HomeMy WebLinkAboutBNotes for Family Church drawings;
Concrete shallbe 4,000 psi, with 57- + / -air-entrained,
5" max, slump, meetinq requirements of current A5TM
C-94, Surfaces to be sloped for positive drainage and to
receive broomed texture. Pigmented curinq compound
applied 200 scl,ft, per gallon, l2elivery tickets will be
saved for owner's records,
Testing to be performed by ACI certified Field Testing
Technician. Jointinq pattern to be coordinated between
Fngineer and Contractor, 5awed contraction joints shall be
1/ 4 thickness deep and spaced at 8' for 4" parkinq, at
5' for walks, and at 12' for 6" aprons, Bond
breakers( 15 # roof inq paper) to be used between new and
existing concrete,
parking spaces to be marked with 6" wide stripes of white
or blue as required,
Entrances to be barricaded after paving for one week,
5idewal k ramps to be grooved with 1/ 2" groover to AnA
requirements,
g
Fxistinq property corners to be preserved, Those in
concrete to be protected with Neenah M06x6"
boxes, or equal, mounted flush with surface,
Inlets to be 2'x.2'6', precast boxes with Neenah
A1879A36 grates, or equal, pipe to be 12 ', Class III PCP,
Fxistinq beehive inlet to be raised to I' below existing edge
of pavement,
Top soil within 8" of pavement surface to be stripped and
to be used for fill between parking lot and existing street
pavement, Granular fill to adjust subgrade as needed to
meet to INIXT standard for "f3" Porrow, 5ubgrade to be
compacted to 95 % of Standard proctor,
RICHARD O. ALBRIGHT, INC.
DRAWN BY:
• PROFESSIONAL ENGINEER •
1089 3rd AVENUE SW, SUITE 101
CARMEL, INDIANA 46032
Phone /Fax (317) 581 -8877
M. L. DURBIN
CHECKED BY:
R. 0. ALBRIGHT R' 76t
DATE:
26 JANUARY 2012�',N�tA�tC��`,�`
1~
PROJECT NO.:
11002
A
NEW WOO U SHP FACWTV G° EHOWAT50H
o
FOR:
THE FAMILY CHURCH
I OW JESSUP BOULEVARD, IINDD II ANAPOLI M, ONDD IIAA W2W
SHEET NAME:
SITE LAYOUT PLAN
REVISIONS:
DESCRIPTION: DATE:
SHEET NUMBER:
OF: ONE
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