7000 SW 62 AVE PB-94-018-001 Ll 0 )
O00 S w OF SPACE
HANDICAP SIGN
W s
j4 0
'n W F: W W
8" a S. W. 68th STREE c a s,C,eo
3u EDGE OF ASPHALT
(2) 3/4"0 HOLES _ PAVEMENT
12'
2•I/2" o WHEEL STOP N THIS PROJECT J
' o cD S.W. 69th STREET °"
u '
Irl Irl N NOTE: 3 3
I I I v -� I r 8" SQUARE GRID PROVIDED 3
R REFERENCE LO
S.W. 70th STREET
NOTE: EACH WHEEL. STOP TO BE
2 04 REBARS 3" I•I/2"
SECURED BY TWO 30"LONG # 5 W
.n 4" WHITE THERtdOPLASTIC S.W. 71st vi
REBARS ASPHALTIC PAVEMENT � a
o � 3
STREET
4#J :7R*
(D (0 lD (D
FRONT END
3 3 3 3
vi to LU) uj r
WHEEL STOP DETAIL SUNSET DRIVE ( S. W. 72nd STREET)
SCALE' I"= 1' -0" HANDICAP PARKING SPACES TO BE PROVIDED WITH PAINTED SYMBOL AND
STANDARD SIGN D9-6 AS DESIGNATED IN THE "MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES". SIGNS TO BE SUPPORTED BY1-1/2" X 1-1/2" KINDORF
CHANNEL DRIVEN INTO GROUND 3'-0" MIN. TOP OF SIGN TO BE 4'-0" ABOVE
GROUND.
LOCATION PLAN
N.T.S.
HANDICAP PARKING DETAIL
N.T.S.
I v I
/ I
N �. ��\ LEGAL DESCRIPTION
The North 115.00 feet of the East 1/2 of the Southeast 1/4 of the Southeast 1/4 of
Q the Southwest 1/4 less the East 149.00 feet and the East 137.00 feet of the North
_ — — — — —— — _ —_ _ —_ — _ — — — —— — _—— — ——_— — — — — — 150.00 feet of the West 1/2 of the Southeast 1/4 of the Southeast 1/4 of the
_ _ _ _ _ _ _ _ _ __ _ ______ __ _ _ _ _ Southwest 1/4, less the West 54.00 feet of the North 88.00 feet all lying and being
in Section 25, Township 54 South, Range 40 East, Dade County, Florida, subject to
a dedication of the North 25 feet for road purposes.
S. W. 70th STREET
Also Known As: 6210 S.W. 70th Street
-- - - -- - - - - - - -- ---- --- - -- -- —�� South Miami, FL
265 94' 4"(TYP.) - -- --- - GENERAL NOTES
Tf ° -- n'���—x � �T 89°134'30"
I
NEW 6' CHAIN LINK t I REMOYj, ± 46 L.F 1. ELEVATIONS SHOWN REFER TO THE NATIONAL GEODETIC VERTICAL DATUM (N.G.V.D.).
00 FENCE I RETAINING WALL .
TO REMAIN TREE I i 2. HORIZONTAL AND VERTICAL CONTROL SHALL BE PROVIDED BY THE OWNER.
C0 I
— I 3. IT IS THE INTENT OF THESE PLANS TO BE IN ACCORDANCE WITH APPLICABLE CODES AND AUTHORITIES HAVING
w FT�% JURISDICTION. ANY DISCREPANCIES BETWEEN THESE PLANS AND APPLICABLE CODES SHALL BE IMMEDIATELY
II ^ BROUGHT TO THE ATTENTION OF THE ENGINEER.
O 5'r!5� 8 SPA• �q 9' = 72' 5' 6 SPA' ,W 9' = 54' 4. EXISTING UTILITIES SHOWN ARE BASED ON INFORMATION SUPPLIED BY OTHERS. IT SHALL BE THE CONTRACTORS
O - � �� RESPONSIBILITY TO MEET WITH THE BUILDING'S MAINTENANCE STAFF AND ALL APPLICABLE UTILITY COMPANIES TO
(fj N 1 w Ij , , _ VERIFY ALL UNDERGROUND FACILITIES PRIOR TO THE START OF CONSTRUCTION. ALL TRENCH EXCAVATION SHALL
8 NEW 26' 9 U 0 PROCEED WITH EXTREME CAUTION AT ALL TIMES. IN THE EVENT THAT EXISTING UTILITIES ARE DAMAGED, IT SHALL
�D 5 SPA. QQ 9'= 45' S' 5 S PA. a� 9'= 45' 4 Z Z BE THE RESPONSIBILITY OF THE CONTRACTOR TO REPAIR OR REPLACE ALL SUCH DAMAGE.
5' S SPA. "'@ 9' = 45' S' 24' S' 3 SPA. �a 9'=27' - 6.. GATE SLIDING g °
1 10 WHITE I� O � _ 5. EXISTING GRADES WERE TAKEN FROM THE BEST AVAILABLE DATA AND MAY NOT ACCURATELY REFLECT PRESENT
n1 O z / CONDITIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING HIMSELF WITH CURRENT SITE CONDITIONS,
4z_ - 2.5 R oD \5� 6 SPA. �a 9'= 54' S' 3 SPA.�a 9'=27' 3 SPA. �a 12'= 36 JW'2H 5' a 0) W I AND SHALL REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO STARTING WORK.
o `.� pp (T P _ z r W 6. REFERENCE SHALL BE MADE TO THE LANDSCAPE AND IRRIGATION DRAWINGS FOR COORDINATION.
_54.00 90 EXIST. OAK 90 o TREE TO - i � �/
U_
7. CONTRACTOR SHALL BE RESPONSIBLE FOR RESETTING ALL DISTURBED EXISTING MANHOLE COVERS, VALVE BOXES,
10 R REMAIN °D H.C. H.C. H.C. RI-I x 1 O BLOW-OFF RISERS, ETC. TO NEW ELEVATIONS, AS REQUIRED, WHETHER SPECIFICALLY SHOWN ON PLANS OR NOT.
20 EXIST w O RESO
MAN
II
n Z
I 27' 27' EXIST. OAK
k 1 TREE TO BE 20 I U)
' � RELOCATED—�: R 9002 5'30" x
�v -- TT7'TJ"TTl�l%f"182,23�/T177~TT�/7�T / 7' L1 DEVELO.PMENT NOTES
01 o; 5' 5' 6 SPA. �a 9' = 54' 5' 7 SPA. na 9' = 63' 90°d4'Ze" ,
Nr I �/
(OX 1/ ) 1. BOUNDARY AND TOPOGRAPHIC DATA TAKEN FROM SURVEY DATED NOVEMBER 18, 1993 (REV. DECEMBER 14, 1993)
O / ' - • PREPARED BY CROWDER MAHONEY, INC.
1 (70 M '2 . ASPHALTIC PAVEMENT DESIGNATED FOR DEMOLITION SHALL BE REMOVED AND DISPOSED OF OFF-SITE AT AN
i — 1 APPROVED LOCATION, AT CONTRACTOR'S EXPENSE. SAWCUT ALL PAVEMENT EDGES WHERE EXISTING PAVEMENT
IS TO REMAIN. ,
x 1 EXISTING PARKING STRUCTURE
' 900 90°04'28" I 3. RETAINING WALL DESIGNATED FOR DEMOLITION SHALL BE REMOVED AND DISPOSED OF OFF-SITE AT AN APPROVED
t_
TEX LOCATION, AT CONTRACTOR'S EXPENSE. SAWCUT RETAINING WALL WHERE EXISTING WALL IS TO REMAIN.
/ 4. SEE SHEETS C-1 AND C-2 FOR DETAILS.
137.00' Rr:I ST. CHAIN LINK FENCE i 1 5. PROVIDE NEW WHEEL STOPS AT ALL PARKING SPACES - 59 REQUIRED. (SEE WHEEL STOP DETAIL).
(TO REMAIN)
I
6. PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH DADE COUNTY STANDARDS AND TYPICAL DRAWINGS.
PARKING STALLS SHALL BE MARKED WITH SINGLE WHITE 4" WIDE STRIPES. HANDICAP MARKINGS SHALL BE IN
ACCORDANCE WITH DETAILS.
7. SIGNAGE SHALL BE IN ACCORDANCE WITH "THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES".
8. CONDITIONS OF ALL LOCAL PERMITS SHALL BE STRICTLY ADHERED TO.
LAYOUT PLAN
SCALE : 1"=20'
r
DRAWN BY : R.W. M./G.G.G. �,-�. F��R� , ��,',,�,
SCALE: AS SHOWN
CONSULTING ENGINEERING SCIENCE, INC . 7000 BUILDING PARKING LOT
CHECKED BY HEALT HSOUTH CORPORATION = -
APPROVED 'BY' 2 PERIMETER PARK SOUTH :` ` V ;° �;' -
DATE. 8925 S.W. 148th STREET SUITE '100 , � w� � LOCATION AND LAYOUT C 1
E. _
BIRMINGHAM, ALABAMA 35243 - MIAMI, FLORIDA 33'176 C305 � 378-5555 ' :.-. ••'�,�,- PLANS, DETAILS AND NOTES
NO. DATE REVISION SH. NO. I OF 2
o PROJECT N0. 9330 TF`ZED_=�