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Item 12 Approval to Purchase Two Baffle Boxes from Ferguson Waterworks for the Stormwater Master Plan Project Improvements t J ocoee florida AGENDA ITEM COVER SHEET Meeting Date: June 16, 2020 Item # la Reviewed By Contact Name: Stephen C Krug Department Director Contact Number: 6002 City Manager: Subject: Stormwater Master Plan Project Improvements Baffle Boxes. Background Summary: Part of the Stormwater Master Plan Improvements portion of the Downtown Master Plan include stormwater treatment upgrades As the design of the improvements are reaching completion for bid, the stormwater upgrades for two projects will include the use of baffle boxes as part of the treatment system for the stormwater flowing from the upland areas The existing drainage does not provide any stormwater treatment as it discharges directly into Starke Lake Public Works and the design engineers reviewed baffle box designs from several vendors, each with a proprietary design that address a specific need in a specific situation. This review process also involved field inspections of existing baffle systems used by other municipalities and their level of product satisfaction. Following a thorough review, it was determined that Ferguson's (formerly Suntree Technologies) baffle box design met the project requirements to collect debris, separate nutrients and skim oils from the water. Ferguson has a proven history of providing successful proprietary designs that are easily maintained and adhere to the NPDES requirements by the EPA The City previously installed similar baffle boxes by Ferguson for the Flewelling Avenue and the Prima Vista Neighborhood drainage improvement projects and has been very satisfied with the performance of the units. Public Works reviewed the price quotes and have found the costs to be in line with current industry standards for these large multiple-piece buried concrete structures, with the larger of the two measuring twenty-two (22) feet long, eleven (11) feet wide and fourteen (14) feet deep. Public Works is requesting the Commission approve the purchase of the long-lead-time baffle box systems from Ferguson in order to expedite the construction process. The installation and additional drainage improvements will be contracted out under a competitive bidding process. Public Works recommends awarding a purchase order to Ferguson for the baffle boxes as described in the attached proposal for a total delivered cost of $202,650.00. The purchase is adequately funded in the Stormwater budget. Issue: Request the City Commission to approve the purchase of baffle boxes from Ferguson Recommendations: Recommend approval to issue a purchase order to Ferguson Waterworks, to provide two (2) baffle boxes as described in the attached proposal for the West Oakland-Cumberland Ave and East Oakland- Lakewood Ave improvements projects for a not to exceed amount of $202,650 00, to be funded from the Stormwater Master Plan Project Improvements capital line Attachments: Ferguson Price Quote West Oakland-Cumberland Ave Design Plan East Oakland-Lakewood Ave Design Plan. Financial Impact: The $202,650.00 is adequately funded in the Stormwater Division's CIP budget under the Stormwater Master Plan Project Improvements Type of Item: (please mad(with an"x') Public Hearing Fr Clerk's Dept Use Ordinance First Reading Y Consent Agenda Ordinance Second Reading ttP" Public Hearing Resolution Regular Agenda X Commission Approval Discussion&Direction Original Document/Contract Attached for Execution by City Clerk X Original Document/Contract Held by Department for Execution Reviewed by City Attorney N/A Reviewed by Finance Dept Rebecca Roberts 6/9/20 N/A Reviewed by ( ) N/A 9 PS FERGUSON. FEL-SANFORD WATERWORKS#1113 ellverTo: 1470 BOBBY LEE POINT -rom. Daniel Happel WATERWORKS SANFORD,FL 32771-8077 comments: Phone 407-859-7473 Fax:407-302-3327 10 52 15 JUN 08 2020 Page 1 of 2 FEL-SANFORD WATERWORKS#1113 Price Quotation Phone 407-859-7473 Fax 407-302-3327 Bid No: B479589 Gust Phone: 407-905-3100 Bid Date: 06/08/20 Terms: NET 10TH PROX Quoted By: DJH Customer: CITY OF OCOEE Ship To: CITY OF OCOEE 150 N LAKESHORE DR 150 N LAKESHORE DR OCOEE, FL 34761 OCOEE, FL 34761 Cost PO#: OCOEE NSBBS W/UFF Job Name LAKEWOOD&CUMBERLAN Item Description Quantity Net Price UM Total NORTH CUMBERLAND AVE NSBB-10-20 W/BOLD&GOLD UPELOW FILTER(UFF) ONSBB102010 NSBB-10X20 W/UFF 1 138650 000 EA 13865000 SUBTOTAL 138650 00 LAKEWOOD AVE NSBB-5X10 WITH BOLD AND GOLD UP FLOW FILTER 2 WAY LEAD IN ONSBB0510510 NSBB-5X105W/UFF 1 64000 000 EA 6400000 SUBTOTAL 6400000 Net Total: $202650 00 Tax $0 00 Freight: $0 00 Total: $20265000 0 . 0 HOW ARE WE DOING? WE WANT YOUR FEEDBACK! Scan the QR code or use the link below to complete a survey about your bids Ip.r https://survey.medallia.com/?bidsorder&fc=126&on=10489 0 FERGUSON. Page 2 of 2 FEL-SANFORD WATERWORKS#1113 WATERWORKS Price Quotation Fax 407-302-3327 10,52 15 JUN 08 2020 Reference No: B479589 Quoted prices are based upon receipt of the total quantity for immediate shipment(48 hours SHIPMENTS BEYOND 48 HOURS SHALL BE AT THE PRICE IN EFFECT AT TIME OF SHIPMENT UNLESS NOTED OTHERWISE QUOTES FOR PRODUCTS SHIPPED FOR RESALE ARE NOT FIRM UNLESS NOTED OTHERWISE CONTACT YOUR SALES REPRESENTATIVE IMMEDIATELY FOR ASSISTANCE WITH DBE/MBENJBE/SMALL BUSINESS REQUIREMENTS Seller not responsible for delays,lack of product or increase of pricing due to causes beyond our control,and/or based upon Local,State and Federal laws governing type of products that can be sold or put into commerce This Quote is offered contingent upon the Buyer's acceptance of Seller's terms and conditions,which are incorporated by reference and found either following this document,or on the web at https//www ferguson com/contentNrebsite-info/terms-of-sale Goo Buyers All items are open market unless noted otherwise LEAD LAW WARNING It is illegal to install products that are not'lead free"in accordance with US Federal or other applicable law in potable water systems anticipated for human consumption Products with'RP in the descnption are NOT lead free and can only be installed in non-potable applications Buyer is solely responsible for product selection HOW ARE WE DOING? WE WANT YOUR FEEDBACK! w�' Scan the QR code or use the link below to art complete a survey about your bids J. Er' https://survey.medallia.com/?bidsorder&fc=126&on=10489 SUNTREE TECHNOLOGIES INC. TA' NUTRIENT SEPARATING BAFFLE BOX r7" MODEL NO: NSBB+UFF- 1 0-20 FLOW do BY-PASS SPECIFICATIONS FOR BIOMASS SEPARATING SCREEN SYSTEM AND MEDIA SPECIFICATIONS INSTALLATION NOTES' 1. Pipe inflow area (Drown as 60'RCP) 19.63 sq.ft. TURBULENCE 36-MANHOLE OAPNC SKIMMER 1 FLUSHW WITH TH AND E NSID£ISURFACE OF THE DEFLECTORS TYP. RINGS & COVERS 36'x60'FLAICH (SKIMBOSS'MAX)SCREEN SPEC/RCAPONS CONCRETE STRUCTURE. (CAN NOT INTRUDE 2. Open orifice area in screen system 126.69 sq.ft. ♦ �LD & BEYOND FLUSH) J. Open orifice area in screen system 63.34 sq.ft. ° / -/ r��r GOLD with SOX blockage ••...... .....' 2.lNVERT OF OUTFLOW PIPE SHOULD BE 4. Open orifice area in screen system 31.67 sq.ft. 7 •••••••••• • • s EVEN WITH THE TOP OF THE BAFFLES. with 75X blockage i Cr , -6--:-... 5. Minimum by-pass through screen system-55.19 sq.ft. -- -m , - +• • •+`•• + 3.BAFFZES SHOULD BE SEALED WITH GROUT. below the ceiling of the pipe .�� `-'- -�- •'••l 4.THE BOTTOM OF THE SKIMMER SHOULD 6. Minimum by-pass around screen system-46.50 sq.ft. 1TI REST ON TOP OF THE LAST BAFFLE. below the ceiling of the pipe -_ _ __ ____ _ 7. Screen system storage volume 139.03 cu.ft. �' t i -. ---- .-� S.HEAVIEST PICK POINT TO BE DETERMINED. W'I 7gliP- MEDIA SPECIFICATIONS: V + Lww 7 1 6.INVERT OF THE INFLOW PIPE SHOULD NOT 8. Volume of media 116.00 cu.ft. \ _� +� _.. ,� BE BELOW THE INVERT OF THE OUTFLOW PIPE. L7 PATENTED - CO `��""„l N"NOT t PERFORMED �. 97F SPECIFIC AND-fLO1p11KW RCP ON OE rO wucr SNOW i -� f•---- - TYP. MOW:ORE AN Arm-FIDAYAncw LEDGE AROUND OE EASE WY C.WICE N SOB AND PATENTS PEND. "'ae� > "'""`` ON-SHRINK WY 7pBE ,�w Sanbee rec,nologles Inc. 6-BAFFLE TYP-� .6 x143'x30' GROUT RACE sY rmAL A770N CON7RAc7pe 798 TEM PH 321°-637rloko Roa 52 Fo'321-6Jrida7 7554 PLAN VIEW SivmTSUNGUU E LIDS PRpRAY WING TOP OF VAULT 140 ELEV. 113.88" -42- 2 [FINISH GRADE 121 -Ili 1--36--I 2 I--33�6- -36- 60 I ELEV. 115.18' 1`36�1 1 1 � 60 USE PIVOTING PANEL J 1 ` . PYLON IN SCREEN SrbtEM I IIIIIIIIIka��• _ v p- t 1.1 ri �\III//�� _ .� Ir! :!rI} - - 0 ]'OP OF_c-.4-_i_-:1 j BAFFLE i 139 INVERT WA?'✓7` •i♦�i i•.♦•♦ • `-INVERT ♦ ir* 11 /�� ETA /J 106.30' 6 60 .•+•`•:#.♦.•. 0 ELEL! BOLD ••♦�♦♦itt♦a;♦•4 -°. ♦• e. 4 . • 106.30' COW ♦ ♦ ♦ , ♦ ♦-• : ♦- • . . LD& GOLD A....RogInelsobe R. AnA IM 10 7 a...•Tha.+'►.w. MIDI= 7 a.....1121..4M•.. PRIMO r m rr aawt MUM MR uwi,e -6- -76- -�E- r,e:r OWL emec i rnvwm LEFT END VIEW PRri WINO �fip-� `6 42 0 �� 56- RIGHT END VIEW DO' 260 FRONT SIDE VIEW NOTES: 1. CONCRETE 28 DAY COMPRESSIVE STRENGTH 6. TREATMENT DESIGN FLOW FOR BOX REMOVAL FC=5000 PSI EFFICIENCY OF TSS IS 50 CFS. PEAK FLOW IS 320 CFS. SUNTREE TECHNOLOGIES INC. ` PROJECT L_, 2. REINFORCING: ASTM A-615 GRADE 60 CAD REVISIONS DATE 3. SUPPORTS AN H2O LOADING AS INDICATED BY 7. INFLOW AND OUTFLOW PIPES ARE TO BE FLUSH 798 CLEARLAKE RD. SUITE 12 6as Nse6-1o7e. A4SHTO. WITH THE INSIDE SURFACE OF THE CONCRETE COCOA, FL. 32922 OCOEE, FL PPS ,� 7o�0 377e�o STRUCTURE. (CAN NOT INTRUDE BEYOND FLUSH) NUTRIENT SEPARATING BAFFLE BOX 4. JOINT SEALANT: BUTYL RUBBER SS-S-00210 MODEL NO: NSBB+UFF-10-20 PROJECT N.14E 8.BAFFLES ARE TO BE SFAI FD WITH GROUT TO START DATE 3/17/20 SCALE: N/A CITY OF OCOEE - 5. ALL WALLS TO BE 10- THICK, BOTTOM TO 8E FORM 4 WATER TIGHT CHAMBERS. N CUMBERLAND AVE 10' THICK, AND TOP TO BE 12' THICK. DRAFTER: PPS UNITS: INCHES • . ___ _________ CHECKED BY: LDH PO 00000 PDD-70479 SUNTREE TECHNOLOGIES INC. TM NUTRIENT SEPARATING BAFFLE BOX TM MODEL NO: NSBB+UFF- 1 0-20 TURBULENCE 36" MANHOLE COATING SKIMMER DEFLECTORS TYP. RINGS & COVERS 36"x60" HATCH (SKIMBOSS TM MAX) BOLD & I] + + + + + GOLD I I + + + + + + + + + + + _ ( ++ +++++++++++0 \ - -�^,^- - 11111 �= ir +++�+�++++++I Fiji ' I.-111111, ■il i��!,� 111�1c‘ � 1 iti Hi ,I I i IIII n illi . 17_ IT. I/ CD I i+ i \I\-60"7P RCP PATENTED Suntree Technologies Inc. NON-SHRINK 6"x GROUT 6" BAFFLE TYP. 143 x30 SCREEN SYSTEM WITH SUNGLIDE LIDS PLAN VIE// NOTES: 1. CONCRETE 28 DAY COMPRESSIVE STRENGTH 6. TREATMENT DESIGN FLOW FOR 80X REMOVAL 1/4 FC=5000 PSI EFFICIENCY OF TSS IS 50 CFS. 2. REINFORCING:ASTM A-615 GRADE 60 PEAK FLOW IS 320 CFS. SUNTREE TECHNOLOGIES INC.'" �roc CAD REVISIONS DATE 7. INFLOW AND OUTFLOW PIPES ARE TO BE FLUSH 798 CLEARLAKE RD. SUITE 12 Nas lass-rora 3. SUPPORTS AN H2O LOADING AS IND/G9TED BY WITH THE INSIDE SURFACE OF THE CONCRETE COCOA FL. 32922 OCOEE, FL PPS a see-1oso .vw o AASHTO• STRUCTURE. (CAN NOT INTRUDE BEYOND FLUSH) NUTRIENT SEPARAT7NG BAFFLE BOX 4. JOINT SEALANT: BUTYL RUBBER SS-S-00210 MODEL NO: NSBB+UFF-10-20 PIMEGr NAVE 8.BAFFLES ARE TO BE SEALED WITH GROUT TO START DATE 3 17 20 SCALE. N/A 10' THICK, AND TOP TO BE 12' THICK. CITY OF OCOEE - 5. ALL WALLS TO BE 10' THICK, BOTTOM TO BE FORM 4 WATER TIGHT CHAMBERS. DRAFTER: PPS UNITS: :NNHES N CUMBERLAND AVE •CHECKED BY: LDH PO if: 00000 POD'0479 SUNTREE TECHNOLOGIES INC. TM NUTRIENT SEPARATING BAFFLE BOX TM MODEL NO: NSBB+UFF- 10-20 TOP OF VAULT - ELEV. 113.88' 42 42 INISH GRADE 1---36 I 36 I I 60 "I ELEV. 113. 18' r�� —24-1 USE PIVOTING PANEL & PYLON IN SCREEN SYSTEM I \iv I is ,T1' T n )07 '- 1. 6 41). STATIC • . HI +74 INVERT WATER + + + + + +•*+ J ELEV. NVERT LEVE +++++++++++++++ ELEV. 106.30' 60 a= _= 60 + + + + + + + 60 + + + + + + + + 7 06.30' _� __ BOLD & GOLD Suntree Technologies Inc.' PATENTED —a-6- — i6--- — 6 — IM�NARY 60 II.- — 60 — ---4 6--- - 56� PRE AWING 240 pR — 260 FRONT SIDE VIE// NOTES: 1. CONCRETE 28 DAY COMPRESSIVE STRENGTH 6. TREATMENT DESIGN FLOW FOR 80% REMOVAL FC-5000 PSI EFFICIENCY OF 75S IS 50 CFS 2 4 2. RpNFORC/NC: AS1M A-615 GRADE 60 PEAK FLOW IS 320 CFS. SUNTREE TECHNOLOGIES INC." CAD REVISIONS DATE 7 INFLOW AND OUTFLOW PIPES ARE TO BE FLUSH 798 CLEARLAKE RD. SUITE#2 3. SUPPORTS AN H2O LOADING AS INDICATED BY was -I+aseola WITH THE INSIDE SURFACE OF THE CONCRETE COCOA,FL. 32922 OCOEE, FL a ,� Aire/so STRUCTURE. (CAN NOT INTRUDE BEYOND FLUSH) NUTRIENT SEPARA77NG BAFFLE BOX 4. JOINT SEALANT:• BUTYL RUBBER SS—S-00210 MODEL NO: NSBB+UFF-10-20 CITY OF OCOEE — 5. ALL WALLS 7O BE 10'THICK, BOTTOM TO BE PROJECT/WC. 8 FORMBAFF�4 WATER TIGHT CHAMBERS.ARE TO BE SEALED WITH GROUT TO START DATE 3/17/20 SCALE: N/A 10' THICK, AND TOP TO BE 12' THICK. DRAFTER: PPS UNITS: INCHES N CUMBERLAND AVE CHECKED BY: LDH PO if: 00000 POD-70479 SUNTREE TECHNOLOGIES INC. I'`" NUTRIENT SEPARATING BAFFLE BOX TM MODEL NO: NSBB+UFF- 10-20 -°--ii 0 36_ 7 2 060 All 1) I • Ik 44110 is�W =r1 I i . $ 72 Suntree Technologies Inc. PATENTED , 0 6" TO 12" GRAVEL BEDDING FOR LEVELING t LEFT [ ND VIF,// NOTES: 1. CONCRETE 28 DAY COMPRESSIVE STRENGTH 6. TREATMENT DESIGN FLOW FOR 80X REMOVAL z/4 FC=5000 PSI EFFICIENCY OF TSS IS 50 CFS. J 2. REINFORCING: ASTM A-615 GRADE 60 PEAK FLOW IS 320 CFS. SUNTREE TECHNOLOGIES INC. ° �LOG CAD REVISIONS DATE 7. INFLOW AND OUTFLOW PIPES ARE TO BE FLUSH 798 CLEARLAKE RD. SUITE ,/2 �_�O�Q, 3SUPPORTS AN H2O LOADING AS INDICATED BY WITH THE INSIDE SURFACE OF THE CONCRETE COCOA, FL. 32922 OCOEE, FL s„ _ipp J/�a7o STRUCTURE. (CAN NOT INTRUDE BEYOND FLUSH) NUTRIENT SEPARATING BAFFLE BOX 4. JOINT SEALANT: BUTYL RUBBER SS-S-00210 8. BAFFLES ARE TO BE SEALED WITH GROUT TO MODEL NO: NSBB+UFF-10-20 PROJECT MAW 5. ALL WALLS TO BE 10" THICK, BOTTOM TO BE FORM 4 WATER I1GHT CHAMBERS START DATE: 3/17/20 SCALE: N/A CITY OF OCOEE - 10" THICK, AND TOP TO BE 12" THICK. DRAFTER: PPS UNITS: INCHES N CUMBERLAND AVE , _______—____.__--._._._�_.__.-...��.--`__...___ CHECKED BY. LDH PO } 00000 POD-�0479 SUNTREE TECHNOLOGIES INC. T M NUTRIENT SEPARATING BAFFLE BOX TM MODEL NO: NSBB+UFF- 10-20 140 720 1-36-1 060 E , L 161 .:( _. i � � TOP OF 139 BAFFLE A� •-- ---+--f-f - + +-- - ---+---+ ++ + ++ + + + -+ : +- + + + ++ + ++ + + + 41- + + + _t + + + + +:. + + _+ BOLD +++* --++$++-+++++$+r+-ii.+++++++i +;++ GOLD + + ; + + ++ ; ++ + ++ + + + + + + + + + + + + +_ + + + + + + .4 + + + + + + + + + +, + + + + + + + + rr— rrr rrr- err-- r I C 1 Suntree Technologies Inc. PATENTED ' 6" TO 12" GRAVEL BEDDING FOR LEVELING RIGI IT I- ND VII // NOTES: 1. CONCRETE 28 DAY COMPRESSIVE STRENGTH 6. TREATMENT DESIGN FLOW FOR 80X REMOVAL 4/4 FC=5000 PSI EFF7CIENCY OF TSS IS 50 CFS. 2. REINFORCING: AVM A-615 GRADE 60 PEAK FLOW IS 320 cFs. SUNTREE TECHNOLOGIES INC. PROJECT�� CAD REVISIONS DATE 7. INFLOW AND OUTFLOW PIPES ARE TO BE FLUSH 798 CLEARLAKE RD. SUITE /2 was yy�g_1o1Q, 3. SUPPORTS AN H20 LOADING AS INDICATED BY WITH THE INSIDE SURFACE OF THE CONCRETE COCOA, FL. 32922 OCOEE, FL �s 1s,,,9,e_1� J/� A4SHTO. STRUCTURE. (CAN NOT INTRUDE BEYOND FLUSH) NUTRIENT SEPARATING BAFFLE BOX 4. JOINT SEALANT BUTYL RUBBER SS—S-00210 NAME 8.BAFFLES ARE TO BE SEALED WITH GROUT TO MODEL NO: NSBB+UFF-10-20 °ter CITY OF OCOEE - 5. ALL WALLS TO BE 10' THICK, BOTTOM TO BE FORM 4 WATER TIGHT CHAMBERS. START DATE: 3117/20 SCALE: N/A 10" THICK, AND TOP TO BE 12" THICK. DRAFTER: PPS UNITS: INCHES N CUMBERLAND AVE . _ CHECKED BY: LDH PO J`.• 00000 PDD-10479 • CITY OF OCOEE .::::::.}:,.}::;:;.}:.:...:.:..}:«:<;;<;;;;;;;«;.;:;.}::.}::.}::;;i;.}:;:,:;.}:":.:,.i:<i•:ii.,'::•i.:.}}}}.;:<:.}}}:<.}:;.: .� .%.�,................._ Work Order ... .. .iv:Tt•.G' %4:py,.}}}:{vvv{.;n}:n}:n};^}^}:^ii:4}}i:^i:•}:•}::::,::... ................................. ................................. Number:2020003165 Work Order. •:. Location• >_ Reported 06.08.2020/11:35AM By CWESTBERRY 140 LYLE ST Scheduled /7:00PM Assigned To OCOEE FL 34761-2639 Status OPEN Closed Date Type 1 /New Cart/Bin Department GB/GARBAGE Name Address 140 LYLE ST OCOEE FL 34761-2639 Phone Reply Requested NO Zequest AcctY 58408 HH and recycle SUNTREE TECHNOLOGIES INC. TM NUTRIENT SEPARATING BAFFLE BOX TM MODEL NO: NSBB+UFF-5- 10.5 pRd.., D FLOW dt BY-PASS SPECIF7C471ONS FOR BIOMASS SEPARATING SCREEN Small AND MEDIA SPECIFICATIONS 2X 24" MANHOLE 1. Pipe inflow area (Drown as 24"RCP+24'RCP)-6.28 sq.ft. RINGS & COVERS INSTALLATION NOTES; 4" BAFFLE TYP.SCREEN sPEciFICAnolvs 24"x36" HATC OAT/NG SKIMMER 1. INFLOW AND OUTFLOW PIPES ARE 2. Open orifice area in screen system 24.33 sq.ft. (SKIMBOSS-MAX) TO BE FLUSH IWTH THE INSIDE 3. Open orifice area in screen system 12.16 sq.ft. SURFACE OF THE CONCRETE with SOX blockage TURBULENCE ! �` STRUCTURE (CAN NOT INTRUDE 4. Open orifice area in screen system 6.08 sq.ft. DEFLECTORS TYP I • BEYOND FLUSH) with 75X blockage �'� •) + + -s 5. Minimum by-pass through screen system- 3.15 sq.ft. �7. ' ; �, `___ + r 2. INVERT EN OFWITH THE 7 PIPE SHOULD below the ceiling of the pipe �� +_+ BE EVEN WITH THE TOP OF THE 6. Minimum by-pass around screen system- 5.22 sq.ft. ..! + h, BAF?ZES below the ceiling of the pipe , - 7. Screen system storage volume 30.30 cu.ft. I E J. BAFFLES SHOULD BE SEALED WITH I 1 -_ --II 4- GROUT MEDIA SPECIF7CA71ONS: " T 'fill= �J�,•■I ,1 8. Volume of media 21.00 cu.ft. -• Ei .7% 24" RCP 4. THE BOTTOM OF THE SKIMMER 24" RC' ` 0 SHOULD REST ON TOP OF LAST PATENTED 1 ON-SHRINK BAFFLE. AND PATENTS PEND. 34"x78 X23" OLD & GROUT 5. HEAVEST PICK POINT TO BE SCREEN SYSTEM PLAN VIEW DETERMINED. 796 Cloaking.RRoad, Cocoa, Florida.12922 WITH SUNGUDE LIDS `�' GOLD PH: 321-637-7552 For. 321-637-7554 6. INVERT OF THE INFLOW PIPE SHOULD e(QL BE BELOW 7HE INVERT 24" RC- OF THE OUTFLOW PIPE. USE PIVOTING PANEL & PRpRAWING PYLON IN SCREEN SYSTEM NISH GRADE 72 ELEV. 105.93' .F 2 TOP OF VAULT '• 4 �� -H6 � � 1 1 ELEV. 104.88 24 =24-- 36� IMl ►I II 6 -15-_��-17-__� p_r 24 TOP OF �11 _ BAFFLE rizeilMI _ �_ _ 1t _ NiN il: olJE ....,..r � Ird li' INVERT !' ''- 24 �- I�1��i� _f ��'. 40 I 1 r c;-----7-6;-....-..-Ti iE /,2 ■I�T � �.� < ;�� ELEV. ` A L,; .. .1-.-=i�,;.:%c�c!�1=l re��inni 101.73' A- ` t . I_ + NVERT68h __ �T�77E_ _t NVERT INVERT + + + + + + ELEV. WATER + + + ELEV. ELEV. + + + + + + + 100.05' LEVEL ++++{+ 4 )00.05' 100.05' +++�+++++++++++ + + + + + + + + + + + 9 OLD .1 GOLD & ii 6 FT Matrafe.•1,4' 0100•111 T BOLD • r A 1r MOIL IOW RN wr+s 30-- --30-- -30-- -24-- GOLD r n fr omit WOW MR[Da"v LEFT END VIEW F. 126 138 I RIGHT END VIEW FRONT SIDE VIEW NOTES: 1. CONCRETE 28 DAY COMPRESSNE STRENGTH 6.TREATMENT DESIGN FLOW FOR 80X REMOVAL FC-5000 PSI EFFICIENCY OF 7SS IS 15 CFS. 2. REINFORCING:ASTM A-615 GRADE 60 7.INFLOW AND OUTFLOW PIPES ARE TO BE FLUSH SUNTREE TECHNOLOGIES INC. " PROJECT lAG CAD REVISIONS DATE WITH THE INSIDE SURFACE OF THE CONCRETE 798 CLEARLAKE RD. SUITE 2 �� J. SUPPORTS AN H2O LOADING AS INDICATED BYL ..Low PIPE oKwSED FROM AASHTO STRUCTURE. (CAN NOT INTRUDE BEYOND FLUSH) COCOA, FL. 32922 °°s 18-ro 24- 03 4. JOINT SEALANT BUTYL RUBBER SS-S-00210 8.RAFFLES ARE 70 BE SEALED WITH GROUT TO NUTRIENT SEPARATING BAFFLE BOX _ FORM 4 WATER TIGHT CHAMBERS. MODEL NO: NS B+UFF-5-10.5 CITY OF OCOEE - O 5. ALL WALLS 7O BE 6' THICK, BOTTOM 70 BE 6" START DATE: 3/17/20 I SCALE: N/A CITYLAKEWOOD AVENUE THICK, AND TOP 70 BE 6' THICK. DRAFTER: PPS UNITS: INCHES CHECKED BY:: LDH PO if: 00000 PDD-T478 SUNTREE TECHNOLOGIES INC. TM NUTRIENT SEPARATING BAFFLE BOX TM MODEL NO: NSBB+UFF-5- 10.5 2X 24 " MANHOLE RINGS & COVERS 4 " BAFFLE TYP. FLOATING SKIMMER " II24 x36 HATCH (SKIMBOSS TM MAX) TURBULENCE 9—_ DEFLECTORS TYP- � + + + + __ � It II :II 7 _ i + + 70 /� - = 1 + — rl 011 \,-L---. 4..... ........../.„, \•I I e Crti - " frIlY- 24 "11 • RCP II 24 RC• , ; I --:___.— -I: ..... \_ Suntree Techno/ojies Inc. PATENTS NON-SHRINK GROUT 34 "x78"x23" BOLD & SCREEN SYSTEM GOLD WITH SUNGLIDE LIDS 24 " RC PLAN V/E// NOTES: 1. CONCRETE 28 DAY COMPRESSIVE STRENGTH 6.TREATMENT DESIGN FLOW FOR 80%REMOVAL FC=5000 PSI EFFICIENCY OF 7S5 /S 15 CFS 1/4 2. REINFORCING: AVM A-615 GRADE 60 7.INFLOW AND OUTFLOW PIPES ARE TO BE FLUSH SUNTREE TECHNOLOGIES INC. ' PROJECT Loa CAD REVISIONS DATE WITH 7HE INSIDE SURFACE OF THE CONCRETE 798 CLEARLAKE RD. SUITE 2 3. SUPPORTS AN H2O LOADING AS INDICATED BY STRUCTURE. (CAN NOT INTRUDE BEYOND FLUSH) COCOA. FL 32922 OCOEE, FL �sir 1*10W APE roCHANG D FROM 0$�� ze 4. JOINT SEALANT: BUM RUBBER SS—S-00210 8.BAFFLES ARE TO BE SEALED W11H GROUT TO NUTRIENT SEPARATING BAFFLE BOXMODEL NO: NSB +UFF-5-10.5 PROJECTWin FORM 4 WATER TIGHT CHAMBERS. 5. ALL WALLS 7O BE 6" THICK, BOTTOM TO BE 6" START DATE: 3/17/20 SCALE: N/A CITY OF OCOEE — THICK, AND TOP 7O BE 6" THICK. DRAFTER: PPS UNITS: INCHES LAKEWOOD AVENUE CHECKED BY: LDH PO /: 00000 POD-7478 SUNTREE TECHNOLOGIES INC. TM NUTRIENT SEPARATING BAFFLE BOX TM MODEL NO: NSBB+UFF-5- 10.5 USE PIVOTING PANEL & PYLON IN SCREEN SYSTEM [ELEV.FINISH GRADE 105.93' TOP OF VAULT-\ ELEV. 104.88' \ 24 - - 24-- ----36- -15--TTF17- -�� 024 Pii • (--- 1 11111 "*. _ill .- A _ W oy 24 INVERT ELEV. 101.73' si _ ) c...4 • J STATIC INVERT 681 s� t 8 �, WATER + ++ ++ + ELEV. 48 LEVEL + + + 48 100.05' + + + + + + 1 1 -- - � BOLD & IIl GOLD Suntn» Tochnologln Inc.' PATENTED --4- --4- _..-4......_ -----30-- -30-- -30_ -24-- 126 - 138 FR O N T SIDE VIE // NOTES: 1. CONCRETE 28 DAY COMPRESSIVE STRENGTH 6.TREATMENT DESIGN FLOW FOR 80X REMOVAL 2/4 FC=5000 PSI EFFICIENCY OF TSS IS 15 CFS. 2. REINFORCING:ASTM A-615 GRADE 60 7. INFLOW AND OUTFLOW PIPES ARE TO BE FLUSH SUNTREE TECHNOLOGIES INC. " PROJECT Loa CAD REVISIONS DATE WITH THE INSIDE SURFACE OF THE CONCRETE 798 CLEARLAKE RD. SUITE 1,2 OCOEE, FL won m aw e ,r,ED FROM 3. SUPPORTS AN H2O LOADING AS INDICATED BY STRUCTURE. (CAN NOT INTRUDE BEYOND FLUSH) COCOOAA, FL. 32922 pp, 1e TOss «sitie/a 4. JOINT SEALANT: BUM NUTRIENT SEPARATING BAFFLE BOX RUBBER SS—S-002f0 8.BAFFLES ARE 70 BE SEALED WITH GROUT TO PROJECT FORM 4 WATER TIGHT CHAMBERS. MODEL NO: NS B+UFF-5-10.5 , 5. ALL WALLS TO BE 6" THICK, BOTTOM TO BE 6' START DATE: 3/17/20 I SCALE: N/A ' CITY OF OCOEE — THICK, AND TOP 70 BE 6" THICK. DRAFTER: PPS UNITS: INCHES LAKEWOOD AVENUE „.._ ,® e• .» a _ ._ . . ��., __.,.�. .. —_ v ... ," CHECKED BY: LDH PO if: 00000 POD-7478 SUNTREE TECHNOLOGIES INC. TM NUTRIENT SEPARATING BAFFLE BOX TM MODEL NO: NSBB+UFF-5- 1 0.5 _.-1 6 - 24 122 1 6 024 Mg i , • W •\%,„- I 1 III �_ 1_ _ - Igo _ � � _ INVERT ELEV. O O 48 100. 05 ' o 0 Suntree Technologies Inc.'" PATENTED 6 6' TO 12' GRAVEL BEDDING FOR LEVELING 1— LEFT END VIE// NOTES: 1. CONCRETE 28 DAY COMPRESSIVE STRENGTH 6.TREATMENT DESIGN FLOW FOR 80% REMOVAL 3/4 FC=5000 PSI EFFICIENCY OF MS IS 15 CPS. 2. REINFORCING:ASTM A-615 GRADE 60 7. INFLOW AND OUTFLOW PIPES ARE TO BE FLUSH SUNTREE TECHNOLOGIES INC.'" PROJECT u1R CAD REVISIONS DATE WITH THE INSIDE SURFACE OF THE CONCRETE 798 CLEARLAKE RD. SUITE 2 OCOEE, FL stow PIPE aware TRW3. SUPPORTS AN H2O LOADING AS INDICATED BY STRUCTURE. (CAN NOT INTRUDE BEYOND FLUSH) COCOA, FL. 32922 0°S r, TO ss• Q7 10 AASHTO. 4. JOINT SEALANT: BUTYL RUBBER SS—S-00210 8.BAFFLES ARE TO BE SEALED WITH GROUT TO NUTRIENT SEPARATING BAFFLE BOX PRWECT NARe FORM 4 WATER TIGHT CHAMBERS. MODEL NO: NSBB+UFF-5-10.5 5. ALL WALLS 7O BE 6" THICK, BOTTOM 7O BE 6' START DATE: 3/17/20 SCALE.: N/A CITY OF OCOEE — THICK, AND TOP TO BE 6" THICK. DRAFTER: PPS UNITS: INCHES LAKEWOOD AVENUE - a. CHECKED BY. LDH PO if: 00000 _ PDD—T'478 SUNTREE TECHNOLOGIES INC. TM NUTRIENT SEPARATING BAFFLE BOX TM MODEL NO: NSBB+UFF-5- 10.5 72 60 1 --.-24 - 024 TOP OF BAFFLE - - = ' 111y, = 112 __) (r , , IF/ 4.._ 'Z 7"1, - I. INVERT • + + + + + + + +L_A — 100 ELEV. + + + + + + + + 100. 05' 48 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + . 1 C I jntree Technologies Inc.'" PATENTED BOLD GOLD TO 12" GRAVEL BEDDING FOR LEVELING RIGHT END VIE// NOTES: 1. CONCRETE 28 DAY COMPRESSIVE STRENGTH 6.TREATMENT DESIGN FLOW FOR 80X REMOVAL 4/4 FC=5000 PSI EF17CIENCY OF TSS IS 15 CFS. 2. REINFORCING: ASTM A-615 GRADE 60 7. INFLOW AND OUTFLOW PIPES ARE TO BE FLUSH SUNTREE TECHNOLOGIES INC. - PROJECT t0A CAD REVISIONS DATE WITH 7HE INSIDE SURFACE OF THE CONCRETE 798 CLEARLAKE RD. SUITE 2 OCOEE, FL MOW PPE aKvcm PROY 3. SUPPORTSAN H2O LOADING AS INDICATED BY STRUCTURE. (CAN NOT INTRUDE BEYOND FLUSH) COC�OpAA,, FF�� 32922 pp., le TO24' �� ITTO. 4. JOINT SEALANT: BUM RUBBER SS—S-00210 8.BANUTRIENT SEPAPAT7NG BAFFLE BOXFFLES ARE TO BE SEALED WITH GROUT TO MODEL NO: NSBB+UFF-5—f0.5 CT HALO 5. ALL WALLS TO BE 6" THICK, BOTTOM TO BE 6" FORM 4 WATER 71GHT CHAMBERS. START DATE.' 3/17/20 SCALE: N/A CITY OF OCOEE — THICK. AND TOP TO BE 6"THICK. DRAFTER: PPS UNITS: INCHES LAKEWOOD AVENUE CHECKED BY: LDH PO #: 00000 PDD—Y478