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Home My WebLink AboutMiramar North (Bldg. 2) 50725m ST. LUCIE COUNTY CERTIFICATION )n drawings were prepared under my direct supervision le design criteria in 1981. The southerly portion been constructed and completed as of this date. HUTCHEON EN INFERS By: Kevin McAdams, P. E. Fl. Registration No. 15032 Date: June 14, 1988 STA INDEX OF SHEETS SHEET NO. CI C2 C C4 C5 C6 C7 C8 C9 CIO C I I Cl2 FLORIDA, DESCRIPTION COVER �Hr"ET ^'DIMENSIONAL CONTROL SHEET PAVING DRAINAGE PLAN A -I -A RIGHT OF WAY PLA!`\I P4ING & DRAINAGE DETAILS WATER SA' N' i TARY PLAN AW W-ATE,--\ MAIN WATER DETAILS SANITARY ' ETAILS SANITAR' I LIFT STATI�iN PAVING & DRAIN \(E (�-CIFICA iONS WATER & SANITARY SPECIFICATIONS NO. . �. rIslatnd 1 �'�'�1:» LoCI\T I or'S 22 Eden 1 1 _ o 9 4 6. �zeha�v�erD r> �r` ,a i C-; '..Ic MADE ST. LUCIE COUNTY BUILDING DMSION REVIEWED FOR CO{ `f REVIEWED BY. DATE — �_' PLANS AND PERMIT MUST BE KEPT ON JOB OR NO I'• \A"' 1 nC AAAnC REVISIONS i3pse7,.2� DATE 14 15 ; •, Jensen $cac� LOCATION MAP SCALE I"=2000' ST. LUCIE COUNTY -FT. PIERCE FIRE PREVENTIOM BUREAU REVIEWED BY LL P K LUm rnuB LNeBN FOR CEDE COMPLIANCE PHONI 445-6355 DATE: SUBJECT T0: Inferior Finish 1. ST. IUCiE CO. —FT. PIERCE FIRE PREVENTION CODE :;" 4. N.F.P.A. LIFE SAFETY CODE-101 3. STATE FiAE MARSHAL'S R & R Flame Spread Rating Exit �"/:'ys Class ... 4-3 . Minimum Other Areas Class . �... . Minimum s ST. LUCIE COUNTY -FT. PIERCE FIRE PREVENTIOM BUREAU RETEN O BY LT. R IL (LUG) TOMLINSON FOR CODE COP,iPLIANCE PH?N'_: 435-6655 DATE: /o— y3 —PS' INSTALLATION SHALL BE fNSTAL LED I� N �— COPPJ4NCE WITH N.F.P.A. o STANDARD(S) _ /3f19'1 2 � STATE FIRE MARSHAL'S R & R COVER SHEET MIRAMAR JUN 131988 it & NORTH ST.LUCIECOUNTY FLORIDA SCALE AS NOTED DATE DESIGNED BY DR.b HUTCHEON ENGINEERS FILE &DRAWING NO. DRAWN BY a r IN CORPORATED CHECKED BY CIVIL ENGINEERS & SURVEYORS I JEST PALM BEACH I OF BY SEAL BELLE GLADE STUART "" m• .4. . r . . •l:, l o1i s lr RIGHTOF WA DRAINAGE DETAILS! ,flNG P' r q � j I a fiATER SANITARY SPECIFICATIONS DATE AF '4BSB i ATLANTIC OCEAN NFPROX MEAN HIGH WATER LINE U S. R. A- I -A *d NC o / FUTURE DRAINFIEL / m 0 Ito j 1 �o' i "TENNIS LOUR 120' i, CERTIFICATION TF-ese cons ruction drawings were prepared under my direct supervision meeting applicable design criteria in 1981. The southerly portion (Miramar II) has been constructed and completed as of this date. HUTCHEON EN INEERS �7W—*,,_ DIMENSIONAL CONTROL JUN 131988 s;� g e �y cy it M�� IS 3 f. _, Prl� r x� ax � t � � �� e� a �. 3- i'� rt�•9{IOW } '� N, xJ s�x„,, _ £ �' ^fie t k JAW c e � f., h9 , s �' F ;zro:Ydl7lF'4"' +4 tx n 711 k a,. 7 " :d Wv.rv.tsii- a ` Y ' Y k g, A 4 W d 3:',€?t a*at�"�,f^a.♦`�.d''"'.yx a .e.4xi I +t� &p fi+ x�d#^,aON -our r . v :uMOPW x. •;.....-t,.b., .� s1 ., .. aE� _ . & ,x �� v� r F � 5 aal �: �',.' er%" ♦ ,3� �r ,- fra,'�Rb', x ��.- a xg r s,,.-. - �� '�' �';,��,��y�.'� y.r 'rj+s..r _•x;,. :�%?'.}' 1' *,T sea ,:'d+., =.i. cyltr'" g °4. " y�€;.. r '"` ;ak: rar u,::?oC„r �'r' a ,+q e^�t rb ,z.:,, Y ? ,>''yS ,.R.�.e' i`;'iv"' t Md, .if Tc�;,♦t: Na, � '� 6y,;,. 44. �.•. Fr .p • it ,u� � �• _ . ,.a, .,... b % n '4 � L . -iS }}'{° �r�s., -i E f^e. K'b %v'" � �f ' &�'6 nr �� 'R�t� � +,;,i¢'i. k� . , ♦ ► . � " 1 c `� r 3 Z � ,�' 5 � i � 4w'P'l" � .41 � x `'s.`4t � �• I • � • � 3 a':5,� � ' k � e TYgX Yr� iwr MI °? x § 6 ,4' ' - ' • „. drrr^,; .[ f ^ +' �k� -"' i "y�'y� * #,y n' a � �t aiuil �R' �'ir "kR��,'+ q �,� •� � .i"�' � ' tt � ` R�� ° -` R•p 5 U ,,. b r z rc a i , f� MINTAUX ft� � a�♦y, 4r .. s �'' n .�,�* c e 1 �#j�R.v bx 2r' � -._ .�u'T' ��.� t '.}Y �v> r fk � fi�•�'a` I�-. k s 1"' I •f 77777-77 n . e- 1, A441,11, ari S d p to ma � COMPACTED LIMEROCK BA MIN. DENSITY AASHTO T- 12" COMPArTED STAL21UZEC SUECRADE 75 P3L F9,V MIN -'EN-iTY 9 r% AAGHTO T-j8n .,11111 i p. � W', �� r7 y, , N"IN1,15,1 A.- 4 Y" F 4" WHITE -SOLID (THERMOPL.) i4 1� EXIST DIRECTIONAL ARRO EDGE PAVEMENT -WHITE (THERM ,93 ---------- LIJ DUAL LEFT LANE DIRECTIONAL ARROWS (THERMOICL) (-r H E R N7 0 P L 4 ,j (THERMOPL.) EDGE FAVEMENi 4 v,_fIT E-SOLIC) (THERMOPL) x U M I Z43, g'' Y EA R,/W LINE -T -M �J XI-5T 18" YELLOW SO 1ST EDGE OF P/ t �16" YELLOW -SOLID (TRAFFIC PAINT) 1 _4" YELLOV"' SOLID (TRAFFIC 10 PAINT) ,V195' V4 �,WKWMUMQ�;�5 xyis CERTIFICATION TO BE REMOVED These construction drawings were prepared under my direct supervision meeting applicable design criteria in 1981. The southerly portion (Miramar 11) has been constructed and completed as of this date. N' 4" WHIT 77 57-T, 11 A'— MIRAMAR 11 & NORTH 4v- ST. LUCIE COUNTY 'FLORID. SCALE DATE � '- 2 C' " 4-81 DESIGNEDBY DRE3 HUTCHEON ENGINEERS FILE & DRAWING NO. DRAWN BY INCORPORATED CHECKED BY CIVIL ENGINEERS & SURVEYORS BELLE WEST PALM-BEALH- STUART OF Alk, MATCH EXIST. PVM'T W/2" COMF ASPHALTIC CONCRETE TYPE__, i tA' Y } r z# } LLJ MIRI AR 2I MIRIMAR NORTH a, ouP�L6 - Hl f1e-(THERMOPL,) _--� — C T OP SIGN, i1 `24" WHITE STOP BAR (THERMOPL) ryf s a TOP SIGN —� Q IENT DUAL LEFT LANE DIRECT -(THERMOPL.) 4" (THERMOPL.) vw ik J k Q a 0, N >$ 01I w =., :. r NO DIRECTIONAL ARROvV WHITE (THERMOPL) t IN 5 LIP,,E CF PAVEMENT F T R/w LI L .--18" YELLOW -SOLID (TRAFFI F Yb.�+� "`, #i, 'Fe..t•c'G .r, q,..� .;; - ., y' ,n,i; tXx w' v7 zgK ran } *� f 'r` #° ,i,_. ', } • �"s'%rn - vy EXIST, STRIPIN:, �— " TO BE RENOVEv - These construction drawings were prepared under my direct supervision meeting applicable design criteria in 1981. The southerly portion (Miramar II) has been constructed and completed as of this date. HUTCHEON EN INFERS I 1 REMOVE EXIST STR'I BLEND NEW STRIP EXIST, BULLETNOSE �• Ke McAdams, P. E. � �t ,, in r- r F1 Reni.<.tration IJo. 15032 a t,�-c Date: J,..: e 14 1988 NO. REVISIONS DATE 3Y SEAL 3 _ LEFT LANE crk.E CT r AL '41 a£TrIE2 P 77,777 y f \\ 1 J 4" YELLOW -SOLID (THERMOPL.) F Q 4" WHITE- SOLID (THERMOFL) �Tf ON J 131988 1988 A-1-A RIGHT OF WAY PLAN MIRAMAR II & NORTH ST. LUCIE COUNTY FL_ 12 SCALE I'f_ 20' DATE " 4 81 DESIGNEDBY D,R8 HUTCHEON ENGINEERS FILE &DRAWING NO. DRAWN BY F( (> INCORPORATED S ✓ SHEET CHECKED By CIVIL ENGINEERS & SURVEYORS BELLE GLADE �- WEST PALM BEACHSTUART �i OF 64WIegti AND e96,5:� TP V,' ail 01�1 6HAWC�iZR9 'V/41, 0 • IF wr%6�or RINb C;, ucgev. 3 I U vi zi rc t ja, 4 0;0;�?,eo Al 1,2 0.&,, 2t7iN WAYS 5��t2 \45w L C= E:XF-AL7PZA7-10P 7—YP^R 7RENC Z N LET 2.4 PERFORATED ALUM I NUM L -For T—a4" (NOT F'F-PF0RA7-E-D) E N P71 LTRP-,TIDN -TRENC-"-- END EDET< FP'L—,P-,N VIEW .00 i .0 4-ft 0 0 0 0 • 4 JIj • ;::4aNIT \A VI W ,,IMI-TO Pr- 1W," eYeAVAT1PI4 L LU < 0 < 11 VARIES 1 10 U I KICJ T 1 14" 1 LDT SCALE 1) ITCH 3 1+ H 0 Z 1i -Z I"= C), 110 E FZT 1^= 'I->' tiO —Fy FIEP\L FINISH, GRA VAR I ES I ROW OF BAGS -TURNED E � TERRI\FIN 270 R OR APPROVED EO RIP -RAP RETAINING V\1P\LL , TYPICAL SECTION meeting applicable design criteria 'in 1981 The southerly I portion (Miramar 11) has been constructed and completed as of this date. HUTCHEON ENG;NEERS By: TevTn McAdams-, P. E. -- - g owtj Fl. Registration No. 15032 0 M Yr.7- 64' PARK][\ N-01 REVISIONS DATE BY I SEAL F1, R E A MIRAMAR 11 & NORTH 3T. LUCIE COUNTY FLC SCALE --- DATE §-E DESIGNED BY D R HUTCHEON ENGINEERS FILE & DRAA - I - — DRAWN BY R"Q INCORPORATED SHEET ;__ CHECKED BY CIVIL ENGINEERS & SURVEYORS WEST PALM BEACH BELLE GLADE STUART 2"bLOW01 TA. t 5+22 (17Y RT.), ITI-POEONOW Q2 w G M.H. #i STA. 12+ 18(126/R7),, 7 0 P E L -i, i�5 7. 30� N.W, iNV EL,535 �kp0 3.18 BUILT SANITARY 2-22-84 -1(6-82 3ASE LINE WATER & SANITARY MIRA F ia959 'I�ill�hi"Ir';k Nt�R iN 1// MIRAMAR U /=XISTN6 A i Z —f x6 4"F.M. Nvo zo. TANtt /� ! ------ T- w a a r. �/ CONNECT 8 WATER MAIN TO EXIS T. B" WATER MAIN I Q O `� 1 c_ Ir J UG. DIESEL TANK r--i r 2 o-8��(,:V- (EXIST. 8"" Li. V. ( E X I ST) EniST. CONCRETc C'\-:Ihc� ! I .�-I-EXIST.VVELL _.'-KIST IRRIG. PJMP/ - -- -- — — 9' tii T. 5, R.O. g �`l (o" RAvv WATER MAIN — — -- — - _ ��?P.'_l- 6\'4!\TF2, EXIST 2" WATER SERVICE PROPOSED CONCRETE CASING -XIST. 8'/ WATER MriIN---- CERTIFICATION These construction drawings were prepared under my direct supervision R A W WATER MAIN meeting applicable design criteria in 1981. The southerly portion (Miramar II) has been constructed and completed as of this date. M I R A M A R II & NORTH HUTCHEOII E GINEERS ST.LUCIE COUNTY FLORIDA % SCALE �= LIQDATE By: 1 Ke in McAdams, P. E. DESIGNED BY DR.g HLITCHEON ENGINEERS FILE &DRAWING NO. F1. Registration 110. 15032 DRAWN BY INCORPORATED O o 6 -- -- SHEET — CHECKED BY CIVIL ENGINEERS & SURVEYORS D R C3 1�113EVISE�EL�OCATION (�- C�-H2 Ii7 R.[3.' Date: June 14, 1988 WEST PALM BEACH C 7 OF f 2 NO. REVISIONS DATE BY SEAL BELLE GLADE STUART AF 14 r §� EDDY COMPRESSION TYPE FIRE HYDRANT WITH BREAK FLANGE XHr`x= CONSTRUCTION BY CLOW OR '� APPROVED EQUAL. - �` FINISH GRADE -� 1 AD USTABLE zl VALVE BOX w TEE ON I MECH JOINT WATER MAIN u a PROTECT BOLTS, FLANGES AND DRAIN HOLE CONC. THRUST BLOCK, POUR AGAINST UNDISTURBED TRENCH BANK, SEE ,, , ,rk " 'Ta✓, +.ia ; k� # 'yka ii 5 a}`.� a o . + J S C H E D U L E 1 i 3 f P Ai ): 4 k U� 4 34 .:'.. I .:., .. ... .. JAY. .. ....._ ... .... -. ...: r. .a •..a .,< a - ... 5 ,_. . -,m. cE>,TYP 4 P 4#R; NOTE TYPICAL FIRE HYDRANT ASSEMBLY (1) HYDRANTS TO HAVE 1-4 V2• PUMPER NOZZLE FACING R/W 8 2- 2 1/2' HOSE NOZZLES NOT TO SCALE (2) ALL FITTINGS TO BE MFH�� WITH RESTRAINING RODS �b. . _ ET.<tT4 �'"ff ary s gh 1 N i T 1, (3) HYDRANT Tx 0 BE INSTALLED PLUMB 1 TRUE `F` `'.. z,hhi 3n �'Y tiA ;JN '•;S"b rJysS 'p IY � I l+k& �-�'�. '.��.i� S�'ky� "L J.. �Y S< a �:•+" '^.'=e"`i J � M a1556 .x "'ail f"`Rf tk Ak .y q�iy4 g�S mi X f; (r4 Mil'_ ;X"+A 4ytt S .F'✓s }-��`» t 4 i `�Hr"FS #'$ti 'a"Z' ,g d°"': xc'1 .`a 3 x J d�. n3 irA.F: 2lNif -T�1. , WATER MAIN ANCHORAGE SYSTEM MINIMUM DIMENSIONS (FEET) PIPE TI-TRUST BLOCKS BI BEARING PADS S I Z E ---- ---�, �� 900 BEND 1; 45° BEND 122 I/I 2° BENDi�I1 /4� ° FIEND PLUG THEE 8 --jII CROSS B D B �I�B�I p I, 8 D �I B D D 01I 0 5 1.2 0 1.2 0.5 6 2.0 0.5 5 0.5 �� 0.5 'I 0.8 1 0.5 1,7 1 0 5 1.7 D.5 8 2.6 0,6 2,0 0.5 1'4 0.5 I� 1.0 0.5 I 2.2 0.8 2.2 0.5 G 3.2 0 G 2 4 ;> > -' 0.5 v 1.2 0 2.7 0 2,7 0.5 2 3.N 0.3 2 H 0.8 2.0 j 0.5 1.5 0.5 II 3.2 1, 3.2 0.6 - I - 14 4.4 1.1 2 9% 0 9 2 4 0.6 I I.7 0 5 II� 3.8 .3 3 8. O,8 -- --- I---- -- - S.IL2 2-7 0,7 9 5 4,3 5 4.3 0.9 G_E_N E_R A L N_0 T E_S I CONTRACTOR SHAL FSP0N31,3LE FOR PROPER APPL,CATON OF ANC;IORAGE SYSTEM To PREVENT MOVEMENT OF PIPE AND FITTINGS. 2 ANCHORAGE SYSTEM IS DESIGNED FOR SOIL WITH A MINIMUM BEARING CAPACITY OF 2000 PS I. WHERE IH.S SYSTEM IS INAPPROPRIATE BECAUSE OF BAD SOIL OR OTHER CONDITIONS, SUBMIT DETAILS OF ALTERNATE SYSTEM TO ENGINEER FOR APPROVAL. 450 45• 5 y� I -l� r0 900 BENDS h0' Q� I,BII SQ. 'NVE ADDITIONAL IF TEE IS P E IN THRUST BLOCK SEE SCHEDULE .m N GALVANIZED STEEL L EY E o HOOK* SET IN THRUST D S� BLOCK "• 'G v 1 PLUG BRNG AREA D' WOOD / J BLOCKING y 450 OR 22.50 BENDS WATER MAIN r3 PLAN VIEWS THRUST BLOCK NOT TO SCALE 2 V2 P.V.C. SCH. 80 CAP W/3/4• OUTLET OR APPROVED EQUAL, PVC SCH 40 F3/4" SOD � l 1 2 T N / O Z GATE VALVE FIRE HYDRANT DESIGNATED PROPOSED FINISHED xa x ^1 GRADE y S x is f r � J S t _ 9 5 5 # C tl U 4 rep F s f J { a 1 i f 4 i J,� +{�. •yK }�.. Lk. �hiYyt?�in, Ya K. �'Y: lx�n:'F 1 .A*`L�.S TYPICAL BACTERIOLOGICAL SAMPLING POINT 4 5 ; NOT- TO SCALE` iQ� FtP� 12� O. vlMlfGl OG 1iti1G�1 EX/AVA GN1 U �' �r 1 � { r � 4' 1 T� V 1 V �N v. s 4 . F'�`L xf,��:�:Ex3nx f. F� ; e sY �'Y• O I� T�ENr.H I� Gi�t2 ExGAVA'iEp, IT SNAI-V � $LGI�'rI�I•�D IN ?i INGN l.A(EIZ9 '70 THE ?V TGM GT✓ PIPELINri bit AND 4/MPA f5V -To 6i%% Gt% Tf-1E MAXIMUM Driw�,iii`( (AA9ii T-qq), ® 3AGKEIt,L AND i.%�:MPALT TO A? liEA4iT '10'/o G% s4F- rAAXIMUM rl51TY (AAGJNTO T-�i`I), �GIAI,_ iEECATIGII MIDI-L of bIVEN UNDER E +�AUN�FIE�i G>= ?NE APB '�/11N ;ANl7 TAMF 125 A6, 42E1Gt✓t I5`N1Gr,-D Coy like f1m MANUFAGfuRER, © 2AGKFII'� AND 6aA?A6'f TO AT l�,i `10% OE THE MAXIMUM 90'NyITY (AkC I4TO T-qq) . @WITHIN THE &NT1RE W'914 OP t20Ao Qib�?-OF- NAY6 AND ANY OM�It AREA WITHIN 10 FBET j�5 >G-9 PAVEMENT 91AGKFI�� IN 12 ING}1 MAY MLINI I-AYERGi AND 411 't0 AT GEpr?( IGt�'% GF THE MAXIMUM DENSITY. Al.l, OTI4F-9 A1250ii 6ALi AND 6v 2MPAZT TO A 04-1V t �ItY AT t4oi 5-6?UAl. -fP 114E A27AGE►I'r �1V G�GI.IDITIGN�. FINISH GRADE FINISµED GRADE "... CONCRETE B" ALL AROUND CA5T IRON ADJUSTASLE VALVE Bo% (SCREW TYPE) VARIES u `7_711�% 2" PVC. THREADED CAP METER BOX - ouvv- CRUSHED ROCK EE �I,M AW APPROVED Plvr? 'v BY: �--- �' GATE VALVE (SEE SPECIFICATIONS) K Vin PicAd ams, P. E. CC 14 , Fl. Registration No. 1 l I A fi 3f fl 3< gg Y st �� F �. - hiS i F A *v r' si r � a i �< f 1 F�n \' Date: June A Y�1 { , WATER DETAILSi MIRAMAR II & NORTH A 1 G • • • • N COUNTY FLORIDA £t • • BY D R C HUTCHEONIN CORPORATED • SHEET -�6 CHECKED By CIVIL ENGINEERS & SURVEYORS m REVISIONS WEST PALM BEACH DATE SEAL BELLE GLAD STLIAi sX s; x 41 'aq's 6�- • ol v/ N`l W FA t�� a�T F01z P�EV� T�ENlr4-� '✓�TAIV OIL -T)ze � I,� Ov1;12 CXGAVATE% I'( 6NAL4. 0Ir% Its � INU1 SAYERS TO THE I?VTTGM GF 147 IW % GP 14E MAXIMUM 5;�W-,PIjY (AAiiNTO T-qq ) , © %AGKFIi.I, AND GGMPAGT TO AT 1,EA4< '10'/0 ?I.I� MAXIMUM �rry (A, "4-r0 7-11) . i`-�IAI, K, 60IVEN UNI?r-i2 1Nr G� ?4 -1 Aft WI'M �p TAM 125 ASP REGGMM�NGGD 1?�y THE I�PE MANUFAG?uR�R. ©2�.GKFILI, AND GGMPAG-r -TO A'i I Awl( `10% OF THE MAXIMUM tx-N9I1Y (AAc,-lTO T-` 1) , OO WITHIN THE wv-r 1 GF 3zOAD Ribiwr- OF- wAY6 AND ANY O'Mex AREA W1114IR W FEET GF PKIYa,QW PAVEMENT/ RAG0FII,1, W 11Z ING¢} MAXIMUM t,AYEi2� AkW 6GMPA6T 'r0 Al W �o prz THE MAXIMUM �t.IyITY. A4.1. 0T4+EI2 At��,cPi, 6A�KFIt,1, A►�n �,cMPA�T TO A �OIV ��IZY AT 4�AFsT F✓6�UAl. 'TO T'4.4E 4.DTAGEtiI"r �11r G"oND">"IGN�. ` `� ENGAyE �iEW>;Iz- MAIN VJN�N NAT�I� MAIN G!? � UND�tz r,�WC12 MAIN X- Wus-*l Q WA -MR MAW MAW .�' WI1'H A VAR f IGAV GI,�ARAI lLE OF 16° L ENGA-emw-T 70 oX (END 10' �ALN �9 WAY OF GRO�iINfs, GOtJGR�TE TYf�IGAU�� NCot ��M5NT M Rk G b�VLTY -- rJEHK 0?r-, Qk,m-c7TP5, GY�MGN t,NAt WDvE 6G31P✓, - g21LK TO F1NI�i�I (iRAt7E 1170 • �Al-EC7 WA'f�iZ TIbNT zotrr Jd� RFGiZAi;t7 • G<,6X1� WA0T1li bAyK2T • (6G� Gp�GtG G¢i Ali) 4P 1�A , • b" • I • a _ J b � — l0' 'J ° G�EA4�Al.1G� Nv, 4 Ba-6-1 @ t0" o.G.r-•W. f�2�GA�T i2>✓I�I�p1�L� C,GNG��1� M�NNo�� 1i r/ MiN.�Or'� 0 log- �D (OPfIONAV A IAI,I vN GiEVZVIG�i) l? 679'AV11Y SEWER 1` iM it 7Ei� �1� P PW, bRAVIT`( 0EWE:R PIPE x 40" TEE Iwo Pvei fiR.AUI'TY 61EWEI2 P1PE " - (GPTIGNLL Gtl �I-IAL�AN �C�`/IG�i) �ItJC�V� �✓�izV1GE GGNI��Gi10� 22'ry/4" 21 ❑ D NN S AWITARY ❑ ❑ SG W4N a❑❑❑❑❑o C❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ o ❑ SSEWE0. Y ❑ a❑o GAyT IRON MANP" tZINb AND 649v ig 04AW ef- A09, MAN0:AGTURE9 P f U.e.. F-Pjv-1G Py a MANUFA!✓NRINF/ (ASP. UyP W. 420. TOTAL, W014WT A-W 12�. MANNoi.5-, ►21Nd A"W G "fAll� BRICK roFIN15H5� /r GRADE I�„ — 1 U cow (4) '6 PLACED DIAGONALLY AROUND OPEN/NG 6 @ 6" O.C.E.W. *4 @ / 0" Q C . E .W. g" 8„ ASBESTOS CEMENT MANHOLE rCOUPLING PVC. GRAVITY SEWER 3" (fLEARENCE n 9 @ )0" O.C.E.W. 6'-4" DIA. SHALLOW MANHOLE w/SLAB TOP (D" UG CERTIFICATION These construction drawings were prepared under my direct supervision meeting applicable design criteria in 1981. The southerly portion (Miramar II) has been constructed and completed as of this date. HUTCHEON FNIS By: Kevin McAdams, P. E. Fl. Registration No. 15032 Date: June 14, 1988 CERTIFICATION J UN 131988 MIRAMAR II & NORTH SCALE DATE n 8 1— DESIGNED BY D.R,B, HUTCHEON ENGINEERS FILE & DRAWING NO DRAWN BY R.Q.F I N C O R P O R A T E D ---- SHEET CHECKED BY p. R.g. CIVIL ENGINEERS &SURVEYORS No R_cVISIONS DATE BY SEAL BELLE GLADE WEST PALM BEACH STUART C 9 OF 12 g"CGR 4:t)Ew W/CONC. CAP W/1 #4 1-101 0-1- 6" GRAVE CONC. FOOTING W / 2 # 4 ELEC. SE IVAN NTROL UNDERGROUND SERVICE 4 #6 3/4" C Sm 1 #6 IN 1/2" C. TO GRND. ROD DISCHARGE OPENINGS PER PUMP, MANUF. SHOP DWGS. , £ I I ALARM LT. W/POLYCARBONATE'L (w ITN VATE14510 N7 pg fZEquta o 3E SEEN oVe2 P62t=eo EMERGENCY GENERATORT CAULK FOR MOISTURE PR PIPE STANDS m,;a 2-4 #12 WIRE CABLES 4 FLOAT CABLES 2 #14 MOU TO PUMPS IN 2" C CONN., BY LEVEL CONTRACT wa1 xpx key° CHES CERTIFICATION IMIM These construction drawings were prepared under my direct supervisi meeting applicable design criteria in 1981. The southerly porti (Miramar II) has been constructed and completed as of this date. f TCHEON ENGINEERS Date: June 14, 1988 By: ARY I IFT STATION. FI- Reaistration Ha, .>Sn32 �NE2pL Ev�S��NS t,L i 4F 4858 F� NITARY SEWER COLLECTION/TRANSMISSION WORK INCLUDED HEREIN SHALL INCLUDE THE CONSTRUCTION OF A SANITARY SEWER COLLECTION/TRANSMISSION SYSTEM COMPLETE, FUNCTIONAL AND READY FOR OPERATION, SAID SYSTEM SHALL BE IN FULL ACCORDANCE WITH THESE DRAWINGS AND SPECIFICATIONS, MATERIAL SUPPLIER S RECOMMENDATIONS AND SPECIFICATIONS, AND OTHER GOVERNING AGENCIES AND BODIES HAVING' z IV*- JURISDICTION IN THIS ARE _FURNISH°ALL`LARbR, MATERIALS,'AND EQUIPMENT AND PERFORM ALL OPERATIONS REQUIRED TO COMPLETE THE CONSTRUCTION OF A WATER DISTRIBUTION SYSTEM AND TRANSMISSION MAIN AS SHOWN ON THE PLANS, SPECIFIED HEREIN, OR BOTH, 9, IT IS THE INTENT TO PROVIDE A COMPLETE AND OPERATING FACILITY IN ACCORDANCE WITH THESE SPECIFICATIONS AND THE ENGINEERING DRAWINGS, MATERIAL AND EQUIPMENT SHOWN OR SPECIFIED SHALL NOT BE TAKEN TO EXCLU ANY OTHER INCIDENTALS NECESSARY TO COMPLETE THE WOR •• •E... L/\Vl lllll lvi• ,.:.v v, .v, "I •ter , - T ALL PIPE TRENCHES SHALL BE EXCAVATED TO THE PROPER SECTION TO POLYVINYL CHLORIDE (PVC) PIPE FOR WATERAIN`• FACILITATE PROPER PIPE INSTALLATION AND TO CREATE A SAFE WORKINGi PIPE SHALL BE MADE FROM CLEAN, VIRGIN APPROVED CLASS 12454A PVC COMPOUND CONDITION, PIPE TRENCHES SHALL NOT BE OVER EXCAVATED UNLESS:,' CONFORMING TO ASTM RESIN SPECIFICATION D1784, PIPE SHALL BE SUITABLEF UNSUITABLE BEDDING AND FOUNDATION MATERIAL IS ENCOUNTERED, SHOULD FOR USE AT A MAXIMUM HYDROSTATIC. WORKING PRESSURE OF 160 PSI AT 730 F, a+ UNSUITABLE MATERIAL BE ENCOUNTERED, IT SHALL BE COMPLETELY REMOVED CONFORMING TO STANDARD DIMENSION RATIO (SDR)26, IN ACCORDANCE WITH " FOR THE BOTTOM WIDTH LIMITS OF THE TRENCH AND REPLACED WITH COMPACTED ASTM D2241, PIPE MUST BEAR THE NATIONAL SANITATION FOUNDATION SEAL r' BACKFILL IN ACCORDANCE WITH THE TRENCH DETAIL ALL EXCESS BACKFILL FOR POTABLE WATER PIPE, PIPE IS TO BE MANUFACTURED FOR USE WITH RUBBER „tg,F REMAINS THE PROPERTY OF THE OWNER AND SHALL BE DISPOSED OF ACCORDING COMPRESSION RINGS WITHOUT INCREASE IN SDR AND BE EXTRUDED WITH INTEGRAL X \$ TO HIS INSTRUCTIONS, THICKENED WALL BELLS, LAYING LENGTH BETWEEN COMPRESSION JOINTS IS NOT ` GRAVITY SEWER PIPE TO EXCEED 20 FEET ± I INCH, RUBBER RING GASKETS TO CONSIST OF SYNTHETIC 'urr RUBBER COMPOUND MEETING THE REQUIREMENTS OF ASTM D1869, THE PIPE SHALL w ( ALL SANITARY SEWER GRAVITY PIPE AND FITTINGS SHALL BE RING—TITE PVC BE BLUE AND SHALL BE R_LNG—TITE PRESSURE PIPE BY JOHNS MANVILLE OR GRAVITY SEWER PIPE AND FITTINGS AS MANUFACTURED BY JOHNS—MANVILLE, APPROVED EQUAL" PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF ASTM SPECIFICATION kill D 3034 FOR SDR 35. PIPE SHALL BE COLORED GREEN. PIPE BELL SHALL FITTIN :> ' CONSIST OF AN INTEGRAL WALL SECTION WITH A SOLID CROSS—SECTION RUBBER " > ALL WATER MAIN FITTINGS SHALL BE MECHANICAL JOINT FITTINGS AND SHALL BE RING, FACTORY ASSEMBLED, SECURELY LOCKED IN PLACE TO PREVENT DISPLACE GREY IRON, CLASS 250, ALL FITTINGS SHALL BE MANUFACTURED IN ACCORDANCE MENT DURING ASSEMBLY, MINIMUM PIPE STIFFNESS (F/LY) AT 5% DEFLECTION WITH AWWA SPECIFICATIONS C110-77 AND C111-72, THE FITTINGS SHALL BE SHALL BE 46 PSI FOR ALL SIZES WHEN TESTED IN ACCORDANCE WITH ASTM D 241211 MENT MORTAR LINED IN ACCORDANCE WITH ANSI SPECIFICATION A21-4. THE MINIMUM PIPE WALL THICKNESSES SHALL BEITTINGS SHALL BE USED WITH TRANSITION GASKET PIPE DIAMETER MINIMUM WALL THICKNESS "��F NUFACTURED BY TYLER PIPE OR APPROVED EQUAL, r ti da - // gi 0.125 a �. .n ta // 0.300 0, 240 a. ALVES SHALL BE IRON BODY, BRONZE -VALVES CONFORMING TO yy" 00, DOUBLE DISC, NON nil STEM TYPE, WITH PARALLEL SEATS. WWA ,I / >. =.r= _, .� ,�., •, ..� - 0.36 HEY SHALL HAVE MECHANICAL JOINT ENDS, AND SHALL OPEN LEFT (COU NTERCLOCK FORCE MAIN PIPE ISE) WITH 2—INCH SQUARE OPERATING NUT, THEY SHALL BE AS MANUFACTURE '. ';.,. SANITARY FORCE MAIN PIPE AND FITTINGS SHALL BE IN ACCORDANCE WITH THE Y CLOW OR APPROVED EQUAL.g WATERMAIN SPECIFICATIONS, PVC PIPE FOR SANITARY FORCE MAIN SHALL BE :v V° WHITE IN COLOR, FORCE MAIN SHALL BE TESTED FOR PRESSURE,._AND. EAK GE V�V BOXE "ail ., v ..`L.. .m. .. IN ACCORDANCE WITH THE WATERMAIN SPECIFICATIONS,``" CAST IRON VALVE BOXES SHALL BE PROVIDED FOR ALL VALVES INSTALLED UNDE GROUND, THE BOXES SHALL BE ADJUSTABLE TO FIT THE DEPTH OF EARTH COVE' L1 OVER THE VALVE AND SHALL BE DESIGNED SO AS TO PREVENT THE TRANSMISSIO OF SURFACE LOADS DIRECTLY TO THE VALVE OR PIPING, COVERS SHALL BE a PRECAST REINFORCED CONCRETE MANHOLE SECTIONS SHALL BE CONSTRUCTED IN // ACCORDANCE WITH ASTM C 478 AND THE DETAILS ARE INCLUDED HEREIN THESE MARKED WATER DRAWINGS, TYPE II PORTLAND CEMENT SHALL BE USED IN CONCRETE MIX, FIRE HYDRANTS . CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 4000 PSI, �- FIRE HYDRANTS SHALL BE OF THE COMPRESSIVE TYPE, CONFORMING TO AWWA C502, TONGUE AND GROOVE WALL SECTION JOINTS SHALL BE SEALED WATER TIGHT WITH WITH 6—INCH INLET CONNECTION HAVING MECHANICAL JOINT ENDS, VALVE OPENING A PREFORMED PLASTIC SEALING COMPOUND FOR PIPE JOINTS, SUCH PLASTIC GASKET AT LEAST 5=1/4 INCHES IN DIAMETER, AND SHALL OPEN LEFT (COUNTERCLOCK— HALL BE EQUAL TO RAM AS MANUFACTURED BY K, T, SNYDER CO „ INC „ OF HOUSTON, TEXAS, GASKET SIZE SHALL BE 1 3/4" AND SHALL BE INSTALLED IN = WISE), WITH PENTAGONAL OPERATING NUT (1-1/2 INCHES POINT TO FLAT), 'u- THEY SHALL BE THE IMPROVED TRAFFIC TYPE WITH A BREAKABLE FEATURE AT THE ACCORDANCE WITH THE MANUFACTURERS SPECIFICATIONS. GROUND LINE, THEY SHALL BE SUPPLIED WITH 1 4-1/2" PUMPER NOZZLE AND'%" PVC GRAVITY SEWER PIPE SHALL BE CONNECTED TO THE PRECAST'JMA"NHOLE W�~ex .,, 2 2-1/2" HOSE NOZZLES. FIRE HYDRANTS SHALL BE AS MANUFACTURED BY E COUPLING ADAPTER, " USE OF A JOHNS— .nIYYI,L,E.A-CMAN, 0 _. x EDDY—IOWA DIVISION OF CLOW OR APPROVED EQUAL, *` T , HYDRANTS SHALL HAVE ONE SHOP COAT OF KOPPER uG'PR OR' EQUALS'" :k _, -`" MINIMUM DRY THICKNESS 1,5 MILS AND TWO FINISH SHOP COATS OF - ' ALL CONCRETE WITH THE EXCEPTION OF THAT USED IN THE PRECAST MAN HOLE-'3YS M' GLAMORTEX 501 ENAMEL OR EQUAL, MINIMUM DRY THICKNESS 1.5 MILS,PER STRUCTURES SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 300 - PSI; AND SHALL BE HANDLED, PLACED AND CURED IN ACCORDANCE WITH THE ACI— COAT, COLOR AS PER LOCAL CODE REQUIREMENTS, FIELD TOUCH UP OF THE = SAME TYPE TO BE PROVIDED BY CONTRACTOR WHEN NEEDED, BELOW GROUND 318-7I CODE,LEVEL PORTION OF THE HYDRANTS SHALL HAVE A SHOP COAT OF CORROSION',, `. LAYING OF PIPE RESISTANT PITCH TAR VARNISH, LA - v_. ALL PIPE TO BE INSTALLED IN THE "DRY FROM LOW POINTS UPGRADE WITH SPIGOT r HYDRANTS SHALL BE SET PLUMB AND IN TRUE ALIGNMENT WITH THEI ` CONNECTION PIPES TO THE MAINS, THEY SHALL BE SECURELY BRACED - ENDS POINTING IN THE DIRECTION OF FLOW, A FULL CIRCLE OF LIGHT SHALL BE a -a: t, 0 VISIBLE FROM MANHOLE TO MANHOLE UPON COMPLETION, PIPE SHALL BE KEPT CLEA - �� AGAINST THE END OF THE TRENCH WITH CONCRETE THRUST BLOCKS. BACK AT ALL TIMES, PIPE. CARE AND INSTALLATION SHALL BE IN ACCORDANCE WITH 4_.. FILL SHALL BE CAREFULLY PLACED AND COMPACTED AROUND THE HYDRANTS, yq Va° JOHNS—MANVILLE'S 'RING—TITE PVC GRAVITY SEWER PIPE INSTALLATION GUIDE, CONCRETE: ;'m " ALL CONCRETE FOR THRUST BLOCKS, ENCASEMENTS, PROTECTIVE SLABS AND CANAL INFILTRATION CROSSING SHALL BE READY —MIXED CONCRETE AND SHALL HAVE A MINIMUM 28—DAY THE MAXIMUM ALLOWABLE AMOUNT OF INFILTRATION RATE AS MEASURED BY TEST COMPRESSIVE STRENGTH OF 3000 PSI, SHALL BE 50 GALLONS PER INCH OF PIPE DIAMETER PER MILE PER 24 HOURS, ONLY THAT PIPE LOCATED BENEATH THE WATER TABLE SHALL BE INCLUDED IN THE PIPE LAYING AND JOINTING: AXIMUM ALLOWABLE INFILTRATION AMOUNT CALCULATION, (1) GENERAL: EACH PIPE AND FITTING SHALL BE CLEANED AND INSPECTED FOR Z a x CORD DRAWINGS CRACKS AND OTHER DEFECTS, DEFECTIVE PORTIONS SHALL BE CUT OFF AT u c W CONTRACTOR SHALL KEEP AND MAINTAIN RECORD DRAWINGS ON THE PROJECT SITE A POINT AT LEAST 12 INCHES BEYOND THE VISIBLE CRACK OR DEFECT, OPEN f ENDS OF ALL INSTALLED PIPING SHALL BE CLOSED BY A WATERTIGHT PLU " X I'a AT ALL TIMES WHICH SHALL BE ANNOTATED BY THE CONTRACTOR DEPICTING ANY -•, WHEN WORK IS NOT IN PROGRESS; EXERCISE CARE TO PREVENT FLOATING,` CHANGES MADE IN THE FIELD WHICH DIFFER FROM THE CONTRACT DRAWINGS, PIPE SHALL BE LAID IN STRAIGHT LINES BETWEEN FITTINGS, RECORD DRAWINGS SHALL INCLUDE, BUT NOT LIMITED T0, ACCURATE SERVICE_ -° LATERAL LOCATIONS AND INVERT AND TOP ELEVATIONS OF MANHOLES, CONTRACTOR'. PIPE SHALL BE INSTALLED TO ALLOW 30" COVER OVER PIPE, UNLESS OTH SHALL SUBMIT COMPLETE AND FINAL RECORD DRAWINGS T NO_NE,ER UaPQN GOMPLE- '"_ a WISE NOTED, ,TION qF PROJ-ECT AND PRIOR-TOFINAL- INSPECTION,' PIPE CONFLICTS WITH ANOTHER UTILITY AT 3O'/ COVER, CONTRACTOR SHALL INSTALL MAIN BENEATH THE CONFLICTING UTILITY. THRUST BLOCKS:V004 i M. " .,, - }. , _. BRACED WITH CONCRETE D LUGS SHALL BE THOROUGHLY HYDRANTS AN P L FITTINGS, HY RA THRUST BLOCKS PLACED BETWEEN THE FITTINGS AND THE SIDE OF THE TRENCH ACCORDING TO THE DETAILS SHOWN, FITTINGS SHALL NOT BE ENCASED IN CON— CRETE, NO THRUST BLOCKS SHALL BE COVERED BY BACKFILL UNTIL THEY HAVE BEEN INSPECTED AND APPROVED, SIZE OF THRUST BLOCKS SHALL BE AS SHOWN ON THE SCHEDULE ON THE DETAIL SHEET OR LARGER. VALVES: GATE VALVES SHALL BECAREFULLYINSPECTED, OPENED WIDE, AND THEN TIGHT , CLOSED, AND ALL THE VARIOUS NUTS AND BOLTS THEREON SHALL BE TESTED FO TIGHTNESS, SPECIAL CARE SHALL BE TAKEN TO PREVENT JOINT MATERIALS, STONES OR OTHER SUBSTANCES FROM BECOMING LODGED IN THE VALVE SEAT, GATE VALVES, UNLESS SHOWN OTHERWISE, SHALL BE SET WITH THEIR STEMS VERTICALLY` ABOVE THE CENTER LINE OF THE PIPE, ANY GATE VALVE THAT DOES NOT OPERATE' CORRECTLY SHALL BE ADJUSTED TO OPERATE PROPERLY OR REMOVED AND REPLACED AT THE CONTRACTOR'S EXPENSEA a h v�h,< W VALVE BOXES. W. .__ VALVE BOXES SHALL BE CAREFULLY CENTERED OVER THE OPERATING NUTS OF TH Y TO BE EASILY FITTED TO THE GATE VALVES SO AS TO PERMIT A VALVE KEY OPERATING UNIT, THE TOPS OF VALVE BOXES SHALL BE SET FLUSH WITH FINISHE GRADE, WITH ALLOWANCE MADE FOR SETTLEMENT OF THE SURROUNDING BACKFILL OR SURFACE, THE VALVE BOX SHALL NOT TRANSMIT SURFACE LOADS DIRECTLY TO EITHER THE PIPE OR VALVE, CARE SHALL BE TAKEN TO PREVENT EARTH AND OTHE5 MATERIAL FROM ENTERING THE VALVE BOXES. ANY VALVE BOX THAT BECOMES OU' OF ALIGNMENT OR IS NOT FLUSH WITH THE FINISHED SURFACE SHALL BE DUG 0 AND ADJUSTED TO FINISH GRADE, AND WHEN REQUIRED, A CONCRETE SUPPORT RINd� 1..�. h L c Ptfh�UlS cL1 .. W,°, YDRANTS SHALL BE SET PLUMB AND IN TRUE ALIGNMENT WITH THEIR CONNECTION �, sr_ PIPES TO THE MAINS, THEY SHALL BE SECURELY BRACED AGAINST THE END OF THE TRENCH WITH CONCRETE THRUST BLOCKS, BACKFILL SHALL BE CAREFULLY.;; PLACED AND COMPACTED AROUND THE HYDRANTS.° `' °*s:`_ 4' r a ysa t ".:: `•fit `ffi¢. a wr-.`' .+z'n,: ,-ry s •:w ,,?a..,.., .. 7wgg _. TESTING (WATER MAIN AND FORCE MAIN):; UNLESS OTHERWISE APPROVED, ALL HYDRANT CONNECTIONS, SERVICE CONNECTIONS TO THE CURB STOP, AND ALL JOINTS IN WATER MAINS AND FORCE MAINS SHALL REMAIN UNCOVERED UNTIL THE PIPES HAVE BEEN FILLED WITH WATER, FLUSHED AT THE HIGHEST VELOCITY OBTAINABLE AND FOR A SUFFICIENT TIME TO,REPL YP- IM8 THE WATER IN THE MAIN UNDER TEST AT LEAST TWICE,'* HYDROSTATIC TESTING SHALL THEN INCLUDE THE FOLLOWING TESTS IN`•*'' FOLLOWING PRIORIT I. PRESSURE TEST — CONTRACTOR TO PROVIDE ALL NECESSARY EQUIPi MENT TO DEVELOP 150 PSI FOR I HR. TO DETERMINE BAD JOINTS,; DEFECTIVE PIPE, ETC, REPLACE ANY DEFECTIVE JOINTS, FITTINGS ETC, AND RETEST - 2. LEAKAGE TEST — CONTRACTOR SHALL PROVIDE "ALL NECESSARY EQUIP-1 MENT TO DEVELOP 100 PSI FOR 4 HOURS, PROVISIONS FOR MEASURE— MENT SHALL ALSO BE PROVIDED, LEAKAGE SHALL NOT EXCEED FOLLOWING AMOUNTS: 3" — 0.31 GPH/1000 FT, MAIN z 4" — 0.40 GPH/1000 FT, MAIN plww 0.60 GPH/1000 FT, MAIN �� 4• ate, - .._ x. �- 5 ,7GPH/I000 MAIN _ N z Sw DISINFECTION (WATER MAIN)- - DISINFECTION OF WATER MAINS SHALL BE IN ACCORDANCE WITH AWWA SPECI -q- FICATIONS C-601, SAMPLING WILL BE PERFORMED BY THE COUNTY HEALTH DEPARTMENT OR DESIGNATED AGENCY, THE CONTRACTOR IS TO NOTIFY THE 3 =' ENGINEER ONE WEEK PRIOR TO THIS, COUNTY HEALTH DEPARTMENT APPROVA•; REQUIRED ,PRIOR TO. ACCEPTANCE OF SYSTEM, „ :._. "�.?g.'fit ._� " agog , . LOCATION OF WATER IVE Nc CONTRACTOR SHALL MAINTAIN 18" VERTICAL CLEARANCE BETWEEN WATER MAIN AND SANITARY SEWER FORCE MAIN AT CROSSINGS AND SHALL LOCATE CENTER OF WATER MAIN LENGTH —OF —PIPE AT CROSSING, IF THIS IS NOT POSSIBLE, CON— TRACTOR SHALL ENCASE THE SEWER (xINE SIX ICH THICK CONCRETE•IO' EACH; SIDE OF CROSSING, WHEN THE WATER MAIN PARALLELS THE SANITARY SEWER FORCE MAIN,' a TRACTOR SHALL MAINTAIN 10' HORIZONTAL CLEAR.ANCE,I`' RECORD DRAWINGS >,, `° .MIA CONTRACTOR SHALL KEEP AND MAINTAIN RECORD DRAWINGS ON THEIF' I AT ALL TIMES WHICH SHALL BE ANNOTATED BY THE CONTRACTOR DEPICTING ANY CHANGES MADE IN THE FIELD WHICH DIFFER FROM THE CONTRACT DRAWINGS,'I RECORD DRAWINGS SHALL INCLUDE, BUT NOT LIMITED TO, ACCURATE SERVICEx* LATERAL LOCATIONS AND INVERT AND TOP ELEVATIONS OF MANHOLES, CONTRACT SHALL SUBMIT COMPLETE AND FINAL RECORD DRAWINGS TO ENGINEER UPON COMPL TION OF PROJECT AND PRIOR TO FINAL INSPECTION. _4 CERTIFICATION e f,y _ =��_ � These construction drawings were prepared under my direct supervise meeting applicable design criteria in 1981. The southerly porti . ,� � (Miramar II) has been constructed and completed as of this date. R, a HUTCHEOtJ EN INEERS By: 71C Kevin McAdams, P. E. F1 Registration No 15032 # _ „ . r s"J nj �^ ,- s Date: June 14 1988 Water & Sanitary Sewer Specifications MIRAMAR II & NORTH SPIT SITE 0 PA PL '0 DRAWN - A w mm AF 49860 c2 ND FLOOR 4.-L. 121-71I 3R12FLR,EL. Z 1-Z" 16T FLR. EL,. oL0,11- A, &t>& A,50ve M.5 L. AT FACE OF BUILDING AT DRIVEWAY SECTION THROUGH CANOPY SCALE: 1": 1'-0" -341-oil NORTH ELEVATION ENTRANCE CANOPY SCALE: 1 /8": 1'-0" SOUTH ELEVATION SIMILAR & REVERSED I I I I I I I I I I I I I I I(�CJI- $11 1 Ins'` FIH15H OF C-ANopr — ----1- -t I--�I= 1------�� r-oi-UMS ToBj� VEfF-F-MINEID 8'f AKCH178G1CTYP 4COLWMc-) Fr- \ \ I I � ENTRANCE CANOPY I GROUND FLOOR PLAN I Rom\ j SCALE: 1/8" :: 1'-0 \ EXP. JOINT IN �I I 1 CANOPY CLC. A I I 1 I I I 2 i H a o -o y N oP 0 O J u � V W6 V W W � o N 2 = o V m M � N N Wry W W Q � K ZO a Zvi N IM _p o� N a C C LL F Z C C: LL WJ J G'3 O rr, U r� v / W 5� f� z Z Q J U1 z O Z U SHEET NUMBER OF1 20 F r`� rxK1r r f +, *; £�v{ �...sx g:# 3 V 1 I 0 f a- ' i ! APT. "C" _ 204-1904,E H4 E APT. "B" 203-1903, PH3 I I'� 1 ETA 131-8 1 I u� II' -oil � li-f3 -4n n � , — I I ST ELEV. I c L D B B Y = - RASH: APT. "A" _ I= I. 2' ❑ h 202-1902, PH2 �L I z O r ri F J' ¢ Ykl 2 *k V F f Y :a.0 ;fix >~ +-��•�a�;S? ,."�. ,�, .a� ,'e. ..�., >�.. «'..` � .�I� �,r �V _31� -- I$�� n ❑- i i � i --JI NEW S `� 6 1 Y 1 • � tl 1 0 1 U 1 r . WEEPS 14'- 61, U \ `©p f J IV f I �A I IiI rep_ , �•' +a.,,^.7x'v Rg�3*x3 ,'�, .}".tr:!c `,.�..'. ,.'��`s^k1.?,^, ,*k;�,'<x"�- C�� i fr y�.�3�...�, �.�' a o -o O y N O P H Vw W a � N_ o Z = _ V o m C w ry N n Q � K Ze W �a N N Im N _ om ►a W -I J O V r� W Z Q J Z O 0 Z_ S U I — SHEET NUMBER A-2 O 1= 20 AF 49860 F PARTIAL GROUND FLOOR PLAN (WE SCALE: 1/4" = 1'-0" • C,TF F.I I Anr)FR-r/7 ST SID E) a ❑ -o 0 O a 0 N N~v V a W N~LL 0 Z= V m M Q W Za t �o No Q O LL F- z D O w O D J W � CID III IU Q z Ji z, O' z U D SHEET NUMBER A-3 OF 20 AF 49860 n 0 PARTIAL GROUND FLOOR PLAN (EAST SIDE) tCALE: 1/4" = 1'-0" nn Q O LL Z D O U _w U J w~ U) O rr C� w Q �o Z Q J U) Z O U) Z U 2 S HEJET NUMAO2 AF 49860 � 3, 7F�,✓ �� '1e i e++� � * �§r � E'�'�` E bh EAST CORRIDOR II �f11I{NIn111n1� 1111M1f111101 lnllW - to WET BAR _ hQrL • d 1 m --- ------ 0 EL A OR` LOCKED STO GE ELEVATOR LOBBY t � t DINING AREA 1 !] ■ a"`� =o T BAR (N -I' DINING AREA - - TRASH RM. ^ I' Cb LIVING ROOM :LIVING ROOM- 33 = 4'- 53141' 9 %4 1' ^� Ofi 0 4�-4` 3s <j n — _ 4" z o" Ilio" I. 9' 9V4' 4' 53A!l 4I `r. 1-01' 4" Let ENTRY I TRY HALL APT. WEST CORRIDOR s \ T I L I 20 I 2a ,� I / 3 / t - l K I U I L I 0 '�i I r -- - 37 w H. 37 30T I , MI u lu c, I Y a'. o I l � °� '— " O � 4 � � w.H. � O KITCHEN - - i' C O � BABATH �J LAV - L i /I BREAKF ST = /� n1 AV v34 1 I 2(0 3 r�3 26 B EA FAST ,a�< L— ---- ---- 23 = p n L ry xCLO ALL HALL -NI - _ / f O CL c! 22 s G21 'tl I ZZ 22 3p O = MASTER BEDROOM i i � _ � � � � , tl o t:1=4 4 5=6 4 3 4 3- 4-O 1-7�5. tf .. "g'_1 i1 t°' af_pf df _2, 4 3, 4f 5LO 4!f 1 4. o� E BEDROOM g 5R002v t �0 MASTER B I _ �'- oil - fo I '-6" 2' � toff OLAV2> BATH DEN/BEDROOM BEDROOM - C (O C1�0 N BEDROOM DEN/. DROOM B TH LAV zm� •s s - w �2 Z7 € - s c 1 S 1 pn r 4i ~ - oaf b" �(o' 7"—�— 4' 3'-0" 3'-0" 4" 11 -0 2 2-4 4 11'- f �n 4.. f_ �1 , s t t'—pli 11 4fl f - �fl r . } PARTIALTYPICALTYPICAL FLOOR PLAN (WEST SIDE) SCALE: 1/4" = V-0" t t r 39 BALCONY ' aK 3'-(0" fD fD ° Z W 3 V Q w c 2 x..i' O V t� t o t1 S, e 0 O a a A� W V to 6 _ � E - o Z= M V m MW � w- N N W W Q m Z` 0 r — —o Q 0 Z D 0 W U J y k m • `�,ft (-SHEET1 NUMBER OF5 20 11 mBEDROOM 54 �� MASTER B�EDROOM 1�- pIl 121- `II BALCONY 38 ■ ,al LIVING ROOM BEDROOM f21-ZI� » Il-oll 25 — — el 411 r4° 3�_4n r4l' U i �� ✓ • I OI� p ypY - ro CLO PTIUNAL WALL POV t I I �� 3� 26 C L o UR 28 x I 25 �p 24 4 I O 13 Al H IV n Ai :" DINING AREA 4° 3 a'4" 6 8 °N BAT 4 EDROOM es JJ � PT. C'j N +II �I III p 4� T A �� AL FLOOR PLAN (EAST SIDE) SCALE: 1441110 1' 0" BALCONY 39 i • 29 DEN/BEDROOM 21 5. > 25 op'rIONAL- WALLiDooR I f i 2s ` ;' LIVING ROOM 22 CLO 27 � .4:v.�1S::ygi BATH E I V tee, ILAVI � I 9 c o O J LL 4 .F�fih.. u'F4?.�.Ax ��P'ea i4k.S.3Wn £r�V ui�FL�,'�• _ « �5: `. r-SHE E T NUMBER A-6 OF 20 1 A v MANI- - 'g, � ; kg I wo kA 10, - 71 Uf'-�, Wr -kl a4m'.- M& iy" "i Q �"Z;,,MMV 1,-1iL "R,- M ueak' ..... vj*� -�T 5 He ...... m MW AM, 1U, I rut" g Z�p Jf- ON ri 2 F, rm A ALUM. HANDRAIL ```'' e ALUM. HANDFAIL ZX2" Po51'S \ � STAIR SECTION 9 SCALE: 3/4" : 1' - 0" MACHINE RM 4 FLOOR ROOF MECH EEL. 167' 19th F EL. 158' 5th `fHRU 18th FLRS EL. 38'-4' OL 4th FLR. EL. 29'-9' Ind FLR. EL. 1 2'-7' 1 st FLR. EL. O'-0' a 4 C SECTION --'STAIR TOWER A SCALE : 1 /4 ": V-0" STAIR TOWER (B) SIMILAR RF-SIL. CAULK' G LnGhT WEIGHT GONG. 2° MIN.,. pq GA ALUMINUM 6 MAX.THIGKNE59 GOLINTEIZ FLA5t11NG RIGID INSULAt1ON *ACCE55ASLOPE I/4"PAR fj.'(oKDDF ROOFING PKAIN5 F— -- SINGLE PLY. ROOF W/FLASNIN& 5TKI P CAN-r STF-IP Diz7fWALL SPRAY FINISH ON &L,& eE FUv-gED W Fugr-IN& %%lip AV? F0ft,- j3AGPc DR�'1,-lALL.. P 5U5PBN0ED CEILIN �:-X-rE}ZIOR WAL 6l; I'LIP- -ED W/ I 5TIZIPS, 4 1/2" FOIL C3YIF CiRYWALL TYPICAL WALL SECTION SCALE : 3/4" : V-0" � I I a o a OP o a V W ►If.t 0 0 'A 12 2 o V m W N N N INS Q z � �a e N � 0 H Lu z �n z 0 U} Z Z c.a ' J_ SHEET NUMBS a OF9 20 �3 A o. pq.. ..R . ..{ . ... • �as� L e - cik.x. .3 F c. z:.. }Y ,z'3+` , i .3,:• y x �}. Ay _, e. �. ,: -hn- '�..... r•* < airs..#... ..,_ . -..P .C*..:_v-f,` N4 k _. b. ,ta ?t«'. '3` '.C" �sm�•Ei� n. _... ....n .,. r..,. 4 -....., :Y' R ' .: f'X. ^"gip... rs -Y " mm .0 rn-' •3 "il:':,: at 4 .R4 i:e 'Y fo,'o,Ta .ry Y. £ Ir. `..."`iP -:r - ,., .. . _ ... >. a. m.v.. r; - - _.. .. v.:, ,,u.- Wit:, s.. s ,o-w• w ; ,� ,. y -= "..�. .., .*M"I ,, .a. - .. _ ,.'?rr 5 -..... t ,a,.. ,..t. _ .. .,. _,.. . - =Fe �t..... Y` _ 'YY# ..., .. .n., .. r'€t +.. 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CONCRETE oKYWALL t'ALTO¢y POILYW•LL P•tNT a'-O` SOCIAL 1LOCA . -'.:-- _.: rJMPST N100up - DixywsLL ph" wT ACOUSTIC FACTO(Ay lo'- o" - 1 : OAw{AT"So C.1AL'oo/A' : ___ Zis.TILi \Vc�O DILY WALL FllbttAT -A0USTIL -._ F4CT0¢-f tQ-0, IEY1T- -.... _. - - - -. - - _ .ODNCR.GTE -- ><xPO4i0 P'.IN-T GomcmarE" _. PAINT ool4ctct i T xONL -- T7 �� CONCLiT! EmposGv - P216114T CONCRCTE -::' V'WIAT Isro"s.a--vjw LT mNCRCTE ICYROfLD I1S�TNEILNOCOij rGNCtiTF- -- lkaTWE1116CC4 l2'-ol ELECTRIC woos. - CORCFAT6 sxPoolm. PWNT -1buCzl:sTE=="-_ 'T'�%INT OlUA&tO 7_4014 CALpV WOOD 024WA1.L- PAI1.1T Dk`f WALL PAs.TORY 101.0" CLISTO" 6,L6. Me IN'fEF'-lo K. pEe trf N LOQ.LIDOL (.GRODUP FLZ) - c_oNC2ETE WOOD DRYWAU. PAINT ACcollyTlC. FAd.TOR`/ K1.lVATDR- LOMly (LaSOUMo VwL.} co Nc(GET£ WOOD Dri`Iw.L.L PAI WT ♦ta JbtiC FAATOQ. / 10'-0" �- e4SAyi L'T WOOF LLVLL CONCACTE -- ExPOS9rp PA1µT CONC¢cTL P1,WT 9-G" /LIlG41. VJA. A'Y-VWCP LEVEL CANCMCT! Axtofco PAINT CONCLCTE PAINT 8-6" - .1.`l/DTaL . It" 9-jr I wa 20am CGNCRETA. FXp OiCO PAINT CONCRiTE PA1µT 4 -0. Pu/AF CONG4CTL "posso 14i Tt1CLMOCOU Cnwc"TIL 1/j TMsttnw IV - coo CAME ROOM VIt+YL VINYL DRYWALL PPIN-T Acou STIG GAOTO tz.T lot -Oil R ❑0 • 0 D.' Q 0 .. o.. P Am ALUM. CHANNEL BY 9GU SUPPLIER 01:11T U U-11z7 XI- UM. A*LIDIW-1641 . _ . HEAD vv ° v E JAMB I i I I / e vn Y 1.1,4" GcPH i . C.a u r1 N hT uu..o FIRETREaTED G11, STIYP5 FIfiE TA, EATEV WooD BUCK SN I C.AtJ Lk, ALUM FOR TP1A4-V- ALU M- -_Aj" kxf G Ldyb Vc P\ PP,A.Ma `_ILT l µ C4F%GOt j- W Cx=C> bA,-Ll a C-A,P,y F-T t, P A• V TX11 .. p - o O Q - SILL SLIDING GLASS DOOR DETAILS CHASE DETAILS A SCALE: 1 1/2'-1'-0' i i plrxt •'L.T to 000¢- i uIQ • T •� i I"' HOLLOW /4CT•.L Fnunl FILL W/ C/ROUT I. DOOR JAMB ►' -4NINE- _ I CEILING FLOOR SPRAY lvs Z4'o.c 1RY WALL %N 1cL T v V"IN G A Q- UlEp-t bGAv u A � GEL_ Sru t�5 IN E 9, TAPE DRY W ALL I Ybl INda7D IµT. Pcx:)�. 1n1noD 2`x4116vTIfrFGNEFN WCN=t::;P T'P,t ►''I 2-5 cix .-vme-t- Aar DS 3 Z4-1 laCi^ � I SIM. 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MIRRoR 2r' Tr21M ) MIRROR 2 TOM r x FcY y, * wig. w s •., s s , F 1'ANEL� r TOILET PAPE2 MOLDER 2' T21 M P-3 !'TT IT 8 , '�rrtaaV TOILET PAETITION 2" T21 M flj MI212OR -Z,—' 2" T21M PLASTIC LAMINATE TOP WAr-KSPLASH, EPGiEs T.P.H. ON DIVIDE2 AWP 2ETU2N' TrPANFL x :h s f ,FE :' Er ,.ap ', , "9n g „t =" :' i;:... . , «v_ssc�'`'^+r.., _K;., » �_` .ka 1, :P. 4 ,.. r. ,4F. : ,-Y X :, tYu:";v,'Ci:: w , �£u'."`;il. J.l" TAi,^. s"':#*,£� °?.4?�,8,wFy,'E '?,?>t�,T:na$'f,`.5 �a�'•'��'4"b^, �<;; O TILE BAS>� „errF WOO� e e a m ky • TM m Q AF. 49860 � - A r. :+Ero.cS ►1 tisy # 2 i I I u._Y �L 1 MA r Y ,f. 1 1 a ,y 4%- :DIRECTORY (I)6210-7 t . AILS SCALE 3/88= I TEMPF121HP CI -Ass I. . — N-EF METAL SUPPORT BRICTS GET IN METAL -ji CHANNEL 5TAKLDAFZDG B71,4M. imm : MIPRces P-15 P-11 5 E'OUAL PLATE GLASS MIRRMS BTWK. ADJUSTAFBLE SHELF STANDAI2D5 SINK CABINET BEYOND I I I I I • I I , LAWRENGB NO. 0,03 POG-t BRACKET 2" ZIP- BRASS 2Ai L P-12 ,+rs k' d, rt { .... 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'ii$ i 1':: ✓ >t s,�=�` F a:�. „r J t' t ,.. rv' W, .a. l' a� k,. .. S> a , n •h 3 a 0 < Z Q J U) Z 'u`� F a', '�r3 rr a,. S'-",:x F 7-r"*y`�'i `Ftt`. a+.# '" Ifi'ka'<�`a?''",{`�t ° c§-`''�k, "v^t ::n•d ^�a: ^,'¢;.. §>:&.,..".. O TZ SHEET NUMBER A-15 OF 20 AF 99860 /00 I CLOSURE STRIP 3G5.- 3 cLoSpRE `oTRIP 3"GS. c—r-1"G.S. 1 G.6. d II n 1 1 3815 I 13315 13315 ' GWG I 15015 113315 113313� I 13315 I 1 3:5I5, 2430 4Z 30'- 3BB0 GWC OWG GWC lzo4w3l' 6WOIb5p 29361 > m m 0 z w a w I I RAtFIoE 8 16 I 0LB 391 Fbo ai6 GAR I ISB" 3 L1.R i I rJ W. 3G D.W. I36 CAR GAR eIZ 3� SC 5833 Bab Bey [ill s C.S. 21/2'G.S 21/2"C.S. 3"doss STRIP K— 1 K— 2 K— 3 K— 4 K— 5 K— 6 o w w y r , a w 3015I 5815 I 3015I 1 13815 3Oi5i I cwc 33751 I 2A30 CWC a Gk1G 123� cklG 24SO 243o 11230 2436 I I 273o I 2730 430 30 q42TS 243o 4230II it II m 2E�ftiG IiEFfZfG. UC2124 �EFFzIG. 0 N om 3P I RAN/�� 18'12 8-181 121iN(�i= I 6-2'7 �� N i RANEE I I I I Bk2 I ,I R W. I I I IB42 I V '" BIS 621 8'24 1324 S 33 W / a 4' CLOSURE STRIP 3Yc.s. J La w K— 7 K— 8 K— 9 K— 10 K— 11 _ � o 2'_an M V m N N 2 15 Q e 3324 3324 3324 3324 5-524 3324 I I uj Za e sHELVEt)ON ' At��. NARPWAIZE I u MIRRoR-- MIRRoK-g ---- n 00000 I I I I I I S0LiD I I i t 0 w. D. WN. D. W. w. D. pIVIDER t r Q O E O J BAR ELEVATION U— 1 U— 3 U— 2 K— 12 L` z D O w U WJ F— II t II A II _� 0 11 II cc ((v SHEI-F�fOD IGSHELF�IzGp 1��NELP�`RVP I(�yNELP��D 16 �NELE� 2o5NELV l(ohNEl.i' -- I(o SHfLP�Kop Rop SHoe SNELVEh � _ � !vNOE I ( SItELVes _°=9 5ffe�ve5 lid il i N I-- MASTER BEDROOM APT. "A" LAV. CLO. MASTER BR ( EXCLUDED FROM APT. "D" ) LINEN PANTRY LAV. HALL LINEN BEDROOM-2 W IG115HELF�RoO t(o �NELF$Roo n IG°�H�LFQ Ilcl �✓NBLP (•Lop I(o11�H1 Lf 2oRop L IG 2H6LP4 Rao SHELF _ POE) Roo o z Q < U) z B R -3/DEN BED ROOM-2 LINEN PANTRY BR-3/DEN APT. "B" & APT. "D" BEDROOM-2 MASTER BEDROOM APT. C ~ S SHEET NUMBER A-16 OF 20 -21 Mq . ZMa".1k ' \ cULTut2En MIRRv{L M G i MAR13Li I � GULTUKEt� 6ULTUREP MAKFNZ J MARBLE To PS BAAi'�, GRA�� 5 G PAPE(z 8AR t1UL17E� 'KNEE 11 1 \A A nT CM MAT"M 11 &A A PAPER HOLDER w r GuLruizEp MACbL.E v. yx +^,drtSC 2 rCu TUQ.ED MArz6LE / MIRRvR� KNEE -�Pac� II I I U rri"'' u fi a a k Y 1µ wig }°#c` r,r �«i,"''�vw # � � '� 3. " �£ 4rA � � �i �. ✓j MASTER BATHROOM-B 4 sk a ti `4 d 1 t 5 "%irF S Fs b d 5c a r + k > e gb a rv3 u _l §%� e V m Q .., 1„ LL1 yQ O 1- IL �:� o ztz 0 0 Q DC N *S F P x - Q m OL _ Q W d V V Q �_ z V \ �. 3 * » yI iv �N o > i3 kU1i:pll�4 AMgxt- C?,. 1— .7 `r Soc oc > A 5 _ Z f a r SETTING HEIGHT SCHEDUL _ ' { Oil (NO SCALE..' , Y.A '} %s w"}G . � . .,s_.. _ A�� ,a 3.� _ � f�4.,,...'��,� MIRROR J 5 � G I II 3 BATHROOM 2-A n IZOp U /Mil�Ror2 ii BATHROOM 2 C I i ... .., : i�rR:<tq'� r u, r r• " ='3d '1 A `� zY a ,:rr �.3 llu Y Y 3 4 rt h i i tr' ro4. x ar xdv> BATHROOM EL cljLTuF e D MAR.t3L>r 4 BATHROOM 2-B & 1-D � KEGESSEP MED. 6,6,6 PAPEFL HvLDER� S�c� CULTURED MAR-e>L� — M.G. 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S.0' MIN -2' I I 0 �0 ROOF FRAMING PLAN �PILETIFEL.O.o'nMAAtJ —1 SCALE 1 /4'-1'-0' 2.11(0 P.T. TOP t<,IOE 4-x4 0.T P7ALu,,:-iT2-AOE ?--A La P.T. 2x Co P.T. DECK IIJy, I° 5PAC1 Ny 2*IZ P.T. .3010?T-5 WUR.21G.&Qe- A1JC-H02 ® I�j L* 12 P.T. PJEAM b° � C2EA�iOTE P07T f( SECTION SCALE 1/210-1'-o' LVl 2w b P.7. BA( 2.* b P.T. 'SE 2*Z P.T. LE Z*b P.T, LI 2 xIZ P.T. I 2.xz P.T. L-� 10" T2E40S '7�Q" RISERS' IJUM10Et� OF �sTEPS T P7E D67EfLMIfJED ON h1TE- `7TA12S C•' EAST ENO OF WAL14 OIJL`( BENCH DETAIL SCALE 1'-1'-0' Q J d _ 0 r N Q Y O A J m � N v W w- 1� 0 N_ 2 _ _ V> o e in C9 W N N Q W N r �Y N � N• N _o a� < G 0 J IL SHEET NUMBER A0F 9 20 `s s Inf`K CCeT of ♦r m shun �- . ,,„..;: .. .s ._. .e{... �. a .. a R4 �(� �-: i T'e .: � .1-. c .h. ... . -Y ...> .._ .D`. T.F s>-a. .✓. � . t r . _.. ,. n;.,., ,... 3 .....,..., .ce .✓,:: �'" ., .. .,_.. .-e%S.. x... ,...., ,C...,_.. �,. ....,,k"..w, ., -.� ,'..., _ . 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R: �. � r e:Y w`Y - �iW,SE"kka�`dW?': `.t'"s�'.ra..Ye�.'Rti&'3S.r+IIi r<`.455'S? 2 ( + Y9 ±3 4 ,i f g<, r! ff n� + �Y! f � y Y Will�t��<�J� 3= } fi uz � &*Wv IRI 5 "har.f` • ; 'T'^1'^"�"'.: k"5, ;"i�' z'"t'r "- tr�`iJ 4 ' h+` &S, n as+y +" v.^yr; 1717 z ' a"- ,' a .'>3 4s • ,,a,� 5a t v;-. r'>,� ^,i4;.-&,'�. _ .z j5 'c4�xyl r r , x. ... .... TY . �... .._... .. .. � � . • E7 r _o 2, o Typ LAPS � _-% . 'o G - ADO 2 -#4 T. � S. EA SIDE OF bP6. TYPICAL DETAIL ADDED REINF'G AT SLAB OPENINGS NO SCALE COLUMN !) BEYOND 1 *4 CONT� II 14@8oc x 0 Lfl O ' to " II - U 2 x ' 0 -�- to— xq-n x 0 � X I� *4e IG"oc. VERT. (t) 0 FILL ALL CELLS WITH " 21-0 �j cJ_� ?5,000 PS= GROUT I-O" 1- 14-*4 @ Coo'oc x 131-0° W 12-#4c8oc }� 1- 4 x,— #4 C 12 « EACH WAY PST I SECTION A -SS 3/411= 1'- o" — 54 @ 12j1oG. X 91-0° (TOP LAYER IN I -_AI r NY) - 44@ 1ZIIoG EACH WAY aOT. I#4 CONT -� ca I I Iloc x 121 c --_�i N n ` --- ---`� Io(_�4 cc. x 121I o' I LII ADD 9-#Sc Gx BoT.--. Cor.IT. (TYP.) 11-' ILI 44C 1(o'x VERT. (C�) FILL ALL CELLS WITH 3,000 P!sI 6ROUT tll 1 _N 12' COLUMN 3� bEYOND - C'CW CONT ` �- T (TYP•) SECTION B-SS iE 4 EARS @ $ =o q�12" :a N "9 8C-10 Ix l 0'0 -7� OIL I ( O N 0 6 u"r x 22E 12 x8-O 3x9 0 x �c 12'cc x 2O " O II Q Q 0 cp N r 4 cs I "oG - xlI-o- x moo' 11 N cJ 14 e co" x l 2'-C> IOC- 12, N ' ox ilE cpx61-O 4 6ARS VARY LE TH1 f1 n� ioclCox x 1 1u �c-f@6oc.xl I 6- ik 5 quo. ,'� 10@bloc x9-O 1 12e7a.xId- " T 6 3s LP N -0 _0 x v_ v p - � 'Jx71-o� II�Coo xll-o x =�0 o1e?'oc - d' i- x � � x N O'I 7n[4 - x 8°oc xI I O 3 I-ol' �xg"0 I I��cci oc_I xIILO" 0 In � ICo .4 x 12-0"ak 0 u� II Y i O _ O 10454"ac X 12' o - K r �' IO'oc , 11 X 11 3e10 cXll O E' K lil "O C =� _C V G 20-C �- U `1 In - AD ` dJ rN S O --_- p -#5 C G cc, B6T. �Co'o x 27� O" V N vo 8 " -t} : xe l 2 oe LP x v 4 m- 10 n x ,: I N X o ,�NGTH LO T l9 �' ---- 4 BAR - VARL GTHC' 10 oc-7k ° 0 N I -- x4'-o' I X4-o~ K I ofl - N X K 1 I/ f 41 B S VARY LENGTH 4x8-o 3X7- v s 3- x3-o I � 4-0" ipC7'oc � _� I 1 9x3-O _ J =�-� Core7oc. p fi \ 1 I 14C--]' K I I�-o' IV I _ _ _ I ,. NLn K12'-O" 6 N I I �� I( el� 1.gC7oc. $ 3 q'_ m � r I r X I I COx ICo-� I Tt x r.J_� r K IZ'_�II c� �— �i N x * II 1II 70 6"a_ c,"* - sxg-O �ox9} O x f X 17@Co'pc, x 12- 0'44 L -0 W, �----� 3e12ac2X4'o 4clo' x13'o" 5x9'o' L1t0 7-#5O"#T V v BOTTOM 13_e'.I "cc x l - 2Y 23-0 Q' 6 x III@ oc 251 O" x x x I�c13 7'oc x25'O - x T x 17 @ Co oc 0'• 'O v,. o., 4 Y x 12 -O' x I - o L =r N =N =r 0 f =� o I C Pj'oc a N v l N X y4} I �n 1 ,I V V �ox9-O 7x9-O -jAb-O ® 7x 8'O 7x9-0= �0 ><9�0" 3X loin U) i O �_r _� x LI r � LX Q7e 8oc n In -6 x „r xI \ cz Y&e7 x " 0 --f -- —� 70t ai 2-#4 5ARs InRs TYPICAL FLOOR REINFORCING PLAN I/e"=1'-o" SEE DWG. S-4 FOR DIMENSIONS AND BEAMS. TYPICAL FLOOR SLAB NOTES ALL INTERIOR FLOOR SLABS ARE 7" THICK. EXTERIOR SLABS STEP DOWN 1" AT EXTERIOR WALLS TO BECOME 6" THICK. TOP OF EXTERIOR SLABS THEN PITCH 2'"TO BECOME 51" THICK AT THE PERIMETER OF THE BUILDING. ALL BARS SHOWN ON PLAN ARE #4 TOP BARS UNLESS OTHERWISE NOTED. ALL SLAB BOTTOM BARS ARE #4 @ 12"Oc EACH WAY UNLESS OTHERWISE NOTED. OUTER LAYER TOP AND BOTTOM BARS SHALL RUN IN THE EAST -WEST DIRECTION UNLESS OTHERWISE NOTED THUS * ON THE PLAN, SPACED TOP BARS SH014N AT COLUMNS SHALL BE CENTERED BOTH WAYS ON COLUMN CENTERLINES EXCEPT WHERE OTHERWISE NOTED. 1-#4 TO 1;�>. CONT (7'01) LAP WITI-I 2' O' SPLICE - SEE SECTIONS A$13 -MCGUNCHY & PUNDT CONSULTING ENGINEERS d (/ 5901 SW 74TH STREET • SOUTH MIAMI. FLORIDA, 33743 F a � H - o O P o v � v d Lu � O V J m W M � N N W W Q -- m Z, Z a a N � to -o o n n SHEET NUMBER S f)OF 13 j 11 ll-MN F"I"J i�,� -- �4,, I go -All S3" Il t, YW 44-"as m Ot 'HUM "al , ",-?- I HZ -�3ff1, � : �� j � , NNI rl LL z :D c .0 a NO N I'M ''W" IF V"T F' FF 45 7 �M,'pc F; FF, 8 04 a wo ad 6 on po I Wz k Ck" t.�i; ASO Wkm��X �R "-,Tl K4 F,&m WAR ii Al M '6 "t-M 0 a AM 4 &A % - : � I - , -;, � - � �-' �, � 0 A Nii 2 7. 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' L P i NORTH i i 1p- GROUND FLOOR PLAN — ELECTRICAL SCALE 1/8' : 1`-0' BUILDING f 2 AUG 2 01988 brabhambcb ;�$32as,� debay,�j�� and associates cores Ang eng t eers 2725 n australjan aee- e west palm beach. "KJO 33407 AF 49860 I Z ORTK N F I hak IN .H Sz , .?k�.¢ C ` y ' r 3 ' 0 v'i4 '"SF y -' ➢f'.''. & . � i .Es za,z. d5"3H r,�r. S.. .� # ! ate' P. ...v, . z..•, f.. -f c �e `.,. W tz: >A� t i x�" e, rsK s L yr. IP-: SAUNA .° DINING ROOM NO fi 'tN ,? �- '� HA, - ROOM, 14 i LIVING ROOM Q�Iy l-,lCj 1J �ly LcHT MASTER BEDROOM UNIT "A" 15 (N. pi )D 18 fN rwn. D► ILY VJLe5-5 (s jorj a) _ _ _. a. ^� 1 ,5� i1 Y - — — �_ _� --t'> a 37bit QI"-3 ©p tv�iI ter✓ 1 (5 N , l E W t-:E I-JP-z(1bJNp1Jf?� (11 N.I�, 24 . r< g 1 -1 c, 3 (14 '( 16 ) F � 2 tNlp i I (t� iq) � .� 1I 15 t5 Hb -25 (2 4 i - Is 1 NHS-1 (.5 14 7) l l �.'i i [ ..�.--........_ .� .. .-_..... ..__.�....v.v._ -�i i.-_. j -- 25 `'��IG-3(W �► lg� L - E 2 2-5 lid 1,1 Ll— pe�ov 00II Ll� 1-41 BEDROOM / DEN BEDROO25 M No>R�Ia FLOOR PL_A,N _ ELECTRICAL WEST) SCALE 1/4° : 1'-0^..__ - ---- BUILDING #2 UNIT "A" MIRROR IMAGE _a O Oo N V Jn � NSW ..tt 7� W w a .. (A � o z V ° m CW h N h W Q n ZQ Fm . p h C'i cc cc Q a cc z Q J a O W 2 U AUG 2 01988 � s brabham bcb sa -s5�c F debay and associates coring engineers 2725 n aural n a erwe 100%;Fli 23 17 BEDROOM i ._.__ f 23 DEK pill { r C.r4 HItJGI �25 25 , i .I .ev i II r t 2 iiif f 2� LIVING ROOM 12.4 Pr. ' t4 1 3 Hoopi ,$,b 1 UTILITY ROOM; E I 11 A � .r 12 �j ii oc. ��r F� 10 o,c./mil �6 I iNI (��'� DI1ltlasll�� A' q KITCHEN 12 I ' 12 DINING ROOM, MASTER BEDROOM 13 19 13 n `T L CFI• r° +N10 16 © © 5,7 I6 19 13 i+ L k 2t i is 1321 \\ 17 17 �K Y i a °t� w1 - tlg Tu MASTER BEDROOM LIVING ROOM c,-wtL i 1� �► L.l�j H C.�II_It1Gl �aIJ / la la 13� i i4 G 17 �L� _ G t - 1 O Al !i © _.. t5 r. { !� 2 II _ f1 G y I t t 04. _ 77 -- _ DINING ROOM f2 �> - -5 7 & Ifa (, --- CA 54Ar � 0. CA 13) I oj J I Z 12 !?sir Yj - i ,jQ 3o A. I - I C/T Yi I.€[[y tv l I Ni"{' �eT) r- i'T`Y R00 / ;= - __ t I Ito KITCMEI 4' _ '�. 10 ) (2of L7 �Ad L-S l; j 'C , - 2 (11 ' HFU 15 ) -0 (lb IHP..I He- -e ; r- ZH' 7 > H4- (a loci 1?)) N9-5 (14�N�t.1 lq) - i H6, - I (I I jPj?J 13) f I-IG -�> (19 TNL;tJ 16) HD -1 (17 I-VJ 1°I ) `-t .-_.. t ! NaRTH FLOOR PLAN _ ELECTRICAL ( EAST SCALE 17i : 1'-Op 17 `? UNIT "B" MIRROR IMAGE > i _ f.. AUG 2 01988 bCb brabha5 255>9 d e b a y 5 and associates consutt'n9 er>gr*xn 2725 n austraiton a erv,,e vest Doum beach, tlonao 33407 a a oc O ,r h Z CU w wt= 0 CC Q cc a Z Q fA Z O N Z x Q h S SHEET NUMBER E-6 OF ,PROTECTION LEG` '" COURSING CONDUCTOR 1/0 CO D ROD 20' r AIR TERMINAL 24" COPPER — ONE—HALF I CONNECTION — APPROVED TYPE 'COLUMN WITH ONE INCH DOWN 14 BONDING CONDUCTOR TNTNG PROTECTION tC DOWN CONDUCTORS ak ABOVE PILE CAPS. DOWN CONDUCTORS SHALL COG} SHALL BE BLOW GRADE IN USE #I/0 CONDUCT C" T TO TA E ABOVE RD(3F 4. '= ON OF ALL COMPONENTS SHALL C~ PROVIDE SYSTEM U/L MASTER LA 5. ALL ROOF CONDUCTORS ARE TO BE SUPPORT FASTENERS ON PARAPETS AND USING PIT fi_ NO COURSING OR DOWN CONDUCTORS ARE T DOWN CONDUCTOR GOES DIR€CTLY TO GROUND. DINATE ALL WORK WITH ROOFER ., H. ff WITH 1/0 DOWN C x. CTOR iTE R� 2 � {P 4 n kC bham AUG. >ay ate$ fri 4 6 8 9 j A :,%s-':. lW x'''� Y y }1 J. a must be rated to Werrupf , short circuita� • GE e (6) a r c ry k ' f Y � n u „ � 4 G- E $ ti P 6 A SKI �■ j p Via$ El�'44'cCFA:1\yea`"".� ELEVATOR MACH t "i i4x i* YI G 3 �N } �1 S 4 AE `-.. s . e ,. _,. r ..� x,S_,. �y� i'- .-. .. _ v "i' Y s;m _ ..,.,.,.� ,�,.. ♦ q� ,. htfx ' Yam. 2 .+ N .�.L. "`fix >e':-: V�d .. .e. ��t, �" :s .e r e.. ek v„I. , 4 r •N .^ <. _ I n 'Yv ra � � �;�` r:� �'. ,._ ��$� n Fy`->��+, �z",p`*�g� >�� 'w z k ��n m-`�•.. f*t, _y_,� 'i 4 ,',fR t L,';'`�a. d ., $ "�` a' k. ��.'r�r` �, 1 .� � � ^a}*; •e N..~++'� ,y _^. y, t c ! v n l , _ � v i k £ e� .Y .. µ4• , ._... .. � S t ,r,�. � c�,?x i:CY S x`� rtY �' �Rr .,nd:::. ` '.Y3^i w"Y(v` t'i;Y d� L de^�,� :t k ry rk ��Y 84 � � 7"3d�,7�a, `'.ten a,''x >�r r " x .# � '-`s`.s,,• w', j:. ' Y.+ .q Y ` x F s 4 R l +T1 Y rv; r � _un ',. �.. �_..0 w2.umu..o ,a, a i4 c:,`+�e' % r.-G:`�s, •k a >,�..a'> ,.'u'+�'Z.,, .ti `t �r_. '. $011 west palm beach, flaida 33407 e ^ �vv Yd�vSLLJ • 4zm 11 SHEET NUMBER Ry �m s of Fia� r, % � x2 W 45a1�L ... • _,: .w °� s. �.,��'" sue, sue. e s-= `"-"��3 �+ s. pp —_ 40 ` $ 2.i 7.Z 2.3 7.4 2.5 Coff R:.0 a 1 5 x . r D t1G � F?;V" 171 t o •Al PUMP--) pUMp� r Y f I I. YsL r FILE Y fC m — 3 Q W t lbx:: ik ;r sy a .h ' 'si`• r s ,t,:,n $" F ry r f ' c r :`�a Ys v .F '�itn R P9 .. I""y,? a at v '` •r 2 t,. z*t ,,. + 00 ._ro} �r W .,� x. ..: �¢a Y � ra .K,�`t .§�' �., y✓ f ;"'x .. c ,� .c. . ,ws s FLOORS 6,9,12,15 & 18 BOORS 49598911914, & 17 !? Odf z ` IE�,6-rvo c5 lu DIp&'411oF r ,�- x504 r ," 0, RD. FL( �. Fes, + ONLY � N z� NW , � W WE ili f" u 2NDh FLOOR ONLY N ELECTRICAL_, TELEPHONE & TV ROOM DETAILS SCALE 1/4' : 1'-0"__._m__.__.�.._, BUILDING -*2 1 , i LEE T� C AM- i r LEP'HONE SYSTEM MISER 0 .m m 0 j W 3 Y Q W K = O V 1\ i i W W W Q W 0 O( �o m� {�M NW M u ~ V V W Lu a �7 M t t . Ira "WO _77 t �Xk Nt 7 91 �Mllt PANELBOARD SCHEDULE EMA BUS AMPS CIRCUIT BREAKER BUS AMPS A B C LOAD amps/poles amps/poles LOAD A B C B U S 8 Ltg F.lec Rm 20/1 1 A 2 20/1 Ltg 11 18 Ltg corr/ 20/1 3 B 4 20/1 Ltg 1-5 7 stairwell (1-4), 6 Ltg elev pit 20/1 5 C 6 20/1 Sump pump 7 8 Rec ofc/mail 20/1 7 A 8 20/2 Fire alarm 10 3 Recept elec 20/1 9 B 10 ---- 10 pump rooms 7 Exit lights 20/1 11 C 12 150/3 Pnl EMB/EMC/EMD 80 120 Elevator-1 175/3 13 A 14 ---- 58 120 ---- 15 B 16 ---- 55 120 ---- 17 C 18 60/3 Dom pump 33 2 EF-S elec rm 20/1 19 A 20 ---- 33 Spare 20/1 21 B 22 ---- 33 7 Fuel pump 20/1 23 C 24 60/3 Dom pump 33 20 Elev cont/cab Its 20/1 25 A 26 ---- 33 20 ---- 27 B 28 ---- 33 6 Recept tele 20/1 29 C 30 20/1 Battery chrgr 2 5 Supply fan-1 2.0/3 31 A 32 40/3 Panel G 12 5 ---- 33 B 34 ---- 8 5 ---- 35 C 36 ---- 12 4 Ltg corr 20/1 37 A 38 175/3 Elevator-2 120 39 B 40 ---- 120 41 C 42 ---- 120 Total Amps: 444 Bus A, 432 Bus B, 438 Bus C Connected KVA: 157.7 Rated voltage: 120;240, 3 phase, 4 wire Panel Capacity: 42 Poles Rated amps of bus: 600 Refer to specs for cabinet mounting, etc. Full neutral. bus Copper Bus Bars Bolt in Breakers Ground Bus Main lug only Hinged Door/Locking Door Handle/Breakers Isc 10,000 AIC, Symmetrical PANELBOARD SCHEDULE HA BUS AMPS CIRCUIT BREAKER BUS AMPS A B C LOAD amps/poles amps/poles LOAD A B C B U S 6 Ltg lobby 20/1 1 A 2 20/1 Ltg stg/exec rm 9 6 Ltg lobby 20/1 3 B 4 20/1 Ltg stg/ tlt rm 5 Spare 20/1 5 C 6 20/1 Rec exec rm 6 9 Recept lobby 20/1 7 A 8 20/1 Recept office 6 5 Rec exer rm 20/1 9 B 10 20/1 Rec tlt rm 5 29 12 Ltg stg 20/1 11 C 12 50/2 Sauna 29 Sauna 50/2 13 A 14 ---- 29 5 29 ---- 15 B 16 20/1 Recept 3 Recept corr 20/1 17 C 18 20/1 Ltg sauna 5 8 Spare 20/1 19 A 20 20/1 Recept kitchen Spare 20/1 21 B 22 20/1 Recept kitchen 5 7 Spare 20/1 23 C 24 20/1 Pump-3 9 Recept (2-4) 20/1 25 A 26 100/3 Pnl HB, HC, HD 1585G 150 Pumps 1-2 200/3 27 B 28 ---- 118 150 ---- 29 31 C A 30 32 ---- 60/3 Pnl OL 20 150 26 A/C lobby ---- 40/2 33 B 34 ---- 14 12 26 48 Cooling Twr ---- 100/3 35 37 C A 36 38 — -- 150/3 Pnl HA1 109 48 ---- 39 B 40 ---- 143 139 48 ---- 41 C 42 ---- Total Amps: 587 Bus A, 597 Bus B, 558 Bus C Connected KVA: 209.04 Rated voltage: 120/208, 3 phase, 4 wire Panel Capacity: 42 Poles Rated amps of bus: 600 Refer to specs for cabinet mounting, etc. Full neutral bus Copper Bus Bars Bolt in Breakers Ground Bus Main lug only Hinged Door/Locking Door Handle/Breakers Isc 10,000 AIC, Symmetrical PANELBOARD SCHEDULE EMB BUS AMPS CIRCUIT BREAKER BUS AMPS A B C LOAD amps/poles amps/poles LOAD A B C B U S 12 Ltg (5-7) corr 20/1 1. A 2 20/1 Ltg strwell (6-10) 7 12 Ltg (8-10) corr 20/1 3 B 4 20/1 Exit Lts (6-10) 5 8 Ltg (5-8) strwell 20/1 5 C 6 20/1 Ltg (2-4) corr. 12 7 A 8 9 B 10 11 C 12 13 A 14 15 B 16 17 C 18 19 A 20 21 B 22 23 C 24 25 A 26 27 B 28 29 C 30 31 A 32 33 B 34 35 C 36 37 A 38 39 B 40 41 C 42 Total Amps: 19 Bus A, 17 Bus B, 20 Bus C Connected KVA: 6.72 Rated voltage: 120/208, 3 phase, 4 wire Panel Capacity: 30 Poles Rated amps of bus: 100 Refer to specs for cabinet mounting, etc. Full neutral bus Copper Bus Bars Bolt in Breakers Ground Bus Main lug only Hinged Door/Locking Door Handle/Breakers Isc 10,000 AIC, Symmetrical PANELBOARD SCHEDULE H E3 BUS AMPS CIRCUIT BREAKER A B C LOAD amps/poles amps/poles B U S 9 Recept (5-7) 20/1 1 A 2 20/1 9 Recept (8-10) 20/1 3 B 4 P01I 5 Ltg stg (6-10) 20/1 5 C 6 7 A 8 9 B 10 11 C 12 BUS AMPS LOAD A B C Ltg trash/ 4 elec rm (2-7) l.0, (f,- Total Amps: 13 Bus A, 9 Bus B, 5 Bus C Connected KVA: 3.24 Rated voltage: 120/208, 3 phase, 4 wire Panel Capacity: 12 Poles Rated amps of bus: 100 Refer to specs for cabinet mounting, etc. Full neutral bus Copper Bus Bars Bolt in Breakers Ground Bus Main lug only Hinged Door/Locking Door Handle/Breakers Isc 10,000 AIC, Symmetrical PANELBOARD SCHEDULE EMC BUS AMPS CIRCUIT BREAKER BUS AMPS A B -C LOAD amps/poles amps/poles LOAD A B C B U S 12 Ltg (11-13) corr 20/1 1 A 2 20/1 Exit It 5 12 Ltg (14-16) corr 20/1 3 B 4 20/1 Ltg strwl (11-15) 7 9 Ltg (17-roof) 20/1 5 C 6 20/1 Ltg strwl (13-16) 8 7 A 8 9 S 10 11 C 12 13 A 14 15 B 16 17 C 18 19 A 20 21 B 22 23 C 24 25 A 26 27 B 28 29 C 30 Total Amps: 17 Bus A, 19 Bus B, 17 Bus C Connected KVA: 6.36 Rated voltage: 120/208, 3 phase, 4 wire Panel Capacity: 30 Poles Rated amps of bus: 100 Refer to specs for cabinet mounting, etc. Full neutral bus Copper Bus Bars Bolt in Breakers Ground Bus Main lug only Hinged Door/Locking Door Handle/Breakers Isc 10,000 AIC, Symmetrical PANELBOARD SCHEDULE: HC BUS AMPS CIRCUIT BREAKER BUS AMPS A BC LOAD amps/poles amps/poles LOAD A B C B U S 9 Rec (11-13) corr 20/1 1 A 2 20/1 Spare 9 Rec (14-16) corr 20/1 3 B 4 20/1 Ltg trash rm/ 4 (8-13) 7 Ltg stg (11-15) 20/1 5 C 6 7 A 8 9 B 10 11 C 12 13 A 14 15 B 16 17 C 16 19 A 20 21 B 22 23 C 24 25 A 26 27 B 28 29 C 30 E Total Amps: 9 Bus A, 13 Bus B, 7 Bus C Connected KVA: 3.48 'Rated voltage: 120/208, 3 phase, 4 wire Panel Capacity: 30 Poles Rated amps of bus: 100 Refer to specs for cabinet mounting, etc. Full neutral bus Copper Bus Bars Bolt in Breakers Ground Bus Main lug only Hinged Door/Locking Door Handle/Breakers Isc 10,000 AIC, Symmetrical PANELBOARD SCHEDULE EMU BUS AMPS CIRCUIT BREAKER BUS AMPS A B C LOAD amps/poles amps/poles LOAD A B C B U 12 Ltg elev 20/1 1 A 2 20/1 Exit Its (16-roof) 5 lobby (17-19) 7 Ltg strwell 20/1 3 B 4 20/1 Ltg boiler rm 6 (17-roof) 9 Ltg strwell 20/1 5 C 6 20/1 Rec boiler rm (16-roof) 3 Supply fan-2 20/3 7 A 8 20/1 Spare 3 ---- 9 B 10 20/3 EF-6 smoke tower 4 3 ---- 11 C 12 20 Boiler 20/1 13 A 14 ---- 4 15 B 16 20/1 Aircraft wrng It 2 17 C 18 19 A 20 21 B 22 23 C 24 25 A 26 27 B 28 29 C 30 Total Amps: 44 Bus A, 22 Bus B, 18 Bus C Connected KVA: 10.08 Rated voltage: 120/208, 3 phase, 4 wire Panel Capacity: 30 Poles Rated amps of bus: 100 Refer to specs for cabinet mounting, etc. Full neutral bus Copper Bus Bars Bolt in Breakers Ground Bus Main lug only Hinged Door/Locking Door Handle/Breakers Isc 10,000 AIC, Symmetrical PANELBOARD SCHEDULE: HD BUS AMPS CIRCUIT BREAKER BUS AMPS A B C LOAD amps/poles amps/poles LOAD A B C B U S 9 Rec (17-19) 20/1 1 A 2 20/1 Spare 5 Ltg stg (16-19) 20/1 3 B 4 20/1 Recept roof 2 4 Ltg trash/ 20/1 5 C 6 20/1 EF-4 6 elec rm (14-19) Spare 20/1 7 A 8 20/1 Spare Spare 20/1 9 B 10 20/1 Spare Spare 20/1 11 C 12 20/1 Spare 31 A/C-6 elev. 40/2 13 A 14 150/3 A/C-5 Rooftop 96 31 ---- 15 B 16 ---- 96 17 C 18 ---- 96 19 A 20 21 B 22 23 C 24 25 A 26 27 B 28 29 C 30 31 A 32 33 B 34 35 C 36 37 A 38 39 B 40 41 C 42 Total Amps: 136 Bus A, 134 Bus B, 106 Bus C Connected KVA: 45.12 Rated voltage: 120/208, 3 phase, 4 wire Panel Capacity: Poles Rated amps of bus: 225 Refer to specs for cabinet mounting, etc. Full neutral bus Copper Bus Bars Bolt in Breakers Ground Bus Main lug only Hinged Door/Locking Door Handle/Breakers Isc 10,000 AIC, symmetrical AUG 2 0 1988 rabham,; ELECTRICAL SCHEDULES 0(la debay and associates ��'v`L`" consulting engineers 2725 n. ousnahan eve�ue west palm beach. Florida 33407 nn \ N CO 0 Oa 0 W r v f 7� W w O L Z= m_ v o J m DIY W N H N Q M Z< W �a e La L -o on r SHEET NUMBER E-12 OF 0. Y ++ /208, 00 f + a ryK'Yt * d � ra • .. 5 m f1 � Zi R11, 21 r, 5 - of � _ • 1 :`e" � +. wl e Rated voltage: 120/208 T-F ` n Ad- �Rated amps of bus: 225 im CIRCUIT ' a mps /pO445m r 1,�h I f x r= fu s _,_ A 200 Bus A, 176 120/208, 1 P bus:, 2U0 LOAD ,A B - i S ' 50/2 1 A 3 B 30/2 5 A 6 31 7 B 8 shet n appl 20/1 20/ - 9 11 A B 10 2( 12 2( bedrm 20/1 13 A 14 2( EF-2 20/1 15 B 16 21 20/1 17 A 18 he 20/1 19 B 20 1 20/1 21 A, 9 20/1 23= all A Total 190 Bus Connected KVA: 43.8 Rated voltage: .120/208,, 3 wire Panel Capacity: 30 Poles Rated amps of bus: 200 efer to specs for cabinet mounting, etc. Full neutral bus _ =Copper Bus Bars Bolt in Breakers Ground Bus = ,� Y� � �`'k` _ ` � i ' •"v is '�a,•s.,� ��^' �� '` ;: Main lug only ON N BUS AMPS CIRCUIT BREAKER A B LOAD amps/po 11 N, /poles LOAD �r ; „ � +r S. `;' ?^ e•^`5 f .h »y p'c *r '��s� •x ... •b .: odd.e ,. e,'$ 22A/C 30/2 5 A 6 30/2 Dryer 22 7 B 8 - 10 Dishwashe s':.^ A 10 2 14 Kitchen Hai` B 12 2 9 Bedra1 14 2 5 Tlt It _, 6 2 18 2 B 20 2 1 A 22 2 23 B 24 25 A 26 27 B 28 29 A 30 rC ;� a rota k., Q W m'?,.-. R a. ''�`rq &t" .,'. 'r, +=;0's t a. ✓ ` c �,. `,'�- :4 3 d' Total Amps: 1 74Bus A, 166 Bus B, Connected KVA: 40.8 Rated voltage: 120/208, 1 phase, 3 wire Panel Capacity: 30 Poles Rated amps of bus: 200 Refer to specs for cabinet mounting, etc. Full neutral bus Copper Bus Bars Bolt in Breakers Ground Bus Main lug only Hi,n9ed Door/Locking Door dandle/Breakers Ise 10,000 AIC, Symmel-risal No R BUS AMPS A 13 24 24 14 7 4 5 12 10 6 WITT ± 'dv'A+p FM( i SYMBO E STANDARD AND DO NOT NECKS AF THESE D S. ry, k - FIXT (D THE STAT OUT - DEVICE PURNIS90D BY MECHANICAL ENT PIXTURA EMERGENC ® TELEVISION ANTENNA SYSTEM WALL OUTLET - UP 1S- OR AS P ENT SAY INVE R OM EACH FIXTURE) ® IV TELEPHONE WALL OR FLOOR " EMT- Ri - SINGLE OUTLET - WALL OUTLET UP 1S- OR, LAMP CHANNEL NOTED .t } INCANDESCENT OR HID FIXTURE - CROSS HATCH INDICATED ENERGENCT �0-31ZJ1 SAFETY. SWITCH (3) NO. POLES, (301, E SIZE, (15) FUS Y CIRCUIT (N.P.) NON -FUSED ®� EXIT SIGN FIXTURE - DIRECTION ARROWS AS INDICATED _ MAGNETIC MOTOR STARTER OR CONT IQ LIGHT PIXT"R$ TYPE DESIGNATION - SEE SCHEDULE AV ELECTRIC MOTOR - SIZE A y� Y TOGGLE 811ITCH - SPSR, - UP 84" OR AS NOTED Q PUSHBUTTON SWITCH($ i+m $2 TOGGLE SWITCH - MT' , - UP 44. OR AS NOTED ® ELECTRIC LIGHTING AND/OR APFLIANCH P'MSLOOAA '', $y TOGGLE SWITCH - 3 WAY. - UP 44. OR A9 NOTED »& ' ELECTRIC EQUIPMENT -DESIGNATED AS SHOWN $4 TOGGLE SWITCH - 4 WAY. - UP 44- OR AS NOTED CONDUIT RUN CONCEALED IN FLOOR, WALL OR CEILING $P TOGGLE SWITCH - W/RED PILOT LIGHT INDICATING SNITCH -OM- - -U- CONDUIT RUN CONCEALED IN FLOOR OR UNDERGROUND UP 44- $n TOGGLE SWITCH - MANUAL ROTOR RATED WITH THERMAL O.L. - CONDUIT RUN EXPOSED PARALLEL TO BUI-LDING LINE GLB SWITCH - MT, - EET OPERATED +11 HOMERUN TO PANEL LINES INDICATE NO. OF CIRCUIT CONDUCTORS SWITCH - W/DINNER CONTROL - UP 440 OR AS NOTED klj3 INDICATES WEATHER PROOF ENCLOSURE OR COVER AS MUIRED SINGLE RECEPTACLi - 120 Y. - UP 12. OR A8 1�TSD Cifi. DENOTES GROUND FAULT INTERRUPTER ' ..-eD SIRGLB RECEPTAC;. ' Y. - UP 12. OR AS NOTED - DEDICATED PHOTO ELECTRIC CELL ' _ DUP S�( r - 120 OR AS NOTED - F1 G. PULL CHAIN , '.- . YTL'4+ HALF SNITCHED - OP 12A OR AS T TIME CLOCK •,,,, � - N .: U" S �i r,W: it I TYPE SHOWN © JUNCTI s 4 E __ (MATCHED ED TO - CEILING JUNCTION 5.,- ` w, f"� HH..� P w TNGLE RECEPTACLE 15A, 120 # ELECTRIC STRIP HEATER -. -�- F - T TEiLE RECEPTACLE 15A, 120 V. - DOOR CHIME (C) DOOR SELL (9) D _ CRT/COMPUTER WALL OR FLOOR OUTLET UP TO IS- OR AS N' , PUAIN W/ODPLEX RECEPTACLE 154, 120 V. yy,DUPLEX RECEPTACLE W/ISOLATED GROUND - 10--0- OR AS NOTED -` wo O.C. 04DICATES OVER COUNTER - COORD4WATELOCATpNWPTY1ICOd1T: 1m •9• m ss u,vsn :. � ELECTRICAL SCHEDULES O —O O Oa 0 U N W^ v VW !� W 6 � N M_ V l m W H h s�st o� Z p a �a N o0 bdob r a b h a m 305-832 5579 debay and associates consuBing engineers 2725 n, australian a.enue west palm beach. fiorido 33407 .J LL } H V W J Jcoo O c cc HHNEW m 4C y � 2 a i U SHEET NUMBER E-13 OF IIIIIIIIIIIitItIhow Sorgs" v IINEON IIIIIIIII.. ...... . I -NMI 1% ..... . IIt.. p! too, WgI 0 IIIIllIIIIItIIIIIIIIIAIIItIonto IIIoot" IL lIllITA Iate- IIIAli IIts iIoy-M, DW I-4,V III16 16": 0,011 I -ills 'OUT IIto, I IIIIIIII1W IIV,,# motto Y", IIIkf, IItto llIII-00 T� At IIIIIIPC OW on 11= AM IllI(ODE jot itIIlIAItIIILa IIIItat Ilsm, 6W IIIIIIIIto! WY et = q nq� 0 WE IIIIVIIIIme IIIIItlit IIiIIIIIIIIIIIIIIII4W IIM,M IIIIIIII? IIIIIltIIIIIIIIIIAso II71 IiIilit tIIIIIIIIIIIIIItIIIIIloot I1 ILI itINag' INA IIIIIIIAIItwo- 0514- y IMEN— IIIt M IIIIIANN; W IAIIIIIIv0pRonv " tot IItj IIsIIIII1 POE IME-65 IIsIOW14 loot 01 P, IIOf IIlllISIM le 0 "N IItItnw-. - "I �' ;, j � Vol IItW01 All A&Tars, IItIIIIiII.... . . WE -I— I ell ..... iIIIV III'vivo IIVMS IIIIdid IIIEE T NUMBER= I ' R, b .'r„r � nt P f z 9 rt { Y_ 4 !' 3:L N MIRAMAR NORTH f -LA V ST. LUCIE COUNTY - 'j STA FLORIDA, CO SH MIRAMAR II & NORTH ST,LUCIECOUNTY FLORIDA SCALE AS NOTED DATE nn p DESIGNED BY P. R. HUTCHEON ENGINEERS FILE &DRAWING NO, DRAWN BY F CHECKED BY �,�, �• CIVIL ENGINEERS & SURVEYORS SHEET 8 BELLE GLADE WEST PALM BEACH C STUART REVISIONS DATE °' = SEAL i r � y Y q. X �•S s t �{ a p.. n1 ' YI is L x � r Y k f � S _ J• � } t F x{ Y *r S 4 77 aT fi ,. f,^ 6s �4 x?gYx � t � 5 5 � } 3 h nN S M Y � n Tx y I+ 3 F R & y, V" 5 t �! x� t "• a F l d t �,T y fiY� ✓+ lktrl�.K,� �s4fi . S t s f2ok ,. r _. ... S :.... rv. _.a _.... ;r.. n .5 < <._ .._ ..: s ...... .; - .: _.._. .. ..' _ _.. 1 sti4.. :s✓•' „p`. _ I F , _.. i.. -; '. n, [+ p • «:. r,.3y.5 s .. - r. �5.:. a n « _:.. l ._ #. ._ ,-> y ...� � ;�"rz t fi 2 L. ,5—.>< C�.'�'}s� 4 Siu #•,k f4 fix# �f�„'^�S V«h. �.. �i' ,ri mot, 1 �G l : �',.1 � � ,a .. .I. se iW"`C{ �. kta,• � j�i k � ,Y' :'i f -iyt � }'}^Y. "«-1771 - �i,2'�i '3'T�P �. f 4 12� FiP� 2° bI'« D�' Ga+JGR�rE cO.vAK o , t� r q �I wl"I - ao, y eop- �w 11rJuou2 II (*,AAY M Fae"osT �0, . ku IF /Q �, �i — 4 I �Ila 6d, YAW Iy U0eP.) jlsRAfE (*M OG-f>1�) AI t xfl;ftD excRts1T-- —1 NV. G! eld•R GOf21l j 419 EDhB(i t0 7i all • ?�6 GNAMF�RBO �/4�, • bRGUT IF 99E/1��( Y b' UP TO V' G;EP S a Jo' DEEP _T_. 12 wER 10 mw �. �T N0: 4 2 i � GIIG oa ' 4° e' • ` • t A 1 4" 1 • • • • • •' 1 I ' I PAVING & DRAINAGE DETAILS MIRAMAR II & NORTH T. LUCIE COUNTY FLORIDA SCALE DATE 9- 1 8I DESIGNED BY •,�.R.I,�. HUTCHEON ENGINEERS FILE &DRAWING NO. DRAWN BY F,'(a r HECKED BY w - - CIVIL ENGINEERS & SURVEYORS SHE WEST PALM BEACH OF r �iYM1t � AS $ l cT„�LDWUFI- w fry 4Y y, YVI 1I i t a z b. i O �8 -wER I STA. ��XiSTI til! o i T STATION STAt, 13+29 (,68� RT� TOP EL• 6.a A N.E INv. EL �L-3�2.4L, M.H. #1 � r 4i4 EL.� 8�r 2.3� r STA,12+18(126 TOPEL. 7.3 Y'�' � `•kV I N V EL F.M. IN CONCRE �4° IRRIGATION 6" RAW WA -TER TARY u a W a 3 gi } RAW WATER MAIN MIRAMAR II & NORTH ST.LUCIE COUNTY SCALE ( " = 4 Q DESIGNED BY HUTCHEON ENGINEERS DRAWN BY ECKED BY D F?, g CIVIL ENGINEERS & SURVEYOIS BELLE GLADE WEST PALM BEACH FLORIDA DATE y - 9 _ 81 FILE & DRAWING NO. S-1-%9.0 J SHEET „ _ t. 3 S k yy� t^it. AF 14858' VARIES EDDY COMPRESSION TYPE FIRE HYDRANT WITH BREAK FLANGE Q CONSTRUCTION BY CLOW OR O APPROVED EQUAL. \� FINISHGRADE ADJUSTABLE cr Z VALVE BOX ILi FIRE HYDRANT TEE ON o MECH. JOINT DESIGNATED WATER MAIN 0 ° PROTECT BOLTS, FLANGES 6 AND DRAIN HOLE CONC. THRUST BLOCK, {`t POUR AGAINST UNDISTURBED \Y E� 6" GATE w a TRENCH BANK, SEE !� ^� VALVE AND o °; o SCHEDULE ^` BOX CONC THRUST 3/4' TIE RODS 2 V2" P.V.C. SCH. 80 CAP W/3/4' OUTLET OR APPROVED EQUAL 3/4" PP.V.C. SCH. 40 II If -I� z_ GATE VALVE PROPOSED FINISHED N GRADE BLOCK, SEE SCHEDULE (TYP 4 PLACES) TYPICAL BACTERIOLOGICAL SAMPLING POINT NOTE: (1) HYDRANTS TO HAVE 1-4 1/2' PUMPER NOZZLE NOT- TO SCALE TYPICAL FIRE HYDRANT ASSEMBLY FACING R/W & 2- 2 1/2" HOSE NOZZLES. NOT TO SCALE (2) ALL FITTINGS TO BE MECHANICAL JOINT WITH RESTRAINING RODS. (3) HYDRANT TO BE INSTALLED PLUMB X TRUE. WATER MAIN ANCHORAGE SYSTEM MINIMUM DIMENSIONS (FEET) PIPE THRUST BLOCKS B; BEARING PADS SIZ E 90" BEND 45° BEND 22 1/20 BEND H I/4°_ BEND PLUG, TEE a ROSS CROSS B D B D B D 8 D B D 13 D 4 1.4 I,0. 5 1,2 0_5 0.8 0.5 0.6 0.5 1,2 0.5 1.2 0,,5 6 2. 0, 5 1.5 0,5 1.1 0.5' 0.8 0.5 11,7 01.5 1.7 0.5 �8 2.6 , 6 ` 2,0 0.5 1.4 0.5 1.0 0.5 2.2 0.8 i 2.2 0.5 3.8 1 2,8 0.8 2.0� 0,5 1,5 0,5 3.2 0 1,1 12 0.9 I 3.2 0.6 14 4.4 1 1.1 2.9 0,9 2.4 ?`.7 0.6 1.7 0,5 3,8 1.3 3.8_ 0,8 th 5.1 1.3 3,I r1,2 0.7 I,9: 0.5 4.3 5 1' 4.3 0.9 GENERAL N_0T_ES I' CONTRAGTOR SHALL BE RESPONSIBLE FOR '.PROPER APPL"ICATIONi OF ANCHORAGE SYSTEM' TO PREVENT MOVEMENT OF PIPE AND FITTINGS. 2. ANCHORAGE SYSTEM IS DESIGNED FOR SOIL WITH A MINIMUM. BEARING CAPACITY`, OF 2000 P.S.I. WHERE THIS; SYSTEM IS INAPPROPRIATE BECAUSE OF BAD SOIL OR OTHER CONDITIONS,' SUBMIT DETAILS OF ALTERNATE SYSTEM TO ENGINEER FOR APPROVAL. 90e BENDS "t im g WYE .IMl1y OG it�EIViN EX/�VAi1GN� U \\\\% }v(l iA` Gt1'( F04= �Llh OIF W A15g I-( 6HA14- 13ft IN �q IN6N I.AYER9 TP THE WTTGM Glr- 6FAqeo AND 4ot.APACTw v AT lw- i IPV % 0 'ME MAXIMUM (AAtiNTv ® P,�4GKFIl-l. AND 6,G; 1PAGT TO AT IiEAGf( 10'/o Jpr- 'fLlr-- MAXIMUM CITY (AAA ITv T-�1�) . ciAl� Gvi�lyll RATIGi l Iaw i�lr elvot t UNVr,-Iz lH5 ✓-IA•UN&NEci * ?N>i AM WI'M NAND 'f4MP5,125 Asp RFl,Gt�tMENC.GD Coy IM PIPE MANUFACTURER, AND GGMPAGT TD AT I�Ag1f -10'/o OF hIF MA*MUM V W911Y (AAC,�H fP T-dig ), ® WITHIN THE FN�1RE WIPTI.1 op ROAv Rlbl lT- OF- WAY6 ANb Aw P'MIaK ARSA WITHIN IP Ffo'r PF F *5-12 PAVEMENT, 91AGKF1�� IN 12 W644 MAXIMUM -A%MgZ i AkJtP GGMPAe-T V Al IWo 4�lro "ME VAXIMUM 95MFITY, 4I. OTHE42 ARC, PAGKFII.V ANv 64MVO)�.6T TO A OOlV tit (Tf AT VEFo:;pT F_ / AI_ '(P ll�* A97,&40W-f ISM, 40149 IANO. rV 4 O� i\�- VALVE BOX V , EXTEND TO TO BULD)NG 4CAP S.C. H. 40 PVC. CURB STOP CORPORATION STOP \-45° MAX , // R DOUBLE STRAP SADDLE //-WATER MAIN -TYPICAL POTABLE WATER SERVICE SMAL! EK 7HAN3" SEE PLANS FOR LOCATION 4 SI Z E 3EYoria tDGE Gr F:`vtMt>.1I - FINISIAED GRAPE CO►4CRETE W ALL CAST IRON AVULISTASLE VALVE BO% (SCREW TYPE) u VAR EE 2" PVC. THREADED CAP METER BOX - 900 BEND 1 / CRUSHED ROC z f 0 GATE VALVE CXT'ENO TD WITHIN 4- 5' OF 6LDG. m TYPICAL POTABLE WATER SERV,` a� e ADDITIONAL BLKG. ` FINISH GRADE LETTERING WATER' OR OTHER A TEE I$ PLUGGE SEE PLAN SHEETS FOR LOCATIONS Z IF {; APPROVED ON COVER NOTE SQ I. UNLESS OTHERWISE REQUIRED, SERVICE LATERALS TEE OR PLUGGED TEE SHA� n Z ,.. AT A DEPTH OF Safi -E 2.. THE END OF EACH SERVICE CONNECTION SHALL I HEATED 5JAKE, OR OTI:=R APPROVED VAFKER „D„ MIN :0 ADJUSTABLE VALVE BOX 3..EACH SERVICE COI-IiJECTION SHALL BE PLUGGED 1VATER TI �.: W.M AN APPROVED PLUG. THRUST BLOCK 0 GATE VALVE (SEE SPECIFICATIONS) SEE ' SCHEDULE fJ GALVANIZED STEEL "EYE �2SET IN THRUST C` BLOCK r r y N /.♦ e PLUG BRNG AREA ' woo D -- TYPICAL GATE V LVE d. VAt€ B8Att T - - BLOCKING �. J, L FORD BII 777- BALL VALV OR APPROVED EQUAL r s.;e THRUST BLOCK:`o�: G BLOW OFF DETAIL NOT TO SCALE SCH. 40 P,V,C. PIPE DOUBLE STRAP SADDLE WATER MAIN MIRAMM" II &"'NORTH ST. LUCIE COUNTY FLORIDA SCALE -- DATE 9 _ 9_81 DESIGNED BY DR. a_ HUTCHEON ENGINEERS FILE &DRAWING NO, 577d-©1 DRAWN BY R.Q.F ECKED BY CIVIL ENGINEERS & SURVEYORS SHEET WEST PALM BEACH C OF It' BELLE GLADE STUART 16 ,, 7 7i_ a LIMI'r� OG'rgr-,WN 691-AVAT16 PRIG p1 ?100 'tJl� �� F� PrELL�J OA IF 'fl¢ENU I 10 At 59 EXGAVA'fE�20 I-( 6141644. vo INGN LAYERS Tp 1141E a9M'M Gr� APELIN, bRA AND GOMPAG'f�D 'f0 Ipo % Or 14� M"X MUM rl`( (AAyk-T,9 © 3AGK�I�I. AND GGMPAGT TO AT LEST oioely Gr- MAXIMUM 11Y (AA�4ITO TSi, PIG bIV5- UNf7E{Z 1NE J�A•UNGFIE�i � 141E FtPE wl'M LAND 'fAM�RS A� er- MMENtrl-D tom( lW-_ tTs MANUFAUfUR�R, © �GKFILL AND GOMW,-r TO AT 1 A�1f °IO% - THE MA*IMUM vr--NyITY (AAc'-ITO ®WITHIN (HE r:wnfZE wvii4 GI% ROAD Rlbµ'1- OF- WAY6 AND ANY PTN*I- ARS,A WITHIN W FEET A'i PAVr%:MI;N-f, INGN MAXIMUM TUE MAXIMUM �NyIT`(. AFL OT44 4 ARP,76�, 6AGKFILL AND GGMPAGT TO A SOIL Get {CITY A'( ��T E�UAI. To �F4E AD1AGEt1T �X1V c,oNDmcN�. R/(i &A4vIN 1�ewK �V� ,6 �P9 GYaMG't�-r MAtJNOLE (.GiIFLINb ENGAc<-, MAIN WHEN WAZER MAIN G!? * UN9Et2 SEWER MAW pie WNr-4I WA'1ER MAIN (, oepr"�, ";z ciEW;IZ MAIN WITH A VER'f IGAV GI D+zAtJGE OF Ib° x ENGALiEMWT 7p roKTEND 10' EAGH WAY of GRo�iW�, 2�iOD Py ►. (MIN.) �orlG•RET� TYf�IGAV f �i�� NG/��MENT OQ,GIL TO FWI4iN 411K&vc (y;it) �EALECJ NAlr,?- TIbH 1 7piNT W�'�RFGRP'f�t7 FI.EXIP� R.A�i'il(i 6'A� (6BE 6ViL1G1l,A'fiG�) MIN, Y.O o/ �4- A q IAI.I G'// GiE�/IGFLi� 10116,2 \/lly SEWER f�m 45p0 (MAX.) b° oswEg ? P FVG bRAVly OEWER PIPE ,V x 40 TEE /WYc-- �til�T i ON (o"Wli bRAvIT`( SEWER PPE Grl r�r1AWAN GiEi�`/IGFh) ❑ SG W6 SA IA ITARY D R a ❑ ❑ ❑ ❑ ❑ D o ❑ ❑ ❑ ❑ ❑ ❑ a D❑D ❑ ❑ o SSEwEP Y Cl a❑o >� DAGJt IRON MANP" ;ZINb ANIp &p4vg vl-TALL 0E AO MANl1FAGTURED Pr( U,�i. FZU 4PAIZY a MAt!(1GAl�TURINb LGr7P. UyF W. 4-10. Tp-tAll We 16bNT kw L2�. MANNOv� �2jNe5, ANb 7n BRICK _ to FIN15H5$ G,gAOE %a (4, � AROUNDDOPENINGALLY -ff4 @ 10" O.0 . E.W. 8„ 3" ASBEST05 CEMENT MANHOLE COUPLING �-� PV. C. GRAVITY SEWER �ke�,AoT &PN6W- MPNHFI-F� SHALLOW MANHOLE w/SLAB -TOP AF f2132 7 E. PLAN- SECTION NO SCALE ALUM. TORSION BAR LOADED HATCH, CABLE HOLDER, LOCKING HASP BY PUMP MANUF. - PADLOCK BY OTHERS 4" VENT TO ATMOSPHERE / PLACE AS REQ'D / / ELEC. CABLE IF LIFT STA. � SUPPORT CO LIQUID LEVEL REGULATOR CABLES - POWER CABLE-7 2"'� SLEEVES FOR CONDUIT � •) CAULK WATER TIGHT AFTER INSTALLATION LIQUID LEVEL REGULATOR (4 REQ'D) ASBESTOS CEMENT MANHOLE COUPLING I i 8" FROM GRAVITY SYSTEM SEE PLAN FOR CORRECT LOCATION 7_5 Lk 1 / ALARM SIGNAL ON 7-_5Li ter, LAG PUMP ON LEAD -PUMP ON BOTH PUMPS OFF a * ACTUAL DIMENSION TO BE BASED UPON PUMP LOCATIONS -- FLANGED 3" F M_ RICATED JUTSIDE =D VALVE PIT -EXTEND TO NEAREST WATER - MAIN AND TAP ACCESS PIT OPENING 1/4" DIAMOND PLATE HINGED AT ONE SIDE. FIT i W/HASP AND PADLOCK CONC. BLOCK VALVE PIT I W/CONC. CAP W/1 #4 NPT CONN.77 W/CAP 'I 6" GRAVEL CONC. FOOTING - -T-I I W/2 #4 8" MIN. (TYP. Las PLPN 8" FfZDM C�IZATVITY OPENING FOR 4" VENT I 1 I 1 M { WETWELL CLEAR OPENING SIZED PER PUMP MANUF. SHOP DWGS. #5 @ 3" O.C. AS SHOWN. 3" CL. ALL AROUND. 2-1/2" BOT. CL. PLAN -TOP NO SCALE 4 =6 MIN. (3 f'H.) Z M 120 V. R 60 A 60 4 6 MIN. (3 PH.) _ DISCHARGE OPENINGS PER PUMP. 1 (�Li1LkAli)R MANUF. SHOP DWGS. MIN. MIN RLCEPT. -- --- 3 ( 60 A. MIN. L. CAP. MECHANICAL INIFRIOCK ONLY W� ONE BREAKER CAN BE CLOSED. I L1J qqqqqq� 15A 1 5l� PUMP CB -I �CB-2 PANEL { 1 nO (11 JRUN Hj-LEVEL O O PUMP GRND. M-1 M-2 �— CONTROLS TERM. p 24 V. SYS-IEM CONT ACTORS H A H U A Q ( (PER MANUF. AND C.B.'S I SPEC.'S) TO SUIT IC ALT. OFF MOIORS LCT] CE-m] "6 SIZE I MINIMUM --- --- 1 -- HI -ALARM P-1 P-2 LAG Oil LEAD ON U PUMPS ALL OFF MOUNT METER ON SIDE OR REAR OF PANEL IN ACCESSIBLE LOCATION FOR READING ELEC, SERVICE ALARM LT. W/POLYCARBONATE LENS (WIT" F.7cTEN5�o N> 4t, REQui2co -m � 3+✓ SEEN ovER PbW��v cpes) —L, M PUMP EMERGENCY GENERATOR RECEPT. CONTROL UNDERGROUND SERVICE 4 #6 3/41' c PAN EL MOUNT PANEL ON "UNI-STRUT" -- - 1 — #3 @ 6" O.C.E.W. HORIZ. PUh"iP AND h10fOR DATA 0 : 2 - - #4 @ 12" O.C.E.W. VERT. RQQ'DR IIANUF: F.6 mI--( ea.s TYPE410DEL : \A14 30 - - - PRECAST CONC. qp �" IrnF II �1N/1P � SNOP p2!>vlINC�S FOR. Li��: Y�Z `� 3 12 MOTOtz Ere itiEERs APPRo. ,� — CONC. FILLET BY TDH; 3 o F 3 o FEtT CONTRACTOR RPM: 3aso %-IS o H P : 3 • VOLTS: 2 oe #4 @ 6" O.C.E.W. PHASE: 3 30 TOP & BOTTOM DIA. HERTZ: (oo coo SECT ION NEE: E1THEz F.E M�� EC s o2 r� :.c-r•�LT,c PuMp SPEG F,Ev /� 3c�E AIL\ CiE AccEPr� D, NO SCALE CAULK FOR MOISTURE PROTECTION 1 #6 IN 1/2" C. PIPE STAND TO GRND. ROD r_U� II �u I( 12 SET PIPE IN CONC. 2-4 #12 WIRE CABLES / 4 FLOAT CABLES 2 #14 MOULDED TO PUMPS IN 2" C CONN., BY LEVEL CONTRACTOR �Z PUMP CONTROL PANEL , 1. PANEL TO BE NSme ix \q GASKETED WEATHER DOOR WITH INTERNAL "DEAD FRONT" SAFETY' DOOR CONTAINING ALL SWITCHES AND INDICATORS. 2. PANEL TO PROVIDE FOLLOWING COMPONENTS: A. PUMP REGULATION LOW LEVEL - BOTH PUMPS OFF 2ND LEVEL - LEAD PUMP ON 3RD LEVEL - LAG PUMP ON 4TH LEVEL - HIGH LEVEL ALARM (RED FLASHING LIGHT AND AUDIBLE ALARM W/SILENCER) B. PUMP SELECTION SWITCHES, HAND -OFF -AUTO. C. GENERATOR RECEPTACLE - RUSSEL & STOLL JRSA 1044 F.R. 100 AMP D. PUMP ALTERNATOR, AUTOMATIC WITH OFF S14ITCH E. ELAPSED TIME -METERS F. PILOT LIGHTS(RUNNING LIGHTS) G. CONVENIENCE OUTLET (c;KOLIN!p fDDLT ) H. ALL WIRING TO BE COLOR CODED I. PUMP REGULATION BY LIQUID LEVEL CONTROL - FLOAT SWITCHES J. LIGHINING ARRESTOR'7& SURGE CAPACITOR L.A..-2 - -VOLT A.C. TO GRND. SQ. "D" J92c--jc CAP. - G.E. 91_18BBB301 3P 0-650 VOLT K. PHASE MONITOR - DIVERSIFIED ELECTRONICS MODEL SLA-230-ASA W/BASE. MONITOR TO SHUT DOWN STATION ON LOW VOLTAGE, PHASE LOSS OR PHASE REVERSAL. L,PDt�-_o -7 - 14 - as IGM C�ENE2dl_ TeEv�S��NS 3-3C) r aNz NO REVISIONS DATE BY ELECTRICAL SCHLMATIC MOTORS UP TO 5 H.P. A CENEPAL F:O'I'IiS 1. l'ump controls shall be 24 volt. 2. Alternator shall incl,ide "oft" =wit-ch i_o allow automatic operation of station without alirrnation of 1ca'd hump. 3. Adjustable tinwrs shall be wired in scrics with off level control to allow unps to run for preset time after braking 71ictinn, 4. l -111de full deadfront. ALL CONCRETE SHALL DEVELOP 3000 P.S.I. IN C('1}:t'FS'ON AFTER 28 DAYS. �. ALL PIPE TO BE CONTINUOUS '1'II7,OLK:H 4I,I.;EVT:S. l- CAULK ALL SLEEVr;S BOTH ENDS. PAIN` I N'I ER'IOR CONCRI T E i- E' WFf,L AND F ? T TIC(; l 7'i'H '71v0 (2) COATS KOPPERS BI IJ,^ AS`1'1 C NO 300-M. PAINT T r'Pl 1 C `I I ON RATE PER MANUFACTURERS PECO°N1LNDATION. SPECIAL VENTILA- TING TECHNIQUES SHALL BE EaPLOVED AS RI;C( 2Sc:NDLD BY PAINT MANUFACTURER. �. PAINT EXPOSED CONCRETE WITH TWO (2) COATS WC)R'IH PAINT COMPANY WATER DI:PART1*;N'I' CREEN PF.R ^ AIVU} AC'PURI ,S RED )t�T:'•E- Mi:NTS . 1D. BACKFILL AROUND PIPE 7,ND S;' ON TO BE AND CONC. FFI,LET AND CONC. r Ill TO BE IN P( AC1E ,,I010 �E- MOVTNG WELL POINTS. II. IF CONC. BASH: IS PRE CAST 'AIPORTION OF RISER, NOTIFY F;NrR. TO VERIFY LIF"1'ING LUG LOCA'1,70NS AND REINF. PRIOR TO PRE- CASTING. 12• ALI REINFORCING STEEL TO BE :IN'I'RRDIEDiATE GRADE A-305-56`I', FYP = 40,000 PSI, AND SHALL BE HANDLED AND PLACED IN ACCORDANCE WITH ACT 318-77. NOTE i. SHOP DWGS. OF ENTIRE INSTALLATION MUST BE APPROVED BY ENGINEER PRIOR TO PLACEMENT OF ORDER. 2. CONTRACTOR TO CONFIRM SERVICE ARRAN(;EMF,N'I'S WITH (•'.P.&L AND LT. CO. BEFORE CONIDMrNCTNG WORK, NOTE: LIFT STATION WAS CONSTRUCTED AND COMPLETED WITH MIRAMAR II. NO WORK IS REQUIRED FOR MIRAMAR NORTH f%nKiC7131 lt` rinAI c 4858 ADWAY GRADIN_Ci,__DRAINAa & EARTHWORK SPECIFICATIONS GENERAL IT IS THE INTENT THAT THE FLORIDA DEPARTMENT OF TRANSPORTATION it STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION/I DATED 1977 BE USED WHERE APPLICABLE FOR VARIOUS WORK, AND THAT WHERE SUCH WORDING THEREIN REFERS TO THE STATE OF FLORIDA AND ITS DEPARTMENT OF TRANSPORTATION AND PERSONNEL, SUCH WORDING IS INTENDED TO BE REPLACED WITH THAT WORDING WHICH WOULD PROVIDE PROPER TERMINOLOGY; THEREBY MAKING SUCH STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION AS THE STANDARD SPECIFICATIONS" FOR THIS PROJECT, IF WITHIN THAT PARTICULAR SECTION ANOTHER SECTION, ARTICLE OR PARA- GRAPH IS REFERRED T0, IT SHALL BE A PART OF THE STANDARD SPECIFICATIONS ALSO. CONTRACTOR SHALL ABIDE BY ALL LOCAL AND STATE LAWS, REGULATIONS, AND BUILDING CODES WHICH HAVE JURISDICTION IN THIS AREA. SCOPE FURNISH ALL LABOR, MATERIALS, AND EQUIPMENT AND PERFORM ALL OPERATIONS REQUIRED TO COMPLETE THE SITE PREPARATION UTILITY AND ROADWAY CON- STRUCTION AS SHOWN ON THE PLANS, SPECIFIED HEREIN, OR BOTH. IT IS THE INTENT TO PROVIDE A COMPLETE AND WORKABLE SITE IN ACCORDANCE WITH THESE SPECIFICATIONS AND THE ENGINEERING DRAWINGS, THE MATERIAL AND EQUIPMENT SHOWN OR SPECIFIED SHALL NOT BE TAKEN TO EXCLUDE ANY t7'th7!R lldCIDENTALS NECESSARY TO COMPLETE THE WORK, STAK I yG CONSTRUCTION STAKING WILL BE PERFORMED BY THE OWNER ON A ONE TIME BASIS. LOSS OF POINTS DUE TO NEGLIGENCE BY THE CONTRACTOR WILL BE REPLACED AT THE CONTRACTORS EXPENSE, CLEARING ALL TREES, BRUSH, STUMPS, ROOTS, GRASSES, WEEDS, RUBBISH AND ALL OTHER OBSTRUCTIONS RESTING ON OR LYING WITHIN 1211 BELOW GRADE SHALL BE COMPLETELY REMOVED FROM THE SITE, EXCEPT VEGETATION DESIGNATED TO REMAIN, ALL WORK SHALL BE IN ACCORDANCE WITH SECTION 110 OF THE STANDARD SPECIFICATIONS, GRADING, EXCAVATION AND EMBANKMENT CONTRACTOR SHALL PERFORM ALL EXCAVATION, FILL, EMBANKMENT AND GRADING TO ACHIEVE THE PROPOSED PLAN GRADES INCLUDING TYPICAL ROAD AN n PARKI;,4G LOT SECTIONS ANb SWALt;S• ` ALL WORK SHALL BE IN ACCORDANCE WITH SECTION 120 OF THE STANDARD SPECIFICATIONS, ALL EXCAVATED MATERIAL SHALL BE USED TO UNIFORMLY RAISE THE LOWER ELEVATIONS OF THE SITE. FILL MATERIAL ALL FILL TO BE CLEAN SANDY MATERIAL FREE OF ROCKS, MUCK AND OTHER DELETERIOUS MATTER, WHERE FILL MATERIAL IS REQUIRED IT SHALL BE PLACED IN LAYERS NOT TO EXCEED 12" IN DEPTH AND COMPACTED TO A DENSITY NOT LESS THAN 100% OF THE MAXIMUM AS DETERMINED BY AASHTO T-99, GEOTEXTILE FABRIC GEOTEXTILE FABRIC SHALL BE IN ACCORDANCE WITH SECTION 985 OF THE STANDARD SPECIFICATIONS, STABILIZING STABILIZED SUBGRADE SHALL BE CONSTRUCTED TO THE FLORIDA BEARING VALUE AS PER PLAN FOR THE DEPTH AND LIMITS SHOWN ON THE PLAN, AND IN ACCORDANCE WITH SECTION 160 OF THE STANDARD SPECIFICATIONS, (TYPE C STABILIZATION), ALL STABILIZED AREAS SHALL BE COM- PACTED TO AT LEAST 98% OF THE MAXIMUM DENSITY AS DETERMINED BY AASHO T-180, ROCK BASE ROCK BASE SHALL BE CONSTRUCTED OF LIMEROCK MATERIAL IN ACCORDANCE m WITH SECTION 911 AND SECTION 200 OF THE STANDARD SPECIFICATIONS. IT SHALL BE CONSTRUCTED TO A MINIMUM THICKNESS OF 6" N BASE SHALL BE COMPACTED TO AT LEAST 98% OF THE MAXIMUM DENSITY AS DETERMINED BY AASHO T-180, BASE SHALL BE APPROVED PRIOR TO PRIME PRIME AND TACK CO_AI PRIME AND TACK COATS FOR THE BASE COURSE SHALL BE IN ACCORDANCE WITH SECTION 300 OF THE STANDARD SPECIFICATIONS, ASPHALTIC CONCRETE SURFACE _COURSE (A,C,S,C.) TYPE S-1, A.C,S,C, SHALL BE CONSTRUCTED TO THE LIMITS SHOWN ON THE PLAN AND IN ACCORDANCE WITH SECTIONS 320, 330 AND 331 OF THE STANDARD SPECIFICATIONS, CONCRETE UNLESS OTHERWISE SPECIFIED OR INDICATED, ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 P.S.I. ALL WORK SHALL COMPLY WITH THE CURRENT EDITION OF THE AMERICAN CONCRETE INSTITUTE (ACI) BUILDING CODE AND THE APPLICABLE BUILDING CODES HAVING JURIS- DICTION IN THE AREA, CULVERT PIPES BITUMINOUS COATED CORRUGATED STEEL PIPE (BCCSP) SHALL BE IN ACCORD- ANCE WITH SECTION 943 OF THE STANDARD SPECIFICATIONS, CORRUGATED ALUMINUM PIPE SHALL BE IN ACCORDANCE WITH SECTION 945 OF THE STANDARD SPECIFICATIONS, PRECAST INLETS ALL STORM INLETS SHALL BE PRECAST REINFORCED CONCRETE IN ACCORDANCE WITH THE DETAILS SHOWN HEREIN THE PROJECT DETAILS, TYPE II PORTLAND CEMENT SHALL BE USED IN THE CONCRETE MIX, CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 4000 P.S.I. LIRAINFIELD ROCK DRAINFIELD ROCK TO BE UTILIZED IN THE STORM DRAINAGE EXFILTRATION TRENCH SHALL BE COURSE AGGREGATE - GRADATION NO. 11 IN ACCORDANCE WITH SECTION 901 OF THE STANDARD SPECIFICATIONS. TEST IING FIELD DENSITY TESTS SHALL BE TAKEN IN ACCORDANCE WITH ST. LUCIE COUNTY REQUIREMENTS OR AS FURTHER DIRECTED BY THE ENGINEER. THE OWNER SHALL PAY FOR ALL PASSING TESTS. ALL FAILING TESTS SHALL BE PAID FOR BY THE CONTRACTOR. RECORD DRAWINGS CONTRACTOR SHALL KEEP AND MAINTAIN RECORD DRAWINGS,ON THE PROJECT SITE AT ALL TIMES WHICH SHALL BE ANNOTATED BY THE CONTRACTOR DEPICT- ING ANY CHANGES MADE IN THE FIELD WHICH DIFFER FROM THE CONTRACT DRAWINGS. RECORD DRAWINGS SHALL INCLUDE, BUT NOT LIMITED TO, INVERT AND TOP ELEVATIONS OF CULVERTS AND INLET STRUCTURES. CONTRACTOR SHALL SUBMIT COMPLETE AND FINAL RECORD DRA{N NGS TO ENGINEER UPON COMPLETION OF PROJECT AND PRIOR TO FINAL INSPECTION. NO REVISIONS D, Paving & Drainage Specifications MIRAMAR II & NORTH ST. LUCIE COUNTY FLORIC Sf OATS — — AUG. 1961 DESIGNED BY C.R.B. HUTCHEON ENGINEERS FILE3_-�.,,N�No DRAWN BY A.L.H. S;-7 770'° i FCKED By D. R.B. CIVIL ENGINEERS &SURVEYORS SHEET /J W_wl - i BELLE GLADE WEST PALM BEACH STUART C I OF 4F 14858 SANITARY SEWER COLLECTION/TRANSMISSION SYSTEM WATER pLSTR1_BUT10N SySTE1� SCOPE WORK INCLUDED HEREIN SHALL INCLUDE THE CONSTRUCTION OF A SANITARY SEWER COLLECTION/TRANSMISSION SYSTEM COMPLETE, FUNCTIONAL AND READY FOR OPERATION. SAID SYSTEM SHALL BE IN FULL ACCORDANCE WITH THESE DRAWINGS AND SPECIFICATIONS, MATERIAL SUPPLIER'S RECOMMENDATIONS AND SPECIFICATIONS, AND OTHER GOVERNING AGENCIES AND BODIES HAVING JURISDICTION IN THIS AREA, EXCAVATION AND BACKFILL ALL PIPE TRENCHES SHALL BE EXCAVATED TO THE PROPER SECTION TO FACILITATE PROPER PIPE INSTALLATION AND TO CREATE A SAFE WORKING CONDITION. PIPE TRENCHES SHALL NOT BE OVER EXCAVATED UNLESS UNSUITABLE BEDDING AND FOUNDATION MATERIAL IS ENCOUNTERED. SHOULD UNSUITABLE MATERIAL BE ENCOUNTERED, IT SHALL BE COMPLETELY REMOVED FOR THE BOTTOM WIDTH LIMITS OF THE TRENCH AND REPLACED WITH COMPACTED BACKFILL IN ACCORDANCE WITH THE "TRENCH DETAIL". ALL EXCESS BACKFILL REMAINS THE PROPERTY OF THE OWNER AND SHALL BE DISPOSED OF ACCORDING TO HIS INSTRUCTIONS. GRAVITY SEWER PIPE ALL SANITARY SEWER GRAVITY PIPE AND FITTINGS SHALL BE RING-TITE PVC GRAVITY SEWER PIPE AND FITTINGS AS MANUFACTURED BY JOHNS-MANVILLE. PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF ASTM SPECIFICATION D 3034 FOR SDR 35. PIPE SHALL BE COLORED GREEN, PIPE BELL SHALL CONSIST OF AN INTEGRAL WALL SECTION WITH A SOLID CROSS-SECTION RUBBER RING, FACTORY ASSEMBLED, SECURELY LOCKED IN PLACE TO PREVENT DISPLACE- MENT DURING ASSEMBLY. MINIMUM PIPE STIFFNESS (F/L Y) AT 5% DEFLECTION SHALL BE 46 PSI FOR ALL SIZES WHEN TESTED IN ACCORDANCE WITH ASTM D 2412, THE MINIMUM PIPE WALL THICKNESSES SHALL BE: PIPE DIAMETER MINIMUM WALL THICKNESS 4" 0,125 6" 0,180 8 0.240 10" 0,300 12" 0,360 MAIN PIP SANITARY FORCE MAIN PIPE AND FITTINGS SHALL BE IN ACCORDANCE WITH THE WATERMAIN SPECIFICATIONS. PVC PIPE FOR SANITARY FORCE MAIN SHALL BE WHITE IN COLOR, FORCE MAIN SHALL BE TESTED FOR PRESSURE AND LEAKAGE IN ACCORDANCE WITH THE WATERMAIN SPECIFICATIONS. MANHOLES PRECAST REINFORCED CONCRETE MANHOLE SECTIONS SHALL BE CONSTRUCTED IN ACCORDANCE WITH ASTM C 478 AND THE DETAILS ARE INCLUDED HEREIN THESE DRAWINGS. TYPE II PORTLAND CEMENT SHALL BE USED IN CONCRETE MIX. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 4000 PSI. TONGUE AND GROOVE WALL SECTION JOINTS SHALL BE SEALED WATER TIGHT WITH A PREFORMED PLASTIC SEALING COMPOUND FOR PIPE JOINTS. SUCH PLASTIC GASKET SHALL BE EQUAL TO RAM-NEK AS MANUFACTURED BY K. T. SNYDER CO., INC., OF HOUSTON, TEXAS, GASKET SIZE SHALL BE 1 3/4" AND SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS, PVC GRAVITY SEWER PIPE SHALL BE CONNECTED TO THE PRECAST MANHOLE WITH THE USE OF A JOHNS-MANVILLE A-C MANHOLE COUPLING ADAPTER, CONCRETE ALL CONCRETE WITH THE EXCEPTION OF THAT USED IN THE PRECAST MANHOLE STRUCTURES SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI; AND SHALL BE HANDLED, PLACED AND CURED IN ACCORDANCE WITH THE ACI- 318-71 CODE. ALL PIPE TO BE INSTALLED IN THE DRY FROM LOW POINTS UPGRADE WITH SPIGOT ENDS POINTING IN THE DIRECTION OF FLOW. A FULL CIRCLE OF LIGHT SHALL BE VISIBLE FROM MANHOLE TO MANHOLE UPON COMPLETION, PIPE SHALL BE KEPT CLEAN AT ALL TIMES, PIPE.CARE AND INSTALLATION SHALL BE IN ACCORDANCE WITH JOHNS-MANVILLEIS "RING-TITE PVC GRAVITY SEWER PIPE INSTALLATION GUIDE". 11191=112.1v 1 THE MAXIMUM ALLOWABLE AMOUNT OF INFILTRATION RATE AS MEASURED BY TEST SHALL BE 50 GALLONS PER INCH OF PIPE DIAMETER PER MILE PER 24 HOURS, ONLY THAT PIPE LOCATED BENEATH THE WATER TABLE SHALL BE INCLUDED IN THE MAXIMUM ALLOWABLE INFILTRATION AMOUNT CALCULATION. RECORD DRAWINGS CONTRACTOR SHALL KEEP AND MAINTAIN RECORD DRAWINGS ON THE PROJECT SITE n AT ALL TIMES WHICH SHALL BE ANNOTATED BY THE CONTRACTOR DEPICTING ANY v~, CHANGES MADE IN THE FIELD WHICH DIFFER FROM THE CONTRACT DRAWINGS, W 3 RECORD DRAWINGS SHALL INCLUDE, BUT NOT LIMITED TO, ACCURATE SERVICE F LATERAL LOCATIONS AND INVERT AND TOP ELEVATIONS OF MANHOLES, CONTRACTOR SHALL SUBMIT COMPLETE AND FINAL RECORD DRAWINGS TO ENGINEER UPON COMPLE- w TION OF PROJECT AND PRIOR TO FINAL INSPECTION. SCOPE FURNISH ALL LABOR, MATERIALS, AND EQUIPMENT AND PERFORM ALL OPERATIONS REQUIRED TO COMPLETE THE CONSTRUCTION OF A WATER DISTRIBUTION SYSTEM AND TRANSMISSION MAIN AS SHOWN ON THE PLANS, SPECIFIED HEREIN, OR BOTH, IT IS THE INTENT TO PROVIDE A COMPLETE AND OPERATING FACILITY IN ACCORDANCE WITH THESE SPECIFICATIONS AND THE ENGINEERING DRAWINGS. THE MATERIAL AND EQUIPMENT SHOWN OR SPECIFIED SHALL NOT BE TAKEN TO EXCLUDE ANY OTHER INCIDENTALS NECESSARY TO COMPLETE THE WORK, POLYVINYL CHLORIDE (PVC) PIPE FOR WATER MAINS: PIPE SHALL BE MADE FROM CLEAN, VIRGIN APPROVED CLASS 12454A PVC COMPOUND CONFORMING TO ASTM RESIN SPECIFICATION D1784. PIPE SHALL BE SUITABLE FOR USE AT A MAXIMUM HYDROSTATIC, WORKING PRESSURE OF 160 PSI AT 730 F, CONFORMING TO STANDARD DIMENSION RATIO (SDR)26, IN ACCORDANCE WITH ASTM D2241, PIPE MUST BEAR THE NATIONAL SANITATION FOUNDATION SEAL FOR POTABLE WATER PIPE. PIPE IS TO BE MANUFACTURED FOR USE WITH RUBBER COMPRESSION RINGS WITHOUT INCREASE IN SDR AND BE EXTRUDED WITH INTEGRAL THICKENED WALL BELLS. LAYING LENGTH BETWEEN COMPRESSION JOINTS IS NOT TO EXCEED 20 FEET ± 1 INCH. RUBBER RING GASKETS TO CONSIST OF SYNTHETIC RUBBER COMPOUND MEETING THE REQUIREMENTS OF ASTM D1869. THE PIPE SHALL BE BLUE AND SHALL BE RING-TITE PRESSURE PIPE BY JOHNS-MANVILLE OR APPROVED EQUAL. FITTINGS ALL WATER MAIN FITTINGS SHALL BE MECHANICAL JOINT FITTINGS AND SHALL BE GREY IRON, CLASS 250, ALL FITTINGS SHALL BE MANUFACTURED IN ACCORDANCE WITH AWWA SPECIFICATIONS C110-77 AND C111-72. THE FITTINGS SHALL BE CEMENT MORTAR LINED IN ACCORDANCE WITH ANSI SPECIFICATION A21-4. FITTINGS SHALL BE USED WITH TRANSITION GASKETS. FITTINGS SHALL BE AS MANUFACTURED BY TYLER PIPE OR APPROVED EQUAL, VALVE: VALVES SHALL BE IRON BODY, BRONZE MOUNTED GATE VALVES CONFORMING TO AWWA C500, DOUBLE DISC, NON -RISING STEM TYPE, WITH PARALLEL SEATS. THEY SHALL HAVE MECHANICAL JOINT ENDS, AND SHALL OPEN LEFT (COUNTERCLOCK- WISE) WITH 2-INCH SQUARE OPERATING NUT, THEY SHALL BE AS MANUFACTURED BY CLOW OR APPROVED EQUAL. VALVE BOXES CAST IRON VALVE BOXES SHALL BE PROVIDED FOR ALL VALVES INSTALLED UNDER- GROUND. THE BOXES SHALL BE ADJUSTABLE TO FIT THE DEPTH OF EARTH COVER OVER THE VALVE AND SHALL BE DESIGNED SO AS TO PREVENT THE TRANSMISSION OF SURFACE LOADS DIRECTLY TO THE VALVE OR PIPING. COVERS SHALL BE MARKED "WATER". FIRE HYDRANTS: FIRE HYDRANTS SHALL BE OF THE COMPRESSIVE TYPE, CONFORMING TO AWWA C502, WITH 6-INCH INLET CONNECTION HAVING MECHANICAL JOINT ENDS, VALVE OPENING AT LEAST 5-1/4 INCHES IN DIAMETER, AND SHALL OPEN LEFT (COUNTERCLOCK- WISE), WITH PENTAGONAL OPERATING NUT (1-112 INCHES POINT TO FLAT). THEY SHALL BE THE IMPROVED TRAFFIC TYPE WITH A BREAKABLE FEATURE AT THE GROUND LINE. THEY SHALL BE SUPPLIED WITH 1 4-1/2" PUMPER NOZZLE AND 2 2-1/2" HOSE NOZZLES, FIRE HYDRANTS SHALL BE AS MANUFACTURED BY EDDY-IOWA DIVISION OF CLOW OR APPROVED EQUAL. (1) HYDRANTS SHALL HAVE ONE SHOP COAT OF KOPPERS PUG PRIMER OR EQUAL, MINIMUM DRY THICKNESS 1.5 MIL6 AND TWO FINISH SHOP COATS OF GLAMORTEX 501 ENAMEL OR EQUAL, MINIMUM DRY THICKNESS 1.5 NNU,5,PER COAT, COLOR AS PER LOCAL CODE REQUIREMENTS, FIELD TOUCH UP OF THE SAME TYPE TO BE PROVIDED BY CONTRACTOR WHEN NEEDED, BELOW GROUND LEVEL PORTION OF THE HYDRANTS SHALL HAVE A SHOP COAT OF CORROSION RESISTANT PITCH TAR VARNISH, (2) HYDRANTS SHALL BE SET PLUMB AND IN TRUE ALIGNMENT WITH THEIR CONNECTION PIPES TO THE MAINS. THEY SHALL BE SECURELY BRACED AGAINST THE END OF THE TRENCH WITH CONCRETE THRUST BLOCKS, BACK - FILL SHALL BE CAREFULLY PLACED AND COMPACTED AROUND THE HYDRANTS. CONCRETE: ALL CONCRETE FOR THRUST BLOCKS, ENCASEMENTS, PROTECTIVE SLABS AND CANAL CROSSING SHALL BE READY -MIXED CONCRETE AND SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 3000 PSI. PIPE LAYING AND JOINTING: (1) GENERAL: EACH PIPE AND FITTING SHALL BE CLEANED AND INSPECTED FOR CRACKS AND OTHER DEFECTS. DEFECTIVE PORTIONS SHALL BE CUT OFF AT A POINT AT LEAST 12 INCHES BEYOND THE VISIBLE CRACK OR DEFECT, OPEN ENDS OF ALL INSTALLED PIPING SHALL BE CLOSED BY A WATERTIGHT PLUG WHEN WORK IS NOT IN PROGRESS; EXERCISE CARE TO PREVENT FLOATING. PIPE SHALL BE LAID IN STRAIGHT LINES BETWEEN FITTINGS, (2) PIPE SHALL BE INSTALLED TO ALLOW 30" COVER OVER PIPE, UNLESS OTHER- WISE NOTED. (3) IF PIPE CONFLICTS WITH ANOTHER UTILITY AT 30" COVER, CONTRACTOR SHALL INSTALL MAIN BENEATH THE CONFLICTING UTILITY, THRUST BLOCKS: ALL FITTINGS, HYDRANTS AND PLUGS SHALL BE THOROUGHLY BRACED WITH CONCRETE THRUST BLOCKS PLACED BETWEEN THE FITTINGS AND THE SIDE OF THE TRENCH ACCORDING TO THE DETAILS SHOWN. FITTINGS SHALL NOT BE ENCASED IN CON- CRETE, NO THRUST BLOCKS SHALL BE COVERED BY BACKFILL UNTIL THEY HAVE BEEN INSPECTED AND APPROVED. SIZE OF THRUST BLOCKS SHALL BE AS SHOWN ON THE SCHEDULE ON THE DETAIL SHEET OR LARGER, VALVES GATE VALVES SHALL BE CAREFULLY INSPECTED, OPENED WIDE, AND THEN TIGHTLY CLOSED, AND ALL THE VARIOUS NUTS AND BOLTS THEREON SHALL BE TESTED FOR TIGHTNESS. SPECIAL CARE SHALL BE TAKEN TO PREVENT JOINT MATERIALS, STONES OR OTHER SUBSTANCES FROM BECOMING LODGED IN THE VALVE SEAT, GATE VALVES, UNLESS SHOWN OTHERWISE, SHALL BE SET WITH THEIR STEMS VERTICALLY ABOVE THE CENTER LINE OF THE PIPE. ANY GATE VALVE THAT DOES NOT OPERATE CORRECTLY SHALL BE ADJUSTED TO OPERATE PROPERLY OR REMOVED AND REPLACED AT THE CONTRACTOR'S EXPENSE, VALVE BOXES VALVE BOXES SHALL BE CAREFULLY CENTERED OVER THE OPERATING NUTS OF THE GATE VALVES SO AS TO PERMIT A VALVE KEY TO BE EASILY FITTED TO THE OPERATING UNIT. THE TOPS OF VALVE BOXES SHALL BE SET FLUSH WITH FINISHED GRADE, WITH ALLOWANCE MADE FOR SETTLEMENT OF THE SURROUNDING BACKFILL OR SURFACE. THE VALVE BOX SHALL NOT TRANSMIT SURFACE LOADS DIRECTLY TO EITHER THE PIPE OR VALVE. CARE SHALL BE TAKEN TO PREVENT EARTH AND OTHER MATERIAL FROM ENTERING THE VALVE BOXES, ANY VALVE BOX THAT BECOMES OUT OF ALIGNMENT OR IS NOT FLUSH WITH THE FINISHED SURFACE SHALL BE DUG OUT AND ADJUSTED TO FINISH GRADE, AND WHEN REQUIRED, A CONCRETE SUPPORT RING SHALL BE PROVIDED. HYDRANTS: HYDRANTS SHALL BE SET PLUMB AND IN TRUE ALIGNMENT WITH THEIR CONNECTION PIPES TO THE MAINS. THEY SHALL BE SECURELY BRACED AGAINST THE END OF THE TRENCH WITH CONCRETE THRUST BLOCKS, BACKFILL SHALL BE CAREFULLY PLACED AND COMPACTED AROUND THE HYDRANTS. TESTING (WATER MAIN AND FORCE M UNLESS OTHERWISE APPROVED, ALL HYDRANT CONNECTIONS, SERVICE CONNECTIONS TO THE CURB STOP, AND ALL JOINTS IN WATER MAINS AND FORCE MAINS SHALL REMAIN UNCOVERED UNTIL THE PIPES HAVE BEEN FILLED WITH WATER, FLUSHED AT THE HIGHEST VELOCITY OBTAINABLE AND FOR A SUFFICIENT TIME TO REPLACE THE WATER IN THE MAIN UNDER TEST AT LEAST TWICE. HYDROSTATIC TESTING SHALL THEN INCLUDE THE FOLLOWING TESTS IN THE FOLLOWING PRIORITY: I. PRESSURE TEST - CONTRACTOR TO PROVIDE ALL NECESSARY EQUIP- MENT TO DEVELOP 150 PSI FOR I HR. TO DETERMINE BAD JOINTS, DEFECTIVE PIPE, ETC. REPLACE ANY DEFECTIVE JOINTS, FITTINGS, ETC, AND RETEST. 2. LEAKAGE TEST - CONTRACTOR SHALL PROVIDE ALL NECESSARY EQUIP- MENT TO DEVELOP 100 PSI FOR 4 HOURS, PROVISIONS FOR MEASURE- MENT SHALL ALSO BE PROVIDED. LEAKAGE SHALL NOT EXCEED FOLLOWING AMOUNTS: 3" - 0.31 GPH/1000 FT. MAIN 4"- 0.40 GPH/1000 FT, MAIN 6" - 0,60 GPH/1000 FT, MAIN 8" - 0.75 GPH/1000 FT. MAIN DISINFECTION (WATER MAIN): DISINFECTION OF WATER MAINS SHALL BE IN ACCORDANCE WITH AWWA SPECI- FICATIONS C-601. SAMPLING WILL BE PERFORMED BY THE COUNTY HEALTH DEPARTMENT OR DESIGNATED AGENCY, THE CONTRACTOR IS TO NOTIFY THE ENGINEER ONE WEEK PRIOR TO THIS. COUNTY HEALTH DEPARTMENT APPROVAL IS REQUIRED PRIOR TO ACCEPTANCE OF SYSTEM. LOCATION OF WATER MAIN: CONTRACTOR SHALL MAINTAIN 18" VERTICAL CLEARANCE BETWEEN WATER MAIN AND SANITARY SEWER FORCE MAIN AT CROSSINGS AND SHALL LOCATE CENTER OF WATER MAIN LENGTH -OF -PIPE AT CROSSING, IF THIS IS NOT POSSIBLE, CON- TRACTOR SHALL ENCASE THE SEWER LINE IN SIX INCH THICK CONCRETE 10' EACH SIDE OF CROSSING. WHEN THE WATER MAIN PARALLELS THE SANITARY SEWER FORCE MAIN, THE CON- TRACTOR SHALL MAINTAIN 10' HORIZONTAL CLEARANCE, CONTRACTOR SHALL KEEF ANI7 MAI7NTAFN' RECORD DRAWINGS ON THE PROJECT -SITE AT ALL TIMES WHICH SHALL BE ANNOTATED BY THE CONTRACTOR DEPICTING ANY CHANGES MADE IN THE FIELD WHICH DIFFER FROM THE CONTRACT DRAWINGS. RECORD DRAWINGS SHALL INCLUDE, BUT NOT LIMITED TO, ACCURATE SERVICE LATERAL LOCATIONS AND INVERT AND TOP ELEVATIONS OF MANHOLES, CONTRACTOR SHALL SUBMIT COMPLETE AND FINAL RECORD DRAWINGS TO ENGINEER UPON COMPLE- TION OF PROJECT AND PRIOR TO FINAL INSPECTION. Water & Sanitary Sewer Specifications MIRAMAR II &, NORTH ST.LUCIE C SCA.F NONE DESIGNED BYDR.B. DRAWN BY A.L.H. CHECKED SY DR.B. TY HUTCHEON ENGINEERS CIVIL ENGINEERS & SURVEYORS WEST PALM BEACH BELLE GLADE STUART DATE AUG, 1981 FILE & DRAWING NO $7"70.0__/ SHEET C I OF I m NO REVISIONS DATE BY 11 9 Q lnnn PIK 1p i i'f, R ' 1 iL-K -Gt�KµrA.j iw'I.ua P' P-e'cfJl`RY«' P,riTK 1 �'HS A14 aim tree detail r-% NORONIA 12' x 8' sp SEA GRAPE 10' - 12' x 8'sp e SILVERBUTTONWOOD 8' - 10' x 8'sp 1 LIGUSTRUM T/T 10' - 8'sp multi trunk a; WAX MYRTLE 8' - 10'x 8'sp multi trunk SCHEFFIERA 14' - 18' multi trunk l; 22 GARAGE COVERED SPAC rp SHRUBS , GREEN PITTOSPORUM VARIGATED PITTOSPORUM COCO PLUM VIBURNUM *3 18' -24' HIBISCUS WAX MYRTLE LIGUSTRUM *3 24" - 36' PHILODENDRO N SEA GRAPE SCAEVOLA ,F3 3' X 3' CRINIUM LILY ZAMiA +rt15 3' X 3' • PAMPAS GROUND COVERS ;i ANNUALS SHORE JUNiPHER LIROPE GARISSA 12' - 18'sp ;-" -- - BEACH CRINIUM MOM war ftanl�. FLORITAM SOD NOTES, GATE HOUSE CYPRESS MULCH TYPE 'B' 9. Al) areas not covered by building,paving, lands, -aped ALL PLANT BEDS 1. All r proposed material •;hall be Florida No. 1, or better. bed areas,'or existing 'natural' areas shall be solid 2. NO substitutions will be accepted without prior written sodded with Stenotaphrum Secundaturn 'Floritam' approval by the Landscape Architect. St. Augustine grass, Fioritam' variety. 3. All work shall proceed in a professional manner jn g• Quantities on plant materials list are for convenience accordance with oceeonly. Landscape Contractor is responsible for all standard nursery and installation practice. plants shown on planting plans. When disc re ancies occur between plant list and planting plans, the plans 4. All plant material (wxcluding sud) shall carry a ninety are to override the plant list in all cases. (90) day guarantee subject to vandalism, owner neglect 10. These plans are incomplete without landscape bid or acts of providence. documents and specifications 5. All landscape areas (including sod) shall be irrigated 11. Contractor is responsible fur locating all underground with an underground automatic sprinkler system providing utilities to avoid demdge. 100a coverage. 6. All planting bed areas shall receive 2" shredded cypress12. All groundcover beds to abut parking, building, side r bark mulch - type B. walks, etc... in a perpendicular line. 7. All trees in sod areas shall receive d 3' nwlch ring 13. All trees and palms to be staked and guyed as detailed. }'? deep around base of trunk, mulch to be shredded type B. recypress 14. Groundcover and shrubs to be layed out in a uniform bark - _ and consistent pattern. ATLANTIC A LANDSCAPING RE0UIREME TS t All landscaping shall be performed in accordance with the Wit. Lucie County Landscapingordinance. iii The following will be provided as a mini- �; `� -.4 ♦ mum, but not limited tot - - fag' "♦ pac ♦ 1) One tree every 30 linear feet in the ♦ 10' landscaped strip on the property line t 1'' bordering St. Rd. A-1-A. (- p g 2) A two foot hedge in the 10' landscape strip on the property lines bordering St. Rd. A-1-A. I ♦ 3) One tree every 75 linear feet on the 44 ♦� 10' landscaped strip on the North and South property lines. ---� ,_ ,• ,/ 4) A six foot hedge on the 10' wide land- �9r460 'gpBcAJ scaped strip on the North and South pro- perty lines. S) One square foot of interior landscap- ing for every 40 square feet of vehicular space. 6) One tree for each lo0 square feet of Interior landscaping. 19 STORY 91 UNIT BUILDING NO 2 r------------------- .♦ I UNDISTURBED DUNE. 1 { 1; { s4 I 5` .# , ±_ DUNE WALK 41ais1 ;Pacek N c'►'. t { I I I pool area see sheet t_ " l Yi S. r fle�3 grass spa jr, � •pae:�PROPERTY t.trv; i /11Lt%PiLE GIIZ"-b V-cu=_ Try r"trtr TW4- u-i4 3 [1.ku'� L.1!P-E. �t�. l�:K 'f%�E _[�T7 / r1 "T,..I �. a^7-! op !-,��v. .,•- ;7va.¢r=,. Y""f=t:#-I fzL�,��M-!I: /'� - .AGE G�(F�{f.ivsc•L',� �r � '�E �.r�c=:FictTb�• is 1 YNV 1 Js T � � 6,� yo . T Y j±.'. r ry .'EG• /.Nz:!J j. \ � — r-,�� 7 ern. o �e m1 • w'�.�,u TAEEJi.AJVL ' �` rN Pip ` •'+-s^er �,r�rwYnv�,�./ `' DESIGN ASSOCIATES }A �d m,m AUD ! 71988 IVA.uj T___ rnE cfm �m !r �m PRINTED > !� m-fit b r Pd ;y4c} . m m 1-6w -yi it G7.+vE < YJ\JcfT7aavr.�fT,.G _ tree detail • Scar — no .Ca,* ---- shrub and ground cover detail 3�s/ 8 i�EvlsloNs ---- -- — no scale -.— _— CE • ". • 00 .. .. • - CC • • • 16- to o • • • • • . • revisions I •.. cc = O r— Z L. O Z J1 0)z N oco O C Q VJ V w, Z W cc VJ L r Ww` _ Cl) Q sheet title OVERALL SITE LANDSCAPE PLAN sheet number ONE OF TWO • POOL DECK PROPOSED PLANT LIST PALMS I dam 1 PANDA,NUS SPECIMEN 18' - 24oa COCONUT PALM MALAYAN 2' - 15' ft ct SABAL PALMS 12' - 24' ft ct 1 GRAPE 14' - 18' multi trunk VERBUTTONWOOD 10' X 8'sp K MYRTLE 12' - 14' X 12' multi trunk SHRUBS CRINIUM LILY 3' X 3' SEA GRAPE,NECKLACE POD,ZAMIA, 3' X 3'sp PINK CRINIUM 3' Y. 3' YUCCA 2' - 5'oa COCOPLUM *3 18" - 24.0a GREEN AND IVARIGATED PITTOSPORUM *3 18- - 24"oa 3ROUH0 COVERS ANNUALS, JUNIPHER, CARISSAIBEACH CRINIUM 12' - 24-sp FLORITAM SOD _\ FLORIDA DNR SETBACK LINE I ,TCC 1 ` 1 ` I 1 MIRAMAR NORTHC 04Z I I , I 1 , SCALE 1•=10'-O" • ♦ This drawing was prepared- ._... ♦ - 6) One tree for each 100 square feet of from base information interior landscaping. i:_' •: ' LANDSCAPING REOUIREMENTS All landscaping shall be performed in accordance with the St. Lucie County Landscaping ordinance. The following will be provided as a mini- mum, but not limited tot 1) One tree every 30 linear feet in the 10' landscaped strip on the property lines bordering St. Rd. A-1-A. 2) A two foot hedge in the 10' landscaped strip,on the property lines bordering St. Rd, A-1-A. 3) One tree every 75 linear feet on the 10' landscaped strip on the North and South property lines. 4) A six foot hedge on the 10' wide land- scaped strip on the North and South pro- perty lines. 5) one square foot of Interior landscap- ing for every 40 square feet of vehicular space. I 1 BY: _5 i`t�t_'�- I Date. _ 2_ s`, �.t V!�� f- 1 t t _ r LOWER DECK SOCIAL ROOM PATIO V SEE SHEET ONE FOR OVERA L SITE LANgSCAPING le �i ml— j { grass space I • F—,--- - h Te- F"•"•Y• CYPRESS MULCH TYPE "B" [ 14' f4" ALL PLANT BEDS 2-�wrht I rl rye ��y{rra.aa To �N, 7".�4y{ l.4tt> P�IWf♦' fjli!;a�-�Pu7nGMi.1•b il-ltV�pi(iCi.Y.��(o'9��rs�7�GF1aJ� L�9RR. 1_ y I ? ' ll L�11 ii _ PALM. TREIE DETAIL no scale -- Q -- --AJ% •• + �, # UPPER DECK _ 4� r •c �� J• * C ...' • � �� - .•• _ , �, ,_�. � , fir; �----- � • . / TU V • '• - • • i 9ra88'space ❑ ❑ ❑ �\ •• I • PROPERTY LI - . , • gab' , ��sss�� ••a�rr_�•�r_•�•�r�•rr�� r��r.�r.� � grass space (a v �-�/ D>ssti Np$SON3ATE4 %l ar+kxe 44W-« O NzC To rw rr r TWr= u-W o '•F�L TYq"rny'1 t EWTW oP HJt_. A. P s - t 6 ♦ AU61 ? E88 NOTES, PRINTED 1. All proposed material ,hall be Flurida No. i, or better.'• 8. _ All areas not covered by building paving landscaped bed 'natural'areas areas, or existing shall be solid r 2. No substitutions will 1 be acre tea without P Prior written sodded with Stenota hrum Secundatuin 'Floritam' ----- p- -- -- r x -W vim,-1h mr+ o* o approval b the Landscape Architect. !' P - - -- St. Augustine grass, 'FToritarn' variety. r••u=•'!u. w:tJ r�n.•er, ns.-rr,�q 3. All work shall proceed in a professional manner in 9• Quantities on plant materials list are for cvr,venience / accordance with standard nursery and installation only. Landscape Contractor is responsible for all practice. plants shown on planting plans. When discre,)dn.CleS m 4. All plant material (excluding sod) shall carry a ninety (90) day guarantee, subject to vandalism., owner neglect occur between plant list and planting plans, the plans are to override the plant list in all cases. Q• m ='"'e0, 10. These incomplete ,'��-� or acts of providence. plans are without landscape Sid 5. All landscape areas (including sod) shall 5e irrigated documents and specifications i a ,TT-- with an underground auto tic sprinkler system 9 y providing 11• Contractor is responsible fur iocatin' all underground 9 9 100e coverage. utilities to avoid damage. 6. All planting bed areas shall receive _"' shredd d cypress yp 12. All groundcover beds to abut parking, building, side- 1 bar•k 1 h wa.er�.c =•y-' J. Ail M c ype walks, etc... in a perpendlcular line. trees in sod areas shall receive a 3' mulcn ring 2" 13. All trees and palms to be s:dked and guyed as detailed. deep arounpdd base of 'trunk, mulch to be shredded cypress bark e B.�4. Grounticover and shrubs to be layed out in a uniform t tree shrub and ground,cover detail and consistent pattern. no a l no scale tD O 11D • Z 00 00 0 ¢ 3 00 O 1 \ Z it C V C > c a� 3 o M 'a u c� Cl � O v M .— revisicx+.s sheet number TWO OF TWO o== I , i McvM iugy...wr pap-• tee._-..s+..sr-..<v '�`TW [+iNeb: SSrW.:raay.u.a"y�aF.nn.V 5y�� • -. 1 i N ' } GeoUT �T 'STONE. F -�ti+Tat2 c 4v ti 7 Q Q #� a7 J(�' �� ✓?01JT)=D 6pLID I FJ P�tX. GUiL� 6TfJc (-0 F! N IS w M $111L DID �INISI F dD col-0� T� MdTCI F�OLL �LONTr-KI'.SooFIF,iG To IN.`-IDL' N11ILL5 0 A , ✓ sz F-O Tltij,�-. ,, 5 GoNT a LANTER WALL D ETAIL SCALE 1"_1,_0" g s NOTES 1) General Contractor is responsible for irrigation and electrical laying an contractor contacting electrical paving, so that irrigationPrior to sleeving can be lldand 2) Pool Contractor installed. to construction t0 submit shop drawings, Architect and • to be reviewed b g Prior Mail Shop approved by the y the Landscape P drawings to Treeland0wner,Architect. 6188 N. Military Trail Resign Associates, Attention: Jav Marino, W.P, Beach, Florida 33407, 1 3) Pool, deck and all structures 1 the field for review b to be staked in and approval b y the Landsca construction, y the Owner/Architectpe Architect p to 4) General Contractor is to with the Landscape coordinate his work and Irrigation Contractors. 5) Verify all dimensions in the Landscape Architect of 'any n field and contact 6) Written dimensions any discrepancies. dimensions, take precedent over scaled 7) The followin building follow g are to conform with all a i A and zoning codes: Pool deck applicable 1 B. Railing stairs and handrails t C, r,,,,_" and wall pool enclosure Nool Vim, I E. area gates Pool area lights F. Showers G. H2O spigots H. Setback requirements 8) plan layout Ste plan is based on the approved site of 24 dated & Scott Architects 3/5I81. sheet A-1 9) Adjust all spot elevations, as necessary, facilitate proper pool deck drainage. Drainage plan to b to 10) Coordinate e Provided by others. schedule Pool deck Paving pattern and with Landscapematerials 11) Slope Architect. totachievend wposWtiverdrainay from ding SO as NOTE building drainage. These drawings not coillustrate design ruction of intent only nstpool and spa. , MIRAMAR ROYALE 19 STORY CONDOMINIUM TOWER i GROUND FLOOR DATUM • EL. ABOVE EL p_p., M.S.L. *-TO W +2'_O. PLANTER \ \ 24'-6' F SOCIAL ROOM PATIO+O'_pn 3' o• TOW +g'_6' a BOW+O'_0 n BOLL LOPS iZ" TYP. 15'-0' RAISED (zolLlN� tIU�T o PLANTER MII�lIMLI� y. pP�oVt� XTCK.Ipk � G2GP�.. NT N4J /aRPool pE� K' SEE 5H74i 90 10' 0' row+1 GgYST- INbotJD Sc ,-r P I BOW —1•g6 0 a BOW2-1O-6 o 2f'-o• 7'-6' .�dlldgppr'"' "')4pt14�.. 10'-0' .0 • rJ � qa 12 1A it - Ir T-s• r (0 co t co 3 CD CO Q 4Lk 14�-3' TOW-}-2'-0" i -1- 0 RA1$ED - CO PLANTER - RAIS-E-- D PLANTER TOW+6' ti1 0' \ 1Gi��S101j a ; � Y BOW row+s' O W V-0' 11'-0' �—TO W 4 2'-0 TaE38)N5"QNp SPA 11� BOW -1'_6. \ sT�u TL+�cGh vPcHIr�TSr ?` POOL 20'-0' o o \ p N TOW+1•..0. ` ✓✓✓/i/%' , -BOW -1•_g 1P-6• j��% t c - - RAISE,) TOW+4'-6! 4w RAIS PLANTER 7'-6. 6' \ a aq o i 2a-o• LOWER f0'-o• ` DECK a \ Z -,�—TO W +1o RAISED o `: PLANTER F 30'-0' 10'-0' !0'-0• \ in O W+4'_ 6 "- ' / � C 5,-0• BOW *1'-0" ! ,J O UPPER DECK t K LAYOUT PLAN SCALE 1"=10'-p' CC tp 0 'E IQ M � r �: y alms I cv ... o Q "* 44 �t