01-0542-001 GENERAL NOTES
J 1. ELEVATIONS SHOWN REFER TO THE NATIONAL GEODETIC VERTICAL
DATUM (N.G.V.D.).
2. HORIZONTAL AND VERTICAL CONTROL SHALL BE PROVIDED BY THE
SUNSET _ DRIVE G OWNER'S SURVEYOR. LAYOUT IS THE RESPONSIBILITY OF THE
S.W. 72ND STREET CONTRACTOR.
)
3. IT IS THE INTENT OF THESE DRAWINGS TO BE IN ACCORDANCE WITH
APPLICABLE CODES AND AUTHORITIES HAVING JURISDICTION. ANY
I DISCREPANCIES BETWEEN THESE DRAWINGS AND APPLICABLE CODES
— — _ SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER.
4. EXISTING UTILITIES SHOWN ARE BASED ON INFORMATION SUPPLIED BY ,
OTHERS. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO MEET WITH CONSULTING ENGINEERING,ty -SCIEN ,
Ile
ALL APPLICABLE UTILITY COMPANIES TO VERIFY ALL UNDERGROUND 8985 S.W. 148th'STREETf'", �!
/�, FACILITIES PRIOR TO THE START OF CONSTRUCTION. ALL TRENCH MAUI, FLORIDA 33 `
/ � /� / / I I EXCAVATION SHALL PROCEED WITH EXTREME CAUTION AT ALL TIMES.
IN THE EVENT THAT EXISTING UTILITIES ARE DAMAGED, IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO REPAIR OR REPLACE ALL SUCH : r_
DAMAGE.
Py� 5. EXISTING GRADES WERE TAKEN FROM THE BEST AVAILABLE DATA AND
`�V��```P"� MAY NOT ACCURATELY REFLECT PRESENT CONDITIONS. CONTRACTOR •M '' ' ''.;`''
EXISTING BUILDINGS I I 1 SHALL BE RESPONSIBLE FOR FAMILIARIZING HIMSELF WITH CURRENT SITE RicxARD s.
CONDITIONS, AND SHALL REPORT ANY DISCREPANCIES TO THE ENGINEER PE-19833 '
/ \G /� / / \ I ( I 1 PRIOR TO STARTING WORK. PRINTED
���`' l \ I I 1
Q� �C / / \ I I I 6. REFERENCE SHALL BE MADE TO THE MECHANICAL, PLUMBING AND DATE REMARK
/ \ I I ELECTRICAL DRAWINGS FOR LOCATIONS, SIZE AND DETAILS OF ALL
UTILITY SERVICES TO THE BUILDINGS.
/ o / \ rJ
I ' 7. CONTRACTOR SHALL BE RESPONSIBLE FOR RESETTING ALL DISTURBED
/ I I EXISTING MANHOLE COVERS, VALVE BOXES, BLOW-OFF RISERS, ETC. TO
. .... .... .... 'X_ I ( I NEW ELEVATIONS, AS REQUIRED, WHETHER SPECIFICALLY SHOWN ON
3= ► DRAWINGS OR NOT.
:.7.1....... I I
/ �....
/ / DEMOLITION NOTES
\: : . I 1
/ OF EXIST.
/ PA. O ' 1 N D VEWAY
:: . 1 • UNLESS OTHERWISE NOTED, ALL EXISTING IMPROVEMENTS WITHIN THE
. ., DESIGNATED DEMOLITION LIMITS, INCLUDING BUT NOT LIMITED TO STRUCTURES,
/ - FOUNDATIONS, SLABS, PAVEMENT, DRAINAGE FACILITIES, SITE LIGHTING FACILITIES,
: .•'• ...... I AND UTILITY FACILITIES, SHALL BE REMOVED IN THEIR ENTIRETY. SEE ARCHITECTURAL
DRAWINGS FOR ADDITIONAL INFORMATION.
' I I 2. ALL EXISTING BUILDING STRUCTURES SHALL BE REMOVED INCLUDING
�� \ L-___________________________ _ FOUNDATIONS, UNDERGROUND PIPING, GREASE TRAPS, ETC.
/ / \ EXISTING BUILDINGS —)
\ I I 3. ASPHALTIC PAVEMENT DESIGNATED FOR DEMOLITION SHALL BE REMOVED AND
" \ I I W I DISPOSED OF OFF-SITE AT AN APPROVED LOCATION. SAWCUT ALL PAVEMENT
n I EDGES WHERE EXISTING PAVEMENT IS TO REMAIN.
W
> 1 4. LIMEROCK SUBBASE SHALL BE SCARIFIED TO ITS FULL DEPTH AND SHAPED TO IN NO CASE SHALL
j OOD SHED ( Q I REMOVEDSL MEROCK SUBBASE BE IN THESE
USED AS SUBBASE DRAWINGS.
FOR NEW ROADWAYS,
WOODN ENCE \ / S I 1 I _ DRIVEWAYS, OR PARKING AREAS.
\ MIXED' USE
/ / �`\ \ / / I � ( 5. ALL EXISTING DRAINAGE IMPROVEMENTS SHALL BE REMOVED, INCLUDING
EXISTING BUILDINGS •I STRUCTURES, PIPES, FRENCH DRAINS, ETC.
1� I 1 3 I 6. ALL EXISTING UTILITIES INCLUDING, BUT NOT LIMITED TO, WATER, SEWER, GAS,
I ( POWER do TELEPHONE SHALL BE TERMINATED AT PROPERTY LINE AND REMOVED BUILDING ,
/ y 1p IZ�•�-- I I I I WITHIN THE DEMOLITION LIMITS. CONTRACTOR SHALL COORDINATE WITH EACH
Eiji I ( I AFFECTED UTILITY COMPANY.
® WEI I I I 7. ALL DEMOLITION DEBRIS, EQUIPMENT AND APPURTENANCES SHALL BECOME THE
THE PROPERTY OF THE CONTRACTOR AND DISPOSED OF OFF-SITE IN AN
�\ h OF DOOR I ( I APPROVED MANNER, UNLESS OTHERWISE DESIGNATED BY THE OWNER.
OUT-PARCEL / \ ------------------ --,-- I-�- N -w-•- - ------ ------�-
/ \ •. ;0 1 ROBINS BUILDING ENTERPRISES
/ I 5920 SOUTH DIXIE HIGHWAY
/ � I I .
/EXISTING 1 STY BUILDING/ — — — —
THIS PROJECT SOUTH MIAMI, FLORIDA 33143
/ AT LOTS 11-18 WHEEL STOP (TYP.) 1 1 1 (305) 662-1226
/ (NOT A PART) / • SEE DETAIL, SHT. C-3 • 1 S.W. 72 ST.
/ O — M„j OF EXIST. (SUNSET DR.)
,_ ._ N DRIVEWAY
49- 9 5
\
LAYOUT PLAN
\ p
A EXIST. I /�
\ DUMPPSTERI ND
\/ COM ACTORR i I — — — •p� S.W. 73 ST. N OTES
N AREA
5
L.'------------------------------------------------ --- ______-_-__________-_____________-J / I
X - - - - - - - - - - - - - N '—i - - - - - - - - - - DRAWN BY: G.G.G.
N o 3 3
N J 3 S.W. 74 ST.y � CHECKED BY: N.H.O.
0
N
S.W. 73RD STREET APPROVED BY: R.B.B.
S. LINE N 1/2 NE 1/4 NW 1/4 NE 1/4 SEC. 36-54-40 DATE: 4/30/99
PROJECT NO.: 9866
LOCATION MAP REVISIONS
M SCALE 1" = 300'
I DEMOLITION LIMITS 11-9-99 UPDATE SITE
SCALE: AS SHOWN
0d 48 I farts before Y� SHEET NUMBER:
I SEE SHEET C-2 FOR ADDITIONAL
ASPHALTIC PAVEMENT DEMOLITION.
It's the Lawl
LAYOUT PLAN 1-800-432-4770
SCALE 1" = 20'
Sunshine State One Cali of Florida, Inc. C-1
1 OF 4 SHEET NO. i i