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2 Oak St Plans New Construction Vacuum and Gravity Lift Stations City of Sanford�. VALLEY r CURB , GUTTER LI N E -A f7oW 0 A,p>oVjt_:: 120OHr, sT��AC A 12�A W�'t9EL / OvtFtZ LOWlz p1 L - 7ANV_ EX€sTSNo 1 STORY CON. RLI FIN, FLOOR EL. 211a I JO WADE SID0W!{LK11 � L}u'(}11GK wlloxlox�owwF I eam SE'll/E' I To CVGcEqT/o/v r E'M - MA/N .� + CoAV rRA I- RR, rW OF /U/Y1 SE K1E.2SLAB EL 23.24 To �o� ` YTio.v �� vtkali METAL �10Q ADDITM i t o 1 POWER POLE -- VACUUM SEltJE,2 G/NE' TO G'OGG Ec'T/O/V SYSTEM - MA/.V 4 To CoGG�c�T/oA./ SYSTEM - MA/N 5" � V.4 CflU/�'I SE'dt/E,e 61AA6 TO CpG L�'CT/O/t! SYSTEM - MA//�/ Conklin Porter and Holmes LO m ENGINEERS, INC. POST OFFICE BOX 1976 500 W. FULTON STREET 2:SANFORD, FLORIDA 32771 m TEL 305 322-6841 TEL 305 831-5717 D AT E AREA (tom BY TREES .N fill Tor - I EXISTING ASPHALT PARKING AREA /�/D TE : SEE SHEET � 8 ^-1.411V P�oFiGE . + EXISTING POWER �,20POSE® 90 c�VC'• , I - POLE SEE NOTE FQ/P.G,G / •/i�//V DR /8 DUIp ell '"r� 'f i (TYPICAL?-� , q .o eo vroE 3 //V C'ov�,F' - �!1 POWER POLE -__.._ ___ �j 'S�, - ?� A. {DIRT DRIVE ? Pl�fh W EXISTING WATER MAIN CONC. SLAB ' /�TAPP/Nfy SADDLE TO EXIST. I8"COMBINEDi STORM/SANITARY SEWER LINE EXISTING EXISTING CONC. SLK. I STY. GARAGE I I CONC, SLK. BLDG. Y2 It TAoP/NCI SAODI- E PARK/A/C GOT PAI�EMEit/T • 1 " /a-00 T T 3 COAXRETE SURFACE e0Z1R,5,E " L/MEROC/,� KCOM.PACT TO 98 %, .IU5,g7'0 T /80) • /O" 57.we/L /ZEO 9U&,5.45E FC3V 75 1:-,5/ T TO 38 7 AA.5WTO T 180) EXISTING 2 STY. BRICK BLDG. comm. IVOTE •• FL OO�J Pi20A/E EL EV,4710" DER �•EMA 15 /O.O M,5/- I! i GENERAL. NOTES 1. THE LOCATIONS OF EXISTING PIPING AND UTILITIES, SUCH AS GAS, WATER LINES, COMBINED SANITARY AND STORM SEWER, TELEPHONE, CABLE TV., UNDERGROUND ELECTRIC CABLES, ETC., AS SHOWN ON THE DRAWINGS, HAVE BEEN DETERMINED FROM PLANS FOR THE EXISTING FACILITIES'AND ARE GIVEN FOR THE CONVENIENCE OF THE Co. CONTRACTOR. PRIOR TO CONSTRUCTION AND THE ORDERING OF MATERIALS, THE CONTRACTOR SHALL ADDITIONALLY REVIEW EXISTING "AS -BUILT" DRAWINGS AND SHALL FIELD VERIFY OR DETERMINE THE LOCATIONS OF•ALL EXISTING UTILITIES WHICH ARE LOCATED IN THE CONSTRUCTION AREAS. 2. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN IN SERVICE, ALL EXISTING SERVICE PIPING ENCOUNTERED DURING CONSTRUCTION UNLESS OTHERWISE INDICATED IN THE DRAWINGS. ANY PIPING WHICH CAN BE REMOVED DURING CONSTRUCTION WITHOUT` UNDUE INTERRUPTION OF SERVICE MAY BE REMOVED AND REPLACED BY THE CONTRACTOR WITH THE PERMISSION OF THE ENGINEER AND OWNER. 3. BEFORE WORKING WITH OR AROUND EXIs-rING UTILITIES, THE ENGINEER AND OWNER OF THE UTILITY, SHALL BE CONTACTED. 4. THE CONTRACTOR SHALL STORE CONSTRUCTION EQUIPMENT AND I/.4C'UUM SEK1E.2 MATERIALS ONLY IN THOSE AREAS DESIGNATED BY THE OWNER. AN G//l/E TO AREA WILL BE DESIGNATED BY THE CITY OF SANFORD FOR STORAGE ' G'OGGEG'T/O/L/ SYSTE/rI EQUIPMENT. THE CONTRACTOR MAY USE THIS AREA TO PARK EQUIPMENT AND STOCKPILE MATERIAL. THE CONTRACTOR MAY, AFTER r �$E� COi1lT.2AG'%/� APPROVAL BY THE OWNER, USE OTHER APPROVED AREAS FOR STORING EQUIPMENT AND MATERIAL. / 5. WHERE PROPERTY MARKERS, SECTION CORNERS, SURVEY MARKS, SUCH AS STONES, PIPES OR OTHER MONUMENTS ARE ENCOUNTERED,. THE ENGINEER AND OWNER ARE TO BE NOTIFIED BEFORE THEY ARE MOVED. THE MARKER SHALL BE PROTECTED AND PRESERVED UNTIL THE ENGINEER AND OWNER, AUTHORIZED SURVEYOR OR AGENT HAS WITNESSED OR REFERENCED THEIR LOCATIONS. THE MARKERS SHALL BE REPLACED BY AN APPROVED SURVEYOR AT THE CONTRACTOR'S EXPENSE. 6. TYPICAL DETAILS AS SHOWN ARE TO ILLUSTRATE THE ENGINEER'S INTENT AND ARE NOT PRESENTED AS A SOLUTION TO ALL CONSTRUCTION PROBLEMS ENCOUNTERED IN THE FIELD. THE CONTRACTOR MAY ALTER THE METHOD OF CONSTRUCTION TO SUITE FIELD CONDITIONS, PROVIDING HE SUBMITS A PROPOSAL FOR THE r ALTERNATE METHOD TO ENGINEER FOR APPROVAL AND USES MATERIALS AS DESIGNATED IN THE SPECIFICATIONS. 7. ALL TREES, SHRUBS, ETC., ALONG THE LINES OF CONSTRUCTION SHALL BE PROTECTED EXCEPT FOR THOSE TREES AND SHRUBS DESIGNATED FOR REMOVAL ON THE CONSTRUCTION PLANS. ALL TREES TO BE REMOVED SHALL BE FLAGGED AND SHALL NOT BE REMOVED UNTIL APPROVED BY THE OWNER AND ENGINEER. 8. CHAPTER 553 OF THE FLORIDA STATUTES REQUIRES THAT AN EXCAVATOR NOTIFY ALL GAS UTILITIES A MINIMUM OF TWO (2) WORKING DAYS PRIOR TO EXCAVATING. THE DRAWINGS SHOW ONLY THE APPROXIMATE LOCATIONS OF GAS MAINS AND DO NOT SHOW ALL SERVICE LINES. UJI 9. ALL PRIVATE AND PUBLIC PROPERTY AFFECTED BY THIS WORK SHALL UJI BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN EXISTED BEFORE COMMENCING CONSTRUCTION WORK. cc 10. SEE MECHANICAL, ELECTRICAL, AND PIPING DRAWINGS AND EQUIPMENT MANUFACTURER'S SHOP DRAWINGS FOR LOCATION OF SLEEVES, HOLES, OPENINGS, RECESSES IN SLABS AND WALLS, ANCHOR BOLTS, ETC.: COORDINATE LOCATIONS AS REQUIRED. CC 11. THE CONTRACTOR IS TOCOORDINATE WITH THE OWNER CONCERNING VEHICULAR ACCESS ONTO AND FROM THE CONSTRUCTION AREA. 12. SOIL BORINGS AND ENGINEERING FOR THIS SITE HAVE BEEN PROVIDED BY JAMMAL & ASSOCIATES, INC., ORLANDO, FLORIDA, AND € WILL BE PROVIDED TO THE CONTRACTOR FROM THAT FIRM UPON REQUEST. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE CORRECTNESS, COMPLETENESS OR ACCURACY. THEE=EONTRACTOR SHALL FOLLOW THE RECOMMENDATIONS FROM THE SOILS CONSULTANT'S r r 4'F',20/►% REPORT. CC/,28 G /NE 13. THE CONTRACTOR SHALL COORDINATE WITH OFFSITE CONTRACTOR (IF l DIFFERENT) TO ASSURE PROPER PIPE CONNECTIONS BETWEEN THE VACUUM STATION AND OFFSITE PIPING. 14. THE VACUUM STATION CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PIPING TO 2 FT. OUTSIDE THE BUILDING WALL OR TO THE TRANSITION SLEEVE. (THE TRANSITION SLEEVE SHALL BE PROVIDED AND INSTALLED BY THE PIPING CONTRACTOR., 4 ExIST.12"CLAY The following is a list of utility companies which provide STORM LINE service to the facility -and contact people for each company: WATER & SEWER: City of Sanford ( 300 N. Park Avenue r I CJPE/V CUT �`RfSTO.PE Sanford, Florida 32771 8�4/Cf! ST.PEET. �•EE (3 0 5) 3 2 2 - 3161 I 1(/OT� lG,, ✓�'f/EET 8. Attn: Mr. Paul Moore, Utility Director POWER: 'Florida Power & Light P. 0. Box 1817, 301 N. Myrtle AVenue GUTTER_ Sanford, Florida 32171 - EXIST. SANITARY SEWER LINE (305) 322-5381 ( TO SANFORD WWTP Attn: Mr. Bruce Stephenson 7 TELEPHONE: Southern Bell Telephone & Telegraph �� �� 500 N. Orange Avenue, Room 337 F ( ` / Orlando, Florida 32801 Attn 237-3501 Attn: Mr. Ray Bourg Buried Cable Location: 1-800-342-1901 r F L. 14.7 3 $TORAi OUTFLOW GAS: Florida Public Utilities Company I W ro LAKE- 830 W. 6th Street /a,�� Sanford, Florida 32771 ILL C'Q/l/Tie.4G'TD.2 TO �'XTE'NO (3 0 5) 3 2 2- 5 7 3 3 " Attn: Mr. A. P. Maheu BRICK " A �'o•eCE M.4 //V //VTO EX/5T/A/G IV 4All-/OGE. EXIST. 12"CLAY ��jEE .SHEET 8, STORM LINE CITY OF SANFORD J VACUUM.PUMP STATION � AUG­PROJECT CONTROL 10 lees m ACTT V I TY NAME DATE Il I f (O DESIGNED BY: LI 0 M 9187 SCALE = DRAWN BY: 5 PS 9/87 ® 3/8� �ll2Alt`)Alar;Ii✓UcL STaa� , G DATE SEPT., 1987 CHECKED BY: A11LC 9187 A I015b LANDSG4plt�1(r, C-I�l• 12EV- JGI� APPROVED BY: �/ C C3R,4A.1 1,1 0 2 Sg �� gtc.V2. GoMM�t�T� `J.6. N0. S0602.27 REGISTRATION N0� 3,¢791 N0. DATE REVISION APPROVED JOB DRAWING N0. L ACTIVITY NAME DATE A: cf11414,0 5P</GIo�✓ 7 E1 / 3 n i SCALE /8 = I - 0 DESIGNED `BY: R.D. WHITE 7-87 ': ?/$v 1?E2 17:E /z. eaMM61\/ r5 J. C. 3 . DRAWN BY: K MITCHELLt 7-87 /oI86 P-'hellPErG�/�1 LL Mom/ , f iMPov J , C �. DATE AU G. 1987 - CHECKED BY: r�8y /`'lisC. CN/1//IaES Tf-� APPROVED BY . JOB NO S0602.27, REGISTRATION N0 _,: N 0. DATE REVISION APPROVED ti QQ : 0 19 V ai I I• 'r r I I II• I . x.� SCHEDULE'' FIXTURE-S , TYPE` MANUFACTURER '. I CATALOG NUMBER NUMBER AND SIZE LAMPS MOUNT REMARKS 1`4 R T r2 0 - �-41 s2 2-F4o-rizI-JhJ © ' P a�EC1,ir>✓ aR WU V --5 1-TOO kJ IF I J,b Ll. 3 MILLETZ IL-Zso - t z F487i2>�ltJ-I�C9 PEN�AtiIT �. L 252--4- s IA-2 120V. i H.O.A. C NEMA ENCL. L_ , I ELECTRIC HEATER �' SCH U ATS I . ' T-STAT' = I TYPE MANUFACTURE.. RER ANUFA.0 U CATA40a NUMB R KW VOLTS PHASE REMARKS f --f- - - - - -Al- VENT FAN I GN rA vSG �R AL --A$^ I uu-os;>1 S. O }Coo 3 I - �AC )x---Ts 7r-STA.T k ;1MTU �. C , AMPER - IrLEGTt21C 4-I iF�S -ro >�-- k.Jlt2�?� �f� .4CoO �iDL"T -t�l-�,a5 (J�Io �IELITt L�I f• C=20 AMP CONTACTOR •" ` IJ�fl�� Rot I1�ICJ y I XT WIRING EXTERNAL W �JI=L T,4NK(r=t3� I rni-- r-T nI / .^ A ItAF)Cf7 A 1 kx PANEL SCHEDULE 2n /� VOLT _'�L PHASE , K ' WIRE 7n AMP., 15lgM.C.B. ❑ M.L.O. l SURF. Cl FLUSH. a O'POWER PANEL SLIGHTING PANEL NOTE!; ALL BRKRS. TO BE 20A.-1POLE WITH #12 WIRE UNLESS NOTED OTHERWISE. REMARKS: • TOTAL LOAD i dq CIR NO. NO: BRKR. ' PURPOSE COND. &WIRE DESIG. KVA LOAD LOAD 1 LT b 2 4 5 6 7 Use aL� sPAC��IJLY 9 10 11 12 i PANEL CHEDULE �/ 249 VOLT,, n PHASE,-4—WIRE AMP. ' 64M.C.B. O M.L.O. O SURF. ❑ FLUSH Cl POWER PANEL BLIGHTING PANEL NOTE!: ALL BRKRS, TO BE 20A.-1 POLE WITH 412 WIRE -UNLESS NOTED OTHERWISE. REMARKS: TOTAL LOAD CIRC: NO. BRKR. PURPOSE COND. &WIRE DES IG. KVA LOAD 1 LTA . 0-co 2 C3AT`f CI-IA2E .IALK 4) I .5 3 AIA-9m BULL J • o 4 Fzfb-I✓P-I's 1- 5 �P.E 6 7 8 9 IJSA13L , OIJL 10 11 12 P - j Ei(I S T I N G 1 STORY CONQ BLOCK B.DQ DIRT k GRASS NO RAPRVAUENTS r Ln to N m z I m i t 4J y nW -kN � r ? , Co j I C1) i (.l; d`> i C.1 f\) U) i FRENCH AVE.Io ft99..'S 1 , �f.;.it - Ixlt+3,R.ct....• ... a ao`J1 `:_1�!.�.:�y� os..,-A✓ .,.. °.....-.�. f�♦ _ .�► . wP, .� I `�. , `' ;"�• �'� t,� .. LAUREL AVE. ., � `'C°P �\ `), t_� �, i" ' ••c'\'fr,>,-M�l'S�214•rj. 1'`° 9'�'h \ .x _ql"" s"'V � .; " An N • �ELM AVE > � �'" •,•; - ,i fit! :': ':> � .-,t _. t � r{ � q OAK AVE. 6 •:•. ,..jw.• •r �, Sfy.. X. S• `kA ..;......,,Fevko"..:�:. �•e..�:o,:'..x�n,ka�:S Ie�,�,�,,,pa.�:�-;...rs..,, i .u"...:;:,e.-:.wa�..sa..:...:..w�.:w. F' i twwm+zw"....:....,.si:.J-..�..w. mp,.,ear-f i• ,sA _• F... ':::..... ,... .. '';a • i :ate .'.; •a.—:.S•...... 1 1 I - � • 6.. sit - - — ._ N 14 J � 2" PARK AVE. w -- •.••>• • •• IM I i IF _e y)•CiN t a°" -- .•. M A,G NOLIA AVE y Srr• •, AI .. \e F•"` f • '� � +� EXISTING GRAVITY SEWER a Et r PALMETTO AVE. • i }�°� n. ,;�! ." ): 1 ,f Tom.,»"` � •� `>��J. 9r�>&p°'. ✓'. ,•'Ye �',flJ ' a:.. 6s �1 ' f �;� PROP. 4" FORCE MAIN JL ':::::.:.:: �. 17, .18 & 19 ' ••• SEE SHT + 4-0 ! M N i s eS7 '-:<j 3 da f' lo-yl i �' ►i .' IN cr' r 1 N 44 I N „ W :: SANFORD AVE. r ! t PROP. GRAVITY SEWERPROP. LIFT STATION# 2 SEE SHT.# 13 SEE SHT.# 12 EXISTING GRAVITY SEWER SYSTEM +2_ Conklin Holmes ENGINEERS, INC. POST OFFICE BOX 1976 500 W. FULTON STREET DATE TO FOR z SANFORD, FLORIDA 32771 TEL 305 322-6841 TEL 305 831-5717 PROJECT CONTROL m Cot hAlb 1 INU UKAVI FY bhWhH SANFORD MAGNOLIA PALMETTO AVE. A F EXISTING GRAVITY SEWER SYSTEM 1 -ACTIVI TY NAME DATE 1 "- 2 0 0' DESIGNED BY: ti! B M SCALE- DRAWN BY: H M L Q Ip LIFT- 5-TA•ION LoC.-r["--I DATE SEPT., 1987 CHECKED BY: �1 2% �� C2F_.0 60w "r=: 1T� F? APPROVED BY: j C B LOG.=Ar1d f1 J06 No. 50602.27 REGISTRATION NO: N 0. DATE REVISION APPROVED PROP, LIFT STATION* 1 SEE SHT.# 1 `i. AVE. f PROP. 4" PVC FORCE MAIN SEE SHEET + 14,1 5 & -16A_% DRAWING N0. j. EXISTING GRAVITY SEWER PROP, LIFT STATION+.3 SEE SHT,.+ 13 j Mr --imam— -1 6 �1 - .... ...... FFa F.: N) w -'j 0) u "i 7_;� 10 04 ............... . V"rrr ............. .... ... X% ap...... —A 4�1 .............. .......... uj 9 rlJ %tt .... ... 7: : I .• . ...... cy P 11/411 E QE ^4 . 4 :-T: ..... . ...... . ......... c_YPP S�' M i I 8i u Yy "c'!"IRT . . .... ......... T:T Y4 . ........ "_�l t ('n 61 f...... *ww"Sm omwwmaw; ------ ry (t 4 ...... .... cc U C Y P ES S, Wobt (x) __j 0) QI X ............. .... (�j N 411 P I N Q.:. AVENGE z r) Z - ... I . ... . ..... ------ 'fit, > Cn IA. .... ...... r. 0 ................. T1 zou -0 4. '5) ' _ Cxj p-Xilq Xc/a. . . ........-q yl Q 41 zl •o ] (.p� ram M .............................................. .. Lu z P1 N MI-T PROP, 6" FORCE MAIN EXISTING GRAVITY SEWER A, v (L) co (3) (.n • p %j Z _X . ...... . ......... .. . ........... .......... ...... ... . . ..... Sam t 34 A Fil c K . AVEN11 ............... ............ ................... ........... ...................... ............. EXISTING GRAVITY SEWER SYSTEM #3_ FORCE MA/itJ APPROVED FOR CpNSTRUCTION LIFT STATION. NO. 3 SERVICE AREA FORCE MAIN, ROUTE ACTIVITY NAME DATE DESIGNED BYi M 9107 SCALE V-DRAIN AWING NO, Conklin Porter and Holmes : B DRAWN BY: H M L ENGINEERS, INC. DATE- SEPT.,1987 POST OFFICE BOX 1976 CHECKED BY: IV.f c 10 500 W. FULTON STREET' TO FOR APPROVED BY L75.�?. �3. DATE SANFORD, FLORIDA 32771 JOB NO. S0602.27 PROJECT CONTROL REGISTRATION NO: NO. TEL 305 322-6841 TEL 305 83-1-5717 3.4 DATE REVISIOI APPROVED MOMEMMimm *,NOTE: SEAL ELECTRICAL WIRES TO WET WELL IN CABINET WITH 'DUCT SEAL' a OR AN APPROVED NON -HARDENING SEALING PUTTY. ALSO PROVIDE SEAL -OFF IN CONDUIT AS SPECIFIED 1N THE N.E.C. FOR CLASS 1, DNISION 1 HAZARDOUS USE. ( 0 / /a ,(le, d zlo -f S ems. l Entire assembly shall be primed and then three finish coats of dark green exterior Z� metal paint shall be applied (with the exception of the stainless steel enclosure). E. ICE ALARM LIGHT < • (SIDE I�touNTa=17� •' • • Two 7x 3" x 3/16" steel tubes with rapped ends (galvanized)embedded in concrete . "UNI-STRUT' SUPPORT Quick service disconnect o 0 Lightning arrester ahead of control panel crll (General Electrical or equal). _ AUD/BLE ALARM SILENCER BUTTON - z 2 3/4" hose bi bb with backfl ow preventer�=� �r Galvanized riser. CONCRETE BASE 1" P.E. water service.-- 4 CONTROL PANEL MAIN DISCONNECT ELEC. METER ELECTRIC METER - CONTROL PANEL (NOTE 4) —Alarm hull IA," wnathor nrnnf ilnit) � � VVIVvvI I J CONDUIT FROM — TRANSFORMER OR MAIN SERVICE (NOTE 6) ELECTRICAL NOTE: ALL INFLUENT LINES SHALL HAVE WATER TIGHT SEALS 8" P.V.C. 10 HIGH WATER ALARM ELEV. 32.0 INV. 30..5 �2 PUMP No. 2 "ON' ELEV. 30.5 NOT TRUE ORIENTATION PUMP No. 1 'ON' ELEV. 30.0 SEE PLAN ASBESTOS CEMENT COLLAR ® PUMPS °OFF' ELEV. 28.6 WITH RUBBER RING SHALL BE INSTALLED WITH USE OF PVC AT WET WELL NOTE: POSITION SENSORS OUT OF FLOW PATH OF INFLUENT SEWAGE A N D A W A Y FROM PUMP LEADS 2 EA. MECHANICAL JOINT GLANDS W/ RUBBER GASKET CENTERED IN WALL PRIOR TO GROUTING m Conklin P r v P m Pa NON -SHRINKING GROUT .i WET WELL WALL and Holmes ENGINEERS, INC. POST OFFICE BOX 1976 500 W. FULTON STREET SANFORD, FLORIDA 32771 DAT E TEL 305 322-6841 TEL 305 ' 831-5717 7T V YJ I IL LJ rNi I /, UA L.. YY. ELEV. 0 - PRESSURE GAUGE (TYP.) AND VALVE -CHECK VALVE (SPRING TYPE) (TYP.) - PLUG VALVES `DEZ.URIK' SERIES 100 (3) 4 4' PLUG PLAN FRS U IF l2"MiN. ` ACCESS DOOR 4' FM (NOTE 2) � 15' 6-6' zi-- #6 0 REBARS E.W. MECHANICAL JOINT (TYP.) r/7.7� ACCESS DOOR (NOTE 2) -_ LL I" UPPER GUIDE RAIL BRACKET 30" X 48" X 3/8" ALUMINUM PLATE. COVER WITH #6 REBARS 9'o.c. E.W. PADLOCK STAPLE AND HASP, SWING HANDLE, J ALUMINUM FRAME AND HINGES. EL.39.0 4" AIR VENT W 6" BLIND FLANGE WITH 4" THREADED `O BUG SCREEN INSERT PLUG FOR EMERGENCY PUMP OUT. N— /Q CONC. TOP t _ SECTION A -A VALVE BOX & COVER WET WELL TOP COT. DETAIL J -11111111 dac�il� EQUIPMENT SPECIFICATIONS. SLo G -t• o � r //�Oi? piPG r6u IipT� 1 Pumps (2) shall be- r;LYgt Model CP-3127 or eyunl ,tnlal[ty submerslbte, 2" DRAIN 6- #4 O REBARS-6' o.c. E.W. THROUGHOUT - electri-cal ly. operated sewage pumps with two 7•.5 N.P. motors and ,. impeller model 463 capable of operating on three phase, 230 volt; 2' FLAP GATE 4" G. 60 hertz power supply. Pumps shall deliver 180 GPM @ 54- TDH. Pumps{ condition. �d shall be non -overloading under any conon. uP -for i STAINLESS STEEL LIFTING CABLE (3/811) (1 FOR EACH PUMP) /N 2. Provide and install 2 Halliday Single or equal Single Door Access Cover, Model A3048 2" STAINLESS STEEL PIPE GUIDE RAILS (30 x 48 opening) or approved equal, complete with upper guide brackets, chain hook, and stainles"s steel cable holder. Also provided "RAMNEK" GASKET (TYP.) padlock staple and hasp. , 3. Provide and instal 1 four (4) Flygt or equal, direct acting flo�a{ switches- 4" D.I.P. Model PS Q. Three sensors shall be used for pump operation and d 6'I.D. PREFABRICATED REINFURCEU CONCRETE fourth sensor for high water alarm. Floats and.control system shall PIPE OR PRECAST MANHOLE, COAT INSIDE AND OUT be low voltage. Install float controls away from pump leads and out INCLUDING ALL PIPING AND VALVE VAULT WITH of the flow of influent sewage. TWO COATS OF "INERTOL" STANDARD BLACK BITUMINOUS PAINT. 4. Provide and install Sta-Con Control Panel, Model 3825 or 6" GALVANIZED WATER STOP equal, with NEMA 3R stainless steel enclosure. This panel shall have type EQ frame circuit breakers and horizontal rotary oil -proof, three ANCHOR BOLTS AS SPECIFIED BY PUh1P position selector switch for hand -of -automatic operation. Controllers MANUFACTURER shall include alarm light as well as audible device, elapse time meters for each pump, lightning protection (3 phase), phase protection and low voltage protection. Control panels shall ,have auxiliary A5 generator receptacle (Pyle National JRE 4100 or approved equal) standards and specifications. Cabinet shall be aluminum dead front construction with continuous hinge. Control l er shal l i ncl ude pump alternator with alternator test, emergency generator circuit breaker with interlock, DC alarm with battery and charger and alarm silence. Alarm to be energized by power/phase failure, high water level float. BOTTOM AND FIRST SECTION OF WET WELL SHALL Provide duplex GFI 120volt "receptacle in panel. Shop drawings required BE MONOLITHIC for approval. All electrical work to be in strict accordance with local and national electrical codes. All controls in wet well to be low voltage ( 24 V. D.G.) . Gabrnet to be lockable with staple hasp.& PUMP & WET WELL DETAILS 5. The underside of al urni num access covers and all al urni num surfaces i n contact with concrete shall be coated with a suitable bituminous paint. A11 nuts, bolts, washers and miscellaneous hardware are to be stainless steel. 6. The Contractor shall coordinate with the FLOR/.oA 0W,57R � L I61-1r Co. for electrical service to lift station and shall meet all power company requirements without additional compensation. 7 Pressure gauges shall be stainless steel with stainless steel diaphrams and 4-1/2" diameter dial and shall be calibrated in feet of water with a range of 0 - 60 feet. Gauges shall be located in the valve box. 8. Lift stations shall conform to Standards and Specifications of the C. /T 1"' OF 5,4AA 0RO NOTE: The Contractor shall furnish dewatering equipment as 9. Grass and mulch all disturbed areas. required to install structures. Ground water conditions may 10. Shop drawings required for pumps, piping, valves, fittings -and vary causing the required equipment to vary. The Contractor electrical equipment are to be submitted to the Engineer and shall perform field investigations to determine the necessary CITY 0,C_ 51?,, )-0RO for approval , prior to construction. APPROVED FOR Col"ITRUCTION equipment for each L.S. site. The cost of dewatering shall be included in the lump sum pay items for the appropriate Lift Station. 11. All influent line shall have water -tight seals. LIFT STATION N 0"12. Landscaping to match developed surroundings. DETAIL SHEET TO I FOR PROJECT CONTROL ACTT V I TY NAME - 7DATE DESIGNED BY �/' C' Fj SCALE Al Oit1E - -, ,DRAWN BY L_C', g�B� _ DATE Jam' P7 ; t��J CHECKED BY -- ,G'�,'� - — ��+� t�. ,9_g� ADDED NOTE To EQUIPMENT sPeclFtcaTIONS *t 4. P.E.P. APPROVED BY C/ C' .�-Q�I�t/Ch/ 0 . - 2f 8� �E2 1?�.iZ Go►�1MNTz �.C. REGISTRATION NO: NO DATE REVISION APPROVED JOB NO. "6060f.-C/ DRAWING N0. 11 kC"IiY OF SANFORD - — 4' NOTE: , SEAL ELECTRICAL WIRES 1-0 WET WELL IN CABINET WITH 'DUCT SEAL' a OR AN APPROVED NON -HARDENING SEALING PUTTY. ALSO PROVIDE SEAL -OFF IN CONDUIT AS SPECIFIED IN THE N.E.C. FOR CLASS 1, DIVISION 1 HAZARDOUS USE. ( P l is ,plc Seas � . Entire assembly shall be primed and then three finish coats of dark green exterior metal paint shall be applied (with the exception of the stainless steel enclosure). ALARM LIGHT Two 7' x 3" x 3/1.6" steel tubes with rapped ends (galvanized)embedded in concrete . "UNkSTRUT' SUPPORT — Quick service disconnect Lightning arrester ahead of control panel (General Electrical or equal). _ AUo/BLE ALARM B/LeNCeR dBUTiOM Z / 3/4" hose bibb with backfIow preventer�_ o _ , Galvanized riser. CONCRETE BASE 1" P.E. water service. 4 4CV CD CONDUIT FROM TRANSFORMER OR MAIN SERVICE (NOTE 6) s . ® s.a .ems ... ■ r4 AL ■ 1� HIGH WATER ALARM ELEV. 3✓5.99 02 PUMP No. 2 "ON' ELEV. 34.4� PUMP No. 1 "ON' ELEV. 3�1. ® PUMPS "OFF' ELEV. �✓� �9 NOTE: POSITION SENSORS OUT OF FLOW PATH OF INFLUENT SEWAGE A N D A W A Y FROM PUMP LEADS 2 EA. MECHANICAL JOINT GLANDS W/ RUBBER GASKET CENTERED IN WALL PRIOR TO GROUTING —� N CONTROL PANEL MAIN DISCONNEC ELEC. METER ELECTRIC METER 1✓'REE ST.4NblN.Ca� FU�t-cABNEr CONTROL PANEL (NOTE 4) ,.,_._— L-1I /G11 .. +lhov nvn()f Ilnit) NOTE: ALL INFLUENT LINES SHALL HAVE WATER, TIGHT SEALS 8' P.V.C. INV: 34 qq G NOT TRUE ORIENTATION SEE PLAN ASBESTOS CEMENT COLLAR WITH RUBBER RING SHALL BE INSTALLED WITH USE OF PVC AT WET WELL NON -SHRINKING GROUT WET WELL WALL Conklin Porter and Holmes L ENGINEERS, INC. POST OFFICE BOX 1976 0 fl 500 W. FULTON STREET DAT E z SANFORD, FLORIDA 32771 Z: TEL 305 322-6841 TEL 305 831-5717co QI P i{ 6' ELEV. 30.0 ACCESS DOOR (NOTE 2) UPPER GUIDE RAIL , — PRESSURE GAUGE (TYP.) AND VALVE _CHECK VALVE (SPRING TYPE) (TYP.) — PLUG VALVES `DEZ.URIK' SER;ES 100 (3) 4' A 4" PLUG VALVE 4 FOM \\ #6 0 REBARS � e Xk , 1--{IZ" I/ �,� � I vv - � � � I I / —7 ACCESS DOOR 2 MIM. \ 4' F M \ (NOTE 2) 15' #6 0 REBARS E.W. FYP.) 30" X 48" X 3/8" ALUMINUM PLATE_ COVER WITH ,� #6 0 REBARS 9'o.c. E.W. PADLOCK STAPLE AND HASP, SWING HANDLE, EL..47�F0 ALUMINUM FRAME AND HINGES. 6" BLIND FLANGE WITH 4" THREADED O— INSERT PLUG FOR EMERGENCY PUMP OUT. _ b CONC. TOP t _ SECTION A -A -VALVE BOX &COVER WET WELL TOP CO NST. DETAIL Ctl Q(uc�,lr.EQUIPMENT SPECIFICATIONS H FOR EACH PUMP) 2" STAINLESS STEEL PIPE GUIDE RAILS "RAMNEK" GASKET (TYP.) 4 D.I.P. 6' I.D. PREFABRICATED REINFORCED CONCRETE PIPE OR PRECAST MANHOLE, COAT INSIDE AND OUT INCLUDING ALL PIPING AND VALVE VAULT WITH TWO COATS OF "INERTOL" STANDARD BLACK BITUMINOUS PAINT. 6" GALVANIZED WATER STOP ANCHOR BOLTS AS SPECIFIED BY PUMP MANUFACTURER l8 PUMP & WET WELL DETAILS_ .c;, i r • c. - Foecja_MA //,/ BOTTOM AND FIRST SECTION OF WET WELL SHALL BE MONOLITHIC 1 . Purrtps (2 ea.) shall be Flygt Model CP- 31a2 or equal, to+QUY 5ubrner5:lbkeJ electrically operated sewage pumps witn two 5 H.P. motors and impe-ller model 432 capable of operating on three phase, 230 volt , 60 hertz power supply. Pumps shall deliver /80 GPM @ 40 'TDH. Pumps shall be non -overloading under any condition. 2. Provi de and i nstal 1 2 Hal 1 i day or equal Single Door Access cover, Model A3o48 (30" x 48" opening) or approved equal, complete %1ith upper guide brackets, chain hook, and stainles"s steed cable holder. Also provide padlock staple and hasp. 3. Provide and i nstal l four (4) Flygt or equal , direct or -king -float swi+ches, Type S, Model ENH-10. Three sensors shall be used for pump operation and a fourth sensor for high water alarm. Floats and..control system shall be low voltage. Install float controls away from pump leads and out of the flow of influent sewage. 4. Provide and install Sta-Con Control Panel, o equal, with NEMA 3R stainless steel enclosure. This panel shall have type EQ frame circuit breakers and horizontal rotary oil -proof, three po-sition selector switch for hand -of -automatic operatio.n. Controllers shall include alarm light as well as audible device, elapse time meters for each pump, lightning protection (3 phase), phase protection and low voltage protection. Control panels shall have auxiliary generator receptacle (Pyle National JRE 4100 or approved equal) standards and specifications. Cabinet shall be aluminum dead front construction with continuous hinge. Controller shall include pump alternator with alternator test, emergency generator circuit breaker with interlock, DC alarm with battery and charger and alarm silence. Alarm to be energized by power/phase failure, high water level float. Provide duplex 120 volt receptacle in panel. Shop drawings required for approval. All electrical work to be in strict accordance with 1 ocal and national electrical odes . Cabinet to e lockable with Staple 4 hasp- Confrol Panel cabne�, Shat1 byre2 �land��9, +ut,u cabn�4 , ?s SnaWr� an ptan5•Q S. The underside of aluminum access covers and all aluminum surfaces in contact with concrete shall be coated with a suitable bituminous paint. All nuts, bolts, washers and miscellaneous hardware are to be stainless steel. 6. The Contractor shall coordinate wi th the FLOR/oA ��O�.yF�P �1'GyT CO— for electrical service to lift station and shall meet all power company requirements without additional compensation- 7. Pressure gauges shall be stainless steel with stainless steel diaphrams and 4-1/2" diameter dial and shall be calibrated in feet of water with a range of 0 - 60 feet. Gauges shall be located in the valve box. 8. Lift stations shall conform to Standards and Specifications of the C'iTyyc 9. Grass and mulch all disturbed areas. 10. Shop drawings required for pumps, piping, valves, fittings and electrical equipment are to be submitted to the Engineer and for approval pri or- to construction. . r AP"PROVED FOH CONSTRU CTION C✓T — — 11. All influent line shall have Y,iater-tight seals. LIFT .I , ft"'On"211 12. Landscaping to match developed surroundings. - -num"ETAIL SHEET ACTIVITY NAME JATE _ _ _ SCALE DRAWING NO. DESIGNED BY DRawN BY2VIE dto �� i�Aufil. LocA'[tar� . �'�`t� DAT E �3'67P7•>�c� CI Y OF S N ORADDED NOTE TO EQUIPMENT P. .P CHECKED BY �� P 2. s Io)sB sveciFl�ArIoNS 4TO FOR APPROVED BY (,E3l�,�IA/c'�Q 2I� 12 T l; 12 1�G.C2• (iOMM�NT� J G JOB No. ✓�'06 , 27 PROJECT CONTROL REGISTRATION NO , ��' :% / NO DATE REVISION APPROVED NOTE: The Contractor shall furnish dewatering equipment as required to install structures. Ground water conditions may vary causing the required equipment to vary: The Contractor shall perform field investigations to determine the necessary equipment for each L.S. site. The cost of dewatering shall be included in the lump sum pay items for the appropriate Lift.Station. *-NOTE: SEAL ELECTRICAL WIRES 1-0 WET WELL IN CABINET WITH 'DUCT SEAL' OR AN APPROVED NON -HARDENING SEALING PUTTY. ALSO PROVIDE SEAL -OFF IN CONDUIT AS SPECIFIED IN THE N.E.C. FOR CLASS 1, DIVISION 1 HAZARDOUS USE. (ply ,(o/G djlo-� Sew.l Entire assembly shall be primed and then / three finish coats of dark green exterior metal paint shall be applied (with the CONTROL PANEL 0, exception of the stainless steel enclosure). __ I MAIN DISCONNECT 1 \ 0 • ELEC. METER m N PRESSURE GAUGE (TYP.) AND VALVE _CHECK VALVE (SPRING TYPE) (TYP.) -PLUG VALVES `DEZ.URIK' SERIES 100 (3) 4' ALARM LIGHT / /2"M/N. (slfl Moumtaa) E7/IST 6�,VVV'( SEtNE12• Two 7' x 3" x 3/16" steel tubes with capped — ends ends (galvanized)embedded in concrete . t. 1 MECHANICAL JOINT (TYP.) "UNF-STRUT' SUPPORT ELECTRIC METER �O Quick service disconnect ` ° ° CONTROL PANEL (NOTE 4) b 11 (6" h f t) PLAN • ./004\ ►® ��. \ #6 0 REBARS y 1 A #6 0 REBARS E.W. Lightning arrester ahead of control panel L46--Al arm e wea-t er proo uni ACCESS DOOR (NOTE 2) (General Electrical or equal). ° 3!0�� z --' I �• — - UPPER GUIDE RAIL AUD/BLE ALARM S/LE.VCER 0L/rrolv Emergency power receptacle BRACKET 30" X 48" X 3/8" ALUMINUM PLATE, COVER WITH 2 SEAL -OFF PADLOCK STAPLE AND HASP, SWING HANDLE, �- #6 0 REBARS 9'o.c. E.W. 3/4 hose bibb with backflow preventeri._•v o �.(pliable sealant) ALUMINUM FRAME AND HINGES. EL.290 :ter 4" AIR VENT W 6" BLIND FLANGE WITH 4" THREADED ;Oof • Galvanized riser. // BUG SCREEN 4 ConG. TOP ELEV. 290 ,�� INSERT PLUG FOR EMERGENCY PUMP OUT. !2 M.Ax. -- ,..., CONCRETE BASE SECTION A - A .I i�.9 r• ° ryi 1 " P. E, water servi ce. 4 1111.. b `\' I'II1:: 3EA. Z P.V.C. SFE `' VALVE BOX & COVER WET WELL TOP N T. U•�` CONDUITS . � DETAIL . : .... 1 --® C ® S DETAIL T BELOW CONDUIT FROM TRANSFORMER OR MAIN SERVICE (NOTE 6) —� m LIQUID EQUIPMENT SPECIFICATIONS �rou �. /rof-r /o%P� ® LEVEL T - ELECTRICAL NOTE: ALL INFLUENT LINES SENSORS I. • Pumps t2.ea.� Shalt be Ftyc3t Moci�t CP- 5127 or equal , 1-ofally Submersible, SHALL HAVE WATER (NOTE 3) 2` DRAIN � #4 O REBARS 6' o.c. E.W. THROUGHOUT electrically operated sewage pumps with two �^H.P. motors and TIGHT SEALS �� impe-ller model r capable of operating on three phase, 230 Volt, 2' FLAP GATE O./�1?`G• 60 hertz power supply. Pumps shal 1 del i ver -4/5 GPM @ 41.5'TDH. Pumps RolziP for shall be non -overloading under any condi ti on . 8° P.V.C. � 1 � STAINLESS STEEL LIFTING CABLE (3/8 ) � , 1� HIGH WATER ALARM ELEV. 22.0 '� _ INV. ,24. 7 � ' �° (1 FOR EACH PUMP) Fopc�MA•�N 2 • Provide and install 2 Halliday or equal .Single Door Access Covers, Mode( �',3048 20.0 � 2 STAINLESS STEEL PIPE GUIDE RAILS (30" x 48" opening) or approved equal, complete wi th upper guide �2 PUMP No. 2 'ON' ELEV. brackets, chain hook, and stainless steel cable holder. Also provide T TRUE ORIENTATION NO U "RAMNEK" GASKET (TYP.) padlock staple and hasp. PUMP No. 1 'ON' ELEV. 19.0 SEE PLAN ;. . 4" DI . P. 3. Provide and install four (4) Flygt or equal d'irec•t acting -Moat switches, Type ASBESTOS CEMENT COLLAR 3 S, Model ENH-10. Three sensors shall be used for pump operation and a ® PUMPS'OFF'ELEV. /70 WITH RUBBER RING SHALL 'I.D. PREFABRICATED REINFORCED CONCRETE fourth sensor for high water alarm. Floats and. control system shall BE INSTALLED WITH USE PIPE OR PRECAST MANHOLE, COAT INSIDE AND OUT be low voltage. Install float controls away from pump leads and out OF PVC AT WET WELL INCLUDING ALL PIPING AND VALVE VAULT WITH of the flow of influent sewage. NOTE: POSITION SENSORS OUT OF FLOW PATH TWO COATS OF "INERTOL" STANDARD 'BLACK OF INFLUENT SEWAGE AND AWAY -�4 ZMP BITUMINOUS PAINT. 4. Provide and install Sta-Con Control Panel , Model 38L5 or . FROM PUMP LEADS 6" GALVANIZED WATER STOP equal, with .NEMA 3R stainless steel' enclosure. This panel shall have type EQ frame circuit breakers and horizontal rotary oil -proof, three �{ 6' ANCHOR BOLTS AS SPECLFIED BY PUh1P position selector switch for hand -of -automatic operation. Controllers ELEV. 1.4.50 I 600 4' GROUT 14ANUFACTURER shal 1 include al arm 1 i ght as wel 1 as audible device, elapse time ° ! meters for each pump, lightning protection (3 phase), phase protection • •' •.°. •'. �� and low Vol Cage protection. Control panels shall have auxiliary generator receptacle (Pyle National JRE 4100 or approved equal)' standards and specifications. Cabinet shall be al uminurn dead front ► G _ construction with continuous hinge. Controller shall include pump #6 0 REBARS q' o.c. E.W alternator with alternator test, emergency generator circuit breaker with interlock, DC alarm with battery and charger and alarm silence. 2 EA. MECHANICAL JOINT GLANDS ' Alarm to be energized by power/phase failure, high water level float. W/ RUBBER GASKET CENTERED IN � . � ; •. �. _ BOTTOM AND FIRST SECTION OF WET WELL SHALL Provide duplex 120 volt receptacle in -panel. Shop drawings required WALL PRIOR TO GROUTING BE MONOLITHIC for approval. All el ectri cal work to be i n stri ct accordance wi th local and national electrical codes. Gabinet to be lockable with staple 4 hasp-0 PUMP& WET WELL DETAILS 5. The underside of aluminum access covers and all al umi num surfaces in contact with concrete shall be coated with a suitable bituminous paint. All nuts, bolts, washers and miscellaneous hardware are to be; stainless steel. NON -SHRINKING GROUT _ 6. The Contractor shal l coord'i nate wi th the FLORZ,OAPOM/ER 0_16!117" Co. for electrical service to lift station and shall meet all power company o a i requirements without additional compensation.' WET WELL WALL _ o a 7. Pressure gauges shall be stainless steel with stainless steel diaphrams and 4-1/2" diameter dial and shall be calibrated in feet of a , water with a range of 0 - 60 feet. Gauges shall be located in the 0 v valve box. 8. Lift stations shall conform to Standards and Specifications of +he 9. Grass and mulch all disturbed areas. 10. Shop drawings required for pumps, piping, valves, fittings and electrical equipment are to be submitted to the Engineer and NOTE: The Contractor shall furnish dewatering equipment as ClTSr' of S.�.yF©R� for approval , prior to construction. • d 11 t t G d t d't' � ' r Conklin P � O z Ln Pe an Holmes ENGINEERS, INC. POST OFFICE BOX 1976 500 W. FULTON STREET SANFORD, FLORIDA 32771 TEL 305 322-6841 TEL 305 831-5717 COAT VALVE BOX WITH BITUMINOUS PAINT.. (INTERIOR BLACK) F1 4' PLUG VALVE FM 4 APPROVEDFQR CONSTRUCTION require to �nsta s ruc ures. roan wa er con 7 ions may vary causing the required equipment to vary. The Contractor 11. All influent 1 i ne shall have water -tight seals. LIFT. STATION, HINANO. 3"equipment shall.P erform field investigations to determine the -necessary for each L.S. site. The cost of dewatering shall 12. Landscaping to match developed surroundings. be included in Lift Station. the lump sum pay items for the appropriate DETAIL ACTIVI TY NAME DATE DESIGNED BY } - SCALE ,t/c7,v DRAWING NO. DRAWN BY ----�� - —r — ----- - — CHECKED BY C�P A ,�82,FN�OJDATE 8-i�- ADDED NCF, E o ECRU I PM ENT SPECFICATIOr1S 4. P.E.P DATE ��P f I987 13 CITY S A N FORD DATE TO FOR APPROVED BY �� C �RA�C�� 21 gg i��f2 ��.12G-PROJECT CONTROL REGISTRATION N0 ��9/ REVISION APPROVED JOB NO.,`�'0>02 ?� AN 1 0 1989 ; c i C _- � ;f i 4 o: i 7 r INS STATLER SERVICE & SUPPLY Ix i i j �J � d ui S?AILLR SERbICE S SUPPI - AUG Conklin Porter and Holmes ENGINEERS, INC. POST OFFICE BOX 1976 0 500 W. FULTON STREET SANFORD, FLORIDA 32771 TE L 3 0 5322-6841 TEL 305 831-5717 STATLER SERVICE 8 SUPPLY R faro. I DAT E I TO I FOR I PROJECT -- -CONTROL 16 fz- V-OAV W2V- IZ+00 I'l " �. . / L'a � c' - Qv I �1; ACTIVITY NAME DATE 1 3 0'(H) DESIGNED BY: SCALE: - 2'(V) DRAWN BY: L CHECKED BY: A DATE: SEPT./ 1987 APPROVED BY: c - 6c L\- rqc'4-k I REGISTRATION NO: N 0. DATE REVISION APPROVED JOB NO. SO 6 0 2.2 7 PRAWING NO. '19 j N000#4 1 3 0'(H) 1 2'(V) CITY OF SANFORD F.M. PLAN & PROFILE, LIFT STATION No.2 AUG i 0 1989 Ln Conklin P I m � o i m 7 ®rter and Holmes ENGINEERS, INC. POST OFFICE BOX 1976 500 W. FULTON STREET SANFORD, FLORIDA 32771 TEL 305 322-6841 TEL 305 831-5717 a nk— [3 `�- DATE TO FOR PROJECT CONTROL ' ACTIVITY NAME DATE 1":30' (H) DESIGNED BY: M. FRIES SCALE 2 (V) DRAWN BY: c' C> . PL' l_VEP, CHECKED BY: 0 //88 F.ti/ CLASS -al �t/OTlS elG,� DATE SEP1`o, 1987 APPROVED BY: ` 1e;1 1 10/88 GENERAL REVISIONS Ji'B REGISTRATION NO: N 0. DATE REVISION APPROVED JOB No. S0602.27 DRAWING NO. 2 0 F.M. PLAN & PROFILE LIFT STATION. 'No,,, 3, 111111111 86 I 87 88 SAN FO fZD ANE. [] Existing Water Meter r o Existing Water Valve -�� Existing Fire Hydrant $f.OGh. 0 Exi sti ng Wel 1 • - � � �-STY C'ONtM• ®. a o s I -STY ^STY -STY Z- TY — Existing Combined Sewer Line aLoGk WOOL? WOW WODt7 1NDDi7 WODD `� — —� Existing Tank Vent Rt-S. 12�5 • {2ES. t2 {Zt-S • �� 125 . ® Existing Manhole DE:m5E: Wooiz�,s W O Exi sti ng C1 eanout 1\ I r� `�' � � W -1 @ Existing .Power Pole (Wood) GD Wr, _ _ — ( �,I�ED----o W I Q W Exi sti ng Power Pole (Conc) r -' 15"`rwif,! O,AI< I I I N (•— Existing Guy Wi re cam 30"uIC402Y Z I I I L PoRT I UJQ Existing Light Post I ; I I �"" 18 hw-METTo ( f Al_METTO I I 1117 L:: o Ex.i sti ng Transformer I-STY�j�❑ Existing Telephone,Box �:`1 AO.( -)AI<, ' / 12 I I I Vvo0V � woob ;.cQNG:I I % � iI �:::..: - ''�•— ---� � 0 Existing Meter I2E5 _ II I �0\ I ' (p 14, 121W(Ty ) COMM• I / �� II ® Existing Gas Meter I Existing Fe nce o Exi sti n Concrete Monument GyT iTYI •) I )ZIPa■ Exi sting �L,1E-rT` /� \ I II w .Wood Posts -szY 4"SEWEf� FIP I \ II I W D12T L1PIzol�ll - I 8 I I I ( 1 1 '4°wY� COr.�G.APrzo III • Existing Metal Post II Mot? ( STY I \ (_SW 1 Pdr_ME-rTo I I I k it - MOP \ WDOt7 P;zoP. �" Pv.G� - FM. Proposed Plug Val ve I \ IZES• \ IZ�S. DIET ,OP2 I I • \ DI 2?" APtzO1�J CaNTR4GT I SL� I \ I Mt✓T \ � I i � ( Proposed Vacuum Main T i„_ MULf 1 Proposed 3„ Air Vac Valve Pit (54 Sump) 7TE U W V_ Tz E I� 1 W DDD 5heo� �� W Proposed 3 Air Vac Valve Pit (30 Sump F_ eb) •-S"[Y i Ga Concrete Encased Vacuum Main I I Wb01� I Q_ Access Point (SDR-21) r NOTE: CONTRACT 1 CONTRACTOR TO INSTALL VALVE PIT, PIT BREATHER, CONNECTION TO VACUUM MAIN AND SERVI E LATERALS TO A POINT 5 FT. FROM VALVE PIT OR TO OPPOSITE SIDE OF ALLEY EASEMENT AS SHOWN. CONTRACT 3 CONTRACTOR TO INSTALL SERVICE LATE AL FROM LOCATION STUBBED OUT BY CONTRACT 1 CONTRACTOR TO HOUSE/BUSINESS AT GENERAL LOCA ON AS WELL AS PROVIDE CLEANOUTS AT EACH BEND IN THE SERVICE LATERAL AND PROVIDE SERVICE LATERAL VENT ("GOOSENECK') AT EACH HOUSE/BUSiNESS END OF EACH LATERAL. PROPOSED SERVICE LATERAL LOCATIONS AND POINT OF CONNECTION AT HOUSE/BUSINESS SHOWN ARE BASED 04 THE BEST INFORMATION AVAILIBLE TO THE ENGINEER; BUT IT IS THE CONTRACT 3 CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY EACH LATERAL LOCATION 28 26 .214 2® 1� Conklin Porter. and Holmes ENGINEERS INC. POST OFFICE BOX 1976 I z O 500 W. FULTON STREET z SANFORD, FLORIDA 32771 - m TEL 305 322-6841 TEL 305 831-5717 89 qh 9! DAT E TO FOR PROJECT CONTROL ACTIVITY NAME' DATE ' 1":3(Fi) SCALE: 0(H)DRAWING NO. DATE: SEPT.,1 987 1 JOB N0. S0602.27 DESIGNED BY: M. ��? S `�'1W DRAWN BY C.17• Pu1,vEiz 91�'1 CHECKED BY: 20 d 88 Ffi CCA$9 9Li6.t/tifE�r/T dCB APPROVED BY 1.G. [3t�iG1-1 �i($} 1 10/88 GENERAL REVISIONS J'CB REGISTRATION NO: 34'191 N 0. DATE REVISION APPROVED I I opl✓N P c,wr _ I— W W 93 rter and Holmes ENGINEERS, INC. POST OFFICE BOX 1976 500 W. FULTON STREET SANFORD, FLORIDA 32771 TEL 305 322-6841 TEL 305 831-5717 I, r 94 9'S 96 9 ACTIVI TY NAME ISEGISTRATIONN ESIGNED BY: 0. M �7vlirs RAWN BY: {4- M. L. / G. C2 E? HECKED BY: DAT E TO FOR PPROVED BY: �. G. 1,12A N6H PROJECT CONTROL 0 347q I 100 11 S5E svve-5-T &ce LEGEND Existing Water Line w--- I� nww Existing Water Meter 0 Existing Water Valve Exi sti ng Fi re Hydrant gLK • METAL. (] Exi sti ng Wel 1 = Existing Combined Sewer Line II ® Existing Tank Vent Cw styr Dyv-"�A C(}Y ® Existing Manhol e III I O Existing Cleanout —ITF @ Existing Power Pole (Wood) o] Exi sti ng Power Pole (Cone ) Exi sti ng Guy Wire 3 I // ® Existing Light Post / Existing Transformer �I -- - ❑ Existing Telephone Box Existing Meter ' - ----� © Existing Gas Meter -----X Exi sti ng Fence 2 STY. II WOOD ° Exi sti ng Concrete Monument v� Exi sti ng Si gn 3 II Ip ■ Existing Wood Posts r I I ® Existing Metal Post IProposed Plug Valve IIProposed Vacuum Main IIV Proposed 3" Air Vac Valve Pit (54" Sump) II roposed 3" Air Vac Val ve Pit 30" ( Sump) �+v Concrete Encased Vacuum Maui Access Point (SDR-21) •� Proposed Buffer Tank w/3" Air Vac Valve Property line per tax maps 9 8 9 9 1,00 (H SCALE: ": �, (�� DRAWING NO. 2 CLA- AL/l>rl/r`IE.VT le.23. DATE: SEPT-0 9872'6 ]DAT1":30' 0/88 GENERAL REVISIONS JCB Ri g.16b VEV ISED PEA DER CCA- N1ENjTS A.C. B . JOB N0. S0602.27 N 0. DATE REVISION APPROVED CITY OF SANFORD F.M. PLAN & PROFILE LIFT STATION e AN 10 1989 �5 39� 12" MIN. (COMPACTED) TOP SOIL 1'-0" MIN. WIDTH NECESSARY RIDGE AS REQUIRED TO ALLOW MIN FOR SAFE TRENCHING 1 -0" FOR TRENCH SETTLEMENT OR OTHER FINISH. SEE SPECS. MIN ®� RESURFACING: EXTENT INDICATED SAW CUT 3" DEEP (TYP) ELSEWHERE ON THESE PLANS / — — — — — — — \ — — — — — — NOT LESS THAN 6" CONC. SLAB EXISTING RIGID PAVEMENT PRESERVE EXISTING APPROVED GRANULAR BACKFILL REINFORCEMENT IF \ / IN 12" LAYERS & COMPACTED ANY, 40" DIA. TO TO 100% MAX. DENSITY AS BOND IN NEW CONC. DETERMINED BY AASHO-T-99 SEE NOTE: ITEM 2 \ "D" + l'-4" MAX. / _"D" + V-4" MAX.r _ "D" + V-4" MAX. 1_p^ _ MIN. MIN. -- __._ `_"" ..r MIN. x COMPACTED EARTH COMPACTED EARTH FILL IN 6" LAYERS x FILL IN 6" LAYERS x 90' 90, — 90' 1.--- -� OVER EXCAVATION TO BE FILLED WITH APPROVED TAMPED MATERIAL. (TYP) BACKFILL METHOD NO. 3 BACKFILL METHOD NO. 1 BACKFILL METHOD NO. 2 NTS NTS NTS FOR BACKFILLING BENEATH RIGID PAVING, INCLUDING FOR BACKFILLING IN OPEN AREAS, SUCH AS CROP -LAND FOR BACKFILLING IN AND BENEATH OR ALONG AND WALKS, DRIVES; PARKING AREAS, ETC.; AND IN RAILROAD PROPERTY, OR OTHER ZONE WITH UNCLASSIFIED NEAR NON -RIGID SURFACING. SEE SPECS. OTHER LOCATIONS WHERE SO INDICATED, THIS INCLUDES AND NON -IMPROVED SURFACES SEE SPECS. BENEATH PROPOSED PAVING. SEE SPECS TYPICAL TRENCHING, LAYING BACKFILL AND RECONSTRUCTION DETAILS NOTE: 1. BACKFILL METHODS AND CONSTRUCTION DETAILS DO NOT VARY WITH SLOPING OR VERTICAL TRENCH WALLS 2. FOR OPEN CUTS OF EXISTING PAVEMENT, WHERE PERMITTED, THE PAVEMENT REPLACEMENT SHALL INCORPORATE 6" THICK CONC. SLAB BEARING ON NOT LESS THAN 1'-O" OF UNDISTURBED SUB -GRADE ON EACH SIDE OF TRENCH & CONSTRUCTED TO PROVIDE FOR TYPE & THICKNESS OF WEARING SURFACE TO MATCH EXIST. PVMT. SECTION X-X THRUST BLOCK FOR TEES NTS t SECTION V-V THRUST BLOCK FOR CAPS NTS 1 •T PLAN DOUBLE ACTING STEEL WEDGE 2/3 D, 8" MIN. SECTION Y-Y THRUST BLOCK FOR VERTICAL 1 l/16 & 1 8 BEND NTS NOTE: EMBED #6 BARS-22" AND PAINT EXPOSED BARS W/ TWO COATS OF APPROVED BITUMINOUS PAINT — 2/3D, 8" MIN 11- \Ai `-- W PLAN D/4 _ E D/4 ; • / w + a w 4 D. SECTION W-W THRUST BLOCK FOR HORIZONTAL BEND NTS D/4 ELEVATION THRUST BLOCK FOR VERTICAL ELBOW NTS A B C D E F G H J K L 8" 11" 15" 4"& 6" 8" 8" 8" 3" 30" 30" 36" 9" 14" 20" 8" 9" 10" 9" 3" 36" 33" 48" 10" 18" 25" 10" loll 12" 12" 3" 48" 36" 54" 12" 20" 30" 12" 11" 15" 12" 3" 54" 42" 57" 14" 28" 40" 16" 15 20 16" 4" 62" 48" 78" Co nklin Porter and Holmes ENGINEERS INC. 0 POST OFFICE BOX 1976 - 500 W. FULTON STREET -_-- E SANFORD, FLORIDA 32771 DA �_- 'TEL 305 322-6841 TEL 305 831-5717 RRY CONC. TO LID GROUND FORCE MAIN It I V rIIVHL bKHUL IY KLW U. PRE -MOULDED (4 COURSES MAX.) PLASTIC JOINT rn SEALER o 2" APCO MODEL 400 SEWAGE DUTY AIR 18' S" MAINTAIN 12" CLEARANCE RELEASE VALVE I BETWEEN TOP OF AIR RELEASE VALVE AND TOP N OF CONCRETE COVER. PRECAST MANHOLE CONFORMING TO 2 COATS BLACK 2" G.S.P. ASTM SPEC C478 RITUMINO S PAINT r 1 1 00 00 000 1 1 OD f GRAVEL 00I I 10 0 0 0 0 0 0 0000 0000 0 16" NOTE TYP. SEE PLAN & PROFILE SHEETS FOR LOCATION OF VALVE BOX AIR RELEASE VALVE DETAIL NTS 12" I PLUGGED 6" SERVICE LINE I —730' IN. I - R_--1BRANCH W/ BEND CONTRACTOR TO FIELD COVER TO BE ABSOLUTE DIMENSION UNLESS MIN. 48" AND NOT TO SPECIFICALLY EXCEED 60" AT P UNLESS DIMENSIONED ON PLANS NOTED &4RWISE SANITARY SEWER MAIN FORCE MAIN TAPPING SADDLE JOINTS TO BE FORMED WITH AN ACCURATE RING FORM (TYP) (2) #5 CONT. 2" CLEAR 4" LATERAL - 6" SERVICE LINE S=0.67. MIN. 6" WYE BRANCH W/ 30' L.R. BEND 4" LATERAL SINGLE SERVICE DOUBLE SERVICE N TS NTS NOTES 1. ALL BENDS TO BE LONG RADIUS. 2. TYPE OF MATERIAL TO BE USED TO BE CALLED OUT ON PLANS OR SPECIFICATIONS. 3. PLUGS OR STOPPERS SHALL BE MANUFACTURED FOR USE WITH THE SERVICE LINE SPECIFIED AND SHALL ADDITIONALLY BE SUBJECT TO APPROVAL BY THE ENGINEER AND UTILITY DIRECTOR. 4. WHEN SERVICE LINES CONNECT TO A MANHOLE THE INVERT OF THE SERVICE LINE SHALL NOT BE MORE THAN 2'-0" ABOVE INVERT OF MANHOLE. TYPICAL SEWER SERVICE LINES NOTE "B" IN LIEU OF CONCRETE CRADLE AND CONCRETE ENCASEMENT DETAIL AS SHOWN CONTRACTOR MAY WITH ENGINEER'S APPROVAL SUBSTITUTE CAST IRON PIPE FOR CONCRETE CRADLE OR CONCRETE ENCASEMENT. NO ADDITIONAL COMPENSATION FOR CAST IRON PIPE AS AN APPROVED EQUAL FOR CONCRETE CRADLE OR CONCRETE ENCASEMENT WILL BE ALLOWED FOR UNIT PRICE BID CONTRACTS. FOR CAST IRON PIPE IN CINDER FILLS, GARBAGE DUMPS, SALT MARSHES, MUCK SOILS OR PLACES WHERE HARMFUL CORROSIVE CONDITIONS EXIST, PIPE SHALL BE PROTECTED WITH AT LEAST 10" OF SAND OR LIMESTONE SCREENINGS ON ALL SIDES AND TAMPED BY HAND IN 6 LAYERS. NO ADDITIONAL COMPENSATION FOR CORROSION PROTECTION OF PIPE WILL BE ALLOWED. M.H. DIAMETER TABLE PIPE DIA "D" MANHOLE DIA "M" 8" - 24" 4'-0" 27" - 36" 5'-0" > 36" SPECIAL M.H. 12" COVER TO BE ABSOLUTE MIN. 48" AND NOT TO EXCEED 60" AT FL UNLESS P NOTED OTHERWISE SINGLE WYE BRANCH 6"x6"x4" (PLUGGED) I _ ACTIVITY NAME DATE SCALE: As Afore® SHEET NO DESIGNED BY: c._/ 1?-88 _-__-- DRAWN BY: P5. 2-88 CHECKED BY: M .0. 2_88 DATE: f6e., /988 2;3 TO FOR APPROVED BY: &R4.vol-1 2-88 Q W919. PER D. �•� Gonniv►�N �� �' G g PROJECT CONTROL REGISTRATION NO. 3479l NO. DATE REVISION APPROVED JOB NO. SD6002.27 I M (SEEITABLE) V) > CONC. FILLET 2 II —11 I a N � SECTION TYPICAL MANHOLE NTS 4 UNDISTURBED SOIL NOTE: ALL MANHOLE COVERS TO BE SET AT FINISH GRADE FINISH GRADE MANHOLE FRAMES AND LID EQUAL TO NEENAH R1040 WITH A TYPE A NON -ROCKING LID. (400 LBS. FOR FRAME AND LID) NOTE: SHOP DRAWINGS REQ'D ON ALL MANHOLES AND RING & COVER ASSEMBLES NOTE: ASBESTOS CEMENT COLLAR W/RUBBER RINGS OR OTHER EQUIVALENT FLEXIBLE WATER TIGHT COUPLING ACCEPTABLE TO THE ENGINEER AND UTILITY CO. REQUIRED AT MANHOLE WALL TO P.V.C. PIPE CONNECTION �- BACKFILL PLACED ACCORDING TO 9" SPECIFICATIONS 9" D p p D 9 6" D D LIMIT OF CONC. CRADLE D OR SADDLE WHEN ID p NOTED ELSEWHERE D D D D 4 D OR D/4 WHICHEVER IS GREATER r ENCASEMENT SHALL BE POURED IN TWO POURS, AND SHALL EXTEND FULL WIDTH OF TRENCH. COMPLETE ENCASEMENT SHALL BE USED AT LOCATIONS SHOWN ON THE PLANS, OR AT LOCATIONS ORDERED BY ENGINEER. SEE NOTE "B" TYPICAL CONCRETE ENCASEMENT DETAIL NTS �i ti 1 . PERMIT e� 3 DATE RESIDENTIAL ----Y`� COMMERCIAL ADDRESS 6z,) 4'� OWNER CONTRACTOR - �1u' -- ee VALUATION y 1 E - PERMIT FEE :._.. THIS APPROVAL DOES NOT GRANT PI�R`MT Sl PLAN KEEP VIOLATE ANY APPLICABLE CODE. ON JOB AT ALL TIMES.