Loading...
HomeMy WebLinkAbout5583-3�c �.Y- 'Yt�Pa '� �< � s cRO _ M �k� ,'.its ..� _�-. '� '�,a 'i„_ .� C14 . 0 { -" Ln N ®ems. C I f) k� v] .% am 3;.s 46—� .r�s5ts fi: 4 :ky- All, ^ �tF• ,-��: N� vi - 4 " cu 2 wi N 0 V N N N > M 'C 1 2 I N " N ' 0 0 i 2 • it cd �c �.Y- 'Yt�Pa '� �< � s cRO -`� }r ; ,)' }i`F�Y �f�y •r�' '`� � �. � '�" h= �k� ,'.its ..� _�-. '� '�,a 'i„_ .� t ®ems. �c �.Y- 'Yt�Pa '� �< � s cRO -`� }r ; ,)' }i`F�Y �f�y •r�' '`� � �. � '�" h= �k� ,'.its ..� _�-. '� '�,a 'i„_ .� t C U k� v] .% am 3;.s 46—� .r�s5ts fi: 4 :ky- All, ^ �tF• ,-��: N� �. . O TAN C N IEASHIEMT I RINI AVDA UVIFOIRM LT TTYIOD HDYF I F'ATEFDTL G LEDIT M 'ALLOW �INIbH: bAVJ 3. `ORTAR SHALL BE FP"X _ . : KS FOR DELIVER'.TO BE SELEGTED) . P R L O EMOE 3T , /Ay MT5X.0LUEMA NTWASHED A/4 HMED MSUAMN PD . MORTAR L E PTUO BETRY PE D. R. A W ITHFOUR WEECCOLO LIME AND 2/2t WITH A MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF_ P.5.1. AT. 28 DAYS. . _ 81' PACIFIC STONE DESIGN 1011 -WIDE CONCRETE BLOCK �' _ . 4. GROUT WALL SOLID UNLESS OTHERWISE NOTED. GROUT SHALL BE" PROPORTIONED nl pM. 0114) S3�o 5�5�I, BY VOLUME AND SHALL HAVE SUFFICIENT WATER ADDED TO PRODUCE CONSISTENCY " u GROUT SOLID CELLS HAVING .STEEL". ' LONCx LEAD ITEM ALLOW FOR POURING WITHOUT SEGREGATION. FINE GROUT IN SPACES 2 OR LE55, SHALL Q u THICK FOUR W _ BE COMPOSED OF I PART PORTLAND CEMENT, TO WHICH MAY BE ADDED NOT MORE . STON N Q EEKS FOR DELIVERY.. THAN 1110 PART HYDRATED LIME OR LIME PUTTY AND 21/4 TO.3 PARTS SAND. FOR E V% EER: 2 tf ' COURSE GROUT ADD I TO 2 PARTS PEA GRAVEL TO THE FINE ROUT. GROUT SHALL _ CTO BE SELECTED), ALL 4 SIDES IOn WIDE CONCRETE. BLOCK ATTAIN A MINIMUM ULTIMATE COMPRESSIVE STRENGTH oF�PS.I. AT 28 DAYS. _ GROUT SOLID CELLS W/ STEEL i�n� � i�wir�w �$.� Atm /��wltlw111nn iI r- �_cnr A.-% neo #w cncc ...FRA.NK BENCHMARK CITY CITY OF FONTANA CALIF RNA: SHOULD. CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT , " COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL ATE O 9 ° SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER; 4` PK►�+ILINTHE NORTH END OFTHE CONSTRUCTION DETAILS f NORTHEAST CURB RETURN AT THE ASSOCIATES, INC. THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS I INTERSECTION OF MILLER AVENUE DRAWN BY: SCALE: RADMACHER signature . BRING THEM INTO CONFORMANCE WITH CONDITIONS AND. NOTED N * 1 1s * AND CITRUS GROVE . TO JUNIPER AVENUE . a STANDARDS E LEV =1362 s1 7 92335 DATE: . r-+... 0 WORKING t . M Landscape Architects s� BEFORE TWO BEFORE 1/13/2017 Dote YOU DIG YOU DIG ANA, CA * PHONE. 714 832-1774. FAX 714 832-5721 9l : E TR 17 60 FONT ANA, ( TOLL FREE 1-800-227-2800 CHECKED BY AP BY 14$41 Yorba Street, Suite 204 Tustin, CA 92780 �f' CAL\�0 A PUBLIC SERVICE BY C PROVED DRAWING NO.. 710 UNDERGROUND SERVICE ALERTEMAIL: FRA1110@FRAINC.NET CITY ENGINEER R.C.E. 51152 DATE: