08-1095-001("A"ENERAL NOTES AND SPECIFICATIONS
(NOT PART OF MDWASD APPROVAL)
GENERAL NOTES AND SPECIFICATIONS
L APPUCABLE CMES
A. ALL CONSTRUCTION AND MATERIALS SHALL CONFORM TO THE STANDARDS
AND SPECIFICATIONS OF THE CITY OF SOUTH MIAMI PUBLIC WORKS DEPARTMENT,
MIAMI -DADE WATER AND SEWER DEPARTMENT AI4D ALL OTHER APPLICABLE
LOCAL, STATE AND NATIONAL CODES.
B. THE CONTRACTOR SHALL BE RESPONSIBLE FOR EN SU ING THAT ALL
R
CONSTRUCTION SHALL BE DONE IN A SAFE MANNER AND IN STRICT COMPLIANCE
WITH ALL THE REQUIREMENTS OF THE FEDERAL OCCUPATIONAL SAFETY AND HEALTH
ACT OF 1970 OR LATEST EDITION, AND ALL STATE AND LOCAL SAFETY AND
HEALTH REGULATIONS.
C. ALL ELEVATIONS SHOWN ON THE CONSTRUCTION DRAWINGS ARE BASED ON
NATIONAL GEODETICAL VERTICAL DATUM OF 1829, (N.G.V.D.), UNLESS OTHERWISE
NOTED.
D. EXISTING TOPOGRAPHIC AND CADASTRAL INFORMATION SHOWN ON
THESE DRAWINGS ARE BASED ON THE SURVEY PERFORMED BY GROUND
HOUND DETECTION SERVICES, INC., PERFORMED ON 1211162006.
L RESPONS1113IL11TIM
A. THE INFORMATION PROVIDED IN THESE PLANS IS TO ASSIST THE CONTRACTOR
IN ASSESSING THE NATURE AND EXTENT OF THE CONDITIONS WHICH MAY BE
ENCOUNTERED DURING THE COURSE OF THE WORK. ALL CONTRACTORS ARE
DIRECTED, PRIOR TO BIDDING, TO CONDUCT ANY INVESTIGATIONS THEY DEEM
NECESSARY TO ARRIVE AT THEIR OWN CONCLUSIONS REGARDING THE ACTUAL
CONDITIONS THAT WILL BE ENCOUNTERED AND UPON WHICH THEIR BIDS WILL BE
BASED.
_
B. UPON_TH IF RECEIPT OF T: {E "NQTIGE TO PROCEEZ THE CONTRACTOR SHALL
CONTACT THE ENGINEER OF RECORD AND ARRANGE A PRECONSTRUCTION
CONFERENCE TO INCLUDE ALL INVOLVED GOVERNMENTAL AGENCIES, UTILITY
OWNERS, THE OWNER AND THE ENGINEER OF RECORD.
C. THE CONTRACTOR SHALL CONTACT 'SUNSHINE STATE ONE -CALL OF FLORIDA'
BY CALLING 1- 80OA32 -4770 AT LEAST 48 HOURS PRIOR TO COMMENCING ANY
EXCAVATION OR CONSTRUCTION IN ORDER TO PROVIDE FOR THE LOCATION OF
EXISTING UNDERGROUND UTILITIES.
D. THE CONTRACTORS SHALL COORDINATE WITH UTILITIES TO ARRANGE FOR
RELOCATION AND TEMPORARY SUPPORT OF UTILITY FEATURES, ETC. AS
NECESSARY TO COMPLETE THE WORK, IF APPLICABLE.
E. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO LOCATE AND PROTECT
ANY AND ALL EXISTING UTILITIES ON THIS PROJECT.
F. THE CONTRACTOR SHALL SECURE ALL UTILITY EASEMENTS (IF REQUIRED)
PRIOR TO CONSTRUCTION.
G. LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES,
AND OTHER FEATURES AS SHOWN ON THE DRAWINGS WERE OBTAINED FROM THE
BEST INFORMATION AVAILABLE AT THE TIME PLANS WERE PREPARED BUT DO NOT
PURPORT TO BE ABSOLUTELY CORRECT. THERE MAY BE OTHER IMPROVEMENTS,
UTILITIES, ETC., WITHIN THE PROJECT AREA WHICH WERE INSTALLED AND
CONSTRUCTED AFTER THE PREPARATION OF THESE PLANS. THE ENGINEER
ASSUMES NO RESPONSIBILITY FOR THE FACILITIES SHOWN OR FOR ANY FACILITIES
NOT SHOWN. THE CONTRACTOR SHALL VERIFY, PRIOR TO CONSTRUCTION, THE
LOCATIONS, ELEVATIONS AND DIMENSIONS OF ALL EXISTING FACILITIES,
STRUCTURES AND OTHER FEATURES (WHETHER SHOWN ON THE PLANS OR NOT)
AFFECTING THE WORK AREA.
H. IF, UPON EXCAVATION, EXISTING CONDITIONS ARE FOUND TO BE IN CONFLICT
WITH THE PROPOSED CONSTRUCTION, THE CONTRACTOR SHALL IMMEDIATELY
NOTIFY THE ENGINEER OF RECORD SO THAT APPROPRIATE MEASURES CAN BE
TAKEN TO RESOLVE THE PROBLEM.
1. ALL ROAD CROSSINGS ARE OPEN CUT UNLESS OTHERWISE NOTED ON THE
DRAWINGS.
IL INSPECTM AND TES
A. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF RECORD AS WELL AS
ANY OTHER GOVERNMENTAL AGENCIES HAVING JURISDICTION AT LEAST 48 HOURS
PRIOR TO BEGINNING CONSTRUCTION.
B. THE CONTRACTOR SHALL GIVE THE ENGINEER OF RECORD AT LEAST 48 HOURS
ADVANCE NOTICE OF, AND THE ENGINEER OF RECORD MUST BE PRESENT TO
WITNESS, THE FOLLOWING:
1. LAMPING TEST OF THE SEWAGE COLLECTION SYSTEM.
2. INFILTRATIONIEXFILTRATION TEST OF THE SEWAGE COLLECTION
SYSTEM.
3. PRESSURE TESTING OF THE WATER DISTRIBUTION SYSTEM.
4. FINAL INSPECTION OF THE WATER, SEWER, PAVING, GRADING AND
DRAINAGE.
C. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT ALL APPLICABLE
REGULATORY AGENCIES FOR INSPECTION REQUIREMENTS.
N, SHOP EIRAWING
A. PRIOR TO THEIR CONSTRUCTION OR INSTALLATION, SHOP DRAWINGS SHALL
BE SUBMITTED TO AND APPROVED BY THE ENGINEER OF RECORD FOR THE
FOLLOWING ITEMS: CATCH BASIN, STORM MANHOLES AND ALL OTHER DRAINAGE
STRUCTURES, DRAINAGE PIPE, BALLAST ROCK, EXFILTRATION TRENCH FILTER
FABRIC. IN ADDITION, SOME CITIES, COUNTIES, STATE AND /OR NATIONAL
REGULATORY AGENCIES REQUIRE THEIR OWN INDIVIDUAL REVIEW AND APPROVAL
IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ALL OTHER AGENCY
SHOP DRAWING APPROVALS IF REQUIRED.
VL PRC,6ECT CLOSE(7UT=
A. CLEANING UP:
1. DURING CONSTRUCTION, THE PROJECT SITE AND ALL ADJACENT AREAS SHALL
BE MAINTAINED IN A NEAT AND CLEAN MANNER, AND UPON FINAL CLEAN -UP, THE
PROJECT SITE SHALL BE LEFT CLEAR OF ALL SURPLUS MATERIAL OR TRASH. THE
PAVED AREAS SHALL BE SWEPT BROOM CLEAN.
2. THE CONTRACTOR SHALL RESTORE OR REPLACE, WHEN AND AS DIRECTED,
ANY PUBLIC OR PRIVATE PROPERTY DAMAGED BY HIS WORK, EQUIPMENT ANDIOR
EMPLOYEES TO A CONDITION AT LEAST EQUAL TO THAT EXISTING IMMEDIATELY
PRIOR TO THE BEGINNING OF OPERATIONS.
3. THE CONTRACTOR SHALL REPLACE ALL PAVING, STABILIZED EARTH, CURBS,
DRIVEWAYS, SIDEWALKS, FENCES, MAILBOXES, SIGNS AND ANY OTHER
IMPROVEMENTS REMOVED DURING CONSTRUCTION WITH THE SAME TYPE OF
MATERIAL AND TO THE CONDITION WHICH EXISTED PRIOR TO THE BEGINNING OF
OPERATIONS.
4. WHERE MATERIAL OR DEBRIS HAVE WASHED OR FLOWED INTO, OR HAVE BEEN
PLACED IN WATER COURSES, DITCHES, DRAINS, CATCH BAjANS, OR ELSEWHERE AS
A RESULT OF THE CONTRACTOR'S OPERATIONS, SUCH MATERIAL OR DEBRIS SHALL
BE REMOVED AND SATISFACTORILY DISPOSED OF DURING THE PROGRESS OF THE
WORK, AND THE AREA KEPT IN A CLEAN AND NEAT CONDITION.
B ALL PROPERTY
MONUMENTS OR PERMANENT REFERENCES, REMOVED OR
DESTROYED BY THE CONTRACTOR DURING CONSTRUCT1Cs+1 SHALL BE RESTORED
BY A STATE OF FLORIDA REGISTERED LAND SURVEYOR Al THE CONTRACTOR'S
EXPENSE.
D. PROJECT RECORD DOCUMENTS:
1. DURING THE DAILY PROGRESS OF THE JOB, THE CONTRACTOR SHALL RECORD
ON HIS SET OF CONSTRUCTION DRAWINGS THE EXACT LOCATION, LENGTH AND
ELEVATION OF ANY FACILITY NOT BUILT EXACTLY ACCORDt' +G TO PLANS.
2. UPON COMPLETION OF DRAINAGE IMPROVEMENTS AND I.IMEROCK BASE
CONSTRUCTION (AND BEFORE PLACING ASPHALT PAVEME4T) THE CONTRACTOR
SHALL FURNISH THE ENGINEER OF RECORD "AS- BUILT" PLANS FOR THESE
IMPROVEMENTS, SHOWING THE LOCATIONS AND PERTINENT GRADES OF ALL
DRAINAGE INSTALLATIONS AND THE FINISHED ROCK GRAD( S OF THE ROAD
CROWN AND EDGES OF PAVEMENT AT 50 FEET INTERVALS.
3. UPON COMPLETION OF CONSTRUCTION, AND PRIOR TO 1INAL PAYMENT, THE
CONTRACTOR SHALL SUBMIT TO THE ENGINEER OF RECOR) ONE COMPLETE SET
OF ALL 'AS-BUILT' CONTRACT DRAWINGS. THESE DRAWINGS SHALL BE MARKED
TO SHOW "AS- BUILT" CONSTRUCTION CHANGES AND DIMENSIONS, LOCATIONS
AND ELEVATIONS OF ALL IMPROVEMENTS.
4. "AS- BUILT' INFORMATION ON WATER MAINS AND GRAVIV SEWERS MUST BE
PROVIDED IN ACCORDANCE WITH MDWASD STANDARD A&3UILT REQUIREMENTS.
S. ALL "AS- BUILT" INFORMATION SHALL BE CERTIFIED BY A FLORIDA REGISTERED
LAND SURVEYOR.
IX PAVING
A. GENERAL:
1. ALL UNDERGROUND UTILITIES SHALL BE COMPLETED P "r "OR TO CONSTRUCTION
O F LIME ROCK BASE.
R
2. ALL EXISTING PAVEMENT CUT OR DAMAGED BY CONSTRUCTION SHALL BE
PROPERLY RESTORED TO A CONDITION AT LEAST EQUAL TO THAT EXISTING
IMMEDIATELY PRIOR TO THE BEGINNING OF OPERATIONS AY THE CONTRACTOR'S
EXPENSE.
3. ALL ROAD CROSSINGS ARE OPEN CUT UNLESS OTHERWISE NOTED ON THE
DRAWINGS.
4. WHERE ANY PROPOSED PAVEMENT IS TO BE CONNECTED TO EXISTING PAVEMENT,
THE EXISTING EDGE OF PAVEMENT SHALL BE SAW CUT.
5. PAVEMENT REPAIRS SHALL BE AS PER STANDARD DETAIL R 21.1 OF THE MIAMI -
DADE COUNTY PUBLIC WORKS MANUAL.
B. MATERIALS AND INSTALLATION.
1. ALL WORK WITHIN CITY OF SOUTH MIAMI RIGHT- OF -WAYy
SHALL BE IN ACCORDANCE WITH THE CITY OF SOUTH MIAMI PU13UC
WORKS DEPARTMENT SPECIFICATIONS.
2. SUBGRADE FOR ROADWAY SHALL BE COMPACTED TO AIAINIMUM OF 95% OF
THE MAXIMUM DENSITY (AASHTO T- 180 -74), LBR 40.
3. BASE COURSE MATERIAL FOR PAVED AREAS SHALL BE A MINIMUM THICKNESS
OF 8' PLACED ON A SINGLE LAYER FOR STREETS.
4. BASE COURSE SHALL BE COMPACTED TO 98% OF THE MAXIMUM DENSITY AS PER
AASHTO T- 190 -74, LBR 100.
L0111111111 *109 el
1. DENSITY TESTS SHALL BETAKEN BY AN INDEPENDENT T_STING LABORATORY,
CERTIFIED BY THE STATE OF FLORIDA, WHERE DIRECTED BY THE MIAMI -DADE COUNTY
PUBLIC WORKS DEPARTMENT AND INSPECTOR, CITY OF SOUTH MIAMI INSPECTOR
OR UNIVERSITY OF MIAMI PERSONNEL -
X. WATER DISTPoSIC)N SYS T'BIA;
A. GENERAL.
1. ALL MATERIALS, INSTALLATION AND TESTING UNDER I AIS PROJECT SHALL BE
IN STRICT ACCORDANCE WITH THE REQUIREMENTS OF IAE MIAMI -DADE WATER AND
SEWER DEPARTMENT (MDWASD) AND SHALL CONFORM 10 THE STANDARDS AND
SPECIFICATIONS AVAILABLE AND ON FILE WITH THE DEP/ RTMENT.
B- SEPARATION OF WATER AND SEWER MAINS:
I. WATER MAINS SHALL BE LAID AT LEAST 10 FEET FIORIZOi 'ITALLY FROM ANY
EXISTING OR PROPOSED SEWER MAIN. IF THIS IS NOT POSSIBLE, THE WATER MAIN
SHALL BE PLACED IN A SEPARATE TRENCH WITH THE BOTTOM ELEVATION BEING
18' HIGHER THAN THE TOP ELEVATION OF THE SEWER PIPE,
2. A VERTICAL DISTANCE OF AT LEAST 18 INCHES SHALL BE'AMAINTAINED WHERE
A SEWER PIPE CROSSES UNDER A WATER MAIN. IF THIS IS (IOT POSSIBLE, THEN
THE SEWER PIPE MUST BE OF WATER MAIN QUALITY (D.I.P.)WITH 20 FOOT LENGTHS
OF PIPE CENTED AT THE POINT OF GROSSING.
3. IF A CROSSING EXISTS WHERE THE SEWER IS LAID ABOVE A WATER MAIN IS
UNAVOIDABLE, THEN THE ABOVE MENTIONED PRECAUTION'), SHALL BE OBSERVED
REGARDLESS OF THE DISTANCE OF VERTICAL SEPARATION BETWEEN THE WATER
AND SEWER MAINS.
4. WHERE IT IS NECESSARY TO DEFLECT PIPE EITHER HORIZONTALLY OR
VERTICALLY, PIPE JOINT OPENINGS SHALL NOT EXCEED 501, OF THAT
RECOMMENDED BY THE PIPE MANUFACTURER
C. MATERIALS, INSTALLATION AND TESTING:
1. FOLLOW MDWASD CONSTRUCTION SPECIFICATIONS FOR DONATION
WATER MAINS, DATED AUGUST 1999.
2. IN ADDITION, SEE MDWASD NOTES ON THIS SHEET.
RPZ IN__S TALLA TIO N_ PLANS
1� R 1
STANDARD REQUI: EIMENTS
WATER AND SEWER CONSTRUCTION G.S. 0.5
1. ALL MATERIALS AND LABOR UNDER THIS PROJECT SHALL BE IN STRICT ACCORDANCE
WITH THE REQUIREMENTS OF THE MIAMI -DADE WATER AND SEWER DEPARTMENT
(MDWASD) AND SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS AVAILABLE
AND ON FILE WITH THE DEPARTMENT. SUBMIT SHOP DRAWINGS FOR ALL MATERIALS.
2. COVER OVER WATER OR SEWER FORCE MAINS SHALL BE 4'-0" MIN.
3. ALL WATER MAIN LINE VALVES SHALL BE INSTALLED COMPLETE WITH 10' RISER PIPES
AND NO. 3 OR 53 VALVE BOXES. FIRE HYDRANTS AND SERVICE VALVES SHALL BE INSTALLED
COMPLETE WITH W RISER PIPES AND NO.2 VALVE BOXES.
4. ALL FORCE MAIN SERVICE CONNECTIONS INTO PRESSURE TRANSMISSION MAINS SHALL
HAVE A SHUT OFF VALVE AND CHECK VALVE AT THE POINT OF ENTRY.
5. ALL GRAVITY SYSTEMS SHALL BE CONSTRUCTED IN ACCORDANCE TO DEPARTMENT
STANDARDS.
6. ALL WATER METERS SHALL BE INSTALLED BY THE MIAMI -DADE WATER AND SEWER
DEPARTMENT PROVIDED THE APPROPRIATE CHARGES HAVE BEEN PREPAID.
7, FIRE HYDRANT REQUIREMENTS (NUMBER AND LOCATION) SHALL BE AS REQUIRED BY MIAMI -
DADE COUNTY FIRE DEPARTMENT OR THE APPROPRIATE FIRE AGENCY WITH INSTALLATIONS
IN ACCORDANCE WITH DEPARTMENT STANDARDS.
B. CONTRACTOR MUST CALL MDWASD INSPECTION DIVISION TO ARRANGE FOR A
PRE - CONSTRUCTION MEETING 48 HOURS PRIOR TO PROPOSED START OF
CONSTRUCTION. CONTACT ONE CALL CENTER 48 HOURS PRIOR TO EXCAVATION.
9. DEPARTMENT PERSONNEL WILL INSPECT ALL FACILITIES APPROVED BY THIS DEPARTMENT.
ALL OTHER REQUIREMENTS OF THE PERMITTING AGENCY SHALL BE IN ACCORDANCE WITH
THEIR STANDARDS AND REQUIREMENTS.
10. WORK PERFORMED UNDER THIS PROJECT WILL NOT BE CONSIDERED AS COMPLETE
UNTIL FINAL ACCEPTANCE OF THE SYSTEM BY THE DEPARTMENT AND UNTIL THE
FOLLOWING DOCUMENTS ARE RECEIVED AND APPROVED BY THE DEPARTMENT.
1. EASEMENTS, IF REQUIRED.
2. CONTRACTOR'S WAIVER AND RELEASE OF LIEN.
3. ABSOLUTE BILL OF SALE
4. a. CONTRACTOR'S LETTER OF WARRANTY (I.E., LETTER AGREEMENT), OR
b. DEVELOPER'S CONTRACT BOND (I.E., CONTRACT AGREEMENT).
5. 'AS- BUILT" 4 MIL MYLAR "24x36° SHOWING SPECIFIC LOCATIONS, DEPTHS, ETC.
OF ALL WATER FACILITIES AS LOCATED BY A LICENSED SURVEYOR, ALONG WITH
PRINTS OF THE'AS- BUILT' WHICH HAVE BEEN SIGNED AND SEALED
BY A REGISTERED SURVEYOR OR ENGINEER OF RECORD, AND ENDORSED BY
THE CONTRACTOR. (NO. OF PRINTS: 3-FOR WATER, 4 -FOR SEWER AND
5 -FOR FORCE MAIN OR PUMP STATION PROJECTS).
6, H.R.S. LETTER OF RELEASE REQUIRED FOR ALL WATER PROJECTS.
11. ALL NEW CONNECTIONS FROM EXISTING DEPARTMENT MAINS TO BE MADE BY
DEPARTMENT FORCES ONLY. THE CONTRACTOR TO EXCAVATE AT REQUIRED LOCATIONS,
PROVIDE AND INSTALL MATERIAL WITH FITTINGS, PRIOR TO TAP.
12. AN APPROVED PAVING AND DRAINAGE PLAN MUST BE SUBMITTED TO MDWASD FOR
ALL NEW SUBDIVISIONS PRIOR TO APPROVAL OF WATER AND SEWER PERMIT PLANS,
UPON REQUEST.
13. UNLESS OTHERWISE SPECIFIED, ALL TAPS 20 INCHES AND SMALLER FOR
CONNECTIONS TO EXISTING MAINS WITH A TAPPING SLEEVE AND TAPPING VALVE
WILL BE PERFORMED BY DEPARTMENT FORCES, UNDER NO CIRCUMSTANCES WILL
THE CONTRACTOR BE PERMITTED TO TAP EXISTING MAINS IN THE SIZE RANGE
SPECIFIED ABOVE.
'AS- BUILT' REQUIREMENTS
GS 0.5 AND 88 0.5
1. AT THE COMPLETION OF ANY WATER AND SEWER JOB, THE CONTRACTOR SHALL SUBMIT:
a. 'AS -BUILT MYLAR 24'X36" (MIN. 4 MIL THICKNESS) FOR EACH PHASE.
b. BLUE LINE (FROM MYLAR) WHICH HAS BEEN SIGNED AND SEALED BY A
REGISTERED SURVEYOR OR ENGINEER OF RECORD, AND ENDORSED BY THE
CONTRACTOR. (QTY- OF PRINTS, AS REQUIRED BY THE DEPARTMENT).
2. 'AS-BUILT' FORMAT:
a. 24'X36' MYLAR IN INK ONLY.
b. THE WORD 'AS- BUILT' IN LARGE LETTERS.
d. TITLE BLOCK WITH THE DEPARTMENT E.R. NUMBER AND PERTINENT INFORMATION.
d. PREFERRED SCALE TO BE 1- 40' HORIZONTALLY AND 1'= 4' VERTICALLY."
a. STREET NOMENCLATURE.
L SEPARATE WATER AND SEWER PROFILE.
g. STATION MAIN STARTING WITH 0 + 00 AT PERMANENT REFERENCE POINT
(I.E., C ,S , ETE.),LAND TO RUN CONTINUOUSLY TO END OF MAIN.
h. EASEMENTS, IF ANY, TIED TO PERMANENT REFERENCE POINT.
I. IDENTIFY ALL CONTROL LINES (I.E. BLDG. LINE, P, RtW, ETC.) L
j. ALL 'PROPOSED' INFORMATION TO BE REMOVED FROM MYLAR, LEAVING ONLY
AS BUILT INFORMATION REFLECTED IN DRAWINGS.
3. WATER 'AS- GUILTS' MUST INCLUDE:
a. PLAN SHOWING SIZE, MATERIAL AND OFFSET OF MAIN, DEFLECTIONS (IF ANY),
STATION OF SERVICES, HYDRANTS AND FITTINGS AT THE MAIN LINE, (IF
PERPENDICULAR TO IT), AND AT MAIN END OF SERVICE IF ANY OTHER ANGLE,
AND DEFLECTION OF PIPE, IF ANY.
b. PROFILE SHOWING TOP OF GROUND AND TOP OF PIPE ELEVATIONS AT EVERY
1CO' STATION AND AT ANY CHANGE IN GRADE (WITH CORRESPONDING STATION),
SIZE AND MATERIAL OF PIPE AND REFERENCE TO PLAN.
4. SEWER "AS- BUILTS' MUST INCLUDE:
a. PLAN SHOWING MANHOLE NUMBER, SIZE AND MATERIAL OF PIPE, DEFLECTION,
IF ANY (FORCE MAIN ONLY), AND LOCATION OF LATERALS WITH REFERENCE TO
MANHOLE.
b. PROFILE SHOWING MANHOLE NUMBER (AS PER PLAN), RIM AND INVERT
ELEVATIONS (IF MORE THAN ONE INVERT, LABEL NORTH, SOUTH, ETC.) AND
STATION STARTING AT 0 + 00 AT DOWNSTREAM MANHOLE
5. FORCE MAIN "AS- BUILTS'; SAME AS WATER.
" OTHER SCALES MAY BE PERMITTED, BUT MUST BE APPROVED BY THE DEPARTMENT.
PRIOR TO PREPARATION OF DRAWINGS.
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2:10:02yuft,
BERMELLO, AJAMIL, & PARTNERS INC
Architecture • Engineering • Planning • Landscape Architecture • Interi ®r design
2601 SOUT14 B-Z X_ I I
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MIAMI, FLO PLUDA 33133
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2601 South Bayshore Drive, 10th Floor
Miami Florida 33133
(305) 659 -2050
Fax (305) 860 -3700
CWNIE:Ri
SOUTH MIAMI HOSPITAL
BAPTIST HEALTH SOUTH FLORIDA
7400 SW 62ND AVE.
SOUTH MIAMI, FL 33143
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ROBERT SORIANO, P.E.
FLORIDA LICENSE #58178
BERMELLO, AJAMIL & PARTNERS, INC_
FLORIDA ENGINEERING
AUTHORIZATION # 9006304
REVISIONS:
PROJECT NAME:
SOUTH MIAMI HOSPITAL
EAST TOWER
INFRASTRUCTURE
UPGRADES
PROJECT ADDRESS:
7400 SW 62nd AVE
SOUTH MIAMI, FL 33143
KEY PLAN
PROJECT NO.
40018.000
SCALE:
AS SHOWN
DATE:
JULY 27, 2007
DRAWN:
AIS
CHECKED:
RS
CADD FILE:
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