aea e�Ytl bee ,com 1 f7 ,ea Z o 0 � LU CQ N m 00- � T LL N C �E� dm Q ~ a E � O=~~ Z N Z m W IL IARax E Rux . P.- -ARCH— Oai 0p0 m w Digitally signed w f w �°L•g'?g by Jasen E 66 s z o Rinard E Date: � SO d 2025.07.14 16:152504'00' N�o �¢m few 9OZ Wl C Q THIS TTEM HAS BEEN DIGIT—F SIGNED Z ZZ R Arm SEALED BY JASON E RI—. RLA W Q W - THE GTE AOAlC9'!T TD THE SEAL. 2 U PR!NnED COPIES OF THIS (DOCUMENT N ARE Am. CONSIDERED SGMEO W1D SCJVF1.ON ANYE FIECTRONNIC COPReE Z > Q a fA o m � ga 3 N2 u- O Nm �u �a aw O -_ O K o h y� Z L Q .w m m Tr e � h PROJECT BIGDN23001 DATE 202408-09 DRAWING SCALE 1'=20' DRAWN BY KC APPROVED BY JER 0 SHEET I R 1 W 9 W N O 1 O o � m N ❑ New Freestanding Building for. Z BIG DAN'S CAR WASH DESIGN DEVELOPMENT AA000D21 arm 1979 u5-1 r SCHEME F' a Member at rM American Wtlture al Archltrch o Sebastian, FL, 32859 — 100/LW'—Avenuc P-11,,bw,n-34663 City of Sebastian Phe a in iel .7sa www.ollverlarchl[ecl5aom 0 N 4 KEYED NOTES REVISIONS BY 18 V1° 9 <® 0 R = (4NI• X 74• LOVY p06 CANOPY POST A- X W GALVANIZED J-ANCNORA BY GG PAVEMENT ®�O racier,]sPSI .. • - � -• CONCSTE STaT RENGTH (4) 7 REBAR REINFORCEMENT DOTN WAY BY Or- Fj FOUNDATION F985 FIB CONCRETE wRH STEEL FIMWOR=lENT NOTE, IY' FOOT RATE DIM TO RN PARALELL TO VEHICLE TRAVEL (DI PAY STATION FOLINDATION DETAIL SCALE. 21/4 . 1'-0" pl MIERM LOOP - FIELD LOCATED - sEE ELECTRICAL PLANS LI�� PLC DETADER O LOOLLARDPLATE BEEWA AEL CAMERA TftW - SEE DETAIL 61AW 6/A67 LOOP IN CONCRETE O GATE - GG TO PROVIDE ELECTRCAL. CCNCFETE FOUNDATION REFER TO ELECTRICAL--- -- (SEE FOUNDATION DETAIL 5/ASV - _"R TO CIVIL J CARLIABN AND CAR WABFI -iI EQUIPMENT VENDOR DRAWINGS AND ELECTRICAL DRAWINGS EQUIPINENT ORAUIWR RO IA O9 APPXIMATE BECIRITY CAMERA LOCATION - PROVIDE P - Tyr'. IA XN, CONICUIT PROM EACH CAMERA LOCATICN TO OFFICE. FINAL ANGLE �aC 7 AND LOCATION TO BE COORDINATED WEN OUNER PRIOR To INSTALLATION - SEE CIVIL J ELECTRICAL DRAWWA PAT STATION C,4 O 4 1u, �71I FOIDNW. - BEE DETAIL " x II0 lre" 17 VS" 41ASI rSln) - TTP. l `"___ _—' ,I X� II r !nq� r---- '� X 80NINT'B PCs CURVED . 1 jj \ i1 `•ALL CUSTOMER" ' is jl ALUMINUM CCNOPT SlCdl - COORDINATE SIi PROVIOED BY CAR i II WITH GN VEPIDOR j K Ij UA&4 VENDOR LICENSE PLATE READER f1Va/I (COLOR - 9YI 6329 J CAMERA - SEE WA6N x •SNERWM WLLIAMB '�. / F - - - - �1 -94EWED"J AND ELECTRICAL PLANE X & 1 I Lr ` POs CANOPY POST i=.}I� . (COLOR -NAVY BLUE) _______-. i' BOLLARD - BEE \— it& GRADE J _ _, DETAIL 31A07 - TTP. , ] #411 I ii� x.I 1 1RDI94C 1 II 'MEMBER ON J y I ° I '-- -- 8 i eI- 1ATE II II W T4 TN SIGN VENDOR II �, 3 PAT STATION EA:IM MENT - REFER TO CAR NOTE. WEN ASH EQUIPMENT LICENSE PLATE E READR GG TO CO IRDNATE DIMENSIONS AND DRAWINGS - TYP. FOOTNO - BEE DETAIL MBTALLATION MOUIPW IENTS WITH 6/AS9 VENDOR (DI TYPICAL PAY STATION CANOPY ELEVATION (DI PAYASTATION ISLAND DETAIL "- GIBOIUND MOUNTED AC. UNITS - TO BE SCREENED WITH 48- 4IG4 SOLID PVC FENCE, COLOR TAN —. ---------------------� �-- --------- _---'4 ---------------- 1 I — 1 n C I I Lj s 1 I a ii `-rQ ------------------ — I I I 1 I 1 I 1 8 .4GGr=ss RCA4L7 IOIARCHITECTURAL SITE PLAN SCALE. VI6• . I'-0' F— W V— (9aw WW= �>U W U) 0 Dale: 07. 14. 25 She: AS NOTED Proled Mgr. AC Drawn: JN Job: 24438 Sheol AS1 ALLV.AOLM ®oOMB N A 84]IEB eNALL BE BET AT THE SAME HL•MaHT OUT OF THE - ADJACENT FINISH GRADE Yr VACW'T BOOM - SEE CAR WA014 DRAWING-* (AI MW DIA ALL THREAD ROD - DRILL AND EPDXT BASE PLATE NON-BHwrx GROUT DRIVE - SEE CIVIL DRALUDIW (WHERE ASPHALT IS SPECRED. CGNCIQTE IR" -ar CISEE TTP REMo.'E ASPHALT . CRRHED CIVIL IL STONEBELOW BADE PLATE =: AND PROVIDE CONCRETE TO d 1 TOP OF FOOTERJ &'-61 F ]'-O'FI THICK CCNCRE. FOIBYDATION WITH (S) 9 BW TIB AND (4J S wf T4M -- - - - (DIVACUIM BOOM FOOTING SCALE. 3/0" . P-m" I.PIi POLE ROWGATZIN FOOT X E DIM -< — EDGE OF6. x • :ti 1 g 3 m F? (]) ELECTRICAL GAL / (I.C�N•IFR£98ED NR 9 LFR POLE 14'x14" FOOT PLATE E.WE]" LQif J-BOLT WITH Y EMBEDIMFNi Or GL, G ; 01 TUB" q� 34e" +X RJi ` DIA ALL !M ilb" FLAT WAOFrR r READ -Y O D ROD DRILL AND EFOXY Y VACUUM-T I +j BOOM p 1 4" SAFE -1_1y , I T�' . PLATE �'*- T -'' TIE 3 9 • 1]- or-BYGG I ' I F V (3 EO. SPACED Z R y P.VcTiTJ ET 'Se, sire �• L �� j ]XI -! - Yl" ElLL TOP BY GL ]X4 9 • 11" EA 90". By GC I®• WHO WINDS EXCEED T® MfT:, VACWU M 60#" LPG! POLE 14TALLATION BOOM CANVAS CANOPIES SHALL SE FONpATIQJ RFJMOVED. PJ]9 FT0 CONCRETE STEEL REINFORCEMENT (DILICENSE PLATE FADER POLE FOOTER SCALE. I/4' • 1'-m" ]r-e• � _ 14. l 6-4• - f � iI _ i • y4 _ sr _ 01 i p i ( 0 H1,1111fil 1111101A.r,.I I. '1 1'I ■ IIj!.I ■ !11 111:rl ltl;1 e'X4' SCAMPER - BIOF'E / 6' cOaOxEre BLAB B" SPLIT -PACED CJ"ILL WALL WITH 5 AT BLAB 1/4' TYPICAL PER FOOT LIGHT BROOM FIN:844 ]A" OL. MAX IN GROUT FILLED CELL PAINT TO MATCH 'MAN FIELD 4 CAP" EXTERIOR PAINT COLOR ("P.4- SANDY RIDGE - SEE _FEET A4A) \ SPLIT -FACED CMIU BLOCK \ PAINT DOOR AND FRAME VP-T- BLACK BROWN WE BNEST AIe1 EIFS TRIM WITH ALIUMNIPI PUSH' K"ATION EIFB TRIM WITH ALUMINUM CAP FLAOFdING PAINT TO MAT"'"AIN FIELD 4 OAP" EXT-_ROR PAINT COLOR OF-4- -•-y SANDY RPM - BEE SHEET A41tJ r I 1 1 aPLlr-racm aMu BLOCK I1 -T I t_ L TTI 4 I 1 I 1 I 1 1 r I r F r r IrSI r 11 NDE�IE.•1R E.EVATION vArAW ENCLOSURE DETAILS / FISQUAMENT_ SHALL COMPLY WITH LOCAL JURISDICTIONS VACUUM ENCLOSURE DETAIL SCALE, 1/4' . T'-W II'-4" APP. _ TOP OF t ENCLOSURE %4,AT. r FRAME URE AVI'!MWT W.V. FFE TOP OF BLAB II'-4" AFF. TOP OF ENCLOSURE y� O'X4" SCUPPER - SLOPE BLAB 116 PER FOOT - TYPICAL OJRB GRADE 1 TOP FFE. 1 OF BLAB MATCH EXTERIOR PAINT COLORS WITH EXTERIOR OF BUILDING OUTLINE OF VAQIIM BOOM - By OTHERS UNDERGROUND ELECTRICAL CONDUIT. 0 4 r NACU M PIPING AND AIR LINE AT EACH VAC LM LOCATION REFER TO MARWABH EQUIPMENT DRAW'ra0 - - - pyUUN. r+ CONCRETE SIMON ' J TO BE FLUSH WITH Lk-" - I PAR<NG,SURFA=I ! - 11 I- EASE '- VACUUM PLATE AND FLAbTlrC YELLO WHEELSTOP TO ALIGN I - - - VACUUM BOOM FOOT SEE DETAIL NAB] ` 4. .. - SEE CIVIL q$a~ - l �- PARKING STRIPE - SEE q CIVIL DRAWIN35 PARJOW. SURFACE - V WE SITE PLAN ! - CIVIL DRAW ING° I� 41 �.MOM. REFER TO WASH ORAWMGS FOR j s - .AO,ITIO4AL S4FORIATION.r OIPARKING DETAIL SCALE, V4' . I'-0- ` SEE CIVIL PLAN T 4" THICKRE CONCRETE SIDEWALK WITH 6x6 LAATAIA.4 W1UP. - LIGHT BROOM FINISH PAVEMENT 1.19% MAX SLOPE I ' SWS'ACE - LJI - Iq. I_OLATIW JOINT I V - RE4 EAR CONY. 6 � (DI SIDEIL" OWN SECTION DETAIL SCALE: 3/4" . I'-0- ■ IIrnIEnl s s ■ I _ �-- e' SPLIT -FAD CMJL _ WALL WITi S AT 24" S OC. MAX V GROAT - - FILLED CELL Y 6' CONCRETE FLAB LIGHT BROOM FMiFH LN % r PECK PW' ]"x]- GALV. STEEL TUBE FRAME COVERED WITH SOLID PVC f FENCE PANELS. COLOR. 'AN GC TO FIELD PAINT (MATCH SANDY RIDGE 12ll DIMPSTER DETAILS / REQUIREMENTS SHALL COMPLY WITH LOCAL IMSPICTIONS MOUNT GATE ON ADJOINING 2 CMU: WALL W/ ALL HARDWAFE AS REQUIRED - U � GRADE i I Li ]'x]-GALV. STEEL TUBE FRAME /- VERED WITH SOLD PVC PENCE PANELS, CALOM TAK GC TO FIELD PAINT (MATCH SANDY RIDGE -P.4') 9 PPOW ELEVATION (DIDUMPSTER ENCLOSURE DETAIL SCALE: V4- . 1'-b" DOMED CONCRETE CAP 4". GIVANIZED STEEL PIPE BOLLARD FILLED WITH CONCRETE - PANT GLOBS WHITE SEE CIV!L ENGNEERIIYa SITE PLANS FOR GRADES AND SLOPE& Z., - V-m" SQUARE OR ROL40 . .. " CLNONETE FOOTING 9; (DIPIPE BOLLARD DETAIL SCALE. 3/4" . 1'-V- - �rr DROP PI •.O_E rTTPJ NOTE: MATCH EXTERIOR PAN, COLORS WITH EXTERIOR OF BUU:LDING PAINT CAP TO MATCH 'ACCENT" EXTERIORPAW COLOR (-P-6" SIERRA TAN NFS m" WITH A.JMw UIT CAP - SEE 84EET A l SPLIT -FACED CMU BLOCK n PANTO MAT.. FIELD.ROR PANT 1 1 1 I 1 COLOR (P-4' SANDY RIDGE - SEE SHEET A44) - _ L - _T�E" 17L-1 I-L I 1 I I I f 1 I 1 I I ! I 61D£�F _,a M"ATION E FB TRIM K.C. BLOCK WITH (I)'S CONTRWOUB _ -5 VERTICAL BARS AT 24- OG - IN GROUT FILLED CELL SMOOTH STRUCK PANTED AT INSIDE FACE OF WALL - e• SELIT. CMU WITH HORIZONTAL JOINT REIPP. AT 4" OL. SMOOTH STRUCK PANTED AT INSIDE FACE OF WALL } - Q G 7 VERTICAL EARS -3 AT 24• LAP WITH WALL STEEL 30" MILK, S" IB9 3BPSI. CONK. Y _ SLAB WI: H 13 WITH x 6" - I®/l0 IUIIIF. CI L - SEE STRICTJRAL � � 1 CONY. IN THICK@NED EDraE SLAB EDGE OIENCLOSURE WALL SECTION SCALE: 3/4' . I'-O' R=VLSIONS BY u LI.I LL 2 1L w G W ❑ Lu = wU Cl) Dale: 07. 14. 25 Scale: AS NOTED Pr*Li Mgr. AC Drawn: JN Job: 24-038 Sheet U;h EXTERIOR FINISH SCHEDULE - ULTRAMARINE BLUE - RAL 5 - SNERWIN WILLIAMS - COLOR SW6320 - FIREWEED OSNERWIN WILLIAMS - COLOR SW1541 - SANDBAR SN—IN WILLIAM9 • COLIA2 9UN939 - 5A21DY RI— SNERWIN WILLIAMS - COLOR SItUT006 - EXTRA WHITE QKYNAR S00 - SER RA TAN (COPING+ / CAP / DOWNSPOUTS) -KYNAR 500 - RAL%=2- 15LACK BROWN (PRE -PAS. / PRE-ENG. CANOPY / M'I DOORS / ROLL -UP GARAGE DOOR) .STANDING SEAM METAL ROOF SYSTEM - PETERSEN AWMINRM - PAC -CLAD - COLOR AWARD BLUE 8— NOTE: DETAILS ARE FOR DES.,-4 AND COLOR REVIEW ONLY. CODE COMPLIANCE WLL OCCUR WIDER BUILDING PERMIT REMEW. W NIGHEe.Ea T POINT tt 25'-4" A TFF. TOWER TfaSes BEARING J r TOWER BEARNG-.-_y/ 11'-4" AFF. TRUSS BEARING 'L 14�'-C' AFF. BEARING W-W AFF- BOTTOM OF CANOPY 01-0` SFFE. ' TOP O' SLAB T (DlwEST EXTERIOR ELEVATION SCALE. 1/0' • Y-0• SKMAGE NOTE: DETAILS ARE FOR DES - AND COLOR REVIEW ONL, CODE COMPLIANCE WILL OCCUR IAIDER BUILDING PERMIT REVIEW. aV 21'-10" AFF. TO' GF TOLER A. 21'-4• AFF. TOILER TRA BEARING TOP AFF. TOP OF STORETRONT Al,,,0'-0' "PE - TOP OF SLAB .MACE NOTE: DETAILS ATE Pq¢ MOM AND COLOR REVIEW ONLY. CODE COMPLIANCE WILL OCCUR UNDER BUILDING FFwr IT REVIEW. e 29'-4" OFF. CLEARING TRN99 BEARIIY' '7 TRIBBAPF �ARI�IG BOTTOFI OF CANOPY 1 0'-0' FFE TOP OF $LAS SIGNAGE NOTE: DETAILS ARE FOR OES.A AND COLOR RE VIEW ONLY. CODE COMPLIANCE WILL OCCUR UNDER G BUILDINPERMIT REV'W:: CAR WASH j OIEAST EXTERIOR ELEVATION SCALE. 1/8" . I'-0" 101NORTH EXTERIOR ELEVATION SCALE 1/9" . F-0' / LIED/ 6'� P ?GENE✓ � ;ot.aR tnNIE> — 35•-m� —y. HIGHEST PORT' YI rr.. _ BOOMY COL UI-N 4• AFF. R - SW iN ED`) II 4' iff ISE4RN. IW-@• AFF. ri TRim Y BEARING .y _ B'-S' AFF, C4ONCREM ARCING S SEE CIVIL I ....... TOP of SLAB FROM ELEVATION BIDE ELEVATION OlVACUUM CANVAS CANOPY ELEVATIONS SCALE. 1/4" • I'-0' lOI SOUTH EXTERIOR ELEVATION 6M ELEVATION FRONT ELEVATION OlPOS CANOPY ELEVATIONS SCALE 1/4' . I'-0" NICeNEST POINT t 25'-4' AFF. TOWER TRUSS BEARING TR's Y BEARING 14'-0' AFF. TRUSS BEARING B'-S' AFF. BOTTOM OF$ CMOPY C-0• FFE. TOP 6 $LaB REVISIONS BY 2 WL (D (L Fn L W O = � U WU 0 S O OI m C U A C m M W Q ul J R C N Z W r+ a LL 0 N 0 Z m Dete: 07. 14. 25 SCBIS: AS NOTED Pmjm Mgr: AC D— VA Job: 24-038 Sheet A3 n CONTACTS: AUX BERNARD ENGINEER: CITY OF SEBASTIAN JASON SHERIDAN, P.E. COMMUNITY DEVELOPMENT DIRECTOR PENNON[ 1225 MAIN STREET 5755 RIO VISTA DRIVE _ SEBASTIAN, FL 32958 CLEARWATER, FL 33760 PHONE: (772) 368-9228 PHONE: C727) 325-1257 WAYNE ESELTINE SURVEYOR: CITY OF SEBASTIAN BUILDING JAMES E. PWURAK, PSM DEPARTMENT 8 FIRE PREVENTION 50UTNEA.STERN SURVEYING AND MAPPING 1225 MAIN STREET CORPORATION SEBASTIAN, R. 32958 6500 ALL AMERICAN BOULEVARD PHONE: (772) 388-8235 ORLANDO, FL 32810-1350 PHONE: (407)292-8580 KEVIN OSTHUS INDIAN RIVER COUNTY UTILITIES APPLICANT: 18D1 27TH ST JARRETT SHADDAY SR. VERO BEACH, FL 32960 BIG DAN'S CAR WASH - A DIVISION OF THE PHONE: (772) 226-1824 SH ODAY COMPANY PO BOX 287 JOHN LUPOE ROME, GA 30162-0287 FLORIDA POWER A LIGHT EMAIL: 3301 ORANGE AVE, FORT PIERCE, FL 34947 ARCHITECT: PHONE: (772) 489.6255 AARON COY OLIVERI ARCHITECTS 10941NDIANNA AVE PALM HARBOR, FL 34633 EMAIL: ACOY@OUVERIARCHITECI5.COM REQUIRED JURISDICTIONAL PERMITS: SJRWMD FDOT DRAINAGE PERMIT FDOT RIGHT-OF-WAY PERMIT IRC UTILITY CONSTRUCTION PERMIT CITY OF SEBASTIAN STORMWATER CITY OF SEBASTIAN LAND CLEARING !TREE REMOVAL CITY OF SEBASTIAN DRIVEWAY/ROW/UTILITY PERMIT CITY OF SEBASTIAN DEWATERING PERMIT (REQUIRED IF DEWATERING OCCURS) FDEP NOI DOH OIL/ WATER SEPARATOR DEPARTMENT OF HEALTH PRE -DEMOLITION PERMIT, SEPTIC AND WELL ABANDONMENT PERMITS 4- Knowwharsbelow. Cell before you dig. TICKET NUMBER(S): 164406317 SOILS MAP Scale: 1" = 400' BIG DAN'S CAR WASH - SEBASTIAN SITE PLAN SUBMITTAL 1979 US HIGHWAY 1 SEBASTIAN, FL 32958 PREPARED FOR: OWNER/DEVELOPER BIG DAN'S CAR WASH - A DIVISION OF THE SHADDAY COMPANY PO BOX 287 ROME, GA 30162-0287 (706) 295-2285 \ a 7ANI�10� CR T ' bl.L� RT1'ERFROYT MI1C8U +' PROJECT 1M11Y1■A AREA i 1 roti lxr.: cx Ft.L. RRFAFRbzs I FLr. Itl\ 6AFRUNT A1IItiU Lft LOCATION MAP Scale: 1" = 200' PREPARED BY: PENNONI ASSOCIATES INC. / 5755 Rio Vista Drive Pennons Clearwater, 33760 T 727.536.8772 FLORIDA COA 7819 LEGAL DESCRIPTION Sheet List Table Sheet Sheet Number Sheet Title Description 1 CS0001 Cover Sheet 2 1 CS0002 General Notes 3 CS0201 Existing Conditions Plan 4 CS0501 Damalition A Erosion Control Plan 5 CS0502 Erosion Control Notes 8 Details 6 CS1001 Site Plan 7 CS1201 Circulation Plan I a CS1501 Grading and Drainage Plan 9 CS1701 Utility Plan 10 CS4001 Perimeter Profiles 11 CS6001 Site Details 12 CS6002 Site Details (2) 13 CS6021 Drainage Details 14 CS6022 Drainage Details (2) 15 CS6031 Utility Details 16 CS6032 Utility Detalls(2) 11 GS6041 Water Details 18 CS6051 Sewer Details 19 CS6052 Sewer Details (2) 20 GS6053 Sewer Details (3) 21 CS9501 SWPPP FEMA MAP Scale: 1" = 500' That part of the Southerly 115 feet of Lot 26 and that part of the Northerly 20 feet of Lot 27 of the Plat of Wauregan, as filed in Plat Book 1, page 179 of the Public Records of St. Lucie County, Florida, which lies West of the West right of way tine Route 1, said land now lying and being in Indian River County, Florida. Together with the Easterly one-half of that portion of abandoned Wauregan Avenue adjacent to the aforesaid lots as abandoned by Ordinance No. 0-85-17 as recorded in Official Records Book 717, page 2907, Public Records of Indian River County, Florida. Being more particularly described by metes and bounds as follows: Begin at the intersection of the Northerly line of said Lot 27 with the Westerly right of way line of U.S. Highway No. 1; thence South 36 degrees 39' 37" East along said Westerly right of way line for 20.19 feet to an intersection with a line being 20 feet Southerly of, as measured at right angles and parallel to the aforementioned North line of Lot 27; thence South 45 degrees 26'02" West along said parallel line for 366.15 feet to an intersection with the centedine of the abandoned 80 foot right of way of aforesaid Wauregan Avenue; thence North 44 degrees 33'58" West along said centerline for 135.02 feet to an intersection with the Westerly extension of a line being 115 feet Northerly of, as measured at right angles and parallel to the South line of said Lot 26; thence North 45 degrees 26' 02" East along said parallel line for 384.89 feet to an intersection with the said Westerly right of way line of U.S. Highway No. 1; thence South 36 degrees 39' 37" East along said right of way line for 116.11 feet to the Point of Beginning. U N ■ � ct Ln W j m % w LL LL 0 A2 U. a J r (a mn u Q n a1 o Z v m 0 0� 0a a LU n W a r D Y ao �3 zC ¢ 3 \a�p\\yNIll lllrfry7j /j tJ D p Z wo mEi r"-JASOTV i � 1.IGENe�i �LLw JdI' 1 NSWN LLrw w Z K _=•l :A•= �' 1iTA7E OF 2 �wm l z Z W pir,U 2 M¢K o N Z Q a O F_ a C0 Q U) coF W LU Cn 1— O 1 m _ < W W Z O f/) Q LL Z: CO Z n� >C xb � y s a W j3 EL C O a m > u = U g UW m 0 U) K U Z Q m z m (� m 0 IE f _ PROJECT BIGON23001 DATE JULY2024 TRA—G—E NITS DRAWN BY JD APPROVED BY JS CS0001 SHEET 1 OF 21 GENERAL NOTES: 1. CONTRACTOR IS REQUIRED TO FOLLOW ALL STATE AND LOCAL BUILDING AND DEVELOPMENT CODES AND STANDARDS. ALL WORK WITHIN THE FOOT RIGHT-OF-WAY SHALL BE IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF TRANSPORTATION'S STANDARDS FOR ROAD AND BRIDGE CONSTRUCTION. FEDERAL ADA REQUIREMENTS WILL SUPERSEDE ALL CONFLICTS WITH STATE AND LOCAL STANDARDS. ALL DEVIATONS FROM THE FLORIDA DEPARTMENT OF TRANSPORTATION ENGINEERING DESIGN STANDARDS SHALL BE SPECIFICALLY ADDRESSED IN WRITING FOR REVIEW AND APPROVAL BY THE FLORIDA DEPARTMENT OF-IMSPORTAT10N ENGINEER PRIOR TO RIGHT-OF-WAY FINAL ALL OTHER ERRORS, OMISSIONS OR CONFLICTS WITH THE SITE PLAN OR SPECIFICATIONS SHALL BE RESOLVED IN FAVOR OF THE CITY OF SEBASTIAN ENGINEERING DESIGN STANDARDS 2. ALL WORK OR MATERIALS WHICH DO NOT CONFORM TO THE SPECIFICATION OF THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARDS SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION OR ANY WORK PERFORMED WITHOUT AN INSPECTION BY A REPRESENTATIVE OF THE FLORIDA DEPARTMENT OF TRANSPORTATION IS SUBIECTTO REMOVAL AND REPLACEMENT AT THE CONTRACTOR'S EXPENSE 3. THE CONTRACTOR IS REQUIRED TO GETALLTHE NECESSARY RIGHT-OF-WAY PERMITS AND PROVIDEALL NECESSARY WORK ZONE CONTROLS AND SAFETY REQUIREMENTS FOR THE PROJECT. TRAFFIC CONTROLS ARE REQUIRED FOR ALL WORK WITHIN THE RIGHT-OF-WAY. CITY OF SEBASTIAN HAS ADOPTED THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS AND REQUIRES A MAINTENANCE OFTRAFFIC PERMIT TO ENSURE COMPLIANCE WITH THESE STANDARDS. A TRAFFIC MAINTENANCE PLAN IS REQUIRED FROM THE CONTRACTOR AND MUST BE APPROVED BY THE CITY OF SEBASTIAN TRANSPORTATION DEPARTMENT PRIOR TO STARTING WORK IN THE RIGHT-OF-WAY. FOR MORE INFORMATION THE CONTRACTOR SHOULD REFERENCE CITY OF SEBASTIAN ENGINEERING DESIGN STANDARDS AND THE CURRENT VERSION OF SECTION 600 AND SECTION 700 OF F.D.O.T. STANDARD SPECIFICATIONS- CONTRACTORS FAILURE TO COMPLY WITH THESE REQUIREMENTS COULD RESULT IN THE CITY OF SEBASTIAN IMPOSING A STOP WORK ORDER ON THE PROJECT. 4. THE CONTRACTOR SHALL ENSURE THAT WITH ALL ROAD IMPROVEMENTS, THE EXISTING ASPHALT ROAD EDGE IS CUT BACK A MIN. OF 1 FT FOR THE ENTIRE LENGTH OF THE ASPHALT WIDENING TO BE CONSTRUCTED AND ANY OF THE EXISTING THERMOPLASTIC STRIPING REMAINING ALONG THE CUT EDGE WILL BE GROUND OFF. THE SUBBASE AND CUT EDGE ARE TO BE TACK COATED PRIOR TO THE INSTALLATION OF THE NEW ASPHALT, AND THAT ALL NEW STRIPING SHALL BE THERMOPLASTIC AND PLACED ALONG THE CURB PER M.U.T.C.D. SPECIFICATIONS. 5. ALL BROKEN AND VERTICALLY MISAUGNED SECTIONS OF EXISTING SIDEWALKS AND CURB IN THE FDOT RIGHT-0FWAY DIRECTLY ADJACENT TO THIS SITE THAT DO NOT MEET ADA MINIMUM REQUIREMENTS SHALL BE REPLACED AT THE OWNERS EXPENSE S. SIDEWALKS PASSING THROUGH DRIVEWAY APRONS SHALL COMPLY WITH LATEST VERSION OF THE FEDERAL A.D.A. SEE ALSO F.D.O.T. INDEX 515 PAGES 1-6 FOR MORE DETAILS 7. CONTRACTOR SHALL INSTALL EXPANSION JOINTS AT INTERVALS OF 100 FT. ON CENTER FOR ALL CURB GUTTER AND SIDEWALK INSTALLED IN THE RIGHT-OF-WAY. CONTRACTION JOINTS ARE TO BE SAW CUT AT 5' ON CENTER FOR SIDEWALKS AND 10' ON CENTER FOR CURB. EXPANSION MATERIAL IS NOT TO BE PLACED BETWEEN THE BACK OF THE CURB AND THE SIDEWALK OR DRIVEWAY APRON. FOR ADDITIONAL DETAILS REFER TO F.D.O.T. INDEXES 300 AND 310. 8. CITY OF SEBASTIAN REQUIREMENTS FOR MATERIALS TEST REPORTS SHOULD BE DETERMINED ATTHE BEGINNING OF THE PROJECT T AND SHOULD BE AVAILABLETO THE INSPECTOR ATTHE HE OF REQUIRED INSPECTION. CONTRACTOR IS RESPONSIBLE FOR ALL REQUIRED TESTING OF RIGHT-0E-WAY IMPROVEMENTS AT THE APPROPRIATE TIME DURING DEVELOPMENT TO ENSURE COMPLIANCE WITH MINIMUM CITY OF SEBASTIAN DESIGN STANDARDS. CERTIFIED TEST REPORTS ARE REQUIRED FOR COMPACTION OF SUI GRADE AND BASE COURSE 9. CONTRACTOR IS RESPONSIBLE FOR RESTORATION OFALL RIGHT -OF- WAY DISTURSED OR DAMAGED DURING CONSTRUCTION UP AND TO THE POINT THAT FINAL RIGHT-OF-WAY, SWALE AND OTHER DIFFERENCES IN GRADE INCLUDING PRIVATE PROPERTY SHOULD BE GRADED AT A 4:1 SLOPE. THESE AREAS SHALL BE COVERED WITH HYDRO SEED OR SOD. SOD ONLY 1S TO BE PLACED ALONG THE EDGE OF NEW OR EXISTING PAVEMENT AND SO -FEET IN ALL DIRECTIONS AROUND STORM WATER INLETS. THIS INCLUDES PROPERTIES LOCATED ACROSS ALLEYS IMPROVED AS PART OF THE PROJECT. 10. THE CONTRACTOR WILL BE REQUIRED TO CONTACT THE SITE DEVELOPMENT AND REVIEW DIVISION AND FDOT TO COORDINATE THE INSTALLATION AND INSPECTIONS FOR REROUTING OF THE CITY OF SEBASTIAN / FOOT STORM WATER SYSTEM. AFTER ALL OF THE NEW PIPES AND STRUCTURE HAVE BEEN INSTALLED AND APPROVED BY THE CITY OF SEBASTIAN AND FOOT, THE OLD PIPES AND ANY STRUCTURES ON THE PROPERTY MUST BE REMOVED. THE CONTRACTOR WILL BE REQUIRED TO PROVIDE A SURVEYOR TO DO THE LAYOUT FOR INSTALLATION OF THE NEW SYSTEM. 11. THE SITE CONTRACTOR WILL BE RESPONSIBLE TO ENSURE THAT ALL ABOVE GROUND PUBLIC UTILITY STRUCTURES IN THE RIGHT-OF-WAY WILL BE RELOCATED TO THE UTILITY EASEMENT BEHIND THE RIGHT-0FWAY UNE THISWOULD INCLUDE ALL TYPES SUCH AS POWER POLES, TELEPHONE CONNECTION BOXES, SWITCH GEARBOXES AND ANY STRUCTURES USED TO SUPPLY OR SUPPORT A PUBLIC SERVICE NOT SUPPLIED BY FLORIDA GOVERNMENTAL UTILITY ALL AUTHORITY. FOR AOTHER UTILITIES MAINTAINED BY FLORIDA GOVERNMENTAL UTUTY AUTHORITY 12. ALL FRAMES, COVERS, VALVE BOXES AND MANHOLES SHALL BE ADJUSTED TO FINISHED GRADE UPON COMPLETION OF PAVING OR RELATED CONSTRUCTION 13. ROUND STORM DRAINS ADJACENT TO INLETS ARE SUMP WELLS THAT CONNECT TO UNDERGROUND RETENTION SYSTEMS THAT PARALLEL THE RIGHT-OF-WAY AND SHALL BE ATTACHED TO INLETS AS PER DETAILS SHOWN. 1.4. ALL WORK/MATERIALS THAT DO NOT CONFORM TO LOCAL OR STATE STANDARDS, OR THAT ARE NOT PROPERLY INSPECTED BY A CITY OF SEBASTIAN REPRESENTATIVE ARE SUBJECT TO REMOVAL, OR REPLACEMENT AT THE CONTRACTORS EXPENSE ALL CONCRETE WITHIN R.O.W. MUST BE 3000 P.S.I. MINIMUM. 15. ALL PROPERTY SURVEY MONUMENTS IN RIGHT-OF-WAY ARE TO BE IN PLACE AND MARKED PRIOR TO REQUESTING SERVICES FOR SURVEYING LAY OUT AND/OR INSPECTIONS. ALL PROPERTY CORNERS AND SURVEY MONUMENTS SHALL BE PRESERVED. IF A PROPERTY CORNER OR MONUMENT IS DISTURBED OR DESTROYED DURING CONSTRUCTION, THE PROPERTY CORNERS OR MONUMENTS SHALL BE RESTORED WITH LIKE AND KIND OF MATERIALS PRIOR TO ENGINEERING FINAL 16. A PRECONSTRUCTION MEETING WITH THE CITY OF SEBASTIAN AND FOOT INSPECTORS, THE CONTRACTOR AND ANY SUBCONTRACTORS IS REQUIRED PRIOR TO COMMENCING WORK IN THE CITY OF SEBASTIAN AND FOOT RIGHT-OF-WAY. 17. THE CONTRACTOR SHALL RESTORE ALL RIGHTS -OF -WAY DISTURBED OR DAMAGED PRIOR TO A COUNTY SITE DEVELOPMENT REVIEW FINAL 18. ANY DIFFERENCES IN GRADE BETWEEN THE ALLEY PAVEMENT EDGE AND PRIVATE PROPERTY SHALL BE GRADED AT A 4:1. SLOPE GRADING NOTES: 1. A GEOTECHNICAL ENGINEER IS REQUIRED TO INSPECT, TEST AND CERTIFY TO THE COMPACTION OF ALL LOAD BEARING FILLS. ALL EXISTING UNDERGROUND UTILITIES SHALL BE REMOVED OR RELOCATED. THE PREPARED SUBGRADE SHALL BE PROOF ROLLED WITH A SMOOTH -DRUM VIBRATING ROLLER TO DELINEATE SOFT/UNSTABLE AREAS AND COMPACT SOILS DISTURBED DURING EXCAVATION OPERATIONS. AREAS WHICH EXHIBIT INSTABILITY SHALL BE UNDERCUT AND REPLACED WITH LOAD -BEARING FILL. 2. MINIMUM PAVEMENT GRADE SHALL BE 1.0%SLOPE UNLESS NOTED OTHERWISE. 3. BEDDING REQUIREMENTS SPECIFIED HEREIN ARE TO BE CONSIDERED AS MINIMUMS FOR RELATIVELY DRY, STABLE EARTH CONDITIONS. ADDITIONAL BEDDING SHALL BE REQUIRED FOR ROCK TRENCHES AND WET AREAS. CONTRACTOR SHALL HAVE THE RESPONSIBILITY TO PROVIDE SUCH ADDITIONAL BEDDING AS MAY BE REQUIRED TO PROPERLY CONSTRUCT THE WORK. 4. COMPACTION OF THE BACKFILL OF ALL TRENCHES SHALL BE COMPACTED TO THE DENSITY OF 95%OF THEORETICAL MAXIMUM DRY DENSITY (ASTM D698). BACKFILL MATERIAL SHALL BE FREE FROM ROOTS, STUMPS, OR OTHER FOREIGN DEBRIS AND SHALL BE PLACED IN LIFTS NOT TO EXCEED B INCHES IN COMPACTED FILL THICKNESS. CORRECTION OF ANY TRENCH SETTLEMENT WITHIN A YEAR FROM THE DATE OF APPROVAL WILL BE THE RESPONSIBILITY OF THE CONTRACTOR. 5. THE CONTRACTOR WILL ENSURE THAT POSITIVE AND ADEQUATE DRAINAGE IS MAINTAINED AT ALLTIMES WITHIN THE PROJECT LIMITS. THIS MAY INCLUDE, BUT NOT BE LIMITED TO, REPLACEMENT OR RECONSTRUCTION OF EXISTING DRAINAGE STRUCTURES THAT HAVE BEEN DAMAGED OR REMOVED OR REGRADING AS REQUIRED BY THE ENGINEER, EXCEPT FOR THOSE DRAINAGE ITEMS SHOWN AT SPECIFIC LOCATIONS AND HAVING SPECIFIC PAY ITEMS IN THE DETAILED ESTIMATE, NO SEPARATE PAYMENT WILL BE MADE FOR ANY COSTS INCURRED TO COMPLY WITH THIS REQUIREMENT. e. THE CONTRACTOR SHALL PROVIDE ANY AND ALL EXCAVATION AND MATERIAL SAMPLES NECESSARY TO CONDUCT REQUIRED SOIL TESTS. ALL ARRANGEMENTS AND SCHEDULING FOR THE TESTING SHALL BE THE CONTRACTOR'S RESPONSIBILITY. T. SOILS TESTING AND ON -SITE INSPECTION SHALL BE PERFORMED BY AN INDEPENDENT GEOTECHNICAL ENGINEER. THE SOILS ENGINEER SHALL PROVIDE COPIES OF TEST REPORTS TO THE CONTRACTOR, THE OWNER AND THE OWNER'S REPRESENTATIVE AND SHALL PROMPTLY NOTIFY THE OWNER, HIS REPRESENTATIVE AND THE CONTRACTOR, SHOULD WORK PERFORMED BY THE CONTRACTOR FAIL TO MEET THESE SPECIFICATIONS. B. CONTRACTOR SHALL FURNISH AND MAINTAIN ALL NECESSARY BARRICADES AROUND THE WORK AREA AND SHALL PROVIDE PROTECTION AGAINST WATER DAMAGE AND SOIL EROSION. 9. ELEVATIONS ARE BASED ON NORTH AMERICAN VERTICAL DATUM OF 1980 (NAVD 88). UTILITY NOTES: 1. ALL PIPE LENGTHS AND DISTANCES BETWEEN STRUCTURES ARE MEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE ALONG A HORIZONTAL PLANE 2. ALL STORM DRAINAGE PIPE SHALL BE LAID ON SMOOTH CONTINUOUS GRADES WITH NO VISIBLE BENDS AT JOINTS. 3. BEDDING REQUIREMENTS SPECIFIED HEREIN ARE TO BE CONSIDERED AS MINIMUMS FOR RELATIVELY DRY, STABLE EARTH CONDITIONS. ADDITIONAL BEDDING SHALL BE REQUIRED FOR ROCK TRENCHES AND WET AREAS. CONTRACTOR SHALL HAVE THE RESPONSIBILITY TO PROVIDE SUCH ADDITIONAL BEDDING AS MAY BE REQUIRED TO PROPERLY CONSTRUCT THE WORK 4. COMPACTION OF THE BACKFILL OF ALL TRENCHES SHALL BE COMPACTED TO THE DENSITY OF 95% OF THEORETICAL MAXIMUM DRY DENSITY (ASTM D698). BACKFILL MATERIAL SHALL BE FREE FROM ROOTS, STUMPS, OR OTHER FOREIGN DEBRIS AND SHALL BE PLACED IN LIFTS NOT TO EXCEED B INCHES IN COMPACTED FILL THICKNESS. A REPORT FROM A GEOTECHNICAL ENGINEER MAY BE REQUIRED BY THE PUBLIC WORKS INSPECTOR. CORRECTION OF ANY TRENCH SETTLEMENT WITHIN A YEAR FROM THE DATE OF APPROVAL WILL BE THE RESPONSIBILITY OF THE CONTRACTOR 5. THE CONTRACTOR WILL ENSURE THAT POSITIVE AND ADEQUATE DRAINAGE IS MAINTAINED AT ALL TIMES WITHIN THE PROJECT LIMITS. THIS MAY INCLUDE, BUT NOT BE LIMITED TO, REPLACEMENT OR RECONSTRUCTION OF EXISTING DRAINAGE STRUCTURES THAT HAVE BEEN DAMAGED OR REMOVED OR REGRADING AS REQUIRED BY THE ENGINEER. EXCEPT FOR THOSE DRAINAGE ITEMS SHOWN AT SPECIFIC LOCATIONS AND HAVING SPECIFIC PAY ITEMS IN THE DETAILED ESTIMATE. NO SEPARATE PAYMENT WILL BE MADE FOR ANY COSTS INCURRED TO COMPLY WITH THIS REQUIREMENT. 6. CONTRACTOR IS RESPONSIBLE FOR ALL UTILITY CONNECTION FEES. 7. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES AND TO TAKE WHATEVER STEPS NECESSARY TO PROVIDE FOR THEIR PROTECTION. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE LOCATIONS OF UTILITIES SHOWN OR NOT SHOWN. THE CONTRACTOR SHALL CONTACT THE UTILITY COMPANIES FOR EXACT LOCATION OF THEIR UTILITIES PRIOR TO STARTING CONSTRUCTION. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO REPAIR AND REPLACE ANY AND ALL DAMAGE MADE TO UTILITIES BY THE CONTRACTOR. 8, THE CONTRACTOR SHALL COORDINATE LOCATION AND INSTALLATION OF ALL UNDERGROUND UTILITIES AND APPURTENANCES TO MINIMIZE DISTURBANCE TO CURBING, PAVING, AND COMPACTED SUBGRADE. 9. CONTRACTOR SHALL EXCAVATE ONLY AS MUCH TRENCH WHICH PIPE CAN BE INSTALLED AND TRENCH BACKFILLED BY THE END OF EACH WORK DAY. 10. ALL UNDERGROUND UTILITY TRENCHES SHALL BE BACKFILLED WITH SAFE CLEAN FILL. 11. FLOW PRESSURE TO ALL FIRE HYDRANTS SHALL HAVE MINIMUM 800 GALLONS PER MINUTE AT A MINIMUM RESIDUAL PRESSURE OF 20 POUNDS PER SQUARE INCH. 12. THE CONTRACTOR OR OWNER'S REPRESENTATIVE WILL BE RESPONSIBLE FOR OBTAINING AN APPROPRIATELY SIZED TEMPORARY JUMPER ASSEMBLY WITH METER FROM THE INDIAN RIVER COUNTY'S UTILITY COLLECTION AND DISTRIBUTION DEPARTMENT, PRIOR TO RECEIVING CITY WATER FOR CONSTRUCTION AND/OR TYING INTO ANY EXISTING POTABLE WATER MAIN LINES. A BILLING ACCOUNT MUST BE SET UP THROUGH THE CITYS CUSTOMER BIWNG DEPARTMENT PRIOR TO INSTALLATION. A REPRESENTATIVE FROM THE INDIAN RIVER COUNTY'S DEVELOPMENT SERVICES, MUST BE NOTIFIED 48 HOURS IN ADVANCE OF INSTALLATION AND BE PRESENT TO WITNESS AND RECORD THE INSTALLATION PROCESS. ACCOUNT DOCUMENTATION MUST BE SUBMITTED TO THE SITE DEVELOPMENT AND REVIEW INSPECTOR AT THE TIME OF METER INSTALLATION. AFTER CONSTRUCTION IS COMPLETE AND BEFORE THE TEMPORARY JUMPER AND METER IS REMOVED ALL POTABLE WATER MAINS SHALL BE FLUSHED AND PRESSURE TESTED PER AW WA SECTION C BW AND DISINFECTED PER AW WA C_651. 13. THE CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE INDIAN RIVER COUNTY'S UTILITIES COLLECTIOWDISTRIBUTION DIVISIONA MINIMUM OF 7 DAYS PRIOR TO ANY SHUT DOWN OR DIVERSION OF AN EXISTING WATER MAIN. A48 HOUR NOTICE IS REQUIRED FOR A PRESSURE TEST, HOT TAP, OR TIE INTO EXISTING UTILITY MAIN, AND PRIOR TO BEGINNING ANY UTILITY CONSTRUCTION. ALSO, THE CONTRACTOR WILL DISTRIBUTE ANY INTERRUPTION OF SERVICES NOTICES TO ALL AFFECTED PARTIES AND THE CITY WILL DISTRIBUTE ALL BOIL WATER AND RESCISSION NOTICES. 14. IF ANY UTILITY WORK (WATER, SEWER AND IRRIGATION) IS PERFORMED AFTER HOURS (SCHEDULED OR UNSCHEDULED) AND THE UTILITY WORK REQUIRES THE PRESENCE OF A INDIAN RIVER COUNTY UTILITY INSPECTOR THE SUBJECT OVERTIME WILL BE REQUIRED TO BE PAID FOR BY THE CONTRACTOR. A BILL WILL BE CREATED AND ATTACHED TO THE APPROPRIATE PERMIT AND PAYMENT WILL BE REQUIRED BEFORE THE WATER FINAL INSPECTION IS COMPLETED. 15. ALL UTILITY MAIN EXTENSIONS AND UTILITY MAIN REPLACEMENTS ARE REQUIRED TO BE A MINIMUM 6' MAIN. ALL SERVICE LATERALS WAND LARGER WILL REQUIRE A MINIMUM V' TAP WITH 6' GATE VALVE AT THE CONNECTION POINT TO THE UTILITY MAIN WITH THE EXCEPTION OF TAPS ON MAINS SMALLER THAN 8'. 16. THE CONTRACTOR IS PROHIBITED FROM TURNING OFF ANY EXISTING MAIN LINE VALVES. THESE WILL BE TURNED OFF BY A REPRESENTATIVE OF THE INDIAN RIVER COUNTYS UTILITY DEPARTMENT AT THE CONTRACTORS ARRANGED TIME AND DATE. 17. ALL EXISTING UTILITY SERVICE CONNECTIONS THAT WILL NOT BE UTILIZED FOR THIS PROJECT SHALL BE ABANDONED ATTHE MAIN OR POINT AGREED UPON BY THE UTILITY INSPECTOR, PER INDIAN RIVER COUNTYS SPECIFICATIONS. WATER AND IRRIGATION SERVICES MUST BE ABANDONED AT THE MAIN. SEWER LATERALS MUST BE CAPPED AT THE ROW WITH AN APPROVED LOCATOR INSTALLED. A VISUAL INSPECTION MUST RE COMPLETED BY A INDIAN RIVER COUNTY'S UTILITIES INSPECTOR. 18. THE ENGINEERS ESTIMATED FLOW DEMANDS FOR POTABLE WATER IRRIGATION WATER AND SANITARY SEWER MUST BE PROVIDED ON THE UTILITY PAGE OF THE SITE PLANS. 19. THE CONTRACTOR WILL NEED TO ADJUST THE EXISTING UTILITIES AFFECTED BY THE NEWLY PROPOSED FINISHED GRADE AT THEIR EXPENSE. THESE ITEMS INCLUDE BUT NOT LIMITED TO; VALVE BOXES, VALVE PADS, VALVE STEM EXTENSIONS, SERVICE CONNECTIONS AND ACCESSORIES, BACKFLOW PREVENTION DEVICES, METER BOXES, FIRE HYDRANTS, MANHOLE COVERS AND/OR ADJUSTMENT RINGS. IT IS THE CONTRACTDRS' RESPONSIBILITY TO VERIFY THAT ADEQUATE DEPTHS AND CLEARANCES EXIST TO MAKE THE SYSTEM HYDRAULICS WORK PROPERLY. ANY CHANGES TO EXISTING UTILITIES MUST MEET THE INDIAN RIVER COUNTY SPECIFICATIONS. DISINFECTION AND RE SAMPLING WILL BE REQUIRED WHEN ANY EXISTING POTABLE WATER MAIN OR SERVICE IS DISTURBED AND IS THE RESPONSIBILITY OF THE CONTRACTOR AT HIS EXPENSE. 20. ALL FIRE LINES AND PRIVATE HYDRANTS WILL REQUIRE THE INSTALLATION OF AN APPROVED DDCV ASSEMBLY INSTALLED AS CLOSE TO THE ROW AS POSSIBLE WITHIN THE PUE. A FIRE HYDRANT RESPONSIBILITY AGREEMENT WILL BE REQUIRED FOR ALL PRIVATE FIRE HYDRANTS. ALL ABOVE GROUND ASSEMBLIES, PIPE, AND FITTINGS MUST BE PAINTED PER INDIAN RIVER COUNTY'S TECHNICAL SPECIFICATIONS PROTECTIVE COATINGS SECTION. 21. ALL BACKFLOW CERTIFICATIONS MUST BE EMAILED TO THE ASSIGNED UTILITY INSPECTOR. 22. ANY WORK OR MATERIALS WHICH DO NOT CONFORM TO THE INDIAN RIVER COUNTY'S SPECIFICATIONS OR ANY WORK PERFORMED WITHOUT THE KNOWLEDGE OF THE INDIAN RIVER COUNTY UTILITY INSPECTORS OR REPRESENTATIVES 15 SUBJECT TO REMOVAL AND REPLACEMENT AT THE CONTRACTORS EXPENSE 23. THE STANDARD MINIMUM COVER FOR A WATER, IRRIGATION OR FORCE MAIN, WHICH IS NOT UNDER PAVEMENT, IS 3O' BELOW FINISHED GRADE, OR 42' BELOW THE EDGE OF PAVEMENT. THE MINIMUM COVER FOR WATER MAINS PLACED UNDER PAVEMENT IS 38'. PLEASE DEFER TO THE UTILITY DESIGN PROCEDURES MANUAL 24. THE CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, AND EQUIPMENT NECESSARY TO DEWATER TRENCH AND SECURE EXCAVATIONS. THE CONTRACTOR SHALL OBTAIN THE CITY OF SEBASTIAN DEWATERING PERMIT. ALL DEWATERING SHALL COMPLY WITH THE REGULATIONS OF THE ST JOHNS RIVER WATER MANAGEMENT DISTRICT AND ANY AGENCY WITH JURISDICTION. 25. THE CONTRACTOR SHALL LOCATE AND VERIFY THE SIZE, LOCATION, AND DEPTH OF ALL EXISTING UTILITIES ON SITE. THE LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE AND MUST BE VERIFIED BY THE CONTRACTOR. THE CONTRACTOR HAS SOLE RESPONSIBILITY TO LOCATE AND PROTECT UNDERGROUND UTILITIES IN THE PROJECT AREA. THE CONTRACTOR SHALL HAVE ALL UTILITIES IDENTIFIED AND MARKED PRIOR TO BEGINNING CONSTRUCTION. 28. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES IN THE AREA BEFORE BEGINNING CONSTRUCTION AND BE RESPONSIBLE FOR PROTECTION OF ON SITE UTILITIES INCLUDING LOCATES DURING CONSTRUCTION. ANY UTILITIES THAT ARE DISTURBED OR DAMAGED BY THE CONTRACTOR SHALL BE IMMEDIATELY REPAIRED OR REPLACED BY THE CONTRACTOR AT HIS EXPENSE USING CITY APPROVED MATERIALS AND MUST BE REPORTED TO THE INDIAN RIVER COUNTYS UTILITIES COLLECTIOW DISTRIBUTION DEPARTMENT. ALL REPAIRS MUST BE INSPECTED BY A CITY UTILITIES INSPECTOR PRIOR TO BACKFILL AND RESTORATION. IF THE CONTRACTOR IS UNABLE TO MAKE THE NECESSARY REPAIRS, THE CONTRACTOR WILL BE HELD LIABLE FOR COSTS ASSOCIATED WITH THE REPAIRS BY CITY PERSONNEL 27. THE CONTRACTOR SHALL ADJUST (AS REQUIRED) PIPELINE ALIGNMENTS HORIZONTALLY AND/OR VERTICALLY TO AVOID CONFLICTS WITH ACTUAL FIELD CONDITIONS AS UNCOVERED DURING CONSTRUCTION. HORIZONTAL AND VERTICAL SEPARATION SHALL CONFORM TO THE INDIAN RIVER COUNTY DESIGN PROCEDURES MANUAL SECTIONS. 28. THE CONTRACTOR SHALL MAINTAIN A CURRENT AND UPDATED SET OF AS -BUILT DRAWINGS AT ALL TIMES AND PROVIDE ONE COPY TO THE ENGINEER UPON COMPLETION OF CONSTRUCTION. ACCEPTANCE OF THE COMPLETED UTILITY SYSTEM WILL NOT BE GIVEN FINAL APPROVAL BY THE UTILITIES DEPARTMENT UNTIL AS_BUILT PLANS HAVE BEEN SUBMITTED AND APPROVED BY THE ENGINEER OF RECORD. WzoC Jma wFw N�O �wm ?z� 0Oz Ri 2<w o m Z Q W Q m W W Q U V) z Q 0 m U) W 0 LLI Z w xow naeoc..,Ea�rrre� ��' wwn�cea. 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J✓' 3`.a, _ , u '�'� -._ _ 1' - ._. F .s III{ o I ' zec� _ ,� i �° �I IXISTINGVALVES w ¢ w C t T 0_ K ��4 � y l a' x , ✓ +.te '--- _,� _-_,rs-•- ul. ;. ly � ®®® IXIST/NGJUNCT70N BOX 0 y EXISTINGPOWER, TRANSFORMER Q o 44'333Y-�« 1TC.t,",� /.'y •9 .1 -.YX.. - . 1KI � �' KY'.a-._f_.: '- +rar y`ty Th-' ec+ _sr�K✓m`er�szm+vfrJwXwTlra1-m, L < y I EXISTINGSANITARYSEWER, CLEAN-OUT �IXLSTINGSTORM SEWER, ROOF DRAIN f3502.EXISTING STORM SEWER, INLETRa, WAOL�' 47� EXISTING WA7£RSTRUCTURE5 EXISTING TREE LINE v EXISTING EXISTING TREES#0 Gi Q 12 \ ! MS77NG BOLLARD Z EXIS77NGSIGN Q Q \ 4oN9v�>:� b I % - tl IVI L y+l EXIS77NG U77LITYPOLE 1- Z 2 ^-=mot,l (� -.vx :I my N -0 EXIS77NG GUY POLE J W AW BORING LOCATION m D_ 2 EXK77NG FLAG POLE Lu U) t~i ,� 1.1n .:w•v., ,. r<,. _« m<+, 3 I B , c, S�'„Y EXIS77NGLIGHT U) Z O __ t 1r/ecT .a xn- .,r-+, o34r EXISTING LIGNTPO(f SINGIEARM I } m O O } 4 m ; _ ��^^^`�yy ,�c``'� < LL Q a H m i° tc„/ u a +>u s °'- ° j 9 Z Q O o 1a8 6- _ _. - ss _-- - - - .:T� - Itl `I ' S36�37%1 N Z Ld V a Ld O 1I ,E _ _ _ _ _ �I_ Q fQ C .. i kS f U 11a50NRYafrlLulKG _ U �� a D ... + L .s% Z W O r7wroRar>-nvLer lolls TOPS-IAn FwroFwauzcaNON 1 m NELwazsa . r-Laulr.r:�warrr S /NV-10.N atAT PAW!, 1'A.7CF[:D .'JJ81fi.'4.Mr!'JYlkY70'L �.O I t I I ( b I GENERAL NOTES: 1. BOUNDARY AND TOPOGRAPHICAL INFORMATION OBTAINED SITE INFORMATION - FROM •ALTAINSPS LAND TITLE SURVEY' PERFORMED BY SOUTHEASTERN SURVEYING AND MAPPING CORPORATION. ADDRESS: 1979 US HIGHWAY 1 2. LOCATIONS OF ON AND OFF SITE UTILITIES AS SHOWN ARE SEBASTIAN, FL 32958 APPROXIMATE AND MAY OR MAY NOT BE COMPLETE. THE NATURE AND EXACT LOCATION OF EXISTING UTILITIES APPLICANT: BIG DAN'S CAR WASH -A DIVISION SHOULD BE VERIFIED PRIOR TO INITIATING ANY ACTIVITY OF THE SHADDAY COMPANY THAT MAY AFFECT THEIR USE OR LOCATION. PO BOX 287 - 3. THE LOCATION OF THE EXISTING UNDERGROUND UTILITIES ROME, GA 30162-0287 2 SHOWN ON THIS PLAN HAVE BEEN TAKEN FROM EXISTING UTILITY RECORDS AN AT THE TIME THESE PLANS OWNER ROC S AX HOLDINGS LLC N' WERE PREPARED AND FROM SURFACE OBSERVATION OF 3860 WINDMILL LAKE RD THE SITE. WESTON FL 33332 4. COMPLETENESS OR ACCURACY OF LOCATION AND DEPTH OF UNDERGROUND UTILITIES AND STRUCTURES IS NOT ENGINEER PENNON GUARANTEED. JASON SHERIDAN, PE 5. IN ACCORDANCE WITH"UNDERGROUND FACILITY DAMAGE 5755 RIO VISTA DRIVE PREVENTION AND SAFETY ACT FLORIDA STATUTES, CLEARWATER, FL 33760 i CHAPTER 556. THE CONTRACTOR SHALL NOTIFY ALL - UTILITIES WITHIN THE WORK AREA VIA THE SUNSHINE ONE CALL SYSTEM, INC. (800-432-4770) A MINIMUM OF 2 WORKING FLOOD ZONE INFORMATION: DAYS BEFORE THE START OF EXCAVATION p 6. THE CONTRACTOR SHALL VERIFY LOCATIONS AND DEPTHS THE PROPERTY SHOWN LIES IN ZONE •X', AS SHOWN ON THE OF ALL UNDERGROUND UTILITIES AND STRUCTURES BEFORE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. THE START OF WORK. 12061 C0103J, WITH AN EFFECTIVE DATE OF 112W2023, AS 7. THE SITE IS CURRENTLY ZONED CR (COMMERCIAL PREPARED BY THE FEDERAL EMERGENCY AGENCY. RIVERFRONT) AND IS LOCATED WITHIN THE RIVERFRONT OVERLAY DISTRICT.Tr S. VERTICAL DATUM IS BASED ON NATIONAL GEODETIC SURVEY (NGS) BENCHMARK "GPS 24, PID NUMBER AA5801- WITH A PUBLISHED ELEVATION OF 17.24 FEET, RESPECTIVELY AS REFERENCED TO THE NORTH AMERICAN EiwExsEs uemNcarr 1IN HE-F. THE«EEnou. VERTICAL DATUM 1 gas(NAVD'88) v3aECT BIGDN23001 9. HORIZONTAL COORDINATE DATUM IS IN FLORIDA STATE PLANE COORDINATE SYSTEM WEST ZONE, NORTH AMERICAN DATE JULY 2024 DATUM 1983 BASED ON GPS OBSERVATION. 10. ELEVATIONS BASED ON NORTH AMERICAN VERTICAL DATUM ORr1WING SGLE 1'=20' 1988 (NAND 88). NATIONAL GEOOECTIC SURVEY (NGS) BENCHMARK •GPS 24, PID NUMBER AA5801•, ELEVATION 17.24 oluwn eY JO FEET, CONVERSION EQUATION TO NATIONAL GEODETIC VERTICAL DATUM 1929 (NGVO 29): NAVD88 1.18' = NGVD 29. MPROVmBv JS CS0201 __ SHEET 3 OF 21 DEMOLITION NOTES: 1. SITE CONTRACTOR SHALL BE RESPONSIBLE FOR DISCONNECTION OF ALL UTILITIES ON SITE TO BE REMOVED. 2. ALL DEMOLITION TO BE PERFORMED BY A QUALIFIED, LICENSED CONTRACTOR IN ACCORDANCE WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL CODES AND REGULATIONS. ALL DEBRIS TO BE REMOVED FROM THE SITE AND DISPOSED OF IN ACCORDANCE WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL REGULATIONS. 3. ALL UTILITIES SHALL BE DISCONNECTED AND REMOVED IN ACCORDANCE WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL REGULATIONS. 4. ANY PUBLIC UTILITIES DAMAGED DURING DEMOLITION AND CONSTRUCTION SHALL BE REPAIRED ANDIOR REPLACED IN KINO BY THE CONTRACTOR AT HIS OWN EXPENSE. UTILITY REMOVAL SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE UTILITY COMPANY. 5. ALL OPENINGS IN STORM SEWER STRUCTURES RESULTING FROM PIPE REMOVAL SHALL BE FILLED WITH SEWER BRICK AND MORTAR OR REPLACED, AS DIRECTED BY THE INDIAN RIVER COUNTY UTILITY ENGINEER. S. STORMWATER AND SANITARY LINES, STRUCTURES AND APPURTENANCES SHALL BE REMOVED IN THEIR ENTIRETY. 7. ALL EXISTING BUILDING CONCRETE FOUNDATIONS AND FOOTINGS ARE TO BE REMOVED IN THEIR ENTIRETY. ALL SITE STRUCTURES AND IMPROVEMENTS WITHIN THE LIMIT OF DEMOLITION SHALL BE REMOVED iN THEIR ENTIRETY, INCLUDING FOUNDATIONS UNLESS NOTED OTHERWISE. B. TREES TO BE REMOVED SHALL INCLUDE REMOVAL AND DISPOSAL OF TREES AND STUMPS. 9. DUST CONTROL- DEMOLITION CONTRACTOR IS RESPONSIBLE FOR WETTING DUST GENERATING DEBRIS FROM TIME OF FIRST CONTACT UNTIL PLACING INTO APPROPRIATE WASTE OR HAULING CONTAINERS OR TRUCKS. DEBRIS SHALL NOT BE ALLOWED TO DRY BEFORE REMOVAL FROM SITE. I0, WATER FOR DUST CONTROL -DEMOLITION CONTRACTOR IS RESPONSIBLE FOR PROVIDING WATER TANK PUMP TRUCKS IF ON -SITE WATER FLOW OR PRESSURE IS NOT SUFFICIENT FOR OPERATIONS. 11. CONTAMINATED SOIL- IF UNUSUAL STAINS OR ODORS ARE DETECTED IN SOILS, CEASE OPERATIONS AND NOTIFY THE EHS IMMEDIATELY. 12. ANY EXCAVATION OR IMPACTS TO THE ROOT SYSTEM OF ANY TREE TO REMAIN MAY REQUIRE ROOT PRUNING, EVEN IF IT IS OUTSIDE OF THE TREE BARRICADE AREA. DO NOT TRENCH UNDER TREES. WORK MUST BE DONE BY A CERTIFIED ARBORIST 13.EROSION CONTROL IS PERFORMANCE BASED. ADDITIONAL EROSION CONTROL MAY BE REQUIRED IF ANYTHING OTHER THAN CLEAN STORMWATER IS LEAVING THE SITE, 14.A PRE -CONSTRUCTION MEETING SHALL BE SET UP TO DISCUSS THESE AND OTHER ISSUES RESULTING IN THIS CONSTRUCTION PROJECT. THIS SHALL BE COORDINATED THROUGH THE CONSTRUCTION SITE PROJECT MANAGER. A PRE -CONSTRUCTION MEETING SHALL ALSO BE SET-UP WITH APPLICABLE CITY OF SEBASTIAN STAFF 15. FIRE DEPARTMENT ACCESS AND WATER SUPPLY SHALL BE ESTABLISHED BEFORE ANY VERTICAL CONSTRUCTION BEINGS. THE CONNECTION SHALL MEET THE REQUIREMENTS OF NFPA 1 2015 EDITION, CHAPTER 18. 16. CONSTRUCTION SHALL MEET THE REQUIREMENTS OF NFPA 1 2013 EDITION CHAPTER 16 FIRE SPRINKLER PROTECTION. SAFEGUARDING CONSTRUCTION, ALTERATION, AND DEMOLITION OPERATIONS TO INCLUDE BUT NOT BE LIMITED TO COMPLYING WITH NFPA 241, ESTABLISHING A FIRE PROTECTION PLAN, PROVIDING AND MAINTAINING ADEQUATE ESCAPE FACILITIES, PROVIDING AND MAINTAINING FIRE DEPARTMENT ACCESS ROADS THROUGHOUT THE ENTIRE PROJECT, PROVIDING STAIRS, STANDPIPE, AND FIRE SPRINKLER PROTECTION AS THE BUILDING PROGRESSES. A PRE -CONSTRUCTION MEETING SHALL BE SET UP TO DISCUSS THESE AND OTHER ISSUES RESULTING IN THIS CONSTRUCTION PROJECT. THIS SHALL BE COORDINATED THROUGH THE CONSTRUCTION SITE PROJECT MANAGER. WHERE UNDERGROUND WATER MAINS AND HYDRANTS ARE TO BE INSTALLED, THEY SHALL BE INSTALLED, COMPLETED AND IN SERVICE PRIOR TO CONSTRUCTION AS PER Tnr-x.n Pcar�,'F waL�cavc saves-ao.rs !:,4Tg(tf( PAGE?5 ?4,406aacEc ro a��>�x+aa rxvauxa?r P NFPA-241.ALL UNDERGROUND FIRE LINES MUST BE INSTALLED PER NFPA-24 2013 EDITION BY A LICENSED CLASS 1, 2, OR 5 FIRE PROTECTION SYSTEM CONTRACTOR WITH SEPARATE PERMIT AND PLANS. 17. HOURS OF CONSTRUCTION ARE LIMITED TO TAM TO TPM MONDAY THROUGH FRIDAY, AND ON WEEKENDS FROM 8:80AM TO 5:DOPM, PER SEBASTIAN CODE OF ORDINANCES SECTION 26-6. HOURS OUTSIDE THOSE LIMITS SHALL REQUIRE DIRECT WRITTEN PERMISSION FROM THE BUILDING OFFICIAL. 18.A DEMOLITION PERMIT IS REQUIRED, INCLUDING AN ASBESTOS CERTIFICATION FROM THE ENVIRONMENTAL HEALTH DEPT. EXISTING LEGEND - PROPERTYLINE --- --�-• PROPERTYADJOINING --------- LEGAL RIGHT-OF-WAY ---'------- EASEMENT PROPERTYMARKER EXISTING BUILDING EXIS77NG CURB - EA757ING CURB DEPRESSION EXISTING EDGE OF PAVEMENT - — — -- — — - EX1577NGEDG£0FGR4VEL EX/S77NG FENCE EXIS77NG WOOD FENCE -.,... ..... .__.----- .___-- EXIS77NG METAL FENCE - EXIS77NG GUIDE RAIL EXISTING MINOR CONTOUR - --- --- a;--„ --- -- -- EXISTING MAJOR CONTOUR X I..;Q EXISTING SPOTELEVA77ON EKL577NG COMMUNICATION, UNDERGROUND EXIS77NG NATURAL GAS, UNDERGROUND —�—� EXISTINGPOWER, UNDERGROUND EX1577NGS4NITARYSEWEPZ UNDERGROUND EXIS77NG STORM SEWER, UNDERGROUND —�—�—M EXISTING WATER, UNDERGROUND EXISTING OVERHEAD UTILITY �^ `lJ� '(D O 1•J V oD ® IJ EXISTING MANHOLES x x x x EXISTING VALVES Eno EXLSTINGJUNCTION BOX ® EX1577NGPOWER, TRANSFORMER O EXI57INGS4NITARYSEWER, CLEAN-OUr EXISTING STORM SEWER ROOF DRAIN 0 EXISTING STORM SEWER, INLET {} ¢ eu✓'\ EXISTING W4ITER5TRUC7URES �..0--"� EXIS77NG TREE LINE EXISTING EXIS77NG TREES i EXISTING BOLLARD a LXISTIN65IGN l EXIS77NG UTILITY POLE FXIS77NGGUYP0LE $! BORINGLOCATION EXIS77NG FLAGPOLE EXIS77NG LIGHT '7--= EXISTING LIGHT POLE SINGLEARM —¢�—�— PROPOSED SILT FENCE ' - - - PROPOSED TREE PROTECTION 4 LIMITS OF DEMOLITION Y/NNNNNNNNNNNNNN PROPOSED LINEAR DEMO �� es CONSTRUCTION ROAD STABILIZATION X TREES TO BE REMOVED TREE LEGEND OAK TREE PINE TREE j ae BOTTLEBRUSH TREE cc�,rr CREPE MYRTLE TREE v cs CHINABERRYTREE SABLEPALM MAGNOLIA TREE 6 n Z c y c W rouR1. O �n n C U �LLLL ° Znm o 41 �'O U+q Z n Z n IL 1- K 0 U � o w 3� diLy�lt oz m w z •4Y7. _ OLLw . Rio rmcp w w >ma r w '''��ii w moo 1 N S� E LL'm = Z w 0Oz taw O U a o Z J P Z Q LU LLu O F- cl) Z O I _ ¢ �0 =°- LL o n 0 n ¢ Q Q J 2 Oa Um h ZZ a: z Z J Q L) U1 W O m SECT BIGDN23001 DATE JULY 2024 Gw,vnNGWc 1-20' oxn N M JO awRmm BY JS CS0501 SHEET 4 OF 21 zz cnwmA�., Eroiion tl Se 11 line anon _ trds are. _pm t oeed nlfena. If the u do pose. It do not Prexwnl eons hem leafing, canatrultion all.. lNen the Conlra.tp is required to employ adtllliorral pracaduree to provide dean moon lrwn o alto. Pondng M1e 9hl Steil a eood LLL Fit, rabnc pitadsed Poet !6" M1igh - T - uroYy to upa4acm Not. I mile 1pas[ Raven { 72' MM. av b even o. wllh pacmq ackml STANDARD DETAIL. TRENCH WITH TdATIVE BACKRU. Pmtline M1e1gN1 e^ Me.. ,non des) (5 edam torsge h 91, T_`-' 1 e' 12 }li: �erawl ALTERNATE DETAIL TRENCH WITH GRAVEL DETAIL- STAKED SILT BARRIER N T.S NdTES' �amnp, e t vl no- blest aanms ro vrm. Ire- rn ,s neeam s� n.m rw am addnm,.l-eaw,e.ww.r o...dnraa•enr nny ebom ".'s se porn ey off ternaexv b s nretlenn. mudaatl adhere s rive C8y n noon an Tree Pmaamn a ided to naeamr aerea. a,A repdreo e noise be Prmdetl m CIN siaedlhe Mange. 9. The Critical Real Zs,e may W reduced, in lineheld, by a ossfwd Amaral or Le —Pe ArJ _ CIXJIRACTpR'5 RESPCN9BNTY Erosion .rid Sealmenlplion contrda art pnipmonae Enos .t rn N li-I. a... ant.no. If the d4Pa wasaee ds not W—I saga needed «Iwout «me mean � - hem lepvfng; jmsts Uon alto, loon the Cdnt-- m auPPvt 1q.a t employ a4d'enal —.darn So pmside cle.n oaf! Iron I site. F- Floe-_ 5:'4es o 4s: t uPaesle 1,,g the line of a t to woad r d ♦ '� \ atl Ppal �, • �� I Fla., N.rs. (PLAN VIEWI .( 1u iln N,c ...ing wwirt N.TS x t 6' M apeelIg eitha wln, I N. T.S J � � - x„Paoft rmce r�J � SUM—owI 1 Blp�flllar male, : A I 1 A SjEP 6. stakes and ..tend t mlo the I e^r 11-kill d Pott the rrenah eaa.wted amA N.T.S. NOTES 1. In�peclmand repo.r fence prier open a:orm � 1p3LY f-JF - �' 1EEe■kEex1! d ant soy. \ NI 2. Rempvetl sad mmt dhoti be lopes led eto an-- _- • • a o Nai will nal contribute sediment Points A sbould be hight, ft. Paint 6 +i-dire and cpn be P-.""uy at�maea. Points Fi - �. sm fans. anon a. alaaee an ..Pe apta re SECTI VIEW to ma.imles Pwon, .11.ofncY.Vre.snare vent remain uml am—an-,Isba are."ned°� �/•.�- N.T.S. i . _ •4•^' n T.S �. - ♦o rin. smv y I ,sl ,r,= awnrrrn®roar rrar urr< w ,er. ua __ _ _ __.____� ruNna rcWr•e PLAN arw a era .yrrn,ee •tom � �,s� 4 �� ?, sy,n u nor oacumer - ��I'S�`r{.S'�E --`ea�eartw:e vaa5sr. l ne roe wxusn arerer •.Inrew neem — -' ELEVAMN red rein. sa xe.P , :TREE PROTECTION BARRIERa- DETAIL- TREE PROTECTION DETAIL N.T.S. s{ i I , e�rier� aw �r'rMeml,n:,w t� . PLtlN PROTECTION 6ARRIER FOR TREE GROUPINGS== avian �n°loot .__ EIdiVATIAN •/ ter; aa�'•,?ww r a r xw,. "m .xeraa i; SECTION AA NOTESe.een.sfir r r Ice .roc av errs are rse.r s'rnn nn w .e wrw�eaniese a ova. rr e L eanm91 a• n e a reran, er.wrx`r alrprnel 'TAONK PROTECTION EROSION AND SEDIMENTATION CONTROL NOTES 1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CONTROL AND PREVENT EROSION AND THE C a, W i m 0 TRANSPORTATION OF SEDIMENT TO SURFACE DRAINS AND OUTFALLS. REFER TO CONSTRUCTION PLANS, DETAILS, SPECIFICATIONS AND APPROVED PERMITS FOR O I- O I N IDETAILS.SEDIMENT DEPOSITS SHALL BE REMOVED WHEN THEY REACH SIX INCHES ON AN CJ LL LL EROSION DEVICE. m - 2. DURING THE CONSTRUCTION OF DRAINAGE STRUCTURES, AND OTHER STRUCTURES REQUIRING APPROVED BARRIERS APPROVED o EXCAVATION, THE CONTRACTOR SHALL PLACE OR OTHER DEVICES AROUND SUCH STRUCTURES TO PREVENT EROSION AND THE MIGRATION OF SEDIMENT /I\ o g cq TO POINTS OUTSIDE THE CONSTRUCTION AREA. THE APPROVED BARRIERS OR OTHER W o Z ti v can C '� APPROVED DEVICES SHALL BE PLACED IN ACCORDANCE WITH REQUIREMENTS OF F.D.O.T. INDEX NO. 102. FDEP, OR AS DIRECTED BY THE ENGINEER. .. U Z N 2 r 3. REQUIRED EROSION CONTROL MEASURES MUST REMAIN INTACT THROUGHOUT CONSTRUCTION W AND THE BARRIERS WILL REMAIN UNTIL CONSTRUCTION ACTIVITIES ARE COMPLETED. FAILURE a r TO INSTALL OR PROPERLY MAINTAIN REQUIRED EROSION CONTROL WILL RESULT IN ENFORCEMENT. ALL EROSION CONTROL MEASURES. SAND, SILT, AND DEBRIS SHALL BE REMOVED FROM ALL DRAINAGE PIPES AND STRUCTURES AFTER CONSTRUCTION HAS BEEN of COMPLETED AND PRIOR TO CITY FINAL WALK-THROUGH. Y o ¢¢ 4. OUTFALL PROTECTION -PROJECT PIPE OR DITCH DISCHARGES INTO OFFSITE OUTFALLS SHALL 3 BE INSPECTED DAILY FOR POSSIBLE SEDIMENT BUILDUP OR TRANSPORT. OUTFALLS SHALL BE ~O PROTECTED THROUGH USE OF EROSION CONTROL FEATURES AS NECESSARY TO CONTAIN ANY Z LL 3 `N�11tyJ ry�Z' TRDIMENT ANSPORT PORT OFF -SITE E SHTHE AMMEDIATE LL E THEACONTRA CONTRACTOR'S RESPONSIBILITY OF THE PROJECT. MENT BUILDUP TO REMEDY. THE O 0 O m CONTRACTOR SHALL USE APPROPRIATE MEASURES AS DIRECTED THE PROJECT ENGINEER FOR OUEALL PROTECTION. w •� w : kMpga w LL ♦ j 5. APPROVED BARRIERS IOR OTHER APPROVED SEDIMENT CONTROL DEVICES): THESE SHALL BE r` O ww¢ PLACEDATTHEBASE F ANY SLOPE WHERE A RAINFALL EVENT COULD ERODE A SLOPE AND TRANSPORT SEDIMENTS OFF -SITE. APPROVED BARRIERS SHALL BE DOUBLE STAKED IN > m a•,� ACCORDANCE WffH F.D.O.T. INDEX NO. 102 OR FDEP. IF EROSION DEPOSITS REACH THE TOP w r w m p ELEVATION OF EXISTING APPROVED BARRIERS, THEN SEDIMENTS SHOULD BE REMOVED. ANY j w w DAMAGED OR INEFFECTIVE APPROVED BARRIERS ARE TO BE REPLACED WITH NEW ONES, THE LOCATION AND INSTALLATION OF APPROVED BARRIERS SHALL BE AS DIRECTED BY THE f PROJECT ENGINEER. pl Z w 6. BACK OF SIDEWALK INLETS OR MEDIAN INLETS: THESE SHALL BE PROTECTED FROM SEDIMENT O 0 O INTAKE UNTIL PROJECT IS COMPLETE ELEVATION OF GROUND OUTSIDE INLET TOP SHALL NOT m ❑ BE HIGHER THAN INLET TOP. APPROVED BARRIERS OR OTHER APPROVED SEDIMENT CONTROL w Z w DEVICES SHALL BE INSTALLED AROUND INLET TOP. A SECOND ROW OF APPROVED BARRIERS OR m ¢ m OTHER APPROVED SEDIMENT CONTROL DEVICES SHALL BE PLACED AROUND INLET O m APPROXIMATELY 4" OUTSIDE FIRST ROW. BETWEEN ROWS THERE SHALL BE A DEPRESSION TO o ACT AS A SEDIMENT BASIN. COMPLETED INLETS IN PAVED AREAS SHALL ALSO BE PROTECTED WITH A SINGLE LINE OF APPROVED BARRIERS OR OTHER APPROVED SEDIMENT CONTROL DEVICES TO PREVENT SEDIMENT INTAKE FROM OTHER AREAS. 7. STOCKPILED MATERIALS SHALL BE PROTECTED BY COVER, APPROVED BARRIERS OR OTHER APPROVED SEDIMENT CONTROL DEVICES. S. ALL DISTURBED AREAS SHALL BE STABILIZED WITHIN 3 DAYS AFTER 112" RAIN EVENT DISTURBANCE. 9. CONTRACTOR IS RESPONSIBLE FOR OBTAINING THE NECESSARY DEWATERING PERMITS FROM } THE LOCALWATER MANAGEMENT DISTRICT OR OTHER REGULATORY AGENCY AND CITY OF QBE O _ 10. A DEWATERING PLAN MUST BE SUBMITTED AND APPROVED BY THE ENGINEER PRIOR TO DISCHARGE. Q LLI W 11. IF WIND EROSION BECOMES SIGNIFICANT DURING CONSTRUCTION, THE CONTRACTOR SHALL _ STABILIZE THE AFFECTED AREA USING SPRINKLING, IRRIGATION, OR OTHER ACCEPTABLE METHODS. ILL! Q LL U) Z O 12. THERE IS TO BE NO DISCHARGE (I.E. PUMPING, SHEET FLOW, SWALE, DITCH, ETC.) INTO EXISTING DITCHES OR CANALS WITHOUT THE USE OF SETTLING PONDS OR DEVICES. IF THE I 2 Z m CONTRACTOR DESIRES TO DISCHARGE INTO EXISTING DITCHES OR CANALS A SETTLING PLAN - J :cl) g O U) O o PREPARED BY THE CONTRACTOR MUST BE SUBMITTED TO AND APPROVED BY THE ENGINEER OF rr Z °o RECORD AND LOCAL REGULATORY AGENCY PRIOR TO CONSTRUCTION. ¢ x a ~ QI. w Q O " 13. WHERE APPLICABLE, SOIL TRACKING PREVENTION DEVICES SHALL BE PROVIDED AND �j i O 0 to 2O MAINTAINED PER F.D.O.T. INDEX NO. 106 OR FDEP. > w wO a( to C� 14. ALL EROSION CONTROL FENCES, BARRIERS, AND SILTATION DEVICES SHALL BE ERECTED PRIOR (Y w V = 5 a, f TO ANY LAND ALTERATIONS, SHALL BE MAINTAINED IN GOOD WORKING ORDER DURING Q w CONSTRUCTION, AND REMOVED FOLLOWING SOIL STABILIZATION AND FINAL DRESSING. V Q BUILT-UP SEDIMENT WILL BE REMOVED FROM SILT FENCES AND STAKED TURBIDITY BARRIERS WHEN IT HAS REACHED ONE THIRD THE HEIGHT OF FENCEMARRIER. STOCKPILE AREAS THE SHALL INCLUDE SILT FENCE AROUND THE PERIMETER. C Z N U 15. THE CONTRACTOR SHALL NOT RESTRICT OR BLOCK THE EXISTING DRAINAGE FLOW OVERLAND Q 0 OR WITHIN RESHAPED SWALES. FLOW WITHIN EXISTING DRAINAGE PIPES SHALL BE MAINTAINED AT ALL TIMES. STORMWAER WILL BE CONVEYED VIA EXISTING SWALES, DITCHES, OR (O PROPOSED DITCHES, EXISTING AND PROPOSED STORM SEWERS. LIJ Z 18. DURING DEWATERING OPERATIONS, THE CONTRACTOR SHALL NOT DISCHARGE DIREC'LY TO O RECEIVING WATERS, EXISTING CONVEYANCES TO RECEIVING WATERS, OR WETLAND SYSTEMS. TEMPORARY SEDIMENT BASINS, TRAPS, OR SILTATION REDUCTION DEVICES SHALL BE UTILIZED TO COLLECT THE DISCHARGE FROM DEWATERING ACTIVITIES TO ELIMINATE THE POTENTIAL in FOR OFF -SITE SEDIMENT TRANSPORT AND TO INSURE THAT DIRECT DISCHARGE DOES NOT OCCUR. 17. BANKS SHALL BE PROTECTED FROM EROSION OR COLLAPSE DURING CONSTRUCTION. BANK PROTECTION MATERIAL SHALL BE CAREFULLY PLACED FROM THE BANK AND NOT DUMPED FROM ABOVE IN AN UNCONTROLLED MANNER EROSION CONTROL FABRIC SHALL BE USED FOR EROSION PROTECTION WHERE SOD WILL NOT HOLD OR BECOME ESTABLISHED IN TIME TO PROTECT THE BANKS. UNLESS OTHERWISE SPECIFIED IN THE PLANS, UPON COMPLETION OF CONSTRUCTION, ALL BANKS AND WATERWAYS SHALL BE RESTORED TO THEIR PRE- p CONSTRUCTION CONFIGURATION AND PROTECTION FROM EROSION. 18. THE MINIMUM TREE PROTECTION BARRIER DISTANCE IS 5 FEET FOR ANY TREES SMALLER THAN 5 INCHES DBH IS REQUIRED. 19. STAFFS APPROVAL MUST BE SOUGHT FOR ANY CHANGES TO GRADING OR CONSTRUCTION THAT MAY FALL WITHIN THE PROTECTION ZONES OF THE TREES. Sediment bs'loEraill. CONTRACTOR'S RESPONSIBID IY �n and Sa .tldn al-idti pro performance based if the \ Spillway from criteria. if the BMPs p its. to do not prevent soils io o netruction risen the Corovdeor Is i\ Inui edl 1 l pr required to emp:oy additional procedures to provide dean runaR from o ails. ter to F 9 wheos if neccesaryh Uae sondbage, alit fence, \) e n antral seek. or .there .pprowd methods .t e, NOTES: i ansnel off to a basin r quired. See 1. wile entrance shall be maintained in c dknt that rsW a Indet No. 607. w01 prevent tracking or flowing of sediment onto ♦ Public Right -oh Way. This may require top dressing, Rp a,�/\ �_ repair .nd/.r desiring of any me..ures used to trap • �a�a.diment. Wn edaesary, wheel. shall be .leaned prior to an . ,-Y.WiY.FakaX:tii..a-WxWn+Y,4„ r5 I xltra ee t Publ% Right -of -Wily. wvsso ev Pcnrroxr srm rE xnrsenor ssa mes • �• sisY aT 4•Y46'4`XLY !Y .li 3. NTen waahingg a required. it shall be done on area oT meu.®oa aevaasarr=n d c atabYve'ied wlh pu had atone that drains into an 99r aatti. 3 apPmtl sediment Crop or sediment basn. Jyy, B" thlek (Minimum) r^ r�xE rRa.l[c ou; �wwrTesN�v RPOHr psi at � ME ` tt Di—lon Ridge Di —elan Ridge regai,ed. E.l.Ung payed here grac. Id.2,S o "eakv �M xaama s �rialxEnPr�naNw.� ..d-y 2% pna+rFCT BIGDN23001 `Y n. - Mi . ,. DATE JULY 2024 Iltar F.bric gppygNO E NITS PLAN VIEW SECT1( A — A_ opAwnar Jo N.T.S. .S. DETAIL -CONSTRUCTION ENTRANCE DETAIL APPROVED BY IS N.T.S. CiS0502 SHEET 5 01- 21 LOT Zfi PG4 �"Or ;^JAUNEfiANON EXISTING LEGEND vuraARrr ailGEls ' ; - - PROPERTYLINE PROPOSED yy Aer=c ;o CONCRETE 3E: :1•ilL SOIJ.Y .ssezan•,2xi�umrwcbz3.� LEGPROAL RIGHT-OF-WA DRIVEWAY -ssa+c TaAu ri. - - R - LEGAL RIGHT-OF-WAY sanvnlarM4,wfGF _ _ _ _ _ _ R10' E r �esvcNarAly( �2�\"•� niNv=fan 3 - EASEMENT R70' 26 wevv- &" I PROPERTYMARKER w w w - • - •- w RSw EXISTING BUILDING w - w EX1577NGCURB EXISTING CURB DEPRESSION „ 'a SETEACK Iu�:s , • PROPOSED PROPOSED EXISTING EDGE Of PAVEMENT "y I10'LANDSCAPE o •-•.:I RECONSTRUCTED r, •_�•� "„��\ ,.rt EXIS77NG EDGE OF GRAVEL I r, , iT VACWM _,� _ _ z Z.• - _ FOOT TVPE'D�CURB. tN C, {'�-• - _ a ` SETBACK .ka PRO POSED AFTERHOURS N ENd'0.4URE F' `t./ c MAT STATION c -�- EXIS77NG FENCE FouNa%Rcwlm�ti . i6. GATE (GATE BY CAR _ I ,'�� ew �-fe � crrr2 � i .s �--� w EXIS77NG WOOD FENCE WASH VENDOR) - _- j PROPOSED VACUUM_ ) i EXISTING MfTA(FEN _ • - Z. _ _ c.-. EX1577NG GUIDE RAILCE _ •fir L - r f� �CANOPY (9,23'X117')777 , • ------EXISTING MINOR CONTOUR n�• u,--�, -« SIGN? 0 20' 40=--- EXISTING MAJOR CONTOUR Y 3Z2d4 P' •!2 �. m,'. �•=r 4 a-� x7. EXIS77NGSPOTELEVATYCN a _ .,...}r + •� 7 1e-�e-ce' rye- EXISTING COMMUNICARON, UNDERGROUND �y w -. < LT ,g �« I4 I -rc ce u' EXISTING NATURAL UNDERGROUND UNDERGROUND m<n o 11 -ec-rr rc EXISTING POWER, UNDERGROUND - I 9EO FQO PE,•_ l:1 .� , ,�, _i' -r-s- EXISTINGS4NITARYSEWER, UNDERGROUND + / CR-E CURB RAMP TYP" . y FIT, •;, DOUBLEGATE(12' _ "`--i PROPOSED p-p o £X/STINGSTORM SEWER, UNDERGROUND �^ IIY I OPENING) ��RS'J m -I L VHEEL STOPS - .1 �,1� SETBAT ROI-w-w-w- EXISTING WA7El7 UNDERGROUND c•-• -\ (TO BE YELLOW (,0POSED5 10'LANDSCAPES �_7` f /� �,� ,( - - I PROPOSED t@ x AND PLASTIC) :.:LID YELLOW'S f s �1 CKYA EXISTING OVERHEAD UTILITY SE�YARD K X. - ! ,{ / / ITRANSRION�,-7,x PROPOSED. L.nE ©©�Os `{ `C '� �i.. f- >` CURB ! PROPOSED } S" - 4� ASPHALT I�ROPOSED DO I EXISTING MANHOLES / / / `, / �• SWMT #1I % ,( "> VACUUM -., DRIVE AISLE '• P' ED -�+ OD OW UO 110' REA14 i• /' l� NOTENTERSIGN _ VA l`'' /„it:IFOSED •.�. ,I SET �v ��< /'� /X �,./ / p iii... E II - - gI 'Y.r / PROP DSYA -RB'• RS' C F` - L STALLS: '.•ICKENEO -rLE �j gQ"j�IJgQ�(nyj EXISTING VALVES I PROPOSED FENCE / ` _ . 1 E'iGE CU r" ;PROPOSED EX1577NGJUNCflON 80X i- I / f� �/< /X, {X. {//,{. % /{ / SIGN AND STOP BAR `�!_- t 271, ,-(� > r '. _ j { -. CROSSWALK ® ® iPROPOSED ,� ' I '� // / / h/ i. /`. /,/y PROPOSED jjj ,.� v I- <. II a EXISTING POWER, TRANSFORMER MAILS 0X ��D /< /� J'` �`yr ;( X X DUMPSTER -,,� TSTAION�• \\ K -' a� O EX1571NGSANITARYSEWEIL CLEAN -OUT X/� PROPOSED ENCLOSURE? • f� EXISTING STORM SEWER, ROOF DRAIN RECONSTRUCTEDn/'CONCRETE - « �•� , �1 PROPOSED ti -- f - �S J� •I �i� •, �4I Ym� DETECTABLE p rr__ FOOT TYPE"F'- y`L\ / �, / / C �,(/ /_ FLUME • Id' ` • a . WARNING MAT'I`� vJ 0 EXIS77NGSTORMSEWER, INLET CURB ` ! .! -'{ `C , / / PROPOSED «`� / - rr I � i7 EXIS77NG WATER STRUCTURES / x 5' CONCRETE y - ,. - < x a EXISTING TREE LINE sIOEWALK ' 1s PROPOSED FDOT TYPEryj PROPOSED FOOT TYPE PROPOSED FOOT TYPE " _ • - <<•' Y PROPOSED Z O EXISTING EXISTING TREES �"KRAMP' CR-E CURB RAMP CR-E CURB RAMP TRANSITION CURB I ~ EXISTING BOLLARD I .s. - !' V/� - • _ r#OPOSED 3,582 C"' n EXISTING SIGN / ONE STORY _ ,l PROPOSED _ • pRbPOSED YIELD fXlSRNG UTILl7YPOCE - CAR WASH BUILDING b CONCRETE - ERE TO PED9 SIGN) g -0 EXISTING GUYPOLE RA . RIV SIDEWALK _ PE R RI PR�POSED DROP / I - - - - -�, . • . R40' I I _ r p a O ® BOR77NG FL A FLAGPOLE CURB AND GUTTER ' `` - V; - . - 10' LANDSCAPE I EXISTING FLAG POLE SETBACK.. v y EXISTING LIGHT -.- - - • V V RIO • I " EXIS77NGLIGHTPOLESINGLEARM =- ,4 PROPOSED FDOT - 19 ..,an.XO1PROMSE• , III a D TYPE"D'CRBPOSPROPOSED PAVKIOSK CONCRETE - '' p� I77r,.WTREE LEGEND nSEE ARCHENTRANCE ASPHALT PLANS) A.C. UNITS � s I� t DRIVEWAY RECONSTRUCTED 10'L/WDSCAPDAKTREE FDOT TYPE'F"- SETBACS'SIDE YARD )� it CURB. SETBACK of PINE TREE B �� f I1 �✓Y I ``�cL.JJ � BOTTCfBRUSH TREEvsJS-'"= r r-urcwlrE�naEr ;-urv> I � :ur CREPE MYRTLE TREE faP=z4.n I 'LIrRi NE/NV= I �t-MINGGRANT rl ca CHINABERRY TREE Sn74 a�J=-M PAGr:5 vmcE:n 3zsazlarxmfatwsD�rzlc I c SABLE PALM a cn, MAGNOLIA TREE I `W PROPOSED LEGEND I a PROPOSED CURB LINE PROPOSED WALL SEQUENCE OF C� ACTIVITIES iESTMATED COMPLETION 8 MONTHS PROPOSED BUILDING OUTLINE ZONING REQUIREMENTS -CR- COMMERCIAL RIVERFRONT PARKING CALCULATION TABLE: FAQ jJ IC srARrj�1 _PROP03EDBUILOINGOVERHANG PARKING REQUIREMENTS 1. r TEEN AND TREE 81NLET PROTECTION AS PROPOSED FLUSH CURB SHOWN ON THE DEMOLITION PLAN. PROPOSED FENCE FUTURE LAND USE CLASSIFICATION-RIVERFRONT MIXED USE SECTION REQUIRED ALLOWABLE REQUIRED PROPOSED v PROPOSED SIGN _ 1 _ 2. INSTALL STABILIZED CONSTRUCTION ENTRANCE. CITY OF SEBASTIAN LAND DEVELOPMENT CODE ARTICLE XXI, SECTION A 1 SPACE PER EMPLOYEE OF THE LARGEST 4 EMPLOYEE SPACES+ 3. COMPLETE SITE PREPARATION AND BULK EARTHWORK. PROPOSED LIGHT 1 VACUUM UUU SPACE FOR 4. CONSTRUCT DRAINAGE AND UTILITIES PROVIDING STUBS FOR BUILDING r. PROPOSED MAJOR CONTOUR SHIFT (4)+ 1 SPACE FOR EACH VACUUM 20 VACUUM SPACES+4 -- PROPOSED MINOR CONTOUR PROPOSED DEVELOPMENT AREA: - 50,703 SF (1.16 ACRES) UNIT (20)+1 SPACE PER 150 5F OF GROSS EACH VACUUM UNIT (20) STANDARD SPACES+ 1 CONNECTIONS. r w ■ PROPOSED WATER MAIN 54515.3(c) +((3582 s1-2212 sf-531 st-251 5. COMMENCE BUILDING CONSTRUCTION. BUILDING AREA MINUS THE TUNNEL CAR HANDICAP SPACES = 25 SECTION REQUIREDIALLOWABLE EXISTING PROPOSED WASH AND OFFICE AREAS AREAS NOT of- 158st-99d-715E-5151- TOTALSPACES 6. CONSTRUCTORIVEWAYS AND PARKING LOTS TO BASE IN AREAS s PROPOSED STORM SEWER 1 ( 161st) /150) = 1 SPACE-25 OUTSIDE OF TEMPORARYFACILITIES. s PROPOSED SANITARY SEWER ACCESSIBLE TO THE PUBLIC) TOTAL PARKING SPACES 7. AFTER BUILDING AND DRIVEWAY CONSTRUCTION, REMOVE PROPOSED UNDERGROUND ELECTRIC USE REGULATIONS CAR WASH VACANT BANK CAR WASH - - TEMPORARY FACILITIES. -'1Pm- PROPOSED UNDERGROUND GAS 543-10.6(g) ADA PARKING 1-25 SPACES 1 SPACE 1 SPACE 8. CONSTRUCT PARKING LOT AND ALL UNFINISHED AREAS TO SURFACE-ur-urur- PROPOSED UNDERGROUND TELCOM LINE MINIMUM LOT SIZE 10,000 SF 50,703 SF 50.703 SF COURSE. ❑ PROPOSED AREA DRAIN 9. REPAIRANY WASHED OUT AREAS, INSTALL PLANTING MATERIAL AS L PROPOSED DRAINAGE INLET 0 FT WITH SIDEWALKS, - SHOWN ON LANDSCAPE PLAN. SOD, ® PROPOSED DRAINAGE MANHOLE MINIMUM FRONT YARD (HIGHWAY US #1) 6 FT WITHOUT SIDEWALKS 45.0 FT 54.77 FT SEED, AND MULCH DISTURBED AREAS AS INDICATED ON PLANS. © PROPOSED SANITARY MANHOLE 10. WHEN CONSTRUCTION ACTIVITY IS COMPLETE AND THE SITE MINIMUM SIDE YARD (SOUTHEAST? 5 FT 31.8 FT 13.18 FT STABILIZED, REMOVE EROSION PROTECTION - NORTHWEST) DEVICES AND CONSTRUCTION ENTRANCE AS REQUIRED. - PROPOSED 6/1FiW SOD MINIMUM REAR YARD (SOUTHWEST) 10 FT 204.3 192.54 FT PEAK TRIP GENERATION TABLE PROPOSED CONCRETE PAVEMENT MAXIMUM BUILDING HEIGHT 35 FT 26 FT 35 FT WEEKDAY PEAK PM WOO - SATURDAY, PEAK HOUR DIRECTIONAL TRAFFIC ARROWS ATE LAND USE IARABL DANT 6:00) GENERATOR • (NOT PAINTED) 54-2-5.4(e) DIMENSIONAL MAXIMUM IMPERVIOUS COVERAGE (SF) 40,562 5F _ 24,481 SF 26,850 SF (11TH EDITION) VARIABLE TYPE IV TYPE STANDARDS (IV) ENTRY EXIT TOTAL ENTRY EXIT TOTAL PROPOSED SAND CHIMNEY MAXIMUM IMPERVIOUS COVERAGE(%) 80% 48.3% 53.5% PROPOSED LAND USE. #OF TUNNELS 1 39 39 78 19 22 41 GROSS FLOOR AREA (SF) NIA -- 3.929 SF 4,662 SF 948 -AUTOMATED CAR WASH Fl. , PROPOSED WELL MAXIMUM BUILDING COVERAGE(%) 30% 7.7% 9.2% •1 VEHICULAR USE AREA (SF) NIA 16.595 SF 18,603 SF MINIMUM OPEN SPACE AREA (SF) 10,141 SF 26,222 SF 23.M SF MINIMUM OPEN SPACE AREA (%) 20% 51.7% 46S% V iv C to m W mom CT NLLLL �S m a u, o o Z o m Iv ° 4 2 N a O CU p {1GEkryg`/�_ ol Nor z O arAlew 'r �tYm ,N z W � Q Z z°y w 0 K o y a ° Z Q � m LLILL = ~ N O m _ < J Z Z n O} a m > d a Q oao" W Qp a� [�00 'U VJ Z Q � rn Z p Mom_ W m PRWMT BIGDN23001 DOTE JULY 2024 DRAWING 1C 1"=20' DRAWN BY JO APPROVED BY JS CS1001 SHEET 6 OF 21 271' � Lnr2c �IT.')F.WAURi-GAN ON LEif/NG GR.aNT a z� PL1T30LW? aAGE:S � /YIRCEL 1D 3C::b211+?R'7i(kk4kh1PJ..l iy - sznaraRriwvRGLe I 41.'p.'$S ' ro�xxso R10' � RIEF.'hK 13 NdJV 7d.77 Rlu _ WAYH•fa?v _ '5'P�:CYlh1 BpTf f3w r r r 'A.. k 3 - - • • _ A6, r r w4[•�, U _ - .4�5`�y <1rrr�� T Jf� I� I FouNnIRONRpn -C+ 1e '` �' A� • I gym -1�I - s - •� .-SW q ` I.. 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Q Q i U U m Q ¢ ` o Z < Z Q 0 U o a Z L�NL 0 0 y3 ca m PRo.ECT BIGDN23001 DAM JULY 2024 DRAYANG BCAIE 1•=20' DM -BY JO APPROVED BY JS CS1501 SHEET 8 OF 21 U N Z EXISTING LEGEND rn m c % > N C f• PROPERTYLINE O m goo 5 n PROPERTYADIOIN/NG EWTING RRE LEGAL RIGHT-OF-WAY Hypes + EASEMENT C u To A x" • PROPERTYMARXER ..arnFA EGANUN EXISTING BUILDING o C n U 'LEMINC-vRANI' a venracaK 1. aAce�s 7 - EXISTING CURB Z N FARCFL 'v ( 1 ,d• EXISTING CURB DEPRESSION W I� sET,uvL .rvrsr Jar+�rpxa�nrrrox'aaad I sanarAaY EXISTING EDGE OF PA VEMENT IL F- ELerc+no - - - - - - - EXISTING EDGE OF GRAVEL I s rnE cwx'RN Qi xyiv len EXISTING FENCE w2vv=larD --�- EXISTING WOOD FENCE • �" ry�9 11- _ �- EXISTING METAL FENCE a a EXISTING GUIDE RAIL EXISTING MINOR CONTOUR pa3 J`tttt,�SIIJ10" / _ ,L` o o ..v�.n, s..,�n-. , r��•� a.� ,9 i iV---- X .�N ---- EXISTING MAJOR CONTOUR m" ` +�.•• fs (t)2TEE G I O (7 % 1C�x"• /I - rr ss .a (1)zxr REoucER _ t - EXISTING SPOTELfVATION Wz �`• g ��„ _ - PROPDseD RPz —cr—w rc EXISTING COMMUNICATION, UNDERGROUND o LL w r % W4rtN4 L+ (1) T 9D• BEND T (1) r m• aENG BACKFLOw LL - • • r I e (t)T DATE VA vE PREVENIER 6O--c— EXISTING NATURAL GAS UNDERGROUND CO cw.1 PRovoseo 2• EXIS7INGPOWER, UNDERGROUND w w O ZME(r = � �('" • <> — — --- }� j — — : ✓ � _ 9t(PRwATE) WATER METER EXISTINGSANITARYSEWEX UNDERGROUND w m w ` .�L M ` CAk' - I' Y•lY Y1 r/3 (1TLWT!'C45..nicN� —a-9 O `•' IUMIz4 se EXISTING STORM SEWER, UNDERGROUND m m ¢ �Irry IN nso• - - y —.—r—r EXISTING WATER, UNDERGROUND N '0�j Ixv arr. T.aa EXI5I7NG OVERHEAD UTILITY 2 � m 1 a2i + -, - +i �",• /t* �. s. _. r. ._ (Z)T4a•aENO - ©©OO Os Z. ;,' LFOFB• zBp•BENG EXISTING MANHOLES � 3 � ,� ` •� PV OJOOO m� ��t = /tq I c®v8x rxr REGueDe f Zoa 9SMHA Z W 1•wATER IK� X, M DKI EXISTING VALVES i a RIM: 2640 HANDWHEEL VALVE 3s LF UFa INV IN: 18.50 •1D DD'' sl ®'� ® EXISTINGJUNCTION BOX ° N PVC®20Y NVOI .'&Ca I• lslz.aop DALLDN 1. © EXISTINGPOW£R, TRANSFORMER a CIO-1 CLAIM TANKS - 51 LFOF8• MSEPA TOR 22 LFOF1•WM __ r50 GALLON SANDI •� I. - '_::7t:. INJ: 19.65 nl�- Pvcgts% TANK O EXISTING SANITARYSEWER, CLEAN -OUT SWMF#t � gat/` s s !' -�I� c •I 1I.WB%LF!Ou,F. T�II WQ EXISTING STORM SEWER, ROOF DRAIN IN: t2 a I I EXISTING STORM SEWER, INLET9.3D IN, FDPa• EXISTING WATER STRUCTURES Go Pv TO OWs EXSTING TREE LINEQ �� ' +. ! 85 LF OF6• a 0 T '3 .47 yi� � } Pvc�1.Dx EXISTING fXISTINGTREES Q 5 0 I �') Z ,),63 1� ) L f _ / • v '\ 1 ® I �N ro ows I �s I. + ± a C • EXISTING BOLLARD Q O 3.a I + ,I �. ,+ .. V . u . '�• 1 Na-fl—`m4 I• '3 R a� g p.v C/) EXISTING UTILITYPOLE U) f= l\ "M` j \'• jl,� • w `+ _ 3 s �TIR'a' W EWS77NGGUYPOLE Q • • �\��_ �.�� yi�� . -• W . V fR \t_. (1(1'TEE'.:,/ )I�1 11iY WYE i �a \ 0 BORINGLOCATION [D F- -(171'9a'BENO '53 LFOF 6• (1)YiSBEND (-t / 0 2raBENO �1 EXISTING FLAG POLE LLI LL -' • + - �-1 - L • ' _` + • -+ 45"BEND wC®to%' (t)2•Kt'REDUCER + �✓ e (I = `2 ' Y ._ 4 �,�� ltw 1 . sEwER INv za.a I Y EXISTING LIGHT Z O ®• ®� __ PROPOSED3,582SF 30LFLFOF 38LFOF6• (�' Q O EXISTING LIGMPOLESINGLEARM t } O ONE STORY SEWERINN-2BA -� PVC �3.8% PROP BED C = a J Z I ' CAR WASH BUILDING _ TRANSFORMER �C = � LL a j a a�Vg zo.DD'r (OTHE SL)ED BY o Q a z r IL TREE LEGEND N r ¢ 2 oID C7 �-L ,� • - + • „ ka • '< - • y LTr✓•-�,- -• -.T-t + • W y/i' I OAK TREE U m ? Q tY +6.-` • 1i �� 4� v_.1'��':r "cr. _ ` I B, n,6 �9' >-i PINE TREE BOTREBRUSH TREE Z U CREPE MYRTLE TREE ❑ U) CHINABfRRYTREE �_ 0 f m 0 ONEsrCRI" _ p �- p ! a i S48LEPALM m .iMSONRY BU/LC/NG O � p / ' MAGNOLIA TREE FurcaaTema.Er �_ a Loris 1 � w' TiW-?I.]2 : GI rCF NG1UREGN, ON ME MN--PQBH :.cMlNG G.4AN` 9WV=9110 : }qT 8�1(1„AG_ >.5 ARGEL iO :1a19L:D.hMfLY;pX,'p'i2TC ' m IPROPOSED CURB LINE ' 1 PROPOSED WALL • PROPOSED BUILDING OUTLINE I I I „ PROPOSED BUILDING OVERHANG PROPOSED FLUSH CURB PROPOSEDFENCE ! v PROPOSED SIGN PROPOSED LIGHT �. PROPOSED MAJOR CONTOUR _= PROPOSED MINOR CONTOUR o 1r PROPOSED WATER MAIN PROPOSED STORM SEWER s s PROPOSEDSANITARY SEWER PROPOSED UNDERGROUND ELECTRIC prior to Site C.O. issuance, the RPZ (backflow preventer) must be tested and Certified - W—�- PROPOSED UNDERGROUND GAS b a licensed RPZ testing contractor. The tester must Submit their certification t0 PROPOSED AREAUNDEAGROUND TELCOM LINE y g ❑ PROPOSED AREA DRAIN FACILITIES IMPACTS TABLE Backflow Solutions Inc. (BSI) for official review and approval prior to acceptance by 0 PROPOSED DRAINAGE INLET CD PROPOSED DRAINAGE MANHOLE ESTIMATED TRIPS GENERATED (1 TUNNEL) IRCDUS. (F.A.C. 62-555.360 & I-R.C. Ord. 201.27). i PROPOSED SANITARY MANHOLE WEEKDAY PEAK PM 78 TRIPS k' ,. � PROPOSED BAHW SOD SATURDAY PEAK 41 TRIPS ESTIMATED DEMANDS .. PROPOSED CONCRETE PAVEMENT WATER 3,900 GPO DIRECTIONAL TRAFFIC ARROWS (NOT PAINTED) IRRIGATION 30D GPD SEWER 1,560 GPD PROPOSED SAND CHIMNEY - a 6aaiso�icp�ur p��i+ts�u6iwc �ff�. PROPOSED WELL PRDIEcr BIGDN23001 • 1, DAre JULY 2124 DrtavnNs scAle 1^=20' DRAWN BY JO APPRDYEp er 7 JS CS1.01 SHEET 9 OF 21 3` t 11 �ppmv=faro f 8� w o M � '� �- ' rc zs: \ `"�� a u � �-' _ ac zzno(rxr ~ •� m � i � 1 9C 25.10 ,vvs •�. , .11,A� I .� TC 24.)9 � - O m r y a Not r .f ;'i I I� _2F. Q r:�154 ibx I zaY6 1 I a f ZEN rC 24. cM I' •, j 9.ec" ' j I 6 •I 1` �ec24.ol �s 0 1n 20• o Rm.a�x5wos Ii�..Q� Wi. za= r—r f _ 1=1Fmry I 81 *C zs.�aC oo� pRRRNWnrrrri zs.s9 ns - :� cRAre a3.r5 a BC z3 j91FJc, 60 z ` 121i'• �� I xrvourr.a9lsM �. ow. E� ( 'o — _ ` fl)f 'y_, } �¢� rc x.as- .+al • �d 6 LLFw r�MY __ ec z48s r `� � 'i w ? �! ' • � IS �9rT ww 00 24.55w`` ax e.a. 1.4x �1e�, F I� jFt aao 5.}5 2.66'• J; ,•��' IE D _ ( y \� ec z3 ° 2S � � 25.21 25-16 ^ I Tc zaas rc z3.90 � I ��,. —9cs4.85 ! ❑ ¢ W aF- -- Cn uj Tc 251 ac I rI U) = LL Q_ Z m h '\ N ..,, za.ao l ❑ 20 °m • I P � 2�4�.�'J—^ 1 J '� '� a J ,•' °� Qi a ui Y) a' y3U -" - ... � TC Y) 1; x� ❑ z n'OILy.[ ypdS 1,735• dfry�,� I I ,z a �� \ m (� d01 3I�[dd• R �+ED 30 30 30 30 30 30 z z+ Iz+ z m J J 25 29 29— R ggg�ggy C j 20 -�a ze S ze -- -- -- -� — 9R -- ----.... BUILDING EXISTING 25 GRADE _ 25 25' -i I - I 20 PROPOSED 20 z4 -" 24 \ --� 24 --- GRADE EXISTINGI 19 23 GRADE --_ L 23 29 PROPOSED --- GRADE z 18 22 PROPOSED _ 22 — PROPOSED -- 22 — — GRADE GRADE EXISTING GRADE m 17 _ _.__... _ _.._._ _ _ _ _ 21 ___._ 21 EXISTING — 21 - a — 18 20 20 20 20 20 20 THE 15 19 19 19 14 14 18 18 18 18 18 18 �'.--"�°.s.Ican araBBEc;BFBOImi 0-20 O-Ac 0�0 0-40 0-?0 0•�0 0"20 0*40 PROJECT BIGDN23001 GATE JULY 2024 oeAwiRcscuE 1'=29 0+00 0+50 0+00 0+50 0+00 0+50 0+00 0+50 eeAw!I BY JO ALIGNMENT C-C ALIGNMENT D-D ALIGNMENT E-E ALIGNMENT F-F APPROVED" is HORIZONTAL SCALE: 1" = 20. HORIZONTAL SCALE: 1" = 20' HORIZONTAL SCALE: 1" = 20' HORIZONTAL SCALE: 1" = 20' S400 VERTICAL SCALE: 1" = 2' VERTICAL SCALE: 1" = 2' VERTICAL SCALE: 1" = 2' VERTICAL SCALE: 1"= 2' SHEET 10 OF 21 I� � aIrllNinnuN �- 3'71a11R DETAIL- THICKENED EDGE AT UNCURSED PERIMETER CONCRETE PAVEMENT N.T.S. �1=t1=11=11=11=11=t-R=ISO=A-fl= BARS A IxM-- 9E —a N14 cONFOPM TOA&TM n 616 p0 NOT PIACE TIEBAR OR DOWEL NIITHIN 9IHC�'.ES of ICH al'NO.•.w!.,Iulxi DETAIL- TIED LONGITUDINAL SAWED CONTRACTION JOINT N.T.S. DtlWE °^ TRAH Y R B TT ON TR -ION joINTY R B ON T�-ION JOINT TO B[ Y6f.P 16Cd1TINYWE�O EOr °D YIMURS DETAIL- DOWELED TRANSVERSE BUTT CONSTRUCTION JOINT N.T.S. nAu 66.¢aw llwrzTinm¢ InR Renol��`m�anc �'Ix�a• 4A - DETAIL- DOWELED TRANSVERSE CONTRACTION JOINT N.T.S. — 6�ucoNe9 olr aesanwrx,cc_ V Glaw - vxIspLanox:aN-aIwEPDPNET: n,I,.:-. 0.i nN_!S, FO!INOnT1f1N, ETC DETAIL- ISOLATION JOINT N.T.S. !n oWlm�'pnua a $ WAI-K/CURB ISOLATION ,IOINT ,—ON RAMPS THAT ARE PERPENDICULAR WITH THE CURB LINE, THE DOME PATTERN SHALL BE IN -LINE WITH THE DIRECTION OF TRAVEL. ON RAMPS INTERSECTION CURBS ON A RADIUS, THE DOME PATTERN SHALL BE IN -LINE WITH THE DIRECTION OF TRAVEL TO THE EXTENT PRACTICAL, 60 J TRUNCATED DOME --INTEGRALDOME - O O - -� O O O O O O O THE TOP WIDTH OF THE'DOME SHALL BE A MINIMUM OF 5051 AND A MAXIMUM OF 65%OF THE BASE DIAML7IR TRUNCATED DOME BASE-rO-BASE SPACING SHALL BE 0.65" MINIMUM BETLNL M DOMES PLAN VIEW ALL SIDEWALK CURB RAMPS SHALL:IAVE DETECTABLE WARNING SURFACES-i Ex MU711EFULLWIDTHCF 'RI RAMP AND IN, HE DIRECTION Or TRAVEL 24 INCHES (6101n FROM THE BACK OF CURB. DETAIL- DETECTABLE WARNING STRIP N.T.S. NOTES= 1. METAL POST TD BE GALVANIZED. ALL BOLTS, NUTS, WASHERS AND SCREWS MUST GE RDSIPR00F. 2. CONCRETE FOR FOOTING SHALL BE PORRANO CEMENT AND HAYS A MINIMUM CONPRESSNE 51RENGM Oi 3.000 P.S.I. 3. SIGNS WILL BE FABRICATED BY USING REFLECRNG COATING IN THE SYMBOL, MESSAGE AND BORDER APP,:EO TO A SHEET ALUMINUM 3_g• Wnile Chrv,en BALKING (.060) IN THICKNESS. Equ9y Speeetl 4. MESSAGE LETTERING SHALL BE UPPER CAKE (BLACIQ(SERIES C) I W per Male HIGH IN ALCORDANCE WITH ATANIiAL ON UNIR]RM TRAFFIC CONTROL - MODES. EXCEPT AS N0TE0 ON SHEET 2 OF 2 5. THE SYMBOL IS COMPOSED OF TWO ELEMENTS, A W11RE WHEELCHAIR FIGURE (WHICH SHOULD AL—S FACE RIGHT) ON A SQUARE NI o BACKGROUND, INTERNATIONAL BLUE .N COLOR (FED. STD, 59So, COLOR �15160). 6. SIGN POST SHALL BE MIN. BOUL DS IN ACCESSIBLE BACK OF CURB. THE USE AC PROPERLY LOCATED SFOR RS IN ACCESSIBLE PARKING SPACES. T. ARE ACCEPTABLE SUBSTITUTES ACES FOR RRKING BUMPER GUARD. 6. MINIMUM NUMBER OF ACCESSIBLE PARKING SPACES SHALL BE PER FLORIDA ACCESSIBIUII' BUILDING CODE SECTION 4.6.5. —FOR SIGN DETAILS SEE SHEET 2 OF 2 MAIL. NAx. 11:12 1:1 Z : -See Note T left. l MIN. Face of curb or '\ ed,e of pavemen! 0 6" aNts B" bl EE- _ D I I 3' or 5' squcre I MANDATORY White on Blue Background DETAIL- DISABLED PARKING/PAVEMENT MARKINGS TYPICAL DETAILS N.T.S. RWDTN, SEE PLAN (S-0• MIN.) / III ''' GHT BROOM FTwSN IN TiE /�+OIRE ROOF AUAWIOIH �PREP:A!Wd SOPESEE P 114• RADIUS TYP. ED CURB "4•THICK. GONG, EGIALLY SPAQD 3ANFD IYP. (B-0" E1RAN9OIl JOB115, TYP (20'-0• MAL VAtlND) DETAIL- CONCRETE SIDEWALK N.T.S. ALL SIGNS AND MATERIALS USED MUST COMPLY WITH CURRENT FDOT STANDARDS. DIMENSIONS-mm (IN) SIAX SIZE B C D BORDER STpK 762 x 762 254 254C JZU IS.)B1462 30• x 30") (10) (10C) (12.6) gii) (B7-30) COLOR: LEGEND AND BORDER: WHITE TREFLECTORIZED) BACKGRO NO RED(REFLECTORIZED) DETAI L- STOP SIGN N.T.S. 21Y YIMDMUY DPANSION JOINT SPACING TI-�EXPANSION y.IF ulL--ll Jr. xmE, SALE W AD(9 91 W L 9E tpYBTRIICIm IN ARNN�NtCE WAIN fWT 9PE(AFNATIXA 9EiIxIN e}2 TO CONCRETE 91KAVAlI(S AXDL Xp6OINANCE9. n 5 — 6e Al GALVANIZED STEEL BOLLARD ASPHALT, WITH PROTECTIVE PLASTIC COVER GRAVEL, (GREEN) OR SOD 4,000 PSI CONCRETE FOOTER 14.5'4.D' 8• 18I = = DETAIL— BOLLARD N.T.S. G TF PAVEMEll I �I�a NCRETE 9ECTN)N a., I • ,9 I SILICONE G 9FA1 n e I ' s�P EFag1AN:n JOINF a epmwrRUER T' TTTL4� DETAIL— TYPE "D" CONCRETE CURB N.T.S. 100 NO 24" ) I R 5 - I __ 6" LRIGREIE ¢iRTATE COURSE KODU PS) /� U ll LJ ll O �.0 ALL SHOULD \ S'E"CAT S FOR RQWMDAHO BPoDOE WNS!AUCPDH, STANDARD \_ 12' S7A8U261 StiBLAAOE R 5 - I a INCLUDING FDOT S'ECIFlGRON A 1. (LBR ON MO) VEUENT SECTION ,1 • CONTRACTOR ro PERFORM GE01EC1tAGL INVESIIGATONCONRIN ro L REFER TOPPROLECT GEDTECHNICAL NEWT FOR ADDITIONAL REOUIREMFNS • MATCH EIL511NG PAVEMENT SEC10N DETAIL- WRONG WAY & DO NOT EN TER SIGNS DETAIL- CONCRETE SECTION N.T.S. N.T.S. ti W y F-E O n M LL LL m Lyn C Q to GG U Q 2m la C to a Znmc 0"c5" 4 Z IL r z Q 0 Q U W EQ W W F U) LL O l m (= 3 m LL J_ QQ I— z Z m 4 Q S W > Q o a 8 j ❑ a.- Q O O to Ld U aD U L) VJ z 0 m 2 Q 0 m c2 ED PROJECT BIGDN23001 DATE JULY 202A DRAWING SCALE NITS ORAWN BY JO APPROVED BY is CS6001 SHEET 11 OF 21 7 / �� Stall I NOTE: Y zs Concrete to be 3000 P.S.I., with llher mesh rainlprcing. -- 2' min . I I NOTES: 1. .h. shown stops to be placed 2a back, as above. cantered in the parking atoll. I-- II3 2. Wh..l slops can be pointed In Bar traatln9 color. Typical TYPE C N.T.S. DETAIL— wHF-F-L STOPS - REINFORCED CONCRETF N.T.S. yMg—lea �i rux nrs rko nxo ixs,xup er wn�er � t �aEm9E� mxEErafxl _ sr m, 1 1I JIY II hIdIYJIIYIIIIIdI N�� r Y� LYtn,nnT F% OL�FA+EN�i �.�MEr. a,rEssl� — annxa DETAIL- DUMPSTER AND VACUUM ENCLOSURE N.T.S. 2- O.D. LINE POST TOP WF CAP 1%'OD.TOPRNL — r9it•3:Ln\:].�T9: arr:calm GAIV. TIE WIPES AT TL' O.C. TUP AND BOTTOM OF FABRICATED TO BE KNUCKLED RETCHER BAR BAND.B, ACE 14- D.C. MAX ACII VINYL COATED}'% t STRETCHER. BAIL TERMINAL POST 2? O.D. GALV. PIPE PAINTED BLACK WI END OR CORNER POST CAP — 2' MESH, VINYL COATED FABRIC 11-O.O. BOTTOM RAIL 3EDD PBI CONCRETE FOOTING (TYP) NOTES: 1. ALL POSTS, FRAMING AND ACCESSORIES SHALL BE BLACK PVC COATED, UNLESS OTHERWISE NOTED. 2. ALL DIMENSIONS ARE MINIMUM STANDARDS FOR THE ASSOCIATED OBJECT. DETAIL- TYPICAL CHAIN LINK FENCE N.T.S. ci W mmu �n ICE m p - C7 `sou m LL QO u, - Z u) A _ 22 a Sidewalk a C O -j � N V O z U u r , W Y OG¢ O 7-D' Detectable Warnings ! G¢G � � �Z2 OPTION A O w ; 111l111 sidewalk curb DO WDO rtvnare NeressarrJ DO LL w ` :bkwkir i 57dewalk ` B_T 1 • -*Sow Pa6 Ramp R 0 f I V f K m Flo — d a_ n NJN 1 � F.Iz N z W —1 z z p U N `— I-D' Detectable Warnings ry ` Q O I OPTION B a�-m Nhr. ISOMETRIC VIEW PLAN VIEW S-P fSh_wnl i 9ldewaJk I cR-c I r _ SiaeWalk Cvrb �I U) U) m W _ _ F s-m rsnewm v OLL s1eaM _ _ _ T C� P a' Min. flaV1i'Y. Pavr --_ D.02OZ_ 2 Q J i r mp Tom— O.P2L�' y � � l� 1Q� Imo. (p files—�` I SYtleralk Cvro I Z F— Q 4 0 =�-----E= (Where Necessary/ N ¢ W m PLAN'YTEW (sae WIN) m < 0 4 a CR- Q w LU 1 LL o VOTE: Far a dill—1 curb construction, see SIDEWALK CURB OPTIONS details. r y r VI U DETAIL— FOOT CURE ROMP CR-E (INDEX 522-002) DETAIL- r.R_C. Rannc Q � N.T.S. N T.S O Z C7 0 m C7 m NO PROJEDT BIGDN23001 DATE JULY 2D24 DMWING 9CME NTS DRAWN BY JO ArPROVED BY JS CS6002 SHEET 12 OF 21 I s"'%A 1006 " A,li' C890211 F 20 /is o". 17 1e - � Tc za7, I 9C 2A25� MES-1 18" RCP 1 INV IN 16.00 (NE) Ii ROPOM Z 0% ` I I-3 F 0 ' 9 PROPOSED RIP RAP J G E 4.10 IN IN 1 7 (NE)' INV N 1 0 (NI V) i Ee zs.ts INV 1 .7 — .n 19 20 _ 21 TC 25s0 a `TC 25.80 28, w2S.10— 25Ic .10 TC 2s.80 RIDGELINE II1� BC28.10 Iz9�,o�9 - - - 1.=1 til ec�_-_2s- /� I � �-- BO2s.10 l,v P� x �rc zs.99 1c 2saa BC 2d50 eCM80 — x \ 118'OF18'RCPlg Bwr a1e \, a1:sa RP 25 — 24 0% 22 21 — 20 is 18 n 19 15 14 0+00 N rTC 24.00 �BC 23.80� 23 20 0 20 0.40 0.50 0-RG 1-20 14 1+00 1+25 ALIGNMENT A -A HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 2' 25 24 -�— -- EXISTING GRADE 23 r 21 r/ 20 -- / v 17 PROPOSED GRADE 16 "-- POND BOTTOM: 16.001 15 14 0.20 0-40 0•60 0.80 N n$N N Cm [V 0+00 1+00 ALIGNMENT B-B HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 2' 1,10 14 1+50 0 10, 20' N Z W > tD n o, — Tn JLL (;'yap LL CZ N r IL O U O Y O LL 3 p `11I.IINNrpI �� MW►y��ii Y 2 mwo `�iGiwj�, W m W mho � Ip m LL .Zw LD0z Zoa wZw � N O Z Q Q 0 x w Uil m J x rWr^ vJ Q 0, I 2 Yc m. W Z ti O o QLL ❑ Q X T W tQi Q Q U o f m Z 0 U a Z Q B m DO z PRaEcr BIGDN23001 DAre JULY 2024 DMWW SCALE 1'=10' —N9 JO APPROVED EV JS CS6021 SHEET 13 OF 21 CHECK DAM REQUIRED TREATMENT (BY OTRERS) . VOVJME(RTV) CT312, Ct934, OR W LAYER OF FREE MIN. 24' ICS MEDIA IAYER DRAINING SOIL PROFILE WIDTH - DEPTH B'LAYER OFFREE DRAINING SOIL 1 TOP OF S NALE RW ELEV SUBGRADETOEEPREPARED CT511, GT534. OR M3oo WOVEN OEOTE%TILE PER ENGINEER DF RECORD'8 _ MIN. 34'ICS MEDIA LAYER 'OR 0.45HOWN ON PLANSI SPECIFIWnONS (SEE PLANS) SEASON41- HIGH GROUNDWATER TABLE (SHGWT) SECTION Z FERGUSON NOTTDSCALE WATERWORKS FERcvsax wATeawoaxs, Ima..earoe, mw.nlsl,.m.mlo SEE NOTE 4 REFER TO PRODUCT SPEC i 10" 41 l SWALES W/ BOLD & GOLD PAVEMENT d PER DESIGN DOCUMENTS e ' a ° d o ' ACOdmIn KlBssikOmIn - K300 GALVANIZED STEEL EDGE RAIL CHANNEL SYSTEM NOTES: 1. IT IS NECESSARY TO ENSURE MINIMUM DIMENSIONS SHOWN ARE SUITABLE FOR EXISTING GROUND CONDITIONS. 2. MINIMUM CONCRETE STRENGTH OF 4.ODO PSI IS RECOMMENDED. CONCRETE SHOULD BE VIBRATED TO ELIMINATE AIR POCKETS. 3. EXPANSION AND CONTRACTION CONTROL JOINTS AND REINFORCEMENT ARE RECOMMENDED TO PROTECT CHANNEL AND CONCRETE SURROUND. 4, THE FINISHED LEVEL OF THE CONCRETE SURROUND MUST BE APPROX. 118" ABOVE THE TOP OF THE CHANNEL EDGE. 5. CONCRETE BASE THICKNESS SHOULD MATCH SLAB THICKNESS. 6. REFER TC ACO'S LATEST INSTALLATION INSTRUCTIONS FOR FURTHER DETAILS. DETAIL -TRENCH DRAIN N.T.S. 3 72033 7011O0, o00 a'o l_oooo o 0 laoa00000a�o�o�o�aoaoa I I" PLAN VIEW SOD (TYP) -... SECTION AA `5 x6 WI 4x W14 WWF / r l SOD BOTTOM r }-rrOF POND I E '- #4 REBAR � I PROPOSED PAVEMENT ... 6"x6" Nd 4x WI4 W WIl '-' (SEE DETAIL) �-- --- k4 REBAR- r NOTE: HAUCH FOOTING DIMENSIONS TYPICAL FOR PERIMETER SHOWN BOTTOM OF HAUNCH IN PLAN VIEW. SECTION BB FOOTING ,—TOP OF POND Q TOE OF POND I r II B LINE OF HAUCH FOOTING .I I a --TIE INTO PROPOSED CURBING SEE PAVNG PLAN PL AN VIEW NOTE: 1. ALL GRATES TO BE DUCTILE IRON TYPE 876D LONGITUDINAL (ADA) FROM AGO DRAIN. AGO, INC. SOUTHEAST SALES OFFICE 4211 PLEASANT ROAD FORT MILL. SC 29708 T: (800j 543d784 F: (603j 602-1063 13.31' -----.k-1 SECTION VIEW ACOdmIn KlassikOmin -TYPE 876D LONGITUDINAL DUCTILE IRON GRATE (ADA) CONCRETE FLUME DETAIL NT5 \ \ TOP ELEVATION: 2200'. 25 YR-24 HR WSE: 20.93' NOTES: 1. ALL SLOPES AND BERMS SHALL BE STABILIZED WITH SOD. DETAIL- SWMF #1 POND SECTION N.T.S. PROPOSED SAND CHIMNEY (BOLD AND GOLD) SEASONAL HIGH GROUND WATER ELEVATION: 15.00, LU n O O3 r Q�cxI V LL LL m °s - C C m b °�U� Z^I W d Z a Q a U) m Lu Lu H ❑ 1 O �Q z � v) Lu Z � >Q j LLI Q Q 0, w Q 2 U a V m Z 3 U) Q ❑ a U ❑ N Z ED (7 m PRDIECT BIGDN23001 DATE JULY 2024 DRAWING E NTS DRAWN BY JO APPROVED BY JS CS6022 SHEET 14 OF 21 3 T PROVIDE SLOPED SIDE WALLS IN ACCORDANCE WITH OSHA REGULATIONS WHEN DEPTH & SOIL CONDITIONS REQUIRE DETECTION TAPE ; (SEE DRAWING rFINISHED M1-A,NOTE 7) / GRADE MAINTAIN TRENCH WIDTH Z-O" ABOVE TOP OF PIPE (SEE NOTE- - HI 1 1 � MAXIMUM WATER LEVEL ALLOWABLE j IINVERTO DURING CONSTRUCTION , I z 12' MAX LIFTS ANO COMPACT w TO 95%DENSITY 0 :1 COMPACTION DENSITY REPORT, SIGNED AND SEALED BY A FLORIDA LICENSED PE, REOUNED 6'MAXLAYERS AT 98% 314' 0 BEDDING ROCK 12' PIPE 12" OR PEA ROCK WHERE - UND187URBED CONDITIONS REQUIRE OW,D, I SOIL MINIMUM TRENCH WIDTH ELEVATION SEE TRENCH DETAIL NOTES DRAWING M-IA NOTES: 1. MECHANICAL COMPACTION NOT ALLOWED BELOW THIS LEVEL OTHER THAN RAND VIBRATORY MEANS. 2. ALL RESTORATION IN EASEMENTS OR RIGHT-OF-WAYS OR WHEN REQUIRED BY OTHER JURISDICTIONAL AGENCIES SHALL CONFORM TO IRCDUS SPECIFICATIONS OR THE OTHER JURISDICTIONAL AGENCY SPECIFICATION, WHICHEVER IS MORE STRINGENT. INDIAN RIVER COUNTY TRENCH DETAIL DRAWING DEPARTMENT OF ES ( UNPAVED EASEMENT M-1 UTILITY SERVICE)m OBSTRUCTION - FINISHED SEE NOTE 1 GRADE 36"(MIN) 36"(MIN) SLOPET(MIN) COVVER - PRESSURE MAIN SEE NOTE 3 FOR — CENTER A FULL LENGTH OF PIPE ACCEPTABLE AT THE POINT OF CROSSING DEFLECTION ELEVATION NOTES: 1. NEW OR RELOCATED, UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED GRAVITY. VACUUM TYPE SANITARY SEWER, STORM SEWER, OR PRESSURE TYPE SANITARY SEWER, WASTEWATER, STORMWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER SHALL BE LAID SO THE WATER MAIN IS AT LEAST S", AND PREFERABLY 12-, ABOVE OR A MINIMUM OF 12 INCHES BELOW THE OTHER PIPELINE. IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE IF 36' MINIMUM COVER CAN BE MAINTAINED ABOVE THE WATER MAIN AND T OF SEPARATION BETWEEN THE WATER MAIN AND THE OTHER PIPELINE. 2. AT UTILITY CROSSINGS, ONE FULL LENGTH OF WATER MAIN PIPE SHALL BE CENTERED ABOVE OR BELOW THE OTHER PIPELINE SO THE WATER MAIN JOINTS WILL BE FAR AS POSSIBLE FROM THE OTHER PIPELINE. ALTERNATIVELY, AT SUCH CROSSINGS, THE PIPES SHALL BE ARRANGED SO THAT ALL WATER MAIN JOINTS ARE AT LEAST THREE FEET FROM ALL JOINTS IN VACUUM TYPE SANITARY SEWERS, STORM SEWERS, STORMWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER, AND AT LEAST SIX FEET FROM ALL JOINTS IN GRAVITY OR PRESSURE TYPE SANITARY SEWERS, WASTEWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER. 3. CONSTRUCT STANDARD CROSSING NOT TO EXCEED 75% OF THE MANUFACTURER'S MAXIMUM JOINT DEFLECTION. 4. OTHER METHODS OF RESTRAINT MAY BE USED AS APPROVED BY IRCDUS IN LIEU OF DEFLECTING THE PIPE AS SHOWN ABOVE. 5. TRACER WIRE SHALL BE INSTALLED ABOVE THE PIPE. (SEE DRAWING, No. M-14) 6. ALL WATER AND SEWER PIPING SHALL BE LOCATED A MINIMUM HORIZONTAL SEPARATION EQUAL TO THE DEPTH OF THE PIPE PLUS THE DIAMETER OF THE PIPE FROM ANY PERMANENT ABOVE GROUND STRUCTURES(I.E. WALLS, TREES, TRANSFORMER PADS, ETC.) AND A MINIMUM HORIZONTAL SEPARATION EQUAL TO FOUR (4) FEET FROM ANY UNDERGROUND UTILITIES (LE. GAS MAINS, TELEPHONE LINES, CABLE LINES, IRRIGATION MAINS, ETC.) 7. IRCDUS MAY REQUIRE AIR RELEASE VALVES ON EACH SIDE OF A UTILITY CROSSING. INDIAN RIVER COUNTY NG. DEPARTMENT OF UTILITY CROSSINGS M-4 oMWING UTILITY SERVICES NOTES: I- WHERE SOIL CONDITIONS CANNOT BE MAINTAINED AS SHOWN ABOVE, PROVIDE METHOD OF CONSTRUCTION TO IRCDUS FOR APPROVAL. 2. SHEETING WILL BE REQUIRED AS DETERMINED IN THE FIELD IN ACCORDANCE WITH OSHA REGULATIONS. 3. COMPACTION PERCENTAGES SHOWN REFER TO AASHTO T-180 MODIFIED PROCTOR METHOD. 4. MECHANICAL COMPACTION NOT ALLOWED BELOW THIS LEVEL OTHER THAN HAND VIBRATORY MEANS. 5. COMPACTION REPORTS REQUIRED. & MINIMUM TRENCH WIDTH W = PIPE O.O. PLUS 2'-G'. 7. 2" DETECTION TAPE WITH METALLIC BACKING TO BE INSTALLED OVER MAIN 6" BELOW BOTTOM OF BASE COURSE. TAPE TO BE MARKED'CAUTION-WATER LINE BELOW", 'CAUTION -FORCE MAIN BELOW, OR "CAUTION -REUSE MAIN BELOW". TRACE WIRE SHALL BE USED CONTINUOUSLY ON ALL PIPE. SEE DRAWING, No. M-14, TRACE WIRE DETAIL. B. ALL RESTORATION IN EASEMENTS OR RIGHT-OF-WAYS OR WHEN REQUIRED BY OTHER JURISDICTIONAL AGENCIES SHALL CONFORM TO IRCDUS SPECIFICATIONS OR THE OTHER JURISDICTIONAL AGENCY SPECIFICATION, WHICHEVER IS MORE STRINGENT. 9. ALL PIPE TO BE LOCATED A MINIMUM OF S O.C. (TYPICAL) FROM EDGE OF PAVEMENT. 10. EXCAVATABLE FLOWABLE FILL IS ALLOWED WITH PRIOR APPROVAL OF PROPOSED MATERIAL STRENGTH BY COUNTY PUBLIC WORKS ENGINEER OR DESIGNEE. INDIAN RIVER COUNTY DwNOING DEPARTMENT OF TRENCH DETAIL M-1 UTILITY SERVICES NOTES A A TAPPING SLEEVE HARDWARE 316 STAINLESS STEEL ELEVATION NOTES: 1. NEW MAIN SHALL BE RESTRAINED PER IRCOUS ENGINEERING. THRUST BLOCK ON EXISTING MAIN AT TAPPING SLEEVE LOCATION MAY BE REQUIRED. Z ALL MATERIALS SHALL BE PER IRCDUS APPROVED MANUFACTURERS PRODUCT LIST. DRAWING INDIAN RIVER COUNTY TAPPING SLEEVE AND NO DEPARTMENT OF VALVE ASSEMBLY M-5 UTILITY SERVICES MECHANICALLY SAW EXISTING PAVEMENT TRENCH WIDTH TRENCH WIDTH + 7' MINIMUM \ SURFACE RESTORATION 2' EXISTING MIN 1112-(SEE NOTE I) SASE MIN 1 1 2.T.////�/ Z DETECTION TAPE (SEE DRAWING Mt-A,NOTE7) / -.._/ / / /1/ / / / / / / -REPLACEMENT j LIME ROCK BASE 0 1 6" IN 3 LIFTS AT 98% BACKFILL IN 6" MAX,- LIFTS&COMPACT - �� TOAMIN OF 98% O rf�13 DENSITY NZ 1 F MAXIMUM WATER X 8" MAX LAYERS —� LEVEL ALLOWABLE INVERT AT 98%. ti DURING CONSTRUCTION W4" 0 BEDDING ROCK —' 12" PIPE ` 12' OR PEA ROCK WHERE pp UNDISTURBED CONDITIONS REQUIRE SOIL W COMPACTION DENSITY MINIMUM TRENCH WIDTH REPORT. SIGNED AND SEALED BY A FLORIDA ELEVATION LICENSED PE, REOUIRED, SEE DRAWING M-1 A,TRENCH DETAIL NOTES NOTES: 1. MECHANICAL COMPACTION NOT ALLOWED BELOW THIS LEVEL OTHER THAN HAND VIBRATORY MEANS. 2. NEW SURFACE MATERIALS SHALL BE CONSISTENT IN DEPTH WITH EXISTING MATERIALS AND SHALL HAVE LAPPED JOINTS, (1 10 MINIMUM THICKNESS). PAVEMENT MATERIAL TO BE SPECIFIED. 3. MINIMUM TRENCH WIDTH "W' = PIPE OD PLUS Z-O 4. EXCAVATABLE FLOWABLE FILL IS ALLOWED WITH PRIOR APPROVAL OF PROPOSED MATERIAL STRENGTH BY COUNTY PUBLIC WORKS ENGINEER OR DESIGNEE. INDIAN RIVER COUNTY TRENCH DETAIL (PAVED DMONG DEP UTILARTMENT OF AREAS & SHOULDERS M-2 ITY SERVICES �� 1 Z N � y m W m r�i Fcrr O go;N U«LLa W Wbii,,, n �� a �cq O O V Z N r a O O FZ= OUW3 i� WMR4 ima .�• ,ram m 0 � PP .wz" O0U OZ Eaw O U O Z Q o I— ❑ 2 U) m = H UL � J O m Q Z Q=LL w SS2 2: X p Q Q ¢� a ~ 2U aLd m y ot U H a 3 � � Z Q 0y 0 C9 ❑ m ❑ m awENia .ilosiss PRGIECT BIGDN23001 MTE JULY 2024 DMWNGSCNE NTS DRAwN er JO AFPRDVFU Rr JS CS6031 SHEET 15 OF 21 NOTES 1. VALVE BOXES SHALL BE CONSTRUCTED PER MANUFACTURERS SPECIFICATION. 2. ALL VALVE BOXES SHALL BE SHAFT/SCREW TYPE AND CANNOT REST ON THE VALVE. 3. ALL VALVE BOLTS SHALL BE STAINLESS STEEL WITH BRASS NUTS. 4. VALVE MARKERS ARE TO BE INSTALLED ADJACENT TO ALL VALVES IN UNPAVED AREAS AS DIRECTED BY IRCDUS. (SEE DRAWING, No. M-10, VALVE MARKER) 5. ALL VALVES REQUIRE STATE PLANE COORDINATES. 6. TRACE WIRE IS REQUIRED. (SEE DRAWING, No. W14, TRACE WIRE DETAILS) T. BLUE REFLECTIVE MARKERS (RPM'S )ARE TO BE LOCATED IN MID -LANE OF ROADWAY FOR ALL HYDRANT VALVES. (SEE DRAWING- No W 1, FIRE HYDRANTS 6 VALVE LOCATIONS) 8. REFLECTIVE MARKERS SHALL NOT BE PLACED IN BIKE LANES. 9. VALVE BOX LID LOCATED IN PAVEMENT SHALL BE A MINIMUM 24 LBS. WITH A MINIMUM 6' LONG THROAT. 10. VALVE BOX SHALL COMPLY WITH FOOT STANDARDS AS APPLICABLE. 11. VALVE EXTENSIONS OVER 36" REQUIRE IRCDUS ENGINEERING APPROVAL. 12. VALVE SPACING ON WATER MAINS SHALL NOT EXCEED 1,000' MAXIMUM. DRAWING INDIAN RIVER COUNTY VALVE AND BOX DETAIL NO. DEPARTMENT OF NOTES M-6 S UTILITY SERVICEA SEE DRAWING M-6, VALVE AND BOX DETAIL 36' x 36' x 8' THICK FIBERCRETE PAD AT EACH VALVE BOX CONSTRUCTED IN PAVED AREAS (TYPE 1) 24" x 24' x W THICK FIBERCRETE PAD AT EACH VALVE BOX CONSTRUCTED IN UNPAVED AREAS (TYPE II) WIRE PORT BOX TO TO HOUSE TRACE f WIRE WITH CAST IRON LID IS TO BE PROVIDED IN UNPAVED AREAS (TYPE II) NOTE: VALVE BOX PADS IN THE PAVEMENT 00 NOT HAVE WIRE PORT BOXES AND BRASS INDICATORS i.STIRON ezv VALVE BOX LID meB 3.0 BRASS INDICATOR (EXAMPLE) SHALL BE FLUSH WITH TOP OF PAD AND SHALL BE WET SET IN CONCRETE OR DRIVENIANCHORED IN PAVEMENT PLAN VIEW NOTES: 1. VALVE BOX LIDS SHALL BE PAINTED: BLUE - WATER FIRE HYDRANTS -RED FORCE MAINS - GREEN REUBE MAINS •PURPLE BRINE - BROWN 2. IN UNPAVED AREAS (SEE DRAWING, No. M-B, TYPE II ) A BRASS VALVE INDICATOR IS TO BE PROVIDED. WITH ENGRAVED DIAGRAM OF VALVE LOCATION AND DESCRIPTION. )SEE EXAMPLE ABOVE) INDICATOR SHALL BE FLUSH WITH VALVE PAD. 3. VALVE BOX LID LOCATED IN PAVEMENT SHALL BE A CAST IRON, STAY -PUT COVER, MINIMUM 24 LBS. WITH A MINIMUM 6' LONG THROAT AND SHALL BE MARKED WITH RAISED LETTERS: "WATER'. .SEWER', 'BRINE', OR'REUSE WATER' AS APPLICABLE. 4. VALVE BOX SHALL COMPLY WITH FDOT STANDARDS AS APPLICABLE. 5. NO VALVE RINGS ARE TO BE USED. 6. IN TYPE I, PAVED AREAS, THE VALVE BOX PAD TOP ELEVATION SHALL BE EVEN WITH THE ROCK GRADE TO ALLOW BOTH LAYERS OF ASPHALT TO COVER THE VALVE BOX PAD WITH THE FINAL ASPHALT LAYER FLUSH WITH THE TOP OF THE VALVE BOX. (SEE DRAWING, No, M-6, VALVE AND BOX DETAIL) INDIAN RIVER COUNTY DR NO. DEPARTMENT OF VALVE BOX PAD M-7 UTILITY SERVICES sAX .w.wom.c.srcaes '1 3-TANK SONNY'S REQAIN SYSTEM DETAIL 240299 A5 BIG DAN YOQ"� ,W,YCOMM`�+- REQAIM TANK SYSTEM, GC — — �...The CafflaB11 Factory 4.3 ,xe,a,x:n mee,.ormmzuaew I buw.....t r.,..,c..sm paiaim3lsN,+xm.m, ,euae *emre ma,:, n.Ts - i 0 z 0 u 0 z z 0 z 0 z w w a 0 C7 °o yl a W mm° EDGE OF FINISHED GRADE PLACE MARKER BALL PAVEMENT IN ALL METER BOXES O m / 36' MINIMUM COVER METALLIC BACKED) I 1. 0 _ 0 V u DETECTION TAPE 4 — ' ' z z a H `HALF-HITCH AT CONTINUOUS #10 STRANDED SERVICE TAP COPPER TRACE WIRE ELEVATION -SERVICE DETAIL Y 0 /f HALF-HITCH AT EACH lz END OF ALL FITTINGS 0¢~ LLr Lax l.I 1m lU -' m W \'�y iial/s 3.0 TRACE WIRE HOUSING Ifi WITH CAP FOR VALVES IN re w z 0 UNPAVED AREAS, SEE PLAN VIEW DRAWING M-e ] SHOWING TRACE WIRE AROUND FITTINGS N 2 = I OQZ °a CONTINUOUS #10 STRANDED - COPPER TRACE WIRE , o — :-1 HALF-HITCH BEHIND EACH BELL— rHALF-HITCH AT EACH END OF ALL VALVES ELEVATION -VALVE BOX DETAIL NOTES: 1. TRACE WIRE IS REQUIRED ON ALL PIPES REGARDLESS OF MATERIAL. Z p 2. INCLUDE ALL COST OF MATERIAL AND LABOR TO INSTALL TRACE WIRE IN PRICE OF PIPE. 3. CONTRACTOR IS RESPONSIBLE FOR CONTINUITY THROUGHOUT ENTIRE PROJECT OF ALL Q P: Q 2 TRACE WIRE. 4. ALL CONNECTIONS SHALL BE MADE WITH DIRECT BURY CONNECTORS. LU 5. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. m = 6. COLOR OF TRACE WIRE SHALL BE: BLUE FOR WATER, GREEN FOR SEWER. AND PURPLE Lu v FOR RECLAIMED WATER. LL DRNoNG INDIAN RIVER COUNTY I - s z ; DEPARTMENT OF TRACE WIRE DETAILS M-14 _J 3 Q UTILITY SERVICES U)) Q= Z W T zz m o a o 2 c ° a ' OU 0C L) J Z = U Q 0 rn Z m IN— IN— BIGDN23001 DATE JULY 2024 1-1 SCALE NTS DRAM IN JO nvaRGVEDBY JS CS6032 SHEET 16 OF 21 i Q SNIT A1.N3dONd 3NIT A1213dOLld LU I om,10-iHDI8 I AVM-dC iH5Iti („� LL 3f1T8 031NItld L13NLIVW Iw- O _ Iu♦)j 0 Z� vJ Lu LL ap0 O Q LU ❑n W j W WOW Y w '¢ �N a:w a U C9 ct OO Y W O d 1 O lil a= Z O F V i LL3 O UZLLI w w9'4 ¢ W W amz �QH jy K— J ILL! W wo ¢8 WF� Q p 0 W> E m w 2 2 N Q / j w z °W rc�a w U rn D L) 0° gi" c7 Na mW 'r'- W w auk wKaO y"OF 0w y'Z m w mf-r O 1 N -1 Q rn C) 2~ K Qj z m= Ww w z i, V a: N3AO0 w. z m > O W w ¢ m3 wm� (NIW)..9E ov�Wi w DRAWING NO. W-4 rintn�wsa ntlrvrurcutu ru�rmtn Irrcrt w WITH SKID RESISTANT SURFACE NOTES: V/ /// // 11'/1 Y/. I t SUCCESSIVE TAPS INTO THE WATER MAIN SHALL BE A MINIMUM OF 18' ON CENTER. HINGED CAST IRON METER BOX LID 2. ALL SERVICES REQUIRE 36" MINIMUM COVER. 3. MINIMUM SERVICE SIZE SHALL NOT BE LESS THAN 1" 0. DUAL SERVICES SHALL BE A V// MINIMUM OF 1 Y:" 0. TRIPLE SERVICES SHALL BE 1 MINIMUM OF 2' 0. QUADRUPLE HEAVY DUTY, SOLID METER BOX LID SERVICES SHALL BE APPROVED BY IRCDUS. SEE W-7A NOTE 7 4. V 081 Xe" 0 LONG SERVICES REQUIRE A 2' MINIMUM I.D. CASING SLEEVE, 2.0 LONG RADIO READ METER BOX LID MAY SERVICES REQUIRE A 3' MINIMUM CASING SLEEVE. CASING SLEEVE SHALL BE BE REQUIRED. SEE W-7A NOTE B SCHEDULE 40 P.V.C. 5. ALL METERS Y 0 OR SMALLER SHALL BE SUPPLIED AND INSTALLED BY IRCDUS. ALL / 1� 1 METERS GREATER THAN 2' 0 SHALL BE SUPPLIED AND INSTALLED BY THE DEVELOPER PROPERTY OWNER. REFER TO APPROVED MANUFACTURERS'PRODUCT LIST FOR METERS GREATER THAN 2" 0, 6. PIN LOCKS WITH PLASTIC DUST CAPS SHALL BE PURCHASED BY THE DEVELOPER ANDIOR CONTRACTOR AND SHALL BE INSTALLED ON ALL LOCKING CURB STOPS INSIDE LL I METER BOX. SAMPLING POINTS, AND WATER SERVICE CONNECTIONS AT THE TIME OF r� 1 ACTIVATING ALL WATER MAINS OR AT SUCH TIME AS DIRECTED BY IRCDUS. TOP VIEW 7. CURB STOPS SHALL BE THE SAME SIZE AS THE METERS THAT ARE INSTALLED. B. TRACE WIRE TO BE INSTALLED AS PER DRAWING, No. M-14. TRACE WIRE DETAILS. 9, PLACE A 4" ELECTRONIC MARKER BALL INSIDE BOTTOM OF ALL METER BOXES. 10. ALL RESIDENTIAL AND ONE ERU SERVICES SHALL BE 5d8' METERS. 11. OPEN BOTTOM AND PRE -PLUMBED (ENCLOSED) METER BOXES ARE ACCEPTABLE. !nl 12. ALL METER BOXES TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. 13. AN UNOBSTRUCTED CLEAR ZONE IS REQUIRED AROUND ALL METER BOXES. (SEE _ DRAWING. No. W-6 A.) INDIAN RIVER COUNTY DBaONa DEPARTMENT OF WATER SERVICE W4 UTILITY SERVICES NOTES ti A B SECTION VIEW METER BOX WITH LID FIBERGLASS REINFORCED POLYMER (FPR) CONCRETE. OPEN BOTTOM METER BOX SEE DRAWING, No. W413, WATER SERVICE NOTES. INDIAN RIVER COUNTY DMWIHG METER BOX NO, DER UTILIARTMENT OF TYPICAL OPEN BOTTOM W-5 TY SERVICES V N C N m W df mm O H"c r" � aP "In V 2 LL LL Ca R-2 mn 0�0q 4 z ul 00 Y 15 3 �zx z¢� ;t j�o r*f a•. rnz_ 1 QQ2 z cz �QLLIa a m o Q Z Q H Q m Lu J 0 1 fn 3 LL Lu z rnz NB Q= Q ❑ >¢ 0 d 0 a w LLI = U o. af E U N Q < cc m Z Q ❑ w z 0 o m m SECT BIGDN23001 DN1t JULY 2024 DRnvnNe scue NTS DMWN BY JO Nw8°YEDBY JS CS6041 0 0 w SHEET 17 OF 21 U N N om W j ua V1 I Coo N DOUBLE SERVICE I FLOW SINGLE SERVICE TYPICAL TYPICAL 2 N _ W STANDARD"Y'BRANCHES 2 NOTES: a m TO BE LOCATED IN THE FIELD \. ter- - I w (7 COVER WITH , / 1. ALL SEWER LATERALS (SINGLE OR DOUBLE) SHALL HAVE A RISER PIPE WITH BENDS AS ' U Lq DETECTION TAPE 6•z6' WYE COMMERCIAL) e 3 w z 3 l)-1 rc REQUIRED FOR SERVICE CONNECTIONS AND WITH A4'O CLEANOUT AT GRADE. z INSTALLED 'SEE DRAWING 6"z4' WYE RESIDENTIAL - _ _ _ ��-�� a R W .J j PLUG (TYP) S-3A, NOTE 9) ` O - - - - - O W LLLLLLL 2. CONTRACTOR SHALL BE RESPONSIBLE FOR RISER PIPE WITH BEND FOR SERVICE d F _ g-g = a LU L~i m W F CONNECTION AND FOR SETTING 4'0 SEWER CLEANOUT TO FINISH GRADE PRIOR TO COMMON O m / O to ~ p -- BENDS AS C / w w Q CONNECTION. PROPERTY REQUIRED a Z O O w O OF -J 3. SANITARY SEWER LATERAL LATERALS SHALL BE A MINIMUM OF 6' IN DIAMETER. LINE w 6-0 `1' O �` V m z O O z r �E OF SEWER MAIN COINCIDES WITH (L w _/� y O -� 4. GRAVEL (314') BEDDING SWILL BE USED FOR EXCAVATION ON ROCK. SAND BEDDING r 3 a BSc6' WYE COMMERCIAL Of ROAD UNLESS OTHERWISE w Z "tom m O 12.0 Z < i ¢ = Z LL 3 6•z4• WYE RESIDENTIAL APPROVED BY IRCDIS j N w -' r, w m a W W SHALL BE USED FOR EXCAVATION IN SAND. (SEE DRAWING. No. S-2. MODIFIED SEWER O LL 3 w O ¢ z¢ W q Oq a O O ,°il w g LATERAL. DEEP SEWER.) 0 z Aiiiitllllgp�Yt a PLAN VIEW aU W 0 (�9 - W Z W v a K W W S. GRAVEL (3/4-) BED SHALL CONTINUE UNDER AND PARALLEL TO SEWER LATERAL PIPE m w o ♦�� !mil /�//i K K 7= K 6 w ti w f OUS RFSPONSIBILIT" r U a y N Q N INTO UNDISTURBED SOIL AT THE PROPERTY LINE. (SEE DRAWING. No. S-2. MODIFIED O W. i p a LL =1 N SEWER LATERAL, DEEP SEWER.) . m a ` �. Wi�12i MARKER PAINTED GREEN •MARKER PAINTED GREEN i w m l O C y } 6. FOR RISERS AND CLEANOU7S SEE DRAWING, No. S-3, SEWER LATER RISER. W m W w m C OU ;p Z d Z LL N 7. FOR CUTTING IN SEWER LATERAL CLEANOUT TO FINISH GRADE SEE DRAWING, No S-3, y LLOETCH CURBWITH"S'FOR Z O; z W wSEWER LATERALS w OOa0UBEWER LATER RISER. iWZ[.,SIDEWALK °- w in qw ¢zL)Z 7 6. RISERS AND CLEANOUT SHALL NOT BE CONSTRUCTED WITHIN 12. OF SIDEWALK. z SEE DWG NOTE B rL ROAD ELEVATION r W K W K W W 9. MAGNETIC DETECTION TAPE SHALL BE INSTALLED OVER TOP OF ALL SEWER MAINS AND = p CROWN w 3 g M.Z L j W L U) SERVICE LATERALS. lL f OF ROAD a 7 3 N N y Q cl iD. ELECTRONIC MARKER BALLS. a•0, SHALL BE TAPED TO 6'x4' WVE, 24' BELOW FINISHED 2 y U w D w z n" J_ GRADE. a O FU- Ixj Q w ~ 11. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. NO } � �U 6'CAP MINIMUM SLOPE 1 /4' PER FT 2% 1 Y J w USE GREATER SLOPE WHERE POSSIBLE Q -w a' } y x a �_ Z 4 MARKER BALL N O J w TAPED 706"za' L r iSER ANC CLEANOUTS NOT - ¢ � rr WYE (TYP) DEPTH TO BE DETERMINED IN SHOWN FOR CLARITY. w p ¢ 3 Q THE FIELD AS REQUIRED TO 2 m `e = AVOID OTHER UTILITIES (TYP) AVM-UO-IH�JIH v 4 x (/� U) ELEVATION _ F w Tc Q LU 3NIl .LL213d02id Z m y 0 = SEE DRAWING, No. S-3A SEWER LATERAL NOTES �2 W ~ DRAWING v - INDIAN RIVER COUNTY ' w �- - - STANDARD LATERAL DRAWNG r Q o � J O STANDARD LATERAL - INDIAN RIVER COUNTY ND. _ r z L. } DEPARTMENT OF �� DRAWING V (SHALLOW SEWER) S-1 ' DEPARTMENT OF S-3 UTILITY SERVICES z No. 3 W w.� r UTILITY SERVICES NOTES A Q w p >_ a X 00 W O aLd 0 N 0) w U W � U Z 0 z z 0 0 [0 � HEAVY DUTY CAST IRON m MANHOLE COVER -LETTERS 70 BE MARKED'SANITARY SEWER' ,\x 22314'. MANHOLE COVER - SECTION L ❑ ❑ I I 23" o 20 5!B" '-_ r NON -PENETRATING - - WATERTIGHT PICKHOLE PLAN VIEW / - — J �I d 24 1/2' WATERTIGHT BOOT _ T-G' RAIN GUARD AS REQUIRED) MANHOLE FRAME - SECTION'c'"s 21. SLOPES ON ALL CHANNEL BOTTOMS TO BE EQUAL TO SLOPES OF PIPE ENTERING AND EXITING MANHOLE. 22.0IAMETERS OF MANHOLES SHALL BE: NOTES. DEPTH OF MANHOLE LESS THAN 10' GREATER THAN 10'; DIAMETER 4' S' �weix�ourarmue�wHmimwi. 1. A WATERTIGHT BOOT RAIN GUARD SHALL BE PROVIDED FOR ALL FRAME/COVERS AND BE APPROVED BY IRCDUS. 2. ALL MATERIALS SHALL BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. BIGDN23OO1 3. A U.S. FOUNDRY 420 RING AND "C' COVER IS SHOWN IN ABOVE DRAWING. MTE JULV 2024 DRAWING INDIAN RIVER COUNTY oRAaINc DRAWING SCALE NTS INDIAN RIVER COUNTY STANDARD MANHOLE "° JIG, OF DEPARTMENT OF MANHOLE NOTES S-5 APPRDVEDBY is UTILITY SERVICES CASTING S-4 UTILITY SERVICES ...w C56051 SHEET 18 OF 21 - ADDITIONAL REINFORCING BARS MANHOLE FRAME REQUIRED AROUND OPENING IN AND COVER TOP SLAB. SLAB TO BE TRAFFIC BEARING. SUBMIT SHOP DRAWING FOR APPROVAL. 9 6'6 r A n4'•" A SEE DRAWING S-12. - LUENT MANHOLEFLUENT DETAIL &INFLUENT DETAIL PLAN VIEW MANHOLE FRAME AND COVER \ FINISHED GRADE e SEAL JOINT TO BE FILLED e�muuesiw�i I 0 WITH RAM -NECK OR 24112' APPROVED EQUAL C LL' O y 8' -- --VARIES-- -8' y ' SEE"NOTES SEE DRAWING S-11, PIPE OPENING IN MANHOLE DETAIL SLOPE U WMINIMUM� 21FT i - FLOW (TYP) i FILL CONCRETE OR jjar BRICK WITH TYPE I OR TYPE II CEMENT ELEVATION - PIPEINVERT MORTAR SECTION A -A TO BE USED WHEN CUT CLASSIFICATION IS 6'-0" OR LESS NOTES 1. SEE DRAWING, No. S4, STANDARD. MANHOLE CASTING, 2, SEE DRAWING, No, S-5, MANHOLE NOTES. 3- SEE DRAWING, No. S-11, PIPE OPENING DETAIL. 4, SEE DRAWING, No. S-12, MANHOLE EFFLUENT AND INFLUENT DETAIL 5. MANHOLE INSIDE DIAMETER (ID) VARIES DEPENDING ON DEPTH. 6. SEAL SHALL BE USED AT ALL JOINTS, SEE DRAWING No. S-5, NOTE 20. INDIAN RIVER COUNTY °R wNG MANHOLE DEPARTMENT OF SLAB -TOP DETAILS S-7 UTILITY SERVICES µ A PUMP STATION GENERAL NOTES 1. CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS AGAINST FLOATATION OF WET WELL UNTIL ALL BACKFILL IS IN PLACE. 2. ALL CONCRETE SHALL BE CLASS A -A (4,000 PSI FOR PRECAST AND 3,000 PSI FOR CASTAN-PLACE) UNLESS OTHERWISE SPECIFIED, 3. REINFORCING STEEL SHALL BE GRADE 60 FABRICATED AND PLACED IN ACCORDANCE WITH ACI CODE SPLICES AND SHALL BE SIX (6) TIMES THE BAR DIAMETER NUMBER SIZE OR IS - MINIMUM UNLESS OTHERWISE NOTED (STAG. SPL., TYP). 4. ALL BACKFILL AROUND THE PUMP STATION SITE SHALL BE COMPACTED @ 98%OF MAXIMUM DENSITY, PER AASHTO-T-180. 5. CHAMFER EXPOSED CONCRETE EDGES Y- (TYP). 6. WETWELL WALL SHALL CONTAIN A MINIMUM OF .022 SQ INILINEAR FOOT REINFORCEMENT, EACH WAY TOP TO BOTTOM. 7- ALL PIPING AT THE PUMP STATION SITE SHALL BE RESTRAINED. 8. ALL PUMPS AND PUMPING EQUIPMENT- SEE IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. 9. STAINLESS STEEL (316) CABLE HOLDER SHALL BE LOCATED ON OPPOSITE SIDE OF WETWELL FROM THE INFLUENT PIPE. 10. BUOYANCY CALCULATIONS SHALL BE REQUIRED FOR ALL PUMP STATIONS ALONG WITH THE REQUIRED PUMP STATION CALCULATIONS, 11. NO UNI-FLANGE PIPE CONNECTIONS ALLOWED. 12. MAINTAIN MINIMUM OF W BETWEEN ANY PIPING, FITTINGS ETC. AND PRECAST CONCRETE. 13. FIBERGLASS LINERS SHALL BE INSTALLED ON ALL PUMP STATION WETWELLS AND MANHOLES RECEIVING PUMPED SEWAGE, PLUS 5 MANHOLES IN EACH DIRECTION. 14. ALL NEW MANHOLES SHALL BE COATED PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. 15. PUMP STATION CONTROL PANEL SHALL BE PROVIDED WITH APPROPRIATE LIGHTNING ARRESTOR. VERIFY ALL DRIVEN GROUNDING GRIDS PER N.E.C. 250.56 AND SCADA (LATEST STANDARDS). 16. AN ACCESS DRIVE SHALL BE PROVIDED TO ALL IRCDUS MAINTAINED LIFT STATIONS. ALL ACCESS DRIVES SHALL BE A MINIMUM OF 17 WIDE, 45' LONG. IF FENCE IS INSTALLED, SWING GATE SHALL HAVE A 1Z OPENING. 17. ALL PROPOSED PRIVATE STATION OWNERS ARE TO SIGN AN AGREEMENT ACKNOWLEDGING STATION IS TO REMAIN PRIVATE UNLESS SUBJECT STATION IS CONSTRUCTED TO IRCDUS STANDARDS, 18. PUMPS SHALL BE DESIGNED TO PROVIDE A MINIMUM PUMP RUN TIME EQUAL TO HALF THE CYCLE TIME. 19. PUMPS SHALL BE DESIGNED TO PROVIDE A MAXIMUM CLEARANCE OF TEN FEET OUTSIDE OF LIFT STATION WETWELL FOR FUTURE MAINTENANCE. 20. ALL RE -PUMP STATIONS SHALL HAVE 810-CUBE ODOR CONTROL SYSTEMS AS REQUIRED BY MANUFACTURER, AND APPROVED BY IRCDUS. 21. LIFT STATION IS TO BE LOCATED IN A DEDICATED UTILITY EASEMENT, 50' AWAY FROM HOMES, CUL-DE-SACS AND SURFACE BODY WATER. 22. A SAFETY GRATE WITH STAINLESS STEEL (316) HARDWARE IS REQUIRED FOR ALL WETWELLS. REFER TO SPECIFICATIONS SECTION 1D SUBMERSIBLE WASTEWATER PUMPING STATION INDIAN RIVER COUNTY PUMPING STATION °No ° DEPARTMENT OF GENERAL NOTES 5-19 UTILITY SERVICES TYPICAL WASTEWATER PUMPINGSTATION SPACE AROUND OUTSIDE OF PIPE SHALL BE COMPLETELY FILLED WITH NON -SHRINK GROUT. REMOVE CONCRETE AND BEND EXPOSED EXISTING REINFORCED STEEL AROUND OUTSIDE OF PIPE (FOR FIELD INSTALLATION) PIPE W TH 3 ANELE3S STEEL 3ili A�L'CES$iSK(ES1 -- H.P. ELEVATION OF FILL CONCRETE TO BE SAME AS OD OF PIPE SLOPE 2-!FT (TYPICAL) L, (MINIMUM) MANHOLE BASE ELEVATION NOTES: 1. SEE DRAWING, No. S-5, MANHOLE NOTES. NOTES 2.4, 5. 7, 10. AND 16. 2. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. INDIAN RIVER COUNTY PIPE OPENING IN GRADING DEPARTMENT OF UTILITY SERVICES MANHOLE DETAIL S-11 w x, REFER TO SPECIFICATIONS SECTION 10 SUBMERSIBLE WASTEWATER PUMPING STATION PUMPING STATION °°"0 INDIAN RIVER COUNTY "G DEPARTMENT OF GENERAL NOTES S-19 UTILITY SERVICES TYPICAL WASTEWATER PUMPING STATION _ A MANHOLE FRAME - FINISHED AND COVER FINISHED -, ' GRADE SEAL, 0 -ASPHALT PAVEMENT i 1 1.. I K � U' Z FORCE MAIN� 6j 1 "-FIBERGLASS 1 LINER RESTRAINED JOINTS WITH MEGA LUGS OR OTHERAPPROVED EQUAL (TYP) - - VARIES SEE S-5 NOTES DOWNSTREAM INLET GRAVITY RESTRAINEDJOINTS --� - INVERERT TO TTOBE SEWER WITH MEGA LUGS OR SAME AS DOWNSTREAM /�+ ' ' OTHERAPPROVED INLET EQUAL (TYP) ., / e STANDARD LONG J j - -6- MIN (TYP) RADIUS ELBOW _ -t 1 - MIN CUT HOLE (USE NEOPRENE/ `� / - . BOOT TO SEAL (AS PER ,/ / i / ITYP) DRAWING S-11, PIPE ' - .,: - - ---- - - ( OPENING DETAIL) ELEVATION -GRAVITY SEWER - NOTES: 1. SEE DRAWING, No. S-5, MANHOLE NOTES, 2. SEE DRAWING, No. S-12, PIPE OPENING DETAIL. 3. SEE DRAWING, No. 5-12, MANHOLE EFFLUENT AND INFLUENT DETAIL. 4. NO INSIDE DROP WILL ACCEPTED FOR FORCE MAIN TIE-INS. 5. MATERIALS FOR LINING MANHOLES SHALL BE EQUAL TO THAT MANUFACTURED BY ASSOCIATED FIBERGLASS ENGINEERS OR APPROVED EQUAL AND SHALL BE ENGINEERED TO A STANDARD OF 16,000-POUNDS VERTICAL DYNAMIC WHEEL LOAD (AASHTO-H-20). FIBERGLASS LINERS SHALL BE INSTALLED ON ALL MANHOLES RECEIVING PUMPED SEWAGE 6. SEAL SHALL BE USED AT ALL JOINTS. SEE DRAWING No. S-5. MANHOLE NOTES. NOTE 20. INDIAN RIVER COUNTY °NOING DEPARTMENT OF FORCE MAIN TIE-IN UTILITY SERVICES TO MANHOLE W T S-13 ci NO W moan V U. LL a N ti o N U b Z r Z uj d H Z Q Q a fA u=i m R w _ H- UL 1 cl) LL H z >Q Q y Z LU a m a w ui U = O W y U 3: a 3 L Z a Q 0 v C7 z 0 m c� m E "veoevATE lury- iornxIienawu PN ECT BIGDN23001 wTE JULY 2024 DRAWINGS E NTS DRAWN BY JO WRRGVEGBY JS CS6052 SHEET 19 OF 21 WET WELUVALVE BOX LAYOUT PUMP DATA TABLE PUMP MODEL GRUNDFOS RC98250862 IMPELLER DIAMETER 2.5-INCH PUMP DESIGN CAPACITY 82 GPM PUMP DESIGN TON 395 FT CITY EL 2. OIA SECONDARY CAPACITY 110 GPM ELECTRICAL HUBS ON 5• _PROPOSED VALVE SECONDARYTCH 46.5 FT CENTERLINE BOX (TYP.) HORSEPOWER TWO HP VOLTAGE 230 V PHASE THREE PH DISCHARGE SIZE 2 AUXIUARY y Y•W NOTES: - ' POWER HOOKUP - _ GENERAL NOTES PUMPS SHALL BE OF THE SUBMERSIBLE TYPE (MANUFACTURED BY HYDROMATIC). EACH PUMP SHALL BE MOUNTED ON I A 02' RAIL SYSTEM. THE RAIL SYSTEM SHALL BE SELF ENGAGING RESULTING IN A LEAKPROOF COUPLING. THE RAIL / SYSTEM SHALL INCLUDE THE BASE ELBOW, DISCHARGE FLANGE ASSEMBLY, 304SS GUIDE RAILS, 316SS UPPER GUIDE BRACKET, 316SS UFTING BWL AND CABLE, AND A SIX -HOOK 31655 CABLE HOLDER. THE RAIL SYSTEM SHALL BE /.TY MOU(.�NNTTEDPANN�D�PRRE-`PUPPED BY THE PUMP SUPPLIER. NAU�P VOWTEJGMOTOR AND SEAL HOUSING SHALL BE CONSTRUCTED OF CAST IRON. ALL DITERNAL FASTENERS . (3) 2• CIA. CONDUIT FIBERGLASS VAULT—', AUXILIARY BY-PASS SNAIL BE SERIES 30D STAINLESS STEEL THE PUMP SHAFT SHALL BE CONBRUCTEO OF SERIES 416 STAINLESS STEEL (2) CONDUIT FOR PUMP. POWER CABLES AND SENSOR CABLES 4'Wz4'Lx3'OEEP PUMPING ACCESS (1) CONDUIT FOR FLOATS AND SENSOR CABLES (TYPICAL) SHALL CONFORM TO IMPELLER (BY CONTRACTOR) ` DEP 17-604.42(A) THE IMPELLER SHALL BE OF MULTI -VANE, SEMI -OPEN CONSTRUCTION. THE IMPELLER SHALL BE STATICALLY AMID CONCRETE SERVICE PLAN VIEW —S.S. BOLTS FOR ALUMINUM COVER HYDRAULICALLY BALANCED. POSTS) ANDD .TIERS DISCONNECT WITH ITN A A CUTTER ASSEMBLY SHALL BE MOUNTED ON THE SUCTION 510E OF THE PUMP WITH DIRECT DISCHARGE INTO THE LIGHTNING ARRESTOR PER PUMP IMPELLER. THE GRINDER SHALL BE CAPABLE OF GRINDING MATERIALS FOUND IN NORMAL, DOMESTIC SEWAGE. LOCAL CODE BOTH THE STATIONARY AND ROTATING CURERS SHALL BE CONSTRUCTED OF HARDENED STEEL (BY CONTRACTOR) MOTOR ALARM LIGHT THE MOTOR SHALL BE MOUNTED IN A SEALED, SUBMERSIBLE TYPE HOUSING. THE STATOR SHALL BE SECURELY HELD IN PLACE WITH A RENO4ABLE END RING AND THREADED FASTENERS FOR EASE OF REMOVAL WITHOUT THE USE OF HEAT CONTROL PANEL WITH ALUMINUM ACCESS 4" OIA- PVC ELBOW VENT OR A PRESS. THE MOTOR WILL HAVE TWO HEAVY-DUTY BALL BEARINGS; ONE UPPER (RADIAL) AND ONE LOWER LOCKING PROVISION COVER WITH W/ S.S. BUG SCREEN (THRUST), TO SUPPORT THE SHAFT. THE MOTOR SHALL BE EQUIPPED WITH A WINDING THERMOSTAT THAT IS WIRED TO LOCKING HASP, (SHOWN ROTATED 90' SHUT THE MOTOR OFF IN CASE OF MOTOR OVERHEATING. HORN S.S. I O HARDWARE-3DOLBS/FT FOR CLARITY) PUSH TO SILENCE LOADING 2" CIA. SEAL CHAMBER C+ DISCHARGE THE PUMP SHAL HAVE TWO MECHANICAL SEALS, MOUNTED IN TANDEM WITH AN OIL CHAMBER BETWEEN THE SEALS. SEAL -OFFS S.S. GUIDE COUPUNG THE PUMP SHALL BE EQUIPPED WITH A SEAL LEAK DETECTION PRCBE AND WARNING SYSTEM BY USING A SEAL FAILURE (BY CONTRACTOR) IiBRACKETS WET WELL/VALVE SENSOR INSTALLED IN THE SEAL CHAMBER. HOSE BIBS AND BFP BOX CONNECTION WEf WELL (BY OTHERS) SS. (BY CONTRACTOR) THE PUMP SUPPLIER SHALL PROVIDE THE WET WELL THIS GLASS FIBER -REINFORCED POLYESTER BASIN SHALL BE (INSTALL PER HOOK CONSTRUCTED OF A COMMERCIAL GRADE OF GLASS FIBER AND SHALL BE PROVDED WITH FILLET AND AN LOCAL CODES) CABLE ALUMINUM ACCESS AND -FLOTATION RING WITH A MINIMUM DIAMETER OF THREE INCHES LARGER THAN THE BASIN DIAMETER. THE RAIL HOLDER COVER WITH SYSTEM, INTERNAL PIPING AND DISCHARGE CONNECTIONS SHALL BE PRE -INSTALLED BY THE PUMP SUPPLIER JUNCTION BOX LOCKING HASP HATCH COVER ri TOP pF WET w ♦GRADE THE HATCH COVER SHALL BE 2/3 HINGED TO ALLOW FOR MAXIMUM ACCESS TO THE WET WELL THE HATCH COVER /SHALL BE ALUMINUM WITH STAINLESS STEEL FASTENERS, RATED FOR 300 PSF OR GREATER. THE MATCH COVER SHALL 2 •MIN. INCLUDE A SINGLE OR DUAL DOOR OF DIMENSIONS SPECIFIED BY THE PUMP MANUFACTURER FOR PROPER PUMP 12' MIN. 2 CLEARANCE. THE COVER SHALL BE MANUFACTURED BY US FABRICATION. OR EQUAL L VALVE BOX DIA INLET �-3� r \� THE VALVE BOX IS FIBERGLASS WITH ALUMINUM LOCKABLE COVER. STANDARD SIZE VALVE BOX IS 4' X 4' X 3. GROMMET U 't —N-- VALVES (SHIPPED LOOSE) l AWWA ? " CIA - FLANGED AWWA VALVES SHALL BE SEWAGE SWING CHECK LEVER AND WEIGHT AND GATE VALVES, AWWA COMPLIANT. CHECK VALVE FLANGED FLOATS Q INVERT ELEVATION` L(SHALL BE CHECK VALVE GATE FLOATS SHALL BE ANCHOR SCIENTIFIC ROTO-FLOATS OR EQUAL. (SHALL BE CAS AND VALVE WATER TIGHT) CONTROLS —2' CIA. SCHBO THE CONTROL PANEL SHALL BE UL508 USTED. A NEMA 3R ENCLOSURE SMALL BE PROVIDED IN STAINLESS STEEL FIBERGLASS WET DRAIN/TRAP THE PANEL SHALL INCLUDE AN ALTERNATING CONTROL SCHEME (DUPLEX AND ABOVE), MAIN CIRCUIT BREAKER, WELL BASIN (BY CONTRACTOR) GENERATOR RECEPTACLE, HIGH LEVEL ALARM LIGHT AND HORN, ELAPSED TIME METERS, VOLTAGE OR PHASE MONITOR, --S.S. UFTING CABLE SEAL FAILURE AND OVERLOAD SENSORS. THE UGHTNING ARRESTOR SHALL BE PROVIDED BY CONTRACTOR. 3.—" CIA ELECTRICAL STAINLESS STEEL ALL ELECTRICAL WORK SHALL BE IN ACCORDANCE WITH LOCAL CODES. DISCHARGE PIPE © HIGH —S.S. GUIDE RAILS SUPPLIER WATER S.S. LIFTING BAIL PUMP SUPPLIER SHALL PROVIDE SUBMERSIBLE PUMPS, SLIDE RAIL ASSEMBLIES, FIBERGLASS BASIN AND VALVE BOX, ALARM OCONTROL PANEL, FLOAT SWITCHES, ALUMINUM HATCHES AND ACCESSORIES TO INSURE PROPER OPERATIONS AND 0 LAG PUMP PUMPS MUST BE ON MOUNTED ONTO WARRANTY. THE COMPLETE PACKAGE PUMPING STATION SHALLHAVEPUMP BASES, PAIL ASSEMBLIES, AND DISCHARGE FRONT LOAD -RAIL PIPING ASSEMBLED BY BARND'S PUMPS INC. READY FOR FIELD INSTALLATION. @LEAD PUMP OFF — SYSTEM SLIDEPUMP R�EMOOSYSTEMVAL TH ALLOWS GO f�PACI(AGE QHAI-LMAINTF ��TSUPPLIED �� BARNEYB PUMPS INC. IN lAl(ELWD (8fi3-865-8500). OPUMP OFF I ENTRY INTO WET WELL Uff UT �AYiEFI MAINTE CE SHALL BE IN ACCORDANCE WITH THE MANUFACTURERS SPECIFICATIONS H { FIBERGLASS FILLET \ ANTI -FLOTATION RING 11 :.•�'� � (7 BoTroM OF Wt ,-1 1— I PUMP PERFORMANCE CURVE CONCRETE BALLAST AS REQUIRED FOR 48" . . Pu.n ena sot. racn s,sua, curaa ELEVATIONS (BY CONTRACTOR) - • LD. Dsm. enucA _ wsrnl ; - _ _ _ 24.39 OF WET WELL OFT 1.5 YDS (KOO L.) — — — — -"— ,...na T, -- raar,.ar• Q TOP OF WET WELL tBFTon - 2s YDs (15oBGX`oo��iss1 +., OB INLET INVERT 17.9E 12E - 3 YDS (12(MMI LBS) © HIGH WATERALARM 16.8E SECTION VIEW 14R - 3.5 YDS (14050 LBS) ro -'- OD LAG PUMP ON 15.9E- OE LEAD PUMP ON 14.9E O BOTTOM O O 12.9E ' © BOTTOM OF WET WELL 10.9E _ ci lagW �mli �II �� 0 I'M, 14ELECTRICAL DATA _ d R oM,LM INCOMING POWER: 230V 30 LL Z (CONTRACTOR TO VERIFY) a H ENCLOSURE AND DEADFRONT LAYOUT (TYPICAL) G o y rim 6 NCB A P09 1..2 ( I Z � aqq �44 x srap�p }Oz 1111611111)I NIGL� �^d ^�d rcawAc uax s iii _ • YY W z l LUM n n m y �' 0 a ® a� I (MI ;I ;M2 NSW T+ 94 9 9 I arm : �1� a y 3 0 O ° z JIJ iM M u,aa � _ Ina reu .A I ILL I �16 acre I �, 5na I ��eIt Z Na, D, (� p{ co x Q W 10 a,eo 000 (n 0 on '- A� , Y "� _3 jA a,ra corvnxumanrAcez — Q= z Lu p a p FIELD TERMINAL BLOCK ' w co ❑ Q O a u 1 2 3 4 5,6 7 8L9 10' 11112'.13114'1516 am Q' = U ] V y Q C fn w O " "" II 16 116 IE Z Q Mt M2 eea L— .�L J r❑nn Z V V m m p �r, 9-:7 anl ( =a , .n,r.Arwr urxsr ) COMMUNICATIONS TOPOLOGY - ETHERNET SCADA SWITCH PLC ALL E� JJ �J�pT NETWORK 8 I FF PANELSTOSFL��DAF fSEp 6 Od.d'lA HE EIR ��``{{ ��%%OTHERS)1) RGENCY R RECEPTACLE WITH INTERLOCK FORs FAERGENCYPWER CONNECTION. 2) SURGE AND UGHTNING PROTECTION SHALL BE PROVIDED BY CONTRACTOR AND MOUNTED EXTERNAL TO THE CONTROL PANEL 3) PHASE OR VOLTAGE MONITOR SHALL BE m BARNEY'S PUMPS, INC.PROVIDED IN CONTROL PANEL 4) AIL PANELS, WET WET, VALVE BOX, AND PO BOX 3529, LAKELAND FL 33802 ACCESS DOORS SHALL HAVE LOCKABLE MECHANISMS. CONTRACTOR TO PROVIDE KEYED LOCKS ul L.I$TE� PHONE: (863) 665-8500 FAX: (863) 666 3858 5) POST UNOBSTRUCTED SIGN MADE OF DURABLE L PROJECT WEATHER RESISTANT MATERIAL WITH THE FOLLOWING: ENCLOSED INDUSTRIAL. PUBLIC NOTICE IN CASE OF EMERGENCY CONTROL PANEL CONTACT: CUSTOMER I SALESPERSON 6) THE CONTROL PANEL SHALT. BE SURABLY ai TE INSTALLED TO PREVENT SETTUNG OR TIPPING. TITLE 7) FLOAT SWITCHES SHALL ss®Iueaura. ou rasur,•xarunerAOSHALLBE UL LISTED. PANEL MANUFACTURER REV e SHAFT SEAL FAIL DETECTION SHALL BE UL 506 GRINDER DUPLEX FIBERGLASS LIE! STATION —THREE PHASE I PRaEcr AND DATE DING. DRAWN Br-- O BIGDN23001 698A LISTED. 03/01/2024 I I R.R.B. DATE JULY 2024 ' DIUWING SCALE NTS DRAMm BY JO AWRDVEO BY JS CS6053 SHEET 20 OF 21 n PREVENTION PLAN UAR LCWASH-SFASIN PROJECTADDRESS: BID G RS ADDRESS: SEEL STHWY1 BIGOHMS CAR WASH -A DM810N OF THE SHADOAV COMPANY 9EBASTIAN, FLORIDA POBOX 2BT TOME GA 30102-023T DESCRIPTION OF PURPOSE AND TYPES OF SOIL OISTRRSw ACT^111ES PROPERTY AREA APPROXIMATELY: IiAS ACRES PROJECT AREA APPROXIMATELY: It 16 ACRES CONSTRUCTION PROPOSEOIMP ROVEMENTSTO UICWDE NEW CAR WASH BUILDING WITH SUPPORTING PARKING UTILITIES. LAND IYSTORM yWATER yyMANAGEMENT SYSTEM. DWE}7FJR/AI�IjIjUyU UPJE71A�IB��I IRIA�+yLO�IELUMG, MMNG LOT, AND CLEARING EXISTING VEGETATION NU WEIILANIJ IMPAi:1S' AM! NNUPU3ED FORTHE PROJECT CONSTRUCTIONRnALACMA WILLINCLUDE OEMUUTTON OF EXISTING BUILUI PARKING LOT PR ELOPM DEV ENTCURVE NUMBER (ONE; 91 E POST DEVELOPMENTCURVEIVUMBER (DIN): BB 1.F�IAILY IAFEII SILT FERVIDAND TREE S INLET PROTECTION AS SHOWN ON ME DEMOLITION PLAN. 21NSTALLSTABILIZED CONSTRUCTION ENTRANCE. S. COMPLETE SITE PREPARATION AND BULK EARTHWORK A. CONSTRUCT DRAINAGE AND UTILITIES PROVIDING SLABS FOR SOWING CONNECTIONS. 5. COMMENCE BUILDING CONSTRUCTION. B. CONSTRUCT DW VEWAYS AND PARKING LOTS TO 613E IN AREAS OUTSIDE OF TEMPORARY FACILITIES. T. AFTER BUILDINGAND DRIVEWAY CONSTRUCTION. REMOVE TEMPORARY FACILITIES, B. CONSTRVCTRORTHEMEST PARKING LOT AND ALL UNFINISHED AREASTQ SURFACE COURSE. 9. REPAIR ANY WASHED OUT AREAS. INSTALL PANTING MATERIAL AS SHOWN ON LANDSCAPE PLAN. SOD. SEED, AND MULCH DISTURBED AREAS AS INDICATED ON PLANS. 10. WHEN CONSTRUCTION A.CTIYIIY IS COMPLETE AND WE SUE STABILIZED, REMOVE EROSION PROTECTION DEVICES AND CONSTRUCTION ENTRANCE M REGUIRED. �I{(EIJ(([f('(f COV9jQ WILL DISCHARGE TO THE EXISTING STORMWATER MANAGEMENT FACILITY CONTROLS: LAN yyngUSjAAEMENT PRACTICES (BMPI) DURING AND AFTER CONSTRUCTION TO MINIM ZE EROSION ARID SEDIMENTATEGN AND TQ PROPERLY MANAGE RUNOFF FOR BOTH STORMNATER W TITY AND QUALITY. CONTRACTOR TO ADHERE TO PLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION EROSION AND SEDIMENTATION CONTROL MANUAL BEFORE SITE DISTURBANCE OCCURS. PERIMETER CONTROLS, AND DIVERSIONS MAST BE SET IN PLACE BY ME CONTRACTOR TO CONTROL RUNOFF AND CAP -RE SEDIMENTS. THE CONTRACTOR IS REQUIRED TO REVIEW THE SITE SPECIFIC EROSION CONTROL PLAN M SHOWN ON THE CONSTRUCTION DOCUMENTS. THE CONTRACTOR MAY ALSO BE REQUIRED TO MODIFY THE PLAN OR MATERIALS TO ADAPT TO SEASONAL VARIATIONS OR STTE CONOT IONS. CONTRACTOR WILL COMPLY WITH EROSION CONTROL PUN AND DETAILS. AM' MODIFICATIONS TO IRIS PLAN MUST BE SIGNED BY A PROFESSIONAL ENGINEER REPRESENTING THE CONTRACTOR. CONTRACTOR SHALL REMOVE ALL SEDIMENT THAT HAS MIGRATED OFFaM THE EROSION CONTROL DEVISES FOR THESE ACTIVITIES ARE SPECIFIED IN THE PLANS AND ACCORDING TO 'DESIGN STANDARDS FOR DESIGN, CONSTRUCTION. MAINTENANCE AND UTILITY OPERATIONS ON THE STATE HIGHWAY SYSTEM (CURRENT EDITION), SECTION 1W. THE CONTRACTOR T RESPONSIBLE FOR DETERMINING IF ADOTITONAL CONTROLS ARE NEEDED AND DEPLOYMENT SCHEDULES FOR THE IMPLEMENTATION OF ALL EROSION CONTROL DEVICES. SNTBAIfBIILFIryZ(II�OOKNy,P9R�AACC1TIIICjES, THELItONIHAR%1UHSE ENUDE ONLY AREAS WHERE IT IS EXPECTED TO BE GRADED OR ALTERED WITHIN ATWO (2) WEEK TIME. FRAME. FINAL GRADES SHALL BE PERFORMED AND TEMPORARY OR PERMANENT SOIL STABILIZATION SRULLL SE APPLIED AREAS WHERE CONSTRUCTION OPERATIONS WILL BE CONTINUOUS, FUGITIVE DUST SHALL BE MANAGED BY APPLYING A WATER SPRAY TO SATURATE THE SURFACE SOILS CONTINUOUSLY AND ADDITIONAL MEASURES MAY NEED TO BETAKEN CONTROL OFFSITE TRANSPORT OF UNACCCEEPrABLE LEVEELSOFDUST. UOSLEISNO DISTURBED PORTIONS OFTHE SITE WHERE CONSTRUCTION ACTIVITY TEMPORARILY CEASES FOR AT LEAST T DAYS WILLBE STABILIZED WITH TEMPORARY GRASS AND MULCH NO LATER THAN T DAYS FROM THE LAST CONSTRUCTION ACT WIRY. GRASS SEED SHALL BE &MIXTURE OF 20 PARTS OF BERMUDA SEED AND SO PARTS OF PENSACOLA BAHW THE SEPARATE TYPES OF SEED USED SHALLSE THOROUGHLY DRY MIXED IMMEDIATELY BEFORE SOWING. SEED WHICH HAS BECOME WET STALL NOT BE USED. THE MULCH MATERIAL USED SMALL NORMALLY BE DRY MULCH. DRY MULCH SHALL BE STRAW OR HAY, CONSISTING OF OAT, RYE OR MEAT STRAW. OR OF PANGOLA PEANUT. COASTAL BERMUDA OR SANIA GRASS HAY. ONLY UNDETERIORATED MULCH, WHICH CAN BE READILY CITT INTO THE SOB, SHALL BE USED. AREAS OF THE SITE, WMICIARE TO BE PAVED, WELL BE TEMPORARILY STABILIZED BY APPLYING ppSFFTAAqBBII�BLIITZ�pANNTIIONN ®ANC//JD BASE TREE BARRICADES WHERE REQUIRED. )71LSIUNNFIIWNT)RIIUNS TOMEM SITE WHERE CONSTRUCTION ACTIVITIES PERMANENTLY CEASES SHALL BE STABILIZED WITH 50D NO LATER THAN T UAYSAFMR THE LASTCONSTRUCTION ACTIVITY. SEDIMENTEASINS: IF ARPLICABLE. SEDIMENT BARINS TO SE CONSTRUCTED SY THE CONTRACTOR TOOE MN SEDIMENT -LADEN RUNOFF FROM DISTURBED AREAS LONG ENOUGH FOR MOST OF THE SEDIMENTTO SETTLE OUT. SEDIMENT BASINS SHOULD BE USED TOGETHER WITH EROSION CONTROL PRACTICES SUCH AS TEMPORARY SEEDING, MLILCHNG, DIVERSION BERMS, ETC., TO REDUCE THE AMOUNT SEDIMENT FLOWING INTO THE STORM SYSTEM. DEWATERING DEWATERING IS NOT PROPOSED WJTH THIS PROJECT. IF CONTRACTOR IS PLANNING TO DEWATER. THE CONTRACTOR MUST APPLY TO THE FLOPDA DEPARTMENT OF ENVIRONMENTAL PROTECTION AND ALL OTHER LOCAL GOVERNING AGENCIES. STRUCTIJRALPEU1C110E$, STNIED SILT FENCES: THEM MITT I N FMOESWRL SECONSTRUCTEDQRO OH ER STRIA TIC)N TSOR0.HESEOEEOON THE EROSION CONTROLS DEMOLITION PLANS T OR ON OTHER CONSTRUCTION PlMS. THESE DEVICES WILLSTOPAND OVERT RUNOFF FROM THE SITE TOOTHIER SURFACE WATERS. INLET PRO ION: INLETS AN N CATCH BASINS THAT DISCHARGE DIRECTLY OFF SITEION SKILL BE PROTECTED FROM SEDIME EN STORM RUNOFF UNTILTHE COMPLETION L TION OFAICONSTRUCTION OPERATIONS THAT SEDIMENT MAY CONTRIBUTE SEDIMENT TO THE INLET. OTHER CONTROISAVASTE DISPOSAL: OFFSUE VELA/ �] STABILIZED LA1NX O ENTRANCES SIBUL Be PROVIDED TO HELP REDUCE VEHICLE TRACKING OF SEDIMENTS, THE PAVED STREETS WILL BE CLEANED AS NEEDED TO REMOVE ANY EXCESS MUD, DIRT OR ROCK TRACKED FROM THE SITE. DUMP TRUCKS HAULING MATERIAL FROM OR TO THE SITE WILL BE COVERED WITH A TARP AT ALL TIMES. WASTE MATERIALS: ALL WASTE MATERIAL WILL BE COLLECTED AND STORED IN CUMP57ERS PER LOCAL SOLID WASTE REGULATIONS. ALL TRASH AND CONSTRUCTION DEBRIS FROM THE SITE WILL BE DEPOSITED IN THE DUMPSTER, THE DUMPSTER WILL BE DUMPED A MINIMUM OF TWICE WEEK OR MORE OFTEN IF NECESSARY, AND TI PING. NO CONSTRUCTION THE TEALS WILL BE HAULED N4WMA ALL ILL LOCATION OEM MATERIALS WILLBEBURIEDCESITAALL PERSONNELWILLBE INSTRUCTEDREGARDINGTNTCORRECTPROCEDURE FOR WASTE DISPOSAL. NOTICES STATING THESE PRACTICES WILL BE POSTED IN THE ON- SITE RESPONSIBLE AND THE CONSTRUCTER MANAGER PROCEDURES RESPONSIBLE FOR THE DAT-TO-0AY SITE OPERATIONS, WILL BE RESPONSIBLE FOR GEEING THAT THESE PROCEDURES ARE FOLLOWED. THE CONTRACTOR SHALL PROVIDE LITTER CONTROL AND COLLECTION WITHIN THE PROJECT BOUNDARIES DURING CONSTRUCTION ACTIVITIES. ANY CHEMICAL CONTAINERS SHALL BE DISPOSED OF BY THE CONTRACTOR ACCOROIIVG TD EPA'S STANDARD PRACTICES AS DETAILED BY THE MANUFACTURER NO SOLID MATERIALS INCLUDING BUILDING N CONSTRUCTION MATERIALS SWILL BE DISCHARGE TO ADACENT WATERWAYS OR WETLANDS OR BURIED ON SITE HAZARDOUS WATER: THE CONTRACTOR WILL IMMEDIATELY NOTIFYER ME PERMITTING AGENCY IN WRITING IF ANY HAZARDOUS WASTE MATERIAL M ENCOUNTERED DURING SITE INVESTIGATION AND CONSTRUCTION. THE CONTRACTOR WILL ALSO BE RESPONSIBLE FOR NOTIFYING THE DEPARTMENT OF ENVIRONMENTAL PROTECTION (MEPI WITHIN N HOURS OF DISCOVERY. IF ENCOUNTERED, HAZARDOUS WASTE MATERIALS WILL BE DISPOSED OF IN ME MANNER SPECIFIED BY IB LOLL, ATE AND FEDERAL TIONS, THE CONTRACTOR WILL BE RESPONSIBLE FOR SEEING THAT THESE PRACTICES FOLLOWED. ARE FOLLOWED.OWED. SANITARY WASTE: U A MINIMUM OF THREE TIMES PER WEEK BY ALL SANITARY WARTS WILL BECOLLEMENT CONTRA RT R IN CCO AN BNSEDSANITARY WASTE MANAGEMENT CONTRACTORINAS Y LOCAL FOOTSTANDARD SPEC. FOR ROAD AN BRIDGE CONSTRUCTION 2010 EDITION SECTIONTS. AND AR REQUIRED BY LOCAL REGULATIONS. TIMING OF CONTROL MEASURES AS INDICATED IN THE SEQUENCE OF MAJOR ACTIVITIES, STAKED SILT BARRIERS, EROSION CONTROL, AND STABILIZED CONSTRUCTION ENTRANCES CONSTRUCTED PRIOR TO GRUBBING OR GRADING OF ANY OTHER PORTIONS OF THE SITE. AREAS WHERE CONSTRUCTION ACTIVITY TEMPORARILY CEASES FOR MORE THAN T DAYS WILL BE STABILIZED WIMATEMPORMY GRASS AND MULCH WITHIN T DAYS OF THE LAST DISNRSANCE. MN WNSTRUCWDACTIVITYCEASESPERMANENTLYINTHATAREATHATAREAWILLSESTABILIZEDWITH PERMANENT SOD. AFTER THE ENTIRE SITE IS STABILIZED, THEACCUMULATED SEDIMENT WILL BE REMOVED FROM THE TRAPS AND THE STAKED SILT BARRIERS WILL BE REMOVED. MAINTENANCE INSPECTION PROCEDURES EROSION AND SEDIMENT CONTROL INSPECTION AND MAINTENANCE PRACTICES: THESE ARE THE INSPECTION AND MAINTENANCE PRACTICES THAT SHALL BE USED TO MAINTAIN EROSION AND SEDIMENTCONTROL LESS THAN ONE HALF OF THE SITE WILL BE DENUDED AT ONE TIME PRIOR TO ESTABLISHING EROSION CONTROL MANAGEMFMALL CONTROL MEASURES WILL BE INSPECTFU ONCE PER DAY AND FOLLOWING ANY STORM EVENTOFGSIMCHESGRGREATER6YACORRACTORSREPRE -ATWE. ALL MEASURES WILL BE MAINTAINED IN GOOD WORKING ORDER: IFA REPAIR IS NECESSARY, ITWILL SE INITIATED WUMN 2A HOURS OF REPORT. BUILT OP SEDIMENT WILL BE REMOVED FROM SILT FENCE WHEN RHAS REACHED ONETHIRD THE HEIGHT OF THE FENCE. SILT FENCE WILL BE INSPECTED REGULARLY FORDEPTH OF SEDIMENT, TEARS. TO SEE IF THE FAMED IS SECUEaELYATTACHED TO THE FENCE POSTS. AND TO SEE THAT THE FENCE POSTS ARE FIRMLY IN ME GROUND. IF APPLICABLE. THE SEDIMENT BASINS WILL BE INSPECTED FOR DEPTH OF SEDIMENT,AND BUILT UP SEDIMENT WILL BE REMOVED WHEN IT REACHES 10 PERCENT OFWE DESIGN CAPACITY OR AT THE END OF THE JOB. A MAINTENANCE INSPECTION REPORT SHALL BE MADE AFTER EACH INSPECTION BY THE CONTRACTORAND LL SHABE KEPT IN AN ACTIVE LOG RFADILYAVNLABLE AT THE JOB SITE CONSTRUCTION TRAILER THE SITE SUPERINTENDENT WILL SELECT INDIVIDUALS WHO WILL BE RESPONSIBLE FOR MAINTENANCE AND REPAIR ACTIVITIES. FILLING OUT THE INSPECTION AND MNNM VICE REPORT WILL BE BY THE CONTRACTOR. PERSONNEL SELECTED FOR MANTENANCE RESPONSIBIUTIES WILL RECEIVE TRAINING FROM ME SITE SUPERINTENDENT. THEY WILL BETRAINED IN ALL MAINTENANCE PRACTICES NECESSARY FOR KEEPING THE EROSION AND SMIMENTCOWMOLS USED ONSTIE IN GOOD WORKING ORDER STORM WATER MANAGEMENT ME STORMWATER SYSTEM CGNSMUET OF ONSMETREATMENT WITH NO OFFSITE DISCHARGE WETLAND MITIGATION: WETLAND MITIGATION IS NOT APPLICABLE FOR ME PROPOSED PROJECT, NON -STORM WATER DISCHARGES R IS EXPECTED THAT THE FOLLOWING TDNSTORM WATER DISCHARGES WILL OCCUR FROM THE SITE WRING THE CONSTRUCTION PERIOD: A. PAVEMENT WASH WATER MERE NO SPBLOR LEAKS OFMKICOR VEHICLE AND HAZARDOUS MAIMEA5 HAVE OCCURRED), ALL NONSTORM WATER DISCHARGES WILL BE DIRECTED TO THE SEDIMENT BASIN PRIORTO DISCHARGE M AS DIRECTED BYTHE ENGINEER. IF CONTAMINATED SOIL OR GROUNDWATER IS ENCOUNTERED, THE CONTRACTOR MUST NOTIFY THE OWNERARD ENGINEER MAINTENANCE AND INSPECTION: ALL OF THE CONTROLS SHALL BE MAINTAINEDATALL TIMES. ME CONTRACTOR SHALL BE RESPONSIBLE FORDAILY INSPECTION AND MAINTENANCE OF ALL EROSION CONTROL DEVICES THROUGHOUT THE CONSTRUCTION PHASE OF THE PROJECT. MAINTENANCE SHALL BE IN ACCORDANCE WITH LOCAL GOVERNMENT AGENCY TECHNICAL SPECIFlCATIONB AND THE PROJECT CONSTRUCTION CONTRACT. THE CONTRACTOR STALL BE RESPONSIBLE FOR COMPLETING TINE FDEP NPDES ISTORMWATER POLLUTION PREVENTION PLAN (SWPPP) CONSTRUCTION INSPECTION REPORT AFTER ANY 1121NCH RAINFALL OR WEEKLY IF NO MOCCURRED IN EVENT OCCRED IT EB THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN RAIN GAUGES ON THE PROJECT SITE AND RECORD WEEKLY RAIN FALL. CONTRACTOR SHAD, ALSO COMPLETE THE NPDES COMPLIANCE CHECKLIST FOR CONSTRUCTION SITES AST. MANAGEMENT SYSTEM MUST BE EVALUATED ON ITS ABILITY TO REDUCE BOTH ME HYDROLOGIC MOP OLLUTANT LOADING EFFECTS ASSOCIATED WITH ANY DEVELOPMENT OR REDEVELOPMENT PROJECT. THE GOAL OF GREEN INFRASTRUCTURE IS ASTORMWATER AND LAND USE MANAGEMT STRATEGY THAT STRIVES TO MIMIC PRELISTURBANDE HYDROLOGIC CHARACTERISTICS. REDUCING STORMWATM POLLUTANT LOAD ACCOMPLISHED LMGELY BY REDUCING THE VOLUME OF STORMWATER THAT IS DISCHARGED FROMA SUE. THEREFORE, EVALUATINGASTORMWATER MANAGEMENT 5YSTEM'S HYDROLOGIC BENEFITS REQUIRES M ASSESSMENT OFTHE CHANGE IN STORMWATER VOLUME BEFORE ANO AFTERA PROJECTIS COMPLETED. THE AMOUNT OF STGRMWATER VOLUME REDUCTION WILL DEFEND ON THE SHE'S SOIL TYPES, SEASONAL HIGH WATER TABLE CONOTOONS, AND THE NONSTRUCTURAL AND STRUCTURAL SNIPS USED AT THE SITE. STORMWATERTREATMENTAND MANAGEMENT SYSTEM MUST BE INSPECTED AND MAINTAINED ON A REG" BASIS AS SET FORTHA THE N To THE REGULAR I SPE II NIS REQUIRED EQ ASSURE THAT SYSTEMS COUNTY MAY FUNCTION AS PERMITTED.INADDIFES IO THE REGULARINSPECTIONSREQUIREDBYEACH BAP,THECOUNTYMAY REONTTTART A STEM ND S PROFESSIONAL IS REQUIRED W INSPECT TINE ENTERS PERMT N A D RECERTIFYING ATEYI TREATMENT SYSTEMATESUBMITMREPORT DESCRIBINGWEAS DESIGNTHENSPE4TONANDCORDINFYNG THAT THE SET FOR IN ABLESENT SYSTEM ISOPERATINGAS ALLAIEDMDPERMfTED ACCORDING To THE SCHEDULE INS FORM IN TABLE33.K.IFREUOR DEVIATION SHALL ALSO RESUBMITTED TO CAPE UCHIN WITHIN DAYS OF INSPECTION,H SYSTEM FROM THE PERMIT, THE RESULTS OF MAINTENANCE SHALL BEFILEDWITHTINECOUNTYVSINGMIOFFICIALFOULRELATINGETORM IN N ER ITT RTEWWCEINSPECTION CERTIFICATION' INSPECTION FREQUENCY CAN BE MODIFIED AS SET FORTH IN A PERMIT IF REQUIRED. SPILL PREVENTION: MATERIAL MANAGEMENT PRACTICES THE FOLLOWING ARE THE MATERIAL MANAGEMENT PRACTICES THAT WILL BE USED TO REDUCE THE RISK OF SPILLS OR OTHER ACCIDENTAL EXPOSURE OF MATERIALS AND SUBSTANCES TO STORM WATER RUNOFF. GOOD HOUSEKEEPING THE FOLLOWING GOOD HOUSEKEEPING PRACTICES SHALL BE FOLLOWED ON-S:TE DURING THE CONSTRUCTION PROJECT: AN EFFOR7SFIAi1 Be MADE TO STORE ONLY ENOUGH PRODUCTS REQUIRED TO DO THE JOB. ALL MATERIALS STORED ONSITE SHALL BE STORED IN A NEAT, ORDERLY MANNER IN THEN{ APPROPRIATE CONTAINERS AND, IF POSSIBLE, UNDER A ROOF OR OTHER CONTAINED ENCLOSURE PRODUCTS SHALL BE KEPT IN THEIR ORIGINAL MANUFACTURERS LABELED CONTAINERS. SUBSTANCES SHALL NOT BE MIXED WITH ONE ANOTHER UNLESS RECOMMENDED BY THE MANUFACPJRER WHENEVER POSSIBLE, ALL OF A PRODUCT SHALL BE USED UP BEFORE DISPOSING OF THE CONTAINER MANUFACTURERS RECOMMENDATIONS FOR PROPER USE AND DISPOSAL SHALL BE FOLLOWED. THE SITE SUPERINTENDENT SMALL INSPECT DAILY TO ENSURE PROPER USE AND DISPOSAL OF MATERIALS ON -SUE. THE CONTRACTOR MUST IDENTIFY A DESIGNATED FUEL TANK STORAGE AREA AWAY FROM DRAINAGE STRUCTURES, PONDS, SARINS, WATERWAYS. AND WETLANDS. W iTH SECONDARY CONTAINMENT (SPILL GOLLECTIONT PETROLEUM PRODUCTS ALL ON -BITE VEHICLES WILL BE MONITORED FOR LEWS AND RECEIVE REGULAR PREVENTIVE MAINTENANCE TO REDUCE THE CHANCE OF LEAKAGE PETROLEUM PRODUCTS WILL BE STORED IN TIGKTLY SEALED CONTAINERS, WHICH ARE CLEARLY LABELED. ANT ASPHALT SUBSTANCES USED ON -BITE WILL BE APPLIED ACCORDING TO THEWINUFACTUR S RECOMMENDATIONS. FERTILIZERS FERTILIZERS USED WILL Be APPLIED ONLY IN THE MINIMUM AMOUNTS RECOMMENDED BY THE MANUFACTURER. ONCE APPLIED. FERTILDER WILL BE WORKED INTO THE SOIL TO LIMIT RE EXPOSURE TO STORM WATER. STORAGE'MLL BE IN A SEAIABLE PLASTIC BIN TO AVOID SPILLS. REFERTO INOAN FINER COUNTY ANOCITY OF SEBASTIAN CODE OF ORDINANCES SECTION W 5 FORFIMHUZER REQUIREMENT. CQNCIRETETRULKS CONTRACTOR SHIN: DESIGNATE AN AREA AWAY FROM DRAINAGE STRUCTURES, PONDS, BASINS, WATERWAYS, AND WETLANDS FOR DISCHARGE OF SURPLUS CONCRETE OR DRUM WASH WATERAND SHALL INSTALL A CONTAINMENT BERM MOUND THIS AREA TO PREVENT RUNOFF TO THE REMAINDER OF THE SITE. HARD DEBRIS SHALL BE DISPOSED OF BY CONTRACTOR UPON COMPLETION OF THE PROJECT. CONTRACTOR TO PREPARE A DETAILED SITE PINT FORAPPRONAL FOR THE CONCRETE DISCHARGE AND WASH DOWN ACTIVTIES. SPILL CONTROL PRACTICES: IN ADDITION TO THE GOOD HOUSEKEEPING AND MATERIALS MANAGEMENT PRACTICES DISCUSSED IN THE PREVIOUS SECTIONS OF THIS PLAN, THE FOLLOWING PRACTICES WILL BE FOLLOWED FOR SPILL PREVENTION AND CLEANUP: MANUFACTURERS RECOMMENDED METHODS FOR SPILL CLEANUP WILL BE CLEARLY POSTED AND SITE PERSONNEL WILL SE WAGE AWARE OF THE PROCEDURES AND THE LOCATION OF ME INFORMATION CLEANUP SUPPLIES - 'ALL SPILLS WILL BE CLEPNE I UP IMMEDIATELY AFTER DISCOVERY. THE SPILL AREA WILL BE KEPT WELL VENTILATED AND PERSONNEL WILL WEAR APPROPRIATE PHRG'ECTWE CLOTHING TO PREVENT INJURY FROM CONTACT WITH A HAZARDOUS SUBSTANCE 'SPILLS OF TOXIC OR HAZARDOUS MATERIAL WILL BE REPORTED TO THE APPROPRIATE STATE OR LOCAL GOVERNMENT AGENCY. REGARDLESS OF ME SIZE. 'THE SPILL PREVENTION PLAN WILL BE PREPARED BY THE CMTRACTORAND KEPT IN THE CONSTRUCTION OFFICE TRAILER AND WILL INCWDE MEASURES TO PREVENT THIS TYPE OF SELLFROM REOCCURRING AND HOW TO CLEAN UPTHE SPILL IF THEREARE OTHERS. A DESCRIPTION OFTHE SPIL, WHAT CAUSED IT, AND THE CLEANUP MEASURES WILL ALSO BE INCLUDED. ALL SPILLS AND RESPONSES WILL BE REPORTED TO THE APPROPiIATEAGENCY. TIE CONTRACTOR WILL BE RESPONSIBLE FOR SPILL PREVENTION AND CLEANUP COORDINATION. HEMU. DESIGNATE OTHER SITE PERSONNEL WHO WILL RECEIVE SPILL PREVENTION AND CLEANUP TRAINING. THESE INDIVIDUALS WILL EACH BECOME RESPONSIBLE FOR A PARTICULAR PHASE OF PREVENTION AND CLEANUP. THE NAMES OF RESPONSIBLE SPILL PERSONNEL WILL BE POSTED IN THE MATERIAL STORAGE AREAMD IN THE OFFICE TRAILER ON SUE 'USE AND CHARACTERISTICS OF FUEL OR WE —STORAGE TANKON SITE SHALL COMPLY WITH ALL RELATED FEDERAL, STATE. AND LOCAL REGULATIONS. STORAGE TANKS MUST BE LOCATED AS FAR AS POSSIBLE FROM ANY DRAINAGE STRUCTURES, DITCHES. ANDIOR SURFACE WATERS. IN ADDUEON, THE CONTRACTOR MUST PROVIDE A SECONDARY CONTAINMENTWTIHA LINER CHEMICALLY RESISTMUTO THE FUEL OR CHEMICAL STORED ON SITE. THE SECONDARY CONTAINMENT MUST BE SIZED TO CONTAINMINIMUM CFONEAND ANNLFTMETHE TOTAL CAPACITY OFSTORAGE TANKBEING USED. CONTRACTOR HAS TO PROVIDE A DAILY INSPECTION LOG FOR THE SECONDARY CONTAINMENT WITH INDICATION OF DATE, INSPECTORS NAME NO NSPECTIOR REPORT. FURTHERMORE. ANY CCNTAMIHATION HAS TO BE IMMEDIATELY CONTAINED AND THE OWNERS, FNGLNEER OF RECORD AND PERMUTING AGENT INSPECTOR MUST BE NOTIFIED OF THE NATUREAND EXTENDOF THE CONTAMINATION. INVENTORY FOR POLLUTION PREVENTION PLAN: THE MATERIALSORSUB4TANLES LISTED BELOW ARE EXPECTED. BUT NOT LIMITED, TO BE PRESENT M-BITE DURING CONSTRUCTION: CONCRETE FERTILIZERS DETERGENTS PETROLEUM BASED PRODUCTSARD MELDS TAR CLEIWINGSOLVENTS SANO WOOD STONE POLI LU M PA —RAN PLAIN! CENTIFICATION' I CERTIFY UNDER PENALTY OF LAW THAT THIS DOCUMENT AND ALL ATTACHMENTS HAVE BEEN READ BY ME OR MY DESIGNATED REPRESENTATIVE MO UNDERSTAND THAT THIS SYSTEM HAS BEEN PREPARED TO ASSURE THAT QUALIFIED PERSONNEL PROPERLY GATHER AND EVALUATE THE NFORMATION SUBMITTED. BASED ON MY INQUIRY OF THE PERSONS WHO MANAGE THE SYSTEM. OR THOSE PERSONS DIRECTLY RESPONSIBLE FOR GATHERING THE INFORMATION SUBMITTED IS, TO THE BEST OF MY KNOWLEDGE AND BELIEF, TRUE, ACCURATE AND COMPETE.I AM AWARE TWIT THERE ARE SIGNIFICANT PENALTIES FORSUI3MTITING FALSE INFOPMATIN. INCLUDING THE POSSIBELITY OF FINE AND IMPRISONMENT FOR KNOWING VIOLATIONS OWNER BIG OAN'SCAR WI:YH. A 0N1601f OF THE 61Au0AY COMPANY AUTHORIZEO AGENT: SIGNATURE: ADDRESS: AO %2BA R " M901A2-023T DATE: CONTRACTORS AND ENGINEER'S CERTIFICATION: I CERTIFY UNDER PENALTY OF LAW THAT I UNDERSTAND THEMIEMS AND CONDITIONS OF THE GENERAL NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM(NMES) PERMT ATAIRHORUES THE STORM WATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY FROMME CONSTRUCTION SITE IDENTIFIED AS PARTOF THIS CERTIFICATION. I UNDERSTAND, AND SHALL COMPLY WITH THE TERMS AND CONDITIONS OF THE STATE OF FLORIDA 'GENERIC PERMIT FOR STORMWATER DISCHARGE FROM LARGE AND SMALL CONSTRUCTION ACTIVITIES' (CGP), AND THIS STORMWATER POLLUTION PREVENTION PLAN PREPARED FOR CITY OF CLEARWATER EMERGENCY OPERATIONS CENTER. CONTRACTOR: AUTHORIZED AGENT TITLE: SIGNATURE ADDRESS: P: E. DATE: CERTIFlEDENGINEER: ftWHERIDAN FL. REGISTRATION NO: 0 COMPANY: PPFFNNONI AS+Y��i/` ADDRESS ()55 RIO W31g1.IR1�} C11�DAAµY!'�TEERR DA"M T: 'T2� V F: DATE NPOES NOTIFICATION INATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEMI: ATTENTION: FAILURE TO MAINTAIN EROSION KRONOR SEDIMENTATION CONTROLS OR ANY ILLICIT DISCHARGE RESULTING FROM THEIR FAILURE WILL LIKELY RESULT IN FINE CITATIONS. CODE REGULATIONS AUTHORIZES PENALTIES OF UP TO $10,000 FOR EACH OFFENSE. ALL MTIES MUST CONFORM WITH FDEP NOTICE OF INTENT TO USE GENERIC PERMIT FOR STORMWATER DISCHARGE FROM LARGE AND SMALL CONSTRUCTION ACTIVITIES. POLLUTION PREVENTION FROM THE PROPOSED CONSTRUCTION ACTIVITIES WILL BE IMPLEMENTED IN ACCORDANCE WITH SWFWMD BASIS OF REVIEW SUBSECTION 2.0.4. KEYFROVISIONS: 1. IMPLEMENTATION OF THIS STORNWATER POLLUTION PREVENTION PLAN (SWPPP). 2. CONDUCTING AND DOCUMENTING ROUTINE INSPECTIONS AS REQUIRED. S. RETENTION OF RECORDS REQUIRED BY ME PERMIT. INCLUDING RETENTION OF A COPY OFTHE SWPPP AT THE CONSTRUCTION SITE, FROM THE DATE OF PROJECT INITIATION TO THE DATE OF FINAL SITE STABILIZATION. NOTICE OF INTENT (NOI): A'NOTCE OF INTENT TO USE GENERIC PERMIT FOR STORMWATEq DISCHARGE FROM LARGE AND SMALL CONSTRUCTION ACTNIT',ES- (NOI) IS REQUIRED FOR THIS SITE SINCE THE PROJECT AREA IS GREATER THAN ONE ACRE IN SIZE z � z C O C G U O U 3 2F ILL p W W F 7 STATE OF N2VI I W z�a W m at0: Q � O BIGON23001 DATE JULY 2024 OFATANGSCME TUTS DRAWN BY JO APPRWEOBY JS CS9501 SHEET 21 OF 21 3