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HomeMy WebLinkAboutPrincess Condo 33137STEBBINS 3 SCOTT 2101 SUNRIU BOULEVARD FORT 'PIERCE, FLORIDA 33A50 ADDENDUM NO. 6 THE PRINCESS CONDOMINUMS FOR F.S. OF AMERICA, INC. A R C H I T E C T 5 (3"J3) 404J124 This addendum hereby becomes a part of the Plans and Specifications and shall be included in the Base Bid as part of the Contract Documents. ITEM #1 Provide a separate room for the Fire Pump, this shall be done by extending the concrete block wall between the mechanical room and the electrical vault to the shear wall. The slab shall be raised to the elevation of the stair landing as shown in detail H, sheet 11. ITEM #2 Add door number 45 from landing to Pump room. ITEM #3 Add smoke detector in Pump room -�, i ITEM #4 Add Fire Department phone jack at top of stairwell to elevator mechanical room. 1 � �h k- Stebbins and Scott, Archi 2101 Sunrise Blvd. Fort Pierce, FL 33450 (305)464-3122. L37 ST. LUCIE COUNTY —FT. PIERCE FIRE PREVENTION BUREAU REVIEWED FOR CODE COMPLIANCE DATE:_3 A Y SUBJIECT TO: 94t- 1, SOUTHERN STANDARD BUILDING CODE 2. NFPA-101 3. ALL LOCAL CODES & AMENDMENTS INDEX OF , DRAWINGS ITt� 31 bo �* ARCHITECTURAL all Ole IrL' SITE PLAN Al2 WALL SECTIONS ST. LUCIE COUNTY -1 �r� Y co GROUND FLOOR PLAN A13 STAIR' & ELEVATOR -_TOWER DETAILS EIUILDGNG DIVISION REVIEWED FOR CODE COMPLIANCE DATE STRUCTURAL PLUMBING _p3X ,op SUBJE. TO 1- SOUTHERN STANDARD BLDG, CODE Z, NATIONAL ELECTRIC COD o4gv3, ALL LOCAL AMENDMENTS M.1 N I IV FOLD 0 F.S. OF AMEBIC , H TCHINS N ISL N ORIDsa STEBBINS & SCOTT, ARCHITECTS CONSULTING ENGINEERS: BRABHAM—KUHNS—DEBAY I MECHANICAL & ELECTRICAL MC GLINCHY & PUNDT, STRUCTURAL LINDAHL, BROWNING, FERRARI & HELLSTROK CIVIL ,;s TYPICAL FLOOR PLAN A14 DETAILS A4 ROOF PLAN A15 BATH DETAILS A5 TYPICAL APARTMENT PLANS A16 BATH & CLOSET DETAILS A6 TYPICAL APARTMENT PLANS A17 KITCHEN DETAILS I A7 PARTIAL GROUND FLOOR PLAN A18 PUBLIC SPACES- DETAILS PARTIAL GROUND FLOOR PLAN A19 PUBLIC SPACES- DETAILS L Asli V grLEVATIONS A20 SCHEDULES A10 ELEVATIONS A21 DETAILS ' All ELEVATIONS, DETAILS A22 DETAILS- STONEWORK GH-1 GATEHOUSE W -1 WALL DETAILS AT PROPERTY LINE DW-1 DUNEWALK DETAILS STRUCTURAL S1 FOUNDATION PLAN S7 SECOND FLOOR FRAMING PLAN S2 COLUMN DETAILS S8 TYPICAL FLOOR FRAMING PLAN 53 SHEARWALL FOUNDATIONS S9 TYPICAL FLOOR FRAMING PLAN S4 SHEARWALL REINFORCEMENT SID ROOF FRAMING PLAN S5 COLUMN SCHEDULE S11 ELEVATOR TOWER DETAILS S12 STAIR TOWER DETAILS I MECHANICAL AND ELECTRICAL ME1 SITE PLAN ME2 ROOF PLAN ELECTRICAL is ( E3 GROUND FLOOR PLAN E9 ELECTRICAL RISER DIAGRAM } I E4 PARTIAL GROUND FLOOR PLAN E10 ELECTRICAL RISER DIAGRAM- HOUSE E5 PARTIAL GROUND FLOOR PLAN Ell FIRE ALARM RISER DIAGRAM E6 TYPICAL APARTMENT PLANS E12 CATV & TELEPHONE RISERS E7 TYPICAL APARTMENT PLANS E13 PANEL BOARD SCHEDULES E8 GATE HOUSE- FIXTURE SCHEDULE E14 PANEL BOARD SCHEDULES MECHANICAL M3 TYPICAL FLOOR MECHANICAL AIR CONDITIONING AC1 GROUND FLOOR PLAN AC4 RISERS AND SCHEMATICS AC2 TYPICAL APARTMENT PLANS AC5 SCHEDULES AND DETAILS AC3 TYPICAL APARTMENT PLANS FIRE PROTECTIONS FP1 GROUND FLOOR PLAN FP3 TYPICAL APARTMENT PLANS FP2 TYPICAL APARTMENT PLANS ( PLUMBING l4{ P1 GROUND FLOOR PLAN P4 PARTIAL GROUND FLOOR PLANS P2 TYPICAL APARTMENT PLANS P5 RISER DIAGRAMS P3 TYPICAL APARTMENT PLANS r F a ° —o a �n De 0 u 0� N W RAJ w �n O 2 _ W V J m W N N N Q W � Za e to N N -o o n N t Ua Z O Q a U V / W t- � z W a' O p W o J LL 1- a} mo �< J co =Z0 _o o z 0_ Z U O� U '_ SHEET NUMBER 0F , , � ; 11 " I I , il��- , "', � ,1�, I - ie, , , , , - 1, I I I I , . ,�, i� , , i, il , , .", � , ,,�­ I � %, I I � , , I 11 , I I I I �� " :,� , ­_, i- - � �� � , ,:t i,� �� ii,i� I � , , I ') �' � � I , , , I I I I I 1'�i " i� I � I � I I , I I I I I I i I I - 1 � 11 I , I I I � - ,4 - I I I I I I 1� ­',e', 11 �, ,, , I I I , ,,, , "", I , 11 I I I I I ; I , I . -I'll i-P-1-Irm- 11 I 11 ,,, �,�r - I I I � I ,� I- I � I il %�� - " I ,4l,i �ii� gTj"gi � ._,.­lLl__, 1`11 � 6 -11, ­­ I - . , I , , "" ll�, ­�,- I �, �,, - ,- �­; "' - , " - , , '' , , ", ,� � .1;I1,11­ "-, '' _ �, i m � " �, " - ", , , ��-, t � ""', � -i , ,� � �,,� -, , '- , . i il .� . 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I I �,� ", � , _, �, I- ,�,,­4,1_ -1 n,ox � - a ",_�,w "" "'O" _ �V71*0& �­ _, L - - ­ � --- � 7 I e ­--W&,�.��,� - 'L , L�w - - � � --A � , 4' A izii;yt::Ztiizlias-oma�,���-co;��-"""-�,�'- ______-�111f-�1­_,_ -1 __3 __,*"--v �­_,�,�,,,_,Z_- -I i, _�R�F��v,-� %��,­_ L �, '­'_,�, - I - _ ­ �_,:_I�-7t � __ � - " - --`�'­- - ,e� � - Ir -- __ ,-.- _,e_ , AAM rylkk"6. *11NI A' ' A J�;; 1%05 "IF NA, ANN I -A I,- R', A 4OW II """A MA W 4 P vg'�"l '4"'459 1 tiy. N, Vrq��e I j�,� sup, 0 P, 4zR N, 46, D srs flow 'AFj'ei�' MASTER BEDROOM4. mr7mv j A "'Ap 'A A "'F !;AT ME CLOSET ELEVATION6 S 0 . 'Air- 1 4 1 C A L E 'wf HALL HAVE ALL CLOSETS(EXCEPT LINENS) S SHELVES AT 6'-0' Ia 'N ------------ EETIMEET II I' II + + +— II APT. "A' 3- - MIRCZOR — �iOLtD DIVI DEQ 12 i bit 12R02 ciOLI D DIVIDER APTS- 'B', 'C', & -D' APT. 'E' BAR ELEVATIONS SCALE 1J SLEUOLV,NCa CoMweiL GA?> AD TU47T b, PAL F_ ah4, SHELVES 1ZOUAJDED EDGE�j �j0LI D DfV I DER, L11 - TYPICAL BAR'. SECTION 1/2•=1'-0' LUMIL1QUh �,LG M++ 4 + I( kocD ++ LLG. n (LEvoLvi wJ coiKie¢ cog. 5 10 (SIMILAR BUT OPPOSITE) LUmiKloUh C.L.CG. 5DACE 8 .15^Ae- F_ + ¢HOODS + + 4 + 4 + �I + E RANGE. 14 KITCHEN ELEVATIONS S C A I E 1/2'=1'-O" 2 6 9 ( S I M I L A R B U T O P P O S I T E) _ �} eevo�vlNc, I CCIZWER CA9. 11 K I T C H E N C A B I N E T CON STRUC TION N O T E S ALL CABINET WORK SHALL CONFORM TO AV; a 400 CUSTOM CABINET SPECIFICATIONS venvE>zY 1) Base Cabinet Dimensions - ---"-- - li' 02YWALi. All Base Cabinet counter tops for L�IM• CLG kitchen & bar cabinets wi " be above finished floor. ----- WOOD TfLiM P,,OTH C�- METAL TZALK All back splashes snal' ee 4' h,gr -- WOOD b 7oLO DDOR _ —1 -- IDtZj WALL UF.I t��, STUDh Z' All toe spaces shall be 4' high and - r — WCOV TZIM 3 " deep. I-- FLASTtC LAM�rJ,�TE Tee', All drawers shall be 5' clear, inside g� gAucwLASH,SuE'-� depth. ' 2) Upper Cabinet Dimensions - .- Above refrigerators 1'-0" high Above range hoods 1'-6" high ---_ All others 2'-6" high FA5TEh1 CA0l"ET e7ACL.TO I%'9 All upper cabinets to be mounted its �..- cN STL. STUDq 7'-O" above finished floor to top of cabinet. 3) Appliance Openings — — _o 0 �^ 0El r New V ..tt 7� LU w a H 0 LL N Z= 2 V M ° m � Wry N N Q M K � ZO W a N -o on N U Q Z O J Q LA. U r [r >. v/ W l,- W Q O O U , U LL 0 w Z U — ri) J tL Q0 } CD 2 � 4 J z z 1 O Z z Z li 0 U = Refrigerator width 3'-0" TYP. SECTION AT PASS THRU SHEET Range hood width 2'-6" NUMBER Range width 21-61I SCALE 1/2'=1' p• Dishwasher width 2'-0" 4) Eor Dimensions see 1/4" floor plan A OF 1 7 22 Y 1 1I k�' 9 t ? d '^ b p�j PN �9�{i'%�*x, ..[i y.M - xY.xM i r 4 � xw t Ya t a ...,. ,. +ram v r y t ff 4 .n •. '. � A ,. ;.t .' '.. ,� ,,'r ., ak:. x £ #,, ;., .aa, Y:,: }...:a .r b Ya:rr' :r.: P V. d i Y. 3Y S S }F � ..Yq ,.3 ., ?✓ �ti n . Ak' ;vs, �r� .xS { �w �,...d �, +'T:,. 3iz�a ar l,a,ffi °'...:,r .. .. .�.:.... .. .,. ,.., u. .r.t .l. .. Yn � amw. k` k ....Y �` ,.:, .%3' .'� 53. v ,�.,,,....:� �, .r,,.. ...�'n.a aill .m_. h s ..T <.. . .., .x ... .. x ... ...... .. ...... 5,>�.3. s5sn,.u.. NUM mx > b } c 5n; m Y �e n � x � � v m 777777 ,�. 5,",PW d Mlu�lr W..;€ �, 3 to aw ���..w k ■ .It 00 Z cc J U- wor U y cL z 0 Alp A& u. 0 w Z — � J L F co o0 0 Z �< J W Z Z 00 L— 0 Z 1""� Q x Z U On O .S I 1 x rA S C A L E , ,)! 2 B 1 CEILING DETAIL AT WALL SCALE CEILING DETAIL AT DRAPERY POCKET S , A L F I 12 1 0 + �ao-T S -0 1 41. LOBBY E L E " S C A L E A" W SO4L� 41'0 -0 ; , 4.1- 0, 11 41 - ELEVATOR LOBBYI'r, ELEVATIONS 1 P, SCALE Z R 4 1 0 ­AW., ri THi,12 rA6JF_L_ rP&MF_ A 114 2 1 14 n WWI 9111 IR 0 14 A A J; D E T A I L a `1.21w, IL T R A V E R T I N E At,,R S C A L E RP TRAVERTINE NOTES Indicates dimensions to be determined on site. ,MW, 2. Dimensions shown are from center line of joint of "A 'WTS"Ir center line of joint. A 3. Vertical dimensions are from finish floor M;, ceiling height. (Not actual to nominal panel sizes) 4. See Typical Panel Elevation below. 5. Quirk -mitre all corner panels. -- - --------- M DETAIL B DETAIL C MOUNTING DETAILS (CONCRETE WALL H A L F — S I Z E 4�. N 0 V DETAIL "D" DETAIL "EN DETAIL `F r, WPFM'rv.� NO, T�wlts"ez�,�����t�-���-,A,��i��,i,�,,� 40"w TRAVERTINE MOUNTING DETAILS STUD PARTITIONS SCALE H A L F - S I Z E o LU 0 FPO EW A g 04ft.Li 0M Z W is Cn U_ im D S H E E T a NUMBER fg, k A 2 2 N OF 22 111A tip" 7? J W 4 t � � 5 ]Y� 3y Y x ff � t x S fill 4 f it 4 ... ... .... tv - ")e'A AI '17 1 un sRi, lagyy s x MOM R f � aeo-rx St tt d E a a < 2 �a� � `1'� ;'.5w M, fi r t�x' �uu � �+ § e i l Yx'fi 5•+.- � i's�" '' .b � s,Y o x a r f a, ;4da "s `:. lk imp Y d t f ?`�` �"'".,5 ' � y�. d2'� e � <+ a?�' s .•� u � -i J t, e i A'r f1 ?, ,�� i }phgNYt I I 45 - . 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Fe a CONSULTING ENGINEERS -- --------- 1 t - -7L 7L all �V q 4 194" It > 10 l< V-ra ol+ cl, qp F + 60 c • f6l 0 IPzI IV L: Z.11 IF 414 V4, (9 ou, 11"o 43 All a�' 114 A t4 / 44 t \y/ `oA I -V ��ea _F I \� /; `rf / o, ol J "_4 10 01 f-V + Q r PF tj q) \T < -ir - >1 -7 'E7LAe5 4. 3III P- 4 c I IZ lloc. & O T. IRA % VA.V- -44 Z m X 4 4'4 Cal ir LL 00 0 Olk ri 0 ip LL %3 o \A Co rl P A R 7 P L A N 0 GROUND FLOOR SLAB AT SOUTH < STAIRS a (NORTH STAIRS OPPOSITE HAND) 1/811= I,- o + X. t� ov /V (A 0 im -1 41 Ato 4 (9 1 -*4 T- 0 ao. CON" TM 114 (TYPICAL) J 41 e=L4& 0 COWIF"P, FILL 0 ui X. w All' SECTION A WNW, 12.50MAWTrz Te)CTL)rZl=-D SLAE Z� coi,43T. j'r, v L �6 P, � / _.__ _q'i f./v A - -rmF rA r SECTION B _S6 3 /4 1 o zj 62 SLAB 01) INZ, "01 SW 74TH, SVRrEl - SOUTH MIAMI. 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R, TR 9 Q., "F, i 116 ��q�,q, .10 F rf, 7' 4 A&w, - w "o, �51EE- SHT. 54 F-OP, WALI_ REINF To N!plc L v t 0- QN 1615WE 15HT, 50 it '1� L/ L fr,::pg �5i_AE> REINF FL-. VIA 3i ; Yk key Nil jl� 5 V IMP CAP 70P Cr V %'i iFi, -F A I L_ Sm I YF. WALL. BASE 1)E V 7M 'y w 0'� 1/2 -oil q� GRA PAS. rbo;;7, w iTWWALL_ - 15ES FON. PLAN (TYP) F _15 F A a +_f I' A7 f 599 Pe-rAIL- AS,= 2 'Vi_ CAP DEPTH "ED" = 76" TOP OF CAP ELEV.-28-B ra mjV,1M Fr F W Vwr� r' 1, 'FA R$ ;g I W 'F 64 'JvAl �n d, 45 SHEAR WA LL N 0. 1 F 0 U N D A T 1 0 N 'F� ls, F� , wmf 5 ffiffli -7 - 'Fl, RM g pl� -4210 d: ft,�,F � L� " iW1 f lill ilN "',- rz, �Z, t .4 0 �NDI CATES 3'-0" DIA. DR ILLE S A F 100 70N TENSION CAP. (TY ICA SHAFT LENGTH SHALL BE MINIMUM k , 20 FEET BELOW CUT- OFF ELEVATION. 4 v F-27, SA qsA 14C44 S if INTo P(LZ CAP. Ali tt F,4 '17 2,� A7 5 E S r,>E-rA I -A 5lC Wlgm 4 p1b F, n V, CAP DEPTH D 76's TOP OF CAP E L EV. 2 g- Big R" -,i!l R11" -AT A!#, Aai,4 -M R-1of i,Z \x/ 1fi -F, CAP PLAN THIS END IS AS SHOWN FOR 11 IF j 4ej t7 NORTHERNMOST WALL; SOUTHERNMOST 17-7 6W WALL CAP IS OPPOSITE HAND, SEE ki, ­v - FOUNDATION PLAN. -,T" FF�­ n F4qR ................ ------------- F_ 7 1 0 N �F, FOUNDA P L A N S H E A R W A L L N 0. 2 'F g"i J­,­ I '§N44 F gi vj� v" ,,N if, wm A" e m 13 #4 L Xk, *4 4r -X_-1`111`_'1`F_�X V141" __AF _4L Z 3: z (L z 0 z :D 0 LL 4, w I INS V) u) Lu 0 Cie zv . c z — m 0 -4 U. co Q - Apo% CC >_ V *J z D w 0 U. 0 w (L) z . D ,aaaa cn _j LL crm ca z W D _ Z z 0 co o Z z 0 0 S H E E T Mc(3LINCHY & PUNDT NUMBER CONSULTING ENGINEERS OF 13 5901 SW 74TH STREET - SOUTH MIAMI, FLORIDA 3314� A 1- I 'UR * .,A tl, s..r �, ">:: '< •. `;. rx�... n'e5 K :�SXWvr£,'"515 • "5'3.,�5;:.^S'°LR"ViFAnM Yk 4T ,Y. .'dIW. Y, v ,a'^�: �<,YF ,.y .ryu>z,�. a. ... q p..;,ASrypy, .. K ` , r ,, v, �Sr"ty,Y".ri • z^`i r X. •tY E ,�: G� § � , �ti> S 't'� :� °S, 5! `C'L� i,"la �fiNk b i - a »„ 53 :c "E' ' ,(^µ � '< h v �;�. ,r `kp Vey ,ia..:. n. $ �'•31 ,.�: e ,kk4. C r#i 2:.. µ L 'w t ✓, � sy l "' � s '. Y� �" 35 '4tP ��.r" ^,�- Y l 'S, r '9M1 S �� * • an a 4 S G b A e a "is y. µJ P k ^N i'., k, r �0'�eq$ '[`n .v#, ny� :`�" � Y i �i � i Q i 4'. „" : ✓3 pr �� t :. � =a ' "�': K,�v lF �... < 'n1„ rv` P. M,w S .rfY.,�,• d 4.n%fwir N,tk^a,`'T ^ c < v-L 3 y f N�Yi t# F +G n s J _ . M b n P6 kni Of�/•R F 2.04 coNT- L, NO f E. F`' VV- ELEVATOR Pk IFOUNDATION PLAN i I I s u _ p '" n It i i < x y r < x4l 1 � ,v : ryS✓ -.Ir:� 5 .'�&i, ,,.�.., a,w!s:. ,k :.t �� ,>a & ,+4z,c �e i ,. N N ,.::u , _ _.. _... _. , ,.. ( s.1n.1.... a t , � ...<✓,.. :-_ ., x , .. . e:Y'.. _ .ffil5h.,»,.�'#f. ,._. , g'.+ ? t z 13 IB a go pr Y C T bw Y' k` n > a r R t r' n• x , ,! 5i �5 i , [ a .... Y r, s v.. -.-,vu - M .. .: -fra i. ♦ ,=..:'G. COLUMN T i E DETAILS lip°° = 1°-0 m -d.`e`,= A 0 k: 0h. a SS' el� 1 '. . J _ �.b tlY 4 ' sk ,- poiwh y i 1 f 1 [f iw k F yi e� y y 4 - I CAP J , nn k tvi ar. - r ,� .asr: 4 v:'2;e,W.., ., .. � .'r.x I U..I. r '�. �� � � k.. � I x :'. I •k,Y' s" �`t': >t"G_. p, � M: 'k"I � �_. "!�,. � r G 'S f, SINGLE SHAFT AP DETAILS �x�t I ti 1/2 = I - a E L E V A T I O N ,... r fv Y k tsa,; H K'D E.E. I ��� DRILLED SHAFT CAPACITIES 8k REINF'G 2, _G t 4 eT i;Z25,d, Y 36°' DI A. SHAFT - 300 TON CAPACITY - 10 -#9 •VERY.��_� 4 TI e 12 a' ES c. _�Q _IV 'Y '. it — — � J ii t - 42 DIA. SHAFT 350 TON CAPACITY 10 - 10 VERY, d t ; -a- k LEX 6 il- 4 , „ ` - bCAF 4-e t�z�i 4 TIES @ 12 -X Kl Pa !2x E F IL kC ,r. .x . ..:.-. � c[ 4• ', d'w . ;: .:.. ... ,.L, .,< ..,.o.'tr, ._, ,. _,. ,.,, ..,'a�'_ ,_ �'?.a}�,,x 1,<. „'ry ,: ., ..: <.. �`. m_ a� v`, --.._ •-_.. ( — ,..k€._ ,.. �. .,.,_. -.. .. ., ._ , <.... ,ri;`.r,.. <1 _,. x ,.r ,. 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FIELD L ABEL ADIUS CENT,9AL ANGLE ARC L EN6TH C1 5.00 90 0 00 ' 00" 7.85 C2 10. 00 680 41 ' 30 " 11.99 C3 3.00 90 0 00 ' 00" 4.71 C4 3.00 1110 16 ' 30" 5.83 C5 3.00 156 0 40 ' 02 " 8.31 06 5.00 111 0 16 ' 30 " 9. 71 C7 5.00 90 0 00 ' 001, 7.85 C8 3.00 1580 41 " 30 " 6. 31 C9 3.00 90 0 00 ' 00" 4.71 C10 4.00 1110 16 ' 30" 7.77 C11 35.00 410 41 ' 51 " 25.47 C12 5.00 90 0 00 ' 00" 7.85 C13 12.36 90 0 00 ' 00" 19.41 C14 3.00 90 0 00 " 001, 4. 71 C15 3.00 1110 16 ' 30 " 5.83 C16 4.00 1580 41 ' 30" 11. OB C17 5.00 2010 19' 30" 17.57 C18 2.00 .1580 41 ' 30" 5.54 C19 4.00 2010 18" 30" 14.05 C20 3.00 90 0 00 ' 001, 4. 71 C21 3.00 1110 1 B ' 30 " 5.83 C22 3.00 158 0 41 ' 30 " 8.31 C23 3.00 90 0 00 " 001, 4. 71 C24 3.00 1110 18' 30 " 5.83 C25 2.00 158 0 41 ' 30 " 5.54 C25 4'' 3.00 90 0 00 ' 001, 4. 71 C27 3.00 1110 16 ' 30 " 5.83 026 2.82 158 0 41 ' 30 " 7.82 C29 3.00 1580 41' 30" 8.31 C30 5.00 1110 16 ' 30 " 9.71 C31 3.00 90 0 00 ' 00" 4.71 C32 2.00 156 0 41 ' 30 " 5.54 033 3. 00 1110 18' 30 " 5.83 C34 3.001 900 00' 00 " 4.71 L ABEL I SEA17INO DISTANCE T1 1 _501039 31" E 15.00 T2 N01039 31"W 13.00 T3 N 010 39 ' 31 " h' 13.00 T4 522058, 01 " E 4.00 T5 N 670 01 ' 59 " E 15. 00 76 S 220 58 ' 01 " E 12. 00 T7 5 670 01 ' 59 " 1Y 13. 00 TB S22058' 010E 4.78 T9 N 670 01' 59 " E 15. 00 T10 S 670 Ot ' 59 " h' 15.00 TSS SOJO39' 31"E 13.00 T12 SO1039' 31"E 13.00 713 5OJO39'31"E 15.00 T14 N 670 OS ' 50 " E 17. 00 T15' S 670 01 " 59" h' 12.06 TM S01039'31"E 15.29 T17' N870Ot'59"E 17.00 T18 S22058' 010E 1.34 T19 N 670 01 ' 59" E 16. B1 T20 S 670 Ot ' 590 W 14. 00 T21 S 670 OI ' 59" h' 16.00 T22 N 670 01' 59" E 15. 00 T23 S 220 58 ' 01 " E 4.85 T24 S 670 01' 59" h' 14. 00 T25 N 670 02 ' 03 " E 15. 00 T26 S 220 58' 01 " E 2.56 T27 N 670 01' 59" E 14. 20 T28 S 670 01' 59" W 13. 00 T29 S 22 0 58' 01 " E 3.00 T30 N 670 01' 59" E 15. 00 T31 S 670 01' 59 " h' 1 .00 T32 N 220 58' 01 " h' 4.24 T33 S 670 01' 59 " h' 15. 00 T34 N 670 01' 59" E 15. 00 T35 N 010 39 ' 31 " h' 10.00 T36 N 010 39 ' 31 " W 13. 00 T37 N 01 O 39 ' 31" W 13. 00 T38 S 670 01' 59" N 13. 00 T39 S 670 01' 59" W 13.00 T40 S 670 01' 59 " W 4.00 T41 S 670 01 ' 59" he 13. 00 T42 S 670 01 ' 59" h' 13.00 T43 S 670 Of' 590 W 4.00 T44 567001" 59"h' 13.00 T45 S 670 01 ' 59" h' 13.00 T45 S 670 01 ' 59 " W 10.00 T47 N 010 39 ' 31 " h 13. 00 T48 N 010 39 ' 31 " W 13.00 T49 N 010 39 ' 31 " h' 10. 00 T50 N 22 0 39 ' 3, " N 5ai& 7"51 S 430 20' 29 " h' 4010 39' 3. " h' 5 �L1N .5 0 19a DRAWN BY: �M✓,.MAW CHECKED BY: DATE: 6122 1SZ JOB NO. 81- 162 SEAL 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 JUPITER, FLORIDA 33458 STUART, FLORIDA 33494 FORT PIERCE, FLORIDA 33450 SCALE: / "= 30 DR. NO: SHEET 3 Of 15 8l -/G? MANGROVE *AGN ilEmol ;MP. 111► 29" E 650.73' TE 111*5 COURTS UTILITY r r , .m PRESERVATION E 5 88 o 20' 29" h( 221. 85' ' "51h50 e 5n .Z'v T.''m.YCyi `' . ''�� a a £ ¢'!' , .. •':s ,xx ..- x I' 150.00' I � ro 5 iN C-4 Gh 0 53.67 w 0- E 273.30 -- - -- R =10 p ° W I I I l O W O `. b b -� 240.00 I 0- LA ro I (T1 10 /O.O W o 16' I I � I I II II wi tom ., 0 279 04 N $ N N v O CID . r � 1»x�vn�va.•ai t m \\ N \ R=3000 A=58.28 / \ A .79 , W 32520 e :O '.. 0 330.27 35.00, cT 75.27 0 GRASS PARKING AREA, $� -- 220.0o' - 5 88 ° 20' 29" # 433. 99' OUT PARCEL L AdEL 6EAFI VG OISTANG'E� l L ABEL PADI/JS CENTRAL Aid hL t AHC L EN6TH - - C1 20.00 90' 00 00" - 31.42 1 Tel 01 0 ,39 " 91 " E - 1 . 00� C2 20. 00 90 00' 00" 31.42 3 C 57' 01 ' 59 "' W 13 00 C3 362.00 90 0 00' 00 "' 417. 12 T4 '' h' E7 0 01 59 F - 13. 00 C4 7.59 900 00' 00" 11. 91 I T5 U 159 % �5. I E t <5.00 - -- 90 00 00 TE N' f 7 O9 00 G . 00 go 00 00" ?. B5 ' 01 ✓9 W 15, 00 7 201 1B 9fi " 17. 5�' Td 1 Q 11 ��� - 5b ' 01 '; E 13. 95 C8 5. 00 _90' 0c 00 � 7. 85 rQ � 2 5B ' 01 ' - F 13. 9 5 �_ 00 90 00; 00 "' 7. B5 T10 1 01 ' 39 ' 31 ' E r n01 � C10 1 5. 00 + 158' 41 30 " 13. 85 T 11 t /V 64' 1-1 1 Al 2. 01 C11 } 5. 00! 109 0 10 " 54 " 91.53 T12 N 01 o 39 ' �1 " /✓ 1 13. 00� C12 - 5. - 00 1 1 - b0� 00 " ' 00 " - "' 7. 85 r13 01 79 " 31 F 3. 00� C13 5. 00 1 158' 41 30 1.3. 85 719i c01'39 .31 EI 1.3.00] I 7-1-1 /V 01 0 39 ' J1 " w ;,;. 00 > fi b dA O 21'1 T 7 1 95 " 3 1` Obi a Vm u° e' 39 t� Fi1� �'�s 'r "n� f� a k ;, ty 'L i ., HORIZONTAL CONTR O.. WEST FIELD: DRAWN BY: oM✓, CHECKED BY: DATE: 6 / 22 / 82 DATE BY DESCRIPTION REVISION JOB NO. 81 - 162 SEAL A�w--v445!20Fo I Lra u 53. 67' 0 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 JUPITER, FLORIDA 33458 STUART, FLORIDA 33494 FORT PIERCE, FLORIDA 33450 SCALE: / "= I DR. NO: SHEET 4 OF 15 81-/62 1 t•' i. 4po :l i� k y}rr a CO ST. 6"RAI5ED HE DER CURB (TYP) 7a 4' Y � pn e fro A7"fiu"P g h • . '� " y u r CONS'T TYPE "C "11VLET 2 GRATE EL 6.00 250 { pv ��n ii * ; CON T. 66 L.F. 24 PERf # ,A; TJ 1 MN 00 � z 6 j 6l W MST -G�8 L.F. 2 " PERFURA 0 P IL o 212y� vt � k PAVING & DRAINAGE ry :� PLAN EASi° x I. $Dp0 m;, 00 6 1. t:r W c 0 vQ CONST. 70.84 L.F ! 85 % iv DATE I BY CONST TYPEUD /NLE! #5 r rm prt GRATE EL. =E4O " � 31�'k N.¢5!AIV,5 250 MIT A "'; _—CoNST TYPE "D „INLET # 3 GRATE EL. = 6.00 K. EL fi 3 CON37 /06 L.F. 24 PERFO TED ,kA - 51 � Vi C.A.P. W/DRAiNF/ELD @000 �Fis " y 'S a. Ah� 3Q / 1,00N5-T. TYPE C INLET 0 <, ,IOGRATE EL. = 6,30 r INV EL. = 2.50 ny p5 6 CONST 128.95 L. F (0- _58 % �06 Gib S. 88020 29 W. - 434.34 :3 > Zt 'r ' i' �'a� �-r L JU ?� :+r P xi i'�'k .Y e i : E 3 1 -'X � .g~,3a r 5 �* �+ "�• l , FIELD: , c? r s; DRAWN By: RAY LINDAHL, BROWNING, FERRARI & H[t LSfROM, INC_ CONSULTING ENGINEERS, PLANNERS i CHECKED BY: 426 INDIANTOWN ROAD 951 COLORADO AVENUE 11 7 SOU i i S(RELT — P.O. BOX 727 SUITE 410 x 11 i .:2 DESCRIPTION DATE: IUPIiER, FLORIDA 33458 STUART, FLORIDA 33494 FORT PI RC , I LURIUA 33450 ANTH REVISION .LOB NO. 81- 162 SCALE: I °= 301 DR. NO: SHEET ` Of /5 R/—/E Al 1. 88' 20' 29 E. — 650.73' �Y "xypNh,�d s S. 880 20" 29"'W — 22185 UTILITY SITE CONST 20.5E L.F ae .97 °E CONST /40 LF EL. 1.04/ 2�'CAR @ 1.04/, GRADINGTHE , i PRINCESS PAVING & DRAINAGE PLAN er S •, YF` `sty uR a... ;",;: �...:.. �'h�,'xi"�'•�e;?,3. wt�:0. i._.�t.,.� `, ,.4.wi. °r�#x i'wa�' pis �_ � .,-. .. .,. ._._ JI o M DATE I BY TENNIS COURTS CONST. TYPE"C//INLET ORATE EL.= 6.00 /NV EL.= 2.50 CONST 131 L.F. 24- ° PERC-ORA C.A.P. INIDRA/NF-IELO DESCRIPTION REVISION �A FIELD: DRAWN BY: RAY CHECKED BY: DALE: 6122182 JOB NO. 61-162 j3I R fI—A , -0 mm 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 IUPITER, FLORIDA 33458 STUART, FLORIDA 33494 FORT PIERCE, FLORIDA 33450 SCALE: I "= 301 _ DR. NO: -6 OF 15 81-16Z NOTE' FOR TYPE "E" INLET CONSTRUCTION DETAILS SEE INLET DETAILS THIS SHEET. 131 OWMMW 8% 8" CONC. COLLAR WITHA, N 5, Alw . No. 5 BAR CQNT, MAY BE PRECAST 6 x 8 IF CONC. WALL IS USED GROUT IF PRECAST FILTER CLOTH ' •' RAINFIELO PERFORATED —PIPE - - 4" 4" DRAINFIELD 2 1/2" x 2 11,12" x 1/4"et_ WITH 3/16" It I" x 6" ANCHOR WELDED S 6"O.C. 7,LC mw FASTEN FILTER CLOTH TO PIPE WITH ALUMINUM WIRE FILTER CLOTH SEE TYPICAL --—DRAINFIELD— SECTION ---------------------- ROCK DR RO ONE 4 FOOT LENGTH DRAINFIELD NON -PERFORATED PIPE ROCK - B" CONC. ' EACH SIDE. BARS AT OPEN BOTTOM INLET DETAIL MANHOLE FRAME AND COVER TO GROUT BE U.S. FOUNDRY a MFG.CORP. _______ DRAWING No. 33-A OR EQUAL ''• :, �'e 8" MIN., e.• 25" .\r as40 a 12"O.C.,E.W. s n INLET w z ' a a a. > a. WALLS TO BE PRECAST 0" ~a W OR FPRMED-IN-PLACE •"••' A o y 6' REINFORCE•D CONC. INLET a No. 4 BARS, 12" O.C. EACH WAY TYPE I ; D= 4'•0" PIPE I" TO 36" DIA. TYPE II ; D- 6'•0" PIPE 42" 3'0 66" DIA, �v TYPICAL STORM SEINER MEAN HOL.E`t COVER TOP AND SIDES WITH POLYFILTER "X" OR EQUAL l PERFORATED .ALUMINUM PIPE (See plans) DRAII I LD 0 CIP 0 A "' t5 � � : P v, STORM DRAINFIELD SECTION THI PRINCESS BACKFILL FOR STORM SEWER TO BE UNIFORMLY DEPOSITED AND COMPACTED IN ACCORDANCE WITH FLORIDA D.O.T. STANDARD SPECIFICATIONS .SECTION 125-8.3 1977 EDITION 12. PE 1_ I E 1 12 1 DESIGN GRADE � a SIDE SLOPE TO BE NO FLATTER THAN NECESSARY TO INSTALL PIPE. SHAPE TO RECEIVE BELL FOR R.C.P. PIPE DIAMETER FOR C.M.P. TYPICAL STORM =SEWER PIPE BEDDING NO SCALE MAX. C. F. TYPE INLET "A" "B" "C" "D„ GRATE APPROX . WT. 15.65 C 2-4 3-0 2-0 3-I 235 LBS. 23.49 D 4'-4" 2'-4" 4'-I" 3 -1 380 LBS. 35. 23 E 3'-4" 4'-4" 3'-0" 4'-6" 465 LBS 58.20 H 3'-4" 6'-6" 3'-0" 6'-7" 1 725 LB S. STANDARD INLETS 2 1/2"x 2 1/2"x 1/4" ANG E CASTING W/ 3/16 x I"x 6 ANCHORS WELDED 6„ O.0 h ' INV. LONGITUDINAL SECTION ONTROL STRUCTURE -MODIFIED NOTES( I) GRATES TO BE CAST IRON , WITH ONE (I)SHOP COAT OF RED LEAD PAINT AND WITH A FIELD COAT TO MEET FLA. O.O.T. STANDARD SPECIFICATIONS, ARTICLE 971, 1977 EDITION. (2) SEE DETAIL OF OPENING IN INLET SIDES. (3) BEVELED EDGES:ALL EXPOSED CORNERS. ALL EXPOSED 1d CONC. CORNERS II��� 8' "B" AND EDGES TO PL STANDARD INLET CHAMFERED 3/4. COLLARS W/1 k5b CONT. 8"CONC. WALL C .. �••�'. N H n -19 FORMED -IN- { GROUT IF w PLACE OR PRE-. PRECAST COLLAR of CAST WRC4m li:� L IS USED. " > C 8' 8' D B'.xz 12"O.C. E.W. i a WHEF E MASONRY y N'4 e "FILL AROUND PIPE a 0 < ,-Ef IS USED, 1/2" A n PLASTER BOTH --� 4" I SIDES IS REQUIRED. 4 I"'P i b£ d � .2 CL, � • a n.,3j..G 12 OBR C.E.W. l .� +.. $� "xi s '` CROSS SECTION LONGITUDINAL SECT10N t INLET DETAILS ING ROCK BASE Z ------------------------------ SENDS SEALED WITH CEMENT GROUT.- ""IO"PVC EQUALIZER PIPE. 18" STEEL CASING ' " % DRAINAGE BORE AND JACK FETAL DATE I BY INV. EL. 2.50 INV. EL. 2.30 DESCRIPTION REVISION FIELD: DRAWN BY: RAY CHECKED BY: DATE: 6-2 2-82 JOB NO. 8I - 16 2 N.T. S. f "Ya 12" 7 4 @ 12" E.W. CROSS SECTION 11 It TYPE E IN! ET ELEV. 5,25 WEIR EL. 4.50 LINDAHL, BROWNING, FERRARI & HELLSTROM, INC. CONSULTING ENGINEERS, PLANNERS & SURVEYORS 426 INDIANTOWN ROAD 951 COLORADO, AVENUE 117 SOUTH SECOND STREET P.O. BOX 727 SUITE 4 '0 SUITE 202 �. / ...LLL333 JUPITER, FLORIDA 33458 STUART, FLOC A 33494 FORT PIERCE, FLORIDA 33450 s'vue 6c5�3i i SEAL SCALE: N.T S. I DR. NO: SHEET 8 OF l5 GENERAL NOTES AND SPECIFICATIONS 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 OWNER 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 ENGINEER 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 INDEPENDENT TEST LABORATORY APPROVED BY THE ENGINEER, 4 ALL WORK SHALL BE PERFORMED IN A WORKMANLIKE MANNER A SHALL CONFORM WITH ALL APPLICABLE CITY, COUNTY, STATE AND FEDERAL REGULATIONS AND/OR CODES, INCLUDING OSHA. THE CONTRACTOR SHALL OBTAIN ALL PERMITS AND LICENSES REQUIRED TO BEGIN WORK, ,5. ALL CONCRETE SHALL DEVELOP A 28 DAY COMPRESSIVE STRENGTH OF 3,000 P,S.I, UNLESS OTHERWISE NOTED, 64 ALL REINFORCING STEEL SHALL CONFORM TO ASTM 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, ammulso- 8. 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 FLORIDA tmr POWER AND LIGHT CO., SOUTHERN BELL TELEPHONE, CABLE TV, ETC, 9. THE CONTRACTOR SHALL GUARANTEE ALL WORK AND MATERIALS 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 EXPENSE, 10, THE CONTRACTOR SHALL VISUALLY EXAMINE THE CONSTRUCTION SITE TO DETERMINE THE AMOUNT OF CLEARING AND EXISTING FACILITIES TO BE REPLACED, REMOVED AND/OR RELOCATED WHICH MAY BE REQUIRED IN ORDER TO COMPLETE THE WORK, 1, SUBSEQUENT TO COMPLETION OF THE CONTRACT WORK, BUT PRIOR TO SUBMISSION OF THE REQUEST FOR FINAL PAYMENT, THE CONTRACTOR 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., ALL REVISIONS TO THE ORIGINAL PLANS, REQUIRED DEPTHS AND INVERT ELEVATIONS, AND ALL INFORMATION NECESSARY TO LOCATE AND/OR OPERATE THE IMPROVEMENTS CONSTRUCTED UNDER THIS CONTRACT, STANDARD COLOR STAKING FOR UNDERGROUND FACILITIES SHALL B E ADHERED TO:,i THE UNIFORM COLOR CODE THAT IS NOW MOST COMMONLY USED IN STAKING AND MARKING THE LOCATION OF UNDERGROUND FACILITIES IS: YELLOW - GAS, OIL, PETROLEUM AND OTHER HAZARDOUS LIQUIDS OR GASEOUS MATERIALS, RED - ELECTRIC POWER LINES OR CONDUITS, ORANGE - COMMUNICATIONS LINES OR CABLES, INCLUDING BUT NOT LIMITED TO TELEPHONE, TELEGRAPH, FIRE SIGNALSI, . CABLE TV, CIVIL DEFENSE, AND ELECTRONIC CONTROLS. BLUE - WATER GREEN - STORM AND SANITARY SEWERS INCLUDING FORCE MAINS AND OTHER NON HAZARDOUS MATERIAL. E r _ CLEARING, GRUBBING AND GRADING NOTES AND SPECIFICATIONS .µ. .- DRAINAGE AND DRAINFIELD SPECIFICATIONS WATER DISTRIBUTION SYSTEMS 1, CLEARING SHALL BE LIMITED TO CONSTRUCTION AREA AND/OR AS 1. PIPE TRENCH SHALL BE DRY WHILE PIPE IS BEING LAID AND - DIRECTED BY THE OWNER OR HIS REPRESENTATIVE. BEDDED AS PER DETAIL AND SECTION 430, D,O.T, STANDARD 1. INSTALLATION OF MAINS - INSTALLATION MUST BE IN.ACCORDANCE 2, GRUBBING OF ALL STUMPS, ROO S, BURIED LOGS OR OTHER SPECIFICATIONS, 1977 EDITION, WITH THE LATEST AWWA STANDARD C600, ALL INSTALLATION PRO- CEDURESBELOW MUST ALSO BE IN CONFORMANCE WITH THE PIPE MANUFACTURER'S 2, ALUMINUM ALLOY ROUND PIPE SHALL MEET THE REQUIREMENTS RECOMMENDATIONS, PRIOR TO COMPLETE BACKFILLING, EACH JOINT NATURAL GROUND OR DESIGN GRADE WHICH EVER IS LOWER, OF AASHO M196 (FOR CIRCULAR CORRUGATED PIPE) OR AASHO 3, DEBRIS REMOVAL: ALL DEBRIS SHALL BE REMOVED FROM THE AREA M211 (FOR HELICALLY CORRUGATED PIPE). THICKNESS OF SHALL BE LEFT EXPOSED FOR VISUAL OBSERVATION DURING TEST OPER- ATIONS. AND LEGALLY DISPOSED OF, DEBRIS MAY BE BURNED UPON OB- SHEET SHALL BE AS SHOWN IN TABLE 4 OF AASHO M197, TAINING PROPER BURNING PERMITS, ANY UNBURNED REMAINS ARE 2. MINIMUM COVER OVER WATER MAINS SHALL BE 30 INCHES, TO BE REMOVED FROM THE CONSTRUCTION SITE. 3, ALUMINUM ALLOY PERFORATED PIPE FOR USE IN DRAINFIELDS SHALL CONFORM TO AASHO M197, MINIMUM COVER OVER SERVICES SHALL BE 20 INCHES, ' 4. GRADING SHALL BE LIMITED TO ROADWAYS, RETENTION AREAS 4. JOINTS FOR ALUMINUM ALLOY PERFORATED PIPE SHALL BE 24" ^,.. 3. POLYVINYL CHLORIDE (PVC) PRESSURE PIPE AND COUPLINGS SHALL AND SWALES ONLY, LOT GRADI G WILL BE DONE BY OTHERS, �.,.. BE PVC 1120, DR 1S; CLASS 250 HAVING AN OUTSIDE DIAMETER (OD) WIDE, LAP -TYPE, BOLTED BANDS OF THE SAME ALLOY AS THE DIMENSIONS OF CAST IRON PIPE (C,I.AWWA 5. ALL EXCESS MATERIAL SHALL B DISPOSED OF BY THE CONTRACTOR PIPE, JOINTS SHALL BE MADE WATER TIGHT WITH A MASTIC CONFORMING STANDARD C-900, PIPE AND COUPLINGSS IDENTIFICATION SHALL BEAR IDENTIFICATIONN AS DIRECTED BY THE OWNER OR ENGINEER, GASKET (RAM-NEK), BOLTS SHALL BE STAINLESS STEEL. MARKINGS IN ACCORDANCE WITH AWWA C-900. 6, GRADES SHOWN ARE FINISH GRADES. ,.� 5. DRAINFIELD ROCK SHALL BE 1 MINIMUM ROCK. 6. THE DRAINFIELD GRAVEL BED SHALL BE ENCASED BY ONE LAYER 4. DUCTILE IRON PIPE SHALL BE BITUMINOUS COATED CONFORM 4NG TO ANSI. INSPECTIONMINIMUM CONSTRUCT13N CHECKPOINTS A21-5 AND A21-51 AND SHALL BE LINED WITH CEMENT MORTAR CONFORMING .. OF POLY -FILTER X , A POLYPROPYLENE FILTER SHEET MANU- FACTURED BY CARTHAGE MILLES, INCORPORATED, CINCINNATI, TO ANSI. A21-4, THE ENGINEER OR HIS AUTHORIZED R PRESENTATIVE (746-9248) SHALL BE NOTIFIED: OHIO, OR APPROVED EQUAL.'" 1. PRIOR TO ANY MAJOR DEVIATION FROM THE APPROVED PLANS. 5. PVC PIPE SHALL BE JOINED BY ELASTOMERIC (RUBBER) GASKET 7. ALL CONCRETE SHALL DEVELOP A 28 DAY COMPRESSIVE STRENGTH COUPLINGS CONFORMING TO ASTM D31 39 AND HAVE THICKENED 2. PRIOR TO BACKFILLING OF T ENCHES CONTAINING HYDRAULIC CONDUITS, OF 3000 PSI. INTEGRAL BELLS, STORAGE HANDLING AND -INSTALLATION OF `PVC SO THAT JOINTING MAY BE M TUALLY APPROVED, 8. ALL REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING PIPE SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S LATEST 3, UPON COMPLETION OF SUBGRADE COMPACTING. WITH A.S.T.M. A-615-68, RECOMMENDATIONS AND INSTRUCTIONS, 4. AT THE TIME OF DELIVERY 0 BASE MATERIAL, 9, ALL DRAINAGE STRUCTURES SHALL BE CONSTRUCTED AS PER 6, ALL FITTINGS SHALL BE MECHANICAL JOINT DUCTILE OR CAST IRON 5, UPON COMPLETION OF THE BA E AND PRIOR TO PRIMING, DETAIL AND IN ACCORDANCE, WITH FLORIDA DOT STANDARD='°-..x,-Irr� CONFORMING TO THE REQUIREMENTS OF AWWA C-110 OR C-111 AND 6, IMMEDIATELY PRIOR TO AND PON THE FIRST APPLICATION OF THE PLANT - SPECIFICATIONS, 1977 EDITION. SHALL BE CEMENT MORTAR LINED IN CONFORMANCE WITH AWWA C-104 MIXED WEARING COURSE, LATEST REVISION, FORCE MAIN SPECIFICATIONS 7, JOINTS SHALL BE MECHANICAL JOINTS AND SHALL BE OF THE STUFFING 7, UPON COMPLETION OF CONSTR CTION, A FINAL INSPECTION WILL BE MADE 1, FORCE MAIN SHALL BE CONSTRUCTED of 4" PVC CONFORMING To BOX TYPE AND SHALL CONFORM TO THE LATEST AWWA STANDARD C-111' WITH YOUR REPRESENTATIVE AWWA STANDARD C-900-75, Pvc 1120, SDR 18, HAVING AN OUTSIDE AS REVISED..., hw sh, ,. ,-.. �m kN,v .4.. _ _ -.. �� �� �°��`� �, � ' ,� �", � DIAMETER (O,D,) EQUIVALENT TO CAST IRON, PIPE SHALL BEAR ROADWAY SPECIFICATIONS FaK IDENTIFICATION MARKINGS IN ACCORDANCE WITH AWWA STANDARD C-900, 8. ALL GATE VALVES SHALL BE BUBBLE TIGHT RATED FOR 200 PSI WORKING PRESSURE AND BE IRON BODY BRONZE MOUNTED, RESILIENT SEAT, NON 2, MINIMUM COVER OVER FORCE MAIN SHALL BE 30 INCHES BELOW FINISH .. 1, ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH APPLICABLE GRADE, RISING STEM WITH MECHANICAL JOINT ENDS IN CONFORMANCE EITH AWWA C-500-71, VALVE BOXES SHALL BE CAST IRON AND WITH THE WORD "WA1�R" EDITIOONNFLORIDADEPARTMENT OF TRANSPORTATION SPECIFICATIONS, 1977 3, ALL FITTINGS SHALL BE MECHANICAL JOINT. CAST ON A STAY PUT TYPE COVER AND PAINTED YELLOW, 5 INCH MINIMUM' EDIT, DIAMETER AND OF THE ADJUSTABLE TYPE, A CONCRETE PAD SHALL BE r6UR- 4,- ALL VALVES SHALL BE OF THE NON -LUBRICATING ECCENTRIC PLUG TYPE, 2, SUBGRADE SHALL BE STABILIZED .8" AND COMPACTED TO 98% MAX. BODIES SHALL BE CAST IRON WITH MECHANICAL JOINT ENDS, VALVES p.'v ED AROUND TOP OF BOX, DRY DENSITY IN ACCORDANCE WITH AASHTO T-180, EXTENDED 6" SHALL BE MINIMUM 175 Ps WORKING CLASS, VALVES SHALL HAVE A ���� �: EM BEYOND THE BASE. BALANCED PLUG, COATED WITH A RESILIENT MATERIAL SUITABLE FOR 9. DISINFECTION OF WATER MAINS SHALL BE IN ACCORDANCE WITH AWWA 3. BASE: SHALL BE 6" L-IMERO K CONSTRUCTED IN TWO (2) COURSES USE WITH DOMESTIC WASTEWATER, VALVES SHALL BE DE ZURIK, 04001 BULLETIN C-601, ST. LUCIE COUNTY, AND SHALL SATISFY ALL AND COMPACTED TO 98% DRY ENSITY AS DETERMINED BY AASHTO FIG. 1181 F, 6, RS16, OR EQUIVALENT, FLORIDA STATE DEAPARTMENT OF ENVIRONMENTAL REGULATIONS. T-180 PROCEDURES, MINIMUM PERCENTAGE OF CARBONATES SHALL 5, CONSTRUCTION AND PRESSURE TESTING of FORCE MAIN SHALL CONFORM BE 95% FOR OCALA LIMEROCK AND 70% FOR MIAMI LIMEP,OCK, WITH APPLICABLE SECTIONS of SPECIFICATIONS FOR THE CONSTRUCTION10. POLYVINYL CHLORIDE PIPE SHALL CONFORM WITH ASTM D-1785, SCHEDULE EXTEND BASE 6" BEYOND SUR ACE COURSE. OF WATER DISTRIBUTION SYSTEMS FOR C-900 PRESSURE PIPE IN ACCOR- jj� =r 40 AND 80, (PIPE 3" AND SMALLER). '. 0 Cl-BACK 4. A PRIME COAT OF SHPALT-OR TAR SHALL BE APPLIED DANCF WITH AWWA. 11. WHERE WATER AND SEWER MAINS CROSS WITH LESS THAN 18" VERTICAL AT THE RATE OF 0.25 GALLONS PER SQUARE YARD, SANITARY SEWAGE COLLECTION SYSTEM CLEARANCE OR ANYTIME A WATER MAIN CROSSES UNDER SEWER, THE SEWER WILL BE 20' OF EITHER CAST IRON PIPE OR CONCRETE ENCASED 5, SURFACE COURSE: 1" TYPE -1 ASPHALTIC CONCRETE 1, ALL PVC PIPE D SHALL MEET FORT PIERCE UTILITY AUTHORITY STANDARD ff Lam, VITRIFIED CLAY PIPE, CENTERED ON THE POINT OF CROSSING, WHEN CATION FROM THE SUPPLIER F THE ASPHALTTICIC CON- SHALL FURNISH 0 ENGINEER, I- ALL FOR SANITARY SEWER COLLECTION SYSTEM SECTION II-1.4 A WATER MAIN PARALLELS A SEWER MAIN, A MINIMUM SEPARATION OF O CRETE THAT THE FURNISHED SPHALTIC CONCRETE 2.� MANHOLES SHALL BE CONSTRUCTED USING HARD BURNED CLAY BRICKS AT LEAST 10' SHOULD -BE MAINTAINED. MEETS OR EXCEEDS ALL DEPARTMENT OF TRANSPORTA- CONFORMING TO ASTM C-32, GRADE M,A. OR SEGMENTAL CONCRETE 12. AFTER THE PIPE HAS BEEN LAID AND TRENCH PARTIALLY BACKFILLED, TION REQUIREMENTS, MASONRY UNITS CONFORMING TO ASTM C-1391 AND PLASTERED WITH THE PIPELINE SHALL BE SUBJECTED TO A HYDROSTATIC PRESSURE OF PORTLAND CEMENT MORTAR ACCORDING TO ASTM C-270, PRECAST 150 P S I.G. FOR A PERIOD OF NOT LESS THAN 1 HOUR. ALL JOINTS 6, THE CONTRACTOR SHALL RETAIN THE SERVICES OF AN APPROVED MANHOLES MAY BE USED AFTER APPROVAL OF SHOP DRAWING BY THE INDEPENDENT TESTING LABORATORY OR LABORATORIES TO CONDUCT ENGINEER, AND FITTINGS SHALL BE INSPECTED, AND ALL VISIBLE LEAKS SHALL ALL REQUIRED TESTS ON SUBGRADE, BASE AND SURFACE COURSE BE REPAIRED AND MADE TIGHT. WATER, MAIN PRESSURE SHALL REMAIN 3, BEFORE PIPE IS LAID OR STRUCTURES BUILT, THE TRENCHES AND AT 150 P,S,I.G. AND MAINTAINED FOR A PERIOD OF NOT LESS THAN MATERIALS, TEST RESULTS MUST BE SUBMITTED PRIOR TO ANY REQUEST FOR PAYMENT OF IT S LISTED ABOVE. EXCAVATION SHALL BE FREE FROM WATER. DEWATERING OPERATIONS ����, 2 HOURS, DURING THIS PERIOD LEAKAGE RATES SHALL NOT EXCEED I�.E�. ' 7, SHOULD ANY COMPACTION TES FAIL TO MEET SPECIFICATIONS AS � SHALL CONTINUE UNTIL BACKFILLING IS COMPLETE BACKFILL SHALL 12 GAL/INCH DIAMETER/1 000 FEET OF PIPE IF LEAKAGE IS AT i BE CLEAN AND SAND FREE FROM ORGANIC OR DELETERIOUS MATERIAL. � ,n. A RATE IN EXCESS OF THAT SPECIFIED, THE CONTRACTOR SHALL CORRECT SHOWN HEREIN, THE CONTRAC OR SHALL AT HIS EXPENSE CORRECT THE DEFECTIVE WORK UNTIL LEAKAGE IS REDUCED TO WITHIN ALLOWABL ALL DEFICIENT WORK AND SUBMIT LABORATORY TEST RESULTS 4, INFILTRATION SHALL BE LESS THAN 250 GALLONS PER INCH DIAMETER �m ; PER 24 HOURS PER MILE OF GRAVITY SEWER PIPE BELOW WATER TABLE LIMITS, CORRECTIVE WORK SHALL INCLUDE NO MORE THAN,(i., M.J. SHOWNING COMPLIANCE WITH THESE SPECIFICATIONS. AT TAME OF TESTING. SLEEVE PER 50 PIPE JOINTS, OR 1,000 L.F. OF PIF SERV 8. ALL UNDERGROUND UTILITIESIIWITHIN AREA OF ROAD CONSTRUCTION AND FIRE HYDRANTS SHALL BE INSTALLED AND TESTE'. SHALL BE INSTALLED PRIOR 70 CONSTRUCTING ROADS, 5, DUCTILE IRON PIPE SHALL BE BITUMINOUS COATED CONFORMING TO T DEPTH OF ONE 9. MUCK: ANY ORGANIC OR OTHERWISE OBJECTIONABLE OR UNSUITABLE ANSI A21.5 AND ANSI A21.51 AND SHALL BE LINED WITH CEMENT 13. BACKFILLING: HE BACKFILL AROUND THE PIPE TO FOOT ABOVE THE PIPE SHALL BE COMPACTED TO NOT LESS THAN 98 MATERIAL ENCOUNTERED IN THE AREA OR ROAD RIGHT OF WAY SHALL MORTAR CONFORMING TO ANSI A21,4, PERCENT OF THE MAXIMUM DENSITY AS DETERMINED Pf AASHTO T-180, BE STRIPPED AND BACKFILLED WITH SUITABLE SUBGRADE MATERIAL. 6. BACKFILLING: THE BACKFILL AROUND THE PIPE TO A DEPTH OF ONE THE REMAINING BACKFILL TO THE SURFACE OF THE (ROUND SHALL BE 10. ALL WORK TO CONFORM TO COUNTY SPECS OR DOT SPECS WHEN FOOT ABOVE THE PIPE SHALL BE COMPACTED TO NOT LESS THAN 98 COMAPCTED TO NOT LESS THAN 96 PERCENT OF THE pAXIMUM DENSITY REFERRED TO BY COUNTY SPE S PERCENT OF THE MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180. AS DETERMINED BY AASHTO T-180, 11. PLASTIC SOILS, (A-2-6, A-2-7, A-4, A-5, A-6, A-7), SHALL NOT THE REMAINING BACKFILL TO THE SURFACE OF THE GROUND SHALL BE L BE LOCKED TO COMPACTED TO NOT LESS THAN 96 PERCENT OF THE MAXIMUM DENSITY 14, FIRE HYDRANTS = THE FIRE HYDRANT GATE VALVE SHAIVG TEE, OR BY OCCUR WITHIN 24" AND 18", F THE BOTTOM OF STABILIZED SUBGRADE, THE TEE, SERVING THE HYDRANT BY USING AN ANCHORI FOR ARTERIAL AND COLLECTOR/LOCAL STREETS RESPECTIVELY, ORGANIC AS DETERMINED BY AASHTO T-180, USING A STAR CORPORATION JOINT RESTRAINT ASSEMBLY, SOILS, (A-8, MUCK, ETC,), SHALL NOT OCCUR AT ANY DEPTH BELOW 3 x e z ' „.}... 4' µ „ ,a y �.r '.'?`t1'+.„ 4 *-a.•�'-.z„+�` s a a a�5 BOTTOM OF STABILIZED SUB R D .. .. �� ;v ...N ,+ r, 'S^.£;;z „ k ..3 ca e .>as ?"k;, ..s.. , . ,. .-., ,.:., y...> ,. 4 r..z n. ?,..,f� 3 , .. ,. ,., .. '• rs, � � ' '+ ,..ng, ..3 ,,r,,...: m_. ,......,:. > ,...E,._' e x"•r. j a . A,.- .: ry .. a u K'",,. ••R.. , .. ,• ` r.^' ^.•s a a .�.. ,gyfy.+.. .._. Y $t �`�.. �t7 *„.� . FIELD, ____._._ __._.. ____ __..... __.__.-..�•. LINDAHL BROWNING FERR RI & HELLSTROM, INC. DRAWN BY: Gory R � � nNERs & suRvevoas CONSULTING ENGINEERS I PI. SPECIFICATIONSCHECKED BY: 4261NROAD wLvuE SO UTH SEE 202 STREET DIANTOWN 951 CO LO RP 7 SUITE N P.O. BOX 727 SUITi RIDA 33494 FORT PIERCE, FLORIDA 33450 DATE: (0/22 /82 JUPITER, FLORIDA 33458 STUART, F DATE BY DESCRIPTION ;NTHOALOTiCO, P.E. REVISION JOB NO, 8/-162 SEAL No.2'lI SCALE: DR. NO: �.�,, „. SHEET 15 OF 15 ,2 so�� ie�r1 ■ ; ` COPPER FUEL LINES (SIZED BY MF'R) VENT P'-OE-, W, ' -FLEX. CONN. ENGINE COPPER S" �.A RET. �&'� � �i `-STRA!NER SOLE!\1O!D (SIZED BY MF # Fi ' 1C na V OAS" TA t WATERTIGHTERTIGHT VENT �,,F �! EVEL I '" Ib :ILL CAP MARKER --«— '20 V. Ey, GR-f+ADE GALV. CABLES —�; NC. WEIGHT- 2 YDS �o FOOT VALVE < t3 GA! L. FUEl, . ' kNK-OPEN HEARTH STEEL PLATE Wt 8_A.CK ASPHALTUM PANT -TOUCH—UP IN F'ELD �„ A �K MAR'4EP nE rAl, • err �1y ems° ',r+ri COMPLETE SYSTEM IN ELECTRICAL CONTRACTOR BID, NO OALV, PIP!=;Ip W'LL I'isfIN1T i )l. ovlw��lo� ��wlTcµ Lft,N?ItJG :";«la7AT���. PNoTO CELL Tinn,E 1SW17 N C —�'i— 'C_<j,— I:.,' L- L L L- I L L - 4 --�i— L--���-- L.-a---I;}— L -14 —�- - L-t> —4 EXTERIOR LIGHTING CONTROL DIAGRAM i-6'ARN Sr- r'POLE TO 9E WITHIN I/2Y OF PLUMB - -- T) I - L- ---- j I C: --POLE wl 4 J�-HANDHOLE Oi a BOLT COVER PLATE DOUBLE NUTS C?PER I FOR LEVELING CONCRETE JUNCTION BOX 4 C MiN `TRIFFIC RATED COVER , a - SUBtrEFtSIBLE SPLICE (RESIN) .—' L L:r4 Pvc 11 NJ+CR 8'LTS—_ CGF PERCLAD �OL� c ,O'H VE mND 20•LCBG A p O ni d W y, H S u ) 41,%N , L 2 STEEL SPIRAL. •+ 'i" �\ W/ 12' PITCH -}-- E2' O MIN_ CONC.-N�3 STEE! VERTICAL (4 REOUiFEO ) POLE LI+DHT & FOUNDATION_ UTILITY (SATE agQzk koky, OEM a ¢a � Y Yd (o=o' UTv.ti`I EP,5EMEfYi SITE PLAN scale: 1 ": 50-0" ji#IOZ�` GATE H 4 G✓+5 TANKS- Z- IOW UUDGeOUNp-coMP "T� fir` ?`���'. i u, rr a P„I W�Ia�AD6izs FILL Li1.l WI41 TYFe- PJ (��iPiCAL) 2 I /L� Q _O r Oa J � u r �V W W a H 0 LL 2m m� v o m 1� W N N C1 Q M OC , Za W �a N — O O t'i � U. i Z z —• O SHEET NUMBER ME.-1 OF F77 FM �f OTECTION NOTES 115>500-1 Oil -1z 11111 &Qwz" A-0 y 1. DOWN CONDUCTORS ARE TO BE RUN IN PVC CONDUITS CAST IN CONCRETE, EXITING ABOVE PILE CAPS. GROUND RODS ARETO BE 20' COPPERCLAD. J ==M 2. DOWN CONDUCTORS SHALL CONNECT TO GROUND RODS USING THERMAL WELDS. RODS 161114 :4 :24 11 gm g Us j SHALL BE BELOW GRADE IN ACCESSIBLE LAWNS. 3. USE #1/0 CONDUCTORS TO CONNECT TO ALL METALLIC ITEM THAT RISE 12- OR *too is MORE ABOVE ROOF. 4. INSTALLATION OF ALL COMPONENTS SHALL COMPLY WITH REQUIREMENTS OF NFPA 78 TO PROVIDE SYSTEM U/L MASTER LABEL. 0 gg, g A, 1 5. ALL ROOF CONDUCTORS ARE TO BE SUPPORTED EVERY FIVE FEET USING APPROVED FASTENERS ON PARAPETS AND USING PITCH PANS ACROSS ROOF. 6. NO COURSING OR DOWN CONDUCTORS ARE TO TURN DOWN THE14UP EXCEPT WHERE D W NDUC R GOES DIRECTLY TO GROUND. N y R 11" -Ali �11 a;Lmaw, 7. COORDI NATE ALL WORKWITH ROOFER . Opt 8. 'BOND TV ANTENNAS TO SYSTEM. 1 R, v" , " a, W, 'a '1� F , Ird "lit 15r 5 g NMI IS Ell 1 1 C 0 A- A 1 41 ON kh M mile! 9 00, 1 5L S fill "ga, 54 Arl �V, ;a W�jq� �,RP-, Ht R oil �- ?�,� "I"', N� -I A I an " & " ogn, Vag V tat, a �! n -a : 111� §6 1 la 'na;, "r 1AIN JEJ oj g a ;o, a-, 4� o a, J, b"A I, �'al q �l �AAW "o, �6 it MY— to —on "W" 7 z 4 'j, 1�� I,,� -mg ;a, 'K a.y 'y' g an�,, RAN _g I I "' I , , rw, Z a" tt_ o,� a' NAP 1 Q 1 0 a�o I- 44'a e�, I= Jay as, Yt o, ov ROOF PLAN scale: 1/8: 1-01,t 41- -g -nw vry T , I g P,� % a Age, §n" a�,�4f, ITQ nivi VIA 'R nn �it, J. a a� lt o I & Aw, 10 g v w too l Io, ru 4', NMI Rk�L�tiv'tiftlg,,��, IN 47 WR� Al I WPIFR, WX,-� a NO In An, a 1 -2 qa Kt,�� �z� Ell g,� N'� 4101ty" �:jfj 7 a 8 E : 5 M1 '* I ,.S'..-.'ti"n,.'}":x.•. . rt. is '>:"u .J` S ;w x, TAPIYi's' jF}ZEAhEC7 IN52T5 5LA6 ' „ P O .•�. d Q a. MaN'i S"M 4 r a' a" •h'4y ry F fi t t tS" . s t al ^"' j; "F' s, ry y ^J a'� 9't " Fs •>'kx v `# c q '�'� -+� E dk rS°F.,.:n%8i' a�., Yu�r' '"� v� 43.i.mNr N,: }f+.�e '3�. efii �.. ��'�. rz.$'�+�4 ni"6 ��. �n .>i�q9. w•�, V9i1. i'uPJ`�Y'•:'M14 wt�L91Yv Q�`;t�, � %:i i 1ti..�-p "'�r#"ry •R' �OAq'� "�1' 1 ,.;`* d'k£g ,. —O _ 1 y..-'�4.,ykk` . vM1 r51, 0/ l GROUND `FLOOR PLAN t SCALE:1 /V- _ �• 4��• Xti�� � 3f� ry` �. MAIN TRANSFER rcMEQC�' SWgfD= MAIN MAW MAIN DlSG0UI4EC D1%0N0&CT SWITC1-1 50,ik ZFD SWITCH Disc, FM„ Nn't No'2 "MnP 4"HnUSEKF.E?IN(i pi.r) •r.,. ELEVATION OF W. WALL OF MECH. RM. 13 f�cyME, &uwv �* r k5s t°-'�A�r,+3$`' K ,�,.%"� iA F'�'S e � s x •�f'ri vi ew a +uu �fi vfl`�tis a 1's xKv Er rvv +„ t'n r"n { �t u 01 01 if 1 f+ u �=r r K u\ \ _a ® a< cn Uw N W V W w a O N z ' V J m M�1 W a, Za a N i N — O On N brabnam 305 2- 7 _� k u k n s •_ �+ SHE ET NUMBER consulting engineers 2725 north australlan avenue - OF west palm beach, florida 33407 —=I H X k+ V^ �jxirz # , 4� !",-Ma SC n* +`f 4 ' fr 2Saft'.r%I*�"R�S ".'Rt h 1 r 9`M1`;• Yu �<n 3 E �� I & l�J 'IF K .R, ;,! , s�'N � t✓ o .�kMi^.. 3.> '"ry b Y�t� §-0�iy�a(]py���j Yx(�:1`aY d R �' R w. a �.,� 4".. vp♦# ¢my L 3 Y p b .. ._ ti.. V ,'� F �rN�9, � N, -. � �� C ':,✓t� I n � ry 4 L � I � 1 L �II %I � 1� ��'� ✓fi i� t f$. 1 i, xr S 'C ry R �� V .... R ". z 1 s v vY � h a $"� tN �M1:�N' $ k�";,r..:. '4y' * i F '�` �F "(.Sp9� x rF%.'K �'.. ",.` .`f'.^ �.,K;. Ate.. > <. .t m" � J 1=1 rx u >!. 555 J ar. "Rd Y1''Avdp g ll ryV�'fMyrY'I3A ,.. ... }.rsis vp kiSrA. 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',l U' Z'- � • tb u rA .. �-. � .- .s � -.. �. 60 A i T i .TT� y+J r +i,. xs y ¢ i )z.!...yy `� r b e' + �; ti,;. 1✓is� �i p"x,wi.' .. •Fl aa+"+�C.f� aTwwPFF g e a I r�,��4y l 1 R a s �" elYa k, Fp3^n,y,'� T L il Y yy u� ✓ a. Z b�- � A r'U YT N v r $ vS W �v1 rrT s owl 5 , Wo,"77�7777 'k" Z K 4 2 E GENERAL ELECTRICAL A Omw t> I ALL ELECTRICAL WORK SHALL COMPLY WITH THE NATIONAL ELECTRICAL CODE, 13. THE 'PLANS INDICATE THE DESIRED ARRANGEMENT AND GENERAL LOCATIONS THE STANDARD BUILDING CODE, THE NATIONAL FIRE CODES, AMERICAN OF THE LIGHT FIXTURES. THE ARCHITECTURAL PLANS INDICATE ADDITIONAL NATIONAL STANDARD SAFETY CODE FOR ELEVATORS AND ALL APPLICABLE DATA AS TO THE FINAL FIXTURE PLACEMENT. LOCAL CODES AND ORDINANCES. SLF-V- 5HAF7- 14. FLUORESCENT LIGHT FIXTURES PROVIDED AND/OR SPECIFIED WITH MULT IPLE 2. THE CONTRACTOR SHALL THOROUGHLY REVIEW THE PROJECT 10 ENSURE BALLASTS SHALL HAVE EACH BALLAST SWITCHED SEPARATELY. RESPECTIVE law* I THAT ALL WORK SHALL MEET OR EXCEED THE ABOVE REQUIREMENTS. ANY BALLAST FOR FLUORESCENT FIXTURES IN LOCAL AREAS SHALL BE SWITCHED ALLEGED DISCREPANCIES SHALL BE BROUGHT TO THE C ?d r' T M E F D I 4Z' 8 TT V N TION TOGETHER (ZrF LIGHT PLAN FOR AnnTTTnMAl DATA. CIRCUIT CONDUCTOR PRIOR TO BID. MARKS HAVE BEEN DELETED FOR CLARITY; ACTUAL CONDUCTOR COUNTS AND F CONDUIT SIZING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 3. THE CONTRACTOR IS DIRECTED TO OBTAIN COPIES OF ALL RELATED PLANS, SPECIFICATIONS, SHOP DRAWINGS AND ADDENDUMS TO COORDINATE THE 15. THE CONTRACTOR SHALL FURNISH THE AIR CONDITIONING CONTRACTOR AND RELATED WORK AND SCHEDULING. THE CEILING CONTRACTOR COPIES OF APPROVED LIGHT FIXTURE SHOP s DRAWINGS. 4. THE CONTRACTOR IS REMINDED THAT ELECTRICAL SERVICE 10 AND FOR T F MECHANICAL AND OTHER EQUIPMENT ARE BASED ON EQUIPMENT DESIGN DATA. 16. THE CONTRACTOR SHALL COORDINATE WITH THE CEILING CONTRACTOR TO THE VALUES MAY DIFFER DEPENDING UPON THE ACTUAL EQUIPMENT TO BE TENT THE FLUORESCENT LIGHT FIXTURES AS REQUIRED TO MAINTAIN THE FURNISHED; ANY MODIFICATION TO THE ELECTRICAL, BASED UPON ACTUAL FIRE RATING OF THE CEILING IN ACCORDANCE WITH UNDERWRITER'S EQUIPMENT SELECTION, SHALL RESULT IN NO ADDITIONAL COST TO THE LABORATORY LISTINGS FOR RATED CEILINGS. OWNER. 17. FIRE ALARM SYSTEM -THE FIRE ALARM I RISER DIAGRAM INDICATES THE 7- INV MECHANICAL AND ELECTRICAL EQUIPMENT HAVE BEEN LOCATED AND ARRANGED MAJOR DEVICES ONLY AND IS Nvi INTENDED TO BE ALL INCLUSIVE L TO MINIMIZE THE INTERFERENCES OF EQUIPMENT AND STRUCTURE. THE CONTRACTOR SHALL EXAMINE ALC FLOOR PLANS AND THE RISER DI. TR FFI CONTRACTOR SHALL THOROUGHLY FAMILIARIZE HIMSELF WITH THE WORK TO FOR ACTUAL DEVICE LOCATIONS. IN ADDITION, THE CONTRACTOR > BE PERFORMED BY OTHER TRADES AND THE PHYSICAL CHARACTERISTICS OF SUBMIT DETAILED WIRING DIAGRAM AND DEVICE DATA SHEETS FOR S s 46� Q_ Q THE STRUCTURE IN ORDER TO SCHEDULE AND INSTALL EQUIPMENT AND TO PROVAL BY THE ENGINEER. 'llzy T F MINIMIZE POSSIBLE INTERFERENCE. FAILURE TO PROPERLY COMMUNICATE AND SCHEDULE WORK WITH OTHER TRADES RESULTING IN ADDITIONAL WORK 18. THE CONTRACTOR SHALL MAINTAIN A SEPARATION OF EMERGENCY P AND MATERIAL, SHALL BE THE RESPONSIBILITY OF THE CONIRACTOR. THE AND NORMAL POWER. ALL EMERGENCY AND NORMAL POWER WIRING • MnnTCTrATTnMC REQUIRED TO RESOLVE THE CONFLICT SHALL BE r)i in F BY THE ENGINEER. BE IN SEPARATE CONDUITS. S s 0 19. THE CONTRACTOR SHALL THOROUGHLY COORDINATE WITH THE ELEVATOR CON- T F 6. PRELIMINARY COORDINATION HAS BEEN STARTED WITH BOTH THE LOCAL TRACTOR AND ENSURE THAT ALL LABOR AND MATERIALS ARE INCLUDED TO T TELEPHONE COMPANY AND POWER COMPANY. THE RESULTING UTILITY CORRECTLY INSTALL AND OPERATE THE ELEVATOR SYSTEM SUCH AS TRAVEL- ' ARE INDICATED ON THE PLANS; THE CONTRACTOR IS ING CABLES, FUSE SIZES, ELEVATOR CAB LIGHT POWER AND ELEVATOR FFJ DIRECTED TO OBTAIN FINAL UTILITY REQUIREMENTS ANDXR SPECIFI- CONTROL AND STATUS FROM THE FIRE ALARM CONTROL PANEL. ALL CATIONS AND INCLUDE ALL COST AND CHARGES IN HIS BID. 1 ELEVATORS SHALL BE INTERLOCKED WITH THE EMERGENCY GENERATOR AND s -S FIRE PUMP CONTROLLER. THE FOLLOWING SHALL BE THE LIMITATIONS OF THE ELEVATOR OPERATION WHILE ON EMERGENCY POWER: L2 F T 7. ALL CONDUIT TURN -UPS SHALL BE MADE WITH RIGID GALVANIZED CONDUIT COATED WITH RUST INHIBITOR. A. A MAXIMUM OF ONE ELEVATOR SHALL OPERATE DURING THE TIME THE FIRE PUMP IS RUNNING. S flo*101, �l 8. MINIMUM TRADE SIZE CONDUIT PERMITTED SHALL BE 3/4 INCH UNLESS B. ALL ELEVATORS SHALL BE TEMPORARILY STOPPED DURING THE START- tiJ Z_ NOTED OTHERWISE. ------- UP OF THE FIRE PUMP. T 9. ALL CONDUITS SHALL HAVE A SEPARATE GREEN GROUND CONDUCTOR INSTALLED ov C. A MAXIMUM OF TWO ELEVATORS MAY OPERATE ON EMERGENCY POWER, FOR GROUNDING. IF THE FIRE PUMP IS NOT RUNNING (POWER FAILURE - NO FIRE 777777777777, ALARM). s s 10. ALL CONDUITS SHALL BE CONNECTED BY MEANS OF COMPRESSION TYPE CON F—LI!VATO NECTIONS; NO SET SCREW TYPE FITTINGS SHALL BE PERMITTED. T I= D. EACH ELEVATOR SWITCH TO ALLOW SELECTION OF ANY ONE OF THE ;11. THE CONTRACTOR SHALL COORDINATE WITH THE ROOFING AND WATERPROOFING ELEVATORS TO OPERATE WHILE ON EMERGENCY POWER. EF TE CONTRACTOR TO ACCOMMODATE THE NECESSARY PENETRATIONS OF CONDUITS. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THESE COSTS ARE INCLUDED E. THE FIRE ALARM CONTROL PANEL SHALL BE PROVIDED WITH A — --------- C5 IN HIS BID. "LED" STATUS INDICATOR (BY FLOOR) OF EACH ELEVATOR, IN- F T 0 CLUDING THE HYDRAULIC ELEVATOR. L 12. ALL LIGHTING, POWER, COMMUNICATIONS, SECURITY AND FIRE ALARM . ... . ... SYSTEMS SHALL BE INSTALLED IN SEPARATE AND DEDICATED CONDUIT F ------ SYSTEMS 5 03 WIN �galm, 0" mill F T p F F s I M_ 5- L F_ V S fAA F T L 161 W Tf_ 0 15 16 N M 9;PZ- �v�•.-rrpp rz - --:.jT LARM RISER DIAGRAM 4�, 4, Z 0 C3 ov O uw- ui 0 U) 2Mo ce w zv o a3SIH 1N3WIElVdd IVOIdAl Q - c.O 0 z A :�,y,� •�,bjE = Ov J w T �ax� hn�t`1 I Q ° mm I bS„v _ C t11 „bIg r--- ---- ^T, — --- > C40 s`�•Y%.- �su��,t�. .� �� x_.rzc-, r`� ., :� �.:<., . P on c fiL9u'�:.��..�r }il ..": i.: � Z C W r Of rco— C � Z TL�+�s s� 1 Iasi z�s m O LI -n A OD — — - -- _ —�_ ---- - C Z M �m 0 CD cn i — O 7D z 0 — - -- > -- --_.�� n n r, r�Elf — N � A C P A Z J p m N V5 N m w < O 2 A m p n m �m a0 N to A O — O D 0 I 0 4 4 4 I� 4 a y.> 1 a r,' x C 0 O d . 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H2O ME PH., CY. ) -- — -- L__ (BTUH)— T -� ----- _� INC- 1 030 0.3 1000 30,000 OL3ckxo 4-0 o00 7.8 206 -I -rdo 2 D3G, to. 4- 1200 34300 2680a 3 0t3 t0.t G50 18000 ltBoo 20u0 S.0 /z" ?•Z 20D•t-(00 4 Oda 1011 1H050 47c)o0' 34/coo (00000 IZ.O If tS.o 208-1-rda 5 C)(00 10,2 2000 (01600 40000 70000 t4,0 t" 1z,o 2og-I-&c> L V80 10.3 2t000 50000 0 II/AN 7•0 2,06 moo 0 Ohl FtzEt�2tclt "Gt tMATE }hA5" AY A-iZ•l. GoL�DITI01.1 R EXHAUST FAN SCHEDULE FAN CAPACITY SPELEC. IT HP MANUF. & MODEL MAX. RPM REMARKS NO. (CFM) IN W.G. SERV. EF-I 40 25 100W PIEWQ ZT IZoo WEIV (DO 2 !oS 25 MOW t�Q(D 3 tog .25 t0sw PSWr.I 7-111 I200 tt5v (O 4 1'zo 125 ID6W PF;&IIN.I ZTst t200 ttSd 0 l— rl' 18`0 =25 130w Prt. Q Zto tsoo It;\/ 0 3 -- �0 215 25 t3ow r-7Eu1a Zto t200 ttsv d(�) Z 340 .25 130W PEWQ ZIO 12oo t t5v QQ 8 23od . ZS V4 PaIPAV1 PI81"T I t i 40 t1sy QQ g I Zoo 15 Vg P!rN hl P t(,T' 1140 U S v d 10 'Z700 .25 --PEtSN 7-15 lo$O 208-3-l00 II C�50 .2S f8 PENN A-r24 t147 1t5v ©Q® 12 1000 .20 Vg GRI;EWaF_Ck c-I tZoe t t4o i lsv lO gP.GK-L�A1=-C �-MP'GfL- Q 5f'FF.P CTiZot.N 1.Ek'CRat.M i. j PUMP SCHEDULE UNIT ! CAPACITY T.D.H. ELEC. MAKE &MODEL NO. j (GPM) FT. H2O HP SERV. ( OR EQUAL ) — '---L P-t 16 40 -7e> ' 208V,5PN n „{ F 3 ?S So 20��,�Pa I `rn _3es F-3 80 ^2p 5/4 ZoBl/,3PFt Aa�nsrizalG -5.57 — GUARD HOUSE A/C UNIT ( SEE DWG. E-8 FOR LOCATION ) MopE ACE-to-D-2 w%2.3 Y"W• µTG COIL- -. COOLING TOWER DATA -0TtIL Ft,oW R+� i E (G, 00) IS 4p F-t-IT. Wa''tm27EtIAp (°F) 93 LvcA. Wa-rEa --OEM? (°;r) as lSMP�iF_�1 tut2TGnnP(°r-Wb) '7 MoTo2 SIZE (AP) 30 EI,.EG't�2lG �(ZV1GE(v,P4.1,GY) 208,3,�0 Mb.>`E otZ r0ur�t� . T, MA12LeY tJG 8 5 BOILER SCHEDULE MANUF. FUEL SIZE OBtuUT I ELEC. MBE, R1- F- LPGI 6A5 3'75 3000iA tt5v Im WAT£2 CUTpoolz_ �DoiL.Er2, GoWTt2pL-5 � I,Jt2tut� 'To (3E WEAT4{EtZP2o0t'= WtTta D _NI;;-T DI VE12iF_R ~ �AG�ET -TO ese GAL-4' �✓TEEL FI(LII t(� Z'{STEM - tpw- NIC,H L-Ow S'�t7• rLt"tG coa.l'LIZAt. 5'`{siEM Gas cocK GA5 RGut,ACofL L_z�I 7 W PNTEfL CUT cvFr, r2GtrIEF vpLvE AI G N l,.IMIT Cot lT1Zol� QI2F 5e L)f2r- I III 1 _ 9VAMIA&Lt YAIVARIAIRLE VARtAaLE 1 II I 1• iF! `,^ Wes-(1'-�� C"S OALV. STEEL PIPE SET IN POOPINI CEMENT AND MAIL IS C2. COPPER PITCH PAW (SOLDERED)TO ROOF (IT OTHERS FLASHING AND CENTEAFLAIN 4I610 INSULATION ROOF SLAS NOTE, \ SUPPORTS IV-0•O.C. MAX. MOT SITUUCM TILL SUSPENDED PIPE SUPPORT . .... _. - n. L. a. b.IN, d. . - 1 � GaaO• W GTE2 -= puMP 5B EGto(G SWITGN. PI � , P2 (— o W E2 Fl+•HI '-`4 . lE POKER FASTENER � ` FIBROUS GL. DUCT 22GA. �o.^evn,cwe (1^TH.) HANGER STRAP r,2,2:4 LG.22GA. CLIP ANGLE EA. CORNER DUCT HANGER— DETAIL' , FLOOR - /-VOLUTAE EXTRACTOR IN --.last-•--__��- ' __ � •-- • -� YT 2 SUi'�LY AlR L ^� `I FIBROUS GL. REGISTER ' -C ` DUCT y. DEFLECTION VANES -�-OPPOSED GLADE `-CEILING (DOUBLE) DAMPERS • DUCT & REGISTER SECTION 208- 3 -!00 I PIPE OR VALVE . � NEOPRENE E;;D I 1 DIA. PIPE IIt 7I{ftEADED ROD WASHER WELDED TO 44x HEX. NUT BASE PLATE_ ------ `—NEOPRENE PAD • PIPE STAND DETAIL t L BEARING MOTOR MOTOR DOME CONNECT SWvTCH -. 3RATION ISOLATOR A' -LW.. FAN WHEEL DISCHARGE DOME BASE INLET AIR DRAFT FIkES TAT ALUM. BIRD SCREEN PREFAB ALUM.CURB - SACKORAFT PAMPER EXHAUST DUCT fi LR0_aF_-EXHAUST FAN DETAIL• ME-TF•i._ .SG�EEU P'L'AME ----� P,tiG=LE I<raW Z -':'IU5c?ZY_F.p t 5GIEEILI ii.IAc_ WATE1? TI"'4T I L? MAY t3� tt'SI �� SFC.T WELpe_v As 1 R- 2 T8� NIll1IL ) AL1!(I i� Mt fj. 1 ! t31 a5u1 1cs "MIN (ZO^ Ills W— =1;r, ti.1_:1 �NG�TE , O� GOOSENECK DETAIL brabham I kuh deb., ""0a,o„off consulting engineers I& ,IF r ` ° _o ® p v N v � W a u,t � O UI Z = rM� ° W V j m N H Q m W ZO z" a -o N aM N 1 u 30 832-5579 SHEET i NUMBER AC-5 OF '�` west palm beach, florido 33407 0 Ohl FtzEt�2tclt "Gt tMATE }hA5" AY A-iZ•l. GoL�DITI01.1 R EXHAUST FAN SCHEDULE FAN CAPACITY SPELEC. IT HP MANUF. & MODEL MAX. RPM REMARKS NO. (CFM) IN W.G. SERV. EF-I 40 25 100W PIEWQ ZT IZoo WEIV (DO 2 !oS 25 MOW t�Q(D 3 tog .25 t0sw PSWr.I 7-111 I200 tt5v (O 4 1'zo 125 ID6W PF;&IIN.I ZTst t200 ttSd 0 l— rl' 18`0 =25 130w Prt. Q Zto tsoo It;\/ 0 3 -- �0 215 25 t3ow r-7Eu1a Zto t200 ttsv d(�) Z 340 .25 130W PEWQ ZIO 12oo t t5v QQ 8 23od . ZS V4 PaIPAV1 PI81"T I t i 40 t1sy QQ g I Zoo 15 Vg P!rN hl P t(,T' 1140 U S v d 10 'Z700 .25 --PEtSN 7-15 lo$O 208-3-l00 II C�50 .2S f8 PENN A-r24 t147 1t5v ©Q® 12 1000 .20 Vg GRI;EWaF_Ck c-I tZoe t t4o i lsv lO gP.GK-L�A1=-C �-MP'GfL- Q 5f'FF.P CTiZot.N 1.Ek'CRat.M i. j PUMP SCHEDULE UNIT ! CAPACITY T.D.H. ELEC. MAKE &MODEL NO. j (GPM) FT. H2O HP SERV. ( OR EQUAL ) — '---L P-t 16 40 -7e> ' 208V,5PN n „{ F 3 ?S So 20��,�Pa I `rn _3es F-3 80 ^2p 5/4 ZoBl/,3PFt Aa�nsrizalG -5.57 — GUARD HOUSE A/C UNIT ( SEE DWG. E-8 FOR LOCATION ) MopE ACE-to-D-2 w%2.3 Y"W• µTG COIL- -. COOLING TOWER DATA -0TtIL Ft,oW R+� i E (G, 00) IS 4p F-t-IT. Wa''tm27EtIAp (°F) 93 LvcA. Wa-rEa --OEM? (°;r) as lSMP�iF_�1 tut2TGnnP(°r-Wb) '7 MoTo2 SIZE (AP) 30 EI,.EG't�2lG �(ZV1GE(v,P4.1,GY) 208,3,�0 Mb.>`E otZ r0ur�t� . T, MA12LeY tJG 8 5 BOILER SCHEDULE MANUF. FUEL SIZE OBtuUT I ELEC. MBE, R1- F- LPGI 6A5 3'75 3000iA tt5v Im WAT£2 CUTpoolz_ �DoiL.Er2, GoWTt2pL-5 � I,Jt2tut� 'To (3E WEAT4{EtZP2o0t'= WtTta D _NI;;-T DI VE12iF_R ~ �AG�ET -TO ese GAL-4' �✓TEEL FI(LII t(� Z'{STEM - tpw- NIC,H L-Ow S'�t7• rLt"tG coa.l'LIZAt. 5'`{siEM Gas cocK GA5 RGut,ACofL L_z�I 7 W PNTEfL CUT cvFr, r2GtrIEF vpLvE AI G N l,.IMIT Cot lT1Zol� QI2F 5e L)f2r- I III 1 _ 9VAMIA&Lt YAIVARIAIRLE VARtAaLE 1 II I 1• iF! `,^ Wes-(1'-�� C"S OALV. STEEL PIPE SET IN POOPINI CEMENT AND MAIL IS C2. COPPER PITCH PAW (SOLDERED)TO ROOF (IT OTHERS FLASHING AND CENTEAFLAIN 4I610 INSULATION ROOF SLAS NOTE, \ SUPPORTS IV-0•O.C. MAX. MOT SITUUCM TILL SUSPENDED PIPE SUPPORT . .... _. - n. L. a. b.IN, d. . - 1 � GaaO• W GTE2 -= puMP 5B EGto(G SWITGN. PI � , P2 (— o W E2 Fl+•HI '-`4 . lE POKER FASTENER � ` FIBROUS GL. DUCT 22GA. �o.^evn,cwe (1^TH.) HANGER STRAP r,2,2:4 LG.22GA. CLIP ANGLE EA. CORNER DUCT HANGER— DETAIL' , FLOOR - /-VOLUTAE EXTRACTOR IN --.last-•--__��- ' __ � •-- • -� YT 2 SUi'�LY AlR L ^� `I FIBROUS GL. REGISTER ' -C ` DUCT y. DEFLECTION VANES -�-OPPOSED GLADE `-CEILING (DOUBLE) DAMPERS • DUCT & REGISTER SECTION 208- 3 -!00 I PIPE OR VALVE . � NEOPRENE E;;D I 1 DIA. PIPE IIt 7I{ftEADED ROD WASHER WELDED TO 44x HEX. NUT BASE PLATE_ ------ `—NEOPRENE PAD • PIPE STAND DETAIL t L BEARING MOTOR MOTOR DOME CONNECT SWvTCH -. 3RATION ISOLATOR A' -LW.. FAN WHEEL DISCHARGE DOME BASE INLET AIR DRAFT FIkES TAT ALUM. BIRD SCREEN PREFAB ALUM.CURB - SACKORAFT PAMPER EXHAUST DUCT fi LR0_aF_-EXHAUST FAN DETAIL• ME-TF•i._ .SG�EEU P'L'AME ----� P,tiG=LE I<raW Z -':'IU5c?ZY_F.p t 5GIEEILI ii.IAc_ WATE1? TI"'4T I L? MAY t3� tt'SI �� SFC.T WELpe_v As 1 R- 2 T8� NIll1IL ) AL1!(I i� Mt fj. 1 ! t31 a5u1 1cs "MIN (ZO^ Ills W— =1;r, ti.1_:1 �NG�TE , O� GOOSENECK DETAIL brabham I kuh deb., ""0a,o„off consulting engineers I& ,IF r ` ° _o ® p v N v � W a u,t � O UI Z = rM� ° W V j m N H Q m W ZO z" a -o N aM N 1 u 30 832-5579 SHEET i NUMBER AC-5 OF '�` west palm beach, florido 33407 lO gP.GK-L�A1=-C �-MP'GfL- Q 5f'FF.P CTiZot.N 1.Ek'CRat.M i. j PUMP SCHEDULE UNIT ! CAPACITY T.D.H. ELEC. MAKE &MODEL NO. j (GPM) FT. H2O HP SERV. ( OR EQUAL ) — '---L P-t 16 40 -7e> ' 208V,5PN n „{ F 3 ?S So 20��,�Pa I `rn _3es F-3 80 ^2p 5/4 ZoBl/,3PFt Aa�nsrizalG -5.57 — GUARD HOUSE A/C UNIT ( SEE DWG. E-8 FOR LOCATION ) MopE ACE-to-D-2 w%2.3 Y"W• µTG COIL- -. COOLING TOWER DATA -0TtIL Ft,oW R+� i E (G, 00) IS 4p F-t-IT. Wa''tm27EtIAp (°F) 93 LvcA. Wa-rEa --OEM? (°;r) as lSMP�iF_�1 tut2TGnnP(°r-Wb) '7 MoTo2 SIZE (AP) 30 EI,.EG't�2lG �(ZV1GE(v,P4.1,GY) 208,3,�0 Mb.>`E otZ r0ur�t� . T, MA12LeY tJG 8 5 BOILER SCHEDULE MANUF. FUEL SIZE OBtuUT I ELEC. MBE, R1- F- LPGI 6A5 3'75 3000iA tt5v Im WAT£2 CUTpoolz_ �DoiL.Er2, GoWTt2pL-5 � I,Jt2tut� 'To (3E WEAT4{EtZP2o0t'= WtTta D _NI;;-T DI VE12iF_R ~ �AG�ET -TO ese GAL-4' �✓TEEL FI(LII t(� Z'{STEM - tpw- NIC,H L-Ow S'�t7• rLt"tG coa.l'LIZAt. 5'`{siEM Gas cocK GA5 RGut,ACofL L_z�I 7 W PNTEfL CUT cvFr, r2GtrIEF vpLvE AI G N l,.IMIT Cot lT1Zol� QI2F 5e L)f2r- I III 1 _ 9VAMIA&Lt YAIVARIAIRLE VARtAaLE 1 II I 1• iF! `,^ Wes-(1'-�� C"S OALV. STEEL PIPE SET IN POOPINI CEMENT AND MAIL IS C2. COPPER PITCH PAW (SOLDERED)TO ROOF (IT OTHERS FLASHING AND CENTEAFLAIN 4I610 INSULATION ROOF SLAS NOTE, \ SUPPORTS IV-0•O.C. MAX. MOT SITUUCM TILL SUSPENDED PIPE SUPPORT . .... _. - n. L. a. b.IN, d. . - 1 � GaaO• W GTE2 -= puMP 5B EGto(G SWITGN. PI � , P2 (— o W E2 Fl+•HI '-`4 . lE POKER FASTENER � ` FIBROUS GL. DUCT 22GA. �o.^evn,cwe (1^TH.) HANGER STRAP r,2,2:4 LG.22GA. CLIP ANGLE EA. CORNER DUCT HANGER— DETAIL' , FLOOR - /-VOLUTAE EXTRACTOR IN --.last-•--__��- ' __ � •-- • -� YT 2 SUi'�LY AlR L ^� `I FIBROUS GL. REGISTER ' -C ` DUCT y. DEFLECTION VANES -�-OPPOSED GLADE `-CEILING (DOUBLE) DAMPERS • DUCT & REGISTER SECTION 208- 3 -!00 I PIPE OR VALVE . � NEOPRENE E;;D I 1 DIA. PIPE IIt 7I{ftEADED ROD WASHER WELDED TO 44x HEX. NUT BASE PLATE_ ------ `—NEOPRENE PAD • PIPE STAND DETAIL t L BEARING MOTOR MOTOR DOME CONNECT SWvTCH -. 3RATION ISOLATOR A' -LW.. FAN WHEEL DISCHARGE DOME BASE INLET AIR DRAFT FIkES TAT ALUM. BIRD SCREEN PREFAB ALUM.CURB - SACKORAFT PAMPER EXHAUST DUCT fi LR0_aF_-EXHAUST FAN DETAIL• ME-TF•i._ .SG�EEU P'L'AME ----� P,tiG=LE I<raW Z -':'IU5c?ZY_F.p t 5GIEEILI ii.IAc_ WATE1? TI"'4T I L? MAY t3� tt'SI �� SFC.T WELpe_v As 1 R- 2 T8� NIll1IL ) AL1!(I i� Mt fj. 1 ! t31 a5u1 1cs "MIN (ZO^ Ills W— =1;r, ti.1_:1 �NG�TE , O� GOOSENECK DETAIL brabham I kuh deb., ""0a,o„off consulting engineers I& ,IF r ` ° _o ® p v N v � W a u,t � O UI Z = rM� ° W V j m N H Q m W ZO z" a -o N aM N 1 u 30 832-5579 SHEET i NUMBER AC-5 OF '�` west palm beach, florido 33407 GUARD HOUSE A/C UNIT ( SEE DWG. E-8 FOR LOCATION ) MopE ACE-to-D-2 w%2.3 Y"W• µTG COIL- -. COOLING TOWER DATA -0TtIL Ft,oW R+� i E (G, 00) IS 4p F-t-IT. Wa''tm27EtIAp (°F) 93 LvcA. Wa-rEa --OEM? (°;r) as lSMP�iF_�1 tut2TGnnP(°r-Wb) '7 MoTo2 SIZE (AP) 30 EI,.EG't�2lG �(ZV1GE(v,P4.1,GY) 208,3,�0 Mb.>`E otZ r0ur�t� . T, MA12LeY tJG 8 5 BOILER SCHEDULE MANUF. FUEL SIZE OBtuUT I ELEC. MBE, R1- F- LPGI 6A5 3'75 3000iA tt5v Im WAT£2 CUTpoolz_ �DoiL.Er2, GoWTt2pL-5 � I,Jt2tut� 'To (3E WEAT4{EtZP2o0t'= WtTta D _NI;;-T DI VE12iF_R ~ �AG�ET -TO ese GAL-4' �✓TEEL FI(LII t(� Z'{STEM - tpw- NIC,H L-Ow S'�t7• rLt"tG coa.l'LIZAt. 5'`{siEM Gas cocK GA5 RGut,ACofL L_z�I 7 W PNTEfL CUT cvFr, r2GtrIEF vpLvE AI G N l,.IMIT Cot lT1Zol� QI2F 5e L)f2r- I III 1 _ 9VAMIA&Lt YAIVARIAIRLE VARtAaLE 1 II I 1• iF! `,^ Wes-(1'-�� C"S OALV. STEEL PIPE SET IN POOPINI CEMENT AND MAIL IS C2. COPPER PITCH PAW (SOLDERED)TO ROOF (IT OTHERS FLASHING AND CENTEAFLAIN 4I610 INSULATION ROOF SLAS NOTE, \ SUPPORTS IV-0•O.C. MAX. MOT SITUUCM TILL SUSPENDED PIPE SUPPORT . .... _. - n. L. a. b.IN, d. . - 1 � GaaO• W GTE2 -= puMP 5B EGto(G SWITGN. PI � , P2 (— o W E2 Fl+•HI '-`4 . lE POKER FASTENER � ` FIBROUS GL. DUCT 22GA. �o.^evn,cwe (1^TH.) HANGER STRAP r,2,2:4 LG.22GA. CLIP ANGLE EA. 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'r ani. �{\ ,.�"�Yrvy �� �i y .�+y ,° 7. i dM* �� 44 ♦'n ,r z • •x:'iJ� •• Cv w � V `kr'`'�'"n ter: r w J 730 832 5579 kuhJ SH E E T Vy NUMBER "4 oeao,6a3 p _ — 2 conf,ltino engineers 2725 n. auTtralian �Ye,ue (F �.stPdjm 6"ck,�10,i 33407 A ■ ■ I'' A WASTE RISER DIAGRAI n.t s u. �� �� �rdlzill 5i d `x 1 4 'S r aa h^e t hwwSro 3`9i' _ r ', [`4 kiY C -a^x bk.:+ '"q4 d %_`` fta ✓_! �'^ �a o,y,,,.- *., '. :r, yt �y a� 'r ,r:- ?' .. s ta { .v=,,, :F %" a •.£;. s:"` ., x a£ ,.:::4 .v. :: r ti ', o, V re a,p. tr ��" t £§ i `� '' .pKsl ..{ »"M yk• r. { tiyt rg.�.:. * x :Y� it N\`4�„ +h,R :.+ ai °�v*,,G"y„rvs�y,. t{4.. �— � � u Ww-$'�'�� '° r '��i'+' ,. a "y: a 'r v ` 7 exSp�` � : � � � �' � + r" "'✓a7i .Si' ' " a r 610ry ,�.+z �. y f uar 6e i„gx +r �'4 PzA xt ,7n a 9 19, 3x ua' k,�`° r'ia' a. °�' °w�i ✓--¢ �A'Tc�v�ue wa�K i _XWUX P�3 z \---00 r ' w gEv�r i� I P Ris2 �� I 5-rAck. I I 4„ P �( -r - _ ► zA p I g,l , I I I 3` Vew—r J I r —I / t q I lop#* LL 1 4 it r ^ u II Bi { 1 . �ai'�. E `•° v n 3 tt° 4 � 'fin .,,/. trM 4 4 NYI' r M b r a b h a m 05 8324579 kuhr}s deb, ........ consulting engineer 2725 north Australian avenue west palm beach, tlonda 33407 F' o _a ® o< 0 M N M N 1 v w d � o z = W (r N rV 4 M K za LL �a _M N aM N 1 d Uo Z cc V ♦ U �n c y V/ W i- � z W Q ( ' O V lL O w Z � Il W Ott CO W Z r p Z O U SHEET NUMBER P-4 OF i A S nQ N d ft `'Y9T x Y x q�ti . .. a. � e ( .' 1 � iAb 5 1• � H T n � o p E F tf A 1 pl 'E r- rig ;ir,• n x �, 4� 9, Y. _." £; of e x. � d"i �". ,, e. -2i' .,. ,. � .. .. r ili.. � A.. n. � .... � ,� ., ry .ro ". a-Re..1 s Y.?.,.. r ,A �� �pi tit �� 4* xv n ll CONS 1�0URN,I UCTIO AA °i4 is. i� NSs ,4� PLAT %TER AND SPECIFICATIONS HUTCHINSON ISLAND FL4 F.S. Ali Rd t1 12 7 8 9 10 A. , cro Q� . E a s f Cr..I N I Ft � . o IarL/ oraa M. Z D i • Bp O I v�. 44• CY13.^`y 18 1 17 16 L Ankona Norman o `r Q �2 24 0 g. 20 i° 21 `22 fl JOB SIT C ; 1 9 28 27 m- .--1----------- J--------- I Walton j 34 p 35 waItoo 36 Rd. % 1 32 33 1 34 35 o A ° d l ' % I S Naltla ° Iaton 3 2 ` i a 6 5 4 � 3` �2 m G 1 Waysland v R , � Eden I W .aa Show Raad 7 0 9 I 10 11 to. It � 12 ° �•` R 4 1 %E 14 13 r o �� T" 'MA I � ( Not To Scale) I OF 8 2 OF 8 3 OF 8 4 OF 8 5 OF 8 6 OF E 7 OF 8 8 OF 8 :b I JD;A'� I OW i?i i Uh.Q ". \ LNN ;[ SC. ] H SE.CO el-162 M Y U s+• �' S �,>k is r i + ll + I q b ll7 tpl x a? i ., '� x : ts'. MANGROVES" n I n k r 6 t n. 7 1 PRESERVATION s x e ,Y 'a, gI� +�vnSdi�^ti�- 14 �m " 1<w I Ix �fzl a«.• z� A -4 i W a 1 } a 'k' Km 9 � - s- I • +3` x i :fix a � ^ � f ., x y, �, M `x' k�< x zx it ,h ' v' 'f 05, "Or RIA1, 4P x' Y :-Arai$ x Y rt 1�c 'R` -U ' ll� lR fl 'I JS' PF ph � 1 Ft P� t 4 E Y 4 9 V' t f x y J. A t 1 THE PRINCESS _ 0 -- S. 8820' 29° W. 221 N. 88020' 291E. 650.731 00, — I r I _ _ — TENNIS COUP{ — — — — 7---'------2---I I o d 0 -- 01 S I F------ 0 0' I � I — -}---I DRAIN FIND I F------�--- INI ---- -- Oko N ------�---- ----il O --- _------Ir -� I 6'HIGH CHAIN LINK rI I — — — — — --- FENCE (SEE DETAIL — THIS SHEET) 0, 180 000 G.P.D. W.W.T. P P+ 1 — J R.O. A•LO WATER TREAITMEN L eL_*NT- __—__.T� / I 1 VO • I�I�µ 33 II II 1 it 10 w/TERTIARY FILTRATION y 4'IP,V . SIP.V.C. G.B. GRATE \ ELEV. 6.00 \ N. 880 20' 29•E. 273 I 1 N.88020 29"E__279.0 27' 99() NOTE'' FOR SITE PLAN DIMENSIONS AND PIPING SEE SH.*3. i tp � st 9�m, i Q' 35. CONTOURSl iPROPOSED ELEV. AN' _ s..,5':�. TOP RAIL 3 STRANDS BARBED WIRE. WIRE LIES �, ITx „slllw- � SCORNER POST CHAIN LINK MESH + GENERAL NOTE5 10-0"MAX. 10=0"MAX. a' I. ALL P.V.C. SITE PIPING TO BE A.W.W.A. STD LINE POST C-900, OR IS WALL THICKNESS, CLASS 150 HORIZONTAL BRACE AT ALL 2. MIN, COVER OF 30INCHES I5 REQUIRED. ,Ix O' CORNERS EACH WAY AND AT WIRE TIES^ SWING GATE POSTS. 3. ALL INTERNAL PLANT PIPING 15 TO BE A5 GROWN To SHED WATER SPECIFIED BY THE MANUFACTURER AND OR ENGI N EER„ ` FIN. GR. `�tr it .( �•r p I.., p•ONC. TERMINAL AT LINEjYa}��s »t•:,, +.' t:`'` �a `,x *� wLa CONC. TERMINAL AT !a= g l �., M1 y� �< I OI 1.97, CORNER GATE POSTS tO bjT'.• POSTS SHALL BE A MIN. =.VIA SHALL BE A MIN. OF M CU ; q�'d. OF 12"DIA.AT TOP, lid ` x >.,, AWM frz 16" DIA. AT TOP. d£`'. a x ' '' xx }{ L# I I "1 1, ._ I-11 ".*'xl ,r,`ss5 TYPICAL CHAIN LINK FENCE DETAIL ''��`5 >1k 4Y f ,�t' k ,�+ �• z . y N . T. S . + S 1 s �� •;,f z _ _ sus ..#`I " x.x,""vkw3Sx r''^ •x,, • u`u .,n I'i t' ^'.3'S^ a c"'�",ya ��rcw ,. .Yf • '}{'v' 1 •; "� r xsE.` t;:a, peak �' s p •N," I?t {{ .. A. �`r:n +. � 6r'yh .'Ii ,. x r.. .r+a - ,. ... 4 � "«'.. �,+,r. �r ,....x'" ,. .•� I FIELD: LINDAHL BROWNING FERRARI & HELLSTROM INC. DRAWN BY: M. Tu a7oN / CONSULTING ENGINEERS, PLANNERS & SURVEYORS CHECKED BY: ' 426 INDIANTOWN ROAD 951 COLORADO AVENUE 117 SOUTH SECOND 51 RF_ET az Ray /rrcreose r; W1W. 7 8," itp el •17 l/7g P.O. BOX 727 SUITE 410 SUITE 202 DATE: 6 - 18 - 82 1UPITER, FLORIDA 33458 STUART, FLORIDA 33494 FORT PIERCE, FLORIDA 3345G DATE BY DESCRIPTION REVISION JOB NO. 61 - 1 62 SEAL SCALE: 1" = 30^ DR. NO: SHEET 2 OF 8 s 120. 00 +-14 PV.C. F M. m N N O aco co Em ETr o-9_31 W160.00 N. 01 3_ 13^? —y I I I I I I I I I x I I I I I I I I I I I I I I I x FWASWASTEWA I (TYP) ? w r J I II I , i I 1 I I I CNN w� 3 �' o x v 3 cJi I I I z I I I I I •1 i I I ' � I Nam= _lpLL x CL2 I I I I I I 1-------x x x' I I I I I I I I I I I I I f 1 I 1 11 11 I I I I 1 r�i I I I I I I I I I 1 I I I I j I I I H.W.T. EL.2.0 1 I I I MIN. DRAIN TILE INV. EL' 3.0 1 I I I I MIN. DRAIN TILE COVER 1.0' 1 I I 1 I I 1 I I I I 1 W' I I I I I I I I I I I NI I I I 1 I I I I I i I I �! ml 1 I I I I I I I ITYCP) ►I I I I I I I I I I I I I I I I I I I I I I I I 'DRAIN i FIELD' I E I I I I I FOR I 1 I I I 1 WASTEWATER TIEATMENTI EFFLUENT i I I 1 DRAIN FIELD TO BE CONSTRUCTED OF STANDARD SEPTIC TANK I I I I I I I DRAIN TILE — AS PER ST. LUCIE Co.HEALTH DEFT. E!I THE FLA. I I I I I I I 1 I DEPT OF ENV. REG'S SPECIFICATIONS a REQUIREMENT'. I I I I I I I I I I I I I I I I I Ak L I I I I I I I I i I I I I I I I I I I I I I I I 1 I I TS I„%ti . '8,U 3` ^ M l"'p, +„t re.T s w "' " t rP'i�1 f1 is "5z�.'`1:z1 H�s}i ri � v�"'•a . . 14, Y . r WASTEWATER TREATMENT FACILITY THE PRINCESS SITE PLAN AND YARD PIPING R.O. WA ER ' t rz v j 9 •y S i fit^ s a:'fi Yr „ 'P i'" 4 .' ', ..,, w :��r, .,... llm I I 71 I I i i 1 r 170,009 GAL. r-- GROUND STORAGE TREATMENT I BUILDING Irti TA fi Am K ra .xo z r w„i,. 4"h'bc 5 a �-�S sT # {+�' `'¢ ':. `"b „ JS, y +.."'a'�N" .q'"'s�•r ✓ iw a r t� . �,i .%' 're`. ;N fir+`$ , Rey s s• y. ,.4 n 1 x � ..a .. .,. ,.>� 'T`x �✓iE� $.r . r::.. .,,. .,. �.. :. .w .vi � � ':dv. .e. n+mzurr:�-M .a,cwec..�w.... m, ,r ..�«l.n;r.,...., rsmc .0 .�.n�w�.an �,+..�«.waanwc� �rA�:�.�.�..�m. gym- .'i >.� ... �, J," w,.`�.e .rr .1 � I Roy I Increased ig'WV. To B," 1� noted Fire Line DATE BY DESCRIPTION REVISION 4 WO FIELD: DRAWN BY: M.Turton LINDAHL, BROWNING, FERRARI & HELLSTROM, INC. CONSULTING ENGINEERS, PLANNERS & SURVEYORS' CHECKED BY: % 426 INDIANTOWN ROAD 951 COLORADO AVENUE 117 SOUTH SECOND STREET P.O. BOX 727 SUITE 410 SUITE 202 DATE: 6 — /8— 82 JUP11FR, FLORIDA 33458 STUART, FLORIDA 33494 FORT PIERCE, FLORIDA 33450 JOB NO. 81 - 1 62 SEAL' SCALE: f" _ /O' DR. NO: SHEET 3 OF 8 e A4 "J"p , g"11-1 V) LL ci % LL \0 LL 0 10 Tn' t" D k_k p 4 g, SIR it �w 4" "74 Vl� SNVMZII�� 75 0 6AL Zt i5Z -o" �n s r"10' kY '4'� % 4 �'4 t k Z T, WOW, 'wl x �M:: 4 404 �5 "A'211 110 sx,"of A", g,,, A am N .. .. VIA RW "Q -T a Imo 5U11 -41�ml "'�i p" �V-" 4Vy A m L ""1W r oolk A -T 0 I�J 2- AER . . .. ... 10-3" W. L 47 8500 GAL. V i z- �N_ L. rl �i' SURGE CONTROL 55 AERA "IN? TION X J 2H jog WI�jo 11 �'M *7 R W It �54 gl-5 T5 rb5O GAL. 0 ""5 p"L Mal, 1j, i'm 01, $q` '�v 14 1114_ 9.800 GAL. py FIELD� DRAWN BY: CHECKED BY: DATE: JOB NO. LEGEND FILTER PUMP C AMBER 650 GAL. TRASH TRAP 71500 GAL. MUDWELL 9,500 GAL. AERATION 80,450 TO 94,500 GAL. FINAL SETTLING 16,500 GAL. CHLORINE CONTACT CHA�4MBER 9,800 GAL. AEROBIC SLUDGE DIGESTOR 7,500 GAL. EQUIPMENT ASSEMBLY -ALUM, STAND & BELT GUARD AIR DIFFUSER, ROLL -MIX , ANTI-BACKFLOW BUBBLER 4)- ALUMINUM SKIMMER TROUGH )- FLOW RECORDER b 3" SLUDGE EDUCTOR :7)- 6" SLUDGE RETURN LINE 8) - 6" PVC SLUDGE RETURN ADAPTERS 9�- 6" PVC SHEARGATE ALUM. WEIR TROUGH FIBERGLASS BAFFLE CHLORINE GAS MASK CHLORINE SOLUTION DISCHARGE LINE FOAM CONTROL SOLUTION TANK A6S KNIFE VALVES 6 - PLANT CONTROL PANEL 230V/30/60HZ - TERTIARY CONTROL PANEL 8 - STAND-BY BLOWER W/BUTTERFLY & CHECK VALVES FOR MANUAL OR AUTOMATIC ALTERNATION - 450 ALUM V-NOTCH WEIR - EDUCTOR SUPPORT - DISCHARGE MUFFLERS - BARSCREEN W/DRAINPLATE - ALUM. STAIRWAY - CHLORINE BUILDING - 1 -0 A .14'-0" X 6" PRECAST EQUIPMENT SLAB - 7'-0" X 7'-0" X 6 PRECAST EQUIPMENT SLAB - 2'-0" X 3'-0" X 2" PRECAST EQUIPMENT SLAB - CHLORINE CONTROL PANEL - 6" FILTER INFLUENT - 12" X 12" ALUM BACKWASH TROUGH - ALUM. SKIMMER TROUGH W/BAFFLE SUPPORT - 12" PVC BACKWASH WATER LINE - FILTER HIGH WATER FLOAT SWITCH - 4" SLOTTED UNDERDRAINS - 6' LATERALS - 4" NO FILTERDRAIN VALVE W/EXTENSION - 3" MUDWELL RETURN LINE - 8" BACKWASH LINE - MUDWELL PUMP SE 411 - MUDWELL FLOAT SWITCHE3 - FILTER PUMPS SE 411 L L - FILTER FLOAT SWITCHES - BACKWASH PUMPS 4SEH752 3) SUPERNATANT RETURN PORT BAFFLE BOOSTER PUMP SUCTION FLOW RESTRICTION WEIR WASTEWATER TREATMENT PLANT g TERTIARY FILTRATION — BY MAROLF CORP, CLEARWATER. FL. Elam m w mi� Iff HE PRIINCESS NAMTEEM -41,91 LINDAHL, BROWNING, FERRARI & HELLSTROM, INC CON5ULTING ENGINEERS, PLANNERS & SURVEYORS 426 INDIANTOWN ROAD 951 COLORADO 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: "'H -', T OF S K IM M do;."m TRau TROu6 ELEV 700 1•� i J} F h iY.. ✓? r ` �I'< j ry;4 A P k '14 M k"p Ya I ' r� m1v� ',w.'}`,z?"' m e'.- { z: z 1 � h � � r I "; t yIr� C xmn4. „ I` f f zv'" p � y o =t x.r £1 > i%S f t v< rl Y°L' (., Q T� , �,� � � � r 4� �',,� FILTER MEDIA SCHEDbLE (In Order of Placememt) 9" COARSE GRAVEL 3/4" TO 1/2" 3" COARSE GRAVEL 1/2" TO 1/4" 3" FINE GRAVEL 1/411 TO 1/8" 3" TORPEDO SAND 0.8mm TO 1.27-,: 12" SILICA SAND E.l. 0.45 TO 0.55mm, U.C. 1.5 MAX. 18" ANTHRACITE E.SI. 0.9 TO 1.2mm, U.C. 1.5 MAX. 48" TOTAL I O,xTE BY DESCRIPTION REVISION' FIELDi ' i DRAWN BY: CHECKED BYt DATEI JOB NO. 8/ - �62, . �- 7-SEAL TOP OF SLAB ELEV 7,25 r I07 WASTEWATER TREATMENT FA ko I L 11' :, r ELEVATION I I S LINDAHL, BROWNING, FERRARI & HELLSTROM, INC. CONSULTING ENGINEERS, PLANNERS 6 SURVEYORS 4261NDIANTOWN ROAD 951 COLORADO AVENUE 117 SOUTH SECOND STREET P.O. BOX 727 SUITE 410 SUITE 202 IUPITER, FLORIDA 33458 STUART, FLORIDA 33494 FORT PIERCE, FLORIDA 33450 I SCALEI AICN(F DR. NO: SHEET S F 8 A n A• CAPWALK� ]959Lf V.A i TEE MUTT,. .. ,.._.. ,. a4.., . .. . , t.... F i.. 2: a .z .. , . .:. a •.� r. .44 .r.vJ..,... v _t .'i. —r. ..� a�. F.'1 4:: azr�`}t.: .a. .,.'. .x._f.. ,>:: ..: ,x e .. F. �:.u,.y Nif r:. ...& Je, Y...v k ).:•.3 ra-n ,.. :o. , :. f. Yt:. 4 te�`wi,y,:� IF',�.s4 k;;, a Y '.�' �i " 1i I IIII I .;n •F '. M ,) - >1;.-', ap ,.,,', t�. ,� ,r:: r`at' .r,. .,.m. ? .iet 1, m,'Z $o ^4, ;bn I :.yl , r"�•: '!p'. s :sk ( x ANCHOR POCKET IN CAPBEAM OR CAPWALK WALL JOINT STRESS -KEY x PLAN VIEW - ANCHOR POCK T N CPVO00. j" CAP WA/tLIlK f >- ' \ 0S TIE I ANCHOR i STRESS -KEY PRECAST CONCRETE WALL n WIRE MESH LADDER FULL DEPTH PRIOR TO FILLING J FILL ET COLUMN WITH GROUT B45E SLAB -NOT PROVIDED BY STRUCTURE MANUFACTURER COLUMN GROUT SLOT FLAT CORNER —' 3- ALL PRECAST UNITS USE 5,000P51 CONCRETE ` ST. ALL $TRESS HEMS TIEACROSS n. TOM JOINTS Cv TOP , BOTTOM m WITH ze"x ss'srEEs BARS. m� ALL WALLS ARE 6 V2 BUT 6" IS USED TO MARE LAYOUT STRES SIMPLIFIED. 3�3" ACTUALLY 3-214' IN EACH CORNER AND - TEE JOINT Wr�4 M1 � CONSTANT 3 WEIGHT: 7.325, WEIGHT 9,J8o 3,L65 PR ECA 5T 8'- for 9" 18/4" r PRECAST HOPPER 7a - " TOP w sox IN Y r �� PRECAST _ # ONCRET E CAP WALK " CS ¢ fti LEVELI1QG r'II ,. .SKIMMER ;`TROUGH— PLATE o « 4 WE � I 3" SCH 40 PVC. ( ' SKIMMER DISCHARGE YY %Z AIR PTPE f PRECA5-T CONCRETC VVAL' p I �q' F'IB FG + 11DS I F INAL YT 41f�� «I r , h � v � r T Ll� Ila IL k 9 aN I I K°^ BAFFLE & SKIMMER DETAIL BRONZE AIR vALV E PRECAS, t _ PC) CCniCRETE _.__ PIPE SUPPORT ,;. s a b- T"S� t h `: Ao O, ) � 1 II i v d c " rt 'J, •^ � fiYi riifav I t la� « •oD 60 P e ° ROO °O0o- °I' � l"� I no �OnO oPc c� BA ,� aI«. II' r ly 000000GJ v �'�7a lC� c oN;rIr4LU0U5 0,l PVC AIR DIFFUSE °� °mo3«�-1,,�r'VRTAIN a ; AIR DIFFUSER ASSEMBLY WASTEWATER T DETAILS AND Influen M V_ ALUM.6RATING (TYP,) 7%411 x Z4" L 3"x3"x%4"x 3'1LG (TYP)Ir I J ]] My y ALUMINUM STAIRWAY DETAIL a A ; F I'� � F >IC �M � J ✓1 i T r ASD e. L 5 O 4„ TGG ,le FRONT k BAR SCREEN DETAILS N . T. S. 1EATMENT FACILITY FLOW DIAGRAM DATE BY J 3" ME MW FILi 4= 111. FLOI '1 BACYY WASH 1= 1 LT 1_Z F ILTEt PUMP MUDvvELL PUMPS PUMPS FLOAZ 115111W FLOAT Z3(D) 3/ 60 11511160 3Y4 ITCIAzS S W ITCHES I AI E FL F G H F S FPC BW/CCC — Az Fa �� 3" 6„ S ' ` ` rt FLOW CHEMATI G tE LS Lift Station t TGG Trash/Grease/Grit Interceptor AI, A2 Aeration - Surge Control In Aeration FS Final Settling 1` F1, Fe Gravity Filters FPC Filter Pump Chamber Dosing C"h6rr bBr, BW/CCC Backwash/CLZ Contact Chamber DF Drain Field ASD Aerobic Sludge Digester MW Mudwell i Mountinq Bar s To SAJT Inl�,a Aluminum Bar Screen DESCRIPTION REVISION LA FIELD: Silo f r— LINDAHL, BROWNING, FERRARI & HELLSTROM, INC. DRAWN BY: CONSULTING ENGINEERS, PLANNERS & SURVEYORS CHECKED BY: 426 INDIANTOWN ROAD 951 COLORADO AVENUE 117 SOUTH SECOND STREET P.O. BOX 727 SUITE 410 SUITE 202 DATE: b- /6- /982 JUPITER, FLORIDA 33458 STUART, FLORIDA 33494 FORT PIERCE., ILORIDA 3345U JOB NO. 81— 162 SEAL SCALE: NONE DR. NO: SHEET 6 OF 8 F ,A ET I t,lI S'iA . W+[ 'A11ttIMI. V OWW'9'"ll" ,,.. r Rim t� ttr} t W �. t f PRECAST Y nK w " ..,,,is :, i. j CAP WAlK �° z DIA. ROD SKIMMER ' - TROUGH a '`,:." " k a. . Ir I . •4.• a - .• , Sy. t 6 � WEIR TR,C>UG'ri N I s� _ e * ,' } lD i i 4 { p # ?/ , T , iY • iI•': 1�t . l Y{I >k x Y II ff- r` •. t% y —I'I %Y yg} O o a - a I"AIR PIPE "} Y a w Y PILEGAST WALL .. I - nr r,r' E Yt ..' . . fI y r " f"`=m, 3" SKIMMER DISCHARGE :o,. <, , r., _, s o,.., EFFLUENT WEIR 4 SKIMMER TROUGH DETAIL NOTE: (4) ADJUSTABLE WEIR PLATES ARE , z _ Y't m3'• p y t PROVIDED FOR THE EFFLUENT WEIR v ;st �€ ,. ' ` 1 ate? v p'a } "s , " iI TROUGNSt (I) FOR THE SKIMMER ,_, TROUGH. ADJUSTABLE WEIR PLATES AREz'w d l SERRATED WITH V-NOTCHES 6" 0•C,-1Yt" DEEP, `` 4 S 0 POSITION BOTTOM OF V NOTCH I -5" BELOW r `, A *,lik PLANT DECK � n 'j t ��K j+RT Y iky 1 ti '~ y r " .> �,. . ,v4. 4m, m ,I : v ,'. .; a _ ?'r g+� 3 w s, r i flk s. R,.�-: >t f r,�atl, t J q yam.,$.. y}.' "w*q•R , 2 pv2 1 s o,.., EFFLUENT WEIR 4 SKIMMER TROUGH DETAIL NOTE: (4) ADJUSTABLE WEIR PLATES ARE , z _ Y't m3'• p y t PROVIDED FOR THE EFFLUENT WEIR v ;st �€ ,. ' ` 1 ate? v p'a } "s , " iI TROUGNSt (I) FOR THE SKIMMER ,_, TROUGH. ADJUSTABLE WEIR PLATES AREz'w d l SERRATED WITH V-NOTCHES 6" 0•C,-1Yt" DEEP, `` 4 S 0 POSITION BOTTOM OF V NOTCH I -5" BELOW r `, A *,lik PLANT DECK � n 'j t ��K j+RT Y iky 1 ti '~ y r " .> �,. . ,v4. 4m, m ,I : v ,'. .; a _ ?'r g+� 3 w s, r i flk s. R,.�-: >t f r,�atl, t J q yam.,$.. y}.' "w*q•R , 2 pv2 1 -- - ---- ___ 1. 15/8' OD ALUMINUM RAILING r" f.=.' 11 O �" PIPE POST SET IN NON -SHRINKING 3 %2" GROUT • ..: _ .. .. n .. I•► I'�, PRECAST _ PRECAST CAPWALK ° WALL : ; . 1.4 i L. f 8¢ P 1 �� i,I p , 11 4 F i,,r a , ll Ni; FA; Kj"t.+^.ay. .'sy,t#.,. ;`` _:fie ,>J taes�'t.,,'; I`t, 'u36""'- r' ^�+i..'«� ,. t F t1— ,..d q> , d` Y X 5, v to ,teas d •6 i p• 3 101 d rye. { , w s t ,r— P, r" ,i Y �" 'd , S '�( i�,� ` j, �t y K r a 3 'I,, �; ,.? ,E i �+.,y'6 a - ,; 4,S '.. kIL A`ra'w�+w' ti a m x {%, + i'- A'i.^ L. '.yr 1 v y''} t.y N' `"kt3 ...'. [4 r, 3 `v.k t is 4v"., ,.: ill" x ,:�„ �++` ,i yi .N teK j' Kk' A� w i K4 •' y ELECTRICAL SERVICE AMAIN DISCONNEC?CIE CAS AeSK CONCRETE x _ FIBERGLASS / A GLOWER HOOD Y 23013160 a ENGINEERED PRODUCTS I ,.si ti, p 4IXI OD30"x36530 AIR E INTAKE „ t'":.� :`" MUFFLER - ENGINEERED I NEMA 12 ENCLOSURE - W PRODUCTS, RATED @ ( 350C.FM. INLET, OR LOCK-T Ag GREATER. 12"x( " I 1 . PORT — 1 ALUMINUM MOTOR BLOWER .h I ¢ YI `': EQUIPMENT Hii (ALUM.)�L � �_ 1-, F I "r ALUMINUM STAND - I a / d ENGINEERED PRODUCTS M a - ,I t2 , � F BAFFLE MOD. NO. E-515, W/E 520 . RUBBER MOUNTS. FLEXIBLE Tt T2 A ASD" / _ COUPLING A. p! i A O �,. PRECAST N! AIR PIPE CONCRETE SCH.40 GALV I i .� I WALL VIBRATION PADS I I I I v 1 230 / 3/cob CHLORINATOR • f /5 /5 , HP HP BLOWER a I BLOWER #Z > EQUIPMENT A55ENABLY PLANT CONTROL PANEL SCHEMATIC SUPERNATANT` NETURN PORT DUAL BLOWERS @ 345 G.FM., 62 PS L 15H.P. 1170 R.RM. EACH. SUTORBILT G.M.B. _ ' . v T2 = 3 TRIP-24 HR. TIMER \ 1 �— bZ + T /p Ii IpoE _- ° 5 Z V 4 = ALTEAAIATA2 2� 3 p/ %1� 2 3 "j o EDGE OF 2"PVC I n "� PO`�ITldl) SELECTOR BOLT �TO 1 ° 1 / CAPWALK - 1 WALL SEAL ! Jj ,` WATERT{TE I I" 5 0 ,` 4 9 1 ,1 PvC U 1 f z, 'DNSC14 ARGE r l q " 4' i' 1 ;1 AIR P1 ?-1EN1Af ICI PING SC I t " i '' 'x .`� v-^:.F ,t, t j,�ils i '?F xw { »tis r 9 k' k �' ! . i , trI 'r �K 2 ° { J ' x, `�i `s j—MrOTOR/ BLOWE2- ASSYm,l l r ,t w ' I., -AIR O1FFU5�2 k-A I 2 a,. � kn, — iZ B V S B L E R 1,19w wn, �1 l' �q'" Pvc_ 3 o ► } "K --- K 11-4 " E= R T TZ U G -EDUCTOR ""1 i a Z *K 1 d t K 4 6 }E 3 - �° Y �- STD . AIR VAl VEadx "Kk*I 1 u :u rti ut K /' --'I 1 1- U N 1 O t�J : ," m G `i A* FLEXIBL1 COUPttN �fyII �',' CHECY-I VALUE 1 i- I,� a �I I, s r TYP. /%I" -D<- BUT-NERV>_vt VALVE '`; w `�1 „- . 2 III- PKESSUKE RE.� AS - VALVE p- p TLESSURE C�AU6c 3 , a:,!, 4, y t 'zt.': to y yn, �44'+Ir Ct I. ` 1.,: »M.: o-.�,. ,ti7 9 .,Gn ;ice �, , . ; . , 3 `�',pp , +;.r n, .1,I ' „ , „I, c, ,_,., , . ,.,., : , ,# 41 , W .., :e ,..,, .,Ki x t v y..y.z , x �, . , , :.. .,, 34 r .emy, >„u, u ; r., ...,: n ;m , f i., , as ,,. 1. • �. I. „r: '. 't i ., ` . a... ..,.r 1 „ ., ... ,:x ,.n,..L .. .. ,:. .. .- , .. , 1. .... F..A n - 1 , ..,.., „r d 1. �t m ..# , ,z - �' n 2 O,. 4 Z 4 �" "' r}sw,r Y ��� 911x9,t$Q c FA C� E IIp ra t :, ek' �� s ; ' ,y,�a 4".y',j!> I t , �`+l�.,"I.I q•r 1 UC n 4 ';�3 "'J, i_, x �'t 1, ���,*} F + ,> 4": DIA. 4 " pIA. L P. S. � ` 1,Iet `I, �' _ 4�' a 4 THREADED , y .- 9 )yA �Y Y' , 'Te I y _ 1 F ,v 9 _ .L II 1 SCH 40 STEEL ,X}', `� k t- at i I "` 1 kf/G g x i= 5 k'a 35:3'>< ^fY { K, . T 1 : y M {Xy t 5 Y _ III a0 �I ICI ;J4 FC K {F 1 ' tI { >t` A N A I 'i"" r x 3 t + '' S1 , [ k�iw .c fI D 4 4 far 1 }{ 1 Y' 1p. : `b4 ; 4 -ik ., a fi 11 {* st Y _ 't i t a A"' '.# S 'c.z 1 $r s : i ' v I x a�q v ', `_, BLOWER .DISCHARGE. MUFFLER =a I _ } Ill � ; `. eer - ax. { f Engin ed Products Mod No E 255S 600 C F M M u "�. `i- ? M°v li 1 ,.'.., ,, nd+ ! a, "'s-' k,r, u e r t , _ t.,-t'.y } t s 3 _ > F _ 3 ','.Yd k .bw�': v II i n� , ✓„y§ 3 T F, T { " I' n. ``-:LL IV && D:5 14� I �� { L'r�-`4> w #' . k`'. . ;u dy } ry +tir v,'.", , E I':II �i H rv, . ., ,.... ..,,. ,. , w.. at. - ,. .. .. ,. , q„ .,l., w ., 1 Jls , , .. ll� ...,m .. , ... .. .. r 1. !. %` _ r K woe.v+n—=—.ay. __mu , .Iv�';K r1.vv ,I 44:' v @.Y"I • .':iYt I r........ WASTEWATER TREATMENT FACILITY ------- { ,'_ i ________1 DETAILStgrI�m�t DATE BY ow - 45° V-NOTCH W I✓ I R BOX DETAI L- I ,.si ti, p 4IXI OD30"x36530 AIR E INTAKE „ t'":.� :`" MUFFLER - ENGINEERED I NEMA 12 ENCLOSURE - W PRODUCTS, RATED @ ( 350C.FM. INLET, OR LOCK-T Ag GREATER. 12"x( " I 1 . PORT — 1 ALUMINUM MOTOR BLOWER .h I ¢ YI `': EQUIPMENT Hii (ALUM.)�L � �_ 1-, F I "r ALUMINUM STAND - I a / d ENGINEERED PRODUCTS M a - ,I t2 , � F BAFFLE MOD. NO. E-515, W/E 520 . RUBBER MOUNTS. FLEXIBLE Tt T2 A ASD" / _ COUPLING A. p! i A O �,. PRECAST N! AIR PIPE CONCRETE SCH.40 GALV I i .� I WALL VIBRATION PADS I I I I v 1 230 / 3/cob CHLORINATOR • f /5 /5 , HP HP BLOWER a I BLOWER #Z > EQUIPMENT A55ENABLY PLANT CONTROL PANEL SCHEMATIC SUPERNATANT` NETURN PORT DUAL BLOWERS @ 345 G.FM., 62 PS L 15H.P. 1170 R.RM. EACH. SUTORBILT G.M.B. _ ' . v T2 = 3 TRIP-24 HR. TIMER \ 1 �— bZ + T /p Ii IpoE _- ° 5 Z V 4 = ALTEAAIATA2 2� 3 p/ %1� 2 3 "j o EDGE OF 2"PVC I n "� PO`�ITldl) SELECTOR BOLT �TO 1 ° 1 / CAPWALK - 1 WALL SEAL ! Jj ,` WATERT{TE I I" 5 0 ,` 4 9 1 ,1 PvC U 1 f z, 'DNSC14 ARGE r l q " 4' i' 1 ;1 AIR P1 ?-1EN1Af ICI PING SC I t " i '' 'x .`� v-^:.F ,t, t j,�ils i '?F xw { »tis r 9 k' k �' ! . i , trI 'r �K 2 ° { J ' x, `�i `s j—MrOTOR/ BLOWE2- ASSYm,l l r ,t w ' I., -AIR O1FFU5�2 k-A I 2 a,. � kn, — iZ B V S B L E R 1,19w wn, �1 l' �q'" Pvc_ 3 o ► } "K --- K 11-4 " E= R T TZ U G -EDUCTOR ""1 i a Z *K 1 d t K 4 6 }E 3 - �° Y �- STD . AIR VAl VEadx "Kk*I 1 u :u rti ut K /' --'I 1 1- U N 1 O t�J : ," m G `i A* FLEXIBL1 COUPttN �fyII �',' CHECY-I VALUE 1 i- I,� a �I I, s r TYP. /%I" -D<- BUT-NERV>_vt VALVE '`; w `�1 „- . 2 III- PKESSUKE RE.� AS - VALVE p- p TLESSURE C�AU6c 3 , a:,!, 4, y t 'zt.': to y yn, �44'+Ir Ct I. ` 1.,: »M.: o-.�,. ,ti7 9 .,Gn ;ice �, , . ; . , 3 `�',pp , +;.r n, .1,I ' „ , „I, c, ,_,., , . ,.,., : , ,# 41 , W .., :e ,..,, .,Ki x t v y..y.z , x �, . , , :.. .,, 34 r .emy, >„u, u ; r., ...,: n ;m , f i., , as ,,. 1. • �. I. „r: '. 't i ., ` . a... ..,.r 1 „ ., ... ,:x ,.n,..L .. .. ,:. .. .- , .. , 1. .... F..A n - 1 , ..,.., „r d 1. �t m ..# , ,z - �' n 2 O,. 4 Z 4 �" "' r}sw,r Y ��� 911x9,t$Q c FA C� E IIp ra t :, ek' �� s ; ' ,y,�a 4".y',j!> I t , �`+l�.,"I.I q•r 1 UC n 4 ';�3 "'J, i_, x �'t 1, ���,*} F + ,> 4": DIA. 4 " pIA. L P. S. � ` 1,Iet `I, �' _ 4�' a 4 THREADED , y .- 9 )yA �Y Y' , 'Te I y _ 1 F ,v 9 _ .L II 1 SCH 40 STEEL ,X}', `� k t- at i I "` 1 kf/G g x i= 5 k'a 35:3'>< ^fY { K, . T 1 : y M {Xy t 5 Y _ III a0 �I ICI ;J4 FC K {F 1 ' tI { >t` A N A I 'i"" r x 3 t + '' S1 , [ k�iw .c fI D 4 4 far 1 }{ 1 Y' 1p. : `b4 ; 4 -ik ., a fi 11 {* st Y _ 't i t a A"' '.# S 'c.z 1 $r s : i ' v I x a�q v ', `_, BLOWER .DISCHARGE. MUFFLER =a I _ } Ill � ; `. eer - ax. { f Engin ed Products Mod No E 255S 600 C F M M u "�. `i- ? M°v li 1 ,.'.., ,, nd+ ! a, "'s-' k,r, u e r t , _ t.,-t'.y } t s 3 _ > F _ 3 ','.Yd k .bw�': v II i n� , ✓„y§ 3 T F, T { " I' n. ``-:LL IV && D:5 14� I �� { L'r�-`4> w #' . k`'. . ;u dy } ry +tir v,'.", , E I':II �i H rv, . ., ,.... ..,,. ,. , w.. at. - ,. .. .. ,. , q„ .,l., w ., 1 Jls , , .. ll� ...,m .. , ... .. .. r 1. !. %` _ r K woe.v+n—=—.ay. __mu , .Iv�';K r1.vv ,I 44:' v @.Y"I • .':iYt I r........ WASTEWATER TREATMENT FACILITY ------- { ,'_ i ________1 DETAILStgrI�m�t DATE BY ow - 45° V-NOTCH W I✓ I R BOX DETAI L- _ ' . v T2 = 3 TRIP-24 HR. TIMER \ 1 �— bZ + T /p Ii IpoE _- ° 5 Z V 4 = ALTEAAIATA2 2� 3 p/ %1� 2 3 "j o EDGE OF 2"PVC I n "� PO`�ITldl) SELECTOR BOLT �TO 1 ° 1 / CAPWALK - 1 WALL SEAL ! Jj ,` WATERT{TE I I" 5 0 ,` 4 9 1 ,1 PvC U 1 f z, 'DNSC14 ARGE r l q " 4' i' 1 ;1 AIR P1 ?-1EN1Af ICI PING SC I t " i '' 'x .`� v-^:.F ,t, t j,�ils i '?F xw { »tis r 9 k' k �' ! . i , trI 'r �K 2 ° { J ' x, `�i `s j—MrOTOR/ BLOWE2- ASSYm,l l r ,t w ' I., -AIR O1FFU5�2 k-A I 2 a,. � kn, — iZ B V S B L E R 1,19w wn, �1 l' �q'" Pvc_ 3 o ► } "K --- K 11-4 " E= R T TZ U G -EDUCTOR ""1 i a Z *K 1 d t K 4 6 }E 3 - �° Y �- STD . AIR VAl VEadx "Kk*I 1 u :u rti ut K /' --'I 1 1- U N 1 O t�J : ," m G `i A* FLEXIBL1 COUPttN �fyII �',' CHECY-I VALUE 1 i- I,� a �I I, s r TYP. /%I" -D<- BUT-NERV>_vt VALVE '`; w `�1 „- . 2 III- PKESSUKE RE.� AS - VALVE p- p TLESSURE C�AU6c 3 , a:,!, 4, y t 'zt.': to y yn, �44'+Ir Ct I. ` 1.,: »M.: o-.�,. ,ti7 9 .,Gn ;ice �, , . ; . , 3 `�',pp , +;.r n, .1,I ' „ , „I, c, ,_,., , . ,.,., : , ,# 41 , W .., :e ,..,, .,Ki x t v y..y.z , x �, . , , :.. .,, 34 r .emy, >„u, u ; r., ...,: n ;m , f i., , as ,,. 1. • �. I. „r: '. 't i ., ` . a... ..,.r 1 „ ., ... ,:x ,.n,..L .. .. ,:. .. .- , .. , 1. .... F..A n - 1 , ..,.., „r d 1. �t m ..# , ,z - �' n 2 O,. 4 Z 4 �" "' r}sw,r Y ��� 911x9,t$Q c FA C� E IIp ra t :, ek' �� s ; ' ,y,�a 4".y',j!> I t , �`+l�.,"I.I q•r 1 UC n 4 ';�3 "'J, i_, x �'t 1, ���,*} F + ,> 4": DIA. 4 " pIA. L P. S. � ` 1,Iet `I, �' _ 4�' a 4 THREADED , y .- 9 )yA �Y Y' , 'Te I y _ 1 F ,v 9 _ .L II 1 SCH 40 STEEL ,X}', `� k t- at i I "` 1 kf/G g x i= 5 k'a 35:3'>< ^fY { K, . T 1 : y M {Xy t 5 Y _ III a0 �I ICI ;J4 FC K {F 1 ' tI { >t` A N A I 'i"" r x 3 t + '' S1 , [ k�iw .c fI D 4 4 far 1 }{ 1 Y' 1p. : `b4 ; 4 -ik ., a fi 11 {* st Y _ 't i t a A"' '.# S 'c.z 1 $r s : i ' v I x a�q v ', `_, BLOWER .DISCHARGE. MUFFLER =a I _ } Ill � ; `. eer - ax. { f Engin ed Products Mod No E 255S 600 C F M M u "�. `i- ? M°v li 1 ,.'.., ,, nd+ ! a, "'s-' k,r, u e r t , _ t.,-t'.y } t s 3 _ > F _ 3 ','.Yd k .bw�': v II i n� , ✓„y§ 3 T F, T { " I' n. ``-:LL IV && D:5 14� I �� { L'r�-`4> w #' . k`'. . ;u dy } ry +tir v,'.", , E I':II �i H rv, . ., ,.... ..,,. ,. , w.. at. - ,. .. .. ,. , q„ .,l., w ., 1 Jls , , .. ll� ...,m .. , ... .. .. r 1. !. %` _ r K woe.v+n—=—.ay. __mu , .Iv�';K r1.vv ,I 44:' v @.Y"I • .':iYt I r........ WASTEWATER TREATMENT FACILITY ------- { ,'_ i ________1 DETAILStgrI�m�t DATE BY ow - 45° V-NOTCH W I✓ I R BOX DETAI L- I 1 1 "" j, .II ' "si: s }, , 1 .t �� 1- 1 .Sya.., F k m t Y Y K ll #i«'5 i aI l :f ,4 s I 9/2 FLOW METER LEUPOLD 9 STEVENS INSTANTANEOUS RATE/ VOL. TOTALIZING MOD. NO.61R. ` p.1..,�,h1 — WEATHERPROOF ENCLOSURE 16" x 14" x 91/2" -TI`_x 4"x 4"ALUM. tT SUPPORT STAINLESS STEEL rn BEADED FLOAT LINE -_ /CAPWALK N i } r_ 1 a ----_I I O 1 1 1 I n l0 I IT 15"DIA. ALUMINUM C �_ _, STILLING WELL STAND & STILLING WELL FOR FLOW RECORDER N. T. S. U. 4a 40l, ,�,, � � � T�� , t n 1 I-Is.,I, "Tt.'. n .„ •o f:SMY 1 10 I — - — , .: 1 I I , ,C 7WD L l D A ;)21�, A ' )4 ' 0 k I P i F k � I I F I 0 R 1 1) A ' � 45 0 1� mr.f-7r �7_ _�,` , I �x� • 9NI •: 2 I , , „_ _ P=1 � F _ �,A ,, 11I !!v '_ - gym_ m - ; v _.LENT/NVO HAND - MAA NOTCH WALL. l /-o^,l , TYPICAL CORNER f WALL i A ••I I I I INTERIOR WA L — ----� 2 CONTINUOUS — NAND -MADE -- -- --- NOTCH i I I i I � I , CONTINUOUS HAND- MADE NOTC H CSEE DETAIL) WR L L f WALL A I I ---EXTERIOR WAL L CONT//VVOUS TYPICAL INTER SECT/ON HAAID -MADE A107-CH A INTERIdRG„I' WALL 9 I 9 I I I I ANCHOR O 7 7" 4 I /V�II✓ �e� rlt€e��,�1rs �p Vi, i SEC T/ON .4 -A TYPICAL INTERIOR WALL EX TER/OR i /A VJ ,t WALL 140E cl N'OTC�r' �� L-E .JE Tit a) /aNCNOR �4 9. ANCHOR 5 , �- ANCI-/090 I � I ;N ANCHOR 3 4 7 2; 2'-3" 5' O' SECTIOIV B-B TYPICAL INBOARD TEE- 6TEM 1ORC4)Ki A 0 -.o jj- ter', "k" i z -ni1 a 3r I soon PS/ CONCRETE F/LLCT BY MAROLC- CONTLNUOU5 HAND- AN/AZ)E NOTCH "1 A � WA L I- M% ANCHOR '"4 REBAR x 3-6" L N 4 W✓a L L OO A NCNOR "4 REBA R x /' X ^L O/✓G EXTER/OR 9 WALL N ± ANC'NO R O/ Y CONTINUOUS HAND - tiMOL- I A/oTCN S7EM I CsE� ncr�/L)5 ANCHOR II6 REBAR^3-66 LONG r 7,. 7,: 4" a x FURNISPr_= D F IMSTAllED BY SLAB CONTRACTOR SECTI(JN C`-c P/CAL DUTF EE STEM PR -CA 5T WALL 1I � I I y, 2"GRour FILLET OANC �,. 41-?E43AP-3=o LONG-S^K-OHO AniWIRr-TN.9/VF SEALAiI/ _ AS REO 'D DURING o O l z /NSTALLAT/ON � S STEM (a)ANCHOP WIRED TOODOWELS DURING INSTALLATION BY MAROL�. F-URN/SHED E /NST14LLED DATE I BY BY "APOLF DESCRIPTION REVISION :7 I� n .;'{5uvz�v�3-kKk"'s�tf @� 'IdP.3YG.&'6Y ill 0 d^ a 0 :V9 0 o- R Q � iL _ a i 1 D FLAT R.DOF T 15440w.j - µUIZI e-H e'sAwwwo �LiTIt,1G I AREA PLAN u EAST ELEV)NTIOIN S C A L Eye 1 f 4 . - U 4 mirk F : rn 2 401 c �L�^�•C �.n�4r�i�.w .r� SR k CABINET ELEVATIONS SCALE h� �S " I � �h. '�a;'v � �. ,. '� ; • � � k :., ,: zk ��� s <, x xs �?� Z�'.'z } f (� � z �+ '3 � ��� 4 � �1 s tkJ" s" £•. u.. _ . 5. + # y. m� t:. tS * t i•s.: .•. �s �r� Aw#' �, x s a ay aT � ,�. ih' s�„-.x: a,'�„� r r ' P y:. r k r. i r, , st U, T✓ e { h 7r" : .ir — ,.,+3 tiw 3 h .r j tx' R "' fr + i v r Rr ""a 1rH s9 Y �' "`s Jrt i���,,;.:�� "�"�+�" a�a� S'* .� • "�",xy �" ua '�": >�'� .�t��+r �; ai>�svckm '��":�i?.i" f'.t ux � �,�„ `° NORTH ELEVATION .: .. .. S C A L E 1/ 4'= 1'- o T 1E HOUSE rry c w ;. WALL SE Tilt.,. kk o.. me .,,. _s ...-�"�"' SCALE Pik t T M4 -`I� ,�, rir�✓A Mf �� rfiT r 5 lW 1 .la j` g ^�. 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