Loading...
14-552-013.. - - -'_-- -- -- --- i -_ - : -___ -" - __. -.__. , - - -- - -' -- - -- _ _ - _ -- - - - i ---- f -- - -- - ---- ! i. - - - ---- - __ _ - _ _ _ -_ - - - - - - - - - ELEPHONE - ._. -- - . __. - 1•� EXIST. T __ __- UNES - -� _ __ - - . - _ . _ - - __ i CATCH BASIN ------.- _ _- _ _ _ - - - -- =-- --- - - - - -- - -_ -- + -_. --_ -- -- I -- &iSTORM trfANHOLE___---- - - --y° ____ --- - -__-- - -- _ ..1... .- - - - - -- _ - --- - - -- ... - - - IRE _ - - -- - - -- - - - - -- - -- NE -- - - -- _ . -.. - _ -- .- __ - _ .. -•- -------- ___ ___ _ -. - - - EXIST TEtEPHO EXIST DRAINAGE P _ - - I - _ - - _ - - - - ' - __:_.:' __: _. _�! ^ --_ ---- LINES __isgii_UNKNOWN )-_- - _ ___ __- �'._ __ - - - -- - -- -_ - Ian ) __-__ _ __ . �- _ STREET_ _ ,:- ---- - __ ___ -- - - - --- - - __ - - - : - - _ - ___ -- 7- -_ • Apth _ - - - -- ' _ _ _ _ _ - _ - C _ -_._ - - - _ _ - - _- - �1- - ! I - - i FLORI PAD'�OWER k LIGHT'S t �. _ 1x-- _ - _ - MAltl PER 6 - _.__ - _ -- = -- i --- COMPANY MANHOLE YTii ; S - .. -. - -- -- - --- -- ___ - _ EXIST. 48' R.0 WATER _12362 ----------. - _, _ a.-. :-._ - I - - - RIM EL 13.71 v - 1- - - - - - _ _ _ _ _ - - - - - W.A .D, as -Bunt PLAN E -- --- - -- - _ • -_;-.: :_ -- _ < ,_ �_-- (, ' _ " - - - -_ - - - -- - �- - -- -- - - - --` - -- . - - _ - - - - _. --- _ - - `--- _ - - _ �- I _ -- _ _ -- -- -- --~ - - -- - - �-Z _..�- _ _ _ - __ ­- _ _ -- -- _ _ -± __- -__: -� -- _ _- --- _ . _- _ - PER __- -� - - -- - = '- EXIST. HANDHOLE _ _ �- - _ - - 6 - -- - -- - - - -- - - -- -- _ .. --, - - --- --- EXIST. 16° D.L WATER N . - J_ -� - 1" (.IYP) - W.A.S.D. AS -BUILT PLAN _ EXIST..HANN& _____ _- - ---` -:` STA '10 +OQ SW 58 AVE E- ,2362 -37 _ - - - _ _ -- -- EXIST. DRAINAGE PIPE ____ .- I (NP) I� (SIZE UNKNOWN) - - -- I EXISTING -1' WATER 8" W.M. PER W.AS.D. , . __. 'J-" - -- -- - I - -- YT.AS.O. BUILT PLAN CURS _ _ _ -_ - SERVICE PER AS- 3 i8 i RESTORATION . _ - i L - _ - I _ _ I AS -BUILT PLAN E-12 62 I - - - - - -- - -_ --- -=_ =.T- ,: ,:,. -. ` - -' - .� .- -- - I E- 362 -38 CATCH BASIN INLET I R/W LINE _ - _ .t,' : .t."l -.-� .. ti .::..." y::, ,... > --- I WATER POSTING 1' WATER ' _ EXISTING 2 WATER GRATE EL. 12.18 - _. _ _ • _ _ _ _ _�� °• _ _ _.,; - - EXISTING 1" WATER EXISTING W,A S D. SERVICE PER W.A.S•0. _ . - SERVICE PER ' -A.S.O - - -- - : - - - - - - - _' '' `: .�.. ; ... - -- _ I SERVICE PETt W.A.S.D. sE11VICET PLAN AS -BUILT PLA , ILT PLAN -__ - -.- - - - , -�> ...,.. _•••. -Y': .. • :;:. ,�::�.�..+ �_• __ - _ - - - - - -_. AS -BULL f ;� :�,: �..�+�+- 1?-r"r : - } .Q- q - UNN- -� AS-BUILT PLAN E- 12362 -38 I `` AS-BU _ -__ _ . -" Y t3A4 2D` i91; -= -t T. 12 0.1. WATER E- 12362 -38 h CURE RESTORATION- EY1�362 -38 -:� ► x; 11. i1 _ - _- 'f - }^ ©PER w.A S.D. AS I E- 12362 -38 _ 1 - -__ _ M ,r '= "� = - ` j '- •. r FREESTANDING SIGN _ it 1 r -i - 1 i t E-12362 -37 i I _ :-- : t :. .. i : • _ . ST. flRE _ - _ _ I i 111 f �� Pl i t1 --• -- _ - 1 _ . j' - -- _. - _ . _ - . _ _ - _ _ = - = - - rn� ,�, .�;, _ ,:. :: - LE NYD T - - - _ _:_ - - �l I; t %, I . i- I , . - - - C. -BIDER C7 - _ - - EXIST. HANQHO _ - _ _ _ - _ : - - - I 11 n 1, 1 ` l t = - -.. - -� }, -1ST. CON_ -- _ _ -- - __ ` R E LIGHT - - r' - - _ - - 4�l 1 -I^ x►sT.�coNC +,'i ,,� - - ;r- t I -_- -- - r �� -~` - - -- -� _._ -- - - -- - - _ .___- (TfP }- _ = 1- I tt + E CONTR' L 80X WI ---- y ;'""_ <_�' 1 - -- - '' - I- _ _ - --- - -I , , i i I POLE; i L I- _ - -- -_ - - _ _ - - - - III M " / - -� ._.___,_i _- - s1 I� Y I 11 I I--- PEST ' _' - - ' _ 1 -- - - - 5 , f - _...._ _ ^' ,i t - , !, I ' COPPER -- , . _- _._- _ - - - -- - .- -- -- - _ , Al EXIS I. K REMA fJ; -- �q}< " PRIVATE PROP 1 I< WATER SERVICE EXIST. FIRE 1 ,11 ' T _ - I;,, I ;i ! it ADDPR 'SURE NACU M BR ER - _._..__..- ---- - - "_____- _. - -- -- - 1 •I I I ` / ' FOR `tRRIGATON WATER PER MDWAS _ - HYDRANT ` - - - -- - 'ii Ii i ; �I I h �, 'I WS A19 (SHEET 1 OF 4) D = - _ . _-: - "-_ -- - - _ - i 1 , 1 . _..___ =- -- PROP. 6" -= - : =3 _ _- _ ,; I u� ': F - - -- . - :. :: -_ - -- -_ . - . _:_ »_ - _- - _- 1 - �- I I I _ 90' BEND :- = - - _ - -._ - _ _ - -- -- _ I�- i i 1: i t t i I 'I t ",r. i PROP. 6" _ - - _. _ - , - l;- - i i N 45' BEND - ,1 _ =- -` =---- EXIST. 3" WATER MAIN (PER I II i I I iI tiROPRTY UNE IRp,SH LIRE :-_ _ _-_ _ -- - "--= _ .-- - _ -� - -z� - t:. -- f =-== ,,, ., i I i a �� ? t, ,� L, Et1CLOS �� _ I �-` - '` -- �. ; �; W.A.S.D. AS -BUILT PLAN I , y 1 ; N I I; __ -�°�= -_=- -- � f 9 EU -194) TO BE CUT &CAPPED i ( I +, 110 I 1 i I II It } +.' •',I // I \ ,l1 FIRE LINE UP TO ALARM SYSTEM ASSEMBLE - BY M -DWASD FORCES ® A I , , I 1 I _.__. --- i t ;` j OWNER'S EXPENSE 6 p i �' I _ �-- 1 t ;� i __ \ \ STA 9 +25.5± (10.5'± LT) I I 1 � ____._--``- _ - -}- I ' ;Ii ,;` - �. ' 11 \ `' REMOVE EXIST. PLUG & i I m w �_ =v� G 11 I `. /�! : � IV ) FLUSHING VALVE AND i it S;I- -cos I ONR�f:�WALL ;I 1 ! ;�'- %/ Mr"� B�oPOSED a , C ONNECT TO EXIST. 12 "� i + ' ��i !`, h ;i ,� �' :!' n� �-� P i ; � `= D.I.P. WATER MAIN WITH 12" 1 1 �' 11 I , '�' GATE VALVE ;�',';; ' ' oi' II '� �' ;' / „�'�`:� - tiOMPACtOR X4,600 SQ° PE nAt+ may, EXIST. 3" WATER MAIN TO 1 6- I Z �� 1 i' r �� ;;';' ' - `. PRUTGTYPE = BE ABANDONED IN PLACE a I � ;W i 11 •' %` ``' `� i' ONVE�`NINE THRU I 11 ���" ;', `�� - - I N - CHAMFER DRIVE �,f , e T NT �11 ,I �� I i I - . i,1u � HT HAND - _-- - I„�� I , !I Fo RIGHT f�itit<9{i1Pi?I .,11 - asia..GtiNE 1 �1 - -• -• -- ! cn 'n'k , c Eit P3aipr, ntl 11'? li4;;i.N, °::: ,. PROP. 1194 LF- i ` 1' 1 - -- - - -- i - "� 1 ALA .,PI1RIKt : RAT . 12 "SS D.I.P. WATER I v f� _ _ . _ o - .,�:F- - - - - - -- Too _ - .i -- -' It1 -; CO F.F.E. 14.25 I - it'tipIIFVF�aLnITt2.t).Hrxs;`Ah :Pl;r.sAPlDPII MAIN i � I (• _1 - _ N84 21 E-- - ._: _ , -=- _ = - - 11 `i, PROP P. 3AC . II E_ __ _.__ _ -- _ _-:- -- . - LINE :,, PRIVATE PROP. 6' bQ � :.,.� J I `' _ PROPERN 6 ii �� _ _ __- �. _ Y 1 D.I.P. _FIRE LINE I'` _.. - - 1 i Raw UNE - - 70 T T RE ) I; +.. ,;, s `.�� PARKING SPACES PRpP._32- -LF - -- 2" HOPE - -- : - _-_ I,,,,, - __ o Ai- ETE D _ --- WATER SERVICE PER WS 2.16 } ' '�-+ I :.._::_. .,:: � ® (SHEET 1 OF 4) & 2" 1 I ...L =. __ -= PROP. 6" PRIVATE PROP. 1 X. 'I<' `��& 33 OFF -SITE PARKING SPACES REDUCED PRESSURE ZONE I ; PROP. 3 LF = 45' BEND COPPER WATER SERVICE ~` \'. E`a� BACKFLOW FOR DOMESTIC 1 ! 1 6" D.I. • ® PROP. 6 WATER PER MDWASD WS 4.18 ' �, i W.M. 45' BEND ^i= _� ^ - - -- : _ - i - -1. 111 _ ___= = == - �, `�1; -- - STA 8+12.4 (10.5 LT) }; I PROPOSED 1 -1/2" X 2" CORPORATION !1 , i STOP PER MDWASD WS 2.16 (SHEET 11, I 1 OF 4) ( ii 0 __ __- -- - - -y --. Y �t. I ' I __yX .max------ -X - - -' II 1 '; i CD STA 8 +02.4 (10.5' LT) I I +' PROP. 12 "X6" TEE, 6" GATE I . V TIED TO TEE FOR FIRE 1 11 � � 4 -- HYDRANT ASSE BLY PER ppy 1 / � 1'M ` ' ; . PROP. 6" DOUBLE DETECTOR CHECK I I AX. I ALVE PER MDWASD WS 4.20 & FIRE I I i LIEPARTMENT CONNECTION W/ POST ' I ' 3} " i INDICATOR VALVE [ -,''" r- I�� STA 8 02 4 124 5' RT) ::� \ ii/ , :.. \ �/ \' t ". r i 0 ; 1 � \ \\ / lh_ •---- --- -- -- -- _y1-. GE 1 O - - - 1 PROPOSED SERA O CO __ 1. `\ I . / -- -" -. 1. I DRAINFiELD I �� _ - _.- -­ - _. _ _. - _. --- - - OPOSED SEWAGE " ­­=­= I RESERVE AREA _ >t SEPTIC SYSTEM \`' EXIST. OVERHEAD 4 - - - I ELECTRIC -- = -_�- --- ___._ = - -- - J . , E ------ �`��GUY 1MRE _ - -- --_-_ - E�._�: (TYP.) .EXIST. UTIUT� - - - -___- • ----- . _ 'E` � e'�- MDWASD WS 4.' 0 i i ' I " 1 , POLE (TYP) -- . .--- ---• _ = = _-- �E. --=- -®- I I 1 1 " PROP. FIRE HYDRANT ___-- �.__ --�= E,- �'T.'T to rl 1 STA 7 +92 5 (10.5' LT) I II 1 i 1 z iI I PER WS 4.50 r _ -- _ _-_ ." c--- e- - • - ' t,Ii _ - , - O,_•> 1 _1 __ -_ PROP. 12 X6 E, 6' H I i __ _ =-- --- =- _ - - -_ =- - ; I I , p I ; . _ ; ��, PROP. 3 LF -� _ _ -F PROP _�, _ - - _ � ; �.. T� 6' (� 1 1 AT VALVE TIED TO TEE i -� `' \ --_ - - - 1 1 i1 GATE y I i 6" D.I.P -FIRE LINE�J E---- WALL ( ) ._..--o • t -_ - i -_ - I _ E, �� ;_- �---- wGH . -- - - - - T I i I I FOR FIRE LINE CONNECTION �,_ i I � to 00 Q - -- -- _ -- -E J - I ,! -E '- .t .1 ' -- I- , i I - �_ -- _ i , i. _ �I i I ! 'i 'I - --i - -- , - - -..-__ > t I i . ° i AsBo °19'56" �, : r� =^ ;'- i S84 °1146"V'J 1 L 1 '; //1�I\ I 1, I i; I -! 1 STA 7 +29.00 (10.5 LT) ,1 ;i i', "' R�25.O0' otxl atAfoue N5a 4S.GW ; . �, .cf -�`•R: -, :, r. �;. ��„ ' i i I D I - - - _ - - ,. t tit t`. c� 1'`u "tosmnlsrAxck_n�s >;_NC -� •mss:- ':t':� s= c_i +:- �� LINE it j i ! v I_._. - L- -� TEE T t z o I I, z I L =39.4 -.a j=- K _, -- __ R�W I I I _• 1 -- I PROP. 12 X 12" 11 � I I _ - ,• �gi� -9-r� ::�: �: - , i i - - U r.= , pi... .. -: - "1 I1-_ - :..i I� I i - - � CN BA 6 r I A I I .::i': -. - .,_•. -.t:: -:+_. _ - - -- - T SIN i �r iI - �-..:-. t ° i 1-'r v t m ;i �T `'s• °>..:� •'. >`: : 1.'y'..v_ ... 1 - �, '/ t - -_ - - -- GR TE EL. 11.75 •Ln= a ��_- STA 7 +29.00 13.5 LT) W 0 r. ._ , - _ :.:. -- ,� �- - - - - .. - " I1-" ts5 Wq A , : -:. _ _ ' �"� CATCH BASIN _ - v 1- PROP. 12 GATE VALVE I _ ,, - _-_, _ .. _ 1 :.T I ` - -- - ' , I 11 i , i _7 I � - _ __ - A� - _ - --- %IST. 3' WATER I'l" i 1 CRATE EL. 11.75,_ + MAIN 15.5' L f I ` t �` ° ` _ ... T _ - "- PER WA.S.D. AS-BUILT - STA 7 +29.00 t I i ( i I 1 t 1 - - __ _ - _ .1-a+ - W0 ® PIhN EUfi5_ _ PROP. 12" PLUG & 2'" ' ;.STA 7 +29.00 1 = ::.:: - - -- + _ _ - - - P 'I -- wA� - - l EXIS. WATER SERVICES NOT 6 -- - "S PR P. 12" PL G & 2 -M - _ _ wAT - jAT - - -� - - GAS -- -- BAs - - -- _. USHING 1/AtVEyOUTLET Al W (D H _ ,-- _ ---- (:N GE T. ?E CUT &PLUGGED .-- - - - PER MDWASD_ WS 1:61 -,, FLUSHING VALVE OUTL - _ - ,J_-:-- --- ST. 3" WATER LiNtj PER W.A.S -D® ( ;T _ ukS - -� -_ . _ -, _.__ - - - PER'-MDWASD WS`1.61 - -�AY __ J=-` EU611 -1 IAIN AND. -METERS ` 1d� - -- -- -- - I " wry AS -BUILT PLAN _ _ �:By;.;;�yy�.t FIDMES AT OWNER'S _ _. EXIST. 3 WATER MAIN TO BE t ' W.M. - _ ,1-A, �=--- T St STREET - - - ors - e EXP- SE {'YP) - - _ -- - - - -- - . _ , - -- - - - ; 11, � CUT &CAPPED - BY- M- DWASD EXIST a, 3 .AT - , 51 . !i • _ .-. _ - `_ GAS - - - ` -- - - - = - , __ 7� _ 1 _ �s -s . _- ______ - __ - . _-- GA -- - - .._ - - , - FORCES C� OWNER'S EXPENSE NT -- - - AVE - ___ _ - - - -_- - -- - - - - -- -_._ _ - • - - -- _-_-_4- wAT -ter i 9.88 SW 58 - _ - e%E -- --SAS S - - - - �; t..� = ;, ` �' t SST7 -�A� - -. - -.. - �° "'` :' - STREET, -- - I S + `� ' STA 7 +29.00 , (5.D LT) S 41 STR r PROP. 12" X ;3" TEE _ -- OAS - - � � -- - - - _ - ' I , .,, �'... ' f{r',1 -. GAS . - -"- _ - , - - ; i ZONING � , .;t,.. -� . -­ ,,r _ - C A . ,} _-. STA 7 +29.0 (1.8 LT) _ -- _ j G - -- - I ' , I '� --- - - - - - - -U,aj -.C- -- _ _ __ -- - - - -- - STA 7 +21.01 (5.0' LT) PROP. 12" W ATE VALVE - ' 1. ; 1 - - -- . 1 I ; � i .1 -` "/ _ PI3oP. 3" X 3 TAPPING, i ,1 t 11 'i / y I f - T �/ : /� , � _ - - -..-- -_ _ - -- -- - - - SLEEVE & 3" TAPPING I I i i 1 I ; i . . _ _ . _ , ) ` y 11 " r i _ I i _ M ,:�., __ - - -VALVE- PER °GS • '+ - - 1 I 1 I , -_ -- 1-r -- .- _ -- - 4 I 'i ,i i i ;I I 'i ' ti _ - -- l '.I 1 _ - I ' 1 t t -` -11 - - -- - 1 i- I � ' I I _ I - ii I I i 1 I t I- 1 -_- ---°'- - � I I I l I � t MIAMI -DALE . WATER & SEWED DEPARTMENT I ;E - :A GRAPHIC SCALE WATER PERMIT SEWER PERMIT . 0 WATER MAIN PLAN N 20 D 10 20 40 � - ---- __ _ �•-� 1 "= 20' -O" / ( IN FEET ) 1 Inch = 20 ft. APPROVED APPROVED AS REVISED Know what's beow. BY: tl' DATE: ` ' ' ' v Call before ou dig. FOR ALL PROJECTS WHERE REMOVAL OF UTILITY LINES IS PROPOSED 1. All EXISTING UTILITIES BEING REMOVED AND /OR RELOCATED MUST REMAIN ACTIVE AND IN SERVICE, UNTIL SUCH TIME WHEN NEW REPLACING UTILITIES HAVE BEEN INSTALLED, IN SERVICE, ACCEPTED BY THE DEPARTMENT AND ALL RELATED SERVICES FROM EXISTING MAINS HAVE BEEN TRANSFERRED TO THE NEW ONES, BY M -DWASD FORCES BY OWNER'S EXPENSE AS APPLICABLE. 2. ALL WATER AJIDIOR SEWER FACILITIES LOCATED IN PRIVATE PROPERTY SHALL DE REMOVED AFTER ALL INSTALLED SERVICES FROM THEM HAVE BEEN TRANSFERRED TO THE ALREADY INSTALLED AND IN SERVICE NEW MAiNS. ANY ASSOCIATED EXCLUSIVE EASEMENTS SHALL BE CLOSED AND RELEASED AFTER THE REMOVAL OF THE EXITING WATER AND /OR SEWER, FACILITIES. ..II' • II - - --- - - NOTES: 1. ALL D.I.P. AND FITTINGS TO DE POLYWRAPPED AS PER A 9.0. 2. ALL PROPOSED PIPING AND FITTING TO BE RESTRAINED PER GS 2.0 AS APPLICABLE. 3. ALL PROPOSED CUTTING AND PLUGGING OF ANY EXISTING M -DWASD OWNED WATER MAIN SHALL BE DONE BY M -DWASD FORCES, AT OWNER'S EXPENSE AS IDENTIFIED ON THE PLANS. ALL WATER, SERVICES TWO (2) INCHES AND BELOW FROM EXISTING MAINS SHALL BE DONE BY M -DWASD FORCES, AT THE OWNER'S EXPENSE. 4. EXISTING WATER SERVICE(S) FROM 3" WATER MAIN ARE TO BE CONNECTED TO NEW 12" WATER MAIN UPON ACCEPTANCE OF THE NEW WATER SYSTEM. 5. ALL WATER AND SEWER CROSSINGS PER GS1.5. 1. ALL MATERIALS AND LABOR UNDER THIS PROJECT SHALL BE IN STRICT ACCORDANCE WiTH THE REQUIREMENTS OF THE MIAMI -DADE WATER AND SEWER DEPARTMENT AND SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS AVAILABLE AND ON FILE WITH THE DEPARTMENT. SUBMIT SHOP DRAW94GS FCR AIL MATMI.S. 2. COVER OVER WATER OR SEWER FORCE MA71S SHAIL BE 4' -0' UN. 3. ALL MAIN LINE VALVES SHALL BE INSTALLED COMPLETE WITH 10' RISER PIPES AND NO. 3 OR 53 VALVE BOXES FIRE HYDRANTS AND SERVICE VALVES SHALL BE INSTALLED COMPLETE WITH 6" RISER PIPES AND NO. 2 VALVE BOXES. 4. ALL FORCE MA1 SERVICE CONNECTIONS INTO PRESSURE TRANSMISSION MAINS SHALL HAVE A SHUT OFF VALVE AND CHECK VALVE AT THE POINT OF ENTRY. 5. ALL GRA`.TTY SYSTEMS SHALL BE CONSTRUCTED iN ACCORDANCE WITH DEPARTMENT STANDARDS. 6. ALL WATER METERS WILL BE INSTALLED BY THE MWdI -OADE WATER AND SEWER DEPARTMENT PROVIDING THE APPROPRIATE CHARGES HAVE BEEN PREPAID. 7. FIRE HYDRANT REQUIREMENTS (NUMBER AND LOCATION) SHAH BE AS REQUIRED BY THE MIAMI -DADE COUNTY FIRE DEPARTMENT OR THE APPROPRIATE FINE AGENCY V41H INSTALLATION IN ACCORDANCE WITH DEPARTMENT STANDARDS. 8. CONTRACTOR MUST CALL M -DWASD INSPECTION DVISION TO ARRANGE FOR A PRECONSTRUCTION MEETING 2 FULL BUSINESS DAYS PRIOR TO PROPOSED START OF CONSTRUCTION. CONTACT ONE CALL CENTER 48 FEES PRIOR TO EXCAVATION. 9. CONTRACT INSPECTOR WILL INSPECT ANY FACILITIES APPROVED BY THE DEPARTMENT. ALL OTHER REQUIREMENTS OF THE PERMITTING AGENCY SHALL BE IN ACCORDANCE WITH THEIR STANDARDS AND REQUIREMENTS. 10. WORK PERFORMED UNDER THIS PROJECT WILL NOT BE CONSIDERED AS COMPLETE UNTIL FINAL ACCEPTANCE OF THE SYSTEM BY THE DEPARTMENT AND UNTIL THE FOLLCM114C DOCUMENTS ME RECEIVED AND APPROVED BY THE DEPARTMENT. m EASEMENTS, IF REQUIRED. b. COi1TRACTOR'S WAIVER AND RELEASE OF LIEN. c. ABSOLUTE BiLJ- OF SALE. d. i. CONTRACTOR'S LETTER OF WARRANTY (I.E., LETTER AGREEMENT). ;I. CEVELDPER'S CONTRACT BOND (I.E., CONTRACT AGREEMENT). e. AS- BUILT' PRINTS 2636' SHOWING SPECIFIC LOCATIONS, DEPTH, ETC. OF ALL WATER AND SEWER FACUTIES AS LOCATED BY A LICENSED FLORIDA SURVEYOR, ALONG WiTH PRINTS OF AS- BUILT" WHICH HAVE BEEN SIGNED AND SEALED BY A REGISTERED SURVEYOR. (No. OF PRINTS: 3 -FOR WATER, 4 -FOR GRAVITY SEWER AND 5 -FOR FORCE MAIN OR PLMP STATION PROJECTS). THE DEPARTMENT RESERVES THE RIGHT TO REQUIRE SUBMITTAL ON ELECTRONIC MEDIA IN ACCORDANCE WTNI SEC. 01775 WNETiC MEDIA SUBMITTAL ". f. H.R.S. LETTER OF RELEASE REQUIRED FOR ALL WATER PROJECTS. g. BLL OF SALE SKETCH (8�'xil') FOR WATER AND SEWER, SEPARATELY. 11. ALL NEW CONNECTICNS FROM EXISTING DEPARTMENT MAINS TO BE MADE BY DEPARTMENT FORCES ONLY. THE CONTRACTOR TO EXCAVATE AT REQUIRED LOCATIONS, PROVIDE AND INSTALL MATERIAL WiTH FITTNGS, PRIOR TO TAP. 12, AN APPROVED PRANG AND DRAINAGE PLAN MUST BE SUBMITTED TO MDWASO FOR AIL NEW SUBDIVISIONS PRIOR TO APPROVAL OF WATER AND SEWER PERMIT PUNS, UPON REQUEST. 13. UNLESS OTHERWISE SPECIFIED, ALL TAPS 20 INCHES AND SMALLER FOR CONNECTIONS TO EXISFNG MAINS WILL BE DONE BY DEPARTMENT FORCES. UNDER NO CIRCUMSTANCES WILL THE CONTRACTOR BE PERMITTED TO TAP EXISTING MAINS IN THE SIZE RANGE SPECIFIED ABOVE. THE TAPPING SLEEVE AND TAPPING VALVE ARE FURNISHED AND INSTALLED BY THE CONTRACTOR UNDER THE SUPERVISION OF THE INSPECTOR. ITEM %Inw0 I 01-01. REF. REF. ISSUE DATE APPROVED TTY S TA N D AR D D E T A 11. MIAMI•DADE 03 /01 /2011 v.F.c. STANDARD REQUIREMENTS GS ,'' WATER AND SEWER 0.1-5 ." Du CONSTRUCTION wvLR g � orPArrII�It1 `-- SHEET 1 OF 2 i. AT THE COM LE�IJN CF ANY 1't4TLR AND SEPAEP X08, EIMER DO!IATGN OR CON RAC1, THE CONTRACTCR SL'41p C „R!,1;r: a. GS- Shp, -; pRNtS I`ri,CtI r k BEEN SIGHED AQ SEAtEC BY A FLORIDA IiCLUSEO 1,RCfESS,J':AL SU[6EYOF? AND :'.APPER. (4T -t. CF PR:NIS, AS RECUAED BY THE DEPARTI!FNT.) 2 "AS -NALT" FORI.tAT. a. 24"x1 " FK NFS L. LJCATG'i MA•' 'GALE SHOULD fill I *-`;1 AND GECTIOII- TDifitiSf11P- k- ,.,':GE SriOLI r 6E SH;Sah C. THE 1vQR0 "AS -PL11V IN UkRCE LET'ERS. d. TITLE ELCd'K d•'Tti uEPAR''tMENT 03, DW ';R ER hUMHER AND PERTUIENi !riiORLICT!Oti.. e. PREFERRED SCALE TO BE 1 "= 40' 11,DRIZONTALLY AND T "= 4' VERTICA ',LY'. f STREET tKUTNCtAIORE g. SERAFATE AS- BU,'SS FOR MATER AND SEWER. h. SFPAF!iF WA1FR AND SrWFP PRCFIIE. i. STATIGId'lu STARTING WITH Oi3D AT P RLMAhEIlT REFEfETICE POINT (IE.,'t,"z, ETC) OR AS SIODAN CN C'ES13% FIRM, T PTAh: AND TO R(tJ CO`,ILNIIOUSLf TO F %0 OF b"Aik i EASEMENTS, ,F .ANY, TEE, TO PER/dANEIJT REFERENCE POi%T. L. LENT!Ff AA C-ONTRt% LINES TIE. BLDG. tCI:, PROPERTY UNE, R /W, ETC) I A;I "PR, PE;SED" iNFU:3I+ATION TO HE RtMOVED FRb'm PRNTS, LEAVING ONLY "AS -vOLT' !NFC4MATiON R[FI ECT:) ;N 04A,',;NGS '. 'RAIEP "AS- BJ'LiS- t'LST INCLUDE: ,;. iJhi ':hG: °NG 1-'p,- SIZ , M,`EEA� AND CFFSET CF MAIN, CEFLEC43,115 (if Alc-), STATION OF SERviCES. HICRANTS AN,-1 FITTINGS A- THE M.ANON: (iF FEPPENDICLtAR TO if), AND AT NAM AND D.0 JF SERV:CES If AI:Y. OTHER ANGLE, AND DEflECT13N OF PIPE, IF ANY. b. FR'IFIIE S r0:',1',G TCP (;f QOdN11) AND TOP OF PPE FLB -TIONS AT L':fjTe iCD' STATION MID AT TC CIN - N GRADE (','t�iH CGERESPONGIMt; STAPON), PPE SIZE AND PPE MATERIALS REFERENCED TC f'iA!1 4. SE:,ER'A'S- EJ:TS" IjUST I' auCE: I . PLA`! '.00,4't.G L1: HALE liLMSER, PIPE SIZE AND PIPE MATERitt OF PIPE, DEFLEC113,4, IF ANY (;3RCE PAN Colt), ,Ali,) LOCATION OF LATERALS MTH REFERENCF 10 MANHOLE I­ F +01`11 S- 13,Y1'1'1 MATH6A I'LA T:ER (AS PEP. PLATT), P,M ACID II,vERT LLEVATIONS (IF MORE THAN ONE 11%'ER1, LABEL 1,0' 1'11, SOUTH , ETC), JJl) 5r;IICN STARLtJC AT Uv"-i O +OO AT D0141,SIRFA,.i !1ANi,JEE. 5. FCFCE MAN "AS- B.;LT" SAVE AS V;ATER WIII ABCr,IE. E. EACH AS- -(ALT SHALL SHO'N 1 -F. F16[tTY+ SATE PINNE COORD.NATES (CU ?RENT 1-READ ., USTMENT) OF ALL Tt'E MANHOLES AND• '::.IVES AHD CF Al LEAST TWO 110'1701,TAI COtr'TRC,L P,Df TS P ?�'FFRLY IDENTIFIED AND 1vC.ATEu W-TrWN THE PPOjFLI. ' OD-ER SCALE MA'f 3E FEFtJ,TTED, RUT MUST BE 4�?P;?4tED 8" T11E. DEi - - ---- -` ­­ --- CF CRAG fiG­­ - - -- - - -- I ---- TEM CRGSS SPEC. kFF. k f. LSSuF r"ATE I ApPROM +ED RY S T A 11 D A R D D E T A I L /+ 03 /I i /,-G09 (- V.F C. GS --- I ----- "AS- BUILT" REQUIREMENTS 0.5 %ArEF ,V S[WZR 09; ,IRTUEr - -- - -- i Si ii 2 or 2 ; - { a: A a $. ti 0 ► 0. 1 1 - i i , In; .. ARCHITECT OF F18= Pf CKE GROUP INCORPORATED engineering • architecture • planning 15500 NEW BARN ROAD SUITE 106 MIAMI LAKES, FLORIDA 33014 PHONE. (305) 558 -4124 FAX: (305) 826 -0019 EB1f0004432 CONSULTANT �1/ /, / EDUARDO L. CARCACHE, PE 31914 CKE GROUP, INC. COA -4432 REVISIONS: 6 03/21/14 - PER WASD DRAWING BY: PJB `. DATE: JUNE, 2013 JOB NUMBER: CKE # 1319 : TITLE: CVS PHARMACY WATER MAIN PLAN SHEET NUMBER: : W m COMMENTS: NOT RELEASED FOR CONSTRUCTION