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HomeMy WebLinkAboutTurtle Reef Phase 1 (Water & Sewer)MON/TOF W G '-r W&4 • 8' Of 6'Pvc pipe. BoTrom 2' PREFORATED Wly4 R04.Es. /NGET / / rh TOP 6.5 are PQRcQtaTianr _Pn,,,Io _ SFc A -A ATLANTIC UCEAN a :,.o Be, CO i 4.Z CHAMBER •--- °PVC TO"PCWD B'PVC . / J /o,3�6rTTrI;rl . fff1. UENT PIPE"� •N 6" W YE - G"GATE. VAl.VF eaoX (2) DETA .- NrS. i 1. C3NGR_ETE,- APRoy DETAIL i B �MOn!/TOR l � �PiER`E OF G. VolPE� o T4 / i / j n NOTE A FOND P SEWAGE TREATMENr PaANT SHALL B£ FfNCG'D W/TN C.' HICH FENCE. 2,. EMBANXME/✓T`S SNAL, 9E SEEPED OR 50.0TJED FROM OU7510.1 TOE TO /FOOT VVATER METER f /''/PING A meter n 1 , nema 3 control /bo duplex -electrical a control pdnel j ME _plan view 2y° conduit for wiring channel only r covers by lift sta. manufacturer metal cover -hinged 4 bars 6" o/c each way r , precast valve box vent pipe 3- x3- x 3-6 _1TITITj(T pump lifting chain g 8- --2" galv pipe guide rails 3) ,0, a U31-011> �'. 4TT C— (71 0 I _fore main I - j 4wall 15'-0" inside diailater _wet well i thickness influent pipe elev. 1.0 ; \ re'cost wet well I \ I It hydraulically seale _ d sharge flange no mechanical contact, self cleaning j ITT i I dA I model S S L submersible sewage pump 12 T -- . — - . -- n � pad reinforcing : 4� 4 bars @ 8 �-- --o � a/c each way section a -a r flashing alarm light nema 3 control steel plate cover (hinged , 32"x50°) -_- top elev. --- ,_k-6.0 l I��! wiring channel 2° galy. pipe gut rails I I i I I I I I I I I I. LIFT STATION REQUIREMENTS 50 GPM AT 15' TDH. I , 2. ELECTRICAL CONTROL PANEL, BREAKERS AND STARTERS BY LIFT STATION CONTRACTOR, 3. OWNER TO PROVIDE ELECTRICAL SERVICE (METER POLE, METER,WIRE, AND CONDUIT TO CONTROL 4, PUA-S TO BE, HYDR-O-MATIC (HYDR-O-RAIL TYPE), MODEL S S L , OR EQUAL. 5. CONTROL. PANEL TO BE BY SAME MANUFACTURER AS PU UPS. ! 6 LIFT STATION HAS BEEN CHECKED FOR F 0 ,N I alarm level4j j o turn on level h_O 25 two pumps pump 81 rail' turn -on-level-(-)0.25 support brackets one pump I J � I i um & rail supporti P inc Judi - plate P i , turn -off -level (-)1.25 ^ section b-b L TAT ION . 7. ALL CONCRETE TO HAVE MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS B. CONCRETE REINFORCEMENT TO BE STRUCTURAL GRADE NEW BILLET STEEL (33,000 PSI). 9. PUMP MOTORS TO BE 3✓4 HP, 1150 R P M, 120/208 V, IPH, 60 HZ. 10. PROVIDE ELAPSED TIME METERS FOR EACH PUMP. v bottom elev (-) 2.42 N075 : %/- Is 5TA7,,)1v /5 S/ZEO /=0R �XPECT�O .4VE1?AG, OA/L Y Fop yy C)f �2 4� 5 t7 GPO. 3 01 ' =<� ;. f EB ! 3 1976 TURTLE REEF H'UTCHINSON ISLAND, FLORIDA C:�E NIEES, MCAM)MUIRY 4 ASSCCIATES. INC. �ngfneers -- Pcofession�-1 [ h f,soi}e Bi d—finq 5TUART, FLORIDA 33494 - DRAWN B�'. MCD LATE � Feb' I97'. PRO)ECT No.76I OI SHEET' r� t of CHECKED: SCALE I" = I'- O" ' IPTION pnTE duplex pumping station ONS — -- OE iiY.1C:C I I. Ail lT "tr Y T, i, � "T, 'AN-, 65 "pu 'W Ij _30 l' 'o ITT IT �C 1 ST. LUCIE COUNTY ENGINEERING DEPARTMENT THIS DOCUMENT HAS BEEN REVIEWED WITH RESPECT TO COUNTY ENGINEERING REQUIREMENTS AND. 0 IS APPROVED ❑ IS APPROVED AS NOTED ❑ IS NOT APPROVED ❑ SHALL BE REVISED & RE- SUBMITTED SHOULD ACTUAL SITE CONDITIONS DIFFER FROM THOSE RE- PRESENTED HEREIN, ANY APPROVALS HEREON ARE NULL AND VOID AND CONSTRUCTION OF IMPROVEMENTS COVERED Bf SUCH APPROVAL SHALL CEASE UNTIL PLANS HAVE BEE.1 RE. APPROVED BY THE COUNTY ENGINEER. APPROVAL DOES NOT RELIEVE THE DESIGNING ENGINEER OF RESPONSIBILITY FOR CORRELATION OF ALL DETAILS, DIMEN. SIONS, AND CONDITIONS; NOR DOES IT RELIEVE THE COi1- STRUCTOR FROM CONFORMING TO APPLICABLE COUNTY P.E- QUIREMENTS UNLESS SO NOTED HEREON BY COUNTY ENGINEER CDUNIT ENGINEER4 ... ST. LUCIE COUNTY ENGINEERING OLPT. FEB 14 137A� Rout? ! T, Init. I � v G�('ASSti r qq�g'- i GRAVEL 8 R STREET SECTIONS SCALE I"=5' 2O, ,,4, s-- SECTION kA $ -0' SECTION B—B DRIVEWAY DETAIL SCALE: 1"=10 — CONCRETE CURB a GUTTER SCALE 1"= I' PAVING SPECIFICATIONS SURFACE - /- wpE I ASPNALT/C CONC. BASE - &11 COMPACTED L/MEROCK SL)8 $ASE - 8" STAB/L/ZED TO FLA. B.V. 50 v N -- — - - — — — -- 1 /4 ICOVREA I PAA'K/NIG tPACIES - _ - - i2 S,PACf� -4 _ I -' I I I I i I I I I 41" N �II N COVER D 1 I P.�RK/,r/G �PAC�S I 2 21 SPbcE S1 i — 9 G a SEf .SWEET NO. A-4 FOR CAA(ORr OFTAILS 8 �O qOVEIPEU I PARKING St'ACES I) 4-1,// 110, STATE ROAD A I A N� N � ROAD AND PARKING LAYOUT SCALE: i"=30' :ST. LUCIE COUNff ENGINEERING DEPARTn9E TH'S DOCUMENT HAS BEEN REVIEWED WITH RESPEC' CCUNTY ENGINEERING REQUIREMENTS AND: IS APPROVED ❑ IS APPROVED AS NOTE ❑ IS NOT APPROVED ❑ SHALL BE REVISED i SUBMITTED SHOULD ACTUAL SITE CONDITIONS DIFFER FROM THOSI PRESENTED HEREIN, ANY APPROVALS HEREON ARE NULL VOID AND CONSTRUCTION OF IMPROVEMENTS COVERE' SUCH APPROVAL SHALL CEASE UNTIL PLANS HWE BEE: APPROVED BY THE COUNTY ENGINEER. APPROVAL DOES NOT RELIEVE THE DESIGNING ENGIN_; RESPONSIBILITY FOR CORRELATION OF ALL DETAILS, DI SIGNS, AND CONDITIONS; NOR DOES IT RELIEVE THE STRUOTOR FROM CONFORMING TO APPLICABLE COUNT) QUIREMENTS UNLESS SO NOTED HEREON BY COUNTY FNGi lY� T(L)IRTLE RE ' iiUTTur"II SIO IS). -AND, FLORIDA Vs A. 1 Cng PporLSSIMAL. EXCHANGE Nl�'.t.tr.nly: t`YLtJ.its, ��.iiFu".:Er<, n Mr,,; I STATE: MAY 197 3 1 PROJECT W. SHEET - 9IEXY +,I SCALEAS SHOWN � (� / �til7�avcE R urS h `2vw -,A E I STREET 51e PARKING .. L 0 T SEVEN I"SURFACE T 71v �, _ C i 0 It Iz T PO 0L / /2'- 4 �/2" M/N/MUM S'-_0" M//d. M/N. 5'-0" MIA/ IVYTYP) 8.17 3'-0 LONG x 2� 4" STD. D.O.T. TYPE "C"GRATE _ INDEX N0.5046-A OR EQUAL. ALTERNATE A y SERIES OF 2 GRATES FOR Co'-O"LENGTH WITH - l2'-O" LENGTH OF CONCRETE SLAB, CONT!/JUOUS BEAR/NG ANGLE , 2"x2"x %4" ALVAA/ ZE- TOP Of GRATE REV 7.0 M.S.L. (MfN.� W�(5)- 3/B„ a 793 �— ¢ ANCHORS P 2'-O" O.C. WELDED A 7 A tIC' !"Ie.7j " Zl/4" 2/4n 7 ANGLE W13/16" FILLET ALL AROUND RE/NFpRCED C�NC SLAB POOL TERRACE 8 29B —� SLOPE'/2" f— SLOPE %2" /" SURFACE 2 -. _ 7 ' 4 7EMPSTEEL b 18"O.0 #5 BARS CZ) G" O. C. — I / A • O #3-�AR�CbFIf— �s M �"B SE `� q �T't/� 7�8 ' tirs� 2'-O" G" ONE LAYER 90#- — a ROOFING PAPERLi O t 31,q WA COMPACTED o WAS{JED GRAVEL A�!' O,P qS sF F r . Q 0 A L I BOTTOM of s -' ��� %� '� - c� `56 "S' ST. LUCIE COUNTY ENGINEERING DEPARTMENT SLAB BEYONDTT 8" CONC. BLOCK W/TN VERT �I 1l /' % THIS DOCUMENT HAS BEEN REVIEWED WITH RESPECT TO — 1 JOINT LEFT OPEN 3/B" / O/ ENGINEERINGREQUIREMENTS 7.89 _ 7gg 750 � ❑JIS APP OVED R!❑SAPPROVED AS NOTED s - - - — -- NOT APPROVED -- 76 / ❑ IS [I SHALL BE REVISED L RE 1 I -�-- I O SUBMITTED SHOULD ACTUAL SITE CONDITIONS DIFFER FROM THOSE RE- ! PRESENTED HEREIN, ANY APPROVALS HERECN ARE NULL AND o POROUS NATIVE . I II BEACH SAND Li — ro • o CO 0 e -a• a � i a'. • •' • 7.75 � 7 VOID AND CONSTRUCTION OF IMPROVEMENTS COVETED BI SUCH APPROVAL SHALL CEASE UNTIL PUNS HAVE BEE:! RE- APPROVED BY THE COUNTY ENGINEER. APPROVAL DOES NOT RELIEVE THE DESIGNING ENGIN_°R OF RESPONSIBILITY FOR CORRELATION OF ALL DETAILS, DIMEN. SIONS, ACD CONDITIONS: NOR DOES IT RELIEVE THE C04- ���g1_ STRUCTOR FROM CONFORMING TO APPLICABLE COUNTY P,E- 8 0 QUIREMENTS UNLESS SO NOTED HEREON YT COUNT► ENGINEER ' _ ODU111T N 763 Z52 7.32 GIAT�I EL�V. ��2� I. ,1 i i i G R A V E L-FILLED S O,A /<A GE A k E A.L ._..� --i I 8"xl6" POURED COA/C. }�8 t T—I I 11AICR ELEVi A/O. AREA TOTAL DEPTH DEPTH OF GRAVEL BOT, ELEV OF P/T ELEV. OF TOP OF GRAVEL STORAGE CAP / " 4 2 - 4 BARS GRATE ELEV 3FOOTER (TYP/CAL �� t GRATE ®I I7. GG //o' OF PE BO TOM! SO 4AG T 4'mc 7.2' OF 0 v oTTbMA GE //00 SO. FT. 3' l.5' 3.80 5.30 23/0 CUFT. --- - -�-- �_' 7 7 3, / 5, -- - G'ROSS-SECT/ON THRU SOAKAGE TRENCH NOT TO SCALE (RE/),PAWN FROA SKETCH BY Sr LUCIE CO, EA1Cr11VEERlNG DEP'T) 1' s 3.80 5.30 2100 " '7.25------------ --- 744 � O 800 " 3' 2.5 �' ' 3.80 6.30 /200 " 7.58 945 7./8 � � 7.20 Z50 7.35 O O © 534 SQ.FT. 3' 2.5' �l50 5.90 945 / Yv.9O' 80/ CU. FT SCALE /"= 30' i 1 GRADES TURTLE REEF HUTCHINSON ISLAND, FLORIDA CII ENUFS, MCNTGOMERY If ASSOCIATES, INC. Engineers p' u PROFESSIONAL EXCHANGE BUILDING . STUART, FLORIDA "P DRAWN BY: M D GATE M AY' i 9 ' 3 PROJECT NO. SHEET _ ! CHECKED: SCALE ; , ...' ! =� PHASE I GRADING a DRAINAGE 3 sg PLAN.. OF SEVEN 4 24 � 1 -'a YNI( �.�I� SLOPE 4 P,dV✓TIG �i/;'i'F 5 SURFACE - /' TYPE _U ASPHALT/,- Cl.NK. A5A 5E - C"C<>M/-ACTEO L/MERCX'K OV_,R SEC ,B -B SAND 5lG96RA0E COMPACTED -- TA 95/ OF AASNO 7'-180 MAY. Z)Z V,5/7-Y. 24 _y 1 t2 4 j 1/4%! SGQPE I14 ,/ 1 5C OPE �. 4 r: SEC. A -A TYPICAL STR ET CRn55 SfCTInNS 64 Fay. 3' 4" PL A N ` _s4 30) Co"C' BLOCK O a4 NR CUT. -- (� SECT ION OUTFALL 5ASIN 314'�-1'�" (eOR ROOF ORA/NS CON/JCNSATE� Q7 r Y/ r C A 422.// S 22*55'35'E. f l / cQ F 9 IV ii / ' / r 5 / / \ 0UTFACC OAS/� TOP 5.8 .3 1 � ro N69 l0 f( _ _ -4�4 / �� A = ��� qe r r' " o % w _ v y P " ` �'✓ AN p s Nark Pak 6 F�..0 > S J 1 -f t { NEW PAVEMENT NOTE: THE SL< THE 'ELGE 0,c RO I 4. VARIES µ/VI EF(£ SOiJ IS USE/J /✓ N::. C':w OF STORAGE ABOVE T//E ScD SOAKAGC- RCA C905S <LC, /t/NS S0A/CACaE AREAS S OA KAG E. AREA , S.F OEPTI'I, FT 57-C)KA6C- UO AREA NO, CAP., CUFL 67 0 23>0 r'350, O1200 1 1 Zoo O3 900 90o 400 200 ... O.. 400 ;. 4(oo _ /ZS / ./Z5 O9o0 _.. .. -... 1 9.00 l0 so._ i saa 1/215 / //Z5 2 400 / 404) yK 7ilAT V,0/UME 4fQU/RFD TO STORE /"OF WATER FR. /�, PtRv/ous sugFACEs- .. / SOAKAGE AREALIAR ST. LUCIE COUNTY ENGINEERING DEPARTMENT / S0 KALE ARF_A5 MAY !3E LANDSCAPED WITH . . 24' IAR£A .�\ �0 6� / THIS OOCUYE�f HAS OEM REVIEWED WITH RESPECT TO Soo, GRAVEL OR !/ — — s•t .. ' , I 525 \� .,. 12 THIS B EIIGWF HAS REQUIREMENTS AND; SAN/J as 11� _ — — SWALE t _. _,.., s.6 is X"w%D sus MATERIAL IS .FERN/c7C/S. _ IS A►PROYEO AS NOTED 6. T= ❑ R BUT AV" "T---T_ 60 S B I 2$, .6.25 \ / l^ El SMALL DE REVISER& RE- 2. 7.0 /•v0/Ca TeS F/N/SHE.O 6,PA DLS ®I vEfi AR.A 7.2 6.75 I _ ZS RIIOIRB ACTUAL SRE CONDITIONS ONFE ¢ 4 _ O O I^I� O i �IlOMfflFy 3. PARK/NG TOTAL /02 SP.4cB3 ►RESD A HEREIN, ANY NDI N FROM THOSE RE. COvER2l7 30 I N I �. O I , , ROYALS HEREON ARE NULL ARO n it 9� N010 AND OORSTRUCTIOR OF IMPROV r EMERTS COVERED BY SURFACG 72 s - 6.5 /OOI 6 5 SUCH APPROVAL SMALL CEASE UNTIL RAHS HAVE DEER RE- 4. ToTAL Os✓c't t.;wG Uw�Ts 54 !3' —.— —_O —,�' % 0 APPROVED NV Tlf COUNTY ENGIREER /( "APPROVAL DOES ROT RELIEVE THE DESIGNING ENGIRFER OF 5. THE O.O.T H,4s y0 O.BJEC7/Or4I 7-a Rfs ya.�in/G _ 7.3 RESPONSIBILITY FOR CORRELATION Oi ,O/1-'7/NAGd p/rG'i/ .or s/IOHGv Ig ALL DETAILS, OMEN. PAVEMENT NOTES FOR A -I -A TURNC)Ur N� / SIGN$ AND CONDITIONS; NOR DOES IT RELIEVE THE COR y /< ITj STRUCTOR FROM CONFORMING TO APPLICABLE COUNTY RE /. SURFACE ' 2" TYPE $--/ A9PKALT/G Co.VPPET�` 1 / T >I, 1 WIREYENfS UNIiiS Sp i1G.7Fy HEREON By COUNTY ENCIMEER tJ.: e BASE 8"<nMPAC7EO UMEROCK To 06/✓S17T ivo.-ITYP. _ TfG+1✓ 9B Y. MAX. OfNJ�7Y AS OErP.e..rnvEp BY AASS,VO T-/So. A� /A t 4 1 1 . SUg /SASE T46i2/ZED 70 LBR 40 O c�,� K A8.V 7 G,. o0 5 GBs . A1.� 17, �W Nwwry we 312' S W M PE'R 6�OClgS � a Sc]A KA CAE AREA. Li �5.0 51 7.0 4`. Wi SnA K A6E AREA .SA` /rl 1__._ 425. o' N.23-40' 3/"W. -., JAPE.¢ = 300,M7N. !i /S+D' 7QO' , - _. ___-1 Jy SO' TAPER -.IS D'Mtnl. 0 EXIST P4wEME G' A -(-A —_— - - ,� � -- --: 3 16,Fv Rev lY! HUTCHINSON ISLAND, ST. LUCIE COUNTY 6REENlEES. MMTGOME V ASSOCIATES. INC. Engineers P*OFESSIONAL .EXCHANGE BUILDING . .. STUART, FLORIDA DRAWNSY:MDATE:1'11f'1le PROlECTNo. 76/0/ SMBBET SCALE: 1" = 30 'L/�J GRADING, DRAINAGE, AND PAVING Cr �r'