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<br /> , �' '� ' �' � � /�' ( � i�r,�x�- �WALL REWF � 18 MAX, TYP.
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<br /> , �; ``' �_�- 1�1 j ,, ,_.__ , , : ;,, : ,. M�nitoring: 5Q00 Ppsi MINIMMUM. i ���. r
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<br /> , ��_. __-_ --_ �,,,,j—_-� ����,�, � � i : �� �a--" ' -- - , 9 � � � ; i i: ;� 1.Shallow Inspect soils belotiv fvotings for ade��uate bearing capaeiry ancl ,"r°�3 r`z Q
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<br /> � t ,,�= r.- : �w� ��- -" � e. �- -_ _- � _ ��, k E_��� ��=' �:� i' �_ ._�i' Foundations consistertc tivith evtechnical f•e ort. �_`,�;#�; 3-0
<br /> l� i ;� f ,�,� i �� _= L.��w.£ .---� _.�-G ; == �_� .�_= s =� �� ���..:._�� �1�?�:5s7s�5 ;w" � ,i Y S p .tYl F t: 5% LINE SLOPE Permit#: B1908-057
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<br /> i s-- tr _ d �, �3626 .�RJ ��; r .t�,� �
<br /> � ' ��t'� � __ .,�______.�_ ��__ x>•--.__�..�. �.___ __,��__.� . ___. _.___�`..,F___..4s� a�„rJ'"--�%Z Ins eet refrloval o crnsuitable rnateriul csnd re aratior�o si�b rcrcle , "�(�,=-�_ SEE CIVIL Site Address: 8417 EVERGREEN WAY '
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<br /> ( ��, ��� �v' �,��'" y ;� - , , �s ;,.�° ��' �'. priortoplacenientofcontrollec�fill. [�y c� _ _ _ _ _ _ - _ _ - Owner: CFT NV DEVELOPMENTS LLC
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<br /> I - .--. _ _. __.___ _----- ... ,, .- �., �•� � � ' - _ - r Tenant• PANDA EXPRESS
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<br /> �, �� �� ,(��� W1. t-'.V.C1. �,` � �.r-�.r�' _ II1-1I I -iI I- _ _��_ _ ��
<br /> , App. Qate: 8/26/2019
<br /> . j ��� , SITE RETAINWG �, • - I-I _ II II 1 II 1 ��� � T Proposed Use: COMMERCIAL
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<br /> WALL PER 2/SW1.Q � N - - ' I I �- Description: RETAINING WALLAND PROPERTY L1NE
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<br /> 6EfWEEN PANDA SITE AND
<br /> 2.Controlled Perfor�rt sieve tests(f1S7'1LI D422&D1140) ancl rr�odified Proctor tests �- � �
<br /> Struetural Fill (ASI'ItiID1.557) ofeachsoatr•ce offillrnaterial. C U Reviewed By��� �,.��� Date:��e
<br /> ��( /`°'i R�� P'1 L, S( I � ��,,,0/'1� Inspectplace�raent, l�t thickness ancl cornpactior�ofcontrolleclfill. � � 3 � Ofr"ice Set �ob Site 5et FirejPlanning Ser
<br /> gy p N.T.S. 4�_�,» CLR #5 CONT TYP OF 4 T&B
<br /> NOTE: `lest clertsity of each lift of fill by natcleur rraethods (�ST1LI D2922)
<br /> 1)REFER TO PERMIT PLANS PW1805-015 #5 C�? 12"oc TRANSV. TBcB
<br /> FOR GENERAL NOTE S AND OTHER (jerify extent artd slope of fill placement. U P TQ 6'-Q" CON C R E T. WA LL H EI GH T
<br /> It�FORMATION NOT NOTED. DRAUVN BY: BML
<br /> 2}WALL CONCRETE F'c SHALL BE 2 D E T A I L — S I T E W� L�
<br /> 5000 Ppsi MINIMMUM. Note:
<br /> 1. Special Inspection is not required during placement of cantroiled fill having a total depth of 12 W� • 3/4"=1�-0" Y
<br /> inches or less.
<br /> CFT PROJECT# C71165
<br /> Hss 2�� x 2�� x .125 (TYP) CW 4�-0��0� CRM PROJECT# MCG 18065
<br /> FOR VERTICAL PSOT DATE: 3-12-18
<br /> Cast-in-�lace Concr�te
<br /> Hss �/2" x 1/2" X .0625 (TYP) TO BE Monitoring: PROVIDE 42" TALL
<br /> j SPACED Item Scope Periodic(P) NOTE: RAILING ABOVE WHERE M�R TIN CONS��TIIVG
<br /> � TO PREVENT THE PASSAGE OF A SPHERE 4' IN Continuous(C) 1)REFER TO PERMIT PLANS PW1805-015 REQUIRED FOR
<br /> z DIAMETER. FOR GENERAL NOTE S AND OTHER
<br /> 1.MIx Design Revietiv concr�ete batch tickets and ver•ify eornpliance tivith appr�ovecl PROTECTION PER
<br /> � 5" X 5" X �" BASE PLATE WITH (4) 5/8" INFORMATION NOT NOTED.
<br /> � , rxiz cdesign. fterify that water�adc�ed crt dhe site does not exceed that 1' , 5�SW1.0, TYP � ����� ����
<br /> DIAMETER HOLES FOR 1/2' R316S.S, RODS 2}WALL GONCRETE F c SHALL BE
<br /> � WITH 5.5" MINIMUM EMBEDMENT � 2,6"X3° allotivecl by the rrtix design.Subrriit proposecl rnix design of each class 5000 Ppsl MINIMMUM. �
<br /> GAGE IN PLATE of coner�ete to Strtictt�ral Engineer of Recorcl ancl to inspectiori ancl � ,
<br /> testing fir•tn for review prior to co�rtrjlencer�ient of work. g" pp(��0��/� (�`(pv��p A� �[(��/��
<br /> it� TOP OF CONCRETE WALL r �w u �ii� nn ce�u
<br /> ; ,•�,..` 2.Material fleview for evnfoririance to cantyact doctrrrtents. Sttbrriit to S'tructtrral ADJ ASPNALT & ��� ���' ��� �'� �.
<br /> '� ' Certification Engineer ofRecord for review. I' CURB PER CIV1L = z ROf�l1N, fA 95765
<br /> 2-�5 CONT. TOP 2'-0°t CLR W �
<br /> PHONE (916)256-4816 FAX (916)302-4065
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<br /> $" 2-#5 CONT. TOP T =
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<br /> FLA T 3.Anchor Rods Inspect size,positioning ancl enabednaent of anchor rods.Inspect g � 2 ��
<br /> �}-2'� R A��...�N�'i D E TA I L —� � concr ete placernent and consolidation crroitnd anchors. C FLA T o a
<br /> D E T A I I� - R A I L.I N G _ " � ' �� STAMP: .� ������g.-�:: �
<br /> W�`5 �� � i� - _ 12" WIDE GEOFIBER = = 12" WIDE GEOFIBER �►'��������Y ��;� `�
<br /> � 3�4 =1 -0 T = FILLED GRAVEL AREA w� 4.Concrete Inspectplacernentofconcrete. �/erifythcatcvrtcreteconveyartceaj�cl - - "� �' � '
<br /> -II I IU-� 3�, 3" DIA f�I PE WEEP H OLE Plaeement depositing avoids segregcation or contamination. iterify that conerete C _ - - a"r� � FILLED GRA VEL AREA w� � � � � � '''� �,�*�.��� �
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<br /> _ �{��ff�' TO DAYL(GHT � 20'-0" is pr�operly consolidatecl. _ � �<� sr( _ 3" DIA !'IPE WEEP 1-10L� _ +� �`' �'
<br /> � � ���,�;� MAX �PACING � �� f�t _; �
<br /> TO DAYLIGHT � 20 -0 � ; ��'� �`� �
<br /> � -��r ��- -� -`� MAX SPACING ' �
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<br /> �.,z J ��_ #5 @ 12° VERT, REINF. - �"-, 5.Sam lin and Test concr•ete co�rt r•essive stren th �1 S7'1LI C31 c�C39, slurn �157'11�I � 7 �� �;��� � ��-�� -�A � _ � � � ��� EY�� '
<br /> �� = p g p g �� � p� ( r #5 C� 12 VERT REINF. I
<br /> �`,�����' CENTER IN WALL (36 MIN. x Testing of C1=13), air�-conter�t(ASTI�IC231 orC173) andterrtperaCary�e (E1S1111 C ` � � ' �� ' E-- �
<br /> �_� �,? � �Ap Q I ���� r�"� _ _CENTER IN WALL (36 MIN.� _�_ � °
<br /> �{ � �-rf. � � Concrete C106�/). Three coner�ete test cylincders tivill be taken for•every 7.5 or less '`�` } , LAP w
<br /> � %,� � • ccibic ar�ls o each cicrss o concrete lucecl, or concr•ete laced on ;t� '��� � �- � -, � , , + z �'
<br /> ' j ` = 8" CONCRETE WALL - w/ #5 HORIZ. � Y '� f � � - �
<br /> ara iven cf One adc�itional test c linder tivill be taken clurin eold !���`� � „ x
<br /> �W f ��� �WALL REINF 0 18" MAX. - TYP. "' y� �� Y � t� �, �r- 8 CONCRETE WALL - w/ �5 HORIZ.f �
<br /> �� �t�f� tiveather eoncretir�t cured on ob site tinder sarne conclitdor�s as � , �� �
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<br /> � ��WALL REINF � 18 MAX. - TYP. ''
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<br /> �e { ,�� concrete represerits. � �r ` � ' ��'� D��I E L�P I�E N T
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<br /> ��r' ; #5 � 12 DOW�LS W� �
<br /> �"� , „ Protection procectures. P �+ r�' - ��- 5 � 12" DOWELS W � � �H E L L �U I L n I N�
<br /> I.r,��r STD. HOOK 3-0 j;'�,�, _i# �-I-- �3 op !�� '�;����
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<br /> �����}�_ �r�;�,�`:�;� -r � -r ;- -� -f- � -r-J -� �� ��r $417 EVER�R��N WAY
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<br /> ; �J�� A f I-i I I Ili I-I II I II-I I I I� N o t e: S p e c i a l I n s p e c i i o n i s n o t r e q u i r e d f o r f l a t w o r k p a t i o s, d r i v e w a y s a n d s i d e w a l k s o n g r a d e =� ;�' -� �- ' 1 �- = -1� - t; �',jFT�
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<br /> not shown on structural drawings. r �.r '
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<br /> N - - ° — — — PROPOSED USES: RESTAURANT AND RETAIL
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<br /> #5 CONT TYP OF 4 T&B CLR 2'-6" (N.T.S.) r� � - ��i, � y� _ __ _, �� ,_, _., , =� �
<br /> � 4�_8» CLR 5 CON T TYP OF 4 TBcB � ;' ���°�� p3,_q. � .
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<br /> #5 � 12"oc TRANSV. T&B r � ;-. ,• ,v g �,�
<br /> #5 � 12 oc TRANSV. T&B
<br /> UP TO 3'-0" CONC RET. WALL HEIGHT , ,� �''S �� �� ����` �=� �
<br /> UP TO 4 -0 CONC RET. WALL HEIGHT � s R��r,#. �; , ,,;..' � �
<br /> 4 DETAI L. — SI TE WA � � 3 DETAI � — SI TE WAL �
<br /> SITE WALL DETAILS
<br /> W1 . 3�4„_�'—o" W1 .
<br /> 3/�"=1'-0"
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<br /> ���'�������'•-� ��°�� ������ � PROGRESS CONSTRUCTION DOCUMENTS
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