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08-40-020FA // • . R/W LINE �'�• ,. ",,5 �S I D E W A L'K_, U-) - �2' CURB is GUTTER - GV- - GV /// N 12" DIP WM- -6° WM- - cly / / ( �+O 1 n 1� b _L :(-:A- VCP SAN ?SANMrt, RIM 12.20 SAN MH INV 5.9 E, 5.85S S W 73rd 25 I I S T. �., ;-�--"pis ^r•-, _:,� I I . SCALA 1"= 20' R/ LINA i • ♦ F • - - - / m. �. _ G R/W,LINE R/N� LINE .- � V I � GN . SIH, RI12.10 / / \ INV EL LOS, �1 . / O 7 50E, 38t W 0 x/. r �16 I Y �. LEGEND ► I 5' s2'III: YM S PROPERTY - R/W LINE II I� GRAT� EXISTING SPOT VA PON [LB, 1;p 0 �g ELE wM 1L1 - EXISTING STORM DRAIN I I 8 1 f� --i2' s.o.--�-•- NEW STORM DRAIN ::. \� o // -- -- I I II WM -�'• SAN.- EXIS77NG SANITARY SEWER (I I I � N I �' -�2" SAN,----- NEW SANITARY SEWER z I r ---1z" W.M.--- EXIS77NG WATER MAIN 4 ��. / / �� y / ,� :.•��" 12' W.NEW WATER MAIN S I �0 III / (0 . r \M. dd \� J SAN MH EXISTING SANITARY SEWER MANHOLE r•,, P / Q MH1 NEW SANITARY SEWER MANHOLE /? C4 GV EXISTING GATE VALVE /.< III I I III ►� GV NEW GATE VALVE I di UViV V•VV V • iWW i V V W U W Y V •VV G•• -_� W• iyi y� • • c V � • SUNSET DRIW SW. 72 Siff T W J 4fli V U W V V yl ON y y • W i W N n V �OW VVVV V VV4•V S W. 73 STREET v �aV 15�r aw ��fi Vir4 74 SMEE7 u� SW. 74 7ERRACE PROJECT L OCA TION . I C CA TION SIDE TCI I %apSCALE. 1 »=300' '4�0�! �/ / ` .`� FH EXlST1NG FIRE HYDRANT ► ► �S� EXISTING STORM DRAIN MANHOLE r�00 III`�� // o '► ' ► o ► ' IIID CB EXIS77NG CATCH BASIN AL o ► wM C EXIS77NG WA TER METER I I11.9b IWMi, 12 _ ,m.,•. .+ ....Q' �LP EXIS77NG LIGHT POLE 1.4 ► . WP EXlS77NG WOOD POLE I 7 o o -- A. / DIP DUC77LE IRON PIPE >> U.P.II r A.,. ------ Ib ,,w.n,_. �.,•....... „",.. 1 �. o �,. � . / / � ►.,♦ ►, �♦ , �♦ ►, �♦ ©, � � �� �O.(� PVC POLYVINYLCLO/DE PIPE H R 10 G 0 / �� �` 1` ',' ► -- ' - - . • �q• ... VCP VITRIFIED CLAY PIPE cv .. / / / ,r ✓ _ , , - . ► Q SAN, LAT.Ilk, O / SA LhT. PARKING ,METER /0 / = . - '! , - - ,' 2 . ..... J : :. .. j (TYPICAL) . . .,. / ' EXIS77NG TING PL k ��. . / / / , / � a • _ - • � ,� -� XIS UG e I i e5 �� 5Jq _ ' _ I� / ,♦ . o CONNECT NEW 12"� 'DIP WATER .� 04 .: MAIN TO EXIST. 12" TEE F „` LOT .11,�.�BLOCK 2 I II _- -. 1116 L IL / � h N50/SS 58 E ►.; , _,► •► •► }. .64'.:.... A S. Pd H Al T R.A R K.I.N G F'r � �� � 10. / . • Q N. LA�f. kk SA k ,. , ► - ' ► - ' ► `Oo % I _.ry :----.:.•gym � p.. / � �o� ;,,', �'�'"',�,�, `♦ . • h,o,`� �'. 500'11.01 E .. P. 0.5 .cu o � �• t , rtB ''" 5 20 � t,., ,.rt,.. �r��, - •, ► _ moo' oo wM x.03 .: ;�.��o I� � ,��!� , coNc.°w` .I •° � .4. S S89 39'14'E` -l29:83'--:. __. _.r.T_ s, . �__M�. o 6 0� 50 ILii » BEEN ommmono PARKING ER z - (TYPIC { L � t .. �° F , o TORY b NOTE.• ' N /, FOR CONT. OF WA TER k g' 0,• INSPECTION TO COORDINATE WITH �, I I I I o� SEWER SERVICES, SEE OFFICE BLDG. '� DISTRIBUTION AFTER WATER MAIN » 0 ro PLUMBING DWGS NEW 6 DDCVBP ASSY. � , ' ' HAS BEEN CONVEYED FOR THE � 12 5 F . E. 1. 80 AS PER WS4.20 U.P. 18 -fi ± PVCP SAN. RELOCA T10N OF EXlST1NG SERVICES d N b I o I o „ NEW PI V. SEE �F �1'� 0 MIN. /FT. SLOPE PLUMBING DWGS. O NEW SAN. MH, RIM EL. 8.20, INV. EL. 0) G, 4" RPBFP: ASSEMB o o O �� SAN. L�` T k AS PER WS4.1 d - ' b -1.70S, 0.30E, W AS PER SS6.0 (PRI VA TE). e _ c�, G ATE 10.60 I II } NOT PART OF WASD PERMIT). INV ELI 8.60 I . 4 WATER METER. 8">� DIP SAN. CROSSING 5 SERV. AS PER WS4.2f W - SMH, IM 10.7 4 I DRAINAGE DITCH AS PER SS5.0 FOR CONT. OF WATER & INV EL 4.82N, "'.'� SEWER SERVICES, SEE o 1 p 7,62 6.42SE 1s P H A L'.T o _ o CORE DRILL EXIST. SAN. MH PLUMBING DWGS. PAVEMENT 1 1 o .J & CONN. NEW d 0 DIP 0 INV. ..S �„ 5 N C (r ( r C Q o .SQ l o o NOTF• 12 x 6" TEE 0 �M �x EL. -1.78 AS PER SS6.2 5' VJ ) T '"') cn y NEW STORM DRAIN LINES '� O F.P.L.SIGN CB, GRT " " SHOWN FOR REFERENCE ONLY. 6 GV k BOXwv EL 12 x 6 TEE Z -,-. T-. 1H1 '- ---- - EASEMENT 0`L " » „ SEE DWG. C-3. . r�� _. - -- - - _ b 6o Cd b ;l °�� ] 561 11' t 11' 10 6 G V (LINE ) CO I b`'_ .t��. b. -- -- --,k_, : , :•,�NF9�`51'S0"W 4�'- _ -'�' j,'_-'ra' : R�W - _ 222.7 -- - 2_45' E R W E bE R WLIN 6 o70' -6"f PVCP SAN. ENDS�• b. _ _ /N » P a `� 1ti IZ" CROSS W/3 GRATE 10.40 a,'b / / 0 12"x 4" TEE k FLUSHING VALVE OUTLET AS PER WS1.61 / -- __ __ - -4" WM -N / h OT' b0� 1 y0 R/W LINE / 1�0 � / 4"0 DIP W.M. (LINE "E') CONN. TO EXIST. 4" W.M. W/4" TAPPING SLEEVE, 4" Q V TAPPING VALVE & BOX AS PER GS1. 8. CAP EXIST. 4" W. M. (BY WA SD FORCES A T OWNER'S EXPENSE). / 90' BEND Q., 670 DIP W.M. (LINE "D') RELOCATE EXIST F.H. CONNECTION TO r�N / NEW 670 DIP W.M. AS PER WS4.5 b/'o / �1�1.7i�ii� 7/�■■1�■11�1��'�"'""'R';�l�iiY.�llll:■i�,G 111®■®1��® ■■ 1 `_.■1111�1�■■■.� /��1�i�1■wlfl(/J� 11 i 1 �11■1•■■■��� w I �m rJ:iI1�lI� �7�'1.7;I�l1r�al PIPE u�a�to��:� t►�:raa� ■I `� Y - ,>-•�ii�■i■■liii■�■Inw�■■■�■■iii�®�����wraw■��I% n I1 � ■�Inir.► ■'� 1111■�■■11■11•��■� PARKING ER z - (TYPIC { L � t .. �° F , o TORY b NOTE.• ' N /, FOR CONT. OF WA TER k g' 0,• INSPECTION TO COORDINATE WITH �, I I I I o� SEWER SERVICES, SEE OFFICE BLDG. '� DISTRIBUTION AFTER WATER MAIN » 0 ro PLUMBING DWGS NEW 6 DDCVBP ASSY. � , ' ' HAS BEEN CONVEYED FOR THE � 12 5 F . E. 1. 80 AS PER WS4.20 U.P. 18 -fi ± PVCP SAN. RELOCA T10N OF EXlST1NG SERVICES d N b I o I o „ NEW PI V. SEE �F �1'� 0 MIN. /FT. SLOPE PLUMBING DWGS. O NEW SAN. MH, RIM EL. 8.20, INV. EL. 0) G, 4" RPBFP: ASSEMB o o O �� SAN. L�` T k AS PER WS4.1 d - ' b -1.70S, 0.30E, W AS PER SS6.0 (PRI VA TE). e _ c�, G ATE 10.60 I II } NOT PART OF WASD PERMIT). INV ELI 8.60 I . 4 WATER METER. 8">� DIP SAN. CROSSING 5 SERV. AS PER WS4.2f W - SMH, IM 10.7 4 I DRAINAGE DITCH AS PER SS5.0 FOR CONT. OF WATER & INV EL 4.82N, "'.'� SEWER SERVICES, SEE o 1 p 7,62 6.42SE 1s P H A L'.T o _ o CORE DRILL EXIST. SAN. MH PLUMBING DWGS. PAVEMENT 1 1 o .J & CONN. NEW d 0 DIP 0 INV. ..S �„ 5 N C (r ( r C Q o .SQ l o o NOTF• 12 x 6" TEE 0 �M �x EL. -1.78 AS PER SS6.2 5' VJ ) T '"') cn y NEW STORM DRAIN LINES '� O F.P.L.SIGN CB, GRT " " SHOWN FOR REFERENCE ONLY. 6 GV k BOXwv EL 12 x 6 TEE Z -,-. T-. 1H1 '- ---- - EASEMENT 0`L " » „ SEE DWG. C-3. . r�� _. - -- - - _ b 6o Cd b ;l °�� ] 561 11' t 11' 10 6 G V (LINE ) CO I b`'_ .t��. b. -- -- --,k_, : , :•,�NF9�`51'S0"W 4�'- _ -'�' j,'_-'ra' : R�W - _ 222.7 -- - 2_45' E R W E bE R WLIN 6 o70' -6"f PVCP SAN. ENDS�• b. _ _ /N » P a `� 1ti IZ" CROSS W/3 GRATE 10.40 a,'b / / 0 12"x 4" TEE k FLUSHING VALVE OUTLET AS PER WS1.61 / -- __ __ - -4" WM -N / h OT' b0� 1 y0 R/W LINE / 1�0 � / 4"0 DIP W.M. (LINE "E') CONN. TO EXIST. 4" W.M. W/4" TAPPING SLEEVE, 4" Q V TAPPING VALVE & BOX AS PER GS1. 8. CAP EXIST. 4" W. M. (BY WA SD FORCES A T OWNER'S EXPENSE). / 90' BEND Q., 670 DIP W.M. (LINE "D') RELOCATE EXIST F.H. CONNECTION TO r�N / NEW 670 DIP W.M. AS PER WS4.5 b/'o / �1�1.7i�ii� 7/�■■1�■11�1��'�"'""'R';�l�iiY.�llll:■i�,G 111®■®1��® ■■ 1 `_.■1111�1�■■■.� /��1�i�1■wlfl(/J� 11 i 1 �11■1•■■■��� w I �m 1■il\�.■�1n11•�■■■1•..w III®�P.4®II®�111��HDPE �7�'1.7;I�l1r�al PIPE u�a�to��:� t►�:raa� ■I `� Y - ,>-•�ii�■i■■liii■�■Inw�■■■�■■iii�®�����wraw■��I% wi■1■■I■1�■w1®■r■■1■w■■ � %" pr affs IN I ' i■ 1 �.�■����� ■■i�m�mmmmm PARKING ER z - (TYPIC { L � t .. �° F , o TORY b NOTE.• ' N /, FOR CONT. OF WA TER k g' 0,• INSPECTION TO COORDINATE WITH �, I I I I o� SEWER SERVICES, SEE OFFICE BLDG. '� DISTRIBUTION AFTER WATER MAIN » 0 ro PLUMBING DWGS NEW 6 DDCVBP ASSY. � , ' ' HAS BEEN CONVEYED FOR THE � 12 5 F . E. 1. 80 AS PER WS4.20 U.P. 18 -fi ± PVCP SAN. RELOCA T10N OF EXlST1NG SERVICES d N b I o I o „ NEW PI V. SEE �F �1'� 0 MIN. /FT. SLOPE PLUMBING DWGS. O NEW SAN. MH, RIM EL. 8.20, INV. EL. 0) G, 4" RPBFP: ASSEMB o o O �� SAN. L�` T k AS PER WS4.1 d - ' b -1.70S, 0.30E, W AS PER SS6.0 (PRI VA TE). e _ c�, G ATE 10.60 I II } NOT PART OF WASD PERMIT). INV ELI 8.60 I . 4 WATER METER. 8">� DIP SAN. CROSSING 5 SERV. AS PER WS4.2f W - SMH, IM 10.7 4 I DRAINAGE DITCH AS PER SS5.0 FOR CONT. OF WATER & INV EL 4.82N, "'.'� SEWER SERVICES, SEE o 1 p 7,62 6.42SE 1s P H A L'.T o _ o CORE DRILL EXIST. SAN. MH PLUMBING DWGS. PAVEMENT 1 1 o .J & CONN. NEW d 0 DIP 0 INV. ..S �„ 5 N C (r ( r C Q o .SQ l o o NOTF• 12 x 6" TEE 0 �M �x EL. -1.78 AS PER SS6.2 5' VJ ) T '"') cn y NEW STORM DRAIN LINES '� O F.P.L.SIGN CB, GRT " " SHOWN FOR REFERENCE ONLY. 6 GV k BOXwv EL 12 x 6 TEE Z -,-. T-. 1H1 '- ---- - EASEMENT 0`L " » „ SEE DWG. C-3. . r�� _. - -- - - _ b 6o Cd b ;l °�� ] 561 11' t 11' 10 6 G V (LINE ) CO I b`'_ .t��. b. -- -- --,k_, : , :•,�NF9�`51'S0"W 4�'- _ -'�' j,'_-'ra' : R�W - _ 222.7 -- - 2_45' E R W E bE R WLIN 6 o70' -6"f PVCP SAN. ENDS�• b. _ _ /N » P a `� 1ti IZ" CROSS W/3 GRATE 10.40 a,'b / / 0 12"x 4" TEE k FLUSHING VALVE OUTLET AS PER WS1.61 / -- __ __ - -4" WM -N / h OT' b0� 1 y0 R/W LINE / 1�0 � / 4"0 DIP W.M. (LINE "E') CONN. TO EXIST. 4" W.M. W/4" TAPPING SLEEVE, 4" Q V TAPPING VALVE & BOX AS PER GS1. 8. CAP EXIST. 4" W. M. (BY WA SD FORCES A T OWNER'S EXPENSE). / 90' BEND Q., 670 DIP W.M. (LINE "D') RELOCATE EXIST F.H. CONNECTION TO r�N / NEW 670 DIP W.M. AS PER WS4.5 b/'o / �1�1.7i�ii� 7/�■■1�■11�1��'�"'""'R';�l�iiY.�llll:■i�,G 111®■®1��® ■■ 1 `_.■1111�1�■■■.� w I �m u�a�to��:� t►�:raa� ■I CB, GRATE 9.80 �� �� 10 iti „ "' INV EL 6.71 -15" VCP SAN- - 7SAN PLUG 15" VCP SAN- H -+6�r;,r;°�� - INV L 6.20 SAN MH, RIM 10.70-5 VCP SANS W w MH, RIM 7.3E 7 4 /�` n INV EL OON, IMVFI _ 238 L.F. OF NEW 12"0 b � 5 w S T IR T f r 11 rk0--3.77E, -3.78S DIP WATER AI b�, b5 I OF 50' R/W 00 05 ;n 'r' t �0 06� 0°J 5' AT� � J gURt/EY�.... -- � 24 SD- --- SIH, RIM 11.10 - L. _... _ ,j .� -N ---SURVEY--- - - - -- -N -- -- o -- -- -- �� SMH,' RI INV EL 5.85N, I .__ .__. M 9 72 bg I ( [3� f�E:1t.Pa'1.) _..�4 _ �0.._.. _ �„ S'W �:.G v 4 TEE � �• .-,--, __ m 5.�--•- , c, , � 3.47 3 - 1• grfGV k BOX ` --` b� o#�_ . u - : 5 - - SIGN I p - `: yyti{ CB, GRATE 9.36 d• -" SIb5 CB; GRATE 10,50 DROP CUh "b SIGN .� 14' 1 ll' b .INV EL 4.96 R/W LINE 10 ,�0, INV EL 7.35, GVf r o RIM 8.92 Qr 10 1;x „x 2" CORP. STOP W/2n 12"x 4" RED. INV V. THREADED G. AS PER WS4.13 NV EL 3.31S, SIGN 4"0 DIP W 3.7�JE, 3.25;15 SO 4-1I 2„ GI W.M. O . �o (LINE "B") CB, GR TE .70 `� z INV EL .00 RATE 6.90 � CUT EXIST. 270 W.M. k CONNECT 2" TEE, 2" W to m W I I N 3.2o BALL VALVE (CUT &CAP EXIST. 270 W.M. " CONN. TO EXIST. 4" W.M. W/4" TAPPING �I I EXIST. 4 W.M. TO BE SLEEVE 4 TAPPING VALVE & BOX AS d115 N .,z PER GSI.8. CAP EXIST. 4 BY WASD FORCES 0 OWNER'S EXPENSE). ABANDONED IN PLACE. " W.M. (BY IX of I I * r 153' WA SO FORCES AT OWNER'S EXPENSE). 21' I �I 025 SANITARY SEWER SERVICE SCALE tv-20' HOR/Z., f'-2' VERT. CALL 49 HOURS BEFORE YOU DIG IN FLORIDA1 1-200-432-4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. 10 , LA 4 2 u y i 1 y„�W Wy #26000522 WW y � vJy�y V u u V W � y W V V V V W V V t o C '- o U w w Y u u • � • • U u • y Y Wi.r u C W W K W � WWW z V Y • ` -�J oc u b v �� WJ J u u W u y •�`�' �,• W N � th V] M 4 � O N C � 0 M o o J � O eh O N o .. Q r a � U t W � x C U C t U ARCHITECTURE INTERIOR DESIGN PLANNING SEAL: MONEY J. MATEU AR 0008220 JMM CONSULTING ENGINEERS, LLC M,E,P. 12651 S DIXIE HIGHWAY, SUITE 209 MIAMI, FLORIDA 33156 M.A. SUAREZ CONSULTING ENGINEERS STRUCTURAL ENGINEERING 4861 SW 75TH AVENUE MIAMI, FLORIDA 33155 PISTORINO & ALAI CONSULTING ENG. INC. CIVIL ENGINEERING 7171 SW 62ND AVEN`OEC 4TH FLOOR ` MIAMI, FLORIDA 331V `• ' FL. REG. No.: 0,6043r7 t t t,1) x ry MANUEL D. GAMCIA ,� FL. R.E. No.: 47630 r 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 ARCHITE CTUME 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: FROJECT N0: MA0605 DRAWN NY: CHECKED BY: ISSUE DATE: REVISIONS, S&FIRE DEPT. COMMENTS 06-11-08 SHEET TITLE WATER & SEWER SITE PLAN SHEET: OF: C-4