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Monte Carlo Beach (AKA Atlantic View) 31671-31673
si i r U T I L I T I E S S I T E TO BE CONSTRUCTED IN PHASE I 0 LO .t. — IM -n i 1 I I i I j I I t I U V VQ�� I ---- — — -- -- --- nn nC?n f 1 Leo Q O O MANGROVE AVAILABLE Q 0 UO Q i RETENTION POND &0n(00 SITE n Co CO Co M III O r N PRESERVATION C000O�O 'I a0I L n On.,On 3 5 _DRAINAGE CONCEPT BUILDING CRITERIA 155, 65' Parking decks will be sloped to — �-- ------ ---------------{--- _.____�__.__ collect storm water and divert Number of buildings - - - - - - - ' it to any of five available Number of units per floor - - - - h retention pond areas via below Number of units per bldg. - I grade piping. Site will be (all two bedroom) ,radeu as to allow runoff to Total number of units - - - - - 306 'low ndturally to retention Total number of floors per bldg is iund. Total bldg. height - - - - - - lFn- Total floor area per floor +1?1492 ->n ft 2) A two foot hedge in the 10' landscaped l. Akk1NG kUTotal non residental floor strip on the property lines bordering St. - -. �_1W_Ml-N__ I. area per floor - - - - - - - 1n rt Rd. A-1-A. Total non residental floor All alterations to >I A A ,,hall area of ground floor - - --+13,49 i One tree every 75 linear feet on the meet all D.0.1. r, ,ii,i,.(�,. 1-ett turn iii' landscaped strip on the North and Idne and decelerate. -.I, ones will be `Iuuth property lines. provided. ( LANDSCAPING REQUIRLML_NiS i a_ A six foot hedge on the 101wide land - Number of parking spaces required fur All landscaping shall be performed in ,cdped strip on the North and South 3U6 units = 612. accordance with the St. Lucie County ,iroperty lines. Landscaping ordinance. Nuniber of spaces provided per building I one ,4uare root of interior landscap- Ul. The followiny will be provided as a mini- -r3 tui every 46 square feet of vehicular MUM, but not limited to: pace lutal number of spares provided - 61". tree every 30 linear feet in the one tree tut each IOU square feet of �4. utai handicapped spates -- 2 r q soaped strip on the property lines interioIdndscdpinII Oned, Rd. A-1-A. ' -�YW1H4ar�.tifrMrr.'RVViS?+N 3YRl'.ey— _ to], �F Mifl—T of I AVAILABLE o 3 RETENTIOIN POND SII E i O � N 1 J o � 35 ill5 — tea— _v ✓— ... ...-�_.—. Y w..,.._ 1 � 20050' 132.33' 200' 347.33' SITE S C A L E PLAN 1'=50r-0a CONSTRUCTION SCHEDULE PHASE I- To begin Nov. 1981, completion Feb. 1983 PHASE II- To begin May 1982, completion Feb. _984 PHASE III- To begin Nov. 1982, completion Feb.-1984 904t I I 1 i 1 0 PRESENT ZONING AND DENSITY R4A Zoning= 67.64 ac @5 units/ac= 338.2 units HUTCHINSON ISLAND PLAN CT Zoning= 24.3 ac @18 units/ac 437.4 units RL Zoning= 43.34 ac @5 units/ac 216.7 units Total units allowed --------------- 654.1 units PROPOSED PROJECT DENSITY 306 units - 67.64 acres= 4.52.units/ac SITE COVERAGE Building Coverage .3 96 acres= 5.85% Open Space 63.68 acres= 94.15% `p VT < J J W O a 0 z m ° Q Z x J 3 � � a w � x ° v pp LU M Co N ri tf a N O W a W ° a —c 0 J UW v 4 LU 0 U Mz ° W v J m Mcew N Wa= o� N W a 0 D J o J U LL z z QO U W Co Q J f— O z z � J (moo) z O rn W Z x U Z C O c z SHEET NUMBER Al OF 20 -;-rowa Vamcam ir 14-'- o0l &-T NO' "X K V4"", �Lvi lir gy, Orr, AI MDR,, i 1143 1,- rAl AWN %I 444=44� IN IQ tiiAt P4� -3i, ��X;t, "'1 7, 0. :10 % 0- % it r 01 rr 4,i - Jlm�w itt 7�1 ;Ij . ... .. 7, 'I"" 'iL �-�r "p� "'i IM, 3 1 A� IN "A pl� AI 159 a- 0"I",-N., *NP 6 I'T"',ta p-il 11 fAl"'01M ;p w lk '5- ITO, It -if -Q;, GAME ROOM M E C H A N I C A L tk M A I 77 7 IF:_ IQ' Xlill,� —It N' �g t" �K` n 0 N t 4 TZOUQ , FLJOIZ 0 UM 0 F F I C E H F%-. E X I T 0 i + I�Q, MOWER & PO 0 L STORAG k) I" I I , � e, , I '�,fr g zI *qS, or -0 SECT --v TRASH Al .................. RIN 71,7-,�: 0 "LL ;IT 71 5 'd STORAGE ELEVATOR LOBBY -E A F SWITCHG A 2 �a' VAULT 0 to t "�! JIT;I�jj lit! 794TM4 4 NpLaa "Ag iO&Av v 'Q� ell �z U� BAR E X E X E WOMFN M , V, ro -'T -a �W, Ar MA44 t 4'- be 4 "C' -,,I 2, 0, 13 Q Y Il,' Y P, Ilk QI-w jQit"", iO C I A L ROOM R", c 30 sill 11101M aQ', f T, ]"x Top=— Viot En' Z", A, I 1 1 t & rA 4 3 '4�1 a 0, Y� Mpl' w L 1:1 L A N A T ENTRANCE A GROUND FLOOR PLAN W I'A 1:R S C A L E 1 8 0 Z —0 0 > IIJ Co z -0 -N LLJ D .j Lu LLJ Z) 000% u .j ILL z < 0 z 0 01) z LJJX z A*W4kk T ff I A- OZ 1 -4 .1 1. �s I C�c— - H;_ T N UM B E R A2 0 F 20, n - T"T"PICAL- - FLOOR P S C A L E 1, R ws , I 11,,..1 -11, 1 ;11 1 ---- - '.-j it - I -♦- A sr x CANOPY SECTION SECTION AT BALCONY SCALE a SCALE 3 4 1 o W�P -g ""g n to A J, A I., �W #�A V: �'b" Awi 44, u 25 7 j4" 0 g, w4wK9 � 4"-24Zr"A' i ;: j: i: I mjlj� 2� Ina"11 "m �q lie CANOPY ROO F PLAN SCALE i o il?E�O ... .. wAA4Og Vt ok'4* �sn**X�' -'W-111�11 E: ro A , �4f -�Zn�14 P11 kmo� 1 31, u- _D; LIJ co Qh z C) F- z 0 z SHEET NUMBER A 3 0 F 20 ktY I�ppM,i. tQ` K S 1 4 r Yf`} JrY�r",,s:.Iisri4Cra4m`Nn :bra �y,` ',rt/n .> "�l Q f I r ...fie I ... w , 4o Vol T 1 &'Y§�i IYt i49�Art'�"ah uNEs TO 5c Ym}N7cv wy b T2thFFFr' MAR-W.tNG pAf M7. } � i 'E � x'�..e �" �}� 6 k f R Aa L°y4 t r.-_ 'v@rs tvi ypr�' .1 ,l+t� 4 ,�.i� ��"F.. .r�"i b � � u �,} E A zMY.C�^r 1 hY "•,', 1 i' ^' k * fi" 4v Y �� A �n t'. ��i •t. ..'r ,. 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UJJIT TYPE "A",, CLOSET' �_�. ----------- LAVING I I A AR CORRIDOR ELEVAT( LOBBY pw, ENTRY L O,S E T , ,A mm TEI iC�ST61ZIA'GE DINING UNIT TY BED R 0 3 "g;; ............. ----- UAC 1. IA; 4' 1� W/o LAUNDR Sj C L 0 S E T MASTER BEDROOM 11-5 `7111 N I T A, TYP oll -R, n Saw T Y P, UNIT TYPE A _49w9rR 1�_IYA 4K a _m 0 1 0 z 0 ul LLJ MF t00%% LL 10 OIL cr z LLJ A AMIL 0, TYPI S C A L E_m APARTMENT PLANS 1140= 1 `ON SHEET NUMBER A7 OF 20)j ov I 7t�=,N N, 7 I. 03 no tf::4 �TVT , -- ---- " I'll ylm , Fo, ROOF PLAN $CALE 1 a V — t ELEVATOR MACHINE ROOM i. N. ti IN, MAIN ROOF �m ❑ VI O I ❑ 0 oc Lu lJ 8TH FLOOR ELEVATOR i cr C, SHAFT sr, 0 z"j - A ui YZ F T I dof 44— 4� 1"i - -, miiris Z YIN, Q RN wm7p SECTION SCALE S H E E T MIZI -;916 N NUMBER Ag OF al. HcXti ISM 20, 07- E-J illIt l"-"N"U7l -11'4 Z' W E S T 'F N FIN ELEVATION W-1 SCALE 4 11": "A' I is "ll" , V 3/ 3 2 All TM'% '40 ry LLI 0 LLmom Lu (n Oto ®. r SHE ET NUMBER A10 OF py ' a zr x e <, a, ■ a t < ��s ea � ' {••.v �Fb � #T � a. +j` a„ Pk 6 �h`a i - '�` i f'it% �¢�, �v 1 R Y i by k r x r tS a t 'tiw� �`:J�.:_ ..,•o . C<. .•VIYv .i pa.. �' r +e. i :p vyV iF'b xnR 1I. ,: �rar �^ '-'NF ITS h,' iw R A TRASH N \/�� CHU CH .. �. T ■ E DETAIL A SCALE 3/4'-l' 0', a�xy 0 axe cs J LL } i LLJ :u LLJ _3 u U. AV O Z Lu a 2 00 SHEET NUMBER A1� F. 20 .mmmm.e i SOUTH ELEVATION SCALE 3/32'=1'-0' ......... LMMI.- l. .1 ! BALCONY RAIL DETAIL SCALE 3 / 4 ' - 1 ' — () 0 STAIR DETAIL SCALE 3 / 4 ' - 1 ' — 0 a 4 NZ 4,r, & �,. s .�, _< rra �I;::,;.Y +v z$, .4s. c i�r..�xwr' '�; <; Y1 r 4a '-d. tzn.�.£' �, "s. ..nry�i `{ E =.m (yam J TYP. CANT DETAIL ELEVATOR & STAIR TOWER ROOF SCALE 1 1/26= V-0 ' c NP L A,�, rZ_ E Li L -T V, A ij D.S. & SPLASHBLOCK gI v OM LU zv OM SHE E I N U M B 'k A14 OE 1120 ■ ii O ALUM. 55-rolzrFIZON-T a DOOR WINDOW SCH T TYPES 1 /4ff=l '-ON aI 42- 00 00 40/ ALUM. S70G_EF20NT ALUM- S-TOj4EFZOK-T EDULE 1/4'= I DOOR SCHEDULE m A LL lC 5 I I F- T k IC V— TYPE MATERIAL FRAME qDw,rvouf- REMARKS o" x A WOOD METAL I 2o MIN. L4i5EL A WDOC, Mr.-rA L 2 01-L &A lz L,Rr.L A, woo c> METAL 5 1 W rZ I,- E L -3-0 x A WOOF 1 METAL 1 L�AIE5CL A 0 0 r-� KIZ74. L "r?. L&;5r L 1 A Woo[> Mg76 L 4 20 MIN. LAP5EL Imo¢ A WOOD VIF-Ttl- 1 pw- LA15FL r 13/8 D WooO p m! - w U u (q Z'- 4: WOOD FILE. W-UNr, 10, 3/6- E WOOD WOOD 12 x a F- WOOD wo 0 r;) 12. x G,- 8" 1 p v400r.> DV--tW4LL BY LXX>T7- MFR. LouvEmVc, ?,I-FoLc> 1 1/5 rz WOOrO Or<y We L L BY DooQ IAFQ LOL-vV-P-IlZD Pal -FOLD 14- 42- 6' x -t' - 4-, 1 I/a Is Woo p DPXW&LL byvolAL MFV. LOUVERED F,!-FOLD L ALUM. DOC IZ MF2 SLI6%Nq 17 q, m ALUM. ALUM, PY PO,0, V4 FSE . 0 S L 1 0 1 N Ir CLASS GlOOIZS 12, C)" N ALUM. ALUM pxv- MFV sLI D I " r c4LA55 DOozlS 19 -v-d- x 6" 1 A 0/-L i42. L&15ZL Zo, Or r , 1 A wooul tA&-r/.L 4 tr -L 11 1 73/¢' A WOO tAVT & L 5 22� 0", a'- b" 5 WOOD METAL 7 woorU META L 24) A woor, METAL lag L& eE L A Woop ME74L Li A WOOD METAL ID A Wocc META L 10 .61 , 3 -c;' 344 A WOOD METAL 4- Frz F AI -um. ALUM D,xOQ- mFrt- STOZI! r-W.ON7 ALUM, ALUM F'�,r Doom rA FV-, STC> Re F W-,-) H ALUM, ALUM. Dy E;OOM M F rZ., S70r4F-FV-0tA7 ALUM, ALU M. BY DOOR #AFv -,To r�-V-- F re.- N 'T PIZ 4LOIA. PLUM. 13 FULL LOUVERED WIT -FL 11J'EcT C;' -7'-0" 1 -3/4 ALUM. ALUM. 14 FULL LouvcIZED ki-4 INIcct Sc-(Mr14 1 -3/4 T ALUM. AI -OM, Is Fu L.L LOL\j V.V C-0 'vb-4 IVIsr S--R RE It 37) -7 pp. 3 0, -0 1 '42, T ALUM 14 FULL LOUVERED f I 38 PR. I'- G" - 4'-o" I .. / ?Lb,TIC LAM WOOD 16 Doue5LE- ACTI 14 /39) )'-/4-" T ALUM. ALUM. 115 FULL LOLL iMPRrC> 1 1 1 t A WOOD METAL Pa. L&.--r L 42 3,- 6' A IAOOV> METAL 17 1'/L"V-, L4F--IZL. 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(FT.HD) COMPRESSOR BLOWER UNIT TOTAL FEED WIRE SIZE FUSE SIZE REMARKS EER R.L.A. VOLTS PH. H.P. F.L.A. L.R.A. I o, o0o 0905 335 O 9 3 12 85 95 74900 Z, 7 5.0 5.7 20g 1 112 13. 7 20.9 I'd 15 PS. Z 27,00n 3�,000 1750 0 2.29 3 1Z 955 95 20,000 7,/ Ig.0 12.9 208 1 14 107 54 12 25 11.5 34,00o 44,000 120o o - 3 12 85 95 25 34>10 8.9 11.8 17.1 Zo6 1 /3 13.7 6�9 12 35 1 1 " 41, 500 53, 500 1500 0 - 3 I Z 1955 95 31, 0o0 10. 5 175 19.1 206 1 Y2 17 9 55.5 10 40 1 1. 52,Ooo 1p3,000 1 700 O 4.1 d 3 12 £35 175 3Co, 400 3.0 19.0 23.5 208 1 `i4 50. 4 1,42 63 5O <�o1,o00 78,000 1450 0 4.14 1 3 12 85 45 42700 11.0 10.0 561.5 24 PO ( 14 37.4 193 cp C,o 9.1 GENERAL FAN SCHEDULE UNIT NO. SELECTION BASED ON CFM T.S.R. IN. H2O FAN R.P.M. MOTOR DATA DRIVE CURB DISCONNEC AUTO. DAMPER DUCT CONNECTION MAKE MODEL H.P. R.P.M. V. PH. 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[ I GROUND FLOOR A.C.PLAN L F �-- I h ----► 14 X ee GD-12 Soo :.a.b LoLJVEF} 3a"x3o" cr O U_ F U Z 0 w V m W U J ON 1- O z J U h - Z 0 W N Z S U F x r O r SHEET NUMBER M-2 OF a , ' :': ,. , ti.: r _?«, , , .� i,'" ia.,.,,+.. ;. "?; ,r fin_•r. +-*. ?u'.��`Ys .M. xs.. M A sx,,.e, >r v'.� ww`.N" _ APT. ,eB_2„ N "' d 'F TWT- 1Y loo v x I 9 9 ELEV. LOBBY V ' i 0 BATH j SV I ' w_x BEDROOM 2 V] i ,� 4 4 DRYER VENT4,11m. .; rrN \ .. 'wm ��iY 1".� i.' � L f.' - 2NR RATED RETURh1 (� AIP% PLEQUIVI rli rt W Okr�l �aa 3$.Ke. R6ruRu AIFW, IZ x� oveuir.ly, T i� w6 j p y i J 'A6 5O"J B LL 2 X I I (e5 A PROVIDE GRILLE AT 4rw q LM 4 13rM FLOORS IQ I 150TH STCIRTo WER. KITCHEN _.. _.. q _ LIVING Rw APT. "A—" rcxro —� 'BA T 3% X 10 L cTA BEDROOM 1 A T H ~— r2l 3ex10 G 10 1c Sx4 14X10 STORAGE \9 X 10 METER ROOM ER _ "In I w„w ✓ 4 �¢ as A 9 may""&€ 44M 0111 1 11 N t� 4Y1 LIVING - • • TCHEN .. BDRM. #1 BDRM. #2 . GR. M GR. CFM GR. CD-1 2lgi 0 $i1-1' 190 SD-2 250 SD-3 A-2 s8-18th CD-1 2@250 SD-1 230 SD-2 300 SD-3 A-2 2n 2@290 SD-1 265 SD-2 350 B-2 18 2@325 SD-3 300 SD-3 300 SD-3 B-2 2nd-1 C 4 200 CD-2 2@275 SD-1 250 SD-3 250 SD-3 A-3 18th AC-5 250 CD-1 2@290 SD-1 265 SD-2 350 SD-3 A-3 3rd-18th AC-4 220 CD-1 2@250 SD-1 230 SD-2 300 SD-3 A-3 2nd AC-5 250 CD-1 2@290 SD-1 265 SD-2 350 SD-3 A-4 18th AC-4 220 CD-1 2@250 SD-1 230 SD-2 300 SD-3 A-4 2nd-17th AC-3 190 CD-1 2@210 SD-1 190 SD-2 250 SD-3 B-1 2nd 1.8th AC-2 140 CD-3 2@150 -4 150 SD-4 150 SD-4 JJOTE: " APT. EXFI. FANS P'ROvIDEv f 1"'l T-&L GONY. DL16T\\109K PbY t.AE4:". ccp L r >a. a U x 4 w U 0 a z J U Z In W z U H z 7 S o= TYPICAL APARTMENT A.C. PLAN 1/4":1'—Q' »rr v � ry ® � ynY MYPl4 rk ki$ J I _Go 3 �3RD /, SF 2Y2 II U GN ' I I V_ S .7,...�'ir�tlr#'kwR I / I 9 ij Er ' allowdYw r �Ma •n ..:� T t+Cu'�^i _. w a ^�sj'«e�p b ru1 ����"�"� ^� IMP N. vw rvaza 4—EXHAUST SHAFT GOOSENECK —TYPICAL �•9`"sia > � d Y'�rp„ n yr�� Shk ��Yra"S'p ���, n. - m ut ° .�$, zL i�i a�m. .b�'kW.g"i:' S� i. r $, ,,4d�, '' �� �i�` .. 'z��* .,� ..-r m.. • ?.�i '4! . .'pJ'k,.,.•''�ayp'�' 7°F�fdwn, r I15 sm''S ? a x .'r ate tdS yr"'8" dr sd r m�," 'x'n�' sr. eBA v I'H [+isrtlr m aF wfn��.=F`y[ih IZ 8�& o ..._tr' '�. ua.+ .r,u...Y tiM. i,�'tv,. iu .m .Inn. ':R "e k.i a....... k i y"VW 0, fY If 1 /8": Lml r 5 TCJ\VER SUPPLY AIR SHAFT. — TONER SUPPLY W 51-I A FT. �20 FLUE U 8 F3 BOILER II""// —i I MEGN . Fz noM P-1 vVATER TRE4Tr P-2 . TANK " M1A r —r-- ---- I 4"� SEE ROOF PL ON FOFi 3 CONTINUATION OF PIPINC, F-Wim 2%za ROUTGED 111.J \cEIo.AOFE16LFL �I c 1 d Y 8 Ti b t ,. , Mkrx.,Rg PLAN MECHANICAL ROOM AT ROOF 1 /8":1'-0" Tl1ERMOMETEiS TYP. 0 AQUASTAT FLEXIBLE CO\NK. T YP. 7 P .g`pi 20"<6TYPE 3'IN G45 /EQT TNRU � _ Roo F. EXTEND '24" AFIII-I ROor } TERMWATEI aV/ APPROVED c4P V LpRovIDE MAr1UAl D4MPER so-7 WA 42 X U, ✓ _ELE / MAcL 1tJE ROOM 4 1950 I DOWA1 A4w WITH 51ox24X24PLENUAA 8� ggslcET STRAINER I / COWTKOL V V4LVE ✓cuE�K. P3 �/G LVE �n 3 l 5UTTERGLY VALVE TYP. DIAGRAM CONDENSING WATER PIPING PLAN+®,rsvanaw anaslxae�mrwa�ua"aY.axa=�aOc. ELEV. MACHINE ROOM 1/8":1'-0" 8 i— TOWER, IWLE F a 0 o —o O v V! u V v w W a (` N O 2 = W V o > m CW ry �r Q M OL Z O d �a N o0 SHEET NUMBER M-4 OF d'� cws Q�) K43 CWR vv 11"I Uj r.) r-) CWR c -1" 10- A"%�� �wl foolk� 'z 'A & ul I, % gg� 4 V-i J Id NNA � wo let-, 0 FW D N S Cws cws-"r cws Cws CWR CWR CWR gg, F 'vg �-4t, iS:R, "M 7'�"A ti", , ��k i �' , 4 _#p�, E - l� r� ! N "N" VIP EO� A 14 < IMMM "IN 7M�IITI WIN "'P kwj i > El I cws 4— Cws— Cws -4-- CWR' cws CWR < "0' CWR CWR MgW �Z 30 A OD i PIZ F4" Q'r Wn RP N P- 0 > Cws CWR — cws Cws Cws. z -A N I a IM T CWR CWR CWRt c V) -n PF CI PANI IM CL vml�� Ml eg ME Nil ENGINE n C 96148" LOUVER TOP ELEV. 2"ABOVE FINISH GRADE (I , C.I. GRATE FLEX. CONNECTORS COPPER FUEL LINES AS SIZED BY MF'R STORM PROOF WALL LOUVER BIRD SCREEN 1/2"x 1/2" MESH ORIFICE RING SECURE DAMPER TO BLOCKING BLOCKING L6",Gr 3/4"-1" WASHED GRAVEL CONT. INSULA THICK INSUL/ 6 0 FLANGED EXHAUST PIPE WITH FLEX CONNECTION 3/8"0 ALL THREADED STEEL RODS '. SUPPORT FROM BUILDING STRUCTURE LENGTH OF RODS TO SUIT SPACE AVAILABLE STEEL SPRING AND RUBBER IN SHEAR TYPE VIBRATION INSOLATORS BELT GUARS MOTOR ADJUSTABLE SHEAVE DRIVE PULLEY OIL RESISTANT BELTS GREASE NIPPLES AIR I DUCTWORK -- FLOW -fAM-- - FLEXIBLE CONNECTION MOUNTING BRACKET SIDE VIEW AILGENERATOR EXHAUST SYSTEM DAYTANK VENT DAYTANK -SUPPLIED BY ELECT. CONTRACTOR PIPED BY MECH. CONT. SUPPLYARETURN LINES TO BE COPPER AND SIZED BY MF'R 280 GAL. STEEL BLACK ASPHAULTUM COATED FUEL TANK °T AFC;. GENERATOR FUEL SYSTEM VENT -SEE PLANS FOR LOCATION 3" WATERTIGHT FILL CAP WITH SURR�OUND CONC GALV. CABLES �U v In YD. CONC. U WEIGHT EACY I SIDE I � FOOT VALVE F LOOR— CEILING— 2 2"MIN. FLOOR Mf TA iI NO SCALE ' ADJUSTABLE MOTOR MOUNT TO POWER SOURCE- CONNECT DUCTWORK SEE PROJECT DWGS. TO FAN WITH 1/8" MOUNTING BRACKET THICK NEOPRENE GASKET. FLEXIBLE CONNECTION ._��DUCTWORK DUCTWORK _�qIR FAN FLOW BOLTS RECT. TO ROUND TRANSFORMATION DETAIL (TYP) AIR UR FILTER -7 AIR CONDITIONING UNIT , 22" MIN. FLOOR -TOILET EXHAUST DUCT CEILING TWO HOUR RATED FIRE RESISTIVE ENCLOSURE SHAFT 22" MIN. CWR --4 — CWS —i I ;P- 3/4" (TYP. ) CONDENSER WATER' PIPE RISERS PETE'S PLUG .,----BALL VALVES (TYP) `---NYLON HOSE ADAPTER (TYP.) S.S. HOSE CLAMP (TYP.) 2 PLY NYLON HOSE TO UNIT (12" LONG MAX.) I" CONDENSATE DRAIN MOTOR OUT OF AIRSTREAM—� 1) VIBRATION ELIMINATOR- MANUAL RESET FIRESTAT---, NON-FERROUS FASTENER TO PERMIT DOME REMOVAL TO ACCESS MOTOR-) ALUMINUM BIRD SCREEN, ELECTRICAL CONDUIT GUIDE STATIC PRESSURE PROBE 1/4" TUBING PLASTIC CAP SECURE FAN TO CURB WITH S/M SCREWS 12 O.C. ALL AROUND FOAM -RUBBER GASKET APPLIED TO UNDERSIDE OF FAN CURB CAP FLASHING RUN POWER SUPPLY LEADS IN CORNER INSIDE CURB PREFABRICATED ROOF CURB DIRECT OR V-BELT DRIVEN SPUN ALUM. HOUSING WITH REMOVABLE MOTOR DOME —BALL BEARING PERMANENTLY LUBRICATED PILLOW BLOCKS UNFUSED DISCONNECT SWITCH CENTRIFUGAL FAN WHEEL BACKWARDLY INCLINED EX SPUN ALUMINUM INLET VENTURI r SPUN ALUM. DISCHARGE APRON i—SPUN ALUMINUM CURB CAP LOUVERS -SEE PLANS FOR EXACT LOCATION ROOF STRUCTURE - SEE ARCH. AND STRUCTURAL PLANS FOR DETAILS NOTE: CURBS AND FANS SHALL BE FROM THE SAME MANUFACTURER EXPAND DUCT TO SUIT REGISTER VERTICAL TYPE FIRE DAMPER WITH UL RATING & STAMP — FASTEN FIRE DAMPER FRAME TO SLEEVE WITH 1/2" WELDS AT 6" O.C. I8GA. SLE FASTEN DUCT TO SLEEVE WITH S SLIP ON TOP & BOTTOMS DRIVE SLIP ON SIDES RETAINING ANGLES SHALL BE 1-1/2"xi-1/2"x12GA. & SHALL BE SECURED TO 18GA. SLEEVE WITH I/2' WELDS AT 6" O.C. DO NOT SECURE ANGLES FIRE RATED WALL PROVIDE CLEARANCE ALL AROUND FOR EXPANSION wWALL REGISTER HORIZONTAL & VERTICAL DIFFUSING BARS OPPOSED BLADE VOLUME DAMPER SLEEVE TURN DOWN METAL SCREEN FRAME ANGLE IRON REINFORCING WHERE REQUIRED SCREEN STANDARD DUCT MADE WATER TIGHT. STIFFENERS MAY BE BOLTS INSIDE. ANGLE RIVETED OR SPOT WELDED AS REQUIRED —1/2 SCREEN 135°MIN_ FLASHING ROOFING 12"MIN. 8° �- W — SPECIFIED DUCT SIZE o L� r 4" �r � � W "FI � V m y Q p" A �T L.i..t Z 0 2 0 0 J U- DESCRIPTION F LA\/AT-,f:,KY BAR SINK P- 4 5 K-IT,_-"i -sttjK P-G 54n7"_TIJIF5 F-7 W4Asy4F-_g Box PB f!>,cxTl4 T U 17:5 F, 9 \VaT[= \V4i CLOSET �_p,VATOFPY P_ 12 UMlfJ&I_ W&Tiiii CCOLEPS In MANUFACTURER Y5Y oTWi ELIZAY E L KA Y PLgsTtc RECESSED LlAWS FIXTURE MODEL FITTINGS OR VALVE SUPPLIES TRAP 2(03.(54- 4401.014 11516, Lie 2223 2 0.3. 15,4 4401.014 A .'5 1 410 051 L Pi. ar-s 2 z Lv_ _Izzol L ki: - 5:5 KJEkv -15,&L-Et-A Ol35.3710/37-133 A I- C-A/0 ELON6ATE-r_2 CADET 21o8.oro2 4QjjAL_y1J 047&,028 AS 'Z /05.7 (I 4 4n 4 o 14 JaO 44o4 .214. SCHEDUL�.,. SEAT CARRIER ACCESSORIES 533o, 022 3°°C3ASICET 'STRAINER COLD HOT WASTE VENT REMARKS WE r Az` A F P. 2" 1 A" \gc- r Y27 yz:,2 I /z" yz /Zl VET Xz 4" /z, 4" 16" PLOOF, T! PiP.1 /Z" I WRAP TRAP I 5upmiff-ii; w1i"roAm itttuL. 2" I a it AM III iMae U 0,031 & FLOOR AND ROOF DRAIN SCHEDULE MARK SELECTION BASED ON SIZE PIPE CONNECTION TOP MATERIAL ACCESSORIES REMARKS MAKE MODEL FD A F2,. i5M i TN 2010-41 PnLISN 0 jjR. 'SNAl-rH 1 cr) 1 LD I SEE P� .L, AD J. R. -5 NA t T 1-4 2240 12" p!,T STAC ---------PRESSURE AND TEMPERATURE Omm" RELIEF VALVE ---------GATE VALVE ----ELECTRIC WATER /4 HEATER —18 GA. GALV STEEL DRAIN PAN 2" ALL SIDES DRAIN VALVE r�j 2 2 FINISHED FLOOR"' k ", tl IRA,W Na w DETAIL . -WATER HEATE &" N.T.S. J4, , li i , I ,", "I - 1 MAN it R" V Qv, Wqg MAN lw& aw 14 Jim I m m 0 01 -5 m CL 44 -Fa cc 0 Z W Mom ce qv, Ne %2 CHROME I-1.6. MENS TOI 4"�l - v —tr— P-9 3� 2" R to colvrJ. VENT INTO 2ND FL. TOILET VENT. WOMENS T 1 /4":1'-0" Y2 GIJ ROME H B. -sTORAc,E Qj'STORM -SE%VEF4 4EE UVIL PLALI FOR CONTR.IUATION. �8n L CT (o —dam P P I NIAIL ROOM G 2 PT P7 C PT I IE � W 2 I v Q/ C I v 2i2' 41 & SUMP PUMP JIF 7 8 SIN. FL. 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Ow % 'ti r +ai 3y " xz Am"; s. 3 r s , r x" l >gi lM1 y�,"Ir~�ky0�t v "gS �' r a tih as yv r dx c x ✓�+ p�pA P5 x U Q 7.. t I 4"yT R I E m c �9vTK I 5wTf5 I 1.. , i v, 3zt ii �4' DTP I I 5 TR rR d� � I V CD P317� . rK l i i Imo/ Pz I 2" I I I I I I 13 vTP " Z P-I I I I P2 P� /e n I I I 2 W I I P-2 3�LU P-1 PZ P 61 I PCo i 3I P2 I , I I I %2' I 2.• M V I I LF I%Z'ui I Z^ om r.� I Flo � \I P-2 Z" co M < P• I F I I P--� J 5 Pz 2- Lf Q, I %2' 4" VZ \t 0 0 WU 5 4 3 2 F co O J 0 c WASTE & VENT RISER DIAGRAMS nr7 S�3 �82 ELEV. MACH. ROOM 4� ROOF 1,A AKIGOL-D 4' TYP. 8-18 TYP. 2-7 GROUND FL. FIFE 12EPT. CoNJl 1. d, FrIRE clvll F, C J FOR C W TI"W t.TICI J O O.. oFFIcE O O O ;O OS}Y V&LVF- O O FIRE Go"T. KM O O 3 - ELEV/. 2 • O _ O STORAGE ✓TR ASN cl-IUTE ELECTRICAL ROOM ELEV • • O O _ O !o' STORAGE OS-Y V&LVE O 4' ,.O GROUND FLOOR SPRINKLER PLAN 118":1'-0" f, ENERATOiS ROOM O TRA-5W ROOM TPiA&KSrOFSMER VAULT • \VOMEIJs Ex6RcISE • O CHROME PENDENT TYPE 1600 • CONCEALED TYPE 1600 ♦ SIDEWALL 0 s r �O F0 0 3�LL a'xdcu �Inm N E •O '- m p o a cr t ' L O �� Z VOTE INSTALL VALVE STATION AS HIGH AS POSSIBLE TO SPRINKLER . SYSTEM (TYP.)- 2-1/2" ANGLE VALVE W/ 1-1/2" REDUCER - STANDPIPE FLOW SWITCH _ w LANDING TAIL SECTION SHOWING FIRE PROT. BRANCH CALE TYPICAL AT EACH FLOOR LANDING ce INDICATING TYPE FLOOR CONTROL VALVE WITH SUPERVISORY SWITCH (FLANGED GLOBE VALVE) I ELEV. M4GNIM E. ROOM PLAN ELEV. MACHINE ROOM 1 /8": 1'-0" NOTE: INSTALL VALVE STATION AS HIGH AS POSSIBLE TO SPRINKLER . SYSTEM (TYP.)- I" GATE VALVES I" SIGHT GLASS 2-1/2" ANGLE VALVE W/ 1-1/2" REDUCER STANDPIPE FLOW SWITCH LANDING IN EACH STAIR TOWER RGbF NA&WIFOLD -/ ROOF MANIFOLD PLAN MECHANICAL ROOM AT ROOF 1/8":1'-O" INDICATING TYPE FLOOR CONTROL VALVE WITH SUPERVISORY SWITCH (FLANGED GLOBE VALVE) I" UNION WITH BRASS ORIFICE WITH HOLE EQUAL TO DISCHARGE FROM A SPRINKLER ORIFICE. O , -I" DRAIN DN. TYPICAL FLOOR SPRINKLER P 1/8":1'-0" t,J i m 0 � � v E r ` A O �?NE > > O cc n Z W r i W �. Z o SHEET NUMBER FP-2 OF P T mill! k Poo,' AND rz 11 u SITE PLAN SCALE: 1 "=-50-0" p u t I Ll I 4-1 Li 4rz 0 -A 0 Li AD c-- - ANCHOR apoL-r<7 AND NLrT-A5 LEVEUN4 NUT6- 11 F- COVEP, PLATE _A.C)F lV koApTee bTeeu TO PNj IL%A ?-U- 0" COPPER <=LAD '�'2 STEEL SPIRAL N/(2"Pt7CH oo "i A>-rEE.L- VE;-MCJ\L- (4 IWEQt>) % LIGHTING FIXTURE DETAII.- j-'e, �77 73. F O -2,4 F C. 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"...p, xt,.. ...a �rl�fn. lo„r. ,. , ;.<. .�, .,'; :«... �u�e+.. -, v.U". ,,. d'a..,a» .....�F.�.�i „1^4..:Ire.,...,..',�I �a „n:,w.... .h. a5dl�„tr...l�4.�,�Xi I�a'iS.-.rt a ...r:Y,: a>+. <�rr .o -i� P" i r; , I { ,<pr* .�,I'll '31sn '. �? ;-. � + fi M6 E T i N �{ x ,<4 a5>� 3 rat,l +'``k�``€« v.3,'{'*.t+X'�t«# ..... .., rU`i, w 3 e• MRft,x., .u.n'V,.rr.RY a EL_ECT'21CAL NOTCS: 0 a n Qi TELEPHONG F3/aCI��U/� 2� 4'x4' X3/4" EXT PL4�WooD t-OCATGo ON STH$ I ITH FL00242 © GA TV FSAC IC�oARC� 4"<4' X 14" Ex"i PL OL� Y\VCOA c- w o ; a a PA1 NTGO ON STH It. I 1 TN FL002J` V pis r� O3 L�L�NT 5\VITCN To -fU2t�1 p�F LIC-ihlT �VHEh1 CJOO>z � �N It) CLc�SG� E ® //\CTE2 CENT E (Z $�' ^ d O SUS\V�T day ` L � O CAN G�/ECzV TH12� FL.0o2 2EE �12E ALA2//\ 0 Z � 21hE2 L71AL���//� rJ\VLF E- 8 07 LOla Bay A/C U11 T L' L L K r �6 al r3 � •i iw'3Ph�51�,�k^xh"�.,��� W �'yry aattttvv+ W fl* bE` ^o r Ufa, yy ,wf i xi JV ii, . i qi p nq 5i L3� .,� { "A Ya '"1 l^rv'-Mi ? F"v, .', il.��'/'p4. `4c Y; i �'..C•�v fr PINp "YewnS 11 IN IJ gyp' �- ► % • r r°19r46�`S '`4i MPs i n rwy a. 4 i ` ° �+% ,. � �"� 'MI} PFa(i I ' `;3 >k r d4 .i p r, �C IlF dQ ft' {.5f �� ���. ��k. SF G ,✓ M. 3Ek � �{,4 � t ¢�+;1 r a °' � a `'�'r�'��i�-y� p� s r• d� �t`]L^�^� > q :m p 1 ah 3"h�Y\ r 'xu 6ix'� M:�c�Y4" �Tj r. �.�S Fa 'R � '''- �� { � �m•��°�' ���li JA �ry k � �.� f 6 � 'i•; d M w�web '' 1 '" i v 6�S,Y `.. + ,i �I u a �' - � �x` r ,, a .... d-'i •. 4 .nt � w/'u° a, f. A ¢>5,t � �' s ".3 �. v e I❑ bus amps LOAD pales amps bus amps poles LOAD bus amps A 32 31 Al2 CONDITIONER E-/A-52 WAb 14 EIZ 2 l 8� 20 1 3 5 7 9 II 13 15 17 I9 21 23 25 2 2 31 33 35 37 3 41 2 4 6 8 10 12 14 16 18 2 2 2 2 3 3 3 40 4M_ 30 2O 1 \\lA EQ HEATE2� aS�-+ER 12 25 00 -0 2 30 _.. LL i 29 2�To 2 G� 48 IZAN4-AF_ 2 to4 48 rtEc a IZISIIN61E HOOD 1 20 13 1 ECEPT /AE S Q E LIZ T V- 1 I?- 12ECET M PLlWW6 ROO R _ VeLLL_PT LN, T 10 13 2ECEPT$L75 AASTEI? GAT 4.Tb KtTcNE� j q PLIIAP /2 HP io Total Amps: Bus A2oq Bus B 184 Connected KVA 82 Rated voltage: 0120/208 ❑ Iphase , 3wire Branch poles 1112 1120 [330 ❑42 Rated amps: ❑ 100 ® 150 111200 ❑ Cabinet : ❑ Surface 0 Flush Full neutral bus NGround bus ®Hinged door ❑Keyed door latch ❑Fused NCircuit breaker(PL04-in) branch devices Feed is to be ❑bottom ❑top ®Main lugs only Main amp ❑breaker []fused switch ❑ Ig,21,24 to be GFI breakers All breakers must be rated to interrupt a short circuit Isc of 10,000 amps symmetrical. Approved Mfrs. Westinghouse, ITE, Square D, GE ONLY Main lugs_sets size: LOADCENTER SCHEDULE °B° bugs amps LOAD poles amps As amps poles LOAD bugs amps 312 A 112. C01NOITIC)NErZ 2 80 1 3 5 7 9 11 13 15 17 19 21 23 25 2 2 31 3 35 31 41 2 4 6 8 10 12 14 16 18 2 2 2 2 3 3 4 3O 2 W4TEIZ �IEL\TEi2 23 32I E✓A - 2 1 23 �vp 5l,_1E2 1 20 20 I 0 15H WA.,6H Iz 1 26 D2 CrL 2 'SO f0I,6P0bP.L.L 7 2S IZEFl2%4mERA"T0Z <� 48 t�,t lL-,E O 66 a8 1 1 r T KITCHEN 13 13 4 rZAN L-1E HootZ 1 e0 - T ICITCNE►J 2. r?ECEPT AMTM 8 T t Zk-rk k E T A ASTER BR L.IZ 1 1 13 RECCPT 924 LP_ # RELEPT LT ATN 1 10 LTS ICITCHEM 0'W'$.14; hr-lAaCG 20 I PUTAP 1/1 HP 10 Total Amps: Bus A 195 Bus B 18-7 Connected KVA c= Rated voltage: 91120/208 ❑ Iphase, 3wire Branch poles 012 020 ER30 042 Rated amps: ❑ 100 0 150 ❑ 200 p Cabinet : ❑ Surface ❑ Flush Full neutral bus ®Ground bus ®Hinged door ❑Keyed door latch ❑Fused ®Circuit breaker(PL04-in) branch devices Feed is to be ❑bottom ❑top ❑Main lugs only Main amp ❑breaker []fused switch ® li, 20,24- to be GFI breakers All breakers must be rated to interrupt a short circuit Isc of 10,000 amps symm trical Approved Mfrs. Westinghouse, ITE, Square D, GE ONLY Main lugs_sets size: _ _ ._.- 00 0 D o J U O W W 00 V D J 0 s CrZ QJ U W z� x� xr A �� I6F MAMMAPRININ E./F N LIGHTNING PROTECTION PLAN SCALE::118';-:1'-0° TO SF TO E F .- "H NINE PROS E' : cue 1/0 DOWN CONDUCTOR #4 BONDING CONDUCTOR 2 2 TtZEA7/AVIT ?-*,I O- /2"C EIAI-10 EJAI-17,19 F r � F t- r-- EINI n E ELEVA'"FO 'vl (1"'o�I IN ROOM PL_A SCALE: 1/80::V-0" N OD to a 0 a a -o rc� Od I 3 � W n O Y� Lli O m 4.il 4 L. w N N h t1 z O O O N . N —O On co ` n D � Q M i r ' r �./ z z 0 V LL' W V (� o �i. z n,� J m �Y — x�r,� z O z v _ o = I. - cc O z SHEET NUMBER E-5 OF H2-2 powl5i` LPG', s `rtstk�$A',IBM Vx� a H2-5 LIGHTING PLAN -PARKING SCALE:1 / 16 _ 1'-0" HZ-42 VIA Col 7 a SO -mvq�;✓4 'n+' S v,iY§" "AMIN I a Em 'k""` ' f eers..,, ', F k >.' ..:: ay, a s ;" S'w•'4 `Y,:. tvy4" cl :�±. car #�&" ?�u '.: psl ;.5i. � S �. r� '.�'A1y.re"J"^ t .'v ;s - �iT»Y � 11 �, �u+.r� to £'# "a'� } %� ;`•#� 'r �' M.c, i p { I� .r.= �, .'�'?. > s y` : r' r"t:�:' °? "st. e$' : u •�C:^.`'p qk,;>,, ,' r� Js i'? a ,7, d ri'r, "�'r,r a '"� t'�.g7 � r 4 i �e ^?J ryn `� «}.,, ex ♦ ,..,�Ru. #t. a '... , . '. -: F , n Y C. -¢i M N S .. ... _ r .. �y oS✓. ..:'15' i eXYV t ... y�, .. .4vi� '.1 ,t.Y... .i "€, ., ar. r. ,. .0 .,: {..._... .[ ,+s=E.... _.�', x.M.e,be:.. .. _.-m 'r„e.,..>.t. .....,.,. r r.-.r.,., ✓J ..:. W �.... .«a. ,.�...xn _x- ... ,... �'... .iak�„ .,a s�+.._. £ .. __�.-,._.,.._ . a e,. _.. _ 1w�xe._� €R—e ... a..._. C gym... m �Ck , .} �» ......._.�«.. et§9... $4., w...a...aa✓kM'_ t-Sa".fii._ ....�d'. _ z£._ a ek.'y ve ' t:, r' LMI M,r TT C� �iE3 T TI T �E/l/AA C42 Hz- I3D I Io Cc vc Az R e *.. �.0.✓"x�:b'1M ,..�� ..Yf 3S'�Pnnk 3vl: iR'M ,ri .. LIGHTING .. "A, NJ- I rj, N Py SCALE:1 / 16':1'-O" O M M m INW 4 m m L O `1 p 3�LL U .c m Q • '� ui m M y E O m p on a. c t i 0 .■ z a — 0 K r/1 � a V w V a FFI J WeR. e c w N N yy 11p m � ZO N o0 rzooF at TH FLOO2 TH r-LOCAL -7 TH t=UotZ, J !o TH FLO o rZ STH FLOOR R 4 TH RLC:00O 3'P0 F LOGZ 2,1 O F'LDO(Z T F CON T-ZI TOP OF,-, rj ELEV Sfiti _ //TECH TOP O F _- 200_iA -T2AS14 SUOOT '" TO EI..E.V/ATOR.. /AACI-IIIUE Zoo/A I s s I T L-- i L 6 S S S CORR CDRR ELECT -m-1 P ROD/A ROOM TIM �u FJA20 E/A22 P:WZ4 EM-26 E/A-2a EM s s sQ s 5 H s oil E CCT F C, EN. / C H F f 2C>o/h �?oo/n n ELEVA'TORI.LOBB4' ... �,.�,�:.. FIRE ALARM RISER DIAGRAM' NOT TO SCALE hTA 12 To\V CR -TYPICAL POQ P1..00Rtp 1, l3 15, 1-7 TYPICAL F02 FLOCRQ6 2 , 4, 10, 12, 14, 1(0,IS POST INkDICA.TOP- Roo F 18 TH FL.00 Z 1-7 T H P,L-OOr2 I �o TH Ft_C7U m, IST14 14 'TH CATV 6ACKBOARD CATV BACKBOARD CATV f3ACKF3oAQo ACCBOA CAT V c1<goAau F=Loorz CATS/ BACKBpAZ O �l_002 -- CAT/ P,ACKBOARfJ r `O ��4�q J C A"7V f g .Xa✓ pACKf�DAfZD y yy p�SSb,S i4 I I TH C ra., CATV KPOAQO FL002 2"C.Tti'P, CATV BACILROARo 9 TH F•I...000 Z., G CATV BACXBOA2D H'1'H rt_no2 -- w ZM BACKBOARD a �� �u19' 'l T�•-1 ��"�.: as MI. __ GAT/ BC�GKBOA R G -TH _ FwO1z CATV BACKBOARD FL_OOiZ - - CATV BAC KBOA R CATV PaACKRpgRp 3 20 . TV TV TV TV 7V ti - 74'PICf\L COQNEQ TYPICAL W51oE APART/AGN'T APART/&E NT CATV 13AC KBC�Al2p FLOOR I h T G,AIAE ZOO/A FL_OofZ lssn 10 ACKBoA LJ SOGIAL Qov/n 0 o a M u N v w W 0 0 z m � Wry N N Q W � ze N r -o PANFI RnARn grHFnlii F bus am s LOAD poles amps ABCs amps - poles LOAD bus amps A B C 32 C U NI IT 2 E C 9-Oo/A VL 2 S o I 3 5 7 9 II 13 15 17 19 21 23 25 27 31 35 41irhP1b,R 2 4 6 8 10 12 14 16 18 2 22 20 I I_ 1 [_i HT-t? OSBL4 I h FL VZ 32 20 I 12 18 �Va/A ENS -TOILET 2 d o INC UN ITS L-Of3By1 2ND F L 7 �1$ T le /AENb TOILET 2 40 IS 32DFL 7 1s 7 37 LOQgY (allo FL 2 Ioo IZ 2 4TH 1=L 7 37 7 12 RECEPT CO 12 R 2- a I 2 0 1 5 2 5TH F L 7 If— rZECCINT CORK 2-N3 -7 to LI[+IHTh C00? 2ND FL 16 2 (cTH FL 7 9 ELEV L-0669 2NOG 26 28 32 -7 to CoQ12 3eo FL IO,j 2 7TH FL '7 ELCV L.0513Y 3ROFt 1 17 G, Co2r2 47H FL 15 12 S 71-1 F L 7 9. EL-EV LOSS ' 4 TH FL 7 Co22 'Ei7N FL I L1bHT6 CO2Q 7 TH FL G ELEV LOBBY 5TN PL ELEV LOBBY 7TH FL 6o CORK (0 TH FL GOQIZ ,714 FL !0 9 ELEV LOISB`� (oTH FL ELEV L01519Y 5TH FL 9 12 1ZECSPT ELEV LI�t3(3ti' Q Rated voltage: N 120/208 ❑.277/480, 3 phase, 4 wire Branch poles ❑ 12 ❑ 20 1130 N 42 Rated amps: ❑ 100 N 225 ❑ 400 ❑ Cabinet: N Surface ❑ Flush Full neutral bus $I Ground bus ® Hinged door ® Keyed door latch ❑ Fused El Circuit breaker (bolt -in) branch devices Feed is to be ❑ bottom ❑ top ® Main lugs only Main amp ❑ breaker ❑ fused switch ❑ to be GFI breakers All breakers must be rated to interrupt a short circuit Isc of _IQ 000 amps symmetrical. Approved Mfrs. Westinghouse, ITE, Square D, GE Only Main lugs sets size: Total Amps: Bus A 1-15 Bus B 1"12 Bus C I Z 5 Connected K VA PANFI FIOARn SrHFniil F`F /Aq bus am a s LOAD poles amps ABC amps poles LOAD bus amps A C B 719 ELEVATOR NI 25HP 3 117J5 I 3 5 7 9 II 13 15 17 19 21 23 2 31 35 3 41 22 4 6 8 10 12 14 16 18 2C 22 O 3 ELE\//�.TofZ Nc:,2 4oHP 12C `78 I 78 lic 4 SF- S 15 IS 3 4 1 4- 4 _ 4 3 EK- 3 IS IS 3 EF- - 3 3 3 3 3 qb D(=>/AE<vTIC \VA-TE2 PUMPS 3 15 r, 20 I APT h//VOICE DETECTOQ q qb 9 9(0 26 28 32 3 36 4 Cq 6 E X IT LlLiHT, j &*t)- STNRL I 20 q '51 EX 17 LILAHTS qTN-I- r14P. CI 2 AIQC2AF1* \VAQNIQI( LIGHT 9 LIL,NT C0RZ 12-17 LIL-tHT CO2R 2-G 7 1_14HTS b7Al IZ\VALe LILoHT Co22 -7-if io 7 LILaHTS b'TAIZ\VAY SP/��E 7 LILalITS 5TA12WA4� L-IC�HT4 1h"I-FL /a 17 1' LILI0TS hTA12\VAY L161-1T5 I ST FLOc� Q 4 7 LILi"T11 PARKINil) fiAQA(aE LT5 CANOP41 2 Rated voltage: N 120/208 ❑ 277/480 3 phase, 4 wire Branch poles ❑ 12 ❑ 20 1130 ® 42 Rated amps: ❑ 100 11225 N 400 ❑ Cabinet: N Surface ❑ Flush Full neutral bus $I Ground bus ® Hinged door It Keyed door latch ❑ Fused Circuit breaker (bolt -in) branch devices Feed is to be ❑ bottom ❑ top ®Main lugs only Main amp [Ibreaker ❑ fused switch Elto be GFI breakers All breakers must be rated to interrupt a short circuit Isc of 22 ,000 amps symmetrical. Approved Mfrs. Westinghouse, ITE, Square D, GE Only Main lugs sets size: IUIui_ Amps: Dus A ;�n:n DUS D 2= St1u5 G 5`}C-D Connected K VA PANELBOARD SCHEDUI ' bus amps LOAD poles amps bus pole LOAD bus amps A B C 12 I IqECEPT ELEV LDBBY q - 1-1 1 20 I 3 5 7 9 11 13 15 17 19 21 23 25 27 2 31 35 41 42C 2 4 6 8 10 12 14 16 18 22 2 1 LIGk CCWe. q-'H FL (0 12 RECEPT Co22 9-1-1 ELEVLOB8 gTHFL q 12 112ECEPT COP?$ q -1-1 CO22 , I OTH F L C0 -7 A,C U KI I T 1_ 0 3 FSY C1 TI-1 F L_ 2 I S ELEV 10136Y 10 TH FL q COP - I ITH FL C� 7 1 OTH P- 115 ELC.\/ 1011515 I I TI-1 F L q -7 Co12712 12 TI•I 9%_ (o -7 I I T F L 2 1 ELEV LDOBY 12TH F L 9 '7 CO22 1-2-1-TH FL io 7 12 TN FL 2 15 ELEV LOISBY I3TP PL q 7 J. CofZe 14 -rw FL 7 137N FL 2 IS 26 28 32 ELEV LOBBY 14TNr-L q 7 i r ' C01212 ISTN FL to 14 -TH FL 2 ►S ELEV LOBBY ISTHFL 19 7 COeR 1 (o TH FL (o 7 15 TN FL 2 15 ELEV LOBBY 16TH FL q 7 CU221-7-TH FL- G 7 1(10 TN FL 2 145 ELEV LOBBY 17T14 FL. 9 -7 LTS 8. ZECEPT /AECN RbO//1 4 1 7 TI-1 FL 7 SPA ZE Rated voltage: ® 120/208 [1.277/480 3 phase, 4 wire Branch poles ❑ 12 ❑ 20 1130 N 42 Rated amps: ❑ 100 ® 225 ❑ 400❑ Cabinet: ®-Surface ❑ Flush' Full neutral bus Ground bus N Hinged door N Keyed door latch ❑ Fused ® Circuit breaker (bolt- in) branch devices Feed is to be ❑ bottom ❑ top N Main lugs only Main amp ❑ breaker ❑ fused switch ❑ to be GFI breakers All breakers must be rated to interrupt a short circuit Isc of IQ 000 amps symmetrical. Approved Mfrs. Westinghouse, ITE, Square D, GE Only Main lugs sets size: 1 OTa I AMPS: t$Us A 1y�Z tiys B -tg Bus C 14"I'll Connected K VA PANFI R(IARn grHFniil F°F AV bus am s LOAD poles amps ABC amps poles LOAD bus amps A B C 2 2ECEPT ELECT Zoo/A 1 20 1 I 3 5 7 9 II 13 15 17 19 21 23 25-4 2 1 35 41 220 4 6 8 10 12 14 16 18 2c 22 1 2 2 2ECEPT Z_-)ENEP_AT02 200/,\ 1 20 20 1 L7`5 ELEV//EACH 200/A 7 to C�A� TAN I< I 26) 20 I LTS EEEPT 2ooF 3 IZECCPT- 15-rFLODR! 1 20 20 I EF ELEV 2/^ 4 2 12CCEPT TOLE fSACXBOAl2O 1 20 1ZECEPT ELC- V 2 JC-L "L-11 (00 L.TS EECEPT ELEV 1T (p 3 /✓U/nP ELEV PIT 6 % F A CUNT20L PP, rjEL 1 20 F-I•-EV C4.15 LT to 37 A/C Ui-1 IT CLEJ /AACB-1 R/q S (00 6PARG 37 L i 2ECGPT F126//\AN6 fZ/A, 2 6 28 32 3 Rated voltage: Z 120/208 111'277/480 3 phase, 4 wire Branch poles ❑ 12 ❑ 20 M30 1142 Rated amps: 19100 ❑ 225 ❑ 400 ❑ Cabinet: ® Surface ❑ Flush Full neutral bus ® Ground bus N Hinged door ® Keyed door latch ❑ Fused 91 Circuit breaker (bolt- in) branch devices Feed is to be ❑ bottom ❑ top N Main lugs only Main amp ❑ breaker ❑ fused switch ❑ to be GFI breakers All breakers must be rated to interrupt a short circuit Isc of 10 ,000 amps symmetrical. Approved Mfrs. Westinghouse, ITE, Square D, GE Only Main lugs sets size: 10Tai Amps: bus A 44— 1 t: §.. y>�ai •. x_ .� / Connected K y� VA 4 $:6y 5x'E g" x6i ' MVeM ��i♦i♦ 11 11 �� . 11 11 11 11 . 11. i • &&OJMGZfit/��\f !MW - OEM . l�llJ •■■■■■ ■■■■■ ■■■■■ : ■■■ • �M■■■ ■Ev■ ■■■■ ON NINE■ - ■■■■ m■ ■O■■ -- - ■■■■ No WE mom NINE■ ■■■■ _• NINE M11 •• MEMO _ MINE ■DE - ■■■■ Ems INN■■ - : _ ■■■■ ■ - - IN©■ ■■0■ - .. ■■■E NINE 0 M M " M M 0 O rcLL y x v . u J ro � d 3: 0: = E - m Y m ° O o a- o Z t y 0 a W ■■ Z o v - 3 35 36 3 38 41 4 L Io 6ccl AL IZpia L-,Ai E QooiA q hoC I Al— 200/% E W G 4 L 20o^ E F- 1 D 2 C01, Cot COILS,TS g, PE E F- 7 4 G\V G EF- 7" Rated voltage: ® 120/208 11'277/480 3 phase, 4 wire Branch poles ❑ 12 ❑ 20 ❑ 30 042 Rated amps: ❑ 100 N 225 11400 ❑ Cabinet: Surface ❑ Flush Full neutral bus R Ground bus 2q Hinged door ® Keyed door latch ❑ Fused JR Circuit breaker (bolt -in) branch devices Feed is to be ❑ bottom ❑ top 91 Main lugs only Main amp ❑ breaker ❑ fused switch ❑ to be GFI breakers All breakers must be rated to interrupt a short circuit Isc of 10 ,000 amps symmetrical. Approved Mfrs. Westinghouse, ITE, Square D, GE Only Main lugs sets size: Total Amps: Bus A 131 Bus B 1—_7 Bus C I I-7 Conn • K VA PAN A[7C . . 11 11 11 11 11 • - •NINE ®IN■ ■0■ 0� MOM ■® INEmI WILM I L=A M I E04AQ-� L•7p - - - •- ININ.' ®■■� ■■■! MEE SIN■ WE p IND■ IN■■' - - ■EQ7 �■■■ MIND MMEM NONE SEEN MEIN ■■■ �� ■o■ ME IME MINE INis ■■ ■■ ■■ ■EMI 11� 11 11 Il 11 ■■■ �� ,'� ,•■■ MEN ■■■ �■� ■ ■ININ■ TINE ■■ INum ■■Ml ■ ■■�.' MEN Branch poles El 12 EJ 20 30 1:1 42 �i, . • . ■ • • . ■ . • . ■ All breakers must be rated to interrupt a short circuit Isc of 10,000 amps symmetrical. Approved Mfrs. Westinghouse,Square D, GE Only ze:4'I iv�u� r+n iNa. uua „t�� .�✓14dC x:i`'a.^�.�. m.%My3. �i.l td IMP SUS D DUS'u i �M u 0 _o oe V a W � o amp 0 r m Wr LU —m K , Zd a N -o on r Vz 0 0 iW U W W U J O� Cc C Z J z 0 cr LJ Z (� L)r Z x _ OF Q Z Z SHEET NUMBER E-9 OF ELECTRICAL LEGEND: ` SYMBOL DESCRIPTION MOUNTING Yet INCANDESCENT HID, OR CIRCULAR FLUORESCENT S �l LIGHTING FIXTURE, LETTER INDICATES TATE S mim INCANDESCENT, HID, OR CIRCULAR FLUORESCENI' SEE F AM FIXTURE, LETTER INDICATES NDICATES TYPE, SCHEDI JLE CROSS HATCHING INDICATES EMERGENCY CIRCUIT INCANDESCENT, HID, OR CIRCULAR I� � Bi FLUORESCENT LIGHTING FIXTURE, LETTER INDICATES TYPE INCANDESCENT, HID OR CIRCULAR TALI' FLUORESCENT LIGHTING FIXTURE, WALL B& BRACKET TYPE, CROSS HATCHNG INDICATES EMERGENCY CIRCUIT Q FLUORESCENT LIGHTING FIXTURE, LETTER SEE FIXTURE C INDICATES TYPE SCHEDULE FLUORESCENT LIGHTING FIXTURE, LETTER SEE F ® INDICATES TYPE, CROSS HATCHING SCHEDULE C INDICATES DERGENCY CIRCUIT EXIT LIGHT, UNIVERSAL N]OUNTING, SHADED SEE F . ® AREA INDICATES SINGLE OR DOUBLE FACED, SLTE E .ARROWS INDICATE EGRESS DIRECTION RQ EMERGENCY BATTERY OPERATED FIXTURE SEE FI. A(SCHEDULE *__aD POLE, LUMINAIRE, AND BRACKET, LETTER INDICATES TYPE S SWITCH, SINGLE POLE, LETTER INDICATES 48" _\FF a LIGHTS CONTROLLED S2 SWITCH, TWO POLE 48" AF S3 SNITCH, THREE WAY 48" AF S4 SNITCH, FOUR WAY 48" AF SK SWITCH, KEY OPERATED 48" AP SM SIVITCH, MOMENTARY CONTACT 48" AF SLV SIVITCH, LOW VOLTAGE 48" AFP SD DIMMER SWITCH 48" AFC SWITCH WITH PILOT LIGHT 48" AF SINGLE RECEPTACLE, 125v. 18" AF OR AS NOTED DUPLEX RECEPTACLE, 125v. 18" AF OR AS NOTED DUPLEX RECEPTACLE OVER COUNTER DUPLEX RECEPTACLE, 12Sv, WEATHERPROFF 18" AF OR AS WP NOTED DUPLEX RECEPTACLE, 12Sv WITH GROUND 18" AF OR AS GFI� FAULT INTERRUPTER NOTED CLOCK HANGER 16" BELOW CEILING DUPLEX RECEPTACLE, 125v, WITH TOP 13" AFC' OR AS HALF CONTROLLED BY SNITCH NOTED SPECIAL PURPOSE RECEPTACLE -TO •PATCH 18" AFF OR AS EQUIPMENT PLUG OR HARDWIRED NOTED DUPLEX FLOOR RECEPTACLE 12Sv IN WATER FLUSH WITH FLOOR AND CONCRETE TIGHT OUTLET BOX WITH - CARPET FLANGE ® SURFACE NIETAL RACEWAY AND/OR OUTLET ASIDI STRIP TELEPHONE OUTLET, 4" SQUARE BOX WITH 13SINGLE GANG ADAPTER PLATE NOTELEPHONE OUTLET, 4" SQUARE BOX WITH 60 Woo. SINGLE GANG ADAPTER PLATE, BALL NUUNI'ED YHGivc TELEPHONE FLOOR OUTLET ITV WATER AND FL �O CONCRETE TIGHT OUTLET BOX WITH CARPET FLANGE 12 TELEPHONE OUTLET, 4" SQUARE BOX WITH 18" AF PS, SINGLE CANG ADAPTER PLATE PS=PAY STATION J❑ JUNCTION BOX — PANELBOARD 7130 TRANSFORMER, DISCONNECT SW ® MAGNETIC STARTER OR CONTACTOR91. s, NlkNUAL STARTER l : " `;; �• _ COMBINATION STARTER " MOTOR, NUMBER INDICATES HORSEPOWER HEATER IN DUCT OR AHU WITH INTEGRAL CONTACTOR AND FUSES ® TIME SWITCH 60" AFF ® PHOTOCELL ® THERt10STAT 48" AFF mom �l SYMBOL DESCRIPTION MOUNTING T V OUTLET 18" AFF �4 T V CANIERA RACEWAY CONCEALED IN CEILING SLAB, WALL OR FURRED SPACE - RACEWAY UNDERGROUND — — RACEWAY EXPOSED O RACEWAY TURNED TOWARD VIEWER —� RACEWAY TURNED AWAY FROM VIEIVER -+ - +— JUNCTION BY CONDULET OR BOX, AS REQ'D H-17 HOMERUN TO PANELBOARD DESIGNATION AND BRANCH CIRCUIT NUMBER INDICATED MARK ACROSS RACEWAY INDICATES NUMBER OF N0. 12 AIVG CONDUCTORS IN RACEWAY, GENERALLY UNMARKED RUNS INDICATE 2 NO. 12 AWG CONDUCTORS UNLESS OTHERWISE NOTED GROUND ROD -- C]F FIRE .ALARM MANUAL STATION 48" AFF _ �^ FIRE ALARM COMBINATION HORN AND LIGHT ON WALL, 8" BELOW l� N FINISHED CEILING OFIRENIAN'S TELEPHONE 60" AFF FIRE ALARM FLASHING LIGHT ON WALL, 8" BELOW FINISHED CEILING may\ FIRE ALARM COMBINATION BELL AND LIGHT ON WALL, 8" BELOW Lr N FINISHED CEILING l all al FIRE ALARM SPEAKER 12" BELOW FINISHED CEILING �S SMOKE DETECTOR IN IRVELLING UNIT CEILING QSMOKE DETECTOR, TIED INTO F.A. SYSTEM CEILING DUCT SMOKE DETECTOR IN DUCT OHEAT DETECTOR CEILING -0 MAGNETIC DOOR HOLDER FLOW SWITCH eTAMPER SNITCH TROUBLE BELL 8 FIRE ALARM PANEL TOP 5'6" AFF ® FIRE ALARM ANNUNCIATOR PANEL TOP 5'6" AFF — m _ SIGN "IN FIRE EMERGENCY USE EXIT STAIRS" ABBREVIATIONS: A/C AIR CONDITIONING GROUND AFF ABOVE FINISHED HANDHOLE AFG ABOVE FINISHED GRADE HID -.,,T' HIGH INTENSITY DISCHARGE ANN ANNUNCIATOR HP HORSEPOWER ATS AUTOMATIC TRANSFER SWITCH HTR HEATER BFG BELOW FINISHED GRADE INC INCANDESCENT BKR BREAKER JB JUNCTION BOX BLDG BUILDING LTG LIGHTING CKT CIRCUIT ITS LIGHTS CT COOLING TOWER OR MCC MOTOR CONTROL CENTER CURRENT TRANSFORMER MSB MAIN SWITCHBOARD CU CONDENSING UNIT MH{ DISC DISCONNECT MID t DN DOWN N OPULL EF EXHAUST FAN NL IGHT EG EQUIPMENT GROUND PB BOX OR PUSHBUTTON BERG EMERGENCY PNL PANEL ENCL ENCLOSURE PRI PRIMARY EQUIP EQUIPMENT PT POTENTIAL TRANSFORMER EWC ELECTRIC WATER COOLER OB OUTLET BOX EWH ELECTRIC WATER HEATER OH OVERHEAD EX EXPLOSION PROOF RM ROOM EXIST'G EXISTING RECEPT RECEPTACLE EXT EXTERIOR SEC SECONDARY FA FIRE ALARM SW SWITCH FCU FAN COIL UNIT TC TERMINAL CABINET -FIXT FIXTURE TEL TELEPHONE FLEX FLEXIBLE TYP TYPICAL FLUOR FLUORESCENT UG GROUND GEN GENERATOR WP ROOF GFI GROUND FAULT )(MR , ° SFOR\tER INTERRUPTER GENtRAL TES. t , 1. All iLL 1:0 1XUI1-) 3/4" UNLESS OTHERWISE NOTED. 2. NOT ALL SYMBOLS AND ABBREVIATIONS ARE USED ON THE DRAWINGS. 3. MIN WIRE SIZE #12 COPPER THW THHN/THWN UNLESS OTHERIISE TYPEI MANUFACTURER /-\ I PZE.SCOL.I'TE P P2ESCOL_E7(;, G P2E6COL1 T E_ 0 Pre ESCOL-ITG G P2ESccDL_rfC F 1<A. tZ /-n APPL GTc�N H \u�-rlN�,l-IouSc ,I 61/A 1<4.,T2 K PRE6C0 L ITE L_ P2ESCOL.-/TE /A P2ESC0 L I T E IV //\ I L_ L_ e Tz O //\ I L_ L 6 2 P /AILLER C4 PleE6cou-rE 2 NU -TO NE S PRESCC)L_I-T•E T P2C.hCOL-I-re CIE L 1 6PAU L 01 t l4 � V hPAULf�I N C.a /AE AS L, LIGHTING FIXTURE SCHEDULE" CATALOG NO. LAMPS VOLTS1 MOUNTING REMARKS \V13-Iq 2-IOC7\\/ 120 \VP.LL SQTItV THE2/noP/�L_ L�LA'��� G4 S Co 22W FS'rq 1 2 0 SL12FA CG C) L_ OIZ u//\ 21-S18 100\V 120 2ECES6CC) S34n'LLPF F2v 120 hu2FACE. 30S-7 F-40 1 20 \VALE. S—t A,I fp- 5y q4h-24o 2-F4Co 120 5u2FACC- \VIZ/aPA201.)Np AC2YL.IC LIZK.Itj cOP3Vw20LI ISO\\l,41q 120 \v/s.L-L_ \/4,P02 TIC -,HT \\IITN G,Lot3E G,�A2r� LlObC72-Ll0004 IItow 12o PEW or=NT A\12C2�\FT Of3�oTRUCTtOP1 OCH-140 Z6 F40 120 h1-12FAC.C- q 4,E2, 3 -75\V , A I 1 2O SL)IZPA. CE OPAL_ 00U/A 4b2o 100\1114.Iq 120 \\/AL.L_ h- .-Tv.1 OPAL. L,L.ASL✓ 1050--720 I50\V,A.21 120 2ECEh5E0 /5E.A/ALE' <j /nILLIL7200VE (3AFFLE 71441a12A4N 4-F3S 120 72oFGC12 CLEAe 4\0_2`-III-IC l-ENS TD41Q2A4N 4-F3S 12o T2pFPE2 CLEAR A\C-Z vIL_IC LENS TF2►g211,4N 2-F 36 120 TIZ0FFE2 CLEA(Z �\CR�t'LIC LENS PP6xTO--'S 25c)\N 7,40 ►20 2ECE,.4bSEo HEAT L/-\/P\P g4►SF 25o\\I R40 120 2ECEGGC0 HEAT LA/NP 4. 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T" 1Y': .. .xx _✓¢: _..,...<r s 9°.". 4'. ,. .raaf. Yw' .. r. ,r..., '., .? .: �ti , �'.^�k. A I '# i�� �Prt'`Yyy�t1?FrrLg 'M �' nxt` r� " ir Ail, azW ,,-U^.�-.,.asx�s",r ■ =Ikiwd==MA\=iElam =ia: 1 a1►irr==MA\� =7 =W• — . — mom Eqnl= 4 . i Ti T tl is j • • • r.J MF• %A...- .. 1 t. :.x L✓Li; � 1 44..... ''V } A I.i':".�y .(li'?�. 1 �, e WIN is A b k g -k)l Nd!-qM,�A 9, E� au -1=-w 0 a X ■ ,:�L®: NOTE: SEE SHEET 1. THRUST BLOCK SIZES B NOTES" FOR THRUST BLOCK 81 TRENCH DETAIL INFORMATION EDGE OF CROSSCUT CONC. THRUST BLOCK Q. N G.I. FITTING j UNDISTURBED SOIL TYPICAL SECTION .(7 TAPPED TEE WITH 'PLUG UNDISTURBED SOIL TYR 450 BEND & SMALLER BOARD BEHIND ' \\\�, BELL LIP MUST /. \\NOT INTERFERE WITH JOINT TYR \\ PLUG \% TYP CROSS WITH PLUG TEE ONC. THRUST (LOCK TYP. WOOD BLOCKING TYP. �\7 w K4 TEE WITH PLUG / UNDISTURBED \// SOIL TYP. CONC. T BLOCK THRUST WOOD a. ° \\� BLOCKING- a ��\ TYR f BEND MONTE CARLO BEACH CLUES THRUST BLOCK SIZES TRENCFt PIPE 90°BEND45°BEND 2-V2bEND11-1/48ENDWYESBTEES BEARING BEARING BEARING BEARING BEARING MAX. MIN. DIA.(INS) AR& AREA iE AREA -A- AREA AREA AE WID.TH COVER 2 0.5 0.5 0.5 0.5 0.5 I8' 3011 3 1.0 . 1.0 1.0 1.0 1.0 18 ' 3011 4 1.2 1.0 1.0 1.0 1.0 1811 3011 6 2.6 1.4 1.0 1.0 1.0 21 30'1 8 , 4.6 2.5 1.3 1.0 -3.3 2411 3011 10 7.3 3.9 2.0 1.0 5.9 2611 361' 12 10.0 5.7 2.9 1.5 7.7 2811 36'1 14 14.2 7.7 3.9 2-0 10.0 3011 3611 16 18.5 10.0 5.6 2.6 13.4 31" 36" 18 23.4 12.7 6.5 3.3 16.6 3211 361' 20 28.8 15.6 8.0 4.7 20.0 3311 3611 24 41.7 22.3 10.2 5.9 29.0 3611 36" BASED ON 130 P.S.I. PRESSURES 8 2000 P.S.F. SOIL BEARINGS' * BEARING AREA GIVEN IN SO. FT. NOTES I. THRUST BLOCKS. SHALL BE REQUIRED AGAINST UNDISTURBED MATERIAL. WHERE TRENCH WALL HAS BEEN DISTURBED, EXCAVATE ALL LOOSE MATERAL AND EXTEND THRUST BLOCK TO UNDISTURBED MATERAL. 2. ON TEES a BENDS EXTEND THRUST BLOCK FULL LENGTH OF FITTING. 3. PUT BOARD IN FRONT OF PLUG AT TEE OR CROSS BEFORE POURING CONCRETE THRUST BLOCK. 4. BACKFILL SHALL CONSIST ENTIRELY OF CLEAN SAND AND ROCK FRAGMENTS. ANY MUCK ENCOUNTERED SHALL BE REPLACED WITH. ACCEPTABLE BACKFILL. 5, ALL WOOD BLOCKING SHALL BE PRESSURE TREATED. 6. ALL THRUST BLOCKS MUST BE FORMED UP TO PREVENT CONCRETE FROM FOULING JOINTS OR BOLTS. B LOWOFF DETAIL, WATER DISTRIBUTION DETAILS VARIES LIMIT OF HYDRANT ASSEMBLY oM � -_FIRE HYDRANT WITH 5 1/4" VALVE OPENING 24" DIAMETER x 8" CONCRETE COLLAR P CONC. THRUST Z 6 GATE --- BLOCK AGAINST VALVE 1611 SQ. UNDISTURBED Q BOX x 4" CONC TRENCH BANK ro COLLAR TEE 5/3" TIE RODS CONCRETE (MIN. 2 REQD.) x1511x 41 MIN. 2 CU. FT. THRUST 15" BLOCK CONC. PAD CRUSHED ROCK OR GRAVEL NOTE: ALL FITTINGS TO BE MECHANICAL JOINT 1 IIC LIIIC SECTION "A -A" LETTERING "WATER" ON COVER FINISH GRADE CONC PAD SQ. X 4" THICK N IN UNPAVEC Z Q AREAS i z 2-#3 CONT. 0 2 ADJUSTABLE Iz I ui VALVE BOX > 0 GATE VALVE -� _ v DATE I BY I DESCRIPTION REVISION + -- ": ry THRUST BLOCK IN TRAFFIC AREAS FIELD: DRAWN BY: RAY CHECKED BY: DATE: JOB NO. B/- 070 1 SEAL LINDAIII-, BROWNIN((, I LRRARI R HLL LSI ROM, IN( (r)N,rl I IN:. I N1,I1II I RS.I'l ANrJI I?t A �1I11%I �uPS 12G INIIIANIl)WN R(IAII 1, (()1 I)RAU(I N% I Nill II/ tOf'111 ti I(()NI, tI R11I 11.O. MIX 11 t11111 I IO ti11111 ..0" IIpIIIP, I1'IRIIIA M-K SIIIARI, IURII:AI 111 I(IRI I'll R(I 1I(WIDA II ISO SCALE: N.T S. DR. NO: SHEET B Of /4 a 8 / -07G Cl •1►\rr=MMWAITi aM=I =V!\M=■flolEli= EMERGENCY PUMP CONNECTION 4°-90' FLANGED ELBOW 4" PLUG VALVE DeZURICK OR EQUAL -- TYPICAL PIPING ARRANGEMENT ffm VALVE BOX-` 411 BALL CHECK VALVE 4Itx 4° TEE • , • • . , t , Y t l ♦.}I r"' 44 )14L ry i S h ti 4� f fir ,i7"4�y'tl IF;ly3tlp�u� h fn `F�" " iY-0rk��`Lx� p �� '" r ^e. • • • , , ?�, • • �i � • •] [.Z Z•Z•Z� �', �*: .:..:'r. ... 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COAT INSIDE AND OUT W/2 COATS BITUMASTIC COAL -TAR EPDXY 4° DISCHARGE CONNECTION CONCRETE SLAB- NOTE: ALL BARS IN TOP SLAB TO BE No.5 SIZE AND LOCATION OF OPENING IN TOP SLAB TO BE VERIFIED BY CONTRACTOR WITH REQUIREMENT OR PUMP MANUFACTURER. 77 € " 6 6„ PIPE 120 V. TO 24 V. CONTROL TRANSFORMER FUSE BLOCK FOR 120 V. CONTROL(TAP) PROTECTION 20 A.FUSE NOTE: SEE SPECIFICATION FOR CONTROL REQUIREMENT TO TRANSFORMER (SERVICE)i 6°ENCASEMENT (FRONT ELEV.) 7CONIMOL PANEL ELEVA"T"10N TA i MAST=. G I. PREWIRED STA- CON CONTROL PANEL NO. 3823 ( EXCEPT THAT THE CABINET SHALL BE NEMA 3R TYPE 304 STAINLESS STEEL) WEATHER CONTROL PANEL FOR TWO PUMPS (MOUNTED AND CONNECTED BY ELECTRIC CONTRACTOR ) . 2. 4° GALVINIZED PIPE SCH. 40 (7!-0" LONG) WITH CAP AND KINDORF CHANNEL 1 1/2°x 1 1/2" WITH HOLES, MOUNTED AS SHOWN. FASTEN WITH RUST- PROOF U- BOLTS AND PAINT AFTER ASSEMBLY. PIPE SHALL BE CONTINUOUS AND FILLED WITH CONCRETE. 3. VAPOR PROOF 120 V., 100 W., RED LIGHT FIXTURE WITH GUARD AND FLASHED: CONNECT TO HIGH WATER ALARM CIRCUIT (FURNISHED WITH CONTROL PANEL). 4. WEATHER PROOF BELL (41' DIA.) CONNECT TO HIGH WATER ALARM CIRCUIT ( FURNISHED WITH CONTROL PANEL). 5. POURED CONCRETE BASE 1'-6 11 DIA. x 3'- 0° AS SHOWN. 6. SERVICE CONDUIT TO TRANSFORMER, 3#8 0 LEGS AND 1#8 NEUT. THW IN 111PVC CONDUIT. 7 5/8" DIA. x 10'-0" LONG DRIVEN COPPER GROUND ROD. 8. 1#6 THW GROUND, CONDUCTOR IN 1/2It RIGID CONDUIT. CLAMP TO DRIVEN GROUND ROD AS SHOWN. 9. 1° CONDUIT FOR FLYGT LIQUID LEVEL CONTROL CABLES (44* 14). 10. 2° CONDUIT FOR SUBMERSIBLE PUMP WATER- PROOF CABLE, 115 V. CIRCUITS - AS REQUIRED NO.6 GROUND 71 ' ' PTO 5/8" x 8° 100 A., 3 0, 4 W.MAIN BREAKER 100 A., 3 0, 4 W BREAKER EMERGENCY �� v� MOTORS I. THE CONTRACTOR SHALL FURNISH AND INSTALL ONE WET WELL SEWAGE PUMPING STATION WITH ASSOCIATED N0. 6 1-1/4 U.G. TO 115/230 V�O�_W. EQUIPMENT AS MANUFACTURED BY FLYGT SEWAGE PUMP MODELCP3101-433 SERIES SERVICE CONFIRM SEE POWER AND CONTROL OR APPROVED EQUAL. LOCATION W/ FP E L. CO. �{IGH WATER ALARM SCHEMATIC AND MANU- (SEE PLAN AND SPECS.) FACTURERS SHOP DRAWINGS 2. THE WET WELL SHALL BE CONSTRUCTED OF REINFORCED CONCRETE PIPE CONFIRMING TO A.S.T.M. C-76 CLASS 3, WALL °8°. STEEL TO HAVE MINIMUM 1 1/2" COVER. ALL JOINTS SHALL HAVE°0° RING SEAL AND GROUTED FOR ZERO CONTROL PANEL- FURNISHED WITH INFILTRATION. LIFT STATION 3. THE MOTORS SHALL BE 5.0 H.P1750R.PM. CLASS„F11 INSULATION, NEMA°B° DESIGN, WATER TIGHT AND POSITIVELY OIL COOLED FOR EMU PUMPS, AIR COOLED FOR FLYGT PUMPS. 4. THE PUMPS SHALL BE CAPABLE OF DELIVERING 200 G.P.M. AT A TOTAL DYNAMIC HEAD OF 30 FEET. HOSE BIBB W/ REMOVABLE 3/4�� GALV ELL----,, SIDE RAIL 5. FOR CONTROL OF THE 2- 5.0 H.P.230 VOLT, 3 PHASE, 4 WIRE, 60 HERTZ PUMPS, AN AUTOMATIC PUMPTYPE HANDLE OR PIPE CONTROL CENTER, AS MANUFACTURED BY STA- CON SHALL BE FURNISHED AND INSTALLED. THE CONTROL CENTER SHALL BE CONTAINED IN A STEEL OR STAINLESS STEEL (STA-CON OR N '-VACUUM BREAKER EQUAL) ENCLOSURE. EACH PUMP SHALL HAVE AN INDIVIDUAL DISCONNECT SWITCH MAGNETIC STARTER , WITH 3 PHASE OVERLOAD PROTECTION AND MANUAL RESETS, HAND -OFF -AUTOMATIC SELECTOR SWITCHES, FIN. GRADE _ _ _ CONTROL DISCONNECT WITH INDIVIDUAL TRANSFORMER FOR SAME, SINGLE PHASE MONITORING, PUMP ALTERNATOR , //i a/- - / ° / - /- _ ' / SWITCH, BY-PASS CIRCUITRY FOR THE PUMP ALTERNATOR IN THE EVENT OF FAILURE, ELAPSED TIME METER 4"x4" CONC. POST FOR EACH PUMP, GENERATOR RECEPTACLE WITH EMERGENCY CIRCUIT BREAKER AND MECHANICAL INTERLOCK o 18 BETWEEN THE MAIN AND EMERGENCY BREAKERS TO PREVENT BOTH POWER SOURCES BEING OPERABLE AT THE ro 3/4 GALV. SAME TIME, HIGH LEVEL ALARM LIGHT SUITABLE FOR MOUNTING REMOTELY FROM THE CONTROL PANEL IRON PIPE COMPLETE WITH RELAY AND PANEL PILOT LIGHT, PANEL MOUNTED AMMETER FOR EACH PUMP. ONE 115 VOLT DUPLEX RECEPTACLE WITH 20 AMP SIMPLEX G.F.I. SHALL BE PROVIDED. 3/411 GALV ELL 6. ALL PIPING AND FITTINGS FOR DISCHARGE PIPING THROUGH WYE SHALL BE DUCTILE IRON FLANGED JOINT. 3/4°x I° RED. ADAPTOR LW I,WATER SERVICE 7. THE HATCH COVERS SHALL BE FURNISHED BY PUMP MANUFACTURER. E3ft E ELL 8. WARRANTY: PUMP SHALL HAVE A FIVE (5) YEAR.WARRANTY. CONTROLS, COMPONENT, VALVES, PIPING, ETC. SHALL HOSE BIBS ASSE E3LY SHALL HAVE A ONE (1) YEAR WARRANTY FROM DATE OF ACCEPTANCE BY ENGINEER. DETAIL TYPICAL - CONFIRM WITH MANUFACTURER FIELD: LINDAHL, BROWNING, FERRARI & HELLSTROM, INC.', 5 CONSULTING ENGINEERS, PLANNERS & SURVEYORS 426 INDIANTOWN ROAD 951 COLORADO AVENUE 117 SOUTH SECOND STREET @ P.O. BOX 727 SUITE 410 SUITE 202 DRAWN BY: CHECKED BY: E JUPITER, FLORIDA 33458 STUART, FLORIDA 33494 FORT PIERCE, FLORIDA 33450 DATE: DATE BY DESCRIPTION REVISION JOB NO. SEAL SC:.AiF: r�/.T S. DR. NO: t. SHE CLEARIfJ P,UBiI', 'J=D I ;'JC "JCTES AND SPECIE L NIE"PAL NOTES AND SPECIFICATION 1, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL EXISTING BUILDINGS, STRUCTURES, AND UTILITIES THAT ARE UNDERGROUND, ABOVEGROUND, OR ON THE SURFACE AGAINST CONSTRUCTION OPERATIONS THAT MAY BE HAZARDOUS TO SAID FACILITIES AND SHALL HOLD AND SAVE THE O1,PiER HARMLESS AGAINST ALL CLAIMS OF DAMAGE, 2, WHERE UNSUITABLE MATERIAL IS ENCOUNTERED, IT SHALL BE REMOVED TO A DEPTH AND AREA AS DETERMINED BY THE ENGINEERR THEN BACKFILLED WITH APPROVED SELECT MATERIALS AND COMPACTED TO 95% DENSITY BASED ON MODIFIED PROCTOR TEST PROCEDURES, 3, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED TESTS AND SHALL SUBMIT REPORTS BY AN INDEPENDEN,`'`"'' LABORATORY APPROVED BY THE ENGINEER, 4, ALL WORK SHALL BE PERFORMED IN A WORKMANLIKE MANNER' ° SHALL CONFORM WITH ALL APPLICABLE CITY, COUNTY, STATE° AND FEDERAL REGULATIONS AND/OR CODES, INCLUDING OSHA, THE CONTRACTOR, SHALL OBTAIN ALL PER"ZITS AND LICENS- TH REQUIRED TO BEGIN WORK .w. 5. ;ALL CONCRETE SHALL DEVEL A i A COm PRFSSIVE STRENGTH OF 3,000 P,S,I; UNLESS OTHERWISE NOTED, 6, ALL REINFORCING STEEL SHALL CONFORM TO ASTPi A-615-68, (FY+40,000 P,S,I,), 7, THE CONTRACTOR SHALL GIVE THE ENGINEER 24 HOURS NOTICE PRIOR TO REQUESTING REQUIRED INSPECTIONS AND SHALL SUPPLY ALL EQUIPMENT NECESSARY TO PROPERLY TEST AND INSPECT THE COMPLETED WORK, 3, THE CONTRACTOR SHALL COORDINATE PROJECT CONSTRUCTION AND GIVE ADEQUATE NOTIFICATION TO ALL AFFECTED UTILITY OWNERS WITH REGARD TO THE NEED FOR REMOVAL, RELOCATION OR ALTERATION OF THEIR, EXISTING FACILITIES SUCH AS FLORID' POWER AND LIGHT CO., SOUTHERN BELL TELEPHONE, CABLE T1.1.1 ETC 9. THE CONTRACTOR SHALE GUAP,ANTEE ALL WORK AND hIATERIA` FOR A PERIOD OF ONE YEAR FROM THE DATE OF PROJECT ACCEPTANCE, DURING WHICH ALL FAULTY CONSTRUCTION AND/OR MATERIALS SHALL BE CORRECTED AT THE CONTRACTOR'S EXPEiISE.' 10. THE CONTRACTOR SHALL VISUALLYE- SINE -THE CONSTRUCTION SITE TO DETERMINE THE AMOUNT OF CLEARING AflD EXISTING FACILITIES TO BE REPLACED, REMOVED AND/OR RELOCATED WHICH MAY BE REOUIRED IN ORDER TO COMPLETE THE WORK, 11, THE CONTRACTOR SIjALL GIVE T ENGINEER 24 HOURS NOTICE PRIOR TO REQUESTING REQUIR.ED INS,IONS AND SHALL SUPPLY ALLEQHIPMENT NECESSARY TO PROPERLY' INSPECT THE COMPLETED UOP,K, 12, THE CONTRACTOR SHALL` E PROJECT CONSTRUCTION AND GIVE ADEQUATE NOTIFICATION TO ALL AFFECTED UTILITY OWNERS WITH REGARD TO THE NEED FOR REMOVAL, RELOCATION OR ALTERATION OF THEIR EXISTING FACILITIES SUCH AS FLORIDA POI '° OUTHEP,N B LL TELEPHONE, CABLE TV, ET 13, THE CONTRACTOR SHALL GUA A PERIOD OF ONE YEAR FROM THE DATE OF PROJECT ACCEPTANCE, DURING WHICH ALL FAULTY CONSTRUCTION .AND/OR MATERIALS SHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE, 14, SUBSEQUENT TO COMPLETION OF THE CONTRACT WORK, BUT PRIOR T SUBMISSION OF THE REQUEST FOR FINAL PAYMENT, THE CONTRACTO, SHALL PREPARE, IN DUPLICATE, RECORD DRAWINGS OF COMPLETED SITE CONSTRUCTION SHOWING, FINAL LOCATION BY ROADWAY CENTERLINE STATIONING AND/OR OTHER ACCEPTABLE MEASUREMENT, ALL LINES, FITTINGS, VALVES, SANITARY OR DRAINAGE STRUCTURES, ETC. A L REVISIONS TO THE ORIGINAL PLANS, REQUIRED DEPTHS AND INVER ELEVATIONS, AND ALL INFORMATION NECESSARY TO LOCATE AND/OR OPERATE STANDARD COLOR_ STAKING FOR UNDERGROUND FACILITIES SHALL BE ADHERED TO: N THE UNIFORM COLOR CODE THAT IS NOW MOST COMMONLY USED IN STAKING AND MARKING THE LOCATION OF UNDERGROUND FACILITIES ISc" YELLOW - GAS, OIL, PETROLEUM AND OTHER HAZARDOUS LIQUIDS OR GASEOUS MATERIALS, mwo �� RED - ELECTRIC POWER LINES OR CONDUITS, ORANGE - COMMUNICATIONS LINES OR CABLES, INCLUDING BUT NOT LIMITED TO TELEPHONE, TELEGRAPH, FIRE SIGNALS, CABLE TV, CIVIL DEFENSE, AND ELECTRONIC CONTROLS, BLUE - WATER GREEN - STORM AND SANITARY SEWERS INCLUDING FORCE MAINS AND OTHER NON HAZARDOUS MATERIAL, L CLEARING SHALL BE LIMITED TO CONSTRUCTION AREA AND/OP AS DIRECTED BY THE OWNER OR HIS REPRESENTATIVE. 2. GRUBBING; OF ALL STUMPS, ROOTS, BURIED LOGS OR OTHER OBJECTIONABLE MATTER SHALL BE TO A DEPTH OF 18" BELOW NATURAL GROUND OR DESIGN GRADE WHICH EVER IS LOWER. 3. DEBRIS REMOVAL: ALL DEBRIS SHALL BE REMOVED FRO 14 AND -LEGALLY DISPOSED OF, DEBRIS MAY BE BURNED UPON OB- TAINING PROPER BURNING PERMITS, ANY UNBURNED REMAINS ARE TO BE REMOVED FROM THE CONSTRUCTION SITE. 4, GRADING SHALL BE LIMITED TO ROADWAYS, RETENTION AREAS AND SWALES ONLY. LOT GRADING WILL BE DONE BY OTHERS. 5, ALL EXCESS MATERIAL SHALL BE DISPOSED F Y THE CONTRACTOR AS DIRECTED BY THE OWNER OR ENGINEE 6. GRADES SHOWN ARE FINISH GRADE- E ENGINEER DR HIS AUTHORIZEFRHP'RESENTATI`VE (74"F-9248`° SHALL B NOTIF.L__ 1, PRIOR TO ANY MAJOR DEVIATION FROM THE APPROVED PLANS, 2,PRIOR TO BACKFILLING OF TRENCHES CONTAINING HYDPAULIC CONDUITS, SO THAT JOINTING MAY BE MUTUALLY APPROVED. 3. UPON COMPLETION OF SUBGRADE COMPACTING. 4, AT THE TIME OF DELIVERY OF BASE MATERIAL. 5, UPON COMPLETION OF THE BASE AND PRIOR TO PRIMING, 6, IMMEDIATELY PRIOR TO AND UPON THE FIRST APPLICATION OF THE PL,ANT- MIXED WEARING COURSE. 7, UPON COMPLETION OF CONSTRUCTION. A FINAL INSPECTION WILL BE MADE WITH YOUR R. ESENTATIVE. SANITARY SEWAGE COLLECTION SYSTEM 1. ALL PVC PIPE WILL BE (C-900) AND SHALL MEET FORT PIERCE UTILITY AUTHORITY STANDARD SPECIFICATION FOR SANITARY SEWER COLLECTION SYSTEM SECTION III. - 1 1...,- 2. f I'JHOLES SHALL BE CONSTRUCTED USING N`AR � BURNED CLAY�ERICKS CO, FORiVIING TO ASTM C-32, GRADE M.A, OR SEGi`'LN1AL CO,JCREIE 14" SO�; Y UNITS CONi ,l''ING TO AST1 C-139, A'JO PLANTERED WITH PORTLAND CEMENT -MORTAR ACCORDING TO ASTM C-270, PRECAST ['ANHOLES MAY BE USED AFTER APPROVAL OF SHOP DRAh'LNG BY THE ENGINEER. 3'. BEFORE PIPE IS LAID OR STRUCTURES BUILT, iHF AND EXCAVATION SHALL BE FREE FROi'i WATER. 11EWAIEDNJS SHALL CONTNUE UNTIL BACKFILLING IS COM �aLL BE CLEAN AND SA4D ERIE FR011i ORGANIC 4, INFILTRATION SHALL BE LESS THAN 2501, TER PER 24 HOURS PER MILE OF GRAVITY SEWER PIPE�BEL( LE AT TIME OF TESTING. 5.1,'HEREWATER AND SEWER MAINS CROSS WITH LESS THAN 18" VERTICAL CLEARANCE OR ANYTIME A WATER MAIN CROSSES UNDER A SEWER, THE SEWER WILL BE 20 FEET OF EITHER CAST IRON OR CONCRETE ENCASED VITRIFIED CLAY PIPE, CENTERED ON THE POINT OF CROSSING. WHERE A WATER MAIN PARALLELS A SEWER NiAIN, A SEPARATION OF Al LEAST 10 FEET SHALL BE MAINTAINED, 6. DUCTILE IRON PIPE SHALL BE BITUMINOUS COATED CONEORiIING TO ANSI A21.5 AND ANSI A21.51 AND SHALL BE LINED W11H CLiILNT MORTAR CONFORMING TO ANSI A21,4. BACKFILLING: THE BACKFILL AROUND THE PIPE TO A DLPIH OF 014E FOOT ABOVE THE PIPE SHALL BE COiIPACILD TO NOT [[SS THAN 98 PERCENT OF THE MAXIMUM DENSITY A = 180. THE REMAINING BACKFILL TO THE S 1 �...M. 1 L BE COMPACTED TO NOT LES$ THAN 96 PERC. �' FNSITY ��ED` BY AASHTO T-18 I 1. FORCE MAIN SHALL BE CONSTRUCTED OF 4" PVC -CONFORMING TO AWWA STANDARD C-900-75, PVC 1120, SDR 18, HAVING AN OUTSIDE DIAMETER (O,D,) EQUIVALENT TO CAST IRON, PIPE SHALL BEA IDENTIFICATION MARKINGS IN ACCORDANCE WITH AWWA STANDARD C-9 2, MINIMUM COVER OVER FORCE MAIN SHALL BE 30 INCHES BELOW FINIS _ C IA ,.. , .. r . - ....,. . , ... .. lid; . ..w.. . • ." .,,, D, ALL FITTINGS SHALL BE MECHANICAL JOI f. ' 4, ALL VALVES SHALL BE OF THE NON -LUBRICATING ECCENTRIC YP`. BODIES SHALL BE CAST IRON WITH MECHANICAL JOINT ENDS ALVES SHALL BE MINIMUM 175 PSI WORKING CLASS, VALVES SHALL' AVE A BALANCED PLUG, COATED WITH A RESILIENT MATERIAL SUITABLE FOR USE WITH DOMESTIC WASTEWATER. VALVES SHALL BE DE ZURIK, 0400, FIG. 118, F. 6, RS1.6, OR EQUIVALENT. CONSTRUCTION AND PRESSURE TESTING OF FORCE MAIN SHALL CONFORM WITH APPLICABLE SECTIONS OF SPECIFICATIONS FOR THE CONSTRUCTION OF WATER DISTRIBUTION SYSTEMS FOR C-900 PRESSURE PIPE IN ACCOR- DANCE WITH AWWA, DRAINAGE 1, PIPE TRENCH SHALL BE DRY WHILE PIPE IS BEING LAID AND "BEDDED" AS PER DETAIL AND SECTION 1130, DOT STANDARD SPECIFICATIONS, 1977 EDITION. 2, ALL REINFORCED CONCRETE PIPE SHALL CONFORM TO ASTM C-76, CLASS III (3), WALL A OR B, JOINTS SHALL BE "O-PING" TYPE, AND CONFORM WITH SECTION 941, D.O.T. STANDARD SPECIFICATIONS, 3, ALL CONCRETE SHALL DEVELOP A 28 DAY COMPRESSIVE S OF 3000 PSI. 4, ALL REINFORCING STEEL SHALL BE DEFORMED BARS COMF WITH ASTM A-615-68, 5, TRENCH EXCAVATION AND BACKFILLING OPERATIONS SHALL MEET REQUIREMENTS OF SECTION 125 DOT STANDARD SPECIFICATIONS, 1977 EDITION, PARTICULAR EMPHASIS IS GIVEN TO ARTICLE 125-8.3, BACKFILLING OPERATIONS. THE CONTRACTOR SHALL PROVIDE FOR THE NECESSARY DENSITY TESTS TO COMPLY WITH THIS SECTION. 6, DRAINAGE STRUCTURES SHALL BE CONSTRUCTED AS PER DETAIL, 7 CONFORMRWITHETHE REQUIREMINUM ENTS OPE FCAASHTO M-196LL CURRENT EDITION. ROADWAY SPECIFICATIONS 1. ALL CONSTRUCTION SHALL 'BE IN ACCORDANCE WITH APPLICABLE FLORIDA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS, 1977 EDITION, 2. SUBGRADE SHALL BE STABILIZED 8" AND COMPACTED TO 987 MAX, DRY DENSITY IN ACCORDANCE WITH AASHTO T-180, EXTENDED 6" BEYOND THE BASE. 3. BASE: SHALL BE 6" LIMEROCK OR COQUINA CONSTRUCTED IN TWO (2) COURSES AND COMPACTED TO 98% DRY DENSITY AS DETERMINED BY AASHTO T-180 PROCEDURES, MINIMUM PERCENTAGE OF CARBONATES SHALL BE 95% FOR OCALA LIMEROCK AND 70% FOR MIAMI LIMEROCK. EXTEND BASE 6" BEYOND SURFACE COURSE. 4, A PRIME COAT OF CUT -BACK ASHPALT OR TAR SHALL BE APPLIED AT THE RATE OF 0.25 GALLONS PER SQUARE YARD. 5. SURFACE COURSE; 1-1J4" TYPE S-1 ASPHALTIC CONCRETE. 6. THE CONTRACTOR SHALL RETAIN THE SERVICES OF AN APPROVED INDEPENDENT TESTING LABORATORY OR LABORATORIES TO CONDUCT ALL REQUIRED TESTS ON SUBGRADE, BASE AND SURFACE COURSE MATERIALS. TEST RESULTS MUST BE SUBMITTED PRIOR TO ANY REQUEST FOR PAYMENT OF ITEI1S LISTED ABOVE. 7. SHOULD ANY COMPACTION TEST FAIL TO MEET_ SPECIFICATIONS AS SHOWN HEREIN, THE CONTRACTOR SHALL AT HIS EXPENSE CORRECT ALL DEFICIENT WORK AND SUBMIT LABORATORY TEST RESULT SHOWNING COMPLIANCE WITH THESE SPECIFICATIONS. 8 ALL UNDERGROUND UTILITIES WITHIN AREA OF ROAD CONSTRUCTION w SHALL BE INSTALLED PRIOR TO CONSTRUCTING ROADS, 9, MUCK:_ ANY ORGANIC OR OTHERWISE OBJECTIONABLE OR UNSUITABLE MATERIAL ENCOUNTERE-D IN THE AREA OR ROAD RIGHT OF WAY SHALL BE STfUPPED AND BACKFILLED`41TH SUITABLE SUBGRADE MATERIAL, 1.0, ALL WORK TO CONFORM TO ST. LUCIE COUNTY SPECS OR DOT SPECS WHEN REFERRED TO BY_COUNTY SPECS,�� 11, REMOVE ANY PLASTIC MATERIAL CA-2-6, A-2-7, A-4, A-5, A-6, A-7 MUCK) LYING WITHIN 36" OF FINISHED ROAD GRAD AND REPLACE WITH A-3 MATERIAL ACCORDING TO DOT SPECS, `f _ FIELD FT CC,00, ALL 1N:,iALLAIION PRO- R"',NCE WITH THE PIPE f' NUFACTURER'c ^"PLETE BACKFILLING, EACH JOINT UAL OBSERVATION DURING TEST OPER- E 3J, ,N':�HES, 'UM C`D 20 INCHES, 3, POLYVINYL CAND COUPLINGS SHALL BE PVC 1120, DRY, N OUTSIDE DIAi",ETER (OD) D I ",ENS IONS OF CAS NG h I TH AbIW'A STIJDARD C-900, PIPE AR IDENTIFICATION f'ARI;INGS IN ACCORDANCL,I 4, PVC PIPE SHALL B''. C (FU _DER) GASKET COUPLINGS CONFORMING T�. T31 39 AND HAVE THICKENED INTEGRAL BELLS, STORAGE LING AND INSTALLATION OF PVC PIPE SHALL BE IN ACCORDAIJC 'WITH THE MANUEACTURER'S LATEST P[=C0'�iIEN'DATIONS AND INSTRUCTIONS, 5, ALL FITTINGS SHALL BE MFCHANICAL JOINT DUCTILE OR CAST IRON CON'; ORMiING TO THE REOUIRLFENTS OF *,'WA C-120 OR C-1111 AND SHALL BE CEMENT MORTAR LINED IN CONFORMANCE WITH AWWA C-104 LATEST REVISION. 6, JOINTS SHALL BE I°iECHANICAL JOINTS, ANr SHALL BE OF THE STUFFING BOX TYPE AND SHALL CONFORM"1 TO THE LATEST AIi,'WA STANDARD C-111 EVISED. GATE VALVES SHALL BE BUBBLE TIGHT RATED FOR 200 PSI WORKING SURE AND BE IRON BODY BRONZE MOUNTED, DOUBLE DISC, PARALLEL NON RISING SEF1 WITH MECHANICAL JOINT ENDS IN CONFOR,"7,NCE AWW'A C-500-71, VALVE BOXES SHALL BE CAST IRON AND WITH THE NiORD "WATER" CAST ON A STAY PUT TYPE COVER AND PAINTED YELLOW, 5 INCH MINIiMUM DIAMETER AND OF THE ADhJUSTABEL TYPE, ACONCRETE PAD SHALL BE POUR[ P n °nv 8. DISINFECTION OF WATER MAINS SHALL BE IN ACCORDANCE WITH AWWA BULLETIN C-601 , SAINT LUCIE COUNTY-, AND SHALL SATISFY ALL FLORIDA DEPARTMENT OF ENVIRONMENTAL REGULATION, 9, POLYVINYL CHLORiz- P r'E SHALL CONFORM IIITN ASTi1 D-1785, SCHEDULE 40 AND 80, (PIPE "AND SMALLER), WHERE WATER A1'D SEWER MAINS CROSS�WITH LESS THAN 18" VERTICAL :CLEARANCE OR ANYTIME A WATER MAIN CROSSES UNDER SEWER, THE SEWER WILL BE 20' OF EITHER CAST IRON PIPL OF CONCRETE ENCASED VITRIFIED CLAY PIPE, CENTERED ON THE POINT OF CROSSING, WHEN A WATER MAIN PARALLELS SEWER MAIN, A MINIMUM SEPARATION OF AT LEAST TO' SHOULD BE MAINTAINED, 11. AFTER THE PIPE HAS BEEN LAID AND TRENCH PARTIALLY BACKFILLED, THL PIPE[INE SHALL BE SUBJECTED TO A HYDROSTATIC PRESSURE OF 150 1),S,1.C. FOR A PEP, IOD'OF NOT LESS THAN 1 HOUR, ALL JOINTS AND FITTINGS SHALL BE INSPECTED, AfJD ALL VISIBLE LEAKS SHALL BE REPAIRED AND MADE TIGHT, WATER MAIN PRESSURE SHALL REMAIN AT 150,,P,S,I,G, AND MAINTAINED FOR ,A PERIOD OF NOT LESS THAN 2 HOURS, DURING THIS PERIOD LEAKAGE RATES SHALL NOT EXCEED ;12 GAL/INCH DIAMETER,/1,000 FEET OF PIPE. IF LEAKAGE IS AT A RATE IN EXCESS OF THAT SPECIFIED, THE CONTRACTOR SHALL CORRECT THE DEFECTIVE WORK UNTIL LEAKAGE IS REDUCED TO WITHIN ALLOWABLE LIMITS, SERVICES AND FIRE'HYDRANTS SHALL BE,INSTALLED AND TESTED, 12, BACKFILLING: THE BACKFILL AROUND THE PIPE TO A DEPTH OF ONE FOOT ABOVE THE PIPE SHALL BE COMPACTED TO NOT LESS THAN 98 PERCENT OF THE MAXIMUM DENSITY AS DEETERMINED BY AASHTO T-180, THE REMAINING BACKFILL TO THE SURFACE OF THE GROUND SHALL BE COMPPCTED TO NOT LESS THAN 941&, F THE MAXIMUM DENSITY AS DETERMINED BY AASHTO T-18 I ROM, iN(_. �o co N � SY Ali .... .. Sr,t t,� /3 14 PLAN REVIEW 1. NAME OF PROJECT: f%%!'d/7'e C-7,eLo ewc� e°elU% OWNER: CONTRACTOR: 2. OCCUPANCY CLASSIFICATION: ��32e�en>7trgL 3. TYPE OF CONSTRUCTION: ? 4. HEIGHT AND AREA: /%D s-Arley @ /3 /72 per 3 BurLa�, u� g 5. OCCUPANCY REQUIREMENTS E Q S PER CHAPTER IV. I 6. CONSTRUCTION RE QUIREMENTS: i (A) FIRE PROTECTION:b-'k (B ) EGRESSE REQUIREMENTS: 7. OTHER REQUIREMENTS: (A) ELEVATORS: Aleed 6' r yr llollcg * i f r (B) SPRINKLERS & STANDPIPES:1-4 i (C) COMBUSTIBLE MATERIALS -'INTERIOR; (D) ROOF COVE4INGS: LIGHT- ET ILTION - AITAT(E) ION• I F HANDICAP QUIR EME T S a CONSTRUCTION PLANS A R IFI(V I01\4.�) low 1,11111 I Jw MAN, �44 f 14, F u R 11 ?.W a R W 5N 0% �'M "t A ,l M , � 1 T�� 31 -g Wma au , �'Vmr�,,t4q R PENSACOLA JACKSONVILLE �mp A 4-ril Jll `v` )AYTONA BEAC *"IRn 0 0 -AND 0 li TAMPA MEL PROJECT FORT PIERCE LOCATION STUART FT. MYE s I OO JUPITER TEQUEST WEST PALM BEA �IF9 1-1AM" Rl 14 T M IA M III KEY WEST", i Cgz Y r3 155 a ®� w a, • e e Off � �li':Y49 h i.. yy M,o j r. .a, yy, cu i r S. I Ilyr pu h N 890 91' 10" E 579.82' MENEMtk3 d 4:3 i� m�av . No. 2 PERCOLATION OXIDATION POND 1.61 8 Ac. "m I I us 0D • 79�9' 8 9'Yo 69' 25' 55 10' 10' 15 to i _ WATER rr° M 'A ASTEWATEP N TREATMENT PLANT WATER TREATMENT PLANT I STORAGE TANK 175,000 gal. to 22 `TO WATER DISTRIBUTION SYSTEM ( BY OTHERS FIRE MAIN SYSTEM (BY OTHERS)'," R=40'am 90* + 5 s o ,x A=6Z8*' 'Zru 3,��Yd�'uaY �.'{ Ka.' Y, 'i No.l;+ PERCOLATION OXIDATION POND mk 0.731 Ac. 9' 9' 8 9' 20' 1 gw��z 8J� ':rS4 : ; '^rR" 3Sr§i6 ''» t far `t. £ " 3„� '" m 4„ � - . Ab4.�. () t `�"k �e,b, ,i. y� .f ry Pk 't, .,S +i e� `1r k",' jM A *`e�ysrb d a R=33:33 nr✓ P >I a -.,5d' xr 4 w r �' u An ".7ri-1"1I' 2� A 52_36 '�'° v s,15F,.r "'&' •a,.kx.. %�"+ t .t,.:t",„ ssx a: r3"".,' n'i '~;'. e .:+ i� „ y,°sNv',,. .. r :.-, r a�+. -.. r-:�,?:.,., Y .a," ' b •,°i. �' ' , ti t t � , s ;` . Y � ...' r � x a, } 'S^� +t« a .�:5, "rc >t xx~<.. a '•a... wr. ,cnn .� , `h . _ ;✓ rL r.. s, a =s ...w+,.`.:q: .vAo.. .....(x .. ....._ t -a •:L..0 ,i : :.r! _,r r. ,.. 5x N" r. rt.+. .,.. �`-.._ .r .+. 4 .n +5 '9' 3 .`.:'.av , , , e,.. w � y , e :. .. '✓,'u.. ,- ,..�r f^. , - . ,. Sea .. I .v -.... ta..l "?4. a ;... ?',. , rt' +�'.. ,yip y `p� .., n i r..-. .. , ....- qr .,.5:.. s [Sa . ,• .: 1, -a n �. i .. �. 9 N 1 C Y 3 ,f ..r"'-.�..N.. y.1N a�� 3. k ,b`r '`w •: �Fy i s t'x✓ T''F"�ys xx S M y > FIELD! � �,n... �w 4,� DRAWN BY: GARY P. M.TURTON CHECKED BY: JAN E. BROWNING, P. E No. 137_59 DATE BY DATE: DESCRIPTION REVISION JOB NO. 81 - 070 SEAL N.890 31'10"E. 5 73.69' N f0 �n n \c713 0 D D r D ., W-1 LINDAHL, BROWNING, FERRARI & HELLSTROM, INC. CONSULTING ENGINEERS, PLANNERS & SURVEYORS 426 INDIANTOWN ROAD 951 COLORADO AVENUE 117 SOUTH SECOND STREE I P.O. BOX 727 SUITE 410 SUITE 202 JUPITER, FLORIDA 33458 STUART, FLORIDA 33494 FORT PIERCE, FLORIDA 33450 SCALE: I" = 30' DR. NO: SHEET I C OF 6"PVC im -------------------1------- -----------_----- ,, II ,I II II II II II ,, II II 'I II II II I II II I II I Ir - -------- II II 11 II ,� 11 II II I II I I - ---------- ------- - ------ --------------------- ----- ------ ----- -- ------- I it iil II II II n II I II II jl II II I I, II III II II III II II II II L--_------J -----_----------------------------------J'I z O b -0" MONTE CARLO BEACH CLUB UTILITIES OUTSIDE PIPING FIELD: DRAWN BY: CHECKED BY: DATE: TO FIRE MAIN TO WATER SYSTEM DISTR. SYSTEM. FOR eNF®Rdv0PT90N ONLY NOT FOR CONSTRUCTION MAY 4 � 19R2 LINDAHL, BROWNING, FERRARI & HELLSTROM, INC CONSULTING ENGINEERS. PLANNERS & SURVEYORS 426 INDIANTOWN ROAD 951 COLORADO AVENUE 117 SOUTH SECOND STREET P.O. BOX 727 SUITE 410 SUITE 202 IUPIII_R I LORIDA 334�1 STUART, FLORIDA 33494 FORT PIERCE, FLORIDA 33450 DATE I BY DESCRIPTION REVISION JOB NO SEAL SCALE: DR. NO: AccEss ygTey W/, EXTEP/DZP /NTE"P/OR PPECAST CONC D!/EPELOfYS Q .0E00 GP 90 SENSOR SUPPO.PT-- --� EXTE.P/O.P ALUA'1 LAOOE.P - /iYTE.P/O.P F/BE,PGIASS CAOOE.P - ACCESS HATCH lY/TH - F/BE.PGLASS COYE.P /2"/NFLUE O!" r1O C1/I ICO 1/1.1 T11 n "I COW 4 A'EOD 5EC'T/O/V - EIfYWIX9/fl -25 "F/BE.PGL,4" 4ENT/LATD.P --&4ZZ MANf/OLE -O/SA/ SUMP -B"O.PA/N L/NE '6�FBO,l' 8"BL/NU FLANGE PLA/V SCALE 250,000 GALLON PRESTRESSED CONCRETE TANK NOTE A-141v&F4C7-CdPE ' SH41-Z 5C/BN1/T OE7AIL ED SAO;� AeAVV/NG TO EIVGINEE,P . FOP APPPOVAL. MANC/FAC7Y/,PE,P SHALL BE CPO" COPPOPATION, GA/NESVILLE FLA., OP APPROVED EOUAL. MONTE CARLO BEACH CLUB DATE I BY DESCRIPTION REVISION ax4 �4 MESH-E,YTENO OVE.P STEEL S/TELL � it TDPOFSTEEL S'fTELI-' ` l/�Lf/T OF ODiYIE P/// GA'ES'T.PES.4 !y/.PE c OUTS/OE F�/CE I�E,PT/CAl �-- 9"ODME .I � �AFTE.P PPEST.PESS/iYG,' ,oCAC'E %Z "TH/C,1' \ 5 SOTCPETE SEAL UU�ONODA/E F/L! ODrY/E .P/B BP.9lKET ANLf/O.PS' !'Y/T/! — 1'l0 6'AGGE ,5'rEEI $'/TELL O///Pfi'PAG'/LJ 3/ "COPE- X'4ZZ * J'"COlWE,P DP2:A P.PE ST.PESS FULL kY4ZZ HE/GA/T OaW— .P/W 7 DETA/L se4z,- fiO.P/ZOrYTAI PPEST/PE55' 6Y/.PE-- - 50=0" /NS/OE O/q�Y1ETE.P %B"hJ/N/iL1U�Y1 C'OI�EP BETIYEEiY -- - J -A1lN e aiFP D4E.9 STEEL S/lELL l�E.PT. BAPS f`OA'ESr/PESS !'Y/.PEA — CONT/NUOUS �6 6!! STEEL $HELL -tor " % OD`YElS' ' - 3!z"CO/PE �YALI t/""COI�E.P COAT /'"E04E.P COAT D4EP EPESTA'ESS -- P/oPCE PATTEPNAICEPT/BEE NV/TH �/�E POET B.PODA•1 F/N/SF! /NS/OE �`400f'YELS@/6"�` C/c _-- 5'EAL STEEL SHELL TOP TO BJTTOM. HOR/ZONTAL WALL 4W 4/L °4�✓/Z"�. ACTEPNATf Z/,s`Z3=— CDNG BAPS P.PE✓�T.PESS GY/,PE— - /'"COf'E.P Ol�E.P P,PEST.PESS lY/"PE L/h>/T OF STEEL 5'//ELL L/M/T DF PPESTPESS 26 G'A. $TEE-, SHELL "COrVG. ` COAEP COAT = -04 TOTAL O!/EP "LC 414ZZ A!FX;h'T T 5 *4 lONT/4/0005 �0 G "-* / Mo #d @ /Z" c/c /N9/OE FACE o 2 'y5 CONT/NUOUS \ E.YPOSE OCEAN AGG.PEGATE �PP/D.P TO Sf/OOT/NG E/LEFT 4@24 OUTS'/OE FACE n ?-0 4/'6" FIELD DRAWN BY: /Y%6.8. CHECKED BY: DATE: JOB NO. 8/-070 FLOD.P- W,4LL OETA/L 2 "� S CONT/NUOUS 4'CONC'FCOD.P DY/ FOR INFORMATION ONLY NOT FOR CONSTRUCTION MAY 13 1987 LINDAHL, BROWNING, FERRARI & HELLSTROM, INC CON�uLTING I NGINI I RS, PLANNERN,O SIiRVf YORS 42G INDIAN TOWN ROAD 9.11 COLORADO AW NW 177 SO' EH SECOND STRFE I P.O. 30A'27 SIIIIt .110 Slilil 202 UPI I LR, I LORIDA 3,158 S I LAR I, I LORIDA 0494 I OR I PII_ R(A, I LORIDA 314,1) SEAL SCALE: AS SHOWN IDR. NO: u�J AS '� 4 t '�',ka . t� n �y P�' n. C: xm,: 5 5 n ®N it 12 PIPING SCHEMATIC 1. AUTOMATIC CYLINDER CHANGEOVER VALVE 2. CYLINDER MOUNT CHLORINATOR REGULATOR 3. 3/8" POLYETHYLENE VENT LINE 4. BUG SCREEN ON VENT LINE 5. 1/2" POLY ENE VACUUM TUBING (REGULATOR TO CHANGEOVER VALVE) ..rah. 7s 6. 1/2" POLYETHYLENE VACUUM TUBING (CHANGEOVER VALVE TO ROT'CMETER) 7. 1" PVC WATER LINE 8. 1" PVC BAIT, VALVE 9. 1" PVC Y-STRAINER 10. 1" SOLENOID VALVE 11. CHLORINE INJECTOR 12. ROTOMETER 13. CONTROL WIRES TO WASTEWATER PLANT FLOW METER T,TMTT SWITCH 14. CONTROL WIRES TO WATER PLANT CHLORINATOR TIME SWITCH 15. CHLORINE SOLUTION TO WASTEWATER PLANT 16. CHLORINE SOLUTION TO WATER PLANT OD OA 2 -4' REDUCER OB 411 CHECK VALVE a OE OFec" �� .. OC 41 GATE VALVE Y I XR 4 g4 a .�p 4" 90° BEND 4" TEE �O 'O 4`I UNION © 2 1/211- 41 REDUCER i 1 DISCHARGE - 2"O HO 6% 4" REDUCER TO MICROM FILTER CL PUMP No. 2 �© O SUCTION - 2 1/2"ZO �O© >��O DISCHARGE _ 211 C 2 6 OPUMP No. 1 D SUCTION - 2 1/2" G Ql/ C O O F O C PIPING SCHEMATIC FROM WELL FEED WATER BOOST PUMPS 175 G.P.M. @ 30 THD, 2 H.P, 230 V, 1 0, 60 HERTR 81j FLG. DISCHARGE a G.V. BEND 101 GENERATOR MOUNTED CIRCUIT BREAKER 6" FLG. BOTTOM DRAIN W/ G.V. a HANDWHEEL 101 101 ALL EXHAUST PIPING ABOVE FLEX PIPE TO BE SUPPORTED ALL EXPANSION TO NEAT TO ggE SFLEX JOINT UNIDIRECTN AWAY FROM [NGINF COOLING AIR EXHAUST DUCT-_ NOTE: ALL FUEL PIPING TO BE BLACK IRON GENERATOR DETAIL LEVEL PROBE FITTIN VERIFY SIZE W/ CONTROL MFG. 3/411 COUPLING FOR AIR ADDITION SIGH' GLAS B"-900 ELL FLG. a G. V. I, COUPLING FOR `�. ESSURE LINE TANK COATING INTERIOR: TNEMEC 272 TOPDX COAL TAR EPDXY (OR EQUIVALENT) EXTERIOR: TNEMEC 880 WATER TANK -PRIMER (OR EQUIVALENT) (1511MANHOLE TNEMEC TNEME-GLOSS (1764 EGGSHELL) (OR EQUIVALENT) SURFACE PREPARATION IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. OTHER COATING NOTES 1. EXTERIOR OF CONTROL BUILDING- 2 COATS LATEX SEMI -GLOSS ENAMEL (EGGSHELL; 2. INTERIOR_OE CONTROL BUILDING - 2 COATS LATEX SEMI -GLOSS ENAMEL (EGGSHELL; 3. INTERIOR OF CLEARWELL -TNEMEC HI -BUILD EPDXOLINE (OR EQUIVALENT) 4. -ALL PIPING & VALVES - TNEMEC 77 CHEM - PRIME & TNEMEC TNEME—GLOSS , ;y I` I �;0f4C;RETE' CRADLP.. Gi J V[NT1 /LEVEL GAG[ l�l� �\L. 1_ f—LDCRAEL[ FILI[R CAP - - TO GROUND STORAGE TANK Q 2 1/211- 41 REDUCER O QB 411-90" BEND © 411 UNION (� 4" GATE VALVE q''pI QE 411 TEE � DD C O QF 211-411 REDUCED w © 4" CHECK OB DISCHARGE - 211 O QA SUCTION- 2 1/ZI C OF %y1 2 DISCHARGE - 2" O �6 SUCTION-2 %21 CLEARWELL PIPING SCHEMATIC TRANSFER PUMPS 120 G.P.M. a 20 THD, I H.P., 1#, 60 HERTZ, 240 V. FUEL STORAGE TANK 500 GALLON FIELD DRAWN BY: RL 9, CHECKED BY: DATE: JOB NO. 81- 070 IZ" CONCRETE THRUST BILU"CK DATA PIPE BEARING AREA SIZE REQUIRED R E AR K5 ITV 900 BEND {FT. VALUES ARE BASED ON 2000 P. S.F SAFE BEARING CAPACITY AND 900 BENDS. ALL THRUST BLOCKS ARE TO BEAR AGAINST UNDISTURBED SOIL. FACTORS TO BE APPLIED 'TO OTHER FITTINGS 450=0.53, 22%2i=0.25, TEE a0.71 4" 2.8 S.F. 6'R 5.6 S. F. 811 10.0 S. F. IORR 15.7 S. F 12°1 22.5 S.F DESIGN GRADE G IW DROP COVER MARKED(WATER) ►e � A A K CONC. COLLAR ALL r. :�., VALVES-6 E24 SP.(MIN) SCREW TYPE VALVE BOX MUELLER CO. OR APPR. EQUAL D LINDAHL, BROWNING, FERRARI & HELLSTROM, INC. CONSULTING ENGINEERS, PLANNERS & SURVEYORS 426 INDIANTOWN ROAD 9S1 COLORADO AVENUE 117 SOUTH SECOND STREET P,O. BOX 727 SUITE 410 SUITE 202 JUPITER, FLORIDA 33458 STUART, FLORIDA 33494 FORT PIERCE, FLORIDA 33450 SEAL SCALE: DR. NO: SHEET ?—I— Of- — DATE BY DESCRIPTION REVISION � _. fu �4 �A J Is' £� 93 9 `.'JS n ��4: ✓G��ryl1� 3 � y p N uh �i d" � 4 EpEE YS E fi+v iX Y ug s CONSTRUCTION PLANS AND SPECIFICA i IUNS x s w � 14 ✓ 77 a JAC KS�O N VI LSE w�� hvie�j TALLAHASSEE" . ��d,.w�,f�i� z4� i�pi.� a R x Y E 5 Y^6 „ i` RX F. e Z3 N 890 31' 10" E 579.82 IF 1...' x f" x r R e S ,�yi, �M '."r'% r , y �"R&rd" Is, �� �` .���„�� 7,0..... 1 No. 2 PERCOLATION OXIDATION POND 1.61 8 Ac. 'tS�• F 1 d. `TR` ' u If rr• �1 N_ 1 T `G n � N.890311 10 E. 573.691 �. 7 W 1 V11 0 D i r D k H 0 N 9' 4 8' 9' 10 69' 25' 55' 10' 10' 15' WATER in i M WASTEWATER N TREATMENT PLANT WATER , TREATMENT PANT STORAGE TANK � , 175,000 gal. 4 LO a =� - b V,`a,.: e r ti 10' 13 W210.00' 3=90° X TO WATER DISTRIBUTION SYSTEM BY OTHERS ) f z$r - ,,�'a FIRE MAIN SYSTEM (BY OTHERS) _ R=40' jf', LS A= 90' It _. t� t❑' iM e"rYdr' 5 ss o-,' x°,, r'k'" r ^aS'` t P #a� $`i'i+�"s;�s` dkx sJ a 4`s"*'e Sy w 6 ''�s �� 1 No. I �:sH G PERCOLATION OXIDATION POND zT rsz 4 ry ra:`A 0.731 Ac. 9 9' 8' 9 20' § z 2 G. gg � n Oaf 5 f 5X�o� MAN6Rd t� 85w* 3 FRESERVAT/ONOD AS ^4k e p (. ez;,uh.Au � s � #p , a ,. .nos ......,:. + ',-. _.; s. ^ ^, ,�f, Si 1 �. ..g. :•. ,, - �,, , CV g " R= 33.33 v - 0 90• Y #T S. 890 30 13" W. - A� 52.3§' >. 5, `.. n. ,: , ....i: �.k♦`v .Af5.6 s+ .. �'�P [`S� w ` b%• r i Yf I Y y x. x .. .. ,,. r �. ... .,. _ .,ads,. _.w. ...... ... ... ,. _.. ,.+ .:... k.. .�* .. z 11 .:... •, r d.. : . 4 .. t. r r ... ... . e� t.. e .1)...r.... nx. UTILITIES FIELD: DRAWN BY: GARY P. M.TURTON CHECKED BY: DATE: JOB NO. 81 - 070 SEAL krt+'fLWRr ZMATION -*OR INFonj >r t i 11 4 M mi i' S r aLn L y, ri t 3}I .. .: T J } 1 IpY 9r r NOT FOR MAI 1,j s 1BROWNING,1 CONSULTING ENGINEERS, PLANNERS & SURVEYORS INDIANTOWN ROAD 951 COLORADO :• FLORIDA. S! aoq,. 1 ---------------- II II II II II II II V II II II a I L=-------- —�I I IF ----------Ti II 11 II �I II II II I IL -------- J I�------------------J�--- — — — — JI --- -- —------- ----- ------------------------------ II� I I II IIIII III II I III II II MONTE CARLO 1=3EACH CLLIB ii ® TO FIRE MAIN TO WATER SYSTEM pp DISTR. SYSTEM. q k I d � p11 0-1 ., sr h f >A k ,. •` .+. rv^ yr R , FIELD: DRAWN BY: UTILITIES OUTSIDE PIPING CHECKED BY: DATE: DATE BY DESCRIPTION i h, jigLe � REVISION JOB NO. SEAL FOR INFU"RMATION ONLY NOT FOR CONSTRUCTION 13 MAY LINDAHL, BROWNING, FERRARI & HELLSTROM, INC. CONSULTING ENGINEERS, PLANNERS & SURVEYORS 426 INDIANTOWN ROAD 951COLORADO AVENUE 117 SOUTH SECOND STREET P.O. BOX 727 SUITE 410 SUITE 202 JUPITER, FLORIDA 33458 STUART, FLORIDA 33494 FORT PIERCE, FLORIDA 33450 SCALE: DR. NO: SHEET 2 Of