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Home My WebLink About2010-E-20Y . CONSULT L DW, I NC. 2900 BRISTOL STREET SUITE B 305 COSTA MESA, CA 92626 :T�t W it HSA ---!&!A A n 1 in i_# I Ll k1_J _�_----- THICKNESS Anchor boli 8011 cirCl• A %% A BOLT CIRCLE 16! A _ . IbNX NCAi *Condult "L_ Condwt . ♦ -;� - �_' dip 0.1 PLAN VIEW 5 " CO %ENTR IC SLOTS.. --t -:' BOLT BOISE PLANJ � Anchor bolts A • Bolt- projection as I N CaN required by Lighting Standard Manufacturer •• . 0o Ground .' wireov •� (�,,,, ---� - Conduit •: Conduit ' 2 0 ,14 1d Ground rod -� 07 Concrete closs 6' BLOCK WALL. N.I. C ,r• y.• ..► •ar•a�•aY.1 n n wcmal T SECTION A'A PLAYFIELD LIGHT STANDARD CONCRETE FOOTING PROPOSED ELEMENTARY SCHOOL LOT 111 REVISIONS * CEMENT MORTAR SPECIFICATION - gum MRTM ftP1-8 CATA/rTt-O. CLPRiF. 7�iolM j{Y 1. Quick setting grout shall be a high strength, non -staining grout. It It tr shall reach an i ni ti all set within 90 minutes at 70°F (21°C) and shall FL0DDI-IbNt.FTG. UAR1K reach a minimum comphessi ve strength of 2,500. psi (17.2 MPa) within 24 HY/J ' hours. Shrinkage shall be less than 0.1 percent when tested, using the test procedures of ASTM C5%. The grout shall be mixed, handled, and placed in accordance with the manufacturer's instructions. 2. Cement isortar shall consist of a mixture of portland cement, sand water. . Cement and sand shall first be-- coagbi ned- :i n the proper propor- tions, and then thoroughly mixed with the re=quired amount of water. Proportion: 1 part cement to 1 part sand 3. The quantity of water to be used in the. preparation of mortar shall be only that required to produce a mixture sufficiently workable for the purpose. intended. : •4. :-Mortar shall be used as soon as possible after mixing and shall show no v -i si bl e. signs- of sitting prior to use. Retemperi ng of mortalr. wi l l not be permitted. : i S. No admixture shall be used in mortar unless otherwise specifitOW approved by the City. • - r •.r ... .....:..- ...,w:..��„l..: y,. .. .. +.-v+w: _; .. y...a.ww..._. _r ••w.•••... ,.w.vr,...,y•w.yc.: esting:-1ib.- • �. SubmJ t ,.t*b -(2) `grout sampt" - to- a f.r i n+depenaerit sreteri ats testing:.-lab.- Obtain report from the lab on sample strength and certification. obtain CONSULT L DW, I NC. 2900 BRISTOL STREET SUITE B 305 COSTA MESA, CA 92626 :T�t W it HSA ---!&!A A n 1 in i_# I Ll k1_J _�_----- THICKNESS Anchor boli 8011 cirCl• A %% A BOLT CIRCLE 16! A _ . IbNX NCAi *Condult "L_ Condwt . ♦ -;� - �_' dip 0.1 PLAN VIEW 5 " CO %ENTR IC SLOTS.. --t -:' BOLT BOISE PLANJ � Anchor bolts A • Bolt- projection as I N CaN required by Lighting Standard Manufacturer •• . 0o Ground .' wireov •� (�,,,, ---� - Conduit •: Conduit ' 2 0 ,14 1d Ground rod -� 07 Concrete closs 6' BLOCK WALL. N.I. C ,r• y.• ..► •ar•a�•aY.1 n n wcmal T SECTION A'A PLAYFIELD LIGHT STANDARD CONCRETE FOOTING PROPOSED ELEMENTARY SCHOOL LOT 111 REVISIONS GATE BY ftP1-8 CATA/rTt-O. CLPRiF. 7�iolM j{Y P19P}uNri t0T1FtA0t714Nj' Fjfi.. It tr J�f FL0DDI-IbNt.FTG. UAR1K (/23/90 HY/J W_10,12 0r4r_14J11;P 2+5 /o %� D bU�T �r� Ks �q."G' 218 -f0 gl �2 248 To AI To a2 Q �pG- Zd�lo'�D B2ED I 11SOUT 10GE- VILLAU h-'PAHK.',' VFW% %-73 ' r. ��: t tom. •� �w - Ji,� A i i l ....'_.. L big* v ELECTRICAL PILAW = I NORTH SCALE 1=2 0*"w Cr' RECORD DRAWINGS-.' DATE :4--,2:-' 3 H E T` ORAWN 2'0 QHECKE© JOB NO.