r---- "!"l110 Hazen Evans ... ~ Project Parcel (approximately 6,603 acres) .,. < ; Florida *':. ...

Transcription

1 Project Parcel (approximately 6,63 acres) < ; Florida *:. ; $:. Ridoe Lakeood P31 lndrlor...,. ;. Fort Pie.il4 16ft91... a: i :t U> 1111flnl Aff.,. Ed,.,,1uRd;!! NE 144tnl l ndl River E$l;it NE 11 S l Port St Lucie SoN 16d St Olteechobee T3)1or Qeek. > < :::... r 78!l11 } SW!Aa llnffy ;.,,, lnc:fonton,; inch = 5 mile Sources Esri. HERE. Delorme. USGS. lntermap, increment P Corp., RCAN. Esri Japan. MET. Esri China (Hong Kong), Esri (Thailand)..., apmyl ndia. OpenStreetMap contributors. and the GS User Community4 LOCATON MAP Haen Evans Bluefield Site Evans Properties, nc. st. Lucie County

2 ::] Project Parcel (approximately 6,63 acres).. 1_ J DWM Project Area i;,,,, ) c H. LUO. CO a1.r11nc. USGS The National Map: National Boundaries Dataset, National Elevation Dataset, Geographic Names nformation System, National Hydrography Dataset, National Land Cover Database, National Structures Dataset, and National Transportation Dataset; U.S. Cenu5Boreau flgeline; HERE Road Data r _. USGS TOPOGRAPHC MAP s Haen Evans Bluefield Site 1 inch =.8 mile St. Lucie County Evans Properties, nc.

3 ::] Project Parcel (approximately 6,63 acres).j.. DWM Project Area c:j Reservoir s Haen Bluefield Site 1 inch =.8 mile St. Lucie County STE MAP Evans Properties, nc.

4 Ditch Length nterior Ditches (yello) =45,65 feet Perimeter Ditches (pink) =63, 785 feet SCALE c:::::mm::::j Mile 1 inch =. 75 mile Haen Bluefield Property Evans Properties, nc. St. Lucie County, Florida

5 D Project Parcel (approximately 6,63 acres)....j DWM Project Area Estuarine and Marine Wetland Freshater Emergent Wetland Freshater ForestedShrub Wetland Freshater Pond Lake Other Riverine s 1 inch =.8 mile Haen NATONAL WETLANDS NVENTORY MAP Bluefield Site Evans Properties, nc. St. Lucie County

6 D Project Parcel (approximately 6,63 acres)._ J DWM Project Area LJ Reservoir USACE Jurisdictional Wetlands Evans Properties, nc. 1 inch =. 7 mile St. Lucie County USACE JURSDCTONAL WETLANDS MAP s Haen Bluefield Site

7 211 mproved 211 mproved 6216 ypress 6216 Pastures Mixed Pastures 643 Wet Mixed Hard Woodland Cypress Pr Wetland 224 Mixed Hard anes 211 mproved Pasles Hardo 617Mixed Wetland 643Wet 53 Hardo,:7 Prairies Reservoirs Wetlaoo 261 Fallo W land Cypress Shrubs Cropland Past Hardo Mixed Hard Mixed 6172 Mixed Unimproved Abandoned Fieshater Shrubs Shrubs mproved Mixed Wetland Pastures Groves t.tirshesg 6172 Mixed 6172 Mixed Pastures Hardo land..11.i72 Mixed Stvubs Shrubs 6172 Mixed bs 213 Woocland Pastures 211 mproved Pastures 212 Unimproved Pastures 641 Freshater MarshesG 213 Woodland Pastures Freshater Wet MarshesS Prairies 641 Freshlller MarshesG Bay Samps 643Wet Prairies 643 Wet 6172 Mixed Prairies Shrubs s 221 Shrubs618Cabbage Citrus Palm Wetland C}(oves 6172 Mixed Shrubs Freshlller Mixed MarshesG Freshater 6172 MarshesG Mixed 641 Freshater Shrubs MarshesG 63 Wetland 261 Forested Mix Fallo Mixed Cropland Mixed Wetland 643 Wet Shrubs Hardo Prairies 617Mixed Wetland Hardo SFWMD Land Use Classifications 6172Mixed Shrubs Shrubs Prairies 611 Bay 6172 Samps Mixed Shrubs Falo Cropland 641 Freshlller MmsheslG res ater MarshesG 4271 Oak PalmF 221 Citrus Groves 221 Citrus Groves 747 Dikes and Levees 747 Dikes and Levees 747 Dikes and Levees 5 2 Chan elied Wat ay 211 mproved Pastures 53 Reservoirs 21 2 Unimproved Pastures 611 Bay Samps 21 3 Woodland Pastures 617 Mixed Wetland Hardo 221 Citrus Groves 6172 Mixed Shrubs 224 Abandoned Groves 618 Cabbage Palm Wetland 261 Fallo Cropland 621 Cypress 32 Upland Shrub and Bru 6216 Cypress Mixed Hard 321 Palmetto Prairies 625 Wet Pinelands Hydric 411 Pine Flatoods 63 Wetland Forested Mix 41 3 Sand Pine 641 Freshater MarshesG 4271 Oak Cabbage Palm F 6411 Freshater MarshesS 428 Cabbage Palm 643 Wet Prairies 51 2 Channelied Wateray 747 Dikes and Levees Freshater MarshesG Pastures 63 Wetland Forested Mix land 213 Woodand Pastures 212 Unimproved 213 Woodland Pastures 6172 Mixed Shrubs 617 Mixed Wetland Hardo D... 1 mproved Pastures Project Parcel (approximately 6,63 acres) Pastures Freshater mproved 213 MarshesG Pastures Woodland J DWM Project Area oved 617Mixed s Wetland 411 Pine Flatoods,_,... SFWMD LAND USE CLASSFCATONS s Haen Evans Bluefield Site Evans Properties, nc. 1 inch =. 7 mile St. Lucie County 221 Citrus Groves 211 mproved Pastures ures 211 mproved Pastures 213 Wood Pastes Pastures nd

8 ) NRCS Soils AnkonaUrban land complex Arents, to 5 percent slopes Arents, 45 to 65 percent slopes Arents, organic substratum Basinger sand. to 2 percent slopes Chobee loamy sand. depressional. to 1 percent slopes Floridana sand. frequently ponded. to 1 percent slopes Hallandale sand Hilolo loamy sand Kaliga muck. frequently ponded, to 1 percent slopes Lanood and Myakka sands Myakka fine sand. to 2 percent slopes Pepper and EauGallie sands Pineda sand. to 2 percent slopes Pompano sand, to 2 percent slopes Poplesand Riviera fine sand. to 2 percent slopes Riviera sand. depressional, to 1 percent slopes Samsula muck. frequently ponded. to 1 percent slopes Wabasso fine sand, gravelly substratum Wabasso sand, to 2 percent slopes Water Waveland and lmmokalee line sands WavelandLanood complex. depressional Winder loamy sand Winder sand, depressional Winder sand, shell substratum H. LUO. CO D Project Parcel (a pproximately 6,63 acres) a1.r11nc. USGS The National Map: National Boundaries Dataset, National Elevation.J.. DWM Project Area Dataset, Geographic Names nformation System, National Hydrography Dataset, National Land Cover Database, National Structures Dataset, and c:j Reservoir National Transportation Dataset; U.S. Cenu5Boreau flgeline; HERE Road Data r _. NRCS SOLS MAP s Haen Evans Bluefield Site Evans Properties, nc. 1 inch =.8 mile St. Lucie County

9 ) c D Proj ect Parcel (approximately 6,63 acres)....j DWM Project Area CJ Reservoir 9 Hydric Soils H. LUO. CO a1.r11nc. USGS The National Map: National Boundaries Dataset, National Elevation Dataset, Geographic Names nformation System, National Hydrography Dataset, National Land Cover Database, National Structures Dataset, and National Transportation Dataset; U.S. Cenu5Boreau flgeline; HERE Road Data r _. HYDRC SOLS MAP s Haen Evans Bluefield Site 1 inch =.8 mile St. Lucie County Evans Properties, nc.

10 Evans *Pfii:fi(S. NC, PREPARED FOR: EVANS PROPERTES, NC. NE 12TH STREET N m... N i m c m (fl m... N ::i )> < m c m n )> Gl Zm )> ;o r :;: ;o )> o )> < n ;o )> ;o )> O Q Gl m ṟ m i3 )> FEBRUARY o DESGN PREPARED BY: HAZEN AND SAWYER 211 CORPORATE BOULEVARD, SUTE 31 BOCA RATON, FLORDA LCENSE NO. : 2771 HAZEN PROJECT

11 NDEX OF DRAWNGS DWG NO DESCRPTON GENERAL G1 G2 COVER SH EET DRAW NG NDEX AND GENERAL NOTES CVL C VL G1 G2 G3 G4 GOS OVERALL PLAN GENERAL SECTONS GENERAL SECTONS CULVERT DETALS SP LLWAY DETALS COl STE PLAN BEGNNNG STATON + END STATON 52+ C2 STE PLAN BEGNNNG STATON 52+ END STATON 13+ C3 STE PLAN BEGNNNG STATON 13+ END STATON C4 STE PLAN BEGNNNG STATON END STATON COS STE PLAN BEGNNNG STATON END STATON C6 STE PLAN BEGNNNG STATON END STATON 446+ C7 STE PLAN BEGNNNG STATON 446+ END STATON 524+ COS STE PLAN BEGNNNG STATON 524+ END STATON 62+ cog STE PLAN BEGNNNG STATON 62+ END STATON 68+ C1 STE PLAN BEGNNNG STATON 68+ END STATON 735+ C11 STE PLAN BEGNNNG STATON 735+ END STATON 813+ C12 STE PLAN BEGNNNG STATON 813+ END STATON 859+ C13 STE PLAN GRADNG FPL EASEMENT CVL: PUMP STATONS PSC1 PSC2 PSC3 PSC4 PSC5 PSC6 BLUEF ELD PUMP STATONS KEY MAP BLUEF ELD PUMP STATONS GENERAL NOTES BLUEF ELD PUMP STATON NO. 2 PLAN BLUEF ELD PUMP STATON NO. 3 PLAN BLUEF ELD PUMP STATON NO. 4 PLAN BLUEFELD BLOCK B1 PUMP STATON PLAN MECHANCAL BLUEFELD PUM P STATON No. 2 M1 PLAN AND SECTON BLUEFELD PUM P STATON No. 3 M2 PLAN AND SECTON BLUEFELD PUM P STATON No. 4 M3 PLAN AND SECTON BLUEFELD BLOCK B1 M4 PHOTO LLUSTRATONS i < 1...P...t :3 PROJ ECT 2i DATE: FEBRUARY ! ENGNEER: R.B.T. CONTRACT.++++! EVANS PROPERTES Haen 5 o+++1 DESGNED BY: HAZEN HAZEN NO.: ::>:.+++f1 PRELM NARY DRAW NG GENERAL :3.+++! DRAWN BY: HAZEN NO.: 1 DO NOT USE FOR DRAWNG NDEX AND GENERAL <.++++! ;;;6+++1 CHECKED BY: HAZEN CONSTRUCTON HAZEN AND SAWYER BLUEFELD GROVE WATER FARM DESGN DRAW NG %.+++f1 NOTES CORPORATE BOULEVARD, SUTE 31 NUMBER:.+++! F THS BAR DOES NOT o MEASURE 1 TH EN DRAWNG BOCA RATON, FLORDA PARCEL MODFCATONS CERTFCATE OF AUTHORZATON No. : 2771 G2 :i:: REV SSUED FOR DATE BY S NOT TO FULL SCALE 3...

12 11 BERM F BERM PROPERTY UNE + G + 11 : BERM F +., Mp B no+o :,,,, NOTES:. 1. STAT ONNG FOLLOWS APPROX MATE CANAL TOP OF BANK. SEE SHEET G2 AND G3 FOR BERM SECTONS. 2. ALL EDG E OF CANAL AND ROAD LN ES ARE APPROX MATE AN D WERE DE LNEATED USNG ORTHOMAGERY. FNAL LOCATONS SHALL BE DETER MN ED DURNG SCONSTRUCTON STAKE OUT.... N 3. ALL CURVATURE PROPOSED N THE DRAW NG S APPROX MATE. CONTRACTOR SHALL PROVDE SPECF C TURNNG RADUS CALCULATONS UPON FNALZATON OF TRAVEL PATHS.,, <( 4. VERTCAL DATUM FOR ALL ELEVATONS S NORTH AM ERCAN VERTCAL DATUM OF 1988 ( NAVO 88 ).: lr 5. BERM GEOM ETRY DETA L AT CANAL CROSSNGS TO BE NCLUD ED WTH 1 o SUBM TTAL. OVERALL PLAN 1 12 PROJ ECT ENGN EE R: CRG DESGN ED BY: ARA DRAWN BY: ARA CHECKED BY : DATE BY F THS BAR DOES NOT MEASURE 1 TH EN DRAWNG S NOT TO FULL SCALE PRELMN ARY DRAWNG DO NOT USE FOR CONSTRU CTON Haen HAZ EN AND SAWYER CORPORATE BOULEVARD, SUTE 3 1 BOCA RATON, FLOR DA CERTFCATE OF AUTHORZATON No. : DATE: EVANS PROPERTES BLUEFELD GROVE WATER FARM DESGN PARCEL MODFCATONS FEBRUARY 217 HAZEN NO. : CVL OVERALL PLAN CONTRACT NO.: DRAWNG NUM BER : GOl

13 2 BERM GEOMETRY TYPE TOP OF CANAL BENCH MAX SDE BERM EXTEROR OFFSET ELEV. SLOPE OF PROPERTY NTER O OF PROPERTY ELEV. VATON 12 MN TOP WDTH > + 1 WD!lj_R_ASl_N _G LANE WHERE 1 DCATED SURFACE COVER TOP OF BERM EL BERM A 6 FT :1 CRUSHED ROCK BERM B 6 FT :1 CRUSHED ROCK u 1 11 o.. NTERCEPT EXSTNG GRAD E BERM C 6 FT :1 CRUSHED ROCK > 7 2_ AT SP ECFED SLOPE 14)( SDs BERM D 6 FT :1 CRUSHED ROCK BERM E 6 FT :1 CRUSHED ROCK f CANAL TOP OF BANK BASELNE CJ R EFE R EN C E CANAL OFFSET 2 BERM F 6 FT :1 CRUSHED ROCK BERM G 23 FT :1 CRUSHED ROCK r... BERM H 18 FT :1 VEGETATON. 71 L_ BENCH ELEVATON TOP OF BERM ELEVATON 1 BERM 18 FT :1 VEGETATON BERM J 18 FT :1 VEGETATON OFFSET FROM BASELNE BERM K 18 FT :1 VEGETATON BERM CONDTON 1 BERM L 18 FT :1 VEGETATON BERM M 15 FT :1 VEGETATON BERM N 15 FT :1 VEGETATON BERM 15 FT :1 VEGETATON BERM P 15 FT :1 VEGETATON BERM Q 6 FT :1 VEGETATON 1 2 MN TO P WDTH BERM R 1 FT :1 VEGETATON +1 WDTH f ASSNG LANE WA ERENDCATED u v... r > CANAL TOP OF. BANK BASELNE CJ 5 1 to _.. St.op,,, v NTERCEPT EXSTNG GRADE NOTES: AT SP ECFED SLOPE. f REFERENCE CANAL OFFSET 1. ALL ELEVATONS SHOWN PER NORTH AMERCAN VERTCAL DATUM (NAVO 88). ( 3. L BENCH ELEVATON OFFSET FROM BAS ELNE BERM CONDTON 2 BERMS 185 FT E.G :1 VEGETATON 2. PASSNG LANES SHALL BE NCLUDED EVERY 5 FEET ALONG TH E BERMS. TOP OF BERM SURFACES SHALL BE STABLZED AND VEGETATED UNLESS OTH ERWSE NOTED. 2 TOP OF BE RM ELEVATON 12 MN TOP WDTH + 1 1: fi:olan E >,,, NTERCEPT EXSTNG GRADE..._ 1 1 (o.. u CANAL TOP OF c >. BANK BASELNE,,e REFERENCE CANAL OFFSET f CJ Xs1o;o 7 f AT SPECFED SLOP E L_ BE NCH ELEVATON OFFSET FROM BASELNE BERM CONDTON 3 PROJ ECT ENGNEE R: CRG Haen DATE: FEBRUARY 217 PRELMNARY DRAWNG ACE CVL CONTRACT NO.: 1 DO NOT USE FOR DESGNED BY: ACE EVANS PROPERTES HAZEN NO.: DRAWN BY: CH ECKED BY: CONSTRUCTON HAZEN ANO SAWYER BLUEFELD GROVE WATER FARM DESGN F THS BAR DOES NOT 12 1 BOCA RATON, FLORDA PARCEL MODFCATONS MEASURE 1 TH EN DRAWNG REV SSUED FOR DATE BY S NOT TO FU LL SCALE CERTFCATE OF AUTHORZATON No. : 2771 GENERAL SECTONS 211 CORPORATE BOULEVARD, SUTE 31 NUMBER: DRAWNG G2

14 2 TOP OF BE RM EL VATON 12 MN TOP WDTH > +1 WD! lj_r_asl_n _G LANE WHERE 1 DCATED u 1 11 o.. BERM GEOMETRY TYPE TOP OF CANAL BENCH MAX SDE BERM OFFSET ELEV. SLOPE ELEV. SURFACE COVER BERM A 6 FT :1 CRUSHED ROCK BERM B 6 FT :1 CRUSHED ROCK > 2_ 14)( s Ds <( f CJ BAN K BASELNE NTE RCEPT EXSTNG GRADE S PECFED SLOPE BERM C 6 FT :1 CRUSHED ROCK BERM D 6 FT :1 CRUSHED ROCK CANAL TOP OF BERM E 6 FT :1 CRUSHED ROCK AT R EFE R E NC E CANAUBAS ELNE OFFSET BERM F 6 FT :1 CRUSHED ROCK BERM G 23 FT :1 CRUSHED ROCK BERM H 18 FT :1 VEGETATON BERM 18 FT :1 VEGETATON L_ BENCH ELEVATON OFFS ET FROM BAS ELNE BERM J 18 FT :1 VEGETATON BERM CONDTON 4 BERM K 18 FT :1 VEGETATON BERM L 18 FT :1 VEGETATON BERM M 15 FT :1 VEGETATON 2 BERM N 15 FT :1 VEGETATON EXTEROR OF PROPERTY TOP OF BERM ELEVATON 12 BERM 15 FT :1 VEGETATON NTEROR OF ROPERTY BERM P 15 FT :1 VEGETATON BERM Q 6 FT :1 VEGETATON MN TOP WDTH + 1 WDTH f ASSNG LANE WA ERENDCATED BERM R 1 FT :1 VEGETATON 1 u v... r St.op,,, v NTERCEPT > CANAL TOP OF. <( BANK BASEL NE f REFE R E NC E CANAL OFFSET CJ 5. DETALS 1 to _.. BERMS 185 FT E.G :1 VEGETATON EXSTNG GRADE AT SPECFED SLOPE 1. ALL ELEVATONS SHOWN PER NORTH AM ERCAN VERTCAL DATUM ( NAVO 88). CANA UNDE RCUTTNG EX STNG NTERNAL CANAL 2. PASSNG LAN ES SHALL BE NCLUDED EVERY 5 F RE, URED, TO BE P OVD E D FEET ALONG TH E BERMS. WTH 1 o SU BMTTAll.. 3. TOP OF BERM SURFACES SHALL BE STABLZED L BENC H ELEVAT ON OFFS ET FROM BAS ELN E AN D VEGETATED UN LESS OTHE RW SE NOTED. BERM CONDTON 5 NOTES: PROJ ECT ENGNEE R: CRG Haen DATE: FEBRUARY 217 PRELMNARY DRAWNG ACE CVL CONTRACT NO.: 1 DO NOT USE FOR DESGNED BY: ACE EVANS PROPERTES HAZE N NO.: DRAWN BY: CH ECK ED BY: ### CONSTRUCTON HAZEN AN D SAWYER BLUEFELD GROVE WATER FARM DESGN F THS BAR DO ES NOT BOCA RATON, FLORDA PARCEL MODFCATONS MEASU RE 1 TH EN DRAW NG REV SSUED FOR DATE BY S NOT TO FU LL SCALE CERTFCATE OF AUTHORZATON No. : 2771 GENERAL SECTONS 21 1 CORPORATE BOU LEVARD, SUTE 3 1 NUMBE R: DRAWNG G3

15 3: 1 MAX. MN, 12 TOP OF ERM PROPOSED SURFACE (VARES) 3 :1 MAX. _llltw_lll i1 _ _ o M N. 4 :1 AROUND CU LVERT PPE,, ::.,. D 1 TTrlllTcl 9 CORRUGATE D META L PPE,::;:;:;_,. L._,! 4 :1 AROUN D CU LVERT 7 PE 1 H A L FS E CT ON OF P PE, APP LY FLASHBOARDS VERTCALLY AS NEEDED V H ( NVERT OF FLASH BOARDS).....s... NOTES: 1. SEE PLAN FOR LOCATONS 2. RP RAP EXPOS ED AREA OF PPES 3. SLOPE A LL GRADE BELOW NVERTS AT 1:1 TO MEET EX STNG CANALPOO L BOTTOM ELEVATONS. 4. CONTRACTOR SHA LL DAYLGHT PROPOSED CU LVERTS AT TOE OF SLOPE OF PROPOSED BERMS SO AS TO MEET THE BERM CONSTRUCTON CRTERA ON SHEET G1 FOR THE GVEN LOCATON 5. EROSON PROTECTON, SEEPAGE CONTROL, AND TRASH RACK SPECFCATONS TO BE PROVD ED AT 1 o DE SGN. 6 M N. ANTSEEP COLLAR (SEE DETA L 4 CONCRETE BE DDNG SURROUNDNG PPE ( SEE G43) DETAL G41 CULVERT WTH FLASH BOARD RSER STRUCTURE DETAL G43 CONCRETE BEDDNG PROPOSED SURFACE (VARES) MN. 12 TOP OF BERM 3:1 MAX. CORRUGATED METALPPE 3 :1 MAX.. ;,,ill== B % M N. 4 :1 AROUND CU LVERT 7PE,,,r. u;;:i_, 1=,m...,mrTT : 1 AROUND CU LVERT PPE 1 D. :1, _ 2 EX STNG CANAL OR POO L BOTTOM ROCK TOE ANTSEEP COLLAR ( SEE DETAL 4 ) 1 : 1 EX STNG CANAL OR POO L BOTTOM a DETAL G42 NO RSER STRUCTURES DETAL G44 SEEPAGE CONTROL DETALS PENDNG PROPOSED CULVERT DETALS BLUEFELD. D. NO. BARRELS PPE MATERAL DAMETER A B 1 1 C.M.P C.M.P C.M.P c DMENSON D E F G H.5 FTFT TBD TBD TBD TBD.5 FTFT TBD TBD TBD TBD.5 FTFT TBD TBD TBD TBD Haen HAZEN AN D SAWYER 211 CO RPORATE BOULEVARD, SUTE 31 BOCA RATON, FLORDA CERTFCATE OF AUTHORZATON No. : EVANS PROPERTES BLUEFELD GROVE WATER FARM DESGN PARCEL MODFCATONS CVL CULVERT DETALS DATE: FEBRUARY 21 7 HAZE N NO.: CONTRACT NO.: 1 DRAW NG NUMBER: G4

16 NOTES: 1. F EMERG ENCY SPLLWAY CHANNEL S LOCATED N CUT CONDTONS, THE FLOW PATH CAN BE VEGETATED. F EMERG ENCY SP LLWAY S LOCATED N FLL CON DTONS, THE FLOW CHANN EL AND TOE OF FLOW SDE SLOPES N THE CHANNEL SHALL BE ARMORED WTH RPRAP. 2. SPLLWAY RE NFORCEMENT AN D GRADNG DETALS WLL BE PROVDED WTH THE 1 o DES GN SUBMTTAL. SPLLWAY WE R LENGTH r2. o MAX. 2.QOo MAX. 1.,,..,..,.,.. =rr,r=i::cr1tt11_tt r=i1:::::::1til.,.,,.,.. 1r rl11=l rr1=1rr=11m1 11=r11rr= 1 FT. 3 MAX FREEBOARD ;.._ 111=11 1 DEPTH , 11 1tL::n:ill,,,_111,,,_111,,,_111,,,_111,,,_111,,,_111,,,_111,,,_111,,,11lU MAX PERMANENT POO L DEPTH A B c D PROPOSED SPLLWAY DETALS BLUEFELD PROPERTY DMENSON STATONNG DMENSON SPLLWAY LOCATON WER LENGTH A B c D EAST SDE OF PROPERTY 1 FT 26.5 FT FT EMERGENCY SPLLWAY LONGTUDNAL PROFLE NTS CRUSHED STON E WER SURFACE TOP OF BE RM, M N D, AX TE EXT CHANNEL SLOPE 3 _:: NTO EX STNG GRADE, 3 : 1 MAX, TE N AT EX STNG SLOPE AS NECESSARY TO AVOD EAS EMENT AN D CANAL MPACTS ,: :111,,111,,111,,111,,111, ll_l_l,c111, _.::::: , 12 WDTH,111, ff=lll;=l l , EMERGENCY SPLLWAY SECTON VEW NTS SSUED FOR DATE BY PROJECT ENGNEER: CRG Haen DATE : FEBRUARY 217 PRELMNARY DRAWNG DRAWN BY: ARA CVL CONTRACT NO. : 1 DO NOT USE FOR EVANS PROPERTES DES GNED BY: ARA HAZEN NO.: CHECKED BY: CONSTRUCTON SPLLWAY DETALS HAZEN AND SAWYER BLUEFELD GROVE WATER FARM DESGN DRAW NG 2 11 CORPORATE BOULEVARD, SUTE 31 NUMBER: F TH S BAR DOES NOT BOCA RATON, FLORDA PARCEL MODFCATONS MEASU RE 1 THEN DRAW NG S NOT TO FU LL SCALE CERTFCATE OF AUTHORZATON No. : 2771 GS

17 NOTES: 1. THS KEYMAP PROVDES NORTHNG AND EASTNG LOCATONS FOR THE CENTER OF EXSTNG STRUCTURES LOCATED WTHN THE BLUEFELD GROVE WATER FARM AREA. EACH OF THESE STRUCTURES CONTAN ETHER DESEL STORAGE STRUCTURE 9 TANKS, AX AL FLOW PUMPS OR BOTH, WHCH REQU RE RELOCATON BY THE CONTRACTOR. STRUCTURE 1 2. DRANAGE STATON TO SERVE LOCALZED FLOW N FPL EASEMENT. NOT NCLUDED N 5 PERCENT DESGN STRUCTURE 11 BLOCK B1 NAME NORTHNG EASTNG 15613S S S S 16S S8 1716S S.75 STRUCTURE , S32 1S547 1S5SO 1S Sl S4 784S4S SS S S BLOCK B S PUMP STATON No S STRUCTURE STRUCTURE :::,.!!!!!!!!!!!!!!!!!!! ;..,,,,,,,,,,.,,,., STRUCTURE 6 PUMP STATON No 2 PUMP STATON No 3 PUMP STATON No. 4 PUMP STATON No STRUCTURE 1 STRUCTURE S S3 7942S.41 STRUCTURE STRUCTURE S.27 STRUCTURE S6.1 STRUCTURE S STRUCTURE S2 STRUCTURE 1 STRUCTURE 2 STRUCTURE 8 STRUCTURE S S44.81 STRUCTURE 1 17S S68.65 STRUCTURE PUMP STATON No. 4 PUMP STATON No. 5 DRANAGE STATON SEE NOTE 2 PUMP STATON No 3 PUMP STATON No 2 PUMP STATON No 1 ======= = ==== :::== > 9 i < 1...P...t :3 PROJ ECT R.B.T. CONTRACT 2i.._+++! EN GNEER: ! Haen EVANS PROPERTES ! PRELMNARY DRAWNG CVL ii!j._+++1 DRAWN BY: E. S.M. N...+++f1 DO NOT USE FOR BLUEFELD PUMP STATONS < HAZ EN AND SAWYER BLUEFELD GROVE WATER FARM DESGN % ! KEY MAP 211 CORPORATE BOULEVARD, SUTE 31 NUMBER: 5.._+++! F THS BAR DOES NOT o BOCA RATON, FLORDA PARCEL MODFCATONS DATE: FEBRUARY 217 o+++1 DESGNED BY: F. R.H. HAZEN NO.: CHECKED BY: J.C.K. CONSTRUCTON DRAWNG NO.: 1 3 MEASURE 1 THE N DRAWNG CERTFCATE OF AUTHORZATON No. : 2771 PSCOl ± REV SSUED FOR DATE BY S NOT TO FULL SCALE 3...

18 GENERAL NOTES EQUPMENT REMOVAL:CONTRACTOR SHALL REMOVE EXSTNG DESEL FUEL STORAGE TANKS AND PUMPS FROM LOCATONS SHOWN ON KEYMAP PSCOl. CONTRACTOR SHALL PROVDE ALL PARTS, LABOR, EQUPMENT AND COORDNATON FOR DSCONNECTNG OF AXAL FLOW PUMPS FROM EXSTNG TOP, NTERMEDATE AND LOWER SUPPORTS NCLUDNG COSTS FOR REMOVALS N SUBMERGED CONDTONS. CONTRACTOR SHALL PROVDE FOR ANY DECOUPLNG OF PUMPS FROM THER BELT DRVES AND REMOVAL OF PUMPS N A LFTNG MANNER PRESCRBED BY THE PUMP MANUFACTURER. CONTRACTOR SHALL REMOVE AND DSPOSE OF ALL DESEL FUEL N A MANNER APPROVED BY THE ENVRONMENTAL PROTECTON AGENCY PROR TO RE LOCATNG THE DRVE OR THE STORAGE TANK. N THE EVENT THAT CONTRACTOR DENTFES ANY EXSTNG CONDTON OF DESEL FUEL SPLL, CONTRACTOR SHALL MMEDATELY NOTFY EVANS PROPERTES. CONTRACTOR WLL TAKE NO ACTON TO REMEDY OR MODFY THE EXSTNG CONDTON WTHOUT DRECTON FROM AN EVANS PROPERTES REPRESENTATVE. N THE EVENT THAT THE CONTRACTOR CREATES ANY DESEL FUE L SPLL, CONTRACTOR SHALL TAKE MMEDATE ACTON TO ELMNATE THE POTENTAL FOR ADDTONAL SPLLS AND THEN NOTFY AN EVANS PROPERTES REPRESENTATVE. CONTRACTOR SHALL UNBOLT DESEL PUMP DRVES FROM THE SLAB WHERE NECESSARY AND DECOUPLE THE DRVES FROM EXSTNG FUE L SUPPLY PPNG AND BELT DRVES. CONTRACTOR SHALL REMOVE EXSTNG DRVES USNG A LimNG MANNER AS PRESCRBED BY THE DRVE MANUFACTURERS. CONTRACTOR SHALL DE LVER FUEL STORAGE TANKS, DESEL PUMP DRVES, BELTS AND AXAL FLOW PUMPS NOT TO BE REUSED N THS PROJECT TO A STORAGE LOCATON AS DRECTED BY EVANS PROPERTES. PROR TO BEGNNNG ANY TRANSPORTATON OF EQUPMENT, CONTRACTOR SHALL PROVDE FULL VDEO DOCUMENTATON OF EXSTNG EQUPMENT CONDTONS. THE CONTRACTOR S RESPONSBLE TO DELVER EQUPMENT N THE SAME CONDTON AS DOCUMENTED. EQUPMENT REFURBSHMENT: THESE CONTRACT DOCUMENTS DENTFY 4 PUMP STATONS TO BE CONSTRUCTED OR MODFED USNG EXSTNG PUMPS AND DRVES FOR THER EQUPMENT. THE FOUR STATONS ARE DENTFED AS FOLLOWS: BLUEFELD PUMP STATON NO. 2 2 PUMPS AND DRVES BLUEFELD PUMP STATON NO. 3 1 PUMP AND DRVE BLUEFELD PUMP STATON NO. 4 2 PUMPS AND DRVES BLOCK B1 PUMP STATON 1 PUMP AND DRVE PUMP REFURBSHMENT: T S THE NTENT OF EVANS PROPERTES THAT EACH PUMP BE FULLY REFURBSHED. TO THAT END, CONTRACTOR SHALL PROVDE FOR LOADNG AND TRANSPORT OF EACH PUMP TO THE MW! DESGNATED REPAR LOCATON: VERO BEACH COUCH PUMP REPAR 777S SW 9TH STREET VERO BEACH, FL PHONE: (772) 774 EACH PUMP S TO RECEVE THE FOLLOWNG REFURBSHMENT: PUMP CASNG SHALL BE CLEANED OF ALL OL, GREASE, DRT, RUST AND TGHT AND LOOSE MLL SCA LE BY BLASTNG N ACCORDANCE WTH THE FO LLOWNG: SS PCSP WHTE METAL BALST CLEANNG AND COMPLY WTH THE VSUAL STANDARD NACE 1. ALL SPDER BEARNGS SHALL BE REPLACED N EACH PUMP. MPELLERS SHALL BE NSPECTED FOR DAMAGE, PTTNG OR CORROSON. MPELLERS SHALL BE RESTORED TO MANUFACTURER RECOMMENDED OPERATNG CONDTONS WHERE POSSBLE. WHERE MANUFACTURER RECOMMENDED CONDTONS CANNOT BE ACHEVED, MPELLERS SHALL BE REPLACED N KND. PUMP SHAFTS SHALL BE NSPECTED FOR DAMAGE, PTTNG OR CORROSON. WHERE POSSBLE, SHAFTS SHALL BE RESTORED TO MANUFACTURER RECOMMENDED OPERATNG CONDTONS. WHERE MANUFACTURER RECOMMENDED CONDTONS CANNOT BE ACHEVED, SHAFTS SHALL BE REPLACED. EXTENSON OF PUMP HOODS SHALL BE MADE WHERE REQURED TO PROVDE THE LENGTHS AS DRECTED FOR N THE MECHANCAL DRAWNGS. ADDTONAL COUPLNGS ADDED TO THE SHAFTS SHALL NOT DEGRADE THE PERFORMANCE OF THE PUMPS AT RATED CAPACTY. A LL WE LDS TO PUMP HOODS SHALL BE FULL SEAL WELDS AND PROPERLY CLEANED OF ALL WELDNG SPLATTER PROR TO PREPARNG THE PUMP CASNG FOR COATNG. BELTS SHALL BE REPLACED FOR EACH PUMP. BELTS SHALL BE SZED TO MNMUM LENGTHS SHOWN ON THE MECHANCAL DRAWNGS AND COORDNATED TO A STANDARD LENGTH PRODUCED BY THE MANUFACTURER. BELT GUARDS SHALL BE REPLACED AS DETALED N THE STRUCTURAL DRAWNGS. EACH DRVE S TO BE REFURBSHED PER MANUFACTURER RECOMMENDATONS. REFURBSHMENT SHALL NCLUDE REPLACEMENT OF EXSTNG DRVE ENDS WHERE SPECFCALLY CALLED FOR N THE MECHANCAL DRAWNGS. EXSTNG MUFFLERS SHALL BE REMOVED AND REPLACED N KND. CONTRACTOR SHALL CONSTRUCT NEW 5GALLON DOUBLE WALL CONTANMENT TANKS AT LOCATONS AS CALLED FOR N THE MECHANCAL DRAWNGS. TANKS SHALL BE STEEL DOUBLE WALL CONTANMENT TANKS AS MANUFACTURED BY STAFCO OR EQUAL. Haen EVANS PROPERTES PRELMNARY DRAWNG CVL DO NOT USE FOR BLUEFELD PUMP STATONS CONSTRUCTON HAZEN AND SAWYER BLUEFELD GROVE WATER FARM DESGN 211 CORPORATE BOULEVARD, SUTE PARCEL MODFCATONS GENERAL NOTES BOCA RATON, FLORDA CERTFCATE OF AUTHORZATON No. : 2771 DATE: FEBRUARY 217 HAZEN NO.: CONTRACT NO.: 1 DRAWNG NUMBER: PSC2

19 NOTES: F NSHED GRADE EL= CONTRACTOR TO RELOCATE EXSTNG 2, GALLON D ESEL STORAGE TANK TO STORAGE 36 FLAP GATE LOCATON AS DRECTED BY OWN ER. EX STNG PUMP STATON TO BE ADANDONED SEE NOTE S 1 AND 2.._ N = E = FT ACCESS ROAD N 2. EX STNG PUMPS AN D DRVES TO BE RELOCATE D TO NEW PUMP STATON STRUCTURE. SEE DETAL 2 AN D 3. SEE DRAW NG PSC2 FOR ADDTONAL REQU REMENTS. 1 P PE NVERT EL= 2S STEEL PPE N = E = N = E = SECTON A 1 = SO D sea N = E = N = E = D FLAT BAR GATE HANG ER * BLUEFELD PUMP STATON PLATE FRAM E No. 2 SEE DRAWNG MOl HANG ER * FOR DETALS FLAT BAR CROSS BRACNG * 4 LF OF 36 NCH STEEL PPE =.;.;,.. L = ==.... >... :.. _ _. 11.:...A:...i EL= PSC3. :, :,_ X35 CRANE STAGNG AREA GATE SEAT * N ANG LE GATE BRACK ET * COVER PLATE SAME MATE RAL AN D THCKN ESS AS PPE NOTE: FLAP GATE FOR D SCHARGE BY MW! OR EQUAL N = E = * N ACCORDANCE WTH ASTM A36 FLAP GATE FOR DSCHARGE DETAL 1 NTS BLUEFELD PUMP STATON No. 2 PLAN 1: 2 = 9 i 1= 2 o 1= 5 ci PROJECT 2i 11!+ ENG NEER: R.B.T. Haen ll!++1 11!+1 DE SGNED BY: F.R.H. EVANS PROPERTES ll!++1 = PRELMNARY DRAWNG CVL 11!+ DRAWN BY : E. S.M. DO NOT USE FOR = P.r,rt N ll!+fo1 BLUEFELD PUMP STATON No. 2 HAZEN AND SAWYER BLUEFELD GROVE WATER FARM DESGN PLAN 21 1 CORPO RATE BOULEVARD, SUTE 31 ii il 11!+ F THS BAR DOES NOT o BOCA RATON, FLORDA PARCEL MODFCATONS 11!+1 CHECKED BY: J. C.K. CONSTRUCTON DRAW NG % 11!++t NUM BER: 3 MEASURE 1 THE N DRAW NG REV SSUED FOR DATE BY S NOT TO FULL SCALE a. Ll: CERTFCATE OF AUTH ORZATON No. : 2771 DATE : HAZE N NO. : CONTRACT NO.: FEBRUARY PSC3 1

20 NOTES: 15 FT ACCESS ROAD 1. CONTRACTOR TO RELOCATE 2, GALLON DESEL STORAGE TANK TO STORAGE LOCATON AS DRECTED BY OWN ER. N 2. EX STNG PUMP TO BE RELOCATED TO NEW PUMP STAT ON STRUCTURE. SEE DETA L 2. SEE DRAW NG PSC2 FOR ADDTONAL REQUREMENTS. 36 FLAP GATE PS3 FNSHED GRADE EL = PPE NVERT EL = STEEL PPE N = E = = = P RO POS ED BLUEFELD PUMP STATON No. 3, SEE DRAW NG M2 FOR DETA LS EX STNG FUEL STORAGE FACL!lY TO BE ABAN DON ED SEE NOTE 1 SECTON A 1 = 5 PSC4,...:, 35X35 FRANE STAG NG AREA EL=3LW., >. ::..=... : :... : :.....:.., :.... A PSC4 Cl D N = E = N = E = ><1 EX STNG PUMP STATON No. 3 TO BE ADAN DON ED N = E = SEE NOTES 1 AND 2 6 LF 36 NCH STEEL PPE N = REMOVE TO EXPAND E = POND AREA > 9 i PLUG EX STNG CULVERT J BLUEFELD PUMP STATON No. 3 PLAN 1:2 1= 2 o 1= ci 1...P.,...,rt PROJ ECT R. B.T. 2l 11!+ ENG NEER: Haen DATE: FEBRUARY !++1 1!+1 DESGNED BY: F. R.H. EVANS PROPERTES HAZEN NO.: ll!++1 _o PRELMNARY DRAWNG CVL 11!+ DRAWN BY: E. S.M. CONTRACT NO.: 1 N l1!+f.1 DO NOT USE FOR BLUEFELD PUMP STATON No. 3 HAZ EN AND SAWYER BLUEFELD GROVE WATER FARM DESGN 211 CORPORATE BOULEVARD, SUTE 31 ii il 11!+ F THS BAR DOES NOT o 12 1 BOCA RATON, FLORDA PARCEL MODFCATONS PLAN 1!+1 CH ECKED BY: J. C. K. CO NSTRU CTON DRAW NG % 11!++t NUMBER: 3 MEASURE 1 THE N DRAWNG REV SSUED FOR DATE BY S NOT TO FU LL SCALE a. Ll: CERTFCATE OF AUTHORZATON No. : PSC4

21 36 FLAP GATE PS 3 FN SHED GRADE EL = 31.7 NOTES: 1. CONTRACTOR TO RELOCATE EX STNG 2, GALLON DESEL STORAG E TANK TO STORAGE LOCATON AS DRECTED BY OWNER. 2. EX STNG PUMPS AN D DR VES TO BE RELOCATED TO NEW PUMP STATON STRUCTURE. SEE DETAL 2 AN D 3. SEE DRAW NG PSC2 FOR AD DTONAL REQU REMENTS. 15 FT ACCESS ROAD PPE NVERT 36 STEE L PPE 3 N EL= 2S.5 N = E = SECTON A, 1= 5 PSC LF OF 42 NCH STEEL PPE APPROX MATE LOCATON OF EX STNG S HEET NG PROPOS ED BLUEFELD PUMP STATON No. 4, SEE DRAWNG M3 FOR DETALS N = 1628S.9 E = Bif = = 1628S N = E = N = E = RE MOVE TO EXPAND POND AREA ==== ffi2 _;;; L EX STNG PUMP STATON...:...:...Jiio.....,_ >, No. 4 TO BE ADAN DONED PSCOS SEE NOTES 1 AN D 2 t1+t....., = E = X35 CRANE STAGNG AREA EL= :.9:.._.._ 4 N = E = , BLUEFELD PUMP STATON No. 4 PLAN > 1: 2 E W 1= 2 3= < L....,.... l...t... l PROJECT l+++1 ENG NEER: R.B.T. Haen DATE: FEBRUARY 217 ci l+++1t EVANS PROPERTES +++1 DES GN ED BY : F.R.H. HAZEN NO.: PRELMNARY DRAWNG CVL ii l+++1 DRAWN BY: E. S.M. CONTRACT NO.: 1 N l+++ft DO NOT USE FOR BLUEFELD PUMP STATON No. 4 HAZEN AND SAWYER BLUEFELD GROVE WATER FARM DESGN PLAN CORPORATE BOU LEVARD, SUTE 31 <l+++1 F THS BAR DO ES NOT O BOCA RATON, FLORDA PARCEL MODFCATONS $;6+++1 CHECKED BY : J. C.K. CO NSTRU CTON DRAW NG 3 llf+1 NUMBER: 5 MEASU RE 1 THE N DRAWNG REV SSU ED FOR DATE BY S NOT TO FULL SCALE : G. CERTFCATE OF AUTH ORZATON No. : 2771 PSCOS

22 v 15 FT ACCESS ROAD N EX STNG BLUEFELD BLOCK B1 PUMP STATON. CONTRACTOR TO REHAB AND REFURBSH, SEE DRAWNG M4 FOR DETA LS N = E = j j () N = E = %... Vv <.. : c 35X35 CRANE STAGNG AREA :.., : =.. :..... : N = E = BLUEFELD BLOCK B1 PUMP STATON PLAN 1: 2 > 9 i = 2 o L... :..,...T...T...T...1 PROJECT $ 1++1 ENG NEER: R.B.T. Haen DATE : FEBRUARY LLL<1 DE SGNED BY: EVANS PROPERTES F.R.H. HAZE N NO. : ii jg!jl++1 PRELMNARY DRAWNG DRAWN BY: E. 5.M. CONTRACT NO.: 1 DO NOT USE FOR CONSTRUCTON i8; 1L.l._ c_h_ec _K_E_D_B J_.c Y= _._K. F THS BAR DOES NOT 12 1 l++1 MEASURE 1 THE N DRAW NG H A ZEN A ND SAWYER 21 1 CORPORATE BO ULEVARD, SUTE 31 BOCA RATON, FLORDA BLUEFELD GROVE WATER FARM DESGN PARCEL MODFCATONS CVL BLUEFELD BLOCK B1 PUMP STATON PLAN L! Ev:J...:; s!uedf s O R::...J...;DATE;..J...:B Y..L:S NOTTOFU:LLS C A:LE;,_...J... J... c _ER_T_F c A_T_E F_A O _u_t_h_ O_R A _T O_N_N _ o_._= 2 7_ 7...&... 1 DRAW NG NUMBER: PSC6

23 NOTES: 1. REFURB SH EX STNG 36 AX AL FLOW COUCH PU MPS, SERAL Nos 318 AN D SEE DRAW NG PSC2 FOR DETA LS. 2. REFURB SH EX STNG DETROT DESEL DRVES, SERAL Nos 6A39272 AN D 6A392727, SEE DRAW NG PSC2 FOR DETA LS. 3. SEE STRUCTU RAL DRAW NGS FOR DETA LS ON S HEETNG AN D BULD NG. NOT NCLUDED N 5 o SET. 4. MOUNT OL RESERVOR TO SHEETNG. SEE STRUCTU RAL DETALS. NOT NCLUDED N 5 o SET. A MO l 5. CONTRACTOR TO ADJUST THS DMENSON TO COORDNATE WTH PU MP SPECFC BELT LE NGTH. 6. CONTRACTOR TO COORDNATE EXACT DMENSON PER PU MP MANUFACTURER. o:_o:::: CORRUGATED METAL ROOF REFURBSHED DETROT DES EL DRVE MUFFLER TMBER SUPPORT, TYP t:;=====k==7;;;:=:{ tlr :===: =:21 HANG NG PPE SUPPORT BELT DRVE WTH BELT GUARD TO DES EL ENG NE WELDE D BELT DR VE SUPPORT L NDCATOR 166 MN, SEE NOTE 6,..+,, SEE NOTE 1 3x36 COUCH AXAL FLOW PUMP, TYP, L. F N SHED GRADE EL 31.7, v,, ):;...:; EL 32.2.,. ) >2 1 TOP OFBANK <;..._._. +==c , DR VE BELT, TYP tt1 itt.., q, 15 1 MN, SEE NOTE 6 in,, i.n lr4,1 L OL RESERVO R, SEE NOTE 4 l NV EL 2S.5 REFURBSHED 3x36 36 STEEL PPE, _ SEE DRAWNG 7,>2 COUCH AX AL FLOW PUMP SHEETNG TOP BEAM PSC3 FOR DETA LS MOUNTNG PAD MAX WATER EL SHEETNG _, 8 2 ri 1DSCHARGE TO WATER FARM, SEE DRAW NG PSC2 PUMP NTAKE EL 13. NTER MEDATE MOUNTNG PAD ko.,,. EL 12.,2(7(7 > PUMP SU PPORT 1 4 = 1 MOl) TOP PLAN 14 = 1 4 MN 5 S EE NOTE 5 MN! i ;;,E,, PROJECT 11++ ENGNEER: R.B.T. l1++11 el11+1 DESGNED BY: F.R.H t :1..1+l DRAWN BY: K.E. W. PRELMNARY DRAWNG :k l1++11 DO NOT USE FOR! L11+1 CHECK ED BY: ]. C.K. CONSTRUCTON 11++t :il1++ F THS BAR DOES NOT O 12 1 au > o; REV SSUED FOR DATE BY E MEASU RE 1 THEN DRAW NG S NOT TO FULL SCALE Haen HAZEN AND SAWYER 21 1 CORPORATE BOULEVARD, SUTE 31 BOCA RATON, FLORDA CERTFCATE OF AUTHORZATON No. : 2771 EVANS PROPERTES BLUEFELD GROVE WATER FARM DESGN PARCEL MODFCATONS BLUEFELD PUMP STATON NO. 2 MECHANCAL PLAN AND SECTON =1 11..liiiiiil_.,...1 o l....,...,...,...,..._,...t...t...1 DATE : FEBRUARY 217 HAZEN NO.: CONTRACT NO. : 1 DRAW NG NUMBE R: MOl

24 NOTES: 1. REFURB SH EX STNG 36 AX AL FLOW COUCH PU MP, SERAL No SEE DRAW NG PSC2 FOR DETA LS. 2. REFURB SH EX STNG DETROT DESEL DRVE, SERAL No 85691, SEE DRAW NG PSC2 FOR DETA LS. 3. SEE STRUCTU RAL DRAWNGS FOR DETA LS ON S HEETNG AN D BU LDNG. NOT NCLUDED N 5 o SET. 4. MOUNT OL RESERVOR TO SHEETNG. SEE STRUCTU RAL DETALS. NOT NCLUDED N 5 o SET. 5. CONTRACTOR TO ADJUST THS DMENSON TO COORDNATE WTH PU MP SPECFC BELT LE NGTH. DSCHARGE TO WATE R FARM, SEE DRAWNG PSC4 6. CONTRACTOR TO COORDNATE EXACT DMENSON PER PUMP MANUFACTURER. B 4 MN SEE NOTE 5 M2 r* N CORRUGATED METAL ROOF MUFFLER :::=========;.==H ANG NG PPE SU PPORT REFURBSHED l=r===::=======:21 BELT DRVE WTH BELT GUARD TO D ESEL ENGNE DETROT D ESEL DRVE ++ l1 TMBER SUPPORT, TYP WELDED BE LT DRVE SUPPORT OL RESERVOR, SEE NOTE 4 1,, SHEETNG TOP BEAM7 err + $ D ESEL PUMP DRVE, SEE NOTE 2 1 BELT DRV E,_ 11 M N, SEE NOTE 6 N +i 41 5 GALLON DOUB LE WALL FUEL TANK FN SHED GRADE EL 31.7 NV EL 25.5 l EL 32.2, <fc; >V};L 1,, 36 STEEL PPE, _ SEE DRAW NG PSC4 FOR DETALS MOUNTNG PAD 41 #.,, c;»>.. <o. Q>,, REFURBSHED 3X 36 COUCH AX AL FLOW PUMP MAX WATER EL SHEETNG 3X 36 COUCH AX AL FLOW PU MP, SEE NOTEl j;:pump NTAKE EL 13. NTERMEDATE MOUNTNG PAD EL12. SECTON B <%)!; P M P SUPPORT 1 4 = 1. M2 D..._J.,,l D TOE OF SLOPE!.. A B.. =:::!:: M2 TOP PLAN i 1 4 = 1 ;; E, 1 4=1,, o liiiiiil_.,...1 l...,tt1 PROJECT 11++ ENG NEER: R.B.T. l1++11 Haen DATE: FEBRUARY 217 e L11+ DES GN ED BY: F. R.H. EVANS PROPERTES HAZEN NO.: l PRELMNA RY DRAW NG BLUEFELD PUMP STATON NO, 3 :1..1+ DRAWN BY: K.E. W. CONTRACT NO.: 1 :k l1++11 DO NOT USE FOR MECHANCAL! L11+ CHECK ED BY: ]. C.K. CONSTRUCTON 11++l BLUEFELD GROVE WATER FARM DESGN DRAW NG PLAN AND SECTON : i l1++ F THS BAR DOES NOT O NUMBER: PARCEL MODFCATONS a u > o; REV SSUED FOR DATE BY E MEASU RE 1 THEN DRAW NG S NOT TO FULL SCALE HAZEN AND SAWYER 21 1 CO RPORATE BOULEVARD, SUTE 31 BOCA RATON, FLOR DA CERTFCATE OF AUTHORZATON No. : 2771 M2

25 NOTES: 1. REFURBSH EX STNG 36 AX AL FLOW COUCH PU MPS, SERAL Nos 2961 AND XXXX. SEE DRAW NG PSC2 FOR DETA LS. 2. REFURBSH EX STNG CUMMNS AND DETROT DESEL DR VES, SERAL Nos AND , SEE DRAWNG PSC2 FOR DETA LS. 3. SEE STRUCTURAL DRAW NGS FOR DETALS ON SHEET NG AND BU LDNG. NOT NC LUDED N 5 o SET. DSCHARGE TO WATER FARM, SEE DRAWNG PSC M N 4 M N c... M3 SEE NOTE 5 4. MOUNT OL RESERVOR TO SHEETNG. SEE STRUCTURAL DETALS. NOT NCLUDED N 5 o SET. 5. CONTRACTOR TO ADJUST THS DMENSON TO COORDNATE WTH PU MP SPECFC BELT LE NGTH. 6. CONTRACTOR TO COORDNATE EXACT DMENSON PER PU MP MANUFACTURER CORRUGATED METAL ROOF MUFFLER HANGNG PPE SU PPORT t;r + DESEL PU MP DRVE, TYP, SEE NOTE 2 t;i DOU BLE rj EL GALLON REFURBSHED CUMMNS AND DETROT DESEL DRVES!+ TMBER SUPPORT, TYP BELT DR VE WTH BELT GUARD TO DESEL ENGNE WELDED BELT DRVE SUPPORT S41 WALL FUEL TANK,, = OL RESERVOR, SEE NOTE M N, SEE NOTE 6 N fl; A., NV EL 25.5 COUCH )},,,_ SHEETNG TOP BEAM 36 STEEL PPE, SEE DRAWNG PSCOS FOR DETA LS MOUNTNG PAD LJ._ REFU RBSHED 3x36 AX AL FLOW PU MP MAX WATER EL x36 COUCH AX AL FLOW PU MP, S EE NOTEl 16 6 M N, SEE NOTE 6 SHEETNG NTERM EDATE MOUNTNG PAD PUMP NTAKE EL 13. EL 12.. SECTON. T O E OF SLOPE 1 c 1 4 = 1, M3. TOP PLAN 1 4 = =1 Haen DATE: FEBRUARY 217 el4+1 EVANS PROPERTES DES GN ED BY: F.R.H. HAZE N NO.: j l+l1 PRELMNARY DRAWNG BLUEFELD PUMP STATON NO. 4 ;;,..1+ DRAWN BY: K.E. W. CONTRACT NO.: 1 og l+++1! DO NOT USE FOR MECHANCAL <O ;:, L4+1 CHECK ED BY: l.c.k. CONSTRUCTON HAZEN AND SAWYER BLUEFELD GROVE WATER FARM DESGN DRAWNG PLAN AND SECTON NUMBER: =.. i =======================t=====t====i1fth S_B_A_R_D_O_E_S N O_TOl CORPORATEBOULEVARD,SUTE 31 MEASURE 1 THE N DRAW NG 2 1 BOCA RATON, FLORDA PARCEL MODFCATONS ;;L4+1 S NOTTO FULL SCALE CERTFCATE OF AUTHORZATON No. : 2771 M3 L!REV::.JS S UED;;,:FO R;_.!.D A TE;,_1..sY;_L.:,;;.:;;:,:.,;,,:;:,;,,:::::;;::::..J.1..J..L...l...

26 EX STNG METAL ROOFNG. SEE NOTE 4. EX STNG SHEET NG SYSTEM. SEE NOTE 1. EX STNG AX AL FLOW PU MP. SEE NOTE EX STNG BE LT GUARD. SEE NOTE PHOTO 1 PHOTO 2 NTS NTS NOTES: EX STNG DESEL PUMP DRVE. SEE NOTE HOUSEKEEP NG PAD, SEE NOTE 3.1 tt EX STNG DESEL STORAGE TANK. SEE NOTE 7. EX STNG D SCHARGE PPE AN D FLAPGATE. SEE NOTE RECOAT EX STNG 7FOOT LONG SHEETNG SYSTEM. SEE PSC2 FOR DETALS. NOT NCLUDED N 5 o EDSGN.. 2. REFURBSH EX STNG 26X 3 COUCH AXAL FLOW PUMP, SER AL NO SEE PSC2 FOR DETALS. EXTEND PUMP HOOD N ELEVATON BY 38, APPROX MATELY 53 N LE NGTH. 3. CONSTRUCT 38 HGH EQUPMENT PAD UNDER EX STNG DESEL PU MP DRVE. SEE STRUCTU RAL DRAWNGS FOR DETALS. NOT NCLUDED N 5 o DES GN. 4. REPLAC E EX ST NG METAL ROOFNG. SEE STRUCTU RAL DRAWNGS FOR DETALS. NOT NCLUDED N 5 o DESGN. 5. RECOAT EX STNG BE LT GUARD. SEE PSC2 FOR DETALS. NOT NC LUDED N 5 o DESGN. 6. REFURBSH EX STNG DEUTZ DESEL PUMP DRVE, SERAL NO. F6 L513R. SEE PSC2 FOR DETA LS. 7. REP LACE EX STNG 5 GA LLON DESEL STORAG E TANK. CONSTRUCT 38 HGH EQUPMENT PAD UNDER NEW STORAG E TANK. SEE PSC2 AN D STRUCTU RAL DRAWNGS FOR DETALS. NOT NCLUDED N 5 o DESGN. 8. RECOAT EX STNG STEEL DSCHARGE PPE WHERE EXPOSED. REHAB EX STNG DSCHARGE PPNG. REP LACE EX STNG FLAP GATE. SEE PSC2 FOR DETALS. NOT NC LUDED N 5 o DESGN. 9. MODFY BULDNG SCREE N NG TO ACCOM MODATE REV SED ENT RY OF BELT AN D GUARD. PHOTO 3 NTS PHOTO 4 NTS Haen EVANS PROPERTES 1++1 DES GN ED BY: F. R.H. HAZE N NO.: ell++11 BLUEFELD BLOCK B1 No DATE: FEBRUARY 217 PRELMNARY DRAWNG ti s 11++ DRAWN BY: K.E. W. CONTRACT NO.: 1 l+++11 DO NOT USE FOR MECHANCAL ;:;o1++1 CHECK ED BY: ]. C.K. CONSTRUCTON HAZEN AND SAWYER BLUEFELD GROVE WATER FARM DESGN DRAWNG %611++l PHOTO LLUSTRATONS 21 1 CORPORATE BOULEVARD, SUTE 31 NUMBER: e 11++ F THS BAR DOES NOT O 12 1 BOCA RATON, FLORDA PARCEL MODFCATONS ;_ MEASURE 1 THE N DRAW NG CERTFCATE OF AUTHORZATON No. : 2771 M4 S REV SSUED FOR DATE BY S NOT TO FULL SCALE : E