05-20-08 Item 6South Miami
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1�• p CITY OF SOUTH MIAMI 1111.
�OFFICE OF THE CITY MANAGER
yv INTER - OFFICE MEMORANDUM 2001
To: The Honorable Mayor Feliu and Members of the City Commission
Via: W. Ajibola Balogun, REM, CFEA, City Manager
From: Jose Olivo, P.E.,
Engineering and Construction Ops. Mgr.
Public Works & Engineering Department
Date: May 20, 2008 Agenda Item No.:
Subject: Authorizing the City Manager to execute Right -of Way Maintenance Agreement
with 64 Development Corporation
Resolution: A RESOLUTION OF THE MAYOR AND CITY COMMISSION OF THE CITY
OF SOUTH MIAMI, FLORIDA, AUTHORIZING THE CITY MANAGER TO
ENTER INTO AN AGREEMENT WITH 64 DEVELOPMENT
CORPORATION, A FLORIDA CORPORATION, FOR DISCHARGING
ONSITE DRAINAGE (STORMWATER) INTO OFFSITE DRAINAGE
FACILITES TO BE CONSTRUCTED AND MAINTAINED BY 64
DEVELOPMENT CORPORATION IN PERPETUITY; PROVIDING FOR AN
EFFECTIVE DATE.
Background and Analysis:
A new development (office /retail) is proposed at the NW corner of SW 74th Street
and SW 59th Court. Due to the magnitude of the proposed structure, the
County's Department of Environmental Resource Management did not allow an
on -site drainage system on the property. The only alternative for the developer
(64 Development Corporation) is to drain off -site along SW 74th Street from SW
59th Court to SW 61s' Avenue. Staff has worked with the developer to allow the
property to drain along the city's right -of -way by upgrading the existing drainage
system and for the developer to maintain the system in perpetuity.
In addition to the right -of -way drainage system upgrade, 64 development
corporation will be upgrading utilities within the right -of -way abutting their
property including, but not limited to, a potable drinking water system, to include
new sidewalk, irrigation and landscaping, street lighting, traffic calming devices
and pavement marking.
Recommendation:
It is recommended that the City Commission approve the resolution.
Backup Documentation:
❑ Proposed Resolution
❑ Copy of R/W Maintenance Agreement with 64 Development
Corporation
❑ Offsite improvement plans.
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RESOLUTION NO.
A RESOLUTION OF THE MAYOR AND CITY COMMISSION OF THE CITY OF
SOUTH MIAMI, FLORIDA, AUTHORIZING THE CITY MANAGER TO ENTER
INTO AN AGREEMENT WITH 64 DEVELOPMENT CORPORATION, A FLORIDA
CORPORATION, FOR DISCHARGING ONSITE DRAINAGE (STORMWATER)
INTO OFFSITE DRAINAGE FACILITES TO BE CONSTRUCTED AND
MAINTAINED BY 64 DEVELOPMENT CORPORATION IN PERPETUITY;
PROVIDING FOR AN EFFECTIVE DATE.
WHEREAS, the Mayor and City commission wishes to encourage development, infrastructure
improvements and utilities maintenance within the City of South Miami; and,
WHEREAS, the Owner of 64 Development Corporation is requesting to construct off -site
drainage facilities on the city's right -of -way abutting the property and to maintain the facility; and,
WHEREAS, the address of the property is 5966 South Dixie, South Miami, Florida 33143; and,
WHEREAS, the right -of -way is located on SW 74th Street from SW 61" Avenue to SW 59th
Court, all pursuant to the plans and specifications.
NOW, THEREFORE, BE IT RESOLVED BY THE MAYOR AND CITY COMMISSION OF
THE CITY OF SOUTH MIAMI, FLORIDA THAT:
Section 1: That the Mayor and City Commission authorize the City Manager to execute the
Right -of Way Maintenance Agreement.
Section 2: The maintenance agreement must be recorded and the recording fee shall be paid
by 64 Development Corporation.
Section 3. The attached Right -of Way Maintenance Agreement is made part of the resolution.
PASSED AND ADOPTED this
ATTEST:
CITY CLERK
READ AND APPROVED AS TO FORM
Luis R. Figueredo,
Nagin Gallop & Figueredo, P.A.,
Office of City Attorney
day of , 2008.
APPROVED:
MAYOR
COMMISSION VOTE:
Mayor Feliu:
Vice Mayor Beasley:
Commissioner Wiscombe:
Commissioner Palmer:
Commissioner Beckman:
RIGHT OF WAY MAINTENANCE AGREEMENT
BETWEEN CITY OF SOUTH MIAMI AND
64 DEVELOPMENT CORPORATION
Whereas, Owner has requested, and the City has agreed, subject to the terms and conditions
in this Agreement, to grant Owner the right to construct off -site drainage facilities on the City's
right -of -way abutting the property as described below; and,
Whereas, the address of the property is located at 5966 South Dixie, South Miami, Florida
33143; and,
Whereas, the right -of -way is located on SW 74th Street, between SW 61" Avenue and
SW 59th Court, all pursuant to the plans and specifications; and,
Whereas, the drainage improvements ( "drainage improvements ") consist of drain fields into
which drainage from the property shall flow; and,
Whereas, the drainage plans and specifications for the property prepared by Pistorino &
Alam Consulting Engineers have been approved by the City and Owner ( "plans and
specifications ").
Now, therefore, this Agreement is entered into this day of , 2008, by
and between the City of South Miami, Florida, a Florida municipal corporation, and 64
Development Corporation, a Florida Corporation, for itself and for its successors, assigns and
heirs (Owner), in and for the consideration of ten dollars ($10.00) and the mutual covenants
contained in this Agreement, the receipt and legal sufficiency of which is acknowledged by both
parties.
1. WHEREAS CLAUSES
1.1. The above whereas clauses are incorporated into this Agreement.
2. LEGAL DESCRIPTION OF THE PROPERTY AND RIGHT -OF -WAY
The property which is bound by this Agreement is legally described as:
WG& aescm1" noN= ell
PARICEI. A:
LOTS 9 AND 10 AND THE EAST 10.0 FEET OF THE SOM 95.55 fW OF LOT 9. BLOCK 2, "AMENDED PLAT OF E SOLOWIFF
SUBDIVISION'. ACCIORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 7, AT PAGE 1 1, OF THE PUBLIC R50CRDS OF
A1N4 I -WIDE COLAITY, FLORIDA.
AND.,
ALL Of LIOT G AND THAT PORTION OF LOT 8 GIBED AS MLLOWS: 5WINNNG AT 7FiE 50UTH%eSIERLY C XNER CP LOT G.
THENCE SO 3li 30.34 FWr. THENCE EAST 64.9 FEE% 14ENCE NORIt! 307.34 ft , r. iHE]NCE NC)RYHVY'Ir'STCRL.Y 41.5 F$T.
THENCE 50Ur11VjC5TCRLV 50.0 FEET TOM-11Z ORIGINAL POINT OP BEGINNING, ALL LYING IN BLOCK P, Or "THE AMENDED PLAT Or-
SOLOVOW SUL3171VISM, AS RMMED IN PLAT SOCK 7, AT PAGE I 1 OF THE PuBac RemR55 OP mimsI -DADS (homy,
F40m1L7A.
PARCEL B=
ALL OF LOT A BLOCK 2. - 50UWOFF5 5UBDIV15 KW. A5 R19C',OR ZI? IN PLAT BOCK 7. AT FAGF 1 1. AND r= 5OU7,111 JT 15.0
PEST OP LOT 4 (WHICH 15 THE STRIP 15.0 PET *= AND 1 10.0 FEET LONG ADJOINING LOT 31 OF SAID BLOCK 2: AND ALL OF
LOT 6. BLOCK 2. 0021ff "FAST 14.0 PITT h9REOF. AND =Mr r TFIB FOUL WING P9%M5 R PaD ON. 1JE ANNrNG ATTMI!
SOLA"INEST CORNER OF-SAID LOT b: THENCE RUN EA5TERLY ALONG THE 50UTF1 LINE, G4.9G FIST; THENCE NDRTIWEMBE LY
PARALLEI. TO THE Wi fr UNE tr 5AID LOT 8 FOR 30.34 FEET; THENCE NOMWE5TELY ON A PRODUCTION Of THE
NakwASTERLY LINE OF LOT G. A D15TAWX OF 41.50 FEET TO THE DIVIDING LINE BMWEEN LaM 8 AND G. THENCE ALONG THE
DIMD04 UNE METWl'EN L:C1T'S 8 AMD C. SOUTWVA 57MY 50.0 PEEr TID TH E NOIZMWIS"WRLY CORNER OF LOT S. YHENCE
SOL MERLY 30.34' FIST TO THE POINT Of 5EGIN111NG, ALL LOCATED IN 'SOLMM-5 SUBDIVISIOM. RQXMING TO THE
AN IC9NOM PLAT TIit:REOF, A5 PMOROM IN PLAT BOOK F, AT MCC 1 1. OF THIC PUBLIC R=RD5 OF MIAMI -DADC COUNTY,
F LOR 12k
Page 1 of 8
SUBJECT TO:
2.1 All rights, reservations, restrictions, limitations and
easements of record and all zoning ordinances, restrictions,
prohibitions and other requirements imposed by
governmental authorities, without reimposing the same.
2.2 The right -of -way upon which the drainage improvements
are to be constructed and maintained by 64 Development
Corporation, is legally described as follows:
SW 74th Street, between SW 61" Avenue and SW 59th Court, all
pursuant to the plans and specifications.
:�IO UI' : • / ul
3.1 Owner shall construct the drainage improvements on the above- described
right -of -way consistent with the plans and specifications which were prepared by Pistorino & Alam
Consulting Engineers, dated , 2008, and which were approved by the City on
2008, and as they may be amended and approved by the City and Owner from
time to time.
3.2 Owner shall satisfy all state, county and City plan review, permitting and
construction standards, including, but not limited to, limiting the location where drainage trenches
can be installed and specifying the standards for drainage system construction.
3.3 Owner shall maintain the drainage improvements in good repair at all times,
at its sole expense, and prevent the drainage improvements from becoming traffic and pedestrian
hazards. In the event the drainage improvements cannot be repaired owner shall promptly submit
plans and upon approval by the city and regulatory agencies replace and install at its cost a new
drainage system. The Owner shall be entitled to enter the right -of -way as necessary to perform
necessary maintenance, subject to standard permit requirements. The City shall have the right, but
not the obligation, to repair the drainage improvements upon giving the Owner 30 -days written
notice of any necessary repairs, and Owner's failure to perform the repair within an additional 30-
day period. The cost of repair shall be charged to and shall be reimbursed by the Owner within 30
days of receipt of the invoice from the City.
3.4 Owner shall have the right to enter the right -of -way for the purpose of
constructing and maintaining the drainage improvements. Owner shall secure necessary permits
from the City to perform the work and shall notify the Public Works Department of its work
schedule and work plans.
4. RESERVATION OF RIGHTS
Page 2 of 8
4.1 The City reserves the right to enter upon the right -of -way at any time for
any municipal purpose, including, but not limited to, clearing accidents, maintaining the right -of-
way, and placement of telecommunication cables and equipment. The City, or its agents and
licensees, and independent contractors, shall disturb the drainage improvements as little as
possible to accomplish the municipal purpose, and shall make any and all repairs resulting
therefrom.
5. CORRECTION OF UNSAFE CONDITION
5.1 The drainage improvements shall be maintained in a safe condition at all
times by Owner. In the event the City determines that an unsafe or dangerous condition exists in
the right -of -way which is caused in whole or in part by the failure to maintain or to restore the
improvements, the City has the right, after giving the Owner 30 -days written notice, to cure,
repair, correct or modify the drainage improvements and the affected right -of -way at the
Owner's expense.
5.2 If the City determines that the unsafe or dangerous condition is of an
emergency nature, which threatens public safety or damage to property, it may take immediate
action to remedy the situation. The City shall give notice of the emergency condition and the
corrective action to the Owner as soon as is practicable.
6. INDEMNIFICATION AND HOLD HARMLESS
6.1 Owner shall indemnify, defend and hold the City harmless for any claim,
investigation, settlement, judgment or expense, including reasonable attorney's fees and costs
necessarily incurred, arising out of or relating to any claim for death or bodily injury, property
damage, including damage to the right -of -way, or personal injury that is allegedly caused in
whole or in part by the construction and maintenance, or the failure to maintain the drainage
improvements.
7. UTILITY AND RIGHT OF WAY IMPROVEMENTS
7.1 Owner shall upgrade all storm water systems on SW 74th Street, between
SW 61St Avenue and SW 59th Court, all pursuant to the plans and specifications. to current code
requirements for both storm water quantity and quality to the extent required pursuant to
applicable City of South Miami and Miami -Dade County Codes and pursuant to the approved
plans and specifications.
7.2 Sizing of the system shall be for both the on -site needs and the needs of
the public right -of -way for the entire extent and width of the right -of -way described above,
which shall also include on SW 74th Street, between SW 61St Avenue and SW 59th Court, all
pursuant to the plans and specifications.
7.3 Owner shall upgrade other utilities within the right -of -way in accordance
with the approved plans and specifications, as amended, including, but not limited to, potable
water distribution systems, storm sewer system (drainage) and sanitary sewer systems.
Page 3 of 8
7.4 Owner shall upgrade the right -of -way pursuant to the approved plans and
specifications, including streetscapes, wider sidewalks, landscaping, applicable texture
pavements, and street lighting. As specified on the plans.
7.5 Street lighting, landscaping and irrigation improvements shall be
maintained by the owner. In the- event any of the improvements are damaged and cannot be
repaired, owner shall replace the damaged improvements. The proposed street lighting shall be
sufficiently adequate to create a safe environment for pedestrians and vehicles. At the same
time, the brightness of the proposed street lighting shall be properly established and maintained
so that it does not become a nuisance to neighboring residents.
8. STORM WATER USER FEES
8.1 Owner shall be responsible for payment of Stormwater User Fees to the
extent, if any, required by the City of South Miami for the property [which shall be determined
by including the sum of the on -site and the off -site impervious square footage of the property
areas described above in paragraph 7.2.] Charges for this fee shall commence immediately after
foundation and /or impervious area has been constructed.
9. SPECIAL ASSESSMENT LIEN
9.1 Any cost incurred by the City to maintain or repair the drainage system,
either incident to an emergency action or upon the failure of the Owner to maintain or repair the
system after receipt of written notice by the City, or to correct a dangerous or unsafe condition,
or any cost incurred by the City to defend or pay any claim, investigation, settlement, judgment
or expense, including reasonable attorney's fees and costs necessarily incurred, arising out of or
relating to any claim for death or bodily injury, property damage, including damage to the right -
of -way, or personal injury that is allegedly caused in whole or in part by the construction and
maintenance, or the failure to maintain the drainage improvements shall constitute a lien against
the property. The lien shall have the status and priority of a special assessment lien, and shall
take precedence of mortgages on the property. The City shall have the right and the power to
record the lien if the cost is not paid by the Owner to the City within 30 days of issuing the
invoice for costs and to thereafter enforce the lien by foreclosure and by any other lawful means.
10. PERPETUAL DURATION OF RIGHTS AND OBLIGATIONS
10.1 The rights, powers and obligations under this Agreement shall run with the
property into perpetuity and shall bind the successors, assigns and heirs of the Owner.
10.2 This Agreement shall be recorded in the records of Miami -Dade county
and the property shall be encumbered by this Agreement.
11. NOTICES
Page 4of8
11.1 All notices given or required under this Agreement shall be deemed
sufficient if sent by certified mail, return receipt requested, to the addresses of the Owner
specified in this Agreement, unless the Owner shall specify in writing different address for the
giving of notices.
follows:
12. CONTRACTING OFFICER REPRESENTATIVE
12.1 For the purposes of this Agreement, the contracting representatives are as
For the City of South Miami
Name: Ajibola Balogun
Title: Public Works Director
6130 Sunset Drive
South Miami, Florida 33143
Telephone: (305) 668 -7206
Facsimile: (305) 668 -7356
13 JURISDICTION AND VENUE
For 64 Development Corporation,
Name: Eduardo Fernandes
Title: Vice President
64 Development Corporation,
4311 Ponce DeLeon Blvd
Coral Gables, Florida 33146
Telephone: (305) 663 -1293
Facsimile: (305) 665 -0272
13.1 For the purposes of this Agreement, Florida law shall govern the terms of
this Agreement. Venue shall be in Miami -Dade County, Florida.
14. NON - WAIVER OF SOVEREIGN IMMUNITY
14.1 The City does not waive sovereign immunity, and shall not be liable, for
the payment of attorney's fees or prejudgment interest.
15. INSURANCE
15.1 Owner will maintain throughout the period of this Agreement
Comprehensive General Liability insurance, All Risk insurance, Commercial Liability Insurance,
and coverage for legal liability for loss or damage to drainage improvements and the City's right -
of -way arising from negligence of Owner's employees. During construction, Owner will
maintain Builder's Risk Insurance and Worker's Compensation Insurance. The policies shall
have minimum limits no less than $1,000,000.00, and name the City as an additional insured.
16. SIGNATORY AUTHORITY
16.1 The officials executing this Agreement warrant and represent that they are
authorized by their respective agency to enter into a binding Agreement.
Page 5 of 8
[SIGNATURE PAGES TO FOLLOW]
Page 6of8
IN WITNESS WHEREOF, this Agreement is accepted and delivered on the date stated
above by the following signatories.
CITY OF SOUTH MIAMI
By:
W. Ajibola Balogun, City Manager
ATTEST:
64 Development Corporation,
Property Owner
By:
As:
[Print Name: ]
[Print Corporate Title]
ATTEST:
By:
Maria M. Menendez, City Clerk [Print Name:
APPROVED AS TO FORM AND
CONTENT:
By:
Nagin Gallop & Figueredo, P.A.,
City Attorney
FEW
[Print Corporate Title]
Page 7 of 8
STATE OF FLORIDA )
) ss:
COUNTY OF MIAMI -DADE)
ACKNOWLEDGEMENT OF PROPERTY OWNER
The foregoing instrument was acknowledged before me this day of ,
2008 by of as
on behalf of the Property Owner, who is personally known to me or has
produced as identification.
Notary Public, State of Florida
Print name:
Commission No:
STATE OF FLORIDA )
) ss:
COUNTY OF MIAMI -DADE)
ACKNOWLEDGEMENT OF CITY OF SOUTH MIAMI
The foregoing instrument was acknowledged before me this day of ,
2008 by, W. Ajibola Balogun, City Manager, and, Maria M. Menendez, City Clerk, of the City of
South Miami, on behalf of the City, who are personally known to me.
Notary Public, State of Florida
Print name:
Commission No:
Page 8 of 8
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Lo
,N150%55'S8`E I
f9'95 4• A$PXALT -PA TIRING I OI ^Q.
II f
O Y
.SOOT /'01 "E - - xO5'CURB
2.03'. ,.�iox`. 15 0r
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m
- ..589139' 4 E172983
II I
' c". r CHMN LINK FENCE. GATES AND C.BS. / ,�1 Y d
e,F•';� :,. WALL SURROUNO/NG PROPERTY TO BE ° ( I PAR01C YETFR
DEMOLISHED d REMOVED. °� o I \ (TmI[M)
< REMOVE PARKING ETERS Y,
H/N DEMOLR/ONMAREA 71V- /�1 0 I �I I W
�r 6o r o IQ
�y
soo - ,NJ i I o
v so,;.; U.v
C j r h_
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POSEA 1 I L
` �• k �� WER POLE d OVERHEAD
CATCH BASINS d CONC v a W l I
\ WIRES TO BE REMOVED, �/eJ Z TO BC REMOVED. NECESSARY L o �J SAN. L�T
I � _ TYP (SEE ELEC. OWLS TRENCH AS NECfSS4RY.
FOR ADD1. LNFO.) /.QJ CB. 1E 10.
vTO TrEYNNJ I
. W CATCH BASIN FRAALE It '✓ rb". 3LIW -- ,�a f ELpO4I62N�2.I
- n GRATES TO BE REMOVED, L - - �1=BEU / 1 • ] 62 647a I n
WA7FR Mf1ER5 TO BC C.B. - - J
5 P NA L T- n O PoMER POLE d OVERHEAD _-
P A Y C Y -[ N t RfuOV£D. P/PLS TO BE ELLV.:0.28 _ ELEV &0.50 WIRES TO BE REMOVED, r ''A Il• I ' O
TYP ry p CAPPED d ABAND., TIP. I ' J
TYP. (SEE ELEC DWLS.
(e00RDIN4TE W/ MOWASO) FOR ADDY, evro.) 1 �0 CB, GRIJIr 02
o SLAB- COVERED TRENCH TO BE REA0VE0. - I SEV y. Wv EL 1.
:Z 84CKFILL TRENCH AS NECESSARY, TYP I AaYENT ,
--------- - - - - -- -
' - R/M LINE - / I'S0_' W 222.74' u.P. -7 / R�ADI wRES- •ul.PJ. -„gip MILE -T xx --
I rCB,
GRATE 777.777%, _ - -_ _ ___ -__ I "•`^'r _ „., .;
EL 7.50 I ., / / / / / / , ,, EAST. AAB -w4 �a$ ,1 DO (RATE 10.-
L _ _ CovEREO RENCN /EY84
�1 zJJrrrrcc �9 t� ���
L GZZZ7JJ__7FJJ rrrrcz. rrc ®• GRATE 9.80 - I �mv EL 6.]I
Rv 0. 6.20 -Vl- II _
-IS- VS SAN- -I .1- -IS V!Y SAN '
4 I I �.- SAN W, RM wo
° S �/ �. 1 I I hANTIYH_ mY 7.3e A T PAVEMENT /OP�f� 7 4 t h °ir s 5 NV EL boa, S- R E�_ T
�y-Lr1 MMMvvvS
-3 65 NEcCSS4R TYP I _Q p I. - -350E. 3.sM
STORM DRAW PIS
..._ __ _ I I TO BE REMOVED. 1 Y A/RIEI ' m4 9.72 mV EL iBSN.
- -4 w- � -._ - _..._ _.. -.. .I... L_... __. _.. _..... ._ _......._ ._ ._ ._ __ ..- ..- _.. _ � I.y„t :vn B[ Atl N`/ l 5.17X. � S.]OS.W
,( n�)f pp//MW ��N FN b J - s 9IR DRS CURB - 9FR w CB. GRAZE 9.36 R UNF - .MGry • CB, CAME 10.50
G4* VALiT:-d 1YRF TO fil QL -� - I sRV EL 4 %. h'' \- _NY EL 735
BE REMOVED. SEE DWG.
SMCI, MYI 8.97
IN EL
3 375R FI 0) I SIGN
SUB- COliRCO TRENCH TO 7r' Is SO -
GJ BE REMOVED. BACKFILL Co. OR TE 70 ti �1 D. ATE
/ TRENCH AS NECESSARY, NP.
IRV EL .00 LL) NV, 120
IL r 3 I
LEGEND:
EXISTING ASPHALT AND CONCRETE
TO BE DEMOLISHED AND REMOVED.
I • I CONCRETE
-
ASPHALT PAVEMENT
-
EIGSTLNG TO BE REMOVED.
DEMOLITION NOTES
I. CONTRACTOR IS TO REFERENCE ARCHITECTURAL, LANDSCAPING, MEP
AND OTHER DRAWN GS ASSOCIATED TO THIS PROJECT FOR
W
ADDITIONAL SITE DEMOLITION REOUIREMENTS NOT SHOWN HERE -IN.
2. CONTRACTOR IS TO MNNTMN PEDESTRIAN TRAFFIC AT ALL CRITICAL
AREAS AND AT ALL TINES ALL TEMPORARY FACILITIES SHALL
Q
COMPLY WTH THE LATEST REQUIREMENTS OF LOCAL BUILDING CODES
C
AS WELL AS ACCESSIBILITY REQUIREMENTS -
C
3. EXISTING LANDSCAPNG AND TREES LOCATED WITHIN THE PROPOSED
CONSTRUCTION AREA IS TO BE REMOVED MO/OR RELOCATED, REFER
TO LANDSCAPE DRAWINGS FOR ADDITIONAL INFORMATION. EXISTNC
II "I-
IRRIGATION SYSTEM "THIN NEW WORK AREA TO BE REMOVED. REFER
TO LANDSCAPE DRAWNGS FOR ADDITIONAL INFORMATION.
A. COORDINATE 'NTH OTHER FOR REMOVAL/RELOCATION OF EXISTING
UGHT/POWER POLES AND OVERHEAD/UNDERGROUND ELECTRICAL.
5. REMOVE EXISTING WATER, SEWER, ELECTRICAL. COMMUNICATONS, GAS
ETC. SERVICES TO EXISTING BUILDING TO BE DEMOLISHED.
COORDINATE NTH OWNER OF UTILITY FOR SPECIFIC REOUIREMENTS.
RC'•EY J. MATEU
AT 90082120
6. EXISTING 317E PLAN WAS DEVELOPED FROM ORAWNGS AND
INFORMATION PROVIDED BY SURVEY
.IMM CONSULT NO ENGINEERS, LLC
7. CONTRACTOR SHALL EXERCISE CAUTION TO AVOID DAMAGING
MEP.
EXISTING SITE FEATURES THAT ARE TO REMAIN, ANY DAMAGE TO
12651 S DIME HIGHWAY. SURE 209
SITE FEATURES NOT DESIGNATED FOR REMOVAL SHALL BE RESTORED
MIAMI, FLORIDA33'56
TO ITS ORIGINAL CONDITION AND AS ACCEPTED BY THE OWNER.
8. ALL DIMEN90NS AND DISTANCES SHALL BE FIELD COORDINATEO AND
VERIFIED. ANY - DISCREPANCIES SHALL BE BROUGHT TO THE
MA SUAREZ CONSULTINGENGINEERS
ATTENTION OF THE ENGINEER /ARCHITECT FOR RESOLUTION.
- STRUCTURAL ENGINEERING
4869 SW 75TH AVENUE
MIAMI. FLORIDA33155
PISTORINO 6 ALAM CONSULTING ENG.INC.
LEGEND
CIVIL ENGINEERING
7171 SW 62ND AVENUE. 4TH ROOT
,Ea CATCH BASIN
MIAMI, FLORIDA 33143
FL. REG. No. EBDD4397
-0 STORM MANHOLE (DRAINAGE)
SAN m0 SANITARY MANHOLE
-0 WATER METER
AIANUELD GARCIA
FL P.E. Na. 476.19
GVPG GATE VALVE -
-P- SIGN
OXFORD UNIVERSAL
E- GUY "RE
4311 PONCE OE I EON BLVD
W_ UTILITY POLE
CORAL GABLES. FLORIDA 331n6
ABBREVIATIONS
DIP a DUCTILE IRON PIPE
5966 SOUTH
VCP . VITRIFIED CLAY PIPE
DIXIE BUILDING
SO - STORM DRAIN PIPE
WA - WATER MMN
SAN SANITARY SEVER MAIN
F.F.E. >• FINISHED FLOOR ELEVATION
.
-
5966 8 5970
SOUTH DIXIE HIGHWAY
MIAMI, FLORIDA 33133
PERMIT DRAVY1NGS
�tI
vFAn
DEMOLITION
SITE PLAN
,III. C-1 „I
T GENERAL NOTES
1. ENGINEER SHALL PREPARE SIGNING AND PAVEMENT MARKINGS PLANS
IN A SEPARATE SHEET I' - 50' SCALE MINIMUM.
2 ENGINEER SHALL V751T SITE & VERIFY FIELD CON0177ONS BEFORE
PREPARING PROPOSED SIGNING AND PAVEMENT MARKING PLANS
J. CONTRACTOR SHALL BE RESPOIV98LE FOR THE REMOVAL OF ALL
............... ............ PAVEMENT MARKING & SIGNS CONFLICTING WITH THE PROPOSED
.......... . .. . .......... : .... . ..
............. ROADWAY CONSTRUCTION.
T.-f
.:." ::: f:':: 4. CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF ALL
............ PAVEMENT MARKING AND SIGNS AS SHOW IN THE PLANS AND
.................... ......
..... .......... . . . ..................................................
APPLICABLE TRAFFIC DESIGN STANDARDS.
FIN Lek Ll
x SCALE r- 2a 5. CONTRACTOR SHALL BE RESPONSIBLE FOR MATCHING EXISTING
PAVEMENT MARKINGS AT THE BEGINNING AND AT THE END OF THE
810. 7 SARS EXIST STOP SIGN PRO.CCT AND AT ALL INTERSECTING SIDE STREETS
TO R[AVUW 6. CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF
REFLECTIVE PAVEMENT MARKERS ALONG THE EN77RC LENGTH OF THE
/X 24 V r STOP BAR PROJECT.
6• D&. YnL. r I 7. ANY SIGNING MATERIAL. INCLUDING SUPPORTS TO BE REMOVED. ALL
BE DELIVERED BY THE CONTRACTOR TO THE CITY OF SOUTH MIAMI
PUBLIC WORKS DEPARTMENT YARD.
8. SIGN ASSEMBLY LOCATIONS SHOWN W THE PLANS WHICH ARE IN
CONFLICT WITH STREET LIGHTING UTILITIES DRIVEWAYS, PEDESTRIAN
RAMPS, ETC. MAY BE ADJUSTED AS DIRECTED BY THE
ENGINEER ,4NSPEC7OR.
G 9 CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING PEDESTRIAN
.
X RAMPS WHERE SIDEWALK 15 EXISTING OR PROPOSED PER ADA AND
PUBLIC WORKS DEPARTMENT REQUIREMENTS.
6W. 7, TrP. (PAVEMENT 10. ALL OFFSITE COJVSTRUCT70N TO BE PERFORMED AS PER THE
AWKING 70 RE LOCATED AT REOUIREMENTS OF THE CITY OF SOUTH MIAMI PUBLIC WORKS
cr WE EXIST. LoC4wNs). DEPARTMENT AND THE FLORIDA DEPARTMENT OF TRANSPORTATION
c STANDARDS.
fkf�SR TURN ONLY) CONTRACTOR SHALL BE REQUIRED TO OBTAIN ALL NECESSARY
>
PERMITS PRIOR TO PERFORMING ANY WORK WITHIN THE
RIGH OF-HAr. CONTRACTOR SHALL COORDINATE WTH THE CITY
24W f STOP BAR OF SOUTH MIAMI PUBLIC WORKS DEPT FOR ALL OFFSITE MEETINGS AS
0 REQUIRED.
DIRECTIONAL
'-o 12 ALL EXIS17NG PAVEMENT MARKING IN CONFLICT WITH PROPOSED
ARROW 0 SHALL BE REMOVEDIREPAIN7ED TO MATCH PROPOSED
4x
13. CONTRACTOR SHALL INSTALL TYPICAL REFLECTIVE PAVEMENT
MARKERS AS PER FOOT REQUIREMENTS.
x A:
EXTSING 14. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED.
o.
PARNITIC METER
15, CONTRACTOR SHALL COORDINATE WITH THE CITY THE LOCATION &
INSTALLATION OF PARKING METER PIXF_q.
16. CONTRACTOR SHALL CONDUCT TELEVISED INSPECTION OF ALL STORM
DRAIN LINES PRIOR TO AND AFTER CONSTRUCTION.
LOT 11; BLOCK 2 25.00- RliV
PG (3)
L0
NEW FILE PAWRS. SEE ARCH. Z.
2.00* VALLEY GUTTER
DWGS FOR ADDI fiVFO N56A55 -E
ASPHALT P G 0
x — a 600, 700
T0.00, 5.00'
0 y
o'l SOO?l 7 '61 bE j. CURE, SURwr
0, MA,74 EXIST PAM . BA-SVEL
BASEL
0j,
To NE
211
------------
C, ------ •
INSTALL 'M RIGHT
'p. 03, TASPHALT
(COORDINATE LOCATION WITH ARCHITECT). 4'
--F- _ PARANG METER W III' TWC S ASPHALT TO BE MILLED &
25' (TYPICAL)
I COMPACTED RE_qffACFD
oc., DIR.. NEW 8 • UM[ROCX BASE
6' DIR. L. TO 98X MAX DRY DENSITY W/ 1. rpr
lb .1 GO
.0 - 1- NEW 12• SIABALIZCD SUBGRADIF S ASPHALT
1EFT'DIRECINOW
0 COMPACTED 70MMAX DRYDENSFTY
10 ARROW
NEW 4 STORY
MIN. LOR - 40.
..........
\< 0
Z 0 •
24' S70P 64R EXTEND BASE & WMAOL
. ........ OFFICE BLDG BErOW BACK OF CURB
....... .. . . . . . . . . . . .
NEW4"CONC. SDW-. 6• Al'
F.F.E. 11.80 CONST NEW CONIC SD*K AND TYPE Ir' &G. ALL U.".
C' "
ACCE5518LE RAMPS TO BE CONSI. AS PER CITY OF - - - ALL DRIVIFICAYLOCH DONS
... ........... ................
CONTRACTOR TO COORDIN47t WITH THE CITY SOUTH MAW PUBLIC WORKS REOUIRLEMENTS C,
OF SOUTH MIAMI FOR THE INSTALLATION Or
NEW PARKING METERS & COLOR FOR ALL 5'5' NOE COAC SOWX NEW SPECIAL SIGN NO 6• DBE. YELL. T DETAIL
a . .... .............
NEW SIDEWALKS AS )W4Y BE REOUIRED BY TYP. (SEE DETAILS ON PARKING -FIRE LANE-TOW
E SOUTH MAW ONG. C-6).-\ AWAY MNE-
THE CITY ZME'
CURB.
ASPHALT PAWMENI. TYPE 'D
ASPHALT
TIP. (SEE DETAIL n�p.. ON TRASH COLLECTION SERVICE 0
... ....... A A V E M It N f LEGEND
............
ON DWG. C-6). DWG. C
C) 1) 1
FR.L. EX40NG NEW IP�' TYPE S'ASPHALT PAVEMENT
EASEMENT ACCESSIBLE RAMP
....... ....
R
. .. . ........ 7 5 -W MILL I" EXIS77NO ASPHALT PAYFAirNr AND
NE9751 'S' AsPHAt r PAVEMENT
0 222.74
OVERLAY WITH I" TYPE
7, -1
o-, 1 r
Ln
7 7 -CURB- SIGN
R/I ILE SCH
CONST HEADER CURB AT ALL
PC/PT. LOCA706 (M.) 11 ErIST/W SIGNS TO REAWN
UNLESS OTHERWISE NOTED. TYPO PAWMENt
o"Nor c;owmrr I' MET, Mr. To Pr_ RESURFACED AIMEMIDNIT
1,15 �r
Nc;ii aft .1,15 MIT Com: o•'as �INCVT Z REMWD Ellsw ls�.; Vflcw
C`w
It CONC. CUSS N AND MNIVII NNN I' TYPE S-1 ASPWr
(SEE mww.' owo" TACX crm, m ALL
444., I� PA E, STMACES �� AT EDGE
""A"'
NO APAWYI
7/-
/5 GwIn • 2• Of 70 81 X11AWD
suit AN-401 ac W. ANIs
SECTION 'B-B' SECTION 'C -C'
RONEY J. MATEU
AR 0008220
JMM CONSULTING ENGINEERS, LLC
M.EP.
12651 S DIME HIGHWAY, SUITE 209
MIAMI. FLORIDA33156
M A SUAREZ CONSULTING ENGINEERS
STRUCTURAL ENGINEERING
4869 SW 75TH AVENUE
MIAMI. FLORIDA 33155
PISTORINO &ALAM CONSULTING ERG INC
CIVILENMEERING
7171 SW 62NO AVENUE. M FLOOR
MIAMI, FLORIDA 33143
R. REG. N., E9 -004397
MANUEL D GARCIA
FL Pf. No. 47639
OXFORD UNIVERSAL
4311 PONCE DE LE014 BLVD
CORM. GABLES. RORfOA046
5966 SOUTH
DIXIE BUILDING
5966 & 5970
SOUTH DIXIE HIGHWAY
MIAMI, FLORIDA 33133
PERMIT DRAWINGS
MA06M
GEOMETRY, PAVING,
PAVEMENT MARKING
AND SIGNAGE
SITE PLAN
C-2
EXISTING ASPHAL r To REMAIN
NEW CONCRETE
R E E T
NEW CONCRETE PAVERS
TO BE REMOVED
S REOUM AT END
WORK-
EXISTING CONCRETE
7 7 -CURB- SIGN
R/I ILE SCH
CONST HEADER CURB AT ALL
PC/PT. LOCA706 (M.) 11 ErIST/W SIGNS TO REAWN
UNLESS OTHERWISE NOTED. TYPO PAWMENt
o"Nor c;owmrr I' MET, Mr. To Pr_ RESURFACED AIMEMIDNIT
1,15 �r
Nc;ii aft .1,15 MIT Com: o•'as �INCVT Z REMWD Ellsw ls�.; Vflcw
C`w
It CONC. CUSS N AND MNIVII NNN I' TYPE S-1 ASPWr
(SEE mww.' owo" TACX crm, m ALL
444., I� PA E, STMACES �� AT EDGE
""A"'
NO APAWYI
7/-
/5 GwIn • 2• Of 70 81 X11AWD
suit AN-401 ac W. ANIs
SECTION 'B-B' SECTION 'C -C'
RONEY J. MATEU
AR 0008220
JMM CONSULTING ENGINEERS, LLC
M.EP.
12651 S DIME HIGHWAY, SUITE 209
MIAMI. FLORIDA33156
M A SUAREZ CONSULTING ENGINEERS
STRUCTURAL ENGINEERING
4869 SW 75TH AVENUE
MIAMI. FLORIDA 33155
PISTORINO &ALAM CONSULTING ERG INC
CIVILENMEERING
7171 SW 62NO AVENUE. M FLOOR
MIAMI, FLORIDA 33143
R. REG. N., E9 -004397
MANUEL D GARCIA
FL Pf. No. 47639
OXFORD UNIVERSAL
4311 PONCE DE LE014 BLVD
CORM. GABLES. RORfOA046
5966 SOUTH
DIXIE BUILDING
5966 & 5970
SOUTH DIXIE HIGHWAY
MIAMI, FLORIDA 33133
PERMIT DRAWINGS
MA06M
GEOMETRY, PAVING,
PAVEMENT MARKING
AND SIGNAGE
SITE PLAN
C-2
N
SCALE r= 20'
10�1 101
V..{
p�
41 io !�
.../ , �� /p.�y�E _ ,gyp 0j. /�
40 ; %r /o / o
�� ♦ y
/
\
` �+
/t\ 8
\\ <
Aar
\ / 7R. 4y� \ e ®so • "' %' 8
�e \
\\ ?
o
a 51
111
ASPN AET
11 Ibh IM1 PANE -PENT
l� SLOPE COWL. SOWK /CURB 8
j D I TO M4TCH EXIST.. ELEPS 8.j5
ON PROPERTY LANE
J ------ - - - - -- -
WTCN EXIST. ASPFN(T
ELfn.. ON PROPERTY LINE
°1° - -
♦ q
GV ® -12- DIP WY- -r 6- WY-
DRAINAGE NOTES
`
9. DADE COUNTY FLOOD CRITERIA - 6.50 MGM.
C� ,.I
J W 7 3 r (J S
AN MY 1220 SLATEST
MV 9. 565S
I I S
IL
1. ALL DRAINAGE CONSTRUCTION SMALL CONFORM TO THE REOUIREMENTS
OF 111E CITY OF SOU'" MIAMI, TH£ DEPARTMENT OF ENI4RONMENTAL
RESOURCES MANAGEMENT (DERM) AND THE FLORIDA BUILDING COOE,
EDITION
2. EXISTING UTILITIES ARE PLOTTED FROM ME BEST AVAILABLE SOURCES
HOWf VER, NEITHER THE ENGINEER NOR ME OWNER GUARANTEE THEIR
ACCURACY ANY AODFRONAL COSTS DU£ TO CONFLICTS BErwreN PROPOSED IMPROVEMENTS AND EXISTING UTILITIES SMALL Bf THE SOLE
RESPONSIBILITY OF THE CONTRACTOR.
/
GV
A IppI °IybI' f�pII
$ \. \J• MV EL i6'05.G Q91 •
T ��\ 1,�"r III ,h
I JB\ I I Y
01A
'ALC
��
J. CONTRACTOR SHALL EXERCISE ALL CARE AND CAUTION IN PROTECTING
UTILITIES OUR /NC COMPLf710N QI• THIS W9RK. IN ME £VENT OF
DAMAGE, ME CONTRACTOR SHALL IMMEDIATELY NOTIFY THE APPROPR /ATE
U77LITY COMPANY. ANY AND ALL COSTS INCURRED DUE TO DAMAGE SHALL
1. ALL ELEVATIONS REFER RESPONSIBILITY
N. G V 0. (1929). R.
5 AN�TVEanCAL SHALL SET By THE OWNER.trCONTRACTOR SH�ZALSO TAL
PROVIDE As aux I' GRADES CERTIFIED BY A REGISTERED LAND SURVEYOR.
6. EXFILTRA17ON TRENCHES. CATCH BASINS AND MANHOLES SMALL BE
CONSTRUCTED IN ACCORDANCE MTN CITY OF SOUTH MIAMI STD. DETAILS
7 DRAINAGE DESIGN IS DONE IN ACCORDANCE WITH ACCEPTED ENGINEERING
PRACTICE USING ME BEST INFORMATION AVAILABLE.
8. MINIMUM SLOPE OF PIPES FROM ROOT N CONDENSE R GRAINS SHALL BE
,I 1 I I
I
J
w jN
1` ED
"4
B -
I \'L\
Al' PER LINEAR FOOT UNLESS OTHERWISE SHOWN, MATERIAL FOR THESE
PIPS SMALL BE PVC.
V..{
p�
41 io !�
.../ , �� /p.�y�E _ ,gyp 0j. /�
40 ; %r /o / o
�� ♦ y
/
\
` �+
/t\ 8
\\ <
Aar
\ / 7R. 4y� \ e ®so • "' %' 8
�e \
\\ ?
o
a 51
111
ASPN AET
11 Ibh IM1 PANE -PENT
l� SLOPE COWL. SOWK /CURB 8
j D I TO M4TCH EXIST.. ELEPS 8.j5
ON PROPERTY LANE
J ------ - - - - -- -
WTCN EXIST. ASPFN(T
ELfn.. ON PROPERTY LINE
°1° - -
♦ q
� I a i I DPI
SITE DATA
TOTAL 97E AREA: ............... 31,111 SF. - ur J
IMPERV1180C:. AREA:........ 29,002 SF. $ I 95 I III'6S. ti`
PERVIOUS AREA:. ............. 2,109 SF - f
ISAII. . 1 LEI.
L .I
PEENING
/
ARK(TYPICAL)
AI)
LOT 8717 BLOCK 215 : I I I I
/.
LO
MATCH EMT. CONIC.F JJJ ♦ I,6\ I `'' `.�,
/ AS PN ALT PAR NI N.G SOWK/C G. ELEYS 6 1 2y < m
I vY O x
n
ED
PAMDMG�'TCP
11 d � LD
F;a
NEW 4 STORY o NEW SMH2, RIM EL. 9.J5 ♦ o i j I�
INN EL. J.555 6.00N,E:
OFFICE BLOC. w u
♦ (SEE DETAIL ON DNO'. C -6). P, I I I
F F E. 11.80 FOR cONT. Of CONDENSATE,
ROOF AND DECK DRAW LINES.
a SEE PLUMBING D ... TYP. °e
( as
yM LA,I 0 I
DIfF. W GRADE SHALL, ♦ I My e.6o
J NOT EXCEED JO" IYP. I I
10
�N
/ (( TRENCH W 118.0 P£RF HOPE O
0% SLOPE (INN. EL. J.0)
w/ V J5' OF 5'W r 75'0' C01L.
TRENCH W 124.0 PERF. HOPE O
ox SLOPE (ANV EL. J.0)
/ 5 ♦ $ / CB1 1JUNC7ION BOX W/ INVERTED BAFFLE
„�/ 7F / /°✓ W/USF 5105 GRATE CUTTER INLET FRAME
tr fl. JADD r X / J.255 FORT£TRENCH, [L. ft. . 4. 0 E,W FOR f W
w
/ l / BLDG. SERVICES (SEE DWG. C -6 FOR D£TAaS)
/
y b'
1'
a.82II,
15 7.61 6425E
0 0 0 30' OF J1Y. A 15'0' EXFIL. c c o .♦ �� I
4A It 1TRfACH w/78'0 RRF HOPE ooi L; ' 7z• -`u •J, o
0% SLOPE (WV. EL. S0) 1° 1,
2.s'
I
ALA?- ExrsnnC -77 4 t I
F,x TIP `66
-
`
9. DADE COUNTY FLOOD CRITERIA - 6.50 MGM.
Tu
i
r t7I I I P
•
;ap
qq JWl
S
DRAINAGE FLOW ARROW
10. THE SUBJECT PROPERTY APPEARS TO LIE WITHIN FLOOD ZONE "AE. BASE
FLOOD EL.: 70.00 AS DEFINED BY THE UNITED STATES DEPARTMENT OF
HOMELAND SECURITY, FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD
INSURANCE RATE MAP NUMBER 120658. PANEL NUMBER 0276.. DATED
-
Bf
- I I
fl` I
,I 1 I I
I
y
O
MARCH 2. 1994.
II. ALL STORM RUNOFF GENERATED BY THE DESIGN STORM EVENT SMALL BE
CONTAINED ON S17E PERIMETER GRADING SMALL NOT PERMIT RUNOFF
ONTO ADJACENT PROPERTY.
12 CONTRACTOR SHALL CONDUCT TELEVISED WSPfCMOV OF ALL STORM
..��
aII I I
I III
MV EL
v
DRAIN LINES PRIOR TO AND AFTER CONSTRUCTION.
21.0 PERF. HOPE W/
115W
1s
SO +-.
Wild
24,18 NAPE TEE. IMP. -
CEL OR RE 70 Ti
I CB,
113
MV EL .00 L;,%
�I DNV
� I a i I DPI
SITE DATA
TOTAL 97E AREA: ............... 31,111 SF. - ur J
IMPERV1180C:. AREA:........ 29,002 SF. $ I 95 I III'6S. ti`
PERVIOUS AREA:. ............. 2,109 SF - f
ISAII. . 1 LEI.
L .I
PEENING
/
ARK(TYPICAL)
AI)
LOT 8717 BLOCK 215 : I I I I
/.
LO
MATCH EMT. CONIC.F JJJ ♦ I,6\ I `'' `.�,
/ AS PN ALT PAR NI N.G SOWK/C G. ELEYS 6 1 2y < m
I vY O x
n
ED
PAMDMG�'TCP
11 d � LD
F;a
NEW 4 STORY o NEW SMH2, RIM EL. 9.J5 ♦ o i j I�
INN EL. J.555 6.00N,E:
OFFICE BLOC. w u
♦ (SEE DETAIL ON DNO'. C -6). P, I I I
F F E. 11.80 FOR cONT. Of CONDENSATE,
ROOF AND DECK DRAW LINES.
a SEE PLUMBING D ... TYP. °e
( as
yM LA,I 0 I
DIfF. W GRADE SHALL, ♦ I My e.6o
J NOT EXCEED JO" IYP. I I
10
�N
/ (( TRENCH W 118.0 P£RF HOPE O
0% SLOPE (INN. EL. J.0)
w/ V J5' OF 5'W r 75'0' C01L.
TRENCH W 124.0 PERF. HOPE O
ox SLOPE (ANV EL. J.0)
/ 5 ♦ $ / CB1 1JUNC7ION BOX W/ INVERTED BAFFLE
„�/ 7F / /°✓ W/USF 5105 GRATE CUTTER INLET FRAME
tr fl. JADD r X / J.255 FORT£TRENCH, [L. ft. . 4. 0 E,W FOR f W
w
/ l / BLDG. SERVICES (SEE DWG. C -6 FOR D£TAaS)
/
y b'
1'
a.82II,
15 7.61 6425E
0 0 0 30' OF J1Y. A 15'0' EXFIL. c c o .♦ �� I
4A It 1TRfACH w/78'0 RRF HOPE ooi L; ' 7z• -`u •J, o
0% SLOPE (WV. EL. S0) 1° 1,
2.s'
uN, Rpl T.DB
-177E. x785
ALA?- ExrsnnC -77 4 t I
F,x TIP `66
-
Col. BOA:I
fk.Om
�
Tu
5
f7. NG10
DRAINAGE FLOW ARROW
-
9.00
745
STORM MANW&E NUMBER
O
ST1AI� mu 6
..��
NEW EXa ]RAREW TRENCH
com 18.0 HDPC TO
MV EL
DIP
DUCTRE IRON PIPE
21.0 PERF. HOPE W/
115W
1s
SO +-.
SIG.
24,18 NAPE TEE. IMP. -
CEL OR RE 70 Ti
I CB,
AlE 6.90 NEW SMHI, RIM R. 7.35
MV EL .00 L;,%
�I DNV
120 xv. EL. J.00F.W,S, 3.25N
DETAIL ON OWG. C -6).
(SEC
sI
CONN 34' -18.0 HOPE PIPE TO EXIST.
&M-COWRED FRENCH- RECONSTRUCT
I I
III `
TRENCH WALL ASNECESSAR
LrP.L IDl. cR ar
MV O
n 95 �1 io VENT I _ 010 `,ti0
OI, I \ R/W UNE
' v C8, OR ME 1aI
CB, GRAB 9.60 i 0 rt I -..- MV EL 631
MIN, NM IS,. IS `KS SIN _
to My EL 4oa., S T R E� T
or SIT R/! - `b +M -14. 34511
-N• 50 -I - �'I'- SRN, Mu n.10
S.. M 9.72 � � My EL SBSM,
MV L 5.1m. X -II, S706r
GRATE 9.36 r>c cy 0 ER. GRATE 10.50
9 j D 4.% . R/W MINE c ' �Ifl�MP�f. 0 My O 7.15
CORE DRILL EXIST STORM M.H. A
CONN. NEW 24.0 HDPC PIPE AT WV. Yom,
[L. 3.00 (PIXIUTfON 6tfflf REOU/RCO) NEW WATER SEWER
LINES
SHOWN FOR REFERENCE ONLY
148' OF 51W' r 1317' £XFa. SEE DNG. C -4
TRENCH W124.0 PERT'. HOPE O
OX SLOPE (INN EL. JO)
RECONSTRUCT EXIST SAN. UL AS
NECESSARY UNDER DRAIN PIPE TO
MAINTAIN MIN. 12' PERT SEPAR, TYP.
LEGEND
L.-I Flom DN..
( Ndi10 Doremml/ AWm
A4 -IYI1 0/om M61vlin
(-1 to IM Nw al NN
.r.vermrl
Col. BOA:I
fk.Om
PROPOSED
FT. NOW
Fr. NG1D
f7. NG10
DRAINAGE FLOW ARROW
-
9.00
745
STORM MANW&E NUMBER
O
NEW CA TCH BASIN
..��
LEGEND
0
EXISTING SPOT ELEVATION
1015
NEW SPOT ELEVATION
`
--.
DRAINAGE FLOW ARROW
GET!
CA TCH BASIN NUMBER
SNHI
STORM MANW&E NUMBER
O
NEW CA TCH BASIN
..��
NEW EXa ]RAREW TRENCH
HOPE
HIGH DENSITY POE YETHKENC PIPE
DIP
DUCTRE IRON PIPE
RD
ROOKY DRAW
C.O.
CONDENSATE DRAIN
SO
STORM DRAW
m, 4 NORR9 woke TEN WIN "MINE
0Y ME UA'
1- 800 - 432.1770
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Lu
RONEY J. MATEU
AB OOD8220
JMM CONSULTING ENGINEERS, LLC
AT E.P.
12651 S DIME WGINHAY, SUITE 209
MIAMI. FLORIDA33156
M.A. SUAREZ CONSULTING ENGINEERS
STRUCTUML ENGINEERING
4869 SW 75TH AVENUE
MIAMI, FLORIDA M155
RSTORINO & ALAM CONSULTING ENS. INC.
CARL ENGINEERING
7171 SW 62ND AVENUE, AM FLOOR
MIAMI, FLORIDA M143
FL REG. No.: EB-004397
MANUEL D. GARCIA
FL P.E. No.: 47639
OXFORD UNNERSAL
4311 PONCE DE LEON BLVD.
COMA GABLES, FLOMA33146
5966 SOUTH
DIXIE BUILDING
5966 & 5970
SOUTH DIXIE HIGHWAY
MIAMI, FLORIDA 33133
PERMIT D MW INGS
o. OSEIS
QS OLDG. DEPT. COMMENT.
GRADING AND
DRAINAGE
SITE PLAN
„11I C -3 r
/ / '� R/N LINE I • <,5' SIDE NRAA L Y,
CUTTER GV
_ -12• DIP WM- - -
F =6" NM-
//
R,er NMNr sMtrr
/
SIT,
�a
N
S W 7 3 r d - I I S T. s+'
,/ SCALE, P° 20' - 7rxN2U' cr I a/4Lart-
666 �E °'B�, Nd zW" slurs
T 1 ti. EE 1. lip
SYMBOL LEGEND
/ 5'
1011/ PROPERTY - R/W LINE . 13 1 aA 4 E}
(tp S
1-p EXIS17MC SPOT ELEVA TION /PJ »L 1 j -tip IIT.,� "w ,
GRAN 41 I
- - -1}' z0. - -" TIG STOW
ESTOW
= / •Tji / -Ir sow NEW STORM DRAIN I I T, E'� -a (� PROJECT LOCATION
EXISTING SANITARY SEWER "I I vg 6 YB ll
NEW sANlrAar SEN£R' I gP �g
�" / • - /// <,� / (] }' N„___ EXISTING WATER MAIN al I I �p
\� / / 0 _ %%SAN MW EXISnNG�$AN tort SEWER MANNaE
F ;,P i ! h' aP� Ill? I I; 11 LOCATION SKETCH
1/5 ��a G. �dAC�/ // s j •cvt ''r SEI R MANHOLE dI 1 I I 110" O SCALE. }
EXISTING CA
HGV NEW GATE VALK sICII I I I II V
L,`, iH EXISTING FIRE N10RAN7 I I
/ TINT
Y , CXISnG STORM DRAW UMHOLE
on CR EXISTING G iCN BASIN pUPI �
C] EXISTING MATTER METER
EXISTING LIGHT PIXf i� 1.4 1/9 I
EXSTING wow POLE
CUP DUC ➢L£ IRON PIPE / N P
PW POLY"WILMOr/DE PIPE { �`` yS
NCP V?Mff ED CLAY PIPE �S� I I I I �$AR UI.I �"P. 0.
PANNING WTEN • ST
._" .: '% % / �69y ° �p ♦ y° .: REMOVE DOSING PLUG tr
// / / 0� L pp• _ _ CONNECT NEW 12�O OF WArcR
:.MAIN TO EXTS1. 12• TEE
B 7 PC. 11_).
. / /��/ ^° _`. �y0 ♦ ' /j/ LOT 11 EILOCK 2 I, Yf I5. II
' -- :J/ .. f ,•. .'z �y
ASPHALT. PARKING j 111 IJ --
/,�, e-
y�• oa '✓ SOOTIi'Ot "E i Z1bm w
^o. ° tat 5.
2 0.3'
l^ +
tST .,. ................
eC"s
a g/ /�w• \� `� °In p6 1'.,,. FOR CENT OF WATER AT a N W 4 STORY q INSPECTION TO COORDWA7F NTH � I
c4 01 '-i; {;. SEWER SERWCES SEE 0 /CE BLDG. DISTRIBUTION AFTER WATER MAIN I I (n
F . £ i i.13O AS PER W54.20 ASSY. ry �'1 U.F.
? PLUMBING DWCS HAS BEEN CONVEYED FOR THE 2 I S Q
RELOCATION OF EXISTING SERWCfS
t 1 ilirr ": I8' -6 3 PVL7 SAN N£W PIV. SEE a h � . I 3 I 1 ;IC'
O MIN %FT. QO°£ NEW SAN MM RIM EL. 820. WV. EL. PLUMBLNG OMGL 6 O1 �g 1�`SAn. llgl
5 / R ( ) AY CB, f..s 10.601 I
` ( AS RP -1.705 03X,,W AS PER 556.0 PRIVAIE. $ H f
\ 1 NOT PART OF WASD PERMIT). TINE I N
Ol 4' WATER MEIER 81I DIP SAN I CROSSING 77. It
1 1 N I SERV AS PER WSJ 21 �� DRAINAGE D17CH AS PER 5550 FOR CONT OF WATER tr 7• �aE.e2x,
SEWER SERNCES. SEE 1 ' 7.62 6.175E 6
1 rt I A S P H A L T -� C, xp o c CORE DRILL EXIST SAN. MH PLUMBING DWCS
1 be a PArEYf H 1 N." o. C1 &CONN. NEW 8.6 DIP OINV
1,2 i 6' fEf - . o n e ci :1 EL -1.78 AS PER 556.2 q :., a 5' a SANITARY SEWER SERVICE
TI
NEW STORM DRAW LINES 6' GV tr.BOX - O A, f Pi e ery CL •12" r 6' IEE SA
r D SHOWN FOR REFERENCE ONLY. 2 MNI i -� T I EASEMENT 91 6 ,A SCALE r -m raar� rr vfnr.
SEE DOC. C -3. s CO rW _ CU--- a�- (�s ^._..._...... -..ae: n. • G .
---- - - - - -- - -- - •R L91( O:. .hl, _. b. N89'51'50 ' W 222.74 .. 6 NF:. j1 10 I \ R� ME f
2 -45' o
x3 70' -6'3 PVCP SAN. ' a '•' BENDSi 17'9CGS5 wW i2. aN tl1>�Ia10
--r - - - - - - - 1 :,La CAA1E 9.110 4• 4' 0�1 0V. tr 11' PLUG
V ab 1 -IS" KP W1- -IS' NP SW- I..Q�, �, y� is NS SNl .
�j =� _ _
S W I I MR. RIM 7.]B T7 4 t _ I EMN, ao Ia.7DS T R EI T
_ . I 238 L.F CLr NEW 12"r
q. z0
-3771, -1 TITS WA - o- OF - 50' R q.R S- - J I� 1
' SD-
/ 8 17: 4' ME tr FLUSHING 05fl -'ta" -_ .�tr�t.._ _ -:._. __::- .. - - - ,- MASFHrt -� --- - -- - - -�::: ...___ ._. I - u 5p -I - - - - 91K RIM u.lO
VALVE BURET AS PfR W51.61 5�E __._ - - -.T ... - ...an,Er_ ._ sMl, RM 9.72 TIN FL 111511.
/ - - - - -'• WM- .....- - -- "- .. __ . - - - " - - ` -- -_- - �h,- r,y ;`c Ei uu�D ;._ _ R ._ C_.1_.. Mvii i12N L h - s.7as.. - -
-R G. , rcE. . - / F., -1 DROP ,9IX,f 6 y . a,IE - &< „x3o ^ h CB. QUF IQ50
/ ✓ /W ��1N , pp'' e,. i - 9'1 -: W EL 4.96: R/'A LINE •`O. oe %V EL 7.15
/ 4.0 DIP NM. (LINE t) y� a Lv 9g
/ ip // CONN 10 EXIST 4" W.M. W /4• TAPPING SLEEW. 4- S�N1 , RIM Q92 IW i 2' CORP. STOW W /2' 11 ', 4' RED.
q� TAPPING VALK tr BOX AS PER G51. 8. CAP EM ST. MVE 1115, 1 THREADED r AS PER WS4, 1J
4•I DIP W.M
/ 4• W.M. (BY WASO FORCES AT OIWVERY EXPENSE). 17pE. 12sM 15 sD ._., I �a 2. 0 WM
I (LINE 6)
/ /(O 90' KENO CB, CR 1E 70 I rB, ATE &90 CUT EXIST 2•P W.N. & CONNECT 2• TEE, 2• CONN. TO EXIST 4' WK W /4' TAPPING
/ MN EL .DD t() N5, 120 BALL VAL W. (CUT & CAP EXIST 2.0 W.M EXIST. 4" W,M. TO BE SLEEK• 4- TAPPING VAL I£ & BOX AS
/ 6.4 T W.N. (LINE ON `h iI BY WASD FORCES O OWNER'$ EXPENSE).
RfCOLArc EXIST, f. N. CONNECTION 10 .., ABANDONED IN PLACE. PER CSi.B CAP EXIST 4• W.N (BY
`(`,� / /• a� I C 153' WA SO FORCES Al OWNER'S EXPENSE).
NEW 6 -P DIP W.M. AS PER M51.5 5• /4' 11'
AT f 2 • (n 25.
7 W
1.
CAIl N HOURS BLFOM AU ON: W ROIIDA
TS Nc LAR
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W
F-
Q
HONEY J. MATED
AR COOB220
JMM CONSULTING ENGINEERS, LLC
MEP.
12651 S DIME HIGHWAY SUITE IDS
MIAMI, RORIDA33156
MA SUAREZ CONSULTING ENGINEERS
STRUCTURAL ENGINEERING
48 SW 75TH AVENUE
MIAMI. FLORIDA 33155
PISTORINO & ALAN CONSULTING ENG.INC.
CIVIL ENGINEERING
7171 SW 62ND AVENUE, 4TH FLOOR
MIAMI, FLORIDA 3313
R. REG. No.: EB-OD4397
MANUEL D. GARCIA
FL. P.E. No.: 47639
OXFORD UNIVERSAL
4311 PONCE DE LEON BLVD.
CORAL GABLES, FLOMA 33146
5966 SOUTH
DIXIE BUILDING
5966. & 5970
SOUTH DIXIE HIGHWAY
MIAMI, FLORIDA 33133
PERMIT` DRAVANGS
MA0605x xR.
WATER &
SEWER
SITE PLAN
C -4
PLAN
U4 5105 VALLEY Wm
Wr mAYF t 6148 ORATE
1 -
r1 L�NYEL as
241 POLL
F RAPPEL
NY n. J23 —
Z n. r.n FI
LIST TM A STORY ]£MER
YN FRAME ANO COWR
7T7, 1116- EY
� 1
l ` �
4' -N 017'v
N 06'N
_ EL L.00 FI
T was
I.- CUW04F2 SN[NGN 0, " BE 4000 P2 O 11- Ea
SECTION
CB *1 - JUNCTION BOX
=I 0 COWL WILL
Wr LJ7 C4A ear -
PIEW
a r-
AEW Put N
EAO CF SAME
�-- BAIRL SHML RL
SRMPPE
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N BAFFLE A[AIE PI°C
AFLPR(K GA9(EI A/
ALL CavrAcr mas
AADAV BATTLE A) &Ir NU MM
TYP. BAFFLE DETAIL
Ely TYPE A 51011 SENER
Y.M. FRAME AND COMER
N O 17- r
N 06 -M
SID. c.e.
F(YE 507.7) PLASTIC FILTER FABRIC '
,,EA ROCM — REFER TO PLAN !M PPE 91[. = PLASTIC FILTER FABRIC
§ 2 l�LECF -�
PEA ROO
\ .
SELECT FILE
b
5 SEE NOTE J
�. GROUT n 6 V C
° �d
1
—SEE NOTE 4 SEE NOTE 4 B8L ST]
4 m Z
\ MAY BALLAST 1— 4 FT YIN. PERFERAnONS. FW, W O r
ROCK Rc n
(SEE NO J
REFCR TO DETAILS SEE FLAN
OPEN ,XXNF TNIS SHEET
PEAS nc lnrza BOTTOM EL TRANSVERSE SECTION
FABRIC LENGN OF MINCH DRAIN (SEE NOTE 1)
PLASTIC PYL HER FABRIC '
LONGITUDINAL SECTION $ SELECT FILL
NP¢S
T.- PLASTIC FILTER FABRIC (AT £A. 5") SHALL BE USED IN SANDY AREAS AS NOTED PEA 100( 1:1 OR STEEPER
ON PLANS ANDIOT AS DR£CICD BY THE CNCINCCR. BOTTOM ELCV.
(SEE NOTE 7) PLASM FILTER
2- NF BOTTOM LM' NC [A'FIL IRAI/OV IACNCI4 SHALL by Al [EAST IS FELT BELOW FABRIC
LOWES7 GB. ELEV. UNLESS FARD ccoivincAvs WARRANT 072RW SE SEE RAN
J- THE TOW Or BALLAST ROCK SHALL BE PLACED TO ELEVATION OF 1 FEET BELOW FINAL -
GRADE. IT SHALL BE CAREFULLY WASHED DOWN WIN CLEAN -AER TO &LOW FOR INITIAL
smicu£NT TNAF MAY OCCUR. LF IT DOES TAKE PLACE. ADDITIONAL BALLAST ROCK ALT. TRANS. SECTION
STALL ITE ADOCO TO RESTORE FW BALLAST ROCK 70 NE PROPER ELENInON 50
THAT ME CAFAL IRAIZON TRENCH CAN BE COMPLETED AN ACCORDANCE WIN NC DETAILS MAY BE USED N AREAS WNERC TRENCH
WAILS WILL NOT STAND MERRCAL OR WHERE
4.- NWRT ELEMPON - REFER 70 CA rzJH BASIN DETAILIPLAN CAW IN BELOW ORE WATER TABLE IS LATELY
TO OCCUR. TO BE USED AT INE ENGINEERS
S- £XFR FRADOW IR£NCNES SMALL BE NREr t nw FOGY WIDE RCFCR TO PLAN DISCRETION.
EXFILTRATION TRENCH DETAILS
TABLE OF SIDEWALK JOINTS
HYPE
LOCATION
RCSDENML AREAS. .
PC AM P. T. OF C'URMFs
•
JUNCTION Or CASING AND
TYPE Ic
NEW SIDEWALKS
y
S' -O- CENTER TO CENTER
r EW LAW LBR =40
ON SDEWRACS
• ANFRr SAXIOLK ABUTS
z
mv(RrIF C"72 W"" "" I's
AND SMILAR STRCCIWS
• AT NE DISRENLW
OF T E ENGIVEER
TABLE OF SIDEWALK
THICKNESS 7=
LOCATION
7-
RCSDENML AREAS. .
4-
AT DRIWrWAYS AND OMIT AREAS
6-
Pr.
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I. WORT USER "OR U2RAL SULL EE A CLN[MKUS LOGIN
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KAMAN E AN AP PRO—E L(10N IF OF IS MIT AS A CASH
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2• APFROWD Gy(I
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ADAIST STAKESS Stn A rM COMM M P.YC DOME BELL
RMA'9DOY COUPLING
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(DC( CF OFT(CTA00
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9
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AR 0008220
JMM CONSULTING ENGINEERS, LLC
MEP
12651 S GIVE HIGHWAY, SUITE 209
MIAMI, FLORIDAM155
M.A. SUAREZ CONSULTING ENGINEERS
STRUCTURAL ENGINEERING
4869 SW 75TH AVENUE
MIAMI, FLORIDA33155
MSTORINO 6 ALUM CONSULTING ENG. RAC,
CNIL ENGINEERING
7171 SW 62ND AVENUE, 4TH FLOOR
MIAMI, FLORIDA 33143
FL REG. No.: EB OD4397
MANUEL O. GARCIA
FL PE. No.: 47639
OXFORD UNIVERSAL
4311 PONCE OE LEON BLVD
CORAL GABLES• FLORIDA 33146
5966 SOUTH
DIXIE BUILDING
5966 8 5970
SOUTH DDUE HIGHWAY
MIAMI. FLORIDA 33133
PERMIT DRAWINGS
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SITE AND
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SMSIM YBOAD
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S4MTAIY 9MER MAIN IAIERAL
5(L MIrt 4 J ffE NOTE J
3[C 2002 L Sn NOTE 1.
SEE PLAN
f 1
IRIIS
I. WORT USER "OR U2RAL SULL EE A CLN[MKUS LOGIN
O• AP TO (1210 1 FI MIN. DMa SIDE Q DRAINAGE TFINON WD
No FITTINGS OP ANTS WNW! 1K ORAN46F MAIN PY.0 PPE MY
KAMAN E AN AP PRO—E L(10N IF OF IS MIT AS A CASH
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ADAIST STAKESS Stn A rM COMM M P.YC DOME BELL
RMA'9DOY COUPLING
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4A'�0 SY 215-
0 .
srr
OPTED roAr
O O CT sEr aNI D, y , nr
0 00 0 0 -O -0- - - - - A aA ED OOIF
/IAN MEW
ALL SIXWWO DAB RAMPS SMALL NNW a2CIADE MAMM SMXACES RUT MIND AE FULL
WON CF TIC RAMP AND A PC ORCCWV 00 NAWJ N AGES FROM THE BAR Or CURB
TACTILE WARNING SURFACE DETAIL
NF {
JF YA
I=
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8-
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6" CURB AND GUTTER
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NR NR
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R
PAHMEN/
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TYPE D" MEDIAN CURB
TYPICAL CURB AND CURB AND GUTTER SECTIONS
9
W
Q
RONEY J. MATEU
AR 0008220
JMM CONSULTING ENGINEERS, LLC
MEP
12651 S GIVE HIGHWAY, SUITE 209
MIAMI, FLORIDAM155
M.A. SUAREZ CONSULTING ENGINEERS
STRUCTURAL ENGINEERING
4869 SW 75TH AVENUE
MIAMI, FLORIDA33155
MSTORINO 6 ALUM CONSULTING ENG. RAC,
CNIL ENGINEERING
7171 SW 62ND AVENUE, 4TH FLOOR
MIAMI, FLORIDA 33143
FL REG. No.: EB OD4397
MANUEL O. GARCIA
FL PE. No.: 47639
OXFORD UNIVERSAL
4311 PONCE OE LEON BLVD
CORAL GABLES• FLORIDA 33146
5966 SOUTH
DIXIE BUILDING
5966 8 5970
SOUTH DDUE HIGHWAY
MIAMI. FLORIDA 33133
PERMIT DRAWINGS
.AD ^ r u
SITE AND
DRAINAGE
DETAILS
^_c