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HomeMy WebLinkAbout1990 - (#45) Plans-A.. ,.+ 1 Vl\\, Ll"lAll• rll l-1t IJ &I 1.1 VLI L,L. I Li J. 110. 12. ALL SIGNAGE AND STRIPING TO BE DONE IN ACCORDANCE WITH CITY f.•:•...: 1,� ....<, c• ` / SL L� C' ems! •?,3. OF SEBASTIAN AND FLORIDA DEPARTMENT OF TRANSPORTATION / o !'`!� ♦♦ �, ♦ w 5 x 3p.8 `` STANDARDS. : 3� w �S c, ��. x3 lr�od,♦ / !'sos S' i ccnn 0 fD JL lQdp y(j, V� �, G10 / 3 ♦ i ,� ` S S ♦ Gi x3 l = o W jor IL }, w 2.: •" 3 +c2�r3/ � ! 0•? ° 3 ♦ c X ♦ x � ♦ > 'Fr ado ♦ ♦ x g t d`s6 3d / x \ •soy ♦� r ::/ rs 0� ' f N / ♦ :. 6� Y3t.8 �. ♦♦ ♦` R o ?9 9 rs�� co!! . �l� ; 19 �T•+, repo �32. ♦ rr l Oc-�o O� 91.4 f . CE 0 X•1 32 `IL p,� _ *32 ? 1 pc f !� s GEN r• 1��oposed Spot Ck- IL es Elevot�ons _ 2 ,, ♦ 3b d , os x 2 iOr Exeseti7 5•poe Elevotrons -- F` x g�' i osc ,� 33 l / ♦ 3 �' a� a. O 5•torm Woter Monwyerncrrt Troct �.M.T Sas �.., + : 3r- ♦` .� . �3a 3t ? S , - 5•tocm Orden 5'tructure 1. 0 numbcl• O t 3� .i ♦ �� `O �1�' �y ✓ewer IvN 1. 0. number 1 rs <? / I `� �� �1 � �• O) PCoAosed Coe7tovl r� �3•g is `♦o- 93; S I a I •. Y :.• ♦ �2 • � ='y_ - pro 3�.: � �0' .�,, `� I � � � Proposed' Po vernen t rs / ♦ eo Q � 5'ortitory Sewer NN O ♦ Q' �3,. rP oo, �00 �0 • P-r r (51 Ferc. Test COCOtlOn �' F� �9 ��, b !SO to o p l°vbllc (/trltty Eoeement P. U. 9 ��od Cis. QF * 32 .e le3 ♦ ♦ 32 . eo old '4Q� ♦ Zb.e sto. l�f9� O • n . i 5p 6 �5 I O a �r StQUCTUQE 5'CNE000E �o a / o s• d a 'T N. F S6 No ry,oe Inv. et7 117V. out rap Qernorfrs o�ry o �� �l ft9 l M1-*cred End 15.5 See dctoil Sht 2 Zypc E lrr lc t 15 . C, 18.8 ,. 3 r�lc X !s ?2 .�a :� / � hh I Oc ° SUMMARY-OFS� • ( b� I V ' QUANTITIES �� o� 3 Mi tcrcd Ec7d 15.5 . _ SEWER err F�� �♦ *L1• `�l •0 9 R� r I Q I Q. r e r Inlet 15. l0 18" 8 � ;. yP ITEM DESCRIPTION UNIT ' QUANTITY P�i ���� • r, 1. SANITARY SEWER MANHOLES EA. 5 2. 8" PVC SANITARY SEWER MAIN L.F. 1403 049i41"44`16 AWA/ d 1 i! 5 0 q5 �U tc 3. 3" PVC SANITARY FORCE MAIN L.F. •1600 - t9 O 4. r I ti 4. 8" X 3" T.S. & VALVE ` 5. LIFT STATION b VALVE PIT EA. 1 $cole: I �� - 50� ♦ �` • 6. 6" PVC SANITARY SEWER LINE L.F. 380' �t f.9 t ' Q ` T. DOUBLE SANITARY SEWER EA. 10 I z 8. -SINGLE.SANITARY SEWER EA. 1 !,S rye Pj, 0 .. - ?S � s PAVING -AND DRAINAGE I ITEM DESCRIPTION UNIT QUANTITY I { 1. 1h TYPE S-1 .ASPNACI S.Y. 3920 t D E S C R I P T I O N Pura Stoteon � !/olvc t `° 2. 6 LIMEROCK OR COQUINA BASE S.Y. 4085 - P! �5' C C'7 - • 3. 6" STABILIZED SUBGRADE S.Y. 5230 . t C5ec 17 et ) v 4. MITERED ENDS EA- 2 CZ r A _PARCEL OF LAND SITUATE I N A PORTION OF THE NORTHEAST. 5'toblllzed occess Qood. 5. 2Q x 38 E.CA,t4 L.F. 95 H to 9to t w " " C n tr �0",ebeo&et !tft ton. flUARTER OF SECTION 7,TOWNSHIP 31 SOUTH, RANGE 39 EAST, INDIAN 6. TYPE E INLET EA. -` 2 F O � uct well - _ FLORIDA, EING MORE PARTICULARLY R 7: soD _s.F, 6aoo fot pose bib �' <1ft Stotlon b t RIVER COUNTY, BDESCRIBED AS I FOLLOWS I i `► e 8E1VCN 1V1A1?l! 1Vo11 �n t O ; OFF -SITE OLD DIXIE HIGHWAY powCr POlc l8 [YOlt17 THE NORTH HALF OF THE SOUTH HALF OF THE NORTHWEST QUARTER OF. THE ITEM DESCRIPTION UNIT UANTITY of the Noe-theo6terl Core7Cl'Of Q y .,,, • the _ . ,... ; �; . SAID NORTHEAST QUARTER OF SECTION 7 AND THE NORTH HALF OF THE - Flott Plot Elev ?1.7d ki • 1. 1� TYPE S-1 AS?NACT • S.Y. 5220 QUARTER OF THE SAID NORTHEAST ART R - SOUTH HALE OF THE NORTHEASTQU E r. 6 LIMEROCK ,OR COQUINA BASE S.Y. 5486 3. 6" STABILIZED•SUBGRADE. S.Y. 8780ET,:_¢ OF SECT I ©N 7. ALL LYING WEST OF THE WESTERLY. RIGHT-OF-WAY OF OLD S H E 4. SOD 9967 DIXIE HIGHWAY. 5. 12- C.A.P Z.F. 6. MITERED ENDWALLS EA. 10 CONTAINING 10.41 ACRES, MORE OR LESS. or ,! - _-_loon � ..... :.i .... is - .. yG� .l, y .t : r >: S $ t PLATE 2-DOUBLE PLAN AND PROFILE-iruLL LINE 'VeTELEDYNE PRINTED IN U.S.A. 1VIOQCf e641 Y IAWSTRIoOt P4424k r JIM 0 } m c o Y Y V V w3 W 0 W W > O � O — he Q m d LLA o 0 Z Z 1 30 a IW ,.. W W Z H . 0 V 0 us W p y, Z W W a ti 0 - oe 09 Y 0 /�� toV W � 0 O Z Z to 13 I 8116 --- a x `too S.1V1. � Nu PrvPosed �wole V, 7yptc0l 5ewe� rynrco! Ce ft l-Zrg t o SeUI C'C (Sec Q O n� s ` %� cc r 9 ro 8 S 2 56901100"E N 11 3.51' G '1 Q 3 d o N rfl a� 'U cEa- Y NQ oo .Ji 1 I I Cn n, w M ` Q i S.M.T. 13 1G 17 18 19 20 21 ?Z 1 0 -- 1Z' S'tobl1aed 4ccess Road - av � ` 7o Lrft 5totlon Pump 5'toteon vco ve P4 64 At Pit (5Ce 5hcet C-7) Scale : l "= 50 HIGHWAY L AIU �J FICEI ♦►{ OM V H` �/ a I \ • Y !�IU i \.� \ AG '-• f�1YS Y� �I _ PLATE 1-SINGLE PLANAN AND PROFILE -FULL LINE 44 ' 9PTEL.EDIYNE PRINTED IN U.S.A. e—Le -- - Cety of 5'cbasflortdo Q of 7 ' wVCCC✓ VLL • •vcf VCIi'V '-a 12 ` Vorics 12 to, Solid Sod t 900 � �90 o i i Q W 0 CD a alw... W 60' Q1 W lZ1W (� a W _ ld' 1Q, OW Z N F o LL O 'n {� z p = a Varics Varies d' ?Q' 'd VorleS Vorlts Q N o W a o 6wolc Qoodwoy Swolc Z z u in o Sol 'o' Sod b 601 id Sod a o h h m § VALVE 80X~ Glfvc(( c- c cvvv Nccvir Typ)1 7- TYPE II - Y �j b z low ne o .. SECTION B-B IN er o a�� cu b TYPE E �. w Straight Bars 2'x� Reli,.uline Bars 12a z� Bands l r "x f NOTE : 41cfcr -to f. D. 0. 1- lRoodwoU E Iroff., PLAN Approx. weigh, 215 r . ' 8. 8� b 1 LHIV i 3✓4=`REDUCED PRESSURE 3/4"GATE VALVE 3/411 BRONZE TURNED — DOWN HOSE BIBB 'SACKFLOW PREVENTER _ -H D ING {— S.S. STRAP d c Lj d- -}-. 3/4`�UNfoN i #J/U bAKt GUVVtR WIRt Lo Z N 3 TEE D.I.P. GROUND. CLAMP N �, 311 -� 12 0 MIN.- FINISH GRADE t qo V +� (z) 3 J11= Ill�gl�ll • I I . i 1 l- 1 I i 11 Jh I- r • _ tll-.tr1 _i r tom- V o Z CONCRETE SUPPORT p _ _ CONDUIT TO ' I I 1 - l _ . . .I 3000 PS L .POURED AGAINST � % TRANSFORMER z 3 "x 900 I I I- 1 I I- UNDISTURBED SOIL o BEND CONDUITS TO I I ' I' w w rJ - I u o O z z Y w PUMPING STATION N I I 5/8 DLA. x 10 LONG 3 I I . COPPERWELD GROUND ROD z U w N a w w a L_ I � 6" MIN. i I =l EMERGENCY FRONT VIEW \ EMERGENCY PUMP OUT., 3 GENERATOR • MALE "KAMLOC =` OR APPROVED U '3" MIN. CLEARANCE EQUAL RECEPTACLE .: 3/4" WATER FINISH 316 SS CONTROL PANEL ,WATERTIGHT Z GRADE I ALL AROUND (TYP.) 21-0 HATCH HINGED SIDE �_ g ENCLOSURE OF STAINLESS STEEL CONSTRUCTION • SLOPE FILL GROUT TO MAIN (NEMA 3R) o m ltt� , tt�c` t,t ��l:�lt �tll �t�� �cc� �Ctl :=t�l mot►I �t(t tlt ill =-Cl► ��(I Il +. : cli tt _, �I+l ,1,�, -#4 BARS 8° O.C. BOTH WAYS FLEX CENTERLINE OF PIT : BREAKER W w a rl i I FP&L SERVICE F. �, F- N . ALARM HORN W/.RESET 12 MIN . COUPLING METER a_ W a E L E VAT I O N I I FEEDERS a CONDUITS CONTROL W N ii o CONDUIT SEAL -OFFS TO BE PANEL V z w °o PLACED WITHIN 18 OF ' o - NOTES* . ELECTRICAL ENCLOSURE z > U. 10 I. INSTALL HERSEY MODEL FDC OR MODEL NO. 2 DOUBLE CHECK VALVE ASSEMBLIES WET WELL & VALVE PIT' PLAN ►_ a U 0 BACKFLOW PREVENTION .DEVICE. PROVIDE CONDUITS FOR Q - w M . WWA APPROVALS .MaY BE . MOTOR CABLE 81 LIQUID z rn m 2. APPROVED EQUALS HAVING FULL UL, USC, ASSE, A LEVEL REGULATOR CABLEC"RU Z o 0INSTALLED ONLY AFTER SPECIFIC APPROVAL BY THE UTILITY. 5' .EAKER � �, 3. 2 SUPPORT BACKFLOW PREVENTER FROM WALL OR APPROVED PIPE SUPPORT SYSTEM. PIPE -O lll:+li�rl I I MIN Z—TO WET WELLSUPPORT SYSTEM SHALL BE BRASS, COPPER OR RIP AS APPROVED BY UTILITY. I-� TO TRANSFORMER PLAN VIEW -PTO WET WELL SIDE VIEW HOSE BIBB DETAIL STRAP ANCHORS FOR CONC. BLOCK OR BRICK CONTROL PANEL DETAILS ACCESS COVER (TYP) PIPE PEDESTAL , 4" VENT W/ 2 - 4'z 90BENDS. - UPPER GUIDE BRACKET __DOUBLE LEAF LOCKING CONTROL PANEL BY=STA.-CON INC., ELECTRIC SPECIALTY OR EQUAL PROVI DE S . S . BUG SCREEN =- W/ S.S. BOLTS ALUMINUM ACCESS DOOR, CABINET = STAINLESS STEEL 316 DOUBLE DEAD FRONT OUTER DOORS STATION HARDWARE BILCO TYPE JD -AL OR MAIN , VOLTAGE • 230 V (PER STATION) SINGLE LEAF LOCKING ALUMINUM "• APPROVED EQUAL WI RATING: NEMA 3R ACCESS DOOR, BILCO TYPE J-AL SAFETY CHAINS BOTH REQUIRED EQUIPMENT: • UPPER GUIDE BAR BRACKET 2 REQ'D. - ALUM. OR S.S. - OR APPROVED EQUAL �; � . ENDS & S.S. HARDWARE . •LIGHTNING. ARRESTORS � *ELAPSED TIME METERS , • 211 DIA... GUIDE RAILS 4 REQID..- S.S.,0.15 MIN. WALL THICKNESS _ - - - _ - SEE ENDS a FOR ORIENTATION- • MAIN aEMERGENCY CIRCUIT BREAKERS -• PUMP RUNNING LIGHTS - - SAFETY SAFETY HOOK FOR LIFTING CABLES 2 REQ D.- S.S. 11 • LIFT CABLE 2 REQ1D.- S.S., 5/16 DIA. GROUT WATER TIGHT J - OF DOORS. , , •MOTOR BREAKERS • HOA SWITCHES • MOTOR STARTERS • PUMP ALTERNATING RELAY .r • CABLE HOLDERS 2 REQ D.- S.S. z •SOLID STATE OVERLOAD RELAYS •ALTERNATOR TEST SWITCH 8 REQ D.- S.S. n Q ANCHOR BOLTS FOR BASE ELBOWS , 11 11 2 SCH 80 PVC CONDUIT a_ RECEPTACLE a CONTROL CIRCUIT. BREAKER- 110 V. GROUND FAULT RECEPTACLE • HALLIDAY PRODUCTS INC. ACCESS COVERS 2 REQ D.- 30 x 48 ALUM. COVER EMERGENCY PUMP OUT • EMERGENCY GENERATOR RECEPTACLE • RED FAILURE LIGHT • 1 W/S.S. HARDWARE O 8�1 TOP - NAME PLAT6e FOR PUMP AND MOTOR 2 REQ D. —16 GAUGE S.S. -PHASE MONITOR, ONE FOR EACH PUMP • ALARM HORN WITH RESET SLOPE GROUND AWAY � - 1 ,' .e . _ .o . , - •SEAL FAILURE RELAYS W/ INDICATOR .LIGHT • :THERMAL OVERLOAD TERMINALS FROM FINISHED TOP r =1 Jii' p - A .' III=U1 Il►= ---- rtt=ttl-tll a • NEUTRAL BLOCK • GROUND LUG ,�t= I tit „ OVERLOAD RESET BUTTONS 24 VOLT FLOAT CONTROL SPARE .PARTS TO BE SUPPLIED = 11 ' ur�►►� j 1/ Pvc #4 BARS_. AT 6 O.C. 2"L.R.SCHEDULE 80 PVC " •' � •' SHOP DRAWINGS OF THE. PANEL AND ITS COMPONENTS TO BE SUBMITTED 6 2 (PER PUMP) : ,, n HATCH DRAT EACH WAY TO THE ENGINEER FOR APPROVAL BEFORE FABRICATION. • SWEEP ELBOW 3 xl rQ Qcducet � �_ PUMP IMPELLER 4 3 P.V. O A SET MECHANICAL SHAFT SEALS, UPPER J31 LOWER INSTALL f SET OF LOWER BEARINGS 2'I PVC PIPE THROUGH WALL SET OF UPPER BEARINGS B SEAL WITH APPROVED 'TYPE —'' 1. THE CONTRACTOR SHALL PROVIDE A WELL POINT SYSTEM TO CONSTRUCT THE RELAY OF EACH TYPE IN CONTROL PANES DUCT SEAL INSIDE WET WELL „ E� PUMP STATION IN A DRY HOLE. I SET OF ALL SPECIAL TOOLS IN A STEEL TOOL CHEST W/ LOCK a 3 ALIKE KEYS o ( I2 6 MIN. 2. ALL CONCRETE SHALL BE 3500 PSI,TYPE II ACID RESISTANT AND INSTALLATION AND ELECTRIC PANEL GROUT WATERTIGHT SHALL CONFORM TO ACI 318-83. CONTRACTOR TO PROVIDE 3 LOCKS KEYED ALIKE FOR ACCESS a PANEL COVERS CABLE HOLDER (I EACH SIDE) 3. ALL REINFORCEMENT SHALL CONFORM TO ASTM A615 GR-60. 4. ALL HARDWARE IN PUMP STATION AND VALVE VAULT SHALL BE STAINLESS CABLE SUPPORT GRIP STEEL WHERE COMMERCIALLY AVAILABLE. z . o „ y 5. ALL METAL,EXCLUDING STAINLESS STEEL ABOVE GROUND, AND ALUMINUM 8 8 8 .' ' ACCESS COVERS,"SHALL BE PAINTED WITH EPDXY UNDERCOAT AND DARK om ELASTOMERIC GASKET BOOT 811 I.D. - Co ,, GREEN FINISH COAT. PVC ABOVE GROUND SHALL RECEIVE 2 COATS OF 2 DRAIN. SLOPE 3 o ALUMINUM PAINT. 6" OF COMPACTED 11 6. STATION PIPING FROM THE PUMP DISCHARGE THROUGH THE VALVE VAULT r i I' r DUPLEX PUMP STATION INSTALLATION PUMP DATA -(2 REQ ID. PER STATION) STATION NQ 1 PUMP MODEL NQ '4 8 S 2011t00174 ' 5 , IMPELLER SIZE �!31077?G d� PHASE/VOLTAGE 1 230 HP/ RPM 5E• e 5d5U DESIGN POINT slot G,Pr tU1. @ 121; rd.f1 WET WELL DIA. I[v' �r 811 PVC GRAVITY SEWER INFLUENT PIPES , INV.= 15.10 ` STAINLESS STEEL LIFTING o CHAIN OR CABLE(5/6 DIA.) . • - o o. :. DUCTILE OR CAST IRON 3/4 GRAVEL SHALL BE CEMENT LINED DUCTILE IRON PIPE CONFORMING .TO AWWA FLANGE PfPE 5 BARS AT 12" O.C.EW. STANDARDS C-104 S C-150, AND SHALL BE PAINTED FOLLOWING INSTALLATION WITH AN APPROVED COAL TAR EXPDXY. I' 7. SEAL ALL CONDUITS INTO PANEL BOX AND WET WELL WITH AN 2 DIA.S.S. GUIDE BARS, BRACE AS REQ _D. Y. - APPROVED TYPE DUCT,SEAL IMMEDIATELY AFTER CABLES ARE INSTALLED. . 8. ALL ELECTRICAL COMPONENTS SHALL`MEET THE STANDARDS OF THE a 10' LONGER THAN WELL DEPTH - NATIONAL ELECTRIC CODES APPLICABLE LOCAL. CODES. o _,--WITH ALL & L.D. CLASS III W ELECTRICAL SERVICE SHALL BE COORDINATED ' INDIAN . z I E ELECTRICAL CABLE . • o .RIVER. -COUNTY PREFAB REINFORCED CO NC. UTILITIES DEPT. AND ELECTRICAL SUPPLIER, o Q V, ,. SECTIONS. (ASTM - C-478) - _ 9. THE CONTRACTOR SHALL. NOTIFY THE PUMP SUPPLIER AND ENGINEER CC , SEAL ALL JOINTS WITH PREMOLDED o PRIOR TO STARTING UP THE STATION SO THAT THEY OR T � � HEIR ' PLASTIC JOINT SEALER TYP • • � { ) _ ` . R REPRESENTATIVES WILL BE PRESENT AT INITIAL START UP. R 10. ALL SUBSTITUTIONS FOR MATERIAL SPECIFIED ON THIS DRAWING ,. GROUT AS SHOWN FULL SHALL BE SU EMITTED 1 THE ENGINEER PRIOR_T4 ORDERING. h. I CIRCUMFERENCE 11. THREE SETS 0 H F OPERATION B MAINTENANCE .MANUALS WITH PARTS LISTS AND STD. WARRANTY TO BE FURNI J IT COAL TAR SHED TO ENGINEER AT THE COAT .WALLS WITH C TIME OF SHIPMENT. , Q s 11 T. MANUALS TO INCLUDE -THE EPDXY OR APPROVED EQUAL, 2 GROUT , ao A. PUMP DATA B TECHNICAL INFO ON OPERATION MAINTENANCE B �. '- 2 COATS INTERIOR,I COAT EXTERIOR a a . I5' MIN ' • REPAIR ASSEMBLY DINGS PARTS °' STS - PUMP STATION ELEVATIONS 8t FLOAT CONTROL SETTINGS STATION N Q / TOP OF P. S. 20,00 GRAVITY INV. 15•10 HIGH LEVEL ALARM 1d. G LAG PUMP ON LEAD PUMP ON 13.6 PUMP OFF/ALT. 1?.62 FLOOR OF P.S. 11. G2 .,, LI ,' PUMP CURVES AND 60. MANUFACTURES WARRANTY. o B. CONTROL PANEL DATA INCLUDING `TYPE OF PANEL AND'VARIOUS VARIOUS 0 COMPONENT P Vs ` � ARTS. INSTALLED AND SCHEMATIC WIRING DIAGRAM. •; d ; C. SERVICE REPRESENTATIVE AND ENGINEER -TO SIGN EACH . �• � -0 � � m� o _>8� MANUAL AND RECORD DATE•OF START UP. - 12. CHECK VALVE TO BE CLOW 'AWWA F-5382 FLANGED ENDS W/OUTSIDE 0 ch, WEIGHT AND _ „ ND LEVER OR EQUAL.GATE VALVE TO BE CLOW "AWWA F-5070 a 6" INSTALL 8 EACH 3/4 DIA.: SS ANCHOR.BOLTS W/ 2 PROJECTION OR IN OF COMPACTED 3/4 GRAVEL W/NON RISING STEM OR;APPROVED EQUAL.- ACCORDANCE WITH MANUFACTURERS " 13. PUMP CONTROLS SHALL BE LIQUID LEVEL SENSORS OF THE MERCURY N° 4 BARS a 8 O.C. BOTH WAYS RECOMMENDATIONS. USE .FOR-ROK OR EQUAL � - V ANCHORING, CEMENT. FLOAT SWITCH TYPE. POSITION AWAY FROM -INFLUENT PIPES. SHEET C WET W17I 1 1% X/AI X/;7 IDIT ;7I PWATIfInI