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Home My WebLink AboutHutchinson Island Water Treatment 02-0681 br yi t 1. rvlxq;11111� lip d M IL BID No. 3550 =r. Board of Commisioners u Cliff Barnes John D. Bruhn Doug Coward Frannie Hutchinson Paula A. Lewis Utilit,r_ ervices Director William R. Blazak COVER01.dwg l DATE I BY /1 • COPY MAY 2 i 2002 �-' �-, 0 Us GENERAL NOTES: 1. PROPOSED IMPROVEMENTS ARE TO BE LOCATED AS INDICATED ON THE PLAN SHEETS. 2. PROPOSED PIPELINES SHALL BE POSITIONED AS SHOWN ON THE PLANS. UNDERGROUND PIPING SHALL HAVE A MINIMUM COVER OF 36" UNLESS OTHERWISE SHOWN. 3. ANY ADDITIONAL PIPING AND/OR APPURTENANCES OTHER THAN THOSE SPECIFIED WITHIN THE PLANS AND SPECIFICATIONS NECESSARY TO PERFORM THE INTENDED WORK SHALL BE SUPPLIED BY THE CONTRACTOR AND MUST BE APPROVED BY THE ENGINEER PRIOR TO INSTALLATION. IT IS THE CONTRACTORS RESPONSIBILITY TO BRING SUCH ITEMS TO THE ATTENTION OF THE ENGINEER IN A TIMELY MANNER. 4. ANY PROPOSED WORK REQUIRING FIELD DETERMINED LOCATIONS AND/OR ADJUSTMENTS MUST BE APPROVED BY THE ENGINEER PRIOR TO INSTALLATION. IT IS THE CONTRACTORS RESPONSIBILITY TO BRING SUCH ITEMS TO THE ATTENTION OF THE ENGINEER IN A TIMELY MANNER. 5. THE DEPICTED LOCATION OF EXISTING UTILITIES/FACILITIES IS BASED ON THE BEST AVAILABLE INFORMATION. THE CONTRACTOR IS TO INVESTIGATE/VERIFY THE HORIZONTAL AND VERTICAL LOCATIONS OF ALL EXISTING UTILITIES PRIOR TO INITIATING CONSTRUCTION. 6. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR REPAIR/REPLACEMENT OF ANY EXISTING UTILITIES/FACILITIES WHICH ARE DAMAGED DURING THE PROPOSED CONSTRUCTION AND SHALL HOLD AND SAVE THE OWNER AND ENGINEER HARMLESS FROM ANY/ALL CLAIMS. 7. PRESSURE TESTING AND DISINFECTION WHEN APPLICABLE, SHALL BE IN ACCORDANCE WITH THE SPECIFICATIONS. 8. ALL WORK WITHIN THE PROJECT SCOPE SHALL BE COORDINATED WITH THE OWNER AND ENGINEER. 9. THE CONTRACTOR SHALL REPAIR OR REPLACE AND RETURN TO EQUAL OR BETTER CONDITION ALL PAVEMENT, SIDEWALK, LAWNS, FENCES, SHRUBS, TREES, UTILITIES AND OTHER ITEMS AFFECTED BY THIS CONSTRUCTION ACTIVITY. 10. ALL UTILITIES WHICH CONFLICT WITH PROPOSED IMPROVEMENTS SHALL BE ADJUSTED BY THE CONTRACTOR AND SHALL BE INCLUDED IN THE AMOUNT BID. NO ADDITIONAL COMPENSATION OF MONEY OR TIME WILL BE ALLOWED FOR ADJUSTMENT OF UTILITIES. RELOCATION IS TO BE PER THE APPROPRIATE UTILITY COMPANY'S STANDARDS AND FINAL APPROVAL. 11. STORM AND SANITARY SEWERS CROSSING UNDER WATER MAINS SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE OF 18" BETWEEN THE INVERT OF THE UPPER PIPE AND THE CROWN OF THE LOWER PIPE. WHERE THIS MINIMUM SEPARATION CANNOT BE MAINTAINED, THE CROSSING SHALL BE ARRANGED SO THAT THE SEWER PIPE JOINTS AND WATER MAIN JOINTS ARE EQUIDISTANT FROM THE POINT OF CROSSING WITH NO LESS THAN TEN (10) FEET BETWEEN ANY TWO JOINTS AND BOTH PIPES SHALL BE D.I.P. WHERE THERE IS NO ALTERNATIVE TO SEWER PIPES CROSSING OVER A WATER MAIN, THE CRITERIA FOR MINIMUM SEPARATION BETWEEN LINES AND JOINTS IN THE ABOVE SHALL BE REQUIRED AND BOTH PIPES SHALL BE D.I.P. IRRESPECTIVE OF SEPARATION. D.I.P. IS NOT REQUIRED FOR STORM SEWERS. 12. WATER MAIN CROSSING FORCE MAIN SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE OF 18" BETWEEN THE OUTSIDE OF THE FORCE MAIN AND THE OUTSIDE OF THE WATER MAIN WITH THE WATER MAIN CROSSING OVER THE FORCE MAIN WHENEVER POSSIBLE. 13. AS A MINIMUM THE CONTRACTOR IS TO MAINTAIN TEN (10) FEET HORIZONTAL DISTANCE BETWEEN WATER MAINS AND STORM OR SANITARY SEWER MAINS. CTOR'8 NOTES: 1. ALL FUNCTIONS OF THE 'EXISTING WASTEWATER TREATMENT FACILITY MUST REMAIN IN SERVICE AT ALL TIMES. TEMPORARY PIPING, BY—PASSES OR ELECTRICAL SERVICES MAY BE REQUIRED. NO ADDITIONAL COMPENSATION ILL BE ALLOWED FOR TEMPORARY FACILITIES CONSIDERED BY THE ENGINEER, TO BE NORMAL TO THE CONSTRUCTION PROCESS. 2. THE CONTRACTOR MUST 'SUBMIT TO THE ENGINEER A DETAILED CONSTRUCTION SCHEDULE. THE CONSTRUCTION SCHEDULE IS TO INCLUDE A STEP 13Y STEP CONSTRUCTION SEQUENCE FOR ALL FACETS OF THE PROJECT INCLUDING THOSE WHICH ENTAIL CONNECTION TO OR MODIFICATION OF EXISTING FACILITIES. 3. THE ENGINEER SHALL CONDUCT A WEEKLY "CONSTRUCTION PROGRESS" MEETING WHICH WILL BE HELD AT THE CONSTRUCTIONi SITE. THE CONTRACTOR'S FOREMAN OR LEAD SITE REPRESENTATIVE IS REQUIRED TO ATTEND THIS MEETING. THE TIME AND DAY FOR THE MEETING IS TO BE MUTUALLY AGREED UPON BY THE ENGINEER AND CONTRACTOR. 4. IN THE EVENT OF DISCREPANCIES BETWEEN THE PLANS AND SPECIFICATIONS THE ENGINEER WILL MAKE THE FINAL JUDGMENT OASED ON HIS INTENT FOR THIS PROJECT. 5. EXCAVATION AND BACKFILLING AT STRUCTURES AND SLABS ON GRADE: a. EXCAVATION: THE EXCAVATION IS TO EXTEND TO THE FIRM SUBGRADE BENEATH THE PROPOSED STRUCTURE. THE LATERAL LIMITS OF THE BOTTOM OF THE EXCAVATION ARE TO BE 5—FOOT BEYOND THE LIMITS OF THE STRUCTURE IN ALL DIR 'CTIONS, INCLUDING ALL FOUNDATIONS, COLUMN SUPPORTS AND GRADE SLABS. b. BACKFILLING: BACKFILLING SHOULD COMM CE AS SOON AS FEASIBLE AFTER THE EXCAVATION IS COMPLETE. THE EXCAVATION IS TO BE DEWA ERED PRIOR TO PLACING AND COMPACTING THE BACKFILL. THE BACKFILL MATERIAL IS TO BE SUITABLE CLEAN GRANULAR MATERIAL.. BACKFILL IS TO BE SPREAD IN UNIFORM LIFTS, NOT TO EXCEED ONE FOOT IN DEPTH. LIFTS ARE TO BE COMPACTED TO 98% MAX.. DRY DENSITY IN ACCORDANCE WITH A.A.S.H.T.O. T-180. 6. THE AIR QUALITY CONTROL SYSTEM IS A BIOFIL.TER SYSTEM DESIGNED FOR THE ELIMINATION OF ODOROUS VAPORS EMANATING FROM HYDROGEN SULFIDE AND AMMONIA. THE SYSTEM IS COMPRISED OF AN AIR HANDLER, BIOFILI!ERS, ELECTRICAL CONTROL PANEL, CONCRETE SUPPORT FOUNDATIONS/SLABS, AIR DUCT WORK FROM THREE INDIVIDUAL COMPONENTS AND OTHER MISC. EQUIPMENT. THE SYSTEM IS TO PROVIDE AN ODORLESS EXHAUST GAS WHILE PROVIDING A NEGATIVE PRESSURE AND A MINIMUM OF SIX AIR CHANGES PER HOUR IN EACH OF THE THREE COMPONENTS. THE THREE COMPONENTS ARE THE INFLUENT SCREEN (288 cu.ft.), THE MASTER LIFT STATION (1300 cu.ft) AND AEROBIC DIGESTERS No. 1 AND No. 2. THE DEMAND AT THE AEROBIC DIGESTERS IS 9900 cu.ft. OF HEAD SPACEI VOLUME PLUS 300 cfm OF AIR BEING FED TO THE DIGESTERS. THE AIR QUALITY CONTROL SYSTEM IS TO TREAT THE VOLUMES LISTED ABOVE BASED ON A CONCENTRATION OF 100 ppm HYDROGEN SULFIDE AT THE MASTER LIFT STATION AND THE FIXED SCREEN AND APPRPX. 900 ppm AMMONIA AT THE DIGESTERS. THE AIR QUALITY CONTROL SYSTEM SUPPLIER IS RESPONSIBLE FOR SIZING THE AIR HANDLER, BIOFILTERS AND DUCT WORK NECESSARY FOR HIS SYSTEM, PLUS GUARANTEE THAT THE SYSTEM WILL ELIMINATE THE ODOR. THE AIR QUALITY CONTROL SYSTEM SUPPLIER IS ALSO RESPONSIBLE FOR CONFIRMING THE CONCENTRATION OF HYDROGEN SULFIDE AND AMMONIA PRIOR TO DESIGNING AND GUARANTEEING THE SYSTEM. IN ORDER TO QUALIFY AS AN AIR QUALITY CONTROL SYSTEM SUPPLIER, THE MANUFACTURER MUST HAVE A MINIMUM OF THREE DOMESTI� WASTEWATER WATER INSTALLATIONS IN THE STATE OF FLORIDA. SUPPLIERS DEEMED TO BE OF EQUAL QUALITY ARE:: (1) BIOREM TECHNOLOGIES, GUELPH, ONTARIO; AND (2) BIOCUBE, INC., VICTOR, N.Y.THE CONTRACTOR IS TO INCLUDE IN HIS BID PRICE ALL OF THE COSTS ASSOCIATED WITH THE ELECTRICAL SERVICE REQUIRED FOR THE AIR QUALITY CONTROL SYSTEM HE CHOSES. 7. CONTRACTOR IS TO PRO CONTROL ROOM IN THE ST01 CONTROLLED BY THERMOSTAI VERIFY SCALE BAR IS EQUAL TO ONE INCH ON ORIGINAL DRAWING 0 � 1 ADJUST ALL SCALED DIMENSIONS ACCORDINGLY 3550 =1 1IDE A COMPLETE 1.5 TON HEAT PUMP SYSTEM TO COOL THE ;AGE & CONTROL BUILDING. UNIT TO BE 240V-1-60 SYSTEM IN THE CONTROL ROOM. F CONSULTING CIVIL ENGINEERS, SURVEYORS & MAPPERS Partners For Results, ■ INC. Value By Design" Corporate Parkway, Palm City, Florida 34990 il) 286-3883 Fox: (561) 286-3925 FBPE License No: 959 www.lbfh.com INDEX OF SHEETS: SHEET NO. DESCRIPTION OF SHEET GENERAL SHEETS G-1 COVER SHEET G-2 GENERAL NOTES/CONTRACTOR NOTES/INDEX OF SHEETS G-3 TREATMENT PROCESS SCHEMATIC G-4 MAJOR WORK ELEMENTS M-1 HEADWORKS: INFLUENT SCREEN PLAN & SECTIONS M-2 HEADWORKS: SUPPORT STRUCTURE PLAN & SECTIONS M-3 HEADWORKS: INFLUENT SCREEN DETAILS AND SOLIDS DISCH. CHUTE M-4 HEADWORKS: HANDRAIL AND MISC. DETAILS M-5 HEADWORKS: STAIR AND MISC. DETAILS M-6 EXIST. RECLAIMED WATER PUMPING PLAN & SECTION M-7 NEW RECLAIMED WATER PUMPING: PLAN & SECTION M-8 NEW FILL AND BYPASS PIPING M-9 RECLAIMED FILL AND BYPASS PIPING DETAILS M-10 NEW AIR QUALITY CONTROL SYSTEM: PLAN & SECTION M-11 NEW AIR QUALITY CONTROL SYSTEM: SECTIONS A —A THRU D—D M-12 FOUNDATION PLAN M-13 NEW DIGESTER COVERS: PLAN & DETAILS M-14 MISC. DETAILS ARCHITECTURAL SHEETS A-1 STORAGE AND CONTROL BUILDING: A-2 STORAGE AND CONTROL BUILDING: A-3 STORAGE AND CONTROL BUILDING: A-4 STORAGE AND CONTROL BUILDING: A-5 STORAGE AND CONTROL BUILDING: ELECTRICAL SHEETS E-1 ELECTRICAL SITE PLAN E-2 ELECTRICAL DIAGRAMS E-3 ELECTRICAL RCP SCHEMATICS E-4 ELECTRICAL REUSE PANEL DETAILS LANDSCAPING LS-1 LANDSCAPE PLAN LS-2 LANDSCAPE SPECS. & DETAILS LEGEND SITE PLAN FLOOR PLAN & DETAILS BUILDING ELEVATIONS DETAILS LIGHTING PLAN AND DETAILS P.E. PLAIN END FLG. FLANGED DIP DUCT IRON PIPE — — — — — — — EDGE OF PAVING TOP OF BANK -- PROPERTY LINE z CHAIN LINK FENCE ® NEW PIPE EXISTING PIPE EXISTING VALVE NEW GATE VALVE NEW CHECK VALVE — IIINT-411 NEW PUMP CONTROL VALVE M NEW BUTTERFLY VALVE NORTH HUTCHINSON ISLAND WASTEWATER TREATMENT FACILITY MODIFICATIONS GENERAL NOTES, CONTRACTOR NOTES AND INDEX OF SHEETS 2001 LBFH Inc. LBFH PROJECT No. 00-0214 SHEET G-2 Dtl—G2.dwg MASTER LIFT STATION HEADWORKS 1.5 MGD FIXED SCREEN DUMPSTER M 1 R,IS VERIFY SCALE BAR IS EQUAL TO ONE INCH ON ORIGINAL DRAWING 0 ®i 1 ADJUST ALL SCALED DIMENSIONS ACCORDINGLY AERATION TANK No. 1 i AERATION TANK No. 3 cn Q CLARIFIER No. 1 CLARIFIER No. 2 CLARIFIER No. 3 AEROBIC DIGESTER No.1 AEROBIC DIGESTER No.2 COMMERCIAL HAULER CONSULTING CIVIL ENGINEERS, SURVEYORS & MAPPERS "Partners For Results, INC. Value By Design" 3550 S.W. Corporate Parkway, Palm City, Florida 34990 (561) 286-3883 Fax: (561) 286-3925 BRR & FBPE License No: 959 www.ibfh.com FILTER No.1 FILTER No.2 FILTER No.3 CLEARWELL (i— CHLORINE CONTACT CHAMBER NORTH HUTCHINSON ISLAND WASTEWATER TREATMENT FACILITY MODIFICATIONS TREATMENT PROCESS SCHEMATIC RECLAIMED WATER PUMPS 1.5 MG RECLAIMED WATER STORAGE 1 RECLAIMED WATER SYSTEM 0.5 MG REJECT WATER STORAGE 2001 LBFH Inc. LBFH PROJECT No: 00-0214 SHEET G-3 Dtl—G3.dwg REUSE V1 == - \\\\\ CONTRACTOR'S NOTES: ---- -,--------- \ —,,— \ THIS SHEET HAS BEEN PROVIDED TO SHOW THE _ _ _ MAJOR WORK ELEMENTS INVOLVED IN THIS PROJECT. ------- _�� \ �\��\\ `\ THE WORK ELEMENTS ARE SHOWN AS THE CONTRACTOR SHALL BE RESPONSIBLEFOR COORDINATING AND COMPLETING ALL WORK ELEMENTS. 10 0 io 20 \ NEW CBS STORAGE AND CONTROL BLDG. \, INCLUDING INGRESS AND EGRESS ROADWAY AND PARTIAL FILLING OF THE \ \ \ \ I\ SCALE: 1" =20' \ EXISTING POND. SEE SHTS. A-1 TO A-5 CLARIFIERS `\ `° ` \\ �/ \\ \` O MINOR MODIFICATIONS TO THE EXIST. \ \ \ \ OPERATIONS BLDG. INCLUDE THE o ro AIR \ °, \ i \ \ INSTALLATION OF A MINIMALLY EQUIPPED _ HEADWORKS / QUALITY LABORATORY. THIS WORK IS TO BE DONE --__ PIPING 6 ° \ \`�1` \ `oo `o\ BY OTHERS. INSTALLATION OF NEW CHLORINE O o , ON EXISTING DIGESTER ® _ ° CON A T CT \ o \ SEE SHT. M-13. QUALITY EQUIPMENT EXISTING EXISTING VERIFY SCALE BAR IS EQUAL TO ONE INCH ON ORIGINAL DRAWING 01 ADJUST ALL SCALED DIMENSIONS ACCORDINGLY FLAT FRP COVERS NO.1 & NO.2. � \ \ FILTERS —�\ CHAMBER \ \ \ O NEW HEADWORK FACILITY INCLUDING A \ NEW SCREENING DEVICE, ALUMINUM SUPPORT STRUCTURE, CONCRETE SLAB, ® \ -cr\ , , INFLUENT AND EFFLUENT PIPING / \ \ MODIFICATIONS, SOLIDS DISCHARGE CHUTE AND DUMPSTER. SEE SHTS. M-1 THRU M-5. VV1� 1 1\VL.. w w w wa CONSULTING CIVIL ENGINEERS, SURVEYORS & MAPPERS Partners For Results, INC. ValuR By Design" 35501 S.W. Corporate Parkway, Palm City, Florida 34990 (561) 286-3883 Fax: (561) 286-3925 BPk & FBPE License No: 959 www.lbfh.com 0 w1� \ MASTER LIFT /� MODIFICATIONS TO THE EXISTING RE —USE \\ STATION \\ WATER PUMPING FACILITY INCLUDING \ \ REPLACING THE TWO EXISTING FIXED \ \ \ SPEED HORIZ. SPLIT CASE PUMPS WITH `\ `\ TWO NEW VERTICAL TURBINE PUMPS \ \ \\ \\ CONTROLLED BY VFD'S, PLUS \ MODIFICATIONS TO THE RE —USE STORAGE `o `\ TANK FILL AND BY—PASS LINES, THE \ \ \ un \ ERECTION OF A FIBERGLASS BLDG. TO \ ° :,A ° HOUSE THE NEW ELECTRICAL CONTROLS \ `\ Tk `\ AND MODIFICATIONS TO THE PUMP \ \ DISCHARGE PIPING. SEE SHTS. M-6 THRU M-9, AND E1 THRU E4. \ \ \ 0 \ NEW AIR QUALITY CONTROL FACILITIES 7 6 INCLUDING THE INSTALLATION OF A NEW \ ® \ BIO—FILTRATION SYSTEM WITH CONTROLS, AND THE DUCT WORK CONSISTING OF PAINTED 6" SCHEDULE 80 PVC WITH AN AIR CONTROL BUTTERFLY VALVE AT EACH \ COMPONENT, TO EXTRACT VAPORS FROM THE INFLUENT SCREENING DEVICE, DIGESTERS NO.1 & NO.2 AND THE MASTER LIFT STATION. SEE SHTS. M-10, M-11, AND M-12. `A \ `\\ °\ 7 PLANT LIFT STATION o \ \ M-7 AND M-14. NO. 1. SEE SHT. � THE ENTIRE AREA (OTHER THAN SLABS \ \ \\ \ AND PAVING) ON THE NORTH SIDE OF r \ THE PLANT BETWEEN THE EXISTING STRUCTURE AND THE WETLANDS \ \ \ \\ \ CHAIN —LINK FENCE IS TO RECEIVE A \ \ \\ \\ 4-INCH THICK COVER OF 5-7 o ° NORTH HUTCHINSON ISLAND WASTEWATER TREATMENT FACILITY MODIFICATIONS MAJOR WORK ELEMENTS 2001 LBFH Inc. LBFH PROJECT No: 00-0214 SHEET G-4 PLN—G4.dwg L- -x_ 1.5 MGD INFLUENT FIXED SCREEN (SEE SHEET M-3) PIVOTING SCREEN P HEADBOX DRAIN 3" NPT PIPE PLUG REAR OF UNIT TOP OF WALLT DOOR ENCLOSURES NOT SHOWN FOR CLARITY EXISTING HANDRAIL _"- NOT SHOWN FOR CLARITY I /CLARIFIER 1 �I SOLIDS DISCHARGE CHUTE, SEE SUPPORT SHT. M-3 I NFLUENT 1I COLUMN I CU (TYP) I " DUMPSTER SEE SHT. M-5 --------------- IV -PROPOSED CONCRETE SLAB 12" THICK, SEE SHT. M-3 SECTION A-- A SCALE: 1/4" = 1' EXISTING HANDRAIL NOT SHOWN FOR CLARITY FIXED SCREEN FMGD INFLUENT F10"-22 1 /2' FLG. BEND IX SUPPORT STRUCTURE -- 2" PVC FROM PLANT LIFT STATION (SEE SHEET M-2) 0 No. 1. TTACH TO w/OFFSET PPE CLAMPS T. INFLUENT SUPPORT COLUMN i 10"— 90- FLG, BEND ROTATED (TYP)-- AT 22 1/2' ABOVE HORIZ. �uon 12" FLG. © LEXIST: 5' BEND - AERATION TANK EXIST. CLARIFIER SOLIDS OFFSET DISCH. PIPE CHUTE CLAMPS (TYP) EXIST. 10"' INFLUENT DUMPSTER / DUMPSTER I INFLUENT ✓ SAMPLER ROPOSED CONCRETE L-- — _ � FROM PLANT SLAB 12" THICK LIFT STATION No. 1 SECTION B D SCALE: 1 /4" = 1' DATE BY ""® REVISIONS VERIFY SCALE BAR IS EQUAL TO ONE INCH ON ORIGINAL DRAWING 0 1 ADJUST ALL SCALED DIMENSIONS ACCORDINGLY LJ HANDRAIL AROUND EXISTING 10" INFLUENT PERIMETER OF (FLG. b!) TO REMAIN AND GRAVING BECOME PART OF THE INFLUENT PIPE TO THE NEW INFLUENT SCREEN. I \ ' 2" PVC FROM PLANT LIFT ....... STATION No. 1. ATTACH TO EXIST. INFLUENT s I w/OFFSET PIPE CLAMPS OFFSET PIPE CLAMPS (TYP) ! INFLUENT I I 12" D.I.P. EFFLU I i SAMPLER I I W/11BEND "AT THEEND III I I BELOW WATER. PIEC I BOLT ON 10" FLG 0 - TRANSITION FRO —' EXIST. TO NEW 10"- 90' BEND ROTATED 22 1/ AERATION ABOVE H RZ, TANK A ING INFLUENT BOX W/BAR EN TO'BE REMOVED. ENT BOX IS BOLTED TO ING GRATING. EXISTING NG TO REMAIN. ALL HOLES UGH EXISTING GRATING ARE TO E E COVERED WITH }" SOLID ALUN INUM PLATE AND BOLTED TO EXIS ING GRATING. 10' D.I.P. INFLUENT---j 10"-22 1 /2' Fl_G. BEND i 10" D.I.P. SPOOL I I I TAP INFLUENT SCREEN PIPE L I CONSULTING CIVIL_ ENGINEERS, - SURVEYORS & MAPPERS G "Partners For Results, U INC. Value By Design" 355. S.W. Corporate Parkway, Palm City, Florida 34990 (561) 286-3883 Fax: (561) 286-3925 B R & FBPE License No: 959 www.lbfh.com 13'-6" NEW INFLUENT I EXISTING LIGHT ,.1 TO REMAIN SCREEN __X PROPOSED CONCRETE SLAB 12" THICK — aa----7--� Q V a ALUMINUM SUPPORT STRUCTURE FOR NEW INFLUENT SCREEN SEE SHT. M-2 & M-4 FOR DETAILS AIR QUALITY PIPING DOWN —BELOW THE GRATING, THEN ROUTED ALONG THE NORTH AND EAST SIDE OF THE EXIST. CLARIFIER. AIR PIPING SUPPORT AS PER 1—PIPE DETAIL ON SHT. M-9 i 6" WAFER TYPE BUTTERFLY VALVE / W/MULTIPLE POSITIONING HANDLE FOR AIR �—n. ""` M ✓ CONTROL. LOCATE AS CLOSE TO EDGE OF -- SUPPORT STRUCTURE AS POSSIBLE. 6 " PVC TO AIR QUALITY EXIST. 3 WALKWAY - - -- 70LIDS EMOVE EXISTING HANDDRAIL _ I .EXIST. COMIC. W LL `\ III A CLARIFIER x DISCHARGE CHUTE THROUGH GRATING TO DUMPSTER CREEN! PLAN VIEW SCALE: 1 /2" = 1' NORTH HUTCHINSON ISLAND WASTEWATER TREATMENT FACILITY MODIFICATIONS HEADWORKS: INF UENT SCREEN LAN AND SECTIONS (C) 2001 LBFH Inc LBFH PROJECT No: 00 0214 SHtEt. _ lv� PGNMai •dyy�� TOP OF NEW GRATING TO BE FLUSH WITH TOP OF EXIST. STRUCTURE — SEE DETAIL 2 O SEE DETAIL 2 �— 5" X 5" X J" ALUM L 4—j"O ALUM. BOLTS TYP. BRACE CONN. DETAIL 4 14'-6" ALUMINUM HANDRAIL W/ KICK PLATE. SEE SHT. M4 & 5 * GRATING NOT SHOWN FOR CLARITY DETAIL 2 /— 4—j"O ALUM. BOLTS }" ALUM. (6061—T6) PLATE r0_�, \,,, ,/ I JL_.lAL SCREEN AND DISCHARGE CHUTE TYP. CONNECTION NOT SHOWN FOR CLARITY DETAIL 2 TABLE OF ALUM. BEAMS (6061-T6 EXTRUDED ALUM. ASSOC. 4" X 4"Z BRACE (TYP.) +I Ll 18 X 7.02 (I -BEAM) 18 X 7.02 (I -BEAM) O O C56 X 4.03 (CHANNEL) NEW 12" WALLS TOTSOUTHH AND WEK CONC. B TBUTTS EXISTING I I I B SEE DETAIL ON SHT_. #5 @ 12" EW (TYP.) SECTION A -A SCALE: 3/8" = V-0" SECTION B-B SCALE: 3/8" = V-0" EXIST. ROCK SEE COLUMN SUPPORT, SHT. M-4 (TYP.) VERIFY SCALE BAR IS EQUAL TO ONE INCH ON ORIGINAL DRAWING 0 � 1 ADJUST ALL SCALED DIMENSIONS ACCORDINGLY JEW GRATING .USH WITH Tr STRUCTURE CONTRACTOR'S NOTES: 1. SOLIDS DISCHARGE CHUTE IS SUPPORTED BY 4"x4"L WELDED TO CHUTE AND 6" ] . 2. CONTRACTOR IS TO SUBMIT STRUCTURE CALCULATIONS SIGNED AND SEALED BY A PROFESSIONAL ENGINEER WITH THE SHOP DRAWINGS FOR THE SUPPORT STRUCTURE. 13'-6" ALUM. HANDRAIL SEE SHTS. M4 BACK OF z � SCREEN /; OF BASE OF SCREEN G i. — -- ATTACH GRATING TO THE SUPPORT STRUCTURE AS PER THE GRATING MFG.'S RECOMMENDATIONS EXIST. WALL ----� I I OF SOLIDS /DRIP LIP 15" M — r) 15'-0" U' - - - SOLIDS DISCHARGE CHUTE THROUGH GRATING 3 -) I I I w G I 5 „ • 10 � � I I I O z I 5'-6" - I J I f I I BEAM WEB SEE DETAIL A 2 AND 3 (TYP) SHT. M-4 SEE DETAIL 1 FOR ANCHORING SCREEN TO SUPPORT STRUCTURE SEE DETAIL 3 ON SHT. M-4 `O n AINFLUENT SCREEN SEE DETAIL 3, TYP. ----- ------ --------- ------ ---- EXIST. 3' WALKWAY- - 0 2 FI—t 4�OVvE_1EX1SI. jaRADE)_ JOT SHOWN FOR CLARITY J" S.S. ADH ANCHOR W/ MIN. 4" CLARIFIER -- EMBEDDMENT @ 18" O.C. TYP, OF SOUTH AND WEST BEAM. A THE ENTIRE TOP OF THE SUPPORT STRUCTURE, EXCEPT FOR THE DISCHARGE CHUTE PENETRATION, IS TO BE COVERED X I" X 4" LONG ALUM. 61 T6) INTERMEDIATE SUPPORTRCHANNING E S 1BETWEEN FILLET FULL LENGTH ALLLL SIDES MAJOR MEMBERS TO SUPPORT THE GRATING PLAN VIEW ARE NOT SHOWN FOR CLARITY. CONSULTING CIVIL ENGINEERS, SURVEYORS & MAPPERS Partners For Results, INC. Value By Design" 3550 S.W. Corporate Parkway, Palm City, Florida 34990 (561) 286-3883 Fax: (561) 286-3925 BPR & FBPE License No: 959 www.lbfh.com INFLUENT SCREEN SUPPORT STRUCTURE SCALE: 3/8" = 1'—O" NORTH HUTCHINSON ISLAND WASTEWATER TREATMENT FACILITY MODIFICATIONS HEADWORKS: SUPPORT STRUCTURE PLAN AND SECTIONS 2001 LBFH Inc. LBFH PROJECT No: 00-0214 SHEET M-2 PLNMO3.dwg W 0 ro I 15" FRONT FACE 0 i� I 0 BACK FACE I Y4" HEIGHT IS i� APPROX. 25" L SHORTER THAN FRONT FACE TION CHUTE p, AS SHOWN 0o '�FLEXIBLE �—FLEXIBLE RUBBER RUBBER 12 SOLIDS DISCHARGE CHUTE SCALE: 1/2" = 1' /AERATION TANK? 7'-1 ° f/ N 9'-4" 7'-1" `moo I yo - o acc W I r a w 31.0 6" DRAIN TO PLANT LIFT STATION No. 1 r .d_ .e A, ., .e TOP OF INTERNAL WEIR HEADBOX DRAIN 3" NPT PIPE PLUG REAR OF UNIT e: FOR REINFORCING SEE SECTION A -A. SHT. M-2 a d 4. __ a d Q.. 4- n .".eo-. .. a "° - A 4 as 6" DRAIN TO SLOPE 1/8" PER FT. ° r f PLANT LIFT r STATION No. 1 ° d /AERATION r TANK = 8"Wx12"Hx8'-0"L r CONCRETE WEEL STOP POURED AS PART OF w ` 44. SLAB a A . y a. a � 4 ' e° A ° j 41 n d r O n Ae a de to ._4 EXIST. TANK WALL '--CLARIFIER—,,, SLAB PLAN AND SECTION SCALE: 1 /4" = 1' If VERIFY SCALE BAR IS EQUAL TO ONE INCH ON ORIGINAL DRAWING 0—_1 ADJUST ALL SCALED DIMENSIONS ACCORDINGLY 75" 72" FRONT VIEW CONSULTING CIVIL ENGINEERS, SURVEYORS & MAPPERS "Partners For Results, ® INC. Value By Design" S.W. Corporate Parkway, Palm City, Florida 34990 (561) 286-3883 Fax: (561) 286-3925 & FBPE License No: 959 www.lbfh.com in INFLUENT BAFFLE PIVOTING SCREEN PANEL k SOLIDS DISCHARGE CHUTE NOT SHOWN FOR CLARITY I I I SOLIDS DROPOFF LIP EXTENDS 1 " -- 4" X 4" ALUM. G WELDED TO CHUTE - AND 6" PROPOSED GRATING 6" ] 31) CONNE&ED TO BEAMS 1Q TO SUPPORT DISCHARGE CHUTE ALUMINUM DISCHARGE CHUTE FRONT FACE OF SCREEN EXTENTS 8" ABOVE DROP OFF LIP INFLUENT SCREEN SCALE: 1 " = 1' OBSERVATION PORT/VENT EACH SIDE- 0 5 10 L o 1 <v 70" 29 3/4" SEE DETAIL 1 ON SHT. M-4 10" STL INFLUENT 12" STL EFFLUENT 40 3/4" (MOUNTING HOLES) 47" BACK FACE OF CHUTE STOPS 3" CLEAR OF SCREEN. APPROX, 25" SHORTER THAN FRONT FACE SIDE VIEW NORTH HUTCHINSON ISLAND WASTEWATER TREATMENT FACILITY MODIFICATIONS HEADWORKS: INFLUENT SCREEN DETAILS AND SOLIDS DISCHARGE CHUTE N. STANDARD FLANGE TO ACCOMODATE INFLUENT & EFFLUENT PIPING N Co N 0 ALUMINUM BEAM 2001 LBFH Inc L8FH PROJECT No: 00-0214 SHEET M-3 PLNM02.dwg I 1 1/2- RAILING POST TOP LEVEL CONCRETE ! d FILL VOID W/ NON -SHRINK NON-METALLIC GROUT I i(a o I 2 1/2".PVC PIPE SLEEVE 1/8" PVC PLATE SOLVENT WELDED T0. SLEEVE POST INSERT IN CONCRETE Ji ! TS OR PIPE U I 1 1/2- MIN.��---- rE COLUMN II c .HANDRAIL + 6" MIN. + z I l o . MIN. 1 I HANDRA .SUPPORT COLUMN .CHANNEL FLANGE (j HANDRAIL I' I 1 1/2"0 HANDRAIL SUPPORT COLUMN i' I 5/8"0 ST. STL. W/LOCK SIDE MOUNTING .. \z HAND IL -COUN RSUNK I I a WALL LANGE CHANNEL FLANGE BEAM OR CHANNEL FLANGE WALL FLANGE BEAM, TS OR PIPE TS OR PIPE ! I I' I TS OR PIPE r N Z N II Ivv e_. I ev LEVELING NUTS LEVELING NUTS I a. a 4 I'. ADH ANCHORS G v a..< '.... ' 4. ADH ANCHORS .. a _.Q,. o O NOTES: 1. ADH ANCHOR SHALL BE 5/8"0 WITH 4" MINIMUM EMBEDMENT (UNO). 2. GROUT SHALL BE NON -SHRINK. 3. FOR COLUMN SIZE SEE PLAN. 4. SEE CONTRACTOR NOTE NO. 2 ON STAI� DETAILS. - TUBE OR PIPE COLUMN SUPPORTS ANCHORED IN CONCRETE NOT, TO SCALE DATE BY - _— REVISIONS NOTES: 1. SEE CONTRACTOR NOTE NO. 2. RAILING. GUARDRAIL AND HANDRAIL ►12 e" IUM VERIFY SCALE BAR IS EQUAL TO ONE INCH ON ORIGINAL DRAWING 0 1 ADJUST ALL SCALED DIMENSIONS ACCORDINGLY /2"0 S MINUM „ X 4" PLATE MOUNI FOR MEANS 1/2" RAILING POST TOP OF CONCRETE OR ALUMINUM CHANNEL 6" SQUARE STANDARD SLEEVE TYPE SIDE MOUNT FACIA PLATE BY NORCO, OR EQUAL 3/8" FASTENERS -CONCRETE OR ALUMINUM CHANNEL STANDARD END CAP FASTENERS AILING POST .ANGE 1ESIVE FLOOR FLANGE (WHEN REQUIRED) 1 1/2" HANDRAIL W U Z LL WALL BRACKET m Z COUNTERSUNK FASTENERS � MKS W HANDRAIL WALL BRACKET HANDRAIL DETAILS SCALE; 3/4" = V-0" CONSULTING CIVIL ENGINEERS, SURVEYORS & MAPPERS I-HIINC. Partners For Results, Value By Design" 3551 S.W. Corporate Parkway, Palm City, Florida 34990 (561) 286-3883 Fax: (561) 286-3925 B R & FBPE License No: 959 www.lbfh.com AILING POST ;ALV. BOLTS ANGE FLANGE 1 1/2"0 SCH 40 ALUMINUM PIPE 1/4" X 4" ALUMI TOE PLATE SEE SHT. M-8 F( MOUNTING OPTION * r_PAT1K1r. MnnT zwr)wKI FOR CLARITY 4-1"0 ALUI -�" ALUM. BOLTS (6061-T6) ALUM. (6061-T6) PLATE TYP• CONNECTION D N.T.S. I"0 SS BOLT, W/LOCK INFLUENT WASHER ® 12" O.C. SCREEN GRATING 1L� 11 L 5" X 5" X J" ALUM, P W/ 4-j" 0 ALUM. BOLTS DETAIL 1 TYP. BRACE CONN. SCALE:1 "=1 °-0'° DETAIE 4 N.T.S. INFLUENT SCREEN STRUCTURE DETAILS SCALE:1 "=1'-0" HANDRAIL DETAILS SCALE: 3/4" = 1'-0" NORTH HUTCHINSON ISLAND WASTEWATER TREATMENT FACILITY MODIFICATIONS HEADWORKS: HANDRAIL AND MISC. DETAILS 3RATING NOOT SHOWN FOR CLARITY \-3 J" X I" X 4" LONG ALUM. (6061-T6) ANGLE W/j" FILLET FULL LENGTH ALL SIDES TY-P' .� CONNECTION DETAIL N.T.S. 2001 LBFH In LBFH PROJECT No. 00-0214 SHEET Dt102.dwg s RISER, SE DRAWINGS FOR HEIGI (TYP.) 1/400 X 2 1/2" ST. ST PUI�ICK RELEASE SELF LO KING I I 2" ALUMINUM PIPE SLE E. , SCH 40 - - 10 WELD i v 1 /4" PLATE 4 d .e REOVEABLE HANDRAIL NOT TO SCALE STAIR ELEVATION NOT TO SCALE STAIRWAY WIDTH BEARING BARS ALUMINUM TREAD 2'-3" OR LESS 1 1/4" X 3/16" 2'-9" OR LESS 1 1/2' X 3/16" 3'—,3- OR LESS 1 3/4" X 3/16" 4'-7" OR LESS 2" X 3/16" 2" CLEAR FROM ANY OBJECT 3'-0" UNLESS OTHERWISE NO ON PLANS I I I I I NOT TO SCALE 1. SEE SEEEE�PLANS AND OR SPECIFICATIONS FOR MATERIALS MID FOR STAIRWAY. USE .C1OX5.28 ALUMINUM II MGERS.UNLESS NOTED OTHERWISE. 2. STAIR TREADS SHALL BE MADE OF SERRATED ALUMINUM RATING. 3. TREAD MANUFACTURER TO VERIFY HOLE LOCATION FOR BOLTED CONNECTIONS.. 4. ALL BOLTS AND CONCRETE ANCHORS SHALL BE STAINLESS STEEL 5. STAIR HANDRAIL NOT SHOWN FOR CLARITY. 1 2' 1 / 1/8" 5/8" ADH CONCRETE MAX. ' � ALUMINUM CHECKERED ANCHORS 0 18" O.C. L. PLATE (SEE DRAWINGS) < d a e __ -- TACK WELD NUTS 1/4" NEOPRENE GASKET* OR SEE CONTRACTOR L 4" X 3" X 1/4' NOTE N0. 2 LLV (CONT.) NOTES: 1. STEEL CHECKERED PLATE — STEEL RAME AND ANCHORS (GALVANIZED AFTER FABRICATION). 2. ALUMINUM CHECKERED PLATE —AL MINUM FRAME AND STUDS, AND ST. STL. ANCHORS. 3. ST. STEEL CHECKERED PLATE — ST. STL. FRAME AND ANCHORS. SOLID PLATE SUPP RTING DETAIL NOT TO SCAL 10" RUN 6• z TOP OF GRATING 1/2" a C I' FRONT VIEW CONTRACTOR NOTES''' 1. ALL HANDRAIL TO BE WELDED JOINTS AT THE H( AND VERTICAL POSTS. 2. WHEREVER. ALUMINUM IS TO BE MOUNTED ON C( SHALL BE A 1/4"NEOPRENE GASKET BETWEEN CONCRETE SHALL BE COATED WITH ONE COAT 01 FOLLOWED BY TWj COATS OF TNEMEC CRETE RE TOTAL COATING 0 8 MILS. � I :I N ALUMINUM DIJMPSTER XX"=1 .-0" RAILS THERE OR THE 2Y FILLER IN A SEE PLANS FOR STAIR WIDTH ................. 1/4" X FLANGE ri WDTE DRAWINGS D RAWI _ 3/16" 4„ % 'O/ PLATE 1/4" X FLANGE 1 / WIDTH j 2-5/8"0 BOLTS PLATE 3/8" X 5 1/2" . ,, . - 3/16 " PLATE 3/8" X 5 I�it/2 LENGTH VARIES W/SLOPE. LENGTH VARIES W,�SLO E v SLOT 11/16" X 2 1/2" / SLOT 11 /16" X 2, 1/2 --- , S ALONG I 1" GROU HOLESSTA' IRWA �J L 3 1(2" X.. 3 1/2 X ANCHORS 2Q5E8"q ADHESIVERWAY / ��` GROUT 5 1/2 MIN.' W/2-5/8"0 II e . I i' i' BOLTS OR WELD TO STRINGER (TYP.) 2-5/8"0 ADHESIVE s:.. 2 1/2„y .. •. 1 1/2• ANCHORS ALUMINUM S AIR STRINGER MIN. " - 1 1/4" TREAD SIDE VIEW FRONT_ VIEW NOTES: N - ES: 1. USE BASE PLATE OF SAME METAL AS STRINGER. 1. FOR CHANNEL SIZES SEE PLAN. 2. PROVIDE PROTECTION FOR DISIMILAR METALS AND 2. HANDRAIL NOT SHOWN. ®®NCRETE AS SPECIFIED. 3. COPE STRINGER MINIMUM AS REQUIRED. 3. §TAIR HANDRAIL NOT SHOWN. 4. SEE CONTRACTOR NOTE NO. 2. p 4. 6FE CONTRACTOi NOTE NO. 2. STAIR TOP TO Cf 9ANNEL CONNECTION NOT TO SCALE BAR IS EQUAL TO ONE INCH ON ORIGINAL DRAWING 0 NN0NEWNEW 1 ADJUST ALL SCALED DIMENSIONS ACCORDINGLY CONSULTING CIVIL ENGINEERS, SURVEYORS & MAPPERS "Partners For Results, PIC. Value By Design" 3550 W. Corporate Parkway, Palm City, Florida 34990 (561) 286-3883 Fax: (561) 286-3925 BPR FBPE License No: 959 www.lbfh.com TO SCALE r_r SIDE VIEW ALUMINUM GRATING a 4 r a 5/8" S.S. ADHESIVE < ANCHOR ® 18" O.C. d SUPPORT ANGLE CONTINUOUS '4" MIN. 1�FNOTES: 1.AND OPENINGS SHALL BE BANDED. 2. WEIGHT OF GRATING SECTION SHALL NOT EXCEED 80.LBS. 3. ALL GRATING SHALL BE SECURED IN PLACE AS PER. MANUFACTURER. 4. ALUMINUM GRATING — USE ALUMINUM ANGLE SUPPORTS AND STAINLESS STEEL BOLTS. 5. SEE CONTRACTOR NOTE NO. 2. GM11 G FRAME TABLE GRATING GRATING DEPTH T FRAME ANGLE DEPTH T FRAME ANGLE 1" 1 3/4" X 1 1/4" 1p 1/4" 2" * 2 1/2' X 2 1/2- X 1 /. 1 1/4 2" X 1 1/2 X 1/4" 2 1/4" 2'1/2" X 2 1/2" X 1/4" 1 1/2" 1 3/4" X 1 3/4' X 1/4 21/2" 3" X 2 1/2"X 1/2" 1 3/4' 2" X 2" X1/4" *OR USE 2 1/2" X 2 1/2" X 1/4" W/ 1/4" SHIM PLATE WELDED TO BOTTOM GRATING SUPPORT DETAILS NOT TO SCALE NORTH HUTCHINSON ISLAND WASTEWATER TREATMENT FACILITY MODIFICATIONS HEADWORKS: STAIR AND MISC. DETAILS 2001 LBFH Inc. I L.BFH PROJECT No: 00-0214 SHFT 915 Dt18.gW� ,.J RECLAIMED WATER TANK ---------------------------------------------------------------------------- ------------------------------------------------------------------ Y W co 0 x a0 18" FILL LINE I I I I 1 01 12" INSERTION TYPE I I FLOWMETER I I P I P I P I j I I I I I I I VALVE 12"X8 4" PROPELLER I I I I METER I I I -UTILITY PUMPS NO. 1& 2 I 'I IU_ .01 8" FILL LINE CONTRACTOR'S NOTES: 1. THE MAJOR WORK ELEMENTS AT THE RECLAIMED ------------------------ ____---_--------------- -- —---------------------------------------T--- WATER PUMPING FACILITY CONSIST OF REPLACING 14" WALL THE TWO EXIST. 75 N.P. FIXED SPEED HORIZ. SPLIT ----- — —---------------------- -------------------- --- CASE PUMPS WITH TWO 75 H.P., 3 STAGE VERTICAL TURBINE "CAN" TYPE PUMPS CONTROLLED BY VARIABLE FREQUENCY DRIVES. APPURTENANT LEVEL GAUGE I I MODIFICATIONS NECESSARY TO ACHIEVE THIS WORK ELEMENT CONSIST OF INSTALLING NEW MCC'S, A I I NEW BUILDING TO HOUSE THE MCC'S, PIPING JEDGE DF�WtAll_ FOOTINGMODIFICATIONS, ETC. TOP E. TEE 12"XS" TEE I I I 2. ONE RE —USE PUMP, EITHER AN EXISTING PUMP OR A NEW PUMP MUST BE OPERATIONAL AT ALL — —.— ----- — -- — — — — TIMES. TEMPORARY FACILITIES MAY BE NECESSARY — --�— — — i I 1 1 TO ACHIEVE CONTINUED OPERATION. 1-2 F.H. I I I I 3. THE PUMP CONTROL VALVE AND THE RE —USE I I I 1 1 STORAGE TANK SHUT—OFF VALVE MUST BE I OPERATIONAL TO FACILITATE THE EXCHANGE OF THE I C I I,I I I I I I PUMPS. THE CONTRACTOR IS TO ASSURE THE OPERATIONAL CAPABILITY OF THESE TWO VALVES r8" 8„ I _ ; I AND CONFIRM THEIR OPERATING CAPABILITY TO THE `iHl� / ENGINEER. ,J Pam- J EXIST E=L =i= �3 RE -USE STORAGE EXIST RECLAIMED } TANK SHUT-OFF RECLAIMED PUMP NO. 2 — VALVE PUMP NO. 1 —PUMP — - -_ - I � i / �\ UP #2 E I 1 ' / / / ' + /V P/V r------------ ------ ------BIB k1— — — — I I I / Z / 7Z_4 �— 161X12" TEE 16"X12" TEE / �7 EXISTING ! RECLAIMED WATER PUMP PLAN SCALE: 3/8" = 1 °-0" PUMP NO. 1 & 2 RECLAIMED PUMP NO. 1 SLAB ELEV.=7.9 RECLAIMED PUMP NO. 2 2-8" UPSET LINES i-�------------------------------------------- i �i i i -------------- '' I I I i I I EDGE OF WALL EDGE OF WALL I I i I I I I FOOTING FOOTING I I l l I I I I I I _-__ 1 u, -- -- JI TOP ELEV.=5.0 TOP ELEV.=5.0 I I .f12"-12" �_ - - - - - --- - - - + - + � I I ------------------------------------------ �— SCALE: 1 " = 4'— � r--------------- —--------- h—�=`\ it-----------------t��---�----------I,�- �-16"X 2" TEE Z16"X12" TEE ELEVATIO VIEW - EXISTING SECTION_ B-B SCALE: 3/8" = V-0" VERIFY SCALE BAR IS EQUAL TO ONE INCH ON ORIGINAL DRAWING 0 ® 1 ADJUST ALL SCALED DIMENSIONS ACCORDINGLY CONSULTING CIVIL ENGINEERS, SURVEYORS & MAPPERS Partners For Results, INC. Value By .Design" 550 S.W. Corporate Parkway, Palm City, Florida 34990 (561) 286-3883 Fax: (561) 286-3925 BPR & FBPE License No: 959 www.ibfh.com NORTH HUTCHINSON ISLAND WASTEWATER TREATMENT FACILITY MODIFICATIONS EXISTING RECLAIMED WATER PUMPING PLAN AND SECTION 2000 LBFH Inc. L8FH PROJECT No: 00-0214 SHEET M-6 PLNM05.dwg Q z 0 Uj y z Q z 0 W Q f SAW CUT THE EXISTING CONCRETE SLAB BETWEEN THE u nuiy — PUMPS AND RE —USE PUMP No. 1. THE CONCRETE SLAB SURROUNDING THE RE —USE PUMPS IS TO BE REPLACED AS PART RECLAIMED WATER TANK OF THE RE —USE PUMP MODIFICATIONS. I {----------------------------------------------------------- ------------------------------------------------------- ---- -- ---------------------- -------------- ---------------------------------------- ------ ----------------- -----------� 2" SR. CONDUIT I �`-6" DIP FILL LINE I I I J 4" OIP- I FOR ELEC. WIRES IEVET. GAUGE I I 1 FOR CLA-VALVE----..,„-_ EDGE OF WALL FOOTING 1" PVC SEAL WATER LINEI 1 I Top ELEV.�S.O 12" SIGNET INSERTION TYPE I INSTALLED IN ACCORDAN E I I I TAP rzowuElER� F— I w/PUMP MFG. RECOMME DATIONS) I ��I/` EXIST. 92'x8" TEE 1 (2 TYP.) EXIST, iz" DISCHARGE P I P HEADER PIPE&Qb I I I — _ _.— — _.— —. —------- /—.—.— — — — — —.— =t �., .— — I OL rl J I I �. ) 8- OFV (2 1 i I w I SLA9 ELF/.'+7.9 �_ a I 3 I li I I VALVE /1 PUMP 2 TYP I I I 4' iippI PUMP UPI( II L PRO MEic'Y2ELLER z I I CONC. PAD to lump P2--------- THREADED F_9 6'—®" 1 CLR 1 —T .- — — — — — — — TIE -RODS II — / Imo— — — — —f If I / i 4'-0- I I � EXIST. 16"x12" TEE I _ ROTATED TO HORIZ. I I POSITION (2 TYP) I m 4" DRAIN O 0" 1 X FLEXIBLE SEAL WATER DRAIN PLANT LIFT STATION No. j® 1, SEE SHT. M-13 I � / / 2" PVC TO HEADWORKS I GUARD POST (TYP.) i I I (SEE DETAIL) 1 15'-0 6" DRAIN O 0.1 X FROM I DL MPSTER SLAB cJ> rFIBERGLASSy / BUILDING , / / / - ---- ------ L /'� �h G" I / � 7 - — — — — - - - - - I-X I / + I / I / + l DATE I BY I REVISIONS y PLAN VIEW SCALE: 1 " = 4' VERIFY SCALE BAR IS EQUAL TO ONE INCH ON ORIGINAL DRAWING 0��1 ADJUST ALL SCALED DIMENSIONS ACCORDINGLY dr CONSULTING CIVIL ENGINEERS, SURVEYORS & MAPPERS Partners For Results, INC. Value By Design" S.W. Corporate Parkway, Palm City, Florida 34990 (561) 286-3883 Fax: (561) 286-3925 & FBPE License No: 959 www.lbfh.com 75 H.P., 1770 RPM, 3-STAGE VERTICAL TURBINE PUMP FAIRBANKS-MORSE 12M WITH IMPELLER T7EA92 TO DELIVER 1100 GPM ® 185 FT� 1" INLET AIR/VACUUM VALVE 8" STYLE 38 DRESSER COUPLING FLGxPE NIPPLE 8" FIG. CUSHIONED SVANG CHECK VALVE EXIST. 8" BUTTERFLY VALVE TO REMAIN EXIST. 12%8" TEE ' CE ELEV. 10.03 I L (CONTRACTOR TO VERIFY) ' EXIST. SLAB 10"x10 it I ELEV. 7.90-\ CONC. II II SUPPORT II II L ----------------------- I �� Jrr'EDGE OF WALL FOOLING I ytf{ TOP ELEV.-5.0 I I I p5, TO. O.C. 4'-9"t 3/4" 316 S.S. i ANCHOR BOLT (TYP.) I ELEV.-10.0-3- 4 'ID -2" CONC. PAD (SEE DETAIL) IIIIL I I 2- y6 LEXIST. CONT. CONC. PAD 2 "I O.D. (TYP.) 13.5" 12BUTTERFLY VALVE WITH BOX �12" INLET FLGxPE NIPPLE �I Z-STYLE 38 38 DRESSER COUPLING PUMP INSTALLATION NOTES: 1. ALL MATERIALS AND INSTALLATION SHALL COMPLY MATH ST. LUgE COUNtt CONSTRUCTION STANDARDS AND SPECIFICATIONS. 2. ALL PIPE AND FITTINGS SHALL BE DUCTILE IRON WITH CEMENT MORTAR LINING. 3. ALL ABOVE -GROUND PIPE SHALL BE FLANGED. 4. ALL UNDERGROUND PIPE, EXCEPT FOR THE FLANGED CONNECTION To THE TURBINE SUCTION BARREL. SHALL BE PUSH -ON RESTRAINED MECHANICAL JOINT WITH DUCTILE IRON GLANDS AND COR-TEN TEE BOLTS. THE FLANGED CONNECTION TO THE TURBINE BARREL SHALL BE BOLTED WITH 316 STAINLESS STEEL BOLTS. 5. TURBINE SUCTION BARREL SHALL BE SUPPLIED BY THE PUMP MANUFACTURER. 6. CONTRACTOR MUST VERIFY HORIZONTAL LOCATIONS AND ELEVATIONS OF EXISTING SUCTION LINE AND DISCHARGE LINE. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY ADJUSTMENTS IN ELEVATIONS OR DIMENSIONS REQUIRED FOR CONNECTION TO EXISTING SUCTION PIPING AND DISCHARGE PIPING. 11 '--5-7 STONE I EXISTING 16"x12" TEE ROTATED TO HORIZ. POSITION pl t I*") ELEV. 2.08 (CONTRACTOR ` TO VERIFY) 2- 5/8" THREADED TIE -RODS, TYP. ON SUCTION & DISCHARGE PIPING ACROSS THE DRESSER COUPLINGS MIN. CLEARANCE x 4'-0" x 12" TIC. CONC. SLAB ELEVATION VIEW SCALE: 1 " = 3' NORTH HUTCHINSON ISLAND WASTEWATER TREATMENT FACILITY MODIFICATIONS NEW RECLAIMED WATER PUMPING. PLAN AND SECTION 2000 LBFH Inc. LBFH PROJECT No: 1 00-0214 SHEET M-7 PLNM10.dwg ■ Y EXISTING PERCOLATION OP POND c� ( g (I .I 2— 8"-90' BENDS. I SEE SECTION A —A THIS SHT. TO PERC.aPOND T + II 0 j II i� I• III o II BENDS, : (1) $"-45' (DOWN). SEE SECTION E-E, SHT. M-9 J SINGLE BRACKETS ® 10'-0" O/C 8" CERTALOCK PVC SDR 21 8" TEE, 8" BF VALVES MPACT FITTINGS) IT i ZAERATION TANK ZAAERATION TANK DATE I BY REVISIONS DOUBLE BRACKETS CAD 1O'—O" 0/C CERTALOCK PVC SDR 21 PERCOLATION POND) 0.5 MG REJECT WATER STORAGE I i `li ink f,l_. ff:_ XIST. 8 —45' BEND 70 REMAIN -1110. 1 8" TEE AND 2� 8" BF VALVES + — - B DIP FILL LINE 1 ----7 1 1 t uk LIP. C B 3� f AERATION TANK I i I I I i I \\ AERA<TAN I \\I I I t i I r I t I t t t t i i SCALE: 1 " r 101 VERIFY SCALE BAR IS EQUAL TO ONE INCH ON ORIGINAL DRAWING 0 1 ADJUST ALL SCALED DIMENSIONS ACCORDINGLY — -- ----- — ---- J t I t + t t f 6 I t t t I NEW q+/�� t + ELECTRICAL /t �/ BUILDING 11 t t t I I + ; I ; 'I I I i CONSULTING CIVIL ENGINEERS, II SURVEYORS & MAPPERS I "Partners For Results, INC .. Value By Design" 355 S.W. Corporate Parkway, Palm City, Florida 34990 (561) 286-3883 Fax: (561) 286-3925 B & FBPE License No: 959 www.lbfh.com 5'-0" 8" TEE 8" BF VALVE 8 CERTALOCK PVC SDR 21 " 0/ DOUBLE BRACKETS 0 10'70C (TO PERC. POND) 8"-90' BEND MOUNTING BRACKET TOP OF WALL (SEE SHT. M-9) ELEV.=21.0 4 8" CERTALOCK PVC SDR 21 f i a_ i �I 5'-0" It 1 all , EDGE OF WALL FOOTING — — - — — — - TOP ELEV.=5.0 — . — . — . — — . - - 1EE ��-90' BEND — — — — (BASE BEND) SUPPORT ANCHOR DETAIL SHT. M-4 ON1GE0 E'XTI E—RAP SECTION ION A —A SCALE: 3/8" = 1' 8" CERTALOCK PVC SDR 21 (TO RECLAIMED TANK) 8" BF VALVE DOUBLE BRACKETS 0 10*-0" O/C �8" TEE --frEX. 8"-90' BEND -- _ — } MOUNTING \—TOP BRACKET (SEE OF WALL 8" CERTALOCK PVC SDR 21 ! s SHT. M-9) ELEV.=21.0 (TO PERC. POND) I EX. 8" DIP FILL LINE t - - EX. 8" CLA.-VALVE i EX. PUMP PAD E GE OF WALL FOOTING TOP ELEV.=5.0 { —.. — .— —- —. �y - — _ .— —4 —. SECTION B-B SCALE: 3/8" = 1' NORTH HUTCHINSON ISLAND WASTEWATER TREATMENT FACILITY MODIFICATIONS NEW FILL AND BYPASS PIPING 2000 LBFN In, / LBFH PROJECT No: 00-0214 SHEET M-8 -^ PLNM07.dwg 8" BF VALVE 'TOTEE PERC. POND) 8"-45' BEND 10 (TO RECLAIMED TANK) -� Ex. 8"-90• BEND (TO REMAIN) P - MOUNTING BRACKET -��- (SEE DETAIL) W.S. 19.0 r7 EX. 14" CONC. WALL RECLAIMED WATER STORAGE EL.55 00 "_�_8" PVC SDR 21 I 9 I —EX. 8" CLA—VALVE —EX. 8" DIP FILL LINE EDGE OF WALL FOOTING TOP ELEV.=5.0 I 1 10-{ B. CERTALOCK PVC SDR 21 —VOUNTING BRACKET TOP OF WALL EL.=21.0 / (SEE DETAIL) EX. 14" CONC. WALL EX. GROUND •^'�.. I,i cn I,J ^' ii= i t EDGE OF 1 WALL FOOTING TOP El EV.=5.0 W.S. 19.0 8"-90' BEND--, / 8"-45' BEND (DOWN) TOP OF WALL EL.=21.0 MOUNTING BRACKET (SEE DETAIL) C-7 W.S. 19.0 EX. 14" CONC. WALL RECLAIMED 8" CERTALOCK PVC SDR 21 WATER RECLAIMED WATER STORAGE -� - STORAGE EX. GROUND EDGE OF WALL FOOTING "9 EL 5_00 _ `F I r; TOP ELEV.=5.0 EL 5.00 — — — — — — — — — t ECTION C-C I I SECTION D-D SCALE: 3/8" = 1' SCALE: 3/8" = 1' I DATE I BY I REVISIONS I J 3"x1/4" FLAT STOCK 11 16" HOLES FOR PIPE 5 B" SS NUTS, BOLTS 1/8" NEOPRENE AND WASHERS 1/2 CLR� i 5/8"x6" FLAT STOCK 7/8" HOLE FOR 2"x3/8" FLAT STOCKf3/4" SS RODA° t/4 14- 3/16 16 II �---3/4" SS ROD — 6 5/8" 6x6 M20 x 20" 3"I EMBEDMENT. 2" PROJECTION USE HY150 EPDXY 1 — ! `3/8"x6" FLAT STOCK s EXIST. 12" CONCRETE WALL (CONTRACTOR VERIFY) VERIFY SCALE BAR IS EQUAL TO ONE INCH ON ORIGINAL DRAWING 0 1 ADJUST ALL SCALED DIMENSIONS ACCORDINGLY N.T.S. CONSULTING CIVIL ENGINEERS, SURVEYORS & MAPPERS Partners For Results, INC. Value By Design" 355 7&!F1B)PE orporate Parkway, Palm City, Florida 34990 286-3883 Fax: (561) 286-3925 B R License No: 959 www.lbfh.com SECTION E-E SCALE: 3/8" = 1' PAINTING: BRACKETS AND EXPOSED METAL PIPING 1. REMOVE OIL AND GREASE. 2. BLAST TO NEAR WHITE SSPC—SP10. 3. PAINT WITH 3 COATS TNEMEC. a. SERIES 69, HI —BUILD EPDXOLINE PRIMER, 6-8 MILS, DFT. b. SERIES 69, HI —BUILD EPDXOLINE INTERMEDIATE, 4-6 MILS, DFT. C. SERIES 73, HI —BUILD ENDURASHIELD FINISH, 2-3 MILS, DFT, COLOR BY OWNER. EXPOSED PVC 1. REMOVE OIL AND GREASE. 2. SCUFF SAND. 3. PAINT WITH 2 COATS TNEMEC: a. SERIES 66, HI —BUILD EPDXOLINE PRIMER, 2-3 MILS, DFT. b. SERIES 73, HI —BUILD ENDURASHIELD FINISH, 2-3 MILS, DFT, COLOR BY OWNER. NORTH HUTCHINSON ISLAND WASTEWATER TREATMENT FACILITY MODIFICATIONS RECLAIMED FILL AND BYPASS PIPING DETAILS 2000 LBFH In( LBFH PROJECT No: 00-0214 SHEET M-9 PLNM08.dwg r 120 ITEM QTY. DESCRIPTION REMARKS 1 1 PACK TOWER HUMIDIFIER 2 1 MIST ELIMINATOR 3 8 BIOFILTER PENTPACK 4 1 BLOWER 07T-183 5 1 CONTROL PANEL 316SS 6 1 CARBON DRUM TIGG N-2000PHD 7 1 SUMP PUMP 8 20' 16" PIPE 9 1 16" FLANGE 10 1 16" x 10" REDUCER SLIP X SLIP 11 20' 12" PIPE 12 1 12" x 8" REDUCER 13 5 12" 90' ELL SLIP X SLIP 14 1 12" FLANGE SLIP X SLIP 15 1 12" COUPLING 16 100' 10" PIPE 17 4 10" PIPE, 1" LONG, PIPE SUPPORT 18 3 10" 90' ELL SLIP X SLIP 19 2 10" 45' ELL SLIP X SLIP 20 6 10" FLANGE SLIP X SLIP 21 1 10" BLIND FLANGE SLIP X SLIP 22 1 10" CAP 23 20' 8" PIPE 24 2 8" 45' ELL SUP X SLIP 25 2 8" FLANGE 26 1 8" BUTTERFLY VALVE 27 20' 4" PIPE 28 8 4" VALVE SUP 29 16 4" MALE ADAPTER MIPT X SLIP 30 8 4" FLEXIBLE COUPLING 31 20' 2" PIPE 32 2 2" 90' ELL SUP X SUP 33 20' 1" PIPE 34 3 2" 90' ELL SUP X SUP 35 3 PIPE SUPPORTS 120 o O to IN O e®®. 26 LS CARBON DD DRUM I 80 Ln 9 18 16 13 100 18 O 24 25 (2 U9 24 7-a r GAS FLOW +] 32 jj 34 32 10 33 ; 31 201 , 100 O m X wI 19 17-J 16 PROFILE VIEW SECTION E E N.T•S. MOISTURE SEPARATOR TO BLOWER CONNECTION DATE BY REVISIONS VERIFY SCALE BAR IS EQUAL TO ONE INCH ON ORIGINAL DRAWING 0 ® 1 ADJUST ALL SCALED DIMENSIONS ACCORDINGLY 100 c TO BIOFIL FROM BIOFIL NOTES: 1. PIPE SUPPORTS RECOMMENDED, AS SHOWN. 2. ALL PROCESS STREAM PIPING TO BE WRAPPED IN INSULATION IF EXPOSED TO FREEZING TEMPERATURES. 3. ALL WATER AND DRAIN PIPING TO BE WRAPPED IN HEAT TRACE IF EXPOSED TO FREEZING TEMPERATURES. 4. PANEL SHOULD BE MOUNTED ON A SMOOTH, FLAT SURFACE. APPROXIMATE PANEL WEIGHT: 50 LBS. 8. BLOWER MAY NEED TO BE SHIMMED TO ALIGN WITH SYSTEM OUTLET PIPING. 9. PIPE SPACING NOT TO SCALE FOR CLARITY. 10. ALL PIPE AND PIPE FITTINGS TO BE SCHEDULE 80 PVC, UNLESS OTHERWISE NOTED. P CONSULTING CIVIL ENGINEERS, SURVEYORS & MAPPERS Partners For Results, INCValue By Design" . orporate Parkway, Palm City, Florida 34990 (561) 286-3883 Fax: (561) 286-3925 BPR & F PE License No: 959 www.lbfh.com 1m" CONTRACTOR'S NOTES: 6. THE AIR QUALITY CONTROL SYSTEM IS A BIOFILTER SYSTEM DESIGNED FOR THE ELIMINATION OF ODOROUS VAPORS EMANATING FROM HYDROGEN SULFIDE AND AMMONIA. THE SYSTEM IS COMPRISED OF AN AIR HANDLER, BIOFILTERS, ELECTRICAL CONTROL PANEL, CONCRETE SUPPORT FOUNDATIONS/SLABS, AIR DUCT WORK FROM THREE INDIVIDUAL COMPONENTS AND OTHER MISC. EQUIPMENT. THE SYSTEM IS TO PROVIDE AN ODORLESS EXHAUST GAS WHILE PROVIDING A NEGATIVE PRESSURE AND A MINIMUM OF SIX AIR CHANGES PER HOUR IN EACH OF THE THREE COMPONENTS. THE THREE COMPONENTS ARE THE INFLUENT SCREEN (288 cu.ft.), THE MASTER LIFT STATION (1300 cu.ft) AND AEROBIC DIGESTERS No. 1 AND No. 2. THE DEMAND AT THE AEROBIC DIGESTERS IS 9900 cu.ft. OF HEAD SPACE VOLUME PLUS 300 cfm OF AIR BEING FED TO THE DIGESTERS. THE AIR QUALITY CONTROL SYSTEM IS TO TREAT THE VOLUMES LISTED ABOVE BASED ON A CONCENTRATION OF 100 ppm HYDROGEN SULFIDE AT THE MASTER LIFT STATION AND THE FIXED SCREEN AND APPRPX. 900 ppm AMMONIA AT THE DIGESTERS. THE AIR QUALITY CONTROL SYSTEM SUPPLIER IS RESPONSIBLE FOR SIZING THE AIR HANDLER, BIOFILTERS AND DUCT WORK NECESSARY FOR HIS SYSTEM, PLUS GUARANTEE THAT THE SYSTEM WILL ELIMINATE THE ODOR. THE AIR QUALITY CONTROL SYSTEM SUPPLIER IS ALSO RESPONSIBLE FOR CONFIRMING THE CONCENTRATION OF HYDROGEN SULFIDE AND AMMONIA PRIOR TO DESIGNING AND GUARANTEEING THE SYSTEM. IN ORDER TO QUALIFY AS AN AIR QUALITY CONTROL SYSTEM SUPPLIER, THE MANUFACTURER MUST HAVE A MINIMUM OF THREE DOMESTIC WASTEWATER WATER INSTALLATIONS IN THE STATE OF FLORIDA. SUPPLIERS DEEMED TO BE OF EQUAL QUALITY ARE: (1) BIOREM TECHNOLOGIES, GUELPH, ONTARIO; AND (2) BIOCUBE, INC., VICTOR, N.Y.THE CONTRACTOR IS TO INCLUDE IN HIS BID PRICE ALL OF THE COSTS ASSOCIATED WITH THE ELECTRICAL SERVICE REQUIRED FOR THE AIR QUALITY CONTROL SYSTEM HE CHOSES. NORTH HUTCHINSON ISLAND WASTEWATER TREATMENT FACILITY MODIFICATIONS NEW AIR QUALITY CONTROL SYSTEM: PLAN AND SECTION ., 2001 LBFH Inc. LBFH PROJECT No: 00-0214 SHEET M-10 PInMO9.dwg 0 w 0 LLJ Z LLJ 0 Lv SECTION D-D N.T.S. BLOWER TO STACK CONNECTION CONNECTION " "U" BOLT c� Ln 0 _n I IIIIC VERIFY SCALE BAR IS EQUAL TO ONE INCH ON ORIGINAL DRAWING 0 � 1 ADJUST ALL SCALED DIMENSIONS ACCORDINGLY 101 D16 27 C29 40 100 SECTION C-C N.T.S. BIOFILTER CONNECTION EXHAUST p � 4 1 - fjI •. b.; P = II �I a- I o. r 2 CONSULTING CIVIL ENGINEERS, SURVEYORS & MAPPERS ILF Partners For Results, PIC. Value By Design" 3550 1 W. Corporate Parkway, Palm City, Florida 34990 (561) 286-3883 Fax: (561) 286-3925 BPR & FBPE License No: 959 www.lbfh.com N fit IN Ln `I I co 16 TO BIOFILTERS 0 0 0 �0 0 0 ------------ ------- -7, F_ �0_ FROM BIOFILTERS SECTION A —A N.T.S. NORTH HUTCHINSON ISLAND WASTEWATER TREATMENT FACILITY MODIFICATIONS NEW AIR QUALITY CONTROL SYSTEM: � SECTIONS A -A THRU D-D 16 SIN L' I 2001 LBFH LBFH PROJECT No: 00-0214 SHEET M-11 DTL07.dwg 1'-2 1 /2" 1'-5 1 /2" 1»comurr STUB —UP r 1 w—CQNRUff-/ STUB —UP Go to 1'-2 1 /2" 1'-5 1 /2" 00 DATE I BY REVISIONS z 4'-0" DEEP PR 4" DRAIN 5$—S" VERIFY SCALE BAR IS EQUAL TO ONE INCH ON ORIGINAL DRAWING O®1 ADJUST ALL SCALED DIMENSIONS ACCORDINGLY ✓' a o a o a a o a o 0 o a a a o 0 o O o n= ea a {a� o ca ao a U o oa a o 0 0 o a o a o 0 0 0 0 0 0 a 6 © O ae a0 O © a oa o0 a 0 O O a O 6 q a q .FOUNDATION PLAN WITH EQUIPMENT N.T.S. TV,-0" FOUNDATION PLAN N.T.S. 5'—S'' 1/2» IfCONSULTING CIVIL ENGINEERS, SURVEYORS & MAPPERS "Partners For Results, INC. Value By Design" S.W. Corporate Parkway, Palm City, Florida 34990 (561) 286-3883 Fax: (561) 286-3925 & FBPE License No: 959 www.ibfh.com 0 0 1 1 w NORTH HUTCHINSON ISLAND WASTEWATER TREATMENT FACILITY MODIFICATIONS NEW AIR QUALITY CONTROL SYSTEM: FOUNDATION PLAN 2001 LBFH Ir LBFH PROJECT No: 00-0214 SHEET M-12 PLNM 12B.dwg Jq== N T 35'-0" I r-i H — ----- ----- I I t I Al �I I B l l l I I L__J L_—�— l l l II L__J l I 30" Y 4'(f) 1 . a AEROBIC DIGESTER NO.I PLAN SCALE: 1/4" = 1' ACCESS HATCH (TYP.) 316 S.S. UTILITY HANDLE (TYP.) SEE DETAIL THIS PAGE o�► —may-- --qq— AI _� —�-- — -- —�-r— --fir-- --�-- --R--1 I I I I II L__J I I t I I B l I AI I I I �I i I L_— Lam__ H _—�+-- AH — ►-i -- ~ __ ~_— —_~ -1 _AEROBIC DIGESTER NO.2 PLAN SCALE: 1/4" = 1' EXISTING WALKWAY r------------- I I I I I I I I I I I I I L _J\ J SECTION 1 N.T.S. " TOP OF WALL THREA ED UNION TO ALLOW PIPING DIS-C NNECT 6" WA,ER TYPE BUTTERFLY VALVE W/MULTIPLE POSITIONING HANDLE FOR AIR C NTROL. LOCATE AS CLOSE TO EDGE OF SUPPORT STRUCTURE AS POSSIE LE. 171 X (3 O 0 PIPE TACKET ,SEE BRACKDETAIL-1 PIPE SHEET-9 (TYP.) THREAgED UNION TO ALLjDW PIPING 6" WA R TYPE BUTTERFLY 'VALVE W/MU IPLE POSITIONING HANDLE FOR AIR CCqTROL. LOCATE AS CLOSE TO EDGE F STRUCTURE AS POSSIBLE. 6" Sc 80 PVC PAINTE AIR PIPING. 'IPE 4" STAINLESS _EL BOLT NUT D WASHERS *TYPICAL OF ALL AIR PIPING ® ALL VERIFY SCALE BAR IS EQUAL TO ONE INCH ON ORIGINAL DRAWING 0 r 1 ADJUST ALL SCALED DIMENSIONS ACCORDINGLY CONSULTING CIVIL ENGINEERS, SURVEYORS & MAPPERS Partners For Results, FINC. Value By Design" 3 50 S.W. Corporate Parkway, Palm City, Florida 34990 (561) 286-3883 Fax: (561) 286-3925 PR & FBPE License No: 959 www.lbfh.com CONCRETE DIGESTER WALL —I 1/4" IT .375"0 FULL THREAD BOLT NEOPRENE SPONGE GASKET FRP COVER PANEL - FIELD DRILL AND TAP ANGLE - 5/8" 0 S.S. ADHESIVE ANCHOR w/MIN. 4" EMBEDMENT ® 18" O.C. (TYP.) \-3"x3" ALUM. SUPPORT ANGLE w/NEOPRENE BETWEEN CONCRETE AND ANGLE SECTION A -A SCALE: 1/2" = 1' "C" "r"D BOLT E GASKET N NUT PLATE ILL & TAP In„11 I�GMENT SECTION B-B SCALE: 1 /2" = 1 ° 3" x 3" S.S. HINGE - 3 PLACES } — — — ------- 0 I I I I M I I I I I I xxxx SERIES STYLE LATCH - 2 PLACES- GT .25" THICK, 1" LONG NEOPRENE 'ONGE GASKET, ALL AROUND 'ENING 30"X24" ACCESS HATCH SCALE: 3/4" = 1' NORTH HUTCHINSON ISLAND WASTEWATER TREATMENT FACILITY MODIFICATIONS NEW DIGESTER COVERS: PLAN AND DETAILS ETAIL GENERAL NOTES: 1. CONTRACTOR TO VERIFY ALL OPENING DIMENSIONS AND THE LOCATION OF ANY OBSTRUCTIONS THAT WILL INTERFERE WITH THE COVER PANELS. 2. ALL PANEL ARE TO HAVE A FLAT NON—SKID SURFACE. 3. PENETRATIONS THROUGH DIGESTER COVERS TO BE IN ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS. 2001 LBFH Inc r LBFH PROJECT No: 00-0214 SHEET M-13 PLNM 11.dwg P.T. TABLE OF SIDEWALK JOINTS TYPE I LOCATION "A" P.C. AND P.T. OF CURVES "B" 5'0" CENTER TO CENTER ON SIDEWALK .ICI. WHERE SIDEWALK ABUTS CONCRETE CURBS, DRIVEWAYS AND SIMILAR STRUCTURES I Yrt d JUIN I 1/4' TYPE "A" 5" 2500 P.S.I. CONCRETE 1 4" 1 z f ff TYPE "A" JOINT 1 II L !l VVIIYI TYPE "B" 5'-0" �. 6" SUBGRADE COMPACTED TO 95% DENSITY N if P.V.C. CAP AT TERMINUS I/2' .Q- \P TYPE "C" SOD 4' CON . SIDEWALK SOD (36), MIN (3 6" MIN 300oPsl CLASS I SL OT_ P_EI�--- CONCR SLOPE ONATURRNATURAL GRADE MAX. 3AL GT DE3:1 L 4 :MAX. d. COMPACT SUBGRADE TO 95% OF THE MAXIMUM DENSITY AS Determined by AASHTO T-99 NOTES: 1. PROVIDE EXPANSION JOINTS 20' CENTER TO CENTER, AT PC & PT OF CURVES, JUNCTIONS OF EXISTING & NEW SIDEWALKS, AND WHERE SIDEWALK ABUTS CURBS, DRIVEWAYS & SIMILAF STRUCTURES. 2. PROVIDE CONTRACTION JOINTS ' CENTER TO CENTER. 3. SOD SHALL BE PLACED BELOW EDGE OF SIDEWALK TO ALLOW DRAINAGE. SIDEWALK DETAIL N. T. S. C.L. OF RISER PIPE COVER MARKED 'S' MATCH EXIST. SURFACE 0 i i c #4 ROD. CONCRETE ALL AROUND C,I/ VALVE BOX AND LID ONE CUBIC YARD OF CONCRETE ENCASEMENT. KEEP CLEAR FROM HORIZONTAL PIPE 4'-45° P.V,C. ELBOW 6'x4' - 45' P.V,C. WYE m 6' P.V.C. MIN. MIN. CLEANOUT DETAIL N. T. S. 4" DIP OR SCHEDULE 40 GALV STL. FILLED WITH CONCRETE PIPE ABOVE GRADE IS TO BE PAINTED SAFETY YELLOW FINISHED GRADE CLEAN GRANULAR MATERIAL; D NOT INSTALL GUARD POST IN CONCRETE 2500 PSI AT 28 DJUCK S GUARD POST DETAIL N. T. S. VERIFY SCALE BAR IS EQUAL TO ONE INCH ON ORIGINAL DRAWING 0 ® 1 ADJUST ALL SCALED DIMENSIONS ACCORDINGLY 2" PVC TO INFLUENT PIPING 0 HEADWORK; POWER CABLE INLET (TYP.)- 1 1/4" GATE J VALVE (TYP.) 1 1/4" CHECK VALVE (TYP.) COUPLING (TYP.) FLOAT SWITCH ACCESS PLATE FACE OF NEW BLDG. V-0" VARIES PAVEMENT WIDTH PER PLANS 11 T (SHOULDER (SEED & & SOD) MULCH) 2" S-TYPE S-1 ACSC SLOPE ® 1" / PER FOOT SLOPL2-AL PER FOOT 0" _1 X/7 � IMEROCK BASE COMPACTED �\ �� / FINISHED \\/ 98% MAX DRY DENSIT DSITY j\\ 1 RADE 6 G * WHERE NEW PAVING MEETS EXIST. PAVING SAW -CUT EDGE OF EXIST. PAVEMENT FOR STRAIGHT LINE MATCH. TYPICAL PAVING DETAIL N. T. S. GRINDER PUMPS NO. REQ'D H.P. VOLTS PHASE RPM MODEL/TYPE FLOW/TDH BASIN ABS MODEL 20971 2 2 230 1 3500 (VERTICAL PEDESTAL 43 GPM AT 20' 200 GAL. FRP BASE OR EQUAL) /_1 1/4" PVC 40" DIA. BASIN COVER TOP OF BASIN FLANGE PUMP ACCESS PLATE �1 J" NPT DISCHARGE FLANGE LIFTING EYES (TYP.) FLOAT CABLE 40" DIA. BASIN COVER 5-7 STONE (TYP.)-\ 4" INLET FROM DUMPSTER DRAIN. SEE PUMP SYSTEM NOTES 42' TOP OF BASIN \ - FLANGE 3" VENTK ' -' —r zw z z Zr w Cuw Cu N b v zo zo PUMP SYSTEM NOTES: 1. BOTH 4" INLETS ARE TO BE A MINIMUM OF 24" BELOW THE TOP OF THE PUMP STATION, HOWEVER ADDITIONAL DEPTH MAY BE NECESSARY TO ASSURE GRAVITY FLOW FROM THE ITEMS BEING DRAINED. THE CONFIGURATION AND LENGTH OF EACH DRAIN LINE IS TO BE SHOWN ON THE SHOP DRAWINGS AND APPROVED BY THE ENGINEER. PLAN LIFT STATION No. 1 N. T. S. If CONSULTING CIVIL ENGINEERS, ,SURVEYORS & MAPPERS Partners For Results, IN C. Value By Design" S.W. Corporate Parkway, Palm City, Florida 34990 (561) 286-3883 Fax: (561) 286-3925 & FBPE License No: 959 www.ibfh.com NORTH HUTCHINSON ISLAND WASTEWATER TREATMENT FACILITY MODIFICATIONS MISC. DETAILS N SECTION J" G.I.P. 1 J" DISCHARGE HI LEVEL ALARM ,__�4" INLET FROM RE —USE PUMPS SEAL WATER PUMP #2 ON LEVEL CONTROLLERS. PUMP #1 ON BOTH PUMPS OFF MIN. LEVEL 5' DIA. X 15" CONCRTETE BASE W/ #4 ® 12" OCEW 2001 LBFH Inc LBFH PROJECT No: 00-0214 SHEET M-14 DtIO6.dwg 1. EXCAVATION AND BACKFILUNG AT STRUCTURES AND SLABS ON GRADE: a. EXCAVATION: THE EXCAVATION IS TO EXTEND TO THE FIRM SUBGRADE BENEATH THE PROPOSED STRUCTURE. THE LATERAL LIMITS OF THE BOTTOM OF THE EXCAVATION ARE TO BE 5—FOOT BEYOND THE LIMITS OF THE STRUCTURE IN ALL DIRECTIONS, INCLUDING ALL FOUNDATIONS, COLUMN SUPPORTS AND GRADE SLABS. b. BACKFILLING: BACKFILLING SHOULD COMMENCE AS SOON AS FEASIBLE AFTER THE EXCAVATION IS COMPLETE. THE EXCAVATION IS TO BE DEWATERED PRIOR TO PLACING AND COMPACTING THE BACKFILL. THE BACKFILL MATERIAL IS TO BE SUITABLE CLEAN GRANULAR MATERIAL.. BACKFILL IS TO BE SPREAD IN UNIFORM LIFTS, NOT TO EXCEED ONE FOOT IN DEPTH. LIFTS ARE TO BE COMPACTED TO 98X MAX.. DRY DENSITY IN ACCORDANCE WITH A.A.S.H.T.O. T-180. 2. LOCATE ALL. EXISTING UNDERGROUND CONDUITS, PIPE, CONTROLS, ETC., PRIOR TO CONSTRUCTION. 3. DRAIN LINE AT MASTER LIFT STATION IS TO BE SEALED WITH NON —SHRINK GROUT. EXISTING TO.B,� - 14'-0 V` SETBACK LINE (40' OFF EXIST. LAB/OFFICE BLDG 30'-2" BAR IS EQUAL TO ONE INCH ON ORIGINAL DRAWING 0 ammmoliIIIIIIIIIIIIIIIIll 1 ADJUST ALL SCALED DIMENSIONS ACCORDINGLY X PROPOSED T.O.B. FILL (SEE CONTRACTOR'S - NOTE 5, SHT. G-2) ALUMINUM LOUVER 5'Wx7'H (TYP.) � 8" CMU WALL FIN. FLOOR ELEVATION TO MATCH FIN. FLOOR OF EXIST. BLDG. SEE SHT. A-2 FOR DIMENSIONS TOOL ROOM/WORK SHOP L—(PROPOSED CHAIN LINK DOOR X X X X X CONSULTING CIVIL ENGINEERS, SURVEYORS 8t MAPPERS "'Partners For Results, LWIMINC. Value By Design" 3550 S.W. Corporate Parkway, Palm City, Florida 34990 (561) 286-3883 Fax: (561) 286-3925 BPR fk FBPE License No: 959 www.ibfh.com 4" PVC DRAIN 0 1.0% (TYP) FROM AIR HANDLING SYSTEM CONCRETE PAD FOR 1.5 TON HEAT PUMP. SEE y� CONTRACTOR'S NOTE 7. / r I 1° a AIR CONDITIONING 7I I a I UNIT 1 L. .4 CONTROL ROOM la I' 4 'I. 4 I°I� I � 4 1 14 I REMOVE EXISTING SIDEWALK AND REPLACE WITH NEW I Q SIDEWALK AFTER NEW BUILDING IS CONSTRUCTED 4 1 I a I,L - EAST . z TO BE F�CE BUILDI FROM AIR QUALITY / EQUIPMENT i EXISTING T,O.B. AIR DUCT FROM AIR QUALITY EQUIPMENT EXISTING OPERATION BUILDING. 4a ° ._4a a NEW ° 4 ° °. . SIDEWALK d a a .a d a —° a� _ ---- iI STORAGE (I REST ft00M GENERATOR N TANK SUBBASE L_L L I� Za EXISTING OFFICE TOBECONERTED TO I I N L J I (I LABORATORY -_J OFFICE Fr -111 GENERATOR ROOM WALL AC UNIT la EEI 16'-4" 9,_9i' 28.0' NCE OF THE NEW BUILDING IS ALIGNED WITH THE EAST F THE EXIST. OPERATIONS G VAT EXISTING - )NCRETE AND REMOVE JD REPLACE WITH 2.5 0_ 2.5 5 SCALE: 1" = 5 EXISTING PAVING r. IASPHALT EXISTING DRIVE T � fi I I _-- -X. X X X--------X\X II I X I I I I J �- ---------------------------------------------- X X X X X X- TO MASTER CLEAN —OUT, TYP. ALL ----'— ---------------- ------------=-- � LIFT STATION' CHANGES IN ALIGNMENT. SEE DETAIL, SHT. M-13. � c 2001 L.BFH Inc. NORTH HUTCHIN ON ISLAND LBFH PROJECT No: WASTEWATER TREATMENT FACILITY MODIFICATIONS 00 0214 SHEET STORAGE AND CONTROL BUILDING: SITE PLAN PLN—A1.dwg PREFABRICATED ENGINEERED TRUSSES 0 2'-0" O.C. WITH TRUSS ANCHORS ® EACH END (TYP.) ROOF SLOPE TO MATCH RUN & RISE OF ROOF ON EXISTING OPERATIONS BUILDING WUGHES LPTA (LOW PROFILE TRUSS V ANCHOR) 18 GAUGE, GALV. STEEL W 15-1DdX1 J" FASTENERS, OR EQUAL L1. NO. 1 HIP TRUSS SHALL HAVE 2 HUGHES LPTA. W/R FIRE CODE "C'" GYPSUM BOARD -ATTACH W/TYPE "S" DRYWALL SCREWS 7" O.C. - R-30 BATT INSULATION MIN. 8" X 12" CONTINUOUS CONCRETE PERIMETER BEAM W/2-#5 TOP AND BOTTOM W/#3 TIES @ 12" O.C. '235# ASPHALT SHINGLES ON 2 LAYERS 15# SATURATED ROOFING FELT TIN TAGGED TO 8" PLYWOOD J" EXPOSURE 1 C-D SHEATHING GRADE PLYWOOD OR BETTER ETAL DRIP .050" THICK ALUMINUM GUTTER W/BAKED ENAMEL FINISH fj�" '-0"1XWD. NAILER VENTED ALUMINUM JSOFFIT CEMENT STUCCOIPAINIED FASCIA LOR SELECTED BY OWNER FLUSH MORTAR JOINTS BOTH SIDES PRECAST CONCRETE U ° LINTEL, SEE O/H DOOR DETAIL SHT. A-4 6" CONC. SLAB WITH #4 AT 12" O.C. EACH n WAY 1-j" RECESS TO ACT AS WATER STOP FINISHED GRADE t 6 _ ill ill i� CLEAN COMPACTED FILL 6 ML. VISQUEEN VAPOR BARRIER UNDER ENTIRE SLAB 16" — 3" CLEAR 3-#5 CONTINUOUS 3" MIN. COVER TYPICAL ROOF SCALE: 3/4" = 1' Y 3 i p DATE BY REVISIONS VERIFY SCALE BAR IS EQUAL TO ONE INCH ON ORIGINAL DRAWING 0 ® 1 ADJUST ALL SCALED DIMENSIONS ACCORDINGLY CONSULTING CIVIL ENGINEERS, SURVEYORS & MAPPERS Partners For Results, CINC. Value By Design" 355 S.W. Corporate Parkway, Palm City, Florida 34990 (561) 286-3883 Fax: (561) 286-3925 B R & FBPE License No: 959 www.ibfh.com AW_n> 12' 5'-0' 5'-8' 5'-0' 8'-2' 3'-0'� 3'-0' V-7' 8" CMU WALL ALUMINUM LOUVER FIN. FLOOR ELEVATION TO MATCH FIN. 0 5'Wx7'H (TYP.) FLOOR OF EXIST. BLDG. SEE SHT. A-2 FOR DIMENSIONS n n I TOOL ROOM/WORK SHOP CONTROL ROOM 8' TYP. 0 I � 4 0' cu � x --� x� x x I / k r � ' 0 L PROPOSED CHAIN LINK DOOR `r I - rMi V-4' 3,0' 19'-1' 10' ROLL UP DOOR b 28'x32' STORAGE I � b Q C-2 COLUMN TIE (TYP.) C-3 COLUMN TIE (TYP.) C-1 COLUMN TIE (TYP.) :. (D O ;a' s _ 5'-0' 5'-9' 5'-)' I 5`0' FLOOR PLAIN #U -U M FOUNDATION PLAN SCALE: 1/4" = 1' FINISH SCHEDULE INTERIOR - SEE NOTES BELOW ROOM WALLS BASEBOARD FLOOR CEILING REMARKS STORAGE C.M.U./PAINTED CAULK WALL TO CONCRETE/PAINTED GYPSUM BOARD/PAINTED COLOR TO BE AREA 1 CT #210 PRIMER FLOOR JOINT 1 CT FLOOR-TITE PRIMER 1 CT DRYWALL PRIMER SELECTED BY 2 CT ELASTOMERIC 2 CT LATEX SATIN 2 CT LATEX SATIN OWNER MILDEW RESISTANT RICHARDS #640 RICHARDS #640 CONTROL C.M.U./PAINTED CAULK WALL TO CONCRETE/PAINTED GYPSUM BOARD/PAINTED COLOR TO BE ROOM 1 CT #210 PRIMER FLOOR JOINT 1 CT FLOOR-TITE PRIMER 1 CT DRYWALL PRIMER SELECTED BY 2 CT ELASTOMERIC 2 CT LATEX SATIN 2 CT LATEX SATIN OWNER MILDEW RESISTANT RICHARDS #640 RICHARDS #640 FINISH SCHEDULE NOTES: 1. COATING TO BE APPLIED AS PER MFG. RECOMMENDATIONS. 2. COATING SCHEDULE BASED ON RICHARDS PAINT: BROWNING AND CARLING ARE APPROVED EQUALS. NORTH HUTCHINSON ISLAND WASTEWATER TREATMENT FACILITY MODIFICATIONS STORAGE AND CONTROL BUILDING: FLOOR PLAN AND DETAILS OPENING SCHEDULE 6'-0" W. X 8'-0" H. (OPENING) A FIXED ALUMINUM LOUVERS WITH EXTERIOR ALUMINUM BIRD AND INSECT SCREENS. EQUAL TO AIROLITE CO. #K8746 3'-0" W. X 6'-B" H. (OPENING) X 1 J" FLUSH ALUMINUM DOOR, © WITH ALUMINUM THRESHOLD, DEAD BOLT LOCK AND LATCH SET, FIXED ALUMINUM TRANSOM ABOVE. SPEC. FOR 3' X 4' WINDOW 4'-0" © A.F.F. TO SILL HEIGHT. 10'-0" X 9'-0" PRE -FINISHED ALUM. D o ROLL DOOR W/ALL MOUNTING ACCESSORIES. HURRICANE RATED AND FITTED. 2001 LBFH Inc. i LBFH PROJECT No: 00-0214 SHEET A-2 PLN-S1.dwg DAiE BY REVISIONS EXISTING BUILDINC EXISTING BUILDING DOOR VERIFY SCALE BAR IS EQUAL TO ONE INCH ON ORIGINAL DRAWING 0 1 ADJUST ALL SCALED DIMENSIONS ACCORDINGLY ViNDOW FZT PUMP WEST SIDE IN K11131 MIR12 CONSULTING CIVIL ENGINEERS, SURVEYORS & MAPPERS Partners For Results, ePINCValue By Design" 3550 X Corporate Parkway, Palm City, Florida 34990 (561) 286-3883 Fax: (561) 286-3925 BP & FBPE License No: 959 www.lbfh.com Oro II � NORTH HUTCHIN ON ISLAND WASTEWATER TREATMENT ILITY MODIFICATIONS STORAGE AND CONTROL BUILDING: BUILDING ELEVATIONS (Cj 2001 LBFH 9nc. �! L.BFH PROJECT Ho: 00-0214 SKET : A- 3 PLN-A2.dw� HC ACCESSABLE ALUM, THRESHOLD D T IN SEALANT 11/2' MAX, a SLAB THRESHOLD DETAIL N.T.S. CONT. 6" X 6" X 4" STEEL ANGLE CONCRETE BEAM FLUSH WITH CEMENT PLASTER. ON "U" LINTELPROVIDE STEEL WASHERS TO ASSURE LEVEL ANGLE " CEMENT STUCCO CONT. DRIP EDGE-;444 Ln 'Y SHAPE " X 2 LONG COUNTERSINK MACHINE GROOVE CAULKED SCREWS IN EXPANSION SHIELDS ® 16" O.C. STAGGER ON EACH FACE TP AVOID CONFLICT 12, PRIME & PAINT W/ ANGLE FRAME OR AS RECOMMENDED BY PRE -CAST LINTEL MNFR. 1 Oka 00 1 1 1 ■EA 1101 1 1 GROUT -FILLED CELLS- 3000 PSI (TYPICAL) 4 1 2" X 4 1/2" CUT MASONARY INSPECTION & CLEAN-CUT HOLE DOWELS TO MATCH VERT. VERIFY SCALE BAR IS EQUAL TO ONE INCH ON ORIGINAL DRAWING 0 ® 1 ADJUST ALL SCALED DIMENSIONS ACCORDINGLY -8" X 8" CONCRETE U LINTEL W/1 HOR. #5 REBAR CONTINUOUS DOOR HEADER DETAIL N.T.S. 8"J16" CONCRETE COLUMN W/14-#5 BARS VERTICAL - • MASONARY OPENING J" X 2�" LONG COUNTER SUNK MACHINE SCREWS IN EXPANSION SHIELDS ® 16" O.C. STAGGER ON EACH FACE TO AVOID CONFLICT, PRIME & PAINT W/ ANGLE FRAME. �— DOOR TRACK CONT. 6" X 6" X J" STEEL • ANGLE FLUSH WITH CEMENT PLASTER. PROVIDE STEEL WASHERS TO ASSURE LEVEL ANGLE. V' SHAPED GROOVE CAULK J" CEMENT STUCCO O.�/H JAMB DETAIL N,T.S. ■ 'l PERIM. SEALANT ALL SIDES INUM LOUVER DRAINABLE o =S o- o w� 0 J LOUVER DETAIL N.T.S. CONSULTING CIVIL ENGINEERS, SURVEYORS & MAPPERS Partners For Results, INC. Value By Design" 355 S.W. Corporate Parkway, Palm City, Florida 34990 (561) 286-3883 Fax: (561) 286-3925 BP & FBPE License No: 959 www.lbfh.com 8" X 8" X 16" C.M.U. W/CONC. FILLED CELL & #5 VERT. REBAR DOOR JAMB, SEE SHT. N0. 13-\ v SEALANT CONT. 2' I Z-2" X 5 J" HOLLOW METAL DOOR FRAME " STUCCO (PAINTED) W/MASONARY ANCHORS EXTERIOR DOORS ONLY (MIN. 3 PER JAMB) FILLED W/GROUT (TYP.) JAMB DETAIL N.T.S. U PRECAST CONCRETE U LINTEL W/3 HOR. #5 REBAR CONTINUOUS, CAST-CRETE OR EQUAL. CONTRACTOR TO VERIFY U LINTEL SIZE & REBAR W/MANUFACTURER & SUPPLY THIS INFORMATION W/SHOP DRAWINGS. ROLL-UP111" HEADERDETAIL N.T.S, d ° C-1 d NORTH HUTCHINSON ISLAND WASTEWATER TREATMENT FACILITY MODIFICATIONS STORAGE AND CONTROL BUILDING: DETAILS ° ° , d ° C-2 C-3 ° d' DY d COLUMN SCHEDULE COL. NO. SIZE VERT. REINF. TIES C-1 8"X16" 4-5" 308" C-2 16"XEIN16" 7-5" #308 C-3 8"X8" 1-5" - LUMN TIE AR 2001 LBFH Inc. r LBFH PROJECT N 00-0214 SHEET A-4 DTL—A4.dwg J FIXTURE SCHEDULE TYPE WATT DESCRIPTION MFR. & MODEL B 80 SURFACE MOUNTED LITHONIA MODULAR FLUORESCENT 2M332—FW—PCI-120—ES—GLR w/PARABOLIC PLASTIC CUBE LOUVER. 2 — 32W TB LAMPS, ENERGY SAVING BALLAST H 30 EXTERIOR WALL BRACKET, LITHONIA COMPACT FLUORESCENT LAMPS WPCW-22DTTDWH 120V BALLAST, WET LOCATION AA 120 RECESSED 2x4 FLUORESCENT LITHONIA w/3-32W TB LAMPS ENERGY 2SPG332FWA12120 1/3 GEB SAVING BALLAST & PRISMATIC LENS 12 SURFACE MOUNTED LITHONIA SELF—CONTAINED EMERGENCY ELMH LIGHT w/2-6W HALOGEN LAMPS, 90 MIN. LEAP CA. BATTERY 12 EXIT LIGHT — LITHONIA ® SELF—CONTAINED LED LAMPS — LQMSWI&3R120 POLYCARBONATE CONST. 90 MIN. BATTERY ELECTRICAL SYMBOL LIST i WALL SWITCH - 1 POLE - 20 AMP, MOUNT 48" AFF, 42" AFF AT COUNTERS, QUIET TYPE 3 WALL SWITCH - 3 WAY - 20 AMP 4 WALL SWITCH - 4 WAY - 20 AMP DUPLEX RECEPTACLE ON GROUND FAULT GFI INTERRUPTER CIRCUIT, NEMA 5-15R SINGLE RECEPTACLE - 125/250V-30 AMP-NEMA10-30R O JUNCTION BOX - PRE -WIRED FOR CEILING FAN (INSTALLED BY OTHERS) ® TELEPHONE OUTLET AND JACK LOCATION. PRE -WIRE w/FIRE RATED TELEPHONE CABLE, 12" AFF OR AS NOTED. COMPUTER OUTLET LOCATION, 12" AFF. © COORDINATE LOCATION OF ALL OUTLETS w/OWNER'S REP. BEFORE WALLS, CLGS ARE CLOSED UP. TO-� THERMOSTAT LOCATION, 60" AFF. L CEILING OUTLET AND LIGHTING FIXTURE - -(Y}- LETTER DENOTES FIXTURE TYPE - SEE LIGHTING FIXTURE SCHEDULE WALL OUTLET AND LIGHTING FIXTURE ELECTRICAL PANEL WP WEATHERPROOF VERIFY SCALE BAR IS EQUAL TO ONE INCH ON ORIGINAL DRAWING 0 ® 1 ADJUST ALL SCALED DIMENSIONS ACCORDINGLY 10' ROLL UP DOOR CONSULTING CIVIL ENGINEERS, SURVEYORS & MAPPERS "Partners For Results, INC. Value Ry Design" 3550 St561 . Corporate Parkway, Palm City, Florida 34990 ) 286-3883 Fax: (561) 286-3925 BPR I FBPE License No: 959 www.lbfh.com 40'-0" LIGHTING FLOOR SCALE: 3/8" = 1'-0' NORTH HUTCHINSON ISLAND WASTEWATER TREATMENT FACILITY MODIFICATIONS STORAGE AND CONTROL BUILDING: LIGHTING PLAN AND DETAILS 2001 LBFH Inc. LBFH PROJECT No: 00 0 SHEET14.. A-5 PLN-A3.dwg Y Q LL cn O M aI 0 rz 0 J O_ a M N 0 Lo 2' i — — —------- .—.—.— I 4„ I PROLE LER M ET�R — - - - - - - - - - - - - - - - - 7 - - - - - - - - - - - - — - C1 _E-_ ' - - - - - - - , , , t � C202 ' EXIST. 8" 11 -2--------� TYP.) 1 c SLAB ELEV.-7.9 i cT PROVIDE LOCAL & READOUT OF INSTAN1NNEOUS EMOTE 1 I PIT MOUNTING DETAIL E1__�a FLOW. PROVIDE LOCAL FEADOUT OF FLOW TOTA IZATION 2" PUMP CONTROL VALVE #1 , i _ �'__-; /-- PUMP UP#1 a 0 v PIT 01 1 ------ - .' ' aVq ¢ I I 0 o' u- I I 0 O — ¢n I II Ot- I o -j I L w - — w I Li I N l I I D SC304X F, i I 1 I A-2,4 I (REUSE CONTROL PANEL DETAILS A A/C i E- I w I I I ( �I I 00 I � I I 1 I I I I I VFD !1 I I I A I I � I I j I BU DL NG I I I i VFD BUILDING LIGHTING PLAN A j I E-1 I "I I TRANSFORMER ;,(BELOW) I PANELBOARD -SEE SCHED."A" I (ABOVE) I C&W engineering ELECTRICAL CONSULTANTS 2326 S. CONGRESS AVE.. SURE 1F WEST PALM BEACH, FL 3340B (561) 642-5333 REGISTRATION NUMBERS C & W ENGINEERING FB0006245 DALE G. WALKER ELECTRICAL PE 36914 CHARLES DERI ELECTRICAL - PE 17774 GROUND I ROD TYP. I I EXTEND TO REUSE PUMPS (REMOTE CONTROL STATION INSIDE I 0 ERATOR'S OFFICE 4 1 , • i 1 I 1 I 1 I I I i I REUSE PUMP #1 REUSE PUMP #2 PUMP 1 1 UP #2 ' I rL- Z I I L J 1 5/8» —_ I 1 P/v _-� ----------- TIE CO3 c __ — n 9 TIE 0 n cD4 _-------�-------- �r _ --- --iJ I I�� --__1 0 1 I IIf c05v III YJ it I ill --Ir I Tit . III _a6j II, I LS2 �0 EXIST. 16%11" TEE ROTAS D TO ;HORIZ. POSI11 ON (2 ;TYP) I r 1 /f --------------------------------------------- ----- r l� t / f f� r i r t / / f / i f f t r / f / / r / / r r / f r r / f / r / r r f / r r / r t / / f r f + ✓ / f r r / + </ /f tx / y DATE BY REVISIONS ELECTRICAL LEGEND -- --� RACEWAY EXPOSED LIGHTING RACEWAY CONCEALED - - - - - - RACEWAY C014CEALED ---� RACEWAY TURNED UP/DOWN O MOTOR TRANSFORMER FUSE �n CIRCUIT': BREkKER CAPACITOR 0— LIGHTNING ARRESTER E SAFETY'LDIS ONNECT SWITCH, HP RATED II GROUND DUPLE , 140 AFF SIMPLEX, 1 AFF `f' SWITCH 48" FF, 3 SWITCH 48" FF, 3-WAY ❑1� JUNCTION B X II I PANELBOAR , ELECTRICAL EQUIP. ENCL LEVEL S PRESSUIj 0a0 LIMIT SN THERMA( HEATER'. } G PILOT LI 010 SELECTOR 0 0 o PUSH 9U o-a ON-OFE Q RED, M�II Or TIMING CI CO1 C01 CO2 A-3' ELECTRICAL SITE PLAN i GENERAL ELECTRICAL NOTES 0 IN CONTACT C OSED CONTACT C , FLOAT SWITCH METER PUSH BUTTON CONTROL REY, MOTOR STARTER, ETC. DENOTES CO DUIT TAG 01 DENOTES SEPARATE CONDUITS WITH SEPARATE WIRE DENOTES PA ELBI SCALE: 1/2" = 1' DEMO EACH EXIST REUSE PUMP AND APPURTANENCES VERIFY SC,AIaE_ BAR IS EQUAL 1-0 ONE INCH ON ORIGINAL DRAWING 0 1 ADJUST ALL SCALED DIMENSIONS ACCORDINGLY CONSULTING CIVIL ENGINEERS, SURVEYORS & MAPPERS Partners For Results, IF INC. Valve By Design" S.W. Corporate Parkway, Palm City, Florida 34990 (561) 286-3883 Fax: (561) 286-3925 & FBPE License No: 959 www.lbfh.com A, CIRCUIT 3 NORTH HUTCHINSON ISLAND WASTEWATER TREATMENT FACILITY MODIFICATIONS ELECTRICAL SITE PLAN CR CONTROL RELAY CID CONTROL PANEL DHt A.B. DATA HIGHWAY PLUS INTERFACE DISC DISCONNECT SWITCH ETM ELAPSED TIME METER F FUSE GFCI GROUND FAULT INTERRUPTER HOA HAND -OFF -AUTO HOR HAND -OFF -REMOTE LA LIGHTNING ARRESTER LS LIMIT SWITCH M MOTOR STARTER MCC MOTOR CONTROL CENTER MLO MAIN LUG ONLY NF NON FUSED OL OVER LOAD RELAY PB PUSH BUTTON PM POWER MONITOR RCP REUSE CONTROL PANEL R,G,A RED, GREEN, AMBER PILOT LIGHT RGS RIGID GALV. STEEL RO READ OUT SA SURGE ARRESTER SS SELECTOR SWITCH, 316 STAINLESS STEEL TC TIME CLOCK TS TEST SWITCH WP WEATHER PROOF WW WIRE WAY VFD BUILDING LIGHTING PLAN SCALP: 1/2" = 1' NT ,LENT E --1 2000 LBFH Inc. LBFH PROJECT No: 00 0214 SHUT." PLN-E1.dwg EXIST AB SLC502 PLC I/O AB SLC504 PLC 1/0 I I I W o I n xN� o n- cn W W W W K O U O Ld in w W I- J> Z O W J> Z M p Q_ �o �¢o =«o n ov z¢�=aao o V 0 W cnw MN �+- cnw w I I I �} �oo000 Os o�N I fn �< � � a — � qOQ q � _ QQ Q O -- ??? L ?FT?--T?"-T?.- �T- IIIIIII I II IIIIlII II I I I I I I ! I I I I I R A I z R z M A I OPERATOR RO RO G I I = W a = Ir n- INTERFACE aFa:F� ®oo no® I I VFD NO. 1 I I! I VFD N0. 2 1 I I I I I CP4 I I I I I I I RCP FIELD I I! I I I l o I I U I FIELD IU o a a JIi N I V EXIST HIGH WATER ALARM N U N M EXIST LOW LEVEL ALARMS J O -�---- ----� 0 EXIST LOCK OUT PUMP REMOTE CONTROL STATION FIT OPITLS1 - — 01 TO DIST. LS2El- PUMP 1 J IF— — REUSE REUSE PUMP 2 J W J w J ®� ® O o w w a¢ aQ PROVIDE COMMUNICATION CABLES AND CONNECTORS AS REQUIRED FEXIST AB SLC5012 SLC 504 F SCTURE DA PLC PLC NODE ®CP4 @RCP AT OPERATORS OFFICE AB DATA HIGHWAY PLUS, FUTURE M un PLC INTERCONNECTION DIAGRAM NTS C&W engineering ELECTRICAL. CONSULTANTS 2326 S. CONGRESS AVE.. SUITE 1F WEST PALM BEACH, FL• 33406 (561) 642-5333 REGISTRATION NUMBERS C & W ENGINEERING EB0006245 DALE G. WALKER ELECTRICAL PE 36914 CHARLES DERI ELECTRICAL PE 17774 LIM= VERIFY SCALE BAR IS EQUAL TO ONE INCH ON ORIGINAL DRAWING 0 � 1 ADJUST ALL SCALED DIMENSIONS ACCORDINGLY 480V 30 LOAD CALCULATION TOTAL LOADS LOADS AMPS 75HP 75HP 125% 15KVA BACK-UP OF LARGEST MOTOR TRANSFORMER LOAD 96 24 31 TOTAL 151 SERVICE PROVIDED: 1 C/0 250 MCM CU. PECIFIC ELECTRICAL NOTES CONTRACTOR TO DEMO (2) EXIST COMINATION STARTER FOR THE FORMER HSP STARTERS. PROVIDE NEW CB FOR NEW RCP CIRCUIT AT VFD BLDG. ENERAL ELECTRICAL NOTES CONTRACTOR SHALL DELETE FORMER REUSE PUMP CONTROL LOGIC FROM EXIST PLC PRGM. CONSULTING CIVIL ENGINEERS, SURVEYORS & "PartMAPAPR&Sults, Fm INC. Value By Design" S.W. Corporate Parkway, Palm City, Florida 34990 (561) 286-3883 Fax: (561) 286-3925 & FBPE License No: 959 www.lbfh.com EXIST. GND RCP I EXIST 48OV, 30, 300A, CP4 C 13P-250 0 C 3P-250 C 13P-125 3-250,1 # 1,3°C 480V, 30 3W, 600 AMP, NEMA 12, 42KAIC MIN. C13P-125 3% 3% REACTOR REACTOR VFD 1 I VFD 1 OUTPUT OUTPUT FILTER FILTER VFD T.- E& T M VFD T- & =r REUSE PUMP 1 U N U O r'7 M 0 M LO to CA �Po 75 REUSE PUMP 2 ELECTRICAL ONELINE PANELBOARD SCHEDULE A C13P-50 U O cn 0 U PNLBD „A„ SEE SCHED PHASE MONITOR �LP T SC C 2P-20 C 100A I I � 1 PLC CONTROLS SEE SCHEMATIC C07 3#8,3/4"C 15KVA,10,48OV: 120/240V XFMR 1 #4,3/4"C X U 00 Lnaf w o- 0- 0 JU STORAGE AND CONTROL BLDG. WIRE SIZE COND SIZE BUS AMPS LOAD POLES AMPS BUS L1 L2 JAMPS POLES LOAD BUS AMPS WIRE SIZE COND SIZE L1 L2 L1 L2 3#6 1/2 4 INTERIOR LIGHTING 1 20 1 3 5 7 9 2 4 6 8 10 12 30 2 A/C LOAD 17 4#10 3/4 3#6 1/2 1 WALL PACK 1 20 17 3#6 1/2 2 RECEPTACLES (GFI) 1 20 30 2 SPARE SPARE 1 20 SPARE 1 20 20 1 1 SPARE SPARE 1 t20j11 20 1 SPARE TOTAL AMPS: BUS Ll ___ BUS L2_ CONNECTED Kva____ RATED VOLTAGE: 0 120/240 ❑ 1 PHASE, 3 WIRE BRANCH POLES: ®12 ❑20 ❑30 042 APPROVED MF'RS. C-H, ITE, SQD OR GE ONLY RATED AMPS: ❑100 ❑225 ❑400 060 CABINET: ® SURFACE ❑ FLUSH NEMA .1 ❑3R ❑4X ❑ MAIN LUGS ONLY MAIN 60 AMPS E BREAKER ❑ FUSED SWITCH ® HINGED DOOR 0 KEYED DOOR LATCH ❑ FUSED E CIRCUIT BREAKER (BOLT -IN) BRANCH DEVICES ❑ TO BE GFI BREAKERS FULL NEUTRAL BUS GROUND BUS ALL BREAKERS MUST BE RATED TO INTERRUPT A SHORT CIRCUIT ISC OF 10,000 AMPS SYMMETRICAL. NORTH HUTCHINSON ISLAND WASTEWATER TREATMENT FACILITY MODIFICATIONS ELECTRICAL DIAGRAMS E-2 2000 L8FH Inc. LBFH PROJECT No: 00-0214 SHEET E-2 PLN—E2.dwg EXHAUST FAN READOUTS, TYPICAL OPERATOR INTERFACE, TYPICAL 36" -------------- MAIN CONTROL PANEL uuu 0� 1 4 G MM LOU""' U. ,508 I I I UPS SYSTEM I 72" -FLUORESCENT FIXTURE, 1-40W, 48" STRIP, TYPICAL ------------ L----------_A ENCLOSURE: NEMA 12, 3PT. PAD LOCKABLE HANDLE, REMOVABLE LIFTING EYES, MIN. DIMENSIONS 90"H�X 20"D X 108"W, REMOVABLE CENTER POST ENCLOSURE SHALL BE FIELD ASSEMBLED FROM TWO SE ARATE AND ADJOINING SECTIONS. PROVIDE SIDE CUT-OUTS FOR ADJOINING SECTIONS. TERMINALS FOR FIELD WIRING PLC SYSTEM FUTURE I/O SPACE n L�J COPPER GROUND BUS TYPICAL C&W engineering ELECTRICAL CONSULTANTS 2326 S. CONGRESS AVE.. SURE 1F WEST PALM BEACH, FL.. 33406 (561) 642-5333 REGISTRATION NUMBERS C & W ENGINEERING E80006245 DALE G. WALKER ELECTRICAL PE 36914 CHARLES DERI ELECTRICAL PE 17774 RELJSE CONTROL PANEL - FRONT VIEW NTS LEXAN SHIELD, TYPICAL In VFD 1 W/BYPASS EE 1#2 BOND TYPICAL A SE CONTROL PANEL SUBPL.ATE REUSE CONTROL PANEL DETAILS NTS PADLOCKABLE HANDLE / EXHAUST FAN PILOT DEVICES PROGRAMMING KEYPAD VERIFY SCALE BAR IS EQUAL TO ONE INCH ON ORIGINAL DRAWING 0 1 ADJUST ALL SCALED DIMENSIONS ACCORDINGLY 0 rn 3/4" 316 SS ANCHOR BOLTS [NEUPSt- PLC I/O FULL SIZE RACK PLC RACK PLC POWER CPU SUPPLY , T LCD HMI 1/2" GALVANIZED HARDWARE GASKET FOR INTERCONNECTION GASKET 20" I I I I f I I I I �I I I I I I I I I I I I I I I I I t I i I I I I I I I I I c� I I I I I I I I I I I I I I I I ;L I I I I I I I � J FINISHED FLOOR MAIN CONTROL PANEL - SIDE VIEW NTS CONSULTING CIVIL I� ENGINEERS„ SURVEYORS & 11 PartMAPFA4R§esvtts, I INC. Value By Design" 355 S.W. Corporate Parkway, Palm City, Florida 34990 (561) 286-3883 Fax: (561) 286-3925 B R & FBPE License No: 959 www.ibfh.com NORTH HUTCHINSON ISLAND WASTEWATER TREATMENT FACILITY MODIFICATIONS —.. � ELECTRICAL REUSE PANEL DETAILS M 4-20MADC — — — — — FIT FLOW ?? u n 4-20MADC PIT PRESSURE ----- — 0-100 PSI G E-4 2000 LBFH Inc. LBFH PROJECT No: 00-0214 SHEET E-4 11-11— PLN—E4.dw9. SPECIFIC ELECTRICAL NOTES (D POROVIDE UPS, BEST, 700 VA MINIMUM, STANDARD RUN TIME VPS 120VAC IM ® CONTROL STATION ETM CR130 /--N TD100 ` TD100 .. RGENCY STOP LH-O-R RP2 CR121 CONTROL STATION H-O-A + X -0 PLC X o -fl—i X -�- SPEED CONTROL -o I Xo-7 FROM KEY PAD -�-XX� _ X_ ®_ __�_ SPEED CONTROL FROM PLC VFD VFD l n CR122 CR122 MODE VFD BYPASS CR121 X M n VFD o �_ ! X VFD n M J rn 0 En C&W engineering ELECTRICAL CONSULTANTS 2326 S. CONGRESS AVE., SUnE 1f WEST PALM BEACH, FL 33406 (561) 642-5333 REGISTRATION NUMBERS C & W ENGINEERING E80006245 DALE G. WALKER ELECTRICAL PE 36914 CHARLES DERI ELECTRICAL PE 17774 TD102 0-3 SEC ®MTR WINDINGS CR123 M WIHEDATG FDVI-� R CFt123 TD100 TD101 J. VFD CHECK HECK VALVE M CLOSE L.S. TD103 �°- r, 0 0-5—SEC j� �C TD103 -ono n CR124 LAUTO SPEED INPUT PLC ANALOG AO OUT -PUT AUTO -SPEED - - CONTROL RUNNING ON VFD G � CR111 R DIAGNOSTICSVFD INTERNAL CR112 - _ VFD FAULT ❑---{ �--� RUNNING VFD MODE CONSTANT SPEED MODE REUSE PUMP 1 VFD/BYPASS SCHEMATIC TYPICAL OF 2 REVISIONS SQD CONTROL STATION ENCLOSURE, NEMA 4X S.S. WITH NUMBER OF HOLES AS REQUIRED. STAGGERED 6> m START 1. REUSE PUMP #1 H-O-A DELAY O� ( f ( 2. REUSE PUMP #2 H-O-A 0 0 START SEAL IN OVERTEMP RUNNING ONEQKDVALVE FAULT VFD FAULT VERIFY SCALE BAR IS EQUAL TO ONE INCH ON ORIGINAL DRAWING 0 ® 1 ADJUST ALL SCALED DIMENSIONS ACCORDINGLY L Y. 120V C CCB1 1P-40 C C C C GFCI l t LUwI rL LIUf11 �- 111 PUMP 1 HEATER -VVV- -0- 211 PUMP 2 HEATER UPS Cl U RP1 CONTROL FLASHER PLC FAULT I RP2 CONTROL I CR5 lil REUSE PUMP MAIN CONTROLS SCHEMATIC TYPICAL FOR REUSE PUMP 1 AND 2 If CONSULTING CIVIL ENGINEERS, SURVEYORS & "PartM�?�§esults, INC. Value By Design" 150 S.W. Corporate Parkway, Palm City, Florida 34990 (561) 286-3883 Fax: (561) 286-3925 BPR & FBPE License No: 959 www.lbfh.com PANEL ALARM LIGHT ALARM HORN REUSE PUMPS REMOTE CONTROL STATION NTS; LOCATED AT OPERATOR'S OFFICE wri "I I.I PIT MOUNTING DETAIL NTS NORTH HUTCHINSON ISLAND WASTEWATER TREATMENT FACILITY MODIFICATIONS ELECTRICAL RCP SCHEMATICS L VIDE TAP REQUIRED E-3 2000 LBFH Inc r LBFH PROJECT No: 00-0214 .,.S.�.. ..,.., SHEET E 3..,�„a PLN-E3.dwg Thomas Lucido & Associates Land Planning/Landscape .Architecture 100 Avenue A, Suite 2A, Ft. Pierce, Fl. 34950 561-467-1301, Fax 561-467-1303 322 Georgia Ave., Stuart, Fl. 34994 561-220-2100, Fax 561-223-0220 (Lucido & Assoc.) 800 N. Highland Ave., Suite 208, Orlando, Fl. 32803 407-839-3701, Fax 561-872-0869 North Hutchinson Island Treatment Plant Ft. Pierce, Florida a' i BX24d ti16.98 between the existing clusters of oleander- i-junt L I St Symbol Qty, Pa(ms SP 40 Trees CE 27 CS CO MC CU Shrubs and FAK SER CHR LAN HYM '.f*q SPA BUR ACR E. 31 40 5 283 145 212 449 261 368 189 436 293 Comm h name —Botanical name Specification SABA PALM -Saba( palmetto 10' 4' ht, , booted, fie id grown GREEN BUTTONWOOD-Conocarpus erectus 14' it. x 7' sprd, , mu t t i -stem, coot, grown GEIG R TREE-Cordia sebestena 10' - 2' ht. 6' sprd. , 2' cat. min, , field grown SILV R BUTTONWOOD-Conocarpus erectus'sericeus N' ht, , multi -stem, cont. grown YRTLE-Myrica cerifera ' ht. , mutt) -stem, field grown RAPE-Cocco(oba uvifera %2' t, standard fAKA ATCHEE GRASS-Tripsacum dactyloides 18-E ' ht., 3 gat., full, 42' o, c. SAW ALMETTO-Serenoa repens 20-2 ' , 7 gat, , 36' o, c. COC❑ LUM-Chrysobalanus icaco 3 ga , , fu ( 1, 30' o. c 'NEW GOLD' LANTANA-Lantana camara 1 ga , , ;fut t, 18, o, c, SPID R'LILY-Hymenocallis tatlfolia 1 ga ., ful1, 18' o, c DUNE SUNFLOWER-Hetianthus debitis Lga „ ful 1, 24' o, c, SALTI EADOW CORDGRASS-Spartina patens 1 gat,, full,_ 24' o, c. SEA 6XEYE DAISY-Borrichia arborescens 1 go.( , ful 1, 18' o, c LE ATIIIER FERN-Acrostichum daneaefolium 1 ga U, , fu t 1, 24' o, c. I 0 SHADE TREES SHALL HAVE A SINGLE, STRAIGHT TRUNK WITH THIN BRANCHES BY 1/4 OF TOTAL MASS, RETAIN THE NATURAL SHAPE SPROUTS CLEANLY REMOVED AND BRANCHING UNIFORMLY DISTRIBUTED. OF THE PLANT. ALL PRUNING SHALL BE COMPLETED PRIOR TO — INSTALLATION UNDER THE DIRECTION OF THE ENGINEER. REMOVE LOWER BRANCHES AS DIRECTED BY THE ENGINEER. PAINT ALL CUTS, 1" OR > IN SIZE, WITH APPROVED TREE PAINT, 1991,1E BATTENS W/2 3/4" HIGH CARBON STEEL BANDS TO MINIMUM 3 (2" X 4") WOOD BRACES. HOLD BATTENS IN PLACE NO NAILS SHALL BE DRIVEN INTO TREE. HEIGHT OF REMOVE BURLAP FROM THE TOP 1/3 OF BATTENS SHALL BE LOCATED FORADEQUATE BRACING OF TREE. THE ROOTBALL (ENGINEER'S DISCRETION). 5 (2- X 4" X 16") WOOD BATTENS - MINIMUM 3" MULCH — 5 LAYERS OF BURLAP (SEE PLANTING NOTES). STEEL BAND TOP OF BURLAP BALL SHALL BE AT LEAST 1- ABOVE -- ADD AGRIFORM TABLETS AS SPECIFIED. THE FINISHED GRADE. BUILD 4-S' CONTINUOUS SAUCER AROUND THE TREE PIT TO HOLD THE WATER. ROOTBALLS GREATER THAN 2' IN DIAMETER SHALL SIT MOUND OF UNDISTURBED SOI L TO PREVENT SETTLING, —2"X 4" X 24" STAKE �® BALLS SMALLER THAN 2' IN DIAMETER MAY SIT ON FINISHED GRADE COMPACTED EARTH. _I = SEE SPECIFICATIONS FOR BACKFILL MIXTURE. DIAMETER OF THE HOLE SHALL BE TWICE THE BALL DIAMETER. FOR ROOTBALLS 2' AND GREATER, HOLE SHALL BE III FILL MATERIAL SHALL CONSIST OF AT LEAST 1/3 NATIVE SOIL FROM HOLE DUG FOR PLANT. 2' LARGER THAN THE BALL DIAMETER. —I =III! �I_=LI.I. TREE CALIPER SHALL BE MEASURED AT 3 1/2 FEET ABOVE GRADE. TREE PLANTING (6" CALIPER & UP) N.T.S. THIN BRANCHES BY 1/4 OF TOTAL MASS. RETAIN THE NATURAL SHAPE OF THE PLANT. ALL PRUNING SHALL BE COMPLETED PRIOR. TO INSTALLATION UNDER THE DIRECTION OF THE ENGINEER. PAINT ALL CUT, 1" OR > IN SIZE, WITH APPROVED TREE PAINT. REMOVE BURLAP FROM THE TOP 1/3 OF THE ROOTBALL (ENGINEER DISCRETION). MINIMUM 3" MULCH (SEE PLANTING NOTES). TOP OF BURLAP BALL SHALL BE AT LEAST - 1" ABOVE THE FINISHED GRADE. DIAMETER OF THE HOL E SHALL BE TWICE THE BALL DIAMETER. FOR ROOTBALLS 2' AND GREATER HOLE SHALL BE 2' LARGER THAN THE BALL DIAMETER. ROOTBALLS GREATER THAT 2' IN DIAMETER SHALL SIT ON MOUND OF UNDISTURBED SOIL TO PREVENT SETTLING. BALLS — SMALLER THAN 2' IN DIAMETER MAY SIT ON COMPACTED EARTH. VN V REMOVE LOWER BRANCHES AS DIRECTED BY THE ENGINEER. NO NAILS SHALL BE DRIVEN INTO TREE. TREE TRUNK SHALL BE FREE OF ANY SCARS. TREE CALIPER SHALL BE MEASURED AT 3 1/2 FEET ABOVE GRADE. USE 3-3" ELASTIC GUYS, EVENLY SPACED AROUND TREE BUILD 4-6" CONTINUOUS SAUCER AROUND THE TREE PIT TO HOLD THE WATER. 2" x 4" x 24- STAKE FINISHED GRADE SEE SPECIFICATIONS FOR BACKFILL MIXTURE. —1 I I- I _ FILL MATERIAL SHAL L CONSIST OF AT I- I — — �� LEAST 1/3 NATIVE SOIL FROM HOLE DUG FOR PLANT. ADD AGRIFORM TABLETS AS SPECIFIED. TREE PLANTING (2"-6" CALIPER) N.T.S. IRREGULAR & MULTI —STEM TREE N.T.S. TOP OF BURLAP BALL SHALL BE AT LEAST 1" ABOVE THE FINISHED GRADE. RETAIN THE NATURAL SHAPE OF THE PLANT. NO PRUNING SHALL BE DONE PRIOR TO INSTALLATION, APPROVAL, AND DIRECTION BY THE ENGINEER. USE 3-3" ELASTIC GUYS, EVENLY SPACED AROUND TREE 3" MULCH LAYER. SEE PLANTING NOTES. BUILD 4-6" CONTINUOUS SAUCER AROUND THE TREE PIT TO HOLD THE WATER. 2" x 4" x 24" STAKE (PRESSURE TREATED - GREEN PAINT IS OPTIONAL) ROOTBALLS GREATER THAN 2' IN DIAMETER SHALL SIT ON MOUND OF UNDISTURBED SOIL TO PREVENT SETTLING. ROOTBALLS SMALLER THAN 2' IN DIAMETER MAY SIT ON COMPACTED EARTH. DIAMETER OF HOLE FOR BALL TO 2' SHALL BE TWICE THE DIAMETER OF THE ROOTBALL. DIAMETER OF THE HOLE FOR ROOTBALLS 2' & GREATER SHALL BE 2' LARGER THAN THE DIAMETER OF THE BALL. FILL MATERIAL SHALL CONSIST OF AT LEAST 1 NATIVE SOIL FROM THE HOLE DUG FOR THE PONT. SEE SPECIFICATIONS FOR BACKFILL MIXTURE. Thomas Lucido & Associates Land Planning/Landscape Architecture 100 Avenue A. Suite 2A, Ft. Pierce, Fl. 34950 561-467-1301, Fax 561-467-1303 322 Georgia Ave., Stuart, Fl. 34994 561-220-2100, Fax 561-223-0220 (Lucido & Aaeoo.) 800 N. Highland Ave., Suite 208. Orlando, Fl. 32803 407-839-3701, Fax 561-872-0869 North Hutchinson Ft. Pierce, Florida Landscape Plan 0 0 0 0 Scale NTS &./CAectea DB/GB Job Number B202 CeDD/rue No. B202-detailala Dat.IT, . 11.16.98 Island Treatment Plant FINISHED GRADE 3" MULCH SEE - PLANTING NOTES PLANTING NOTES: FERTILIZER FERTILIZERS SHALL BE SLOW RELEASE, UNIT DRY AND FREE FLOWING. THE FERTILIZER SI TO THE SITE IN THE ORIGINAL UNOPENED B THE MANUFACTURERS STATEMENT OF ANALY: THE FOLLOWING REQUIREMENTS: SIX (6) PEI NITROGEN,SIX (6) PERCENT PHOSPHOROUS,A PERCENT POTASSIUM. FERTILIZER SHALL BE ALL SHRUBS (1/3 LB PER 3 GAL POT, 1/4 POT) AND GROUNDCOVER. THE SOD STARTEF FERTILIZER MIXTURE SHALL BE A 5-10-10 FERTILIZER ANALYSIS IS REQUIRE AND SHRUBS OVER 5' IN HEIGHT (1/2 LB SPREAD). AGRIFORM TABLETS WITH TWENTY NITROGEN, TEN (10) PERCENT PHOSPHOROU PERCENT POTASSIUM IN 21 GRAM SIZES SH ALONG WITH THE FERTILIZER PROCESS (1 A { PRINTS. 2 WITH 3 GAL PLANTS AND 2 TAB OF TREE TRUNK CALIPER). MAGNESIUM SULF APPLIED TO ALL PALMS AT INSTALLATION Al 1/2 LB PER INCH OF TRUNK CALIPER. MAN BE APPLIED AT THE SAME RATE. MULCH MULCH MATERIAL SHALL BE COLORED 'A' G CYCLED MULCH AND MOISTENED AT THE TIk PREVENT WIND DISPLACEMENT. MULCH SHAL MINIMUM OF 3" DEPTH IN PLANTING BEDS. BE PLACED WITHIN 6" OF TREE OR PALM T SOD THE SOD SHALL BE CERTIFIED TO MEET FL( PLANT BOARD SPECIFICATIONS,ASSOLUTELY 1 VARIETAL TYPE,AND FREE FROM WEEDS,FUNI AND DISEASE OF ANY KIND. SUBSTITUTIONS NO SUBSTITUTION OF PLANT MATERIAL TYPE ALLOWED WITHOUT WRITTEN AUTHORIZATION LANDSCAPE ARCHITECT OF RECORD. CONTAiI MATERIAL WILL NOT BE ACCEPTED AS A SU B & B MATERIAL UNLESS PREVIOUSLY APPE INTENDED SUBSTITUTIONS SHALL BE SPELLE MEASUREMENTS SHADE TREES: HEIGHT SHALL BE MEASURE[ TO THE AVERAGE BRANCH HEIGHT OF CANC SHALL BE MEASURED TO THE END OF BRAD AROUND THE CROWN FROM THE CENTER OF MEASUREMENTS ARE NOT TO INCLUDE ANY GROWTH. SINGLE TRUNK TREES SHALL BE F CROTCHES THAT COULD BE POINTS OF WEA ST RUCTURE OR DISEASE INFESTATION. SHRUBS: HEIGHT SHALL BE MEASURED FROI TO THE AVERAGE POINT WHERE MATURE PL STOPS. SPREAD SHALL BE MEASURED TO T BRANCHING EQUALLY AROUND THE SHRUB I MEASUREMENT AREA NOT TO INCLUDE ANY GROWTH. PALMS: CLEAR TRUNK SHALL BE MEASURED GROUND AT THE TIME OF INSTALLATION TO WHERE THE MATURE AGED TRUNK JOINS TF OR GREEN PORTION OF THE TRUNK OR HE/ GREY WOOD (G.W.) - SHALL BE MEASURED GROUND AT THE TIME OF INSTALLATION TO HARDENED TRUNK. OVERALL HEIGHT (O.A.) - SHALL BE MEASI GROUND AT THE TIME OF INSTALLATION TO FROND HEIGHT. PALMS WITH MARRED OR BURNED TRUNKS ACCEPTED. PALM TREE PLANTING PLANTING SOIL AND BACKFILL PLANTING SOIL SHALL BE RECYCLED TOPSOIL RECYCLED TOPSOIL SHALL CONSIST OF A STABILIZED MIXTURE OF OM IN COMPOSITION, GROUND YARD TRIMMINGS AND POSSIBLY BIOSOLIDS PROCESSED ACCORDING TO STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL ALL BE DELIVERED PROTECTION GUIDELINES FOR THE PROCESSING AND DISTRIBUTION OF )S, EACH BEARING SLUDGE COMPOST. RECYCLED TOPSOIL SHALL ONLY BE SAND SHALL MEET, OBTAINED FROM A STATE PERMITTED RECYCLING FACILITY WHICH IS :ENT ALSO D.O.T. CERTIFIED AND STORES PRODUCT ON A PAD WITH A ) SIX (6) CURRENT NEMATODE CERTIFICATION FROM FLORIDA DEPARTMENT OF AGRICULTURE. RECYCLED TOPSOIL SHALL HAVE THE FOLLOWING PPLIED TO CHARACTERISTICS: LB PER 9 GAL - WEED FREE - MOISTURE CONTENT 50% BY WEIGHT MAXIMUM NALYSIS. A - WATER HOLDING CAPACITY 200% BY WEIGHT MINIMUM ON ALL TREES - CARBON TO NITROGEN RATIO LESS THAN 25 TO i - ORGANIC MATTER CONTENT 40% BY DRY WEIGHT MINIMUM iR 5' OF SOLUBLE SALTS LESS THAN 3 MMHOS/CM i0 PERCENTY- - PH RANGE 7.0 - 7.9 FIVE (5) - MINIMUM NUTRIENT LEVELS AS FOLLOWS: -L BE APPLIED MACRO NUTRIENTS. NITROGEN (N) - 1% MINIMUM, WATER INSOLUBLE H 1 GAL NITROGEN 90% MINIMUM, PHOSPHORUS (P) - 0.5% MINIMUM, :TS PER POTASSIUM K - 0.2% MINIMUM AND OTHERMACRO AND MICRO NUTRIENTS. THE RECYCLED TOPSOIL SHALT CONTAIN LEVELS OF THOSE 7E SHALL BE MICRO NUTRIENTS NECESSARY FOR PLANT GROWTH. THESE INCLUDE A RATE OF CALCIUM, MAGNESIUM, SULFUR, BORON, COPPER, IRON, MANGANESE 4NESE SHALL AND MOLYBDENUM. RECYCLED TOPSOIL NOT MEETING THESE REQUIREMENTS WILL NOT BE ACCEPTED. BACKFILL: WE CERTIFIED RE- ALL NEW AND TRANSPLANTED PLANT MATERIAL (INCLUDING NEW SOD) OF .APPLICATION TO SHALL BE PRINTED ONLY AFTER PREPARATION OF EXISTING SOIL BE APPLIED TO A AS FOLLOWS: IULCH SHALL NOT SPREAD A LAYER OF 3" DEPTH OF RECYCLED TOPSOIL (AS DEFINED ABOVE) LINKS. OVER THE ENTIRE PLANTING AREA. THE TOPSOIL SHALL THEN BE UNIFORMLY DISKED, TILLED OR AERIFIED INTO THE EXISTING SOIL TO A DEPTH OF 12" UNDERNEATH SHRUBS AND GROUNDCOVERS, 'IDA STATE 6" UNDERNEATH SOD AND TO A DEPTH OF 36" FOR THE TREE UE TO PITS, WITH THE FOLLOWING EXCEPTION: NO ROTOTILLING OR IS,INSECTS DISKING SHALL OCCUR CLOSER TO THE TRUNKS OF ESTABLISHED PLANTS THAN ONE HALF (1/2) THE DISTANCE OF THE CANOPY FURTHER OUT FROM THE DRIP LINE OF THE EXISTING PLANT CANOPY, ALL PLANTS, INCLUDING HEDGES AND GROUND COVER SHALL BE PLANTED OR SIZES WILL BE IN INDIVIDUALLY DUG HOLES AND THE MATERIAL DUG FROM THE HOLES 'ROM THE SHALL THEN BE FURTHER MIXED WITH THE PREPARED SITE SOIL PRIOR :R GROWN TO BACKFILLING OF THE PLANTING HOLES AROUND THE ROOT BALLS. STITUTE FOR NO ADDITIONAL BACKFILL SOIL SHALL BE USED. VED. AN EXCEPTION ARE PLANTING PITS FOR CABBAGE PALMS, WHICH SHALL OUT IN BID. BE BACKFILLED WITH CLEAN NATIVE SAND ONLY. REMOVE EXCESS MATERIAL TO PROVIDE PROPER FINISHED GRADE. FROM GROUND ALL PLANTING PITS AND PLANTING AREAS SHALL BE AMENDED WITH Y. SPREAD AGRODIAMONDS (E)PER MANUFACTURERS SPECIFICATIONS. THING EQUALLY THE TRUNK. PLANT MATERIALS ERMINAL EE OF "V" TREES, PALMS, SHRUBS,GROUND COVERS: LIMB PLANTSPECIES AND SIZES SHALL CONFORM TO THOSE INDICATED IN THE DRAWINGS. NOMENCLATURE SHALL CONFORM TO STANDARDIZED THE GROUND PLANT NAMES, 1942 EDITION. ALL NURSERY STOCK SHALL BE IN NT GROWTH ACCORDANCE WITH GRADES AND STANDARDS FOR NURSERY PLANTS, PARTS I & 11, LATEST EDITION PUBLISHED BY THE FLORIDA DEPARTMENT END OF OF AGRICULTURE AND CONSUMER SERVICES, UNLESS SPECIFIED LSS. OTHERWISE. ALL PLANTS SHALL BE NORMAL FOR THE VARIETY AND ERMINAL FLORIDA GRADE NUMBER 1 OR BETTER AS DETERMINED BY THE FLORIDA DIVISION OF PLANT INDUSTRY. FROM THE SPECIMEN MEANS AN EXCEPTIONALLY HEAVY, SYMMETRICAL. TIGHTLY 'HE POINT KNIT PLANT, SO TRAINED OR FAVORED IN ITS DEVELOPMENT THAT FIRST APPEARANCE IS UNQUESTIONABLE AND IT IS OUTSTANDINGLY SUPERIOR IMMATURE IN FORM, NUMBER OF BRANCHES, COMPACTNESS AND SYMMETRY. ALL PLANTS SHALL BE FRESHLY DUG, SOUND, HEALTHY, VIGOROUS, FROM THE WELL BRANCHED AND FREE OF DISEASE AND INSECT EGGS AND LARVAE 'OP OF THE AND SHALL HAVE ADEQUATE ROOT SYSTEMS. TREES FOR PLANTING ROWS SHALL BE UNIFORM IN SIZE AND SHAPE. ALL MATERIALS SHALL BE SUBJECT TO APPROVAL BY THE LANDSCAPE ARCHITECT, WHERE LED FROM THE REQUIREMENTS ARE OMITTED FROM THE PLANT LIST. PLANTS SHALL BE 'HE AVERAGE PRUNED PRIOR TO DELIVERY ONLY UPON THE APPROVAL OF THE LANDSCAPE ARCHITECT. ILL NOT BE ALL CONTAINER GROWN MATERIAL SHALL BE HEALTHY, VIGOROUS, WELL ROOTED PLANTS AND ESTABLISHED IN THE CONTAINER IN WHICH THEY ARE SOLD. THE PLANTS SHALL HAVE TOPS OF GOOD QUALITY AND BE IN HEALTHY GROWING CONDITION. AN ESTABLISHED CONTAINER GROWN PLANT SHALL BE TRANSPLANTED INTO A CONTAINER AND GROWN IN THAT CONTAINER SUFFICIENTLY LONG ENOUGH FOR THE NEW FIBROUS ROOTS TO HAVE DEVELOPED SO THAT THE ROOT MASS WILL RETAIN ITS SHAPE AND HOLD TOGETHER WHEN REMOVED FROM THE CONTAINER. NOTE: DETAIL TO BE IMPLEMENTED IN AREAS WITH POOR DRAINAGE AS A PLANTING SUPPLEMENT. TWO TIMES BALL DIAMETER TOP OF ROOTBALL TO BE 2" ABOVE EXISTING GRADE FILTER CLOTH SAND - MIN. 12" DEPTH DRAIN ROCK PUNCH THROUGH HARD PAN TRFE PITS WITH DRAIN —11ff�— N.T.S. TRIM ONLYJE' HOSE FRONDS WHICH HANG' BELOW LE OF TREE HEART. MINIMUM NINE (9) GOOD PALM FRONDS. TIE THE HD OF THE PALM WITH BURLAP TIE THE HD OF THE PALM WITH BURLAPSTRIPMONTHS, NOILONG RA THAN TWFOR ELVE (12)IMONYH. TRUNK DIETER SHALL BE CONSISTENT- WITHOUTRUPT CHANGES, LOOSE SHEATHES, HOLES, OR CAVITIES. SECURE BUTTENS W/2 3/4 " HIGH CARBON STEEL BANDS TO HOLD IATTENS IN PLACE. NO NAILS SHALL BE DRIVEN INTO PALM HEIGHT OF BATTENS SHALL BE LOCATED IN RELATION THE HEIGHT OF THE PALM FOR ADEOI ATE BRACING. 5 (2" X X 16") WOOD BATTENS. 5 LAYERS F BURLAP TO WRAP TRUNK. STEEL BANDS (3/4"; H.C.S.) MINIMUM 3 (2" X 4"� WOOD BRACES; TO REMAIN FORAT LEAS 12 MONTHS. NAIL TO 2 X 4" STAKES (3). BUILD 4-6 CONTINUOUS SAUCER AROUND THE TREE IT TO HOLD WATER. FILL AROU ROOTBALL WITH BACKFILL MIX. FLOOD, & OMPACT FILL IN 3" LIFTS [RE -FLOOD (JET) & C MPACT FILL 1 DAY AFTER INSTALLATION] ADD FERTIL ZER, MANGANESE, & MAGNESIUM, AS PER PLANTING NOTES. FOR STAB1 IZATION1 SABALS, MAY BE PLANTED TO 2 BELOW GRADE PR VIDED CLEAR TRUNK SIZE IS MAINTAIN[ AS SHOWN ON THE PLANS.. GENERAL NOTES: I. THE CONTRACTOR SHALL PERSONALLY ACQUAINT HIM/HER SELF WITH THE EXISTING SITE CONDITIONS AND THE EXTENT AND SCOPE OF WORK REQUIRED. 2. THE PLANT LIST INDICATES THE NAMES, SIZES AND SPACING OF SPECIFIC PLANT MATERIALS. QUANTITIES HAVE BEEN PROVIDED TO THE CONTRACTOR AS A CONVENIENCE, THE CONTRACTOR IS RESPONSIBLE FOR HIS/HER OWN QUANTITY COUNT. IN CASE OF DISCREPA14CIES BETWEEN THE DRAWINGS AND PLANT LIST, THE QUANTITIES ON THE DRAWINGS SHALL PREVAIL 3, NO SUBSTITUTES ON VARIETIES LISTED WILL BE ALLOWED WITHOUT WRITTEN APPROVAL FROM LANDSCAPE ARCHITECT. 4. PLANTS SHALL BE WATERED Ali NECESSARY OR WITHIN 24 HOURS AFTER NOTIFICATION BY THE LANDSCAPE ARCHITECT. 5. THE LOCATIONS OF PLANTS, AS SHOWN IN THESE PLANS, ARE APPROXIMATE. THE FINAL LOCATIONS MAY BE ADJUSTED TO ACCOMMODATE UNFORESEEN FIELD CONDITIONS. MAJOR ADJUSTMENTS TO THE LAYOUT ARE TO BE APPROVED BY THE LANDSCAPE ARCHITECT OF RECORD. 6. ALL PLASTIC FABRIC SHALL BE REMOVED FROM PLANT MATERIAL AT TIME OF INSTALLATION. 7. ALL TREES MUST BE STAKED AS SHOWN ON THE LANDSCAPE DETAIL SHEET WITHIN 24 HRS OF PLANTING. STAKES TO REMAIN FOR A MINIMUM OF 12 MONTH BUT NO LONGER THAN 18 MONTH. CONTRACTOR RESPONSIBLE FOR MAINTENANCE AND REMOVAL OF THE STAKES. 8. ALL TREES MUST BE PRUNED AS PER LANDSCAPE ARCHITECT DIRECTION. 9. ALL SOD EDGES SHALL BE TRIMMED AS PER TH E LANDSCAPE ARCH ITECTS DIRECTION. 10. ALL SHRUBS, TREES, GROUNDCOVERS, SOD AND WILDFLOWER AREAS SHALL HAVE IMPROVED SOIL AS PER PLANTING SOIL NOTES. I I- DO NOT ALLOW AIR POCKETS TO FROM WHEN BACKFILLING. 12. SOAK PLANTS IMMEDIATELY WITH WATER FOLLOWING PLANTING. 13.MAINTAIN THE ORIGINAL GRADE OF THE TREE BASE. 14.PAINT ALL CUTS & SCRAPES OVER 1/4- IN DIAMETER WITH AN APPROVED TREE PAINT. ALL COST FOR LABOR AND MATERIAL IS TO BE INCLUDED INTO THE PRICE OF THE TREE. 15. DO NOT BREAK ROOTBALL 16. ALL PLANT SHALL BE HARDY LINDER CLIMATIC CONDITIONS SIMILAR TO THOSE ON LOCALITY OF THE PROJECT. 17.THE LANDSCAPE CONTRACTOR SHALL WATER, MULCH, WEED, PRUNE„ AND OTHERWISE MAINTAIN ALL PLANTS, INCLUDING SOD, UNTIL COMPLETION OF THE CONTRACT OR ACCEPTANCE BY THE LANDSCAPE ARCHITECT. SETTLED PLANTS SHALL BE RESET TO PROPER GRADE, PLANTING SAUCERS RESTORED, AND DEFECTIVE WORK CORRECTED. 18.THE LANDSCAPE CONTRACTOR :SHALL AT ALL TIMES KEEP THE PREMISES FREE FROM ACCUMULATION OF WASTE MATERIALS OR DEBRIS CAUSED BY THE CREWS DURING THE PERFORMANCE OF THE WORK. UPON COMPLETION OF THE WORK, THE CONTRACTOR SHALL PROMPTLY REMOVE ALL WASTE MATERIALS, DEBRIS, UNUSED PLANT MATERIAL, EMPTY PLANT CONTAINERS AND ALL EQUIPMENT FROM THE PROJECT SITE. 19. UPON COMPLETION OF THE WORK, THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT AND REQUEST A FINAL INSPECTION. ANY ITEMS THAT ARE JUDGED INCOMPLETE OR UNACCEPTABLE BY THE LANDSCAPE ARCHITECT OR REPRESENTATIVE, SHALL BE PROMPTLY CORRECTED BY THE LANDSCAPE CONTRACTOR. 20. THE LANDSCAPE CONTRACTOR :SHALL GUARANTEE ALL PLANT MATERIAL FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF FINAL ACCEPTANCE IN WRITING FROM THE LANDSCAPE ARCHITECT. AT THE TIME OF FINAL ACCEPTANCE THE ONE (1) YEAR PERIOD SHALL COMMENCE. ANY MATERIALS WHICH HAVE DIED DURING THIS PERIOD SHALL BE PROMPTLY REPLACED WITH SPECIMENS THAT MEET THE MINIMUM REQUIREMENTS CALLED FOR IN THE DRAWINGS. THE LANDSCAPE CONTRACTOR SHALL NOT BE HELD RESPONSIBLE FOR THE DEATH OR DAMAGE RESULTING FROM LIGHTNING, VANDALISM, AUTOMOBILES OR FROM NEGLIGENCE BY THE OWNER. CONTRACTOR SHALL BE RESPONSIBLE FOR WATERING AND OTHERWISE MAINTAINING PLANTS DURING THE GUARANTEE PERIOD UNLESS A WRITTEN AGREEMENT WITH THE LANDSCAPE ARCHITECT PROVIDES FOR A DIFFERENT ARRANGEMENT. 21.ALL LABOR AND MATERIAL FOR SOIL AMENDMENTS AND FERTILIZER THAT IS REQUIRED TO INSURE THE SUCCESSFUL ESTABLISHMENT AND SURVIVAL OF THE PROPOSED VEGETATION AS WELL AS ALL COST FOR THE REMOVAL OF UNSUITABLE OR EX CESS BACKFILL MATE RIAL SHALL BE INCLUD ED IN THE CONTRACTORSBID TO PERFORM THE WORK PRESENTED IN THIS PLAN SET. 22. NO LANDSCAPING ADDED UNDER THIS PROJECT SHALL BE LOCATED SUCH THAT SAID LANDSCAPING OBSCURES MOTORIST'S VISIBILITY OF ANY EXISTING SIGN(S). BEST "FACE" OF PLANT TO BE TOWARD THE FRONT EDGE OF THE PLANTING BED. PREPARED TOPSOIL TO MIN 10" DEPTH. 3" MIN. MULCH (SEE PLANTING NOTES) 12" WIDTH ALONG BED EDGE MAINTAINED TO LET NOTHING GROW IN IT. CENTERLINE TO BE 4" BELOW FINISH GRADE OF ADJACENT TURF. PLANTING BED EDGE N.T.S. TOP OF BURLAP BALL SHALL BE AT LEAST 1/2 - ABOVE THE FINISHED GRADE. TUNE SHRUBS AT ENGINEER RECTION. PRUNE ALL SHRUBS I ACHIEVE A UNIFORM MASS. EMOVE ANY CONTAINER THAT MAY BE AROUND DOTS. IF PLANT IS IN BURLAP,LEAVE BURLAP, I PLACE WHEN PLANT IS INSTALLED. ' PLANT IS IN PLASTIC FABRIC, REMOVE FABRIC ISTALLATION. MULCH (SEE PLANTING NOTES). IILD 4-6" CONTINUOUS SAUCER AROUND THE TEE PIT TO HOLD THE WATER. ROOTBALLS GREATER THAN 2' IN DIAMETER SHALL SIT ON MOUND OF UNDISTURBED SOIL TO PREVENT SETTLING. ROOTBALLS LESS THAN 2' MAY SR ON COMPACTED SOIL DIAMETER OF HOLE FOR BALLS 2- & GREATER SHALL BE 2' LARGER THAN DIAMETER OF BALL DIAMETER OF HOLE FOR BALLS UP TO 2' SHALL BE TWICE THE BALL DIAMETER. FILL MATERIAL TO CONSIST OF 1/3 NATIVE SOIL FROM HOLE DUG FOR PLANT. SEk SPEC'S FOR BACKFILL MIXTURE. SHRUB PLANTING N.T.S. SPREAD OF PLANT THOROUGHLY WORK IN 2" OF BACKFILL TO A MINIMUM DEPTH OF 10". SOIL SHALL BE LOOSELY INCORPORATED INTO PLANTING BEDS FOR GROUND COVERS AND PERENNIALS PERENNIALS SEE SPECIFICATIONS FOR BACKFILL/PLANTING SOIL MIXTURES. (SEE PLANTING ALTERNATE SPACING OF PLANTS TOINSURE FULL COVERAGE GROUND COVERS GROUNDCOVER. ROOTEDAND THIN BRANCHES BY 1/4 TOTAL MASS. RETAIN THE NATURAL SHAPE OF THE PLANT. ALL PRUNING SHALL BE COMPLETED PRIOR TO INSTALLATION UNDER THE DIRECTION OF THE ENGINEER. PROVIDE ONE (2- X 2-) WOOD BRACE - REMOVE BURLAP FROM THE TOP 1/3 OF� THE ROOTBALL (LA DISCRETION). MINIMUM 3" MULCH (SEE PLANTING NOTES). TOP OF BURLAP BALL SHALL BE AT LEAST 1" ABOVE THE FINISHED GRADE. PAINT ALL CUTS, 1" OR > IN SIZE, WITH APPROVED TREE PAINT. 2" X 4" X 24" STAKE ROOTBALLS GREATER THAT 2' IN DIAMETER SHALL SIT ON MOUND OF UNDISTURBED �� SOIL TO PREVENT SETTLING. BALLS SMALLER THAN 2' IN DIAMETER MAY SIT ON COMPACTED EARTH. DIAMETER OF THE HOLE FOR THE BALL UP TO 2' SHALL BE TWICE THE BALL DIAMETER. DIAMETER OF THE HOLE FOR THE BALL 2' AND GREATER SHALL BE 2' LARGER THAN THE BALL DIAMETER. WATERING SCHEDULE APPLICATION SCHEDULE PALM TREES 20 GAL/APPLICATION/PLANT LARGE TREES 30 GAL/APPLICATION/PLANT SMALL TREES 20 GAL/APPLICATION/PLANT LARGE SHRUBS 10 GAL/APPLICATION/PLANT SMALL SHRUBS 5 GAL/APPLICATION/PLANT GROUNDCOVER 5 GAL/APPLICATION/PLANT APPLICATION AMOUNT MONTH 1 12 APPLICATIONS MONTH 2 12 APPLICATIONS MONTH 3 8 APPLICATIONS MONTH 4 8 APPLICATIONS MONTHS 5 APPLICATIONS TOTAL' 45 APPLICATIONS ABBREVIATIONS: C.T.- CLEAR TRUNK Ht.- HEIGHT O.C.- ON CENTER Spr.- SPREAD REMOVE LOWER BRANCHES AS DIRECTED BY THE ENGINEER. TREE TRUNK SHALL BE FREE OF ANY SCARS. USE 1 2 " DIAMETER REINFORCED RUBBER HOSE TIED ITH 12 STRAND GALVANIZED WIRE TO LASH WOOD BRACE TO TREE. TREE CALIPER SHALL BE MEASURED AT 3 1/2 FEET ABOVE GRADE. FINISHED GRADE SEE SPECIFICATIONS FOR BACKFILL MIXTURE. BUILD 4 - 6" CONTINUOUS SAUCER AROUND THE TREE PIT TO HOLD THE WATER. FILL MATERIAL SHALL CONSIST OF AT LEAST 1/3 NATIVE SOIL FROM HOLE DUG FOR PLANT. TREE PLANTING (2" CALIPER & BELOW) N.T.S. N.T.S.