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08-40-021I 100, /oe 1/ r 2'. SCALE, i"- 20' z R/WLINE / 5',SIDEWALKall - -- CURB is GUTTER GV- 12" DIP WM GV- __m_ r _6" WM-_____. - �ti' I 1ti �rx I ti Cl-�- -----�i�VCR SAN ?SAN M1�, RIM 12.20 SAN MH 3 INV 51 E, 5.85S S W 7 3 r d I l S T. ^p R/W LINE ' � -. I �� R/V� LINE ...._...� �t �\ GV N I II IGH__•-._ SMH RI12.10 LOS, I! 1� INV EL fo 7.50E, 4.3$NW SYMBOL LEGEND 2 PROPERTY - R/W LINE B, GRAT O II ExisnNc SPOT ELENA noN L 11.60 + _ _ _ 9s wM I� ^�` N`L• I do I N / 1z S.o-- EXISTING STORM DRAIN c� I�z/ .. a � / � -t2" s.D� NEW STORM DRAIN ; I li N�iM // \ / ---INSAN. -- EXISTING SANITARY SEWER �, x. -tz sAN� NEW SANITARY SEWER u I (I z �C)/OQ- --• 12" W.M.--- EXISTING WATER MAIN � � tll I I � p --� p co -12" vr.M.----- NEW WATER MANN T \� j �/ / �r/ SAN MH EXlS71NG SANITARY SEWER MANHOLE � /� 0 MH1 NEW SANITARY SEWER MANHOLE ('✓ I � /Y fi���' % �• c� / C'J GV EXIS77NG GA 7E VALVE I' 4 i 0 d !�! GV NEW GATE VALVE �� .. / _ , SFH EXIS77NG FIRE HYDRANT Iv r , 0� S�,� i / ► ► MANHOLE ��90 �I I 'Lt I 1,00 1�ti M -5 ' F,`� ti / p ► • ► ► • = IID CB EXS77NG CATCH BASIN I I wM �` G h . , = ► -' ► wM E_ EXIS77NG WA 7ER METER ©( WM N LP r� EXIS77NG LIGHT POLE J O GJ � / / � -• •-• _- � 1�5 1.4 11.9 I h'' yy. >" ... j ,j _' ► ' ► - ' ► - a O%O .. WP rW EXIS77NG WOOD POLE AL` • ` • = ` . = 1 = ` ......... A /0.... DIP DUCLE IRON PIPE ^ ►y! . - ', ► . - ' ► ._ 4 . .. : �]i. PVC POLYVINYLCHLORIDE PIPE S �'� I • �� . i 1ij / F, � ►` 10 ►- - _ ►- = ► � �• .. VCP �. O'C� VITRIFIED CLAY PIPE 5� O I I SAN. LAI. �SA�J. T. AL • I '. .. ..: :.: :. REMOVE EXISTING PLUG & " / /�► • r ' O ' .................. . ............................. CONNECT NEW. 12 0. DIP . WATER ... �,% / ,...► --',► MAIN TO EXIST 12 .TEE.... ! F i �o BLOCK 2.. " a i _ II / a -• - } , N50 5'S8»E 'LIS '� I ► _ ► _'► L LL_'r '► �� A S P H A LT P A R 10 N. .. �"}' �� _ ao / , a • -. • - V • ... . '. N I SAN. LAIT , c ,' o��'' A,a' ` ' ► ' ` �� S00'11 '01 "E ... ;`0.5 CURB ' II WM `!l 2.03' �ti �� .... : kp .. CONC " r 5 20 / F I � •� +s, ' ... S89'39'14�6-0 / \ S�• oo N I IK ,tea o o I I I PARKING ti� 67 k6 � \ xr. fib, ao °'• 6-6 o,• g• � `� � I �� ��p �, NOTE.' OO ��+ } FOR CONT. OF WATER do NEW 4 STOPY g INSPECTION TO COORDINATE WI1H z� I I I Lai J cn SEWER SERVICES, SEE OFFICE ,g�,QG, •� DIS7RlBU77ON AFTER WATER MAIN N � � • I :0 r� PLUMBING DWGS. HAS BEEN CONVEYED FOR THE NEW 6 DDCVBP ASSY. � f2' 15' F. .E. �.SO REL OCA 77ON OF EXISTING SERVICES. AS PER W54.20 '�� N a 1 U� o d• / J `,, ,;%' a 18 -6 f PVCP SAN. NEW PI V. SEE w- �11� I � 1 11�� L9 MIN. /F% SLOPE NEW SAN. MH RIM EL. 8.20 INV EL. PLUMBING DWGS 0 0) - f RPBFP ASSEMB ``� 0 0 0 1 SAN. L T - o } b -1.70S, 0.30E, W AS PER SS6.0 (PRIVA 7E). b 5, Q Ca, G TATE 10.6 AS PER WS4.18 ,°'' hh N NOT PART OF WASO PERMIT). + + ,, INv EL 1. o 4 WATER.METER ' r 2' a5. 4' d "0 DIP SAN. CROSSING DRAINAGE. \^ N I - SMH. IM 10.7 \ SERV AS PER W54.21 w DITCH AS PER SS5.0 FOR CONT OF WATER k SEWER SERVICES, SEE o 1 " INV � s2EL s.42sE 1 A s P H A i T r` o o CORE DRILL EXIST. SAN. MH PLUMBING DWGS - - DOS �� 111 ti w c, tT:� r:j rj ► k P A v E M E N r' o & CONN. NEW 870 DIP 0 INV. t,; ��• - SD 0 0 o tl- t EL. -1.78 AS PER SS6.2 a 5 12 x 6N TEE ` ,1 ^ l " .1 . F.P.L. INV EL 12N X 6N 7EE NEW STORM DRAIN LINES N C) ° ICN CB, GR T 6 GVkBOX 0 SHOWN FOR REFERENCE ONLY. e p _....._...__._ti .. o� 6 N G ' N N - � EASEMENT . CO _II I o V LINE SEEDWG. C-3. ._.._ _---..._._....._.....__-._...._.._.__.. R W E �l�k.I - '^�' R/W E - S`1 _ b0, „ ►� \ R W LINE _ .•,_' .• N895150 W 222.74 _-• _-• - -"- -•- --• -• „• / -- - - 2-45' 1p. BENDSt k6 -OT :&r � ._ _ W:__�:�__... ►,� Ci.._ _...}- iii '_ ._ . _���__ __� �__.._ -._���.__ _:._ �j' 70=-6"f PVCP SAN. O .,- G b._ O 1. _ _.. _, _ �' I� " FT 0 E '1`� 111 CROSS W/3-12-- -- - -- - N M CD, GRATE 10.4 1 b CB, GRATE 9.80 4 4 �0 N N t INV EL 6.71 59 g tia g g INV EL 6.20 G. V. k 12 PLUG to -- -15" VCP SAN-- -- --'1� 15" VCP SAN- -b- -3 -- �r -F- �--15" VCP SAN - - / ;rt SAINVN MH, _ __ - -� SAN MH, RIM 10.70 S RIM 7.3i 238 L.F. OF NEW 12"0 7xa ^ :t. INV EL OOH, S T R E T 3.7as DIP W TER r ¢ OF 5o R w o 5- , 6 a ti 10 g0 y0 N r k -3.77E, - ti ti b• b• 1 0• �• / Q 12 x 4 TE'E k FLUSHING �• - -_._( -..1 _...- �- o _ _._..__.___.___..._-_ ...__ ._._..__.._...,._..� .��S�u,�E-1--_.--.-- ---.._ _... _.. _... 0 -�-- 24" SD--- - - - - SMH, RIM 11.10 __ �' VALVE OURET AS PER WS1.61 5 _. _._.... _3' _.._� ____ ____ .__- __--- _ ..___s�R��r_.. ------ __. _�_.-__.._ ._,_ _... __..__ U) SMH, I o INV EL 5.85N, RM 972 / - - -- - -4" WM - _. _.._ ._ . _ -. ____ _ .. ___ ___ __ _._. _ . ... ..... ... .. "' "' �' INV L 5.12N `n 5.70S W rx N g I C1 - _ --- '- dh �' w, I, (1U 13� AIAND,) - ' _ : ._ - N - �O._-. c t 4" WM - N bD`L Oy �0 by GV L 4 TEE, 1 _.. _ I 5�` V - _ � -I 3.47Fi, 3.422E 9 05+SGIr V k BOX + -- -�1:7 11 = R/W LINE - + n �..,� SIGN �(} DROP CURB 65 " WM CR, GRATE R.36 R/W LINE `!� "' cIGN pb5 Ct, GRA? 10.50 0 b SIGN' INV EL 4.86 10 INV EL 7.35 �0, / 4"d DIP W.M. (LINE NE") 1 x I Q GV 1 + + / bo CONN. TO EXIST. 4N W.M. W/4N TAPPING SLEEVE, 4"sMt�, RIM s.az l q'vx 2N CORP. STOP W12 *v 0� X00 12 x 4" RED. 1��0 b TAPPING VALVE k BOX AS PER GSI.8 CAP EXIST. INV EL 3.315, 7HREADED G. V AS PER WS4.13 4" W.M. (BY WA SD FORCES AT OWNER'S EXPENSE). 3.7 E, 3.25W 15° SD - ( SIGN 2" GI W.M. 4N0 DIP W.M. 90' BEND So 0 --� N N (LINE B ) Gj cB, GR TE 7o cB ATE 6.90 CUT EXIST. 210 W Af. k CONNECT 2 TEE, ?. / '` a / N N N INV EL .00 ' z I INV 3.20 N CONN. TO EXIST. 4" W.M. W/4N TAPPING 0 0 6 0 DIP W M. (LINE D) °° I BALL VALVE. (CUT & CAP EXIST 2 0 W.M. 4w TAPPING VALVE & BOX AS h/ / �/ z h I W EX/ST. 4 W.M. TO BE SLEEVE, � N o 1,5 R BY WASO FORCES 0 OWNER S EXPENSE). ABANDONED IN PLACE. RELOCATE EXIST. F.H. CONNEC77ON TO W N PER GS1.8. CAP EXIST 4N W.M. (BY r N / N , , Nr , , / NEW 610 DIP W.M. AS PER WS4.5 5� 14 11'cr 5 IX �I + I 153 WA SD FORCES AT OWNERS EXPENSE). ATB 2 , " (/) 25' cly/ / o / N Jl I SUNSET DRIW S W. 72 SMa7 6l S W. 73 STREET t S w 74 STREET SW. 74 TERRACE PROJECT L OCA TION LOCATION SKETCH SCALE. 17-300' SANITARY SEWER SERVICE SCALE- i'620' HOR/Z., 1'-2' VERT. ICALL 48 HOURS BEFORE YOU DIG IN FLORIDA 1-800-432-4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. - z *26000522 O M w r o U U w LL x > U r � o � W � . x o N � w �n O w a ~ N 5 M y eh 4 � S M O N r� 0 C M � r U o C] � o M M b N b M C i•'J C O H M t U C w o x c U O C U - ? L1J ARCHITECTURE INTERIOR DESIGN PLANNING SEAL: MONEY J. MATEU AM 0008220 JMM CONSULTING ENGINEERS, LLC M.E.P. 12651 S DIXIE HIGHWAY, SUITE 209 MIAMI, FLORIDA 33156 M.A. SUAREZ CONSULTING ENGINEERS STRUCTURAL ENGINEERING 4869 SW 75TH AVENUE MIAMI, FLORIDA 33155 PISTORINO & ALAM CONSULTING ENG. INC. CIVIL ENGINEERING 7171 SW 62ND AVENUE, 4T# �LVdR i• MIAMI, FLORIDA 33143'';.••"i,"••. FL. REG. No.: EB-ab439z MANUEL D. GARCIAa; •,':,' FL. R.E. No.. 47639' ''`r•",a ,� w OXFORD UNIVERSAL 4311 PONCE DE LEON BLVD. CORAL GABLES, FLORIDA 33146 5966 SOUTH DIXIE BUILDING 5966 & 5970 SOUTH DIXIE HIGHWAY MIAMI, FLORIDA 33133 M A TE U AM CHITE CTURE INC. THIS DRAWING IS THE PROPERTY OF MATEU ARCHITECTURE INC. UNLESS OTHERWISE PROVIDED FOR BY CONTRACT. THE CONTENTS OF THIS DRAWING ARE CONFIDENTIAL AND SHALL NOT BE TRANSMITTED TO ANY PARTY EXCEPT AS AUTHORIZED NY THE ARCHITECT/ ENGINEERS OF RECORD, PHASE PERMIT DRAWINGS FILE NAME: PROJECT NO: MA0605 DRAWN BY: CHECKED BY: ISSUE DATE: . REVISIONS SHEET TITLE WATER & SEWER SITE PLAN SHEET: OF: C-4