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1201 W Seminole Blvd - BC01-000137 (SANFORD RECLAIMED WATER - PHASE ONE) (A)SUBDIVISION: ZONE DATE UPERMIT' # LOT NO. 1 -) - ) –cl CONTRACTOR 1�71 bo/ 13 L 0 C K: C., (DA e, JOB L ADDRESS SECTION: -? COST PHONE # 'D (2 SQUARE FEET: LOCATION od FEE MODEL: OWNER _JC; STATE NO. OCCUPANCY CLASS: ADDRESS (6 0 PHONE# INSPECTIONS TYPE DATE OK REJECT BY PLUMBING CONTRACTOR.IT(3 a —cr- L FEE$ ADDRESS —7 PHONE# LIT] Di 1 �R ELECTRICAL CONTRACTOR (�Sly j PEE $ ADDRESS PHONE # MECHANICAL CONTRACTOR FEE $ ADDRESS PHONE# MISCELLANEOUS CONTRACTOR FEE ENERGY SECT. EPI: ADDRESS SEPTIC TANK PERMIT NO. SOIL TEST REQUIREMENTS FINISHED FLOOR ELEVATION REQUIREMENTS CERTIFICATE OF OCCUPANCY ARCHITECTURAL APPROVAL DATE: ISSUED # DATE: FINAL DATE r I I AUC;AUGMENTATIONSYSTEAq -PHASE 1 L3 CITY OFFICIALS MAYOR Larry Dale COMMISSIONERS District 1: Brady Lessard District 2. Velma Williams District 3: A.A. "Mac" McClanahan District 4: Herbert "Whitey" Eckstein CITY MANAGER Anthony VanDerworp DIRECTOR OF UTILITIES Paul Moore, P.E. UTILITIES SUPERINTENDENT Jim Cohen 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) 564-3141 ' Attn: Steve Bailey, Project Manager SURVEY TINKLEPAUGH SURVEYING SURVICES, INC. 379 West Michigan Street Suite 208 Orlando, FL 32806 Phone (407) 422-0957 Attn: Gerald Livernoise, P.L.S. GEOTECHNICAL UNIVERSAL ENGINEERING SCIENCES, INC. 3532 Maggie Boulevard Orlando, FL 32811 Phone (407) 423-0504 Attn: R. Kenneth Derick, P.E.. SEP 0 8 2000 L VICINITY MAP w Lake Monroe S.R. 46 \� Sanford North Water Reclamation Facility 1,4 C . rm a a Tr F IIIN 4.0 State Rd 46 Orlando - Sanford Airport a a - a CM9o m I T a Airport Blvd. Z 0) Marquette Avenue A r E. Lake Mary Blvd. y, Lake Mary Blvd. J coo I Lake Jesup GENERAL PIPING SYMBOLS :. (- -------.-------- STANDARD ABBREVIATIONS AL. Or ALUM. ALUMINUM MAX. MAXIMUM ASPH. ASPHALT MANF. MANUFACTURER BLDG. BUILDING MAT. MATERIAL BT BURIED TELEPHONE NG NATURAL GRADE BM BENCH MARK NPL NON -POTABLE WATER Ba.V. BALL VALVE NWL NORMAL WATER LEVEL B.V. BUTTERFLY VALVE NTS NOT TO SCALE CIP orCCI CAST IRON PIPEI OC ON CENTER CONC. CONCRETE OH. E. OVERHEAD ELECTRIC CONT. CONTINUED PL. PLATE CMU CONCRETE MASONRY UNIT PW POTABLE WATER CONST. CONSTRUCTION S PUMP STATION C.V. CHECK VALVE PROP. PROPOSED DIP or DI DUCTILE IRON PIPE PVMT. PAVEMENT DIA. DIAMETER PP POWER POLE DOT DEPT. OF TRANSPORTATION PT PRESSURE TREATED DR. or DW. DRIVE OR DRIVEWAY P.V. PLUG VALVE EQUIP. EQUIPMENT PVC POLYVINYL CHLORIDE ED EQUIPMENT DRAIN PAV. PAVING ESM'T EASEMENT PE PLAIN END EFF. EFFLUENT RCP REINFORCED CONCRETE PIPE EXP. EXPANSION RW REUSE WATER ELEV. or EL. ELEVATION RT. RIGHT EXIST. EXISTING R RADIUS ELEC. ELECTRICAL RED. REDUCER EF EACH FACE REINF. REINFORCED EXT. EXTENDED REQ'D REQUIRED EW EACH WAY R/W RIGHT-OF-WAY FD FLOOR DRAIN STA. STATION FM FORCE MAIN SPEC. SPECIFICATION FLG. FLANGED SW (S/W) SIDEWALK FLEX. FLEXIBLE SWD SIDE WATER DEPTH GM GAS MAIN SQ. SQUARE GPM GALLONS PER MINUTE SS STAINLESS STEEL GS GALVANIZED STEEL STN. STL. STAINLESS STEEL GSP GALVANIZED STEEL PIPE SAN. SANITARY GALV. GALVANIZED T TELEPHONE CABLE G.V. 'GATE VALVE TBM TEMPORARY BENCHMARK HB HOSE BIBB TOF TOP OF FLOOR HORIZ. HORIZONTAL TYP. TYPICAL HP HIGH PRESSURE TRANS. TRANSFORMER HPAC HIGH PRESSURE AIR COPPER UE UNDERGROUND ELECTRIC HPAG HIGH PRESSURE AIR GALVANIZED UG UNDERGROUND flWL HIGH WATER LEVEL UT UNDERGROUND TELEPHONE I -P. IRON PIPE VCP VITRIFIED CLAY PIPE INF. INFLUENT VERT. VERTICAL INV. INVERT W.L. WATER LINE ID INDENTIFICATION WM WATER MAIN GENERAL PIPING SYMBOLS :. (- -------.-------- EXISTING PIPE (EXPOSED) ---------------� — EXISTING PIPE (HIDDEN) PROPOSED PIPE (EXPOSED) PROPOSED PIPE (HIDDEN) jin fI ---- MECHANICAL JOINT In III ii FLANGED JOINT _-_ FLEXIBLE COUPLING WITH THRUST TIES -- —� FLANGED COUPLING ADAPTER FLEXIBLE COUPLING a ELBOW UP (FLANGED) ELBOW DOWN (FLANGED) CONCENTRIC REDUCER (FLANGED) a ECCENTRIC REDUCER (FLANGED) TEE DOWN (FLANGED) TEE UP (FLANGED) UNION Ul BLIND FLANGE �--- CAP OR PLUG (MECHANICAL) —� PRESSURE GAUGE LOCATIONS INDEX OF SHEETS 1. COVER SHEET 2. INDEX OF SHEETS, STANDARD ABBREVIATIONS, SYMBOLS L: 3. SURVEY 4. SITE DIMENSION PLAN, SITE GRADING PLAN, AND TREE REMOVAL PLAN 5. COMPOSITE UTILITY PLAN 6. PLAN AND PROFILE SHEET it 7. TERTIARY FILTRATION AND CHEMICAL EQUIPMENT BUILDING FLOOR PLAN & ELEVATIONS 8. TERTIARY FILTRATION AND CHEMICAL EQUIPMENT BUILDING SECTIONS AND DETAILS 9. TERTIARY FILTRATION SYSTEM MECHANICAL PLAN AND DETAILS 10. TERTIARY FILTRATION SYSTEM MECHANICAL PLAN AND DETAILS 11. TERTIARY FILTRATION SYSTEM STRUCTURAL PLAN AND DETAILS 12. TERTIARY FILTRATION SYSTEM MECHANICAL PLAN AND DETAILS 13. STAIRS AND HANDRAILS - SECTIONS AND DETAILS 14. NON-IONIC POLYMER FEED SYSTEM DETAILS 15. MISCELLANEOUS DETAILS 16. MISCELLANEOUS DETAILS 17. MISCELLANEOUS DETAILS ELECTRICAL E-1. ELECTRICAL SITE PLAN E-2. TERTIARY FILTRATION SYSTEM VALVE SYMBOLS � ELECTRICAL & BUILDING PLANS E-3. ELECTRICAL DETAILS AND SCHEDULES GATE VALVE I I H-1. TERTIARY FILTRATION SYSTEM BALL oRGLOBE VALVE ELECTRICAL PLANS AND DETAILS 1-1. NETWORK RISER DIAGRAM "THIS IS TO CERTIFY THAT THE DESIGN REFLECTED IN SHEET NO. - THE PLANS AND SPECIFICATIONS REPRESENT SOUND ENGINEERING PRINCIPLES AND IS CONSISTENT WITH THE APPLICABLE REQUIREMENTS OF THE FLORIDA O A ADMINISTRATIVE CODE." ,.• xitis :742fllvrca, 1-1011-laa 4, -1 Phone(407)322-6841 Fax(407)330-0639 www.cphengineers.com INDEX OF Q.TANDARD ABBREVIATIONS,SYMBOLS SANFORD RECLAIMED WATER AUGMENTATION SYSTEM - PHASE I CITY OF SANFORD SEP 0 8 2000 41 7 i " 4 L:.. a LEEN'® " TREE -LEGEND ® POWER ,TRANSFORMER cv � GA`' � VALVE , SIGN MARSH MYRTLE CHINA BERRY v FIRE HYDRANT T -- BURIED TELEPHONE LINES PINE - PALMETTO PECAN ), LIGHT POLE CATCH BASIN = c = — 'p ;=' BURIED TELEVISION CABLE BURIED POWER CABLES OAK K CYPRESS MP CAMPHOR �. BURIED, CAS LINE 1� BAY CITRUS EAR Dd WATER 'VALVE — .w — WATER LINE MAPLE. PALM UNKNOWN TREE DRAINAGE MANHOLE SANT I'ARY—STORM SEWER LINE MAGNOLIA CHERRY GONG CONCRETE ` "MANHOLE 'BOOK O.R.B. OFFICIAL RECORD QS SANITARY MANHOLE PG. PAGE — oHw =''•OVERHEAD UTILITY WIRES p TSB TRAFFIC SIGNAL BOX ® OBSERVATION WELL (C) /CALL CALCULATED TT TELEPHONE MANHOLE (M) /MEAS. MEASURED OTR TELEPHONE RISER (P) / PLAT PLAT DIMENSION I. ®EB ' POWER RISER (D)'/ DESC. DESCRIPTION DIMENSION ❑CR CABLE RISER ' , ' L ARC LENGTH 1 OWIM . WATER METER r L OMB MAIL BOX R - RADIUS A SSCV SPRINKLER CONYROL' VALVE CH CHORD 7 GUY WIRE 0 DELTA ' WOOD POWER POLE PC POINT OF CURVATURE ;4('UF (UNDERGROUND` FEED) PCC POINT OF COMPOUND WOOD POWER 'POLE CURVATURE f�CPP CONCRETE :POWER POLE PT POINT OF TANGENCY PRC POINT OF, REVERSE CURVATURE SITE BENCHMARK BOX CUT ON TOP OF WALL ' ELEVATION = 19.62' TOP OF WALL - 16.57' WATERSURFACE ELEVATION2.$815.27' OF SITE BENCHMARK BOX CUT ON TOP OF WALL ELEVATION = 18.4)' - WATER SURFAPE ELEVATION 14.97' BOTTOM OF JHANNEL = 9.00' SPG O� —� C-) • ln - Mrr : r , • , i t 0_1w� _ PIPING LEGEND \\\ � FEPIANLINKCE QA EXISTING 8" D.I.P. RECLAIMED WATER MAIN \\` --------- OB --- O EXISTING 8" D.I.P., DRAIN LINE 4 l C EXISTING 6 D.I.P: CCC DRAIN LINE \ Yry� p REUSE 'NAT ER O EXISTING 1-1/2" PVC RECLAIMED WATER LINE \\\ PASTER VAULT"S E EXISTING 30" D.I.P.\ �` �� I � PROPOSED TERTIARY INN \ \ 1 2 24 3 24 25 FILTRATION SYSTEM. QF EXISTING 30 BUTTERFLY VALVE \ © EXISTING 36" TEE (CONTRACTOR TO ROTATE TO POSITION SHOW`t) 0 EXISTING 36" x 30" REDUCER \\ Q EXISTING 36" D.I.P. JQ EXISTING 36" BUTTERFLY VALVE \� / QK EXISTING 30" x 24" REDUCER O EXISTING 24" D.I.P. \\ / 0 EXISTING 24" BUTTERFLY VALVE' \� QN EXISTING 1"" PVC POTABLE WATER LINEho 1Q PROPOSED 42" D.I.P. 0 PROPOSED 6" PVC DRAIN LINE TO PUMP OUT ` CONNECTION AT LIFT STATION Q PROPOSED 3" DRAIN LINE (D.I.P.) W/ 3" PLUG VALVE Qs DRAIN LINE PROPOSED 8"'P.V.C. REJECTCHLORINE CONTACT Q PROPOSED 36 BUTTERFLY VALVE CHAMBER © PROPOSED 36" 450 BEND 7Q PROPOSED 36`' D.I.P. ® PROPOSED 36" x 30" REDUCER � � 1 26 1 3 - � 3 � I t SHRUBS —© I IAF= POSED ECLAI I I II \ YF'LTERM I, �-�\ �I I I \ <v j QA �' FUTURE I I \\G EXISTING I PHASE II ATER I II II� A PING I NON-IONIC POLYMER r ----STORM IN ET VE I I I I I I INJECTION POINT, 3/4" �t' FLGWLIN 1.00'BELO'rr LL —ii -J_I TAPPING SADDLE VALVE ' TOP OFG ATE Ra CHECK VALVE VAULT I _ 14 SEE SHEET 17 FOR O IL 1 I I 16 FLOW METER VAULT "I ING C'0 I 6 I _� 1 _ 11 15' S' 19 SEE SHEET 17 FOR DETAILS. I Al r. IENTA- ,- _ .. . •a 13 28 12 15 11 I _ -.•.- . - �.- .. ... -„,-f. ALUM INJECTION POINT, !L Tj 5\` 'ELECT 1/2”TAPPING SAD.AF A - C'- `>.: CHEMICAL \ . 9 ''PROP03ED 30" BUTTERFLY VALVE -`--� -- xr -- i x it G BOX - FEED AND 27 17 FLOWLINLEL I. _ COMPRESSER \, — FLOW LINE 0.85'BELOW ' I <? ? STORAGE Q AIR M --�J TOP OF GRATE ISI I , : ' _.. �,,,� x x i �-- \ .. -: ..:•:..... ROOM S rE ROOM 10 PROPOSED 30' TEE s:;> Q SInt-15+ _ _ _ _ _ -" �_ _ - _ _ _ ELECTRICAL, BOXEL 11 '�M4, / / / - ALUM 20 ^D 20 w.i ..... :.:1::,;.'Y•'',: .f.� •r' •r. ' �::3-�•�•1_:.}. _ 11 PROPOSED 18 D.I.P. .rr sr0RAGE -- - I ____ __ ......a. ;..,.•.,:;.,:,.,..... / TR rTUR 1 i I `' ''" " RELOCATE EXISTING ELECTRICAL WIRING 5 U. E 1 ::::::::• ,o T 7 :::::::::::::::::::..,• F BELO ROPOSED BUILDING. \ 12 PROPOSED 18 BUTTERFLY VALVE "°�.., / J,1_ CONTRACTOR O I ,; ir.x;� ;;.,,-; ;.,::-„;:;;• FROM BELOW'PROPOSED Q 'Wyy }a, 1'vK;• ,: ,. •. :': tr :v, :.i•i ::'.'. • aa, '.: r \ 13 PROPOSED )8” 45° BEND RELOCATE EX TIN I r. ,' ':, .>': 1•'. \ / I BUTTERFLT�%�iEVrl 8' mm• EMERGENCY EYE WASH & SHOWER `\ OHW ' 14 PROPOSED 18" 90° BEND ' �""" / )) ,j LOCATION SHOWN. QA --i I 9 10 22 30 \ .w 15 PROPOSED 18" TEE / _ _I_(I 16 PROPOSED 18" CHECK VALVE' E F H G H F 17 PROPOSED 2 STAINLESS STEEL AIR LINE _ _ _ __ _ / _ _ �_ _ _ _ _ _ _ _ "^�„, _ _ _ _ I I CORPORATION STOP. D \\ __-_-_--__-_ 2'! ' i _ _ _ I � j 1 TAPPING SADDLE AN J • 18 PROPOSED 18 FLEX PIPE / �� _ _ __ - - _ Q // x-+ --- +�� ----- --------T- --} ---- -_ _ __------__-_•--__-_------------- � or 19 :PROPOSED 18" FLOW METER---___..__.___.�,___...___=_.�......r__-_--:._._ J--- M) �. I / ✓ _ -r1 vP�)__------=-----r------------------- 20 :PROPOSED 1" P.V.C. ALUM FEED LINE I / //�--_----+.x I I �+ F I / LIFT STATION 21 PROPOSED 8" PLUG FOR FUTURE EXTENSION. I // ---._ \ I I I I - I I • / /--'---...._,_„•-BO'rfOhl ELEVATION ,= •"�:,,, / I I I EXISTING EDGE ' ..,'••.. (BELOW TUP OF VAULT ' 22 PROPOSED 30" CUT -IN SLEEVE I /// `\ I I I I NW INVERT =•6.84''(BELOIN ` I I I I OFPAVEME G \ I I I I TOP OF VAULT I I 23 PROPOSED 4" REJECT LINE (D.I.P.) W/ I // / ---- �. \\ I I OTHER INVERTS INACCESSIBLE 4 PLUG VALVE , 24 PROPOSED 6" x 3" TEE, M.J., D.I. // I /// \ I I A I I j 25 PROPOSED 6" PLUG FOR FUTURE EXTE. ION / I: }�/ I I I I 26 PROPOSED 8" x 4" TEE, M.J., D.I. (TYP. / j I I I I I I t 1 I I N FINAL CLARIFICATION TANK I FINAL CLARIFICATION TANK I FINAL CLARIFICATION TANK f -Q M I I 27 ...'PROPOSED 1/2" PVC ALUM FEED LIN � 28 PROPOSED 3/4" PVC POLYMER FEE, LINE, I • I I M 29 PROPOSED 1" SCH. 80 PVC RECLAI DW ER LINE 30 PROPOSED 1" SCH. 80 PVC POTABL WAT R LINE *, I ,ALL FITTINGS TO BE DUCTILE I , IRON AND RESTRAINED JOINT ` UNLESS -OTHERWISE NOTED. 'I ACTIVITY NAME DA Sanford Office TE Drawing scale: POST OFFICE BOX 2808 500 WEST FVLTON STREET g i — SANFORD, FLORIDA 32772-2808 Drawn by: Rod ROd BUt her 11/99 Date:: November, 19 .99 TELEPHONE: (407) 322-6841 Y 9 (407) 831-5717 ' E-MAIL: CPHSANF@MA-5717 i.NET Checked by: Fries/GleraCh 11/99 ,Job No.: $0627.01 „- FAX: (407) 330-0639 Date To For Approved by: David A: Gier'ach 11/99 1 1/00 REVISED PER ADDENDUM NO. 3 DAG Plot"scale: 1:20 Visit our web site at: ©19y� wwicc hen ineerscoin Project Control Re istration` No. 38642 No. Date Revision A roved Cadd file: CUP p 9 _ 1 9 PP . r Q 8 • a i 1 ... a ...k �:. "„ i r �. ..: ,' .5.. .. '�.' ,:...r... :- ::..✓n �: ... ":' ..: :.. n ,r -..:. a :.•'.,. .. 1, .. , :.. ,. . r..... .. . i i .. .... _ - .. ... : r.. •: .. -... .. :, . .:.. .. '. 1'" , .� a '. (: .. ,. .... , �.. � � .,, ... W / .uw. ,H.t r.A:'•� x. I�. ...., .. .. ... r t , . r - � :- I I .i.i r .. � y f, y .. m. � �.,, .. .r :a. ,.. ."� .wVWKri:.,awdS•,,.n.. ... mrt ,Y ... .. 4 ? a„,r. .t 1�h,1' � M .. ,fry P O CONNECT O 1" SCH. 8 U > w Z WATER LI E 2 a 0 WASH ST I co 8" D.I.P R d =g0 LINE WIT 1' au�i Q U) SADDLE 00 Z w LU Z � u.' U U)� t-cnQ WOU U) a z W w a ROTATE E I w o o- v 36 TEE T O TION SHO N - ERTIAR' FILTER CELLS � � 1 26 1 3 - � 3 � I t SHRUBS —© I IAF= POSED ECLAI I I II \ YF'LTERM I, �-�\ �I I I \ <v j QA �' FUTURE I I \\G EXISTING I PHASE II ATER I II II� A PING I NON-IONIC POLYMER r ----STORM IN ET VE I I I I I I INJECTION POINT, 3/4" �t' FLGWLIN 1.00'BELO'rr LL —ii -J_I TAPPING SADDLE VALVE ' TOP OFG ATE Ra CHECK VALVE VAULT I _ 14 SEE SHEET 17 FOR O IL 1 I I 16 FLOW METER VAULT "I ING C'0 I 6 I _� 1 _ 11 15' S' 19 SEE SHEET 17 FOR DETAILS. I Al r. IENTA- ,- _ .. . •a 13 28 12 15 11 I _ -.•.- . - �.- .. ... -„,-f. ALUM INJECTION POINT, !L Tj 5\` 'ELECT 1/2”TAPPING SAD.AF A - C'- `>.: CHEMICAL \ . 9 ''PROP03ED 30" BUTTERFLY VALVE -`--� -- xr -- i x it G BOX - FEED AND 27 17 FLOWLINLEL I. _ COMPRESSER \, — FLOW LINE 0.85'BELOW ' I <? ? STORAGE Q AIR M --�J TOP OF GRATE ISI I , : ' _.. �,,,� x x i �-- \ .. -: ..:•:..... ROOM S rE ROOM 10 PROPOSED 30' TEE s:;> Q SInt-15+ _ _ _ _ _ -" �_ _ - _ _ _ ELECTRICAL, BOXEL 11 '�M4, / / / - ALUM 20 ^D 20 w.i ..... :.:1::,;.'Y•'',: .f.� •r' •r. ' �::3-�•�•1_:.}. _ 11 PROPOSED 18 D.I.P. .rr sr0RAGE -- - I ____ __ ......a. ;..,.•.,:;.,:,.,..... / TR rTUR 1 i I `' ''" " RELOCATE EXISTING ELECTRICAL WIRING 5 U. E 1 ::::::::• ,o T 7 :::::::::::::::::::..,• F BELO ROPOSED BUILDING. \ 12 PROPOSED 18 BUTTERFLY VALVE "°�.., / J,1_ CONTRACTOR O I ,; ir.x;� ;;.,,-; ;.,::-„;:;;• FROM BELOW'PROPOSED Q 'Wyy }a, 1'vK;• ,: ,. •. :': tr :v, :.i•i ::'.'. • aa, '.: r \ 13 PROPOSED )8” 45° BEND RELOCATE EX TIN I r. ,' ':, .>': 1•'. \ / I BUTTERFLT�%�iEVrl 8' mm• EMERGENCY EYE WASH & SHOWER `\ OHW ' 14 PROPOSED 18" 90° BEND ' �""" / )) ,j LOCATION SHOWN. QA --i I 9 10 22 30 \ .w 15 PROPOSED 18" TEE / _ _I_(I 16 PROPOSED 18" CHECK VALVE' E F H G H F 17 PROPOSED 2 STAINLESS STEEL AIR LINE _ _ _ __ _ / _ _ �_ _ _ _ _ _ _ _ "^�„, _ _ _ _ I I CORPORATION STOP. D \\ __-_-_--__-_ 2'! ' i _ _ _ I � j 1 TAPPING SADDLE AN J • 18 PROPOSED 18 FLEX PIPE / �� _ _ __ - - _ Q // x-+ --- +�� ----- --------T- --} ---- -_ _ __------__-_•--__-_------------- � or 19 :PROPOSED 18" FLOW METER---___..__.___.�,___...___=_.�......r__-_--:._._ J--- M) �. I / ✓ _ -r1 vP�)__------=-----r------------------- 20 :PROPOSED 1" P.V.C. ALUM FEED LINE I / //�--_----+.x I I �+ F I / LIFT STATION 21 PROPOSED 8" PLUG FOR FUTURE EXTENSION. I // ---._ \ I I I I - I I • / /--'---...._,_„•-BO'rfOhl ELEVATION ,= •"�:,,, / I I I EXISTING EDGE ' ..,'••.. (BELOW TUP OF VAULT ' 22 PROPOSED 30" CUT -IN SLEEVE I /// `\ I I I I NW INVERT =•6.84''(BELOIN ` I I I I OFPAVEME G \ I I I I TOP OF VAULT I I 23 PROPOSED 4" REJECT LINE (D.I.P.) W/ I // / ---- �. \\ I I OTHER INVERTS INACCESSIBLE 4 PLUG VALVE , 24 PROPOSED 6" x 3" TEE, M.J., D.I. // I /// \ I I A I I j 25 PROPOSED 6" PLUG FOR FUTURE EXTE. ION / I: }�/ I I I I 26 PROPOSED 8" x 4" TEE, M.J., D.I. (TYP. / j I I I I I I t 1 I I N FINAL CLARIFICATION TANK I FINAL CLARIFICATION TANK I FINAL CLARIFICATION TANK f -Q M I I 27 ...'PROPOSED 1/2" PVC ALUM FEED LIN � 28 PROPOSED 3/4" PVC POLYMER FEE, LINE, I • I I M 29 PROPOSED 1" SCH. 80 PVC RECLAI DW ER LINE 30 PROPOSED 1" SCH. 80 PVC POTABL WAT R LINE *, I ,ALL FITTINGS TO BE DUCTILE I , IRON AND RESTRAINED JOINT ` UNLESS -OTHERWISE NOTED. 'I ACTIVITY NAME DA Sanford Office TE Drawing scale: POST OFFICE BOX 2808 500 WEST FVLTON STREET g i — SANFORD, FLORIDA 32772-2808 Drawn by: Rod ROd BUt her 11/99 Date:: November, 19 .99 TELEPHONE: (407) 322-6841 Y 9 (407) 831-5717 ' E-MAIL: CPHSANF@MA-5717 i.NET Checked by: Fries/GleraCh 11/99 ,Job No.: $0627.01 „- FAX: (407) 330-0639 Date To For Approved by: David A: Gier'ach 11/99 1 1/00 REVISED PER ADDENDUM NO. 3 DAG Plot"scale: 1:20 Visit our web site at: ©19y� wwicc hen ineerscoin Project Control Re istration` No. 38642 No. Date Revision A roved Cadd file: CUP p 9 _ 1 9 PP . r Q 8 • a i 1 ... a ...k �:. "„ i r �. ..: ,' .5.. .. '�.' ,:...r... :- ::..✓n �: ... ":' ..: :.. n ,r -..:. a :.•'.,. .. 1, .. , :.. ,. . r..... .. . i i .. .... _ - .. ... : r.. •: .. -... .. :, . .:.. .. '. 1'" , .� a '. (: .. ,. .... , �.. � � .,, ... W / .uw. ,H.t r.A:'•� x. I�. ...., .. .. ... r t , . r - � :- I I .i.i r .. � y f, y .. m. � �.,, .. .r :a. ,.. ."� .wVWKri:.,awdS•,,.n.. ... mrt ,Y ... .. 4 ? a„,r. .t 1�h,1' � M .. ,fry ACTIVITY NAME DATE • 0 D H wing scale: r, . 4, Designed by:-Vert..1 Ben Frle� 11/99 Drawn by:Rod Butcher' 11/99 i,, Date: November, 1999 Checked by: " . Fries/Gierach 11/99 2/00 REVISED PER ADDENDUM NO. DAG Job No: ' 50627.01 Approved by: David A. Glerach '.' . 11/99 1 1/00„ REVISED PER ADDENDUM NO. 3 oAG Plot scale: Registration No. -38s�2 , °r , No. Date Revision Approved Cadd file: „Profile' r ',. OWN,,.fib 3 5A Y, .t .wM�Y.'. Mrd. �I'��e 1'��i�.,..��.:' :.$ �f;,,.�`,.,,4�r Mrxf�r�,'"R• 1iMSr h �'r i. - - --- t - -. --: _ ._ - _ pa- ,,,, . ..« , ,....;.,. .. •. <, <�r 4{ :F ;:Y"'P t 1'6,,'-,,:.t J 1N:(?' .. .. 'L .... .� y .. .. .6 I .: .. I I I I .. � i . _____ E'COMPOSITE UTILITY --- , CONTRACTOR TO DESIGN, CONSTRUCT AND ,INSTALL 1/2 PVC ALUM ---- PLAN -FOR CONTINUATION 3 4" PVC CHEMICAL FEED LINE • 2 . / EXHAUST DUCTS FOR AIR COMPRESSORS PER .FEED LINE . A MANUFACTURERS RECOMMENDATIONS 1" x 1/2",REDUCER , ;..,..f .;.,.. 2" STAINLESS STEEL AIR LINE TO " :.,:,..,..::;.,.. � 1. . . .r . . � � ,,, 1/2" PVC WATERLINE TERTIARY FILTRATION SYSTEM. . ALUMINUM DOWNSPOUT 2 S.S. AIR LINE, . . DUPLEX RECEPTACLE B -----------------I 32" x 12" (MIN.) WALL , 2"x3/ IN EASE 2"x3/4" INCREASER N 1 N N , 'MOUNTED SHELF. CONSTRUCT I FILTER 3/4 LVE 3/4 VALVE I " 'p -. OF NON -CORROSIVE MATERIALS 36 x 18 (MIN.) WALL MOUNTED , be 1. :AND MOUNTED 5 ABOVE SHELF CONSTRUCTED OF NON- C1 � 1 3/4" . .S. AIR LIN ' 3/4" S.S. AIR 'LINE FINISH FLOOR. CORROSIVE MATERIALS AND a .��I' RECEIVER i ------- MOUNTED 3' ABOVE FINISH FLOOR. i I i • TANK i I 1 1 -PU 1 M PUMP �W MU TI POS A FEED MP L R E I LU I 1 / I I I I I TPOLYMER FEED LINE POWER POWER _1 I SIP N VALVE MOUNTED 'ANTI HO I I 1 L__ __J CONNECTION CONN11, ECTION - -- I I I CO TION CONN I N U E ON P MP. .. 1 I 1 15 H.P. AIR H P. AI F R 15 R FUTURE AI 11 _. _ C I *6C COMPRESSOR C MPRESSOR CO R - " 0 MPRESSO 4 DRAIN TO ---------------------------- ------ ---- - I UFT STATION -I CV ///j 1 FLOOR DRAIN 4 DRAIN LINE 1 DRA N LINES I FLOOR DRAIN _ SEE DETAIL SHT. 14 NON IONIC POLYMER SEUN RP Q E CE ANEL FEED SYSTEM. SEE SPAR CHEMICAL -- E . � . e 1 ALUM HET 12 F.F.. - 1 2. rJ ALUM Y L E 0 SUPPLY INE , . ' SUPPLY TANK , U 0 t S C MPOSffE PUMP P M 1 2 UTILITY PLAN � - FOR CONTINUATION .. H S ER " . , . . . , . i SIDEWALK DO STATION ,.. ALUMINUM ., . . , . . " . •. ' 42"' z 42" ALUMINUM - .. " .. , , 0 , BURIED 1 PVC. , . ' ' • WASH WN ON o DOWNSPO WASHDOWN. STATION ... .. ' . FRAMED 1/4 TEMPERED ELEVATIO .., :. . POTABLE WATER . GLASS. (TYP. FOR 2). ALUMINUM _ S®LITH _ N . . . .. LINE DOWNSPOUT SCALE: 1 /4 - 1 -0 .. HOSE BIBB. ' . .. '. . , . '•EMERGENCY EYE WASH- . .1 , • . ..1 I & SHOWER . . , . . . ; ... . , . S . A . . ,1. I ALUMINUM RIDGE VENT ` 'ALL'ALUM. FEED AND SUPPLY LINES AND 12'-8" 8" 31'-0" 8" 11 0 I . TOP OF RO F NON-IONIC POLYMER , - EL. 23.37 Q FEED LINES ABOVE GRADE TO BE WRAPPED WITH "THERMA-CEL" PIPE INSULATION OR APPROVED "` TOP OF WALL 1 PVC POTABLE F L0 ®R PLAN EL 20.75 1Q EQUAL. WATER LINE - SCALE: 1 /4" = 1'-0" 'ni �:' i - t'.a,, :ry . .J,;i;r •f.. 'r:, .t , t..v'. 1 , 'rr i - v3•, :r -mfr :S'. r"C M. 1- - - as y. 4 : �. ) J• � aJ'Yr 'i:w: :•J -r - In, If-\fiti r'• �'x1 ;.•. l _ 1, q ' •Jr. t 4 K AL N M ' ''a r:. _ ALUMINUM SOFFff TYP. '.ti :�,:, .1t' Y:L ': , i )'l J��r` E. 1 t't' .VY ,=N S. A♦ _ t ,'.. 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EL 1 50 GROUT MIN. ,iJ„ ..,•, ..�;_:::- >'�<•k 2. 1 : � � - - � /. _ .. _ . . 8" ■ ■ ■ ■ ■ ■ ■ ■ I., , ` I • ,. - ,' . --------- ----- r T2 ------=---- ---- ----- ---- ---- -- - - --------i 6" I --------- ----- I 16"1-= -- r-- --------------- --- ----- --- ----- --i I a 1 I I 11FILTER I _ t " v I cp I ` I ,,� 6 6 1 1 M 2i 11 K� I I I i I I I o I 1 I I NORTH ELEVATI®N . (✓ N'u Q I I I I. a i i RECEIVER $ 1 ; , ., SCALE: 1 /4" 0" y TANK J J d" 3' O" * , 51 0" 3J ON I i i i I I 'o' , ;, ��. c3 I -- I I I I I I N - -- I I I 1 x I L -1 r -J I I I 1 1 N ■ I I ■ I I 1 I 1 I ■ CLEAN-OUT --------- �- -- I i---- I ----- 4" DRAIN TO --- ---- - -- - - -- - --- ---.i----i----=1------------- I'11. [ . E------- ®- - ----- ------ -------------------------------------- ----1-- - - - TOP OF ROOF . EL 23 37 Q LIFT STATION I I N I ( � I •" I J L . t7 I I I - - - I 1 4" HIGH CONCRETE PADS FOR �� FLOOR DRAIN (TYP.) I I ;•r, f I , -i I I AIR COMPRESSORS SEE DETAIL yy SEE DETAIL SHT. 14 I 1 I - - - - J �-- - � -1 I I i% SHEET 14 � I I Ak ' TOP OF WALL i BREAK EL. 20.75 Q I L -I J L i, -------------------------J I AL DOOR . -------- ----------- � MET •, -� � �:, ,. _ .,-.: sr. TF:,'f:i . ii :,.' :•r•• . I $ ■ ■ ■ ■ ■ ■ ■. ■ ■ ■ ■ :;:.. 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FOUNDATION PLAN SCALE: NONE SCALE PLATFORM TO BE FLUSH WITH FINISH ' FLOOR. SCALE: 1/4" = 1'-0"% �: . -,< . . . . ,. I „ , . "1. EAST ELEVATION ,� $ 4" . = 1 -0 • IL,, CALE• 1/ " . • r' , ., . 1 V : , { . ': : ."- I I .,;'i MRI NT . , • := ALUMINUM RIDGE VE I � . Zt t t ;, 'TOP OF ROOF . LINTEL [ I . � , EL 23 37 GROUT „ '.' CAULK TOP OF WALL . . APPLIED 4" X 1 3/4" ALUM. FRAME EL. 20.75 DOOR STOP . - - ,. - - r: +:'�'� r. " 1r. �j�i {:rl:e. t7;:y .:a; t.4J'i};f-r I7 C DOOR ---_" . . , ��. ,1. : .1 . I ��I .I .I �I.. I�. ... . I I .I I. �. .I . " .I I I 1 . I.I � II.. � . 1. I I�I I . . , 4 " I I I I -I I. —, , I I . 1II I. � � . I � II. . :.. . . .I I. ..1. I I� . . I � , . . ,I .� 0 . i ­;I . ,I I I II � I � II . �. . ,S�...I . . I . .- � I. II � . . I I, . . . . � I I .I-., I I -r .. i, .I .. ..­. .I.1 , 1I_�4I 1., J J.`i is , - 'ij ,.,! _ -.J1­ :''{!-e • SJ . 1",- j,.<•<3`-:. c 5,., i:< H EAD B D ETAI L r: x' .�': ::,,: i - S:' +:.5 t' :'• ,; :%,Y )i A:'�` ., si• :_t •``!}i i':: ,tar'ri':. -Ur" tr'...1;_ _ 1 raja: .I z.; : 'tr::r• •+:i: .tF,'.7: - y, I� I' " . 1 s SCALE: NONE ,�;: iii• _ :Ji; 6 -8' : <r'`. .,•;.' ALUMINUM v r :w . DOWNSPOUTS TYP I - _ - ' S •t;Y ._Y'r: frrti'• '•Yv,�. „G'J. T.>::.4t' }•:t ( ') ,. - - , I , _ .y.',. `%Y"+``.:fir'.;. NOTE . - . , • ti I �, I ..t'I ,V..: I- •4.J,-, \,4 .YS, 1."--. il.,a<•_ . :�.3�.,. JfH _ ,r . ri^ _.. , _ ., ri. t '! : 1 ALL MATERIALS AND WORKMANSHIP SHALL BE ' . -" -. _ • > -.: ., �...:-� . R.._'_.t .':;ih- ,, .+-a' .. + .:9' :,r ..•.c ', .n.,r,rrr• sa-,-:t. w•:»[. ,_r,..- ._..,. _ gym._. r - _ .,,n. .., " ,_ . .,>. v : r ,. ^ , r'' I•: , - .. ✓ . , -- . , , , . ALUMINUM DOWNSPOUT W ,t . / ,. . I I 24" x 24" CONC.SPLASH PAD (TYP.) ; � , . . . - _ . t ALUMINUM RIDGE VENT ., :, . - 11 �• - TOP OF 'ROOF ELECTRICAL POWER , .. 23 37 1 CONDUITS .: . ' TOP OF WALL „ . EL. 20.75 ,& t a r rr i' - v3.. • ti c' •1 a 1 _ ,a, , Y t •4 Y _ is %2i - y `: R wYy.t "4.•. S• ¢S . r CLEAN-OUT "s_-<.+;-- _..-: - .Y<- •'f .'�' _.t:. - _ . r. :"• ::� -�` :;�' -ir, :�<�;;. ,. ALUMINUM GUTTER >' �i..rt:� / 4. ••f nY:t �';i CO A 'r .•r;�.. S. 4 \Y 1 •f'.:he' t T.Y' l-~Y.r: �t'%f it :3• I 11 c - 'r e^ , a:: 7 i ='r `"� `i `rl, " - r4- f ALU 71 •; r:4: ALUMINUM DOWNSPOUT r �,. ,;:' a. ALUMINUM DOWNSPO �;,:. . f.v� UT _ •"^- , S iB t +{ , ' -•�i- w tr: I.I ( i. ,.l. f :'.•!. ,f - 11 'ter :•J+' :,".� .Y' .r.. [, 'J .:h- �;Y•'n' !. ti^t..• a•- r4 . :?` n. a. •:t.' • .d.. ,.,,'; ':'�i'a[ e,•'e t• ! y . ,•K• - - i4c : ` t J.Ns w..tt .r J. .H(+n t... •.• J..... .,1+, ✓J:'i :: w -I%, Yf: :" ;�; ,. �.. v.�~` J. ^ 3 +"_iii :t.� -: i _ ":y;` ,.! �r• is %? ` - _ .wr.:. J. ASPHALT P . ', r - HAL PARKING n- ; s� � J� :- ,3.,� :r r.L• f': i' .i •L•: eft'. `l •t J:, ! :is=• -frr•� i. , . '::tit•: • C.S%j' :; '� . r - ,a . "s' - "-r :T r . " , 9 , �\ . 1� ,�.� I ... .. I . ... • F.F. EL. 12.50 1 t " t. r, . :...... , '... . i DOOR AND FRAME SCHEDULE, . . DOOR FRAME WALLS DOOR NUMBER SIZE MATERIAL TYPE WINDOW LITE MATERIAL DETAILS REMARKS ' WIDTH HEIGHT THICKNESS GLASS WIDTH HEIGHT JAMB HEAD THRESHOLD 1 O 3-0E6-8 / N N 1 3 4 / ALUM. -- - , 1 /4" 24" 24" ALUM. 'A' 'B' 1 1 C PANIC HARDWARE REQUIRED 2� II . . . 10'-0" 1 3/4" ALUM. --- --- --- --- ALUM. --- --- --- PANIC HARDWARE REQUIRED , ROOM FINISHES . FLOOR • WALLS CEILING Designed by: Ben Fries EXPOSED CONCRETE WITH SEALER --- - „ PAINTED 5/8" COX PLYWOOD . 11/99 ` , SANFORD, FLORIDA 32772-2808 . - t :' ., TELEPI-IONE: (407) 322-6841 r Date: November, 1999 Checked by: Fries/Gierach : .. i 11 `' T .ir: , ri't• 'Ltt� `Jjlo ,„s{ :}s� :i,•4i• nz'!:�::. G}ti'Kr'I='r v)�f� i:f},"�i; .; •' - :I IN RD E 1' ACCO ANC WITH: 0 r y1`i:'[<+:rtf' :!x:21, �.:,i.i ,�<•: :;:<'[t :.)%d:. -tet`: -1. ^� :i'yai•:4• ari: . THRESHOLD Yti D R ,.. QO F.F. EL. 12.50 . , +,art ;� , SBCCI STANDARD CODES AS FOLLOWS- . STANDARD BUILDING CODE - 1999 EDITION - �. ` STANDARD FIRE PREVENTION CODE - 1999 EDITION ; , STANDARD MECHANICAL CODE -1997 EDITION ' THRESHOLD'CDETAIL • •) r ~' . ", ,', STANDARD PLUMBING CODE - 1997 EDITION ' SCALE: NONE y, I . ,i !Y . - - - .iIJI EST ELEVATI N Q , SCALE: 1/4* = 1'-O" - ,: , _ ) _ J . . 1 . - y Sanford Office _. ' .__• :: , ' Ill POST OFFICE BOX 2808 . . • : Drawino scale: 11411= 1'-0[1 Designed by: Ben Fries "` : ,; 500 WEST FULTON STREET I - „ ,'t Drawn by: Rod Butcher- 11/99 ` , SANFORD, FLORIDA 32772-2808 . - 1 :' ., TELEPI-IONE: (407) 322-6841 r Date: November, 1999 Checked by: Fries/Gierach : .. i 11 ' ' ,,' : / .(407)831-6717 , . Approved by: David A.-Gierach `' i E-MAIL: CPHSANF@MAGICNET,NET 1 , 11I. 1 �' . DAG ' ' Date TO . •., .`' For ;� FAX: (407) 330-0639 • ' �r"Visit our wet) site at: .. ': _ , ,' + . . @ 1999 , ..1rvww.ephe,aghwels coin ' II . . . Project Control Activity ,: Name Date � .. :.. • Drawino scale: 11411= 1'-0[1 Designed by: Ben Fries 11/99 " A ,-. .n .. .' .- .. t.,Y Drawn by: Rod Butcher- 11/99 ` I. .. hw. a. ;a.. -':' of ,.e. ..: .+': y� _ w .-. n. L ,aF!"WP- Tl.. Y k. h.:- -t, v.t.?.,M•ar..,, __ .:. ._ _. -.� _ __ _ ...L:, - , Date: November, 1999 Checked by: Fries/Gierach 11/99 i 11 ' ' Job No.: 80627.01 Approved by: David A.-Gierach `' 1'1/99 , 1 1%00 REVISED PER ADDENDUM NO. DAG ' ' Plot Scale: .25 : V Registration' No. 38642 9 No. Date` ? Revision ' Approved pp d ' * bid Cadd file: g .. , ', :" ,.. ... , ,, ., .. .' .. .. ', - � .. :.. .: � is ., :. :. :,. ,h[ ,. ,. ,. A. A ,-. .n .. .' .- .. t.,Y :11 I. .. hw. a. ;a.. -':' of ,.e. ..: .+': y� _ w .-. n. L ,aF!"WP- Tl.. Y k. h.:- -t, v.t.?.,M•ar..,, __ .:. ._ _. -.� _ __ _ ...L:, - , i Activity , Date Drawing scale: g e:, 1/4" =1'-0" Sanford office Ben Fries 11/99 Drawn by: y ` 11/99 p Date: November, 1999' POST OFFICE BOX 2808 Fries/Gierach 11199 © 2/00 REVISED PER ADDENDUM N0.4 DAG Job NO.. S0627.01 500 WEST FULTON STREET David A. Gierach 11/99 1 1/00 0 REVISED PER ADDENDUM NO. 3 DAG Plot Scale: .25: 1' • Registration No. "' 3s64� !, SANFORD,FLOR IDA 32772-2808 FDate Cadd file: Filterl " .._ .. TELEPHONE:(407) 322-6841 ' o (407)831-5717 E-MAIL, CPHSANF c0 MAGICNET.NET ' To For _ cv i'. r FAX: (407) 330-0639 Visit web site a t • .. _ c , e is coin o wrvw. c hen in e Project Control J Activity Name , Date Drawing scale: g e:, 1/4" =1'-0" Designed by. Ben Fries 11/99 Drawn by: y Rod Butcher 11/99 �. Date: November, 1999' Checked b Y Fries/Gierach 11199 © 2/00 REVISED PER ADDENDUM N0.4 DAG Job NO.. S0627.01 Approved by: David A. Gierach 11/99 1 1/00 0 REVISED PER ADDENDUM NO. 3 DAG Plot Scale: .25: 1' • Registration No. "' 3s64� o Date N .... Revision , : Approved pp Cadd file: Filterl " .._ .. :2000 , - , •'•iq a .{ { ,..,,,:.. :; +.. y ! ♦ r ,. �-, ,: , .; a ., , .... .,. 1 , i�„'n.• d ..:♦ :'1� ., 1 .%.,, r .. r': .... .... ,. .- r.. l.. "• l.. '.n. .: x ,a ( ,o.. 1 ,♦ , W':. ... .-. :.. , �. ,. n .- r 'ar � ,:a .. na:;;'e c., 1..; ..,. .' � , ,� .tet � ', .:,,, n.. f :,.... .. ,. , ... ,. �.. �. ,r, ,. c. � • ♦ ;.r 1, _ . ..- - - ._... ._.__. N I '.,•r. , ,. ,_. a .:" :,,. , 6 N _ .. a. L.10.64 .. • c . I TOP OF CONCRETE` 21.0 ' a t . �I I 1.9 FF , C TOP OF WEIR :. r EL. 17.2 .. QOTTOMOFTROUGH n L. 13.48 • a . l I I I 1p G Name Date Drawing scale: 3/8" = V-0" Al ri Y , G I Activity Name Date Drawing scale: 3/8" = V-0" Al ri David A. Terwilleger 11/99 A4 Drawn by: Rod Butcher 11/99 m' �n ADDED SECTION B -B - ADD. NO.6 DAT Date: November, 1999 Checked by: David A.Gierach 11/99 2/00 ADD DIMENSIONS - ADD. NO.4 DAT Job No.: 'S0627.01 Approved by: G 11/99 1n _1/00 REVISED PER ADDENDUM N0.3 ;; YU PIOt SCale: 375:1' Registration No. 34376 No.` Date Revision Approved Cadd file: Str-1 C\J '.. .. i (ZT), -o Sanford Off ice c j POST OFFICE BOX 2808 ! 500 WEST FULTON STREET SANFORD, FLORIDA 32772-2808 • TELEPHONE: (407) 322-6841 o . (407) 831-5717 E-MAIL: CPHSANF@MAGICNET,NET R FAX: (407) 330-0639 Visit our web site at: Date TO For C� ,999 WWW. c hem freers com /� 9 Pr. ect Control oj .. I' A ' I Activity Name Date Drawing scale: 3/8" = V-0" Designed by: David A. Terwilleger 11/99 Drawn by: Rod Butcher 11/99 2/00 ADDED SECTION B -B - ADD. NO.6 DAT Date: November, 1999 Checked by: David A.Gierach 11/99 2/00 ADD DIMENSIONS - ADD. NO.4 DAT Job No.: 'S0627.01 Approved by: David A. Terwilleger 11/99 1n _1/00 REVISED PER ADDENDUM N0.3 DAT PIOt SCale: 375:1' Registration No. 34376 No.` Date Revision Approved Cadd file: Str-1 SHEET NO. TERTIARY FILTRATION SYSTEM STRUCTURAL PLAN AND SECTIONS Reclahmi ed 1A/ater Augmentation 'System Phase, C I 1- Y iO F S A N F O R D { SES'- 0. . _ 8 20001 • 1 A 0 i Name Date Drawing scale: ' 3/8" = V-0" Fit 0 David A. Terwilleger 11/99 Drawn by: Rod Butcher " �I �I Checked by: v ' David A.Gierach 11/99 3/00 REVISED REINF. - ADD. NO.6 DAT Job No.: S0627.01 ApprOved.by: #5 @ 12" O.C. D 11/99 1 ' - . NO. ADD. 2/00 ADD DIMENSIONS DAT Plot scale: .375:1' Registration: No. #5 @ 12" O.C. HORIZONTAL NRevision .o. Date' PPed Cadd file; str-z.dwg . Approved HORIZONTAL i-__,2., °i #7 @ 9" U.C. VERTICAL #7 @ 9" O.C. VERTICAL #7 @ 4" O.C. VERTICAL OUTSIDE ® #7 @ 4" O.C. VERTICAL OUTSIDE FACE FOR MIDDLE 1/3 OF EACH FACE FOR MIDDLE 1/3 OF EACH OF TWO EXTERIOR EAST/WEST OF TWO EXTERIOR EAST/WEST WALLS (") WALLS (.) ® #6 cCi 4" U.C. VERTICAL INSIDEo 8 #8 @ 4"O.C. VERTICAL INSIDE FACE FOR MIDDLE 113 OF EACH o CH OF THREE EAST/WEsT WAFACE FOR MIDDLE 1/3 OF LLS (') OF THREE EAST/WEST WALLS (") 6" P.V.C. WATERSTOP (TYP.) 6" P.V.C. WATERSTOP "P.) SEE DETAIL THIS SHEET. SEE DETAIL THIS SHEET. ®#7@9"O.C.AT #! Ca) 9"O.C.AT WALLS ALT. 6' & 8' WALLS ALT. 6' & 8' ML m LO , 1' 4" o ®* WALL DOWELS TO BE #7 @ 9" O.C. FOR ®* WALL DOWELS TO BE #7 @ 9" O.C. FOR �oU OUTSIDE FACE AND #8 @ 9" FUR INSIDE OUTSIDE FACE AND #8 @ 9" FOR INSIDE FACE FOR OUTER 1/3 OF EACH OF THREE FACE FOR OUTER 1/3 OF EACH OF THREE ;' cU .-� EASTIWEST WALLS. EAST/WEST WALLS. Q,. 1 r -SECTION 13-BSECTION C.,C ..cli SCALE: 1/4" = V-0" SCALE: 1/4" = 1'-0" s . CU SenfOrd Office 4-, POST OFFICE BOX 2808 500 WEST FULTON STREET SANFORD, FLORIDA 32772-2808 / TELEPHONE: (407) 322-6841 (407) 031-57117 E-MAIL: CPHSANF@MAGICNET.NET cc a 7 330-0639 FAX: (40) p 9S" Visit our web site at: Date or . : ©/999 cvwrr%cpheagrneers com Protect Control 'TOP 6" P.V.C. WATERSTOP DETAIL ©0 SCALE: 3/4" = V-0" SECTION A -A SCALE: 3/8" = V-0" Activity Name Date Drawing scale: ' 3/8" = V-0" Designed by: David A. Terwilleger 11/99 Drawn by: Rod Butcher 11/99 Date: 'November, 1999 Checked by: v ' David A.Gierach 11/99 3/00 REVISED REINF. - ADD. NO.6 DAT Job No.: S0627.01 ApprOved.by: David A.,Terwilleger D 11/99 1 ' - . NO. ADD. 2/00 ADD DIMENSIONS DAT Plot scale: .375:1' Registration: No. ; ` 34376 NRevision .o. Date' PPed Cadd file; str-z.dwg . Approved SHEET NO. %L TERTIARY FILTRATION SYSTEM STRUCTURAL PLAN AND SECTIONS Reclaimed \!Vater Augmentati®n System - Phase,.l C I T Y C) P S A N .F O FK a �$ zaa a. EL. 17.03 EL. 14.53 0 I 44 4 � N W- 44 r U-0" 41-2-1 5 TREADS @ 10" 2'-6" 3TREADS @ 10- 1-1/2"ALUMINUM HANDRAIL 1-1/2" ALUMINUM GRATING (TYP.) I 10" ALUMINUM CHANNEL. SUPPORT ON ALL FOUR SIDES. SECURE TO FILTER WALL WITH 3/8" STAINLESS STEEL "J" BOLTS @ 10" O.C. EL. 21.00 Ito cn � w U) 3" ALUMINUM POST SUPPORTS (TYP. OF 3) WITH 6" x 6" x 1/4" ALUMINUM BASE I I ANCHORED TO CONCRETE SLAB. ril I I j I 10" ALUMINUM CHANNEL (TYP. EACH © I I SIDE OF STAIRS) SECURE TO FILTER WALL WITH 3/8" STAINLESS STEEL "J" BOLTS I @10'O.C. I I ,, , .4. 'a, -.� . 4 9'..'' 1 ,,••a. ' .; i. .(..a•' .al�•a< '4 •. a.4 '. a. .Q 4. a. .44 10" ALUMINUM CHANNEL. SUPPORT ON ALL FOUR SIDES. SECURE TO FILTER WALL WITH 6" THICK CONCRETE SLAB/WALKWAY 3/8" STAINLESS STEEL "J" BOLTS @ 10" O.C. W/ 6 x 6 - 10 x 10 WWF. 10" ALUMINUM CHANNEL (TYP. EACH SIDE OF STAIRS) SECURE TO FILTER WALL WITH 3/8" STAINLESS STEEL "J" BOLTS @ 10" O.C. HANDRAIL. NOTES 1. HANDRAIL, POST, BRACKETS AND MOUNTINGS SHALL BE DESIGNED TO CARRY MIN, LOADS OF 50 LBS./FT., OSHA AND SOUTHERN BUILDING CODE LOADING REQUIREMENTS. 2. ALL HANDRAILS SHALL BE 42" HIGH ABOVE FINISH FLOOR UNLESS NOTED OTHERWISE ON THE PLANS STAIR RAILS TO BE 32" HIGH, 3. FURNISH AND INSTALL H.J. THELEN CO. OSHA TYPE ALUM. TOEBOARDS ON ALUMINUM POSTS WHERE NOTED ON PLANS OR REQUIRED BY CODE. 4. THERE SHALL BE A GASKET TYPE BOND BREAK IN ANY CASE WHERE TWO DIFFERENT METALS OR METAL AND CONCRETE ARE FASTENED TOGETHER. 5. HANDRAILS SHALL BE 1-1/2" I.D. SCHEDULE 40 ANODIZED ALUMINUM OR 2" NOM. OD. 1'-6" SEE HANDRAIL SPECIFICATIONS. UMINUM kNDRAIL' STAIRWAY DETAIL, SCALE: 3/8" = 1'-0" 0 I SEE ALUMINUM I 21-011 TOEBOARD DETAIL -i THIS SHEET HANDRAIL POST REINFORCING INSERT. 10" 10" " S.S. PIPE CLAMP.--\uJ i I ; o �� I �� / • } f / I � Q tr ,'�-/ it TO SUIT STAIR, t i I Q T ii ii t i I W Z O W C i zz 3/8" S.S. CARRIAGE BOLT, NUT, & WASHER. ; ITOP OF WALKING t SURFACE. 1 -IT ELEVATION • I I --- 1/32" NEOPRENE —1/4" GASKET (WHERE REQ'D). I ; ' t I 2-9/16" 1/2" S.S. (MIN.) BOLTS, HOLES: NUTS & WASHERS. , ALUMINUM TOEBOARD DETAIL r N.T.S. N 1-3/4" 1-3/4" 5-1/4" I, LENGTHEN PLATE AND SPACE BOLTS AS REQ'D TO PROVIDE BOLT INSERTION OR INSERT BOLT FROM BOTTOM. L'S 3 x 3 x 3/8 x 0-8" L.G. ALUMINUM HANDRAIL GRIND WELD ON INSIDE OF CHANNELS. POST MOUNTING DETAIL SMOOTH. ------------------------- --------- ----------------- N.T.S. ` SEE ALUMINUM - TREAD DETAIL THIS SHEET. r' 1 3/8"-- _ z i i ALUM. COVER 0 Q ( C 4„ I I G FLANGE WITH I SETSCREW. . 4 _I , , — STRUCTURAL I i i I 4 4 MEMBER. // Qi I t 4 . I i 4 SEE ALUMINUM En PLATE OR Ja 4 HANDRAIL POST 4 a MOUNTING DETAIL GRATING. al THIS SHEET. Q, CF; SET IN o EPDXY. m - ELEVATION SIDE VIEW v s-, a� ALUMINUM HANDRAIL DETAIL a N.T.S. i ' o Sanford Office co POST OFFICE BOX 2808 500 WEST FULTON STREET C- SANFORD, FLORIDA 32772-2808 TELEPHONE: (407) 322.6841 a (407)831-5717 E-MAIL: CPHSANFc?MAGICNET.NET u" ° t FAX: (407) 330-0639 1'7 -ate To For co Visit our web site at: WWW.Cpfiengirreeis COM Project Control , 10" ALUMINUM CHANNEL _ ALUMINUM TREAD, 11 3/8" x 3'-0" f2 ALUMINUM ----- ---------- 3/4" S.S BOLTS, NUTS, MINIMUM C12 x 10.37 TREAD. AND WASHERS ALUM. STRINGER. WELD C12 x 10.37 ALUMINUM_ t . SAFETY NOSING. ALUM. STRINGER. ALUMINUM STAIRS TOP MOUNT DETAIL N.T.S. 3/8 DIAMETER STAINLESS STEEL FASTENERS. . (2 EACH SIDE). — 1/32" THICK 3" 1011NEOPRENE TYP. GASKET. ALUMINUM CARRIER ANGLE WELDED ON UNDERSIDE OF TREAD. 3x3x3/8L WELD ON OUTSIDE OF CHANNELS. - r'� 1 3/8"—o- WELD CLOSURE PLATE. ALUMINUM TREAD DETAIL, 0 u f DESCRIPTION 1 BASE ASSEMBLY 2 PUMP 3 PRIMING PORT, (PUMP) 4 DIFFERENTIAL PRESSURE SWITCH 12 Q 13 ; ® o 6 FLOW CONTROL VALVE 7 DIGITAL DISPLAY PUMP CONTROLLER, (REM -1 D) 8 MOTOR g SOLENOID VALVE N O 19 � 11 10 i A REAR VIEW SCALE: 3/16" = V-0" LEFT SIDE VIEW SCALE: 3/16" = V-0" KEY DESCRIPTION 1 BASE ASSEMBLY 2 PUMP 3 PRIMING PORT, (PUMP) 4 DIFFERENTIAL PRESSURE SWITCH 5 FLOWMETER 6 FLOW CONTROL VALVE 7 DIGITAL DISPLAY PUMP CONTROLLER, (REM -1 D) 8 MOTOR g SOLENOID VALVE 10 WATER INLET 1/2" (F) NTP 11 POLYMER INLET 1/2" (F) NTP 12 MIX CHAMBER ASSEMBLY 13 SOLUTION DISCHARGE 3/4" (F) NTP 14 PRESSURE GAUGE '15 ON/OFF MAIN POWER, SWITCH 16 MIXER MOTOR, SWITCH 17 FUSE, (QTY 2) 18 POWER 1g DP SWITCH RELAY BOX 6URb I Kub Q�h I �, pRlil h rNON I OINI C PORL'Ir"M Em R FEEEELFRA' SYSTEMMI Activity Name Date Drawing scale: 1/4" = 1'-0" Designed by: Ben Fries 11/99 Drawn by: Red Butcher 11/99 Date:' November, 1999 Checked by: Fries/Gierach 11/99 Job NO.: 50628.01 Approved by: David A. Gierach 11/99 Plot scale: .25 :1' Registration No. 3$642 No. Date Revision Approved. Cadd file:' Non -ion 1 /-SEE FLOOR AND WALL JOINT DETAIL BELOW. u #5 DOWELS @ 12" O. EPDXY DOWELS INT( EXISTING CONCRETE WALL AND FLOOR SL 8" DEEP. m MA inAr1� ' I L e I a 6'-0" 11'-0" EFFLUENT CHANNEL BOX PLAN SCALE: 3/8" = V-0" ALUMINUM 1'-n" SECTION Z -Z SCALE: 3/8" = V-0" m cry a EXISTING TERTIARY R-iFILTER WALL 8" 12" 6" CONCRETE a� a Q o EFFLUENT CHANNEL BOX FLOOR AND WALL JOINT DETAIL ~ SCALE: 3/4" = T-0" U� r Sanford Office POST OFFICE BOX 2808 a� 500 WEST FULTON GREET e _6 SANFORD, FLORIDA 32772-2808 is TELEPHONE: (407) 322-6841 o (407) 831-5717 r� E-MAIL: CPHSANF@MAGICNET.NET N FAX: (407) 330-0639 Lo Date To For Visit our web site at: U 1y www.0phenginees canProject Control M1, O t TO J 42" MECHANICAL JOINT WALL SLEEVE CAST IN PLACE. 42" D'.I.P, FROM NEW FILTERS SLANT L WATER Y IN PLACE , 0 BRASS SPRA NOZZLE. IN TIN END OF WIRE HOSE BIBB. (1/4 -TURN BALL VALVE). "FILTER DRAIN" 'SET TOP OF VALVE BOX TO FINISHED GRADE ' "FILTER REJECT" 18" SQUARE CONC. COLLAR "AUGMENTATION" #4 BARS ALL IN UNPAVED AREAS ONLY 25' OF 1 " REINFORCED AROUND RUBBER HOSE. EXTENSION STEM WITH 2" SQ. WRENCH j LL WRENCH NUT AND UPPER GUIDE REQ. � LLL��L L�� FOR MORE THAN 4' DEPTH, STEM SHALL LLLL LL LLLLL BE PINNED IN PLACE. 411, W HOSE RACK LLLLL LL LL LLLL RECLAIMED LLL ALL 304 S.S. LLLL WATER LLL BOX SHALL NOT REST ON VALVE OR iY SCREW TYPE ADJUSTABLE LLLL_ LLL VALVE BOX W/ CAST LLLLLLLLLLLLL Q LLLLLL L LLLLL PIPE &SHALL BE CENTERED ON NUT LLLLLLLLLLL IRON COVER LLLLLLLLL LLLLLL #12 THHN TRACING WIRE, FASTEN W/ E - WIRE TIES OR NYLON TAPE w `� ISI. VALVE (TYPE AS SPECIFIED) NOTE: ANCHOR WASH HOSE STATION TO WALL OR HANDRAIL WITH II + STAINLESS STEEL HARDWARE ^ l AS REQUIRED. �� J TO BE DETERMINED WATER MAIN: TIE ROD (TYP. CRUSHED STONE FOUNDATION WASH HOSE FOR VALVES & VALVE BOX STATION D ETAI L N.T.S. VALVE, VALVE ' BOX AND COVER SURFACE REPLACEMENT TO BE CONSISTENT W/ EXISTING MATERIAL AND OF EQUAL THICKNESS, BUT IN NO CASE LESS THAN 2" TOTAL ASPHALT THICKNESS OPTIONAL POST TRENCH WIDTH W + 4' POSITIONS SURFACE REPLACEMENT EXIST. ASPHALTIC CONC.SURFACE R 20°± PRINCIPLE POST POSITION (CANTED i 2T (12" MIN.)i Imo- 20° TOWARD FLOW) REPLACEMENT BASE u � 1.5 W 1.5 POST (OPTIONS: 2" x4" I I MATERIAL TO BE FILTER FABRIC (IN > zy)TRENCH OR 2-1/2" MIN. DIA. LIMEROCK OR PUG 6' MAX, CONFORMANCE WITH I I WIDTH WOOD; STEEL 1.33 / FILTER FABRIC MIX SEC. 985 FDOT SPEC11�1 / LBS/FT. MIN.) . TRENCH WALL SURF\� TO BEACE \\/ /, UTILITY PIPE r.. �... MECHANICALLY FLOW � SAW CUT 12" VARIES '12" O '- z G tY , O `O r - NOTES: w z001 SECTION --- — 1. BACKFILL SHALL BE PLACED IN 6" LAYERS FROM BENEATH THE HAUNCHES OF THE PIPE TO THE BASE AND COMPACTED TO 98°/v DENSITY PER AASHTO T-180 MODIFIED PROCTOR. 2. BASE MATERIALS TO BE PLACED IN TO OR THREE LAYERS ROLLED ELEVATION AND TAMPED TO ABOVE SPECIFIED DENSITY. TYPE III SILT FENCE FDOT INDEX NO. 102 STANDARD ROADWAY N.T.S. OPEN CUT DETAIL N.T.S. 0 x 1 A Bd BEDDING AND -TRENCHING NOTES (SEE NOTE 1) /�� 1. G PIPE O.D.B = a a Bd =TRENCH WIDTH AT TOP OF PIPE Qd� ��� Bc a. Q U m \\ COMPACTED MAX. Bd = Bc + 24" ° z F= U) BACKFILL MIN. Bc =MAX. DIM. OF BELL + $" (UNSHEETED TRENCH) tz W a MAX. DIM. OF BELL + 12 (SHEETED TRENCH) 0� Q Q i� 2. DEPTH FOR REMOVAL OF UNSUITABLE MATERIAL SHALL BE Z AS REQUIRED TO REACH SUITABLE FOUNDATION FOR NOW 2 CUSHIONING MATERIAL, DEPTH SHALL BE 6" BELOW BOTTOM TYPICAL CONCRETE CHAMFER DETAIL Q2 N z OF UTILITY. U U cn //,///, ,3. SHEETING SHALL BE DRIVEN BELOW THE UTILITY INVERT IF N.T.S. F- Z _J // ,I / / br W UJ Drawing scale: 1 : 1 Designed by: Ben Fries 6/99 Drawn by: Rod Butcher REQUIRED FOR LATERAL SUPPORT OR UNSUITABLE MATERIAL Date: June, 1999 Checked by: Fries/Gierach 6/99" W j Job No.: 50628.01 Approved b David A. Gierach Pp Y� 6/99 ' Plot scale: Registration No. .. 38642 REMOVAL WHERE DRIVEN BELOW PIPE INVERT, SHEETING SHALL . Revision Approved Cadd filer detsntl BE CUT OFF A MINIMUM OF 12" ABOVE TOP OF PIPE, OR �/ T ::.. •, \ \ Bc/2 HIGHER AS AUTHORIZED BY ENGINEER, AND LEFT IN PLACE. UNDISTURBED IN IN NO CASE SHALL SHEETING LEFT IN PLACE EXTEND HIGHER SOIL : ': \� SEE NOTE 2 THAN 30" BELOW SURFACE GRADE UNLESS SPECIFICALLY APPROVED. BRACING SHALL BE PROVIDED AS REQUIRED. PIPE BELL 4. PROTECTIVE CONCRETE SLABS ARE REQUIRED WHENEVER a 4 0.6 Bc COMPACTED GRANULAR DEPTH OF COVER IS LESS THAN 36". TOTAL BEDDING MATERIAL 5, BACKFILL TO BE COMPACTED TO 98% DENSITY OF AASHTO NORMAL TRENCH GRANULAR BEDDING `' T-180 MODIFIED PROCTOR IN AREAS TO BE PAVED AND 95% IN OTHERS. 2" SAND SECTION A_ -A MINIMUM 2500 P.S.I. CONCRETE REQUIRED CLASS uBu BEDDING NORMAL CONDITIONS'. N.T.S. CONCRETE SIDEWALK/PAD DETAIL SCALE: NO SCALE, 1 , . - i' ACTIVITY NAMEDATE Drawing scale: 1 : 1 Designed by: Ben Fries 6/99 Drawn by: Rod Butcher 6/99 Date: June, 1999 Checked by: Fries/Gierach 6/99" Job No.: 50628.01 Approved b David A. Gierach Pp Y� 6/99 ' Plot scale: Registration No. .. 38642 No. Date Revision Approved Cadd filer detsntl t , ,'2006 cn v LOCATION AND SIZE OF S.S. ANCHOR BOLTS AND SLEEVES SHALL CONFORM TO EQUIPMENT MANUFACTURER'S REQUIREMENTS 1 GROUT SHALL BE USED TO EQUIPMENT SET EQUIPMENT. MASTER INDICATOR 4-20MA SIGNAL TO BE SENT TO SCADA FOR RECORDING 4/' 3/4" CHAMFER. MIN. FINISHED FLOOR. #4, 12" O.C. #3, 12" O.C. BASE 3/4" NPT DRAIN o CV TOP OF WALL EL. 18.77 4. �/ n q 4 4 4 3/ n q• DOWELS MUST BE CAST IN SLAB. EQUIPMENT PA® DETAIL N.T.S. 1 NEMA 4X FIBERGLASS ENCLOSURE - HOFFMAN 36" H x 30" x 8" D (MOUNT W/ S.S. HARDWARE) PROVIDE WINDOW IN ENCLOSURE DOOR QUICK CONNECT DUST CAP— , FOR VIEWING THE MASTER INDICATOR TYPE F CAST ALUMINUM HOSE COUPLING WITH MALE NPT 3/4" UNION 1/8" BRASS ELBOW FLANGED 90° BEND 3/4" X 1/8" REDUCER (SHORT RADIUS) 3/4" P.V.C. BALL VALVE 3/4" SAMPLING PUMP �I� I��� ���� II'3..MAX. HACH 1720A TURBIDIMETER PROTECTED FOR OUTDOOR USE , . ;Ir SAMPLE LINE PER EQUIPMENT MANUFACTURER o 4" P.V.C. RETURN TO TROUGH 3" ALUMINUM CHANNEL AND RACK o% n TURBIDIMETER DETAIL SCALE: 3/8" = V-0" ETES: 1. CONTRACTOR TO SUPPLY A SAMPLE PUMP FOR THE TURBIDIMETER IN ACCORDANCE WITH THE TURBIDIMETER MANUFACTURER'S RECOMMENDATIONS. 2. LOCATION TO BE SELECTED BY OWNER. CONTRACTOR IS TO INSTALL ALL ASSOCIATED PIPING, ELECTRICAL CONTROLS AND INSTRUMENTATION TO PROVIDE A FULLY OPERATIONAL SYSTEM. w PASSING PIPE %< CAULK WHERE SUBJECTED TO Lw VACUUM (TYP.). o U) DIM .....>; ` ................. :I':.-: ' >PIPE:: D M ............. SIZE:#......... '::::::::.»A» * <:::; :<::: . ............................................................................................... 3/4 2 2 1 2-1/2 2 1-1/2 4 2 v 2 4 2 a 4 4 2-1/2 4 2 4 4 3 5 2 4 4 ' 4 6 2-1/2 6 10 2-1/2 8 12 2-3/4 10 14 3 LINK -SEAL TYPE 12 16 3-1/2 WALL PENETRATION SEAL ASSEMBLY. 14 18 3-1/2 fir 16 20 3-3/4 18 1 24 3-3/4 20 24 3-3/4 'LINK -SEAL' DETAIL 24 30 4 N.T.S. 30 36 4-1/2 36 42 5 42 48 5-1/2 �48 54 5-3/4 54 1 60 6 ' * CORE HOLE DIAMETER Sanford Office POST OFFICE BOX 2608 500 Mar FULroN 3 rREEr SANFORD, FLORIDA 32772-2808 1 TELEPHONE: (407) 322-6841 h (407) 831-5717 E-MAIL: CPHSANF@MAGICNET.NET a FAX: (407) 330-0639 Date TO For lig- ll Visit our web site at: rvwrycpfienglaeeis coin Project Control a TO LIFT STATION 0 Z4 -1.- DATE v 18" 1 " Drawing scale: 1 Designed by: 'Ben c=ries 6/99 1' 42" 1 4... 6/99 Dato: June, 1999 a 6/99 q Job No.: S0628.01 Approved by: David A. Gierach 6/99 Plot Scale: v 4 No. Date Revision Approved Cadd file: detsht2 4 nQ '4 q 4 4 • n 4 4 4 . q . A 4 � a • 4 <J 4 nQ 4 4 1/2" PHILLIPS MASONRY ANCHOR, 12" O.C. MAX. ,j i 71, NO. & SIZE OF PIPE(S) I / VARIES - SEE DRAWINGS. I I I I 13/16 �- PIPE STRAP (S.S.). '-- Ami IIZTARI I=' F-RAAAmir_' r'LAAKINIF-I 1 NOTES: 1. ALL HARDWARE SHALL BE TYPE 304 STAINLESS STEEL UNLESS OTHERWISE INDICATED. 2. FOR EXISTING SLABS, THE CONTRACTOR MAY DRILL AND EPDXY GROUT VERTICAL STEEL FOR PIPE SUPPORTS. FOR LOCATIONS WHERE CONC. SLABS ARE NOT CALLED FOR A CONC. BASE SHALL BE CONSTRUCTED 12" THICK AND WITH A 12" OVERLAY ON ALL SIDES FROM SUPPORT COLUMN. ACTIVITY NAME DATE "B" MIN. 18" 1 " Drawing scale: 1 Designed by: 'Ben c=ries 6/99 1' 42" 1 Drawn by: Rod Butcher 6/99 Dato: June, 1999 Checked by: Fries/G.ierach 6/99 Job No.: S0628.01 Approved by: David A. Gierach 6/99 Plot Scale: Registration No.38s z No. Date Revision Approved Cadd file: detsht2 PI AIAI r'All•% "D" DIA. "A" MIN. "B" MIN. 18" 1 " 1' 36" 1 " 1' 42" 1 (FLOOR PIPE DETAIL USE ON WET AND ALL VACUUM LOCATIONS SCALE: NONE T V 7f�r\Kln LJ/ l IAITIN/-M1) 01577.5.) TORS, 0/E. FLOOR THICK. . "B" ID 3" PIPE & LARGER OFFSET PIPE CLAMP, CARPENTER & PATERSON, 0/E STAINLESS STEEL. OUNTING) (S.S.). PIPE SUPPORT BRACKET DETAIL -- y 1 d y i SE 08 'z _ n n f.� - Y. EQUIPMENT BRADLEY MODEL DRAIN LINE. S1931 -AL -SR, 0/E 12" x 12" x 4" THK. COMBINATION SHOWER, OR EQUAL, 4" CLEAN-OUT CONC. COLLAR & EYE WASH SAFETY STATION. W/ #4 BAR SUPPORT FROM WALL SLOPE .FLOOR AS REQUIRED. TO DRAIN. 2» K�i\ \ \ - i 4 44: p qq 4' .' '1 " SUPPLY (ROTATE TEE TO 4.° ACCOMMODATE SUPPLY LINE y ;.4 q 4... �' ° a LOCATION). 4„ 45' BEND 4 . y'4 �. . '. :4 4. 4. :Q Q , 4 44 •.y.. .. A ' pq q ; q . b - 4.q y 4' ° v ' q 4» WYE q TO TRAP �- 4" PLUG CONCRETE NOTE: CONCRETE FLOOR. AN AUDIBLE ALARM/HORN SHALL FLOOR. EQUIPMENT DRAIN. BE PROVIDED TO INDICATE WHEN FLOOR DRAIN. THE EMERGENCY SHOWER IS IN NOTE: USE (COMPRESSED AIR TYPE). FREE STANDING UNITS SHALL tBE �'• C' • CAPABLE OF STANDING WITHOUT ADDITIONAL SUPPORT. 4" PVC UNDERDRAIN FL®OR/EOUIPMEN T AIN! DETAIL CONCRETE' . (SEE 'PLANS). N.T.S. 1 1/4" WASTE LINE, TIE TO FLOOR DRAIN TYPICAL CLEAN-OUT 4 y. a y q 4 y y: y: SYSTEM (OR WHERE 4 ' a• SHOWN ON, PLANS).' , N.T.S. � - 4 .' V, Q 4y '' 4 ,, Q p. V q 4 q �. n , • NOTE: PROVIDE 1" THICK PIPE WRAP INSULATIO10'�tvlI�l. ,' A. • a°' i MOUNTED. N WHEN EXTERIOR ',�®�iI IIVATI®N SHOWER ,, a •. AND EYE, ASHDETAIL 10 -MIN.:.. ° . ' : , �' •e N.T.S. REGULAR REINFORCING 1/4 TURN BALL VALVE PLAN VIEW CONCRETE t 2#4 CORNER BARS UTILITIES, EXISTING OR PROPOSED D+12" LONG EACH $" 6" LAYER OF, STEEL. 6, —� STAINLESS STEEL ALUMINUM HANDRAIL. 00 MOUNTING BRACKET. ' ��`� \ � 6'x 6' HEAVY DUTY ALUM. ` • 9 3/4» PVC 6,11 ° HATCH W/HINGE & LOCK ALUMINUM GRATING.a 'fNa `, NOTE:°a SADDLES SHALL BE ALUM. IN CONTACT W/CONC. y d POURED IN 2 POURS + I I OR DISSIMILAR MATERIALS #4 TIE BARS, : 4 • : d� I ( SHALL BE PROTECTED W/A 3 EA. SIDE a 1 j \ HEAVY COAT OF BITUMINOUS ; t PIPE CLAMP. v ° a 00 A PAINT. ALUM. COVERS SHALL' —FILTER WALL. ° • M 7� HAVE A MIN. 300 LB. PSF LOAD '74 ° Q °' I TOP PLAN RATED OR EQUAL. SEE ELECTRICAL y. 1 PVC DRAIN PIPE DRAWINGS FOR METER & PUMP ��MIN. VARIES 10"MIN. DISCHARGE' POINT SHALL CONNECTIONS. BE FILLED LOCATED SECTION PIPE WALL PENETRATION" 61)-1 » � 7, x 4 x 12 I f FILTER WASH STATION DETAIL EXTRA REINFORCING DETAIL '_ ®® DEEP .SUMP W/ ' N.T.S. :C1C.R�ET DDL DTAII�, 'N:T.S• " 1/4 .HP PUMP NOTE: A ALL CONSTRUCTION JOINTS SHALL HAVE WATERSTOP. THE C41NTER BULB TYPE SHALL BE INSTALLED 90- 0 TO THEY CONSTRUCTION JOINT. THE WATERSTOP MUST BE OF THE PVC SERRATED TYPE WITH CENTER BULB, ? - _ - I NOT LESS THAN 3/8" THICK AND 6" WIDE. — 31P PLAN #5 @ 12" 0. C. E. W. 10" • WATER PROOF COATING 8" SYSTEM - INTERIOR FILTER FABRIC (IN & EXTERIOR CONFORMANCE WITH OPTIONAL POST LINK—SEAL OR , SEC. 985 FDUT SPEC.) I 200+ POSITIONS APPROVED EQUAL POST (OPTIONS: 2"x4" OR 2-1/2" MIN. DIA. , J PRINCIPLE POST 6 MAX. POSITION (CANTED WOOD; STEEL 1.33 v 18» D.I.P. LBS/FT. MIN.) w I I 20° TOWARD FLOW) 3 8 / w LJ FILTER FABRIC 6„ �' S 1</ \ WATER STOP (TYP) T o I ADAPTER COUPLING 1 0 H SILT F rLOW 3" N , r iv N Ix 6M SUMP #5 @ 12" E.W. SECTION „ \ \,PIT, TOP & BOTTOM ELEVATION - 12 12» SECTION A— A I WATERSTOP DETAIL F.D.O®T. TYPE III SILT FENCE N.T.S. " r N.T.S. A11111L FLOW MET R AND s. f CHECK VALVE VAULT DETAIL N.T.S. NOTES: 1. LOCAL READOUT OF FLOW TO BE PROVIDED VIA A NEMA 4X ENCLOSURE TO BE MOUNTED AT A LOCATION SELECTED BY THE OWNER. 2. A 4-20MA -SIGNAL FROM THE FLOW METER SHALL BE SENT BACK TO THE SCADA SYSTEM FOR ',REAL-TIME" MONITORING. ' r , Sanford Office POST OFFICE BOX 2808 FLOW mi I METERi I sFLANGE COUPLING ADAPTER BE OF THE PVC SERRATED TYPE WITH CENTER BULB, ? - _ - I NOT LESS THAN 3/8" THICK AND 6" WIDE. — 31P PLAN #5 @ 12" 0. C. E. W. 10" • WATER PROOF COATING 8" SYSTEM - INTERIOR FILTER FABRIC (IN & EXTERIOR CONFORMANCE WITH OPTIONAL POST LINK—SEAL OR , SEC. 985 FDUT SPEC.) I 200+ POSITIONS APPROVED EQUAL POST (OPTIONS: 2"x4" OR 2-1/2" MIN. DIA. , J PRINCIPLE POST 6 MAX. POSITION (CANTED WOOD; STEEL 1.33 v 18» D.I.P. LBS/FT. MIN.) w I I 20° TOWARD FLOW) 3 8 / w LJ FILTER FABRIC 6„ �' S 1</ \ WATER STOP (TYP) T o I ADAPTER COUPLING 1 0 H SILT F rLOW 3" N , r iv N Ix 6M SUMP #5 @ 12" E.W. SECTION „ \ \,PIT, TOP & BOTTOM ELEVATION - 12 12» SECTION A— A I WATERSTOP DETAIL F.D.O®T. TYPE III SILT FENCE N.T.S. " r N.T.S. A11111L FLOW MET R AND s. f CHECK VALVE VAULT DETAIL N.T.S. NOTES: 1. LOCAL READOUT OF FLOW TO BE PROVIDED VIA A NEMA 4X ENCLOSURE TO BE MOUNTED AT A LOCATION SELECTED BY THE OWNER. 2. A 4-20MA -SIGNAL FROM THE FLOW METER SHALL BE SENT BACK TO THE SCADA SYSTEM FOR ',REAL-TIME" MONITORING. ' r , Sanford Office POST OFFICE BOX 2808 DATE Drawing scale: Designed by: Ben Fries 500 WEST FULTON STREET Drawn by: Rod Butcher 6/99 u . SANFORD, FLORIDA 32772-2808 Date: June, '1999 TELEPHONE: (407) 322-6841 6/99 r ' Job NO.. 50628.01 Approved by: David A. Gieradh (407)831-5717 V E-MAIL: CPHSANFC0MAGICNET.NET Plot scale; Registration Na. 38642 Date To For 4 FAX: (407) 330-0639 QVisit our web site at: © 1999 www. coin Project Control ACTIVITY NAME DATE Drawing scale: Designed by: Ben Fries 6/99 Drawn by: Rod Butcher 6/99 Date: June, '1999 Checked by: Fries/G Brach 6/99 r ' Job NO.. 50628.01 Approved by: David A. Gieradh 6/99 Plot scale; Registration Na. 38642 No. Date Revision Approved Cadd .file: detsht3 ,2000SEP (NEMA 4X) LAKE WATER FLOW L1-7 TRANSMITTER CP -9 �-~ 1, 2/C# 16SH-3/4" PLAN FLOW METER VAULT DETAIL o N.T.S. NOTES MOUNT RECEPTACLE AT TOP OF VAULT INTERIOR. 0 N CHLORINE CONTACT CHAMBER I MI ALUM STORAGE STi?U6, TERTIARY FILTER BELS -c = rvr< KtI�UIKtMtIV l S "r REMOTE TERMINAL BLOCK POINT 41 �--- NORMALLY OPEN CONTACT NORMALLY CLOSED CONTACT SHRUBS 7 , , NORMALLY OPEN, TIMED NORMALLY CLOSED, TIMED I�_ , I TO CLOSE CONTACT TO OPEN CONTACT L -i I I �1, s� 1 1 1> 41. FLOAT SWITCH, FLOAT SWITCH, II II NORMALLY OPEN NORMALLY CLOSED FUTURE FILTERS I r - , 4 .�PRESSURE' SWITCH, scv NORMALLY OPEN R RUN INDICATING LIGHT � a — II II II ALARM INDICATING, LIGHT TR TIMING RELAY J1--- LI--- r— t c , Q PUMP FAIL TIMER ? 1 CHECK VALVE VAULT r; F - FLOW METER VAULT (SEE DETAIL) Q j // / %%r�/� ,/ ABBREVIATIONS FE -LAKE WATER FLOW TRANSMITTER A AMPERES PB PUL ELECT. L1-7 1, 2/C# 16SH-3/4"Q LBOX a CHEMICAL - AIC AMPS INTERRUPTING PCP PUMP CONTROL PANEL F� I SEE SHEET E-2 \ ' FOR ELECTRICAL REQUIREMENTS ~` CUT & REPAIR \ ASPHAULT TO LIKE it \ NEW CONDITION WM I FINAL CLARIFICATION 7A NK FINAL CLARIFICATION TANK FINAL CLARIFICATION TANK i� CD m a o • c , SITE- PLAN U SCALE: 1 "=20'-0" o a . FEED AND AIR COMPRESSER a CURRENT Roots STORAGE SYSTEM ROOM CP -9 '----J PNL PANEL ATS AUTOMATIC TRANSFER SWITCH ,J . Samford Office Drawing scale: Designed by: SEB 01/00 Drawn by: SPL 01/00 Date: January 3, 2000 POST OFFICE BOX 2808 500 WEST FULTON STREET Approved by: Stephen E. Bailey 01/00 1 1/00 REVISED PER ADDENDUM NO.3 SEB Plot Scale: 1:1 SANFORD,.FLORIDA'32772-2808 TELEPHONE: (407) 322-6841 (407) 831-5717 o E-MAIL: CPHSANF@MAGICNET.NET Date . To For N o 4 FAX: (407) 330-0039 Visit @ 199.9 our web site at: www.cP1ieh911iee1s cam Project Control CP- / MCC -'- M2 SH SHIELDED CP CONTROL PANEL Q scv STR STARTER EB GND GROUND oHw o I�w oHw �x RTU RADIO TELEMETRY UNIT / ORS GALVANIZED RIGID 4STEEL TYP TYPICAL HWY HIGHWAY V VOLTS MCC MOTOR CONTROL CENTER W WIRE MTD MOUNTED W/ WITH P POLE WP WEATHERPROOF .` b PHASE NOTES 1. DO NOT SCALE THE ELECTRICAL DRAWINGS. REFER TO THE MECHANICAL DRAWINGS & APPROVED MANUFACTURER'S SHOP DRAWINGS FOR THE EXACT LOCATION OF ALL EQUIPMENT. 2". TO PNL P1 2" GRS `W% DATA HWY ` 2. ALL WORK SHALL COMPLY WITH THE NATIONAL ELECTRIC CODE & 12" TO RTU -1 LOCAL CODES. 3. ALL CONDUITS SHALL HAVE 'A BOND WIRE SIZED PER TABLE 250-95 2" (SPARE) TO PNL P12" CRS (SPARE) * OF THE NATIONAL ELECTRIC CODE (UNLESS OTHERWISE NOTED). TO RTU -1 4. FLOAT SWITCH HOLDERS SHALL BE STAINLESS STEEL. SECTION A --A 1Q 5. SLANTED TEXT DENOTES EXISTING EQUIPMENT OR STRUCTURES. NON -SLANTED TEXT DENOTES NEW EQUIPMENT, STRUCTURES, & WORK. N.T.S. Q A6. ALL INSTRUMENT TRANSMITTERS SHALL BE INSTALLED IN NEMA 3R x STAINLESS STEEL ENCLOSURES W/ EDCO 'SLAC' SURGE SUPPRESSOR.. —CUT & REPAIR SLAB NO EXCEPTIONS. TO LIKE NEW CONDITION AS Q 7. ALL GRS CONDUIT SHALL BE PVC COATED. ALL SHIELDED INSTRUMENTATION REQUIRED. CABLE SHALL BE INSTALLED IN GRS CONDUIT. o ELECTRICAL — MECHANICAL �G�N INSTRUMENTATION W 2101 N. ANDREWS AVE., SUITE 100 _ I% FORT LAUDERDALE, FLORIDA 33311 0 [ LI PHONE: (954) 564-3111 p pj FAX: (954) 564-3040i 0tis�LT P� I Activity Name Date Drawing scale: Designed by: SEB 01/00 Drawn by: SPL 01/00 Date: January 3, 2000 Checked by: SEB 01100 Job No.: ' ' 80627.01 Approved by: Stephen E. Bailey 01/00 1 1/00 REVISED PER ADDENDUM NO.3 SEB Plot Scale: 1:1 Registration No. No. Date Revision. Approved Gadd file:. siteplan •o SHEET NO. 4246swoon 1&�w 7W as WALL MOUNTED EXHAUST FAN I NOTE: I EMERGENCY LTG. FIXTURES SHALL BE WIRED TO THE LINE SIDE OF THE NEAREST LTG. CIRCUIT. 1 POLYMER CONTROLLER 48" AFF 1,2/C#16SH-3/4" I AIR DRYER RECEPTACLE r WALL MOUNTED' ACP ACP c�" ACP �► EXHAUST FAN FILTER L1,15I I ��, EF -2 48 AFF I I I ,------ --,� I L1,16 � I � CEER r �^-\\----t ALUM CONTROLLER �'" 1 'L1-18 15.':: �; 15 i�1511 I I . •`� � II�� I I i I I li 8#14-3/4" 1,2/C#16SH-3/4 L1-1 , I I � ` L=======J CP -9 `AIR COMP. `' � AIR COMP. 'FUTURE ----__ i___1----1----- - - NQ.- 1_.==---------------------------------- PO -'--------2---------AIR COMP- ---- LLS / POWER PNL` P1 AIR COMPRESSOR CP (ACP) CP -9 PNL PC1 CP -9 2#14-3/4"L1-20 r SPARE LTG PNL L1 — ALUM TRANSFER — ,`' CHEMICAL '" L 1 _.�.•� PUMP W/ NEMA 4X L1,3 TANK 30 a MOMENTARY START/STOP PUSH- BUTTON, WALL MTD. I SCADA PANEL I CP -9 41v1CC—M2 2"—SPARE (SEE E-1) DATA HWY-2" „r CP -1 (CLARIFIER AREA) Sanforcd Office mom POST OFFICE BOX 2808 500 WEST FULTON STREET SANFORD, FLORIDA 32772-2808 TELEPHONE: (407) 322-6841 (407)831-5717 E-MAIL: CPHSANFQMAGICNET,NET FAX: (407) 330-0639 Date To For ; r Visit our web site at: U 1999 wwrcvhenginee1s coin Project Control 1 Activity Name Drawing scale: Designed by: SEB Drawn by: JPL Date.. January 3, 2000 Checked by: SEB ]at Job No,: .sos27.01 Approved by: Stephen E. Bailey ` 1 1/00 REVISED PER ADDENDUM N0.3 SEB PIOt SCSI@: , 1"=1/4'-0" Registration No. 42461 No. Datb Revision Approved . Cadd file: ..j Bldg LIGHTING FIXTURE SCHEDULE A PANEL: P1 BUS: 225A BUS W/150A MB VOLTAGE:480V,30,3W TYPE WATT DESCRIPTION MANUFACTURER CATALOG NUMBER POLES WIRE CONDUIT 8'-0" LONG, VAPOR -TIGHT, GASKETED FLUORESCENT FIXTURE W/4-40 WATT R.S. LAMPS, COLUMBIA LUN240-8-WL A 160 NON -CORROSIVE FIBERGLASS HOUSING, HIGH IMPACT ACRYLIC LENS, 120V, ESB. DAY=BRITS TVWLE-240 AIR COMPRESSOR CP 100 3 SUITABLE ,FOR WET LOCATIONS. 1 1/4 45.00 2,4,6 LIGHTING TRANSFORMER 50 WALL MOUNTED OUTDOOR FIXTURE W/50 WATT H.P.S. LAMP AND 120V LOW LOSS GENERAL ELECTRIC W1 LG05S 1 APECITLASN3DB 30.00 B 50 BALLAST. GASKETED, DIE-CAST ALUMINUM HOUSING, PRISMATIC REFRACTOR, PHOTOCELL HOLOPHANE WP2A050HP12BZP 3/4" 1.00 8,10,12 CONTROL, ALUMINUM BACKPLATE, SHARP CUTOFF, TYPE III DISTRIBUTION. EMCO LIGHTING WLA-070S-MT C -- 100 SEE "POLE MOUNTS FIXTURE DETAIL", THIS SHEET SPACE -- -- -- -- EMERGENCY LIGHTING UNIT, SELF CONTAINED AUTO -CHARGING BATTERY BACK-UP W/TEPT EMERGI--LITE 12JSC36-2(1 E) EH 50 3 4#6&1#10GND SWITCH & PILOT LIGHT, SEALED NICKEL CADMIUM BATTERY, (2) EF -18 HEADS W/9 WA HOLOPHANE -12-2A 12NME-25W (AMPS) 20 1 HIT LAMP PER HEAD. 120V -AC, 1.2V -DC. CHLORIDE 91.41 PANEL: P1 BUS: 225A BUS W/150A MB VOLTAGE:480V,30,3W MOUNTING: SURFACE POLES: 30 LOCATION: CHEMICAL BUILDING REMARKS: PROVIDE SURGE SUPPRESSOR CIR. NO. DESCRIPTION TRIP POLES WIRE CONDUIT LOAD (KVA) 0000 Date: Jdh6ary 33, 2000 Checked by: SEB 1-4 RECEPTACLES 20 1,3,5 AIR COMPRESSOR CP 100 3 3#2 & 1 #8GND 1 1/4 45.00 2,4,6 LIGHTING TRANSFORMER 50 3 3#6 & 1 #10GND 1 30.00 7,9,11 EF -2 15 3 3#2 & 1#12GND 3/4" 1.00 8,10,12 SURGE SUPPRESSOR 15 3 -- -- 0.25 113-18 SPACE -- -- -- -- T— 8,10,12 TOTAL LOAD 50 3 4#6&1#10GND 3/4 76.00 9,11 (AMPS) 20 1 2#12&1#12GND 3/4 91.41 POLE MTD. FIXTURE, WP, BUGTIGHT,— GASKETED DIE CAST WITH BRONZE POWDER PAINT FINISH, 120V INTEGRAL BALLAST WITH 10OW H.P.S. LAMP, TYPE ITC DISTRIBUTION. KIM LTG. ARCHETYPE SAR, GAURDCO GULLWING, OR APPROVED EQUAL. 12' x 4" SQ. ALUMINUM POLE, 120 MPH WIND RATING (ANODIZED NATURAL SURGE SUPPRESSOR, SS ALUMINUM FINISH) APT TE/4XGA PANEL: L1 BUS: 100A BUS W/100A MB VOLTAGE: 120/208V,30,4W MOUNTING: SURFACE POLES: 42 LOCATION: CHMICAL BUILDING REMARKS: PROVIDE SURGE SUPPRESSOR CIR. NO. DESCRIPTION TRIP POLES WIRE CONDUIT LOAD (KVA) 0000 Date: Jdh6ary 33, 2000 Checked by: SEB 1-4 RECEPTACLES 20 1,3 RECEPTACLES 20 1 2#12&1#12GND 3/4 1.0 2,4 LIGHTING 20 1 2#12&1 #12GND 3/4 3.0 5 INSTRUMENT PANEL NO. 1 20 1 2#12&1#12GND 3/4 0.25 6 INSTRUMENT PANEL NO. 2 20 1 2#12&1#12GND 3/4 0.25 7,14 FLOW METER/SUMP PUMP 20 1 2#12&1#12GND 3/4 0.10 8,10,12 PANEL PC1 50 3 4#6&1#10GND 3/4 10.00 9,11 EXHAUST FAN EF -1 20 1 2#12&1#12GND 3/4 0.50 13 PHOTOCELL 20 1 2#12&1#120ND 3/4 0.10 15,16 METERING PUMPS 20 1 2#12&1#12GND 3/4 0.10 17 TURBIDIMETER 20 1 2#12&1#12GND 3/4 0.50 18 AIR DRYER 20 1 2#12&1#12GND 3/4 0.10 19,21,23 SURGE SUPPRESSOR 15 3 2#12&1#12GND 3/4 -- 20 TRANSFER ALUM PUMP 20 1 2#12&1#12GND 3/4 1.00 21 LEVEL TRANSMITTER 20 1 2#12&1#12GND 3/4 0.10 22 SAMPLE PUMP 20 1 2#12&1#12GND 3/4 0.50 24-30 SPARE 20 1 -- -- -- TOTAL LOAD L 17.50 (AMPS) 148.58 SURGE SUPPRESSOR, SS TE/2XGA PANEL: PC1 BUS: 100A BUS W/60A MB VOLTAGE: 120/208V,30,4W SPLIT BUS W/ CONTACTOR MOUNTING: SURFACE POLES: 18 (SPLIT BUS) LOCATION: CHEMICAL BUILDING REMARKS: PROVIDE SURGE SUPPRESSOR CIR. NO. DESCRIPTION TRIP POLES WIRE CONDUIT LOAD (KVA) Drawn by: JPL 0000 Date: Jdh6ary 33, 2000 Checked by: SEB 1-4 RECEPTACLES 20 1 2#10&1#10GND 3/4 1.0 2 60 AMP LIGHTING CONCTACTOR 30 3 -- -- -- 1-10 PHOTOCELL LIGHTING CIRCUITS 20 1 2#10&1#10GND 3/4 -- .TOTAL LOAD -- - (AMPS) --. HAND RAIL — GFT DUPLEX RECEPTACLE- WALKWAY--\ LOAD TABULATION AIR COMPRESSORS 3 @ 15 HP 63 AMPS MISC 20 AMPS CONNECTED LOAD = 83 AMPS MINIMUM SERVICE = 83 AMPS + (.25)(21) = 88.25 AMPS NOTES: AMPACITIES PER TABLE 430-150 OF THE NATIONAL ELECTRIC CODE. Q SERVICE MINIMUM SIZE AS PER ARTICLE 230 OF THE NATIONAL ELECTRIC CODE, PROVIDE DUAL HEADS WHERE SHOWN ON PLANS. COORDINATE WITH HANDRAIL MANUFACTURER PER MANUFACTURER'S REQUIREMENTS HANDRAIL CATWALK 4-3/4" DIA. S.S. BOLTS - MIIIIIIIIIII11`iilliIIIIIIIII10M LIGHT POST, BASE & ANCHOR BOLTS PER NO. 1 NO. 2 FUTURE EF -2 LTG. PNL. MANUFACTURER'S NO. 3 L1 REQUIREMENTS 3/16 AIR COMPRESSOR PNL. PC1 3/16 STAINLESS STEEL ANCHOR BOLTS- 3/16 OLTS3/16 I I x� , I N G ISE LINE DIAGRAM L 3x3x3/8 � C12 1 /4" STIFFENER PLATE NOTE: 1/2" ALUMINUM PLATE 1. THIS DETAIL TO BE REVIEWED & APPROVED BY A FLORIDA PROFESSIONAL STRUCTURAL ENGINEER. SUBMIT SIGNED/SEALED DRAWING FOR REVIEW. 2. PROVIDE POLE MTD. RECEPTACLES TYP. OF FIXTURE DETAIL 'B' WALKWAY POLE MTD. FIXTURE DETAIL TYPE 'D1 N.T.S. r-.e�r n��irn SUITABLE STAINLESS STEEL ANCHOR BOLTS FURNISHED WITH FIXTURE REINFORCED CONCRETE SUPPORT BRACKET ;ETE WALL CONCRETE MOUNTING DETAIL N.T.S. 0 11 4#6-1 " TO LTG, PANEL L1 20A,1 P TYPICAL RECEPTACLE PC LIGHTING NEUTRAL 3#10-3/4" OR AS NOTED ON PLANS. NEUTRAL BAR PANEL PC1 Activity Name Date Drawing scale: Designed by: SEB 01/00 Drawn by: JPL 0000 Date: Jdh6ary 33, 2000 Checked by: SEB 01/00 Job No.: ,-',Sos27.o1 Approved by: Stephen E. Bailey 01/00 1/00 ADDED SHEET E-3 PER ADD. NO.3 SEB '. Plot Scale 1"=1" Registration No. 42461 No: Date Revision Approved Cadd file,: Bldg . DETAILSELECTRICAL AND SCHEDULES 2000 i ( THERMOSTAT NO. REQ'D AREA SERVED SMOKE DETECTOR GPM GALLONS PER MINUTE TYPE VD VOLUME DAMPER HP HORSEPOWER —�1 FD FIRE DAMPER ALUM ALUMINUM 1.y ER EXHAUST REGISTER i RG RETURN GRILLE i' Xy SR SUPPLY REGISTER KW KILOWATT WALL MOUNTED EXHAUST FAN RA RETURN AIR ROUND FLEXIBLE INSULATED DUCT SHEET METAL DUCT I 1 ' ELECTRIC UNIT HEATER i ABBREVIATIONS Ile 4 r y� W w 7u iul'LL+Y yy' EXHAUST FAN SCHEDULE A AIR GS GALVANIZED STEEL y NO. REQ'D AREA SERVED ACCU AIR COOLED CONDENSING UNIT GPM GALLONS PER MINUTE TYPE H.P. AHU AIR HANDLING UNIT HP HORSEPOWER MAX SONE VALUE ' ALUM ALUMINUM HW HOT WATER SET i DRIVE PHASE PVC POLYVINYL CHLORIDE L AFF ABOVE FINISHED FLOOR KW KILOWATT RA RETURN AIR DB DRY BULB yy' EXHAUST FAN SCHEDULE p ITEM N0. NO. REQ'D AREA SERVED CFM S.P. TYPE H.P. VOLT FAN RPM MAX SONE VALUE GREENHECK MODEL N0. REMARKS " . CONTROL y SET WHEEL DRIVE PHASE PVC POLYVINYL CHLORIDE COND CONDENSATE RA RETURN AIR DB DRY BULB RG RETURN GRILLE DG DOOR GRILLE EF -1 1 CHEMICAL ROOM 235 0.50" WALL CENT. DIRECT 1/12 1115 1550 8.0 CW -80—D BS,EC,TE,DS,WG,SS CONTINUOUS EF -2 1 AIR COMP. ROOM 2750 0.50" WALL CENT. DIRECT 3/4 380 1140 12.4 CW -160—B BS,EC,DS,WGSS CONTINUOUS ASHRAE AMERICAN SOCIETY OF HEATING, REFRIGERATING LD LINEAR DIFFUSER RC = ALUMINUM CONSTRUCTION FACTORY ROQF CURB AND AIR—CONDITIONING ENGINEERS NTS NOT TO SCALE =� r b r I WG = FACTORY WALL GRILLE BDD BACKDRAFT DAMPER �,i x OA OUTSIDE AIR BS BIRDSCREEN i i SS = STAINLESS STFFI FASTENERS ;x • PCD PERFORATED CEILING DIFFUSER sale: BTU BRITISH THERMAL UNITS 111 Drawn by: JPL 01/00 PAC PACKAGED AIR CONDITIONING UNIT Date: January 3, 2000 CFM CUBIC FEET PER MINUTE Job No.. 50627.01 Approved by: Stephen E. Bailey 01/00 1 PSI POUNDS PER SQUARE INCH Plot Scale: t 1"=1/4'-01, CD CEILING DIFFUSER pate Revision- Approved., Cadd file: HVAC PVC POLYVINYL CHLORIDE COND CONDENSATE RA RETURN AIR DB DRY BULB RG RETURN GRILLE DG DOOR GRILLE y 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 b TG TRANSFER GRILLE EER ENERGY EFFICIENCY RATIO TYP TYPICAL EF EXHAUST FAN UH UNIT HEATER ER EXHAUST REGISTER UL UNDERWRITERS LABORATORY � b FD FIRE DAMPER WB WET BULB FRP FIBERGLASS REINFORCED PLASTIC WG WATER GAUGE FT FEET u 1� Sanford ®ffii�e POST OFFICE BOX 2808 i 500 WEST FULTON STREET SANFORD, FLORIDA 32772-2808 TELEPHONE: (407) 322-6841 .- (407) 831-5717 CD E-MAIL: CPFISANFQMAGICNET.NET r FAX: (407) 330-0639 Date To For Visit our web site at: O 1999 WWW..cphenginee1s coni Project Control 11 0 Activity r, Name Date'Drawri"g sale: Designed by: SEB 01/00 Drawn by: JPL 01/00 Date: January 3, 2000 Checked by: sEB 01/00 Job No.. 50627.01 Approved by: Stephen E. Bailey 01/00 1 1/00 REVISED PER ADDENDUM NO. 3 SEB Plot Scale: t 1"=1/4'-01, Registration No. 42461 No. pate Revision- Approved., Cadd file: HVAC k' "h YppYf 170 ELECTRICAL — MECHANICAL INSTRUMENTATION RINT S;i 1�1 2101 N. ANDREWS AVE., SUITE 100 0 FORT LAUDERDALE, FLORIDA 33311 PHONE: (954) 564-3111 b 0 P. FAX: (954) 564-3040 �,1, 1 SUL'T P SSP 0 8200 P r M 'A r w ---� — ;; _ _ .�-. ,;�,n a � ���, ,w� �..�,� �. :� _ ;.,,. F `� n. ' J ,. ,' �; .. i �' .. .. �X SANFORD BUILDING DEPT. THESE PLANS ARE REVIEWED AND CONDITIONALLY ACCEPTED FOR PERMIT. A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER, OR SE'T ASIDE ANY OF THE PROVISIONS OF THE TECI-INICAL CODES, NOR SHALL ISSUANCE OF A PER,%lrr PREVENT 'I HE BUILDING DEPT FROM THEREAFTER REQUIRING A CORREC- TION OF ERRORS ON THE PI.JVIS, CONSTRUCTION OR OTHER VIOLATIONS Or- 'T -}-I F� CoDi_u, CRY Of Sanford Model Codes in effect: Standard HLIliding Code 1997 ad. Standard Plumbing Code 1997 ad. Standard Mechanical Code 1997 ed. National Electrical Code 1996 ad. SOO CitY Codrz) AMENDMENTS FL. Ac(,,essibijjjy Codes 1997 R. Energy 1997 07 " 1% P��N11T# 6.1-i�,J