06-1074-001s!! y
v • y !
!
�-1TIC N EGR_`10:
DEMUR
j/ ////////// // DENOTES DEMOLITION OF EXISTING STRUCTURES
EXISTING INLET
r-- - - - - - EXISTING SLAB COVERED TRENCH
--- - - SITE BOUNDARY
O EXISTING SLAB COVERED TRENCH TO BE REMOVED AND BACKFILLED.
OEXISTING INLET TO BE REMOVED AND BACKFILLED.
O EXISTING BUILDING TO BE REMOVED.
ALL ON SITE EXISTING ASPHALT AND CONCRETE PAVEMENT, DRAINAGE
®STRUCTURES,- ABOVE GROUND STRUCTURES, ETC., ARE TO BE REMOVED
UNLESS OTHERWISE INDICATED.
SOCONTRACTOR SHALL COORDINATE WITH MIAMI -DADE WATER AND SEWER
DEPARTMENT FOR REMOVAL OF EXISTING WATER AND SEWER SERVICES.
O6 REFER TO LANDSCAPE PLANS FOR THE REMOVAL AND RELOCATION OF
EXISTING TREES
OCONTRACTOR SHALL COORDINATE WITH FLORIDA POWER & LIGHT FOR
OVERHEAD POWER LINE RELOCATION WORK.
EXISTING SANITARY SEWER SYSTEM TO BE REMOVED AFTER
® INSTALLATION AND TESTING OF NEW SANITARY SEWER LINES. SEE
SHEET C -2 FOR PROPOSED SEWER.
O EXISTING CURB AND /OR CONCRETE TO BE REMOVED.
DEMOLITION NOTES:
1. ALL SITE DEMOLITION WORK SHALL CONFORM WITH THE REQUIREMENTS OF TIDE
GOVERNMENT /PUBLIC UTILITY HAVING JURISDICTION OVER THE PARTICULAR UTILITY
BEING REMOVED.
2. CONTRACTOR TO FIELD VERIFY ALL EXISTING UTILITIES /SERVICES TO THE EXI1TING
BUILDING WHETHER OR NOT SHOWN ON THE PLAN. THE LOCATION OF THE UTILITIES
SHOWN ON THE PLAN ARE APPROXIMATE ONLY AND ARE TO BE VERIFIED P OR TO
BIDDING, BY MEANS AS DETERMINED SUITABLE BY THE CONTRACTOR AND 0 ER.
3. ALL EXISTING IMPROVEMENTS NOTED FOR REMOVAL SHALL BE REMOVED IN THEIR
ENTIRETY AND DISPOSED OF PROPERLY.
4. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES TO INSURE T W ALL SHUT -OFF
PUBLIC UTILITY SERVICES TO THE EXISTING BUILDING HAVE DEEN PROPERLY GONE AND TO ALLOW
ANY PROPERTY (GAS METER, ETC.) OWNED BY THE PUBLIC UTILITY COMPANIS TO BE SO
CLAIMED AND REMOVED FROM THE PROPERTY•LIMITS PRIOR TO DEMOLITION.
5. THE REMOVAL OF EXISTING PAVEMENT SHALL INCLUDE ALL CURBING, ASPHA IT,
EXISTING ROCK BASE REMOVED AS PART OF THE SITE DEMOLITION AND ROCI BASE.
SHALL BE USED AS SUBGRADE MATERIAL IF DEEMED SUITABLE BASED UPON;A FIELD
REVIEW BY THE SOILS ENGINEER.
6 ALL EXCAVATIONS RESULTING FROM THE DEMOLITION WORK SHALL BE BACKFLLED WITH SUITABLE
GRANULE MATERIAL, FREE OF ORGANIC OR DELETERIOUS MATTER, COMPACTEI� IN PLACE IN TWELV
(12) INCHES LIFTS TO 100% MAXIMUM DRY DENSITY PER A.A.S.H.T.O. T -180 ELEVATION (SUBGRAD
FOR PAVEMENT AREAS AND TWELVE (12) INCHES OF THE EXISTING GRADE.
7. CONTRACTOR SHALL INVESTIGATE THE EXISTING DRAINAGE SYSTEM TO DETERMINE
THE TYPE (EXFILTRATION OR POSITIVE FLOW) AND THE EXTENT, SIZES AND
ALIGNMENT OF THE PIPING REQUIRED TO BE REMOVED. DRAINAGE SHALL 80
COORDINATED TO PROVIDE UNINTERRUPTED ROADWAY DRAINAGE AT ALL TIMES.
8. CONTRACTOR TO FIELD REVIEW WITH THE OWNER'S REPRESENTATIVE THE EXTENT OF
THE SITE DEMOLITION AND ASSOCIATED UTILITIES /SERVICES REMOVAL TO INSURE
DEMOLITION WORK AS NOTED ON THE PLAN IS NECESSARY, ADEQUATE IN SCOPE AND
NOT DETRIMENTAL TO ANY IMPROVEMENTS TO REMAIN.
9. CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS AND USE ALL APPROPRIATE
CONSTRUCTION METHODS /TECHNIQUES TO PROTECT EXISTING UTILITIES AND QTHER PROPERTY
NOT NOTED FOR REMOVAL. CONTINUED SANITARY SEWER SERVICE SHALL BE PROVIDED FOR
EXISTING CONNECTIONS FOR COMMERCIAL BUILDING ON NORTH SIDE OF PROJECT SITE.
CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGES INCURRED DURING sI)EMOLITION AND
SHALL REPAIR ANY DAMAGES AT NO EXPENSE TO THE OWNER.
i
10. DEMOLITION ACTIVITIES AND TIMING MUST BE CLOSELY COORDINATED WITH THE OWNER
AND THE PROJECT'S SCHEDULE TO INSURE ALL PARTIES' NEEDS /REQUIREMENTS ARE
SATISFIED /MET.
11. ALL EXISTING WIRING, PULL BOXES, CONDUITS AND OTHER APPURTENANCES 'ASSOCIATED
WITH THE EXISTING STREET LIGHTS DISTURBED DURING DEMOLITION OR CONSTRUCTION,
SHALL BE RESTORED TO THEIR ORIGINAL CONDITION.
12. CONTRACTOR SHALL COORDINATE WITH F.P.L. FOR REMOVAL AND REINSTALLATION OF
ALL EXISTING STREET LIGHTING.
13. ALL IRRIGATION DISTURBED DURING DEMOLITION OR CONSTRUCTION SHALL Bd RESTORED TO
EXISTING ORIGINAL CONDITION AND RELOCATED AS NECESSARY TO ACCOMMODATE PROPOSED
UTILITIES.
1`a• P(a^i i-5 -�a+z -s4 e- v;z- I cl��v lr,41 ;0 a,J1y . �izE& 'Re o J AI
0 14 C1 4A
AN C. MUNIL
'{ Sb PE #515484
BLITSTEIN DESIGN' -
ch
$� ASSOCIATES"
AR0007570
CQNSUL -TEC DEVELOPMENT
1111 `r SERRVICES, INC.
ARCHITECTURE • INTERIOR DESIGN �CIAE�TT�� � "OFD �R o`9W8
285 Sevilla Avenue Coral Gables, FI 33134 10570jN. . 27 STREET
305- 444 -4433 fax 305 - 444 -0181 SVITR 101
EMAIL: bdamiami0bellsouth.net MIAMI, 59 3341
(305) 599 -3141
FAX (305) 599 --3143
1 + v, , Vrl� JIUt y l,.,UrtlrrlCr (IUI OU11(j '.IIy I ^',\•-
-
11.70' Off` 1
_
Doorways w/ Elevations Iron Steps OJ
I 1 \
utrry (Found 02- 07 -06)
I m I n *J O 1 •3.00' I 12.50' Found .3 -7 -05 �.
.J
ID 1 ° �� �`� .`� Grease Trl Found Nail &Disc -
T(L �.1 - - v� Do F� O .ro 4J h by � Nair rD I r +,
= v I ^ _) Manholes 1 � Disc No. 3284
v I o °
R I Asphalt Parking
I t I I I I
l l f l l
N I ` 1 o•n o o 1 I I I j I I I I
t) I I : v Li J tit I -I MetFr I I I I I I I I
1 Roos, I Catch (Basin Catch Basin �.r,1 1 IIII
J0' 1 8.50' 10.00' 1 10.00 Rim E:k+ 10.5.5' Rim Et= +10.48'
1 ) I �, i c� i t� Bottom Estructure
Bottpl,lp,Pstructure III
Asphalt Forking I �' c! O
in v. I I I
I � '\ . 1 �. 1 �1Record = 280.E Measured �• 81.1.4 O• -� -!'4 1 I
Inv.l�, 1 +5.1.5' _
(J � 5 Pubic Eoseire(it per �. -_ I I -- I
5' 3ook 5133 PG 2ao I I 5 Public Easement per Officlal Recprd Book 3659 cat Page 117 1
r• - - -- - - - -- - -- - - -- -- - - - -- - - -- - - - -- - -- - - - -- , �`.
O -- - -- - - - -( -` -- Utilit' 11
OaEcn basin
Asphalt k'va I - X111. uc. ELE 'rl T11 T�
r7 1_ I l e p y , £ „FT
Rim EI.= +10.45 I" 2 I Utrlty Pole
ndrl! Hole I x �- ---------- I - - - - -- - - - -- II ,Ir +, 1 - - - - -I _�+]r,hoi2 M1ltfl fir` or X I :I I > I I I
J
- - -- r- - - -� 1 BO tructiJrC� I -
6
�•- -- Bottom Es �
tx
,-- Tou+d, .1 =05 -- E- - �, -� ^; Rim El
____ -__ _, ;� r ���� ��f������ �� ����` �� 4 , ;, . �. I I I I
-- - - - --
-- - - --
s ? -- 4�DZ I I IQ j
Pc,le 6� 4 6� 9 6 •. .( ` °9'
- r rn I Black Olivet Black 0!ive t Catch Basin -� Black I,, t Black 01ive(typ.) I z�
'F) Black U'ive O l�.t.`.:.
>P) Black Olivet (yP.) (tiP) v 1'fDia. I I I I I v
( )p) ��/�� .8' ±D a. Black Ol,ve(tYp) 4-
Bllar -k Olive(t;.) 2'_ +Di +�. +Dig Rim Ei.= +10.51' 2' ±Diam. c Catcl Basin - I I I �'
III �� 1' ±Dia. 1 -� ad 1.5 ±Dia. 10'+ plead 1 I � 0
Bottol� Estructure 1'.I ;,
I III N 1'YDia. 20' ±S ,read v� 12 TS read 12 - FSpread s Rim t= +x.98' I Ln - -
III I C� p x 10 ±Spread p Inv.El.= +.5.31' c ��� 10' ±_plead Bott )IV EstrUct i ' I I�I c�
I III I 'l O 10' ±Spread
v ��� Inv.EI. -$ +5..58 01' I 1
Found Drill rlo,e , �� Catch Basin t i'.i' ' II c�
4 ( Catch Basi „�',� i _�
I Found 02 -07 -06 ry Rim Ei= +10.21' I, I... I III I�
I III 1 rJ 2 -.m _ .- +10.57' - �� /Cutch Basin T ottom Estructure % %'
Bottom Estructure Rim EI.= +10,52' nv.L = +5.41'- r..l I 1 iii
1nv.E1.= +5.81' Bottom Estn;cture t '' _
I I I I y O \ 9 is 1 I�I
\ nv.El.= +5.42' / � I- i Iii I I I%
i� 0.9 �` cret Curb O
i ! I -- - -- - \ 9 2
(' ( _ _
�l �'I Record 1 37. �� ensured 133.27 5' c;0 '� c I 1 11-x' 1 ti
�'.; ��. it I 1 1
1 1 ,,._ Catch Basin Catch Basin
rt, I Rim El. =+' Jf_� , Rim EI. +10...2 •(L -
•y.
CITY
APPROVED NG �PArM N h11 ;
BUILDING _ 8y i
STRUCTURgI DATE r
ELECTRICAL I
MECHANIC
MAI
_N
O
3 -oak.
2'± 0'c
20'fSpread
TJI f Sp 10 - �, , - 1 1
III v 1 Bottom F,, r + t.; Bottom Estructure, I _
I 01 Inv.El. = +„ !nv.El.= +8,92' c U 1 I 1 i+ I __ -
c � I ' i i I i S. Ni I'
Catch Basin I I I ' N1 Found Drill Hole - A'rr Conditioning Unit hangs on Wall
Rirn EI- +10..32 iii i `� `' 7. 7.'+ - Hi h from AsJh It ° �- r � I I �i i I I X RIME .= - 0 0_'
(Found 02- 07 -00) / g ! h ( , I I IN ✓.E = +6.00
�- c� �,• I I J t
Inv. 15' Ppe I I t: t..O a1 : ;.; , - .� h v ? �J
EL- +7.32 I U v m EI= +3.87 titre xa m. I
I I t �a .(J r (. X U d t7 I
I Ll I '\ cz Q 1 ! 1 I a
z X cn �� Bottom t /r" 1 ► I a i I I� o
I
I I I _-I_ -J 1
• I I C � �
I M - i r3
100
1
li Q �'
I F(q.Ly' r iP + (' c` i j 2 a �.�� ±D 7. VA tI
r t,
I I -_t - - m �� j i 1 13 I I I I
n
Catch Bas'
-
I v 1� 'I _ f =�: ao 0o I i ' Bottom Estr tore
0 1 I I
x�O �� i- i ; i I Inv. El. = +6.20'
E I iii _ . I'. ' 1 n` r 9 6 /' �. �::' I I +� i ( Palmas
E I iii (n icy Coconut Tree.M I 1__
1 u 0.80' ±Dia.
r
a _7�► Coconut Tree 0.6' ±Dia. I Uti1i 1 Pore p ,
I I � ) I 6'f`; ,reed
Catch Basin iii I - II - G 0.8 ±Dia. 10' ±Spreaj nchor
Rim EI= +10..34 I iii i I 1 u r - - 9 p 9 / 1 1 J N I
0' ±S read / � I � 1� Faun a1 and
' n �' n = r Zorl'-
Inv.15' Pipe L_i J I C o n � t Way Line I I Disc ; 761
`b
E1.= +7.24' ��
- - -I - -- 1 1.07 1,67 Concrete
- - -- - O Planters 1 _
J , ... tx _ _ -
:. _ .. �. _.._..,... .rte.... ..... T._.y�---• T� -. _
� _ .. ,... .. .. .r y { .:.,..-
f ,
t. s
rd�VVS: 1 ,�� 17k t-_- - . -r'-- •3' -7. °- __ -"'. ?'7, - Of'^ r :y• II
• 4:i • a:9 . t' _ 15.,• � c r. .r - - ,.i! .. - _`C' '1 '-f - i .. � - `: �,1*t �� - -•.Z... -�'-,~
�'?-' •-i tJ_ li -' .E.C.-- ��, -t- --
s- -, a ti-° r r t �.. , �V" f�� z-.., � :.. r -ti d^-•Y-s - r'r -r -- - r - {, '��J
T
'J. i. EL.,
- I •.. . -
T - -r � r.,�f. Ji,. - k. '�.. - a -ay.. .ses-r- a .a _ rf' �s 1F-=' �F'R3S. TGr. fC. .22 rL'' •••Z r i' TJ��r _ ..�... ,r.. r_%C- ca -- �'� �-'E
r 1
)t lit,
p
.... .. .. �. .. r 4 -.' 'Nr� • .J • c ;M' yam; �
,r
-�-- -- x - -`-. - -"_-' _ _'- __ __�- - - - -- -- -- - - -- _ - --t=
L -. .�_ .__ .-_ z- ,-.ter. -- - - - - -- - -- - - - - - -- -- _
x - - I(nt�i�crte rF�u - 7 e c5r= 1 M - �? i_
-- - • . \ O J �3 - ensured ,
T=�• ,s2 ,1� r ..._ Catch Basin ,Sat •Mail & DIs�_J g .�J �t r _ wv
_� .. Set ivail & Dl c E'lai„ E aanjary _n_ Catch Basin I 9 �O� - alve- - °
Rnrl - ( 23 I Rim EI= +10.03' Disc Nb. 3284 0'sk W �, 14c ��',�_�7?4 __� -= r T _ i L
1 -L_L_. �I.1'"?L 8'± S, Bottom is ' _ 1 „ r� !� - -° ---------------- - - - -Gr --------------- -;m7- u_r-cru�s- - -- T �, u-r -- c1�
-+�+ , Z 8 a3 - - -- , - -- rt +--- �athJrlrt'n t�Te - -- �� r�i_r�i3- N �� ' Found 02 -07 06` - 1 _
-- - - - - -- ----- - - - - --
T -- -- 9' I uattom, Fstrurturel >? ,
---- - - - -34 - ' - -= T - _ r5'%rT1 176 e - - - -- -- Inv.TTF7TG T `
Mea- red- 1-. 18 - �OI� - , 1nv,El.- +3.23 P X - - I ( ) IN 1 IMe( s u r d -4.78
rr> Found 02- 07 - -06 (- /� - - - - -- ------ - - - - -_ Inv.E1. +3.28 I ,
1- ( ) O _ �a�atlonal �en erllne - - -_ - - --- - - - - -- - - -- - - - -- ------------------
_ - _..:s- --__ __ - - -_- - - - -- arve JAN.- i
- -- -- ,- -- -r - J,-
-- - -- -- -__
_ _
r l F 7 r- d -STREE -- - - --- - - -T-- - - - - - - -r - _ L
T - - -- -- -- - - - - -- - - - --
1�
, t:en rune in .Prc-q_Ft n o reccr� measurerrerif Measured: 3 \.60 I Light it Ir. -r
T ��_ -_� i I Pole 1 Found Nail I r t.
Bet Nail Disc
Disc No. 3284 %'i o - - - _ �- - _ - Disc No. 2291 r� ��' f3ellsouth T Manhole
- 1rL I ight�,i± YtLi �' -� WF�I Sid'e,vaik ,V1 _�
Poles I -W / _
_ -Tree - WM \ I I 1
j / \ 1 - - - - - - - J
`-_________ � - _�
� 1 r
I
I I - - M VV?A Sidewalk WM
} I -- - - -- Found Nail & Disc
MN ( Water Meter Disc No. 2291
v1,FI = 1-10.84'
INV.ELIt-5.80'(N &S)
IrJV.EL1 =6.00'(E)
m
25.00 .5.00' I
Catch Basin
Rim EI= +10.07
Bottom Estnacture
Inv.EI.= +7.67'
Proposed New Project
Catch Basin
8 -Oak Rim EI= +10.11
0.40' ±Dia. IBnv.Fl1= +7 gj'cture
8' ±Spread
South Mia-i-ftr , Municipal Parking
S.W. 73rd Street & 58th Avenue, South Miami, Florida
date MAY 26, 2006
revision
1
20.00' 20.00'
I o Co S. PvIH
trN
5,
sheet title
Scale: .5 H
DEMOLITION n
sheet number
PLAN
project number 02041440.A J1
drawn by J.S.