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Vaccuum Station City of Sanford... .. ks ,. ,..3. .... �;:�.. ... ,>-,,..r, .. . .x�p .:.., �,. . .... ,..:. e,._ ; ,. r ,,.,i ,.!,, ',t ac. ^3. -:ati # °•+Yts 1 ,i tS''� xs. -."ti .z. a ....�.. •..,.t F`. t�,,-. r'r: ,,, fir., -�., � - _ w -�s, �.. .�. . su: a-:. ... v,.,, .-. .. u.. , =t.•_,., ,., �,. '$.. >. .-., .X„.. -:, .,+. .,,3 �: <,* rah" �. , ., .t3�c . � ..,: , ,,.E , , , _ , .., ..,, , 3 . ..•�, . �• ,.. . � , .,,, ."� , .f e n�, t i^^. , y,. a; � , ,,� , : _ ;: tints,,., � � m„�: . �. ::+ � „ F s ��; , , � t ,. �' � �� , - '� •"� x. .,.. �.... .. ., ... ,. Vs Y . � l *- ;� k, rd 1a- r. ,...,. ..„. � s". •.,:.., .�.�� :s��. af, „v�F '^�j ,a -!. .1 .`v. ?",,+ 1 - �- y.--r:.. - .. i � ..... >. :.r t+.}. r :.. x . �. - .F ., .. :� .., J..f a. .. '.+� � : f._ it•'- � ,1,. .i�i'«� � ./ (D :� 'a ,..s:. ,3� _ ,.>5. -€ "'^,P��; l ?. .. s.s,_..5.:.,i�-` , .-. '3., •:...,,1. ...r, ...r4,',.s Sr,.., .>� 'f1.....t,. .. �5., .,..,...,,... `Li rt�a .t-.��y .'}t '.1 ��`+ ..,#f:;. , .s.�.:, .��" .,�4°�n..,,...,r s,�. tr�:rF, ._,., ., ;1.,�. ,+i,. ,. ,r. �.• a.. �al.,. J.«,. l >,4:. +�,. ,�{�. �s f r...3,.xat - r i i� r=.,, .±,,,. ...r �-..:t �k.'-'."-'" ..-�'e^.....:..e ,4'.. +;:ate.::.., :.::ii.y,,, �.. ..�,�.. :� �•�. �k�� :fit;tt .�$+.t.: �,s.. v I e Conklin v v Z EXISTING i StURY CONC. Ri_ W- MW FLOOR EL, 23.18 eUM 5Eu/e;4� ATOM CtOGGEC9'T/O/V MA/1t! ,f- TOP OF /U/YJ SE K/E/2 I 2124 ? 7-0 COGL. "T1O L1 VALLEY CURB 9 (AiTTER GONCI GRASS I _ WALK J toCO�V/VECT 61oAl7_, AcTO.e /S To N? TO C3000 . S 7'US -oUT METAL D ADDITION POWER POLE __ �� be W VACUUM SELUE,2 L //VE To COGGEC' T/O/Ll SYSTEM - MA/1c/ 4 To SYS'TzFM - M,41AI 5 V4CU611Y7 SEW,!F,e e-1A To COCL�'C�'/Oil/ SYSTEM-M�'1/V +�rter and Holmes ENGINEERS, INC. POST OFFICE BOX 1976 500 W. FULTON STREET SANFORD, FLORIDA 32771 TEL 305 322-6841 TEL 305 831-5717 l / rE;A IAEXiSTINi3 PGWER Y POLE EI CA 1-NOTE (T -I Wr. FM. (DIRT DRIVE 3 C > 1+ CONC. SLAB EXISTING CONC. BLK. GARAGE EXISTING I STY. CONC. BLK. BLDG. r-ANyr Mh-FE P-IA L ese- L. arm- ��•rr E-� �4 , 2) i"\ L L_ r-A I-I-r I TO I L�E t:.> -rT-1 A, r w I LL ��.� �``-I�I �- � � �UC.�C.J�-tom �i� 1�=f�°•-�� , EXISTING ASPHALT PARKING AREA /l/D TE : SEE SNEe`T # 8 ,g=29,2 /'/,CT/N / .leoP/G6 . P,2oPosEO 8 " P V c'. �'o�eCE 1+74//1/ S`.O,e Zl ,o/eo vroE' 3 ' Ml/v. cove-,P POWER POLE ---.•- F.M. EXISTING WATER MAIN EXIST. 18" COMBINED STORM/SANITARY 1EWER LINE P�I,2K//VG GOT /�AI�EME�t/T • 1 " F/�O T TYPE �45'P/-1, 3 4 L T/C COAIC/PETE SURFACE' COU,2SE I_ 13. 1A'feR0C1< .98L (COM.PAT C/_0 98'o fIASf1 TO T 180) /O " .STA.B/L /ZL'O 5'L'l3f�ASE - V 7.5 /'S/ rL'OM C',4C 7- TO AAS.4/TO T /80) DAT E TO FOR PROJECT CONTROL EXISTING 2 STY. BRICK BLDG. comm. 7 "f .' fL 00� 1-W0A/E ELEV,47-10 .1 DER E•EMA /,5 /0 0 MSG Z 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 C.B. 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 EXISTING UTILITIES, THE ENGINEER AND OWNER OF THE UTILITY SHALL BE CONTACTED. V4.ClejU/% SEK1E,C 4. THE CONTRACTOR SHALL STORE CONSTRUCTION EQUIPMENT AND MATERIALS ONLY IN THOSE AREAS DESIGNATED BY THE OWNER. AN 61,41E TO AREA WILL BE DESIGNATED BY THE CITY OF SANFORD FOR STORAGE COLGEC'T/O/l/ SYSiE/�'% EQUIPMENT. THE CONTRACTOR MAY USE THIS AREA TO PARK EQUIPMENT AND STOCKPILE MATERIAL. THE CONTRACTOR MAY, AFTER SEE C1r-)1V7;e407" '/> APPROVAL BY THE OWNER, USE OTHER APPROVED AREAS FOR STORING <M, 11d 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 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) I WORKING DAYS PRIOR TO EXCAVATING. THE DRAWINGS SHOW ONLY THE APPROXIMATE LOCATIONS OF GAS MAINS AND DO NOT SHOW ALL SERVICE LINES. �u ULI 9. ALL PRIVATE AND PUBLIC PROPERTY AFFECTED BY THIS WORK SHALL ® BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN EXISTED ULIBEFORE COMMENCING CONSTRUCTION WORK. cicc a 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. ti 11. THE CONTRACTOR IS TO COORDINATE 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. THE CONTRACTOR SHALL FOLLOW THE RECOMMENDATIONS FROM THE SOILS CONSULTANT'S 4 F,eom REPORT. cuee c //vE 13. THE CONTRACTOR SHALL COORDINATE WITH OFFSITE CONTRACTOR (IF 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. i EXIST. 12"CLAY The following is a list of utility companies which provide ;STORM LINE a service to the facility and contact people for each company: H WATER & SEWER: City of Sanford f C>PEM CUT �` 300 N. Park Avenue I RFSTO.P�• I Sanford, Florida 32771 B.41CK ST.PEET. .5'EE (305) 322 -3161 iVIOTe• /G, Attn: Mr. Paul Moore, Utility Director i� i POWER: Florida Power & Light 11 P. 0. Box 1817, 301 N. Myrtle AVenue VAUZ{ Sanford, Florida 32771 i _ EXIST. SANITARY SEWER LINE (305) 322-5381 I TO SANFORD wWTP Attn: Mr. Bruce Stephenson TELEPHONE: Southern Bell Telephone & Telegraph �2 6) 500 N. Orange Avenue, Room 337 r Orlando, Florida 32801 (305) 237-3507 Attn: Mr. Ray Bourg Buried Cable Location: 1-800-342-1901 F L. 1 4.7 3 STORM OUTFLOW GAS: Florida Public Utilities Company I --- w -- TO LAKE 830 W. 6th Street Sanford, Florida 32771 A G'O/llT.2.4C'TD,2 TO EXTEND (305) 322 -5733 F0,eCE M.4//l/ h" lIV7'0 Attn: Mr. A. P. Maheu ` BRICK APRON E-Xl57//L/G M.4/Vl-10GE. - EXIST. t2"CLAY STORM LINE in 'A r r SUPE,PSEUES PREVIOUS PkiNT lr SITE PLAN i AND LANDSCAPING ACTT V I TY NAME DATE II I SCALE - (O DESIGNED BY: Ll 16 /W 9187 DRAWN BY: .5 PS 9/87 DATE SEPT., 1987 CHECKED BY: ,vLC' 918� 0 lo�8a LANDS�Apltl�, CIEt�• 2EV JG[�j APPROVED BY: -0RAA_/C// 2 gg nwe vtiv. GemmrajT� �.G. J OB N0. S0602.27 REGISTRATION N0: 3479J N0. DATE REVISION APPROVED a S _,.�.«..a.3,,.,�:,.�.�,.7.,,�„yr._,...,.:esrx�sum.•�n.€:..ae�usssss•_., us �.��.y CTYP) 12 11 CTION 3 3 -- 1/2 STAIR DETAIL - NTS '2 �) ALJM. AI.IDQA' _ YP) IJo 1 �K ID f:)aLV. STr-F_L T2EAr7S 4" <,ir4, RFD p�pr PL&TF02r-1 Lr_r C-rYr) I FLU M . F� 3�" x `�.r C.�'- �'---_ FJ , 2 E M it s N MAt 1UF�CrL1 �E2_ S -5,TL1.I— P'lOU Tir-da M/�.`( 3E- US�I.� 3/gam' c� A�JGs-102 ��LTS IF APP20VE D v i' r.1G71 .1F 2 . 2 -U" C>• /_, 1 / UP >?oQ;:r -!O�%• �•�!�',= r�P�c� P 1EnJOLIG c� ,E A(,U1i-16r4JNI r mvF1 s-roF �po.>�E Tt_1gllca / I l�,l �-'/2' -5S 154.LL VALVE �- �LOPF r>C.)w,J Ta i L / - #�/ \ "75 17 PVC I i Vo (-_Gh,A.F-( E'- J0ie_'TI0re F_C?OAL p I —I I VACUUM GAUGE ASSEMBLY r I � MOUNTING DETAIL - NTS I' • I - 14" e f I I l� � 3��¢" C�ArIFF2_ � �'—� Fir`J. FLCIJf� �"'• eL• 23'2� eIcA7F_p • �E „i EFT 4 Vr=klTILA-TQ t', F- I�J;rO�C;�JG� VENTILATOR MOUNTING DETAIL x f NTS U 12 14 = N I " A,1 0 L F - -- - --- - f F. t r-`- "rIt. � TYPICAL WALL SECTION _ r y { �r'z ��' NTS 4 SECTION �--- �TILnTar_> i � `� -FME2C-�ENGY VACUUM _ 2• IZE�E�ZVvIIZ TANK \, I �JLL�LLL-�-. / MO•jOZ a GEtiI.3—O .570 6 WALLSEEVE 6-Tyr) TP ¢� E'� , _ -� - <r Q.,(."2UN rJ�JG r -r%) ? - !,. j� � .�,-, n / C� r - f - '� \ - - - I ix�"r TO r�1 F L �O 4'_ F c 7ia : 24 �� IU ± t- ✓`-1t�-�� - - �C1 — -0" I/ i=0r S - - +—►�F^ =_ ?` j•- f --ram * `'�. - _ t - 7-7 -- - - - - - - t — I • I s _P L A h! ---- -- --- - - DUCT SUPPOR f DETAIL SCALE: 3/8=1a"t l`, NTS ' s lYl min NTS PIPING SCHi DULE: C) ABCDE --- 8 tl C. I. , M. J. 'Transition Sleeve C rYP; C2, ABCD 8" D.I.P., P.E. - P.E., Length to Suit O ABCD 8" C.I., M.J. Wall Sleeve, L.L. 14", Clow F-1429 or equal LL - -�- 4 ABCDEF — 8" Flanged Coupling Adaptor, Rockwell 912 or equal �_ -T r, ; 05 ABCDE 8" Flanged Plug Valve w/Geared Chain Operator AB 6" C.I., M.J. Wall Sleeve, L.L. 14", Clow F-1429 or equal �`6 `J AB 6" M.J. Plug 08 AB— 6" Blind Flange (� 10" D.I.P., Flange -Flange, Length to Suit V10- 8" x 8" x 10", C.I., Flanged Bullhead Tee Cl1 AB 8" Flange Filler, Length to Suit ,12 ABC 8" C.I., Flanged 90 Degree Elbow 13) . AB 8" Flanged Plug Valve w/Geared :-land Wheel Operator ,14, ABC 8" D.I.P., Flanged - P.E., Length to Suit (l5 AB 4" x 8" C.I., Flanged Eccentric Reducer I i l i t I I I i AB AB 4" 6" x 6" Flanged Reducing Check Valve w/Outside Lever & Flanged Plug Valve:w/Lever Operator Weight - 2a" ROOF PLAN Ek1r Grzovlrf ,/ " 81 ABCDEFGHJKL 6" D.I.P., Flanged - P.E., Length to Suit 19 ABCDEFGHJKL 6" Flanged Coupling Adaptor, Rockwell 912 or equal E ' + u 0-6" x 8" C.I. , Flanged 90 Degree Reducing Elbow SCi�LE Z = t - 3 AB 8" D.I.P., Flanae-Flange , Length to Suit 8 wsr-PcY i•.::: (2_2� —8" x 8" x 6" C.I -, Flenaed Reducing Tee 41 8 " C . I. FLANGED 45 ELBOW 3� — — 8" Flanged Check Valve w/Outside Lever & Weights 42 8" D.I.P. FLANGED PIPE (24 ABCDEFGHJKLMN - 6" C.I. , Flanged 90 Degree Elbow r '26; ABCDEF 6" D.I.F., Flange -Flange, Length to Suit 43 8" C.I. BLIND FLANGE ---------- 6" C. I. , :'langed 45 Dearee Elbow 4 8" C.I. 8x8x8 FLANGED TEE - (l �� ---- -- 6 Flanged Plug Valve w/ Hydraulic Cylinder Operator 45 8" C T FLANGED PIPE LIGHT TO SUIT � REVISE _ (2 8) ---- 6" C. I . , Flanged 90 Degree Base Elbow . . , 'r "'� (2� 30 AB— AB--------6" 6" Flanged Plug Valve w/Geared Chain Operator Flanged Check Valve w/Outside Lever &Weights 46 8" C.I. :FLANGED 45 ELBOW cC CCcc QQ `/ (", ' ' US1,� •�� ' - $ - ABCD-- —6" D.I.P., P.E_ - P.E., Length to Suit 47 . 8"FLANGED _� _ PLUG VALVE WITH HYDRAULIC 1 --'— ----8" C.I., M.J. wall Sleeve, L. L. 16", Clow 17--1429, or equal CYLINDER ACTUATOR. 33�, ---- 2" PVC 90 Degree Elbow ,. ..... ." ..-.,...,aueas--issw.-rr.2uma+=smaa:r _.,,:..=w:,s. asvmn....;.. Y'—`_n.>v t_,a w.•.,.:,. f ;. -, 34! AB— - 6" C.I. Flanged Tee �5 36 AB - 2" 2" C.I. Galvanized Steel Pipe, N.P.T. - IN. P.T., Length N.P,T. Plug Valve to Suit & EQUIPMENT # ,3 2 N.P. �. 9BLDG, J Je,_ e �_�ch 38''------ 9 ---- 2tt 2 Galvanized S-Iee P_oe, N. - No Hub vla,-•,:, o- P'JC--D Iron �Lpe nnectIo:• �L4RPLAN 40 ABC-- ---2" PVC Pine, F.� - P. Len, �c S _.. ACTIVITY NAME DATE DESIGNED BY: R.D. WHITE 7-•87 SCALE AS SHOWN DRAWN BY J.L. COGAR 7-'8 CHECKED BY --- Q la/88 >Lt,.tE��aet�GY Puc-��ouT J .0 t� DATE E. AUG., 1987 APPROVED BY: _.. I © 2190 12I:Iz 5-;NTs J6 REGISTRATION N0 ' N0.-� DATE REVISION APPROVED 80602.27 - 3 C, -OF SANFORD VACITYUUM PUMP STATION' DRAWING NO 3 m r m m z z m Ir m 'e7 O I..- 17 E 1�0 W L. 0 G ;d- -. GQMM0" �Ou b W' (o-'k -. 000IC'e7O- HEAP-_ �t25-Ti1P1G�L- . f 24 K ' �IiI�II Iltl �o o n7 CGN/T�PdGGc.� a r; • su�R7' 3 /, � L a i I1` ' 1 2 l i . 0 J/f .r . a—t T l __ v �i e>- - ./ GoLI.EGTIOt�I TANK. To T. I i fH A3o0� F 6 J.. ' ' ' s,��.Uc�6, � 21 i F; x _ or`� � �. >a%•�/� Ate si.�s , �" $LINI7 FCANGE - i - � I�- "" �� r�o,✓ 12 2 .o . � 4o tt f-Oi2 UeAt4 OUT 11 (_ - ifs i�cr,�/c= e \ z 4 C" Eta/<1 ?r (- o x 2iVA7-l�lG-r: Wl ri-1 ��/ 4 v ' J (/r1Lr/C7 17 � *i U1w�L @ /2" /.F. � GE / s l2aP 4 "D fi/3ci�/A' 5b,12, ; �� _ . - i� 12 "� 57,-)!' 2' 3' A,3e)ve G,J %,6t/J ( t ► C: /2"..02FJ�2 /325 C".Ty� 12 �t�rtc + I / on 'c�i4. DOK/e2L6 @�" sro � P - r -u• - 111 Ao IL a l _---:-r n nu im - /8'/ 1 . V t.=r.J j- ► L-Ov D g; 1 '4 I i f i 3 ELECTRICAL LEGEND SYMBOL DESCRIPTION �{� MALL P`�icsLl�1T'f�D tNCb.�JC��C,EAI'r oR Nlc> LIEyE-tr FtXiL1l�E �A 1-Tc)dWTrz- o PLLIOPES.EilT LIC t-I-r FfX-111tz,e -^ O: P ,&Zc>YE�- FI0lsHeP FLcor7, FbE r-d"j5NED SY ELECTRICAL coOT?,.&,crcA --- - - ------------ ---- FELA---- FL1r,>IA1=�NED PAY C>TNERS ---- IJ00 IJWLf-::sc—' oc: rEo- D P�r-LL e±o1 purr coHcE,&LEO IQ 41,&LL OR e- LUtJg C.Oti.Ipdrr cn0cE,4,-L>"O Ill PL.00g(CK Lott C-iR�� OI.I SITS 1'LAt�I� - --CoKIPUIT expos o oo I.JASL.L oR CEILItJU Hc>ME�L1tJ CoNC�I%2 CIt�C'1_.1► i � DI sC1>NH�T .sI,J ITeN , �IOH -1= UsI�tE �, __ _ Mr,To� Cat tt IE,C f IotJ !,J ITW ,a PPRoxIM ATE �lo�{sEY Pcx�l�R sI-Iok� f� ---® - -rHEgI.,jo-.-rA-'�Feo) S sji,�LI✓ PoL� s1�11ie� SYw� ERr�i�L trloT'or� SWITCH-I�!<1>✓,d.-1"I-II✓t2PRov�-�FBIr� _— ETFcI EL..P�se-D -Fl Mr-Kt�-rER J-rG, SNUTTE BtP,o — C.0tJI Pbtall=l- t2FiJ�'t1�.t✓� ` Tv LoI,J LFXEL �� i� ; �til L, I l�r-i --- - -- -- --_ :a I r I � i i kY { - _ i _ s RP, q I I t_ I i F i{ 1 I� I I �30i"T�1 �i✓ �hC_fURES � I j, I II i I I 1 ► i � i zA PANEL . SCHEDULE I SQ. /-=O- VOL�Tj—�- PHASE, 1' WIRE lo�_AMP. f4M.C.B. O M.L.O.9 SURF, ❑ FLUSH. ' O POWER PANEL (SLIGHTING PANEL NOTE!:ALL BRKRS. TO BE 20A.-1POLE WITH 412 WIRE UNLESS NOTED OTHERWISE. REMARKS: TOTAL LOAD' 1.01 NO. BRKR. PURPOSE &COND. WIRE KVA LAD DESIG. 1 LT b 2 �t.IT v •"j 3 r n 5 6 c 7 sP.ocr--o[JLY ,a 9 10 ; 12 ' r�-A PANEL SCHEDULE _.15 PHASE,A—WIRE cw AMP. o M.G.B. ❑ M.L.O. O SURF. ❑ FLUSH 0 POWER PANEL SLIGHTING PANEL NOTE!: ALL BRKRS. TO BE 20A.-1 POLE WITH 412 WIRE UNLESS NOTED OTHERWISE. REMARKS: TOTAL LOAD CIRCOND. NO. C BRKR. PURPOSE &WIRE KVA LOADES,(-,. DES,(-,. 1 L-rE, Q Cn 2 C3AT7 CF IA�E�K 41 I . ` 3 Al."I el f3ELL t . o dLEPTS 5 6 7 8 9 A�+rr , I 1�.5A�F3L�. pbe-rr QNL 10 - -_ --- -_! — 12 - • - 2!I-e'r • — Et�j�l� E'1�-! G`-� ill bTo I� C..�P�.I"t��L C�"i��Z 11 E•1�'�( Cs��l,'� �-_ i i I ( I ( (D T a I \,.- `I MAIN CIRCUIT BKR. WITH SHUNT TRIP PROVISIONS SIZED PER MOTOR CONTROL CENTER SCHEDULE Ln PHASE FAILURE RELAY - +-- (EW. AL TO 5[ • C�'! � �� 80v zo MONITOR MOUNTED —� IN PHASE FAILURE CONTROL TRANSFORMER PER MANUFACTURERS REgUIREMENTS COMPARTMENT IN MOTOR CONTROL CENTER _..._ CAPACITOR TRIP UNITE UAL TO S ") OST-200 tNc> f0 `ri�.i N MOUNTED IN PHASE FAILWE COMPARTMENT LOSS or-17 NO SCALE fl NQrF: ELECTRICAL tONTRACTOR TO PROVIDE 2-4- RIGID GALVANIZED, CAPPED SLEEVES THROUGH EXTERIOR WALL OF GENERATOR ROOM FOR LOAD BANK TEST CABLES. 3' OF ° • , .---------___._ _ .-Fu3.. �tL: "1°E AaIJ... CALCIUM SILICATE: INSULATION .,.- LAT —_ -----LOW r 1j, nla' JWi it H: h' ROD HAPIGER NT P - --- - 4 PIPE: — i \' -0ENT TO BUILDING WAIL, AND \ SHALL 3E RECE � ,_O RE )W PA14CO 4REA '- C XTEND,TO HEIGHT RE�UIfiEO !�N CONr L E BOxFS `�t1'R LCCKAUt.F_ 8Y CQDE. TEEL ,_O ERS - � � ROD HANGER \� s 'VEE' SHAPED WALL SUPPORT_,.._ T,0 LEVELtINETER FUEL ---- -- ( _... T -- --'- -- L. suP LINE. -o CENERAFOR AP VIBRATION ISOLATORS • RAIN CAP . MUFFLER DRAIN EXTENDED NPT +J�: ONNEC?ON FJR A AFiM �= — FINISHED GRADE BEYOND INSULATION -- _- -� __- - -- 4- RIS P, aTEN .JM, PIPE �• i DEPTH AS R- JIRED BY L � I k' / PACK SLEEVE WITH THERMO FIBER _ - �- — DRAIN PLUG F q� (r ( i // ��E'_ `c>t�K:STI-P3.at.•1D GENERATOR M GR. 1-f' (� _ �_j ��--�1L .arP�DvrD.sN(�t BE sTRucT,tRFLLr SCHEDULE 40 (EEL SLEEVE. o--- _-.- 3' ANGLE IRON FOP ;NSTALLAFIOi oEP'H DIAMETER TO BE 4' LARGER THAN E� - - HAUST LINE _ - 4- ,st ' TIE, DOWN RODS PER OU�KLES; — MFGR. RECOMMENDATIONS 1 _y,,)y RADIATOR rJIfH CANVAS FLANL�E -A]R I /--�- ' � ADJUST OR iDR' J� -OR E UAL � �'^ FLOW �- - r P LIVERED OPENING BY C' Lr_-cr .' ICAL I ' -- EA ,E 1 opo': BE OF GRA LOUVERED L____ ___ ' ��' -o o -� _ CONTRACTOR-I%2 TIMES THE RADIATOR— I I - r - — - - J �- ao AREA. I i. ^ Q,'o �.c o` o ° roc° °° a°• p�oa c° ' �____�__.__ _ •' °-,--�____; ( I VIBRATION ISOLATORS ' `'' < I I� CONCRETE PAD:— -� _ __ —, , I I I I I `r OIL .DRAIN ' EXTENDED BEYOND BASE SHALL BE 3000 P.S.I. L-a I,1 , --��-i p` WITH SHUT OFF VALVE AND PLUG CONCRETE 12 LARGER ON r-'� i , ALL SJOES, TH"-^N PLAN --12` x '_2 x F' STr • PLATES: , QIMEdSI0N5 OF TAN(, o' THICK, i'AO ON A 5 SIDS C'F TANK,RUN RODS wtTH ; q �EtNFDnrtNG aaRS _ THROUGH P_AT' aNO WE_0 KTL4 SIOES. FLEX CANVAS CONNECTION - - 12' O.C. 913TH DIRECTIQNS TOP PoNO BOTTCM. . i I LPL SEWAGE PUMP # 1 & # 2 NO SCALE o o I,_l Iyl Lc -r'o V.C. c��lEL ,ONT. IRUR-POSE HP 5TARSTARTERTEM ON NO. STRTR. I t• and SiZ 1i �1�G REMOTE CONT. ITEM B U s s I z E �rxp A M P 4"'-0 VOLTS &>�A° 5 0_--vV.or-L-r,4 c,oNIanEcTI0N BRANCH FEEDER REMARKS IOISC. WIRE GND. COND e4c1 vb 5l2 ?� PH t>�LLJi'E; RE �Y # i2 :VIz Yz'I bp�K,R• odLY L1r.iI r �Ii1,8.`T EK --f 3 _ its G q > • rc>R " GG9" r �4�3 2�iC Yt + 2,+ bV-A-,' Q_ vt-1L.Y 401� 410 { .�s a k a �•;� CENER"EMCCA"s 0 T 0"R. CONTROL ,t I ��°' � ' , ` vO A. _ 5W W tm-\ CONNECTION Ii CO�I�. i 1I'. EMOTE nA�1PH f FEEDER NO. I'URI�OSE H p YSIyI 0�� STAfI"I"ERT"i�. _ . COAI`i'. I�IS'Li, ... ITMt .• p lIIRI�. CND. FII��IARI� CON0 I Ia11Y �E�-rl✓ €� r -- --- -zo VA�LIL.lPr1 �rJ-r.pr.IL. loo +05 2 M i t._1LI -TE- 7' 11<I1<, DE.L 4( ' OIJ `i`/` i� r, _)MCCA' ELEVATION NO SCALE ACTIVITY. NAME --- — SCALE DRAWING O. - - - --- DEIGNED BY;RJS i NO NE _ DRAWN 8Y� � �. _ , { -- -- ---- -- -- — - DDT E , J C 19 8. 7 CHECKED BY! LJ JDATE ., - APPROVED aY��.J � 2138 E�rz ��•(�• GoMM-i✓j�ITs , � �)L.�? ,Jos No 50602,27 €�EGIST'RATION NO � N0. DATE IREVISION !1PPROVED _,.�—�—�}i.46 3s^s w3' � . - .....e . . Xx .§ �_ i:,r�. u - .icy. .x.ux. ., :. __ ...x.:.�._. er_ ^'cJC:,.t'' �.d_�.., x....�..._a'u�1S.G�iFs�a F>?'a•-�.*`w iZ»;C:L,.�^�*'�ea.`a: .. ,«: .e .�,w..%+ctii:55;�8a"iittd.w.'<u,L.:ec$•,..:�iz�'...5�...i..::�.!�i'�:.�1m:t.6%.�.•...c..,di:�lir..::m�..a.w N v EXISTING ASPHALT PARKING AREA J W h V x o 2 uj .-. Y (n N-- GENERAL 1. THE LOCATIONS OF EXISTING WATER LINES, COMBINED SANITARY CABLE TV., UNDERGROUND ELECTRIC THE DRAWINGS, HAVE BEEN NOTES PIPING AND UTILITIES, SUCH AS GAS, AND STORM SEWER, TELEPHONE, CABLES, ETC., AS SHOWN ON DETERMINED FROM PLANS FOR THE w I ■ ... ~ v 4ic-Rom CURB G//VE VsiCUUM SEGIWE,Q &A/5 TO COLLECr TiO.V SYSTEM "541A/ Alo./, EXISTING FACILITIES AND CONTRACTOR. PRIOR TO CONSTRUCTION MATERIALS, THE CONTRACTOR "AS -BUILT" DRAWINGS AND LOCATIONS OF ALL EXISTING CONSTRUCTION AREAS. 2. IT SHALL BE THE CONTRACTOR'S SERVICE, ALL EXISTING SERVICE CONSTRUCTION UNLESS OTHERWISE ANY PIPING WHICH CAN BE UNDUE INTERRUPTION OF SERVICE THE CONTRACTOR WITH THE OWNER. 3. BEFORE WORKING WITH OR AROUND ENGINEER AND OWNER OF THE ARE GIVEN FOR THE CONVENIENCE OF THE AND THE ORDERING OF SHALL ADDITIONALLY REVIEW EXISTING SHALL FIELD VERIFY OR DETERMINE THE UTILITIES WHICH ARE LOCATED IN THE RESPONSIBILITY TO MAINTAIN IN PIPING ENCOUNTERED DURING INDICATED IN THE DRAWINGS. REMOVED DURING CONSTRUCTION WITHOUT MAY BE REMOVED AND REPLACED BY PERMISSION OF THE ENGINEER AND EXISTING UTILITIES, THE UTILITY SHALL BE CONTACTED. r 1/.4C'C1U/►'J SEIc/E',e G//t/E P.eOPOSEO 8 FPY.C. FO.eCE' /r74//t/ SO Z/ P,eo vrOE' 3 ' M/�v cov�,P POWER POLE------_—_.—.�� ! (� SEE CD�t/T�PACTI EXIST.12"CLAY I STORM LINE POWER: VALLEY I EXIST. SANITARY SEWER TO SANFORD WWTP 4. THE CONTRACTOR SHALL STORE MATERIALS ONLY IN THOSE AREA WILL BE DESIGNATED EQUIPMENT. THE CONTRACTOR EQUIPMENT AND STOCKPILE APPROVAL BY THE OWNER, USE EQUIPMENT AND MATERIAL. 5. WHERE PROPERTY MARKERS, SECTION AS STONES, PIPES OR OTHER ENGINEER AND OWNER ARE TO MOVED. THE MARKER SHALL THE ENGINEER AND OWNER, AUTHORIZED WITNESSED OR REFERENCED THEIR LINE BE REPLACED BY AN APPROVED EXPENSE. CONSTRUCTION EQUIPMENT AND AREAS DESIGNATED BY THE OWNER. AN BY THE CITY OF SANFORD FOR STORAGE MAY USE THIS AREA TO PARK MATERIAL. THE CONTRACTOR MAY, AFTER OTHER APPROVED AREAS FOR STORING CORNERS, SURVEY MARKS, SUCH MONUMENTS ARE ENCOUNTERED, THE BE _NOTIFIED BEFORE THEY ARE BE PROTECTED AND PRESERVED UNTIL SURVEYOR OR AGENT HAS LOCATIONS. THE MARKERS SHALL SURVEYOR AT THE CONTRACTOR'S "- - TELEPHONE: F I 6. TYPICAL DETAILS AS SHOWN INTENT AND ARE NOT PRESENTED CONSTRUCTION PROBLEMS ENCOUNTERED CONTRACTOR MAY ALTER THE FIELD CONDITIONS, PROVIDING ALTERNATE METHOD TO ENGINEER AS DESIGNATED IN THE SPECIFICATIONS. %. ALL TREES, SHRUBS, ETC., SHALL BE PROTECTED EXCEPT DESIGNATED FOR REMOVAL ON TO BE REMOVED SHALL BE FLAGGED UNTIL APPROVED BY THE OWNER 8. CHAPTER 553 OF THE FLORIDA ARE TO ILLUSTRATE THE ENGINEER'S AS A SOLUTION TO ALL IN THE FIELD. THE METHOD OF CONSTRUCTION TO Sl1ITE RE SUBMITS A PROPOSAL FOR THE FOR APPROVAL AND USES MATERIALS ALONG THE LINES OF CONSTRUCTION FOR THOSE TREES AND SHRUBS THE CONSTRUCTION PLANS. ALL TREES AND SHALL NOT BE REMOVED AND ENGINEER. STATUTES REQUIRES THAT AN r F.M. jjr�� 1�_STORM FL.14.73 STORM OUTFLOW : GAS W TO LAKE ^C �6.4 t2 6 ) �I `-� \"�/ '�-- BRICK APR#1 EXIST. ICLAY w SEWER LINE EXISTING 2STY. BRICK BLDG. coMM. LINE ,L1 EXCAVATOR NOTIFY ALL GAS WORKING DAYS PRIOR TO EXCAVATING. THE APPROXIMATE LOCATIONS SERVICE LINES. 9. ALL PRIVATE AND PUBLIC PROPERTY BE RESTORED TQ A CONDITION BEFORE COMMENCING CONSTRUCTION 10. SEE MECHANICAL, ELECTRICAL, EQUIPMENT MANUFACTURER'S SLEEVES, HOLES, OPENINGS, ANCHOR BOLTS, ETC.: COORDINATE 11. THE CONTRACTOR IS UTILITIES A MINIMUM OF TWO (2) THE DRAWINGS SHOW ONLY OF GAS MAINS AND DO NOT SHOW ALL AFFECTED BY THIS WORK SHALL EQUAL TO OR BETTER THAN EXISTED WORK. AND PIPING DRAWINGS AND SHOP DRAWINGS FOR LOCATION OF RECESSES IN SLABS AND WALLS, LOCATIONS AS REQUIRED. r TO COORDINATE VEHICULAR ACCESS ONTO AND WITH THE OWNER CONCERNING FROM THE CONSTRUCTION AREA. HAV' BEEN --- ------ --- -- -- -- -- -- - r- - --- _ - -- -- - - -- - --- -- -- ---- - - - - - - --- - -- -- WI - IDED- Y JAM t __B E POV LDE A - - �Q-T S - E-CON - -1- -T &S;-INC., RACTO OEANDO FROM- FT F F6OFI RM-UP DA-A N - D ---- -- - - -- ----- ---- -- - RE VEST-•__ _THE-E GLNEE ASSJ E�HQ ESP�NSIBILL �_F�R THE --- _-- -- -- - _ --- - - - } - -- 2 --� +-..- �T - 26� - -_ _-- - -- ---- -- --__-- - -- - ----- C-O FO RECTN COW=TH CO -RECO PE -TE- MENDA EIS I0_NS_- -a AC-EU ROM-T_E-S_OIL AG---fFFFE-Ea _-CONS RAFT UTANTS_ ---- R-SHA4 _ -_-- -- _ -- _ -- 22 0 r -- - -- _-- -- --- - - M� --g W. - - - ._/9- - - _ 3 -- --- - - I'I. : -.� - - -- -- _!4.� FfACC- 66Ii -ATE-WIUFF3 TTE- NTIFACO OR-Cr_ - --- - - !L�_ F - ! --- --DI VACUUM FERENT)-_TO_AI -ST _CTBR- TION- SURE ND -OF ROPER- S-I-TE P-I P_E-CONNECTiI ---- ONS -B TWEEN_ .THE---- IPLN� ----- - -- - - �/` - --- - - - - -- - -- - - ----- -- -- - ---- -- -- - - -- _- - -- - --- - 4.-TFi€}-VAGUU P I - TR ING-TO NSITIO STAT - 2 F ON GO OU`_TS I E.--( TRACT - E TH ff - Rl R-SH B-tIIE D F NSITION__SLEEVE--SHA B N G -WALE-OR-T S N k F �T E- C-BE __P�R:OVID EL R- -- D -- - -- - _ S--U4 -_-SLEE - --- - i tfittt con ac col��aPtt=s p� w fict ovide r fofilo fin i a ti t�af se v ce tv t e faci1i an WA - ER-d� S WER:- E' _ y of - -- - - o an for - - - - - -- 18 --- 71 - -- --- MQor_e,�i<iL -- -- .y-Ri e�tar_ - - - - - - -- -- - - - - _:-�My_r� - - - - ---- ---- ---- -- r E 1- r-#-d- vwe e-A u_e-- -- - _ - -- - - - -- - S-- - - - - - - n: ruce--S enson --- -16 there Bert fe-l-egfto -e_-6-T re ra - - --- - -- - --__ - - - - - - -- - - -- -- E ---- ------ - --- -- - - -- ---- Flar-rd-- - - --- -- - - -� _ - --- --- - -- -- - - -- - - - -- - --- - _ _ _ - Or --C3 A t_ ando-, 5-Z 2 n_: 3-7 - 35OT= - - Mr .-R a-,K--�B o u r' S- 14 --- -- - - - - -- -- - - - -. -- - -r - - t - - -- - -- - - - & 1-e-Eo - -- n•r -- - - - -- - - — - - - GAS MA -- -� - - ---- — — --- — --' --- - . rE� -- --- - --------- - ------- 3 LQQP • re rid r - -- - -- - - - - — - - - - ---- - - -- - - -- --- -- _ E7, cQ - z- - -- c� sr TO ' _Z -- - - --- - -- - - - - --- SAT _ _ - -- 1 - L/Lk4�_ OZ-R— L45 s- - -- -- - �'�,i/rl�PAl' - A 0) 0-) i (p . .. ... .... 8 w, ? ---------- FRENCH AVE. j7, r LAUREL AVE. . ... ....... . . ........... . . . ......... .............. r7� ELM AVE. Z% X jI 1� it ... .... . OAK AVE. -�x r. ....... V.4 .......... Im � ............. ...... .. . ....... - 1 A J— • ........... ........... ............ AW ............. 4ll .. ..... ........ ........ \3 i............... ............. C, U) TO 'D - w I CIfi > 'rT11 PARK AVE. A-4 W 10 _wmw ............... < M V > -MAGNOLIA AVE. D V; X ........... . X-0 A ;mw1m TIM"m ................. T..� .......... , EXISTING GRAVITYSEWERElf u 1 PALMETTO AV E. 10 . ................... .............. ram::;. .... " 71- PROP. 4" FORCE MAIN 4> SEE S .+11, loot 19 -C.4 A 4 4N 4cy Off- w ----------------- SANFORD AVE. tAlb I INU UKAVI I Y btWtK PALMETTO MAGNOLIA 4` I PROP. LIFT STATION+ 1 SEE SHT.+ 1 1 pvkcviokjs ga's PROP. PVC FORCE MAIN —SEE SHEET +14,15 & 16 "AM SANFORD AVE. PROP. GRAVITY,SEWER PROP, LIFT STATION# 2 SEE SHT.# 13 SEE SHT.+ 12 EXISTING GRAVITY SEWER SYSTEM + 1- EXISTING GRAVITY SEWER SYSTEM +2- LIFT STATION NO. 1 LIFT STATION NO. 2 SERVICE AREAS/F.M. ROUTES Conklin Porter and r1olmes Ln : ENGINEERSY INC. POST OFFICE BOX 1976 500 W. FULTON STREET SANFORD, I FLORIDA 8277.1 DATE TO FOR TEL 305 322-6841 TEL 305 831-5717 PROJECT CONTROL ACTIVITY NAME DATE SCALE! 1 "-200' DESIGNED BY: J B M DRAWN BY: H M L 0 Ip LIFT :5-rAT10ts Lc)CATIb" DATE! SEPT., 1987 CHECKED BY: 60WtA5:HT-1_ APPROVED BY: j C B Itloyac-0 /'/I,/ Z 0C,4f101v JOB NO. 50602.27 REGISTRATION NO: N 0. DATE REVISION APPROVED DRAWING NO. 9.CITY OF SANFOR `C � 'r 1, 161 At u- J. R- ♦#13 101, —9wov M .......... . ........ ... ;OF 5A %41- 7. f. ap t-v T- (A �A CO r cid ...... .......... .. .... 4 -X .... .... uj Q'j rQ 4 . . . . X., 4�1 :0 0 . ........... ...... . ........ P-T 00 7, -u cf Py ...... ........ . ..... . . . . ........ r'3 01 .......... Q) tz EXISTING GRAVITY SEWER -71 (0 �CQ CY Pf. AV E-N14E AMC PROP, LIFT TATION+3 SEE- SHT.+ 13 W Al -T' . I I ....... . . . . PINE: AV EN U E z W' :z r r9 �o 5-0 r'T1 ........... .. . ........ ry Z Z .... ........ tr0' . ... ...... .. . . y .......... .. ........ ... X, cn Qc) C) CD M 34 (In X X . . ........ .... ..... ............ i-111 c 'AVENUE ...... X F.- L� t�j I PROP. 6" FORCE MAIN EXISTING GRAVITY SEWER EXISTING GRAVITY SEWER SYSTEM,+3 ACTI V I TY NAME DATE YP I ESS e rtt 1V V411 ci. 0 ui co Z�- ....... ..... .... ........ lee 5; tjj ..... ..... )rter and Holmes ENGINEERS, INC. POST OFFICE BOX 1976 500 W. FULTON STREET SANFORD, FLORIDA 32771 TEL 305 322-6841 TEL 305 831-5717 DESIGNED BY: J B M 9187 U A L t %MYV I I 'qv 114W. 10. CITY OF SANFORD. V DRAWN BY: H M L 9/8-1 DATE! SEPT.,1987 CHECKED BY: /Vf 9167 DATE TO FOR APPROVED BY: A A rtlwo-� JOB NO. S0602.27 PROJECT CONTROL REGISTRATION NO: NO. DATE. REVISION APPROVED t NOTE: SEAL ELECTRICAL WIRES 1-0 WET WELL IN CABINET WITH 'DUCT SEAL' OR AN APPROVED NOIWHARDENING SEALING PUTTY. ALSO PROVIDE SEAL -OFF IN CONDUIT AS SPECIFIED IN THE N.E.C. FOR CLASS 1, DIVISION 1 HAZARDOUS USE. ( Pliable dUG f Seat• Y•t PRESSURE GAUGE (TYP.) AND VALVE CHECK VALVE (SPRING TYPE) (TYP.) N V I PLUG VALVES `DEZ.URIK' SERIES 100 (3) 4' #6 0 REBARS I COAT VALVE BOX WITH BITUMINOUS PAINT, (INTERIOR BLACK) / UQ- I 12' i r ntire assembly 'shall b'e primed and then I m hree finish coats of dark green exterior Z% A A 4" PLUG VALVE + --- etal paint shall be ap,pl i ed (with the CONTROL PANEL 6-0 - -K - xception of the stainless steel enclosure). ' Co 30 MAIN DISCONNECT l — �IZ" I' ELEC. METER IF l2 ALARM LIGHT ACCESS D OR ' (SIDE t�ouNTl=r�� _ 4" FM \ \ (NOTE 2) 15 ° Two 7' x 3" x 3/16" steel tubes with capped � � \ ends (galvanized)embedded in concrete \ / MECHANICAL JOINT (TYP.) \ #6 0 REBARS E.W. "UNI-STRUT' SUPPORT ELECTRIC METER �o -•P. - Q 8 1/.C. COiIG�'e�G �� W/ Quick servi ce di s c o n n e c t7'. CONTROL PANEL (NOTE 4) Lightning arrester ahead of control panel Al arm bell 1 (6" weather proof unit) ACCESS DOOR (NOTE 2) (General Electrical or equal). ° 3� O" UPPER GUIDE RAIL AU0104E ALARM 614E.VCeR aurrolv - Emergency power receptacle BRACKET 30" X 48" X 3/8" ALUMINUM PLATE. COVER WITH #6 REBARS 9'o.c. E.W. - 3/4 hose bibh with backflo►v preventerw SEAL -OFF PADLOCK STAPLE AND HASP, SWING HANDLE, o ---� (Pliable sealant) ALUMINUM FRAME AND HINGES. —� EL.39.0 4" AIR VENT W 6" BLIND FLANGE WITH 4".THREADED OT o Galvanized riser. �\ BUG SCREE ¢ INSERT PLUG FOR EMERGENCY PUMP OUT. 9.0 �--�- cone - 3 �_ TOP ELEV. /2"MAx. . - �> ° � III I� .:•; °-. .. ,�. .t 'n.-.. a. �� `�' CONC. TOP CONCRETE BASE I`IIII I'� - } SECTION A — A r 1" P.E. water service. 4 3EA. 2 P.V.C. SFE `` `' VALVE BOX & COVER WET WELL TOP CONST. DETAIL V N` CONDUITS DFTAIL cD I T BELO dV Nt1 CONDUIT FROM _ —�-- J TRANSFORMER OR MAIN SERVICE C ( NOTE 6) °T11'' SLo G ko aIUGElIG m EQUIPMENT SPECIFICATIONS LIQUID rou //'of-r /o%P� LFVFL I _ T '7 ELECTRICAL NOTE: ALL INFLUENT LINES SENSORS 1 . Purnps (2) shall be- FLygt Model CP-3127 or equol,tolaLty submerslbte, 2"DRAIN electrical ly.operated sewage pumps with two Z0.4 H.P. motors. and SHALL HAVE WATER (NOTE 3) o #4 m REBARS 6' o.c. E.W. THROUGHOUT impeller model 463 capable of operating on three phase, 230 volt, TIGHT SEALS Z' FLAP GATE 4" p/ 60 hertz power supply. Pumps shal 1 del i ver /80 GPM @ 54" TDH. Pumps ° ?�G• shal 1 be non-overl oadi ng under any condi ti on . r 8' P.V.C. STAINLESS STEEL LIFTING CABLE (3 8") RC�AP �or 1 HIGH WATER ALARM ELEV. 32.0 / �11 2. Provide and install 2 Halliday Single or equal Single Door Access Cover, Moael A3048 O (1 FOR EACH PUMP) /�/ .I INV. 30.5 �'01PG�MA' (30 x 48 opening) or approved equal , complete Sri th upper guide T PUMP No. 2 "ON° ELEV. .30.5 2" STAINLESS STEEL PIPE GUIDE RAILS brackets, chaff n hook, and stai nl es"s steel cabl e hol der. Also provide G T TRUE ORIENTATION padlock staple and hasp. NO U "RAMNEK" GASKET (TYP.) C3j PUMP No. 1 "ON' ELEV. 30.0 SEE PLAN - ASBESTOS CEMENT COLLAR °3 4" D.I.P. 3. Provide and install four (4) Flygt or equal, direct acting -Moat swi-t-ches. Model PSQ. Three sensors shall be used for pump operation and a WITH RUBBER RING SHALL fourth sensor for high water alarm. Floats a"nd.control system shall ® PUMPS OFF' ELEV. 28•J` � I.D. PREFABRICATED REINFORCED CONCRETE 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 4. Provide and install Sta-Con Control Panel , Model 3825 or BITUMINOUS PAINT. OF INFLUENT SEWAGE AND AWAY - ® PUMP equal, with NEMA 3R stainless steel e n c I osure. This panel shall have FROM PUMP LEADS 6" GALVANIZED WATER STOP type EQ frame circuit breakers and hori zontal rotary oil -proof, three 6" ANCHOR BOLTS AS SPECIFIED BY PUMP position selector switch for hand -of -automatic operation. Controllers ELEV. �5'4 6a0 4' GROUT MANUFACTURER shal 1 include alarm 1 i ght as well as audible device, elapse time °I ° , - meters for each pump, lightning protection (3 phase), phase protection • ,. • -, - ° • , + and low voltage protection. Control panels shall have auxiliary o a ,. 18u 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 #6 0 REBARS `1' o.c,. E.V/. alternator with alternator test, emergency generator circuit breaker NNA with interlock, DC alarm with batterylox and charger and alarm silence. oil 2 EA. MECHANICAL JOINT GLANDS '' Alarm to be energized by power/phase failure, high water level float. a BOTTOM AND FIRST SECTION OF WET WELL SHALL Provide duplex GFI I2ovolt -receptacle in panel . Shop drawings required W/ RUBBER GASKET CENTERED IN - BE MONOLITHIC for approval. All electrical work to be in strict accordance with � �] � ' r WALL PRIOR TO GROUTING �,..,., - 1 ocal and national electrical codes. All co-n-trols in wet well to be low �WDES QR�� QQ� e �+ voltage ( 24 V. D.G. ) , Gabrnet to be lockable with stciple � ha5F.Q PUMP Ort WET WELL DETAILS 5. The underside of al urni Hum 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 coordli Hate wi th the FLOR10,4 P0W,R �'L/G1/i Co. for ' NON -SHRINKING GROUT - electrical service to lift station and shall meet all power company " " o ; requirements without additional compensation. ° WET WELL WALL 7. Pressure gauges shall be stainless steel with stainless steel diaphrams and 4-112" diameter dial and shall be calibrated in feet of r 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 , o . C/T `.-' OF 54A1F0/Q0 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 shall perform field investigations to determine the necessary el ectri cal equi pment are to be submi tted to the Engi neer and equipment for each L.S. site. The cost of dewatering shill C/�"Y O� SA1r✓FoRO for approval , prior to construction. be included in the lump sum pay items for the appropriate 11. Al 1 i nf1 uent 1 i ne shal 1 have Prater- i ght sea Lift Station. ls. LIFT STATION NOE 1 ' 12. Landscaping to match developed surroundings. DETAIL SHEET ACTIVITY NAME DATE / -- SCALE A/ovE DRAWING NO. Conklin Porter and Holmes DESIGNED BY cJ C./S �9%7 — I ENGINEERS! INC. DRAWN BY -� --� c 9/al v. - -- --- - ADDED NOTE 70 EQUIPMENT T r CITY OF SL.fNFORDPOST OFFICE BOX 1976 CHECKED BY v SPECIFICATIONS O e DATE SPA�£ 187 z $ I�1 S$ P E. P . z 500 W. FULTON STREET' DATE TO FOR APPROVED BY J C. �.PANC�/.12 GoMMNT� PLC. , Z SANFORD, FLORIDA 32771 - JOB NO.,60602_27 TEL 305 322-6841 TEL 305 831-5717 PROJECT CONTROL REGISTRATION N0: 3.<l�79/ NO DATE REVISION APPROVED i r r 1 , N *-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. (pl/ Ible, d1lo-f Seat. l � / / \ #6 0 RE BARS 'COAT VALVE BOX WITH BITUMINOUS PAINT. (,INTERIOR BLACK) I 12 v A Entire assembly shall be primed and then 8��?q.G• / m • three finish coats of dark green exterior Zr metal paint shal 1 be applied (with the CONTROL PANEL --- 6 0 .4' PLUG VALVE + -- I A - exception of the stainless steel enclosure). 30' C MAIN DISCONNECT - J — --I12" I/ • 0 Jul ELEC. METER ACCESS D ALARM LIGHT 12"M�rV. ` CC SS COR 4 ° F M (NOTE 2) � 15' � Two 7x 3" x 3/16" steel tubes with capped- 6'-6' �' ends (galvanized)embedded in concrete q. - PRESSURE GAUGE (TYP.) AND VALVE _CHECK VALVE (SPRING TYPE) (TYP.) - PLUG VALVES `DEZ.URIK' SER;ES 100 (3) 4' I<_1 I MECHANICAL JOINT (TYP.)/ #6 0 REBARS E.W. 'UNF-STRUT' SUPPORT ELECTRIC METER /O 11 \� \�� Quick service disconnect o FREE STAwt>IK( FUltr CARNET /O�w wM• / CONTROL PANEL (NOTE 4) Alarm bell (6" weather, proof unit) Lightning arrester ahead of control panel - - ACCESS DOOR (NOTE 2) (General Electrical or equal). ° 3� z - UPPER GUIDE RAIL AUDieLE ALARM S11_rwceR aurroly Emergency power receptacle .� 30" X 48" X 3/8" ALUMINUM PLATE_ COVER WITH SEAL -OFF BRACKET #6 REBARS 9'o.c. E.W. .� PADLOCK STAPLE AND HASP, SWING HANDLE, r V/1 3/4 hose bibb with backflow preventer--' o —� (Pliable sealant) ALUMINUM FRAME AND HINGES. EL..47�0 4" AIR VENT W 6" BLIND FLANGE WITH 4" THREADED OAT Galvanized riser.Lrflo BUG SCREEN 4 cone.INSERT PLUG FOR EMERGENCY .PUMP OUT. TOP ELEV. 4750 "MI +�. 9•, .�. ; -.r - . 4'� ', .. �.; CONC. TOP CONCRETE BASE i :i o - • - } SECTION A — A b e 1 P.E. water service. 4 -11I1 : :_ - •�. �q N I113 EA 2"" P.V.C.SFE -VALVE BOX & COVER WET WELL TOP CC�NST. DETAIL UN` CONDUITS DETAIL -� - B E L O'�J CONDUIT FROM -�- {'Y"`` r TRANSFORMER OR MAIN SERVICE (NOTE 6) m EQUIPMENT SPECIFICATIONS LIQUID rvo P-on !d/PG LEVFL NOTE: ALL INFLUENT LINES T� p i Y9 Y , ELECTRICAL SENSORS 1 . Purrs s (2 ea. Small be Fl t Model CP- 3102 or uc�l �oall Sub,-r,ers�b�e SHALL HAVE WATER (NOTE 3) 2` [)RAIN electrically. operated sewage pumps with two. 5 H.P. motors'and #4 O REBARS 6' o.c. E.W. THROUGHOUT impeller model 432 capable of operating on three phase, 230 ,, vol t, TIGHT SEALS �� 2°FLAP GATE 60 hertz power supply. Pumps shall deliver IE30 GPM @ 401 TDH. Pumps RdAPfor shall be non -overloading under any condition . 8' P.V.C. STAINLESS STEEL LIFTING CABLE (3/8") 11 1 HIGH WATER ALARM ELEV. J?JC. 99 1 p`C 2. Provide and i n s t a 1 1 2 H a 1 1 i d ay or equal SingCe Door Access cover, Model A 304 B INV. 34.gg (1 FOR EACH PUMP) /N 2 2" STAINLESS STEEL PIPE GUIDE RAILS FO�GENIA (30" x 48" opening) or approved equal, complete with -upper guide r 02 PUMP No. 2 'ON' ELEV. brackets, chain hook, and stai nl es"s steel cable hol der. Also provide T TR E ORIENTATION NO U "RAMNEK" GASKET (TYP.) padlock staple and hasp. PUMP No. 1 "ON' ELEV. ��J. SEE PLAN G` 3 . Provide and i n s t a 1 1 four (4) F l y g t. or eq uo l , d►rect act i ng �loa-i sw i+ches, Type ASBESTOS CEMENT COLLAR 4" D.I.P. S, Model ENH-10. Three sensors shall be used for pump operation and a ® PUMPS °OFF'ELEV. ?V.q9 WITH RUBBER RING SHALL &/ I.D. PREFABRICATED REINFORCED CONCRETE fourth sensor for high grater alarm. Floats and.control system shall BE INSTALLED WITH USE PIPE OR PRECAST MANHOLE, COAT INSIDE AND UUT 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 -� PUMP • BITU14INOUS PAINT. 4. Provide and install Sta-Con Control Panel, o� LEADS 6" GALVANIZED WATER STOP equal , with NEMA 3R stainless steel enclosure. This panel shall have FROM PUMP L type EQ frame circuit breakers and hori zontal rotary oil -proof, three 6' ANCHOR BOLTS AS SPECIFIED BY PUMP position selector switch for hand -of -automatic operation. Controllers 3o p II &,0 4' GROUT MANUFACTURER shal 1 i ncl ude al arm 1 i ght as wel l as audi bl e dev-i ce, el apse ti me ' ELEV. meters for each pump, lightning p P _ li htnin protection (3 phase), phase rotection 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 b alternator with alternator test, emergency generator circuit breaker #6 O REBARS 9 o.c. E.VV, _ .a ..D.• with interlock, DC alarm vri th battery and charger and alarm silence. Vq-i Al to be ener ized b ower/ base failure, high water level float. OR 2 EA. MECHANICAL JOINT GLANDS c arm g y p p 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 electrical work to be in strict accordance with PR local and national electrical odes. Cabinet to L�e lockable with staple 4 hasp.0 e o ne c bnek t1 b e� ��and�� - L4LJ. cal?nA, ?s Srnowr, on L2n5. Q ��QE�S Q ��O S Conic I •pa 1 a , 6ha e, r o p ' PUMP WET WELL DETAILS 5. The underside of aluminum access covers and all aluminum surfaces i n r 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 with the FLOR10,4 �'OGYE�P�`L/GAT C� for NON -SHRINKING GROUT electrical service to lift station and shall meet all power company i requirements without additional compensation I WET WELL WALL 7. Pressure gauges shall be stainless steel with stainless steel i 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 0 9 valve box. p. 8. Lift stations shall 'conform to Standards and Specifications of the , r C'ir5' v•r sAtiFv.�.�� 9. Grass and mulch all disturbed areas. �f ;�1s3 • NOTE: The Contractor shall furnish dewatering equipment as 10. Shop drawings required for pumps, piping, valves, fittings and required to install structures. Ground water conditions may electrical equipment are to be submitted to the Engineer and vary causing the required equipment to vary: The Contractor e17-$' OF SAN1t-<�.AP0 for approval , prior -to construction. shall perform field investigations to determine the necessary LIFT- STAT.ION equipment for each L,S, site. The cost of dewatering shall 11 . Al1 influent 1ine steal1 have water -tight seals.NO. . be included in the lump sum pay items for the appropriate Lift Station. 12. Landscapi ng to match devel oped surroundi ngs. - - DETAIL SHEET I S ACTIVITY NAME DATE SCALE �/o.VE DRAWING N0. Conklin orte'r an Holmes DESIGNED BY. L/ (° /87 ENGINEERS, INC. DRAWN BY M� c. 9 67 L�, to s$ VAN�L � Lo�AT►ar3 . E�• A J C�, -- - - -- - -- DATE .5'�-P7 i98-7 CITY O SANFOR®. - POST OFFICE BOX 1976 CHECKED BY P O 500 W. FULTON STREETT V 7 2. 8.i� ;� Aooeo NOTE 7 EQUIPMENT F.E.P _ 0 SPHciFICA'f�oNs � 4 - 12 z DATE TO FOR APPROVED BY L" ,6R,Cl,�/Cy' Q 2IBS I��>2 t��•�• GoMM�NTs - �.G.� SANFORD, FLORIDA 32771 - JOB NO. 906OZ, 27 m TEL 305 322-6841 TEL 305 831-5717 PROJECT CONTROL REGISTRATION NO: ,3�%91 NO BATE REVISION APPROVED a. *` 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.. ( Pliable d UG -� seat PRESSURE GAUGE (TYP.) AND VALVE 'CHECK VALVE (SPRING TYPE) (TYP.) FPLUG VALVES `DEZ.URIK' SERIES 100 (3) 4' " COAT VALVE BOX WITH BITUMINOUS PAINT, (,INTERIOR BLACK) 4 / I \\\ #6 0 REBARS �¢ 1 12 TEntire assembly shall be primed and then m three finish coats of dark green exterior A Zr metal paint shall be applied (with the CONTROL PANEL 4" PLUG VALVE + - exception of the stainless steel enclosure). -- 30 � ' MAIN DISCONNECT J � — --IIZ" I/ l - • ELEC. METER ALARM LIGHT l2 "M/N. \ ACCESS DOOR (S1flE MouPIT�d� EXIST �_ \ (NOTE 2) F M 15° Two 7' x 3" x 3/1 6" steel tubes with capped 6'-6' . ; � � ends (galvanized)embedded in concrete \ . T MECHANICAL JOINT (TYP.) 'UNFSTRUT' SUPPORT ELECTRIC METER W/ lvx #/o !N w• M. Quick service disconnect ° ° CONTROL PANEL (NOTE 4) Lightning arrester ahead of control panel Al arm bell (6" weather proof u n i t) ACCESS DOOR (NOTE 2) (General Electrical or equal). ° 3�0�� • UPPER GUIDE RAIL . AUD/BGE ALARM S11_eVCeR aurrow Emergency power receptacle BRACKET 30" X 48" X 3/8" ALUMINUM PLATE. COVER WITH PADLOCK STAPLE AND HASP, SWING HANDLE, ,� #6 REBARS 9'o.c. E.W. 3/4" hos•e bibb with backflow preventer� SEAL -OFF — T(Pliable sealant) ALUMINUM FRAME AND HINGES. EL.290 4" AIR VENT W 6" BLIND FLANGE WITH 4" THREADED Oo Galvanized riser. �� BUG SCREEN INSERT PLUG FOR EMERGENCY PUMP OUT. ' 4 cone• TOP ELEV. 29,0 /2"MAx. rlCONC. TOP SECTION A Ak CONCRETE BASE A e 1" P.E. water service. 4 1111 3EA. 2 P.V.C. SEE `�' -VALVE BOX & COVER WET WELL TOP COIVST. DETAIL U.N` CONDUITS DETAIL co I -) - BELOW CONDUIT FROM TRANSFORMER OR MAIN SERVICE (NOTE 6) m dac><il� EQUIPMENT SPECIFICATIONS � -� o � r � /ron p�P� LIQUID rou Ul #6 0 REBARS E.W. ELECTRICAL LEVEL G' NOTE: ALL INFLUENT LINES SENSORS 1 • Pumps (2 ea.� Sha 1t be FIYy Mcdoal CP- 3127 or equal , fofal(y submersible , electrically operated sewage pumps with two H.P. motors and SHALL HAVE WATER (NOTE 3) 2` )RAIN #4 C REBARS 6' o.c. E.W.THROUGHOUT 2 3 (� Volt impeller model 432 capable of operating on three phase, , TIGHT SEALS* "' 60 hertz power supply. Pumps shal l del i ver nt5 GPM @ .4f.5'TUH. Pumps s o , • 2• FLAP GATE 4/�s!G. • - � Pfor shall be non -overloading under any condition. 8" P.V.C. STAINLESS STEEL LIFTING CABLE (3/8") 1� HIGH WATER ALARMELEV. 22.0 - �. ° (1 FOR EACH PUMP) lo��it?�!C• ��N 2. Provide and instal 1 2 Hal 1 i day eegaunl om llete�i+i thou es r goui de 'Model A3o48 INV. 20 8 FO,pe�M (3o x 48 opening) or approve q p PP T PUMP No. 2 'ON' ELEV. . 20.0 2 2" STAINLESS STEEL PIPE GUIDE RAILS brackets, chain hook, and staff nl es"s steel cable holder. Also provide padlock staple and hasp. NOT TRUE ORIENTATION "RAMNEK" GASKET (TYP.) PUMP No. 1 'ON' ELEV. /9.0 SEE PLAN 3. Provide and install four (4) Flygt ar e,qual direct' acting float switches, Type ASBESTOS CEMENT COLLAR 4" D•I•P• S, Model ENH-10. Three sensors shall be used for pump operation and a ® PUMPS OFF' ELEV. J70, WITH RUBBER RING SHALL 6'I.D. PREFABRICATED REINFORCED C014CRETE fourth sensor for high water alarm. Floats and.control system shall BE INSTALLED WITH USE PIPE OR PRECAST MANHOLE, COAT IPJSIUE AND UUT 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 SENSORSIOUT OF FLOW PATH TWO COATS OF "INERTOL" STANDARD BLACK 4. Provide and install Sta-Con Control Panel Model 38L5 or . BITUMINOUS PAINT.. OF INFLUENT SEWAGE AND AWAY ,' ' -® PUMP equal , with -NEMA 3R stainless steel enclosure. This panel shall have FRO LUENT LEADS 6" GALVANIZED WATER STOP type EQ frame circuit breakers and hori zontal rotary oil -proof, three 6" ANCHOR BOLTS AS SPECIFIED BY PUMP shall selector switch for hand -of -automatic operation. Controllers ELEV. �4•�`� � 6a0 4' GROUT MANUFACTURER shal 1 include alarm 1 i ght as well as audible device, elapse time oI a 1 meters for each pump, lightning protection (3 phase), phase protection o and low voltage protection. Control panels shall have auxiliary a a 18 a generator receptacle (Pyle National JRE 4100 or approved equal) --- ' standards and specifications. Cabinet shall be aluminum dead front e' construction with continuous hinge. Controller shall include pump alternator with alternator test, emergency generator circuit breaker ti o' #6 0 REBARS 9 E.VV 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 1 evel fl oat. W/RUBBER GASKET CENTERED IN BOTTOM AND FIRST SECTION OF WET WELL SHALL Provide duplex 120 volt receptacle in panel. Shop drawings required BE MONOLITHIC for approval. All electrical work to be in strict accordance with WALL PRIOR TO GROUTING o 1 ocal and national electrical codes. Cabinet to be lockable with stciple 4hasp• z PUMP YY ET WELL ®ETHICS 5. 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 shal 1 coord�i hate with the F[oRwAPoL✓ER ¢L/GAIT Co. for NON -SHRINKING GROUT ; electrical service to lift station and shall meet all power company 0 9. a f requirements without additional compensation. WET WELL WALL 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. 0 D ° , • 8. Lift stations shall -conform to Standards and Specifications of fhe o C/Ty 01 ,SANfO/Z17 9. Grass and mulch all disturbed areas. - 10. Shop draviings required for pumps, piping, valves, fittings and l t 4 s e 1 i men+ are to be submitted to the Engineer and ec rca equ p NOTE: The Contractor shall furnish dewatering equipment as C17 OF 5',9.VFo.PO for approval , prior to construction. required to install structures. Ground water conditions may varycausing the required equipment to vary. The Contractor 11. Al 1 i nfl uent 1 i ne shal 1 have water -tight seals. LIFT ® 3 9 q shall perform field investigations to determine the -necessary equipment for each L.S. site. The cost of dewatering shall 12. Landscaping to match developed surroundings. • be included in the lump Burn pay items for the appropriate-� DETAIL SHEET Lift Station. • ' Conklin Porter and Holmes �., ENGINEERS, INC. O POST OFFICE BOX 1976 500 W. FULTON STREET Z SANFORD, FLORIDA 32771 DAT E TO FOR TEL 305 322-6841 TEL 305'831-57,17 PROJECT CONTROL DRAWING N0. 13 CITY OF SAfVFOR m ACTIVI TY NAME I DATE SCALE /VOi�/ DESIGNED BY. +9�8� . DATE.SAP _ • /987 DR/YWN BY 9�®7 —�---- CHECKED BY: D f� � . 9187 0 8_1o)- ADDED NOTEo ec�ulPrtErlT SPECiFICATIOr1S� 4. PE.P APPROVEDBY 'O��OZ 27 JOB N0. , REGISTRATION N0: 54-7 / NO DATE REVISION APPROVED _o • \of H! \\ SET- I izow P tj \ \ D s \ \ IS i-AL J. ,,� V 1210 �, �p 7"GNE2>zY �� AK 14"DAK rip"OAK 14"TbUIN 18°DAK G URg INLET 18°OAI� JZ" 6�JZIzY S" r�ERizY IZ4 ', 2D PINE oAK In D J�0 DAK (TYPICAL) C -r� 24"oAK -I " OAK 1 "TWIN 9" OAK 3�0" 13EIZRY O 5 BERRY 15TH. 1 . S,a oAK (MUL-n TRUNK / \ 1.rat STATION \ BTUMP) I +o0 30' fir. NOTE: SEE SHEET 16 FOR GENERAL NOTES 36 34 32 —IIIIIIII, —IIIIIII1 I2+ Me" L.E \ STA. o tq I Z'oo,K \ G.I. 22. S� r6!✓Nt7 �--• �T� .: o+ 85, moo' ,ZT, � Q r 38 i I� U ~ ....... yam?;.:. -. �' +.'•x? ... •-...�:.:::.�}:•i:•�:::•iiii'r : �^:Jig:.?•}:hY :•. �:?iirv:•iii: :: '{? •ii:�::•i}::•r:: is :vim:•:• .. .... ......yam i ' .......-r- :::::i::.y:+.y:: i:J: ,?i :•:::;; .S. {?.iy..; -: •i::?:{?:;: is:ryi}:::i:: . a j 1 i� ��J ✓E =1 ,y w A 41 x: lm r 24 7 —ccqq #.. — .. 1 1 +0 0 _ _--- ----- ?+� - - - ----- --3+0 0 4+ 0 0 5+p p 0 0 z r oo - - ACTI V I TY NAME DATE " SCALE�� . •30P (H) ": 2'(V) DESIGNED BY: J . �d. sWl>~•v' 9 IS-1.1 DRAWN BY: H- M. LILES `SEPT./ CHECKED BY. M. L. �C7LaG-,Ih-i Q Illbs p�PE G(,��j�j J GP DATE 1 987 APPROVED BY: .I.C. S9,aJ,4C" IA glee f95; APPROVED JOB N0. S060.2 27 REGISTRATION NO: 34,91 N0. DATE REVISION sum MMMEMME (S"OAV'JO"<9AK ml=��Mm 041,10MIRIMSEN w -rwim 1211 6AMP14012 ls� 0 14 " DEAD .o I A r 1-u F e 1I- 1151IC-AMPHOP,' IBIICAKI�. 2-4"CAMP HOP- 10"CAMPHOIP- A A 'Q \ Q �0jZ6f-:: MAIN loll W.M. .0rj:-:N 6L)T 4-AVIrMFEN-17_TYV-) 9,'HV-SH 14FIVAr, izov-4 Ae;,PHALT Woor2 51?,N65- ... . ........... ED I P-T 0 . .. . . . . . . . . --C —a- --L.L 0 0 0 0 I % + cm co 12" fALM u) [Aca T- '2 MOA I L If �'OX 7 A 5" PALM PIPE 4 H OWL '201, OAK 15" CAMPH(�DP, ` \ r-n G" P A F= CAM C � Z-*' - 001? 3 rIZA M TRE 5" OAK tnzlp 10" CITRUS P- u er. 0 to `r-AMFHOR IZ"I;?,AIt%4 TREE T 2'5Q MULTI TRUNK 3 6 C:MPV4 10"GAM PPOP, -51, camp14c)R JF- In —urn- 4- f-- PER ED U RRI 4 F S---'D-i 4 4 i T 28 t - 2 6 26 24 IV, M L 24 F 9L Em:=- AA ve in JI 2 2 0 20 13+00 1 r%+nn 0 4. n n 1 n*nn 12+00 14100 15+00 Ln L. kll orter and Holmes ENGINEERS, INC. O POST OFFICE BOX 1976 500 W. FULTON STREET SANFORD, FLORIDA 32771 TEL 305 322-6841 TEL 305 831-5717 DAT E TO FOR PROJECT CONTROL ACTI V I TY NAME DATE SCALE' 1 , 3 0'(H) 2'(V) DESIGNED BY: J. W. SW 1 r--r 9/87 DRAWN BY: H - M - LILEF15 9/ E&T 7 CHECKED BY: -M.L-. C0c-qcqIK1 DATE: SEPT./ 1987 APPROVED BY: 21 bg JOB NO. S0602.27 I REGISTRATION NO: NO. DATE REVISION LAPPROVED DRAWING NO. FORCE MAIN ROU 15 u� LIFT STATION 1' v �.. _:--w- .. - � ._ --. —_' =.__---".-.�_. �.,..,•...,-...r,,..�- - -. - - _ _- -:-_ :�...,� _- .-"�' —. —_ --�--.-----•'�^�`�-•`-' asp. - _ _ _- _ - :( C) - 0 -} 9 nn��K I V, I V� .11nn��`� "�� 1 • - �J N ' 2 AK 1 v_,or- ✓ M�411 ('�O}�G��D 4`� 1?VG• 4fd"G,K ✓ '` `�� ItZT 120�I7 - - - - O O 3 + n \ r \ - \\ Jt�°P L \\ +77 7 �— " Ls,CAMPHOP, � 24 O "PINE TRIPPLE 2 PIN 19 Lo" CAMPHOR • 5oNTIzACTnZ -ro ,5aw!5 fTFm-r It1✓ W . MANHOL.I✓ U�l�h (rXIST 12" y.G. P SEW1=Fg' N0, A. 17-f-40 GLENWA`( - - O O *' O r UM MUCCI PINE 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 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 OTHER91SE 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 EXISTING UTILITIES, THE ENGINEER AND OWNER OF THE UTILITY SHALL BE CONTACTED. 4,THE CONTRACTOR SHALL STORE CONSTRUCTION EQUIPMENT AND MATERIALS ONLY IN THOSE AREAS DESIGNATED BY THE OWNER. AN AREA WILL BE DESIGNATED BY THE CITY OF SANFORD FOR STORAGE EQUIPMENT. THE CONTRACTOR MAY USE THIS AREA TO PARK EQUIPMENT AND STOCKPILE MATERIAL. THE CONTRACTOR MAY, AFTER APPROVAL BY THE OWNER, USE OTHER APPROVED AREAS FOR STORING EQUIPMENT AND MATERIAL. S,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.INTENTTYPICAL NOT PRESENTED AO .AILLUSTRATE ANDDETAILS SOLUTION TO ALL CONSTRUCTION PROBLEMS ENCOUNTERED IN THE FIELD. THE MAY ALTER THE METHOD OF CONSTRUCTION TO SUITE FIELD CONDITIONS, PROVIDING HE SUBMITS A PROPOSAL .FOR THE 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 SVOW ONLY THE APPROXIMATE LOCATIONS OF GAS MAINS AND DO NOT SHOW ALL SERVICE LINES. 9.ALL PRIVATE AND PUBLIC PROPERTY AFFECTED BY THIS WORK SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN EXISTED BEFORE COMMENCING CONSTRUCTION WORK. 1 O.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. 1 1.THE CONTRACTOR IS TO COORDINATE WITH THE OWNER CONCERNING VEHICULAR ACCESS ONTO AND FROM THE CONSTRUCTION AREA. 1 2.SOIL BORINGS AND ENGINEERING FOR THIS SITE HAVE BEEN PROVIDED BY JAMMAL & ASSOCIATES, INC., ORLANDO, FLORIDA, AND WILL BE PROVIDED TO THE CONTRACTOR FRO.M.THAT-FIRM.UPON REQUEST. THE ENGINEER ASSUMES NO'RESPONSIBILITY FOR THE CORRECTNESS, COMPLETENESS OR ACCURACY. THE CONTRACTOR SHALL FOLLOW THE RECOMMENDATIONS FROM THE SOILS CONSULTANT'S REPORT. 1 3. THE CONTRACTOR SHALL COORDINATE WITH OFFSITE CONTRACTOR (IF DIFFERENT) TO ASSURE PROPER PIPE CONNECTIONS BETWEEN THE VACUUM STATION AND OFFSITE PIPING. 1 4 . FORCE MAIN TO BE LEAKAGE AND HYDROSTATIC TESTED AT 100 PSI FOR 2 HRS. ALLOWABLE LEAKAGE PER AWWA M 23, The following is a list of. utility companies which provide service to the facility and contact people for each company: WATER & SEWER: City of Sanford 300 N. Park Avenue Sanford, Florida 32771 (305) 322-3161 ' Attn: Mr. Paul Moore, Utility Director POWER: Florida Power & Light P. 0. Box 1817, 301 N. Myrtle Avenue Sanford, Florida 32771 Attn: 3Mr. Bruce AttO: Mr. Bruce Stephenson. TELEPHONE: Southern Bell Telephone & Telegraph 500 N. Orange Avenue, RoomCONTRACTOR Orlando, Florida 32801 (305) 237-3507 Attn! Mr. Ray Bourg Buried Cable Location: 1.-800-342-1901 GAS t Florida Public Utilities Company 830 W. 6th Street Sanford, Florida 32771 (305) 322-5733 Attn: Mr. A. P. 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K E1 -- - _ w v . =- ---34 o+vo t -i-ao 2� 3+00 4-t-oo ACTIVITY 71 NAME DATE 3;30'(H) -7 DESIGNED BY: C' JlvN►E:,eIJ SCALE:1 ' 1 ". 21/ DRAWN BY: l-{ LA L. 6--i-7 9I QS1 CHECKED BY: M.co6c, II g8 (-•�J� �oGAjtorS J DATE SEPi./19$7 — APPROVED BY: J . G - 82A'R'.0 V, gIgi /Q� [� 2 Sg r✓R �%�• . Gr�l�Mfr -G REGISTRATION NO: 3�� ( N 0. DATE REVISION APPROVED JOB NO. S06O2.27 DRAWING i CITY OF SANFORD 17 F.M. PLAN & .•n PROFILE 4 r M. r . r I Goal c.. 0IZIVE5 ,, oQEN-GUT IO f �L.otJ Q IL�� ►�"OA� ,17 �inlifJ �"�lo"T�I►� 0�,� sloop 1✓�1�L>! Go�l�. Q � pl�►J� - r FM FMl F oo Ill to"MIN. FROM °IJ(�. 12. Lt;norc GURB LIt�IE�CYP� .- ,- AIL 23 r ZZ''Oo.>c �->'or�r�.�► i�r��.l It�lt,�-ram GONL. �jZl�� lull�,oIM PROP: 4" P. V.G • F. M. (VF' Note = j II AL. YP(5 ":30'(H) 1 z 1 ": 2'(V) '.. r '" 8 t _ ES Aff f _ k JEX I S �- - I t-11� o Tt l , G.2 DE t - - - - /� , /ll - - - -- - - - - - --- -- . i 4.2 EEEEd 0 79 80 81 82 83 84 85 86 87 SANFORD AVE. SANFORD AVE. 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Woop WOW WDOfi7 I-5•r(. l""S-� 2��,Y NOTE: CONTRACT I CONTRACTOR TO INSTALL VALVE PIT, PIT Iz�� IK�S ��`�• Q-STY 2STY I-� WDOb woo 1:;) BREATHER, CONNECTION TO VACUUM MAIN AND SERVICE WO� • woot� Woo1� Woop LATERALS TO A POINT 5 FT. FROM VALVE PIT OR TO OPPOSITE SIDE OF ALLEY EASEMENT AS SHOWN. ' ��• CONTRACT 3 CONTRACTOR TO INSTALL SERVICE LATERAL NOTE GOj�1TI�pGTOtz J} IALL FROM LOCATION STUBBED OUT BY CONTRACT 1 INSTALL �J'A t�AT� LAT�1zAIS CONTRACTOR TO HOUSE/BUSINESS AT GENERAL LOCATION �� SAG} a BLt7G�• AS WELL AS PROVIDE CLEANOUTS AT EACH BEND IN THE SERVICE LATERAL AND PROVIDE SERVICE LATERAL VENT GONT{zPGTaI� HALL ll��'ALL s�Pq>zATI: ("GOOSENECK°) AT EACH HOUSE/BUSINESS END OF EACH L4 �12�Ls �OI2 E:PCH SLi LATERAL. PROPOSED .SERVICE LATERAL LOCATIONS AND C Y P r �• 1 �: ° 3 ®� POINT OF CONNECTION AT HOUSE/BUSINESS SHOWN NOTE: : VACUUM MAIN & VALVE PITS SHOWN FOR INFORMATION ONLY CY P RE55 AV E'. ° r ARE BASED ON- THE BEST INFORMATION AVAILIBLE TO THE COORDINATE WITH CONTRACT 1 . 2 � \ V ENGINEER; BUT IT IS THE CONTRACT 3 CONTRACTOR'S ONE CONTRACTOR FOR SPECII:'IC LOCATION & POTENTIAL CONFLICTS RESPONSIBILITY TO FIELD VERIFY EACH LATERAL LOCATION t— Z if f ♦ 1{ 1 � I __._—__ _._._ __ ..-.—. 2 a — t- RFVU) TREVIO --T p EDP- US- R1 N , t � } f j _ 1 - � 30 -- - - - -- -- - r t trT # # + _- + # _ 2 - - - --- -- o t - - - - - - t - -} - - - - - - - - -- -- -- - ---- - - - - - -- - - --- -- - - - - - - -- - n -- - - +- - - _ --------- VA - - - - -- - - -- - -- G LqT--I- -- - - - -- - -- - - _ - - - -- - - ---- - - --- - - --- - - -- -- --- - 4 -- - - - --- -- ------ - - -- j - — - - - -fi - -- - - �1QiP I' q' J l�%R--� -- --- - - - - - - - - - + - - - - — -- - -- -- -- - - - - - -- - ---L E G E N - ---- --- -- — - ----- - - N !� t t G - t } Eli ' 2 ..:::.::::::........ ::::.::.........:...::.:::::: t r �7� r t . ........ ::.:.: - - - - -- -- - - -- -- -- ... -- ------ - _ _ _ _ . - -- - - --- - - r - Ex TSB --- -- _ -- _ - - - � r + ... .:.... �• , - - - T-re` I 1 I ti - — —1r -- - -- - - -- --- --- — - - -- v Fj -e-�Y- a- - - - --- -- - -- - - - - - - - - --- - - ............: .........:. 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Conklin Porter and H®Imes DESIGNED BY: N1 FRIES 9�� 1"-* 2' (V) m ENGINEERS, INC. DRAWN BY C o. PL'L.VI=F� c1S7 DATE SEPT., 1987 POST OFFICE BOX. 1976 CHECKED BY: 0 // 88 F.�/ CLASS P �I/OT�'S dG�✓ 500 W. FULTON STREET 20 z DATE TO FOR-- APPROVED BY: 3' G r3 '`jc�,k 9I$1 1 10/88 GENERAL REVISIONS Ji.B ' SANFORD, FLORIDA 32771 JOB N0. S0602.27 D TEL 305 322-6841 TEL 305 831-5717 PROJECT CONTROL REGISTRATION NO: -S4Iq N0. DATE REVISION APPROVED m ..'. , .,....s-. ..: _". , ... .' .'.: v.. e r is '♦_ ?... SANFORD'CITY OF I Existing Fire Hydrant COMM. Existing Well Existing Combined Sewer L-i ne. A.C. 9 VXJUUL--, I -STY. Existing Tank Vent �biy- - . W 00 12 W oo C?WDDD OL-oc�k W0012 Existing Manhole' DE:I,-15E: Woo'lDi5 O Existing Cleanout �� W J (° Existing.'Power Pole (Wood) Existing Power Pole (Conc) W Existing Guy Wire -r oQKW%jl' V-02y wl�,j C-Ae- C, JPORT I0 Existing Light Post -rTO -ExAstihg Transformer I I I i(!5 P,&L-ME: A 0 1Z`9N.L"ETT0i Existing Telephone, Box �DTY-. ExistingMeter. VV06 t�, VV 000 COMPA. Existing Gas Meter 14 V/ W (Ty o Existing Fence L -5 - ...... ....... Existing Concrete Monument 0 W C-%4-r (-Tyr.) Existing Wood Posts 2�51E�WF-r- f'lf- 11Wyr C- L-F I;-- W Di P--r AF-zoy Existing Me-tal Post S-1y. I 4 VV Dot? \NODP X Roe.. p2op Coll pv.(�- FM. X \ � D12T QF'�O1�J i�_ID j CONTFZACT Proposed Plug Valve 7 Proposed Vacuum Main U L -T r Proposed 3" Ai r Vac Val ve Pi t (54" Sump \ I STY wooer -T-Ta u w v- Ti-, E E-:-✓ �V Proposed 3" Air Vac Valve Pit (30" W oor�? Sump) Concrete Encased Vacuum Main 0 Ld NOTE: CONTRACT 1 CONTRACTOR TO INSTALL VALVE PIT, PIT Mop W 00 t2 BREATHER, C-)NNECTION TO VACUUM MAIN AND SERVI E LATERALS TO A POINT 5 FT. FROM VALVE PIT OR TO tz 0,b OPPOSITE SIDE OF ALLEY EASEMENT AS SHOWN. CONTRACT 3 CONTRACTOR TO INSTALL SERVICE LATE AL FROM LOCATION STUBBED OUT BY CONTRACT 1 CONTRACTOR TO HOUSEfBUSINESS AT GENERAL LOCH ON AS WELL AS PROVIDE CLEANOUTS AT EACH BEND IN THE SERVICE LATERAL AND PROVIDE SERVICE LATERAL VENT (*GOOSENECK*) AT F.A`H HOUSE/BUSiNESS END OF EACH LATERAL PROPOSED SERVICE LATERAL LOCATIONS AND POINT OF CONNECTION AT HOUSE/BUSINESS SHOWN ARE BASED (114 THE BEST INFORMATION AVAILIBLE TO THE ANI EF ENGINEER; BUT IT IS THE CONTRACT 3 CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY EACH LATERAL LOCATION —J- 3.0 51il E-IM-W-A NIWAMIQ rA-oj E ire Lei ff i ffir-ro I E M, I E I �K I Access Point (SDR-21 WbOrJ -Ty 512LIC5�4 g�= Pro posed Buffer Tank w/3" Air Vac Valve IZES•STY. e--->Ty. I -STY. �7 VV 001? VV 00 L? MOP r2 A Property line per tax maps ezT%(- (-STY W 00 t? W60V NOTE: VACUUM MAIN VALVE PITS SHOWN FOR INFORMATION ONLY 111:301(H) CYPRESS AN/E7. COORDINATE WITH CONTRACT - 1": 2'(V) ONE CONTRACTOR FOR SPECIFIC LOCATION & POTENTIAL CONFLICTS 4 4 4- - 0 Wh WAk #A mama .3 4 ap, + -A- 28 2 it T11- wr 57KA-1 I I - . . . . . . . . . . . . Z?- ............ -IN r . . . . . . . . . . . . . . . . . . . . . . . . . . . LL. --------------- - .......... 1`11i V, I iF5.1 16 & 9 ti . �q 26 2 4 5ANFOR® AVE. D �• _ Lu J �n o e'r! A\/EM NT II v !Q I P P GUT ( T`fP) - `III Ile r w '8: al - II II II ( • CY P RE55 A\ / E • ✓✓ V I -r -- -4. - F - - - Q -- - - - -- -- - - - -- �_ 3 94 95 96 - 97 96 99 100 - I, SSE 6 elv_T �CQ LEGEND ANI FORD AVE.I �.: --w--- Existing Water Line Existing Water Meter 1 STY. I ST-f • ® Existing Water Valve BLIC . 2 STY 61_K . �.' comm. WooD COMM'.i STY• Existing Fire Hydrant I SL)C METAL. - [] Existing Well comm. _!= Existing Combined Sewer Line � - ! Ci�S P�-L� LT �. ly Existing Tank Vent _ 1 EE • �v M•N,T o � cu 13LI< • 5�ro2 • ,� F�tzUSiJ E:'' ` �` T ® Exi sti ng Manhole — — CZ`tR�. \ I \ t_� J O Existing Cleanout 5_ Q @ Exi sti ng Power Pole (Wood) L� hE.4 TREES \ �� \\ I STY. d Exi sti ng ;Power Pole (Cone) E3LV,. Ca►zoss ': I;---- Existing Guy Wire �L.Wr_EPS /-� ,� U ZSEWE� PIPECOMM. Existing LightPost L—ill s �\ ` g a I�� {2�W (Tye) �� ® Exi sti rrg Transformer A��E �` C \ �� --- #. ❑ Existing Telephone Box .. .. — _� — — --_ _ — o T. ra Existing Meter ': • ----. © Exi sti ng Gas Meter —II II �--�—T Existing Fence j I STY• I I II L i-�p'L� j II wppp o Exi sti ng Concrete Monument l i8"P�•LM I 1 (I vaoo0 e WOOD 1 DoU ag F&I—ME! •mac. Exi sti ng :Si gn )Z'' P,.t._M I I 'E's 10. S� _ RESI I p2.oP. to P.V.G. F.M. I I I ® Existing Wood Posts I '� I NT P—ACT 1L jj f I � I j Existing Metal Post I 1 I i l STY . ` CONG- 5-SIV EWE1z PIPE wopp SiUEWALK I ,I Proposed Plug Valve - 2 STY. " WOOD � I1 �ooA� / � NE�SIp• � F000 C�IAIJT ) I Proposed Vacuum Main I / T-f S LK . I �� S � Proposed �� APiS. E,z�zYl � �1 QsP>—I.o.L_.T , �I p ed 3 Air Vac Valve Pit (54 Sump ) fLEStp. !2" PA.L_� I GoMM . % �� I ` 2-S"I'Y, I✓R• C3Ut2N�® DUT 1 // I ��,r roposed 3 Air Vac Valve Pit (30" Sump) � � � Concrete Encased Vacuum Main \ / LATF_j?At_ MOT LOCATED PE$2 CITY _ — _ _ _ _ _ Access Point (SDR-21 ) OF s#NIYO�I� 2 sTY Proposed Buffer Tank w/3" Air Vac Valve 2 SiY h 2 STY. q `JEWE2 PIPE I V1i00® ��StQ • Property line per tax maps STUCCO \0000 P O 2ES1 D. �IZOICEI`! 0I.1G. /.PIz0),j � I NOTE: �^ CONTRACT 1 CONTRACTOR TO INSTALL VALVE PIT, PIT t� V I _ t)j'Y BREATHER, CONNECTION TO VACUUM MAIN AND SERVICE 0 Q I 1 LATERALS TO A POINT 5 FT. FROM VALVE PIT OR TO 8 - - I G. OPPOSITE SIDE OF ALLEY EASEMENT AS SHOWN. CONTRACT 3 CONTRACTOR TO INSTALL SERVICE LATERAL • -- FROM LOCATION STUBBED OUT BY CONTRACT 1 7 CONTRACTOR TO HOUSE/BUSINESS AT GENERAL LOCATION Q- 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 w 1 » :3 0 f ( H LATERAL PROPOSED SERVICE LATERAL LOCATIONS AND NOTE: VACUUM MAIN & VALVE PITS SHOWP! FOR INFORMATION ONLY GY PRE 5S AN/E. ARE BAPOINT SED ED ON CONNECTION THE BEST HOUSE/BUSINESS THE W � i�' 2 ' (v� COORDINATE WITH CONTRACT ENGINEER; BUT IT IS THE CONTRACT 3 CONTRACTOR'S ONE CONTRACTOR FOR SPECIFIC LOCATION & POTENTIAL CONFLICTS RESPONSIBILITYVERIF�EACATERALJ � --- -- -- - -- r - - - - - - + - ------ - - - - - - - - - - t R - - - --- -- - -- - -- - li\ - �- --- - - -- } + - -- - - - -f - - r- - - -- - - - - +-- - --- t -� - -- - --- - - - - - -- - -- ----- - --- - tt - -- - -- -- - -- -- - - - - - - - - - - - - - - t 2 - - -- _- fi- _- - -- - _-- -- - - -- - - -- - - -_ -- 1k —T- -- — - --- + } - t - - - - - - -- ----- - -- t i - - -- I - - — --------- — - -- _ - - _ �{ - -- -- + -- f - - -- -- - -- -- - - - - r - - - - - - - - -- -- - , - -1 wff _10 _ F d;. - -. - _ _ _ . __ -- --- - - -- -- -- --- - - �. 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SAS:: ffif' � - 18 ::::SS: �: S .:.. ,.:tf `:;;r.�•} �—_— - - - __-- - -_' � _T— :::1: ++Y ............. 1—L/��I�-- ---- - r- r Z tl 2 V• 14 14 _- - -- =- - 1210 ry 10 -- f Conklin O 94 porter and Hobs ENGINEERS, INC. POST OFFiCE.BOX 1976 500 W, FULTON STREET SANFORD, FLORtDA 32771 DAT E TEL 305 322-6841 TEL 305 831-5717 TO 956 PROJECT FOR CONTROL 9 ` ACTIVITY DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY REGISTRATION NO: NAME DATE 9- 9 ,91 SCALE: 1 n.30 (H) DRAWING NO. 1 2 (OJ) �C� DATE: SEPT.,1 987 JCB A.C.B. JOB NO. S0602.27 APPROVED CITY F.M.22 �� } a ANF RD � { - PROFILE 5• M �'Zl�s Or/g� 4-+• M. L. �G• a (? ��$% Q // 88 Fti1 CLAs,� AC/GA/y1��V7 A 0/88 GENERAL REVISIONS �. G. Zfl N�J•;l �/87 RI 6.Be REv I �E� I a c akttYlENiS 347�1 1 N0: DATE REVISION i 4. C X u u RIDGE AS REQUIRED TO ALLOW 12" MIN. (COMPACTED) TOP SOIL 11-0" MIN. WIDTH NECESSARY MIN FOR SAFE TRENCHING MIN 1MIN FOR TRENCH SETTLEMENT OR OTHER FINISH. SEE SPECS. 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" + 1'-4" MAX. / _"D" + 1'-4" MAX.` 1,-0„ "D" + V-4" MAX. — 1'-0" _ _ MIN. ` MIN. -- ` MIN. X COMPACTED EARTH COMPACTED EARTH FILL IN 6" LAYERS X FILL IN 6" LAYERS x 90• r _ 90" _ 90• --- -� 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 V-0" 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 i Y PLAN DOUBLE ACTING 2/3 D, 8" MIN. STEEL WEDGE 'll 0 1► v i 11 vll 11 q u •v L SECTION Y—Y THRUST BLOCK FOR VERTICAL 1 /16 & 1 /8 BEND NTS NOTE: EMBED #6 BARS-22" AND PAINT EXPOSED BARS W/ TWO COATS OF APPROVED BITUMINOUS PAINT 2/31), 8" MIN W PLAN D/4 E D/4 / •T 1— F 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" 10" 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" RRY CONC. TO LID GROUND FORCE MAIN v MANHOLE RING & COVER, U5F #1125 OR EQUAL CAST INTO LID. ao \ // DIA. w �� PRECAST AIR RELEASE PRE -MOULDED VALVE MANHOLE PLASTIC JOINT SEALER o 2" APCO MODEL 400 18" 5" MAINTAIN 12" CLEARANCE Or SEWAGE DUTY AIR BETWEEN TOP OF AIR fy_RELEASE VALVE I RELEASE VALVE AND TOP V) I OF CONCRETE COVER. 2" G.S.P. 2" GATE VALVE �I FORCE MAIN TAPPING SADDLE 1 p0 00 0 00 1 1 m I 10? GRAVEL 00 0 z_ 0 0 0 0 JOINTS TO BE FORMED 00 0 0 0 0 00 WITH AN ACCURATE 00 00 RING FORM (TYP) 0 0 0 16" NOTE (2) #5 CONT. 2" CLEAR TYP. SEE PLAN & PROFILE SHEETS FOR LOCATION OF VALVE BOX AIR RELEASE VALVE DETAIL NTS SANITARY SEWER MAIN 4" LATERAL 6" SERVICE LINE S=0.6% MIN. 6" WYE BRANCH W/ 30' L.R. BEND ,4" LATERAL SINGLE SERVICE DOUBLE SERVICE NTS 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, 12" I � PLUGGED 6" SERVICE LINE ' I 7_..30* IN. I BRANCH W/ BEND CONTRACTOR TOELD COVER TO BE ABSOLUTE DIMENSION UNLESS MIN. 48" AND NOT TO SPECIFICALLY EXCEED 60" AT P UNLESS DIMENSIONED ON PLANS NOTED &�ERWISE USE SOLID CORE M.H. BRICKS TO SET RING & COVER TO FINAL GRADE IF REQ'D. (4 COURSES MAX.) PRECAST MANHOLE CONFORMING TO ASTM SPEC C478 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 NOTED OTHERWISE i — SINGLE WYE BRANCH 6"x6"x4" (PLUGGED) I NOTE: ALL MANHOLE COVERS TO BE SET AT FINISH GRADE -0" DIA. FINISH GRADE II 2 COATS BLACK BITUMINOIUS PAINT I MANHOLE FRAMES AND LID EQUAL TO NEENAH R1040 WITH A TYPE A NON -ROCKING LID. (400 LBS. FOR FRAME AND LID) M (SEE TABLE) I NOTE: SHOP DRAWINGS REQ'D ON ALL MANHOLES AND RING & COVER ASSEMBLES CONC. FILLET 2 � X N � 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 SECTION TYPICAL MANHOLE NTS UNDISTURBED SOIL BACKFILL PLACED ACCORDING TO 9" SPECIFICATIONS 9" Lt' LIMIT OF CONC. CRADLE ORSADDLE WHEN NOTED ELSEWHERE \ _-4" OR D/4 WHICHEVER p IS GREATER { 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 SALT MARSHES, MUCK SOILS OR PLACES WHERE HARMFUL SECTION V-V CORROSIVE CONDITIONS EXIST, PIPE SHALL BE PROTECTED WITH AT LEAST 10" OF SAND OR LIMESTONE SCREENINGS ON THRUST BLOCK FOR CAPS ALL SIDES AND TAMPED BY HAND IN 6 LAYERS. NO ADDITIONAL NTS COMPENSATION FOR CORROSION PROTECTION OF PIPE WILL BE ALLOWED. DETAIL SHEET Conklin Porter and Holmes ENGINEERS, INC. _ 0 POST OFFICE BOX 1976 500 W. FULTON STREET --_— -r SANFORD, FLORIDA 32771 DATE-_-[-. TO FOR TEL 305 322-6841 TEL 305' 831-5717 PROJECT CONTROL ACTIVITY NAME DATE SCALE: As DESIGNED BY: �•� 0-88 /VOTtl� DRAWN BY: s• PS' 2-88 CHECKED BY: M.G.c• ?-88 DATE: fie 1 /988 APPROVED BY: 'j• 0-88 'A oe.i? REGISTRATION NO. 3479/ NO..DATE REVISION APPROVED JOB N0. 50*00-27 '^e" NO.CITY OF SANFORD-'C' 20' 3 VACUUM PUMP STAT!",Cp�� X 0 0 14 g L-�5 sb12 2l rv.6- v7VAIN �IT� powip a ��v� I�OI�Nt� �-t9EL sTr�12Ae AI2rA Wi 0VtFtM0W/"--;-rILL 7ANk �XtST3NG l STORY 00h1c. BL %m Flk FLUOR , 2Z.18 �� '3O WIDE SIPBWRLK� !}u 114ICK W/(0Kt0x(oww1= /UM SE'6l/E� TO CbGG�C'T/O/V ''E•M - MA//t/c� TOP OF /U/Yl SE K/E�2SLAB EL 2 .24 TO �'OG[. "T10: L/ MA//t/ POWER POLES W N t6 VACUUM SE'!C/EE' G/NE TO COGG EC'T/ON S rS'TEM - MA/.V 4 {�.4CUU/�'I SEIt/E.2 G i/VE' TO /19A//V 5 V40!1[/1Y7 S'E7C/E'C G//UE' TO G'OGGD'CT/O� SYSTEM -/VIA/�t/ DAT E M. GRASS -A3-DUILI UKAKINU3 ANU )nALL rItLU VtKIrT UK UtItKMINt If1t 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"TING UTILITIES, THE +�; _ ______ __ _ _ LALJ � I A I ip � �� j � � ENGINEER AND OWNER OF THE UTILITY SHALL BE CONTACTED. Iif �I�l b r 4. THE CONTRACTOR SHALL STORE CONSTRUCTION EQUIPMENT AND AREA MATERIALS ONLY IN THOSE AREAS DESIGNATED BY THE OWNER. AN ,1-L, r'LA',jT M/,TEFP.1A 1 , G//vE TO AREA WILL BE DESIGNATED BY THE CITY OF SANFORD FOR STORAGE By TREESC'OGGEC'T/O/V �SY.STE/% EQUIPMENT. THE CONTRACTOR MAY USE THIS AREA TO PARK�E•rr �� EQUIPMENT AND STOCKPILE MATERIAL. THE CONTRACTOR MAY, AFTER f ("SEE CZ:11VT,e,407- �/) APPROVAL BY THE OWNER, USE OTHER APPROVED AREAS FOR STORING (M,9/,v i) EQUIPMENT AND MATERIAL. r - Y�_r @I c� �Ir. c G r d 5.. WHERE PROPERTY MARKERS, SECTION CORNERS, SURVEY MARKS, SUCH �� L/` �„ AS STONES, PIPES OR OTHER MONUMENTS ARE ENCOUNTERED, THE 2Q ENGINEER AND OWNER ARE TO BE NOTIFIED BEFORE THEY ARE 5)AN IkIA-rIC"P11 s`fj"rF_M WILL_ � MOVED. THE MARKER SHALL BE PROTECTED AND PRESERVED UNTIL r THE ENGINEER AND OWNER, AUTHORIZED SURVEYOR OR AGENT HAS �~ ©-I�C��/I� �rl� W�I-� Gvv�� L''!'' WITNESSED OR REFERENCED THEIR LOCATIONS. THE MARKERS SHALL BE REPLACED BY AN APPROVED SURVEYOR AT THE CONTRACTOR'S EXPENSE. C�r� "�rf " P 1 ''0V r1A 4e t-�', 6. TYPICAL DETAILS AS SHOWN ARE TO ILLUSTRATE THE ENGINEER'S INTENT AND ARE NOT PRESENTED AS.A SOLUTION TO ALL CONC. CUM BACK CONSTRUCTION PROBLEMS ENCOUNTERED IN THE FIELD. THE OF CURB ON t CONTRACTOR MAY ALTER THE METHOD OF CONSTRUCTION TO SUITE r F FIELD CONDITIONS, PROVIDING HE SUBMITS A PROPOSAL FOR THE I 4•I ALTERNATE METHOD TO ENGINEER FOR APPROVAL AND USES MATERIALS AS DESIGNATED IN THE SPECIFICATIONS. 7. ALL TREES, SHRUBS, ETC., ALONG THE LINES OF CONSTRUCTION ' 1 SHALL BE PROTECTED EXCEPT FOR THOSE TREES AND SHRUBS DESIGNATED FOR REMOVAL ON THE CONSTRUCTION PLANS._• ALL TREES \ 1. TO BE REMOVED SHALL BE FLAGGED AND SHALL NOT BE REMOVED I w UNTIL APPROVED BY THE OWNER AND ENGINEER. -'" 2 �1 i-i", 31�• 8. CHAPTER 553 OF THE EXCAVATOR NOTIFY ALL LGAS DUTILITIES SARMINIMUM OFATWO N(2) " !){ E �yP s}°�aATE �/�L�/� �_- �Z,L�rz'� �aLi-`-�vc ��M j WORKING DAYS PRIOR TO EXCAVATING. THE DRAWINGS SHOW ONLY ' ( THE APPROXIMATE LOCATIONS OF GAS MAINS AND DO NOT SHOW ALL w/vaLv �� j SERVICE LINES. i! E �gIIiC )�'� � �J' O,C., I � I I I I 9. ALL PRIVATE AND PUBLIC PROPERTY AFFECTED BY THIS WORK SHALL r BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN EXISTED \ BEFORE COMMENCING CONSTRUCTION WORK. EXISTING x 1 10. SEE MECHANICAL, ELECTRICAL, AND PIPING DRAWINGS AND EQUIPMENT MANUFACTURER'S SHOP DRAWINGS FOR LOCATION OF EXISTING ASPHALT � � • �1 , PARKING a ASPHALT AREA SLEEVES, HOLES, OPENINGS, RECESSES IN SLABS AND WALLS t $ ) PARKING to ' TY + 22.0 ��A AREA - ANCHOR BOLTS, ETC.: COORDINATE LOCATIONS AS REQUIRED. , { PROPOSED EQUIPMENT BUILDING \ V) i'i2oh &11+ A x 11. THE CONTRACTOR IS TO COORDINATE WITH THE OWNER CONCERNING I u� VEHICULAR ACCESS ONTO AND FROM THE CONSTRUCTION AREA. 12. SOIL BORINGS AND ENGINEERING FOR THIS SITE HAVE BEEN a PROVIDED BY JAMMAL & ASSOCIATES, INC., ORLANDO, FLORIDA, AND NOTE: cowrgACT #2 LlM Ii''S, ZI Our51DE WILL BE PROVIDED TO THE CONTRACTOR FROM THAT FIRM UPON OF PJUILDINCa REQUEST. THE ENGINEER ASSUMES NO'RESPONSIBILITY FOR THE CORRECTNESS, COMPLETENESS OR ACCURACY. T(tEMONTRACTOR SHALL r FOLLOW THE RECOMMENDATIONS FROM THE SOILS CONSULTANT'S /F,20/i REPORT. /c i I _ 13. THE CONTRACTOR SHALL COORDINATE WITH OFFSITE CONTRACTOR (IF +� �� ' P��f` ��-� N� �JL�L, DIFFERENT) TO ASSURE PROPER PIPE CONNECTIONS BETWEEN THE f�/�//VG GC�/llTiS•4G'TO� VACUUM STATION AND OFFSITE PIPING. /S TO G I 3 CO/l//L/E"G'T r0 340&. STG/g-OfJT 14. THE VACUUM STATION CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PIPING TO 2 FT. OUTSIDE THE BUILDING WALL OR TO THE �TYP/C,[IG> TRANSITION SLEEVE. (THE TRANSITION SLEEVE SHALL BE PROVIDED �tl AND INSTALLED BY THE PIPING CONTRACTOR. __EXIST, 12"CLAY The following is a list of utility companies which provide /UDTE SEE SHEET "8 aTORM LINE service to the facility -and contact, people for each company: t - EI WATER & SEWER: Ctty of Sanford �- Z, I UPE/V CUT �`RFSTO�PE 300 N. Park Avenue ' / F3R/Cf!ST�PEET. SEE Sanford, Florida 32771 (305)322-316) Q { it/OTg /lo, $//EET 8. Attn: Mr. Paul Moore Utility Director EXISTING POWER P�201�05EO 8'i P. {�c. € POWER: Florida Power & Light _ POLE $EE NOTE \ {TYPICAL! Fo�CE' M.4//1/ OR/8 VALLEY• P. 0, Box 1817, 301 N. Myrtle AVenue -� 3 �`_ l, ` -�- Sanford, Florida 32711 ( �' - 1 I`� I� I' P�oV/�� M/� C�v�� EXIST. SANITARY SEWER LINE 3Mr. POWER POLE---•- -- �TO SANFORD WWTP Attn: Attn: Mr. Bruce Stephenson Bruce - TELEPHONE: Southern Bell Telephone &.Telegraph /26) FW FM. F-M. 500 N. Orange Avenue, Room 337 =2D JAI,�! =-- >Orlando, Florida 32801 F . I (305) 237 -3501 '® _�Ix _ ww -x- •+�-�-- _ - m _ _ - _ _ � _ _ _� _- _� - A t t • ay Bourg (DIRT DRIVE } � � m � ... � ....._ � � Buried Ca bl RLocation: l-800-342-1901 r /'+, ��>> FL.Ia.r GAS: Florida Public Utilities Company �r"'�"` (�� NI r`� r-L--� Q STORM OUTFLOW w �„ , w W w 1 w TO LAKE 830 W. 6th Street "1L1L.�1". .r�P'I I26 Sanford, Florida 32771 G'D/L/T�P.4G'TD�2 To �XTE"NO (3 0 5) 3 2 2- 5 7 3 3 �_7 Attn: MrAPMaheuEXISTING WATER MAIN��C•,E• MQ/� � /�-O . A. P. , SFUCK APR --EXIST. 18 COMBINED STORM/SANITARY SEWER LINE T/A/G IWA11-/OGE. EXISTING t2"SLAY J' 2 STY E� �y��7 8• EXISTING EXISTING 1�_STORM LONG. BLAB LINE CONC. BLK. I STY. BRICK BLDG. E GARAGE CONC. BLK. BLDG. COMC j( r /'� jAPP/NC7 SADDLE /Y2 TAPP/NLj SADD4 6 P�I/2fl//(lC LOT P,911EMEil/T /(/GTE •' • 1 " F/70T TYPE ,3 ASP1IALT/C COit/C.2ETE FLOOrJ P�POit/F =L,5VAT/O�/ PE'/e 1'=Z=Mf1 /5 /D. d ' SURFACE CDU,PSE ,- �. COMPACT TO 98'o A451/7-0 T /8D> j e /D 97_40/L /ZED 5'U/3 F�ASE FQV 75 /'.5/ �COM v,4 T TO .S8 iD�o A.4S//TO T /80� SITE.,PLAN r AND , A LAN[)Pt ', ' J ACTIVITY NAME DATE i DESIGNED BY: q SCALE rtl� jai DRAWING NO. ��M 187 CITY OF SANFORD DRAWN BY: J IDS' 9/87 ® 3/�J i�r2AINA��J>=ulrL STal�a� 3•6- a - CHECKED BY: /VJ�C 9187 Q (o�gg LANI7S�Aplt�l(r, CiEN-t2EV JG'�. DATE SEPT., 1987 TO FOR APPROVED BY: � �' ,(3,Qq�/C,y �+ � Sg � �!✓,IZ. GOMMl:1�f"� `,'G � JOS N0. SO6O2.2 7 VACUUM. PUMP STATI ON. PROJECT CONTROL REGISTRATION NO .3�79� NO. DATE REVISION APPROVED I t J M Conklin Porter and Holmes r ENGINEERS, INC. �r O POST OFFICE BOX 1976 z 500 W. FULTON STREET DAY E TO FOR {z SANFORD, FLORIDA 32771 TEL 305 322-6841 TEL 305 831-5717 PROJECT CONTROL m ACTIVITY, NAME DATE Q/i2£j c�/�11� Pf/Ci� o�✓ %r'�sl 3 ir_ i ii, (- O DESIGNED ;BY R.,D. WHITE 7=87 2��$ PER 1�.E R• C'oMM�I TS 1. C, r3 SCALE DRAWN BY: M'. MITCHELLt 7-87 3 0 ro aY,�1�,�lPETyJ.dLC �`M�/?. /�iMPov J , C �g DATE AUG. 1987 CHECKED BY: I�Sy /`'l1SC. CNA�4,55 TF�� . APPROVED BY JOB. NO. 'S0602.27 REGISTRATION NO N0, DATE REVISION APPROVED r r N N r r J r r r vEr.l-rI, L-AT0R � c,l -L MT-f 3 s _ � ' - -= ' -i - t '= I r N ,r..z .r _ , icy-l6►s T- r � -r I ter- Z, To cov�l � S �J •� r— �-- ___.._ .�_::_: . �� Stall P -1 _ _ AL uM • ocig2 r -I�151�� LOO►� o .lr� 71 - ,m; Cam` r _ �,2 ✓l0 G/�(!� < n ADC � SP�a�Ieuo GK -- r• u® PC r.1 r otoR 11, 1 t _ .ram-► ►` SOUTH ELEVATION SCALE = 1 /41�=1 0�� TO F, ELECTRICAL LEGEND SIFMBOL ,. DESCRIPTION' I-Q VIALL MoUWTED R4C Jbr-- --::C�T oR H> LIEtNT FIxC111i4E 6URFb.CI= WTc>-IiIT o ELL�OKE�EI�T Lif�k-I'L F1XTt.1i�E AFF a.Pc->YE riOlsHEP FLcoR F5E r-dgt`11SHED I3Y, ELECTRICAL COt iTRtaC.TOR Flo FLIP OI E IEP gY oTHERs ll oo utJL�ss c�TNERI Jls� LloTt� sl C-} f`lAL DELL e-oHcE,•1.Eo 111 IJ&LL OR c.EILItJy �- --� CoI.Ip�11T CoI�1� E �LEo 1 tii FL009(cl?, BE1.otJ c- pb DE oo sITp' rLAKI) C-oWPUIT emFosno of l WALL o({ CEILIt�IG —�. HoWE-FJ J Copc4J -r, 2 CIRCILI I T DIscowECT sI11TcH NoN-FLsisLE MoTaFWITH bPpRo M A.T �O=sE �PCEps t-IOkI t� , -- Jjc Bo N Tlot-I y- T 0 T Egt-ic SYAT F t3O H � E- ROL IT S-rw P _ F B IRMAI- MOT R SI.JITGN�LcI .�•'rNF PRoo � ! �� ; SY ` U C�1PL�5� R�c.Er�-T,�.LE E'rK"I EL 4ee=E0 Tw1 r- Kt TER %;onklin Porter and molmes IT GI EER 9 INC. POST OFFICE BOX 1976 500 W. FULTON STREETzl_ ®ATE TO FOR SANFORD, FLORIDA 32771 2 TEL 305 322-684 -1 TEL 305 831-5717 PROJECT CONTROL IA -2 120v. 1 FIXTURE SCHEDULE TYPE MANUFACTURER CATALOG NUMBER NUMBER AND SIZE LAMPS MOUNT REMARKS 0 I Y6pc R L A.L R- 4 I sZ 2-F40Tiz tJtJ p� ,b t.!-r © Pt r��cllT� aR6sl�a v -5 1-100QIF I jALL MILLEf2 t GLI-r � L 1-"230 252--¢ 2�P`ISTi2!JLJ-I-IO PEt-1�AI.1-i' .. H.O.A. C NEMA I _ J ENCL. ; . ATS ELECTRIC HEATER SCHEDULE L_ _J T- T S AT G - T Y P E MANUFACTURER :., CATALOG _ NUMBER, KW VOLTS PHASE E REMARKS is -0- VENT a 1 FAN >✓ e.N/.oKtA OSC . _ _ 548 . LIM _ S . o coo 3 _ t2Ae Ic E.-rs -r -r r _ DAMPER _ ;- E S o G 12 i I --f K L kJ �D 4coo �-i��I,as � o -T L. , CN f C=20 AMP CONTACTOR I 1hlr��r� R,�l.11JC7 .... EXTERNAL WIRING I�- :; ... ,.. -ro f w IA PANEL SCHEDULE Isn' /?� VOLT -PHASE, WIRE 6�n ANP 1 M.GB. ` M.L.O. 1` SURF. O FLUSH. + ❑ POWER PANEL 9 LIGHTING PANEL NOTQ:.ALL BRKRS. TO BE 20A.-1 POLE WITH # 12 WIRE UNLESS NOTED OTHERWISE. ` REMARKS: TOTAL LOAD 1.01 NO. BRKR. PURPOSE COND. &WIRE DESIG KVA LOAD 1 LT O 6 2 3 12-p-tS.. d •(P 4�.1� 5 6 � Us,�sl-f✓ sP.ac.�,oIJLY 8 9 10 _. 12 is✓1 PANELSCHEDULE `I Z-2 / 2,QS_VOL , 3,_PHASE , � WIRE AMP, S M.C.B. -❑ M.L.O. ❑ SURF. ❑ FLUSH p POWER PANEL SLIGHTING PANEL NOTE!: ALL BRKRS. TO BE .20A.-1 POLE WITH #12 WIRE UNLESS NOTED OTHERWISE. REMARKS: TOTAL LOAD NO. BRKR. PURPOSE COND. &WIRE KVA LOAD DESIG. . 1 L-r;,-:=, .` 0-co 2 13,4-17T. C1-1A2Ee .kK 1.5 ` 3 ,&LA-91,r BILL i o 4 5 �P,E 6 7 8 g fJ SaL o�1L 10 11 12 ACTIVITY .a ,> NAME - DATE BYRJS, - - - SCALE,DESIGNED 3/81'_ -l+ -O" DRAWN BY: W DS ` CHECKED BY;LJ B ® I-25 MISCELLANEOUS REVISIONS DATE A U 1987 APPROVED BY:LJ i3 - I -7- 1 V NT Q LY�j REGISTRATION N0 NO DATE REVISION APPROVED JOB NO. S0602.27 'AND HAVE -U.L. & STI.RP3 LABL- ES) m Conklin ort r and Holmes ENGINEERS, INC. v POST OFFICE BOX 1976 500 W. FULTON STREET z SANFORD, FLORIDA 32771 DATE TO FOR TEL 305 322-6841 TEL 305 831-5717 PROJECT CONTROL m MOTOR CON 1: ROL CENTER"wc-'SIZE �� AMPS.SQ�.D,VOLTS A.3 0 ,� W.i .T4CONNECTION A.E PURPOSE HP STARTER ,rONT. TEM ON STRTR., REMOTE CONT. ITEM BRANCH DISC. . FEEDER REMARKS WIRE GND. COND SooHtcM%Z .I �RKR oI.JLj2� Y7 g — �j BRw. Flop, " rc�.1° — 5c�3 25cMc► 2� erk', 'Q� c >v4L`( ro- S.,EL,ErM 3 ACTI'V I TY, NAME DATE SCALE°NONE DESIGNED .BYRJ S DRAWN BY: VV.DS CHECKED BY: L4B. DATE! AUG. 1987 APPROVED 01'UB S0602.27 REGISTRATION NO: NO. DATE REVISION APPROVED JOB NO. t -- - - - .-,.,.F "!£s .jp` ['F :4 k s.Ya ..r, % Qom,x�.`�� x�. , .. . i v - - ..�. Z ya: rFfJ.. waMl _ . 1 1 4 # DIRT t GRASS O IcaNC,N SLOCK NO IMPROVEMENTS Z GENERAL NOTES , '�Ta(r OLDQ FIN. FUROR EL 2118 EXISTING p EXISTING ASPHALT PARKING u ^" Y 1. THE LOCATIONS OF EXISTING PIPING AND UTILITIES SUCH A , $ GAS, y., ASPHALT PHA LT AREA U WATER LINES COMBINED SANITARY AND STORM SE WER, TELEPHONE 'UNDERGROUND - PA RKIN G AREA : '- � ., -TY CABLE ., D GROUND ELECTRIC CABLES, ETC. AS :SHOWN ON , '' , THE DRAWINGS HAVE BEEN DETERMINED FROM P LANS FOR THE - 1 a ® -HE m EXISTING -FACILITIES AND ARE GIVEN FOR T CONVENIENCE OF THE x W ■ CONTRACTOR. PRIOR TO CONSTRUCTION NST UCTION AND THE ORDERING OF MA H MATERIALS, THE CONTRACTOR NT ACTOR SHALL ADDITI ONALLY IONAL LY REVIEW E IEW EXIS TIN G DRAW "AS-BUILT"INGS D AN SHALL FIELD IEL VERIFY OR DETERMINE T IN E THE 0 LOCATIONS F ALL EX ISTING UTILITIES S WHICH ARE 0 E LOCATED D INTHE PROPOSED CONSTRUCTION AREAS. r EQUIPMENT N 2. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN IN i SERVICE, ALL EXISTING SERVICE PIPING ENCOUNTERED DURING BUILDING 4 F,eO/ri CONSTRUCTION UNLESS OTHERWISE INDICATED IN THE DRAWINGS. CU,ec3 6We ANY PIPING WHICH CAN BE REMOVED DURING CONSTRUCTION WITHOUT UNDUE INTERRUPTION OF SERVICE MAY BE REMOVED AND REPLACED BY VACUUM SEWEQ" THE CONTRACTOR WITH THE PERMISSION OF THE ENGINEER AND VACUUM SE'lUE' ,C/NE TO COlLEC- OWNER. i G/NE TO GbGGE T/O/L/ Ti ON .SYSTEk:' 3. BEFORE WORKING WITH OR AROUND EXISTING UTILITIES, THE MA/.V No./ , ENGINEER AND OWNER OF THE U TILITY SHALL BE CONTACTED. T�M-�14//V ' -1 _ CS-`-IF�TYCow r%PA """""""" CO/V/!EC'T TAge-' SEE COc/T,PACT rSYS 4. THE CONTRACTOR SHALL STORE CONSTRUCTION EQUIPMENT AND , :> > J ! MATERIALS ONLY IN THOSE AREAS DESIGNATED BY THE OWNER. ANe�/C.4G EXIST. 12 „ AREA WILL BE DESIGNATED BY THE CITY OF SANFORD FOR STORAGE I/CC/G//i'I SE![/E' ,: 2 t CLAY STORM LINE EQUIPMENT. T. THE CONTRACTOR MAY USE THIS AREA TO PARK •` r TOP OF CCINC.RI15ED 1 EQUIPMENT AND S70CKPILE MATERIAL. THE CONTRACTOR MAY AFTER Gi/I,E' TO G'OGGE T/DN SLAB EL I APPROVAL BY THE OWNER, USE OTHER APPROVED AREAS FOR STORING 4 S YS TE/*7 A /V 2a2A 2 P.2 0 PO S'EeO , M EQUIPMENT ND ATER IAL. ,.. ES NCJ 8 6 � R T x8 7' 6U � U E' E u !N o• 1 � N A S 1/ /''I A M j 5. WHERE PROPERTY MARKERS, SECTION CORNERS, SURVEY MARKS SUCH , NG LU O F /2 E P � R W! �l � M U T I AS STONES PIPES OR OTHER MONUMENTS E C ARE ENCOUNTERED, THE , E ., Ar / E W E V RS R E E •o G oN T N j f 'ENGINEER AND OWNER ARE TO BE NOTIFIED 0 D BEFORE THEY ARE ANALI EXISTING POWER O P V. C. O S D .e V P f POWER: MOPED. THE M MARKER B SHALL E PROTECT PROTECTED AND PRESERVED R ED UNTIL IL 0 D 1 � NOTE: ' C AoolnoN— �P p ::::::::::::::::::::::::::::::::::::::: , PotE E NOTE SE NA cE' ,o ,2 O� //V MA F S cOt�. VALLEY II HE ENGINEER T INE AND OWNER, NE AUTHORIZED SURVEYOR U EYOR 0 R AGENT H S W WITNESSED E er.1G D M Elz Y D Al N Gi � G N M lZ /� /�PrQ/CyAT/oN I (TYPICAL). `i � �' v O � P� 3 ouTTEn I LAT OR REFERENCED THEIR LOCATIONS. THE MARKERS SHALL 1 r tt'' 1 r 17 EE 5 E.2V/CE^��.. I OI// / M /t/ G' �E' EXIST. SANITARY SEWER LINE BE REPLACED B L CED Y A V N APPROVED SURVEYOR C THE CONTRACTOR'S EXPENSE. S 0 !7 E T L T POWER PO OLE - LE T SANFORD WW TP 0 S N RD . POWER POLE —C__N" __�f 7 '::NEE b 1 ICA D TYP L EYRIES AS S 0 H WN ARE TOS ILLUSTRATE-THE ENGI RTELEPHONE: FM, F•M. INTENT AND ARE NOT PRESENTED AS A SOLUTION TO ALL FF q i CONSTRUCTION PROBLEMS ENCOUNTERED IN THE FIELD. THE / CONTRACTOR MAY ALTER THE METHOD OF CONSTRUCTION TO SUITE - _ "`" FIELD CONDITIO F S, P 0 V I D I N G E S B M I T S A R 0 P S A L 0 R T H E ---- ------ --- --- --- =- --- -- - 3/tj"WATER METER - ___ ___ �` _ _ __ __ �I _-__ ALTERNATE METHOD TO ENGINEER FOR APPROVAL AND USES MATERIALS (DIRT DRIVE 1 METER /%2 FL.14.73 AS DESIGNATED IN. THE SPECIFICATIONS. 1 - W w w w w TO LA ouTFtow GAS: ro LaKE 7. ALL TREES, SHRUBS, ETC., ALONG THE LINES OF CONSTRUCTION �`-'��TAPP/NG SAOOLE `/� " TAPPING S.400LE SHALL BE PROTECTED EXCEPT FOR THOSE TREES AND SHRUBS.��l 64 k2 DESIGNATED FOR REMOVAL ON THE CONSTRUCTION PLANS. ALL TREES TO BE REMOVED SHALL .BE FLAGGED AND SHALL NOT BE REMOVED VACUUM SE•LIJE1e G /NE' EXISTING WATER BRAIN ``� UNTIL APPROVED BY THE OWNER AND ENGINEER. TO G'OGGE -7-10 1/ SYSTEM - MAL�I/ EXIST. 19' COMBINED STORM/SANITARY SEWER LINE BRICK APRON 8. CHAPTER 553 OF THE FLORIDA STATUTES REQUIRES THAT AN EXISTING EXISTING EXISTING STY. EXIST. IY°CLAY 1�_STORM EXCAVATOR NOTIFY ALL GAS UTILITIES A MINIMUM OF TWO (2) $E'dC/FiP Gi/VE' CONC. SLAB CONC. BLK, 1 STY. BRICK BLDG. BRICK2 LINE WORKING DAYS PRIOR TO EXCAVATING. THE DRAWINGS SHOW ONLY u, GARAGE CONC. BLK. BLDG, CoMwi. THE APPROXIIMATE LOCATIONS OF GAS MAINS AND DO NOT SHOW ALL 1 ' TO COcc.EcT/ow SK. rdEFY% -M,41AI 5 SERVICE LINES. 9. ALL PRIVATE AND, PUBLIC PROPERTY AFFECTED BY THIS WORK SHALL r V-4C11111vSE'K/E'� G/A145 BE RESTORED TQ' A CONDITION EQUAL TO OR BETTER THAN EXISTED TO COGLC`'CT/ON SYSTEM-IV1.4/il/ �o BEFORE COMMENCING CONSTRUCTION WORK. 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. 11. THE CONTRACTOR IS TO COORDINATE WITH THE OWNER CONCERNING 22 20 IT 16 - - - - - - 14 _-� w, - - - - w 10 000, Conklin Porter and Holmes ENGINEERS, INC. N c2 POST OFFICE BOX 1976 500 W. FULTON STREET Z SANFORD, FLORIDA 32771 DATE TO TEL 305 322-6841 TEL 305 831-5717 VEHICULAR ACCESS ONTO AND FROM THE CONSTRUCTION AREA. V -- - - --- - ---- - ---- --- - _ ..--- .. - ---- - -- - - -- - ------ -- -- ---- - ---- - - --- ---- - --- --RR V-IDED Y-JAM Al -&- SSO-C--I- TE-S-I116:-O CANOE► FL -OR DA,-A D --- -- - - - - -- - -- - ----- ----- --- - - --- --- --- -- - --- - - -- -- -- - ----- - WI L-BE-P OVf'DE gip_ E CON RADTOR FROM- FIAT-F RM-UP N__._.--- -- -- ---- ---- --- --- -- ---RE HEST. _-TFIE_E GLNEE ASS1I ES-I1O- RESP.QKySLB..LL.L 1LE_QR IHE-_ _c_O_f REETNEIS, Q-G} P L-E-TE E-S S -a AEC k} AH-E-C-Ia- r VT-AET R S H-A L r ------ -- -- - -- - --- --- - - --_ _ _ - -- --( - -- -- 6 - - - - ----- --- ---- - -- --- FO COW- TH -RECO MENDA IONS_ ROM-T E -SOIL CONLTANT S _----- -- - - - -- - -- -- -- --- - - - -T T - - - --- - - - -- - - - - - -- -- -- - -- - - - - -- - --- -- --- --- -- --- - -R € El R - -- - -- - - - --- OR FFACC-6RDT E-W FI =� EATA� ---- -- - - - -- -----DI FERENT)--J0--ASSURE- R0P-:ER- P-IRE--C NNEC-TI0NS--TW.EEN- T.HE --- -- --- - - --- -- -- -- --- - �F - - -- - --- --- --- - --- - �- -- -VA itUM-ST T-1-ON-- ND -OF -S-I-TE- -IP-I-NG: -- --- - -- ----- ---- -- --- -- -- ----� - - - ----- ---- --- - -- ----- 7� -� -� -�-- - - --- - --� - T -=- --14. TH VACUU --STAY ON -CO RAC-T R-SHALL-B€-RESRONS-BL-E-F R-ALL- - - --- - --- -- --- ----- - --- - -- - --- = -- - - - -- - --- I I-NG- -2-FT - OUT- -I E -TH E BU-I-CD ING-WA L -- -- - - - -- -M� _ ---- - --- -- - _EG� !_ - -- --- - - --- - - - -- - - - E__ R V-r , R SITIO SLEE E HE TR NSITTON-BEEF E SHA t B 0 D D20 -----The -fo-YYo firrg�t}�a-fii t-o-f ttttt coltt-� i-e-s�► fic ovi-de se vfice t tfie 1 aciT-i- an c p�sz 8. -- - - - _ __ _ _ L' y-O f- -- r MFk €R Br S WER :- a nfio-r -- nue - -E - -. - ----- -- --`-- �/_------- ----- ---- - - -- -- ----- - --_ -_ --- lD,�_ I----- - - -- - -- - -- - ---- ------ - --- -- -- - - -- - --- -- —POWER* -- --- - --- - -- --- -- --- --- - - - --- ---- --- ---- _._ - -- - ---- ---- -- - ------ - ----- ---- - ----- ------ - -- --- - $LZ, _301 1�fyr_t e_AVp_ue----- - Sa Po- Tarr a 32 1 V •/- - S --- D C E- - ,g/ ---- - - --- - --- - - ---- - -- - _ _- - --- ---- --- =- -- - - -�3 rs��3 - �5381- ----- ----- ---- ---- -- --- i .: e --- - --.- - - - - --- - -- ST . - _ - --- - - -- - L Ql ELZ - --- - -- . _ - - - - ---- - ---- - - - `.-_T___ - -- -- TELEPHfJN€ .--- So thern- Be-r-T-T i ePFro- re-g-T T era h----- f _ /i` - ------+--- ---- -- -O r- a n cFo--- F1 o-r-i d --3 2 8E} ----- ---- -- ___ _ - - -- -- - -- I -- - - -- ----------- ---- --- --f3 5 -Z3 35Q�_ =- - 7-7 -- n-:---M -Ray--.. our ----- - - - -- '- WATER —SERVICES —AND ATE -TO - ELD- OCT D . ---- �--- --- ---- .-- ---- __-- ---- -- ..--- --- --- --- ---, --- - - - - - ---- -- - t-- --- •- X � 9- - -PiOT-JkD-I- AVER- I ItT CE-S ND IBIS- RE`� OWPI- M-TH 14 ed-& e-C a t i an i-l-& 4�- 0 ALA WIC ICE-Ir EST AT`I-� GIs T-I.4 EII 4—II�Q TA --- - --- - ---- -- - - i ----- - - - - - - - -- AS CL_ - - - -- - ---- -- ---- -- - -- - t- - - ---- -- - -- - --- ---- ---B3. W ,--b h-S-1 re i ---- ---- - - -- -- - — ~OR E-MA-1,Ns-OCURS--, -EONKET;NEk� EM-EN W'13T- BE-- -- - - - - - '- ---- -- �- --- - ry---- - --- -- -_� a fed I F- o fii2 CEQ IREI - __ - ------------ ----A t n : - M . -A : --P . -M a h e12 ----- - - - - - --- -- - --- -- - - -- - - ---- -- -- -- -t- - - . _. -- r -- -- --- --- -_- - - - -_ -_ = _l EoRc- E - _ 1 l �'- --244 25T� _ QL,FAK,G_E:. - -- — - -- --- - - - -_ - - _ Tom► 1 __� _ 1 ---- -------- ---- -- - --- ---- --- - -- _ - - -- - - -- CUAf.j2E'C _�X' - -1�?-L-I'��- - ---- -- - — ---- - rz� v�o� rr�•crs - -- - ---- _ m 14' A. PROP. LIFT STATION#,,3 EXISTING GRAVITY SEWER SEE SHT,,# 13 4 'j —T-77 - 4� 0 A 11 %�. 4,111_4�1 _Z .4 isx, wi. r77 "op s f T Too N tq ck) 4M, 'NOR"', 7. :!4AII 0) TV ...... 7-7 1. O AV i. zwt. .... .. .... co (3) m X) -P. ......... ....ry .......... ........... .......... ...... .... ;.%vow T) (p, -t.), ...... 1 70 TN*% i* PROP. 6" FORCE MAIN EXISTING GRAVITY SEWER m a) N 31 . .. . ..... ... (n r) CC) r\ 40, o loll C YJlp E's, S GO • .tJr . ..... ... ri ri X9 co r N m t,n (21 142vc. .. ........ .... . LjJ OD 01 Ir PINJ F.-:- :IF:- AV F N I, I F 5 -:. jy N au Un • X� .:.qa X, Cn 1, ---- . ....... . v ... ............ Vs. ..... ...... uj .......... 77, . ...... CD 0) _H •N -Z-t- > -X V x. Un X" I> m f.............. _J? ....... H I C --,AVENUE " - . 6 . - : * , "' . .......... ......................... ......... ...................... .......... ...... EXISTING GRAVITY SEWER SYSTEM +3- ......... S, ',NF D V M . . ........... . ... . .. ... .....w.. .. ... ..... J. ................ n,.. -N T e4liv V-E �;YP .......... . . ........ - - - ----- 41 _j L9 cowl: /1W 'jo rn to -0 ._4 4 i. LIFT STATION, NO, 3 SERVICE AREA FORCE MAIN ROUTE FOR PROJECT CONTROL ACTIVITY DATE SCALE 1"-200' DESIGNED BY: ---NAME J B M 916-7 DRAWN BY: H_ M DATE- SEPT.,1987 CHECKED BY: _.L Alf 5-7 APPROVEDB Y: REGISTRATION NO; Lj N 0-j-D—ATE ------- REVISION APPROVED JOB NO, S0602.27 -----------_-- ti \ Q A y *' 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. 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 (SIDE MotJNT�17� Two 7x 3" x 3/1 6" steel tubes ►ii th cappedV ends (galvanized)embedded in concrete . CONTROL PANEL MAIN DISCONNECT ELEC. METER 0 �1 PLAN - PRESSURE GAUGE (TYP.) AND VALVE _CHECK VALVE (SPRING TYPE) (TYP.) /00rx�\ r - PLUG VALVES °DEZ.URIK' SERiES 100 (3) 4" / COAT VALVE BOX WITH BITUMINOUS PAINT, (,INTERIOR BLACK) / / 12' A 4° PLUG VALVE + T //" '0 Lw in l2 "MIN. 1 4' FM \ \ 6 6' \ \ MECHANICAL JOINT (TYP.) "UNFSTRUT' SUPPORT O ELECTRIC METER �o Quick service disconnect ° ° _CONTROL PANEL (NOTE 4) Lightning arrester ahead of control panel Alarm bell (6" weather proof unit) (General Electrical or equal ). 0 3!�� A Au0/BLE' ALARM SILENCER aurrow -? Emergency power receptacle 3/4 hose bibb with backflo►v preventer�� SEAL -OFF o (Pliable sealant) —� G a 1 v a n i z e d riser. 4 conL . TOP ELEV. 39.0 CONCRETE BASE I Ill I" P. E • water service. :. -I 111:. • - N 3EA. 2 P.V.C. CONDUITS CONDUIT FROM _ TRANSFORMER OR MAIN SERVICE (NOTE 6) LIQUID LEVEL ELECTRICAL NOTE: ALL INFLUENT LINES SENSORS 10 HIGH WATER ALARM ELEV. 3.2.0 �2 PUMP No. 2 "ON' ELEV. .30-5 PUMP No. 1 "ON' ELEV. 30.0 ® PUMPS "OFF' ELEV. 28.5 NOTE: POSITION SENSORS OUT OF FLOW PATH OF INFLUENT SEWAGE A N D A W A Y FROM PUMP LEADS . d 2 EA. MECHANICAL JOINT GLANDS W/ RUBBER GASKET CENTERED IN J WALL PRIOR TO GROUTING SHALL HAVE WATER o' (NOTE 3) TIGHT SEALS` / 8" P.V.C. • INV. 30.15 4 �. NOT TRUE ORIENTATION SEE PLAN ASBESTOS CEMENT COLLAR ° WITH RUBBER RING SHALL BE INSTALLED WITH USE OF PVC AT WET WELL PUMP 30' ACCESS DOOR (NOTE 2) i 15" \ #6 O REBARS E.W. 6v X 4a A/ /O !N. WM. \ — / ACCESS DOOR (NOTE 2) \ ` 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 ALUMINUM FRAME AND HINGES. EL.39.0 AIR VENT W 6" BLIND FLANGE WITH 4" THREADED OTBUG SCREEN (,��4" Q"M.Ax. INSERT PLUG FOR EMERGENCY PUMP OUT. • 7. —, • CONC. TOP �• t SECTION A -A f a e SEE `" `'' � I -VALVE BOX &COVER WET WELL TOP CONST. DETAIL DETAIL BELOW ill lir Ill n c�UG! lL m //�Of'I p%PG EQUIPMENT SPECIFICATIONS 1 . Pumps (2) shall be- rLYcgt Model CP-3127 or equal ,tolatty submersible, r 2" DRAIN 6' #4 O REBARS 6' o.c. E.W. THROUGHOUT el ectri cal ly- operated sewage pumps with two 7-5 H. P . motors and impeller model 4G3 capable of operating on three phase, 230 volt, 2" FLAP GATE 4" p/�/?`G• 60 hertz power supply. Pumps shall deliver 180 GPM@ 54' TDH. Pumps Ad'ap fo`- shall be non -overloading under any condition. STAINLESS STEEL LIFTING CABLE (3/8 (1 FOR EACH PUMP) 2. Provi de and i nstal l 2 Hal 1 i day Si ngl e or equal Single Door Access Cove, Mode( A3048 2" STAINLESS STEEL PIPE GUIDE RAILS FO,,f'C�MA'/A/ (30" x 48" opening) or approved equal, complete with upper guide - brackets, chain hook, and stainles's steel cable holder. Also provide "RAh1NEK" GASKET (TYP.) padlock staple and hasp. 4" D• I . P • 3. Provide and install four (4) Flygt or equal, direct octing •f toot switches• Model P5..Q Three sensors shall be used for pump operation and a 61I.D. PREFABRICATED REINFORCED 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 r 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 311 stainless steel enclosure. This panel shall have type EQ frame circuit breakers and horizontal rotary oil -proof, three -{ 6' ANCHOR BOLTS AS SPECIFIED BY PUMP position selector switch for hand -of -automatic operation. Controllers ELEV. .5 0 I 6a04' GROUT MANUFACTURER shal 1 i ncl ude al arm 1 i ght as wel 1 as audi bl e dev-i ce, el apse time °I ° ! meters for each pump, lightning protection (3 phase), phase protection • •' •.°. •'• �� and low voltage protection. Control panels shall have auxiliary ' TA5 generator receptacle (Pyle National JRE 4100 or approved equal) ° #6 O REBARS 11' o.c. E.W PUMP & WET WELL DETAILS 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. BOTTOM AND FIIRST SECTION OF WET WELL SHALL Provide duplex GFI 120volt receptacle in panel. Shop drawi ngs requi red BE MONOLITHIC for approval All electrical work to be in strict accordance with local and national electrical codes. All co-n-trols in wet well to be low voltage ( 24 V- D.G. ) • Cabinet to be lockable with staple 4, hasp.0 5. 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. w ..; ' NON -SHRINKING GROUT 6. The Contractor shall coord'i nate with the ' ZORIO,-4 OW,6 Q LiGflr Co. for o ° - electrical service to lift station and shall meet all power company r requirements without additional compensation. ° WET WELL WALL ° 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 a water with a range of 0 - 60 feet. Gauges shall be located in the valve box. o o: 8. Lift stations shall conform to Standards and Specifications of the C! T" OF 5,4A1y-0.QO NOTE: The Contractor shall furnish dewatering equipment as 9. Grass and mulch all disturbed areas. required to install structures. - Ground water conditions may 1 0. Shop drawings s required red for pumps, piping, n - vary causing the required equipment to vary. The Contractor P 9 q p P g, valves, fittings .and shall perform field investigations to determine the necessary electrical equipment are to be submitted to the Engineer and ' C/7 equipment for each L.S. site, The cost of dewatering sheill �' O� S�'�1/FyRo for approval, prior to construction. be included in the lump sum pay items for the appropriateftwo Lift Station. 11. All influent line shall have water -tight seals. LIFT STATION12. Landscaping to match developed surroundings. DETAIL SHEET Conklin Porter and Holmes in `° ENGINEERS, INC. POST OFFICE BOX1976 p Z 500 W. FULTON STREET, — SANFORD, FLORIDA 32771 DATE TO FOR _ m TEL 305 322-6841 TEL 305 831-5717 PROJECT CONTROL ACTIVITY NAME DESIGNED BY LJC,g JDATIE — — SCALE 4.IOAI,5 .DRAWN B Y BY C'Er� - DATECHECKED '%-88 ADDED NOTE TO eaulpmetJT 4. PEP APPROVED BY ' C' � P�It/Cf1A REGISTRATION NO �`jd : 9! N 0 ,; DATE REVISION APPROVED J O B NO. ,5060..E .n i s y a *' 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. ( p l i es ,(o% d vG f 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 Z' x 3" x 3/16" steel tubes with rapped ends (galvanized)embedded in concrete . "UNI-STRUT' SUPPORT — Quick service disconnect ` Lightning arrester ahead of control panel----. (General Electrical or equal). AUDIBLE ALARM SILENCER BUTTON - z 3/4" hose bibb with backflow preventer� `o 0 Galvanized riser. I CONCRETE BASE 1 P.E. water service: CONDUIT FROM TRANSFORMER OR MAIN SERVICE (NOTE 6) 10 HIGH WATER ALARM ELEV. 55. q9 0 PUMP No. 2 "ON' ELEV. 1�% PUMP No. 1 "ON' ELEV. 3�J. ® PUMPS "OFF' ELEV. 'J/. %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 —� i 8�, 'e q . C CONTROL PANEL MAIN DISCONNEC ELEC. METER ELECTRIC METER �o J FREE SZ",4}��lt�lCa� FUlLCABNET' CONTROL PANEL (NOTE 4) Alarm bell (6" weather proof unit) NOTE: ALL INFLUENT LINES SHALL HAVE WATER, TIGHT SEALS 8" P.V.C. II 34.99 N T TRUE ORIENTATION O UE N O E O SEE PLAN ASBESTOS CEMENT COLLAR WITH RUBBER kING SHALL BE INSTALLED WITH USE OF PVC AT WET WELL ELEV. 30.0 NON -SHRINKING GROUT i • WET WELL WALL ?' lJ XJ I II. U/-II A .7 (J.(.. C.VV.. i• 1 � r PLAN PRESSURE GAUGE (TYP.) AND VALVE CHECK VALVE (SPRING TYPE) (TYP.) PLUG VALVES `DEZ.URIK' SERIES 100 (3) 4" r -COAT VALVE BOX WITH BITUMINOUS PAINT.. / � \� #6 0 REBARS (INTERIOR BLACK) / \ . I 12, A A 4' PLUG VALVE FN + --- - - - 30• I I l2"M/N. 1 ACCESS D OR 4' FM \ \ (NOTE 2) 15" 66loop \ / / 171 \ / 4 MECHANICAL JOINT (TYP.) #6 0 REBARS E.W. lXw�/o lN.at!M. ACCESS DOOR (NOTE 2) / r UPPER GUIDE RAIL BRACKET 30" X 48" X 3/8" ALUMINUM PLATE -COVER WITH PADLOCK STAPLE AND HASP, SWING HANDLE, #6 0 REBARS 9'o.c. E.W. ALUMINUM FRAME AND HINGES. EL_47,�F0 , 4" AIR'VENT W 6" BLIND FLANGE WITH 4" THREADED BUG SCREEN p� --- - • ��.._ /2"Max. INSERT PLUG FOR EMERGENCY PUMP OUT. _� • —.. 6 77777. CONC. TOP SECTION A -A --VALVE BOX & COVER WET WELL TOP CONST. DETAIL ],I M M M442 a\ s�o G 40 ArAirlo W W W 9. �lh,o� m EQUIPMENT SPECIFICATIONS TES I. Purrlps (2 ea.) Shall be Ftycgt Model CP- 31OZ or equal, tofcxUy 5ubmers%b�e, BRAIN #4 0 REBARS 6' o.c. E.W THROUGHOUT electrically operated sewage pumps wi to two 5 H.P. motors and impeller model 4-3.Z capable of operating on three phase, 230 volt, 2° FLAP GATE 41'O/��`G 60 hertz power supply. Pumps shall del i ver I80 GPM @ 40 TDH. Pumps A0/x)0 for shall be non -overloading under any condition. r STAINLESS STEEL LIFTING CABLE (3/8 ) Ii '� p`C' 2. Provide and install 2 Halliday orequal Sin le Door Access cover, Model A 3046 (1 F O R EACH PUMP) F'O.�G�MA•/N 9 2" STAINLESS STEEL PIPE GUIDE RAILS (30" x 48" op'ening) or approved equal, complete with upper guide brackets, chain hook, and stainless steel cable holder. Also provide "RAMNEK" GASKET (TYP.) padlock staple and hasp. 4" D. I . P. 3. Provi de and i nstal 1 four (4) Flygt or equol , direci car_}ing �loa� swi+ches, Type S, Model ENH-10. Three sensors shall be used for pump operation and a Yo' I.D. PREFABRICATED REINFORCED 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 , op— r 6" GALVANIZED WATER STOP equal, with NEMA 3R stainless steel enclosure. This panel shall have ANCHOR BOLTS AS SPECIFIED BY PUMP type EQ frame circuit breakers and horizontal rotary oil -proof, three position selector switch for hand -of -automatic operation. Controllers MANUFACTURER shall include alarm light as well as audible dev-ice, elapse time meters for each pump, lightning protection (3 phase), phase protection and low voltage protection. Control panels shall have auxiliary �8 ge'nerator 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. BOTTOM AND FIRST SECTION OF WET WELL SHALL Provide duplex 120 volt receptacle in panel. Shop drawings required BE MONOLITHIC for approval. All electrical work to be in strict accordance with r local Land national electrical podes. Cabinet to be lockable with 5tziple 4 hasp -Az p11MP ��T ��I f rl�T/�ILS Con ro panel cabtne ,Shall b� ree 5�andkh9, -ruL-L, Capri �s shown am Pta2n5.0 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. 5. The underside of aluminum access covers and all aluminum surfaces 1n 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 shal l coord'i nate wi th the fZOR/,oAfor 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 r 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 C17-Y O.� 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 C17-y OF Sf'�t/��^ — for approval , prior -to construction. 11. All influent line shall have vrater-tight seals.LIFT STATION NOn 2 12. Landscaping to match developed surroundings. DETAIL b *'NOTE: SEAL ELECTRICAL WIRES TO 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. (p /i at ,(oIG d UG f Seat, I 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 LIGHT7----, (sift MOIANLT>✓tp) Two 7' x 3" x 3/16" steel tubes with rapped ends (galvanized)embedded in concrete . 'UNI-STRUT' SUPPORT Quick service disconnect Lightning arrester ahead of control panel.__ (General Electrical, or equal). AUD/6LE ALARM S/LE.VCE2 E3UTTON — - Z 3/4" hose bibb with backflow preventer,. 0 Galvanized riser. CONCRETE BASE 1" P.E. water service, CONDUIT FROM TRANSFORMER OR MAIN SERVICE (NOTE 6) ELECTRICAL 1� HIGH WATER ALARM ELEV. Z2.0 (2 PUMP No. 2 'ON' ELEV. 20.0 PUMP No. 1 `ON' ELEV. 19.0 ® PUMPS "OFF' ELEV. / 70 NOTE. POSITION SENSORS OUT OF FLOW PATH OF INFLUENT SEWAGE A N D A W A Y FROM PUMP LEADS . CONTROL PANEL b MAIN DISCONNECT ELEC, METER E-/I 5T G•P.,A'jrT i SF_NErZ f r ,-lam-• ELECTRIC METER CONTROL PANEL (NOTE 4) IN, \ — j Al arm hP11 I F" wpather proof unit) NOTE: ALL INFLUENT LINE SHALL HAVE WATER, TIGHT SEALS" 8° P.V.C. INV. 20- 7 NOT TRUE ORIENTATION SEE PLAN ASBESTOS CEMENT COLLAR WITH RUBBER RING SHALL BE INSTALLED WITH USE OF.PVC AT WET WELL ACCESS DOOR (NOTE 2) UPPER GUIDE RAIL :acl e BRACKET 30" X 48" X 3/8" ALUMINUM PLATE. COVER WITH " PADLOCK STAPLE AND HASP, SWING HANDLE, #6 0 REBARS 9'o.c. E.W. ALUMINUM FRAME AND HINGES. EL,Z9.0 1� 4" AIR VENT W 6" BLIND FLANGE BUG SCREEN WITH 4" THREADED �T INSERT PLUG FOR EMERGENCY PUMP OUT. TOP ELEV. 29,0 !2"Mdx. -- : CONC. TOP SECTION A®A 6 SEE t ` -VALVE BOX & COVER WET WELL TOP CONST. DETAIL DETAIL Mi BELOW s�-o e- F0 Jr JkLri dvc�f/c. m EQUIPMENT SPEC IFICATI+Or 01 as ' LIQUID rou '. �r01-t �,vIPG - - vZZZ LEVEL "L.._ S SENSORS T 1 • Pumps �2ea.� Shall be FtYy� Modem! CP- 5121 or equal , i-otelly submexskble, 2` [)RAIN electrically. operated sewage pumps with two __L0 H.P. motors and (NOTE 3) . ' u #4 0 REBARS 6' o.c. E.W. THROUGHOUT impeller model ZZ capable of operating on three phase, 230 volt, 2• FLAP GATE !�"�/.�p.�!G. 60 hertz power supply. Pumps shall deliver -415 GPM @ 415�TDH. Pumps ACIAP-60 shall be non -overloading under any condition. STAINLESS STEEL LIFTING CABLE (3/8 ) r �,,,ny�• 1 2. Provide and install 2 Hal 1 i day or equal Single Dcor Access Covers, Model �,3048 (1 FOR EACH PUMP) Ok'C�1t4A/N - 2 2" STAINLESS STEEL PIPE GUIDE RAILS F (30 x 48 opening) or approved equal, complete with upper guide brackets, chain hook, and stainles"s steel cable holder. Also provide padlock staple and hasp. "RAMNEK" GASKET (TYP.) 3. Provi de and i nstal 1 four (4) Flygt or equal direct acting loci sw%iches, TIpe 411 D.I.P. S, Model ENH-10. Three sensors shall be used for pump operation and a 6'I.D. PREFABRICATED REINFORCED 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 4 BITUMINOUS PAINT.. 4. Provide and install Sta-Con Control Panel, Model 38L5 or shall have equal, with.NEMA 3R stainless steel enclosure. This panel PUMP r 6" GALVANIZED WATER STOP type EQ frame circuit breakers and horizontal rotary oil -proof, three - - 11 6' ANCHOR BOLTS AS SPECIFIED BY PUMP �640GROUT positron selector switch for hand -of -automatic operation. Contro ers include light as well as audible device, elapse time ELEV. 1Q 5O 14ANUFACTURER shall alarm ght meters for each pump, lightning protection (3 phase), phase protection and low Voltage protection. Control panels shall have auxiliary .. a. 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 v. #6 O REBARS o.c. F.bV 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. WI RUBBER GASKET CENTERED IN �. A �. BOTTOM AND FIRST SECTION OF WET WELL SHALL Provide duplex 120 volt receptacle in panel. Shop drawings required p WALL PRIOR GROUTING BE MONOLITHIC for approval. All electrical work to be in strict accordance with lockable hasp• At local and national electrical codes. Gdbinet to be rvith staple 4 PUMP & WET WELL DETAILS 5. The underside of al urni num access covers and all al urni 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. 6. The Contractor shall coordinate with the 6Z091 Ap01,V R tLlG�/T Co, for Ea ' •" NON -SHRINKING GROUT - ice lift electrical all power company �; a � � � requirementsewithoutoadditionalrcompensation.meet G , .i ° o4 WET WELL WALL 7. Pressure gauges shall be stainless steel with stainless steel a diaphrams and 4-1/2" diameter dial and shall be calibrated in feet of e 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 +he , D C!7"S� OF S/•/iVi�ORD 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 C/TY 64A/f0, ID for approval , prior to construction. required to install structures. Ground water conditions may vary causing the required equipment to vary. The Contractor 11. All influent 1 i ne shall have water -tight seals. LIFT STATION NO. 3 shall perform field investigations to determine the- necessary r equipment for each L.S. site. The cost of dewatering shall 12. Landscaping to match developed surroundings. be included in the lump sum pay items for the appropriate-. DETAIL Lift Station. f DRAWING NO. FEB 2 81990 b a u> V n N V V (� a Z_ Z GC CO 3 � ,. ,i � � � v. . r..:.., ,... .�.. ,. ;. .. .. .. ,.v � .,,. s.- .� � ,->. ,.� ��, .. �, . , „- :. -� ,' .. ,^ .d ------ -- J. _ v N (7 a � z z m ,3 y v ` bi IVNI76)I6 MAIN ��OE�G'S�t7 4u I?VG. v'026f-: MAIN t)fa�4UN►7'(�HoNE t� 10 W.M. ;P 2.S° fa N17 0 -Oj%VN GUT t-,4VIWI+N76TYI') 00 oAK EN GUT FAi�-,-Ivi5N7 (-rYP) G.t. 22.5° a�Nv STA. {341!�5, 20' L. Q T QSPH i WOor2 �'r✓NG�• O + O O c� M IN �LeNwAY V1 8' HV-oH 14F,, Eta I, gLT O o 12° PALM Ln CO �+ PAA - _ PIPE$ND1�JL. 20"DAK �� ova CD"CAMP. !' 15"OAK J/ In ° �-24"OAK �� IS"OaK © 20 OAK (� CAMPI-1 IS"OAK 10"GAMPHo2 �y "® ulcAMPNof? TRIP. 5" CAMP�4o C R T PI LASTEK -13 - — - - - „ 14"OAK v 15 PALM 18" CAMPHoR N � 12 "OAK 14 "DEAD � ---�4- TR1 ,� 5" 2Al N TR_E_E 5 OAK P 4-�IT12U ivcIbzuS 10" CITRUS- I "PALM 15" -AMPHOP 20"GAMPNOR 15"CAMPHOR 10"GAMPNOR� YS� IS"CAM . 24"GAMPHo2 „�¢p �p D "CA oR 12 " 12AIN TREE �0P D��q I "('--AMP H 20 " CA M PHO I'Z J MULTI Tt2UNK v\ 1 z t NOTE : ----FTATE SERVICES ANDWATER- AIN _TO- E FI LD-I; CATE ----- --- -- - - OT ALL-W +TER- ERMT-1- 9-A--A D MA- NS--A E- SH WN O _THESE =PLAN WHE E-._LE S__TH _=18" --VER ICAL_ OR _1- -MHO IZON_ AL - -- _ -- ----- -- - ,CLEA NCE BETW EN W TER-- ERVI ES-O MA-INS__AN SEW RS--0 -� 01 t+ I _ ; . r - I� 313 36 - - - - --t - -- - fi -- -- - --FORE - -- REQU MAINS OCCUR-S - CONC ETE-- NC -AS MENT SWILL BE I �• - - t-- -- - - 4f -- i f j �r-j- 4LL-- _ }- � r r - - F r - _ t 34 -, _ - -- -- - _ � t v�:.:::Yt'N t; yy.:.:n .§.t-_fit. n..v::: r..vt:: T: . .. r. .:.v:ry: r.>-.>' ..try.: :E:.: fi'- r J.., rr,-'!r: A�•r ! . t __ _ _ I __ . f f %r - n... n;••••vr :yv: - - 4.., n..x.. i -wn:xlw x-:ivml;'lri{v'ri; �.. ... ....32 ':w"r%ir•- -_.�.... ... ...... ....... ...... . .... ... ..... ..... ::• ..... n ....n• .r.... ..... .. ::n.....-wn .... .... .... x.-. -.. x:. ...... ............vn.. r. r.-. r .- ...... L i I n.•:x. n...-wn2.....•::::::::r.•...-.v:::....fn..-•:•: a... . I vv:: fntw: n.. r.. y ....2-.... ..... .... rr 1, :f ..::. ::: ..... ..:-i':: . ........:..:.i:i 4: }: y, r. .i...... i. .n.•.4.nv: ...-.vC:::: ..v:• •::: n:: n..:.yy. - Y } - ------_I ----- --'--- ---- -- -- --- -- -- — -- --- -- - - - - - -- 4u. -- _ _- - - ---- - ti[ —_-- - - - -- -} --- -- -------' TI-C�I - -r - - 'G _ -T-77 -- -- - -- - - - - --- ----- - -- - - --- - -- - -- - - - ----- - - -r - - - --- -r--- - ( - 4 - - ------- --- - -- - - - - - -- -- - --- -+ -0 - -- -- -- tr ----- - - -- - � r -- - ---- - ---- ---- — 28 } - } - - - -- - - -� ----- ---- r 4 t -------- ----- ------ - --- -- r26 rr -- - --- - - --- - - ----- -- - 24 ---- -------- ---- ---- ---- -- - .. r - t�— _ - P— ..- -—. __LE 22 , 20 T-= 1 1+00 ACTIVI TY DESIGNED BY DRAWN BY: CHECKED BY: APPROVED BY: i REGISTRATION N0 12+00 NAME 1 r' . �N;,vir---r H . M . LILEF-5 M.1,-_ C- 061(-q K1 34-TGl I DATE 9/97 .7 Q Q N 0. (D 88 2 M DATE 13+00 �M. p(I7� C(.A�IGj F�Fi2 Or- W. 60mmrNTz REVISION 14+00 1 SCALE. 1 DATE: SEPT./ J.G R JOB NO. APPROVED 5+00 16+ QQ ";30'(H) : 2 (V) 198715; S0602.27 DRAWING NO. �r FORCE MAIN ROUTE LIFT _ - FEB 2 8 I 1990 : - n: .x �,, a '` .,.• -s. . ,... .. •- ,c .. .. 4 -r I t V' 0 N N �K�. FOI�G)= MAIN GoNTiz�GTo� -I'o Go►JST1zlT I�I>r W 4�".K MAN{-IOL� OV�i? �XtST 12" �/.G. (? zANI`fA1�Y SEW>✓1zNs-FA• 17+,w 2S�LT �J� GLENWAY 0 rR 0 O O O + +' w S, 00 �' „ \ Jl�PALM— ►�tcau71KUM MUL- k +,77 4 PINE o CAMPHOR TJRIPPL,E 20"PINE �+ i9 6 GAMPHoR �. -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 CONTRACTOR. PRIOR TO CONSTRUCTION AND THE ORDERING OF MATERIALS, THE CONTRACTOR SHAL4 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 OTHERIIISE 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 EXISTING UTILITIES, THE ENGINEER AND OWNER OF THE UTILITY SHALL BE CONTACTED. 4�MATERCONTRACTOR AREASSr1DESIGNATTEDSTRUCTION EQUIPMENT ONLLY INATHOSESTORE OWNER. AN AREA WILL BE DESIGNATED BY THE CITY OF SANFORD FOR STORAGE EQUIPMENT. THE CONTRACTOR MAY USE THIS AREA TO PARK EQUIPMENT AND STOCKPILE MATERIAL. THE CONTRACTOR MAY, AFTER 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. 4PICAL DETAILS AS SHOWN ARE TO ILLUSTRATE THE ENGINEER'S INTENT AND -ARE NOT PRESENTED AS .A SOLUTION TO ALL PROBLEMS ENCOUNTERED IN THE FIELD. THE CONTRACTOR MAY ALTER THE METHOD OF CONSTRUCTION TO SUITE FIELD CONDITIONS, PROVIDING HE SUBMITS A PROPOSAL FOR THE 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. 9.+ALL PRIVATE AND PUBLIC PROPERTY AFFECTED BY THIS WORK SHALL 'BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN EXISTED BEFORE COMMENCING CONSTRUCTION WORK. 10 1 1 13. 1 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. 1.THE CONTRACTOR IS TO COORDINATE WITH THE OWNER CONCERNING VEHICULAR ACCESS ONTO AND FROM THE CONSTRUCTION AREA. 2.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. THE CONTRACTOR SHALL FOLLOW THE RECOMMENDATIONS FROM THE SOILS CONSULTANT'S REPORT. THE CONTRACTOR SHALL COORDINATE WITH OFFSITE CONTRACTOR (IF DIFFERENT) TO ASSURE PROPER PIPE CONNECTIONS BETWEEN THE VACUUM STATION AND OFFSITE PIPING. 4 .FORCE MAIN TO BE LEAKAGE AND HYDROSTATIC TESTED AT 100 PSI FOR 2 HRS. ALLOWABLE LEAKAGE PER AWWA t4 23, The following is a list of utility companies which provide service to the facility and contact people for each company: WATER & SEWER: City of Sanford 300 N. Park Avenue Sanford, Florida 32771 (305) 322-3161 Attn: Mr. Paul Moore, Utility Direttor POWER: Florida Power & Light P. O. Box 1817, 301 N. Myrtle AVenue Sanford, Florida 32771 5381 Attn: Mr. Bruce Stephenson. TELEPHONE: Sou hern Bell Telephone & Telegraph 500 N. Orange Avenue, Room337 ,CONSTRUCTION Orlando, Florida 32801 (305) 237-3507 Mr. Ray Bourg Buried Buried Cable Location: 1-800-342-1901 CAS: Florida Public Utilities Company 830 W. 6th Street Sanford, Florida 32771 (305) 322-5733 Attn: Mr. A. P. Maheu - i�V L( I�dAF� 1� __dV>c - _ _ — _ - _ - _ -- - ----- _ ----- - --- - --- - -- — - ---- -- *38 - it _ _ - -- - _ _ _ _ _ �C_t_ QNI--TQ--_ --H- -- GQ XCS-T-L�1_Cy-- E-F3 -2F-= l-{ - _1TN- - ---- -- _ V___� ATED --AND - NO WATE -MAINS TO --SER BE _: ICES - - _. -- - -- - --- E :Q L --36 1*�E D--L0 AL); WATE - - - - ---- - ----SSA - -- ----- -- --- ----- THA -SERV E-SSA- BE _REQUIRED-._ CES - NS-0 N C-URS- - - _ - - - - - �e - - _ -- ---- -- - - -----LES - - E)JE RANe --BET EEN - ATER -- - -- - - -- MA-� AN S-E-W RS-Q )+OR - 34, FBI CK EMEN -_WIL - - - - - - -- - - ::=( - --- - --- •:r:icy:::::. Y�..:�•.. :•.:.• 30 28 �� M-1—L— -- Xzz x!/ - _ - 2 16 00 17+00 18+00 Conklin 0 Porter and Holmes ENGINEERS, INC. POST OFFICE BOX 1976 500 W. FULTON STREET SANFORD, FLORIDA 32771 TEL 305 322-684� TEL 305 831-5717 ACTIVITY NAME DATE 1":30'(H) SCALE: 1 ": 2'(V) DRAWING N0. • FORCEMAIN ROUTE --- -- LIFT STATION DESIGNED BY: J. W. sWIF-r - �s-r - DRAWN BY M. L1LE� ��7 DATE: SEPT/1987 CHECKED BY: M• • GoG-�CyIh.l D g i� l , I,U�69 � J.1.6 DATE TO FOR APPROVED BY j C R,te!!'/g� �[%� D GoMM ;,`ITS J. E5 JOB N0. SO60227 PROJECT CONTROL REGISTRATION N0� 3�.-1�? l N0. DATE •., REVISION APPROVED co co STARER SERVICE & SUPPLY hi _ v ,.r a Conklin Porter and Holmes - m ENGINEERS, INC. 0POST OFFICE BOX 1976 z 500 W. FULTON STREET DATE TO FOR z SANFORD, FLORIDA 32771 TEL 305 322-6841 TEL 305 831-5717 PROJECT CONTROL g a ACTIVITY NAME DATE 1"30'{H) DESIGNED BY c`. J1 ;.,�y.�i-��5"rA t��g9 MIt�C-�RA�1� l�P1N(aJt.G. SCALE 1�' 24 DRAWN BY ': l,tL._E i C?��t12�6�I io Q°CHECKED BY: t� rpt. 6uMJ II $$ ��7. LoGa Ids DATE SEPTR/ 1987 . BY 13 . ct� h!C.". LRLEGISTRATION ��! LL 2 `�12� G�lV1rr1�r1`I C No > 't ( N O DATE REVISION ' APPROVED boa No S0602.27 I TY NAME BY C jewt5ef FDRAWN gEvISPI TO 4.G.13. SCALE 4�'; U LEA 12-$8 SPT./ 1'987 I. CHECKED BY IA. COGCO'�l TE ��DATE APPROVED BY: J . C f3;?—A Nick ElZ IkA IREGISTRATION N0: I -b,4-1 DATE REVISION APPROVED JOB N0_50602�27° 15. . ��SP1--Id Lam', • Conklin Porter and I e' ENGINEERS, INC. O POST OFFICE BOX 1976 500 W. FULTON STREET SANFORD, FLORIDA 32771 DAT E TO FOR co TEL 305 322-6841 TEL 305 831-5717 PROJECT CONTROL a S(ATILER SERVICE & SUPPLY , } ACTIVI TY NAME DATE .µ 1 30'(H) SCALE: 1 W: 2'(d) DRAWING NO. - - F w M n LIFT DESIGNED BY c" 5 .��5 ! a�.c�3'}. DRAWN BY ��, l..�t. ?14? DATE 8 E P T./ 1 987 CHECKED BY ;�l Cie Gonl APPROVED BY J ,� . G► L,, mc4k I( '; zL2 reFpp .12• j C, �? JOB NO. S060227 [REGISTRATION N0 --?>L-k`lq NO. DATE REVISION APPROVED 4 , . . , ----.. _-- --- - ---.. _ ---- --- -- - - -- - ------ -- --.. -- - - - —1 - - -- -�- - - Is a 21 2 Lo Lo N e � Z Z m 79 80 • CONJC. 51 DE:VV4 LK Gif'�r/T,B�Tit/EEit/�l.Hs Gr/ 2,�ooP. S./• CONS'. �', w^ / J CO�/.9T�PUGT .V�l�/ �•PECA�T h144✓�/OL e a1V e Yi-471'4 ; G,P,4117Y ylgi1V k SD L.F y /Z" �i!C . ✓zw .3.5 /r✓t� 2 a. 70 ,\ -- _ LNG hIZON PROP. LIFT STATIOIJ 3 Z480 WET WELL :6 VALV PIT coNTtZAcr 2 1 �•- .1 bi 81zOICEl�1 COM AF-ZOk J NOTE: CONTRACT 1, CONTRACTOR TO INSTALL VALVE PIT, PIT BREATHER, CONNECTION TO VACUUM MAIN AND SERVICE LATERALS TO A* POINT 5 FT. FROM VALVE PIT OR TO OPPOSITE' SIDE OF ALLEY EASEMENT AS SHOWN. CONTRACT 3 CONTRACTOR TO INSTALL SERVICE LATERAL FROM LOCATION STUBBED OUT BY CONTRACT 1 CONTRACTOR TO HOUSE/BUSINESS AT GENERAL LOCATION AS WELL'AS PROVIDE CLEANOUTS AT EACH BEND IN THE SERVICE LATERAL AND PROVIDE SERVICE LATERAL VENT ("GOOSENECK') AT EACH HOUSE/BUSINESS END OF FACH LATERAL. PROPOSED SERVICE LATERAL LOCATIONS AND POINT OF CONNECTION AT HOUSE .BUSINESS SHOWN / ARE BASED ON THE BEST INFORMATION AVAILIBLE TO THE ENGINEER; BUT IT IS THE CONTRACT 3 CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY EACH LATERAL LOCATION 81 82 83 SANFORD AVE. I ❑ -5-�. I -STY. � $LDGk 1?iLoGk. f_ woot� .1. I -STY ��• ��5. � �, �es• woos ��5. I I I FR . 2 -STY BAR. OPENi- n� . I ,� e7LoG4e 4 sdlz 2J 4A;Z/ IzcS • I I A�Cr�� FORT I I Ive9l j to "F'vG . U,� /8 �M• �} ,�. - -- - ----- - - ZOOL�K �. I2�� LM i ��\ 14 0W �T�r-� , I, I -STY 2 -STY} I �� I I 6t,oLK� I W I �� APT'b . J tZES. PRoPT t� PV.c. �.M M. CONTRACT 31 T ,gL_ufla SLled GONG• �.P O Vl1E LL. • NouS1N� �LOGk I -'STY (-STY 2-ST'(C3 12Eg . WOOt7 W0019 wDOC7 * �� iZ�%5 I� eS • 1 T1r GON"( ��lG'fO{2_ IAL{, INSTALL '5�1'�AIZATt5 LAT5)ZALS 6YP) E55 A\v G. NOTE: VACUUM MAIN & VALVE PITS COORDINATE WITH CONTRACT ONE CONTRACTOR FOR SPECTI �"� W � o 84 85 8�6 SANFORD AVE. I-S-r , w Don _ � I -STY I -STY '� l-S-[Y• 1312IGK i�I.oc�Ic �I,oc tZ�� • c-�AQ I I --STY• t-oLk. I I an �\ i I o i nw -- w i- 87 ,"STT �L-oC� arm +�� —_ C�i woo>7 RWv. - WOW j2, 1 »o Z' �V) . • _— - --- t . 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FULTON STREET SANFORD, FLORIDA 32771 TE 3 5 84l TE 3 5 1-5717 TEL 0 322� TEL 0 83 1 ACTIVI TY NAME DATE �7. SCALE: ' '30 (H) 1 n: 2' (�/) DRAWING NO. _ . •. OFSANFORD ®, ' ��+s ��N ■ �� CC�y�' ,,�If- 1 STATION,'N Q_ - � 2 8 1 DESIGNED BY: $ '�. F{ZIES 9�� DRAWN BY: c C>. PL L-�/E,R cih� DATE SEPT., 19 87 CHECKED BY:0 //88 fti/ CLASS P A/OT�=,S dGP✓ DATE TO FOR APPROVED BY:,• e 6tZAVCI-� 91a1 1 10/8 GENERAL REVISIONS Ji�B JOB N0. soso2.2� - P PROJECT CONTROLNO . ,.. REGISTRATION N0 34-1G I . T` DATE REVISION . APPROVED Y• j E 1 86 87 VV SANFOR-D ANE" N II - I cP P�,V�MGNT �r GuT (TYP) II D12T APlzohq. � I I 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 EA 'H HOUSE/BUSiNESS END OF EACH LATERAL. PROPOSED SERVICE LATERAL LOCATIONS AND POINT OF CONNECTION AT HOUSE/BUSINESS SHOWN ARE BASED Ott THE BEST INFORMATION AVAILIBLE TO THE ENGINEER; BUT IT IS THE CONTRACT 3 CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY EACH LATERAL LOCATION L011 `22 20 I F- W T T _Sty, $Lock WOOL? RCS • IZ�S 9-STY woov 12e5- I Goti • SNEd 1 I ocIIC�,AIC 12 oz v I -sTY I 4 5 EWElz PIP I W00t'2 JZES.� I-s-rY Woob I �.� IZES . 2-sTY. � I -sTY• Wood W OD t7 r�E5- IZE,b • �M CYPRESS AN E . I -STY wooer � 1 I I _.. / I -STY• W DO t7 PIE✓ 9 -STY W 0 0 V IZ�S• 90 91 92 93 SA N FOt2.p AVE. LEGEND "--w-- Existing Water Line ° [W] Existing Water Meter r Existing Water Valve I -STY• Existing Fire Hydrant 'Z -STY � � _ 2 sTY• COMM C7 Existing Well Wool? � �! t5m1cv- WDor = Existing Combined Sewer Line Existing Tank Vent DEtisE WOOI)S Exi s t i ng Manhole' W O Existing Cleanout W W Q 1 0 Existing Power Pole (Wood) �--- -----� W J I W Q Existing Power Pole ( Conc) r I N 4 I5'`ivvlr.! On,IC "paK c�.� 30 uIclCOrzY E---•— Existing Guy Wi re 1A"" I8"h,�ME`FTO PORT ( 0g"Pol_METTO ( 0 Existing Light Post I_Do�I-STY•. / I IZ' PA-LNIETTOI ( I .moo - / ® Ex.i sti ng Transformer wt2 W o o i7 J CQNG. \ 1 I I�I�:'` '`'':; _ ❑ Existing Telephone, Box j 5 ` 14 12�W (Ty) CoMM - .. I ;;; - ...... .... ---�t' 0 Existing Meter • �-L � W ® Exing sti Gas Meter — — — — — — -- - on _ -- — N----- Existing Fence — — — — -•—� ....*. .:..::. _ _ ✓ 0 Existing Concrete Monument a ( ! I . — f — Existing Sign r IZIf LMETT"� I I� W 4„wY� // C0KjC,-APrzo ■ Existing .Wood Posts 1 1-7 T0 I I I • Existing Metal Post )AAAA, t DIeT,�.P2 I DI A I P12oP. (0 P.v.0 r; M. -M) ,Pig I All �- Proposed Plug Valve 2T P20N CONTrZACT i � I \ I I I �---- Proposed Vacuum Main I 1-STY W 00D I I Vvoo� I 5keoe I _F UWV-_TzEE I Proposed "V �, 3 Air Vac Valve „ Pit (54 Sump) }'Z•E`b . �� Proposed 3" Air Vac Valve Pit (30" Sump) ® Concrete Encased Vacuum Main r 2-sTY• I - STY' (-STY. 2 -STY• I 52U5I 4 0 Access Point 2' Proposed (SDR-21) Buffer Tank w/3 �� Air Vac Valve sT wooer Vvooe woo Woov E I —STY �E5 I?�S • I?i✓`� . IZ•ES • I I-sTY • Property line per tax maps U�! oDt7 Izi✓ 5. � P �� CYPRESS �` v , �• NOTE: VACUUM MAIN & VALVE PITS SHOWN FOR COORDINATE INFORMATION ONLY 1'� e 3 01 (H) r WITH CONTRACT ONE CONTRACTOR FOR SPECIFIC LO::ATION & POTENTIAL CONFLICTS 1 �• 2' (V) _ _ - — - — IV _77 -- -- - — --- — — -- - _— _ r � t « — r I- .30 l 2 ND- ATER-MAIN _- TO -- FI liff_bCATE -- C - --- o- b N ) 4�E ]�E E- S T� N-18V- '-E ICAL -0_R-S _ CAR--1 HOIRIZON -- AL - -- -- - — ElY ER- EKVT ES -_- --- - - -- - -- -- — - — --- 4E¢U ---- — - 26 RED _ _ — -- - - - - -- --' - ---- --- -- - — _-_ t - 4 2 2 •F.:: j%:f is S:: . _ x ,T,7-WAT FICA _ �-- . ::::... ... ............r: ........ •. L:ii?-: is :. ' . ...�:: r::n�, v:::fr;Y.ii::fi:�:" ... .•rrF.}?ri??^,?.: ... ' •: rr:ri: n _—_ __— -- ;.?r.?•: ?' F .... 1 p r ..::? :/??: •ry:..J:; .r.• •iiiti^: •iiii �i :?i:•}}:: �.W �r: i::?:ryi.:: .� •�• . ...... .: r:.. - ....::::r .. •.� :r•::.;�nF.w :ryv:: r. n: v.n: •: . iiv.:..: ... 1 S2 ti, 22 EN Im W ru opeN T"tP) pavEM�NT W��" I0 l I CYPRESS 9 AVE. Conklin Porter and Holmes ENGINEERS, INC. - O POST OFFICE BOX 1976 500 W. FULTON STREET SANFORD, FLORIDA 32771 r r L t C` C t /9 r I l �� 1- 11 � 30 3 ., 7 r .'. .. ..:...: -„ .: .5..-,x ..--4 wd_.s...�,aG #.c'x.•tia:{'e..0 x.a#.,aF'cC.,n:RrL?w�sv,.w:5.i".we�x-,,..c..x.-'>_ic..,�:.v£:5:�:...%i:Y'aSie'..�"it.,e`lYs:ay.':.Ja`iis.'Y"'a+`�.+ee'.�"w+� i 95 A 96 DAT E TO FOR PROJECT C CONTROL 0 0 L zZ . i 97 96 99 100 _ �► DR S � E)"e- -r CvCQ LEGEND J NI F D Av E. • � w Existing Water Line i I� © Existing Water Meter Existing Water Valve Existing Fire Hydrant gLK • METAL. a Exi sti ng Well CIO MM . Exi sti ng Combined Sewer Line CAS f 1-••!L� L_T (jj ® Existing Tank Vent �I fyT Df VO CL}T 1® Ex g Manhole 3rzLtsl _I II �C�YP) µIQ II Existing C1 eanout L� 0 Exi sti ng Power Pole (Wood) Fol i I la 0 Exi sti ng Power Pole (Conc ) Co1.1G. aizt'ss I I�, i E--- Exi sti ng Guy .Wire SIOEW4LIG W�Eps 3 I ' 9 0 Existing Li9 ht Post 14't2/W (TyF.) I ® Existing Transformer %� .• ._ .. -- ❑ .Existing. Telephone Box Existing Meter pop w © Existing Gas Meter I---A x Existing fence 1�PrL� 2 15TIf. !� I wOop ' o Existing Concrete Monument PALMETTO o II Existing ,Sign CoKjC AP{z0►-j P20P. Lo" P.v.c. -- F.M. I I GoNT2AGT SL I I Ip ■ Existing Wood Posts I I �I • Existing Metal Post • I h S� EWAI_K II Proposed Pl ug Va 1 ve FooD e->IAt4T ) I� Proposed Vacuum Main l ST-Y $LK. coMM M. 'aSPW.,�N'L�i2 / I (vl Proposed 3 Air Vac Valve Pit (54" Sump ) C3u2.NEo ovT s roposed 3" Air Vac Valve Pit 30" I ( Sump) C Concrete Encased Vacuum Main LATI:t2At- NOT LOCATF-P rF9 CITY _ — — -� _ Access Point (SDR-21) aF �NFO�Zi> - 'Z sTY Proposed Buffer Tank w/3" Air Vac Valve Vk100C:> K•ESID. • Property line per tax maps NOTE: CONTRACT t CONTRACTOR TO INSTALL VALVE PIT, PIT BREATHER, CONNECTION TO VACUUM MAIN AND SERVICE LATERALS TO 'A POINT 5 FT. FROM VALVE PIT OR TO OPPOSITE SIDE OF ALLFY FASFMFNT AS sHnM! X mom MM mom ra ACTI V I TY NAME DATE 1 �'. 3 0' (H) DESIGNED BY: 0• M215 oi18� SCALE 1 n_ 2, (V) DRAWN BY: 4 M. L. 111.55 --a elA-ig � .9L/6,V1We1V;r CHECKED BY: 2� 0/88 GENERAL REVISIONS JCB DATE: SEPT.31 987 APPROVED BY: J e. fJ J2A Ne H Cj1g7 F{$.�88 (ZED ISED PEY- DER Cvfrl NE-0S , . C RE I RAT G ST ION N0� 54 a! 7 l N 0. AT DATE R V I I N E S 0 APPROVED 0 ED .JOB N0. S0602.27 DRAWING N0. Cliff( OF SANFORD 22'' 1F MQ PLAN & PROFILE LIFT I N. N o r li" 15" 4"& 6" 81, 8. 8 3" 30" 30" 36" 9. 14" 20" a 9 lo" 9. 3" 36" 33" 48" 1 0. 18" 25" 1 o" loll 12" 12" 3" 48" 36" 54" 12" 20" 30" 12" ill' 15" 12" 3" 54" 42 57" 14" 28 40" 16" 15" 20" 16" 4" 62" 48" 78' rz cp�i Cow. VALLEY —— - — _ CURB iA1TfER 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 v THE DRAWINGS, HAVE BEEN DETERMINED FROM PLANS FOR THE EXISTING FACILITIES'AND ARE GIVEN FOR THE CONVENIENCE OF THE CIS. CONTRACTOR. PRIOR TO CONSTRUCTION AND THE ORDERING OF ��- MATERIALS, THE CONTRACTOR SHALL ADDITIONALLY REVIEW EXISTING c. u u AS -BUILT DRAWINGS AND SHALL FIELD VERIFY OR DETERMINE THE WALK LOCATIONS OF ALL EXISTING UTILITIES WHICH ARE LOCATED IN THE GRAM 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. r 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 EXISTING UTILITIES, THE _ ENGINEER AND OWNER OF THE UTILITY SHALL BE CONTACTED. 4. THE CONTRACTOR SHALT STORE CONSTRUCTION EQUIPMENT AND MATERIALS ONLY IN THOSE AREAS DESIGNATED BY THE OWNER. AN 1 Gr r�l r � Gm/er TO AREA WILL BE DESIGNATED BY THE CITY OF SANFORD FOR STORAGEAREA ��-�� M I EQUIPMENT THE CONTRACTOR MAY USE THIS AREA TO PARK OBSCUMBY TREE G'OGLECT/o/V J�Y.STEM �� , � �.rr �r� EQUIPMENT AND STOCKPILE MATERIAL. THE CONTRACTOR MAY, AFTER- �S',�'E' C®iLIT.E�AC7'/� APPROVAL BY THE OWNER, USE OTHER APPROVED AREAS FOR STORING 2)�LrL_ H' A� �r `t Ij�IG 'c>5 %` -ra M.4/N i) EQUIPMENT AND MATERIAL. -T o r � »_- i� P W/ 211 c,r'� � � ,. 5. WHERE PROPERTY MARKERS, SECTION CORNERS, SURVEY MARKS, SUCH r AS STONES, PIPES OR OTHER MONUMENTS ARE ENCOUNTERED, THE I �� Ic� G . VAU�,C=-H ENGINEER AND OWNER ARE TO BE NOTIFIED BEFORE THEY ARE 20 3� �N �rl �/Uh�I J J��' I wI �� MOVED. THE MARKER SHALL BE PROTECTED AND PRESERVED UNTIL 4 � Y THE ENGINEER AND OWNER, AUTHORIZED SURVEYOR OR AGENT HAS rNI �L �w �-�{ {, I� WITNESSED OR REFERENCED THEIR LOCATIONS. THE MARKERS SHALL BE I I \ �'�`�-�r� � �--� �I•� �1�`•• EXPENSE. BY AN APPROVED SURVEYOR AT THE CONTRACTOR'S ® ,. � ) 6. TYPICAL DETAILS AS SHOWN ARE TO ILLU � le �,�ALL F- STRATE THE ENGINEER'S c-t-�,<< mot/ -(� f '(" I r'o V M rT 4arI, Y, 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 VG CUR% Bpi OF � RB ON P_ ALTERNATE CONDITIONS, PROVIDING HE SUBMITS A PROPOSAL FOR THE 4:1 "� TMETHOD IN THEENGINEER SPECIFICA�IONSPROVAL AND USES MATERIALS ASDESIGNATED � � r 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. r--C(6) t''%'GUcA,�P, L 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 o 1..1-t- "Gt2IZ 21 PV•6• WAIN E lvp. ' 41I61ATE VAI V5 — ---- �22) �`r , I �'� s �L�. M �OND 3 LINE -j'�0 € ' W/�RL-VE F3o 0 / I pju� fj'I SERVICE LINES. �13ov WOvNt2 FOF-:LsT 9. ALL PRIVATE AND PUBLIC PROPERTY AFFECTED BY THIS WORK SHALL A, i2�A W o> F 2 P:*W l I- l �. N i -�a '/ f t BEFOREBE TORED TO A CCOMMENCCINGCONDITION CONSTRUCTIONAL TO WORK OR BETTER THAN EXISTED Q E,X€STING Y IST'iY wit �^y. � \ , x 10. SEE MECHANICAL, ELECTRICAL, AND PIPING DRAWINGS AND FIN. FLOOREL 211a � r ASPHA T EQUIPMENT MANUFACTURER'S SHOP DRAWINGS FOR LOCATION OF I' �', -4, b/\�� GLr'1 EXISTING PARKING SLEEVES, HOLES, OPENINGS, RECESSES IN SLABS AND WALLS, ASPHALT AREA � � 2 ANCHOR BOLTS, ETC.: COORDINATE LOCATIONS AS REQUIRED. �u-11HIGK wl(o,cloxcowwF �►(+ ...::::: y ) AREA G 11 ING PARKIN t � + 22.0 TY I THE CONTRACTOR IS TO COORDINATE WITH THE OWNER CONCERN `.r AREA. [ LAR AC CESS ONTO AND FROM THE CONSTRUCTION i Y NICU u E • E i 3 � W L � � s A I 21 9 <o p 0 AY BEEN 12. SO IL BORINGS AND ENGINE ERING FOR THIS SI TE HE 6. INC., 0 RLANDO,FLORIDA, F ANDPROVIDED BY JAMM L �& ASSOCIATES, I I CONTRACTOR FROM THAT FIRM UPON # .. WILL BE PROVIDED TO THE T D 7Co E N � c N-r I 1 T LI �' 0 o A,C o � 2 M 2 R NO RE SPONSIBILITY PONSIBILIT Y FO THE RE QUEST. UE ST THE ENGINEER ASSUMES UM SE'IUE� TO GbGGEG'T/OAV �U/r7 SE'lUEi2 ' TO �'cJGGE EM - 10,4/4-/ , TOP OF SLAB EL 2.4 D�t•1 METAL - - V POWER POLEc- W —VACUUM SE'Lc/E�2 C//VE' ra G'OGG EC'T-/O/V S>'ST�M - MA/.V .4 TO SYSTE/ l - MA/A/ 5 �V.4CUUM SE'K1E'� G//UE' TO Coe_C_eC7*/0A.1 SYSTEM-MA/N 6 irter and Holmes ENGINEERS, INC. POST OFFICE BOX 1976 500 W. FULTON STREET SANFORD, FLORIDA 32771 TEL 305 322-6841 TEL 305 831-5717 PROPOSED O F w U I L DIN ti CORRECTNESS, COMPLETENESS OR ACCURACY. Tt04ONTRALTOR SNALL 3 4:: FOLLOW THE RECOMMENDATIONS FROM THE SOILS CONSULTANT'S EQUIPMENT 4�F,20/►7 REPORT. ' BUILDING G'U'el9 G /NE 13. THE CONTRACTOR SHALL COORDINATE WITH OFFSITE CONTRACTOR (IF -E' I I �I�� h��E/ �_g -� �UL� Cd — -' �� I E + DIFFERENT) TO ASSURE PROPER PIPE CONNECTIONS BETWEEN THE VACUUM STATION AND OFFSITE PIPING. G caAlT�R.Qcro,2 /5 To 14. THE VACUUM STATION CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PIPING TO 2 FT. OUTSIDE THE BUILDING WALL OR TO THE 232Jc TRANSITION SLEEVE. (THE TRANSITION SLEEVE SHALL BE PROVIDED TYP I( AND INSTALLED BY THE PIPING CONTRACTOR. ' a � € la"cLAY The following is a list of utility companies which provide � /l/DTE : SSE SwEei ---EXIST. and contact people for each company: STORM LINE 1 service t0 the facility p p jMut �O,e F0,2CE �'!Ol/11 PROF/G� . WATER & SEWER: City of Sanford Z' OPEN CUT �`RfSTO�C'E 300 N. Park Avenue Sanford, Florida 32771 } j A&RICfC S•TiQEET. ,$EE (3 0 5) 3 2 2 - 31 61 / I �(MoTF /6, Attn: Mr. Paul Moore, Utility Director V. POWER: Florida Power & Light PO ED J/ < I s P 0 8 ,e A' � EXISTING POWER O1 M rtle AVenu e v P 0 Box 1817 3 N. y I T VALLEY of SEE N xI'�i A Fo.2C'E' MA/AV DR/8 GUI Sanford, Florida 32771 I�HVI' L r {TYPICAL)— I / I -EXIST. SANI TARY SEWER LINE 305 322-5361 ��OV/OTO SANFORD WWTP Attn: Mr. Bruc e St ephenson PO WER POLE ----- -- --- .�--..•..--�— _ �-� TELEPHONE. Southern Bell Telephone & Telegraph ® ..... - _ Room 337 o \ 500 N Orange Avenue, FM• F.M• F'M 20 Orlando, Florida 32801 ® > N - rr R Bourg Buried Cable 1-800-342-1901 t F , m {DIRT DRIVE) FL,14.73 STORM OUTFLOW Q � `� GAS: Florida Public Utilities Company r tF W w w � w TO LaKE- Sanford, Florida nnfoW. 6th t32771 6A TO ffXTE/VO (305) 322-5733 \� �0�2CE M.4//L/ �" /M-O Attn: Mr. A. P. Maheu EXISTING WATER MAIN BRICK APRON EX/57"'/A/4.-S M,4A/NO6E. — ------EXIST, 18" COMBINED STORM /SANITARY SEWER LINE EXISTING EXIST. 12"CLAY ��E Sy�,E%' 8• EXISTING EXISTING BRICK 2 STY. STORM LINE BLDG.CONC. BLAB CONC. BLK. I STY, comm. GARAGE CONC, BLX. BLDG. If �,� rAPP/NL/ SADOGE / %2 TAPP/NC7 SAPDL E PA.2K/�l/G LOT 1:34l/E",I57A/ 7_ A10 TE •' PRC)A ,E ELE I/,4T/OA./ • " FAO T T yF'E 3 A5,rW,4 L T/C COAICRETE SURFACE CDU,PS,E' ' TO 96 % A 45f/TO T 1S0> __- _ --. __- _._ --.. __ _- ____-- _ ___ ..____ /O 5TAB/L /ZEO 5'U/3 F�ASE FC3V 75 PS/ rC0N1P.4C T TO .98 %b SITE PLAN A'AS//TO T /80) AND c LANDSCAPING -- DAT E TO FOR PROJECT CONTROL ACTIVITY NAME DATE SCALE- DESIGNED BY: L/ B M 9187 DRAWN BY: J� P.5 9/87 ® 3/�J iJIZAIN�(a�/�uEL sTa a� , G DATE SEPT., 1987 CHECKED BY. NJ,LC 9187 (oIB� LA.NI7SGAplt��, �E� 12E`/ J G� , APPROVED BY �/C. C3�2A/t/l~t/ 2 gS em ,'Gtz" JOB NO. SO6O2.27 REGISTRATION NO: ,3,¢7yJ N0. DATE REVISION APPROVED r r r r r r r rA r r - ,,..: �.. _ �u.�r:.w � a - •... r �.L,.::t � -^��s-_err--+.;" - -_ - >.. _. — " ��'i "�Si'.Y�v Y6i.i a... _ �P .L ",47 �y' � ..`-" + y V ♦� ' a �' ,} .-: "pit She .•=7 �.;anrxx'�'�'�-. _�rsr :a .��.�ffi�t�.a�.--''v°.-�'3�" sw. s;�.a:v..w�.� • W/�,Lt� ON AL1.. SII��S PEA SOUTH ELEVATION pETAI�s aN 5�r✓�Y.. EAST ELEVATION SCALE: 1/4 = I - 0" SCALE I /4"= I'- 0 v Q Cj iaviTy vG:PlTL-4n-CCDR \/ACUU �C-r�Jr�l.a.-roR u�,-Tro� � 2 5-�A. �— f� vvgEF?- • v ErJ r� L.a.T-o R tAouKs. ; - r- DoLa.�I S Po cl -r- ACTI'V I TY NAME DATE DESIGNED BY: R.D. WHITE 7-8 h 1/69 Misc GIB rJclES SCALE°AS SHOWN CQGAR-M. " DRAWN BY: HAMILTON 7 -8 ; J. CHECKED BY, DATE 1 AUG. 1987 2 BS PF 2 f� tr • Q . Gor-t ri � r\t TS APPROVED BY: REGISTRATION NO: `' NO. DATE REVISION APPROVED JOB N0. S0602.27 M R FA ---- �- A4ZUE nn.o tZTGR, j- A PUM►P `�J `� TER �E O VACUu,w l�uMp`#1 �n�tAQ� p ��w7�zoG r�[o.tv�E pLA'�E 'GtFZGcJ�R c-�-iQ�.T RE'coRDER tilaM� t�®-r �• - �1--1�R tv1 ��1c. <v. tza M R FA ---- �- A4ZUE nn.o tZTGR, j- A PUM►P `�J `� TER �E O VACUu,w l�uMp`#1 �n�tAQ� p ��w7�zoG r�[o.tv�E pLA'�E 'GtFZGcJ�R c-�-iQ�.T RE'coRDER tilaM� t�®-r �• - �1--1�R tv1 ��1c. <v. tza VACUu,w l�uMp`#1 �n�tAQ� p ��w7�zoG r�[o.tv�E pLA'�E 'GtFZGcJ�R c-�-iQ�.T RE'coRDER tilaM� t�®-r �• - �1--1�R tv1 ��1c. <v. tza TRANSFORMER SCHEDULE DESIG. KV PHAS VOLTS P`RI. VOLTS SEC. REMARKS `T 1 •q '3 coo 12c� 2oQ, TZ ` lvo 12o ZOg IA-2 120V. FIXTURE SCHEDULE TYPE, MANUFACTURER CATALOG NUMBER SIZE LAMPS NUMBER AND MOUNT REMARKS O Qr �'E � E4LIA.L�t -2 25 R- 41 62 2-P4oTJz IJk1 p�,,1da �.1 r PEf�ECI-ITl-' aRauo v -5 1-1001~JIF k1,b.LL (ai MLLETZ LIT L--Z 52-4 2448Ti2.JW-1-I0 PEt-IJAQ d H.O.A. C I NEMA ENCL. _ F` I � ATS I e,.;ELE,C RIC HEATER SCHEDULE - T-STAY ,, ME - - - _ -- I I TYPE MANUFACTURER CATALO® NUMBER KW VOLTS PHASE REMARKS I VENT FAN I - 6. N rA oSG oR AL Fu O-S,40- SUN-c75-1 <}C� 3 i JMTf�.BRACKE-fS i'STAT DAMPER - �.------------.---- -1--EGT621C{-i T .S -TAt-�og 4to0I/bLT '�-'�izss�(f1o11F.I�T L_�1 C-20 AMP CONTACTOR LIrIL7�RyRbl ItIi7 --- EXTERNAL WIRING ST]=1✓L-ppI�EL JEL TA1aTec 3 � VENT FAN / DAMPER Q CONTROL DIAGRAM �► To c- E$2,L.-ram z!! Li Eta /81P,0 • p� 1 Rr�l Et QAl.15F�-t, 1 r2.5 At3c5v� rMTiD..dBoY� IA PANEL SCHEDULE I S /_? VOLT —PHASE , 4 ' WIRE log-L_AMP. i�M.C.B. "E M.L.O. SURF. ❑ FLUSH. e ❑ POWER PANEL SLIGHTING PANEL NOTE!: ALL BRKRS. TO BE 20A.-1 POLE WITH # 12 WIRE UNLESS NOTED OTHERWISE. REMARKS: TOTA{{LQLOAD lr 1 NO. BRKR. PURPOSE COND. &WIRE DESIG. KVA AD 1 Lr b 2 3p 4,d.1� 5 - 6 Use-gLo✓ sPA�.e�aIJLY. : 9 10 11 12 r�l PANEL SCHEDULE qua / 2.Q6_VOL , 3 PHASE , -!!�— WIR E 6�n AMP 9 M.G.B. ❑ M.L.O. O SURF. :O FLUSH El POWER PANEL SLIGHTING PANEL NOTE!: ALL BRKRS. TO BE 20A.- 1 POLE WITH 412 WIRE UNLESS NOTED OTHERWISE. REMARKS: TOTAL. LOAD CIRC. NO. PURPOSE COND.BRKR. &WIRE DESIG. KVA LOAD 1 LTA O.Co 2, C�AT1 Ct-1AP�>=RKII I.5 3 A l.l&gtll BELL i . o 4 5 6 7 8 9 �aL o�1L 10 11 12 ' �,� �u �='° �. N ' cn �. V V C9 Z Z P � �' !Y) - _ _ _ _ O. I I I . 1. " I I � I . I 1 C) 11 I .1I! . a - ..-_ ..... 'w W Q• . .- (I K _� '� f . t 00 ; •. I i i •� mil, • t. I - i ! C _ -� r�q� _ _ -..� C ii CS 11, \�r 4 1 f E ��_.�, .1, 'a 't] i Q t .1 )• NI W N . _. \' 1 } . I 3 CS7 Ut j1; U1 (V I II C� ( (jo- i C71 i fi, Y t�i I �--.- +1 � I � ` T 1 CS i ', ; p ,-" -tU ' - i : +. . 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FRENCH i 1. t' A w f.1. . t 3>�a p , F 4Q.S + - 4k, U pap ',i �� _. r T� . ?Eli / ��--� O j '- , C)J QcT E 'Jt E .r, C t>i• :(.: , 'H y' • D ; • � n i*'' . a -% 3 y d1 N� . , +r-.. ,f:+. •Sl .<\:--i��,�- -1r .u�� ` 'r .,. i-,---_%-�N-;-,";'."..•--„' jP'p ,•, ..._� ,,J• `j7 �t� • .J:, mot.' • �� •.. c�, t` , 1 .. /y. awJi tiS t y� +. �. 7 v,<.g nY.�. ; r ,� i i" !1 I t. 6'•• O p S oa iv� �;` o) c+ :x3J _ fi-,: --' LAUREL AVE.r • ? _ ,/ 2s fi 1 ,.,. �....'1.`iif %t��j `:• ' c,t i �. 4' .c TC'a V _.y CD O /U ., r ,i+CtOQ ) !;tr t'a~ .t. •�•,3 :n14� J .�l . h •- •-vim -0 ----- '�'�._� ,C�j �...�....._.,..:.::: '3IT , V':' •�i. '.}I .' 1 ,rr!` •.,..,• .• ,,: -_ __ rN.N E ilN _ ,y, x Ic I� i A :y 1 V -- , _ ..._ • - Y , t , k .; -a.n • >st <.' �. r:• .. -I. --J I it , C 7 - r �_ �L•AV.P 1. I E i. I - �� l 1 1 __. ... .. .._ ..._ _ . _ 1... • .� I . -.; v .1. ... a' r.>+ ( .e.. Wt +i f a •• I i I i ` i ! (', ...._. y_. _.. •. �t' .,• _ , . �y C } i' . , ::'.',• . •,•� , Via! �•:' �- Cr i�tiY '' % L 1' I j h `) i. J . ( i ri ti• �••... .•-•.. T + - _._ _. ,o ,'r'd,Y•: n - ,1 -Gv '.: .. r -�) - . � ` ' .. ' „ y.. n xx Ii "t ,+ --- - t`J ys''a-�- '•-,.- v�.. ,, za^T) .... ?JfN y r ."ram., i II{( ` � f i >-\ • t/• C. . �,' �;, �,S? - i "I - -_;;a,.: 'J _'� ,5 b; g:, __ +' .11 i w f I ' yi : j E j \\. \I x ^V +, ! � .'+, �S `'4�. ,/9 t ;,• !'. + .. "Q Y1�a t ..,__--- ____,--.____.---_____.I-__.,---- -i ----a__ ____.'__t_'^-_-__ __•-. -•-. . + _ _ r .. 7 1, `.�41,07 \ i „..... ...... \� . . ..... ..,.. - _._ .. ,. _ - k . • . . .... ... r 1. , , ; -d <. .E IVS .. r` J J :.J,r lI , 0 ram' . 1 _� , _._ _, - r ,: t ,L REL -VE 1 I � r �w --i .. ELM AVE. ; I �, -a i e-._ r- ',i,:. t r '" � j • ' j, , }-t i _ (X , j t 1 A'• r }i _ E <`'., - ,• . i �E �1 - - a t .f .^` •7. ••U, 'i Vl ��, .. ..j i �f: .: •.11 �i 1__ 1. I. . i. f. *✓I... f.... E... f.�,.... .€.. �_'x-Yi . 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Gt, I i �' E ,i G3 U \ �>�iwt:OAK': 1f E/. t �� • .................... ..... .....+,•r.,.......,.�c'�'+ ♦�F •.v•rI`z. ..• • I i.,.J ,at 4.,,t �_. -..1 ..AC`1. -t- f'• (//1 ..•...... •..• •... , • •• PON 'b C /�/�i�. .ropf •ill io } E :i. r .. ,s I 1 ........ ..........,. ... ...'. f ��..rrenr�r , Z � _ .0 }I : : . ±N 4-0 � r �• t. t i � � i .:�.. I': '= f 4j � •a' w 'G j 3 o t " • ,.,-, t -� , I , y. /�� .. Ci I ++ t.; �.r( 'f_ 00 t W I ::: • '. � _ •t , ( , A ,�,/ r • YA (� 1 i , a- e-„r3 *q) Y Y , j,,,. • , y: E I +�• je;- +� U L- - ' } t J n ! r r r T Y ::• :•�•- r-- t t 41L.,' ' -;: ) - .�......,. ._..,,..,�... i ; s�,., •.i I '" :I. `-...�Q ` , -,i �/} / .,:ww`-- '.,�ej 1 .+.,• 2 4./ PARK AVE. _ t 4 t : � '_. •,• .. ••' ., / • .. )h .Y t • {jy•-.. { JJ r :•: �. t r ,. ,1. : . .. .. .:. .a..... ... t1j�,:• RYA 4, r _ 't"!�'•'•'• t•i:y'. : I 'u'...,+aL• •IX- t,. — . .I. y, ...... .,�,, / .....:. .... a ................•.:... .. ,, •:\� � •tar+ s C b9 :. . t . . . % • . .. ... .. •rr.... .. .•.:... q-t :\ v �, .,I ' SN `ti r ,i`\'F. �,' / cw 1 E , ... a ..............t. . .4....:....... ....... . , . ..a . ,.. € . A 'n. r \3' . l°).Z ^- •\ , v'(. ",r;' ! d t ... .•.. ,,•• . ., psi •. , , , , I / 1 8� Y.: .\� - i� )l'.) - C7 E J ter. .-- �_..ac__ ,• y-__-._�--- . N • ..... , .... , :.I,:• , •. i • . ! -- ^,'••l r /'-;,X4,:&x i4 P4•f 1. .- .,� -. ,-- - - .ae,.ac—.,-x,aa »,4t ,('f •• rs, 11 ,. •.,.... ..,,.• , • , •., • •• . •• • .:•• •� i •.• i7 7"l + 1'`"i"' ^'t, , !,' i.t 3 "A (( t �, :r.J' ., ! ��--,-----T «.,--?, -. �r .�^v<"., .,...� .�.qr:.....-..s-.1,.»,=.-.- ter- ra �Y~-. i g it r• a ^', -. ::: - _ __� - .v.41L mac U �.,ini tJE / _�4' , i,J A� 7"E P}Q�VE P F A R d ' - •li _ _- - -- - ---- --- NOLIA AVE. _ — _W.w_� W — _ , M A,G �C :� ��` m `� `� EXISTING GRAVITY SEWER ROP. LIFT STATION# 1 I ..Y..•„ ; re s , ,, ,� �., , ,Y SEE SHT.# 1 c. I. i .,•.r 1 /l,q,. ,.., ... 'i. 41 .,'•r . •.. ..� ✓•7wd•�•-r,:•`,� *'''•. t- 1 �1 .......... . .. .r! ...... . , • r' .� { •..., .. .• R,. • .•. i •,• ::•...::::. .. iAVE. .....A ................•.• .• •,:.fir.#..,'. y h, - AV Jt�' * c .. .. `. c r. MAGNOLIA, ,ry�}y1}, y �♦ EXISTING GRAV1°Y; SEWER • . ;.�• I t ; .,, ;.' +,.s'�' ! r �J.t ./'�Fjr+ l f F'.Y� `fr f r #� ' '�'..r t-•-" J :+ 4 •. � ` ' l' `` �,r'/ rfr ,•• Sr +iiiF ;;t/ r �'�v+. � J ,!� c.` / `' � ,r. ', r', ,., �,-'r,1• ;; ._._. �M.... ..+ M E T T O AVE.' �. ..y .r P t I; •. ... ....::. �' ,rl..+,....4.,•... ,:`.,•.. ;r v ✓. ' ' ..�. q;,'`"' rrI'll. PROP.. 4 FORCE MAIN PROP. 4" PVC FORCE MAIN t Y �, t,,.. 1 J,•• .. •` ........ ,; I It]' SEE SHEET •+ 1 5 & 1 r• { • - �( i 1 •� f i,` ` �,.. _ _..�.,_ " a ,, I SEE 1 18 & 19 C` SHT• ? 4 1 6 I. c (, +, ,Y i u��I, r �'" PALMETTO �. AVE, i ' , r.• I c N ry � ... <� J i�+ , r i i � i ! a ' i, �° . t ; CNIi ��-., f - _- -'- -_.144 - --- - �- to - .j' ----.___...--. ---- -.--1..__----.__-_.._.-..._---.,-...-.._,.-,. I.- .._..-_._._...._..-_._ ._,___..._. _,, ......_._.._._-. ,...;., f___........ SANF AV I. I I I i i ;'11 I I ;,' t t I 1 ✓.•:I !•JSGl3� •ll.i Y.Ye-►la�i/.d Z1'. ,.'•. u1/. S t T^AA a 1v . j ` i i ; I s SANF®RD _� J AVE. , E 1 I, I • _ PROP. GRAVITY SEWER PROP. LIFT STATION+ 2 ' F r .SEE SHT.# 13 0 SEE SHT•+ 1 2 0 / I �, I SYSTEM EXISTING GRAVITY SEWER SYSTEM . EXISTING GRAVITY SEWER S S . If". LIFT STATION NO. �1 LIFT STATION N,O11 SERVICE AREAS/EoM, ROUTES, i mLr) Conklin Porter and of es r Fn ENGINEERS, INC. Y O POST OFFICE BOX 1976 500 W. FULTON STREET z SANFORD, FLORIDA 32771 DATE TO FOR I x TEL 305 322-6841 TEL 305 831-5717 PROJECT CONTROL r - . ACTIVITY NAME DATE 1 "- 2 0 DESIGNED BY: J B M aj/f-7 I I09 t I06 1.>�atu SCALE 0' DRAWN BY: H M L 1J%87 0 Ip V, LIFT 5�T.0N LoCA,,-rttvJ -,�- SEPT., 1 987 CHECKED BY: �.M•� 1J/97 Q 2/r3� Itte I F-0 60NAtvt=—:WTI J.G.g DATE! APPROVED BY: J C B ��g?' �,,., 2 Z'' ItI6.'/ ') ,r1t, LI0C.-?ri0p,1 /• le I REGISTRATION NO: S470 1 N 0. DATE REVISION APPROVED JOB NO. S0602.27 a .� J 11 ' ., .u... 'fn of a 10.1 LJ4 'IV A/ X ) f� u � o Cl ......... .... ..AYE. w ..... . ..... . ...... IL .......... ... > - - TT"I" ............... ..40 ........ X.. X. .......... M . . ........ • cr) _.j —7 1v z 0 3& J7 - �,wwwl ro 34- ICU Z' 10 7 _4 M PROP. 6" FORCE MAIN EXISTING GRAVITY SEWER ja- m Conklin Porter and Holmes LO ENGINEERSINC. POST OFFICE BOX, 1976 Q9 500 W. FULTON STREET Z: SANFORD, FLORIDA 3277"] OAT E TO TEL 305 322-6841 TEL 305 831-5717 I FOR PROJECT CONTROL W r7A I (it EXISTING GRAVITY SEWER PROP; LIFT STATION-*.3, S EE. S H T,+ 13 4 E L3 fl uff3ltli MY IRS co 0) 1-41 r) ai— uj z LD VENUE z p I NJ I_!,* 111;;v� . - 1. 1 5 ........... .......... . . . . . . . . . . . . . -77a to C1 YP E.111 S brI co —j 0) ... ....... x W V (P .......... N . AVENUE X L EXISTING GRAVITY SEWER SYSTEM +3_ AV OD X. ODto tit" ��`. :•f•: " al %� :''�'c ;• �.j �� ........................................................ ....................................................... '1c_0A2c2F LIFT STATION, NOU 3 SERVICE AREA FORCE MAIN ROUTE ACTIVITY NAME DATE SCALE I 1 "-20W DRAWING O. DESIGNED BY: J B M 9187 DRAWN BY: H M L 9/8-1 CHECKED BY: 9 .7 DATE- SEPT.,1987 CITY OF SANFORD -- - -10 APPROVED BY: REGISTRATION N0:_1________ 04791 NO. DATE REVISION APPROVED JOB NO S0602.27 tit" ��`. :•f•: " al %� :''�'c ;• �.j �� ........................................................ ....................................................... '1c_0A2c2F LIFT STATION, NOU 3 SERVICE AREA FORCE MAIN ROUTE ACTIVITY NAME DATE SCALE I 1 "-20W DRAWING O. DESIGNED BY: J B M 9187 DRAWN BY: H M L 9/8-1 CHECKED BY: 9 .7 DATE- SEPT.,1987 CITY OF SANFORD -- - -10 APPROVED BY: REGISTRATION N0:_1________ 04791 NO. DATE REVISION APPROVED JOB NO S0602.27 r - - L� ii b *-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. ( P // *,9t lv/G d 1/G -� 5ex / 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 ----� (50E Mo04Tt=t7) Two 7' x 3" x 3/16" steel tubes with capped ends (galvanized)embedded in concrete . "UNI-STRUT" SUPPORT Quick service disconnect Lightning arrester ahead of control panel (General Electrical or equal). _ AUD/BLE ALARM SILEWCER BUTTON " Z 3/4" hose bibb with backflo►v preventer,--La 0 I :ter Galvanized riser. CONCRETE BASE 1" P.E. water service. CONDUIT FROM TRANSFORMER OR MAIN SERVICE (NOTE 6) 1� HIGH WATER ALARM ELEV. 32.0 02 PUMP No. 2 "ON' ELEV. 30.5 PUMP No. 1 "ON' ELEV. 30.0 ® PUMPS 'OFF* ELEV. 28.5 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 -,, , CONTROL PANEL MAIN DISCONNECT ELEC. METER ELECTRIC METER i N PLAN I PRESSURE GAUGE (TYP.) AND VALVE CHECK VALVE (SPRING TYPE) (TYP.) i� f 1 , PLUG VALVES `DEZ.URIKSERIES 100 (3) 4 • / / \ #6 0 REBARS COAT VALVE BOX WITH BITUMINOUS PAINT. (,INTERIOR BLACK) ® ' 12a A /0 r G-0' 4 PLUG VALVE100 30' \ ® A[ III ACCESS DOOR 4' F M (NOTE 2) 15' � 6-6 #6 0 REBARS E.W. MECHANICAL JOINT (TYP.) 4 " C0,17C_ r& 7e V/_4 CONTROL PANEL (NOTE 4) Al- k-11 tr", wnn+her roof unit) p ACCESS DOOR (NOTE 2) e UPPER GUIDE RAIL , tac1e BRACKET 30" X 48" X 3/8" ALUMINUM PLATE -COVER WITH PADLOCK STAPLE AND HASP, SWING HANDLE #6 REBARS 9'o.c. E.W. ALUMINUM FRAME AND HINGES. -�-- EL.39.0 BIUGASCREEN OUT. W 6" BLIND FLANGE WITH 4" THREADED`�T • INSERT PLUG FOR EMERGENCY PUMP TOP ELEV.39.0 riL�_fle IW.AX• - CONC. TOP SECTION A -A C• ` - • / - .' SEE `' - `�' � i VALVE BOX &COVER WET WELL TOP CONST. DETAIL DFTAIL le ? BELOW - LT11 M M, EQUIPMENT SPECIFICATIONS LIQUID sl.o G F o r /rof-t /vlPG rou LFVFL L T - - - TES NOTE: ALL INFLUENT LINES °•.- SENSORS 1 . Pumps (2) shall be r=LYgt Model CP-3127 or equal,tc�tallY submersible, 'f 2" DRAIN #4 m REBARS 6' o.c. E.W. THROUGHOUT el ectri cal ly. operated sewage pumps with two three H.P. motors and SHALL HAVE WATER (NOTE 3) 6" impeller model 463 capable of operating on three phase, 23U volt, TIGHT SEALS 2' FLAP GATE ��/ ??yG. 60 hertz power supply. Pumps shall deliver IBD GPM @ 54' TDH. Pumps condition. 8' P.V.C. � � - STAINLESS STEEL LIFTING CABLE (3/8") R`�AP-�or shall be non -overloading under any �� 2. Provide and install 2 H a 11 i d ay S i n g l e or equal 5 i nq l e Door Acce 5S Cover, Model A 304 8 INV. 30 5 � I. FOR EACH PUMP) FppGEM�/A/ (30" x 48" opening) or approved equal , complete with upper guide 2" STAINLESS STEEL PIPE GUIDE RAILS brackets, chain hook, land stainles's steel cable holder. Also provide padlock staple and hasp. NOT TRUE ORIENTATION "RAMNEK" GASKET (TYP.) SEE PLAN 3. Provide and install four (4) Flygt or equal, direct octing floa� switches - ASBESTOS CEMENT COLLAR 3 4" D.I.P. Model P5 Q, Three sensors shall be used for pump operation and a E fourth sensor for high water alarm. Floats and.control system shall WITH RUBBER RING SHALL I.D. PREFABRICATED REINFORCED CONCRET r BE INSTALLED WITH USE be low voltage. Install float controls away from pump leads and out PIPE OR PRECAST MANHOLE, COAT INSIDE AND OUT of the flow of influent sewage. OF PVC AT WET WELL INCLUDING ALL PIPING AND VALVE VAULT WITH TWO COATS OF."INERTOL" STANDARD BLACK BITUMINOUS PAINT. 4. Provide and install Sta-Con Control Panel, Model 3825 or -04 PUMP equal, with NEMA 3R stainless steel enclosure. This panel shall have 6 GALVANIZED WATER STOP type EQ frame circuit breakers and horizontal rotary oil -proof, three osition selector switch for hand -of -automatic operation. Controllers 6' ANCHOR BOLTS AS SPECIFIED BY PUMP P ELEV. &►0 4' GROUT MANUFACTURER shall include alarm light as well as audible dev"ice, elapse time I meters for each pump, lightning protection (3 phase), phase protection 1 NON -SHRINKING GROUT i • WET WELL WALL Conklin Porter and Holmes ENGINEERS, INC. o POST OFFICE BOX 1976 zT 500 W. FULTON STREET Z 2771 3 FLORIDA - SANE RD• Z O TEL ' "P 4 TEL ,ir),i -3' i s>> 17 �,. EI '305 3 68 1 T ._ 3 DAT E I TO °. C ° ° -' .°. and low voltage protection. Control panels .shall have auxi iary - generator receptacle (Pyle National JRE 4100 or approved equal) -- ----.' standards and specifications. Cabinet shall be aluminum dead front o e construction with continuous hinge. Controller shall include pump alternator with alternator test, emergency generator circuit breaker #6 PS REBARS `l' o.c. F.'N with interlock, DC alarm with battery and charger and alarm silence. Alarm to be energized by power/phase failure, high water `1 evel float. BOTTOM ANDI, FIRST SECTION OF WET WELL SHALL Provide duplex GFI 120volt receptacle inpanel. Shop drawi ngs requi red BE MONOLITHIC fo'r approval. Al electrical work to be in strict accordance with 1 ocal and nati onal el ectri cal codes. All co-n-trols in wet well to be low voltage ( 24 V D.G.) , Cabinet to be lockable with stcipl.e 0 hasp.& Q�5. The underside of aluminum access covers and all aluminum surfaces in AMP & WET WELL DETAILS t t wi th concrete shal 1 be coated wi th a sui tabl e bi tumi nous - con ac paint. All nuts, bolts, washers and miscellaneous hardware are to be stainless steel. 6. The Contractor shall coordinate with the FLOR/op 'OI�VER �` L/Gf/r 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 +he , C/ T 4' OF $4,l/,-0,g0 9. Grass and mulch all disturbed areas. NOTE: The Contractor shall furnish dewatering equipment as 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 C17`,' Of' 6,-4,t/)c_R.0 for approval, prior to construction. - equipment for each L.S. site. The cost of dewatering shall NO.. be included in the lump sum pay items for the appropriate 11 . All influent 1 i line shal 1 have water -tight seal s. LIFT STATIO Lift Station. - 12. Landscaping to match developed surroundings. DETAIL T ACTIVITY _ NAME DATE -- SCALE DRAWING NO. DESIGNED BY .fj-'_._.91,07 DRAWN BY -- - - � - - --i-- DATE s P� , � CITY OF SANFORD ._ CHECKED BY: F'�:'.� 9 �� ADDED Q t� ��-88 �aeciF�ca-noNS NOTfl TO BQU IPMEPfi -� 4. PEP FOR APPROVED BY _ C' .J Q4AICL/ _ 0 ~r_-MTS �.C. ? a7 .- 28 �-rzn�.�Go l 10B NO d PROJECT CO►`d €7OL T REGISTRATION NO `� f N O 'DATE ,S'OlnU.r REVISION APPROVED -'�:t .. _ ,. .. .. ,..<.... ... ::... :... _. .,-; .: -o '. .w'n , -..., .a. -,.•,S,�a..w,.,.,.;sv,r.Ya�re€�:,:Gw aw.e:;wi;r,:F....,o-,.€H'+.�'�.aa<°.a'*�.•r.=.krAt...=.:,,tc.J**X_..s.:xt.�@r�.��.:s:-.sae.a,mz.axz.SA•9S,x.,f..�..r�.FaY _.r.. r3a- Nam_..-esa r.:.: ..: -.- .. n-, ,. t a:a3a.^S'n - iu4. `#�G. :6 f9'sY4.:.4^bi 5#.."Idea•3,»a;§k.W'u.v#.SYi�e:�.i3d5Wtri636J<i.i+it..-i4......teaS3axL 'laU4&T+']T:fie •. .. ' n *'NOTE: SEAL ELECTRICAL WIRES TO WET WELL IN CABINET WITH 'DUCT SEAL' IL M OR AN APPROVED NON -HARDENING SEALING PUTTY. ALSO PROVIDE PLAN y, _ SEAL -OFF IN CONDUIT AS SPECIFIED IN THE N.E.C. FOR CLASS i, DIVISION 1 HAZARDOUS USE. ( P l i a b lG eac � PRESSURE GAUGE (TYP.) AND VALVE CHECK VALVE (SPRING TYPE) (TYP.) \\ PLUG VALVES `DEZURIK' SERIES 100 (3) 4” • .. - ; . • _�____ �./ .. • • , , / / \ #6 REBARS -COAT VALVE BOX WITH BITUMINOUS PAINT-, (,INTERIOR BLACK) / • .• , . �� ,vim_ ' .' � �\ \ I 12, Entire assembly shall be primed and then g'�E?v.G. / three finish coats of dark green exterior ® A I A metal paint shall be applied (with the Z --- 6'-0' exception of the stainless steel enclosure). CONTROL PANEL 4' PLUG VALVE + --- ,L___ MAIN DISCONNECT - - I 30' I :I ELEC: METER i - - ALARM LIGHT j /2"MIA1. ` ACCESS DOOR �— 4", F M \ (NOTE 2) Two 7' x 3" x 3/16" steel tubes with capped 15' ends (gal vani zed) embedded in concrete 6-6' �, ,• #6 �J ,REBARS E.W. MECHANICAL JOINT (TYP.) �. \ °UNI-STRUT' SUPPORT----------. ELECTRIC METER -t• �"Cor�G�e�c �t.�d W/ \ �� Quick service disconnect o FREE ST4Nblt�lU� FULLCQBNET loX �P CONTROL PANEL (NOTE 4) Alarm bell (6" weather proof unit) \ Lightning arrester ahead of control panel ACCESS DOOR (NOTE 2) \ (General Electrical or equal). ° z %� ® UPPER GUIDE RAIL AUD/BCE ALARM S/LE.VCE2 aurro/v- Emergency power receptacle BRACKET 30" X 48" X 3/8" ALUMINUP PLATE- COVER WITH 3/4" hose bi bb with backfl o►v preventer.—a SEAL -OFF PADLOCK STAPLE AND HASP, SWING HANDLE, #6 �b REBARS 9°o.c. E.W. o —,� (Pliable sealant) ALUMINUM FRAME AND HINGES. -7-- E L . 4 7 .�5ro 4" AIR `VENT W BUG SCREEN 6" BLIND FLANGE WITH 4" THREADED O1 Galvanized riser. ,� // ` 4 cone. TOP ELEV. 4750 /2"MaX• INSERT PLUG FOR EMERGENCY PUMP OUT. �,•..° n. iali +`r A .>... — — CONC. TOP 1 SECTION A -A CONCRETE BASE water service. Q cV 1111 .0 rn , IIII 3EA. 2" P.V.C. SFE `'' -VALVE BOX & COVER CONDUITS o WET WELL TOP CONST. DETAIL . I DETAIL .- .:. �2 j BELO'N CONDUIT FROM � _ SY� TRANSFORMER OR MAIN SERVICE (NOTE 6) —� J sl.o G �o dvGf//G m LIQUID EQUIPMENT SPECIFICATIONS °•. • /rvrr piP� LEVFL ELECTRICAL NOTE: ALL INFLUENT LINES T� I SENSORS � PurrtpS (2ea.) shalt be FIYg-t Model CP- 3102 or equal., to-tallY Subrners%ble� SHALL HAVE WATER, (NOTE 3) 2` GRAIN 0 #4 0 REBARS 6' o.c. E.W. THROUGHOUT electrically operated sewage pumps witn two 5 H.P. motors and TIGHT SEALS / impeller model 4_32 capable of operating on three phase, 230 volt, 2° FLAP GATE 4/�o.i 60 hertz power supply. Pumps shall deliver IBo GPM @ 40" TDH. Pumps ' ,�o(APtor' shall be non -overloading under any condition. 8° P.V.C. STAINLESS STEEL LIFTING CABLE (3/8") 10 HIGH WATER ALARM ELEV. 5 %9 pvC =11111111100.INV..34.99 _®I ° (1 FOR EACH PUMP) 2. Provide and install 2 Hal 1 i day or equal Sinq.le Door Access cover, Model A 3o4a T PUMP No. 2 "ON' ELEV. �G% 2 STAINLESS STEEL PIPE GUIDE RAILS FO/pGEM�/N • -� � (30 x 48 opening) or approved equal, complete with upper guide brackets, chain hook and stainles"s steel cable holder. Also provide 3 NOT TRUE ORIENTATION "RAMNEK" GASKET (TYP.) padlock staple and hasp. PUMP No. 1 ON ELEV. �1.079 SEE PLAN ASBESTOS CEMENT COLLAR 3 4" D. I . P. 3. Provide and install four (4) Flygt or ees equal , direct ac+ing -Moat Swifch, Type ® PUMPS-OFF`FLEV. �✓l.°I9 WITH RUBBER RING SHALL S, Model ENH-10, Three sensors shall be used for pump operation and a. BE INSTALLED WITH USE 6' I.D. PREFABRICATED REINIFORCED CONCRETE fourth sensor for high water alarm. Floats and.control system shall OF PVC AT WET WELL PIPE OR PRECAST MANHOLE, COAT INSIDE AND OUT be low voltage. Install float controls away from pump leads and out NOTE: POSITION SENSORS OUT OF FLOW PATH INCLUDING ALL PIPING AND VALVE VAULT WITH of the flow of influent sewage. TWO COATS OF "INERTOL" STANDARD BLACK r OF INFLUENT SEWAGE AND AWAY PUMP BITUMINOUS PAINT. 4. Provide and install Sta-Con Control Panel, o� FROM PUMP LEADS 6" GALVANIZED WATER STOP equal, with NEMA 311 stainless steel enclosure. This panel shall have -�{ 6' ANCHOR BOLTS AS SPECIFIED BY PUh1P type EQ frame circuit breakers and horizontal rotary oil -proof, three position selector switch for hand -of -automatic operation. Controllers ELEV. 30.0 60 4'GROUT MANUFACTURER shall include alarm light as well as audible device, elapse time °. °I' . . ' meters for each pump, lightning protection (3 phase), phase protection 0. .0• u and low voltage protection. Control panels shall have auxiliary • 48 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 #6 0 REBARS 9" o.c. E.W. alternator with alternator test, emergency generator circuit breaker 2 EA. MECHANICAL JOINT GLANDS ° wi th i nterl ock, DC al arm wi th battery and charger and al arm si 1 ence. Alarm to be energized by power/phase failure, high water level float. r W/ RUBBER GASKET CENTERED IN 4. pJ�. 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 electrical work to be i n strict accordance with local and national electrical odes. Cabinet to e lockable with stz►ple 4 hasp.Q g� eonirol panel cabinet', Shatz be,, r'ee 5tand�v�9, +ul,, cabne--, ?s Shown on pLanb Q PUMP p( WET W ELLDETAILS 5. 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 NON -SHRINKING GROUT 6. The Contractor shall coordinate wi th the 114oR/0,41'001,5R�`1 /C-,f/T Co� for o , i - electrical service to lift station and shall meet all power company WET WELL WALL requirements without additional compensation.. o d - r 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 0 o valve box. 8. Lift stations shall conform to Standards and Specifications of the 017-Y U--- ,5AN,4=_OR 9, Grass and. mulch all disturbed areas. NOTE: The Contractor) shall furnish dewatering equipment as 10. Shop drawi ngs requi red for pumps, pi pi ng, val ves, fi tti ngs and required to install structures, Ground water conditions may electrical equipment are to be submitted to the Engineer and vary causing the required equipment to vary, Th17 Y ae ' for approval , pri or - to construction ° shall perform field investigations to determine the necessary ' equipment for each L.S. site. The cost of dewatering shall 11. All influent 1 i ne shall have water -tight seals. LIFT - be included in the lump sum pay items for the appropriate STATION Lift Station. 1 2. Landscapi ng to match devel oped surround.i ngs. um"ETAIL ACTIVI TY NAME DATE Conklin Porter and Holmes - - SCALE DESIGNED BY IJ LE n/C�4/E DRAWING N0. � � � J C .�' 9187 :1NFl1Ut5NT INV. NoR•T+t pcITIoN •G•�. �- ENGINEERS INC. DRAWN BY _ - iv 6B VAN�I. LocATtoN . ELe-1-. POST OFFICE BOX�1976� �' 9 8: 0 ----------- ----- -- DATE ,5'fPT > CHECKED BY: t� /� ADDED more T EQUIPMENT — 967 9i's.7 0 8��,88 CITY OF SAN�Of ® 500 W. FULTON STREET SPEciptCAMONS 4 RC.P12 SANFORD, FLORA 32771 DATE TO FOR APPROVED BY C ,6,q,�1A/c'u � 8 Q %'I� ��i2 1��•C2• GOMM�NTr✓ - J•G•C? ' , TEL 305 322-6841 TEL 305 831-5717 PROJECT CONTROL REGISTRATION N0 JOB NO. .506Of, 2.7 34 r%%>' N 0 GATE REVISION APPROVED _. .. f - w r ' ;v ' NOTE: SEAL ELECTRICAL WIRES TO WET WELL IN CABINET WITH 'DUCT SEAL' OR AN APPROVED NON -HARDENING SEALING PITY. ALSO PROVIDE SEAL -OFF IN CONDUIT AS SPECIFIED IN THE N.E.C. FOR CLASS 1, DIVISION 1 HAZARDOUS USE. (p l / lo/G Ql r/c f 5eA l • � - PLUG VALVES `DEZ.URIK' SERIES 100 (3) 4 zzf \ #6 Q� REBARS COAT VALVE BOX WITH BITUMINOUS PAINT, \ (INTERIOR BLACK) / �- �. 112 i Entire assembly shall be primed and then I three finish coats of dark green exterior-----'___ A A metal paint shall be applied (with the Z CONTROL PANEL 6-0' + exception of the be steel enclosure) . __ 4 PLUG VALVE - I 30'co MAIN DISCONNECT - J - � _ IZ" • ELEC. METER i ALARM LIGHT 10 wv° MUNI ` ACCESS D OR <siflr MOUKTaa FIST. c�P v�TY Two Z' x 3" x 3/1 6" steel tubes a�i th capped SEWED —ao F M \ (NOTE 2) 15° ends (galvanized)embedded in concrete 6'6 \ / �. MECHANICAL JOINT TYP: \ / #6 0 REBARS E.W. LT "UNI-STRUT' SUPPORT ELECTRIC METER I „ �� Quick service disconnect loX #/o !Nw.N1. CONTROL PANEL (NOTE 4) \ / Lightning arrester ahead of control panel Alarm bell (6" weather proof unit) ACCESS DOOR (NOTE 2) a (General Electrical or equal). / z 3 -� UPPER GUIDE RAIL AUDIBLE ALARM SIL_.AlCeR aurroN Emergency power receptacle .� 30 X 48 X 3/8 ALUMINUM PLATE, COVER WITH 3/4" hose bi bh with backfl o►v preVenter� SEAL -OFF BRACKET PADLOCK STAPLE AND HASP, SWING HANDLE #6 0 REBARS 9'o.c. E.W. o(Pliable sealant) ALUMINUM FRAME AND HINGES. -ter 4" AIR VENT W �� tj EL.290 Galvanized riser. BUG SCREEN 6 BLIND FLANGE WITH 4 THREADED ppT • • 4 ConG- „ INSERT PLUG FOR EMERGENCY PUMP OUT. —_ TOP ELEV. 29�� /2 MAX• - -- ,lTOP CONCRETE BASE I'I� • - t SECTION A -A r ° , I"' P.E. water service. 4� :; .1111•D - U`. 3EA. 2 P.V.C. SEE `` `' -VALVE BOX & COVER WET WELL TOP C®HST. DETAIL DETAIL /2 .� CONDUIT FROM BELO'/V n+i TRANSFORMER OR MAIN SERVICE (NOTE 6) J q(vcil� EQUIPMENT SPECIFICATIONS LIQUID /�'orr �oY�G LEVEL T ELECTRICAL NOTE: ALL INFLUENT LINES • .' SENSORS SHALL 2` [)RAIN l • Pumps �2ea.� Shall be FIYg� Model CF. 3127 or equal , t'otallY submersible, . f HAVE WATER (NOTE 3) o' #4 O REBARS 6' o.c. E.W. THROUGHOUT electrically operated sewage pumps with two ��H.P. motors and TIGHT SEALS impe-ller model 432 capable of operating on three phase, 23O volt, 2' FLAP GATE 4" p/�f?`G 60 hertz power supply. Pumps shall deliver .4/5 GPM @ .41.5'TDH. Pumps RduPtor shall be non -overloading under any condition. 8" P.V.C. STAINLESS STEEL LIFTING CABLE (3/8") a e car cress Covers Mode �` 048 D HIGH WATER ALARM ELEV. Z2.0 1 to f'!!C• . INV. 20. 7 � ' •a (1 FOR EACH PUMP) �/� 2. Provide and install 2 Halliday or equal Smngl D A l ,3 20,p 2" STAINLESS STEEL PIPE GUIDE RAILS FaIpC`Aj (30 x 48 opening) or approved equal, complete with upper guide �2 PUMP No. 2 "ON' ELEV. .- brackets, chain hook, and stai nl es-s steel cable holder. Al so provide NOT TRUE ORIENTATION p a d l o c k s t a p l e and hasp . PUMP No. 1 "ON' ELEV. 19•0 SEE PLAN � "RAMNEK" GASKET (TYP. ) 3. P r o v i de and install four (4) Flygt or equal direct' acting -Moat switches, Type ASBESTOS CEMENT COLLAR 3 • ® PUMPS"OFF'ELEV. 170 WITH RUBBER RING SHALL � .. 4 D.I.P. S, Model ENH-10. Three sensors shall be used for pump operation and a WITH INSTALLED WITH USE 4/ I.D. PREFABRICATED REIINFORCED CONCRETE fourth sensor for high water alarm. Floats and.control system shall OF PVC AT WET WELL 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. NOTE: POSITION SENSORS OUT OF FLOW PATH TWO COATS OF " I N E R T O L" STANDARD BLACK OF INFLUENT SEWAGE AND AWAY 4� CPUMP • - BITUMINOUS PAINT.. 4. Provide and i nstal l Sta -Con Control Panel , Model 38L5 or . FROM PUMP LEADS 6" GALVANIZED WATER STOP equal , with ,NEMA 3R stai nl ess steel enclosure. This panel shall have type EQ frame circuit breakers and horizontal rotary oil -proof, three -{ 6' ANCHOR BOLTS AS SPECIFIED BY PUMP position selector switch for hand -of -automatic operation. Controllers ELEV. 7¢ 5o I 6a0 4' GROUT MANUFACTURER shall include alarm light as well as audible device, elapse time ! meters for each pump, lightning protection (3 phase), phase protection •: •' •.°• •'' a and low voltage protection. Control panels shall have auxiliary ° J 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 #6 0 REBARS 1)' o.c. E.VV. alternator with alternator test, emergency generator circuit breaker 2 EA. MECHANICAL JOINT GLANDS ' with interlock, DC alarm with battery and charger and alarm silence. Alarm to be energized by Bower/phase failure, high water level float. W/ RUBBER GASKET CENTERED IN �. pJ�•. 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. Al electrical work to be in strict accordance with 1 oral and nati onal el ectri cal codes . Gabinet to be lockable with staple rr hasp. A? - PUMP& WET WELL DETAILS 5. The underside of aluminum access covers and all al um,i num surfaces in contact with concrete shall be coated with a suitable bituminous paint. All nuts, bolts, washers and miscellaneous hardware are to be LLJ stainless steel. •' NON -SHRINKING GROUT _ 6. The Contractor shall coord'i nate wi th the .FLORGOAPO[•tleR ¢LIGHT Co. for electrical service to lift station and shall meet all power company ° ' requirements without additional compensation. WET WELL WALL 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 a water with a range of 0 - 60 feet. Gauges shall be located in the o. valve box. 8. Lift stations shall -conform to Standards and Specifications of +he C/ rY O c 511AIr RD , 9. Grass and mulch all disturbed areas. 10. Shop drawings required for pumps, pi pi rig, Valves, fittings and electrical equipment are to be submitted to the Engineer and NOTE: The Contractor shall furnish dewatering equipment as C/TV oc- SS'.�/F©R>� for approval , prior to construction. required to install structures. Ground water conditions may vary causing the required equipment to vary. The Contractor 11 . All influent line shall have water -tight seals.LIFT shall. perform field investigations to determine the- necessary STATIOU equipment for each L.S. site, The cost of dewatering shall " . 12: Landscaping to match developed surroundings. be included in the lump sum pay items for the appropriate Lift Station.DETAIL- SHEET ACTI V I TY NAME DATE Conklin Porter and Holmes —�-- SCALE /c�it1 DRAWING NO. Ln Ln DESIGNED BY ENGINEERS, INC. DRAWN BY i!f .0 C POST OFFICE BOX 1976 -—'----- - - - - - DATE SFP;. I987 0 CHECKED BY C A/ A. ADDED NOTE O EQUIPMENT CITY OF S A N '� O R D z 500 W. FULTON STREET - 8y Z 8-m�- p E. P ' _ _._ S�EGFICATIOr1S� Q- DAT E TO FOR APPROVED BY �� m Z SANFORD, FLORA 32771 C ��2A�lC'�� Q 2jgg 10 B NO m IL REGISTRATION N0; ,_i479/ NO DATE ROVED REVISION APP TEL 305 322-6841 TEL 305 831-5717 PROJECT CONTROL `I .�... 0 0: t s r , - ST . t CA 9 11i U' - � 1 2 AKA " 11 � PUG' MAIN -To 6aW 5-F;FLLT W5W 412r` P+ki GLENV.fA Y 0 0 _ _ - - - - o O O O I� \ *- - � s I�„P Co � rc�u�� KUM MUL-C1 24" PI KF- lfl" CAMPHOR T-RIPPLE 20"PINE 19 b CAMPHOR 1 ,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 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 IA 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 EXISTING UTILITIES, THE ENGINEER AND OWNER OF THE UTILITY SHALL BE CONTACTED. 4.THE CONTRACTOR SHALL STORE CONSTRUCTION EQUIPMENT AND MATERIALS ONLY IN THOSE AREAS DESIGNATED BY THE OWNER. AN - AREA WILL BE DESIGNATED BY THE CITY OFF SANFORD FOR STORAGE EQUIPMENT. THE CONTRACTOR MAY USE THIS AREA TO PARK EQUIPMENT AND STOCKPILE MATERIAL. THE CONTRACTOR MAY, AFTER APPROVAL BY THE OWNER, USE OTHER APPROVED AREAS FOR STORING EQUIPMENT AND MATERIAL. 1 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 AUTHORIZED SURVEYOR OR AGENT HAS THE ENGINEER AND OWNER, A WITNESSED OR REFERENCED THEIR LOCATIONS. THE MARKERS SHALL BE REPLACED BY AN APPROVED SURVEYOR AT THE CONTRACTOR'S EXPENSE. 6, APICAL 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 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. 9.,ALL PRIVATE AND PUBLIC PROPERTY AFFECTED BY THIS WORK SHALL 'BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN EXISTED BEFORE COMMENCING CONSTRUCTION WORK. 1 1 1 1 1 - O.,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.; 1,THE CONTRACTOR IS TO COORDINATE WITH THE OWNER CONCERNING VEHICULAR ACCESS ONTO AND FROM THE CONSTRUCTION AREA. 2. SOIL BORINGS AND ENGINEERING FOR THIS SITE HAVE BEEN PROVIDED BY JAMMAL & ASSOCIATES, INC.,`ORLANDO, FLORIDA, AND WILL BE PROVIDED TO•THE CONTRACTOR FRO.M.THAT FIRM "UPON REQUEST. THE ENGINEER ASSUMES NO'RESPONSIBILITY FOR THE CORRECTNESS, COMPLETENESS OR ACCURACY. •'THE"C-,THE'SHALL FOLLOW THE RECOMMENDATIONS FROM THE SOILS CONSULTANT'S REPORT. 3 . THE CONTRACTOR SHALL COORDINATE WITH OFFSITE CONTRACTOR ( IF DIFFERENT) TO ASSURE PROPER PIPE CONNECTIONS BETWEEN THE VACUUM STATION AND OFFSITE PIPING. 4 .,FORCE MAIN TO BE LEAKAGE AND HYDROSTATIC TESTED AT 100 PSI FOR 2 HRS. ALLOWABLE LEAKAGE PER AWWA M 23, The following is a list of utility companies which provide service to the facility and contact people for each company. WATER & SEWER: City of Sanford 300 N. Park Avenue Sanford, Florida 32771 (305 ) 322 -3161 Attn: Mr. Paul Moore, Utility Director FloridaPower POWER: r & Light Fl 0, Box we301 N. Myrtle AVenue P.Sanford, Florida 32771 (305) 322-5381 Attn: Mr. Bruce Stephenson. TELEPHONE: Southern 8e1.1 Telephone & Telegraph 500 `N. Orange Avenue, Room 337 Orlando, Florida 32801 {305) 237-3507 Attn! Mr. Ray Bourg Buried Cable Location:, l-SOD-342-190] GAS: Florida Public Utilities Company 830 W. 6th Street Sanford, Florida 32771 (365) 322-5-133 A'ttn'; Mr. A. P. Maheu k _ t - - - - - - -- - o- x TrN -L_u .- s ---- - ---- ��T -�W-- 12 ---- ---- ----- _— -- - --- - --- -- -- --- --- - - ---- - - - - -_ --- ---- -- -- -- - Iry v r ---- __ - -- - — ---- --- ----- -- ---- - lf� ---- _ - — - — — — R_--3 Y_I�E AND WATE '__MAI WATE S_.TO- _SER BE- ICES - - __ - - - - - - --- — -- -- -- --- — - FfE D—LO ATED ---NO`I`---ALL - --- - — — - THA 1..8 VERT CAL R 10= -SE-RV E-MAN--S--0 BE - _-HOR CES - -EQUI — ZONT N CURS ,ED-, L- _ - - - - - - - - - - -- -- - -- -- - - -- - -- - --- - -- - --LES C i CON -RANG A _ _ ---BET S_EW E$CA EEN - S--O, �EMEN ATER- F-O- -WIL - -- -- _ --- -- - ---- - --- _ -- - -- - -- — -- — -- -- ------ -- - - -1 - _ - - - ---- — --- - i —� - - --- -- — - -- - i/� 3 Low .::. :..:..••T:;D :::.-. i.5::i:::yi:::: � � r:.. :. Fyn .. 30 -- -- - -- --- - -- --- - - --- - — -- - — 2 28 �� - - - _— 26 26 2 2. _95 TO, • 2 td -- — � ; L V. 16,00 17+00 18+00 Co/'� nklin Porter and dimes ENGINEERS, INC..4 POST OFFICE BOX 1976 500 W. FULTON STREET SANFORD• FLORIDA 32771 TEL 305 322-6841 TEL 305 831-5717 ACTIVITY-1, NAME SCAL_E.1M:30'(H) i 2 (V) DRAWING N0. AL _. .:..:.:._., FORCE MAIN ROUTE.''' 0 LIFT. STATION- a-- DESIGNED BY J. [ {. S4VIF'7" (DATE lg� DRAWN BY: 4? M. LILE-15 9i0>7 DATES SEPT/1987-__. CHECKED BY: M'�. GOI }�.� � Avq � . DAT E TO FOR APPROVED BY: ' c IA2c *.r l �., qlg� �f✓{2 l; GoMM NTH �'.0 (a JOB No.sa6o2,27 PROJECT CONTROL REGISTRATION No 341fl. I N0. DATE REVISION APPROVED rn fLER SERVICE E 7-7 Ln Conklin Porter are of es ENGINEERS, INC. N M POST OFFICE BOX 1976 o 500 W. FULTON STREET z SANFORD, FLORIDA 32771 DATE gTQ , - FOR TEL 305 322-6841 TEL 305 831-5717 PROJECT CONTROL ACTI V I TY NAME DATE 1 "30'(H) DESIGNED BY: G' .J F. � ,E:�! g-� IA tt /g9 a MH • GRAvi t�Pi N(,, Z6A bQ Jf .G. SCALE:' 1 2 V DRAWN BY L! (�..r S q Q57 12l6S (ZEVI6��D j'p Q 11 F. G.E3 . CHECKED BY: ,IV, c-0c 60N1 d8 (,-�. , LoGA IDr� , DATE': SEPT./ 1987 APPROVED BY: .1 . C. r3EP1N!C,V. q1s' 2 2Ei t? GIJI�Mfr J08 No. S0602,.27 REGISTRATION N0 ?>�4"�` ( N 0. DATE REVISION AP ROVED a In a .fo Conklin Porter and Holmes ENGINEERS, INC. POST OFFICE BOX 1976 O 500 W. FULTON STREET SANFORD, FLORIDA 32771 DAT E TO FOR 00 TEL 305 322-6841 TEL 305 831-5717 PROJECT CONTROL S TA(lER SERVICE & SUPPLY - - -. ACTIVITY NAME DATE 1 ":30'(H) DESIGNED BY: r�` . ,:5��5�►.: �l�3"�- .. SCALE : f. j.2'(N� DRAWN BY ?��'• CHECKED BY: N coc 600 A DATE: SEPT./ 1987 APPROVED BY: .G 1a''-4Mc'v-1 y(a;. zL2 i ��;z REGISTRATION N0 '3t-'rl� l N O. DATE REVISION APPROVED JOB NO.80662.27 - a If') tD V r N M c, V C9 Z_ Z m is 22 20 16 M 12 IR CnMµ. opp,N pavEMTT- e9u-r (P) 1 1 N \ w L W II I► I I I I I CYPRESS H A\/ E , l MIN. WIDTH NECESSARY 1'-0" MANHOLE RING & COVER, RIDGE AS REQUIRED TO ALLOW 12" MIN. (COMPACTED) TOP SOIL MIN FOR SAFE TRENCHING MIN OF #1125 OR EQUAL FOR TRENCH SETTLEMENT OR OTHER FINISH. SEE SPECS. CAST INTO LID. r RESURFACING: EXTENT INDICATED SAW CUT 3" DEEP (TYP) NOTE: ALL MANHOLE COVERS ELSEWHERE ON THESE PLANS ♦ /� TO BE SET AT FINISH GRADE \ % .co S0" DIA. FINISH 'GRADE — — — — — . USE SOLID CORE M.H. I iv �� PRECAST AIR RELEASE BRICKS TO SET RING &COVER 1 / DIA. VALVE MANHOLE 4 COURSES MAX. a, NOT LESS THAN ( ) 6" CONC. SLAB — — — — — PRE -MOULDED TO FINAL GRADE IF REQ'D. j EXISTING RIGID PAVEMENT PLASTIC JOINT SEALER w 2" APCO MODEL 400 1g" 5" MAINTAIN 12" CLEARANCE \ \ PRESERVE EXISTING D \ / \ -- _ _ _ _ v / " cy SEWAGE DUTY AIR RELEASE VALVE AND TOP EN TOP OF AIR APPROVED LAYERS & COMPACTED IL ANYREINFORCEMENT0-DIA. TO N RELEASE VALVE I OF CONCRETE COVER. 1 REI \ / \ TO 100% MAX. DENSITY AS BOND IN NEW CONC. Q PRECAST MANHOLE I DETERMINED BY AASHO-T-99 SEE NOTE: ITEM 2 CONFORMING TO 2 COATS (BLACK ASTM SPEC C478 BITUMINODUS PAINT MANHOLE FRAMES AND LID EQUAL TO i r 2" G.S.P. FORCE MAIN TAPPING I NEENAH R1040 WITH A TYPE A _ - "D" + 1'-4" MAX. 2' GATE VALVE SADDLE NON -ROCKING LID. (400 LBS. FOR \\ "D" + l'-4" MAX. / „D" + 1'-4" MAX. FRAME AND LID) ` FORCE MAIN M (SEE TABLE) .' — — — — -- — MIN. V-0" — — — — MIN. — MIN. 1 I I I ® — N ALL 0 0�Q oo O MANHOLES AND RINNOTE: SHOP G & COVER S REQ'D OAS ASSEMBLES 10 001 1 a o _ — — GRAVEL I CONC. COMPACTED EARTH FILLET COMPACTED EARTH X I I o 0 -' — x FILL IN 6' LAYERS X — FILL IN 6" LAYERS Q ./ 0 I 90' 90' _ 90* 0 2 o X — r - � — s z 0 0 0 JOINTS TO BE FORMED �1 w ♦ ♦ �. ♦ \ 00 0 0 0 0 �0 RIING FORM TH AN C( ACCURATE M.H. DIAMETER TABLE . J-- -----J o NOTE: ASBESTOS CEMENT COLLAR o o0 00 OVER EXCAVATION TO BE FILLED WITH W/RUBBER RINGS OR OTHER EQUIVALENT , FLEXIBLE WATER TIGHT COUPLING • PIPE DIA "D" MANHOLE DIA "M" ACCEPTABLE TO THE ENGINEER AND r APPROVED TAMPED MATERIAL. (TYP) 0 '0 UTILITY CO. REQUIRED AT MANHOLE BACKFILL METHOD NO. 3 16" NOTE (2) #5 CONT. 2' CLEAR 8" - 24" 4'-0" WALL TO P.V.C. PIPE CONNECTION NTS SEE PLAN & PROFILE SHEETS V 27" - 36" V-0" SECTION BACKFILL METHOD NO. 1 BACKFILL METHOD NO. 2 TYP, > 36" SPECIAL M.H. a FOR LOCATION OF VALVE BOX NTS NTS FOR BACKFILLING BENEATH RIGID PAVING, INCLUDING TYPICAL MANHOLE 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 BENEATH PROPOSED PAVING, SEE SPECS NTS - i AND NON -IMPROVED SURFACES SEE SPECS. AIR RELEASE VALVE DETAIL NTS 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. r .. I SANITARY SEWER MAIN f, i PLUGGED 6" SERVICE LINE UNDISTURBED SOIL / h \/ S=0.6% MIN. D/4 12" ~\� Y I \r 4" LATERAL ACCORDING TO 2/3D, 8" MIN / �I 6' WYE BRANCH W/ BACKFILL PLACED X \r I 30' L.R. BEND MIN. 48" AND NOT TOR TO BE SPECIFICATIONS 6' SERVICE LINE / EXCEED 60" AT Fj UNLESS 9" 9" W _ - + _ \� CONTRACTOR TO FIELD MIN. 48 AND NOT TO COVER TO BE ABSOLUTE I NOTED OTHERWISE DIMENSION UNLESS JJ S=0.67. MIN.EXCEE--�� DIMENSIONED ON PLANS NCALLY OTEDocTJHERWISE UNLESS SINGLE WYE BRANCH PLAN 6" WYE BRANCH W/ I (PLUGGED) E I 6' x6"x4" 30' L.R. BEND I D p g^ 2/3 D, 8" MIN. D D DOUBLE ACTING 4" LATERAL D PLAN STEEL WEDGE ♦ �♦ �♦ ♦ PLAN CARRY CONC. TO D D LIMIT OF CONC. CRADLE CARRY CONC. TO SOLID GROUND p D OR SADDLE WHEN SOLID GROUND C Ip NOTEDELSEWHERE� 11 p D D/4 �1 v PLAN W SINGLE SERVICE . DOUBLE SERVICE o D 1: w •, :- NTS NTS D �/ III D 4 E D \/ •-4" OR D/4 WHICHEVER / . a + .1.. 11 D/4 • •� IS GREATER // I I v 11 . - + t> \/ w NOTES ENCASEMENT SHALL BE POURED IN TWO POURS, AND SHALL w D D , \/. EXTEND FULL WIDTH OF TRENCH. D/4 �\ v a D ' D� /4 + �" / �[ ALL BENDS TO BE LONG RADIUS. COMPLETE ENCASEMENT SHALL BE USED AT LOCATIONS SHOWN v e \j ON THE PLANS, OR AT LOCATIONS ORDERED BY ENGINEER. o .: /Lu SEE NOTE "B" /A //, //, / ,\ j� j 2. TYPE OF MATERIAL TO BE USED TO BE CALLED OUT ON L ELEVATION PLANS OR SPECIFICATIONS. TYPICAL CONCRETE ENCASEMENT DETAIL ; NTS SECTION X-X SECTION Y-Y SECTION W-W 3. PLUGS OR STOPPERS SHALL BE MANUFACTURED FOR USE THRUST BLOCK FOR TEES THRUST BLOCK FOR WITH THE SERVICE LINE SPECIFIED AND SHALL NTS THRUST BLOCK FOR THRUST BLOCK FOR ADDITIONALLY BE SUBJECT TO APPROVAL BY THE ENGINEER VERTICAL 1 /16 & 1 /8 BEND HORIZONTAL BEND VERTICAL ELBOW AND UTILITY DIRECTOR. i NTS i .NTS NTS 4. WHEN SERVICE LINES CONNECT TO A MANHOLE THE INVERT NOTE: OF THE SERVICE LINE SHALL NOT BE MORE THAN 2'-0" �/ \\\\\\� V EMBED #6 BARS-22" AND PAINT EXPOSED BARS ��/�\ \/ W/ TWO COATS OF APPROVED BITUMINOUS PAINT ABOVE INVERT OF MANHOLE. 1 j TYPICAL SEWER -SERVICE LINES _. n F F G H J K L NOTE „B» 8" 11" 15" 4"& 6" 8" 8" 8" 3" 30" 30" 36" 9" 14" 20" 8" 9.. 10" 9" 3.. 36" 33" 48" 1o" 18" 25" 10" loll 121. 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" SECTION V—V THRUST BLOCK FOR CAPS NTS Conklin P< O ACTIVITY NAME DATE SCALE: As ivoTFo DESIGNED BY: c.✓. z-88 DRAWN BY: s. P5. 2-88 CHECKED BY:' .DATE: APPROVED BY: to PEiz D. �•z GornlVl lU-►S �.G.g - JOB N0. So6,o2.27 REGISTRATION N0. 3979i NO, DATE REVISION APPROVED F E B 28 199 f A _.v