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07-21-09 Item 2a,our, Jy � •�i� INCORPORAMED 1927 i) R j'0 CITY OF SOUTH MIAMI COG) INTER - OFFICE MEMORANDUM To: Mayor, Vice Mayor & Commissioners Date: July 21, 2009 From: W. Ajibola Balogun Re: Response to request for projects City Manager Location Maps for Citywide Drainage Improvement Phases I through V. Request: Response to request for projects Location Maps for Citywide Drainage Improvements Phases I through V. Action Taken: As requested, attached are the location maps for the Citywide Drainage Improvement projects, Phases I through V. Should you have any questions or comments, please do not hesitate to call me. END OF MEMORANDUM CADocuments and Settings\abalogun \My Documents\Memo 2009 - Response to Commission's request \07 -21 - Response to Vice Mayor's request.doc Page 1 of 1 s F CITYWIDE DRAINAGE IMPROVEMENTS - PHASE I } i } i i I f i co 0 �, � ,o •sz co �,D 4 `1 I ►I i L_ - _,- - - - - -- LL co ft. U3 �I 0 -- -- -- i i - - -10 - - U } SOUTH MIAMI, FLORIDA I ATE: 30/0? _ DATE: - ®90l PONCE DE LEON BLVO.. SUITE fl00 CORAL GABLES. FLORIDA 33� 34 DRAWN: Sc ---- MIAMI (303)- 443 -2900 FLORIOA (BOO) -448 -0227 DESIGNED: ' ® FL REGISTRATIONS: EB0003022 AAC002142 RRCC�"' -- i �- ® C3TS CONSULTING QC: CADD FILE: co k,D i s I I I .I I� r ,3 �1 F � U 'o I� o •sz � �I i I� v I I I I I I I CD co o I i I - I ' I I S.W. 77TH TERRACE U SOUTH MIAMI, FLORIDA ATE: 30/0? _ DATE: - ®90l PONCE DE LEON BLVO.. SUITE fl00 CORAL GABLES. FLORIDA 33� 34 DRAWN: Sc ---- MIAMI (303)- 443 -2900 FLORIOA (BOO) -448 -0227 DESIGNED: ' ® FL REGISTRATIONS: EB0003022 AAC002142 RRCC�"' -- CHECKED: �- ® C3TS CONSULTING QC: CADD FILE: RC-- -- �--- w ,° o co `D i I� v I I I I I I I CD co o I i I - I ' I I S.W. 77TH TERRACE DRAINAGE IMPROVEMENTS SOUTH MIAMI, FLORIDA ATE: 30/0? _ DATE: - ®90l PONCE DE LEON BLVO.. SUITE fl00 CORAL GABLES. FLORIDA 33� 34 DRAWN: Sc ---- MIAMI (303)- 443 -2900 FLORIOA (BOO) -448 -0227 DESIGNED: ' ® FL REGISTRATIONS: EB0003022 AAC002142 RRCC�"' -- CHECKED: �- ® C3TS CONSULTING QC: CADD FILE: RC-- -- �--- O Ab Nil yc r z ��'llll yl; z ri) 0 1, MC tp poa I 0 co M 31 M A In NO DI t4 C? to co 1929 -10 4 co rn &@Cl NI �s9 1 H.W12 o co 5701 SW 62 AV. $xasaea .r ,-W i 4V CARPORT EU 7.64 EXISTWG ASPHALT DRIVEWAY — I cr c ;�u T 0 0, HIR kt C: t S' . CD 0 -n EXISTI G —ALT DRIWWAY ��'llll yl; z ri) 0 1, MC tp poa I 0 co M 31 M A In NO DI t4 C? to co 1929 -10 4 co rn &@Cl NI �s9 H.W12 o $xasaea .r ,-W T 0 0, HIR kt C: t S' . CD 0 -n ��'llll yl; z ri) 0 1, MC tp poa I 0 co M 31 M A In NO DI t4 C? to co 1929 -10 4 co rn &@Cl NI �s9 e § ar 2 2 @ Cl) k {� E > > cn C: / ¥ >� > 2 § \ z> T \ > > M M c 2 < ; m a % I § { * w wƒ ±° %} / i�m CITYWIDE DRAINAGE IMPROVEMENTS - PHASE II 49 TER -r •_ 1. ► 1 { PROJECT I L-J Li I� 1W will LOCATION MAP Scale 1" = 300' 300 150 0 150 300 600 Citywide Drainage Phase II Kimley -Horn and Associates, Inc. r. 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E r o v m o m � � < C) O G-) < N m C) m S m �' Z/- co m z m m C) z o m o O c c o 0 a 0 O m cn z C/) m m m b 3 � Z D "D Cori ...._ . ovt m 4 no inn ox� Cj `TI �71d� d �? rl V% z m � _ Z. z P 0' m X M vv v r om m= O ap D 2 Z m Z m y m T y Cria n z o O m m ED a =� �7 pz m o N 0O' y v v o v m o m C D r O ti m az 2n Z/- co m -mNi ccn V ) m � 0 Z N 4 0 O � C/) Z I b 3 � Z D "D Cori ...._ . ovt m 4 no inn ox� Cj `TI �71d� d �? rl I CITYWIDE DRAINAGE IMPROVEMENTS - PHASE V k n --I O T CD O C -i 2 D m m 0 bD z y D m o < 3 9 Z E 3 o co f Y < -n . m STA. 3 +80 (SEE THIS SHEET FOR CONTINUATION) 1 rb iii - —� op 41 4 � mow' 1 ria" 00 Co F _ - - - -- - -' u°D8��-'Zpo 3 k3 wN °ou J w I gam av r 0 2;� s>;FGC �Im b y Fes- 0 " S.W. 60 AVE. a ��or,2 !!gip II g7 �liinn II 4 �@� ..� � pv L r'J R g s Y ay S.W. 62 AVE. yt #6200 #62 01 �_ o � L ECH 4 r4 4 1 CH Q" 1 � � I 4 I 1 •^ m� 1 1 a pF� - - -C.0 o' 1 rl wN 1 _ 41 r-1 _ _A D ;:gem coo 1 1 cn r.—�i 1 (17 mil g I I nmrcxem ,m ; I 4 1 wo 1 i ro 4aP I °Ru 1 1 g4 P sr 1 4 _ 1 _.I - - — — — — r .�IS .� I T— 1 STA. 3 +80 (SEE THIS SHEET FOR CONTINUATION) o � L 1 "y7v m° I I In R I 4 �f I L--, m --------------- f T. l��fto rz s x � m o re it h I I � 1�' F ij I � •o I S.W. 58th TERR. I I � f k BARlINE OF CONSiRUL�ION `�` �- I 1 • 1� rb r 4 ,. +° ! e I al - i I4 _ _ _ _ _ _ - _ _ _ _ _ _ _ _ _ _ _ _ - _ - I AA g Mg Ip L I a---- - -- - -- 1 � 6 i i o i I MILLER DR. ewlr v$ a� o w S S r- >U z Fn 3. .91 1 + I o 17 1 T q, Ibo + U `3a S.W. 75th AVE 4f� +i ----- -- ---- 23' ♦SPMUT -EW -k RI. r- >U z Fn 0 r- 0 3. .91 1 + I o 17 1 T q, kz + U 4n o R-I 4f� +i �o I RI .16 2, RI. 0 r- 0 3. .91 1 + I o N Z 0 T q, kz 4f� �o + +Rb + to" + 0 r- 0 3. .91 1 N Z 0 kz Z & 0 0 1 '0*61 r- - u CD 0. m 0 m --i 0 z -7� - Co !r`- ,1 SAWCUT AND MATCH - DUST PAVEMENT ELEV. �I 1 ( I J. I I N m I I 0 o-4 N . I 14' PAVEMENT \ SAWCUT AND MATCH EXIST. PAVEMENT ELEV. 8. i - 3 1 �ti \ Z N m SAWCUT AND D7aST. PA VS CONST. 40 IF OF 4' WIDE EIXTRARON TRENCH MANHOLE RIM. 7.05 INV. 3.50 ` BOT 1.50 DROP /Nt£T / DROP INLET RIM. 6.90 - \ RIM. 6.90 INV. 4.00 / BOT. J.50 I BO 0 / 7.05 BOT. 3. 1 350 T I \ 1 1 1 . :Sto 01 +19.93 1 I 1 � 15' CAP. / / £DCf OF PAVEMENT (TYP.) r / 3 5789 SW 62 AV. Zo W= a I I 711- i r \ I z I 15'EASEMENT 0 I SAMCUT AND MATCH EXIST. PAWDWENT ELEV. 35' I ENTRANCE FEATURE ` S.W.. 62nd. AVENUE PLAN Scale 1 "--30' 7.5' 7.5' 45' �7.62 C OF EASEMENT 7.68 12�_ � 1. 4ax � h m + a + + do cEDGE OF PAVEMENT' �. b c H O o y H PROFILE CENTFRLWE CONS7RUC77ON Man Hole Cover - See Note 1 IFS 7_62\ PROPOSED ELEVATION ^1b EXISTING ELEVATION i PROPERTY LINE CENTERLINE OO EXISTING WATER METER MEEXIST. PAVEMENT TO REMOVE k RECONSTRUCT to Nai Gra ,ad 7.5' 7.5' 7.5 Sod Pavement Pavement _ • _ _ j Nature A Crude 0.00 -0.15' t4 :1. _ { 1 -112' Asphalt Concrete Surface Course (Type S -111), © 8' Lhnerodk Base - { © 12' Stabilized Subgrade (LBR-40) T- )PICAL SECTION AT NON - DRIVEWAY CONDITION 15'Easement 7.5' 4of£asemenf 75' S' 1 Pavement Pavement_ A o�ve�inan ". 1 -0.15' 4 7C477±e Surface Course (Type S -Ill) - - ® S' L/merock Base © 12' StabMzed Subgrode (LBR =40) TYPICAL SECTION AT DRIVEWAY COMI7)ON A - USF 4155 -6212 USF 4155 -6212 r Frame & Grote r Frame & Grote 6'Co Conn. FTflet to 2' 10 -I 4' Form Smooth flow A.--J Bottom Sob to have -,WCI Y 'A -A� (3) 15 Bars Each Way. E7. 7.05 OF THE CH DROP INLET DETAIL N. T S Brdok &Mortar of all to Edgessket (gmpacred (2 Ell! 4 Losers Max) Tjpe P' c' • Trendy Liner (Note 6) Trendy Liner (Note 6) 35'0 8- GCE W. O 12' emoveble C Comp cfed bS%�Wo°sheed �&k w e -0 o 0 .6 o b FF//!! b e bb0 D O° Op b :� Inv. ET. 35 e e . 15' o 0 0 o t o ob o ob. See Note 2 0 0 0 0 >° ° o b O o o b. 3.50 i- e gb ° °b � e °o°b °ppe8 ob • p o '• v •_ o/* &jed ; ` 3,14 Washed Rock e b (_) °e by a bo 0 o bb 8.00 +.d See dosed Plpe Battle .: 4'-0' I A4 BaMooks h Mg 0 12' O.C. M - 14 Bars, NO IF-- All Concrete to be 4000 PST 12' GCE W Tjpe ll Cement 3- AM Burs f0' Sump Rot. ETeV. 1.00 1. Ring & Cover. USF 170X- Starm' 4. Cover Pipe Ends With No. 10 Galvanized or Weight 200 lb. Total Weight 35016. Aluminum Screen. Opening No Larger Then 2 Pi ac Shaft be 15' P.CA.P. f 1l zl /2" P 5. ollast Roek Shall be from Fresh Water . (HI -0 Approved Equal) Washed Free of Deleterious Matter. J. Pipes Shd/ Terminate 2 Feet From End 6. Sides and Top of Trench to be Lined with of Trench or Connect to Additional T)par Spumbonded Pale gpyfene F/7ter Fabric or Equal. Overlap Trene�hh Lin in? Material a Catch Basin as Required. Mlnlmum of Two (2) Feet at Tup. TYPE "P" MANHOLE AND EXFIL TRA 770N TRENCH IV.T.S DESCRIPTION REVISIONS CORIO CASTELLA CARBALLO THOMPSON SALMAN PA, DATE: 11/01 SHEET N0. APPROVED BY: DATE � + DRAWN: SC � CITY OF SOUTH MIAMI ° t ENGINEERS • ARCHITECTS• PLANNERS DESIGNED: RC 6130 SUNSET DRIVE DRAINAGE AT 5701/5789 SW 62 AV. N C1 2'- 901 PONCE DE LEON DL-D- SUITE 90D 3�- CORAL GABLES, F LCIRS"A 33134 CHECKED: RC m 4t� MIAMI <305D -A<5 -2900 PLORIDA x9001 440 -0227 OC: RC SOUTH MIAMI, FL 33143 °' DATE: ® PL REGISTRATIONS- EBOOD5022 AACOOEI42 CADD FILE: 1929-10 1 OF 1 r r / 3 5789 SW 62 AV. Zo W= a I I 711- i r \ I z I 15'EASEMENT 0 I SAMCUT AND MATCH EXIST. PAWDWENT ELEV. 35' I ENTRANCE FEATURE ` S.W.. 62nd. AVENUE PLAN Scale 1 "--30' 7.5' 7.5' 45' �7.62 C OF EASEMENT 7.68 12�_ � 1. 4ax � h m + a + + do cEDGE OF PAVEMENT' �. b c H O o y H PROFILE CENTFRLWE CONS7RUC77ON Man Hole Cover - See Note 1 IFS 7_62\ PROPOSED ELEVATION ^1b EXISTING ELEVATION i PROPERTY LINE CENTERLINE OO EXISTING WATER METER MEEXIST. PAVEMENT TO REMOVE k RECONSTRUCT to Nai Gra ,ad 7.5' 7.5' 7.5 Sod Pavement Pavement _ • _ _ j Nature A Crude 0.00 -0.15' t4 :1. _ { 1 -112' Asphalt Concrete Surface Course (Type S -111), © 8' Lhnerodk Base - { © 12' Stabilized Subgrade (LBR-40) T- )PICAL SECTION AT NON - DRIVEWAY CONDITION 15'Easement 7.5' 4of£asemenf 75' S' 1 Pavement Pavement_ A o�ve�inan ". 1 -0.15' 4 7C477±e Surface Course (Type S -Ill) - - ® S' L/merock Base © 12' StabMzed Subgrode (LBR =40) TYPICAL SECTION AT DRIVEWAY COMI7)ON A - USF 4155 -6212 USF 4155 -6212 r Frame & Grote r Frame & Grote 6'Co Conn. FTflet to 2' 10 -I 4' Form Smooth flow A.--J Bottom Sob to have -,WCI Y 'A -A� (3) 15 Bars Each Way. E7. 7.05 OF THE CH DROP INLET DETAIL N. T S Brdok &Mortar of all to Edgessket (gmpacred (2 Ell! 4 Losers Max) Tjpe P' c' • Trendy Liner (Note 6) Trendy Liner (Note 6) 35'0 8- GCE W. O 12' emoveble C Comp cfed bS%�Wo°sheed �&k w e -0 o 0 .6 o b FF//!! b e bb0 D O° Op b :� Inv. ET. 35 e e . 15' o 0 0 o t o ob o ob. See Note 2 0 0 0 0 >° ° o b O o o b. 3.50 i- e gb ° °b � e °o°b °ppe8 ob • p o '• v •_ o/* &jed ; ` 3,14 Washed Rock e b (_) °e by a bo 0 o bb 8.00 +.d See dosed Plpe Battle .: 4'-0' I A4 BaMooks h Mg 0 12' O.C. M - 14 Bars, NO IF-- All Concrete to be 4000 PST 12' GCE W Tjpe ll Cement 3- AM Burs f0' Sump Rot. ETeV. 1.00 1. Ring & Cover. USF 170X- Starm' 4. Cover Pipe Ends With No. 10 Galvanized or Weight 200 lb. Total Weight 35016. Aluminum Screen. Opening No Larger Then 2 Pi ac Shaft be 15' P.CA.P. f 1l zl /2" P 5. ollast Roek Shall be from Fresh Water . (HI -0 Approved Equal) Washed Free of Deleterious Matter. J. Pipes Shd/ Terminate 2 Feet From End 6. Sides and Top of Trench to be Lined with of Trench or Connect to Additional T)par Spumbonded Pale gpyfene F/7ter Fabric or Equal. Overlap Trene�hh Lin in? Material a Catch Basin as Required. Mlnlmum of Two (2) Feet at Tup. TYPE "P" MANHOLE AND EXFIL TRA 770N TRENCH IV.T.S DESCRIPTION REVISIONS CORIO CASTELLA CARBALLO THOMPSON SALMAN PA, DATE: 11/01 SHEET N0. APPROVED BY: DATE � + DRAWN: SC � CITY OF SOUTH MIAMI ° t ENGINEERS • ARCHITECTS• PLANNERS DESIGNED: RC 6130 SUNSET DRIVE DRAINAGE AT 5701/5789 SW 62 AV. N C1 2'- 901 PONCE DE LEON DL-D- SUITE 90D 3�- CORAL GABLES, F LCIRS"A 33134 CHECKED: RC m 4t� MIAMI <305D -A<5 -2900 PLORIDA x9001 440 -0227 OC: RC SOUTH MIAMI, FL 33143 °' DATE: ® PL REGISTRATIONS- EBOOD5022 AACOOEI42 CADD FILE: 1929-10 1 OF 1 r 711- i r \ I z I 15'EASEMENT 0 I SAMCUT AND MATCH EXIST. PAWDWENT ELEV. 35' I ENTRANCE FEATURE ` S.W.. 62nd. AVENUE PLAN Scale 1 "--30' 7.5' 7.5' 45' �7.62 C OF EASEMENT 7.68 12�_ � 1. 4ax � h m + a + + do cEDGE OF PAVEMENT' �. b c H O o y H PROFILE CENTFRLWE CONS7RUC77ON Man Hole Cover - See Note 1 IFS 7_62\ PROPOSED ELEVATION ^1b EXISTING ELEVATION i PROPERTY LINE CENTERLINE OO EXISTING WATER METER MEEXIST. PAVEMENT TO REMOVE k RECONSTRUCT to Nai Gra ,ad 7.5' 7.5' 7.5 Sod Pavement Pavement _ • _ _ j Nature A Crude 0.00 -0.15' t4 :1. _ { 1 -112' Asphalt Concrete Surface Course (Type S -111), © 8' Lhnerodk Base - { © 12' Stabilized Subgrade (LBR-40) T- )PICAL SECTION AT NON - DRIVEWAY CONDITION 15'Easement 7.5' 4of£asemenf 75' S' 1 Pavement Pavement_ A o�ve�inan ". 1 -0.15' 4 7C477±e Surface Course (Type S -Ill) - - ® S' L/merock Base © 12' StabMzed Subgrode (LBR =40) TYPICAL SECTION AT DRIVEWAY COMI7)ON A - USF 4155 -6212 USF 4155 -6212 r Frame & Grote r Frame & Grote 6'Co Conn. FTflet to 2' 10 -I 4' Form Smooth flow A.--J Bottom Sob to have -,WCI Y 'A -A� (3) 15 Bars Each Way. E7. 7.05 OF THE CH DROP INLET DETAIL N. T S Brdok &Mortar of all to Edgessket (gmpacred (2 Ell! 4 Losers Max) Tjpe P' c' • Trendy Liner (Note 6) Trendy Liner (Note 6) 35'0 8- GCE W. O 12' emoveble C Comp cfed bS%�Wo°sheed �&k w e -0 o 0 .6 o b FF//!! b e bb0 D O° Op b :� Inv. ET. 35 e e . 15' o 0 0 o t o ob o ob. See Note 2 0 0 0 0 >° ° o b O o o b. 3.50 i- e gb ° °b � e °o°b °ppe8 ob • p o '• v •_ o/* &jed ; ` 3,14 Washed Rock e b (_) °e by a bo 0 o bb 8.00 +.d See dosed Plpe Battle .: 4'-0' I A4 BaMooks h Mg 0 12' O.C. M - 14 Bars, NO IF-- All Concrete to be 4000 PST 12' GCE W Tjpe ll Cement 3- AM Burs f0' Sump Rot. ETeV. 1.00 1. Ring & Cover. USF 170X- Starm' 4. Cover Pipe Ends With No. 10 Galvanized or Weight 200 lb. Total Weight 35016. Aluminum Screen. Opening No Larger Then 2 Pi ac Shaft be 15' P.CA.P. f 1l zl /2" P 5. ollast Roek Shall be from Fresh Water . (HI -0 Approved Equal) Washed Free of Deleterious Matter. J. Pipes Shd/ Terminate 2 Feet From End 6. Sides and Top of Trench to be Lined with of Trench or Connect to Additional T)par Spumbonded Pale gpyfene F/7ter Fabric or Equal. Overlap Trene�hh Lin in? Material a Catch Basin as Required. Mlnlmum of Two (2) Feet at Tup. TYPE "P" MANHOLE AND EXFIL TRA 770N TRENCH IV.T.S DESCRIPTION REVISIONS CORIO CASTELLA CARBALLO THOMPSON SALMAN PA, DATE: 11/01 SHEET N0. APPROVED BY: DATE � + DRAWN: SC � CITY OF SOUTH MIAMI ° t ENGINEERS • ARCHITECTS• PLANNERS DESIGNED: RC 6130 SUNSET DRIVE DRAINAGE AT 5701/5789 SW 62 AV. N C1 2'- 901 PONCE DE LEON DL-D- SUITE 90D 3�- CORAL GABLES, F LCIRS"A 33134 CHECKED: RC m 4t� MIAMI <305D -A<5 -2900 PLORIDA x9001 440 -0227 OC: RC SOUTH MIAMI, FL 33143 °' DATE: ® PL REGISTRATIONS- EBOOD5022 AACOOEI42 CADD FILE: 1929-10 1 OF 1 r to Nai Gra ,ad 7.5' 7.5' 7.5 Sod Pavement Pavement _ • _ _ j Nature A Crude 0.00 -0.15' t4 :1. _ { 1 -112' Asphalt Concrete Surface Course (Type S -111), © 8' Lhnerodk Base - { © 12' Stabilized Subgrade (LBR-40) T- )PICAL SECTION AT NON - DRIVEWAY CONDITION 15'Easement 7.5' 4of£asemenf 75' S' 1 Pavement Pavement_ A o�ve�inan ". 1 -0.15' 4 7C477±e Surface Course (Type S -Ill) - - ® S' L/merock Base © 12' StabMzed Subgrode (LBR =40) TYPICAL SECTION AT DRIVEWAY COMI7)ON A - USF 4155 -6212 USF 4155 -6212 r Frame & Grote r Frame & Grote 6'Co Conn. FTflet to 2' 10 -I 4' Form Smooth flow A.--J Bottom Sob to have -,WCI Y 'A -A� (3) 15 Bars Each Way. E7. 7.05 OF THE CH DROP INLET DETAIL N. T S Brdok &Mortar of all to Edgessket (gmpacred (2 Ell! 4 Losers Max) Tjpe P' c' • Trendy Liner (Note 6) Trendy Liner (Note 6) 35'0 8- GCE W. O 12' emoveble C Comp cfed bS%�Wo°sheed �&k w e -0 o 0 .6 o b FF//!! b e bb0 D O° Op b :� Inv. ET. 35 e e . 15' o 0 0 o t o ob o ob. See Note 2 0 0 0 0 >° ° o b O o o b. 3.50 i- e gb ° °b � e °o°b °ppe8 ob • p o '• v •_ o/* &jed ; ` 3,14 Washed Rock e b (_) °e by a bo 0 o bb 8.00 +.d See dosed Plpe Battle .: 4'-0' I A4 BaMooks h Mg 0 12' O.C. M - 14 Bars, NO IF-- All Concrete to be 4000 PST 12' GCE W Tjpe ll Cement 3- AM Burs f0' Sump Rot. ETeV. 1.00 1. Ring & Cover. USF 170X- Starm' 4. Cover Pipe Ends With No. 10 Galvanized or Weight 200 lb. Total Weight 35016. Aluminum Screen. Opening No Larger Then 2 Pi ac Shaft be 15' P.CA.P. f 1l zl /2" P 5. ollast Roek Shall be from Fresh Water . (HI -0 Approved Equal) Washed Free of Deleterious Matter. J. Pipes Shd/ Terminate 2 Feet From End 6. Sides and Top of Trench to be Lined with of Trench or Connect to Additional T)par Spumbonded Pale gpyfene F/7ter Fabric or Equal. Overlap Trene�hh Lin in? Material a Catch Basin as Required. Mlnlmum of Two (2) Feet at Tup. TYPE "P" MANHOLE AND EXFIL TRA 770N TRENCH IV.T.S DESCRIPTION REVISIONS CORIO CASTELLA CARBALLO THOMPSON SALMAN PA, DATE: 11/01 SHEET N0. APPROVED BY: DATE � + DRAWN: SC � CITY OF SOUTH MIAMI ° t ENGINEERS • ARCHITECTS• PLANNERS DESIGNED: RC 6130 SUNSET DRIVE DRAINAGE AT 5701/5789 SW 62 AV. N C1 2'- 901 PONCE DE LEON DL-D- SUITE 90D 3�- CORAL GABLES, F LCIRS"A 33134 CHECKED: RC m 4t� MIAMI <305D -A<5 -2900 PLORIDA x9001 440 -0227 OC: RC SOUTH MIAMI, FL 33143 °' DATE: ® PL REGISTRATIONS- EBOOD5022 AACOOEI42 CADD FILE: 1929-10 1 OF 1 r 6'Co Conn. FTflet to 2' 10 -I 4' Form Smooth flow A.--J Bottom Sob to have -,WCI Y 'A -A� (3) 15 Bars Each Way. E7. 7.05 OF THE CH DROP INLET DETAIL N. T S Brdok &Mortar of all to Edgessket (gmpacred (2 Ell! 4 Losers Max) Tjpe P' c' • Trendy Liner (Note 6) Trendy Liner (Note 6) 35'0 8- GCE W. O 12' emoveble C Comp cfed bS%�Wo°sheed �&k w e -0 o 0 .6 o b FF//!! b e bb0 D O° Op b :� Inv. ET. 35 e e . 15' o 0 0 o t o ob o ob. See Note 2 0 0 0 0 >° ° o b O o o b. 3.50 i- e gb ° °b � e °o°b °ppe8 ob • p o '• v •_ o/* &jed ; ` 3,14 Washed Rock e b (_) °e by a bo 0 o bb 8.00 +.d See dosed Plpe Battle .: 4'-0' I A4 BaMooks h Mg 0 12' O.C. M - 14 Bars, NO IF-- All Concrete to be 4000 PST 12' GCE W Tjpe ll Cement 3- AM Burs f0' Sump Rot. ETeV. 1.00 1. Ring & Cover. USF 170X- Starm' 4. Cover Pipe Ends With No. 10 Galvanized or Weight 200 lb. Total Weight 35016. Aluminum Screen. Opening No Larger Then 2 Pi ac Shaft be 15' P.CA.P. f 1l zl /2" P 5. ollast Roek Shall be from Fresh Water . (HI -0 Approved Equal) Washed Free of Deleterious Matter. J. Pipes Shd/ Terminate 2 Feet From End 6. Sides and Top of Trench to be Lined with of Trench or Connect to Additional T)par Spumbonded Pale gpyfene F/7ter Fabric or Equal. Overlap Trene�hh Lin in? Material a Catch Basin as Required. Mlnlmum of Two (2) Feet at Tup. TYPE "P" MANHOLE AND EXFIL TRA 770N TRENCH IV.T.S DESCRIPTION REVISIONS CORIO CASTELLA CARBALLO THOMPSON SALMAN PA, DATE: 11/01 SHEET N0. APPROVED BY: DATE � + DRAWN: SC � CITY OF SOUTH MIAMI ° t ENGINEERS • ARCHITECTS• PLANNERS DESIGNED: RC 6130 SUNSET DRIVE DRAINAGE AT 5701/5789 SW 62 AV. N C1 2'- 901 PONCE DE LEON DL-D- SUITE 90D 3�- CORAL GABLES, F LCIRS"A 33134 CHECKED: RC m 4t� MIAMI <305D -A<5 -2900 PLORIDA x9001 440 -0227 OC: RC SOUTH MIAMI, FL 33143 °' DATE: ® PL REGISTRATIONS- EBOOD5022 AACOOEI42 CADD FILE: 1929-10 1 OF 1 r 3- AM Burs f0' Sump Rot. ETeV. 1.00 1. Ring & Cover. USF 170X- Starm' 4. Cover Pipe Ends With No. 10 Galvanized or Weight 200 lb. Total Weight 35016. Aluminum Screen. Opening No Larger Then 2 Pi ac Shaft be 15' P.CA.P. f 1l zl /2" P 5. ollast Roek Shall be from Fresh Water . (HI -0 Approved Equal) Washed Free of Deleterious Matter. J. Pipes Shd/ Terminate 2 Feet From End 6. Sides and Top of Trench to be Lined with of Trench or Connect to Additional T)par Spumbonded Pale gpyfene F/7ter Fabric or Equal. Overlap Trene�hh Lin in? Material a Catch Basin as Required. Mlnlmum of Two (2) Feet at Tup. TYPE "P" MANHOLE AND EXFIL TRA 770N TRENCH IV.T.S DESCRIPTION REVISIONS CORIO CASTELLA CARBALLO THOMPSON SALMAN PA, DATE: 11/01 SHEET N0. APPROVED BY: DATE � + DRAWN: SC � CITY OF SOUTH MIAMI ° t ENGINEERS • ARCHITECTS• PLANNERS DESIGNED: RC 6130 SUNSET DRIVE DRAINAGE AT 5701/5789 SW 62 AV. N C1 2'- 901 PONCE DE LEON DL-D- SUITE 90D 3�- CORAL GABLES, F LCIRS"A 33134 CHECKED: RC m 4t� MIAMI <305D -A<5 -2900 PLORIDA x9001 440 -0227 OC: RC SOUTH MIAMI, FL 33143 °' DATE: ® PL REGISTRATIONS- EBOOD5022 AACOOEI42 CADD FILE: 1929-10 1 OF 1 r DESCRIPTION REVISIONS CORIO CASTELLA CARBALLO THOMPSON SALMAN PA, DATE: 11/01 SHEET N0. APPROVED BY: DATE � + DRAWN: SC � CITY OF SOUTH MIAMI ° t ENGINEERS • ARCHITECTS• PLANNERS DESIGNED: RC 6130 SUNSET DRIVE DRAINAGE AT 5701/5789 SW 62 AV. N C1 2'- 901 PONCE DE LEON DL-D- SUITE 90D 3�- CORAL GABLES, F LCIRS"A 33134 CHECKED: RC m 4t� MIAMI <305D -A<5 -2900 PLORIDA x9001 440 -0227 OC: RC SOUTH MIAMI, FL 33143 °' DATE: ® PL REGISTRATIONS- EBOOD5022 AACOOEI42 CADD FILE: 1929-10 1 OF 1 r NORM 1 Z PPAINA 604o N • %000 y�(pc} 594' ,a c6A lPO2b y2� c6A I /2.i N c6��� Cg�E i mac» %via 6021 cow ►f pre c K eons .1,0 m av+�cL 2 2'+ I !2M � 1Z u OuT'4'1ki- Ot1IFrtu- 4:5 INVESTIGATION OF DRAINAGE S.W. 64TH PLACE AND TWIN LAKES DRIVE SOUTH MIAMI, FLORIDA vo1 voNCe oe �oe.� e�w.. S.—C voo DATE: 7/2/02 33131 DRAWN: Sc �_- ..��an (xs)- +as -zaoo RoRlow'(8O )—+.0 -o227 DESIGNED: RC pl REOStRI.TO�+Se E00005022 MCBOita2 ���� CHECKED: R-- C C3TS CONSULTING QC: R=-- CADD FILE: 1929_ i? � — CITY OF SOUTH MIAMI ' ['iTYWIDE DRAINAGE IMPROVEMENTS=PHASE III v � r CR7 62n.1 701W1? (FACT !11F CW 62n.1 S VFl SHEET No. SHEET DESCF CO SHEET PROJECT No. No. 1929 -24.04 CO CADD FILE 1929 - 029 -04CO ' ['iTYWIDE DRAINAGE IMPROVEMENTS=PHASE III v � r CR7 62n.1 701W1? (FACT !11F CW 62n.1 S VFl SHEET No. SHEET DESCF CO COVER SHEET C1 PAVING, GRADING (SW 62nd TERR, C2 PAVING, GRADING (SW 76th TERR 8 C3 DRAINAGE DETAIL 3. I4: Call 48 hours belore you dig Sunshine stole �.f One Coll of Florida, Inc. 1 -800- 432 -4770 w • v�aas s ara� Sara awr s va w • v�aa� as a+� SW 63rd ST (EAST OF SW 62nd AVE) SW 63rd TERR (EAST OF SW 62nd AVE) SW 76th TERR (EAST OF SW 58th AVE) SW 83rd ST (WEST,,OF SW 58th AVE) MIAMI -DADE COUNTY, FLORIDA t\NC ENC, American Consulting y Engineers Council z Member Supporting Excellence COUNCIL in Engineering LOCATION MAP SCALE: 1' =300' NORTH 99 76tH ST SW 76TH TER � 9w »TM PROJECT AREA SW 78M ST A A SW 76TH ST . 's sw eon+ sr Sr B1n ST PROJECT AREA tV 92ND Sr C3TS PROJECT NO. 1929 - 024.04 WO CASMa CRALIO .IHOMPSON SAL M, P.A. ENGINEERS • ARCHITECTS • PLANNERS 901 PONCE - DE LEON BLVD.. SUITE 900 CORAL GABLES. FL_CD RI ED 331 34 MIAMI (305.)- 445 -2900 FLORIDA (800)- 448 -0227 FL REGISTRATIONS: EB0005022 AAC002142 w U INCORPORATED x, 1927 t0RI'D APPROVED BY RAMON CASTELLA, P.E. REGISTERED ENGINEER NO. 40073 STATE OF FLORIDA r, == ■■ 1II11111� := - IIIIIIII ���' 111111111 IIIIIIIIIII CITY.OF SOUTH MIAMI CITYWIDE DRAINAGE. IMPROVEMENT PHASE IV PRE PARED FOR: CITY- OF SOUTH MIAMI M IAM I —DADE COUNTY, FLORIDA JUNE, 2007 �� = =1111111111111111����o` ° °`` 0 300 600 9DO .111: _I5 �Ilulll Illiui= = IIIIIIIIIIIID�� _.�� :..� _ _ _ SCALE IN FEET Z r- ---- — r7. scare sT ■■� ■11111_ �.,� 111 p �� -® ■� �:: �_ .�,.�;.•` � 11111 i� :� �: ■� _ := �: � , ����: �� �= = 111111111111 _ ��111111111111111 �M ■■■■ 1111 / ■ ■ ■■■■■ 1111 1 ■ ■� �INNER '. ■■ �■ LUCATION MAP SCALE T -ow 'ouy' u mlro U � � INCORPORATED � 1927 .�Loatt _I� CITY COMMISSION: MAYOR: VICE - MAYOR: COMMISSIONERS: CITY MANAGER: CITY ATTORNEY: CITY CLERK: PUBLIC WORKS & ENGINEERING DIRECTOR PREPARED BY: MARY SCOTT RUSSELL VELMA PALMER RANDY G. WISCOMBE MARIE BIRTS- COOPER CRAIG Z. SHERAR MARIA V. DAVIS LUIS FIGUEREDO MARIA M. MENENDEZ W. AJIBOLA BALOGUN, REM "IYLININTERNATIONAL engineers I planners I scientists EB00000407 201 ALHAMBRA CIRCLE • SUITE 900 CORAL GABLES, • FLORIDA 33134 305 -567 -1888 / FAX 305 -567 -1771 VICINITY MAP. NOT TO SCALE INDEX OF DRAWINGS SHEET NO. SHEET TITLE: 1 KEY SHEET/ LOCATION MAP 2 GENERAL NOTES AND MOT NOTES 3 LEGEND AND PROJECT LAYOUT 4 - 9 PLAN AND PROFILE SHEETS 10 DRAINAGE AND RESTORATION DETAILS 11 ROADWAY TYPICAL SECITONS SEAL DATE GARY LOCKWARD, P.E. CIVIL ENGINEER P.E. NO. 18941 201 ALHAMBRA CIRCLE • SWE 900 CORAL GABLES FLORIDA 33134 Call 48 Hours before you dlg i- eoo -az -mu `` HJR PROJECT NO. 550520.20 DATE SUBMITTED: JUNE 30. 2nn7 N SEA VIEW PARK T P.B. 17, PG. 80 ' ' ' PROP'27 LF 15- SOLID C.M.P. (INV. EL =0.75) 1 1 SD -07A PROP. 15 LF!15- SOLID C.M.P. I z o 10 zo. 4o so I CROSSNG UNDER EXIST. 8- WM (INV. EL =2.5f) #6141 ' I #6131 1 STA. 3 +34 (19' LT) (INV. EL= -0.$0) #E O 35' u 25'6 MAINT IN 6- CLEARANCE DA3 DA5 CROSSING UNDER EXIST. 6- WM GRAPHIC SCALE IN FEET m I CONTRACTOR VERIFY) ' j ESD -p1 TO BE REMOVED (INV. EL =1.5 I Q ( I EXIST. MAIL BOX $) Q -1.0' 1 I 6 #8495 j j TO REMAIN ' 0( W. 85 ST. STA: 3 +34 t9 LT TAIN 6- LEARANCE I Z # tr I SD-01 SD -03 RIM ELEV: =S.oT (CONTRACTOR VERIFY) #6071 1 b� STA, 1 +10 13', L i CONC. BOTTOM= 1.13' 1 1 5' I m I F- i STA +41 (14' LT) ( T) ' SD -06 j m =18" INV. W. =2.42' #6091 V1 * I > =1. 0' I O 6 m m m m ml 5' I e Co D. STA 2+33 (19' T C =2.0' _} E FLOWERSED b }TRUNK X13 y bb° 0 b ° =CLUS R __�EXI U d 6 ` BRICK =1.2' '°' BRICK OVERGROWN .. =1.0' *m b$=071 C - - -_ . 60 LF 15- FD PAVERS N PAVERS - _ _ 1 1 c� -- - O --1--- ---8- --a R ® 1L -_�--- 8,. _ : ?0 105 $:i 6 C.I. CI WM �p ,I '}�. DRIVEWAY T3 b — — b ,W M 1+ S SUR CO ui _ PROP. ASPHALT 1 PROP 10 LF 15 C M LF`.15 CC M L11 --24' DI. F.M.- - - -* -- P 4b y°i by ti APRON (IYP:)t b sPHAL OP 18 C9 PR ( 6 N BRICK •PAVERS .:< A 0 ..:. . 2D LF 15- FO ' BRICK PAVERS C" b` DRIVEWA 10 <'4 v m, —w1- " w w —w w— n " -�tw— w w a —° " —�- ORIVNUAY x m ORIVEW s ' {� b` ` m m =1.3 SMH -01 HEDGE . LAN ILK 11J PAVERS FLOWERSED j \ ° SD -04 -0'B I STA. 3 +40 (5' LT) I W I DRIVEWAY ' j q STA. 1 +84 (13' Rt) ° I I SD -07 ' \ SD -OS ! ' STA 3+40 13 R73 O 35 ; by 356 SO -01 DA2 I 4 DA4 STA 2+20 (13' RT) , DA7 ' Co N °o I STA 0+41 (13' RT) ' i \ I co # CONCRETE I 6 \ BEGIN OVERLAY 160 ' i B #6150 ' #6090 ! #6060 I H I DRIVEWAY I I I STA, 0+25 \ ' U) I 6 SAW CUT CLEAN EDGE FEATHER AD e MATCH EXIST. PAVEMENT - j— --r INV. EL =1.90f MAINTAIN 6- CLEARANCE ' (CONTRACTOR VERIFY) #6031 W SD -O8A i STA. 4+51 22 L PROP. 13 LF 151 SOLID C.M.P. 5' 25' Q #5991 Z I #6071 #6D5, D8 (INV. EL =D:05t O I ESO EMAIN TO BE REMOVED CROSSING UNDER'IXISi. 6- WM ESD -04 I I 1 0 ESD -08 I STA: 6 +31 (19' LT) STA: +20 (19' LT) STA: 4 +51 (22' LT) so-in v (INV. EL =2.0Of RIM ELEV. =5.45' 1 in I I STA: 7 +28 (16' LT) . Q RIM E�V. =5.0T RIM ELEV. =5.51' STA. 5+04 (19' L : _MAINTAIN 6 -I C CE m 3 RIM '+ RIM BOTTOM= -0.47' I. BOTT 1.13' j 00 80M =0.38' PROP. ASPHALT (CONTRACTOR VgIF'1� m =t2" INV. 5 =0.60' 1 GUARDRAIL in COVERED 0 87 z_ I m =181= (TYP ") S.W. 85 ST. INV. 42' 1 INV. E. =2.32' APRON oI �.- z I - O U _ -�- T. iR bT AWY 4' RADIUS ' ASPH FLOWERS FX- =1.3' ---- -�$ y ASPHALT b- ® 4 CI \wM y tr -q RVEWY - -_ -6 I W M - - - - . 0 431F 15 1..4... 141. " b i—�—, b`� — — F- ~ PROP 18 LF fi I SURVEY 1 bq w BRICK PAVERS A 4 TRUNK m A H. ® `+ ASPH. N ASPH. a, y8 ,• ~ yet __�- -® rl (n _ - ye DRIVEWAY =O. SPH. CL TER 7 „ p I DWY. - - - D o - (f) EDG w , e' WY. ° "0 ' -BST a b�'� = BST-�� °- m 0 yews RT b ESD -06 ESD -07 F- I 3' RADIUS 5.5 0 }.5' RADIUS =1.O 7' RADIUS =2.0' -� 1 STA: 6 +89 (19' RT) STA: 7 +42 (15' RT) W SD -08 FLOWERBED RADIUS STA. 4+40 (12' RT FLOWERBE 3 FLOWERBED j SMH -03 " FLOWERBED 1 yb I I 1 RIM ELEV. =5.47' RIM ELEV. =5.96' LINK CLUSTER SD -09 STA 5 +01 (5' LT) =2.p' I I 1 I BOTTOM= -0.33' BOTTOM =1.46' 5' RADIUS 25 2 0 =12" INV. E. =0.41' 0 =12" INV. W. =254' STA 4+99 (13 FLOWERBED OPROP. 20 LF 1- C.M.P. ' b ; #5990 I SMH -02 `1 6 0 #6020 STA 4 +51 (5' LT) ESA :6 I " BEGIN OVERLAY DA9 STA: 6 +45 (33' RT) 1 1 #6060 I ' #6000 I ASPHAL STA 6+60 cl) RIM ELEV =5.55' ASPHAIT DRIVEWA SAW CUT CLEAN EDGE, H I I BOTTOM =0.24' I bRIVEWl1Y I T 0 =18" INV. 5. =0.31' 1 I I 1 FEATHER AND 0 =18" INV. E. =0.35' I I I MATCH EXIST. PAVEMENT I 0 =12" INV. N. =0.48' I I (SEE FEATHERING DETAIL _ � 1� - --- ---------- - -- - -J I I '^$ SHEET C-6) 1 FXIiT 74" .I 1 REVISIONS - Milian, Swain & Associates, Ina. DESIGN BY A.S. FOR: CITY OF SOUTH MIAMI CITYWIDE DRAINAGE IMPROVEMENTS -PHASE V SHEET DATE DESCRIPTION 2025 S.W. 32nd AVENUE, MIAMI, FLORIDA 33145 DRAWN BY L.G. MSATEL i (305)441 -0123 FAX (305)441 -0688 CHECKED BY J.M. �PPRO`E' �^ FIG-1 1 CIVIL k ENVIRONMENTAL ENGINEERS • UnUlY MANAGEMENT• FINANCIAL CONSULTANrs DRAINAGE AREA MAP -SITE Ik1 CEFMFIGTE OF AUTHORIZAMON NO. 5460 DATE: 11 -30 -07 A1SENIO ULM, P.E. 13134 DATE SCALE: AS NOTED DATE: 11 -30 -07 1 PROJECT NO.: C24 -04 M f N.W. CORNER OF SEC. 25-54-40 w -2 � 4 4 0 10 20 40 60 GRAPHIC SCALE IN FEET FR 73 AreV A Milian, Swain & Associates DESIGN BY A.S. FOR: CITY OF SOUTH MIAMI CITYWIDE DRAINAGE IMPROVEMENTS -PHASE V SHEET DATE DESCRIPTION 2025 S.W. 32nd AVENUE, MIAMI, FLORIDA 13 DRAWN BY L.G. 1 DATEL. (305)441-0123 FAX (305)441-0688 CHECKED BY J.M. APPROVED By: DRAINAGE AREA MAP - SITE #2 FIG 2 CML & ENVIRONMENTAL ENGINEERS • UTILITY wxAGuDfr• FINANCIAL CONSULTANTS I: - CERTIFICATE OF AUTHORIZATION NO. 5460 DATE: 11 -30 -07 1 AMENIO MILIAN, P.E 13134 DATE SCALE: AS. NOTED DATE: 11 -30 -07 1 PROJECT NC.: C24-04 1.0' CONCRETE- BRICK PAVERS I PROP ., 15 MP BASELINE OF�, - cv 1,10010'357W 828.47' PROP 18 '15 ........................................................ BRICK BRICK - - - - - - - !4 _PJ.AUM I ASP I 1 ASPH.. ..... . . . . . . . . . . ....................... DWY. DWY. MULCH DWY. DWY. 1141 AREA In PLANTED 0': {, CONC.. WALK 1 #5809 #5761 1 #5741 #5857 -0 — =1.6' I DWY.' I STA. 10+96 (5- L STA. 11+39 (51 LT) e \ SMH-O ESD-03 STA. 10+16 (15' RT) STA. 12+28 (5' LT) RI M ELEV.=7.39' by END OVERLAY 1 BOTTOM=2.61 ' 0-12: INV. N,=3.27' RI ELEV.=7.36 M BOTTOM=2.62' S.W. 64th AVE. .=2 #5845 0=1 2 NV. E.=2.82' BEGIN OVERLAY o=12* INV. S.=2.93' D".. --_m". H H T­_ O=12' INV. W.=2.81' I STA. 10+31 I SAW CUT CLEAN EDGE, FEATHER AND #5805 MATCH EXIST. PAVEMENT (SEE FEATHERING DETAIL SHEET c-6) MATCH EXIST. PAVEMENT #5751 (SEE FEATHERING DETAIL SHEET C so. .;o I 25T0 2d' I 8 EXIST. STORM STORM PIPE (r m 0.50' I HEDGES VAOTH=4.0' ESD-02 00 1 STA. 'D+1=1'�'171. LTI U") OL E, #5856 z C.) 9WOWN111.89m r moor cd ASPHALT DRIVEWAY o=12" INV. o=12" INV. E.=3.27' I I La T m =12° INV. W.=3.32' I i PROP. ASPHALT -070w z m I =2.1' - SD-02 APRON (TYP.) SD-03 145750 ESD-01 0 101 STA. 0+36 (5 LT) SD-01 LT) (SSiEE "100'N. DETAIL I STA. 11+39 (10' L #5760 ITA. +11 111' J) 05.) 0.50 STA. 10+36 (11' LT) Is MATCH R M '!EV OTT 0 DA 4 DRIVEWAY RECONSTRUCTION -04 ,--REFG—ES ---, gi =O. 0 (SEE DETAIL SHEET u-6) 12+28 (10 LT) WOT-H=6.0 L P 4 0. i- in ♦ ASPHALT =2. 0 _6" wM- - �- - - - P 0 6. w t A. - '3' P _ , -'T , IT 4 o H' 0 .50' .5 -- ---- --- LUSTER PROP. 5 LF 15" CMP 4 4 0 10 20 40 60 GRAPHIC SCALE IN FEET FR 73 AreV A Milian, Swain & Associates DESIGN BY A.S. FOR: CITY OF SOUTH MIAMI CITYWIDE DRAINAGE IMPROVEMENTS -PHASE V SHEET DATE DESCRIPTION 2025 S.W. 32nd AVENUE, MIAMI, FLORIDA 13 DRAWN BY L.G. 1 DATEL. (305)441-0123 FAX (305)441-0688 CHECKED BY J.M. APPROVED By: DRAINAGE AREA MAP - SITE #2 FIG 2 CML & ENVIRONMENTAL ENGINEERS • UTILITY wxAGuDfr• FINANCIAL CONSULTANTS I: - CERTIFICATE OF AUTHORIZATION NO. 5460 DATE: 11 -30 -07 1 AMENIO MILIAN, P.E 13134 DATE SCALE: AS. NOTED DATE: 11 -30 -07 1 PROJECT NC.: C24-04 1.0' CONCRETE- BRICK PAVERS I PROP ., 15 MP BASELINE OF�, - cv PROP 18 '15 ........................................................ BRICK BRICK - - - - - - - !4 _PJ.AUM I ASP I 1 ASPH.. ..... . . . . . . . . . . ....................... DWY. DWY. MULCH DWY. DWY. PH DWY.' AREA In PLANTED 0': {, CONC.. WALK SMH-02 SMH-03 AREA ASPH -0 — =1.6' I DWY.' I STA. 10+96 (5- L STA. 11+39 (51 LT) e \ SMH-O ESD-03 STA. 10+16 (15' RT) STA. 12+28 (5' LT) RI M ELEV.=7.39' e END OVERLAY 1 BOTTOM=2.61 ' 0-12: INV. N,=3.27' RI ELEV.=7.36 M BOTTOM=2.62' S.W. 64th AVE. STA. 12+60 #5845 0=1 2 NV. E.=2.82' BEGIN OVERLAY o=12* INV. S.=2.93' SAW CUT CLEAN EDGE, FEATHER AND I I O=12' INV. W.=2.81' I STA. 10+31 I SAW CUT CLEAN EDGE, FEATHER AND #5805 MATCH EXIST. PAVEMENT (SEE FEATHERING DETAIL SHEET c-6) MATCH EXIST. PAVEMENT #5751 (SEE FEATHERING DETAIL SHEET C 4 4 0 10 20 40 60 GRAPHIC SCALE IN FEET FR 73 AreV A Milian, Swain & Associates DESIGN BY A.S. FOR: CITY OF SOUTH MIAMI CITYWIDE DRAINAGE IMPROVEMENTS -PHASE V SHEET DATE DESCRIPTION 2025 S.W. 32nd AVENUE, MIAMI, FLORIDA 13 DRAWN BY L.G. 1 DATEL. (305)441-0123 FAX (305)441-0688 CHECKED BY J.M. APPROVED By: DRAINAGE AREA MAP - SITE #2 FIG 2 CML & ENVIRONMENTAL ENGINEERS • UTILITY wxAGuDfr• FINANCIAL CONSULTANTS I: - CERTIFICATE OF AUTHORIZATION NO. 5460 DATE: 11 -30 -07 1 AMENIO MILIAN, P.E 13134 DATE SCALE: AS. NOTED DATE: 11 -30 -07 1 PROJECT NC.: C24-04 I I I WEST LINE OF E 114 OF SW 1/4 OF NW 11/4 SECTION 23 -54 -40 I - 35 I y • I q" gtiA yy I 9' +9' _1 BURIED TEL. I 30" COVER ' LOT 2 BLOCK 1 I -F UGT- C.B.S. WALL • ` I PRIMA INDUSTRIAL PARK (PB -133, PG -8) I I j y o y y y� 1ry� Q I z _c q7 9ry1 I W MATCH EXIST. SD -04 GRADE WAREHOUSE ELEVATIONS I I a o� 9• q,y1 I � co '^ 3 a p Q 3I-9' ,y1 q' I EXIST. SAN. l9? 9ry MANHOLE I 21 RIM EL-9.05 9, INV. EL.=4.03q~'ry --- - - - - -r BURIED TEL. I 30" COVER -- q -I -UGT ± I I 6 �M1 0 I 1` a• ` I I I I 0 10 20 40 so GRAPHIC SCALE IN FEET v PRIMA INDUSTRIAL PARK (PS -133, PG -B) I - ' LOT 2 BLOCK 1 C.B.S. WALL PROP. 54 LF 15' CMP I PRIMA INDUSTRIAL PARK (PB -133, PG -8) J y o y y y� 1ry� LOT 1 BLOCK 1 oey SAW -CLOT & �o o• _ �I. • + e'_.. o tq• ' 9? .1b y9 9' + 9 +9. q ryry q`•' , MATCH EXIST. SD -04 GRADE WAREHOUSE ELEVATIONS + I I L �F o I 1 S c +PARKING SPA E$ 9 I qy9 9M19' 9 ?'• ` 9:69 ?y q? 'L 9ry�,1 0' q 9 yp ti + +ti `� y I� y Dry O 1q +q 1 t9t + + i 91 I I N I I O y1 '� .1 q q •w EXIST. 1 p + yb q 9�9 _9-_-} y 9 9 9 CONCRETE +q U }° o~ } SAW- CUT9de +• I + + 6 q. +. 9+ SD_03 9'e q? 9 yry ''6 96 +qq +91� +qe +9e +qyy MATCH EST. - - ro - - - - - ` SAW -CUT2t + " 4!1 q 1 I 0 o1n q q! gy 6 6 29' yp t7 i }°' 9' } + b °' wi oh ova EIgEYA9 O+N o + + , ° +q'q' ±- f MATCH EXIST. a q` U+ o 1 0 6 .+ PRO 4 :�° 1o° GRADE E 0 p7` I 9 c;' q 6 15' CMP q +q$ 9 LD y 99 }9 , q? + z- IC 91gU 9. 1 qh + + + + + yy 74'9' . 6 + -} 9 q h 0y _ ASPHALT.` .1 9' 9' 97 try 9y9 - a +91. II 941Ct PAVEM E�Q7 �Ory BO:f I66 �y °' b 19 h +9' tq. +q. iq� +°.• +q. yb y1 +q!�6 +q'�y +9� �.q•, + + +9y }qh .1� �. °a.. - i'9 +9 +qb 9 i bb 9y qby 966 96y 9yq 9y0 9 - •----- - - - - -- + q a +9I T9-OT'gry 9+ .� ='f'� {� c9 W -Curie 1 9 - - - -- - - - -4- y y q' 9' u Q 8 q + + y --q�- 1 9 66 bh qb q. }9 �°'S 9 MATCH EXIST. U O6 9. yb qq q. - - - - - 6 y qb 9? 0;s6 + + U qy a 9° I ° °I °° 1y RARE E ATfbN + + + + +qg +qh +q + + +LESS -04+ 9 y bey �i +9p +9p +9 9 q0 +1 q0 +1 6 9' f ,�h :`'S b rS ESD -03 yy yy y9 y0 61 bry °' > c, U o 1 9 y� / /.` RIM EL= 9.40'9`'oA. ,h° yo y p"J p9 GRIM EL. =9.38' q• q• q. 9 9 ^° }q6° }9 1AU °+ +9 t'y +q / o q'}+ BOTP E1.3'1.03'F9• }9' +qb +9' +9• +9'p +9' BOTTOM -�L I J.i + + + �{-E$ -0 4 n+� 6'L +q +q'� +9' } + 9+ y // 6 p'� ASPHALT yy 6 q. 69 by �- - 9? __U 1 y� 94, 41 yh 9' y9 yb yy ya PAVEMENT 1 6� Fp 96 - q. q. q. ELECTRICt9-+ -t - - -- - O '� 01 +q 9' +/ q 9 q 9 9' +9 1 +y9 9 }9 +9 + + + 0� -- 1 .' } 9 Dry 1 0 - f� OII 10' + / + BOX +gMsr p } ^ }90 +91 9 q }�'S tA' i-�'• -Fq •F9 9 }U + // (i }�'� q 6 7 61 1, 09 0 61 _ . i' 66 1 y9 p 1b y 1 -'1 q. q. q• q 9' U'9- +- o b y9 h 6` bo y� +9' q. /y9. p�9' +9' D4�ag yq \ 9 9' 11 p0 ,19 00 1 y 0 9' 6 q. 1 �O + / T t }q/ +9. +9. 9. q. + q' + 9 +U + / + o f I IPAR ING SPACES bd •°' by \ ry 6 0 q. 0 1� 1 1b qb +9• I +9• I.I. I t9' I + I +. 6 s � .{�, � ryo o• yy by `.� 6° o +°j. + 'F +9. +9. + •GASf9 + 9' + H' I i1 9' + c o c +qo o CONCRETE ,PUMP I =p I q Icyb I °1.1° yryl° ql= hrt= !' b 9 try _ pry 1p�p y qy 959 9 +q0 +qy +qp 90 +qy9 +qb° +qb +90 I +q01 +9 ^1 t91 909 +qb +q'O +9 +9 +9 +9 +9 }9 SAN.- -_ 9 ESD -02 EXIST. SAN. U RIM EL. =9.61' MANHOLE RIM EL -9.37 BOTTOM EL. =1.23' - I INV. EL-4.25 EXIST. SAN. MANHOLE RIM EL. =9.02 INV. EL. =4.08 PLAN VIEW SCALE 1 " =20' t LOCATION MAP SCALE: 1' =300' REVISIONS Milian, $vein & Assooiates, Inc. DESIGN BY � A.S. FOR: CITY OF SOUTH MIAMI CITYWIDE DRAINAGE IMPROVEMENTS -PHASE V SHEET DATE DESCRIPTION 2025 5 S.W .W. 32nd AVENUE, MIAMI, FLORIDA 33143 DRAWN BY L.G. L TEL (305)441 -0123 FAX (305)441 -0688 CHECKED BY J.M. �PiO�D B ° DRAINAGE AREA MAP - SITE #3 CML do EN4IRONMDRAL ENGINEERS • unLTTY MANAGEMENT• FINANCIAL CONSULTANTS FIG -3 CERRFlCATE OF AUTHORIZATION NO. 5460 DATE: 11 -30 -07 1 ARSENIO ULM, P.E. 13134 aTE SCALE: AS NOTED I DATE: 11 -30 -07 1 PROJECT NO.: C24 -04