HomeMy WebLinkAboutFile Documents.711 E Cooper Ave.0115.2018 (2).ACBK0115-2018-ACBK_BuildingComments_2
Page Label: 6
File Name: Plan Set.711 E. Cooper Ave.2019.08.16.pdf
Subject: PlanCheck
Author: nickt
Color:
Page Index: 6
Provide a compliant ramp with
handrails on both sides in
accordance with 2015 IBC 1012
to provide means of egress to
the public way and an accessible
route to the entrance.
Plan Set.711 E. Cooper Ave.2019.08.16.pdf (1)
IRR IRR
XSD
XSD
XSD
XSD
XSD
XSD
XSD
XSD
D
XSD
L
XEL
XEL XEL XELXEL XEL XEL XEL XEL XEL XEL XEL XEL XEL2+00 2+50
PI: 2+17.93
19 20 21 22 23 24
7.7%
7.5%
2.0%
8.3%
2.0%3.3%
MATCH EX EOA:7933.2'±
MATCH EX FL:7933.0'±
MATCH EX TOC:7933.9'±
TOC:7934.28'MATCH EX.
TBC:7933.24'FL:7932.82'
10.7'
EAS (TYPICAL)NDSCAPE DRAWINGS
SUBJECT PROPERTY26,999 SQ. FT. +/-
7933
7934
MATCH EX TBC:7933.5'±
REMOVE CONCRETE TONEAREST CONTROL JOINT
INSTALL HANDRAIL ALONG BUILDING TOTOP OF RAMP, TO BE COORDINATED WITHARCHITECT & LANDSCAPE ARCHITECTEXISTING CLEANOUT
TOC:7934.09'TOC:7934.04'
(RE. DETAIL 2/C1.6)
RETAIN AND PROTECTTING LIGHT POLE ANDBASE & INSTALL SIGN EXPOSE EDGE OF DRIVERAMP TO PROVIDE 2% MAX.SLOPE IN LANDSCAPE AREA.
PROPOSED MILLING EXTENTSRE: DETAIL 11/C1.7
EOA:7934.11'MATCH EX.EOA:7934.03'MATCH EX.
TOW:7935.70'EOA:7933.63'2.0%1.4%
EOA:7934.15'MATCH EX.
FL:7932.45'
1.1%1.1%0.7%
ELEVATIONS FOR THECOOPER AVENUEENTRY REFER TODETAIL ISO-2/C1.4
FL:7932.77'FL:7932.56'MATCH EX TOC:7933.1'±
TOC:7933.55'
TBC:7932.83'TBC:7932.63'
TBC:7932.95'
2.0%
FG:7933.20'2.0
%
12.
0
%
RESET SIGN (TYP.)RE. NOTE 15
THE GRADING AND DRAINAGE IMPROVEMENTS.
4.INSTALL INLET PROTECTION AT ALL AREA INLETS.
5.AT ALL TIMES DURING CONSTRUCTION AND UNTIL THE CONTRACTOR SHALL PREVENT THE FORMAT MANNER THAT IT WILL CONTAIN DUST PARTICLE CONTRACTOR MUST PERFORM SUCH TREATMENTTHAT AN AIRBORNE DUST NUISANCE EXISTS.
6.THE CONTRACTOR MUST IMPLEMENT BEST MA TRANSPORTATION OF SEDIMENT BEYOND THE LIMIT
7.THE CONTRACTOR SHALL CONTAIN HIS CONSTRUCT DISTURBANCE, THE CONTRACTOR SHALL NOT O CONSENT OF THE PROPERTY OWNER INVOLVED.
8.ALL EXISTING AND PROPOSED GATE VALVES AND M TOP IS SET 12" BELOW FINAL GRADE.
9.COMPACTION IN EXCAVATED AREAS SHALL BE 95% S
10.THE UTILITIES AS SHOWN, MAY NOT REPRESENT A OF THE CONTRACTOR TO CONTACT ALL UTILITY CO TO CONSTRUCTION.
11.ALL SPOT ELEVATIONS AND GRADING CONCEPTS ANY DEVIATIONS SHALL BE COORDINATED W ARCHITECT.
12.NO CROSS CONNECTIONS BETWEEN FOUNDATION D
13.THE CONTRACTOR SHALL PROVIDE VIDEO OF THE S
14.ENCROACHMENT LICENSE WILL BE REQUIRED FOR A RIGHT OF WAY AS WELL AS THE 8" STORM DRAIN.
15.REFER TO LANDSCAPE PLANS FOR SIGN PLACEMEN
Provide a compliantramp with handrails onboth sides inaccordance with 2015IBC 1012 to providemeans of egress tothe public way and anaccessible route to theentrance.