08-40-009II
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/ SAN MI, RIM 12.20 SAN MH
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/ �s - S89 *39'14 "E . 129.83'
CHAIN LINK FENCE, GATES AND C.B.S.
S WALL SURROUNDING PROPERTY TO BE / �11 0
PARKING METER
DEMOLISHED & REMOVED.
/,111 o N I (TYPICAL)
� � • .s• REMOVE PARKING MI�ERS
o >o ��yc WITHIN DEMOLITION )REA, TYP. /�I1� o ;� I 00
�� 0
1� ►� / �I) 3 I U.P.
POWER POLE & OVERHEAD CATCH BASINS do CONC. SLAB d / �) a ° w I - - -
WIRES TO BE REMOVED, TO BE REMOVED. BACKFILL
°. TYP. (SEE ELEC. DWGS• TRENCH AS NECESSARY. o / �j{,J sAN. L T
FOR ADD'L. INFO. / ql� o I Cs, G ATE 10.6
0 ) / � INV ELI 8.60
I (TO TEMAIN)
SMH,IM 10.7
f ` �(I MAW-- - IINV EL 4.82N,
CATCH BASIN FRAME & L� C VE D , �I� J 7.62 6.42SE
WATER METERS TO BE C.N. ` - -��NCH - J POWER POLE Jc �ERHEAD / 15 SDO���
_ N - GRATES TO BE REMOVED,
A s H L T !� o TYP REMOVED. PIPES TO BE ELEV.:11.28 `C.I. �- �� Y I I-
.P. A V E M E N T N CAPPED dC ABAND., TYP, ELEV.:8.50 WIRES TO BE REMOVD, 1 / 2 so O
anchor (COORDINATE W/ MDWASD) TYP. (SEE ELEC. LYGS. 1 /
o FOR ADD'L. INI-0.) sy�N C8, GR T 0.2
F.P.L.
SLAB- COVERED TRENCH TO BE REMOVED. I INV EL w
? BACKFILL TRENCH AS NECESSARY, TYP. I ASEMENT / I
1'50 "W 222.74' U.P. .. ' � / / RES u.r.
- - - - - - � - / ��- - - - _ : - - -• . - �f-L/ •� p1�ERHEAD WI --c�� OVERH AD WIRE
Ee 7.50_ _ _ I / / / / T/ / EXIST. SLAB WM.4
�JJIIII .0 1G" E7JJ -z-r TRENCH /EL/8 C8, GRATE 10.,
Cl, GRATE 9.80 w � 'INV EL 6.71
INV EL 6.20
- -15° VCP SAN- - --r - -- 15" VCP SAN- - I -- - --- -� -�� -+- -15" VCP SAN -
a o 1 1 o c SAN MH, RIM 10.70
W + 1 I 1 SAN MH, RIM 7.311 ASHALT PAVEMENT TO lE�% h "� �� a INV EL OON, S T R E T
- 3.77E,- -3.78S R OF 50' R /W_T - 3.50E.�3.45W
1 I STORM DRAIN PIPE NECESSARY, TYP. 5 _ N
BASELINE -- - -24" SD -I - --- - 5MH, RIM 11.10
I TO BE REMOVED. 1 SURREY �� SMH,' RIM �J.72 I INV EL 5.85N,
.-4" WM - _- _ -4 -- -� <" 4Y WM- - - � INV L 5.12N, - -1 5.70S,W
GV I� 7 V r 3.47 3.4- - 4" WM --
z "
DROP CURD
FH SIGN I SIGN I NV ER ATE 9.36 SIGN NV EL ATE 10.50
GATE VAL VE k PIPE TO
BE REMOVED. SEE DWG. ` I. GV --
C-4 FOR ADD'L INFO. SM , RIM 8.92
INV�EL 331S,
w 3.7p E, 3.25W 15� SID ,� I SIGN
SLAB- COVERED TRENCH TO M i So O _-w
BE REMOVED. BACKFILL N ° 5 I I p, Gf ATE 6.90
TRENCH AS NECESSARY, TYP. w-6-1 I w zIn IV EL 3.20
o
LEGEND
c=■
-
N
SMH O
STORM MANHOLE (DRAINAGE)
Cl, GRATE 6.70
INV EL 1.00
SANITARY MANHOLE
°w
v N
GVD4
GATE VALVE
T
SIGN
o
b
UPS
UTILITY POLE
ABBREVIATIONS
DIP =
DUCTILE IRON PIPE
VCP
- VITRIFIED CLAY PIPE
E VM E � G! D
ILY ■
r. 'Z EXISTING ASPHALT AND CONCRETE
/ / TO BE DEMOLISHED AND REMOVED.
.; CONCRETE
ASPHALT PAVEMENT
= =� EXISTING TO BE REMOVED.
DEMOLITION NOTES
1. CONTRACTOR IS TO REFERENCE ARCHITECTURAL, LANDSCAPING, MEP
AND OTHER DRAWINGS ASSOCIATED TO THIS PROJECT FOR
ADDITIONAL SITE DEMOLITION REQUIREMENTS NOT SHOWN HEREIN.
2. CONTRACTOR IS TO MAINTAIN PEDESTRIAN TRAFFIC AT ALL CRITICAL
AREAS AND AT ALL TIMES. ALL TEMPORARY FACILITIES SHALL
COMPLY WITH THE LATEST REQUIREMENTS OF LOCAL BUILDING CODES
AS WELL AS ACCESSIBILITY REQUIREMENTS.
3. EXISTING LANDSCAPING AND TREES LOCATED WITHIN THE PROPOSED
CONSTRUCTION AREA IS TO BE REMOVED AND /OR RELOCATED. REFER
TO LANDSCAPE DRAWINGS FOR ADDITIONAL INFORMATION. EXISTING
IRRIGATION SYSTEM WITHIN NEW WORK AREA TO BE REMOVED. REFER
TO LANDSCAPE DRAWINGS FOR ADDITIONAL INFORMATION.
4. COORDINATE WITH OTHER FOR REMOVAL /RELOCATION OF EXISTING
LIGHT /POWER POLES AND OVERHEAD /UNDERGROUND ELECTRICAL.
5. REMOVE EXISTING WATER, SEWER, ELECTRICAL, COMMUNICATONS, GAS
ETC. SERVICES TO EXISTING BUILDING TO BE DEMOLISHED.
COORDINATE WITH OWNER OF UTILITY FOR SPECIFIC REQUIREMENTS.
6. EXISTING SITE PLAN WAS DEVELOPED FROM DRAWINGS AND
INFORMATION PROVIDED BY SURVEY.
7. CONTRACTOR SHALL EXERCISE CAUTION TO AVOID DAMAGING
EXISTING SITE FEATURES THAT ARE TO REMAIN. ANY DAMAGE TO
SITE FEATURES NOT DESIGNATED FOR REMOVAL SHALL BE RESTORED
TO ITS ORIGINAL CONDITION AND AS ACCEPTED BY THE OWNER.
a. ALL DIMENSIONS AND DISTANCES SHALL BE FIELD COORDINATED AND
VERIFIED. ANY DISCREPANCIES SHALL BE BROUGHT TO THE
ATTENTION OF THE ENGINEER /ARCHITECT FOR RESOLUTION.
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ARCHITECTURE INTERIOR DESIGN PLANNING
SEAL:
RONEYJ. MATEU
AR 0008220
JMM CONSULTING ENGINEERS, LLC
M.E.P.
12651 S DIXIE HIGHWAY, SUITE 209
MIAMI, FLORIDA 33156
M.A. SUAREZ CONSULTING ENGINEERS
STRUCTURAL ENGINEERING
486!1 SW 75TH AVENUE
MIAMI, FLORIDA 33155
PISTORINO & ALAM CONSULTING ENG. INC.
CIVIL ENGINEERING
7171 SW 62ND AVENUE, 4TH FLOOR
MIAMI, FLORIDA 33143
OXFORD UNIVERSAL
4311 PONCE DE LEON BLVD.
CORAL GAILES, FLORIDA 33146
5966 SOUTH
DIXIE BUILDING
5966 & 5970
SOUTH DIXIE HIGHWAY
MIAMI, FLORIDA 33133
MATEU ARCHITECTURE INC.
THIS DRAWING IS THE PROPERTY OF MATEU
ARCHITECTURE INC. UNLESS OTHERWISE PROVIDED
FOR BY CONTRACT, THE CONTENTS OF THIS
DRAWING ARE CONFIDENTIAL AND SHALL NOT
BE TRANSMITTED TO ANY PARTY EXCEPT AS
AUTHORIZED NY THE ARCHITECT /ENGINEERS OF
RECORD.
PHASE
PERMIT DRAWINGS
FILE NAME:
PROJECT NO:
MA0605
DRAWN BY:
CHECKED BY:
ISSUE DATE:
REVISIONS
SHEET TITLE
DEMOLITION
SITE PLAN
SHEET: OF:
C - i
LEGEND
c=■
CATCH BASIN
SMH O
STORM MANHOLE (DRAINAGE)
SAN MH O
SANITARY MANHOLE
WM❑
WATER METER
GVD4
GATE VALVE
T
SIGN
F
GUY WIRE
UPS
UTILITY POLE
ABBREVIATIONS
DIP =
DUCTILE IRON PIPE
VCP
- VITRIFIED CLAY PIPE
SD =
STORM DRAIN PIPE
WM =
WATER MAIN
SAN
= SANITARY SEWER MAIN
F.F.E.
- FINISHED FLOOR ELEVATION
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ARCHITECTURE INTERIOR DESIGN PLANNING
SEAL:
RONEYJ. MATEU
AR 0008220
JMM CONSULTING ENGINEERS, LLC
M.E.P.
12651 S DIXIE HIGHWAY, SUITE 209
MIAMI, FLORIDA 33156
M.A. SUAREZ CONSULTING ENGINEERS
STRUCTURAL ENGINEERING
486!1 SW 75TH AVENUE
MIAMI, FLORIDA 33155
PISTORINO & ALAM CONSULTING ENG. INC.
CIVIL ENGINEERING
7171 SW 62ND AVENUE, 4TH FLOOR
MIAMI, FLORIDA 33143
OXFORD UNIVERSAL
4311 PONCE DE LEON BLVD.
CORAL GAILES, FLORIDA 33146
5966 SOUTH
DIXIE BUILDING
5966 & 5970
SOUTH DIXIE HIGHWAY
MIAMI, FLORIDA 33133
MATEU ARCHITECTURE INC.
THIS DRAWING IS THE PROPERTY OF MATEU
ARCHITECTURE INC. UNLESS OTHERWISE PROVIDED
FOR BY CONTRACT, THE CONTENTS OF THIS
DRAWING ARE CONFIDENTIAL AND SHALL NOT
BE TRANSMITTED TO ANY PARTY EXCEPT AS
AUTHORIZED NY THE ARCHITECT /ENGINEERS OF
RECORD.
PHASE
PERMIT DRAWINGS
FILE NAME:
PROJECT NO:
MA0605
DRAWN BY:
CHECKED BY:
ISSUE DATE:
REVISIONS
SHEET TITLE
DEMOLITION
SITE PLAN
SHEET: OF:
C - i