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HomeMy WebLinkAbout1822 DIAMOND KNOLL LN . REVISIONS gY � ��{ �Z4�'p� 2 , � � �� „ ���r 24 o C. . - �Z'� � � - ,� � � �t l'rj(„�� . ' � _ � � �. , �r E�,� -- , � , � .�~ _ - - ; + � a � ' ��t/ s� If � 8 K 1C�Co� COtiaG �L1G ; . ; � : S� Nor� oa w�u�, : I r c�. �►n � Po�� �,�� . : 'f'�FtGKN�S' ; �� CoaG�c� wn.� �. ; �� ;' °� � �-s-r -��t��"p��-7� , �lRS i : i: i j a �t t � �{ �� � I � � a DrJ�I�-t__�P�L�.)�Z`r , - - � �� � { ? � �• ' o � �� ` _ �� �jlL� rF �.O G� OU�('` i E � _ . 2. CONCRETE 2500 psi. min. at 28 days. Continuous inspection not � ; ���° �4l�4C r � t� �' c�rn oF wn.�,.�. �� �� • ' �� � �4 oc required. fc=2000 psi. fZ �Q,Z e � � C�► 1�.! uu�tti. ��- Reinforcing, Grade 40 deformed bars, conforming to ASTM A-615. ; . . • ! -_ Min. concrete cover shall be 3 in. if placed directly against =` -- t - _� _ earth and 2 in. if formed. , • `! - - - - --- b� MAX. RETAINING WAI,L :;� �` Splice bars only where shown, exFept where indicated as r� j� �� � - ---- ----- - -- continuous, splices may be in convenient lengths. Splices 36 H W ,, ,� .� �_ �� _ ---- _ diameters but not less than 24 in. A B�s KEY ,� - - - - -- Construction joints as shown on the drawings or approved by the 2'-0" �_ �� o .� a= 6o G S�� �x�[�- 1 6 �4 @ 24" O.C. ; � _ �� P(P� �it • engineer. ;; `t_ ' �� � ��`�� . -� _---�: - �. 1 �L�.L.� � � 2'-8" �_ �� � � ` '� � 3 . CONCRETE BLOCK 8 x 8 x 16 units comply with ASTM C-90. Z 9 �4 @ 24" O.C, p '� , JMedium weight. Unit compressive strength 2500 psi. Color, grey. 3�_4« 2�_�,,. �4 @ 24" O.C. 0 �� ��1Z � Reforcing Steel ASTM A-615, Grade 40. ' . , - f'm=1500 psi. Table 24-C. 4�-��� 2'-6" �4 @ 24" O.C. p �?i`� � f Cp�'r' �; �d (Continuous inspection not required. ) e � �. . , �� D � �'° �' �• .-._. ,� - ��� 4'-0" 2'-9" #4 @ 24" O.C. . ` _ 4. MORTAR Type M, 1 part cement, 2-1/4 to 3 parts sand, and 1/4 to � ' da2s,parts hydrated lime. min. compressive strength 2000 psi at 28 5'-4" 3'-0" �4 @ 24'" O.C. 3 !� �t� '� �' ��� � y er : y�t/ � A� i�� 6'-0" 3 6 #7@ 16" 0.C. �� =.rZ.J � 5. GROUT 1 part cement, 3 parts damp loose sand and 2 parts pea , t, 3 �: � , � gravel (1:3:2) . Add sufficient water to provide pourin � - g � � R, �:�II '� -��}C $���1�j�€ G�ONG � �.� � consistency without segregation. Min. compressive strength 2000 FOR WALLS W/RETAINING HEIGHT OVER b'-0" � _-�� �m _ �� � �"� � � ' psi at 28 days. SEE A CALCS AND B PLANS • ��"t•• �t— I � ; �I : � � � F�UR (i `L � M �B ^� u _ �j(� � , Cor�G, • 6. SOIL PRESSURE Foundations are designed for a soil pressure of Z� �{ !-�tz �.uAu, --_ _- � 1► u. 2000 psf, a min. of 18 inches below natural or compacted finished �� � tr : - -- � � � �4 UC 111z i �' ; ��{ � �t��c ^ grade. Soil is classed as Silty Clay per Table 29-B. 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