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Meadowood Country Club 33403
- CONST. ENO�S'ALG 00,V5T. 75't 36'.P.Co(90.007. 212.01 STA:2t06.33 _ 2'tT 4� O CONS)- TYPED -INLET, C.B.- t { CvRATE ELEY /9.6B y r � 9 STA ky, cov!9r E " 90 °dE.VO 125. A Wh0 \ - CONST. /04L.F. - p ' .iG'RC..PQ 0.00110/- . 00 — GUARD 3+OA +00 4 _ 9 18 4'IN !/OVSE 10.98 --AUTO GATE Cp,Rp wuD �'( Z o CONTROL. SYSTEM. CO(/SI /NOA//�OGE� 110. 2 "k d 115 p . p I ... a� STA. -3 35..0' //6 PT - q ' CONST. TYPE I .NANNOLE'L a IN✓. EL. /9.05 O Q` 2-7 1 .96 p N STA.2f06-33, 5,2"97�Su.Ew18LY' CC.1��� w��dT CONST. TYPE4.0 INLET ✓dL �/E, 7F d/�/� C�� �'C�C-9�� h 4, GRATE ELEY. /9.88 5 1 T E P LA N 40'-�" ex M 0NT E C A l,LO S A L E S f ADMIN I S T K AT ION B L D G. 12, P a' r1 rypfpY �ak h 171 '"�`�YR "4 g�ta N",y� �+>s� h�a[ . 4P�i'S�` o N�oe�X n 1Yrii�.o• I tl ,. PLA,U AND, DE VEZ. ) PM SPECI F16A T10AV ENT F04 0 r , " J. C. �^P f { a' ^dfls 1�•:'a�r dFtlwH.i ay, �i� ru Y , r • l � n, :..... ....... - � - , .. :. . . 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Ra oe� --�— - '.— -� chi • O ♦... ...— __�.. � ��e _ � 4 1 \' � -. • < � �.� It __•�'• II • Aron••-01, c L n Ar n { ` , — 1 l ll 2 9 _I • �� •le•er Monu • 1 — - _ - . { s Polor eon G r f '-�-` / FORT J-. v Rle:e,' Re•e k '• IK'' / PIERCE 7+' ,6 715 11 — .18 ,7 ` �16 w it 23- 'n 2 . cart 91.4 31 th ^I::?Y�,�pC�irr' .w 8,�."-�" � E��a ,'�.t'�a"': �e •: R� €'?.' �,�.#;• .:�iia��.t� , 4�..'ar "�.�i :�w'"T�^���°�d.'.�, a� ' #:`-et„'t,',4hwl�Jn` i Tr el'`F�;+�,Ir u, s, w.'�', �;'.'•i`� r-- t r tom. W � � i"Y$ W- *,'#i: rfr+�'<:� `,�,. u'Y' W' a° ' ,.P-:eY n �r...-r:;l'.''R, *,';^�3`n`xr: A na �fi. i�1DiE GDiS1�'N fihis docum ts ant AY { 1 tM+ '.BUttY�Dt m t,�;R �FrNiiu,: !ctgt�d^atftAYid�t`' r'2 h s 00 Qi 4 r 2 n..r ! f aAti +v ,r d (� r tt t t Y K I r ! 1 ,�' U0 4e55'29r • ' l�f / /l1111000...LLL-- S7. LUCIE CRUN LABEL BEARINGS DISTANCES I N. 570 49' 50" E 35.10' 2 S. 120 34' 31 "W. 30.91' 3 S. 120 34' 31"W. 28.32' 4 N. 70049' 50'E, 23.20' NAD JA PLAZA E MONTE CARLO COUNTRY CLUB CLUBHOUSE L T F� O N N c\ L IS 76'27 L A:283.69 6,3e9, 10 E. 0011 I 10 927' R.17L5005_A=60,84 72, 00' A'10266_8 20 y >>044'FY 4 _�- R"5 50 51 cc g o � \,IT.00g � o 3 APPNvX•t-orA11oM QW Pvc+ RAW-.._- • -0FSX0 NG yV5LL I WATER NE wIG'x6' -SLAG i � v � �tONFI LGYL.TaN� r J DO N O 'I W$ �O ° '53- 38/.94�, 89 / - N• l5 r0 co' b (' -- r /0 _ � _ � l2 /2 20 ` 20 - , l2' _ 20 -- N 20' 20 - l2' l2' �0' /2 SCALE I"= 50' TENNIS p N a o I o TENNI' COURTS ry __ '` , _ ' o _ o c ° AA COURTSpq POEM 0' 10' 25' 50' 12, 12 20 ZO u _ ao to 41 o O OL TS ti 0.8 b Z ` _�-\ M k 1 _ 4' E NIS COU _ _ oe,9 v T b ah \(pi R R yo F 2 �op9 b.9Y F:5. ; =5 G G6.,,p ''�_y.5T - o Z 30 �ti a a5 =iI2.00' A,Az 'B,ti," Mj is NN A; ge a -O 60' N 02...a R' i4? 14g? J o 60 30 ' 102.70 ti 61 00 -- a;-' 4=sjo pp A- �` A' m- o 'W. - Y 5 ��. s/og 5644 A- i _ N. B9 15'53' D o 0 �.' 3/fin R /3.00' N OBE. 1 I� .© /Goa9 H �i ^ �,m- 15.46 L /D! N. 89015'53"W. _69.65 \O QN j' N �3.ZQ QH 40' -z 8 c,_\ry 8 ti° 2 A• / 0 O3 MN a0/ N ti 8 °o° Spay P6 ® I �7, 3 5- /a.54 �p.1 6 93 b 52' CENTER Jy H ,r,,D �540 "h1 �'\ SERVICE . PARKING O 46.07' O 2790�. R'. 2j8.419°5A 18 � 4 TENN/S T �9 a' % o° °i - - r, _ 3 ?R /fib' pl O l6/.68' o/g'53 ".W 27.33' 00 185,58 - N..89 C \ v M� 52' No o 0000 6p q M 89,1553 i � o2 E I p 40'00 �00�� \ 20 DECK - 8 f0.3 0o ao 0 75.40 N. 83 , !� 30° DOL - 5.00 Q 94 N /6 \N ) tic.;^_„ 60.00' `n a4 0° N d= 60°00 00 /•! ' 2� 90. �/ POOL,'� N /e 48 8' •3 A= 5.24' 60 B' 0 F , ry�o`a� ° 00 w �/��2.� S. 89 /5'53 E �" \�-8, 56 \ ?''�" °' to - - 64.00 N 9� �° \Q N IT,.o o Q- P? o DECK b b� 28 n 8 \ry0 ti 0b 1O J H 89°15 53 W. 16' p 6.91 32 4 8 o CLUB HOUSE 70.85� ` >_ S. 89° l5'S3°E / „E -l3/. 38kp � • 16 64.00' �. 0 1 I If 0 K E HORIZONTAL CONTROL g - 7 - 83 1 TLK I Lcc4T6 W 0L L- lµ pARK1 JG LOT BEARINGS: UNLESS SHOWN NOTE: 7Y�ICAc - -- DATE BY DESCRIPTION ' REVISION FIELD DRAWN BY, O/Ck CHECKED BY. DATE: AUG. 4, /983 JOB NO Bc c c LABEL RADIUS CEN'PRAL ANGLE ARC LE,NGTEi A 20.00 87027'42" 30.53' B 20.00' 80043'01" 28.18' C 5.00, 126050'58" 11.07' D 5.00, 60000'00" .:4' E 5.00, 78009'37" 6.82' E' 5.00, 101050'23" 8.89, C 228.43' !9054'18" 79.36' H 40.00' (JO°00'00" 62.83' 1 30.00, 193000100" 101.05, J ISO. 001 04004'33" 10.67' K 5.00, h'8 09105" 7.69' L 5.00, 155003'13" 13.57' M 5.00' 192059'11" 16.84' N 5.00' 88-09'05" 1.69' 0 150.00' 13"42156" 35.91' P 100.00, 73005'00" 127.55' Q 17.07' 107058'44" 32.17' R 124.00' 20.032'08" 44.44' S 30.00' 85052'58" 44.97' T 165.50' 18.46' 0 1 " 54. 2 1 ' 0 167,.50' 11"16'26" 32.57' V 165.50' 13010'39" 38.06' W 40.00' 84059'10" 59.33' x 40. 00' 84-59' 10'' 59.33' Y 124, 26 010 02' 57'' 2.28 Z IC8.26 150 IA' 27'' 44,9` AA 165.50 50 4U' 28" 39.81' 88 15, 00' 930 38' 40" 24. 52' CC 7 0')' 1 540 26 13" I S. 87' DD 6.05' 010 19' 56" 14.07' EE 9.65' 920 05' 02' 15.51' ' 48 15. 18' G G 126.00 0 09 29 2 9" 20.87' HH 14.9P' 99 38 41 _ 23.96' 11 10,00' 1 120 53 20'' I9 70' J1 9.99' 880 39 41 5.47' KK 699.CC 00- 33 11 6.74' L 1 MM 579,00' 1 12.00 040 U50 28' 40 23 15 44.89' 1 I, 08' \ LINDAHL, BROKNIN(,, FERRARI & HELLSTF (,INS. i 11%'' I V''NN E R) "LANNI R'I A �l RBI I( �i l)R Ai�U Ab! AI f : Hu1 ti( I'il-u rI ,RlI,A III ARI t :Rif SEAL J SC:.(E - I DR NOSEAL I DR NO < <'�SH a A MONTE CARLO COUNTRY B CLL r cn.:'11 i W r dd 1 IY a }aY v�iT,�' � q�3,: "y �., 1 '•r��y {4 N wo,rq a GRADING AND PAVING PLAN CONST< 14.23L•F 2.74 % 0 yt. /B9 ' 5 � 06600""T' G F ffb'ED'3�� CONS 742LF. y{yo r a1AIc N — 05i A w 5 y A Li ybSA .ly`12" ,T9 23' s5 �0 �0• y• 2' V' S 6X15TIIJ f� WELL 12�00 ys. �... y.rG@05oap `50 41 55 d" 2 05I'1 O ��� �.• I to o 5 2 A 23 (k1.20 M ,10 VA: y0 yY. D2•J p l Shy ',� �•�.0 • �n i. 20' 09 0 2J'y '• � 3tt y yag ya'02 2 V.1 5 2a 08y 092. E 2 11 to: 02 2 2 � � IIti o yo! �ko 0% y . 2 . , A p V 29 J 2L02 �� �� 1It S z Fib V " 20% , bm 4 CONST, 20 L F 6 u w\ ^ t� 0.64% o m. Sra 21 • y.. � � �� 41`� 6 5 r; 503 Q � ��� �� y09 �5•� �K�-r���{� VI ?5 2 2 65 CIS ->,.29 �i/h� 2IA 21y�oN� 5 j219" �g 2.`.,�ar•VF� yVSA *;r, / f t:qo"n&o 2� cca I• BA 2coNjs7r. 62.4__a y � ! 2� 5 y090 yOA so+� CON�68 L.F, A STA. 20 T 84.23 i96 20 59 0 , 0 _ 40 5 y 5 CQWSr 18LF D 0.. 33 $( 0.6 4 At�� 26.9 Y" +Kny CONSr, 20L.F C 0,43 i6 i NO TES: I1 THE EXISTING VALLEY GUTTER SHALL BE REMOVED AT THE CONNECTION OF THE TWO PUBLIC ENTRANCES AND MONTE CARLO BLVD. 2) THE PROPOSED VAL1 EY" CU7 TER AT THE PUBLIC ENTRANCES SHALL BE CONNECTED TO THE REMAINING EXISTING VALLEY GUTTER ALONG MOIvTE CARLO BLVD. 3) THE EXISTING VALLEY COTTF:Y SHALL REMAIN AT THE CONNECTION OF THE PROP-9,5ED SERVICE ROAD AND MONTE CARLO BLVD. /2"FLUSH HEADER CURB FLU I , ..< "n� ® 6' RAISED HEADER CUR B, W> ` 4�'_ 2'VALLEY GUTTER t +. r a h3 4 ,f a iY'.• �.� `'" , ,lam, x ?si:'^x, `Y ?5a 1' „ „~ a C " .r3� 5x�p, rY"a r "' , `-m., a' ,.,K. .a r. ..a „„ �, ".r*,'.'. !' ty ,+:. x r,• + ,m Y.... ,::.. •+s .. , `� 1 a ,,:;.r:«"'.,?'m wT�, n. ,�, ��.f r .T:.. ,a ., a -.. s' m,.i„,.a#^Cx a4':- 4-0,t...�'.. : c ,3 `i, ,�k� a;" •y - "+r"' , a.a�F,.,1t.x1„aT' {w r,y`� ... ,.. 3....,. ..., k,...;..M ..a: .. ,. ,.: #b � q''x `�� {,[ x ° Y ", .re em,S y w � •3 , Y ,=-qa" >£y.,� Y'SR:A' S � k } ,,.t. � R'.,.5 , ...... •.s,. , , ,;:' -. x <.r.�a.1 .., ,r" -`-a^. a§ . ,.. m. � ' ,:5<.d' ... .b,..... ,.. .:.a ` :>:,<., +;. , w .> .:. , 'w..<x s .>llil ,k� w ,51•a ' e{ lk'.' �p , •. �a ,., o:,. ,'.,, {,dF �'".:,,. 2 + r`J ,.,,.. ..:, 'k* ..... ; _ r ,., "e.r,s `x m.g.� 4s._. ,, §'..:. 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",,,, � ...m.:._ ,.0 .§ .,?: (a n� '��` '� �. �'.. ..r '� XF ¢°�:�' •w;, �( �° F x �,{'" 1�Y2+{�,�% 9a, ya,» e", �wytm �+;� �''� { a � ml, ,� 'Y�s, pAx h• , 13-7 - 83 TLK LIOCATH WELL IN PARKING LJOT FIELD: - - -- _ - DRi.WN BY: LINDAH M , BROWNING, FERRARI & HELLSTRO , INC. ._ - .T,�.._ ,u .— .., ,..,, ., .„,,. , -•. ,, ,.�_ #�, § ..,Y NSULTIN(, ENGINEERS, PLANNERS & SURVEYORS CHECKED BY; "' `< 95 L CO LORADO AVENUE 117 SOUTH SECOND STRIFE i ATE: ^' ' � I 1 - - RIUA 114S8 STUARTORID 4 TORT PIER LORIUA 344. P O BOX 72, SUITE 410 SUITE 202 eY AUG. 4, 19B3 UPI1 R I l0 1 f A 3349 FO PIERCE, f 50 DESCRIPTION ..,- R• lYj ut ' JOB NO. REVISION 82 225 O: B2 L25 SHEET 4 Of IJ t .,5 Y4Y a..%nux.. mw� r pit rib's 1 1 rlk+ S 'fie , xID ?E �, P 3 6 a1 a bi r na ,lai s us A'e e ;+ R"yk}M'h'r„ a5• qa. W4hY+Y�^1'h�.�4 r a , ..���§�0.�' �nYJ �. LI al��+�h6e���d�v, � rxa^`��>��t �` s�l`xx,'� CONST. CONC. ENDWAL [. INV. EL. I L90 �+ CONST, STORM MAN i I CONST, 84 L.F. - 36 RIM EL, 2L2 R.C.P.:--ae ,87% INV. El. l d x w S 1 Y 1 g y } 1 4 I" J X' I kI • { k ,qh 11 i13 sP! d PJb� "V 1sYFt',�I� Y kbl �9, 4'd P V ""'Jv - ,.„`t,`,ti3)..s:•n i F. : +LY^:.': <3 F'`j. _ "%;r" %,.� <:1 Y , ij^,, 4 k F „� 'uw >4, ei6' a+.q:�Fn a 8 vs t#1 + a u a}w�� w. ""...! x s: 1 &ryy.Ak' ', : 4i x` ,-,36aR.C.R 140L..F GONST. k 087 k p, � k __-.. I0.65tR.C.. CP0. 0% coT L.F-18 69L.FCONSr, 6 SCALE a- 50 w" a r� } CONSr, CONST, 74 L.F° 18 I R.C. P. �° I0.35 � CONS C. B. 2 CONST. C°B.#6 'r* coNsr. _ CB. 3 �L Y 1 P 1 t t 3t d e u .C.P CONS L.F. - l6 T. l50 0.33 \ \ mA Exlsr. += Lt rMrx allys p Idrkll{a YG - s d'x tr,, x yr V '' Y t M T pm.r P"k�}' I� 1 s �a ' 'S° 'i °r ,• "� �d fi u a i, A IST. C. Y esI{a¢ e �EX r a 1 1,} r � r •`� {;. @'�u u t, "'b n 1 xt r n �.r t� . F �an• � „' CONST. 56L.F-I8 R.C. P r g *mi„ X, { i t Y CONS . @ o ✓ Y Y ,v.. .�''ua '.. 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':k_ »o-u, .� + ."Y'fxl Ga�. � ., '� !mom r+ k. ✓kr '�` � �t.3x! i.; �. x r ..✓ * � i Y k 1'I .' .k a;::o < .. ,.,.: .•,},. < ra I I"��Ifi 11171 �, 9aF, `: .< _, n $... ,R z„ "' b. � �. a,, 4 3 ruA, ,a rMy, F a i;T t 17 '� �, ✓ + +� + 5g5 , 'u`�,k���;si x„G.'��G�q a m§^' x � kss . h � �... +�, a � `' x C}A tw x } ^yw L LSM1 ':ew .fd ,i . , ra 3-7-53 TLK LOCATE WELL IN r�ARFUNG LOT .S kt. ,� ffi` .r'`13w s14xs�aY r. � t'"a` INLET # TYPE GRATE ELEV. INVERT ELEV. C.B.- I C 20.5 16.00 C.B.-2 C 20.5 15,79 C.B. - 3 C 20.5 15.60 C.B. - 4 C 20.5 17.00 C,B, - 5 C 21.23 15.84 N, 16.50 S. C.B. - 6 E 20.5 15.34 E, W, S 13.84 N. C.B.- 7 C 20.5 1750 E) 11 xa MATCH EXIST. — r_oniInin_ I.,� �/•. 2'-0" VALLEY GUTTER �.�Fl�li.=d1 /2 R 2- 4 BARS (CONT.) NOTES, 6= SUBGRADE I. I/2' BITUMINOUS EXPANSION MATERIAL SHALL BE PLACED AT 20`INTERVALS THROUGHOUT CURB CONST, 2, CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALIGN- MENT (VERT. a HORIZ.). CURB TO BE LOCATED AS SHOWN ON PLANS 6" RAISED HEADER CURB — — — N, T. S. COUNTRY CLUB CLUBHOUSE 17.7' @ 1/4 / 1' 0 O O 0 tD co 0 20` (u7 1/4" /C PARKING STALL MATCH - _ _ MATCH 4 EXIST. 'n Nb$., 8 GROUND � N EXIST. � � (MAX. 6: 1) + + — O + + , x rs �hd a'. �,.'a' Ty B' iu} k i O I" TYPE S-1 ASPHALTIC CONCRETE a 6" LIMEROCK (COCQUINA) OR 8" SHELLRO 8 STABILIZED SUBGRADE (75 FBV) a 4 F no-Tu-�w� ayv i Xv TYPICAL *SECTION SERVICE ROADsPx ,'� z d'g ds`A, IL �� i ifiit 'k is N.T S. 12 �4 / I d 12� @ 1/4"/ I 2 0 (>Q I PARKING STALL'`"'� Y. DRIVE WAY _ 6" RAISED ro +C5 HEADER CURB 44.64' Co, 1/8" / 1` CL PROPOSED PAVEMENT-` (CONT.) I PROPOSED EDGE SURFACE COURSE I. n";;5+✓`,.`.�r.� �`'X V'R . ill.. a I" TYPE S-1 ASPHALTIC CONCRETE , 6" LIMEROCK (COCQUINA) OR 8" SHELLROCK BASE 8 STABILIZED SUBGRADE (75 FB V) 5' k.,•h s �.x'3.» k?RixS=•N .,�.°'._e s s .3Fes a a TYPICAL PACKING LOT SECTION NTS xX MATCH yf¢, P EXIST. GROUND "' (0 , a t r%C �4''tt `r I ru c ° •'.k t°ip s. x i T�y,rr r •-Y (MAX. 61) + NOTE ENTRANCE PAV'T. USE TYPICAL PARKING LOT SECTION FOR MATERIALS 1t7V•YE 7 CROSS -SLOPES SHOWN ON TYPICAL SECTIONS OF PAVEMENT ARE TYPICAL UNLESS OTHERWISE INDICATED ON GRADING PLAN, SHEET NO. 4. 12" 12`"' 3" OF PAVEMENT •'-`A 0 w : 1 �•.. i �N / .•��.•., 1.^ ,•p• q+ I2 "X /2" STD. FLUSH HEAD R CURB w L EN6T VARIES, SEE PLAN of SUBGRADE✓ ' ww w _ am _I n V7 r,t � d1^li. �. ms : =uVn'G =. r- i4t Ix"�?eS'F� i. _..t°2.. ; y+ ,. ,,.t.•. .S ..'.�,. 0 U- Q 0 PLAN SECTION 'IA A" �� t 8� 4. FLUSH HEADER CURB DETAILS x* `` NTS; ... ;p.. - _ e �=v=..,,n far' 1 ,. 'a a .I�aw � ,:Sv � ^. ° 1.', 4 s e •. �> C ,v":e:2Ph:-.+C'fNTX� x'.C; • .■ •—MIAVING DETAILS DESCRIPTION REVISION FIELD: DRAWN BY: DICK CHECKED BY: A.J.F. DATE: AUG. /0, /983 JOB NO. 82- 225 SEAL LINDAHL, BROWNING, FERRARI & HELLSTROM, INC. LONSULTIN(, ENGINEERS, PLANNERS & SURVEYORS 951 COLORADO AVENUE 117 SOUTH SECOND STREET P.O. BOX -2' SUITE 41C SUITE 202 JUPITER. FLORIDA 33458 STUART. FLORIDA 33494 FORT PIERCE. FLORIDA 33450 SCALE:AS SHOWN I DR. NO: B2-- 225 SHEET 6 OF lI N m v LD z z m m -T RANa 1:''+ v BAVKLIP rR)M FULL SECTION TO NOTHING i «8£ yN4ri Ffia it A VALLEY GUTTER -51/4 it - 3,0 " --EDGE OF ASPHALTIC CONCRETE SURFACE COURSE - 2 1/4"� PLAN VALLEY - 5 I/4GUTTER /- 3.Orr GRATE ELEV: L SEE PLAN 4 8, B 6 n x 1 i "" y M1 avx u B IY� SECTIONA A VALLEY GUTTER INLET APRO NT.S. MONTE CARLO COUNTRY CLUB CLUBHOUSE MANHOLE FRAME AND COVER TO GROUT BE U.S. FOUNDRY 8 MFG. CORP. _----_-- DRAWING No. 33-A OR EQUAL — — — B" MIN., 4* 4 0 a 12 0 C.,E W. _ G n 4 'f • +3 s� e :A INLET ¢ Z • Q Q J n a = w WALLS TO BE PRECAST- D o • 'o' a N OR FARMED -IN -PLACE 6' REINFORCED CONC. INLET o o. No. 4 BARS , 12" O.C. EACH WAY TYPE I D- 4'-0" PIPE 8" TO 36" DIA. TYPE H D= 6'-0" PIPE 4211 TO 6610 DIA. TYPICAL_ STORM SEWER MANHOLE N, DRAINAGE DETAILS MAX. TYPE INLET "A° B"" r,C,o prr APP F. 15.65 C-4 3 - - 23.49 D 2'-4 4'-4" 3'^I 4 -I 3 35, 23 E 1 3'- 4 4'-4' 3' 0" 4'-6" 4 STANDARD INLETS 2 1/2"x 2 1/2"x 1/4" ANGLE CASTING W/ 3/16 x I"x 6" ANCHORS WELDED 6 O. C. ALL EXPOSED CONC, CORNERS Ar AND EDGES TO PE STANDARD INLET CHAMFERED 3/4, COLLARS W/I*5b T ROX . WT. 35 LBS. NOTES:( I ) ORATES TO BE CAST IRON 80 LES. WITH ONE (1) SHOP COAT OF RED LEAD PAINT AND WITH 65 LBS A FIELD COAT TO MEET FLA. 25 LBS. D.O.T. STANDARD SPECIFICATION ARTICLE 971, 197T EDITION. (2) SEE DETAIL OF OPENING IN INLET SIDES. (3) BEVELED EDGES:ALL EXPOSE( CORNERS. 8„ u e 8" CONT. 8"GONG. WALL �.'•�: r.411v g" FORMED - IN - GROUT IF ' w PLACE OR PRE-. PRECAST COLLAR ¢ CAST WRk44) "" I1 L IS USED. 8' IV 12O.C. E.W. 8 C 8 WHEI E MASONRY "FILL AROUNQ PIPE e d IS USED, 1/2' A' I PLASTER BOTH �J1 SIDES IS REQUIRED. C D- I I/2 I BOTH SIDES Irir=ra_ra= ova I A, ----------( F-- ----- I' '� p 4-- 3" i F 3 r • I FRONT ELEVATION PLAN VIEW FIELD: DRAWN BY: DICK CHECKED BY: A.✓.F DATES AUG, /O, I96J i2" SIDE --, SLOPE 10" BARS 3° _3° a 9'. 6 F -- I I 6 D„ SIB, , 4"-1 4 Length Of C 4 ,l t Eli TABLE OF DIMENSIONS AND ESTIMATED QUANTITIES FOR ROUND PIPE CONCRETE ENDW4LLS CONSTRUCTION DATA DIMENSIONS }oxa „D„ „Xii „A„ „Bi. r,Dii „ E., „F„ ��W¢Wa mD 6. 18" 2'- id' 2'-9" 1'-3" 5'-3" 1'-11" 1'-3" 1.92 24' 3'-5 3-3 -4 13 2-0 1-4" 2.65 30' 4'- 3" 3'-9" 1'- 6" 7'- 3" 2'- 2" 1'- 6" 3.75 36" 5'-I" 4'-3" 1'-8" 8'-3" 2'-4" 1'-8" 5.11 BACKFILL FOR STORM SEWFR TO BF UNIFORMLY DEPOSITED AND COMPACTED IN ACCORDANCE WITH FLORIDA D,O.T, STANDARD SPECIFICATIONS SECTION 125-8.3 1977 EDITION 12 PIPE—}---12" i DESIGN GRADE SIDE SLOPE TO BE NO FLATTER THAN NECESSARY TO INSTALL PIPE. r/ SHAPE TO RECEIVE BELL FOR R.C.P., - TYPICAL STORM SEWER PIPE BEDDING NO SCALE LINDAHL, BROWNING, FERRARI & HELLSTROM, INC CONSULTING LNGINFFRS, PLANNERS & SURVEYORS 426 INDIANTOWN ROAD 951 COLORADO AVENUE 117 SOUTH SECOND STREET P.O. BOX 72' SUITE 410 SUITE 202 JUPITER, FLORIDA 33458 STUART, FLORIDA 33494 FORT PIERCE, FLORIDA 33450 SCALE: DR. NO: 82 - 225 1 SHEET 7 Of / / DATE I BY DESCRIPTION REVISION JOBNO. 82-225 SEAL !� '•ku �T 3 I �� CON:; t. 6 vL c G w CARL n� FOR CONTINd.ATION ,, £f MONN PL AN3 �OPNTRI C[ FNa- GV CONSTFr TIO CONST t' g BOX } iw t Idat rp din «s i�hn+ ✓L''" f ✓`}°.:d•t Fa('M�q,`TAW ``i bn�b s:.`,"' a a. Y *r g' ffa, y " ;. ,, x.' 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' iw'kati �`+'. � x �W � ^::�v ,.., x,e � �, -^.x ��" a ' -. :�`f Y u .� �a je�•� ,"ky�s 9 -� �:� .... o ,. .q,. . .. `•d/ 9w. �`.. . _arc' ....:. � � ....0 " rz ...�a: _.... � _ _ ., _�>''., .- _,,..a ... ,'Ck,...r _,.3#�' ,, i .. ._.� k•.a WATER DISTRIBUTION AND SEWAGE COLLECTION PLAN g/2y/83 rL�C WATER S0NEK RL,gLIMEN%e INT FIELD DRAWN BY . '/Ck CHECKED BY A. J. F h D-TE AUG. /0, 1983 t INDAM HRO'ANIN(,, f I RRARI N HE LP, I ROvi IN( cL R p' " �, N m '`;v c7 ..,. z z a m ' CLEARINS, GRUBBI'i AND GRADING NOTES AND SPECIFICATIONS GENERAL NOTES AND SPECIFICATIONS 1. CLEARING SHALL BE LIMITED TO CONSTRUCTION AREA AND/OR AS 1, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL DIRECTED BY THE OWNER OR HIS REPRESENTATIVE. EXISTING BUILDINGS, STRUCTURES, AND UTILITIES THAT ARE Na GRUBBING of ALL STUMPS, ROOTS, BURIED LOGS OR OTHER UNDERGROUND, ABOVEGROUND, OR ON THE SURFACE AGAINST OBJECTIONABLE MATTER SHALL BE TO A DEPTH OF 18" BELOW CONSTRUCTION OPERATIONS THAT MAY BE HAZARDOUS TO SAID NATURAL GROUND OR DESIGN GRADE WHICH EVER IS LOWER. FACILITIES AND SHALL HOLD AND SAVE THE OWNER HARMLESS AGAINST ALL CLAIMS OF DAMAGE, 3, DEBRIS REMOVAL: ALL DEBRIS SHALL BE REMOVED FROM THE AREA " _ AND LEGALLY DISPOSED OF, DEBRIS MAY BE BURNED UPON OB- n 2, WHERE UNSUITABLE MATERIAL IS ENCOUNTERED, IT SHALL BE TAINING PROPER BURNING PERMITS, ANY UNBURNED REMAINS ARE REMOVED TO A DEPTH AND AREA AS DETERMINED BY THE ENGINEER To BE REMOVED FROM THE CONSTRUCTION SITE, THEN BACKFILLED WITH APPROVED SELECT MATERIALS AND GRADING SHALL BE LIMITED TO ROADWAYS, RETENTION AREAS COMPACTED TO 95% DENSITY BASED ON MODIFIED PROCTOR TEST , 4... PROCEDURES, - AND SWALES ONLY, AREA GRADING WILL BE DONE BY OTHERS, Xiv 3, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED 5, ALL ExcEss MATERIAL SHALL BE DISPOSED of BY THE CONTRACTOR Y .,ti R,< AS DIRECTED BY THE OWNER OR ENGINEER, TESTS AND SHALL SUBMIT REPORTS BY AN INDEPENDENT TESTING 6, GRADES SHOWN ARE FINISH GRADES, LABORATORY APPROVED BY THE ENGINEER, 4, ALL WORK SHALL BE PERFORMED IN A WORKMANLIKE MANNER AND . SHALL CONFORM WITH ALL APPLICABLE CITY, COUNTY, STATE, MINIMUM CONSTRUCTION INSPECTION CHECKPOINTS AND FEDERAL REGULATIONS AND/OR CODES, INCLUDIfJG OSHA,`. THE CONTRACTOR SHALL OBTAIN ALL PERMITS AND LICENSES THE ENGINEER OR HIS AUTHORIZED REPRESENTATIVE (746-9248) SHALL BE NOTIFIED: REQUIRED TO BEGIN WORK, 1, PRIOR TO ANY MAJOR DEVIATION FROM THE APPROVED PLANS, 5, ALL CONCRETE SHALL DEVELOP A 28 DAY COMPRESSIVE STRENGTH 2, PRIOR TO BACKFILLING OF TRENCHES CONTAINING HYDRAULIC CONDUITS, OF 3,000 P,S,I, UNLESS OTHERWISE NOTED, SO THAT JOINTING MAY BE MUTUALLY APPROVED. 6, ALL REINFORCING STEEL SHALL CONFORM TO ASTM A-615-60, r 3, UPON COMPLETION OF SUBGRADE COMPACTING, 4, AT THE TIME OF DELIVERY OF BASE MATERIAL, 7, THE CONTRACTOR SHALL GIVE THE ENGINEER 24 HOURS NOTICE PRIOR TO REQUESTING REQUIRED INSPECTIONS AND SHALL SUPPLY 5. UPON COMPLETION OF THE BASE AND PRIOR TO PRIMING, ALL EQUIPMENT NECESSARY TO PROPERLY TEST AND INSPECT THEL 6, IMMEDIATELY PRIOR TO AND UPON THE FIRST APPLICATION OF THE PLANT - COMPLETED WORK,� MIXED WEARING COURSE, I'h,.,f - _ '^ ^ n,•:' ,,.I,.f . 8, THE CONTRACTOR, SHALL COORDINATE PROJECT CONSTRUCTION ANDI; 7. UPON COMPLETION OF CONSTRUCTION, A FINAL INSPECTION GIVE ADEQUATE NOTIFICATION TO ALL AFFECTED UTILITY OWNERS WITH YOUR REPRESENTATIVE,kill WITH REGARD TO THE NEED FOR REMOVAL, RELOCATION OR ALTERATIO N OF THEIR EXISTING FACILITIES SUCH AS FLORIDA POWER AND LIGHT CO., SOUTHERN BE ! BELL TELEPHONE, .CABLE T\ , ., ,, .,„_ .";" ',��s I r, �* Psi l;� w4i 11 •. � { i .,n v � �x +. w .x ETC„ .r � � , � �,.. � �� � . t ;. 9tb, , ":"s ,�. kn ,a `duavS° r t ^e L tfP �` ...«..;: ..«.�it��, -y Lot 9. THE CONTRACTOR SHALL GUAR �,, .. : . . ,M. r ,.,.,> ANTEE ALL WORK AND fIATERIA ;,.' w k , , tU� tt,,14„IrYi FOR A PERIOD OF ONE YEAR FROM THE DATE OF PROJECT A ACCEPTANCE, DURING WHICH ALL FAULTY CONSTRUCTION AND/OR SANITARY SEWAGE COLLECTION SYSTEM,kh MATERIALS SHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE. 10. THE CONTRACTOR SHALL VISUALLY EXAMINE.THE CONSTRUCTION SITE TO 1. ALL PVC PIPE SHALL MEET FORT PIERCE UTILITY AUTHORITY STANDARD DETERMINE THE AMOUNT OF CLEARING AND EXISTING FACILITIES TO BE SPECIFICATION FOR SANITARY SEWER COLLECTION SYSTEM SECTION II-1.4 r � '"�� S'C• Iv, ` REPLACED, REMOVED AND/OR RELOCATED WHICH MAY BE REQUIRED IN " " ORDER TO COMPLETE THE WORK, 2. MAINHOLES SHALL BE CONSTRUCTED USING HARD BURNED CLAY BRICKS CONFORMING TO ASTM C-32, GRADE M,A, OR SEGMENTAL CONCRETE 11. THE CONTRACTOR SHALL GIVE THE ENGINEER 24 HOURS NOTICE PRIOR TO REQUESTING REQUIRED INSPECTIONS AND SHALL SUPPLY ALL EQUIPMENT MASOlJRY UNITS CONFORMIING TO ASTM C-139, AND PLASTERED WITH NECESSARY TO PROPERLY TEST AND INSPECT THE COMPLETED WORK, PORTLAND CEMENT MORTAR ACCORDING TO ASTM C-270, PRECAST 12 THE CONTRACTOR SHALL COORDLNATE PROJECT CONSTRUCTION AND GIVE MANHOLES MAY BE USED AFTER APPROVAL OF SHOP DRAWING BY THE ENGINEER. ADEQUATE NOTIFICATION TO ALL AFFECTED UTILITY OWNERS WITH REGARD TO THE NEED FOP, REMOVAL, RELOCATION OR ALTERATION OF THEIR EXISTING 3. BEFORE PIPE IS LAID OR STRUCTURES BUILT, THE TRENCHES AND FACILITIES SUCH AS FLORIDA POWER AND LIGHT CO., SOUTHERN BELL EXCAVATION SHALL BE FREE FROM WATER, DEWATERING OPERATIONS TELEPHONE, CABLE TV, ETC, SHALL CONTINUE UNTIL BACKFILLING IS COMPLETE, BACKFILL SHALL 13 THE CONTRACTOR SHALL GUARANTEE ALL WORK AND MATERIALS FOR A PERIOD BE CLEAN AND SAND FREE FROM ORGANIC OR DELETERIOUS MATERIAL. OF ONE YEAR FROM THE DATE OF PROJECT ACCEPTANCE, DURING WHICH ALL 4, INFILTRATION SHALL BE LESS THAN 250 GALLONS PER INCH DIAMETER FAULTY CONSTRUCTION AND/OR MATERIALS SHALL BE CORRECTED AT THE PER 24 HOURS PER MILE OF GRAVITY SEWER PIPE BELOW WATER TABLE CONTRACTOR'S EXPENSE. AT TIME OF TESTING, 14. SUBSEQUENT TO COMPLETION OF THE CONTRACT WORK, BUT PRIOR TO 5. INHERE WATER AND SEWER MAINS CROSS WITH LESS THAN 18" VERTICAL SUBMISSION OF THE REQUEST FOR FINAL PAYMENT, THE CONTRACTOR SHALL CLEARANCE OR ANYTIME A WATER MAIN CROSSES UNDER A SEWER, THE PREPARE, IN DUPLICATE, RECORD DRAWINGS OF COMPLETED SITE SEWER WILL BE 20 FEET OF EITHER CAST IRON OR CONCRETE ENCASED CONSTRUCTION SHOWING FINAL LOCATION BY ROADWAY CENTERLINE VITRIFIED CLAY PIPE, CENTERED ON THE POINT OF CROSSING, WHERE STATIONING AND/OR OTHER ACCEPTABLE MEASUREMENT, ALL LINES, A WATER MAIN PARALLELS A SEWER MAIN, A SEPARATION OF AT LEAST FITTINGS, VALVES, SANITARY OR DRAINAGE STRUCTURES, ETC., ALL 10 FEET SHALL BE MAINTAINED. REVISIONS TO THE ORIGINAL PLANS, REQUIRED DEPTHS AND INVERT 6. DUCTILE IRON PIPE SHALL BE BITUMINOUS COATED CONFORMING TO ELEVATIONS, AND ALL INFORMATION NECESSARY TO LOCATE AND/OR OPERATE ANSI A21.5 AND ANSI A21.51 AND SHALL BE LINED WITH CEMENT THE IMPROVEMIENTS CONSTRUCTED UNDER THIS CONTRACT MORTAR CO;JFORMING TO ANSI A21.4. tf r, 7. BACKFILLING: THE BACKFILL ARO UND THE PIPE TO A DEPTH OF OiJE FOOT ABOVE THE PIPE SHALL BE COMPACTED TO NOT LESS THAN 98 PERCENT OF THE MAXIMUM DENSITY AS DETERMINED BY AASHTO T 180.� STANDARD COLOR STAKING FOR UNDERGROUND FACILITIES SHALL B THE REMAINING BACKFILL TO THE SURFACE OF THE GROUND SHALL BE ADHERED TO: COMPACTED TO NOT LESS THAN 96 PERCENT OF THE MAXIMUM DENSITY THE UNIFORM COLOR CODE THAT IS NOW MOST COMMONLY USED IN AS DETER MINED BY AASHTO T-180. MONTE CARLO DATE EQECF_MAIN SPECIFICATIONS 1, FORCE MAIN SHALL BE CONSTRUCTED OF 4" AND 6" PVC CONFORMING TO AWWA STANDARD C-900-75, PVC 1120, SDR 18, HAVING AN OUTSIDE DIAMETER (O,D,) EQUIVALENT TO CAST IRON, PIPE SHALL BEAR IDENTIFICATION MARKINGS IN ACCORDANCE WITH AWWA STANDARD C-900, 2, MINIMUM COVER OVER FORCE MAIN SHALL BE 30 INCHES BELOW FINISH GRADE, 3, ALL FITTINGS SHALL BE MECHANICAL JOINT, 4, ALL VALVES SHALL BE OF THE NON -LUBRICATING ECCENTRIC PLUG TYPE, BODIES SHALL BE CAST IRON WITH MECHANICAL JOINT ENDS, VALVES SHALL BE MINIMUM 175 Pst WORKING CLASS, VALVES SHALL HAVE A BALANCED PLUG, COATED WITH A RESILIENT MATERIAL SUITABLE FOR USE WITH DOMESTIC WASTEWATER, VALVES SHALL BE DE ZURIK, 0400, FIG, 118, F. 6, RS16, OR EQUIVALENT, 5, CONSTRUCTION AND PRESSURE TESTING OF FORCE MAIN SHALL CONFORM WITH APPLICABLE SECTIONS OF SPECIFICATIONS FOR THE CONSTRUCTION OF WATER DISTRIBUTION SYSTEMS FOR C-900 PRESSURE PI.PEIIN ACCOR- DANCF WITH AWWA. DRAINAGE 1, PIPE TRENCH SHALL BE DRY WHILE PIPE IS BEING LAID AND "BEDDED" AS PER DETAIL AND SECTION 1130, DOT STANDARD SPECIFICATIONS, 1977 EDITION, 2, ALL REINFORCED CONCRETE PIPE SHALL CONFORM TO ASTM C-76, CLASS Ill (3),WALL A OR B, JOINTS SHALL BE "O-PING" TYPE, AND CONFORM WITH SECTION 941, D,O,T,STA.NDARD SPECIFICATIONS, 3. ALL CONCRETE SHALL DEVELOP A 28 DAY COMPRESSIVE STRENGTH OF 3000 PSI, 4, ALL REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING WITH ASTM A-615-68, ( FY+ 40,000 PS.I.) 5. TRENCH EXCAVATION AND BACKFILLING OPERATIONS SHALL MEET REQUIREMENTS OF SECTION 125 DOT STANDARD SPECIFICATIONS, ' c 19 R GIVEN A 77 EDITION, PARTICULAR EMPHASIS HA IS I� G TO A.P,TICLE 125-8.3. BACKFILLING OPERATIONS, THE CONTRACTOR SHALL PROVIDE FOR THE NECESSARY DENSITY TESTS TO COMPLY WITH THIS SECTION. 6, DRAINAGE STRUCTURES SHALL BE CONSTRUCTED AS PER DETAIL,�p § KUAJNhT Jr L1r1LAIlUNJ y"xs 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH APPLICABLE! FLORIDA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS, 1977. EDITION � 2, SUBGRADE SHALL BE STABILIZED 8" AND COMPACTED TO 98% MAX, DRY DENSITY IN ACCORDANCE WITH AASHTO T-180, EXTENDED 611-1 BEYOND THE BASE, 3, BASE: SHALL BE 6" LIMEROCK CONSTRUCTED IN TWO (2)'COURSE AND COMPACTED TO 98% DRY DENSITY AS DETERMINED BY AASHTO T-180 PROCEDURES, MINIMUM PERCENTAGE OF CARBONATES SHALL V BE 95% FOR OCALA LIMEROCK AND 70% FOR MIAMI LIMEROCK,'` EXTEND BASE 6" BEYOND SURFACE COURSE : ' % r 4, A PRIME COAT OF CUT -BACK ASHPALT OR TAR SHALL BE APPLIED AT THE RATE OF 0.25 GALLONS PER SQUARE YARD. 5, SURFACE COURSE: i" TYPE S-1 ASPHALTIC CONCRETE 6, THE CONTRA TOR SHALL RETAIN THE SERVICES OF AN APPROVED INDEPENDENT TESTING LABORATORY OR LABORATORIES TO CONDUCT,; ALL REQUIRED TESTS ON SUBGRADE, BASE AND SURFACE COURSE MATERIALS, TEST RESULTS MUST BE SUBMITTED PRIOR TO ANYO. ' REQUEST FOR PAYMENT OF ITEMS.LISTED ABOVE, INDEPENDENT' 7, TESTING SHALL APPLY TO WATER AND SEWER CONSTRUCTION ALSO, SHOULD ANY COMPACTION TEST FAIL TO MEET SPECIFICATIONS AS SHOWN HEREIN, THE CONTRACTOR SHALL AT HIS EXPENSE CORRECT ALL DEFICIENT WORK AND SUBMIT LABORATORY TEST RESULTS SHOWNING COMPLIANCE WITH THESE SPECIFICATIONS, 8, ALL UNDERGROUND UTILITIES WITHIN AREA OF ROAD CONSTRUCTION SHALL BE INSTALLED PRIOR TO CONSTRUCTING ROADS, 9, MUCK: ANY ORGANIC OR OTHERWISE OBJECTIONABLE OR UNSUITABLE MATERIAL ENCOUNTERED IN THE AREA OR ROAD RIGHT OF WAY SHALL BE STRIPPED AND BACKFILLED WITH SUITABLE SUBGRADE MATERIAL, 10, ALL WORK TO CONFORM TO COUNTY SPECS OR DOT SPECS WHEN` J.. REFERED TO BY COUNTY SPECS,"�.ha�?II •I". L. BY DESCRIPTION REVISION FIELD: DRAWN BY: G.P CHECKED BY: A.✓.E DATE: AUG /G, /983 JOB NO. 82 - 225 I 1, INSTALLTION OF, -MAINS- INSTALLATION MUST BE IN ACCORDANCE WITH THE LATEST AWWA STANDARD C600, ALL INSTALLATION PRO- CEDURES MUST ALSO BE IN CONFORMANCE WITH THE PIPE MANUFACTURER'S RECOMMENDATIONS, PRIOR TO COMPLETE BACKFILLING, EACH JOINT SHALL BE LEFT EXPOSED FOR VISUAL OBSERVATION DURING TEST OPER- ATIONS. 2, MINIMUM COVER OVER WATER PAINS SHALL BE 30 INCHES, MINIMUM COVER OVER SERVICES SHALL BE 20 INCHES, 3, POLYVINYL CHLORIDE (PVC) PRESSURE PIPE AND COUPLINGS SHALL BE PVC 1120, DR 28, CLASS 250 HAVING AN OUTSIDE DINIETER (OD) DIMENSIONS OF CAST IRON PIPE (C,I,) CONFORMING WITH AWWA STANDARD C-900, PIPE AND COUPLINGS SHALL BEAR IDENTIFICATION MARKINGS IN ACCORDANCE WITH AWWA C-900, 4, PVC PIPE SHALL BE JOINED BY ELASTOMERIC (RUBBER) GASKET COUPLINGS CONFORMING TO ASTM D31 39 AND HAVE THICKENED INTEGRAL BELLS, STORAGE HANDLING AND INSTALLATION OF PVC PIPE SHALL BE IN ACCORDANCE WITH THE MANUFACTURFP,'S LATEST RECOMMENDATIONS AND INSTRUCTIONS. 5, ALL FITTINGS SHALL BE MECHANICAL JOINT DUCTILE OR CAST IRON CONFORMING TO THE REQUIREMENTS OF AWWA C-110 OR C-111 AND SHALL BE CEMENT MORTAR LINED IN CONFORMANCE WITH AWWA C-104 LATEST REVISION, 6, JOINTS SHALL BE MECHANICAL JOINTS AND SHALL BE OF THE STUFFING BOX TYPE AND SHALL CONFORM TO THE LATEST AWWA STANDARD C-111 AS REVISED, 7, ALL GATE VALVES SHALL BE BUBBLE TIGHT RATED FOR 200 PSI WORKING PRESSURE AND BE IRON BODY BRONZE MOUNTED, DOUBLE DISC, PARALLEL SEAT, NON RISING STEM WITH MECHANICAL JOINT ENDS IN CONFORMANCE WITH AWWA C-500-71, VALVE BOXES SHALL BE CAST IRON AND WITH THE WORD "WATER" CAST ON A STAY PUT TYPE COVER AND PAINTED YELLOW, 5 INCH MINIMUM DIAMETER AND OF THE ADJUSTABLE TYPE, A CONCRETE PAD SHALL BE POURED AROUND TOP OF BOX, 8, DISINFECTION OF WATER MAINS SHALL BE IN ACCORDANCE WITH AWWA BULLETIN C-601 , SAINT LUCIE COUNTY, AND SHALL SATISFY ALL FLORIDA DEPARTMENT OF ENVIRONMENTAL REGULATION, ~' 9, POLYVINYL CHLORIDE PIPE SHALL CONFORM WITH ASTM D-1785, SCHEDULE 40. (PIPE 3" AND SMALLER), 10, WHERE WATER AND SEWER MAINS CROSS WITH LESS THAN 18" VERTICAL CLEARANCE OR ANYTIME A WATER MAIN CROSSES UNDER SEWER, THE SEWER WILL BE 20' OF EITHER CAST IRON PIPE OR CONCRETE ENCASED VITRIFIED CLAY PIPE, CENTERED ON THE POINT OF CROSSING, WHEN ., A WATER MAIN PARALLELS A SEWER MAIN, A MINIMUM SEPARATION OF. AT LEAST 10' SHOULD BE MAINTAINED, 11. AFTER THE PIPE HAS BEEN LAID AND TRENCH PARTIALLY BACKFILLED, THE PIPELINE SHALL BE SUBJECTED TO A HYDROSTATIC PRESSURE OF 150 P.S.1.G. FOR A PERIOD OF NOT LESS THAN 1 HOUR, ALL JOINTS. AND FITTINGS SHALL BE INSPECTED, AND ALL VISIBLE LEAKS SHALL z 'BE REPAIRED AND MADE TIGHT, WATER, MAIN PRESSURE SHALL REMAIN AT 150 P,S,I,G. AND MAINTAINED FOR A PERIOD OF NOT LESS THAN 2 HOURS, DURING THIS PERIOD LEAKAGE RATES SHALL NOT EXCEED 12 GAL/INCH DIAMETER,/1,000 FEET OF PIPE, IF LEAKAGE IS AT A RATE IN EXCESS OF THAT SPECIFIED, THE CONTRACTOR SHALL CORRECT THE DEFECTIVE WORK UNTIL LEAKAGE IS REDUCED TO WITHIN ALLOWABLE "3 F LIMITS. SERVICES AND FIRE HYDRANTS SHALL BE INSTALLED AND I TESTED, 12, BACKFILLING: THE BACKFILL AROUND THE PIPE TO A DEPTH OF ONE ' FOOT ABOVE THE PIPE SHALL BE COMPACTED TO NOT LESS THAN 98 ' PERCENT OF THE MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180, THE REMAINING BACKFILL TO THE SURFACE OF THE GROUND SHALL BE: COMAPCTED TO NOT LESS THAN 96 PERCENT OF THE MAXIMUM DENSITY; :'. AS DETERMINED BY AASHTO T-180, c i x r a LINDAHL, BROWNING, FERRARI & HELLSTROM, INC. t. CON >ULTINU FNC.WE L RS, PLAN NF R x 426 IN DIA N70WN ROAD 951 COLORADO AVENUE I17 SOUTH SLCOND STREET « �. °`•.',+`w. P.U. BOX 727 SUM 410 SUITE 202 JUPITER. FLORIDA 33458. SIPART, FLORIDA 33494 FOR' PIERCE, FLORIDA 33450 SCALE: N. T. S. DR. NO, 82- 225 SHEET // Of ✓ / ]i dJ � C A mf x + d t 11 i bfv si �I 4v it �.n Hwy,.. �rW.Yw+w�y +v � + s J. L + .S w t x, . t»w y n � ` . .. . r >� I w. J: r .. cv a e. xy f t n i ^Ss A ryry. ":, f tf 4 h i f ivf � Y r N� -A si J 0 H N RANDAL 414 M im Mc DONALD A R C H I T E C T S + A S 5 0 C I A T E S L A U D E R DA LE BY- THE -SEA 0 5 — 7 7 1 - 1 2 7 0 3 COPYRIGHT THE ARCHITECTURAL DESIGN AND DETAILED DRAM NGSFOR THIS BUILDING ARE THE LEGAL 4%. HIT PROPERTY OF T A THEIR USE FOR CONSTRUCTION AA OR REPRODUCTION IS PROHI- SITED UNLESS AUT14ORIZED IN WRITING BY THE ARCHITECT. 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HEIGHT. � � `r• '�/� WALLS 5!A'_!_ rA.c b4n'iY9- A'J' F TY?E Gilb � 'e _ CJJNL7UtT-FOR Au�O'YtsU^.t_ STSTC-.M_ ��,,���/lyj *%Vc.4 �,y% {"'�y� r Nt C. ta2��-tr✓Ir - �AEn,fEi rl-•�� �' LL �I t � T1 � V �A, i j J1� A-2 JOHN RANDAL Mc DONALD A R C H! T E C T S A S 5 0 C I A T E S LAUDERDALF-BY-THE-SEA 3 0 5- 7 7 1- 1 2 7 0 COPYRIGHT THE ARCHITECTURAL DESIGN AND DETAILED DRAWINGS FOR THIS BUILDING ARE THE LEGAL PROPERTY OF THE ARCHITECT. THEIR USE FOR CONSTRUCTION OR REPRODUCTION IS PROHb SITED UNLESS AUTHORIZED IN WRITING BY THE ARCHITECT. L i i ` f -1 -1 - s s. r/ 5 . r 14 - -2_R_. r i f-'L-. JOHN R ANDA L Mc DONALD A R C H I T E C T S AS S O C I ATE 5 l ERD rBY- .SEA 3 1 - 7 0 U) I IIIIIItIIIII51 --moor% "n VIM. "-Was I00, IIIIIIjW IIIIII01 �A IIIIII IAIA. .. .... ... 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