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3701 Country Club Rd - BC04-002173 (WATER TREATMENT FACILITY) (NEW ROOF) (A)CITY OF SANFORD PERMIT APPLICATION Permit # : OV --?17_3 Date: Al" k e - Job Address: 3,70/ 641-4 11 cry!1 Description of Work: /Vt w Al_ cT/ANc / /?00P Historic District: Zoning: Value of Work: $ /y 38th. O0 Permit Type: Building / Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole _ Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial _ Occupancy Type: Residential Commercial / Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: 0't/ - R0 -.3O - 300 - 003A (Attach Proof of Ownership & Legal Description) Owners Name & Address: Ci �� Qr .j✓✓N f�lti' /�� /?-0X /76$ Phone: yU7-.330-36� - YD? HOZ= 1s"f�� Contractor Name & Address: /U�/� JIGr✓�6 p �or�dc�e�l/'� pi�orr/d /�/ V _�'✓•.,Z_F-i' _ _ State License Number: fCC /,3.Z.37y6 Z Phone & Fax: 433_'1'e e Contact Person a was A 1'n^E Phone: Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: Phone: Address: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. CO ap u NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public record a7 � N this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agen r c ZeVo Acceptance of permit is verification that I will notify the owner of the property of the requirements Florida Lien Law, FS 713. A Signature of Owner/Agent Date Signature of Co ctor/Agent Date V CW `� a e Print Owner/Agent's Name PrinLfS ntractor/Ag ' Name v Signature of Notary -State of Florida Date re -of Notary -State of Florida Date 4 Owner/Agent is _ Personally Known to Me or Contractor/Agent is Personally Known to Me or Produced ID Produced ID APPLICATION APPROVED BY: Bldg: (Initial & Date) Special Conditions: Zoning: (Initial & Date) Utilities: FD: (Initial & Date) (Initial & Date) NORTH i Proposed Retention Pond MAYFAIR GOLF COURSE Proposed Reclaimed Water — Ground Storage Tank Proposed Reclaimed Water Operations Bldg. RECLAIMED WATER AUGMENTATION SYSTEM - PHASE 11B CITY aF SANFORD tProposed Valve Station I t raposed Storm Sewer reicpnono .. .. .. - JenUum Box SANFORD Meter W MAIN WTP <. ...............0 �dn Orrice BuildincJ � N (BV Otho.)Exi f: 1.. ............ .....:....F tmq Co ifir Controll send nJ � W 3 . _ .. _ .. _ .. _ .. _ .. _ .. _.._.. ._.._.._.._.._.._.._,._.._.. .._..._.._.._.._. .._.._.._.. Q_.._.._.._.._.._.._.._.._.._� COUNTRY CLUB ROAD ----------------------------- , . _---------------------- ------ -�, _.._.._.-_.._..-.._.._.._.._.._.._.._.._.._..-.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._....._.._.._.._.._..-..----.._.._..-.._.._.._.-_.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._-.-'- RECLAIMED WATER OPERATIONS FACILITY BY. Sanford Date: vention Div. 04. a03 04 • a%7s" PLANS REVIEWED CITY OF SANFORD LAKE WATER PUMPING STATION MAY 2:t 2004 APR 2 � JpQ4 APPROVED FOR CITY OFFICIALS MAYOR Brady Lessard COMMISSIONERS District 1, Art Woodruff District 2: Velma Williams District 3-. Randy Jones District 4- Kevin Hipes INTERIM CITY MANAGER Andrew Van Gaale DIRECTOR OF UTILITIES Paul Moore, P.E. FACILITIES MANAGER Jim Cohen FACILITIES OPER. COORD, Charles W. Turner III CIVIL./ENVIRONMENTAL CPH Engineers, Inc. P.O. Box 2808, 500 W. Fulton St Sanford, Florida 32771-2808 Phone (407) 322-6841 Attn-. Benjamin M. Fries - Project Manager ELECTRICAL BAILEY ENGINEERING CONSULTANTS 2101 N. Andrews Avenue, Suite 100 Fort Lauderdale, Florida 33311 Phone (954) 564-3111 Attn: Steve Bailey, Project Manager GEOTECHNICAL ANDREYEV ENGINEERING, INC. 105 Coastline Road Sanford, Florida 32771 Phone (407) 330-7763 Fax (407) 330-7765 Email- andeng@aol.com Attn: Gabi Stephan, Division Manager J;S0627,03/C0REL/r1sheet lA.cdr w XI r I a Existing Potable Water Ground Storage j Tank and Aerator Existing Potable No. 1 I Q. Water Ground Storage Tank and Aerator I v No. 2 tProposed Valve Station I t raposed Storm Sewer reicpnono .. .. .. - JenUum Box SANFORD Meter W MAIN WTP <. ...............0 �dn Orrice BuildincJ � N (BV Otho.)Exi f: 1.. ............ .....:....F tmq Co ifir Controll send nJ � W 3 . _ .. _ .. _ .. _ .. _ .. _ .. _.._.. ._.._.._.._.._.._.._,._.._.. .._..._.._.._.._. .._.._.._.. Q_.._.._.._.._.._.._.._.._.._� COUNTRY CLUB ROAD ----------------------------- , . _---------------------- ------ -�, _.._.._.-_.._..-.._.._.._.._.._.._.._.._.._..-.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._....._.._.._.._.._..-..----.._.._..-.._.._.._.-_.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._-.-'- RECLAIMED WATER OPERATIONS FACILITY BY. Sanford Date: vention Div. 04. a03 04 • a%7s" PLANS REVIEWED CITY OF SANFORD LAKE WATER PUMPING STATION MAY 2:t 2004 APR 2 � JpQ4 APPROVED FOR CITY OFFICIALS MAYOR Brady Lessard COMMISSIONERS District 1, Art Woodruff District 2: Velma Williams District 3-. Randy Jones District 4- Kevin Hipes INTERIM CITY MANAGER Andrew Van Gaale DIRECTOR OF UTILITIES Paul Moore, P.E. FACILITIES MANAGER Jim Cohen FACILITIES OPER. COORD, Charles W. Turner III CIVIL./ENVIRONMENTAL CPH Engineers, Inc. P.O. Box 2808, 500 W. Fulton St Sanford, Florida 32771-2808 Phone (407) 322-6841 Attn-. Benjamin M. Fries - Project Manager ELECTRICAL BAILEY ENGINEERING CONSULTANTS 2101 N. Andrews Avenue, Suite 100 Fort Lauderdale, Florida 33311 Phone (954) 564-3111 Attn: Steve Bailey, Project Manager GEOTECHNICAL ANDREYEV ENGINEERING, INC. 105 Coastline Road Sanford, Florida 32771 Phone (407) 330-7763 Fax (407) 330-7765 Email- andeng@aol.com Attn: Gabi Stephan, Division Manager J;S0627,03/C0REL/r1sheet lA.cdr w XI V1 - CINITY MAPS GENERAL PIPING SYMBOLS INDEX OF SHEETS =11- - I! - -I ___ 1.4 T"+1 ------- 2. INDEX OF SHEETS STANDARD ABBREVIATIONS AND SYMBOLS 1. COVER SHEET -------------- ------------------------ ........ ------- EXISTING PIPE (EXPOSED) 3. DEMOLITION PLAN RECLAIMED WATER C------------.----.---.- 4. SITE DIMENSION PLAN OPERATIONS FACILITY . EXISTING PIPE (HIDDEN) 5. PAVING, GRADING, AND DRAINAGE PLAN _1A PROPOSED PIPE (EXPOSED) 6. SITE PIPING PLAN :.R. 46A 7. RECLAIMED WATER OPERATIONS BUILDING FOUNDATION PLAN PROPOSED PIPE (HIDDEN) 8. RECLAIMED WATER OPERATIONS BUILDING FOUNDATION PLAN DETAILS \ 119. RECLAIMED WATER OPERATIONS BUILDING STRUCTURAL DETAILS TT F1 MECHANICAL JOINT 10. RECLAIMED WATER OPERATIONS BUILDING MECHANICAL PLAN 00 11. RECLAIMED WATER OPERATIONS BUILDING MISCELLANEOUS FLANGED JOINT C PIPING DETAILS FLEXIBLE COUPLING WITH 12. RECLAIMED WATER OPERATIONS BUILDING EQUIPMENT DETAILS L_ THRUST TIES 13. RECLAIMED WATER OPERATIONS BUILDING ELEVATIONS ggl 14. RECLAIMED WATER OPERATIONS BUILDING ROOF FRAMING PLAN LM FLANGED COUPLING ADAPTER 15. RECLAIMED WATER GROUND STORAGE TANK PLAN Z_= .R.46' Fv 16. RECLAIMED WATER GROUND STORAGE TANK ELEVATION Sanford North T FLEXIBLE COUPLING Nil Water Reclamation 17. RECLAIMED WATER GROUND STORAGE TANK STRUCTURAL DETAILS Facility J 1-18. RECLAIMED WATER GROUND STORAGE TANK PIPING DETAILS I I I I I I I F -I I I ELBOW UP (FLANGED) /f I 19. MISCELLANEOUS PIPING AND DETAILS t ELBOW DOWN (FLANGED) 20. PUMP STATION PLAN AND MH "J" MODIFICATION DETAILS 70 21. PUMP STATION FOUNDATION PLAN AND BUILDING ELEVATIONS LAKE WATER 4_� Estate Rd 46 CONCENTRIC REDUCER (FLANGED) 22. PUMP STATION MECHANICAL PLAN AND DETAILS ando - Sanfo M M 23. PUMP STATION DEMOLITION PLAN AND WATER SERVICE CONNECTION [or, Airport ECCENTRIC REDUCER (FLANGED) PUMPING STATION 24. LANDSCAPE PLAN -RECLAIMED WATER OPERATIONS FACILITY L -9 10! TEE DOWN (FLANGED) w w E-1 ELECTRICAL NOTES AND ABBREVIATIONS TEE UP (FLANGED) E-2 ELECTRICAL SITE PLAN E-3 RISER DIAGRAM UNION E-4 CONTROL DIAGRAM STANDARD ABBREVIATIONS BLIND FLANGE E-5 POWER PLAN AL. Or ALUM. ALUMINUM MAX. MAXIMUM E-6 LIGHTING PLAN ASPH. ASPHALT MANF. MANUFACTURER CAP OR PLUG (MECHANICAL) E-7 ROOF PLAN BLDG. BUILDING MAT. MATERIAL E-8 SITE PLAN AUGMENTATION BT BURIED TELEPHONE NG NATURAL GRADE E-9 POWER PLAN BM BENCH MARK NPL NON -POTABLE WATER PRESSURE GAUGE LOCATIONS Ba,V- BALL VALVE NWL NORMAL WATER LEVEL E-10 LIGHTING PLAN oell - I B.V. BUTTERFLY VALVE NTS NOT TO SCALE E-11 DETAIL SHEET CIP or CI CAST IRON PIPEI OC ON CENTER 2 3 7M4 CONIC. CONCRETE OH. E. OVERHEAD ELECTRIC E-12 LIGHTING DETAIL APR CONT CONTINUED PL. PLATE E-13 DETAILS CMU CONCRETE MASONRY UNIT PW POTABLE WATER APPROVED FOR CONST CONSTRUCTION PS PUMP STATION VALVE SYMBOLS H-1 HVAC LEGEND AND DETAILS C.V. CHECK VALVE PROP. PROPOSEDH-2 HVAC PLAN DIP or DI DUCTILE IRON PIPE PVMT PAVEMENT DIA. DIAMETER PID POWER POLE DOT DEPT OF TRANSPORTATION PIT PRESSURE TREATED GATE VALVE DR. or DW. DRIVE OR DRIVEWAY P.V. PLUG VALVE DETAIL & SECTION EQUIP. EQUIPMENT PVC POLYVINYL CHLORIDE ED EQUIPMENT DRAIN PAV. PAVING ESM'T EASEMENT PE PLAIN END BALL OR GLOBE VALVE IDENTIFICATION EFF. EFFLUENT RCP REINFORCED CONCRETE PIPE EXP_ EXPANSION RW REUSE WATER ELEV. or EL. ELEVATION RT RIGHT PLUG VALVE EXIST EXISTING R RADIUS DETAIL NUMBER ELEC. ELECTRICAL RED. REDUCER EF EACH FACE REINF. REINFORCED -CHECK VALVEDRAWING NUMBER ON WHICH EXT EXTENDED REQ'D REQUIRED • DETAIL IS DRAWN. EW EACH WAY RAN RIGHT-OF-WAY DRAWING NUMBER ON WHICH FD FLOOR DRAIN STA. STATION DETAIL IS TAKEN. DASH HERE FM FORCE MAIN SPEC. SPECIFICATION BUTTERFLY VALVE INDICATES DETAIL IS STANDARD FLG. FLANGED SW (S/W) SIDEWALK FOR THE PROJECT FLEX. FLEXIBLE SWID SIDE WATER DEPTH GM GAS MAIN SQ. SQUARE GPM GALLONS PER MINUTE Ss STAINLESS STEEL P, Iq SOLENOID VALVE SECTION LETTER GS GALVANIZED STEEL STN.STL. STAINLESS STEEL DRAWING NUMBER ON WHICH 0 GSP GALVANIZED STEEL PIPE SAN. SANITARY PISECTION IS DRAWN GALV. GALVANIZED T TELEPHONE CABLE PRESSURE REGULATING VALVE G.V. GATE VALVE TBM TEMPORARY BENCHMARK DRAWING NUMBER ON WHICH HB HOSE BIBB TOF TOP OF FLOOR SECTION IS TAKEN HORIZ. HORIZONTAL TYP. TYPICAL HP HIGH PRESSURE TRANS. TRANSFORMER HPAC HIGH PRESSURE AIR COPPER UE UNDERGROUND ELECTRIC HPAG HIGH PRESSURE AIR GALVANIZED UG UNDERGROUND HWL HIGH WATER LEVEL UT UNDERGROUND TELEPHONE "THIS IS TO CERTIFY THAT THE DESIGN REFLECTED IN SHEET NO. INDEX OF SHEETS, I.P. IRON PIPE VCP VITRIFIED CLAY PIPE INF. INFLUENT VERT VERTICAL THE PLANS AND SPECIFICATIONS REPRESENT SOUND STANDARD ABBREVIATIONS, AND SYMBOLS INV. INVERT W.L. WATER LINE ENGINEERING PRINCIPLES AND IS CONSISTENT WITH ID INDENTIFICATION WM WATER MAIN THE APPLICABLE REQUIREMENTS OF THE FLORIDA RECLAIMED WATER AUGMENTATION ADMINISTRATIVE CODE." SYSTEM -PHASE IIB NO. DATE I REVISION APPROVED CITY OF SANFORD J:\S0627.03\corel\rlsheet-2A.cdr 0 N ' C) N X 0 C? M O a X a a� L U a n M ao v 0 0 N 7 N e7 m a 0 .o E 1v 0 c� m C 3 T 0 m M t a 01 M CDN (D O Cn Icph APPROXIMATE GOLF COURSE FAIRWAY BOUNDARY �r EXISTING TREES TO BE REMOVED AS SHOWN (TYP.) Existing Chlorine Room Equipment and Piping Existing Recessed Pit For Ton -Cylinder Scale ..... X ................................. X \ e i 1 r; � rte./^ •-'f , ✓...� ✓ ✓ i r,r 3 ,"', d ♦ i 1 11 \ �l — EXISTING FENCE TO BE REMOVED 0 ; AND RELOCATED APPROX. LOCATION OF EXISTING BUILDING 4"PVC y : X O �................. FIBER OPTIC MARKER Baer 4 WV os_ .._.... _....w..,_...._... ------- ._ T• ...__._._._.......... _... LIMIT'35" ,._ ASPHALT PAVEMENT DEMOLITION NOTES EXISTING 2" WATER LINE REFER TO DEMOLITION NOTE 2 APPROXIMATE LIMITS OF EXISTING ASPHALT PAVING TO BE SAW -CUT AND REMOVED TO FACILITATE NEW PAVEMENT INSTALLATION 1. CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS OF EXISTING IRRIGATION PIPING IN THE VICINITY OF THE PROPOSED CONSTRUCTION. EXISTING PIPING IN CONFLICT WITH THE PROPOSED FACILITIES SHALL BE RELOCATED BY THE CONTRACTOR AS PART OF HIS WORK. 2. CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF THE EXISTING 2" WATER LINE IN THE VICINITY OF THE PROPOSED CONSTRUCTION. EXISTING PIPING IN CONFLICT WITH THE PROPOSED FACILITIES SHALL BE REMOVED BY THE CONTRACTOR- PIPING TO REMAIN SHALL BE SUITABLY PLUGGED/CAPPED AT ITS TERMINUS. 3. FOLLOWING SWITCHOVER TO THE NEW DISINFECTION SYSTEM AND REMOVAL OF THE TON -CYLINDERS BY THE OWNER, THE CONTRACTOR SHALL REMOVE ALL EQUIPMENT AND EXPOSED PIPING/TUBING RELATED TO THE EXISTING CHLORINE GAS DISINFECTION SYSTEM. ALL BELOW -GRADE OR IN -SLAB PIPING SHALL BE PROPERLY TERMINATED AND ABANDONED IN-PLACE. EXPOSED ELECTRICAL CONDUITS SHALL BE REMOVED WITH ALL CIRCUITS PROPERLY TERMINATED. 4. EXISTING CHLORINE EQUIPMENT ITEMS LOCATED WITHIN THE EXISTING GENERATOR/CHLORINE STORAGE AREA INCLUDE, BUT ARE NOT LIMITED TO, LEAK DETECTOR & ALARM, TON -CYLINDER HEATERS, AUTOMATIC SWITCHOVER UNITS FOR THE TON -CYLINDERS, TON -CYLINDER SCALE, AND ASSOCIATED ELECTRICAL COMPONENTS. REFER TO THE "EXISTING RECESSED PIT FOR TON -CYLINDER SCALE" PHOTO ON THIS SHEET. COUNTRY CLUB ROAD X................................ X X.............................. X i E 3 *---�– EXISTING CHLORINE ROOM k f EQUIPMENT & PIPING TO BE REMOVED. i E ! i REFER TO DEMOLITION NOTES 3-6 i f LEXISTING 10' x 6'x V-3" RECESSED PIT FOR EXISTING TON CYLINDER SCALE. REFER TO DEMOLITION NOTES 3-7 5. EXISTING CHLORINE EQUIPMENT ITEMS LOCATED WITHIN THE EXISTING CHLORINE ROOM Approved No.1 Date INCLUDE, BUT ARE NOT LIMITED TO, ROTOMETERS, CHLORINE RESIDUAL ANALYZER, Project Team SOLENOID VALVES, INJECTORS, CHLORINE GAS, WATER & CHLORINE SOLUTION Scale: �" = 20' PIPING/TUBING AND ASSOCIATED ELECTRICAL COMPONENTS. REFER TO THE "EXISTING Plannengineers rs Landscape S°� °m ConstructinnManagemmt www . c p h e n g i n e e r s. c a m 500W-fFuftonStrn4Sanford, FL32771P.O.Box 2809,Sanford, Ft,zm-v ns Phan,407.122-6841 Far.407.110.00F34 ['crNf at�aJAuthm zaNan Na..120.511 CHLORINE ROOM EQUIPMENT & PIPING" PHOTO ON THIS SHEET. © 2/6/04 Conformed Document DAG ® Designed by: BMFlMLC 6/03 6. THE OWNER SHALL HAVE THE RIGHT OF FIRST REFUSAL CONCERNING THE DISPOSITION Date: June, 2003 OF EXISTING EQUIPMENT TO BE REMOVED. THE CONTRACTOR SHALL COORDINATE WITH ® 8 Checked b Ben Fries 6/03 Y THE OWNER TO DETERMINE WHICH EQUIPMENT ITEMS ARE TO BE SALVAGED. c l 7 Y /� N O R a EQUIPMENT TO BE SALVAGED SHALL BE CAREFULLY REMOVED BY THE CONTRACTOR File: Demolition Plan AND TRANSPORTED TO A LOCATION OF THE OWNERS CHOOSING FOR STORAGE. THE CONTRACTOR SHALL PROPERLY DISPOSE ALL EQUIPMENT THAT IS NOT DESIGNATED BY I THE OWNER FOR SALVAGE. 7. THE RECESSED PIT FOR THE EXISTING TON -CYLINDER SCALE SHALL BE FILLED WITH 4,000 I PSI CONCRETE TO MATCH THE SURROUNDING SLAB IN THE EXISTING GENERATOR/CHLORINE STORAGE AREA. APPROV 8. CONTRACTOR SHALL INCLUDE IN HIS BID PROVISIONS FOR TEMPORARY FENCING OF THE WTP SITE TO MAINTAIN SECURITY/RESTRICTED ACCESS DURING CONSTRUCTION. CONSTR No. Date Revision Approved No.1 Date Revision Approved Project Team DateE Scale: �" = 20' Reclaimed Water Augmentation System - Phase IIB Plannengineers rs Landscape S°� °m ConstructinnManagemmt www . c p h e n g i n e e r s. c a m 500W-fFuftonStrn4Sanford, FL32771P.O.Box 2809,Sanford, Ft,zm-v ns Phan,407.122-6841 Far.407.110.00F34 ['crNf at�aJAuthm zaNan Na..120.511 © 2/6/04 Conformed Document DAG ® Designed by: BMFlMLC 6/03 ® A Drawn by: Rod Butcher 6/03 Date: June, 2003 David A. Gierach Registration Number: 38642 ® 8 Checked b Ben Fries 6/03 Y Job NO. 50627.03 PIIB c l 7 Y /� N O R a © ® Approved by: David A. Gierach 6/03 File: Demolition Plan ED FOR UCTION APR 1)004 "I -" Conformed Document Sheet No. DEMOLITION PLAN 1 .7 SAN FO R D MAIN WTP SITE ©2(K�4 C) N U 0 0 N X 0 0 ED a T, M CL X U af Q d) t 12 IL N V o� v 0 N N m 3 a 0 a T 0 m_ N a rn U M O rl- N (D O rn Cpl1� f �J r� �r i 117' I r-- X X - O r PROPOSED CONCRETE PAD ,ANO TRESPASSING" c� COR POS, #2 BARE CONDUCTC ATTACHED TO CORP POST 10'-0" MAX. t 10'-0" MAX. VI\V VI.IV t\VV J/V A IV COPPER CLAD (TYP.) ALL NOTE: BRACE CORNER POSTS IN BOTH CORNERS OR CHANGE IN DIRECTIONS ALONG FENCE LINE. FENCE DIRECTION 7' Fence Detail NOT TO SCALE 4 1 4 X X --- r EXISTING CHAIN LINK FENCE TO BE REMOVED ENCLOSE GROUND STORAGE TANK SEE DETAIL /',� �----X __ X �41� '�"�� .''"" ,tib '•�,� /,/�f` Ole ,J yy. /•. i .,\ I � 3 Existing Potable t TIn,y \� SPEED LIMIT "3S" — ASPHALT PAVEMENT 9 GA. PVC COATED fi GALV. STEEL CHAIN LINK FENCE FABRIC (1" DIAMOND) BOTTOM REINF. 6" 9.0' 9.0' 6" WIRE11 11 6 2" TYPE S ASPHALTIC 6 LINE POST CONCRETE CONCRETE ................................................................................................................................................ PIER.................................... 8" LIMEROCK BASE 12" STABILIZED SUBGRADE cal PaVement Section 2 NOT TO SCALE k4 4 COUNTRY CLUB ROAD PAVING GENERAL NOTES MATERIALS AND CONSTRUCTION METHODS FOR THE DRIVEWAY AND PAVEMENT CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION. ROADWAY PAVING, BASE AND SUBGRADE SHALL BE IN ACCORDANCE WITH THE FOLLOWING: 2" TYPE S ASPHALTIC CONCRETE: MINIMUM STABILITY 1500 LBS., COMPACTED TO A MINIMUM OF 98% OF THE MARSHALL DESIGN DENSITY. 8" LIMEROCK BASE: MINIMUM LBR OF 100, PLACED IN 6" MAXIMUM LIFTS, COMPACTED TO A MINIMUM DENSITY OF 98 % OF THE MODIFIED PROCTOR DRY DENSITY (AASHTO T-180). CONTRACTOR MAY SUBSTITUTE 5" ASPHALT BASE COURSE TYPE 3 (MIN. STABILITY OF 1000 LBS.) AT NO ADDITIONAL COST. 12" SUBGRADE: STABILIZED TO A MIN. LBR OF 40, COMPACT TO A MINIMUM DENSITY OF 98 % OF THE MODIFIED PROCTOR DRY DENSITY (AASHTO T-180). CONTRACTOR MAY SUBSTITUTE 5.5" LIMEROCK SUBGRADE (MIN. LBR OF 100) AT NO ADDITIONAL COST. X-------------------------------- Y i E t 3 E 3 E f i f 3\� t ------------- t f i E z t 3 E t E t I I{ { {! 3 j{ 1 X -- - --- -1 x 'r- ----- — X _X ._ ____ __ it .--_ X .----. I v r E t t I 1 I 1 , X X X FIELD COMPACTION DENSITY, STABILITY AND THICKNESS TESTING FREQUENCIES OF SUBGRADE, BASE AND ASPHALT SHALL BE TESTED ONCE EVERY 2500 SQUARE FEET OF PAVING AT LOCATIONS TO BE SELECTED BY THE ENGINEER. ONE ASPHALT EXTRACTION GRADATION SHALL BE TESTED FROM A GRAB SAMPLE COLLECTED FROM ASPHALT DELIVERED TO THE SITE. AS -BUILT INFORMATION SHALL CONTAIN AT A MINIMUM, BUT NOT BE LIMITED TO, PAVEMENT WIDTHS AND ELEVATIONS. DRIVEWAY AND PAVEMENT EDGE OF PAVEMENT AND CENTERLINE ELEVATIONS SHALL BE MEASURED AT EACH PROPOSED PAVEMENT ELEVATION SHOWNN THE DRAWINGS. RAWINGS. A P JV E D F'___)` `I CON TR U CTS ...%,� APR 2 3 2004 3 2004 No. Date Revision Approved No. Date Revision Approved Project Team Date Scale: 1" = 20' Reclaimed Water Engineers PlarrnerR 2/6/04 Conformed Document DAG ® Designed by: BMF/MLC 6/03 . Landscape Architects ® Drawn by: Rod Butcher 6/03 1 Date: June, 2003 Surveyors Augmentation System - Phase IIB Construction Management ® e Checked by: Ben Fries 6/03 Job No. S0627.03 PIIB www . c p h c n g i n e e r s. c o m CI T Y C) F S A N F " R' Ca tine Wmt Fxlt n 5bmf, ,San/: rd, R .fit771 P.O. Aox 280.4, Sanford, Ft 32771-28x8 ® ® Approved by: David A. Gierach 6/03 File: SDP Pxan._407722_hR41 F-407.110.0639 rmnF-aarAwh, H—nanNn.rne David A. Gierach Registration Number: 38642 Conformed Document Sheet No. SITE DIMENSION PLAN SANFORD MAIN WTP SITE F] 16 C?1 54 POST (OPTIONS: 2"X4" OR 2 1/2" MIN. DIA. WOOD; STEEL 1.33 LBS/FT. MIN.) LL or C C rr 6' MAX. ELEVATION No.1 Date I Revision 0 2/6/04 1 Conformed Document 0 n FILTER FABRIC (IN CONFORMANCE WIT SEC. 985 FDOT SP e III Silt Fence NOT TO SCALE FDOT INDEX NO. 102 0 C) c CJS cls ciz 0 (lt Us C:? 22 `J 01 P +X tp L.i r ) DESCRIPTION 21� VOX O 15" MITERED END SECTION F.L_ NE (15") 50.00 ♦ � FDOT INDEX NO. 272 Drawn by: Rod Butcher N 00 X MANHOLE 57.00 Checked by: FDOT INDEX NO. 200, 201 ELEVATION No.1 Date I Revision 0 2/6/04 1 Conformed Document 0 n FILTER FABRIC (IN CONFORMANCE WIT SEC. 985 FDOT SP e III Silt Fence NOT TO SCALE FDOT INDEX NO. 102 0 C) c CJS cls ciz 0 (lt Us C:? 22 `J 01 P +X tp L.i r ) DAG am= �- !A3&= "'am (P ra, Revision OPTIONAL POST Q 20'f PRINCIPLE POST O POSITION (CANTED 011 20' TOWARD FLOW) SECTION CL? FILTER FABRIC N CJ3 Grading Notes for Reclaimed Water Operations Building 1. EDGE OF SIDEWALK AT BUILDING, ELEV. 56.96 (1/2" BELOW FINISHED FLOOR, TYP.) 2. EDGE OF SIDEWALK AT PAVEMENT, ELEV. 56.75, EXCEPT AS SHOWN AT N.E. CORNER. 3. SIDEWALK SLOPE AWAY FROM BUILDING MINIMUM 1/2"/FT. 4. FINISHED GRADE ADJACENT TO BUILDING ON SOUTH AND WEST SIDES AT MAX. ELEV. 56.8 Pro ect Team Date Storm Sewer Pipe and Structure Schedule STRUCTURE NO"/ BMF/MLC PIPE NO. DESCRIPTION ELEVATIONS S-1 15" MITERED END SECTION F.L_ NE (15") 50.00 ♦ � FDOT INDEX NO. 272 Drawn by: Rod Butcher S-2 MANHOLE MANHOLE 57.00 Checked by: FDOT INDEX NO. 200, 201 F.L. SW (15") 50.25 S0627.03 PIIB 4' DIAMETER TYPE'P' BOTTOM F.L. N (15") 50.35 6/03 W/ PRECAST CONCENTRIC CONE (TYPE B) SPP c i T le C? F $ A N F o R o S-3 TYPE 'E' DITCH BOTTOM INLET GRATE 55.50 WITH STEEL GRATE F.L. S (15") 50.50 FDOT INDEX NO. 232 F.L. N (15") GRATE 50.60 S-4 TYPE 'E' DITCH BOTTOM INLET 56.00 WITH STEEL GRATE F.L. S (15") 50.80 FDOT INDEX NO. 232 P-1 90 L.F. OF 15" R.C.P. @ 0.25% P-2 65 L.F. OF 15" R.C.P. @ 0.25% P-3 80 L.F. OF 15" R.C.P. @ 0.25% 1, I <; MATCH " :1 tl..... SPEEDEXISTING NLIMIT"35" i'' PAVEMENT _._... ASPHALT PAVEMENT i Engineers Plamt . C Landscape Architects Surveyors Construction Management W W W. C P h e n g i n e e r s. c o m 500 Wre Fuft— Sf—t, Sanford, FL .72777 P.O. Ans TROR, .tianford, F132772-2808 Ph -4073216941 F-407.3.10.06.'14 Cnn/i plr o/Aulho.vrrinn Nn. 32]5 legend 56.7 David A. Glerach Registration Number: 38642 Cph BMF/MLC Scale: 1" = 20' Reclaimed Water Designed by: 6/03 ♦ � Drawn by: Rod Butcher 6/03 Date: 1 June, 2003Augmentation System - Phase IIB Checked by: Ben Fries 6/03 Job No. S0627.03 PIIB Approved by: David A. Gierach 6/03 File: SPP c i T le C? F $ A N F o R o Engineers Plamt . C Landscape Architects Surveyors Construction Management W W W. C P h e n g i n e e r s. c o m 500 Wre Fuft— Sf—t, Sanford, FL .72777 P.O. Ans TROR, .tianford, F132772-2808 Ph -4073216941 F-407.3.10.06.'14 Cnn/i plr o/Aulho.vrrinn Nn. 32]5 legend 56.7 David A. Glerach Registration Number: 38642 Cph P. r . ... ....... ..:7.._...... ... ....... ... ... ....... ... ... ....... ... .,........... ... ........,,------------------------------------------ -- FLOURII 'E TA.NR COUNTRY CLUB ROAD TRUC7F PROPOSED SPOT ELEVATION � APPROVED O COP, I 11i,10 PROPOSED DRAINAGE DIRECTION K PROPOSED DRAINAGE CULVERT APf� 2 3 �QQ4 PROPOSED STORM SEWER INLET PROPOSED STORM SEWER MANHOLE Conformed Document Sheet No. PAVING, GRADING AND DRAINAGE P LAN 1 .5 Q 204 ♦ � E t f�: t \ E, P. r . ... ....... ..:7.._...... ... ....... ... ... ....... ... ... ....... ... .,........... ... ........,,------------------------------------------ -- FLOURII 'E TA.NR COUNTRY CLUB ROAD TRUC7F PROPOSED SPOT ELEVATION � APPROVED O COP, I 11i,10 PROPOSED DRAINAGE DIRECTION K PROPOSED DRAINAGE CULVERT APf� 2 3 �QQ4 PROPOSED STORM SEWER INLET PROPOSED STORM SEWER MANHOLE Conformed Document Sheet No. PAVING, GRADING AND DRAINAGE P LAN 1 .5 Q 204 ♦ � E t ♦ t \ E, t 'i ♦ t i ♦ P. r . ... ....... ..:7.._...... ... ....... ... ... ....... ... ... ....... ... .,........... ... ........,,------------------------------------------ -- FLOURII 'E TA.NR COUNTRY CLUB ROAD TRUC7F PROPOSED SPOT ELEVATION � APPROVED O COP, I 11i,10 PROPOSED DRAINAGE DIRECTION K PROPOSED DRAINAGE CULVERT APf� 2 3 �QQ4 PROPOSED STORM SEWER INLET PROPOSED STORM SEWER MANHOLE Conformed Document Sheet No. PAVING, GRADING AND DRAINAGE P LAN 1 .5 Q 204 C. N N L U C O O V N x CD0 M 0 U C n _ U Q m U CL ti 0 C. N V N f") 3OI U M IL cD .3 T 0 m N L 3 U M O I- 04 tp (D U) 10 EXISTING 16" RECLAIMED WATER MAIN �2 EXISTING 20" RECLAIMED WATER MAIN O EXISTING 24" RAW WATER MAIN O EXISTING 24" HIGH SERVICE PUMP SUCTION PIPE O EXISTING 16" POTABLE WATER DISCHARGE PIPE O EXISTING 2" POTABLE WATER SERVICE LINE �7 ORTHO-POLYPHOSPHATE INJECTION LINE O8 EXISTING 4" SEWER LINE O EXISTING 6" DRAIN LINE 10 EXISTING 4" DRAIN LINE 11 PROPOSED 16" SLEEVE (MJ), RESTRAINED MAYFAIR COUNTRY CLUB AND GOLF COURSE FAIRWAY BOUNDARY 4q w N Piping Legend 12 PROPOSED 16" TEE (MJ) 13 PROPOSED 16" BUTTERFLY VALVE 14 PROPOSED 16" DIP 15 PROPOSED TANK FILL VALVE ASSEMBLY 16 PROPOSED 24" BUTTERFLY VALVE 17 PROPOSED 24" DIP 1$ PROPOSED 20" TEE (MJ) 19 EXISTING 3 - 2" PVC SLEEVES 20 PROPOSED 20" BUTTERFLY VALVE 21 PROPOSED 20" PLUG (MJ) STEEL CASING PIPE. SEE DETAIL SHEET 19. 22 PROPOSED 24" DI 90° BEND (R.J.) 23 PROPOSED 20" DIP 24 PROPOSED 20" 45° BEND (RJ) 25 PROPOSED 20" 22-1/2° BEND (RJ) 26 PROPOSED 6" DI 900 BEND 27 PROPOSED 6" DI TANK DRAIN 28 PROPOSED 1" SCH. 80 CPUC SODIUM HYPOCHLORITE FEED LINE 29 PROPOSED 2" SCH. 80 PVC POTABLE WATER LINE 30 PROPOSED 2" SCH. 80 PVC SUMP DRAIN LINE 1 ------- --------------------------- 31 PROPOSED 1" SCH. 80 CPVC TEE 32 PROPOSED 1" SCH. 80 CPVC BALL VALVE (VENTED STYLE) 33 PROPOSED 2" x 1" SCH. 80 PVC TEE 34 PROPOSED 2" SCH 80 PVC PLUG 35 PROPOSED 2" GATE VALVE 36 PROPOSED 1" SCH. 80 PVC POTABLE WATER FLUSHING LINE. 37 PROPOSED 1" GATE VALVE 38 PROPOSED 2" SCH. 80 PVC TEE 39 PROPOSED 2" SCH. 80 PVC 90° BEND SPEED LIMIT "3.6" _..... ASPHALT PAVEMENT 40 PROPOSED 1" SCH. 80 PVC 90° BEND 41 PROPOSED 1" SCH. 80 PVC 45° BEND 42 PROPOSED 1" SCH. 80 CPVC 90° BEND 43 PROPOSED 1" SCH. 80 CPVC 45" BEND 44 PROPOSED 16" DI 90* BEND 45 PROPOSED 16" DI 45° BEND 46 1" REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTER .rr'r (23i COUNTRY CLUB ROAD 3" PVC SCH. 40 Section A -A DRAIN IIS SLOPE NOT TO SCALE Caliptinn R_R No. Date Revision Approved No.1 Date Revision Approved I Project Team Date 1" = 20' mScale: 2/6/04 Conformed Document DAG ® Designed by: BMF/MLC 6/03 ® ® Drawn by: Rod Butcher 6/03 Date: June, 2003 ® 8 Checked by: Ben Fries 6/03 Job No. S0627.03 PIIB Approved by: David A. Gierach 6/03 File: SPP NOT TO SCALE I I PRE -CHLORINATION 2 IAI ICl1TI/lpl nr_%1A1_r IAI CVIC`-r 1 Reclaimed Water Augmentation System - Phase IIB C� I T le O F S A N F Ca F2 P u I AND CONNECT TO 20" D.I. PIPE AFTER SATISFACTORY PRESSURE AND LEAKAGE TEST ON I NEW PIPE LINE. I Y a.1 I a k t POST -CHLORINATION INJECTION POINT IN EXIST. METER VAULT SEE DETAIL CAST -IN-PLACE PIPE TRENCH WITH PRE -FABRICATED TRENCH FRAME AND SOLID COVER, HEAVY DUTY 26" LIMEROCK I BASE Section C -C NOT TO SCALE F.agineers C Ptannery La"dscEngineatte Arrhiterts saroryom CmLstrvction Management w w w. c p h e n g i n e e r s. r o m 500 West F"Iton Street, Sanford, F!. 32771 P.O. Boz 2809, Sanford, F1 32772-7. W Phone 4073226M Far 407,.130.0639 CHfl to otA"thoeizntion No..3215 �J I I �pg ff 19 � 2 �. 'I it �, �...�„ .. �, .�, .,,� — — — — ., — — . — — 4 PROPOSED 20" BUTTERFLY VALVE W/ 6 19 ELECTRIC OPERATOR IN EXISTING VAULT. I SEE DETAIL. I I gg ■ 6 19 N 39 1" METER & 2" REDUCED PRESSURE ZONE BACKFLOW PREVENTER. SEE DETAIL 3 6 19 SERVICE SADDLE WITH 2" CORPORATION STOP. 5 . .... ... ... ...... ... David A. Gierach Registration Number: 38642 APPROVED FORR, C701\1 C01INS11-11 J � NOTE A: AN EXISTING ANTENNA AND SEVERAL SMALL PIPES/CONDUITS ARE LOCATED IN THE AREA BETWEEN THE EXISTING GROUND STORAGE TANKS, BUT ARE NOT SHOWN IN THIS DRAWING. SOME ADJUSTMENT OF THE PROPOSED PIPES IN THIS AREA MAY BE NECESSARY TO AVOID CONFLICTS. CONTRACTOR SHALL TAKE THIS INTO CONSIDERATION WHEN PREPARING HIS BID. Conformed 15ocurnent Sheet No. SITE PIPING PLAN SAN FO R D MAIN WTP SITE 02M co m 3 TO O t0 a� m r a rn 3 M 0 P- CN co O cn # 4 BARS @ 12" O.C.E.W. — I EL. 57.0 SLOPE GROUT 1/8" / FT. J�, PER PLAN 6" PVC WATERSTOP (TYP.) —\ ELEV. 54.33 DETAIL D1 2" FRP GRATING 8 11 1 ` / l \ 8" 21-011 / 811 OR r -r \ I no............ HYPOCHLORITE TANK AND FILL PIPING. ELEV. 57.67 N T # 4 BARS @ 12" O.C.E.W. TYPICAL ALL SIDES 8" CV 41-811 #4 BARS @ 12" O.C.E.W. E.F. Section yD""% SCALE: 1/2" = T-0" 7 8 TANK FILL LINE E1 SEE DETAIL 8 12 FRP PIPE SUPPORT 2" FRP GRATING n II I 2" CPVC FILL LINE PILASTER (TYP.) ELEV, 57,67 ELEV. 57.0 N T 611 811 2'-011 FLOOR SLAB W/ #4 BARS @ 12" O.C.E.W., TOP AND BOTTOM 6" PVC WATERSTOP (TYP.) 8'1 ELEV. 54.33 # 4 BARS @ 12" O.C.E.W. TYPICAL ALL SIDES CV r 4'-811 #4 BARS @ 12" O.C.E.W. E.F. Suction E SCALE: 1/2" = V-0" 7 8 6" PV (TYP. 2" FRP GRATING 171 n11 F .,.. No. Date I Revision 2/6/04 Conformed Document 0 0 0I Section— SCALE: 1/2" = 1'4" 7 8 Approved No. Date DAG LD CID S @ 12" O.C.E.W. E.F. ,L BOTH WALLS ,,..,.::.W. E.F. Revision 4 I tI 0 #4 BARS @ w rn m� #4 BAR: 10" Typical Pipe Trench Wall Corner Reinforcing Detail 10 SCALE: 1" = V-0" V 7 15" 1 8" 1 Typical Chemical Trench Wall Corner Reinforcing Detail SCALE: 1" = T-0" 7 1,9 FRP GRATING FRAME CAST INTO WALL (TYP FLOOR SLAB 6" V 4 BARS @ 12" O.C.E.W. JALL O.C.E.W. E.F. 5" 20" WATERSTOP COLLAR WELD TO PIPE II EL. 63.13 II 911R I I oo 4 - #6 BARS N HORSESHOE 6"—, 0 N c7 20" DIP 8 - #5 BARS F T 30' FLOOR W/ #3 BARS @ 15" O.C.E.W. 5 - #6 BARS 2'-4" LONG Header Pipe Thrust Restraint 15 SCALE: 1/8" = V-0" 10 F8_ 2" (SCH. 80) PVC PIPE (SUMP PUMP DISCHARGE) IN 4" PLASTIC SLEEVE. SEAL ANNULAR SPACE WITH LINK -SEAL OR APPROVED EQUAL. Pipe Trench Detail South End jliii,077 SCALE: 1/8" = V-0" ��101 8 EL. 57.0 CLAIMED ;TORAGE TANK IPS) APPROVED F01 0 N S T R U r.,I,"* 1 -4 APR 2 3 2004. Conformed Document RECLAIMED WATER Sheet No. OPERATIONS BUILDING FOUNDATION PLAN DETAILS SANFORD MAIN WTP SITE 02004 i 10" or 8" DetailrT� SCALE: T' = T-0" At,8 Project Team Date Scale: As Shown Reclaimed Water ers plafulEpp I N ntmcrs Designed by: BMF/MLC 6/03 LnndsCapertrchitects Drawn by: Rod Butcher 6/03 Date: June 2003 IID Suro , ors Checked by: Ben Fries 6/03 Job NO. S0627.03 PIIS Augmentation System - Phase Const ruction Management w w W. e p It e n g i n e e r s. e o m David A. Gieraeh Registration Number: 38642 Approved by: David A. Gierach 6/03 1 File: Bldg StructDetl O 1 T Y O F A N F (D R P .500 WA Fulton Sbrel, Snnford, FL 32771 P.O. Dos 2808, S -f -d, FL 32m -nos rrmnr:90zr22"-U F=407.4,0.06:;y Cr nfk,,teofA tlmriintion No.,?215 EL. 57.0 CLAIMED ;TORAGE TANK IPS) APPROVED F01 0 N S T R U r.,I,"* 1 -4 APR 2 3 2004. Conformed Document RECLAIMED WATER Sheet No. OPERATIONS BUILDING FOUNDATION PLAN DETAILS SANFORD MAIN WTP SITE 02004 i 16" CLEAR =I I~ TOP OF WALL EL. 70.34 2 - #5 IN LINTEL BEAM (TYP.) 1- #5 IN EACH FI CELL (TYP.) ' '"'TSL BLOCK (TYP.) EL. 70.34 W16 x 45 MONORAIL SUPPORT BEAM /4 r W1 6 x 45 MONORAIL � � 3 •�'> -�% S : SUPPORT (TYPICAL FOR 2) S15x42.9 I LINTEL BEAM IN O = BACKGROUND 161, CMU PILASTER �:-- a�- 1 = �= 3 JOINT REINFORCEMENT =_. AT EVERY COURSE, 16" PILASTERS ONLY #5 CONTINUOUS BARS • CMUJOINT REINFORCEMENT AND GROUT @ EACH FILLED CELL. Monorail Beam Detail at AT EVERY COURSE,1, 1611 PILASTERS ONLY W CONTINUOUS BARS VIEW CONTINUOUS TO FOOTING FRONTSIDE 6" CLEAR - TOP OF WALL 71.67 EL. 70.34 N Monorail Support Beam Detail at Pilaster Support (TYP. FOR 4) SCALE: 3/4" = T-0" LINTEL BLOCK (TYP.) 2 - #5 IN LINTEL BLOCKS (TYP.) �- EL. 69.00Zi •�'> -�% S15x42.9 Y MONORAIL O = 16" CMU tY cn PILASTER = Z z JOINT REINFORCEMENT AT EVERY COURSE, 16" PILASTERS ONLY #5 CONTINUOUS BARS CONTINUOUS TO FOOTING AND GROUT @ EACH FILLED CELL. Monorail Beam Detail at Pilaster Support 12 SCALE: 3/4" = V-0" 7 19 S15 x 42.9 MONORAIL 1/4" STIFFENER PLATES (4 EA.) 4" BOTH EL. 71.67 SIDES OF CONNECTION AND BOTH FACES OF W16 x 45 BEAM W16 x 45 SUPPORT EL. 70.34 BEAM fir-- 2" x 2" x 1/4" ANGLE EL. 69.09 HOIST TROLLEY STOP BOTH SIDES OF MONORAIL BOLT WITH (2) 3/8" BOLTS 4-3/4" O BOLTS W/ NUTS AND LOCK WASHERS Monorail Beam at North End 13 NOT TO SCALE 7 No. Date Revision 2/6/04 Conformed Document 0 0 LE 0- ROOF SUPPORT EL. 71.67 W16 x 45 BEAM S15 x 42.9 MONORAIL EL. 70.34 TROLLEY STOP EL. 69.09 ELECTRICAL MOTOR OPERATED ROLL -UP DOOR (MOUNT PER MANUFACTURER'S SPECIFICATIONS) (TYP 2 LOCATIONS) - ALUMINUM DOOR PILASTER FINISH FLOOR EL. 57.0 6" HIGH STENCILED EL. 71.67 YELLOW LETTERS AT BEAM MID SPAN, BOTH SIDES W16 - EL. 70.34 CAU ION 1 TON MAX. CAPACITY /- LINTEL BLOCK (TYP.) EL. 67.00 0 Z z w a 0 u�] U 4 O Section Y^G *I NOT TO SCALE �01 1/4" STIFFENER PLATES (4 EA.) 4" BOTH SIDES OF CONNECTION AND BOTH FACES OF W16 x 45 BEAM ,-- S15 x 42.9 MONORAIL A All HYPOCHLORITE NOTE: CUT OUT FRP GRATING FROM AROUND PUMP MODULE SODIUM HYPOCHLORITE TROUGH NOTE: REINFORCING FOR TROUGH NOT SHOWN ON THIS DETAIL 1-1/2" x 1-1/2" x1/4" FRP ANGLE TO SUPPORT FRP GRATING. ANCHOR W/ 5/16" TITANIUM ANCHOR BOLTS. PUMP MODULE MANUFACTURER (2 PER MODULE) Concrete Support for Chemical Pumping Module Detail /,7 SCALE: 3/4" = 1'4" k 719 FILLED CELL REINFORCING WHERE REQUIRED PER FOUNDATION PLAN, SHEET 7 - EL. 57.0 • 16" THICKEN CONCRETE TO -I 16" x 16" PILASTER 16" WIDE TO CARRY PILASTER -� 2" SUMP DISCHARGE PIPE CLELEV. 54.5 418" MIN.'-. 2'-6" 2'-6" ?k.18" MIN. :.. • EL. 54.33 EL. 53.33 •EL. 52.33 CAST IN PLACE NOTE: CONCRETE W/ #5 DROP FOOTER AT @ 12" E.W. ON 8" PIPING CONFLICT EL. 51.33 THICK SECTION AND #5 @ 12" E.W.E.F. PROPOSED 24" DIP ON 16" THICK SECTION. * CONTRACTOR SHALL ADJUST PUMP SUCTION LINE RUB CONCRETE TO DIMENSIONS OF THE DROP (20" DIP DISCHARGE LINE) PROVIDE SMOOTH FOOTER AS NECESSARY SO THAT THE DROP DOES NOT Drop Footer Detail 5 FINISH OCCUR AT A PILASTER, OR PILASTER FOUNDATION. NOT TO SCALE 7 9 EL. 59.33 FLOW �3 SLOPED CONCRETE GROUT 1'-011 21-011 81, 811 1/8" / FT. GROUT 54.50 EL. 54.33 6" WATER STOP (TYP.) o SUMP PIT EL. 53.33 41 N REDUCE/ REQUIRE[ 1" PVC PU DRAIN PIP 1-1/4" PVi TO SUMP * * DIMENSION / ELEVATION MAY VARY DEPENDING ON PUMP SUPPLIED 41' \7 - #4 BARS @ 12" O.C.E.W.E.F. 4-3/4" O BOLTS W/ NUTS AND LOCK WASHERS Foundation Step at Monorail Support Beam Chemical Sump Pit 3 Connection at Midspan14 SCALE: 3/4" = T-0" \7V NOT TO SCALE 7 9 Revision Approved Project Team Date Scale: As Shown Reclaimed Water EngineersPlannrs Designed by: BMF/MLC 6/03 Landscts Landscape Architects Drawn by: Rod Butcher 6/03 Date: June, 2003 � Surveyors Augmentation System - Phase IIB ConstructionAfanagentent David A. Glerach Checked by: Ben Fries 6/03 Job No. S0627.03 PIIB w w w. c p If e it g i n e e r s. c o to Registration Number: 38642 C I T Y O F S A N F O R D 500 West Fulton Street, Sanford, Ft 32771 P.O. Box 2808, Sanford, FI atm -2808 Approved by: David A. Glerach 6/03 File: Bldg StructDet2 Phone:4o7.a22.68-il Far407.aa0.06a9 Cernflrateo/Aathorizalbn No.a ** 4" ** EL. 59.5 EL. 57.0 CONCRETE FLOOR 1 EXPANSION JOINT (TYP.) EL. 57.0 CONCRETE FLOOR EL. 55.5 SIDE VIEWAPPPOT ROVED 0 Pump Base Detail 6��1=�-.- SCALE: 3/4" = V-0" �� 9 APR 2 3 2004 Conformed Document RECLAIMED WATER Sheet No. OPERATIONS BUILDING STRUCTURAL DETAILS 1 9 SANFORD MAIN WTP SITE ©2004 CONCRETE SEE DETAI 00OVIDE ADDITIONAL SUPPORTS )R GRATING AT RISER PIPE JT -OUTS TO LIMIT DEFLECTION ) SPECIFIED TOLERANCES 12" D.I.P. RISER PIPE BAND END OF GRATING AROUND PIPING 1/4" x 1-1/2" S.S. NUT & BOLT FASTEN GRATING TOGETHER TYPICAL FOR 8 Grate Detail at Pump Suction / Discharge Riser PipeS 16 NOT TO SCALE 10 10 N Now NOTE: CONTRACTOR SHALL PROVIDE A TAP W/ ISOLATION VALVE ON THE 20" D.I.P. FOR THE PRESSURE INDICATING TRANSMITTER - SIZE AS REQUIRED. COORDINATE W/ ELECTRICAL DRAWINGS, Reclaimed Water Operations Building - Room Finish Schedule ROOM FLOOR WALLS CEILING PUMP ROOM SEALED CONC. FLOOR EXPOSED CONC. BLOCK EXPOSED STEEL STRUCTURE NON-SKID FINISH PAINTED WITH ENAMEL SEMI -GLOSS PAINTED SODIUM HYPOCHLORITE CONC. TRENCH AND TANK PADS CONC. TRENCH WALLS TO MATCH EXPOSED STEEL STRUCTURE ROOM TO BE EPDXY COATED. TRENCH FLOORS. PAINTED NON-SKID FINISH ON TANK PADS EXPOSED CONC. BLOCK TO BE EPDXY COATED TO 6 FT ABOVE FINISH FLOOR ELEVATION. ABOVE 6 FT TO BE ENAMEL SEMI -GLOSS ELECTRICAL ROOM SEALED CONC. FLOOR EXPOSED CONC. BLOCK DROP CEILING 10' ABOVE FINISH NON-SKID FINISH PAINTED WITH ENAMEL SEMI -GLOSS FLOOR. 2'X2' ACOUSTICAL TILE AND DROP IN LIGHTING g 1 8'-6" g \ 5'-0" 25 I 42 41 43 rii r A -1 20" DIP TO RECLAIMED WATER DISTRIBUTION SYSTEM 4" PVC SLEEVE FOR SUMP PUMP DRAIN LINE (TYPICAL FOR 2) 24" DIP FROM RECLAIMED - WATER GROUND STORAGE TANK, (� EL. 54.00 SUMP PUMP DRAIN LINE TO RETENTION POND 4" PVC SLEEVE FOR SUMP PUMP DRAIN LINE (TYPICAL FOR 2) No. Date I Revision A 2/6/04 Conformed Document A Section Y'*A SCALE: 1/4" = 1'-0" 1010 proved No.1 Date DAG FF. EL. 57.0 1_0 HEADER PIPE THRUST RESTRAINT 15 10 8 10'-0" FRP GRATING Mine J PUMP BASE -i 1 PUMP ROOM 9 16 TYP. FOR 3 i 11 -- 19 6 ' �0 11 y111 18 _ 18 h: 29 29 PUMP 1 10 PUMP 2 17 PUMP 3 17 x 100 HP 30 125 HP 16 30 150 HP 16 E mm 8 1 4 15 4_-- 1 4 113; 630 14 14 9 1H1M l � ---- Ul '\u` LJLJ 1 13 17 2 31 3 5 13 3 WALL MOUNTED OPENING FOR PUMP 10 8 FIRE EXTINGUISHER PIPING (TYP. FOR 8) t.:z" ..... x 9 0 >:> ) w . RECLAIMED WATER SODIUM HYPOCHLORITE n«> q PUMP AND CONTROL 10 10 MODULE 34 s 35 s POTABLE WATER SODIUM HYPOCHLORITE POST -CHLORINATION PUMP AND CONTROL 35 ELECTRICAL ROOM (24-0" x 17'-4") MODULE F.F. ELEV. 57.0 POTABLE WATER0 35 37 — SODIUM HYPOCHLORITE PRE -CHLORINATION PUMP AND CONTROL MODULE EiiiEEEidi E� HOSE BIB & WASH HOSE RACK - 19 20 18 I (TYP. OF 3) EMERGENCY ----- 1011 1011 1011 EYEWASH/SHOWER i (TYP. OF 2)€€€ CONCRETE PIPE SUPPORT 7 (TYP.) PLUG ME s L.UiF{ PIPE TRENCH` 25 SUMP 2'x 2' x 12" � Dt SEAL WATER 10 11 DRAIN I ELECTRIC - ROLL -UP DOOR t.. : --— ...:..' : `...... MONORAIL _-.._ ._I:,..,.�.. TROLLEY BEAM (S15 x 42.9) FRP8 9 GRATING; x 21 „ m L IJ r PIPE TRENCH SUMP 2'x2'x12" 23 22 WALL MOUNTED 10 11 FIRE EXTINGUISHER CONCRETE PIPE SUPPORT (TYP.) OPERATIONS BUILDING 7 (56-0" x 46'-0') 7011 F.F. ELEV. 57.00 M ffl EMERGENCY , n M M `2=1 1�1_J le_J NOTE: 39 45 SEE SHEET 12 39 FOR ADDITIONAL DETAILS .uF w THIS AREA. 3,000 ALLON\ °3,000 CIALLOW SO IUM soc IUM HYPOG LORITE HYPOC LORITE STORA E TANK STORACIE TANK VENT LINE x36O ABOVE (TYP. a _- BOTH TANKS) FILL LINE BELOW (TYP. BOTH TANKS) 39 FRP SODIUM E1 GRATING HYPOCHLORITE ROOM 8'121` WALL MOUNTED ® FIRE EXTINGUISHER\ H ELECTRIC 28 1011 28 ROLL -UP 33 DOOR 4" PVC SLEEVE FOR 2 40 27 BOLLARD 26 40 TANK VENT PIPE (TYP. OF 10) �s° 12 (TYP. OF 2) Reclaimed Dater Operations Duildin 4 ik NOTE: CENTERLINE DIMENSIONING MAY VARY DEPENDING ON PUMPS AND FITTINGS FURNISHED. SCALE: 1/4" = T-0" CONTRACTOR TO SUBMIT LAYOUT DRAWINGS FOR PIPING BEFORE CONSTRUCTING PIPE TRENCHES. Revision Approved Project Team Date Scale: As Shown Reclaimed Water Engineers Designed by: BMF/MLC 6/03 ® Landscape Architects Drawn by: Rod Butcher 6/03 Date: June, 2003nners Surveyors David A. Gierach Augmentation System Phase lIR ConstructionMatnt entetrt Checked by: Ben Fries 6/03 Job No. $0627.03 PllB www. e p h e n g i n e e r s . c o In Registration Number: 38642 CI T Y G F S A N F O R G 500 Wept Fulton Street, Sanford, F{ 327/1 Y.O. Box2808, Sanford, R 32771-2808 Approved by: David A. Gierach 6/03 File: Bldg Mechanical Phonc407.32z6841 Fn .407.330.0639 cnn/k,teofAuthorintion No.3215 W Piping Legend T 24" D.I.P. (R.J.) 0 24" WALL PIPE, M.J. x FLG., 6-0" LONG l� 24" x 12" TEE (FLG.) ® 12" D.I.P. (LENGTH TO SUIT) O 12" x 8" REDUCING 90° BEND (FLG.) 8" GATE VALVE (FLG.) 8" FLANGE COUPLING ADAPTER (RESTR.) ® 8" D.I.P. (LENGTH TO SUIT) 9O 8" FLEXIBLE EXPANSION JOINT 10 8" x 6" ECCENTRIC REDUCER (FLG.) 11 8" x 4" CONCENTRIC REDUCER (FLG.) 12 8" CHECK VALVE (SLANTING DISC) 13 12" 90° BEND (FLG.) 14 12" GATE VALVE (FLG.) 15 12" FLANGE COUPLING ADAPTER (RESTR.) 16 12" FLEXIBLE EXPANSION JOINT 17 12" x 8" ECCENTRIC REDUCER (FLG.) 18 HORIZONTAL SPLIT CASE PUMP 19 12" x 6" CONCENTRIC REDUCER (FLG.) 20 12" CHECK VALVE (SLANTING DISC) 21 24" BLIND FLANGE 22 12" BLIND FLANGE 23 20" BLIND FLANGE 24 20" x 12" TEE (FLG.) 25 20" D.I.P. (FLG.) x 3'-10" LONG 26 20" WALL PIPE, M.J. x FLG., 6'-0" LONG 27 2" (SCH. 80) PVC WATER LINE 28 1" (SCH. 80) PVC WATER LINE 29 AIR RELEASE VALVE ASSEMBLY INCL. ISOLATION VALVE (CONNECT ARV DRAIN TO SEAL WATER DRAIN, TYPICAL) 30 1" (SCH. 80) PVC PIPE (SEAL WATER DRAIN) 31 2" (SCH. 80) PVC PIPE (SUMP PUMP DISCHARGE) 32 2" GATE VALVE 33 1" GATE VALVE 34 211 (SCH 80) CPVC PIPE (CHEMICAL FEED) 35 1 (SCH 80) CPVC PIPE (CHEMICAL FEED) 36 3" (SCH 80) CPVC TANK VENT (TYP. FOR 2) 37 1" (SCH 80) CPVC TRUE UNION BALL VALVE VENTED STYLE (TYP. FOR 2) 38 2" (SCH 80) CPVC PIPE (TANK FILL) 39 2" (SCH 80) CPVC DIAPHRAGM VALVE (TRUE UNION) 40 2" x 1" (SCH 80) PVC TEE 41 20" D.I.P. (FLG. x P.E.) LENGTH TO SUIT 42 20" FLANGE COUPLING ADAPTER 43 INSERT STYLE VENTURI FLOW ELEMENT 44 2" (SCH 80) PVC PLUG 45 1" (SCH 80) CPVC DIAPHRAGM VALVE (TRUE UNION) f. rr. o APPROVEDi�"'il ASR 2 3 2004 C 0 Conformed Document RECLAIMED WATER sheet No. OPERATIONS BUILDING MECHANICAL PLAN I'll SAN FOIA D MAIN WTP SITE ©2004 2" (CONC. MOUNTING) 3/8" X 4" (S.S.) MASONRY ANCHORS, O/E. 3" PIPE & LARGER OFFSET PIPE CLAMP, CARPENTER & PATERSON, O/E STAINLESS STEEL. L (STRUCTURAL STL. MOUNTING) 3/8" BOLT W/NUT. I Pipe Support Bracket Detail NOT TO SCALE C A I I/ A t. 117 r r1 n A C. T NOTE: FREE STANDING UNITS SHALL BE CAPABLE OF STANDING WITHOUT ADDITIONAL SUPPORT. STAINLESS STEEL SHOWER HEAD COMBINATION SHOWER ' & EYE WASH SAFETY STATION. (GUARDIAN EQUIPMENT MODEL G1991 HFC, OR APPROVED EQUAL) STAINLESS STEEL BOWL LL: NOTE: Q AN AUDIBLE ALARM/HORN SHALL (D BE PROVIDED TO INDICATE WHEN THE EMERGENCY SHOWER IS IN 00 LL: u_ USE. INSTALL A FLOW SWITCH IN SUPPLY LINE TO PROVIDE A SIGNAL TO SCADA 0) SYSTEM WHEN EYEWASH OR SHOWER IS ACTIVATED. ih r� Single Pipe Support NOT TO SCALE Z v 4 4 4. • a' 4 4 4 44 4 4 4 4 4 NLESS STEEL HOR BOLT. 1/2" PHILLIPS MASONRY ANCHOR, 12" O.C. MAX. NO. & SIZE OF PIPE(S) / VARIES - SEE DRAWINGS. 4 I I \— PIPE STRAP (S.S.). ADJUSTABLE FRAMING CHANNEL v (STAINLESS STEEL 6O.C. MAX). 4 4 13/16" FOR MULTIPLE PIPES ONLY. Pipe Hanger Detail NOT TO SCALE No. Date I Revision ni 2/6/04 Conformed Document 0 A DAG Date 1" IPS STAINLESS STEEL STAY -OPEN BALL VALVE STAINLESS STEEL PIPE & FITTINGS 1" SUPPLY (ROTATE TEE TO ACCOMMODATE SUPPLY LINE LOCATION). SUPPORT FROM WALL AS REQUIRED (2) SPRAY HEADS 1/2" IPS STAINLESS STEEL STAY -OPEN BALL VALVE CHAIN 1 1/4" WASTE LINE, DIRECT TO 6" ABOVE BOTTOM OF CONTAINMENT TRENCH. NOTE: PROVIDE 1" THICK PIPE WRAP INSULATION WHEN EXTERIOR MOUNTED. 4 e q 4 4. ° e ° e tl ' FRP GRATING ' e a ' FOOT CONTROL —J Combination Shower and Eye WaSh Detail 18 NOT TO SCALE 10 11 EL. 57.0 O SUBMERSIBLE SUMP PUMP REFER TO SPECIFICATIONS O 1-1/2" SCH. 80 PVC O 2" x 1-1/2" REDUCER BUSHING O 2" SCH. 80 PVC O 2" SCH. 80 PVC UNION O 2" PVC BALL CHECK VALVE O 2" SCH. 80 PVC 900 BEND �8 STAINLESS STEEL OR FIBERGLASS EL t PIPE SUPPORT W/ STAINLESS STEEL HARDWARE AND FASTENERS NOTES: Sump Pump Detail 23 NOT TO SCALE 10 11 1. ALL FASTENERS SHALL BE TYPE 304 STAINLESS STEEL UNLESS OTHERWISE INDICATED. FASTENERS WITHIN CHEMICAL CONTAINMENT STRUCTURE SHALL BE TITANIUM. BRASS SPRAY NOZZLE. WALL OR POST ---I ,OUT EL. 51.17 EL. 51.0 NOTE: MOUNT HOSE RACK NEXT TO ALL HOSE BIBBS. 20 EAST WALL PIPE HANGER (TYP.) 10 11 OPERATIONS SEE DETAIL SHT. 11 BUILDING 1" SCH. 80 CPVC SODIUM 1" HOSE BIBB CMU WALL OR PILASTER HYPOCHLORITE FEED LINES WITH BACKFLOW PREVENTER 1" GATE VALVE 1" G.S.P. RISER - FINISH GRADE OR FLOOR SLAB (TYP.) ° . 4. '4 • .d d W 1" (SCH. 80) PVC O WATER SUPPLY A n° U ADAPTER Hose Bibb Detail 19 NOT TO SCALE 10 11 25' OF 1" REINFORCED RUBBER HOSE. HOSE RACK ALL 304 S.S. 1 11 '11 \ll l 1 LV VI\ NOTE: ANCHOR WASH HOSE STATION TO WALL OR HANDRAIL WITH STAINLESS STEEL HARDWARE AS REQUIRED. ash Dose Rack Detail r2o- NOT TO SCALE ki0 11 3/8" S.S ANCHO 3" PUMP BASE 1" SCH. 80 PVC- UNION (TYP.) O11 Hint , rl jZ11 2'4" 1 8" 1 8" 1 3'-8" Q i'0 1" SCH. 80 PVC POTABLE WATER LINE FOR EMERGENCY EYEWASH & SHOWER CV BLDG. FINISH FLOOR Section H NOT TO SCALE 10 11 CONC. PUMP PEDESTAL (TYP. FOR 3) PVC ADAPTER (TYP.) [AS REQUIRED PUMP 1 PUMP:2 PUMP 3 1" SCH. 80 PVC DRAIN LINE (TYP.) _f 1" SCH. 80 PVC 90° BEND (TYP.�� )eZ EL. 57.0 N1 ,t, UNION (TYP.)C-- T. , 111 SCH. 80 PVC J DRAIN LINE SLOPE @ 1/8"/FT. NOTE: DRAIN PIPE SHALL BE SUPPORTED IN ACCORDANCE WITH REQUIREMENTS OF THE SPECIFICATIONS. imp Seal Water Drain Schematic r22", NOT TO SCALE k10111 .,11.,e,+ S.S. BAND IE & LARGER. ATH PIPE PAD. 2 - #4, E.F. #4, VERT. #3,12" O.C. DISCHARGE TO SUMP EL. 51.0 All i inti Fcc nT149=P1AnSE 2. ALL METAL ACCESSORIES ASSOCIATED WITH 2 X 11L" + 21 ! 0d e PIPE HANGERS AND SUPPORTS SHALL BE APPROVED 316 STAINLESS STEEL. UNLESS OTHERWISE w NOTES.y INDICATED. Cantilever Pipe Support FOR LOCATIONS WHERE CONC. SLABS ARE NOT ,iot\ I CALLED FOR A CONC. BASE SHALL BE CONSTRUCTED - 3. FOR LOCATIONS WHERE CONC. SLABS ARE NOT NOT TO SCALE 12 THICK AND WITH A 12 OVERLAP ON ALL SIDES Concrete Pipe Su ort Detail CALLED FOR A CONC. BASE SHALL BE CONSTRUCTED FROM PIPE SUPPORT. 7 A 2 3 ZQ04 12" THICK AND WITH A 12" OVERLAP ON ALL SIDES FROM SUPPORT COLUMN. NOT TO SCALE 10' 11 _ Conformed Document1 Revision Approved Project Team Date Scale: As Shown Reclaimed Water Engineers RECLAIMED WATER Sheet No. Designed by: BMF/MLC 6/03 Pia"Hers ® LandscapeArcttitects OPERATIONS BUILDING Drawn by: Rod Butcher 6/03 Date: June, 2003 surveyors Augmentation System w Phase IID Construction David A. Gierach MISCELLANEOUS PIPING DETAILS)'At Checked by: Ben Fries 6/03 Job No. S0627.03 PI w w w. e p It e n g i n e e r s. c o at Registration Number: 38642 e ® SITE C 1 T Y O F S AlN F O K O 500Wret Fulton Strmt, Sanford, Fl. 32711 P.O. Box 2608, Sanford, FL 8772-2808 �./AN F ®� ® MAIN ■ V I ■ E Approved by: David A. Gierach 6103 File: Bldg Mise Details P6onc90b32208R Fax40z:13a0639 crrtl/l at.vfAntAnrizationNo.3215 p2004 co PROPOSED 24" DIP — PUMP SUCTION LINE PVC BA( ANTI -SIF DISCHA 4000 ml PVC SELF - CALIBRATION COL METERING PUMP, 2 TYP. PVC BALL VALVE, (VENTED STYLE) SUC l ....... ... ........................................................................................................................................................................................................ ...........................................................................................................................................................7................................................................................................. , I V� ti i .. / 1 PUMP I ! w It�l.iMP 2 � Y PI,UIMP3 FUTURE44111 1 4" CPVC PIPE SLEEVE SEAL ANNULAR SPACE AT I W _.... ... g EACH END W/ LINK -SEAL MECHANICAL SEALS OR APPROVED EQUAL. ELECTRICAL ROOM (24'-0" x 17-4") F.F. ELEV. 57.0 18 EMERGENCY ------ 1011 EYEWASH/SHOWER FRP GRATING 41 10 40 40 „ 1" CPVC (SCH 80) SODIUM HYPOCHLORITE LINE TO RECLAIMED WATER TANK FLOAT VALVE ASSEMBLY 1" CPVC (SCH 80) SODIUM HYPOCHLORITE LINE TO POST CHLORINATION INJECTION POINT. 1" CPVC (SCH 80) SODIUM HYPOCHLORITE LINE TO PRE CHLORINATION INJECTION POINT %/CRIT Tn TAKIV J rvrl r v . ar-li_vrw , 2 TYP. Typical Piping Schematic for Dual Sodium hypochlorite Skit No.1 Date Revision 2/6/04 Conformed Document NOT TO SCALE 2" CPVC (SCH 80) CHEMICAL FEED LINE W/2" CPVC DIAPHRAGM VALVE (TYPICAL BOTH TANKS) EMERGENCY EYEWASH/SHOWER 18 10 12 2" CPVC (SCH. 80) SUMP PUMP DISCHARGE LINE 2" CPVC DIAPHRAGM VALVE (TRUE UNION) A - SEE SECTION - FRP GRATING THIS SECTION REMOVABLE ELECTRIC ROLL -UP DOOR 2 CPVC TEE W/ 2 CPVC DIAPHRAGM VALVE FOR SODIUM HYPOCHLORITE RECOVERY 3" SCH. 80 CPVC VENT PIPE TO EXTERIOR 2" CPVC (SCH. 80) TANK FILL E1 OF BUILDING (ABOVE) LINE(TYPICAL BOTH TANKS) g (TYP. BOTH TANKS) W/ 2" CPVC DIAPHRAGM VALVE 12 12 L 1" PVC (SCH 80) POTABLE WATER LINE TO EMERGENCY EYE WASH Operations Building SCALE: 1/4" = 1'-0" DAMPNER, 2 TYP. )SURE GAUGE WITH 4TOR, 2 TYP. RT PRESSURE RELIEF 'E, 2 TYP. PULSAT 3 PORT VALVE METERII PVC BALL VALVE, TYP. (VENTED STYLE) SUCTION PVC's DI7G4ZC11RF rA1 Ir -P WITH CK PRESSURE/ 'HON VALVE DISCHARGE FO TANK PVC SELF -FILLING CATION COLUMN FOR A / RINSE Typical Piping Schematic for Single Sodium hypochlorite Skid! NOT TO SCALE Revision Approved Project Team Date Scale: As Shown Designed by: BMF/MLC 6/03 Drawn by: Rod Butcher 6/03 Date: June, 2003 Checked by: Ben Fries 6/03 Job No. 50627.03 1311B Approved by: I David A. Gierach 1 6/03 1 File: Bldg Equipment GRATING ... ANIUM PIPE SUPPORT (TYP.) Section A NO SCALE 12 12 6" DIA. STL. BOLLARD FILLED W/CONCRETE FINISH SURFACE 18" DIA. CONCRETE FOOTING Bollard Detail r26 NOTE: PROVIDE 4" PVC SLEEVE FOR VENT PIPE WALL PENETRATION. SEAL ANNULAR SPACE WITH LINK -SEAL, OR APPROVED EQUAL. 3" SCH. 80 CPVC VENT PIPE TO' EXTERIOR WALL. SUSPEND FROM CEILING W/HANGING PIPE SUPPORT 2" QUICK COUPLING (MALE) AND DUST CAP. 2 EL. 60.67 N 2" SCH. 80 CPVC CHEMICAL FEED PIPE AND FITTINGS 1-1/4" x 1-1/4" x 1/4" (FRP) ANGLE --� BRACKETS WITH 2" TITANIUM "U" BOLT TO SUPPORT FILL PIPE W/ 4-1/4" x 2" TITANIUM ANCHOR BOLTS EL. 57.0 Chem! DROP SLAB THIS AREA TYPICAL FOR SUCTION LINE CD ELEV. 57.0 + FRP GRATING — N 1" CPVC (SCH 80) CHEMICAL -- FEED LINE TO RECLAIMED WATER SODIUM HYPOCHLORITE PUMP (SOUTH TANK ONLY) 2" CPVC (SCH 80) CHEMICAL FEED - LINE (TO POTABLE WATER SODIUM HYPOCHLORITE PUMPS) I Tank Fill S1 NOT TO SCALE 1" CPVC SUCTION LINE AND DIAPHRAGM VALVE TO RECLAIMED WATER (SOUTH TANK ONLY) Reclaimed Water Engineery Planners C � Lalulscnr�e Architects Augmentation System Phase IIB Sgn Construction Management David A. Glerach mmw.cpheni neers.cam Registration Number: 38642 C 1 T Y O F S A N F O R Q 500 WM F"11— Shat Sanford, F1 32771 P.O. nor NOS, Sanford, F1,72M-2W Phone 40 7 322 6841 Far 007.1300639 Cotifmte /.9r1horizalLrn No. fi21$ NO SCALE �10312 PROPOSED 3000 GAL. SODIUM HYPOCHLORITE BULK STORAGE TANK 2" CPVC DIAPHRAGM VALVE (TRUE UNION) PROPOSED CONCRETE HOUSEKEEPING PAD EL. 57.67 Detail El 82 12 CSODIUM HYPOCHLORITE TANK 2" DIAPHRAGM VALVE (TRUE UNION) 2" CPVC SUCTION LINE (TYP-) FRP PIPE SUPPORT (TYP.) #4 BARS @ 12" O.C.E.W. ELEV. 57.67 ELEV. 56.67 #4 BARS @ 12" O.C.E.W., TOP AND BOTTOM PROVEDF-0,AP �\ JON r...� Detail Di SCALE: 1" = 1'-0" 8 12 SPR 2 1 ?aoa Conformed Document RECLAIMED WATER Sheet No. OPERATIONS BUILDING EQUIPMENT DETAILS 12 SANFORD MAIN WTP SITE ©7� EL. 71.67 TOP OF TI CONC. BLOCK (TYP.). C SELECTEE DOWNSPOU- L SPLAS U CD C F.F. West Elevation SCALE: 3/16" = 1'-0" No.1 Date I Revision Q 2/6/04 1 Conformed Document A T A U VI L-14II 4V 1 VI\ L-, %-, VI DAG No. Date A 0 a East Elevation SCALE: 3/16" = 1'-0" Revision T TOP OF TIE BEAM )LIVER 57.0 r26-� 13U12BOLLAI 1 v )� X62 0 (12 �a- 1" DOWNSPOUT W/ ASH PAD )NZE IICATION QUE 4'x 4' LOUVER (TYP.) Exterior and Interior Door Schedule 11 T-0" x 7'-0" ALUMINUM DOOR SEE CONTRACT SPECIFICATIONS 12'-0"x10'-0" ELECTRIC ROLL -UP DOOR (ALUMINUM) SEE CONTRACT SPECIFICATIONS 8'-0"x10'-0" ELECTRIC ROLL -UP DOOR (ALUMINUM) SEE CONTRACT SPECIFICATIONS 3'-8"x7'-10" ALUMINUM DOOR T-0" x 7'-0" ALUMINUM DOOR SEE CONTRACT SPECIFICATIONS SEE CONTRACT SPECIFICATIONS North Elevation SCALE: 3/16" = 1'-0" South Elevation SCALE: 3/16" = 1'-0" APPROVED ' BUILDING DATA WIND VELOCITY (MPH) ............................ WALL OPENINGS IMPORTANCE FACTOR .............................1.15 OPENING MARK OPENING DESCRIPTION LOCATION ZONE OPENING OPENING DIMENSIONS ELEV. (ft.) WIDTH (ft) HEIGHT (ft) MAXIMUM POSITIVE PRESSURE (psi] MAXIMUM NEGATIVE PRESSURE (psf) 1 ALUMINUM DOOR 4 4 3 1 7 28.3 -30.9 2 ROLL UP DOOR 4 5 12 10 25.0 -27.5 3 ROLL UP DOOR 4 5 8 10 25.7 -28.3 4 ALUMINUM DOOR 4 1 4 3.67 8 27.7 -30.2 5 LOUVER 1 5 1 8 1 4 4 28.9 -38.0 APPROVED ' BUILDING DATA WIND VELOCITY (MPH) ............................ 120 IMPORTANCE FACTOR .............................1.15 EXPOSURE CATEGORY ........................... B INTERNAL PRESSURE COEFFICIENT*.. 0.18 MEAN ROOF HEIGHT (ft) ...........................15 BUILDING WIDTH (ft) ................................. 46 BUILDING LENGTH (ft) .............................. 56 ROOF SLOPE (x:12) ................................... 4 7 r ren 2 3 ?004 Conformed Document Pro ect Team Date Designed by: BMF/MLC 6/03 Scale: As Shown Reclaimed Water snAi„rrrs RECLAIMED WATER Sheet No. vm„„rt� • Lan�lsratrr Architects OPERATIONS BUILDING Drawn by: Rod Butcher 6/03 Date: June, 2003 - p SUrT'ryarq Augmentation System - Phase IIB Ca .strurtianMangQrment David A. Glerach ELEVATIONS Checked by: Ben Fries 6/03 Job No. S0627.03 PIIS 2D rt. uY . r p h e n x „ e e r s . r O m Registration Number: 38642 C T Y O r 5 A N F= d F Z f7i sm wn1 rnn n sn rt, 5cn1nrcl, rt.ttn� r.o. tbx2R0Y{ son/n e, ri.nm-zRnx SAN FO R D MAIN WTP SITE Approved by: David A. Gierach 6/03 File: Bldg Elevations r�,on�,4oznZne4, F-4ozsa".nn.w c'rn)u l—fAn,h—t—Nn..t2�ti 02W4 0 L _ J !.� m 4" 90' BEND 4" BLIND FLANGE W/4" NPT, (FLG x FLG)4" OSP SHORT NIPPLE AND 4" QUICK COUPLING AND DUST COVER. 4" GATE VALVE (FLG x FLG) 6" x 4" REDUCER ') (FLG x FLG) 2'x 2'x ""THICK r+ n CONCRETE PAD 6" DIP 6" 90° BEND, M.J. (RESTRAINED) 6" DIP DRAIN LINE Ground Storage Tank Drain/ -"'N Pump -Out connection etall 6 SCALE: 3/8" = T-0" 6'a5 I 19 PIPE RESTRAINT FOR PVC PIPE (C -9001C-905 DR 18) MINIMUM RESTRAINED LENGTH (FT) - EACH SIDE OF FITTING PIPE SIZE - INCHES 6 8 1 10 12 14 1 16 1 18 1 20 1 24 3 4 5 6 6 7 8 9 10 6 8 10 12 13 15 16 17 20 )_ 13 17 21 24 27 30 33 36 41 3 32 42 50 58 66 73 80 87 100 8 10 12 14 16 18 20 22 25 1 16 20 24 28 32 36 40 43 50 3 33 42 51 59 67 75 83 91 105 3 79 102 122 143 163 182 201 219 253 3 41 63 83 103 129 141 159 177 210 3 79 102 122 143 163 182 201 219 253 4 8X4 8X6 10X6 10X8 12X6 12X8 12X10 14X6 108 1 74 43 76 32 106 77 42 133 108 :6 16X8 16X12 18X8 _41 18X12 18X16 20X12 20X16 24X12 24X16 9 137 79 163 111 41 141 78 194 142 PIPE RESTRAINT FOR D.I. PIPE MINIMUM RESTRAINED LENGTH (FT) , EACH SIDE OF FITTING PIPE SIZE - INCHES 6 8 10 12 14 1 16 1 18 I 20 1 24 3 4 4 5 6 6 7 8 9 6 7 9 10 12 13 14 16 18 1 12 15 18 21 24 27 30 32 37 29 37 44 52 59 65 72 78 90 4 6 8 9 11 12 14 15 17 19 1 12 15 19 22 25 28 31 34 _ 39 7 25 32 39 45 52 58 64 70 82 z 60 77 94 109 125 140 155 169 197 i 31 1 48 63 1 79 1 94 1 108 123 136 164 60 1 77 94 1 109 125 1 140 155 169 197 4 8X4 8X6 10X6 10X8 12X6 12X8 12X10 14X6 14X8 1 57 33 59 32 82 59 32 103 84 :6 16X8 16X12 18X8 18X12 18X16 20X12 20X16 24X12 24X16 3 106 60 126 86 32 109 60 150 110 a LENGTH WHEN TEST PRESSURES EXCEED 150 PSI, 3ASED ON USING DUCTILE IRON FITTINGS. SHOWN ARE BASED ON THREE (3) FEET OF COVER, LAYING CONDITION 3. 3ASED ON SAND -SILT SOILS, INT. FRICTION ANGLE = 30, DENSITY = 90 PCF I RATIO OF 0.6 (PVC), 0.75 (DI), PIPE TO SOIL COHESION RATIO OF 0 (PVC AND DI) .ENGTHS FOR DIFFERENT SOIL TYPES. INED LENGTH WHEN USING POLYETHYLENE ENCASEMENT. ED ON A MAXIMUM DISTANCE BETWEEN FIRST JOINTS OF 20 FEET. E DECREASE, INCREASE THE RESTRAINED LENGTH. E INCREASE, DECREASE THE RESTRAINED LENGTH. N IS FOR NON-REDUCING TEES. FOR REDUCING TEES, THE RESTRAINED CH SHALL BE EITHER THE LENGTH BASED ON THE DIAMETER OF THE RUN NGTH REQUIRED FOR A REDUCER FITTING, WHICHEVER IS GREATER. DNS TO THE ABOVE SHALL BE APPROVED BY THE ENGINEER. TILIZED FOR THE ABOVE TABLE IS 1.5. ;!on Approved No. Date Revision DAG 1" C HYF CURB 4 SCHEDULE 40 GALVANIZED PIPE AND FITTINGS OR SCHEDULE 80 PVC PIPE AND FITTINGS METER BOX AND LID TO BE FLUSH WITH FINISHED GRADE, SHUT OFF VALVE r 4" TO 6" DOUBLE CHECK OR REDUCED PRESSURE DEVICE UNION -f 4 r— UNION 12" TO 30" ABOVE GRADE FINISHED GRADE . METER CURB STOP -� SERVICE LINE 0 + CORP. STOP DOUBLE STRAP SADDLE WATER MAIN NOTES: 1. A POSITIVE DIELECTRIC CONNECTION SHALL BE MADE BETWEEN ALL GALVANIZED AND BRASS COMPONENTS. 2. METER SHALL BE INSTALLED BETWEEN SIDEWALK AND CURB WHERE APPLICABLE, OR AT PROPERTY LINE AND IN NO CASE SHALL IT BE INSTALLED IN SIDEWALK OR OTHER PAVED AREAS. 3. USE PRIMER SUITED TO BASE MATERIALS. FINISH WITH TWO COATS OF BLACK EXTERIOR ENAMEL. Domestic Meter Double Check Valve Or Reduced Pressure Zone Assembly CITY OF SANFORD 1999 FIG. 503 Tank Fill Valve Assembly 4 NOT TO SCALE 6 1 PIPING LEGEND 16" D.I.P. (MJ) O2 16" 90° BEND (MJ), RESTRAINED O 16" D.I.P. (FLG. x P.E.), LENGTH TO SUIT ® 16" 90° BEND (FLG.) �5 16" x 12" CONCENTRIC REDUCER (FLG.) © 12" BUTTERFLY VALVE (FLG.) W/ ELECTRIC OPERATOR 0 12" PRESSURE SUSTAINING VALVE ® 12" FLANGE COUPLING ADAPTER (RESTR.) ® PIPE SUPPORT (TYP.) 10 12" D.I.P. (FLG. x P.E.), 10'-0" LENGTH, MINIMUM 11 12" D.I.P. (FLG.), 2'-0" LENGTH, MINIMUM WITH 1" TAPPED BOSS FOR INJECTION ASSEMBLY. 12 12" GATE VALVE (FLG.) 13 PRESSURE GAUGE ASSEMBLY (PRESSURE GAUGE, 0-100 PSI, DIAPHRAGM SEAL, ISOLATION BALL VALVE) EXIST. 4'-0" X 4'-6" ALUMINUM 5'-6' NOTE: HATCH W/ HINGE & LOCK EXISTING CONCRETE VAULT EXISTING GRASSING & SIDEWALK (TOP EL 56.5) THAT IS REMOVED / DAMAGED DURING CONSTRUCTION SHALL BE REPLACED BY THE CONTRACTOR TO _- AN EQUAL TO OR BETTER THAN :.TWI CONDITION EXISTING FLANGED COUPLING ADAPTER EXISTING 20" FLG x PE (TO BE RE -USED) N NWALL PIPE EXISTING 20" FLG x PE r——� EXISTING 20"—/ RECLAIMED WATER MAIN __ I Iii. 1 EXISTING 20" _ - _ « _ RECLAIMED EXISTING 20" FLG x PE WATER MAIN WALL PIPE -".: — a _ ._:m ff CONTRACTOR SHALL DISCONNECT THE EXISTING PROVIDE ADJUSTABLE PIPE FLANGE COUPLING ADAPTER, REMOVE THE EXISTING SUPPORTS AT VALVE (TYP.) 8" SPOOL PIECE, INSTALL THE PROPOSED BFV AND RE -CONNECT THE FLANGE COUPLING ADAPTER. PROVIDE NEW BOLTS, NUTS, AND GASKETS AS REQUIRED TO MAKE THE CONNECTION. 20" Butterfly Valve w/Electric Operator 1 PIPING LEGEND SCALE: 3/8" = 1'-0" 6 I 19 COATED SERVICE SADDLE WITH DOUBLE STAINLESS STEEL STRAPS (SIZE AS REQUIRED x 1") O 1" CORPORATION STOP/ CPVC INJECTION QUILL ASSEMBLY O3 1/2" CPVC SCH. 80 TRUE UNION BALL CHECK VALVE FINISHED GRADE ® 1/2" PVC INSERT FITTING, FEMALE ADAPTER (Fipt x Insert) 05 1/2" REINFORCED PVC TUBING, LENGTH TO ALLOW REMOVAL / INSERTION OF 14 \� INJECTION QUILL ASSEMBLY 36" MIN. PLICO CASING END SEALS TYPE (SEE NOTE 2 ) COVER J 1/2" CPVC SCH. 80 UNION (Fiptx Fibt) 650 MODEL C AT BOTH ENDS - -r- FU I of 1" CPVC SCH. 80 TEE WITH 1" x 1/2" REDUCER BUSHING (Spilt x Fipt) RESTRAINED � JOINT DUCTILE `8 1" CPVC SCH. 80 TRUE UNION BALL CHECK VALVE IRON PIPE O 1" CPVC SCM. 80 TRUE UNION BALL VALVE VENT HOLE 10 1" SOLENOID VALVE 6" MIN. NOTES: 1. ALL SODIUM HYPOCHLORITE PIPING, FITTINGS AND VALVES SHALL BE SCH. 80 STEEL CASING PIPE CPVC, UNLESS OTHERWISE NOTED. DUCTILE IRON PIPE Sodic ypochlorite Infection / tushing 2' PRE -CHLORINATION AND POST -CHLORINATION INJECTION / FLUSHING PIPING SHALL BE INSTALLED BELOW -GRADE IN EXISTING CONCRETE VAULTS. THE CONTRACTOR SHALL PROVIDE PIPE SUPPORTS TO ADEQUATELY SUPPORT THE Piping Schematic r2 PIPING. INSTALLED PIPING SHALL NOT INHIBIT/ INTERFERE WITH ACCESS INSIDE THE VAULTS. NOT TO SCALE 6 1191 3. WALL PENETRATIONS IN EXISTING VAULTS FOR THE INJECTION / FLUSHING PIPING SHALL BE CORED AND SEALED WATERTIGHT WITH LINK -SEAL, OR APPROVED EQUAL. 4. INJECTION /FLUSHING PIPING PRIOR TO THE PROPOSED RECLAIMED WATER ANODE GROUND STORAGE TANK SHALL CONNECT TO ABOVE -GRADE PIPING JUST DOWNSTREAM OF THE FLOAT CONTROL VALVE. THE CONTRACTOR SHALL PROVIDE A TAPPED SPOOL PIECE IN LIEU OF SERVICE SADDLE FOR THE D.I.P. NOTE: CONNECTION. PIPE SUPPORTS SHALL BE FURNISHED FOR ALL INJECTION / FLUSHING ABOVE -GRADE PIPING CASCADE CASING SPACER, OR EQUAL T-304 STAINLESS W/ CHHW POLYMER RUNNERS Flfd Final (rig c Date 1. WHERE PRACTICAL, CASING SHALL EXTEND 8 BEYOND EDGE OF PAVEMENT ED ��5. POTABLE WATER FLUSHING LINE (ITEMS ,& 10 SHALL BE AND SHALL NOT BE LESS THAN 6'BEYOND EDGE OF PAVEMENT IN ANY CASE. APPROV "s"OMITTED FROM SODIUM HYPOCHLORITE INJECTION PIPING FOR THE 2. CASING SPACERS AND END SEALS TO BE INSTALLED PER MANUFACTURER'S f RECLAIMED WATER MAIN (20" D.I.P.). INJECTION ASSEMBLY SHALL BE RECOMMENDATIONS INSTALLED IN A 5'x 5' PRECAST CONCRETE VAULT W/ OPEN BOTTOM.�9 PROVIDE A 30" x 30" ALUMINUM HATCH COVER (300 PSF MIN. LOADING) WITH r RESETTABLE COMBINATION LOCK, PADLOCK STAPLE AND LOCKING HASP. VAULT SHALL BE SET ON A 12" MIN. GRAVEL STONE BEDDING AND FILLED Boring and lack Detail W/ GRAVEL TO THE BOTTOM OF THE 20" RWM. DEPTH OF VAULT SHALL BE 6'-0" MIN. (FIELD VERIFY). NOT TO SCALE APR 2 3 2004. Conformed Document Project Team Date Scale: As Shown E"g1rieC's Sheet No. Designed by: BMF/MLC 5/03 Planners Reclaimed ta»neReclaimed Water Surveyors a eflrchi[ecrs Drawn by: Rod Butcher 5/03 Date: May, 2003 MISCELLANEOUS Sf G 9p D CnnnfeFinnMnnngenent David A. Gierach Checked by: Ying Lee/Ben Fres 5/03 Job No. S0627.03 PIIB Augmentation System - Phase IIBwww. cprengineers. co of PIPING DETAILS Registration Number: 38642 11W9 C _r Y O F S A N F C) R C) 500 Waf Fufton Str"t, Sanford, FL 3277! P.O. nox2808, Sonjord, FL 32M-2808 Approved by: David A. Gierach 5/03 File: Misc Site Details Paonc404=6841 F•�40z33o,0639 cofif.calcofd:,U,oriznfton Nn.32t.5 p 2004 C) N L U O O v N x O O cn x U M a a) L U 7 rL 0 M n C N V O O N V N m N a /i�.3� 3 10.,8 „� F[7f�7 0 6" DIA. STL. BOLLARD 0 FILLED W/CONCRETE u3 FINISH SURFACE o _ DIA. CONCRETE FOOTING M ' MOO Bollard Detail 5 NOT TO SCALE 2�2O 10,17 EXISTING EDGE OF PAVEMENT �3 1" SCH 80 PVC RECLAIMED CV WATER LINE 10.57 •, 5'-0" w ass PROPOSED SELF PRIMING 1i1-74 CENTRIFUGAL PUMPS I ; (TYP. OF 2) 1 1{ . BOLLARDS 20 20 (TYP. OF 3) L. J' PROPOSED RECLAIMED WATER 1 AUGMENTATION PUMP STATION I I I I I I I ' I I I 10.50 ............. _.._.. _......... - _ ,_ .... ........... • PROPOSED 18" DISCHARGE �,. LINE - CONNECT TO EXISTING -� PIPELINE ,l I r, EXISTING 18" DIP AND FITTINGS TO BE REMOVED 81 �j AND INCORPORATED INTO 'f THIS CONTRACT. MATERIAL NOT UTILIZED IS TO REMAIN THE PROPERTY OF THE 9.74 CITY OF SANFORD. 9,4 10.90 r\ SC V 10.513 µ E .. s_ QHW No. Date Revision 2/6/04 Conformed Document 0 0 10.81 e OW ............... .-......__.._-------- - - ----------- T", IMAM 10.:5 10.09 10., (11.14 proved No. Date DAG 0 a N, C1.�1.. Revision 10" 90' BEND (FLG.) 10" DIP x 6'-0" (FLG x PE) PIPE SUPPORT WITH STAINLESS STEEL HARDWARE SEE PIPE SUPPORT BRACKET DETAIL Ch u 8.3 13'-6" EL. 9.01 PROPOSED 10" RE -CIRCULATION LINE EL. 5.75 LU CORE 14" HOLE AND CONNECT 10" DIP TO MANHOLE WITH 18.a KOR-N-SEAL BOOT, LINK SEAL OR APPROVED EQUAL. Section A -A SCALE: 3/8" = V-0" ,.._ aL GROUND ROD 3/8" X 10' Q� / w z 0 � c CORNERS OR CHANGE IN DIRECTIONS ALONG FENCE LINE. a FENCE DIRECTION a t Typical Fence Detail PROPOSED 10" SUCTION LINE `O (TYP. OF 2) T a �— EXISTING MANHOLE "J" MODIFICATION 4 , 20 20 r � PROPOSED 10" RE -CIRCULATION LINE -- PROPOSED CHAIN LINK 2 FENCE AND EROSION 20 20 CONTROL WALL EXISTING 36" C.I.P. r 1 A a PROPOSED SILT FENCE F.D.O.T. INDEX 102 11 CORNER POST #2 BARE CONDUCTOR - ATTACHED TO CORNER POST PROVIDE 1/2" NEOPRENE GASKET (TYP. 4" x 3" x 5/16" Al 3" 4" 3/4" STAINLESS STEEL U -BOLT PIPE SUPPORT (TYP. OF 2) 10" DIP FRONT VIEW 4" x 3" x 5/16" ANGLE, T-0" LONG WELDED TO WALL MOUNTED ANGLES 3" MIN. EMBEDMENT (TYP.) 4" x 3" x 5/16" ANGLE, V-6" LONG W/ 3/8" x 5" STAINLESS STEEL ANCHOR BOLTS (TYP. EACH END) Manhole "I" Pipe_ Support Detail NOi TO SCALE 20120 FENCE POST 1" STONE NO. 57 IIIIIIII I � I IIIc ' 'III I I INDUSTRIAL GRADE °D LANDSCAPE FABRIC N i CONCRETE EROSION ICONTROL WALL _I d 6x6-W1.4xW1.4W.W.F. v = 6" Chain link Fence and Erosion Control Wall Detail 2 NOT TO SCALE 20�2O SLEEVE COUPLING (21'4" O.C. MAX.) 10'-0" MAX. / 10'-0" MAX. f TOP RAIL 10" DIP SUCTION LINE (ABOVE GRADE) (TYP. FOR 2) f INSTALL NEW ALUMINUM GRATING PROPOSED 10" RE -CIRCULATION PLAN VIEW MIN. SEPARATION AT CROSSING VINYL COATED BLACK, CLASS A BONDED, ZINK COATED (GALVANIZED) STEEL CHAIN LINK FENCE, 84 INCHES HIGH, WITH 9 GA. WIRE WOVEN IN A 1" DIAMOND MESH. j \ � i II ,I fS � j'fy�pa f i 10" DIP RE -CIRCULATION ' LINE (BELOW GRADE) _P 10" DIP 90 BEND (FLG.) (TYP. FOR 2) EL. 9.01' (INSIDE EDGE OF INNER RIM 0.45' BELOW TOP OF F STRUCTURE) co PIPE SUPPORT 1 (TYP. OF 2) 20 20 10" DIP (FLG.) (TYP. FOR 2) 3'-4" V-10" REMOVE SHELF AND FILLETING AS SHOWN. REMOVAL TO BE ACCOMPLISHED BY METHODS WHICH WILL NOT DESTROY THE INTEGRITY OF THE REMAINING STRUCTURE. 36" C.I. 10" FLARE CASTING (FLG.) (TYP. FOR 2) co N. INVERT @ EL. -5.88' SECTION B -B Manhole "l" Modification Detail 4 NOT TO SCALE 20 ENGINEER WILL FURNISH SITE BENCHMARK APPROVED F INFORMATION (LOCATION IAND ELEVATION) FOR A CONTRACTOR'S USE PER "SPECIFIC PURPOSE 0�S *� SURVEY" BY TINKLEPAUGH SURVEYING SERVICES, INC. - SX#6935, DATED 10/27/99) �r APR 2 3 2004 Conformed Document PUMP STATION PLAN & Sheet No. MH "J" MODIFICATION DETAILS211 SANFORD NORTH WRF SITE ^ `J ZMIb GROUND ROD 3/8" X 10' L EROSION 20 20 CONTROL WALL COPPER CLAD (TYP_) ALL NOTE: BRACE CORNER POSTS IN BOTH CORNERS OR CHANGE IN DIRECTIONS ALONG FENCE LINE. a FENCE DIRECTION Typical Fence Detail r3 NOT TO SCALE 2OV20 Project Team Date Scale: 1"=10' Reclaimed Water Plamler Pt""""" by: BMF/MLC 6/03 Designed SCAtIe ArchtLPCCR p Drawn by: Rod Butcher 6/03 Date: June, 2003 AugmentationSystem - Phase 11B sure s°rO�"n cti"'°"M°>u'A"t David A. Glerach Checked by: BMF/MLC 6/03 Job No. S0627.03 PIIS 211 U, w. e P h e" g i n e e r s. c o m Registration Number: 38642 Approved by: David A. Gierach 6/03 Pump Station - Site Plan C I _r Y Q F S A N F C -I R d 5RR W,.1FvNnn Shut, San/nrJ, F1.32771 P.O. 14-2RLL{ tion/md FL 32772-27 P1,"" 407!nzeR41 Fa _ 40Z370.R6," CerHfi�ho/n"1>.or1=nt„,xo.3215 Ill j \ � i II ,I fS � j'fy�pa f i 10" DIP RE -CIRCULATION ' LINE (BELOW GRADE) _P 10" DIP 90 BEND (FLG.) (TYP. FOR 2) EL. 9.01' (INSIDE EDGE OF INNER RIM 0.45' BELOW TOP OF F STRUCTURE) co PIPE SUPPORT 1 (TYP. OF 2) 20 20 10" DIP (FLG.) (TYP. FOR 2) 3'-4" V-10" REMOVE SHELF AND FILLETING AS SHOWN. REMOVAL TO BE ACCOMPLISHED BY METHODS WHICH WILL NOT DESTROY THE INTEGRITY OF THE REMAINING STRUCTURE. 36" C.I. 10" FLARE CASTING (FLG.) (TYP. FOR 2) co N. INVERT @ EL. -5.88' SECTION B -B Manhole "l" Modification Detail 4 NOT TO SCALE 20 ENGINEER WILL FURNISH SITE BENCHMARK APPROVED F INFORMATION (LOCATION IAND ELEVATION) FOR A CONTRACTOR'S USE PER "SPECIFIC PURPOSE 0�S *� SURVEY" BY TINKLEPAUGH SURVEYING SERVICES, INC. - SX#6935, DATED 10/27/99) �r APR 2 3 2004 Conformed Document PUMP STATION PLAN & Sheet No. MH "J" MODIFICATION DETAILS211 SANFORD NORTH WRF SITE ^ `J ZMIb FILLED CELL REINFORCED -- WITH (1)#5RE8ARVERTICAL (7YPj&2.58OPSI GROUT MIN. EMBEDDED TRUSS ANCHORS (HURRICANE CL|PS) @ EVE RYTRUSS PROVIDE Q|N\PSONHETA2OEMBEDDED TRUSS ANCHORS. 1^x8^P][.-- 8^n1G^CONCRETE BLOCK WITH KNOCK-0UT8AND 145BAR CONTINUOUS. TINTED SPLIT -FACE BLOCK. --- COLOR TOMATCH EXISTING RECLAIMED WATER AUGMENTATION BUILDING. 145BAR |NALL FILLED CELLS AS -- SHOWN ONTHE FOUNDATION PLAN. 4^(TYPj FINISH GRADE � | LU i Sn 1/2" EXPANSION ' JOINT (T`/P.) � 8^ 4.000 P0 CONCRETE SLAB ON VAPOR BARRIER | OVER TERMITE TREATED i CLEAN COMPACTED FILL TO SMOOTH FINISH (TY1Pj ' � / EMBEDDED TRUSS ANCHORS (HURRICANE CL|PS) @ EVE RYTRUSS PROVIDE Q|N\PSONHETA2OEMBEDDED TRUSS ANCHORS. 1^x8^P][.-- 8^n1G^CONCRETE BLOCK WITH KNOCK-0UT8AND 145BAR CONTINUOUS. TINTED SPLIT -FACE BLOCK. --- COLOR TOMATCH EXISTING RECLAIMED WATER AUGMENTATION BUILDING. 145BAR |NALL FILLED CELLS AS -- SHOWN ONTHE FOUNDATION PLAN. 4^(TYPj FINISH GRADE No. Date Revision A 2/6/04 Conformed Document GATE POST (TYP.) ---/ Foundation an �-50^CDXPLYWOOD PAINTED WHITE, SEE 1^nG^TRIM. SPECIFICATIONS CAULK ATTOP AND BOTTOM PRECAST CONCRETE LINTEL WITH 245 MINIMUM SPLICE LENGTH FOR #3.#4 AND #5BARS |STOBE25-|NCHES. 4^ #4@ 1�^-1 FLOC>��-1DRAIN 1 CHAMFER CONCRETE 6" HOUSEKEEPING PAD 6" .~ | VAPOR BARRIER NOTE: EQUIPMENT NOT SHOWN FOR CLARITY. Section Y Approved No.1 Date DAG PRE-ENGINEERED FACTORY BUILT WOOD TRUSSES (24 O.C) GUTTER (TYP.) L4STEEL LINTEL SEE DETAIL THIS SHEET NOTE: FASCIA, SOFFIT, AND GUTTER TO MATCH EXISTING TERTIARY FILTRATION EQUIPMENT AND CHEMICAL BUILDING'S MATERIALS, COLORS, AND CONSTRUCTION. DOWNSPOUT (TYP.) - 6"THICK 3,000 PSI CONCRETE APRON 2Z c6irT 11'4" / 3'-4" 12 12 IN TWO PIECE ALUMINUM INSERT TO BE FABRICATED AND INSTALLED IN OPENINGS 3.1 EDGES TO BE FOLDED BACK SECURED TO BLOCK WITH ANCHOR BOLTS. OPENING iie AROUND PIPES TO BE NO GREATER THAN 1/4". �4 ALUMINUM TO BE PAINTED SAME COLOR AS GUTTERS, FASCIA AND DOWNSPOUTS. t Detail TO SC/ NOT LSEE DETAIL TYPICAL FOR BOTH East Elevation WALL OPENINGS. 4 1' -6" FFET L-1 LINTELS 14A" 1,321 5,553 H Steel Lintel � �l NOT TO SCALE CLEAN-OUT N8RECESS| CAP TOP OF WALL EL. 22.5 TINTED SPLIT -FACE CONCRETE BLOCK. COLOR TDMATCH EXISTING RECLAIMED WATER AUGMENTATION BUILDING. GUTTER DOWNSPOUT TOP OF SLAB EL. . --4^SDR 35PVC DRAIN PIPE @0.5Y6SLOPE SHINGLES TO8ETAMCO3U-YEAR FUNSUS'RES|8TENTASPHALT SHINGLES. ENGINEER TO SFLECT COLOR AND STYLE. Lx GRADE FLOOR TO ENSURE POSITIVE DRAINAGE TO FLOOR DRAIN Ix FLOOR DRAIN Z-508 HEAVY DUTY DRAIN, OR Eo APPROVED EQUAL RAISED CONCRETE RAISED CONCRETE HOUSEKEEPING PAD HOUSEKEEPING PAD LO ro in] No. Date Revision A 2/6/04 Conformed Document GATE POST (TYP.) ---/ Foundation an �-50^CDXPLYWOOD PAINTED WHITE, SEE 1^nG^TRIM. SPECIFICATIONS CAULK ATTOP AND BOTTOM PRECAST CONCRETE LINTEL WITH 245 MINIMUM SPLICE LENGTH FOR #3.#4 AND #5BARS |STOBE25-|NCHES. 4^ #4@ 1�^-1 FLOC>��-1DRAIN 1 CHAMFER CONCRETE 6" HOUSEKEEPING PAD 6" .~ | VAPOR BARRIER NOTE: EQUIPMENT NOT SHOWN FOR CLARITY. Section Y Approved No.1 Date DAG PRE-ENGINEERED FACTORY BUILT WOOD TRUSSES (24 O.C) GUTTER (TYP.) L4STEEL LINTEL SEE DETAIL THIS SHEET NOTE: FASCIA, SOFFIT, AND GUTTER TO MATCH EXISTING TERTIARY FILTRATION EQUIPMENT AND CHEMICAL BUILDING'S MATERIALS, COLORS, AND CONSTRUCTION. DOWNSPOUT (TYP.) - 6"THICK 3,000 PSI CONCRETE APRON 2Z c6irT 11'4" / 3'-4" 12 12 IN TWO PIECE ALUMINUM INSERT TO BE FABRICATED AND INSTALLED IN OPENINGS 3.1 EDGES TO BE FOLDED BACK SECURED TO BLOCK WITH ANCHOR BOLTS. OPENING iie AROUND PIPES TO BE NO GREATER THAN 1/4". �4 ALUMINUM TO BE PAINTED SAME COLOR AS GUTTERS, FASCIA AND DOWNSPOUTS. t Detail TO SC/ NOT LSEE DETAIL TYPICAL FOR BOTH East Elevation WALL OPENINGS. 4 1' -6" FFET L-1 LINTELS 14A" 1,321 5,553 H Steel Lintel � �l NOT TO SCALE CLEAN-OUT N8RECESS| CAP TOP OF WALL EL. 22.5 TINTED SPLIT -FACE CONCRETE BLOCK. COLOR TDMATCH EXISTING RECLAIMED WATER AUGMENTATION BUILDING. GUTTER DOWNSPOUT TOP OF SLAB EL. . --4^SDR 35PVC DRAIN PIPE @0.5Y6SLOPE SHINGLES TO8ETAMCO3U-YEAR FUNSUS'RES|8TENTASPHALT SHINGLES. ENGINEER TO SFLECT COLOR AND STYLE. INV. 7.50 NOTES: 1 ROOF SHEATHING TUBE5/8" MINIMUM EXTERIOR GRADE CDXPLYWOOD WITH CLIPS AND FASTENED TOTHE TRUSSES WITH 8dRING SHANK GALVANIZED BOX NAILS AT8^O.C.ATEDGES AND ATINTERMEDIATE FRAMING. SPACE NAILS AT4^[).C.MIN. ATGABLE TRUSS- SHEATHING SHALL BECOVERED WITH 15# FELT. SHEATHING SHALL BESEPARATED BYG|MPSON(OR APPROVED EQUAL) GALVANIZED CLIPS. 2. THE DRIP EDGE, SOFFIT, RIDGE VENT, GUTTERS, DOWNSPOUTS, AND FASCIA SHALL BEALUMINUM WITH AFACTORY APPLIED ENAMEL COATING. THE COLOR SHALL MATCH THE EXISTING RECLAIMED WATER AUGMENTATION BUILDING- THE DRIP EDGE, FASCIA AND SOFFIT SHALL BEATTACHED USING ALUMINUM NAILS. THE COLOR SHALL MATCH THE MATERIAL BEING SECURED. 3 SHINGLES TOBETAMCO(OR APPROVED EQUAL) 30 -YEAR FUNGU8'RE8|3TENTASPHALT SHINGLES. COLOR AND STYLE TC) MATCH EXISTING RECLAIMED WATER AUGMENTATION BUILDING. Revision Approved Project Team Date Scale: As Shown Engineers ��N�)�� U�Plannern Designed by: BMF/MLC 6/03 Drawn by: Rod Butcher 6/03 Date: June, 2003 Checked by: BMF/MLC 6/03 Job No. S0627.03 P11B Approved by: David A. Gierach 6/03 Pump Station - Structural 14�8^VVx18�O^H CHAIN LINK DOUBLE SWING GATE NK9 GAUGE VINYL COATED BLACK, CLASS ABONDED, ZINC -COATED (GALVAN|ZEO)FABRIC WOVEN |N * ONE INCH MESH. ^�__=��e_~~~ti~~,� n�U�U�� Elevation 4^SDR 35PVC DRAIN PIPE @U.5%SLOPE CODE COMPLIANCE STATEMENT THIS STRUCTURE WAS DESIGNED |N ACCORDANCE WITH, AND MEETS THE REQUIREMENTS OFSECTION 180U FLORIDA BUILDING CODE 2801 FOR 120 M.P.H.WIND ZONE, �� Landscape Architect.,Augmentation Svstem - Phase 1111 7C]Srhi Surveyarq iageynent David A. Giarmch Registration Nurnber� 3W2 TOP OF WALL EL. 22.5 'UTTER DOWNSPOUT [|NTEDSPLIT-FACE CONCRETE 3LOCK. COLOR TDMATCH EXISTING RECLAIMED WATER AUGMENTATION 3U|LD|NG. TOP OF SLAB EL. 10.50 K INV. 7.40 L4^SINGLE WALL CORRUGATED HDPE PIPE WITH PERFORATIONS, WRAPPED WITH KNITTED SOCK DOUBLE SWING GATE NOTES: 1 ALL FASTENERS AND HARDWARE TO8ESTAINLESS STEEL. 2. HINGES TOBETHEFT AND TAMPER RESISTANT. 3. PROVIDE STAINLESS STEEL HASP AND LOCK. AppROVED F � APR �2004-- ` � -7- C � ` �^��~� � �~�� '.�, . � �� ^��-� � �Conformed Documeiii]Sheet No.PUMP STATION FOUNDATION PLAN& BUILDING ELEVATIONS 21'SANFORD NORTH WRF SITE � Lx Ix 6" MIN. (2) S -S. CANE BOLTS W/ 1" DIA. RECEIVING HOLES IN CONCRETE IN DRIVEWAY INV. 7.50 NOTES: 1 ROOF SHEATHING TUBE5/8" MINIMUM EXTERIOR GRADE CDXPLYWOOD WITH CLIPS AND FASTENED TOTHE TRUSSES WITH 8dRING SHANK GALVANIZED BOX NAILS AT8^O.C.ATEDGES AND ATINTERMEDIATE FRAMING. SPACE NAILS AT4^[).C.MIN. ATGABLE TRUSS- SHEATHING SHALL BECOVERED WITH 15# FELT. SHEATHING SHALL BESEPARATED BYG|MPSON(OR APPROVED EQUAL) GALVANIZED CLIPS. 2. THE DRIP EDGE, SOFFIT, RIDGE VENT, GUTTERS, DOWNSPOUTS, AND FASCIA SHALL BEALUMINUM WITH AFACTORY APPLIED ENAMEL COATING. THE COLOR SHALL MATCH THE EXISTING RECLAIMED WATER AUGMENTATION BUILDING- THE DRIP EDGE, FASCIA AND SOFFIT SHALL BEATTACHED USING ALUMINUM NAILS. THE COLOR SHALL MATCH THE MATERIAL BEING SECURED. 3 SHINGLES TOBETAMCO(OR APPROVED EQUAL) 30 -YEAR FUNGU8'RE8|3TENTASPHALT SHINGLES. COLOR AND STYLE TC) MATCH EXISTING RECLAIMED WATER AUGMENTATION BUILDING. Revision Approved Project Team Date Scale: As Shown Engineers ��N�)�� U�Plannern Designed by: BMF/MLC 6/03 Drawn by: Rod Butcher 6/03 Date: June, 2003 Checked by: BMF/MLC 6/03 Job No. S0627.03 P11B Approved by: David A. Gierach 6/03 Pump Station - Structural 14�8^VVx18�O^H CHAIN LINK DOUBLE SWING GATE NK9 GAUGE VINYL COATED BLACK, CLASS ABONDED, ZINC -COATED (GALVAN|ZEO)FABRIC WOVEN |N * ONE INCH MESH. ^�__=��e_~~~ti~~,� n�U�U�� Elevation 4^SDR 35PVC DRAIN PIPE @U.5%SLOPE CODE COMPLIANCE STATEMENT THIS STRUCTURE WAS DESIGNED |N ACCORDANCE WITH, AND MEETS THE REQUIREMENTS OFSECTION 180U FLORIDA BUILDING CODE 2801 FOR 120 M.P.H.WIND ZONE, �� Landscape Architect.,Augmentation Svstem - Phase 1111 7C]Srhi Surveyarq iageynent David A. Giarmch Registration Nurnber� 3W2 TOP OF WALL EL. 22.5 'UTTER DOWNSPOUT [|NTEDSPLIT-FACE CONCRETE 3LOCK. COLOR TDMATCH EXISTING RECLAIMED WATER AUGMENTATION 3U|LD|NG. TOP OF SLAB EL. 10.50 K INV. 7.40 L4^SINGLE WALL CORRUGATED HDPE PIPE WITH PERFORATIONS, WRAPPED WITH KNITTED SOCK DOUBLE SWING GATE NOTES: 1 ALL FASTENERS AND HARDWARE TO8ESTAINLESS STEEL. 2. HINGES TOBETHEFT AND TAMPER RESISTANT. 3. PROVIDE STAINLESS STEEL HASP AND LOCK. AppROVED F � APR �2004-- ` � -7- C � ` �^��~� � �~�� '.�, . � �� ^��-� � �Conformed Documeiii]Sheet No.PUMP STATION FOUNDATION PLAN& BUILDING ELEVATIONS 21'SANFORD NORTH WRF SITE � 14�8^VVx18�O^H CHAIN LINK DOUBLE SWING GATE NK9 GAUGE VINYL COATED BLACK, CLASS ABONDED, ZINC -COATED (GALVAN|ZEO)FABRIC WOVEN |N * ONE INCH MESH. ^�__=��e_~~~ti~~,� n�U�U�� Elevation 4^SDR 35PVC DRAIN PIPE @U.5%SLOPE CODE COMPLIANCE STATEMENT THIS STRUCTURE WAS DESIGNED |N ACCORDANCE WITH, AND MEETS THE REQUIREMENTS OFSECTION 180U FLORIDA BUILDING CODE 2801 FOR 120 M.P.H.WIND ZONE, �� Landscape Architect.,Augmentation Svstem - Phase 1111 7C]Srhi Surveyarq iageynent David A. Giarmch Registration Nurnber� 3W2 TOP OF WALL EL. 22.5 'UTTER DOWNSPOUT [|NTEDSPLIT-FACE CONCRETE 3LOCK. COLOR TDMATCH EXISTING RECLAIMED WATER AUGMENTATION 3U|LD|NG. TOP OF SLAB EL. 10.50 K INV. 7.40 L4^SINGLE WALL CORRUGATED HDPE PIPE WITH PERFORATIONS, WRAPPED WITH KNITTED SOCK DOUBLE SWING GATE NOTES: 1 ALL FASTENERS AND HARDWARE TO8ESTAINLESS STEEL. 2. HINGES TOBETHEFT AND TAMPER RESISTANT. 3. PROVIDE STAINLESS STEEL HASP AND LOCK. AppROVED F � APR �2004-- ` � -7- C � ` �^��~� � �~�� '.�, . � �� ^��-� � �Conformed Documeiii]Sheet No.PUMP STATION FOUNDATION PLAN& BUILDING ELEVATIONS 21'SANFORD NORTH WRF SITE � N W L U Q Q N x 0 0 M 0 M a x 4) _ U tr Q iv L a 2" Pi 'f JL UN JJ F_ %, 1Jl\/'%ll`I F IF L 5ecjl0n A SCALE: 3/8" = V-0" 22 22 (CONC. MOUNTING) 3/8" PHILLIPS (S.S.) MASONRY ANCHORS, O/E. 3" PIPE & LARGER OFFSET PIPE CLAMP, CARPENTER & PATERSON, O/E STAINLESS STEEL. L (STRUCTURAL STL. MOUNTING) 3/8" BOLT W/NUT. (S.S.). Support Bracket _ __r 1 NOT TO SCALE 20 22 ADJUSTABLE P SADDLE SUPP( BRASS SPRAY NOZZLE. 1 12" -I 9., r 9R 11 on 3'-6 2'-0" — FINISH FLOOR NOTE: ANCHOR WASH HOSE STAT TO WALL OR HANDRAIL WIT STAINLESS STEEL HARDW AS REQUIRED. Wash Nose Station NOT TO SCALE PROVIDE 1/2" NEOPRENE 2" WIDE STAINLESS GASKET WHERE IN CONTACT STEEL STRAP SECURED WITH CONCRETE OR METAL IN PLACE WITH (2) STRAP (TYP.) 1/2" x 4" STAINLESS STEEL ANCHOR BOLTS (TYP-) 4" DIA. STEEL SUPPORT FOR 16" PIPE, 3" DIA. STEEL SUPPORT FOR 10" PIPE 11" x 11" x 1/2" SQ. (16" PIPE) 9"x 9" x 1/2" SQ. (10" PIPE) STEEL PLATE W/ 2 - 5/8" DIA. STAINLESS STEEL EXP. ANCHORS. Floor Mounted Pipe Su NOT TO SCALE EL. 13.61 [t FRONT VIEW CL U )UT 3LE SWING ,000 PSI APRON PVC DRAIN PIPE LOPE MATCH EXISTING PAVEMENT ELEVATION 1/2" EXPANSION JOINT HOSE BIBB. (SEE DETAIL). 50' OF 1" REINFORCED INDUSTRIAL GRADE HOSE. ' HOSE RACK ALL 304 S.S. ION H ARE r2l"'ll"'ll 22 22 SIDE VIEW Concrete Pipe S 22 SCALE: 1/2" = V-0" 8" =.W. EXISTING EDGE OF PAVEMENT 2" WIDE STAINLESS STEEL STRAP SECURED IN PLACE WITH (2) 1/2" x 4" STAINLESS STEEL ANCHOR BOLTS (TYP.) —-�_ EL. 13.E CLEAN-OUT PAVEMENT ELEVATION PROVIDE 1/2" NEOPRENE GASKET WHERE IN CONTACT WITH CONCRETE OR METAL STRAP (NP.) 11 " 1'-6" GUTTER r��wtw�nri�t ��- V� "^" DIP FRONT VIEW A Concrete Pipe Sul 22 SCALE: 1/2" = 1'-0" SIDE VIEW 8" E. W 4" PVC WYE (TYP.) 2" WIDE STAINLESS STEEL STRAP SECURED IN PLACE WITH (2) 1/2" x 4" STAINLESS STEEL ANCHOR BOLTS EL. ' #4 @ 12 O. C. E.VA (TYP.) r.� ROOF OVERHANG Mechanical Plan SCALE: 3/8" = T-0" PROVIDE 1/2" NEOPRENE GASKET WHERE IN CONTACT WITH CONCRETE OR METAL STRAP (TYP.) 3'4" yl 11" 4 n" n 111-711 FRONT VIEW O.C.E.W. SIDE VIEW (TYP.) Concrete Pipe Support rc 2 22 SCALE: 1/2" = 1'-0" 22 No. Date Revision Approved No.1 Date Revision Approved Project Team Date Engineers Scale: As Shown Reclaimed Water Ptannem Designed by: BMF/MLC fi/03 . Landscape Architects © 2/6/04 Conformed Document DAG ® 9 ® ® Drawn by: Rod Butcher 6/03 Date: June, 2003 Augmentation System Phase IIB suraeyam Gonsfruction Management ® 8 Checked by: BMF/MLC 6/03 Job No. S0627.03 in 7D w. c p h e n g i n e e r s. c o m G 1 T V Q F S A N F O R CJ Sop West F"Ron Strmt, Sanford, n not r.o. ➢as 2A08 banf ea, n _UM-2fiM Approved by: David A. Gierach 6/03 Pump Station -Mechanical Phone-4oz3276841 F-41)za16.0639 Cotifi-t o Author Ii- N 3215 -rnn rt n nn Proposed Piping legend (FLG.) 27 1" SCH. 80 PVC RECLAIMED WATER SERVICE 13 18" SLEEVE (MJ) 28 10" 45° BEND(FLG)y , O 14 16" DIP (FLG) 29 AIR RELEASE VALVE ASSEMBLY WITH APR 2 3 2004 GATE VALVE AND DRAIN LINE (G.S.P.) NOTE: ALL SUCTION, DISCHARGE, AND RE -CIRCULATION PIPING SHALL BE RESTRAINED DUCTILE IRON. Conformed Document PUMP STATION MECHANICAL sheet No. David A. Gierach PLAN & DETAILS22 Registration Nurnber:3$642SANFORD NORTH WRF SITE ©2004 O 10" DIP SUCTION LINE (FLG) 15 16" 90° BEND (FLG) 30 G.S.P. DRAIN LINE O 10" 90° BEND (FLG) 16 16" 90° BEND W/ GATE VALVE (MJ) 31 10" x 8" TEE (FLG) O 10" DIP SPOOL PIECE (FLG x PE), 17 16" DIP W/ RISER ASSEMBLY LENGTH TO SUIT [8" DIP, 8" GATE VALVE (FLG), 18 8" 90° BEND (FLG), I" CHAMFER O 10" FLANGED COUPLING ADAPTER 18" x 16" TEE (MJ) 8" BLIND FLANGE ] (TYP.) (RESTRAINED) 19 18" DIP (RELOCATED SECTION O 10" x 10" SELF PRIMING CENTRIFUGAL OF EXISTING PIPE) PUMP AND MOTOR 20 18" x 10" CONCENTRIC REDUCER O 10" REDFLEX SINGLE ARCH (SEB) EXPANSION JOINT WITH STAINLESS 21 10" DIP RE -CIRCULATION LINE STEEL RETAINING RINGS O 10" CHECK VALVE (FLG) 22 10" BURIED SERVICE MANUAL PINCH W/ OUTSIDE LEVER AND WEIGHT VALVE WITH FULL PORT SLEEVE, O 10" GATE VALVE (FLG) SERIES 75-B AS MANUFACTURED BY THE RED VALVE CO., OR 1" CHAMFER APPROVED EQUAL (TYP.) O 10" DIP SPACER - 1" THICK (REQUIRED AT 10" 90° 23 10"90' BEND (MJ) BEND ONLY) 24 10" 45° BEND (MJ) APPRov 10 16" x 10" TEE (FLG) ^ -OR 25 4" SINGLE WALL, CORRUGATED "�� j -y-• p . 11 10" DIP DISCHARGE LINE (FLG) HDPE PIPE 12 16" x 10" ECCENTRIC REDUCER 26 6" SDR 35 PVC DRAIN PIPE (FLG.) 27 1" SCH. 80 PVC RECLAIMED WATER SERVICE 13 18" SLEEVE (MJ) 28 10" 45° BEND(FLG)y , O 14 16" DIP (FLG) 29 AIR RELEASE VALVE ASSEMBLY WITH APR 2 3 2004 GATE VALVE AND DRAIN LINE (G.S.P.) NOTE: ALL SUCTION, DISCHARGE, AND RE -CIRCULATION PIPING SHALL BE RESTRAINED DUCTILE IRON. Conformed Document PUMP STATION MECHANICAL sheet No. David A. Gierach PLAN & DETAILS22 Registration Nurnber:3$642SANFORD NORTH WRF SITE ©2004 fq N L U C O O N X O O tD M U Q o, i T3 11V fCn zi r F Ep r^ ! p! p /� : �r --_"� s ! zFj i ' ;n.+ Sr 1 , SIX P PLANTING PLAN SCALE 1"=20' 17 j C) r J r % � r fat / fa) r� S,L1 j X X X / X •- X X 59 • • • • •1 •8 • • • • Jam,,.+' ♦ r ` ,� rI: • � '�.,,� ♦.` r. .- 56.7 X �,.. �,; ns , { '`• ,,vel I L �, `• � r f:n Co c 58.5 58.5 Proposed Reclaimed-waterl t __ 0,, a, J Propbead Q.� Wiffons Building 1.5 MG Groun 'Storage Tank 50 `` " 90101 meter = T I , =4: fir: :::;..:;. .. r. d 56. k BS 0 X v FIBER OPTIC M� .._ MSM �i--�.. 4 �e�L+.�r WV Q J fit. ,_..... ^a ...............per. IFF —.._......_.......•_..._._.........._.... t ?3 CTt to Cin ._., .... � ..... *—SPEED E�. "` � w...... PRAlT P 13=— N —311100 -- PLANT LIST SYM. QTY. BOTANICAL NAME COMMON NAME DESCRIPTION TREES MJU 6/18 V. = 20' Drawn by: MJU 6/18 Date: June, 2003 QV 7 QUERCUS VIRGINIANA LIVE OAK 3" GAL., 12-14' SIT., 4-5 SPRD QL iq QUERCUS LAURIFOLIA LAUREL OAK 3" CAL., 12-14' HT., 4-5' SPRD. O --'-\CL 23 GUPRESSOGYPARIS LEYLANDII LEYLANDII CYPRESS 30 GAL., 8' MIN. HT., 4' SPRD. SOD BY PASPALUM NOTATUM 'ARGENTINE' ARGENTINE BAHIA SOD SOLID SOD, CONTRACTOR TO VERIFY QTY. GONTR. Revision Approved I No.1 Date Kim M_ Revision Approved Project Team Date Scale: Designed by: MJU 6/18 V. = 20' Drawn by: MJU 6/18 Date: June, 2003 Checked by: MJU 6/18 Job No. S0627.03 PIIB Approved by: MJU 6/18 File: s0627.03-isp PLAN D' 2 -PLT RUBBER HOSE DOODLE STRAND 12 GAUGE WIRE COVERED W/2 -PLY RUBBER HOSE PAINTED FLUORESCENT ORANGE WHITE FLAGGING (TYP.) 3 INCHES MULCH 4 INCH DEEP SAUCER s' STEEL TEE POST BACKFILL MIX UNDISTURBED SUBSOIL REMOVE BURLAP t ROPE FROM TOP 1/3 OF THE BALL NOTE- SEE LANDSCAPE NOTES FOR THE TYPE OF MULCI.1 MATERIAL TO USE. TREE PLANTING ON SLOPE N.T.S. ` Reclaimed Water Land Plannetn C yoArchitects Surveyors n ConstructronManngement Michael J. Urchuck ientation System -Phase IIB Cimsty www. e p h engineer 4 . e " m Registration Number: 6666675 C 1 T Y Ca F S A N F C? F2 ID son WNl Ful?o Strom,, sakrford, Ft 32771 P.n. 11 r 2x10, sonfmd FL3zM-27 Ph 407322.6M Fa 407Nfi 330.0639 Comte of Authmirat4m Nn, 321.5 LANDSCAPE NOTES: I. The landscape Contractor shall be responsible for all materials and all work a called for on the Landscape Plan and M the I_adscaps Specificatiae. In the event of variation between grarrtltles shown an plant list and the plan, the plan shall control. The Landscape Contractor shall verify all giartities and report any discrepancip at the tinne of bidding. 2. The Lo dscaps Corrtr•actor shall rvvlew architectural/egireerlrg plans and became thoroughly familia• with surface and subsurface utilities. 3. Every possible safeguard shall be taken to protect building surfaces, ecipiprnent and furnishings. The I adecops Contractor shall be responsible for any danoge or Injury to person or property which may occur as a result of negligence M the execution of the work. A. The work shall be coordinated with other trodes to present conflicts. Coordinate the plaiting with the irrigation work to a inure availability and proper location of Irrigation items and plants. S. All planting shall be per'forrned by personal familia' with planting procedure and under the supervision of a gyallfied plaiting foreman. 6. All plant material shall be graded Florida No. i or better as outlined under Grades and Standards for Nursery Plaits, Pat I and II, published by the Florida Depa t hent of Agriculture and Corourner Services. 7. The LardsaSpe Architect or Owner shall have the right, at any stags of the operations, to reject any and all work and materials which, M his opinion, do rat most with the reryirerments of theme specifications. 6. Except on otherwise specified the Landscape Contractor's work shall conform to accepted horticultural practices as used in the trod.. q• The minimum acceptable sips of all plants, measured after pruning, with branches in normal positions, shall conform to the measurements specified an the plant list or os indicated on the l ndsrwps drawing. Height and spread dimensions refer to main body of the plant and not extreme branch tip to tip. The caliper of tree trunks is to be taken ons foot above the ground level• 10. Plants shall be protected upon arrival at the site, by being thoroughly watered and prope ly maintained until plaited. 11. All tree pits shall be excavated to sips and depth M accordance with the USDA Staclarrd for Nursery Stock 260.1, unless shown otherwise an the drawings, and backfilled with the specified planting soil. The Landscape Contractor shall test fill all tree pits with water before planting to assure proper drainage percalation Is available. 12. The Ladecaps Contractor shall be responsible for proper- uuate inq of all plants. All plants shall be thoroughly watered at tirrm of planting and kept adeiiiat•ly watered until time of acceptance. It shall be the Ladecape Contr'actor's responsibility to assure that plans are rot over watered. 13. It shall be the Landeeaps Contractor's responsibility to present plants from falling or being blown over, to restralghten and replant all plants which Iran or fall and to replano all plants which ars damaged due to lack of proper guying or staking. The Landscape Contractor shall be legally liable for any damage caused by instability of any plant material. 14. All tress and all palms shall be guyed or staked or braced. The Landscape Contractor shall determine which small or multi -trunk trees reed to be guyed and staked to maintain plumb. Staking of trees and shrubs, If regaled, shall be dorm as per staking and guying detail prepared by the Landscape Architect. It shall be the responsibility of the Landscape Controetor to marrows guys and stakes from the trees and job site after a period of 010 16• Plants blown over by high winds, within the guaartesd period, shall rat be cause for additional expense to the Owner, but shall be the responsibility of the Ladscape Contractor. Damaged plants shall be replaced by the Landscape Contractor at no additional cost to the Owner. 16. Sod shall be certified to be fres of the Inpa fire ant. Sod shall have a clew growth of acceptable grass, reasonably free of weeds with not less than 1 1/2' of soil firmly adhering to roots. It shall be the responsibility of the Landscape Contractor to measure and deterrniro the exact amount rreguirred. This amount shall be verified with the Ower or Landscape Architect before installation. 17. The Landscape Contractor shall inure adequate vertical drainage In all plant beds, planter's, and sad areas. Vetical drilling through any compacted fin to native soil shall be accomplished to Insure drainage. If well drained fill Is necessary to assure positive drainage, this Issue shalt be brought up by the Landscape Contractor at time of bidding. IS. The Landscape Contractor shall Insure that his work does not Interrupt established or projected d—I nags patterns. 19. The Laidscope Contractor shall prune, shape and remove dead follage/Iinbs from existing plant material to remain. Confirm with the Landscape Architect or Owner the extent of waitbred at time of bidding. Ing. 20. Mulch - All plant beds shall be tap dressed with 3' shredded hardwood mulch (or approved eqa1). 21. Trwspkrnted Material - The Landscap t Contractor shall be responsible for determining and evaluating which plant materials are suitable for transplanting and shall verify this with the Ladscaps Architect or Owner. The Landscape Contractor shall take all reasonable, horticulturally acceptable measures to assure the successful transplanting of determined plant materials. The Landscape Contractor shall be responsible for replacing any relocated plant materials which die if such measures ars not taken, as detemnined by the Ladseops Architect or Ower. Repl000 nent plants shall be of Identical species ad sips If regained. 22. MAINTENANCE PRIOR TO FINAL INSPECTION AND ACCEPTANCE- Malntenvos shall camrmmnos after each pkat is plated and the malntenaoe period shall oortlnus until the job or specific phase of the Job is accepted by the Ladsrxnps Architect or Owner. Extrerne cars shall les taken to Infract the Owner or his representatives In general maintenance pi oceduros. Pkat mointenaos shall Include watering, pruning, weeding, cultivating, mulching, tightening, and repairing of guys, mploosment of sick or dead plants, res.ttinng plants to proper grades or upright positions and restoration of the planting saucer and all other care needed for proper growth of the plants. During the maintenance period and up to the date of final acceptance, the Landscape Contractor •hall do all seasonal spraying ad/or dusting of trees, and shrubs. Upon completion of all planting, an Inspection for accept r= of work will be hold. The Landscape Contractor shall notify the Landscape Architect or Owner for scheduling of the inspection 10 days prior to the anticipated date. At the time of the Inspection, if all of the materials aro acosptable, a written notion will be given by the Landscape Architect or Owner to the Landscape Contractor Stating the date when the Mo tenoos Period ends. GUARANTEE AND REPLACEMENT - All plant materials shall be guaranteed for one (1) yew from the tinrm of final inspection and Irnte im acceptance shall be alive and M satisfactory growth for each specific kind of plant at the and of the guaranteed period. At the mrd of the guarvintee period, any plant rre ipirsd oder this contract that Is dead or not In satisfactory growth, as determined by the Owner or the Ladseaps Architect, shall be removed and replaced. Replacement plants shall have an exted.d guarantee, as noted above, from time of repkwo hent. All replacern•nts shall be planted of the earns kind and sips as specified on the plant list. They shall be the respaeibility of the Landscape Contractor. '2 -PLY RUBBER HOSE OUBLE STRAND 12 GAUGE WIRE 7VERED W/2 -PLY RUBBER HOSE AINTED FLUORESCENT ORANGE RITE FLAGGING (TYP.) INCHES MULCH INCH DEEP SAUCER STEEL TEE POST ACKFILL MIX STEEL TEE POST VDISTURBED SUBSOIL EMOVE BURLAP t ROPE ROM TOP 1/3 OF THE BALL NOTE, SEE LANDSCAPE NOTES FOR THE TYPE OF MULCH MATERIAL TO USE. TREE PLANTING N.T.S. )\ppFkOVFD FOR APR 2 3 2004 CON J Conformed Document Sheet No. LANDSCAPE PLAN 2AI 02W3 1�. M E==P 0 Ems-' 4 S SD S3 10 Lr f- 30/20 M VFD 0 1l� 1 C� P❑ TC Ir SM PLAN SYMBOLS PLAN SYMBOLS CONTINUED CONTROL DIAGRAM SYMBOLS (CONTINUED) scale: AS SHOWN Reclaimed Water - Augmentation System Phase IIS Engineers Planners Land nA4anoArchitects G Surveyors Sine °� Construction Management www. c p h e n g i n e e is . CUM 500 West Fulton Street, Sanford, FG 32771 P.O. ➢ox 2808, Sanford, FG 32772-2808 1'hone:407.322.6841 Fax:907.330.0639 CertificateofAathorizationNo.3215 SEB Q Designed by: STEPHEN E. BAILEY, P.E. 1/03 FULL VOLTAGE NON -REVERSING HOME RUN TO PANELBOARD, NO. OF ARROWS INDICATE AIT ANALYZING INDICATING TRANSMITTER • FLOW SWITCH, NORMALLY OPEN 1/03 NO. OF CIRCUITS, HASH MARKS INDICATE NO. OF #12 GALVANIZED RIGID STEEL ® Approved by: SEB 1/03 File: C: 1 T Y C)o F `S A N F C) Fi � AWG; CONDUCTORS, NO HASH MARKS INDICATE FE FLOW ELEMENT HORSEPOWER HPS HIGH PRESSURE SODIUM 2 # 12& 1 # 12GND CONDUCTORS. HIGHWAY INSTR �' FLOW SWITCH, NORMALLY CLOSED INFLUENT PUMP STATION KVA LS LIMIT SWITCH KILOWATT LDR LOAD DUMP RELAY CONDUIT CONCEALED IN WALL, IN SLAB ABOVE, OR ABOVE CEILING XS TORQUE SWITCH • TEMPERATURE SWITCH, NORMALLY OPEN MOTOR CONTROL CENTER CONDUIT CONCEALED IN OR BELOW FLOOR OR UNDERGROUND, MANUFACTURER MH METAL HALIDE MIN MINIMUM MLO PS PRESSURE SWITCH MANUFACTURER SUPPLIED CABLE TEMPERATURE SWITCH, NORMALLY CLOSED MOUNTED CONDUIT RUN EXPOSED, RUN PARALLEL OR PERPENDICULAR MANUAL TRANSFER SWITCH MV MERCURY VAPOR NEC NATIONAL ELECTRIC CODE TO STRUCTURE OR WALL, ZS ZERO SPEED SWITCH ' NORMALLY OPEN, TIMED TO CLOSE CONTACT ON CENTER FLEXIBLE CONDUIT WITH EQUIPMENT CONNECTION, OVERHEAD P POLE PEf PROGRESS ENERGY FLORIDA PCP G SOLENOID VALVE POWER FACTOR CORRECTION CAPACITOR NORMALLY CLOSED, TIMED TO OPEN CONTACT PHASE MONITOR CONCRETE ENCASED DUCTBANK, PANEL PS PUMP STATION PVC POLYVINYL CHLORIDE CEILING MOUNTED LIGHTING FIXTURE, LETTER INDICATES LLS LIQUID LEVEL SWITCH RECEPTACLE NORMALLY CLOSED, TIMED TO CLOSE CONTACT RAPID START TYPE (TYPICAL). FS FLOW SWITCH NORMALLY OPEN, TIMED TO OPEN CONTACT SHIELDED WALL MOUNTED LIGHTING FIXTURE, STAINLESS STEEL SSS SITE SECURITY SYSTEM STR STARTER SUPP FIT FLOW INDICATING TRANSMITTER SWITCH SWGR SWITCHGEAR FLUORESCENT LIGHTING FIXTURE, CEILING MOUNTED. TO BE REMOVED TC LS LIMIT SWITCH TRANSFORMER TYP LIT LEVEL INDICATING TRANSMITTER UNDERGROUND UON UNLESS OTHERWISE'' NOTED EXTERIOR LUMINAIRE AND MOUNTING STANDARD, UNINTERRUPTABLE POWER SUPPLY UV XS TORQUE SWITCH VOLT VFD PIT PRESSURE INDICATING TRANSMITTER WATT W/ WITH EXISTING EXTERIOR LIGHTING WEATHERPROOF 0 PS PRESSURE SWITCH EMERGENCY BATTERY PACK LIGHTING FIXTURE, I I SINGLE LINE DIAGRAM S I�/ M BO LS ZS ZERO SPEED SWITCH COMBINATION MOTOR STARTER JUNCTION BOX N,E.C. SURFACE MOUNTED UNLESS INDICATED OTHERWISE, G SOLENOID VALVE JUNCTION BOX PER N,E,C,, FLUSH MOUNTED UNLESS O VOLTMETER LLS LIQUID LEVEL SWITCH INDICATED OTHERWISE, FLUSH OR SURFACE MOUNTED LIGHTING PANELBOARD. O AMMETER VS VIBRATION SWITCH VS THREE PHASE VOLT SWITCH FLUSH OR SURFACE MOUNTED POWER PANELBOARD. AS THREE PHASE AMP SWITCH AR ALARM RELAY DRY TYPE TRANSFORMER, NO, INDICATES KVA RATING, AT ALARM TIMER GFI GROUND FAULT INTERRUPTER 90A, 208V, 10 WELDING OUTLET CR 20A, 125V, 3W DUPLEX RECEPTACLE IN FLUSH WATT HOUR METERa ,OUTLET BOX, 18" ABOVE FINISHED FLOOR, O MOTOR STARTER ® FUSE 20A, 125V, 3W DUPLEX RECEPTACLE IN FLUSH CAPACITOR TR TIMING RELAY OUTLET BOX, 48" ABOVE FINISHED FLOOR OR 2" ABOVE COUNTER AS REQUIRED, <E{�> DRAW -OUT CIRCUIT BREAKER ('A') ALARM INDICATING LIGHT 20A, 125V, 3W DUPLEX RECEPTACLE IN FLUSH, n •:•` FLOOR MOUNTED OUTLET BOX, 20A, 125V, 3W DUPLEX RECEPTACLE, SURFACE MOUNTED. ® MOLDED CASE CIRCUIT BREAKER TYPICAL SELECTOR SWITCH AND CONTROL, SEE (`-'� RUN INDICATING LIGHT ELEMENTARY DIAGRAMS FOR EXACT TYPE. DISCONNECT RACK MOUNTED �- MOMENTARY CONTACT PUSHBUTTON HOA/DISCONNECT RACK MOUNTED t0 ELECTRIC A.C. MOTOR, N0. INDICATES HORSEPOWER, I MOMENTARY BREAK PUSHBUTTON OR RESET 30A, 250V 10, 3W SINGLE RECEPTACLE IN FLUSH 0 ELECTRIC D,C, MOTOR, NO, INDICATES HORSEPOWER, KEYED SWITCH OUTLET BOX, 18" ABOVE FINISHED FLOOR. SINGLE POLE SWITCH IN FLUSH OUTLET BOX, 48" ABOVE _j_ �� MAINTAINED CONTACT ON-OFF SWITCH FINISHED FLOOR, UNLESS OTHERWISE NOTED (TYPICAL). SERVICE OR EQUIPMENT GROUND. SINGLE POLE SWITCH, SURFACE MOUNTED, NON -FUSIBLE DISCONNECT SWITCH, 30A,3P UNLESS START/STOP (S/S) CONTROL SWITCH MAINTAINED CONTACT DIGITAL SWITCH TO INTERFACE TO LIGHTING CONTROL PANEL OTHERWISE INDICATED. THREE-WAY SWITCH IN FLUSH OUTLET BOX, THREE POSITION MAINTAINED CONTACT SELECTOR SWITCH NON -FUSIBLE DISCONNECT SWITCH, 30A,3P UNLESS OTHERWISE INDICATED, NON -FUSIBLE DISCONNECT SWITCH, 30A,3P UNLESS FUSE NON -FUSIBLE DISCONNECT SWITCH, 30A,3P UNLESS OTHERWISE INDICATED, WITH REMOTE CONTROL STATION n OTHERWISE INDICATED, WITH REMOTE CONTROL STATION AS REQUIRED BY ELEMENTARY DIAGRAMS OR SPECS MOLDED CASE CIRCUIT BREAKER AS REQUIRED BY ELEMENTARY DIAGRAMS OR SPECS ELECTRIC A,C, MOTOR, NO, INDICATES HORSEPOWER, LIGHTING PANELBOARD CONTROL POWER TRANSFORMER� REMOTE TERMINAL BLOCK POINT FUSED DISCONNECT SWITCH (30/20: 30=SWITCH RATING, 20=FUSE RATING) 7/1 MOTORIZED VALVE POWER PANELBOARD ABBREVIATIONS COMBINATION MOTOR STARTER — --�-- -- KIRK KEY INTERLOCK VARIABLE FREQUENCY DRIVE A AMPERES ACCU AIR COOLED CONDENSING UNIT THERMOSTAT CURRENT TRANSFORMERS AFF ABOVE FINISHED FLOOR ELECTRIC HEATER AHU AIR HANDLING UNIT FLUSH OUTLET BOX AND TELEPHONE COVER PLATE -----3�----- POTENTIAL TRANSFORMERS AIC AMPS INTERRUPTING CURRENT 48" ABOVE FINISHED FLOOR, AER AERATOR ATS AUTOMATIC TRANSFER SWITCH CONTROL PULLBOX. SEE "PULL BOX DETAIL" MANUAL OR AUTOMATIC TRANSFER SWITCH BKR BREAKER BLDG BUILDING POWER MANHOLE, SEE "MANHOLE DETAIL" CAB CABINET CONTROL DIAGRAM SYMBOLS CLB CURRENT LIMITING BREAKER TERMINATION CABINET, CLASS 1, DIVISION 2 CP CONTROL PANEL EYS FITTING AND CORRESPONDING "CHICO" CEMENT. CU COPPER COMBINATION SHALL BE RATED TO PROVIDE A CLASS 1, I I DUPLEX RECEPTACLE DH DATA HIGHWAY DIVISION 2 INSTALLATION, NORMALLY OPEN CONTACT DISC DISCONNECT MOTOR DUTY, SINGLE PHASE DISCONNECT, NEMA 4X DO DIGITAL OUTPUT STAINLESS STEEL y, I DPDT DOUBLE POLE DOUBLE THROW --j`�--' NORMALLY CLOSED CONTACT DPST DOUBLE POLE SINGLE THROW LIMIT SWITCH, NORMALLY OPEN EFF EFFLUENT ELEC ELECTRICAL «.�-. LIMIT SWITCH, NORMALLY CLOSED ELR EMERGENCY LOCK -OUT RELAY EM EMERGENCY - PRESSURE SWITCH, NORMALLY OPEN ENCL ENCLOSURE EP EXPLOSION PROOF ' PRESSURE SWITCH, NORMALLY CLOSED ESB ENERGY SAVING BALLAST FLOAT SWITCH, NORMALLY OPEN ETM EUH ELAPSED TIME METER ELECTRIC UNIT HEATER Revision ADDENDUM NO.3 )roved No.1 Date pproved Project Team Date scale: AS SHOWN Reclaimed Water - Augmentation System Phase IIS Engineers Planners Land nA4anoArchitects G Surveyors Sine °� Construction Management www. c p h e n g i n e e is . CUM 500 West Fulton Street, Sanford, FG 32771 P.O. ➢ox 2808, Sanford, FG 32772-2808 1'hone:407.322.6841 Fax:907.330.0639 CertificateofAathorizationNo.3215 SEB Q Designed by: STEPHEN E. BAILEY, P.E. 1/03 FULL VOLTAGE NON -REVERSING t� Drawn by: RRM / KJL 1/03 Date: 06/04/03 GROUND FAULT INTERRUPTER 8 Checked by: SEB 1/03 Job No. S0627.03 PITC GALVANIZED RIGID STEEL ® Approved by: SEB 1/03 File: C: 1 T Y C)o F `S A N F C) Fi � HOR Revision ABBREVIATIONS (CONTINUED) EVA ELECTRIC VALVE ACTUATOR EXH EXHAUST EXIST EXISTING F&I FINISH AND INSTALL FVNR FULL VOLTAGE NON -REVERSING GEN GENERATOR GFI GROUND FAULT INTERRUPTER GND GROUND GRS GALVANIZED RIGID STEEL HOA HAND -OFF -AUTOMATIC HOLR HAND -OFF -LOCAL -REMOTE HOR HAND -OFF -REMOTE HP HORSEPOWER HPS HIGH PRESSURE SODIUM HWY HIGHWAY INSTR INSTRUMENTATION IPS INFLUENT PUMP STATION KVA KILOVOLT -AMPERES KW KILOWATT LDR LOAD DUMP RELAY LTG LIGHTING MAX MAXIMUM MCC MOTOR CONTROL CENTER MFR MANUFACTURER MH METAL HALIDE MIN MINIMUM MLO MAIN LUGS ONLY MSC MANUFACTURER SUPPLIED CABLE MTD MOUNTED MTS MANUAL TRANSFER SWITCH MV MERCURY VAPOR NEC NATIONAL ELECTRIC CODE NEUT NEUTRAL NTS NOT TO SCALE OC ON CENTER OH OVERHEAD P POLE PEf PROGRESS ENERGY FLORIDA PCP PUMP CONTROL PANEL PFCC POWER FACTOR CORRECTION CAPACITOR PM PHASE MONITOR PNL PANEL PS PUMP STATION PVC POLYVINYL CHLORIDE RA RIGID ALUMINUM RECPT RECEPTACLE RS RAPID START RVNR REDUCED VOLTAGE NON -REVERSING RVSS REDUCED VOLTAGE SOLID STATE SH SHIELDED SS STAINLESS STEEL SSS SITE SECURITY SYSTEM STR STARTER SUPP SUPPRESSOR SW SWITCH SWGR SWITCHGEAR TBR TO BE REMOVED TC TERMINATION CABINET TR TRANSFORMER TYP TYPICAL UG UNDERGROUND UON UNLESS OTHERWISE'' NOTED UPS UNINTERRUPTABLE POWER SUPPLY UV ULTRAVIOLET V VOLT VFD VARIABLE FREQUENCY DRIVE W WATT W/ WITH WP WEATHERPROOF 0 PHASE NOTES 1, DO NOT SCALE THE ELECTRICAL DRAWINGS, REFER TO THE MECHANICAL, STRUCTURAL DRAWINGS, AND APPROVED MANUFACTURER'S SHOP DRAWINGS FOR THE EXACT LOCATION OF ALL EQUIPMENT. 2. ALL WORK SHALL COMPLY WITH N.E,C. AND LOCAL CODES. 3. CONDUCTORS SHALL NOT BE SPLICED EXCEPT AS NOTED IN SPECS, 4. ALL CONDUITS SHALL HAVE A BOND WIRE SIZED PER TABLE 250-122 OF THE N,E,C, (UNLESS OTHERWISE NOTED), 5. SHADED TEXT DENOTES EXISTING EQUIPMENT OR STRUCTURES, NON -SHADED TEXT DENOTES NEW EQUIPMENT, STRUCTURES, AND WORK, 6. PROVIDE 4 INCH CONCRETE EQUIPMENT PADS FOR ALL FREE- STANDING PANELS, MCC'S ETC, 7. ALL CONTROL PANELS SHALL BE UL LISTED. ELECTRICAL — MECHANICAL INSTRUMENTATION 2101 N. ANDREWS AVE., SUITE 100 FORT LAUDERDALE, FLORIDA 33311 PHONE: (954) 564-3111 FAX: (954) 564-3040 lry rmed Document License No. bailey, 716 1 Stephen E. Bailey, P.E. 00"'. .-Florida P.E. No. 42461 ELECTRICAL NOTES rEOK N E. BAILEY, P.E. AND ABBREVIATIONS R4stratloi) Number: 42461 . Sheet No. 02 003 ' f N, Nk /�..._,—.. X _X __.—_ X ----- __ __..._._._ x _X __X _____X ___-__—___ X ___X - Existing Potable Ground Storage Tank EXISTING WTP GENERATOR LIQUID LEV L SWI CH ( P. 2) PROVIDE S AINLE S ST EL l WEIGHTED CABLE, COU LINGS, BOLTS, CLAMPS ND 3 6 STAINLESS STEEL HARD ARE PROPOSED GROUND 1/0 P. I PROPOSED ��. '�' Sanford Main AS REQUIR D, SE' SPE IFICATIONS, STORAGE TANK RECLAIMED WATER OPERATIONS a J , rater Treatment INTRUSION SWITCH 5/8" X 20' GND ROD BUILDING inn Site 2# 14-3/4' TYP, 3 LS ! ; LLS P L TRANS ITT ER LIT -( C 1C H-3 4 x -�L _ . _2#12 & 1 12 /� / L. - 2" .TO-WTP GND,-3 4" SV \ -' PEC PAD MTD, x / / i TELEPHONE BOARD EXISTING CHLORINATION LS LS _ \ TRANSFORMER 4# 14-3/4'.; � -- PCP SYSTEM TBR ._._._......_ C 1�._�._.. X—.._.._..,_.\. X__ ...__ X..._...._..._.... X�_._......–. X_...._....—.– X — X._._,.......,_.. X_....._...._.._ X..._......._._... X._...—..._„_. y...._.,..,..._-...._ ;<_..........._. .m --^K ---x----x..__.............x....._.._..__Y�..,�.._.,x _.._.._-,w....x --- --- x .:,ry_..x _._......_..x _._..__.....x _._........._. ...___.x _—_x _.........._..x _.....--.x _..__._...x _.._.._._...x ._._._–..A _.�.._.x T.--...._x_.._._...._...x.-_._....._x..__...._._x ..»...__....x CX ._....._X _.—. PCP STATION FILL VALVE (SFV) I ----- - -- _. 2-5" -I / \ NEW IN-LINE PEF POLE .----------_-_--------_ I DIRECTIONAL BORE UNDER EXIST, PAVEMENT I I No. Date QQ 8/4/03 Q 8/6/03 _ ,1 -I&I - Revision ADDENDUM NO, 3 ADDENDUM NO.4 ELECTRICAL SITE PLAN NO. 1 SCALE: 1 "=20'-0" 20 10 0 20' NNMMNII Approved No. Date Revision Approved Project Team DateScale: AS SHOWN SEB Q Designed by: STEPHEN E. BAILEY, P.E. 1/03 Q SEB © Drawn by: RRM / KJL 1/03 1 Date: 06/04/03 8 Checked by: SEB 1/03 Job No. S0627.03 RIC ® ® Approved by: SEB 1/03 File: I 2#12 & 1#12 GND,-3/4" .—...�;( ..,..,......_:... x .........__._., X ................... x _.._...-...--/ __.._...... x .....-........... X .....__....,...... x .._._.._.-..—_ X —_—__. X ..—_— C _....._._ X ....._,......._. x ..................._� I 8#14-3/4" ---------------- PRE-INJECTION --------------.PRE-INJECTION VAULT PCP T �— N —�-- MCC O 480V, 30 BUTTERFLY VALVE Existing Potable rung Storaue Tank ■ I I I I I I I WTP POST- x INJECTION VAULT I , ! ..................___.____._{---- ------- EXISTING WTP �FUMP CONTROL SYSTEM (PCS) NOTES: ______________.___.._.._._..-_ ___.------ ----.-__-__---.---.--------------- _._--_-------.____________.___-�, I Q 2-4" W/ SERVICE CONDUCTORS (SEE SHEET E-3 �< AND E -4),u_: �< PROVIDE THE FOLLOWING CONDUIT AND WIRE TO THE PRE -CHLORINATION SKID (SKID #2) j ----- i I I K 12#14-1" I 2-2/C# 16SH-1 --------------------- __------------------- _.._.___-______ PROVIDE THE FOLLOWING CONDUIT AND WIRE TO THE a P n r li i + WTP POST -CHLORINATION SKID (SKID #1) 12#14-1 I �� 2-2/C# 16SH-1 " --------------- ----- - _------------------------- ---- x MODIFY THE PLC PROGRAM IN THE WTP PCS AS REQUIRED TO SEND THE REQUIRED PUMP START AND WTP N,uc pI ----- TO- TS IN STOP AND SPEED CONTROL SIGNALS TO THE PRE ? ; AND POST WTP SKIDS , RELAIMED _._.x_._..._......._xr-��-.ra��oh--c-�rKra-rrR-�x---'-•.%-_•-_.._._.:c _.._._.._--x'- x--.._._x..._........._x.._.._.._.._x...._.._.._._.x ........_.._......x _...J A ELECTRICAL - MECHANICAL INSTRUMENTATION 2101 N. ANDREWS AVE., SUITE 100 FORT LAUDERDALE, FLORIDA 33311 PHONE: (954) 564-3111 FAX: (954) 564-3040 . . '00formed Document License E bailey, 716 �`+ Stephen E. Bailey, P.E. Florida P.E. No. 42461 Engineers Reclaimed Water Land Landsccaa pe Architects Surveyors =.LECTRICAL SITE PLAN Augmentation System Phase IIB ConstrucHonManagement yg HC -,N E. f EY, P.E.PE www. cphenginee rs. con / RWstra:iOn;d6mber:42461 G 1 r Y U P S A N F U R Q 600 WeatFuttun Street Sa4urd FL 32771 P.O. Dar 2808, Sanfor4 FL 32772-2806 Phune:907.322.6841 Fax:407.330,0639 CerttflcateofAuthorizatiunNo.3216 Shoot No. fmw2. 02 ANTENNA CABLE -1 1/4" TO PCP C LIGHTING LI Q I 20 FOOT ANTENNA TOWER, SEE 13320 AND E-12, TIE ANTENNA TOWER GROUND INTO ELECTRICAL i ' SYSTEM GROUND, ® 2#14-3/4" TO HYPO SKID 1 IN RECLAIMED PUMP STATION. 2#14-314' TO HYPO SKID 2 IN RECLAIMED PUAIP STA TION, I �p 1 SBV SHALL BE FED FROM RECLAIMED PUMP STATION, CONTRACTOR SHALL USE EXISTING SLEEVES INSTALLED UNDER WEST 25th STREET, FIELD CONFIRMATION REQUIRED, I �1 I INSTALL A 70A, 3P BREAKER IN EXISTING WTP MCC. ; © 1, 2/C# 16SH-3/4" TO HYPO SKID NO. 1 (WTP POST , CHLORINATION) , I ORP METER/TRANSMITTER 2#12 & 1 # 12GND-3/4 TO L1 ELECTRICAL - MECHANICAL INSTRUMENTATION 2101 N. ANDREWS AVE., SUITE 100 FORT LAUDERDALE, FLORIDA 33311 PHONE: (954) 564-3111 FAX: (954) 564-3040 . . '00formed Document License E bailey, 716 �`+ Stephen E. Bailey, P.E. Florida P.E. No. 42461 Engineers Reclaimed Water Land Landsccaa pe Architects Surveyors =.LECTRICAL SITE PLAN Augmentation System Phase IIB ConstrucHonManagement yg HC -,N E. f EY, P.E.PE www. cphenginee rs. con / RWstra:iOn;d6mber:42461 G 1 r Y U P S A N F U R Q 600 WeatFuttun Street Sa4urd FL 32771 P.O. Dar 2808, Sanfor4 FL 32772-2806 Phune:907.322.6841 Fax:407.330,0639 CerttflcateofAuthorizatiunNo.3216 Shoot No. fmw2. 02 _ — — __ - __ • — - ---,j I a �, y' �� ' a �' ; �' m f i 'I _� �� ,$' � � � 4 i --_:. __. _ ___. ---r ----- _,.- - T _ � _. �� .. �.�� _ _ _ ___ _ _ _ _ _ _ _ _. _ _ _ __ -_-- `' �. l ___. - s K f [ra 2 ', i Ea�' i y� i � 1 ! , 0 rA . Date Revislon 8/4/03 ADDENDUM NO.3 TYPE'E' (TYP. ) NOTES: Q PROVIDE ACOUSTICAL 2' X 4' DROP CEILING MOUNTING HEIGHT 10', - N -r.. E t OPERATIONS BUILDING LIGHTING PLAN SCALE; 1/4"= 11 — 0$) 1 0 1 2 3 7' ORROSIVE AREA TORK 2101 PHOTOCELL Approved Nor. Revision Approved Project Team Date Scale: AS SHOWN Reclaimed �� Engineer Designed b STEPHEN E. BAILEY, P.E. 1/03 V Planner SEB Q g y� R Landscape Architects © Drawn by: RRM / KJL 1/03 Date: 06/04/03 Augmentation Svstem - Phase IIB Surveyor 8 ConetntcHon Management Checked by: SEB 1/03 Job No. S0627.03 PIIC www. c p�h engin e e r s , cont ® Approved by: SEB 1/03 File; G ( T Y O F S A N F O F2 5ooWcetFultsn5hat Sanford, P.O.BozegfAu2808, anfont FG3277 Phone: 407.322.6841 Fac: 40X330.0639 CcrtificateufAuthurizuHonNo. ELECTRICAL - MECHANICAL INSTRUMENTATION co N R� 2101 N, ANDREWS AVE., SUITE 100 FORT LAUDERDALE, FLORIDA 33311 n� PHONE: (954) 564-3111 0 l LJ FAX: (954) 564-3040 h License No. 65-0322716 0� I .✓.' t Stephen E. Bailey, P.E, Stl�T formed Docume�P� Florida P.E. No. 42461 Sheet No. LIGHTING PLAN Registration Number: 42461 ® 2003 #3/0 BARE COPPER' GROUND GRID (3' MIN, BELOW GRADE) V p4 I j II, is I I� p 4 4 r3 II 4 j -_---- _.....--- I ,9 a now�- _._ _ . — __ _ __..__ . __ _.. _- — _L -__.. _ __ _ __ _._ .-_ ___ __ ._ __ _ ._� ® — 1/2" X 24" LIGHTNING PROTECTION AIR TERMINAL WITH ADHESIVE BASE. ;a #3/0 BARE COPPER' GROUND GRID (3' MIN, BELOW GRADE) Revision Approved No.1 Date ADDENDUM NO.3 SEB Z A a AM Revision ELECTRICAL - MECHANICAL INSTRUMENTATION 2101 N. ANDREWS AVE., SUITE 100 FORT LAUDERDALE, FLORIDA 33311 PHONE: (954) 564-3111 FAX: (954) 564-3040 License No. 65-0322716 o:�ormed Document Stephen P.E. Bailey, P.E., Florida PE. No. 42461 roved Project Team Date Engineers Designed by: STEPHEN E. BAILEY, P.E. 1/03 scale: AS SHOWN Reclaimed Water Planners Landscape ArchitectsLRegistration h ury orsDrawn b : RRM / KJL 1/03 Date: 06/04/03 e — ROOF PLAN y Augmentation System Phase 1111 Construction ManagementE. BAIL -,EY, P.E. Checked by: SEB 1/03 Job No. S0627.03 PITC www . e p h e n g i n e e r s. c o m Number: 42461 Approved by' SEB 1/03 p��e• C% I T Y C7 F S A N F O Fi p 500 West Fulton Street, Sanford, R 32771 P.O.Dus2E08,Sanford, Fx32m Phonr.407.322.6841 Fax:107.330.0639 Ccrtificateo AuthoHzationNo.3215 Sheet No. V p4 I j is I p 4 4 II 4 j -_---- _.....--- I I EL GEND_: now�- _._ _ . — __ _ __..__ . __ _.. _- — _L -__.. _ __ _ __ _._ .-_ ___ __ ._ __ _ ._� ® — 1/2" X 24" LIGHTNING PROTECTION AIR TERMINAL WITH ADHESIVE BASE. ROOF BAS E • CADWELD ® — 5/8 x 20' (MIN) COPPER GROUND ROD (TYP) AIR TERMINAL DETAILS OPERATIONS BUILDING ROOF PLAN LIGHTNING PROTECTION INSTALLATION NOTES: N.T.S. SCALE: 1/4"=1'-0" 1. INSTALLATION SHALL COMPLY IN ALL RESPECTS TO L,P,1, CODE 175, INSTALLATION 1 0 1 2 3 7' SHALL BE MADE BY OR UNDER THE SUPERVISION OF AN L.P.I. CERTIFIED MASTER INSTALLER, COMPLETED INSTALLATION TO RECEIVE SYSTEM CERTIFICATION INCLUDING SUBMITTAL OF FORMS L,P,I, 175—A AND 175-13, 2, ALL MATERIALS SHALL BE UNDERWRITERS LABORATORIES APPROVED WITH "A" LABEL ON EACH AIR TERMINAL AND "B" LABEL AT 10'-0" ALONG ALL MAIN CONDUCTORS, COMPLETED INSTALLATION AS SHOWN SHALL BEAR U,L, MASTER LABEL "C" AS PER U.L, CODE 96A, 3, INTERCONNECT LIGHTNING PROTECTION GROUND TO ELECTRIC, TELEPHONE, AND OTHER BUILDING GROUND SYSTEMS AS SHOWN OR AS REQUIRED BY CODES, 4, ALL CABLE TO CABLE, CABLE TO LUG & CABLE TO GROUND ROD CONNECTIONS SHALL BE MADE WITH CADWELD. Revision Approved No.1 Date ADDENDUM NO.3 SEB Z A a AM Revision ELECTRICAL - MECHANICAL INSTRUMENTATION 2101 N. ANDREWS AVE., SUITE 100 FORT LAUDERDALE, FLORIDA 33311 PHONE: (954) 564-3111 FAX: (954) 564-3040 License No. 65-0322716 o:�ormed Document Stephen P.E. Bailey, P.E., Florida PE. No. 42461 roved Project Team Date Engineers Designed by: STEPHEN E. BAILEY, P.E. 1/03 scale: AS SHOWN Reclaimed Water Planners Landscape ArchitectsLRegistration h ury orsDrawn b : RRM / KJL 1/03 Date: 06/04/03 e — ROOF PLAN y Augmentation System Phase 1111 Construction ManagementE. BAIL -,EY, P.E. Checked by: SEB 1/03 Job No. S0627.03 PITC www . e p h e n g i n e e r s. c o m Number: 42461 Approved by' SEB 1/03 p��e• C% I T Y C7 F S A N F O Fi p 500 West Fulton Street, Sanford, R 32771 P.O.Dus2E08,Sanford, Fx32m Phonr.407.322.6841 Fax:107.330.0639 Ccrtificateo AuthoHzationNo.3215 Sheet No. t 9 ,'1 1 LEVEL INDICATING PUMP STATION POWER PLAN SCALE: 3/8"=1'-0" 12" 0 1 2 4' NT Q SEE RISER DIAGRAM AND SITE PLAN FOR CONDUIT AND WIRE REQUIREMENTS, ELECTRICAL - MECHANICAL INSTRUMENTATION 2101 N. ANDREWS AVE„ SUITE 100 FORT LAUDERDALE, FLORIDA 33311 PHONE: (954) 564-3111 FAX: (954) 564-3040 License No. 65-0322716 formed Document Stephen E, Bailey, P.E. Florida P.E. No. 42461 )roved No.1 Date Revision Approved Project Team, Date .. Engineers '' SEB Q Designed by: STEPHEN E. BAILEY, P.E. 1/03 Scale: AS SHOWN (Reclaimed Water �� Planners s Drawn b RRM / KJL 1/03 Date: 06/04/03 � � � Landscape � � y at Surveyors / POWER PLAN Augmentation System Phase IIB Construction Management .EPKEN E. BAIILI Y, P.E. 8 Checked by: SEB 1/03 Job No. S0627.03 RIC W W W. c p h e n g i n e.e r s. c o m d! Nenlstrahon.Aiimber 42461 T' Y CD F $ A N F CD R ID 300 Wrest Fulton Strut Sanford, FL 32771 P.O. Box 2808, Sar for{ FL 32771-2808 ® Approved by: SEB 1/03 File. E09-Plan.dwg r/wnr4o7.322.6841 Fax: 407.330,0639 CertificateofAuthorizationNo.3215 Sheet No. 1"9 u l-:X1S77NG MCC M-2 WEST11\1CrHOU.SE S?E'R1E"S 2100 600A, 480V, 30, -'W, 42,000 AIC .._._.a.___ INSTALL NEW 150A, 3P 150A,3P BREAKER IN EXISTING MCC SPACE (42,000 AIC), SITE VISIT REQUIRED PRIOR TO BIDDING, 3#1/0 & 1 #2GND-2" #316 S,S, NEMA 3R CONTROL CABINET WITH DEAD—FRONT PANEL AND OUTER HINGED FRONT DOOR WITH THREE POINT LATCH AND PADLOCK 48OV, 100A, 3P MOTOR PROTECTOR BKR, WITH ADJ, MAGNETIC TRIP ONLY 5KVA, 480V -120V 10, 2W CPT 100A, 3P MCB PHASE MONITOR DIVERSIFIED ELECTRONICS — PM MODEL #SLA-440—ALE SURGE SUPPRESSOR APT TE/4XF MYERS HUB (TYP) _ THERMAL TYPE 3#6, 2#12 & 1#8GND-2". OL (TYP) -----� 30 PUMP 480)/., 3P SIZE; 3 STR 30 PUMP NEMA 4X J—BOX CONTROLS FS (TYP, 1) FLOAT CABLES -1 " 15A,2P — 30A,2P 2#12 & 1 # 12GND-3/4 "0A, 1 P (TYP) L n LIGHTING #8 GND RECEPTACLES n CONVENIENCE OUTLET IN CONTROL PNL. SINGLE LINE POWER DIAGRAM 4 * FTO SHALL BE LIGHTED PUSHED TO TEST SWITCH NEMA 3R SS CABINET WITH ALUMINUM DEAD FRONT (SHOWN CLOSED) ENCLOSURE DIMENSIONS: MOTOR STARTER EXTERIOR DOOR NOT SHOWN PUMPS STARTER CONTROL PANEL FRONT VIEW N.T.S. LIGHTING FIXTURE SCHEDULE TYPE WATT DESCRIPTION MANUFACTURER CATALOG NUMBER 8-0" LONG, VAPOR—TIGHT, GASKETED FIXTURE W/2-59 WATT T8 FLUORESCENT LAMPS, COLUMBIA LU8-259—EB8120—WL A 118 NON—CORROSIVE HOUSING, HIGH IMPACT ACRYLIC LENS, SUITABLE FOR WET LOCATIONS, '120V, DAY—BRITS TVWLE259120-1 /2EB FULLY ENCLOSED WIRING, ESB. EMERGENCY LIGHTING UNIT, SELF CONTAINED AUTO—CHARGING BATTERY BACK—UP W/TEST SWITCH & PILOT LIGHT, SEALED NICKEL CADMIUM BATTERY, (2) EF -18 HEADS W/9 WATT EMERGI—LITE 12JSC36-2(1 E) . HOLOPHANE EH -12-2A HIT LAMP PER HEAD, 120V—AC, 12V—DC, MYER HUB CONDUIT CONNECTION (TYP,) TO FLOAT LOAD TAB U LATI O N [2E5CRIPTION LOAD AMPACITY O PUMPS 2 ® 30 HP = 80.0 O MISCELLANEOUS LOADS = 20,0 CONNECTED LOAD = 100,0 ® SERVICE ENTRANCE = 100.0 AMPS + (,25)(40.0) = (ED NOTES: RES UMP 1 UMP 1 PACE HEATER UMP 2 UMP 12 PACE HEATER &---d ,� HAND AUTO �H fAND AUTO ��IPMI�' `" I " &--I � � I 1-0 &--d" I I " \ / / PUMP 1 HOA STATUS PUMP 2 HOA STATUS Mi —JM2t��., OL11 OJL2 CP -9 'ER CONTROL PANEL (120V CONTROL DIAGRAM GRADE TRAFFIC COVER & FRAME BOND W/#8 TO GND, ROD v.o. .a O AMPACITIES PER TABLE 430--150 OF THE I 24" x 24" x 30" DEEP NATIONAL ELECTRIC CODE, PRECAST CONCRETE PULL BOX, BROOKS 2424 ® SERVICE ENTRANCE MINIMUM SIZE AS PER SERIES, ARTICLE 230 OF THE NATIONAL ELECTRIC CODE, TO TRAFFIC COVER #8 BARE OPEN SUMP 4n 4n 6 GRAVEL 5/8" x 10' GND ROD PULL BOX DETAIL N,T.S, ELECTRICAL — MECHANICAL INSTRUMENTATION 2101 N. ANDREWS AVE„ SUITE 100 FORT LAUDERDALE, FLORIDA 33311 PHONE: (954) 564-3111 FAX: (954) 564-3040 'If#armed Document License No. b. 718 E y Stephen E. Bailey. P.E. h _ Florida P.E. No. 42461 No. Date Revision Approved No. Date Revision Approved Project Team Date Engineers Q 8/4/03 ADDENDUM NO.3 SEB Q Dealgned by: STEPHEN E. BAILEY, P.E. 1/03 scale` AS SHOWN (Reclaimed Water Landscape MConstrucHon Landscape Architects DETAIL SHEET 0 © Drawn by: RRM / KJL 1/03 Date: 06/04/03 Surveyors ,. ^� _ 0 8 Checked by: SEB 1/03 Job No. 50627.03 PIIC Augmentation System Phase IIBp gAfanagement Reg"EN E tuber Y,'P E. w w w. c h e n i n e e r a. c o m ® Approved by: SEB 1/03 File: E11-Detail.dwg T Y O F, S A N F Q Ft ID dPho=00 F7.32Z6 «t, =.4O{F0.0639L 32777 P.Q.NoxegfAutSK rtfn.�ivii FL T'12218 f' Pham 407.322.6841 Faz: 407.330.0639 Certificate o AatharizaHori o. 3219 ' Sheet No. IMM )'At TJB WITH TRANSIENT PROTECTION DEVICE OPEN TO ATMOSPHERE PER MANUFACTURER RECOMMENDATIONS. UNION PIPE PLUG IU I. of i Klo SEAL OFF r THOMAS BETTS GLAND SEAL WITH HUBBEL SS CABLE GRIP PUT CABLE SECURE INSIDE 12" LENGTH OF 1" SCHED 80 PVC - 1 " THREADED HUB TOP OF WETWELL • 2" SCHED 80 PVC PIPE WITH THREADED JOINTS TO 3 FT BEYOND PRESSURE LOCATION. TIE—WRAP PIPE EVERY 3 FT ALONG PIPE COLUMN. SIZE TIE --WRAPS AS REQUIRED, DRILL TWO 1/4" HOLES 180 DEGREES EVERY 3 FT TRANSDUCER L jo SUBMERSIBLE LEVEL TRANSDUCER MOUNTING DETAIL N.T.S. TO CONTROL JUNCTION BOX SENSOR CABLES CONDUIT ELBOW FOR INSTALLATION IN CONDUIT TO TRANSMITTER NYLON BOLTS & NUTS --- 1 " PVC COUPLING NEOPRENE FLANGE MOUNTED GASKET LEVEL TRANSDUCER (NEW) WITH BUILT-IN TEMP, NON—SHRINK COMP, FLANGE SUPPLIED WITH TRANSDUCER GROUT 4" MAX CONCRETE SLAB 4 DUCTILE IRON FLOOR PIPE WITH INTEGRALLY CAST SEEP NOTES RING, CENTERED IN SLAB 1. COMPONENTS DESIGNATED BY ARE SUPPLIED BY INSTRUMENT MANUFACTURER, 2. COAT FLOOR PIPE WITH SPECIFIED PAINT SYSTEM PRIOR TO CONCRETE PLACEMENT, TYPICAL LEVEL ELEMENT ASTALLATION N.T.S. No. Date Revision Approved No. Date Q, 8/4/03 ADDENDUM NO.3 SEB Q5 Q 411 8 VARIES VARIES P �3" v p 2„ 0 ° PP o 3 ^A4 ALL EMPTY CONDUITS, SPECS FOR 3/4" TYPICAL OUTLET NE, 4' x 8' x 3/4" SHEETS F MARINE PLYWOOD BACKBOARD AINTED GREY nnnmi nT r1I AAAI? TRAPEZE ASSEMBLY JDUITS TO PANELS, _ j 1-1/2" x 1-1/2" t x 45' #6 I CHANNEL (SEE SPECS) \MFER ,OR / 2" TO TELEPHONE CONDUIT PIPE STRAP MOUNTING DETAILS 3LE CL RADIUS (GENT AT THIS NT TYPICAL CONDUIT THRU SLAB N.T.S. MOTOR DISCONNECT 1-1/2" x 1-1/2" x 3/16 STAINLESS STEEL CHANNEL SET IN CONCRETE 4" CONCRETE PAD TYPICAL DISCONNECT N,T,S, WALKWAY AND WALL MOUNTED TO LP SERVICE (VERIFY ELECTRICAL — MECHANICAL LOCATION) N,T,S, INSTRUMENTATION TELEPHONE AND RISER t -COMPUTER POSITION of BOTTOM SUPPORT SHALL N.T,S,BE DETERMINED BY MOUNTING HOLE 6" ALUMINUM ARRANGEMENT OF EQUIPMENT, ADD EXTRA CHANNEL, LENGTH HORIZONTAL SUPPORTS AS REQUIRED TO �— it AS REQUIRED, ACCOMMODATE VARYING EQUIPMENT SIZES, i T Florida P.E. No. 42461 Revision Approved Designed by: Project Team STEPHEN E. BAILEY, P.E. Date 1/03 Scale: A5 SHOWN Reclaimed Water Engineers Planners 6„ ALUMINUM Drawn by: RRM / KJL 1/03 D 06/04/03 ate: � .Management Augmentation System Phase IIB Landscape Architects G Suraeyora Conetruction'�P �� E. '--- AILE�f, �.�. DETAILS Checked by: SEB 1/03 Job No. S0627.03 PITC CHANNEL, 72" www . c p h e n g i n e e r e, c o m / Reghitration Number: Wset Fulton Street Sanford, F4 32771 P.O. Bas 2808, Sanfor4 R 32772`-2808 42461 Approved by: SEB i T Y Q F E3 A N F C> R a 600 Ph -40'Z322.6841 Fax:407,330.0639 CertficateofAuthorizationNo,3215 HIGH MECHANICAL I I CONNECTION —1 (TYP, OF END I _______ — I I #4 AWG, BARE SUPPORTS) I I I COPPER GND, TO GND, GRID & TO I I I GROUNDING STUD CONCRETE I I I OF EACH PIECE SLAB I I I OF EQUIPMENT ON RACK . ' o . ' o ` o o ' . ' o '• ` '• ° ' BASEPLATE (TYP, OF 3) ADD MIDDLE SUPPORT AS INDICATED ON NOTE: CONCRETE FASTENER 3" HIGH LETTERS PLAN DWG, & WHEN ALL HARDWARE SHALL CAST IN COVER .RACK IS MORE THAN 5'-0" LONG. BE STAINLESS STEEL. 0 RECESSED HOLD r: 00 DOWN (TYP.) EQUIPMENT RACK DETAIL LO � GROUND TRAFFIC COVER & FRAME SEST____WELL � LIFTING HOLE GRADE N.T.S. TRAFFIC—RATED COVER & FRAME BIND CIRCUIT CONDUCTOR a. ° IN EACH CONDUIT WITH o NYLON STRIPS 19' 3/4" COPE TYPE "C" CABLE 14' S/8" RACK & ARM - PRE—CAST CONCRETE TO METAL GbNDUITS, #6 BARE BOND WIRE ND COVER, MECHANICAL ° R L7 CONNECTION PULL—IN EYE OPPOSITE OPEN SUOP� 2 DUCT ENTRANCE . ;P. 4 U °•' •i{fS Illllfilll I!I{i{.,.,.. ...,".'.tstlll If une, °, � °:o:�•' ° ° f111(► GROUND WIRE FILL W/COURSE SAND OR PEA GRAVEL (OPEN 3'-0" x 3'-0" x 3'-0" NOTES:BOTTOM) x 50' PRECAST CONCRETE PULL 1, DO NOT SPLICE CABLES IN PULL BOXES COP3/4" CLAD BOX, BROOKS PB -3636, UNLESS OTHERWISE NOTED, GROUND GROUND ROD COMPACTED GRAVEL BASE 2, BOND MANHOLE COVERS TO SYSTEM GROUND, O TYPICAL, COPPERW D GND, ROD 3; POWER AND CONTROL CONDUCTORS SHALL GROUND TEST WELL BE INSTALLED IN SEPERATE MANHOLES. N.T.S. POWERZ CONTROL MANHOLE DETAIL N.T.S. Shoot No. F�1143 ELECTRICAL — MECHANICAL INSTRUMENTATION t 2101 N. ANDREWS AVE., SUITE 100 FORT LAUDERDALE, FLORIDA 33311 PHONE: (954) 564-3111 FAX: (954) 564-3040 �— it F "1.r r reformed License No. 65-0322716 Document Stephen E. Balley, P.E. i T Florida P.E. No. 42461 Revision Approved Designed by: Project Team STEPHEN E. BAILEY, P.E. Date 1/03 Scale: A5 SHOWN Reclaimed Water Engineers Planners 1 Drawn by: RRM / KJL 1/03 D 06/04/03 ate: � .Management Augmentation System Phase IIB Landscape Architects G Suraeyora Conetruction'�P �� E. '--- AILE�f, �.�. DETAILS Checked by: SEB 1/03 Job No. S0627.03 PITC www . c p h e n g i n e e r e, c o m / Reghitration Number: Wset Fulton Street Sanford, F4 32771 P.O. Bas 2808, Sanfor4 R 32772`-2808 42461 Approved by: SEB 1/03 rue: T Y Q F E3 A N F C> R a 600 Ph -40'Z322.6841 Fax:407,330.0639 CertficateofAuthorizationNo,3215 Shoot No. F�1143 t I No.1 Date 0 8/4/03 SYMBOLS TO THERMOSTAT Q SMOKE DETECTOR VD VOLUME DAMPER 44 FD FIRE DAMPER �1:<1 ER EXHAUST REGISTER HP HORSEPOWER Y!; RG RETURN GRILLE kXy SR SUPPLY REGISTER AFF WALL MOUNTED EXHAUST FAN KW ROUND FLEXIBLE INSULATED DUCT ASHRAE SHEET METAL DUCT LD ELECTRIC UNIT HEATER NOTES 1. WORK SHALL BE COORDINATED WITH BUILDING CONDITIONS AND THE WORK OF OTHER TRADES PRIOR TO STARTING ANY WORK. 2. WORK IN THIS CONTRACT INVOLVES EXISTING BUILDINGS AND EQUIPMENT. ADJUSTMENTS TO DESIGN LAYOUTS REQUIRED BY FIELD CONDITIONS SHALL BE MADE AT NO ADDITIONAL COST TO THE OWNER. A AIR GS GALVANIZED STEEL ACCU AIR COOLED CONDENSING UNIT GPM GALLONS PER MINUTE AHU AIR HANDLING UNIT HP HORSEPOWER ALUM ALUMINUM HW HOT WATER AFF ABOVE FINISHED FLOOR KW KILOWATT ASHRAE AMERICAN SOCIETY OF HEATING, REFRIGERATING LD LINEAR DIFFUSER PHASE AND AIR—CONDITIONING ENGINEERS OFF—WHITE _ 1 OPERATIONS BLDG. NTS NOT TO SCALE BDD BACKDRAFT DAMPER — — — 1 HERMETIC 14.0 208 1 OA OUTSIDE AIR BS BIRDSCREEN PCD PERFORATED CEILING DIFFUSER BTU BRITISH THERMAL UNITS PAC PACKAGED AIR CONDITIONING UNIT CFM CUBIC FEET PER MINUTE PSI POUNDS PER SQUARE INCH CD CEILING DIFFUSER PVC POLYVINYL CHLORIDE COND CONDENSATE RA RETURN AIR DB DRY BULB RG RETURN GRILLE DG DOOR GRILLE REF REFRIGERANT DN DOWN SEER SEASONAL ENERGY EFFICIENCY RATIO DS DISCONNECT SWITCH SP STATIC PRESSURE DIA DIAMETER SS STAINLESS STEEL EA EACH SR SUPPLY REGISTER EAG EXHAUST AIR GRILLE SMACNA SHEET METAL AND AIR CONDITIONING EDH ELECTRIC DUCT HEATER CONTRACTORS NATIONAL ASSOCIATION EUH ELECTRIC UNIT HEATER TO TRANSFER GRILLE EER ENERGY EFFICIENCY RATIO TYP TYPICAL EF EXHAUST FAN UH UNIT HEATER ER EXHAUST REGISTER UL UNDERWRITERS LABORATORY FD FIRE DAMPER WB WET BULB FRP FIBERGLASS REINFORCED PLASTIC WG WATER GAUGE FT FEET Revision Approved No.1 Date ADDENDUM NO. 3 SEB 0 A AIR COOLED CONDENSING UNIT SCHEDULE ITEM NO. MAX SOUND LEVEL 69 dB MATCH SYSTEM CAPACITY PIPING CONDENSER COMPRESSOR REMARKS MODEL NO. REQ'D LOCATION WITH BTUH SEER SUCT. LIQ. OSA F CFM ROWS RLA N0. TYPE RLA VOLT PHASE THERMOSTAT OFF—WHITE _ 1 OPERATIONS BLDG. AHU-1 24,000 12.0 — — 95 ENAMEL — — — 1 HERMETIC 14.0 208 1 SEE NOTE A BELOW TRANE TTP024 ACCU-1 NOTE A: PROVIDE OPTIONAL LOW AMBIENT CONTROL, TIME DELAY CONTROL, AND LIQUID LINE FILTER—DRIER. ITEM N0. SHEET AREA SERVED ENTERING AIR LEA N0. REQ'D N0. pB I WB DI AHU-1 1 ELECTRICAL ROOM I H-2 80 1 67 1 — NOTE A: PROVIDE PROGRAMMABLE, ELECTRONIC THERMOSTAT. AIR HANDLING UNIT SCHEDULE COIL DATA FAN DATA FILTERS p AlR TOTAL SENSIBLE ROWS CFM OSA ESP HP DRIVE VOLT TYPE SIZE REMARKS WB MBH MBH FINS I CFM PHASE I NO. — 24.0 18.0 — 1 800 1 0 1.20" 11/21 DIRECT 1 208/1 1 TA I — I SEE NOTE A BELOW ITEM N 0. EF -1 N0. RE 'p AREA SERVED Q 1 OPERATIONS BUILDING PUMP ROOM30 SHEET NO H_2 EXHAUST CFM S.P. SET 6250 0.25" WALL FAN SCHEDULE TYPE VOLT WHEEL DRIVE H•P. PHASE PROP. DIRECT 1 480 FAN RPM 860 MAX SOUND LEVEL 69 dB GREENHECK MODEL N0. REMARKS SCE3-30-422—05 EC,TE,DS,WH,W,SS CONTROL CONTINUOUS EF -2 1 OPERATIONS BUILDING PUMP ROOM H-2 6250 0.25" WALL RH PROP. DIRECT 1 480 30 860 69 dB SCE3-30-422—05 EC,TE,DS,WH,W,SS,T THERMOSTAT OFF—WHITE _ DOUBLE DEFLECTION V4004 ENAMEL AIR DISTRIBUTION DEVICE SCHEDULE SYMBOL DESCRIPTION MODEL FTYPEE MATERIAL FINISH REMARKS RG RETURN GRILLE METALAIRE PLASTER ALUMINUM OFF—WHITE ENAMEL _ RRM LOUVERED RH MOTOR GUARD. Checked by: SEB 1/03 Job No. 50627.03 PIIC SR SUPPLY REGISTER METALAIRE PLASTER ALUMINUM OFF—WHITE _ DOUBLE DEFLECTION V4004 ENAMEL I V V I% I V V L L L Revision Approved ON FAN & ACCESSORIES Project Team Date Scale: N.T.S. TEFC MOTOR, SEE DIVISION 16 Designed by: STEPHEN E. BAILEY, P.E. 1/03 = NEMA 3R DISCONNECT SWITCH, Drawn by: RRM 1103 Date: January, 2003 MOTOR GUARD. Checked by: SEB 1/03 Job No. 50627.03 PIIC = STAINLESS STEEL FASTENERS. T Approved by: SEB 1/03 File: SPP CONDENSATE DRAIN DETAIL N.T.S. Reclaimed Water Augmentation System - Phase IIC C I T Y O F S A N F O Ft p SEAL AROUND PIPING IN SLEEVE AT BOTH ENDS WITH SILICON CAULK. SLEEVE MODEL TRANE TWV024 EC = POLYESTER HI—PRO FINISH ON FAN & ACCESSORIES TE = UL LISTED, HIGH EFFICIENCY, TEFC MOTOR, SEE DIVISION 16 FOR ADDITIONAL REQUIREMENTS. DS = NEMA 3R DISCONNECT SWITCH, MOUNTED AND WIRED. WH = EC COATED WALL HOUSING WITH MOTOR GUARD. W = WELDED CONSTRUCTION SS = STAINLESS STEEL FASTENERS. T = HEAVY DUTY CORROSION RESISTANT LINE VOLTAGE THERMOSTAT, MERCOID MODEL 830 OR EQUAL. TYPICAL AIR COOLED CONDENSING UNIT. 6"(MINIMUM) WIDER THAN UNIT ON ALL FOUR SIDES. 2"(MINIMUM) .,,,� ,, �,„, �., �INFORCED CONCRETE PAD. SECURE WITH (4) .25” MINIMUM STAINLESS STEEL BOLTS IN LEAD ANCHORS. ACCU MOUNTING & PIPING DETAIL NTS GRADE NEENAH MODEL R -1691—B CAST IRON MANHOLE COVER AND FRAME SIZED FOR PIPE END. LABEL COVER "HVAC DRYWELL". GROUT AT INLET - ,,j CONCRETE PIPE A/C CONDENSATE PIPE PITCH 1/8" PER FOOT FILL PIPE WITH 3/4" MINIMUM im � DIAMETER WASHED ROCK DRYWELL DETAIL N.T.S. Engineers Planners . Landscape Architects Surveyors Constrrlctian Maiutgetnent zvw w, c ph e ng ineers.coin ,500 Writ Felton Shreet, Sw funh, Fl. 32771 P.U. Box 2808, Sanford, i 1, 32772-2808 Photic: 407.322.6841, Fax: 402330.0639 Crr14icate ofdnthorization No, 3215 Conformed Document HVAC LEGEND AND DETAILS Registration Number: 42461 W �6 0(74l�v-1 EL� L� Electrical Design Associates INC. 2020 FAST ROBINSON STREET ORLANDO, FLORIDA 32803 PHONE: (407) 898-8300 FAX: (407) 893-8411 License No. 85-0868970 WILLIAM R. HAYOOOD, P.E. Florida P.E. No. 39503 Sheet No. /1~ ©2003 SUPPLY SMOKE DETECTOR, FOR AUTOMATIC FAN SHUTDOWN. TYPICAL. GALVANIZED SHEET METAL SUPPLY AIR PLENUM WITH 1" THICK 1.5 POUND PER CUBIC FOOT FIBROUS GLASS LINING SIZED TO FIT UNIT AND HEIGHT REQUIRED FOR A 24x24 SUPPLY REGISTER (SR) PROVIDE DOUBLE THICKNESS AIRFOIL TURNING VANES. i ATTACH SUPPLY AND RETURN PLENUMS TO AIR HANDLING UNIT WITH NEOPRENE GASKET AND SHEET METAL SCREWS. SUCTION AND LIQUID REFRIGERANT LINES CONDENSATE DRAIN AND CLEANOUT WITH 3/4" CONNECTION TO UNIT. PITCH 1" CONDENSATE DRAIN BELOW GRADE 1/8" PER FOOT MINIMUM TO DRYWELL. 18 GAUGE MINIMUM GALVANIZED SHEET METAL RETURN AIR PLENUM WITH 1" THICK 1.5 POUND PER CUBIC FOOT FIBROUS GLASS LINING SIZED TO FIT BOTTOM OF COIL ENCLOSURE AND HEIGHT REQUIRED FOR 24x24 RETURN GRILLE (RG). 4" CONCRETE HOUSEKEEPING PAD, COORDINATE PAD LOCATION WITH ELECTRICAL EQUIPMENT. AHU MOUNTING DETAIL N.T.S. �L NALL HOUSING FOR FAN ,LL THREAD ROD, EXTEND 'UCTURE ABOVE. SECURE S FASTENERS. TYPICAL ' SS U—CHANNEL SUPPORT. EXHAUST FAN MOUNTING D ETAI L N.T.S. COORDINATE AIR HANDLING UNIT LOCA— WITH ELECTRICAL EQUIPMENT, ADJUST LOCATION AS REQUIRED. PROVIDE HOUSEKEEPING PAD AS SHOWN ON TI— D ETAI L. EXTEND CONDENSATE PIPING BELOW S AS SHOWN. SEAL FLOOR PENETRATION WATERTIGHT. COORDINATE WALL PENEfI LOCATION WITH STRUCTURAL CONDITION COORDINATE DRYWELL LOCATION WITH — EXISTING FIELD CONDITIONS, ADJUST LOCATION AS REQUIRED. EXTEND REFRIGERANT PIPING THROUGH AS SHOWN. PROVIDE ESCUTCHEON AN[ SCHEDULE 40 GS PIPE SLEEVE FOR N PENETRATION. SEAL PENETRATION WATERTIGHT. i" CONDENSATE PIPING BELOW GRADE— 3125 CFM 3125 CFM _. _. ................. ............. ........... _...._......... w___ ....... ME, M in is M 0 fail in h.. .....................................,i l ...... I Tn CC n f El f! JUMLC: I/ -t = I —U 1 0 1 2 3 7' Date Revision Approved f! Revision Approved 3125 CFM Date Revision Approved Project Team Date . Reclaimed Water System - Phase 110 I HVAC PLAN Sheet No. 11�2 Q 2003 VA8/4/03 ADDENDUM NO. 3 3125 CFM I STEPHEN E. BAILEY, P.E. RRM 1/03 1/03 s w9t. uj(ze4ol ��Q Electrical Design Associates INS 2020 EAST ROBINSON STREET ORLANDO, FLORIDA 32803 PHONE: (407) 895-8300 FAX: (407) 895-8411 UeenN No. 65-0888970 VNLLIAM R. HAYOOOD, P.E. Conformed Document Florida P.E. No. 39303 Revision Approved No. Date Revision Approved Project Team Date Scale: 11RE'�'1'-0" Date: Janua 2003 "'Augmentation Reclaimed Water System - Phase 110 Planne ss Planners Landscape Architects Surve ors ConstructionManagement w ui w. e p h e ng t n e e r s. c o m 500 west Fulton Street Sanford, FL 32771 P.O. Box 2808, Sonfor$ FL 32771-2808 Phone,407.322.6841 Fax: 407.330.06.39 Certificate of AuthorLation No. 3215 HVAC PLAN Sheet No. 11�2 Q 2003 VA8/4/03 ADDENDUM NO. 3 SEB Designed by: Drawn b y STEPHEN E. BAILEY, P.E. RRM 1/03 1/03 Checked by: SEB 1/03 Job No. S0627.03 Pllc STEPHEN E. BAILEY, P.E. Registration Number: 42461 11 ® Approved b pp y: SEB 1 /03 File: SPP C 1 T Y C) F E3 A N F C7 R NORTH Proposed Retention Pond MAYFAIR GOLF COURSE I I -+ Proposed Reclaimed Water —b Ground Storage Tank • i I I i I Proposed Valve Station MFA A MW 1:4:UE I i M4 iA AUGUENTATION SYSTEM -PHASE IfB --- CITY aF SANFC:)RD Proposed Reclaimed Water Operations Bldg =--�� IEaisling roposed Storm Sewer I Toiephone v .. r LJ Junction Box Existing Potable Water Ground Storage Tank and Aerator Existing Potable No. 1 Water Ground Storage Tank and Aerator No. 2 SANFORD Miter MAIN WTP ...... 0 vuun e'......................................................... )n cu g ml t1 (B1herx) •. Control Existing �! Building . . .. . .. . .. . .. . .. . .. . . .. . .. ED COUNTRY CLUB ROAD -----------------------------...... _.._.._.._.._..;.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.. RECLAIMED WATER 1 OPERATIONS FACILITY coo R W F N X 6 N I.1......... W. 1:1 LAKE WATER PUMPING STATION CITY OFFICIALS MAYOR Brady Lessard COMMISSIONERS District 1: Art Woodruff rrro�" om .� District 2: Velma Williams P � District 3: Randy Jones CITY OF SAp District 4: Kevin Hipes INTERIM CITY MANAGER Andrew Van Gaale DIRECTOR OF UTILITIES Paul Moore, P.E. FACILITIES MANAGER Jim Cohen FACILITIES OPER. COORD. Charles W. Turner III CIVIL/ENVIRONMENTAL CPH Engineers, Inc. P.O. Box 2808, 500 W. Fulton St Sanford, Florida 32771-2808 Phone (407) 322-6841 Attn-. Benjamin M. Fries - Project Manager ELECTRICAL BAILEY ENGINEERING CONSULTANTS 2101 N. Andrews Avenue, Suite 100 Fort Lauderdale, Florida 33311 Phone (954) 564-3111 Attn: Steve Bailey, Project Manager GEOTECHNICAL ANDREYEV ENGINEERING, INC. 105 Coastline Road Sanford, Florida 32771 Phone (407) 330-7763 Fax (407) 330-7765 Email: andeng@aol.com Attn- Gabi Stephan, Division Manager J:S0627,03/C0REL/r1sheet 1 A.cdr FOR CONSTRUCTION. VICINITY MAPS GENERAL PIPING SYMBOLS INDEX OF SSEETS --�-- 1. COVER SHEET M.1 L fri: 2. INDEX OF SHEETS, STANDARD ABBREVIATIONS, AND SYMBOLS -------------- : . ............. ........ ........................ EXISTING PIPE (EXPOSED) 3. DEMOLITION PLAN RECLAIMED WATER ........ 4. SITE DIMENSION PLAN . . ......................... ...................... EXISTING PIPE (HIDDEN) -urrain mpy DMI 'TUF � Vii._j], Ic 5. PAVING, GRADING, AND DRAINAGE PLAN 7 OPERATIONS FACILITY Ig 7 6. SITE PIPING PLAN PROPOSED PIPE (EXPOSED) L 7. RECLAIMED WATER OPERATIONS BUILDING FOUNDATION PLAN C.R. 46A PROPOSED PIPE (HIDDEN) 8. RECLAIMED WATER OPERATIONS BUILDING FOUNDATION PLAN DETAILS ite Location.RAL DETAILS _ - �j� ., 9. RECLAIMED WATER OPERATIONS BUILDING STRU I ILLI [I MECHANICAL JOINT 10. RECLAIMED WATER OPERATIONS BUILDING MECHANICAL PLAN MISCELLANEOUS M 11. RECLAIMED WATER OPERATIONS BUILDING Ill 'i ii FLANGED JOINT V -0t, u w PIPING DETAILS 12. RECLAIMED WATER OPERATIONS BUILDING EQUIPMENT DETAILS E 3 FLEXIBLE COUPLING WITH THRUST TIES 13. RECLAIMED WATER OPERATIONS BUILDING ELEV ATIONS T 14. RECLAIMED WATER OPERATIONS BUILDING ROOF FRAMING PLAN FLANGED COUPLING ADAPTER 15. RECLAIMED WATER GROUND STORAGE TANK PLAN 7i�f 16. RECLAIMED WATER GROUND STORAGE TANK ELEVATION S.R. 461 FLEXIBLE COUPLING Sanford North qru? 17. RECLAIMED WATER GROUND STORAGE TANK STRUCTURAL DETAILS Water Reclamation Facility 18. RECLAIMED WATER GROUND STORAGE TANK PIPING DETAILS ELBOW UP (FLANGED) 19. MISCELLANEOUS PIPING AND DETAIi L S �i 20. PUMP STATION PLAN AND MH "J" MODIFICATION DETAILS ELBOW DOWN (FLANGED) Kp 21. PUMP STATION FOUNDATION PLAN AND BUILDING ELEVATIONS nil CONCENTRIC REDUCER (FLANGED) 22. PUMP STATION MECHANICAL PLAN AND DETAILS LAKE WATER State Rd 46 23. PUMP STATION DEMOLITION PLAN AND WATER SERVICE CONNECTION IM U I OrlandO. S "nf rcll] 1=t1== ECCENTRIC REDUCER (FLANGED) PUMPING STATION Airport 24. LANDSCAPE PLAN -RECLAIMED WATER OPERATIONS FACILITY 7 0 C TEE DOWN (FLANGED) E-1 ELECTRICAL NOTES AND ABBREVIATIONS TEE UP(FLANGED) E-2 ELECTRICAL SITE PLAN E-3 RISER DIAGRAM ill UNION E-4 CONTROL DIAGRAM STANDARD ABBREVIATIONS E-5 POWER PLAN BLIND FLANGE E-6 LIGHTING PLAN AL. Or ALUM. ALUMINUM MAX. MAXIMUM E-7 ROOF PLAN ASPH. ASPHALT MANF. MANUFACTURER CAP OR PLUG (MEC-HANICAL) E-8 SITE PLAN AUGMENTATION BLDG. BUILDING MAT. MATERIAL BT BURIED TELEPHONE NG NATURAL GRADE i J PRESSURE GAUGE LOCATIONS E-9 POWER PLAN BM BENCH MARK NPL NON -POTABLE WATER E-10 LIGHTING PLAN Ba.V, BALL VALVE NWL NORMAL WATER LEVEL E-11 DETAIL SHEET B.V. BUTTERFLY VALVE NTS NOT TO SCALE CIP or CI CAST IRON PIPET OC ON CENTER E-12 LIGHTING DETAIL CONC. CONCRETE OH. E. OVERHEAD ELECTRIC CONT CONTINUED PL. PLATE E-13 DETAILS CMU CONCRETE MASONRY UNIT PW POTABLE WATERH-1 HVAC LEGEND AND DETAILS CONTON CONST CONSTRUCTION PS PUMP STATION VALVE SYMBOLS FORFk_"_-* I C.V. CHECK VALVE PROP. PROPOSED H-2 HVAC PLAN DIP or DI DUCTILE IRON PIPE PVMT PAVEMENT DIA. DIAMETER PID POWER POLE DOT DEPT. OF TRANSPORTATION PT PRESSURE TREATED GATE VALVE DR. or DW. DRIVE OR DRIVEWAY P.V. PLUG VALVE DETAIL & SECTION EQUIP. EQUIPMENT PVC POLYVINYL CHLORIDE ED EQUIPMENT DRAIN PAV. PAVING BALL OR GLOBE VALVE IDENTIFICATION ESM'T EASEMENT PE PLAIN END EFF. EFFLUENT RCP REINFORCED CONCRETE PIPE EXP. EXPANSION RW REUSE WATER ELEV. or EL. ELEVATION RT. RIGHT PLUG VALVE DETAIL NUMBER EXIST. EXISTING R RADIUS ELEC. ELECTRICAL RED. REDUCER DRAWING NUMBER ON WHICH EF EACH FACE REINF. REINFORCED CHECK VALVE DETAIL IS DRAWN. EXT EXTENDED REQ'D REQUIRED DRAWING NUMBER ON WHICH EW EACH WAY RAN RIGHT-OF-WAY DETAIL IS TAKEN. DASH HERE FD FLOOR DRAIN STA. STATION BUTTERFLY VALVE INDICATES DETAIL IS STANDARD FM FORCE MAIN SPEC. SPECIFICATION FOR THE PROJECT FLG. FLANGED SW (S/W) SIDEWALK• FLEX. FLEXIBLE SWD SIDE WATER DEPTH 'n GM GAS MAIN SQ. SQUARESS STAINLESS STEEL SOLENOID VALVE SECTION LETTER GPM GALLONS PER MINUTE DRAWING NUMBER ON WHICH GS GALVANIZED STEEL STN.STL. STAINLESS STEEL SECTION IS DRAWN A A GALVANIZED STEEL PIPE SAN. SANITARY GSP T TELEPHONE CABLE PRESSURE REGULATING VALVE DRAWING NUMBER ON WHICH GALV. GALVANIZED TBM TEMPORARY SECTION IS TAKENIs 0 G.V. GATE VALVE tkt HB HOSE BIBB TOF TOP OF FLOOR 916. HORIZ. HORIZONTAL TYR TYPICAL • JUL HP HIGH PRESSURE TRANS. TRANSFORMER HPAC HIGH PRESSURE AIR COPPER UE UNDERGROUND ELECTRIC HPAG HIGH PRESSURE AIR GALVANIZED UG UNDERGROUND IN SHEET NO. INDEX OF SHEETS, HWL HIGH WATER LEVEL UT UNDERGROUND TELEPHONE "THIS IS TO CERTIFY THAT THE DESIGN REFLECTEDSTANDARD ABBREVIATIONS, AND SYMBOLS I.P.IRON PIPE VCP VITRIFIED CLAY PIPE THE PLANS AND SPECIFICATIONS REPRESENT SOUND INF. INFLUENT VERT VERTICAL ENGINEERING PRINCIPLES AND IS CONSISTENT WITH INV. INVERT W.L. WATER LINE THE APPLICABLE REQUIREMENTS OF THE FLORIDA RECLAIMED WATER AUGMENTATION ID INDENTIFICATION WM WATER MAIN SYSTEM -PHASE IIB NO. DATE REVISION REVISION ]APPROVED ADMINISTRATIVE CODE. CITY OF SANFORD J:\S062 7.03\core1\r1sheet_2A.cd 0Cph l� EXISTING TREES TO BE REMOVED AS SHOWN (TYP.) Existing Chlorine Room Equipment and Piping Existing Recessed Pit For Ton -Cylinder Scale ti.....................X...............................X...............................X...............................X ..............,............... X...............................X............ .................... .X .................... ,r APPROXIMATE GOLF COURSE FAIRWAY BOUNDARY r N,` r i 8 � ,,a �' .�'�', i�� • �T ,,`� fr if m pi .- olabl_` 1 -= EXISTING FENCE TO BE REMOVED r AND RELOCATED { EXISTING 2" WATER LINE REFER TO APPROX. LOCATION.° {`......._...._,...._.,.._.-.........{.....t.t.,...._....._...-_..».......,., .�; OF EXISTING BUILDING DEMOLITION NOTE 2 ` 7 r r% a;. ............... FIBER OPI10 MARKER VvV - . _......... :5 .......... ...._.-.-......__ T {j ....... —r EXISTING CHLORINE ROOM EQUIPMENT & PIPING TO BE REMOVED. REFER TO DEMOLITION NOTES 3-6 X.Y ..................... -..,.,- x ................--..W. W X ....... _ _ X ...... .... --_.._.., -- X ..... 1'r'ttL1\— APPROXIMATE LIMITS OF EXISTING {— EXISTING 10'x 6'x V-3" RECESSED PIT FOR E lPu9il" "36" ASPHALT PAVING TO BE SAW -CUT EXISTING TON CYLINDER SCALE. REFER TO ASPHALT PAVEMENT AND REMOVED TO FACILITATE NEW DEMOLITION NOTES 3-7 PAVEMENT INSTALLATION \ COUNTRY CLUB ROAD DEMOLITION NOTES 1. CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS OF EXISTING IRRIGATION PIPING IN THE VICINITY OF THE PROPOSED CONSTRUCTION. EXISTING PIPING IN CONFLICT WITH THE PROPOSED FACILITIES SHALL BE RELOCATED BY THE CONTRACTOR AS PART OF HIS WORK. 2. CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF THE EXISTING 2" WATER LINE IN THE VICINITY OF THE PROPOSED CONSTRUCTION. EXISTING PIPING IN CONFLICT WITH THE PROPOSED FACILITIES SHALL BE REMOVED BY THE CONTRACTOR. PIPING TO REMAIN SHALL BE SUITABLY PLUGGED/CAPPED AT ITS TERMINUS. 3. FOLLOWING SWITCHOVER TO THE NEW DISINFECTION SYSTEM AND REMOVAL OF THE TON -CYLINDERS BY THE OWNER, THE CONTRACTOR SHALL REMOVE ALL EQUIPMENT AND EXPOSED PIPING/TUBING RELATED TO THE EXISTING CHLORINE GAS DISINFECTION SYSTEM. ALL BELOW -GRADE OR IN -SLAB PIPING SHALL BE PROPERLY TERMINATED AND ABANDONED IN-PLACE. EXPOSED ELECTRICAL CONDUITS SHALL BE REMOVED WITH ALL CIRCUITS PROPERLY TERMINATED. 4. EXISTING CHLORINE EQUIPMENT ITEMS LOCATED WITHIN THE EXISTING GENERATOR/CHLORINE STORAGE AREA INCLUDE, BUT ARE NOT LIMITED TO, LEAK DETECTOR & ALARM, TON -CYLINDER HEATERS, AUTOMATIC SWITCHOVER UNITS FOR THE TON -CYLINDERS, TON -CYLINDER SCALE, AND ASSOCIATED ELECTRICAL COMPONENTS, REFER TO THE "EXISTING RECESSED PIT FOR TON -CYLINDER SCALE" PHOTO ON THIS SHEET. No. Date Revision Approved No. Date Revision Approved Project Team Date Scale: 1" = 20' 2/6/04 Conformed Document DAG A Designed by: BMF/MLC 6/03 ® ® Drawn by: Rod Butcher 6/03 Date: June, 2003 ® A Checked by: Ben Fries 6/03 Job No. S0627.03 PIIB Q A Approved by: I David A. Gierach 1 6/03 1 File: Demolition Plan 5. EXISTING CHLORINE EQUIPMENT ITEMS LOCATED WITHIN THE EXISTING CHLORINE ROOM INCLUDE, BUT ARE NOT LIMITED TO, ROTOMETERS, CHLORINE RESIDUAL ANALYZER, SOLENOID VALVES, INJECTORS, CHLORINE GAS, WATER & CHLORINE SOLUTION PIPING/TUBING AND ASSOCIATED ELECTRICAL COMPONENTS. REFER TO THE "EXISTING CHLORINE ROOM EQUIPMENT & PIPING" PHOTO ON THIS SHEET. 6. THE OWNER SHALL HAVE THE RIGHT OF FIRST REFUSAL CONCERNING THE DISPOSITION OF EXISTING EQUIPMENT TO BE REMOVED. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER TO DETERMINE WHICH EQUIPMENT ITEMS ARE TO BE SALVAGED. EQUIPMENT TO BE SALVAGED SHALL BE CAREFULLY REMOVED BY THE CONTRACTOR AND TRANSPORTED TO A LOCATION OF THE OWNERS CHOOSING FOR STORAGE. THE CONTRACTOR SHALL PROPERLY DISPOSE ALL EQUIPMENT THAT IS NOT DESIGNATED BY THE OWNER FOR SALVAGE. 7. THE RECESSED PIT FOR THE EXISTING TON -CYLINDER SCALE SHALL BE FILLED WITH 4,000 PSI CONCRETE TO MATCH THE SURROUNDING SLAB IN THE EXISTING GENERATOR/CHLORINE STORAGE AREA. 8. CONTRACTOR SHALL INCLUDE IN HIS BID PROVISIONS FOR TEMPORARY FENCING OF THE WTP SITE TO MAINTAIN SECURITY/RESTRICTED ACCESS DURING CONSTRUCTION. Reclaimed Water f1 Lagineers Planners ands su"'runtcca pc Archi tccts - Phase IIB Construction Management Augmentation System ururm.cph engi vee ers, co rn C: I T Y O F S A N F C7 R d .5110 Wmt Fallon 5trer4 Sant rd, FL .72771 P.O. 11— 2808, Sanford, Ft 32772-2808 Phonc40Z32Z6841 Fax407330.0839 Cortfiro re nfAnthorim non Nn. ,7218 David A. Gierach Registration Number: 38642 +V Conformed Document Sheet No. DEMOLITION PLAN 1 .3 SANFORD MAIN WTP SITE © 2004 t ��S1, R, U "NO TRESPASSING" COR POS #2 BARE CONDUCTC ATTACHED TO CORl' POST JlN:/ L/ N PROPOSED CONCRETE PAD — q 10'-0" MAX. X- X x 10'-13" MAX. V,� V V I\✓ 1\ V U J I V / I V COPPER CLAD (TYP.) ALL NOTE: BRACE CORNER POSTS IN BOTH CORNERS OR CHANGE IN DIRECTIONS ALONG FENCE LINE. FENCE DIRECTION TFence Detail NOT TO SCALE 4 4 X X EXISTING CHAIN LINK FENCE TO BE REMOVED ............. -_.... X .._........... ... .............. X \ \ ', .+'� '''~"M,✓ /fir-" \ \\� r' r` 00� ,r J Y � t Existing Potable Ground Storage Tan Na. X.............. ............. w .............................. X ........................... X ................................ ....................... ,I I 1 I 7 Itnb Potable nd Storage Tank N I r: \ E I \E 1 1 �.,.___--------_�_ T E....................J 3 I I E 3 I E 1 1 .................................................................................... „ ........................... ... ...... ... ... ...... ... ... ...... .... ... ... ...... ... .... ..... ... ...... ... ... ... 1 .............................. ... ...... ... ... .l .... ............... 1 EXTEND SITE PERIMETER FENCING TO �''� `" SN P E E I ENCLOSE GROUND STORAGE TANK t_Irhlr 11351, SEE DETAIL /� � S A PAVEMENT 9 GA. PVC COATED GALV. STEEL CHAIN LINK FENCE FABRIC (1" DIAMOND) BOTTOM REINF. WIRE LINE POST CONCRETE PIER F 12" STABILIZED SUBGRADE ical Pavement Section 2' NOT TO SCALE COUNTRY CLUB ROAD PAVING GENERAL NOTES MATERIALS AND CONSTRUCTION METHODS FOR THE DRIVEWAY AND PAVEMENT CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION. ROADWAY PAVING, BASE AND SUBGRADE SHALL BE IN ACCORDANCE WITH THE FOLLOWING: 2" TYPE S ASPHALTIC CONCRETE: MINIMUM STABILITY 1500 LBS., COMPACTED TO A MINIMUM OF 98% OF THE MARSHALL DESIGN DENSITY. 8" LIMEROCK BASE: MINIMUM LBR OF 100, PLACED IN 6" MAXIMUM LIFTS, COMPACTED TO A MINIMUM DENSITY OF 98 % OF THE MODIFIED PROCTOR DRY DENSITY (AASHTO T-180). CONTRACTOR MAY SUBSTITUTE 5" ASPHALT BASE COURSE TYPE 3 (MIN. STABILITY OF 1000 LBS.) AT NO ADDITIONAL COST. 12" SUBGRADE: STABILIZED TO A MIN. LBR OF 40, COMPACT TO A MINIMUM DENSITY OF 98 % OF THE MODIFIED PROCTOR DRY DENSITY (AASHTO T-180). CONTRACTOR MAY SUBSTITUTE 5.5" LIMEROCK SUBGRADE (MIN. LBR OF 100) AT NO ADDITIONAL COST. 3 1 TE 1 11 1 E1 1 _X 1 .X E K ', FIELD COMPACTION DENSITY, STABILITY AND THICKNESS TESTING FREQUENCIES OF SUBGRADE, BASE AND ASPHALT SHALL BE TESTED ONCE EVERY 2500 SQUARE FEET OF PAVING AT LOCATIONS TO BE SELECTED BY THE ENGINEER. ONE ASPHALT EXTRACTION GRADATION SHALL BE TESTED FROM A GRAB SAMPLE COLLECTED FROM ASPHALT DELIVERED TO THE SITE. AS -BUILT INFORMATION SHALL CONTAIN AT A MINIMUM, BUT NOT BE LIMITED TO, PAVEMENT WIDTHS AND ELEVATIONS. DRIVEWAY AND PAVEMENT EDGE OF PAVEMENT AND CENTERLINE ELEVATIONS SHALL BE MEASURED AT EACH PROPOSED PAVEMENT I ELEVATION SHOWN ON THE DRAWINGS. No. Date Revision Approved No.1 Date Revision Approved I Project Team DateEngineers Ylnnnem 2/6/04 Conformed Document DAG ® Designed by: BMF/MLC fi/03 Scale: �" = 20' Reclaimed Water C 1=9 hi LnnrtscnprArchifccts ® Drawn by: Rod Butcher 6/03 Date: June, 2003 Augmentation System - Phase IIB &umeynn ® eCnnsfrvctinn n Management Checked by: Ben Fries 6/03 .lob No. S0627.03 PIIB w w w, c p h e n g i e r r s. c n m C I T Y O F S A N F O R [7 500 Wert Futtnn $hrcl San/nrd, F1.32771 P.O. Bnr 2W, 9 -f -d, Ft 32772 -urns A4 A Approved by. David A. Gierach 6/03 File: SDP Phnnr:407.322.6041 F -407330.M39 CMifi,.1efAw1hnrlrn10n Nn.32r.i David A. Gierach Registration Number: 38642 Conformed Document Sheet No. SITE DIMENSION PLAN SANFORD MAIN WTP SITE A4 0 tax I: C) - �'j u i �j �1. I � ') '! I r,� T I t I POST (OPTIONS: 2"X4" OR 2 1/2" MIN. DIA. WOOD; STEEL 1.33 LBS/FT. MIN.)--\ r�) 6' MAX. ELEVATION Type III Sill Fence NOT TO SCALE FDOT INDEX NO. 102 /_ OPTIONAL POST 20'f --- PRINCIPLE POST Q POSITION (CANTED FILTER FABRIC (IN 20' TOWARD FLOW) CONFORMANCE WITH VS�ILT SEC. 985 FDOT SPEC.) FILTER FABRIC FLOW SECTION Mayfair Country Club and Golf Course --, ...A �.s.•'C Storm Sewer Pipe and Structure Schedule STRUCTURE NO./ PIPE NO. DESCRIPTION ELEVATIONS O 15" MITERED END SECTION lox � FDOT INDEX NO. 272 S-2 MANHOLE MANHOLE 57.00 N 00 i ril 50.25 4' DIAMETER TYPE'P' BOTTOM ELEVATION Type III Sill Fence NOT TO SCALE FDOT INDEX NO. 102 /_ OPTIONAL POST 20'f --- PRINCIPLE POST Q POSITION (CANTED FILTER FABRIC (IN 20' TOWARD FLOW) CONFORMANCE WITH VS�ILT SEC. 985 FDOT SPEC.) FILTER FABRIC FLOW SECTION Mayfair Country Club and Golf Course --, ...A �.s.•'C Storm Sewer Pipe and Structure Schedule STRUCTURE NO./ PIPE NO. DESCRIPTION ELEVATIONS S-1 15" MITERED END SECTION F.L. NE (15") 50.00 FDOT INDEX NO. 272 S-2 MANHOLE MANHOLE 57.00 FDOT INDEX NO. 200, 201 F.L. SW (15") 50.25 4' DIAMETER TYPE'P' BOTTOM F.L. N (15") 50.35 W/ PRECAST CONCENTRIC CONE (TYPE B) S-3 TYPE 'E' DITCH BOTTOM INLET GRATE 55.50 WITH STEEL GRATE F.L. S (15") 50.50 FDOT INDEX NO. 232 F.L. N (15") 50.60 S-4 TYPE'E' DITCH BOTTOM INLET GRATE 56.00 WITH STEEL GRATE F.L. S (15") 50.80 FDOT INDEX NO. 232 P-1 90 L.F. OF 15" R.C.P. @ 0,25% P-2 65 L.F. OF 15" R.C.P. @ 0.25% P-3 80 L.F. OF 15" R.C.P. @ 0.25% cph Z. (- rr' / APPROX. FAIRWAY ----` �11 BOUNDARY \' / r .......... ,� l / ()i I 7 f ✓,r ,i �.r ,,, „.....:.f.r /j f �} 1 Z�� `t •! •yY ill ' • i r� � j"• '`, 1N • i •�" , � , rod! } ,,.,s„„,.;.��,:.;;:,�»_�. ,. r SILT FENCE p ` ala ,,•` � qr''r" : �` . ` 3 > .►.'� ,ice „• ..... C:> \,\ �` �f �� ,,,,•' 4' ! `�'� � � ,;fit•° `� t "i ; ?d rn ' t w 7 '�" i ' � r r f l f• Y E.de & u. "#SI m Potable I- tT3 ,f ��-f X X X x C! Ground Storage Tom, k v _�.•� .._.......... c Uj 0HT1 �„_,,.•� cTs j ', •.-.. (� � 5fO j `` ` r-� M (r•+ \, \ ` (,+ ` 56.7 56.75 56.7 X WA _ �,.,.w,m.,,.,rF.gK«we+^'?`.:: �. ..- _..,.. ._. 9`e`'� ^.,,�.�� i_ ,. .,P '" � , i ` � "`".. i��^% _ • Q\�• \� ---. "''� f � � ...<.�»."'.um..,++o:�""atp' 1c«e'T ..;,x+.,«'«�",>rx^w ,g, / �• I / C.Jt �'`J I JO f'� '"e o' 1 '-T• t:i 4... ............................... . f r e ' < Nom««" 1' / 58.5 58.5 " , . ,• 40' rVSr ,0 6 Proposed r is Sanford Main LOURII PROPOSED ONE _... . Reclaimed Water STORY EW TANK Water Treatment 1? a ::eEL. 57.5 MASONRY aonsBuildin Plant SR!n '•.?� • F.F. EL. 57.0 Bt)IDINO S-1 1 rnorAgeaK ,r , A Di 0 et :.. 9 ;. 50 CJ _ . - meter / EXISTING'f,T�. MATCH Nj (a: t \ ., CO CI. % PAVEMENT - r^ -E !V s JT53 1 ............. r,3fr `BENCHMARK m g At�.ISSSS:WCX: Y. P 2 •32 Ut ,,, »� f � NAIL. A CAS \ �. t, 5 5 56. A �.y V r r ELEVATION { � A ON 55.27 3 rr 563 f ASPHALT PAVEMENT ........................ •,..K.,.......,.,..-............... 6 .. .................... .-................. ........................ ........... .... ,............,..,..,-,.,..... ........... .. ..,,....,........,....,,...,.. ....... / r : •...5 6 56. _.7 1. 't coNcRr :-.W! N cii ' PK P4F? r,, k� t.) , 55 01 70 t1 pp SILT' FENCE 5354 (n oar r iP....-.v...... '." s 'I Edi; R OPTICgA ,. co d° .a ` 6 -( 2!' •J J 03 tt , _.. _ .... _ •... _ ....... _ .... �..., hi•-.............. _....^......__.......... .._ 45, 7 4�J 45 _ t _........_ .... _ ....._ ...........tP r �1 U t` MATCH CYI i« LA EXISTING a LIMIT 35" PAVEMENTeh UN Cit ASPHALT PAVEMENT (TI Qi (A ; n x; ti, tN, t`•, {=� COUNTRY CLUB ROAD C1 :•: C:J C3+ E 5:1 Gradinu Notes for - �7 Reclaimed Water Operations Building legend 1. EDGE OF SIDEWALK AT BUILDING, ELEV. 56.96 _ - - . - - - - -ar , < 56.7 (1/2" BELOW FINISHED FLOOR, TYP.)xa CONCRETE WALKWAY/PAD PROPOSED SPOT ELEVATION 2. EDGE OF SIDEWALK AT PAVEMENT, ELEV, 56.75, -..� PROPOSED DRAINAGE DIRECTION EXCEPT AS SHOWN AT N.E. CORNER. ) NEW ASPHALT PAVEMENT 3. SIDEWALK SLOPE AWAY FROM BUILDING MINIMUM PROPOSED DRAINAGE CULVERT 1 /2"/FT. 4. FINISHED GRADE ADJACENT TO BUILDING ON ...................... 56-"-'--•"'" EXISTING CONTOUR (% PROPOSED STORM SEWER INLET SOUTH AND WEST SIDES AT MAX. ELEV. 56.8 56 PROPOSED CONTOUR 0 PROPOSED STORM SEWER MANHOLE Conformed Document No. Date Revision Approved No. Date Revision Approved Project Team Date Enginem Q 2/6/04 Conformed Document DAG ® Designed by: BMF/MLC 6/03 Scale: 1" = 20' Reclaimed Water Sheet No. Ptnnnery . surveynpeArchitccls PAVING GRADING AN D ® ® Drawn by: Rod Butcher 6/03 bate: June, 2003 � p surveyors f Augmentation System - Phase IIB Con0metionManagemant David A. Glerach DRAINAGE PLAN ® ® Checked by: Ben Fries 6/03 Job No. S0627.03 PI18 w w w. c p h e n g i n e e r N. e o to Registration Number: 38642 C _ I T Y O F S, .� N F O R CJ S00 W -t Fnitnn Strrct, Snnf-1, F1.32771 P.O. A-2AAR, Sunford, Ft 72772-2N+W Q ® Approved by: David A. Gierach 6/03 Flle: SPP Phonr. 4117122fiA47 Fa A07,110.0674 cnr+/+.l.n Aulhorlra r+nn Nn. .{215 ©ama � tt ,.,� /.,,.�/...,y r•.a� ,•�4 ...yy�.•, rNF 0 P a (V N N U C C) Q N X U l7 (O n T3 CU a. X D CL v o Co Q V Q cO 3 v a- a. of �3 n m V) V) 01 CI r - C\1 (D O U) O EXISTING 16" RECLAIMED WATER MAIN O EXISTING 20" RECLAIMED WATER MAIN O EXISTING 24" RAW WATER MAIN EXISTING 24" HIGH SERVICE PUMP SUCTION PIPE O EXISTING 16" POTABLE WATER DISCHARGE PIPE EXISTING 2" POTABLE_ WATER SERVICE LINE 0 ORTHO-POLYPHOSPHATE INJECTION LINE ® EXISTING 4" SEWER LINE O EXISTING 6" DRAIN LINE 10 EXISTING 4" DRAIN LINE 11 PROPOSED 16" SLEEVE (MJ), RESTRAINED MAYFAIR COUNTRY CLUB AND GOLF COURSE FAIRWAY --- BOUNDARY ao N Piping Legend 12 PROPOSED 16" TEE (MJ) 13 PROPOSED 16" BUTTERFLY VALVE 14 PROPOSED 16" DIP 15 PROPOSED TANK FILL VALVE ASSEMBLY 16 PROPOSED 24" BUTTERFLY VALVE 17 PROPOSED 24" DIP 18 PROPOSED 20" TEE (MJ) 19 EXISTING 3 - 2" PVC SLEEVES 20 PROPOSED 20" BUTTERFLY VALVE 21 PROPOSED 20" PLUG (MJ) STEEL CASING PIPE. SEE DETAIL SHEET 19. 22 PROPOSED 24" DI 90° BEND (R.J.) 23 PROPOSED 20" DIP 24 PROPOSED 20" 45° BEND (RJ) 25 PROPOSED 20" 22-1/2° BEND (RJ) 26 PROPOSED 6" DI 90° BEND 27 PROPOSED 6" DI TANK DRAIN 28 PROPOSED 1" SCH. 80 CPVC SODIUM HYPOCHLORITE FEED LINE 29 PROPOSED 2" SCH. 80 PVC POTABLE WATER LINE 30 PROPOSED 2" SCH. 80 PVC SUMP DRAIN LINE 1 e d 31 PROPOSED 1" SCH. 80 CPVC TEE 32 PROPOSED 1" SCH. 80 CPVC BALL VALVE (VENTED STYLE) 33 PROPOSED 2" x 1" SCH, 80 PVC TEE 34 PROPOSED 2" SCH 80 PVC PLUG 35 PROPOSED 2" GATE VALVE 36 PROPOSED 1" SCH. 80 PVC POTABLE WATER FLUSHING LINE. 37 PROPOSED 111 GATE VALVE 38 PROPOSED 2" SCH. 80 PVC TEE 39 PROPOSED 2" SCH. 80 PVC 90° BEND 40 PROPOSED 1" SCH. 80 PVC 90° BEND 41 PROPOSED 1" SCH. 80 PVC 45' BEND 42 PROPOSED 1" SCH. 80 CPVC 90° BEND 43 PROPOSED 1" SCH. 80 CPVC 45° BEND 44 PROPOSED 16" DI 90° BEND 45 PROPOSED 16" DI 45° BEND I 46 1" REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTER PRE -CHLORINATION IAI Me TinKI DnIAIT IAI CVIQT 2 / 4, 25 23 �.:f SPEED LIMIT "35' ASPHALT PAVEMENT Section A -A NOT TO SCALE COUNTRY CLUB ROAD 3" PVC SCH. 40 DRAIN PIPE @ 1.0% SLOPE Section B -B NOT TO SCALE No. Date Revision Approved No.1 Date Revision Approved Project Team Date 02/6/04 Conformed Document DAG ® Designed by: BMF/MLC 6/03 Scale: 1" = 20' ® ® Drawn by: Rod Butcher 6/03 Date: June, 2003 ® 8 Checked by: Ben Fries 6/03 Job No, 30627.03 PIIB I& I Approved by: David A. Gierach 6/03 File: SPP �1-1. lr]f n i -i Vl\"e V lam. - 1 4V V t AND CONNECT TO I 20" D.I. PIPE AFTER SATISFACTORY PRESSURE AND LEAKAGE TEST ON II NEW PIPE LINE. CAST -IN-PLACE PIPE TRENCH WITH PRE -FABRICATED TRENCH FRAME AND SOLID COVER, HEAVY DUTY _ 26" LIMEROCK i I I BASE Car+tinln P—P NOT TO SCALE 6�t �3 ! 5 frf: r i POST -CHLORINATION j INJECTION POINT IN EXIST. METER VAULT SEE DETAIL I y.......... I .... _.............. X lown U " 4 I ) D 19 0`J 4 PROPOSED 20" BUTTERFLY VALVE W/ E ELECTRIC OPERATOR IN EXISTING VAULT. 6 19 SEE DETAIL. k gt I {i S I 3 g Lr■ e� ■ U 3 2 H 6 19 N � 39 1" METER & 2" REDUCED ■ PRESSURE ZONE BACKFLOW PREVENTER. SEE DETAIL 3 SERVICE SADDLE WITH 6 19 2" CORPORATION STOP. 5 ._... ... ... ..... ... ... ...... _. _..._ ........_ ...... __.. _ .. Reclaimed Water L Plamem - Surrwyom Arehilrrfs Augmentation System - Phase IIB s°ttr''°R CansttvcfinrtMnnagemrnt David A. Gierach w w W. CP h r n g i n r e r s. c 0 MRegistration Number: 38642 C I T Y O F S A N F Q R C] 5m Wnt F.71— Street, 9—f—J, F7.32771 P.O. firer 2110.8, S. p d, Ft .12772-2AnA Phony: 407322.6841 Fes. 4117330.0639 Certifi fe of,luthnrBetion No. 321.5 a 8 F s P 1 d s ( i gg� £y# Y pI NOTE A: AN EXISTING ANTENNA AND SEVERAL SMALL PIPES/CONDUITS ARE LOCATED IN THE AREA BETWEEN THE EXISTING GROUND STORAGE TANKS, BUT ARE NOT SHOWN IN THIS DRAWING. SOME ADJUSTMENT OF THE PROPOSED PIPES IN THIS AREA MAY BE NECESSARY TO AVOID CONFLICTS. CONTRACTOR SHALL TAKE THIS INTO CONSIDERATION WHEN PREPARING HIS BID. i Conformed [hoc ent Sheet No. SITE PIPING PLAN SAN FO R D MAIN WTP SITE (D 20113 g.' 0 M GROUND ST TANK DRAIN CONNECTIO DETAIL 6 15 19 -CPH 3/8" x 3" SS EXPANSION ANCHOR INSECT BARRIER (12 REQ.) 5" 6-0" 28 #4 DOWELS 3'-1" CLEAR 2" IN. 3 #4 HOOPS I ' 2" MIN. DOME @ 6.. �+— CONCRETE CURB o A SECTION \\\2 #4 HOOPS T-0" THIS SIDE TO TOP OF DOME �I �I 7'0" x 7'0" FIBERGLASS COVER 2- 4" x 4" SS HINGES W/4- 1/4" x 1 1/4" SS BOLTS W/LOCKNUTS o I EACH HINGE F- 1/2"x 2" RUBATEX INSECT BARRIER CONTINUOUS / I 3'5" SQ. FIBERGLASS COVER W/ A I u INTEGRALLY MOLDED FIBERGLASS >�< STIFFENERS 3/8" DIAMETER SS LOCKABLE HASP PROTRUDES 3" ABOVE HATCH L a7�7" DIP OUTLET 15 18 No. Date Revision Approved No. Date 2/6/04 Conformed Document DAG A 0 0 Revision AREA OF OPENING 20 SQ. IN. 24/24 MESH SCREEN & NEOPRENE FLAP FIBERGLASS EYELID 2'-0 1/2" COVER COLOR WHITE -- r NOTE: BASE BID SHALL INCLUDE 1.5 MILLION GALLON CAPACITY GROUND STORAGE TANK AS SHOWN ON THESE DRAWINGS. ALTERNATE BID SHALL INCLUDE 2 5 MILLION GALLON CAPACITY TANK WITH A 3" -f DOWELS @ 12" 8" 8 REQ.) 11011 HOOPS 8.6.E 9.6.E 7'6" cain Up F- __j 8" 5D 8" 8" 8" 8. 8,1 6'6" /4 HOOPS 8„ _ Fiberglass Hatch Cover 5 SCALE: 3/8" = 1'-0" 15 15 3 #4 HOOPS AT 4"+/ - REF. ONLY 10 #3 DOWELS v 10" TANK DOME r -------------------------- PRECAST OVERFLOW • 2'6" 2 1/2" #3 DOWEL CAULK ALL AROUND 1 1/4" 24/24 MESH (TYP.) REMOVABLE SCREEN h I I 6 1/2" 2'-1 3/4" NO OVERFLOW. OLEAVRE PLYWOOD COVER INED OFF OF APPROVEDFQ PLACE UNTIL ALL SHOTCRETING IS COMPLETE^`'"" . .Zoo prar.20 Concrete overflow 17 1.5 MG Capacity GST - Plane DIAMETER OF 110' AND SWD OF 35'-2". (4 REQUIRED) NO SCALE 15 �15 APR 2 3 2004 . SCALE: 3/16" = T-0" NOTE: AREA OF OPENING AND DIMENSIONING TO BE VERIFIED BY TANK MANUFACTURER Conformed D®Clumen� Project Team Date 5/Scale: As Shown z RECLAIMED ECLAIME® WATER Sheet No. Designed by: BMF/MLC 03 mPlanners Water Landscape Architects GROUND ST®QAGE TAN( Drawn by Rod Butcher 5/03 Date: May, 2003 Surveyors System - Phase Ili ConstructionManagenent David A. Gierach Checked by: Ben Fries 5/0Job No. S0627.03 PIIB www.cphc ngince rs. co „, Registration Number: 38642 PLAN I O A a 500 West Fulton 5San/FL JP.O. 8, A, F:mApproved by: David A. Gierach 5/ 3 Fite: RWGST-Plan Pho"«4oz32zt841 Fm48Z330.0639 Cunfc4teafduthori"NonNo.3215 SANFQRp MAIN W P SITE zooa i p g.' 0 M GROUND ST TANK DRAIN CONNECTIO DETAIL 6 15 19 -CPH 3/8" x 3" SS EXPANSION ANCHOR INSECT BARRIER (12 REQ.) 5" 6-0" 28 #4 DOWELS 3'-1" CLEAR 2" IN. 3 #4 HOOPS I ' 2" MIN. DOME @ 6.. �+— CONCRETE CURB o A SECTION \\\2 #4 HOOPS T-0" THIS SIDE TO TOP OF DOME �I �I 7'0" x 7'0" FIBERGLASS COVER 2- 4" x 4" SS HINGES W/4- 1/4" x 1 1/4" SS BOLTS W/LOCKNUTS o I EACH HINGE F- 1/2"x 2" RUBATEX INSECT BARRIER CONTINUOUS / I 3'5" SQ. FIBERGLASS COVER W/ A I u INTEGRALLY MOLDED FIBERGLASS >�< STIFFENERS 3/8" DIAMETER SS LOCKABLE HASP PROTRUDES 3" ABOVE HATCH L a7�7" DIP OUTLET 15 18 No. Date Revision Approved No. Date 2/6/04 Conformed Document DAG A 0 0 Revision AREA OF OPENING 20 SQ. IN. 24/24 MESH SCREEN & NEOPRENE FLAP FIBERGLASS EYELID 2'-0 1/2" COVER COLOR WHITE -- r NOTE: BASE BID SHALL INCLUDE 1.5 MILLION GALLON CAPACITY GROUND STORAGE TANK AS SHOWN ON THESE DRAWINGS. ALTERNATE BID SHALL INCLUDE 2 5 MILLION GALLON CAPACITY TANK WITH A 3" -f DOWELS @ 12" 8" 8 REQ.) 11011 HOOPS 8.6.E 9.6.E 7'6" cain Up F- __j 8" 5D 8" 8" 8" 8. 8,1 6'6" /4 HOOPS 8„ _ Fiberglass Hatch Cover 5 SCALE: 3/8" = 1'-0" 15 15 3 #4 HOOPS AT 4"+/ - REF. ONLY 10 #3 DOWELS v 10" TANK DOME r -------------------------- PRECAST OVERFLOW • 2'6" 2 1/2" #3 DOWEL CAULK ALL AROUND 1 1/4" 24/24 MESH (TYP.) REMOVABLE SCREEN h I I 6 1/2" 2'-1 3/4" NO OVERFLOW. OLEAVRE PLYWOOD COVER INED OFF OF APPROVEDFQ PLACE UNTIL ALL SHOTCRETING IS COMPLETE^`'"" . .Zoo prar.20 Concrete overflow 17 1.5 MG Capacity GST - Plane DIAMETER OF 110' AND SWD OF 35'-2". (4 REQUIRED) NO SCALE 15 �15 APR 2 3 2004 . SCALE: 3/16" = T-0" NOTE: AREA OF OPENING AND DIMENSIONING TO BE VERIFIED BY TANK MANUFACTURER Conformed D®Clumen� Project Team Date 5/Scale: As Shown z RECLAIMED ECLAIME® WATER Sheet No. Designed by: BMF/MLC 03 mPlanners Water Landscape Architects GROUND ST®QAGE TAN( Drawn by Rod Butcher 5/03 Date: May, 2003 Surveyors System - Phase Ili ConstructionManagenent David A. Gierach Checked by: Ben Fries 5/0Job No. S0627.03 PIIB www.cphc ngince rs. co „, Registration Number: 38642 PLAN I O A a 500 West Fulton 5San/FL JP.O. 8, A, F:mApproved by: David A. Gierach 5/ 3 Fite: RWGST-Plan Pho"«4oz32zt841 Fm48Z330.0639 Cunfc4teafduthori"NonNo.3215 SANFQRp MAIN W P SITE zooa EXTERIOR ALUMINUM $ WITH SAFETY CAGE Ar DETACHABLE 10' BOT/ 1516 INTERCHANGEABLE W TANKS nnrr+nc+-r nr,r.1r.nrTE . @ 90° v N 24/24 MESH SCREEN 47 FASTEN W/GLUE C�. 2#4 HOOPS 10 SCREENED OPENINGS 17' HIGH X 1'1 1/2" WIDE RIMS LAMINATED TO HEAD CONTINUOUSLY 2" .;J I 18#4 RADIALS 4" 6" 1 SS HOIST HOOK (4 REQ. AT 90°) 50" DIAMETER OPENING BOTTOM COVERED WITH 24/24 MESH REMOVABLE SCREEN 50" F Date Revision 2/6/041 Conformed Document Pass V NO SCALE 1/4" x 2 1/4" SS EXPANSION BOLT W/ WASHER (6 REQ.) - CAULK ALL AROUND CONCRETE CURB Revision NO SCALE 344 A SIDE OF MANHOLE _III I I l ^ I—I-� OF MANHOLE AND ACROSS AND ACROSS TOP (12 REQ. 6'6" LONC (6 REQ. 8'6" LONG) OUTSIDE PER NOT MAF ARI OPE 1'5" 316 1/2"± OU" VEF PRE CO' PRE 12" 3 112" 3" TS SA ALIGN RUNG TOP O DOME TOOLE JOINT 1" DIA. LADDE 1 1/2" SHOT( BOSS 1 1/2" 1 LADDE RAIL FRONT VIEW 3/8" x 4" BRACE i FIELD DRILL LADDER RISER ONLY 5/16" HOLE - ADJUSTABLE LADDER AND WALL BRACKET (8 PAIR REQ.) GRAB BAR "^^KING PL. (2 REQ.) K3"SSHHMB SIDE VIEW FRONT VIEW NOTE: 1/4" X 2" FLAT BAR FIBERGLASS CROSS -BRACE TO BE PROVIDED FOR BRACING WALL BRACKET SUPPORTS ON EVERY BRACKET. Interior Fiberglass Ladder with TS Safety Rail o,0 10 NO SCALE 16 1 (2) 1/2" x 2-1/4" LG. SS HEX HEAD BOLT" AFTER INSTALLATION FIELD DRILL NO. 46 ADJ. FLANGES AND INSERT 5/16" x 2" -LONG 304 SS DOWEL PIN, TYP. — i NEOPRENE PAD NO. 46 ADJUSTABLE FLANGE (2 REQ.) 1/2" x 2 3/4" SS 1" DIAMETER EXPANSION ANCHOR LADDER RINGS (4 REQ.) zz —TOOLED JOINT ~'x-1/2" x 2 3/4" Ld SS EXPANSION w ANCHOR (20 REQ.) Q LADDER AND WALL BRACKET (5 PAIR REQ.) 1/4" CURB �CKET (2 REQ.) x 2 1/4" SS ANSION ANCHOR ERSIDE OF 1E IA. SOLID FG BAR JG. BOND WITH EPDXY x 2" SQ. FG 3E RISER x 2 1/4" SS 'ANSION ANCHOR SAFETY RAIL DN SCHEDULE PROVIDED BY TANK =ACTURER I I �2'/" 1 5/8" HOLES PLATE AND GUSSETS 1" DIA. LEG x 2' LG. 1-1/2" DIA. SLEEVE x 1' LG. 1 -6 9 LADDER AND WALL NEOPRENE PADS o BRACKET (1 PAIR TYPICAL AT ALL REQ') BRACKETS I EOPRENEPADS 1 1/2" DIA. 1 "0 TIYPICAL AT ALL 8" MIN. LADDER I BRACKETS RAIL EL. FIN. GR. 58.5 @ EXTERIOR LADDER DIMENSION SCHEDULE A * D . Reclaimed Water Augmentation System Phase IIB B Eit eers planners ® Landscape Architects Surveyors ConstructionMaratgement www . c F h e n g i n e e r s. c a m 5500 West Fulton Slr"t, Sanford, FL 32771 P.U. Box 28011, Sanford, FL 32772-2808 Phonc 407.322.684L Fa OZ330.0639 Cu6firatcafnulhorizatlon No.3215 Drawn by: Rod Butcher 5/03 Date: May, 2003 C Checked by: Ying Lee/Ben Fries 5/03 Job No. S0627.03 PIIS C 1 T Y O F A N O Q Approved by: David A. Gierach 5/03 File: RWGST-Elevation 8" MIN. n DETACHABLE SECTION FRONT VIEW SIDE VIEW 1"a NOTES: 1. ALL TUBULAR MATERIAL TO BE NOMINAL DIAMETER SCHEDULE 40 ALUMINUM PIPE 6061-T6 OR 6063-T6. 2. PLATES AND GUSSETS TO BE STRUCTURAL GRADE ALUMINUM 6061-T6. * TO BE PROVIDED BY TANK MANUFACTURER APPROVED Exterior Aluminum r,"fig s , t Ladder with Detachable 10 Bottom Section r8 NO SCALE �11 Designed by: Project Team BMF/MLC Date 5/03 scale: As Shown . Reclaimed Water Augmentation System Phase IIB Eit eers planners ® Landscape Architects Surveyors ConstructionMaratgement www . c F h e n g i n e e r s. c a m 5500 West Fulton Slr"t, Sanford, FL 32771 P.U. Box 28011, Sanford, FL 32772-2808 Phonc 407.322.684L Fa OZ330.0639 Cu6firatcafnulhorizatlon No.3215 Drawn by: Rod Butcher 5/03 Date: May, 2003 David A. Gierach Registration Number: 38642 Checked by: Ying Lee/Ben Fries 5/03 Job No. S0627.03 PIIS C 1 T Y O F A N O Q Approved by: David A. Gierach 5/03 File: RWGST-Elevation APR 2 3 2004 Conformed Document RECLAIMED WATER Sheet No. GROUND STORAGE TANK ELEVATION SANF'ORD MAIN WTP SITE o� DOME SHELL THICKNESS: 3" AT 4'-0" FROM WALL 1 1/2 -SB -1 WIRE BAR SUPPORTS ALL AROUND AT 5' FROM DOME EDGE TO SUPPORT RESTEEL FIELD BEND OUTSIDE VERTICAL RESTEEL TO PROVIDE 1" MINIMUM AND 2" MAXIMUM COVER EL. TOW 89.58 (1.5 MG) N Alk EL. TOW 93.17 (2.5 MG) TOP OF STEEL 0 N 7••••; -4x4 W3.0 x W3.0 WELDED WIRE FABRIC EXTENDED OVER DIAPHRAGM TO WITHIN 1 1/2" OF DOME EDGE 444 CIRCUMFERENTIAL BARS AT 6" SHELL DIAPHRAGM 711 � • '• SPRINGLINE3. #3 AT 41 "± ]2'0. LIMIT OF DOME BAND PRESTRESSING WIRES 644 CIRCUMFERENTIAL BARS (3 OUTSIDE, 3 INSIDE) 2 1/4" MIN. NOTES: 1. SEAL DOME RIB BRACKET ANCHORS WITH "THORITE" 2. SANDBLAST TOP OF CORE WALL AND OUTSIDE VERTICAL RESTEEL 2 1/4" IMMEDIATELY PRIOR TO CASTING DOME COAT WITH BONDING EPDXY (580) CORE WALL = 3 1/2" AT TOP OF WALL CONTINUOUS SHEETS OF 26 GAUGE STEEL DOME RINGTETAIL SHELL DIAPHRAGM. NO HORIZONTAL JOINTS. DOME RING ETAIL SHOOT MIN, OF 1" COVER COAT OVER 40 01 1" COVER OVER DIAPHRAGM PRESTRESSING WIRES RIPPLE PATTERN ACCEPTABLE PRESTRESSING WIRES Of90'-0" ID (1.5 MG) 110'-0" ID (2.5 MG) HORIZONTAL CIRCUMFERENTIAL RESTEEL BOTTOM T OF WALL VERTICAL DIAPHRAGM JOINTS ARE SEALED WATERTIGHT BY EPDXY INJECTION USING PRESSURE PUMPING FROM BOTTOM TO TOP OF WALL AFTER SHOTCRETE ENCASEMENT INSIDE & OUTSIDE (U.S. PATENT 5,150,551) OUTSIDE VERTICAL RESTEEL: #5 @ 10" -<��l INSIDE VERTICAL RESTEEL: #4 @ 12" SHOOT MIN. 1/8" COVER BETWEEN ALTERNATE 14'-0" & 12'-0" LONG BARS, VERTICAL BARS & PRESTRESSING WIRES HELD IN PLACE WITH SPECIAL CLIP AND BETWEEN EACH LAYER OF PRESTRESSING WIRES HORIZONTAL WALL SECTION 26 GAUGE STEEL SHELL DIAPHRAGM CORE WALL = 8" AT BASE OF WALL INSIDE VERTICAL RESTEEL OUTSIDE PRESTRESS NTGICAL WIRES RESTEEL } � SHOOT MIN. 1" COVER OVER INSIDE r. I- CIRCUMFERENTIAL BARS 945 CIRCUMFERENTIAL BARS IN TWO � LA -4 i /----3-#5 CIRCUMFERENTIAL (INSIDE) LAYERS AT 8" (OUTSIDE) - 1" THICK x 10" WIPE R -1800 -FS RUBATEX. FILL ALL JOINTS WITH MASTIC OR CAULKING. SMOOTH TROWEL FINISH UNDER WALL 745 @ 4"± CIRCUMFERENTIALLY LIMIT OF PRESTRESSING WIRES EL. 58.58 #5 RADIAL BARS 8" OC X 1'-9" 5 1/4-CHCU-3 WIRE BAR SUPPORTS IN TWO RINGS 2 -SBP -3 WIRE BAR SUPPORTS @ 4' c/c JOIN DIAPHRAGM TO TYPE IV BEARSTOP 00 WITH EPDXY (17-17). COAT BOTTOM 6" OF DIAPHRAGM WITH EPDXY (580) 2'-10" 31-0" 41'-0" RADIUS (1.5 MG) 8-#5 CIRCUMFERENTIALLY 51'-0" RADIUS (2.5 MG @6"OC 5-#5 @ 6"± CIRCUMFERENTIALLY FLOOR -WALL DETAIL #4 RADIAL BARS @ 8" OC -IC_ 6 3/4" 6 NOTE: ADJUST LOCATION OF VERTICAL SECTION OF BEARSTOP TO ASSURE HORIZONTAL SECTION LAYS FLAT AND DIAPHRAGM GROOVE IS CORRECTLY LOCATED. Typical Wall Details NOT TO SCALE NOTE: STEEL REINFORCEMENT DESIGN TO BE PER TANK MANUFACTURER. DIMENSIONS, SIZE & QUANTITY OF STRUCTURAL COMPONENTS MAY VARY FROM VALUES SHOWN. EL. FIN. FL. 58.00 711 @ 41'-0" RADIUS (1.5 MG) 51'-0" RADIUS (2.5 MG) 4" FLOOR STEEL L#4 @ 8"OCEW TRANSITION RESTEEL #4 @ 8" x 13'-0" LONG IN SAME PLANE AS FLOOR STEEL U) z D O d z_ LU U tY O U- 0 0 z w t-- LU 0Y IL Q I= - z 0 a cD lti 0 F- ¢ i= - z D W to U) w rY I -- U) U) w w O 000 U- 0 6 z I 3" CONCRETE DOME WITH 4x4 W3.0 x W3.0 WELDED WIRE FABRIC ON 1 1/2 -SB -1 WIRE BAR SUPPORTS SPACED AT 4' c/c ACCESS HATCH WITH FIBERGLASS COVER 31-611 * -�� EL. HWL 89.58 1,5 MG EL. HWL 93.17 2.5 I SEE DOME RING DETAIL THIS SHEET 26 GAUGE STEEL SHELL DIAPHRAGM SEAL FROM BOTTOM TO TOP BY EPDXY INJECTION PER U.S. PATENT NO. 5,150,551. NO HORIZONTAL JOINTS ALLOWED. 1" COVER OVER STEEL DIAPHRAGM PRESTRESSED COMPOSITE WALL: * STEEL SHELL/SHOTCRETE CONSTRUCTION 90'-0" INSIDE DIAMETER 0.5 MG 110'-0" INSIDE DIAMETER (2.5 MG) SOFT BROOM FINISH INSIDE AND OUTSIDE, RIPPLE PATTERN ACCEPTABLE INSIDE SEE HORIZONTAL WALL SECTION THIS SHEET CORE WALL TAPERS FROM BOTTOM TO TOP * EL. 61.83 SS WALL MANHOLE * SEE FLOOR WALL o * _ DETAIL THIS SHEET c� I I EL. FIN. FL. 58.00 * I 4" CONCRETE FLOOR WITH #4 @ 8" EACH WAY. SOFT BROOM FINISH. * VALUES TO BE DETERMINED BY TANK MANUFACTURER Prestressing Schedule NOT TO SCALE No. Date Revision Approved No. Date Revision Approved Pro ect Team Date Engineers Scale: As Shown Reclaimed Water Landscape 2/6/04 Conformed Document DAG � Designed by: BMF/MLC 6/03 � ® Surveyors cArcltitects 0 Q Drawn by:, Rod Butcher 6/03 Date: June, 2003 ® ConstructionMmmgemertt Checked by: Ben Fries 6/03 Job No. S0627.03 PIIB Augmentation System Phase IIS www . c It It e n g i n e e r s . c a rn QQ 500 Weal Fulton Str¢ , Sanford, Fl. 32771 P.O. Box 2808, Sanford, Fl. 32777,2808 0 ® Approved by David A. Glerach 6/03 File; RWGST-StructDet c T Y o F s P. N F CJ F2 [? PhonrA07.322,6841 F=407.330,0639 Cutificate o/Author zatbn No. 3215 a D ETA 3/32 CO/ SP STE GUI FIB! FLC D ET/ 4" x 2 1/4" SS EXPANSION ANCHOR :T "ZERO MARK EVEN WITH TOP OF WALL BERGLASS BOARD WHITE WITH 4" BLACK UMERALS WITH 2' GRADUATIONS CALIBRATED U A DEPTH 31' FOR 1.5 MG TANK AND 34' UR 2.5 MG TANK ED FIBERGLASS TARGET 1/2" BOSS x 1'0" WIDE, HALF HEIGHT OF WALL 1"SQUARE FIBERGLASS TUBE - �- 3/32" NYLON COATED SS CABLE GUIDE TILLER CLAMP 2 #4 HOOPS - SS THIMBLE 1"x 1" SS ANGLE 1/4" x 2 1/4" SS EXPANSION ANCHOR PRECAST ,a v .',q CONCRETE CURB SETTOP `� s • ' ' b, A. LEVEL DETAIL "B" TYPICAL TOP AND BOTTOM 1/4" x 13/4" SS HHMB 8" FIBERGLASS CAP WITH CAULK M J • of '�ro DETAIL "All Fiberglass Liquid Level Indicator David A. Glerach Registration Number: 38642 NO TO SCALE APPROVED.. F.0 C O , F �1w1 •N. ' T APR 2 3 2004 • Conformed Document RECLAIMED WATER Sheet No. GROUND STORAGE TANK STRUCTURAL DETAILS 1 17 SANFORD MAIN WTP SITE 02M 16" D.I.P. 900 BEND FLG. x FLG. 5'-0" PIPE SUPPORTS PER TANK MANUFACTURER _ _ EL. 87.58 1.5 MG TANK F EL. 91.17 (2.5 MG TANK) 16" D.I.P. 90° BEND I FLG, x FLG. RADIUS 1 i ADD AN EXTRA MAT OF RESTEEL IN SAME PLANE AS FLOOR STEEL: #4 @ 8" EACH WAY, EXTEND 24" MIN. INTO 4" THICK FLOOR SECTION i EL. FIN. FL. 58.00 ------------------ EL. 57.33 8" MIN. 4" .h....,10 : •.$ .4 S d 611 MIN. ..b a• .a} • a. .� .d •.`. 1 .',,i 21_611 WATERSTOP RING ' w t , d 55.00 70 - - — �---6" MIN. CONCRETE 5 ENCASEMENT 1818 RADIUS TO n END OF ENCASEMENT 4 Date I Revision 2/6/04 1 Conformed Document 16" DIP Inlet SCALE: 1/2" = V-0" 5'-0" FOR 24" DIP SLOT VORTEX PLATE I— X TO FIT OVER PIPE 611 i 1'-6" TYP. SS ANGLE 2 1/2" x 2 1/2" x 1/4" x 6" LG. WITH 1/2" SS CC`'��^�� ANCHORS 58.00 24" DIP RW -1 /4" SS PLATE I" DIP RW -1 Stainless Steel Vortex Raffle NOT TO SCALE proved No.1 Date DAG 0 0 8 Revision 5'-611 61' PRECAST CURB - 2-#3 HOOPS 643 DOWELS 8" PVC PIPE x 1'6" LONG, FL -PE, WITH 244 HOOPS BLIND FLANGE AT 3"± - NOTE: PLACE PIPE PLUMB 8" Dome Probe Curb NOT TO SCALE RADIUS A ADD AN EXTRA MAT OF RESTEEL IN SAME PLANE AS FLOOR STEEL: 4'-0" DIA. c 3" DEEP #4 @ 8" EACH WAY, EXTEND 24" MIN. DISH cUMP INTO 4" THICK FLOOR SECTION i EL. FIN. FL. 58.00 EL. 57.33 8" MIN. 4" 411 �•' .'•w � ° � '°�', •�•�d. � '.�;'• ��'� � t .� � i •�. 611 MIN. w u as .. a..••da. •••yk,.'ds, a. .y• x (y w n VVATERSTOP 11 RING f 2 -6 - - - - AU EL, 55-00 6" MIN. CONCRETE 5 18 18 RADIUS TO ENCASEMENT END OF ENCASEMENT SEE DETAIL FOR CONTINUATION 6 6"'Olp Drain r4 61819 SCALE: 1/2" = V-0" 15 18 RADIOS f SS VORTEX I ADD AN EXTRA MAT OF RESTEEL BAFFLE IN SAME PLANE AS FLOOR STEEL: A #4 @ 8" EACH WAY, EXTEND 24" MIN. 18 18 I INTO 4" THICK FLOOR SECTION i -j [771 611 jjk EL. FIN. FL. 58.00 EL. 57.33 8" MIN. •— —- '— � '41�—•—•—•- 6" MIN. .. WATERSTOP RING w ,. 2,-6„ d ?' ' ' • r n d 54.00 y 41" 6" MIN. CONCRETE 5 ENCASEMENT RADIUS TO A 18 18 END OF ENCASEMENT V PLACE 13'-4" LONG BARS TO 55'-4" RADIUS IN TRANSITION OF FLOOR THICKNESS IN SAME PLANE WITH REGULAR FLOOR REINFORCEMENT. USE #4 @ 8". OMIT AT EXTRA MATS OVER PIPE ENCASEMENTS ZONE1 ONLY ONE REBAR REQUIRED ZONE 2 ONE REBAR REQUIRED EACH WAY 55'-4" 13'4" 42'-0" TYPICAL QUADRANT (D30'-" 1 N NT TANK RADIUS TO TRANSITION IN FL. THICKNESS TANK Transition Resteel Detail NOT TO SCALE NOTE: BAR LENGTHS AND RADIUS WILL VARY WITH TANK SIZE. TANK MANUFACTURER TO PROVIDE ACTUAL DESIGN INFORMATION. TANK WALL 4" FLOOR -] 8" MIN. N I" -f} : 6" MINIMUM CONCRETE ENCASEMENT I I� • 1 I I NOTE: FLARE ENCASEMENT AT TANK WALL TO PREVENT UNDERMINING 2 x D PLAN 2 x D A9kEL. FIN. FL. 58.00 jok EL. 57.33 6" MIN. • 21-6n T ` 6" MIN. ELEVATION cal Pipe Encasement at Wall 5 NOT TO SCALE 18 18 " { KUV ro- C(1 Tall APR 2 3 2004 ' Conformed Document RECLAIMED WATER Sheet No. GROUND STORAGE TANK PIPING DETAILS 1 1149 SANFORD MAIN WTP SITE D2004 24 DIP outlet 3 SCALE: 1/2" = T-0" 15�18 Project Team Date Scale: As Shown Reclaimed Water up .neers Planners Designed by: BMF/MLC 6/03 Landscape Architects Who Drawn by: Rod Butcher 6/03 Date: June, 2003 Augmentation System -Phase IID Surveyors Construction Management David A. Gleraeh Checked by: Ben Fries 6/03 Job No. S0627.03 PIIS www . e p ht a rt g i n c e r s . c o m Registration Number: 38642 Approved by: David A. Gierach 6/03 File: RWGST-PipingDet C I T Y Q F S A N F O R Co 500 West Fulton Sfrat, Sanford, Fl. 32771 P.O. Box 2808, Sanford, F132171-280.8 Phon.90Z=6841 Fa 40ZM.009 catificakofdnthori=1 on rvo. 3tls { KUV ro- C(1 Tall APR 2 3 2004 ' Conformed Document RECLAIMED WATER Sheet No. GROUND STORAGE TANK PIPING DETAILS 1 1149 SANFORD MAIN WTP SITE D2004