5870 SW 70 ST_TENTATIVE PLAT-002 A
MTTTi IDEWAL N ( 1 . inspection or testing performed exclusive) for the � a ;lr
E L ARCHITECTURAL NOTES C tractor7s nvenience shall e the sole rasp sibility fit ���
oft Contractor. �, a
• 4 sp
ation
1. All work t be in conformance with the latest edits of w u µ
t South Florida Building Co d all other applicable 14. olio
Federal,State and local laws and ordinances.
a.Contractor shall v ifg with all utilities � �• �,
2. Contractor shall visit t site and become familiar companies (Gas, Electric, tUater, etc.),and �� a •®
with all conditions prior to submitting a bid.
stake out in t field all underground utilities known
3. Contractor or encountered ner prior to proceeding
a ing with excavation
t actor shall k and verifg all dimensions and ny Improvement or
demolition work until permit is secured from t R 1 � � i-1'A°� A .`l
,� e
conditions at t site prior to proceeding with t work p
agencies havin urisdiction THOMAS -1 .' C O.O P E,�, A,;I . A .
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FUTURE �, 4. Should the Contractor find any discrepancies between the
b.Salvage and protect elements that are to be re "
existingc ditions and the contract documents,t g
RETAIL SPACE
Contractor shall notifg t Architect in writing. installedi all of debris shall be removed form the
�-
'` premises and disposed of in strict accordance with all
5. Contractor shall provide and maintain adequate applicable regulations.
protection of his work From damage,and shall protect the
Owneras propertg from injury or loss arising in 15. Soil statement - 5g visual observation soil nditions
t ° at this sit a are adequate to su ort t minimum load of •
responsible Lion with t project. Contractor shall be 2,000 psi in accordance with t pSouth Florida Building Code.
for ang such injurg or loss,except as may be g
dlrectlg caul g Owner or agents of the Owner. Should other conditions be encountered t tractor shall •
,� be encountered the Contractor shall notifg the Architect in
146' f f 'd° �� ° . It is the resp sibllitg of the Contractor to keep t writing before proceeding with the work
construction site bra clean and freeof debris at the l5. Structural notes
end of each working deg.
1. Contractor is responsible for obtaining all permits a. The Contractor shall check review, and verifg all plans, �,
>' °,✓ °✓° ,/ f° related tot construction. dimensions,and site nditions prior to construction and Fence " r Relocated i1 notifg t Architect of any discrepancies or omissions
%ISt® A �11V°✓ �° C '�� e s °
�- r ° o noted on t drawings.An such discrepancies, fissions rn
To Removed �`-,, � ° ° exi� �,� Edge ®�° �`� 5. Contractor is responsible for the means and methods g ` g p q
° ! of construction,however contractor is to coordinate not reported during the " ding period shall be the
,�°,�,. 6 s ' ° ° a r,att � u�b "�- res ssilit of Contractor,and receive t approval of the Owner with respect tot p g rector,why II perform t
Public Future �' ° f f �� °,°°,° project schedule. corrected work as per Architect instructions.
f' ,° °
0 _ - ® - -® - - -- - - -- �" ® T f I I °° c4A 9. Contractor shall maintain,at t job site a complete b. n performing work below grade, care shall be taken to � @
,° r ,°
separate set of tract Documents on which he will mark avoid damaging ang existing utilities. All own
~`� -'° ` >` �� in r the changes and deviations from the Contract utilities disco d during construct) shall be brought
XlStifl SI °"` ° ° °°
uoilts' wiilsbetdelsveredl to fn of the nproject t 'As tot attention of the Architect.
r �
c. All poured in place concrete shall have a minimum
° �� 10. Unless indicat otherwise,all work shall be guaranteed g compressive strength of 3,000 psi at 25 dags. X go C1
6 -- t Contractor against defects resulting from the use of
Inferior materials, uipment,or workmanship for a period d. All concrete work shall be in accordance with 'Specifications For
Structural Concrete For Building', ACI 301, unless otherwise noted. , U
Replace Existing Ramp With Curb of one gear from the date of final completion and '
acceptance oft work bg t Owner. If, in the opinion of
CROSSWALK Architect,repairs or changes are required within the k"I
Sunset Drive °° 'r,° ° r°° (' guarantee period in connection with guaranteed work, e. No concrete admixtures are permitted without the
° a3Y OTHERS) t Contractor shall pr ptlg upon receipt d notice from Architects written approval.
SW 72nd STREF '' .' t Owner`
°
a. Place in satisfactor condition all such guaranteed g g f. Concrete slabs to have broom finish to match existing � A
°° . `f°' work,correct all defects,and sidewalks.
°
° > �j UJ
b. Ma good all damages tot building, equipment or 2. inforcing steel Is to be new billet steel conforming to LU
contents AS A -615, grade 0 specifications, fabricated in
defective materials. t use of inferior or Fr=
accordance with the 'Manual of Standard Practice' of the
CSi,unless otherwise noted,and placed in accordance
with the ACl 'Building Code and Manual of Standard
11. Contractor shall execute a release of is including Practice'.
subcontractors before final pagmpentrwill be processed.able tot h. Minimum concrete cover: Exposed Slabs � 112',unless
otherwise noted.
12. Owner shall select an independent testing laboratory
and pag fort Initial soil compaction,cast-In-place
concrete and of applicable testing. n the initial
test indicates non®compliance with the Contract
Documents,all subsequent retesting occasioned by the
non-compliance shall be performed bg the same testing
laboratorg and the costs then f will be deduct the
Owner from contract sum.
°
, A (Utility Pole,Ex. GENERAL NOTES.�° Walkaraund r 3 lain.r
°
1. Public sidewalk curb ramps shall be constructed in the public right of way at locations
Utility Strip Sidewalk that will provide continuous unobstructed pedestrian circulation paths to pedestrian areas,
° Sidewalk elements and facilities in the public right of way and to accessible pedestrian routes on
r
t Varies Varies (5 Std.1 adjacent sites. Curbed facilities with sidewalks and those without sidewalks are to have LLJ
Turnout ' Utility Strip
curb ramps constructed of all street intersections and at turnouts that have curbed returns.
Q.02 0.02
Curb or Curb And Gutter-----""
utter ,q_---" Partial curb returns shall extend to the limit prescribed by Index No. 515 to accommodate
curb ramps. Ramps constructed at locations without sidewalks shall have a landing
SECTION AA constructed at the top of each ramp,see .Sheet 5.
rC �Ll/ �L/�� ,� 2. The location and orientation of curb ramps shall be as shown in the plans.
J. Curb ramp running slopes at unrestrained sites shaft not be steeper than l: 12 and arose
,° slope shop be 0.02 or flatter.
5 r° " When altering existing pedestrian facilities where existing site development precludes
d Q� r° ,° ° • the mmodatlon of a ramp slope of 1 ;12,a running slope between 1:12 and I r 10 is
ExiS rig Edge Of 120'Max® 120'Max. permitted for a rise of 6' maximum and a running slope of between 1. l0 and 1. 8' is
° � A hate ur to permitted for a rise of 3 ximum. Where compliance with the requirements for cross
° 011 °` °, r slope cannot be fully met, the minimum feasible cross slope shall be provided.
30 Mox, 30 Max. 30 Max, ,+@ °o
, Ramp running slope_is not required to exceed 6 in length, except at sites where the plans
A D D D D D E D D F D D A specify a greater length.
2" rrrret 5' 51 r �sL" �i`gtI`� (} ( � 4. if a curb ram is located where pedestrians must walk caress the ram
P p p then the walk shall
° �° °° "ao have transition slopes to the ramp; the maximum slope of the transitions shall be 1; 12.
X it
/�Q ° _ _ Ramps with curb returns be used of locations where other Improvements provide guidance
Return Curb
.Zo �p Qr� away from that portion of curb perpendicular to the sidewalk; improvements for guidance are
°° f (}• not required of curb ramps for linear pedestrian traffic.
walk-°°° ' Q�"A, Rigid Structure; " Min. For Turnouts s"�f®" When perpendicular curb ramps abut the back of curb a tactile surface shall be applied to the
,° �,,�°e°�r®ems full width and length of the romp. When landings of parallel curb ramps abut the back of curb °
' "E" Joint(s) Required When Length Exceeds 30' ��®,�;°T�`;�r°�%`s''v" the tactile surface shall extend full width and 3' back of the curb. The tactile surfaces on
SA h I7 Le >�°�d�i% curb ramps for linear pedestrian traffic and for corner ramps under conditions of infeasibility
�" ,�,�,��,�,�,,�,r are to conform with the details in this Index for those specific romp types. Tactile surfaces o
..`.®,.®,.^�,.�® shall be constructed by texturing to a depth not exoeedin? h by use of a tamp or faller
fabricated with an imprinting surface of either P mesh �" wire cloth (plain weave,
° -- conventional crimp) 6 expanded metal(standard) or 3 lb. expanded metal grating. Transition
JOINT LEGEND `S`s slopes are not to e tactile surfaces. Detectable surface requirements have been suspended;
r if reinstated the detectable surface requirements will replace the tactile surface requirements
° A- Expansion Joints(Preformed Joint Fitter) - � and notice will be by special provision.
'-- _. 6- �e Cu Joints, Tooled T ,(
(0 --� .�,-� C- J'Formed Open Joints
D- R Saw Cut Joints,I f Deep (96 Hour) Max.5'Centers ``/fe �r.�,� Where a curb romp is constructed within existing curb,curb and gutter and.A'or sidewalk,
E- Saw Cut Joints,t °Deep r 1 Hours Max.30`Centers r�� T� the existing curb or curb and gutter shall be removed to the nearest joint beyond the
F- �Expansion Joint When Run Of Sidewalk Exceeds 120' 0/� �, curb transitions or to the extent that no remaining section of curb or curb and gutter is
Replace Existing Ramp With Curb G- Cold Joint With Bond Brooker, Tooted %' less than 5'long. The existing sidewalk shall be removed to the nearest joint beyond the
�fc, transition slope or walk around or to the extent that no remaining section of sidewalk Is
less than 5'long.
CROSSWALK '" Alpha-numeric idantificatians are for reference (p/ens,permits, efc.1.
NOTES FOR CONCRETE SIDEWALK ON CURBED ROADWAYS DATE: Auqust 2, 21
Public sidewalk curb ramps are to be paid for as follows.
(BY OTHERS) 1. Sidewalks shall be constructed in accordance with Section 522 of the FDOT Standard Specifications Ramps,reconstructed sidewalks,walk around sidewalks,sidewalk landings and sidewalk
except for public sidewalk curb ramp runs which shall be finished to a once with Index No.304. curbs are to be paid for under the contract unit price for Sidewalk Concrete,(-" Thick), _
2. Bond breaker erial can be any impermeable coated or sheet membrane or preformed material having SY. Curb transitions and reconstructed curbs are to be paid for under the contract
® a thickness of not less than 6 rolls nor more than " e unit price for the parent curb, i.e., Curb Conc.,(Type _),LF or Curb and Gutter Conc.,
(Type .N), LF. N JGMURFZ d^r`
J. For public sidewalk curb ramps see index No.304.
Dr*
4. For turnouts see Index No.515. When a separate pay item for the removal and disposal of existing curb,curb and gutter,
and/or sidewalk is not provided in the plans, the cost of removal and disposal of these C H BY: T COOPER
Sunset 5. Sidewalk shall be paid for under the contract unit price for Sidewalk Concrete I- Thick),S.Y. features shall be included in the contract unit price for new curb,curb and gutter and/or
sidewalk respectively.
0-11 T `07 1 A