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Drawings Phase IKEY WEST RESORT UTILITIES WASTEWATER SYSTEM EXPANSION STOCK ISLAND -PHASE ONE - SECTION 35, TOWNSHIP 67 SOUTH, RANGE 25 EAST MONROE COUNTY, FLORIDA nE-\/[7I r)[)7F) QV WILLIAM L. SMITH, JR., PRESIDENT KEY WEST RESORT UTILITIES 6450 JUNIOR COLLEGE ROAD KEY WEST, FLORIDA 33040 (305) 294-5232 paFpoQnn Rv THE WEILER ENGINEERING CORPORATION 20020 VETERANS BOULEVARD SUITE 7-9 PORT CHARLOTTE, FLORIDA 33954 (941) 764-6447 LB # 6656 SURVEYED BY TRI-COUNTY SURVEY, INC. 675 TAMIAMI TRAIL, UNIT NO. 1 PORT CHARLOTTE, FLORIDA 33953 (941) 627-5733 WLt/THE WEILER ENGINEERING C O R P O R A T I O N svEE1 N0.1 of 3s WEC PROJECT NO. 02323001 PROJECT SITE LOCATION MAP GENERAL NOTES EXISTING UTILITIES A I NL Fx TINS IT11 T FS IX E C 1 I IU',?'N IN HER _­PFCXITE ,TE LCC 01 BESEE JI FILE DEBT .r L BL INFO WAT &I T ALL 3E - HE RESFONS BILIIY 0- FF KI A� 01 I I ILIY AIL TI TY _D-ITIONS NIETFET +D`AN ON THE PLANS OR NOT PRIOR TD _.,MMEIVCEME)T. 3. IH_ GAM TACION SHAL_ CJN .'-1 -I E L.-ILLY ,r M'.N IE FAR 4SSN_AN:;E N F_LJ LOCATING XISIING L II IIIFS K] I. FSS TAN THIS F-FKINC JAYS 3EFOR- STA:TIN "A'ORK IN TI C AITECTE '-Ell "EA, UI LIES AHF HUI "I I IMIIFJ 10', JRIitA t ' � A)JFDU;.T AUTIICRITY FIBRE 3 �,) 8�2-2431 RI�1 J F OR'A 0- IR U'I'UKIAf \ PHOIVF ' 239 '1-3' 4I A ELECTFIC COOPERAITINE PI IONS 3 ) 433-9164 T 1'1A3Lca'IFO•L PHONF L 9 ' 2SE4 :OJT FEN DLL PHONE 3 _4-C992 T I PITS FOR THE PUT.^ F F I').A YIILLG l III T F k S1F FU ._S 'RIJF' -0 CONSTFUSTIFON SHAL_ B, CONOLC-ED BY THE -CVTP'CTOR. SJCF - ;HAD HF -K FIII=D INI1FDIv E_( AFTED THE T=ST FIT 11 RI LNGEP NEE)-C. (:')I I )NI ' I:)F H I.-URNI511 INS AL A SIA E TJRBIDIT` BARRIEP T FENCE SCREENS -1D R -I N __HTR L E.I. PI,EIT ) PEFT= T + 1H FXINITU AND t 1N TFUC FD _I. TS, PROBER-1 AND BODI S OF RATER DRAINAGE A "STE,S SHALL BE - ROTECTEC Lt NO 1, PH ,ES OF IOPK AN' Sk L 3 I FAIN-F) WIFN 11H _RL OLIN 13 SCI ICE, AT TIC HTP.0 OR'S EXP=NEE. TRAFFIC CONTROL h C CCNTRACTCF STILL SUBMIT NAINIENAINCF OT I-FI, 'I ANti AN k :IIIF.GS IU IIF FNGINF=F FOP, AFFTOVA_ IN VVTTING BY OJWVER, IJOVRO= COJN'IND 'D FJ HC MOT- IFAH '0 CA`:S AF FR -HF NOT,TO -,OC =D. B. L HII P LL PF( I'F TF\FFI( /INTFINNCF S AND =FJ LCLRES TO LL HAIL DELI LRl SASH PICKUP AND .FMCVAL, HOMFOW'NFR AND NISI II - A(('IS 1C ACC -SS FOR EVER'E1„1 EEFNCLES AT ELL TINES TH REF;RE FIT FIAT.- -,HfI 11.11;- AFOREVEII IONEC. C (NIR (' ).' IIAII P, ND I:4 NTAL, INTElANCE OF TRAFIC EAUFEIEN "NL L.BO+ (BARI' .JGN` IT 1 EN) ! l DAOC-'III TIC `WAN AL OF TRAF IC _SN RCL AND F_ RRAT = FDR S CC ALTO ITC[ ,DY -_NST:LC ON A,1.NTE-INCE .FEU UTILII .I F . 11f N' FY I FOIL CENRAL UNDERGROUND CONSTRUCTION A. NAX 1 MJM OF 1,0 (2) STREETS IN E.OH BO P H'0D BRIE. CH EDL 'v AY BE UNCET'CVET.LC ION A AN)' OWEI, I'MF CN 'NY :,'IVCN CA" OF D. TIE TE'TII IF EN AKC EXCAIE, 1TiF N)F 0 VA�L. 0'1 S-N :0I'I'UCT ON IS LIMITED TC 40 FEEI 121, FF.-T J',IFRF PIFF I ABE BEEKI IN __ED AND 20 FCCT IN ADVANCE CF PIPE LAYING)- JND r NC CIRIUM .'NEE SHAL TTJNGI EXC1` CN -Y(; tJ -FFSF I11JITS. THE LEN'TH ,F OMEN OR F )'AJAII ) 111N 1W _'ANITTY OTFHAI rLIRUH1 IL IS JRPITED TO 1IC _EET (TF FE7_'NHE3L II'F HAS 1-li, T,J A. LED AND FEET IN ',JVANCE OF FIFE AYIN;). DNA:-N NO IJkC1111IAIHCE SFAI I IkEVCH EX:;AVATION EXCE-C THESE LIMITS. D. AT -IE END OF EACF DAY OF AORK, Ti NCII-_ AND -XJWFT INS SHf_L 3E BACK-LLED, 'DIJPA ED, B-II; IT I) ;PAD- (11'ITI1 EASE AS REQUIRED;, SNARES AKIC _ DLEc (SANG AND PRIM -1 IA CN '4 D C F S N'TFIN 24 HOURS;. T C TER'OF.AFY PESTURATICN SHAL'_ RE I.LINTAINF� C C PY TFE CCNTTAR TO ALLOW T)FMAI TRAF=C FOW ..IJTI = lAL RESTOZATI '! 'CNIPL_ ED, E JA -H SERVICL- AHE P1ESF1 IFDC_GHCUT -HE LIMITS SF TI'.E PROJECT 3U- MA" NOT B- IDENTFED IN FILE FAR DING-OONIHA: ICI SFALL FROCE_D II ' IJ NAINTAL, TFF !:TER 5=a1 DA;1,.G-5 T-, C'. RELOCTION CF 'AFA rF SERJIC_5 DJRI�EG COVSTRUCIIOIN SFI I,.I RF COORf,INA-FD VVI H FKA/G A AN :F PAIRF), FF I CR FE_OCATEJ AT TIC CONTRACT P'S Cz'P=NSC. F. C [F LIC S WT I EXISTING V,f CP M,,IIS 1H_ - RECU F- MCI L. ATCN G THE WATER 1AIN SHAI I I U (;RIAL A -D 'AITII -KAF, CONSTTJCT J-ILIT" PYP�FS .S AF-CR C-'-ST1_CT1-N MYTH G FR MAIN PAD- NO SE 'ERA STALL BE T AIIH A III IIMLII VCR IL D. TNCC 18 INCHE BET 'E N -LIE !;IT CF I IF ATE? MAI N! TII- ICT�C--F THE SEWER V,I-EIN II III RO»ILL TO OBT.vI rE 'BOP f .ENT ..AL ID R1 `. AND TF "'AT=R MAIN IE AHOVC RI EWER. M IA F A i -HE SCf [NAON CF b N_'FLS AVD INSTA -HF V�. TFR VIAN SC -I IAA TI - JOIfJTS ARE COUl1= aNT AID AS FAR ASS PASS BLE {HO' LESS HAN 10 'E-I; F:?CM -HE SEWER HE. F Ek MAINS 'I L JE LAID AT L ST 1 FE F FOPI,^.N LY FRO\' N' EXISTING C2 PR. POSES 1 TEI IRE C TALC El DC P ESJREJ EDGED TO ECCED IN CASES AFERE IT IS ,]'I AF_I AL - M. SIN AIV ID F CT SEF FAUCN, I1E EI ER WIN IAf PE NS A1C CSER I, THE �A-ER I k,I I HI HA.I III - IF - )NER M,'+IN IE LAID IFI A S-PERATE TREN,-H OF AN I L=111IFE) L`N -i';IF.I I I.( I, JI.15ID.-5 CA- IE AIATE, AT -US-AN LLl ".T'.ON -1-.AT TH- B01 011 OF TIE 'A -ER 'MAIN IA AT LE- 13 IACFES A T,F THE IOF IF IFI ,I:WI. K. GENERAL LATERAL CONSTRUCTION L IFYIES IF I:�TFAI S ARE BES-O C I ' AIA3__ INFO MATION AT -INE OF JESIGIN CCNFIRM PLLI 3FIG DRAIN I. CATISN FOR CACTI HOLSE BEFORE IN5T'.L -II, 0= VALVE PIT ANC L TI.1LS FI Ivl I „A..Cti ., \ACV FIT" PNJ LAZRALS MJST HAVE N 'IN _R'S 'N P.f-TFV APPROVA T FOB.'- PRCCEEJING. Id I.IK'UM AT -PAL DIANETER THE-- BE D N'HE. ,AIRVAC -IEV11, '( INS -ES (RUELF.:FF �YSIFM)- A MIMvU1.1 0 r INCHE' OF COVFT STALL 3= NAIN A.INE.` OVER IHE L'IEFA- AT THE RIGFT OF WAY IIN NDEX OF DRAWINGS SHEET NUMBER DRAWING NAME / DESCRIPTION LOCATION WITHIN PROJECT 1 COVE' SHEET - LOCATIONI, GE[F-AL N,,-ES. DRAWING IND-F AERIAL P-CTCCRAFH / PHASINS Ll 'N MASTER. VAIN _INE PLAN MAIN I INF PLAY -- 2 !I F 'RCJ ALL=='F-AS-S GF PRCJ-C. ''-IORTI IN/CST SECTION MAIN IINF PIAV VA.N LIFE FLAN VOI?1HCEPIfRA_ SECPOP. 11031H �IDT SECTIO'l .. VAN I IYF -1 AN. "All LIVE -IAN VAN LIVE -_A[, SC_TI IW ST SECT,)', SO_.THC-FINAL SECTION SDJTILAST SECTION 9 10 11 MASTFR SHEET FOR PLAN ANL PRO-I_E PI IAs 0YE 12 FF H .,TREE! =LA. ANC F+GHEE. SECONL A:THHE -_AY AND I,IFILE <' ' sECONc .Elu- -_ N AN3 FFUFILE A SECONC AVEYU- PAN AN-) F40FIFF SECOND SIRE_- F. AN AND -RCFI_E F F H SI$EI STA. 8+42 TS 5+T6 13 COND AVENUE STA +CO T- 3+00 S COND AVERIJ STA. STE( TO 15+D'J 1, 16 3E ..,f.L AJEIU- E -E. '.5+CD 0 2288 FE.CND AVEYI,- S A. 1+ IJ TC 3+0G I01M I AvudLE 'T" 7+. C TO 13+82 1 F. 17 FOLRTIl AvLNUL 'LAY AN' FIEOI I 1 FRONT STREET PLAN AND PdOFIC FRCYT STREET PL;T AND PFOFL= HOI . F D . H VIFF-T F AN All F-:OFI_E Fk 11 .S1 R- T STA. 8+0C TO '14-80 FRCVT STR__T STA. 1+D0 TO 3+3C I OL_ERICI . `, F,FF I SIA- PTO() 10 4+00 19 2C A. Fl< 1 AVENUE F.rI AN.) +ROFIL- FIPST AVENUE FAY .ANC-ROFIL= FIRST "A., JF STA. 1-0C TO 9-00 27 2.- IRST AVENJL IT4, 9+50 TC 17+48 SCCCNC STREET STA. '13+UO TO 19+DC P. RF I AVI.' IT- O+UC' `-j 9+0C `__F. (:UNI. SI-;_ET PL:,N AVD PRCFILE I A_RF1 AVFNUF PI AN AND PRO= LL AE ,)NL SIP''-EI ILA, AVD PRCFILE - 25 SRC(. P.I; STREET STA_ 13+00 TO 19+OY V. DONALD _. STA. 1 CC TC 5+00 VACDONALD A,, STA P 1 CO I,,' 11 I U6 25 2- 23 ?° FOICEJNALD AVENUE PA.V AND PROFL= LI.00DONAI D AVFNL,F P 41 AND PRGF L= FPS SIPEE I -LAN ANC PRO-IIF MALOPIF" 1VENl.E ANC IRCIFLE 'Oc LI,7 S- V IDN S E PLAN VACJUM S-ATIOY LAYOUT - RS1 SIRFFT STA. 1+C; T� i+19 AL�LC:IEY AVE ✓ INC J 35 1 CO _-- - 31 31A --- --- VACJUM SIP.TIOY EL `.ATICINS 315 VACJLM SIA L, I ,FYTIOVS VA1JI,FA STA I;;N 441-TI-M OTL,CN ME:HANCAL --- 71C - 3U 31- - - - `JACULM ATA-(;N FOJDDATICN E-TA L F JACULM _,EWER D- 1,4 L PCUL I SFLIFR 33 64 - --- D -TALS ;' )JACULM SEWER --- - - - ,g S6 D -TALS / `JACULM SEWER D=TAL. ! VACULM SEWER PLAN IS SHOWN FOR GRAPHIC REPRESENTATION ONLY, SEE CONSTRUCTION PLAN SET AND SPECIFICATIONS FOR DETAILED LOCATION AND INSTALLATION OF VACUUM SEWER, ------- Di SEE NSE- T r'�l - (UT��ON ACT A 11 FliIWild c5 � 10 �— FUTURF CONTRACT I L I I I J SEE INSERT 'A' o� aacl MAIN LINE E LIE MAIN LINE 6 MNN LINE F El MAIN LINE L -ci NULE EEE cE L Nr. E __ JF 36 oa 11EILEI-11111 TV 4 GRAPHIC SCALE � �N Nxsm 1 LEGEND --- SEWAGE FLOW - ' --VACUUM SEWER MAIN D1 AMAIN LINE DESIGNATION w Or MAIN LINE SIZE w o o d —STATION �' PROPOSED TANK NUMBER E, AREA REQUIRED TO INSTALL N rn INTERNAL VACUUM TANKS Cam. [�v C Cr LEGEND T, SEWAGE FLOW `- VACUUM SEWER MAIN Di MAIN LINE DESIGNATION N 6" —MAIN LINE SIZE AREA REQUIRED TO INSTALL INTERNAL VACUUM TANKS i VIEW LOCATION W -- - W ----- n -------- u) ------------- - - ----- ---- o ---- -- - -- I � I 4 GRAPHIC SCALE ^ Coln 10> � pw 107q 1I,/ / _ Z U E z o a il� z w J Z a 0 GRAPHIC SCALE i SEWAGE FLOW -VACUUM SEWER MAIN D7-�MAIN LINE DESIGNATION 6 "- MAIN LINE SIZE AREA REOUIRED TC INSTALL INTERNAL VACUUM TANKS VIEW LOCATION ONE W' n pn.a � z z d w z J L il,I 77 w _ E V. �o �— ---- moo -- ----- Z11- _. V, � --- � ----- --- kvEwu� .�� -- ------ � �' - -- 7_� --- -- _-- -- -- ----- _ l-------- ------------- ----,RosyN LAN, ---------- 1---1-- - .- - - 1 O---------- ---- -- �a .aWo. -� - _---- ---_- �- S I ---------------- 7 _- 2No a.VEWE E ONE SEWAGE FLOW .-.-. —VACUUM SEWER MAIN Dl MAIN LINE DESIGNATION 6 '—MAIN LINE SIZE VIEW LOCATION O GRAPHIC SCALE t mm ea �t� a PHASE ONE d"L°m GRAPHIC SCALE LEGEND: SEWAGE FLOW �N --VACUUM SEWER MAIN D1 .—MAIN LINE DESIGNATION 6 — MAIN LINE SIZE i VIEW LOCATION E8 j 1 0'y i SI6 PROPOSED VACUUM /STATION F4 /10 I� \ Z \ I I I z 5 Z Lu M z J W / za w f � m \� a / 3 i LEGEND SEWAGE ELOW --.- VACUUM SEWER MAIN D7 --MAIN LINE DESIGNATION 6 MAIN LINE SIZE AREA REQUIRED TO INSTALL INTERNAL VACUUM TANKS VIEW LOCATION 4 GRAPHIC SCALE min �o"I a 3 � 3 } M C I I NNIINSUi A'AVENU PLAN IS SHOWN FOR GRAPHIC REPRESENTATION ONLY. SEE CONSTRUCTION PLAN SET AND SPECIFICATIONS FOR DETAILED LOCATION AND INSTALLATION OF VACUUM SEWER. SF BEET 26 sLIT t From mm- IN HEET14 = ----------- r _ 1 -- I I r i_' i t Fj_IT I -- SEE SHEET 30 FOR VACUUM STATION SITE .T.. 1+-- FIFTH. A,,E. TH P. -A'JE. -F �l 11 % T suw 11' iI Ali i 1 7 r S+GO 1 0+ —00 12 + 0 0 1 +UJ IMPORTANT NOTES: fry` - - 1 GFNFRAI. hill ITY NOTES: on III I To SCALE: HORIZO— 1' = 30. 0' _ _ , TrvT c - Yi 1 i - v VERT— 1" a wun -' uTi�.L � c:is oxc = 3.0' a[r. 1a o [.v a. [ L o_ au,n_ NL1, 1 rvE..,2 c Eu 11 n- rsn En. � L[n E [ w E .: nN� xaa - I— IlL III 75au 5I e�i LEGEND Pn r, -H Lei I LABLL o IL1-MA "-� I, I- I IMPORTANT NOTES. I ITI'1_� i �111 I 'IT IT 11 Ili "I' li, T .,Ea lic' In 111 _"'E R—AL I�Tl I IT it 'l i, l Ill Till 11 F7'- 111 11- Fll ',11- 1 -­ll 1 11-11 1� L ITl 1111L 1 111 T_ .... ... .. L S11 L il 8,3Ti Ti'l 1111- 1 11T I �IL "L TI I T-IT 1� 1, 1 1-11 1­1 _1�1 T1111 11, Tl T 1— 1 vlll 11111C 11 — TI 11 111 1 11 —T IlIZ0.1- S—I'll I —1i I CA�15 ­11F IT 1� 111T 1111 1A 1i "N rn , ll �l " l l , l3 . ... SCALE HORIZO— ZZI "T4 Zo Al�llll , '. . ..­1 111111 11 1, Tl 11 1 1 — ­11 Tw '11PL111 Ill 1' —11 11 Ill 1,1 'El "Ll' I I'l I IAI 1111 D 1'1� T �' I ill, I 11.11 1 1i " 11T i-11 ll� 1-1 1 1 11— �Hll) _H, i �T li IIITI� I., 11PI T­ l , 111T I LEGEND: �ITFIFI'ITI'1.'111'� FT APFI Ac 117 tfJ Jl;� 14. LLI LLI cl L Qo ca - - - - - - - - - - - - - - — - - - - - - - - - - - - - - - - -- rz4R ri 4 9+00 IMPORTANT NOTES: LT TI I i-or" 1 11c, 12 1 ;JO I cli GENERAL UTILITY NOTES: 14+ 'Q 15 1 00 I FQFNIQ; —z 1 IT1I I 1—1-1 1 �l —- 11-1 111 —T1 TI 11 1 I —A - -1-11 1 1 A-1 I 161�1111 1111I "I IT I� 11- I'll III ll� I -I - l L1 eon. eueo a ILI --IL111 11 11 TI I 1-31 ll sCALE: HORIZO— I" - III) 11—L) ERTI­ 1, 11-1 1,111 lI TI 11TI-L IL-111 a, 1— I'll IALL T., IT I I T T �U-- —11111 L� 7,1 111 -1oar �,7 -[L "TL-II'll TZ IF —R (4) \\IPF+ r 77 -ff TP { IMPORTANT NOTES: SCALE: HORIZONTAL - 30.0' _ _ a �v ° N4" - rbo* vER 1— I - 3.0IF GENERAL UTILITY NOTES'TIE b I/� �n 1 �37 21 22+JIY - v T 1 4 Fo. 2 CJ I �N 3 p a a ..H i 711 \ 0 r/ 2' is O m c a m Ire 2 m o It G a - — — — �— LEGEND: as --lp' k ,,sT I Fii IT IM CIA a. IT, Tz Y11 ITRII a7 T,T "XI `-T L LE -L7 -------- ----- -------- IT 2 K) IMPORTANT NOTES, III IF TlIl 1-1 CI 1-1l 1 -1 IN �Ill 111ILLIL T� E SIII— IN 1111 T, I-Illl 1 11 F11T .,I "I EL, TFI l, v IC -T -o I �E. lILII IT-E I F11 7 1 C",- C, I C�c (T 0 5 + C: r 0 C GENERAL UTILITY NOTES: "T T� IF D -E� 7 I1111 Ll'E 1­1 �, 111-11 1111 LL., LEGEND 11FFI III �-E IPF 6'1�TT' 111-111 z LL cf) b 4 4 2 r t 2 -4 - - - - - - - - - - - - 7i� -4 H - C ❑ f3l00 10 OC 1 1 —0- 1 ­00 IMPORTANT NOTES I, TI ­1 1 x 1­1 Are. or '1 ­111 GENERAL UTILITY NOTES' 11TI I III T 11 la ­T­ TII �Il _T El III '1', 11 11ollEl III El- __ TIlT TI I ­­,l - TI IITII� �T�IT` TII -1, NINE I 1� 1 ­111 1 ll&� IIIIII -II. III 111T � I- 11, 1111 TIIIN 11 ­1 EITI_ N 1111 1 1 ITIl ­­1 ­1 I'LL I I 1IT11 I 1­11TI 11111 "1 �11111 111111L Ll IT"" -1 1,11- Il11 1 11 IIIT, —T 'A' 1­1 ­11 11 ­111 11 11 I,IT IElTlul TI I �ICET 11 T� 'II EI ­A111 I I IIII IlT IlT 1111T IE E TE— TIE ­11 lI IIIEI �PIIEE _Iae TI I —T I.IT"'Ll—I TlI 7.1 —TI—I Sl- I _TEI 11ITIll �l 1 —1- 1-11 11 —1-1 11— 1 TIE llITI.TlI P� I T I 'UP- 1� I III 'ElEl 1�11 I—E ElILL I .1111A 11 111T 1 1— 7 "" I N ­ "LL 11 ­­l I 11 1. 1111 TI ­11EI -1 .,1 T 1-1-5 111TIN 1 11 711 11-1 1 'A' P 'MI LIEE11�11.HZN .118, TXE�'�LT I� 1 1111 1-1 "T1,TE, IEI�ITTI II m 'TM FJM� r (0 '_ , �P 11 + OL L6 T + 0) 3+ 1�44 7— LLI LLJ LLJ cr) `III 1 - &-j , 9 1 4+(,:C)121+CC IMPORTANT NOTES: _NP Tl- IlTl­1111I'C T T �1111­N 1111 TIT III T 11 11—INT L117 N Ilal 7 3 1111 LINLI 111111, 11 'l— IL 11 �, " 11 �,L 11�11�1�1 N 11 >1_1 11 ITT I I- NII 11,T,11 T. N T, NT T-TT—ILL -PIL-1 T� IlL I' IAI 1 ­11: T IT ,�T 11 T_ "T"T'll, �N ONI�,T­STE ,ILL 11 11—ITT T I'll 411 ll,`�Lll_ 11 %1 i I P T 11 Tl _ N, INIIIII 11 111T P-1 P­' iIIIIIII NI "I IT ­N 1� 1,11 1111 CNI —F II'Ll 1­1 1 TI I L11, 'I Ill �T Tl -11T IT I IT Ll I-N I I ­T1111 N� — �IINI il 1­1 11 I ? I C a 1 1 +OC I (--, I -I0 GENERAL UTILITY NOTES: 11 INT-1111 "11I 1 '1­ 11 -1,1�L111" Tl 111.I I' "T Al" T"T"ILL 1-1,T ­­ Tl T. _N il I I INI 11T'I LIN—` Ill 1.11, �� 1-1-111 111L TNTrl) LEGED T 1� - 11 1­7 IT Ils I.Nllll ILL I 111 ­1 lEMTl -IT ` L ­T IN 1T ; ITT 11, LEIT PIT +00 F + 0 "1 IMPORTANT 11,Ll 11 ­1 -114LL 111S I -ILL NOTES: 1-1, 1 11 1% ­11 1 11 IT W—T-1 Iz— 11-I �l -I IIIT I- — TI 111 1, C1,11 11 �c I 111 11 T.1 H111 �111 ZP'I­ 1311,T Il T, I� 1­111 A Ir 11 ­111- -1 .111 ICLI- 11Z TlllI 11111,1,1 1� 110 I �l =1­11 IN 1 ­1 � I �l -1-111C 1- I—LI Z I 'ITIFI'll' 4 + 0 C )+(,r,, 2 + 11 C GENERAL UTILITY NOTES IINI�IFTII "I'LIT 11 YN­ III LAI �Fl­ T', NI -I TI, II �F LL 'III. I Li 111111 IIS ­T­ - I-ILII� 45 �1­ E I LEGEND: — , - IFIITIS IAII Ill� III �IFFT 11 A I IEI I Il 1­1 11 N' L' E N. 11 11111—IIT ­T­ Cl- III F LIl__ S-1: HORIZONTAL 1" 3U' IMPORTANT NOTES: ITHIIIIII N-1 111 T 1� 1111 —1— �Ill -11 1,11T' 'LL II II 'I 11- 'I - 11 P—TIIII T ­1 11 �01� 1011-111 H �L HIL 11 11 lll� 11- 11 TI .1 1.-1 lILll III 171 T­ 1� Il ­1 11 I -IT 1 1111 I _3 2+ 1) 5+0C 4+00 GENERAL UTILITY NOTES. T-I'lTI III ­­ -1—L "I IL TI —ITI.T­ 1— Tc al 11 -111 1-T ­11- 1 II-E . .... ... .. T 1111 T.1" 1, T'l III III I I I, IS-1111S, I E_ ,ILI S11111 LEGEND 1 1 IT I 1 1-1 HI I 1 ­11 11T 11611.�I, WlIT' I I. IT,'l IT ELI III � A III.. f.- u � o Eo — ---- = a� 4 I 1+VO ; i-oo +co 4l M IMPORTANT NOTES —oo e+cG I GENERAL UTILITY NOTES: ,..w., .,Fll IL —lz e Tim Tr_ a+ 0 LEGEND. + I J0 I V, LT, 41 IMPORTANT NOTES IT -s I s' L' MLI. L �JE� 1� 1�1'11 IT Ll 1 1-1 Z� 'ITT M TL'T �111 TO's9 FTTTA��— T' Vl, 1-- LL1,T 1111 1.1, T1 �I�L I lr T- TE11' TV 1 TV —111 11— 1-111L "I T 11 1.-1 .11— T lL 11L -11TIL TT 11 — —1-IL 'I 1 11— 111 s IF—E TI—H sl III -'I F L—ElL �11 -E —E 1 1, 'L1-1 11- 1�111 11-1 1111 T S_' ", TI I I I ILL 1 HORIZONTAL 1 S1 -Tyre 111111111' 1 -.T �11—TLV 1-- VERTICAL —E� '11',I1 1111 —LI 11 " IINV VERTICAL "�T -IE —IR 1 -11 1 `1'J1E"TECss�1,`l, ��TTT 1' TV s' " GENERAL UTILITY 110T'1*1 'D 'L Ll�- ITILITI ST ElL TL —11, -11 "'T I'll 'T 1 —111 VTIT117 'LL 1E 11—T 11 -El" �IIVI'l 11 TV ILL Is 1— T—TI �'l LlATL I L" 7 TI 1E I - ITI,� ILI T IT-111 IT "IIIT1111TI LEGEND: ) T11F T1.1 LIL L—L I IL I I Ll 11, -T TT LAB-L III LL W W T w W I C 4 N w w UI - - -2 - L - - IMPORTANT NOTES GENERAL UTILITY NOTES. LEGENDSI,S IT F 0 1 CO C+')C Ana I I I VI (4) I E175d, + MPORTANT NOTES �411, IF 1111 �IIEI 1, 11,1 EIIIIEII LIFI 11 11 1111LI ILL I TI 11 TI Ill I Elle Fl— 1 11 1111111 111 L11t lIFIL111, 11FI, GENERAL UTILITY NOTE Ill I T' . . ...... LEGEND: 1E EIEI ELL 1�1­ ­11 111111—re 1 1.. FEE. -1IEI—E.E,T .1 C.1 Z1.111EI T �111 .11 Ell "A' 1� 1111 �FTIIIFIL ILL Ill 11- ��F­­ — L —1 IFF, 111 11 1 11l I �1 _ L F11 1,1 1 TEI.L, 1�1w­ 1111,11 IF LAI 11— IE CIT11I III- T 31 LL — FILL, E�FIETII �­Ll 1111 11- 11 — E_ _� E lL IIFEII� 11 11� - LEE ­1 FIll E FE' 111 SIl -E-1 1. LILI T I LET T� I I FCCT -,E-1-1 -­ Ill .1cl EA11 JeL 111 � ­1111111 11 'Ll— �1,, � lIll -1.1 IITI 1­1� I , 111— 1 T I Ill Ip- ELL, —C, c 1, 1— IEFEI T11-THEE- ­­111 .1, 111A­ !IT 1 11 1 I IFITI­ 1. ­E1 1­1 1. 11 N��E IF`,,"�,,LE`A' j�LFC1,1T�IT'lFT; 11, 11, T11, E ILI. Ll I�FAE.,,�,T,11 1,LF11 11— I -El 11li FNE ITIll—I 1`1E _ , " 'T Ill EE _' 1111 1 1 1 LE F. 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P,SEFF\ \ C_ \Q\\ \k T IFUL, o.4.�02T _z.UP— 1 ) ��I✓ fs TPF L I F2J. vv y \ 1 � EL Re S / IS RE 9 �;rinbh PLAN VIEW -L-riHNOH e u,� VACUUM STATION NOTES ER III EL BP _ L e u..,, (1,1 _E �rn IaL.v 4TE LOCKED,,. 4 _IT OFt R E L ., .. - ARREOI-nL BE E.,PPI IET. Tx ERPL PIE E 1DIIFRCCC - S u.. . _ .. N„ � Fv ]H+t1 n> 1 1R. LF FTR 121 V CIN RBL POBER g PROFILE VIEW DETAIL A a drrna ELECTRICAL BLOCK DIAGRAM W6 Z Q t Z E Q 10 o CC O ¢ 3 a co 0 a cr RIGHT ELEVATION sca° � wr�vsecr !4 LEFT ELEVATION REAR ELEVATION FKUNT ELEVATION 3 a ELEVATION=16.67- VFN]FOAtwuWMfmFRT � rymxl5, e� ,, rwia0 �au,EauluxNUMSo£Fn ik N EKCFFTA59KWMa]PUN _ � d' s[F) w a a aQ a�+ rrcaner�re&oar ---- 3 a m'" I Faw FLASHED —OR ELF-014 5.B "FIE714 ECTION 'A —A' W J F QN Er � �Kco w BEARING 3 EVATION=15.OT Y 4 WEC 0 FINISH GRADE "" FINISHED FLOOR ELEVATION= 5.074 ,ice i��i��": L• " �� ��i.�����i��i������ SECTION 'B—B' 3113, 3S LEGEND goErvGTEaWauFawiGHEown�,o� ceNOTra w>=a�mET�voVrtET y� oExart9 wnuaVnicn oExoieasw TawncxH 's oENo,Easw.Y-0�rvu,EaawRGH �` UErvoi[SwFnmERFnWFswrtox cexoTEewnu Ucuxru�R� R UExomA aGUNoaa c�F.95 FwTUIE �ENGTEa�HGRG�w=aGF��uw °�GHTGGa,ao ¢ ° H,IN�aYa,a, GH,a�iaoE oaR,ixImGHNNGa.I �� aENG�aa�IEa�a�l .roaE.o W LIGHT. aoo o viaiiiir _IFi ELECTRICAL LIGHTING PLAN _ELECTRICAL POWER PLAN TRUSS CONNECTION NOTE. II ISE ple 16 a mHF xo ooxavwau 4 WE UM aHUH 210 ECN OIao —E. To SE al USE W`axuHzeo ei.Eeoxava�a �olaTa�waEa .I Fi Iw�oI�FEawwG�iUa� �roEHn�W.aETa,�HW�GHIF �a,a�Eq� HTA 19 WLING SPECS IJ mRAL USE E-10d NAILS �TRlIS5E3 �/ J C/////// 0 err err/ I� �rrrrrrrr/ F- l n rrrrrrrn q n _FINISHED FLOOR U wiur�ci"a"cwErx ELEVAT ON sE� 41yr o W/MM// o — — — — — — — — — — — — — — FLOOR PLAN GENERAL NOTESI IH FOUNUA710rvoE9lGq wey meOHUI`EA ENai.HE [anlHo ao vic[eII C+Ic �ooxmnClW+rovERlrvu ouErewN valor iocoNeiauciaNa. IS U[IXCaEm CONixno R.11=ZYPEEa._-.1 E"'1"" al �Grvvar orvxlw,Gioo xaim°wa°:w H°PEXUG oirwF>,aiols csl iTsTHEGGUNmAaTGaa ORRE GxsIaILOrcMIIECKmEeEauxa TMSo_ aoa�,..avmoMasiGxg FaiGaro „IG a�GE'IT ...U"Ell PoNal:. 'ILIllI III AREASCHEDULE 1 TOTAL 338.00 30. FT. l TIE BEAM SCHEDULE '1,". WEC 'HALL C01 I /P 'VV,r,,LL \\ k ;C P_EN PR-PE-L-R FAN _ _-- _ -DAMPER CJP.RD UARL' CLE=RP.NCC I1H1 F 'A ) SHE DI-1-1 GRAVITY STF IAPd IEL SHJIILP ST-EL AAC_E� WALL J S,. PPC PT PROPELLER FAN DETAIL E--1: PFNV V=PITILATDH MODEL BF E US 4 P 15.000 CFVI I- 0.1I C . -,AN _ II� VO-T/PHP,SF= Z-=,0/'I O'IIODS - WALL MOUVT AR, CS -A "s010P S DC r,.f,R I EAC-UHAL I DAfV-'E<' DAMPER GUAPD ANC PT^MAT-,^.TOPE COATING Dk -AN A1I1D AL_ CVIdP0)I E\TJ. OH AP=ECvER EOLAL CONCRETE BLACK VVALL % SST ;'OKCG_ L ANCHORS / (TYPI:;AL� i I C AC ' SEA— ALL r\POLND. (TYPCA_; HL HILL, Pd GFf 'CRFFN �' AIR FLOVV ` 1 STCZMPR)FF IN VT LOUVER INTAKE LOUVER DETAIL L 1 48" v 481 APS-RAFM PPDEWJ --S IAMEL CAIa48 I „MI:AUlvl LOUVCP OP A—P--✓ED EQUAL PPL ELLER TG L )I..VFi E YArl E 'A FP,N FI U- NI IIM J'V nA1A_TEP r N. nE_ 1' z0 4" EF-1 MECHANICAL PLAN PILING GENERAL OZ TEST SETTING our ERECTION LE✓fL5 NK� 8wvxe a� n ---- --- - I FRI, I I li I L y— — — — — — — D— - ui „are v\ I L- rAImug W i LL� ' �rT'r - m Ili 1 TILE ruu4i - IF ­ SECTION A -A ✓ACUUM TANK FOUNDA 7/0N PLAN _,c c PILE TO FOOTING CAP INDENT I E/AII F 0 U N DFA. r.,. O N rS Oo L Azv-v;.o SECTiGIV 6-B VACUUhA TANK .............. FOUNDATION PLAN T'J -11IT T111L Pow L 11, Al Cl Cl IF- CDNTRAC­ TO RT-LT- P 0 .....EX'RU'I IN-' I.l ITME 2 Zo FIlll CLCVA II.N.. I 1-�l 11 1 F1�15p 2IZ,; 11,111 7TIL, 7 v, vlc It LI— ERVACUJNI_��INS �I-LWO 3 FRENCE PURPL�L�j -E PqEJE:l ENC INE R -XACT N 1-1— �N- E " F 11 T111 4 Ol IT�11'!!Al � p 36 1S p _NCN IE DKLVE_ 4Rll '�kKENL 3 s _ ,. , -�.-� U e /vim 3GCI 1 LU CTETE SHE_ -DII ES FINE PAR<IV6 F 1F ITF 1 KS J HFLT RE 4' 'i 'I'1] PS- CIJNC2L-L 1 /,N� CJT j T❑ ULL JRF4 D A9YL DFLI E' 5 HN7 'HR<]VC `IE .1P' t T rK __?. ES �I.D EDCES / f VyL:/ �` -�.. S FT SUD IN GRASSED ADEAS KSDE HNO\ ^.I oJTCE o L FIT or-� '.Y, 1 g E3SCTE I El ass T�I1. I_ �LII,� �. , %� aF Rw .o "�. - - F_❑WNELE FI_L FLSFEC III O - - ,, e'er _ = -- M THEII 1 FORD DRI ti4 SELE',1P_< ANn ouuER.e a ou VU F D FI_I I ❑F _S-D BE r-S IIJ F J= 4 ITh RIPY _3 + IN rR ss. T GRF _'s ELTS nE RIB T o l M ERIHE SHE_ EE FREH ]F R❑C "_AY —tinier ^LL J FrE_ DF REC< AY < " n ��' aIP NO- F TEE C SINC C EXTEND A MINII'UM EF _. f�VO DR fl �C M\TE2_ L. CCN'. TC 98% EF FIl IFt' 4'R.-I.DIE R. VAR�FS � AND FT- fI IHT- R L cEVPAET T1 ANDIET D PROCTOR IFST FFL rS FFk 11 C IKSr-L I c F. ] �E-I IFN - a $ 1 YL IINH I1E LLE -F N T. I'-`d SUPP❑R SPA JCS WILL R! ]-II TV IITT C�,IIN- F F IRFD I,N) K k IAD ONLY, 12, OR o aB ��W 6 JLI-111_ NTI lh 1111. ],J]TIPL ?I�E BACKFIL'_FBI U,3 o�p� nER<-„I> - r ITeLnT ,., TEFL - TYP l JAY AN-bCRE LETS KPTFRI . F F FRFF f'.F F('K J.. ' - 7 1woo; E' -CDNT C '_1R EPTIDN J---H Fll ;l\FFR aNNNllvAl_ 'KELK IE EP IEVCEMEVT- �NIN ��H- ED - IB ABD ERG MAX f'IPC ❑D - 4" TFFEJI1 NIS E I L MILLERSTALL X ' ] . CT HIN ❑ NDDICED TEST FRED. —Y,ICAL _. ..]1 'RnCTCR AS °ER SECS/IVSPECTDR LISLRETI]E ' o 0 TRCVCH SECT--N T Y IITRVNCF WIT-H FOR F ST❑RAT-❑N. EJ SIZE TH-SE LI`11R SHALT_ BE -S—D GI LIJNIiALIIJK'S LYFENS_ 0 5 N I- 3 -n^ MIN, I ITI-S _THER I'F CELF 20. .. Ll D e I sE_ TYPE roL rRF lce A -FT Z O rn N RACUUM MAIN SJF-ERT IfF❑RMATI➢N Q o� IL i G❑f.(:RF TF N N 'P1 _ U I ILI I Y CKLISSIVS 12 NI TEAL Dac<r-_LL - - F I E 1LI rJF F" - 0 N FIFE o,D. HH - 0" ai --� - z1souaRE Nur I IB" MIN, 36' MI V� I r i cas o I ➢ tl TABLE 'v L E BL;. AlC L LRn DE ­'LT C.AS UL VA _,- _ TY�-CAL Tf'-`J�II SC TIDIJ :MULTI LIME; IT =- 3 j_NCRAL NOILS Puel IT. R r,HT NO WAY ,F DT,TISION DIrvLVL �;NE Lr— ILNAL GpLCE Tam LIFT . SI.KVI IIN,S AE T,F�e .�., p.µ�. F F 4 -BL'd� S_❑F- PPE 3ET WEEN \- L1ETS SEE;�H EELE \'/ ro nur„n E L L 3 IAI L :r C !. C TN EB LFT: .0 0. F a I' - �xnc TrTT� .f ..�. ER �J Ec ,ry o. -- - F--.. IF _ ; �� ) -� _ L / II-LFIAmFENi MAi CRT.. nl_➢. R2 NFS1 FL _IZ E - EL IJSSLv'L. 3Fn NCII CLHNLL IIIJIIS .iL ?V ILL L1KL IJI1 -El N[\FCTI-N T] VAIN: 3'-0' MAX i IN Al �_J oN. IFi T L' ] H ❑ RISING TFN F IF uFllu - '' H.L.'F F To .nr .ec <vr....r ,-o. . v E ll ­L 1111 u, 111_1 IL rx., t _ rc...,c,ea TO ccr n[.i oN ire i I_d[ a._r. SLOPE S�HELu_E USE 1, C EER S-N E -EEPl-R A B. �✓= N I TITS 113 - THIS LE'lGTH - - ♦ It,] 7IS Tr, f,CE, -E J2' _0'- -S Lc- 1 PASS ]IA. S❑Lin Mllll. C2F1- F AT'TFIN. ❑ -R TFAf: --IS SH. II S-f1EET,.l E✓ Ni IOH A 1^L_ 1NJ_I:A USE, WH=\ T_OT B_TWE-N -.+- USE Or'/- S II=F. _ � __F"S. I Ch I A I 4V1) SI [IPL SCF-F➢J_F e - R=a�i a:°a��,eyea• o. 32,36 as_F, =Ew_� M.1� ��� '\K �I ✓F cl1Lr �I'4ycH -O MI N LE: THICnoN �� FZEM A ELF WYE SIZE A. 3 C NVF-RT 4 2 _ - F 16' y ix8 6 133 fii e 1557 '.2' 8 . A 1�1" __ 9/1G' - L30 3 ? 1 ^..J9' Cx 1 V i1.92` I.59' x D x t 6 13/16" 19.13" I.51' 0 i ., .., 3' I12 x IJ x ll i - A_TERNPTF V4CUL 1 ZRANCH. 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