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<br /> SPECIFICATIONS
<br /> FR0,J=,T_ P ATAI ■n+ r{�. �.,�„,,.,,�.,�..r t �:-SAI L,Lr 5C1 0 REVISIONS BY
<br /> 11th $t. W t,vsriTUr O r j g {
<br /> west
<br /> Krohn R Mel t� �. ��c j
<br /> Quay i Cabe zi a�0 .tY ccti ,Mu{lin R RFid�o
<br /> tE xoPE METAL cAN MAI�IFAGTi�IN6 TRAY- _ _-tt .�__ � .._
<br /> Sc„ uii�e Rd.�
<br /> A. SITE WORK, -- �a •. Do Pu e _ L W
<br /> �•s1�e �' o i C:°:}% EdEI oT �,�,os w� Rd. Perrin R ad
<br /> -
<br /> 1. Specifications, U. B. G. EDITION MCII S` R� r ? $ °o Qa' o17-1
<br /> Z
<br /> ' d TRACY
<br /> The Standard Specifications shiail mean the OGC.UPANGY 6CZOIJP B-2 arr,r'' Vatpicn a Rd. ��� t'D��
<br /> Standard Specifications of the Department a I R
<br /> of Transportatkm CalTrans, 1992 Edition: 3 Alrnlnilra„ �3ates o %T�g i�+tu�� o Trahern Rd.
<br /> 2, Earthwarkl 0ON5TRXTION TYPE N r�cr�rc fl R.r�.i a m
<br /> -�_ _Linne- .-__ _ �o Rd. �' L.inne Ra.d; s�-ftiverJct.Farrrs
<br /> d� _ C RBON .' ro v .U1Jit{iAb,rt:Ytz ti O �>
<br /> Earthwork shall conform to the provisions ` PJ^� �4
<br /> BA51G ALLOWABL F AREA I2 r �-r”" ' r' .`S FATF m
<br /> g•f, > rEFFFRsory e l
<br /> P ��f Uj
<br /> \ Scf 3. 0 9 .7 / ac.• 1 It Ft' Ail A !),• ,/
<br /> forth in Section 19, 'EARTHWORK , of the p TRACY I E LeFrm �' `, �-
<br /> . n. a
<br /> Standard Specifications and these Special ALLOWABLE AREA !� UNLIMITED U AMPOR -- �. v _ _ . _ o do s
<br /> �.. ""J NOT JERUSALEM -- O
<br /> Provisms, / ' a } ` s ) O A PORT �� i A r�
<br /> ■ l E70-O SIdepI d5 w/ Flra Sprh:161 ! .. ?^ 1 f P%t
<br /> �{ Q r Arber, �I11 JF14J5{1LChi oRirer
<br /> a. Section 19-5k3, RELATIVE COMPACTION', f �'
<br /> of the Standard Specifications shalt be __ .PR0FIMTY LINE TOTAL ALLOWABLE BIJILDIN6 AREA UNLIMITED J ,z o Durham Ferry Ur.� ;cNoo> Road/` � Z ,
<br /> superseded b the followin I ! ' /� n a `_ / Z 9d SAV °sfry' Rd.
<br /> Pe Y 9 PROPOSED ^vv. ��.-m a �3C
<br /> �. '.3OAQUIN
<br /> Exist llidln Area Ib TOWISITf a c
<br /> L Relative compaction under footings 95% PLANTER CAf1la161E �� o`, N 33 Yea Gp � C' ._.
<br /> for a depth of 241, PROVIDE 12" OPENING 1600 S.P. stark I3ucteSa \ N' CITY �.
<br /> 'zrj Kenner Rd. TFIE is P. G 2
<br /> 2. Relative compaction under floor slab 90'/. O 20' D.G. Proposed Bul! ltK� Addition 55,2tW s.f. 1087' ` © n "� r o° 4 n, O u
<br /> for n depth of 12`. Vcrr:alis fid..
<br /> .W HAR
<br /> vernalis ted. 132
<br /> 1 hrnb. Asphalt Concretes TRACY BUILDIN6 AREA 71,144Q 51
<br /> ; �RCtiAl,1
<br /> Asphalt Concrete shall conform to the provisions f s
<br /> GOLF . e o po L,
<br /> CLUB
<br /> _` _ m. W
<br /> set forth in Section 39, 'ASPHALT CONCRETE' of i { 5TORIE5 / HEIFHT ONE 0 20'-0" ti tct Lulg3d Rd.
<br /> -- ROQC�
<br /> the Standard Specifications of these Special _ f Lu
<br /> Provisions, ��� �fictc . F-!: T� Eiirwett �R � o� �
<br /> c,uNorth l- �� '�
<br /> Asphalt Concrete shad be Type 'B' and shall AUTOMATIC FIRE SiaRINICI_ER SYSTEM TO BE INSTALLED a4 o Job Sitey�,' t a P �c Csu
<br /> 0
<br /> conform to the grading specified for 1/2 C1/2 ? -_--_------- ENERGY COMPLIANCE METHOD "TITLE 24" T�ce11 �. .,urr 1 r � erg
<br /> P YP _ INSTALL 18" TFNC. 3"da C� : „�, ��G�sINa Spenser $oad °
<br /> maximum aggregate. Minimum thickness after,
<br /> RIVER ROCK ♦ q �` ...�g / e� jp '*,� scF 1Qd
<br /> compaction shall be as shown on the plans, $- � � GSs/ $ � pp ��� Gaffer ` �m Road
<br /> unless otherwise specified by the Engineer, the i+a _ rA • ..
<br /> asphalt binder shall be a paving asphalt of Grade Uj
<br /> AR-4000 and shall conform to the prvvlslons set - co
<br /> SECT�ON
<br /> forth in Section 92, 'ASPHALTS', of the Standard C
<br /> Specifications. AI�!�A>m�� !1 � V I I N 1 7� �Afz
<br /> m �.
<br /> B. CONCRETE- ,n
<br /> N
<br /> Portland Cement - Type IL ASTM C-150
<br /> Aggregate -- ASTM C-33 U �^
<br /> Water - Qty Main
<br /> Admixtures - Only as approved by the Engineer
<br /> Ready Mix ASTM C-94
<br /> Mtn, W/C Ratio Max, Max.
<br /> ITEM PSI (28d) C£M, S/cy G/S AGG SLUMP 0 UZ
<br /> Footing 2500 4 1/2 7 1/2 1 1/2' 6'
<br /> '.\ W �
<br /> � v _c cri
<br /> ... - - - - . -- -----' -- -- - -- _
<br /> STA'T'E HIGHWAY NO. W
<br /> 1
<br /> S. P. R.R. \
<br /> RJRNISFf d INSTALL 50LILF
<br /> - INSTALL5D MFF � 15"m PVC STORM DRAIN ,• \ \,\` \��\
<br /> I*iJRNl51! d INSTALL 4'4? - RIM-105.00, LANDSCAPE CHAIN LINK 5=.Oa3 IN51r4LL GB
<br /> 5EHER PIPE, 5=4>05 MIN, 1 i INV=qqS1' ISE RIM sis 0551"
<br /> 1147
<br /> CHAIN LINK i ' I RIM-104ioO'
<br /> 4 \\� `
<br /> iNV 40104 \
<br /> wt��■r��f71lTL7f��� ..a '� a .,.� .,..-.. ,.�.�r.r.� �rr ww■rr r r a a �..r �, �, ..r.r.�.."..�....r..��.. �a �a���i�war a• a a���a��a� a a �.��+��...�wr a+�w�rw.r rw r r�rrr a"r ar..r�a a.� �a a..�.�a a.w.�� �..�a
<br /> AOI
<br /> 105.O'P // 1 � // i
<br /> G!0 r)!5TRIE1UV0N EV)
<br /> CC*K DOY�POl1TSRAMPP \ \\
<br /> i
<br /> ._...-.._.� F "' i - IF TO SP 5Y5 ice' -.__...__
<br /> IO41 V _.._... , �, TB•f TYP 43E�G w - `It - ALL PAJWON& LOT A QEA5
<br /> w 2a14LF LEACH uNr� ilG TAt� . . ._.__ . ' �,� S> PROPOSED BUILDINGSERVYr ` \, �� / R,RNISH 4 iMTA1L z' ALG.
<br /> iO4•:700 / e .,.. ✓' \ \ / OVfR 6e AIS. O'YW cM GOMP.
<br /> r I -- -- - /� EXIST. METAL BLDG. 'TTLP 12'0 � - .. ..
<br /> tj � I 1� Lg/aGH ._ PF=IQIJS'7 � �7 , SCJ703 ! .w .• �, ..
<br /> FIELD EXPAN51O?r .,. . ..... -
<br /> L w_ INSTALL 106 L-F- E�- \
<br /> gD 5x.00` C4M ROOFT�il+�a
<br /> w
<br /> TO gD � . � \ NOTE
<br /> 4A
<br /> lO4.l'fP INV=10168' . iL / \ AVT TDA II T PER C
<br /> 104.50' 10450` _ _ _ -- / / / , j8`� - �--4k ��: ♦♦ \ ` \ mS,4N ,JOAGVIN C40LR TY SPEG5."
<br /> 5-.010
<br /> O �,t.__. .__.. .__.. .. _._._.. ._... 2'� '/ � � � t,F ��� � ---- � CONN. ROOF DRAT � ,: - _-- RIM t04$�'!�;l .� % \
<br /> - RUCK / INSTAL TO 50 SYSTEM _ _ INV-101-2b,
<br /> DRAINAGE BASIN r 15MF 24"� SSV 5=.003 `4. I 'DDGIC f , INV-100.q-T' �� IN�^IQI.O'J8' Id' W .,.. IO5.I2'
<br /> L CONST- , --i� ♦
<br /> 4bjO0O F=T15 iNV=q INSTALL 517 MH SrALe /
<br /> aoTTOM=naso' I RIM=1o42t�' �/, PROPOSED BUILDING -___._. __ _ ,�, \ IL
<br /> _. INV=&KJa' i I° b�I'
<br /> INSTAL; io'waENTIRE 5UILDIN6 TO HAVE AN
<br /> 3°� RiVLR ROCK I .----- - 1 -1O7h7' APPROVED FIRE 9-PP'RE51ON
<br /> I, 5Y5TEM .
<br /> a - �
<br /> 10450' �O — � � _ �� ♦ \\ ,�� 0 a A ,Y Z•
<br /> 10450 mf i05,15P
<br /> .721P - ' / ���� ' % f Vi■VAN105
<br /> 105 \
<br /> / 1 - 1P \
<br /> 11 tr 7 - i05 Lr/�I / TWJGK TRAFFIC A%RE 5 `
<br /> PROP
<br /> VVV k .
<br /> j' 5i 1'IIc 1 �I I i FURNISH d INSTALL 3" A.G. � Q �� ate' \ r ♦ \\
<br /> 4 4 OVA a" AJ3. OVER osis COMP.
<br /> Q u .�� \ z
<br /> 0 4,ft P IC75 TWA ` ,° - 6 PLANTER
<br /> 100` RAD cit 4/ 51.0082
<br /> 150' RAV__ _.---I---- --- — �:... 32' C TYP. * �l1
<br /> 41
<br /> TANK --- _
<br /> �.°
<br /> sit
<br /> Ln
<br /> ♦
<br /> 1 15'x25' 105.77P i266.g2' ,.
<br /> FIRE PUMP EXIST. CHAIN LINK � Q �
<br /> ' MOlf5E \ FENCE TOKEMAIN CONST. b" PLANTER
<br /> GARB,PROVIDE 12' (17
<br /> SP� OPENING IN GARB
<br /> e 20' O.G.
<br /> _ :z
<br /> INSTALL C8
<br /> \ RIM=10450'
<br /> INV-101.00'
<br /> WE KAN �
<br /> \ / Application mss_ c z
<br /> PROPOSED A-v
<br /> SITE DEVELOPNEN ' PLAN
<br /> _ - - ♦i'Et ER kC. NUr�T SGALF9 I■=40'
<br /> X_T--SP 1-DW5 1/450
<br /> PRELIMINARY DRAWING � wrl. .��o
<br /> NOT FOR CONSTRUCTION --
<br /> This .,r mNcng ,s the Pro" of 6fod■m Stool Structures orifi is ;ounrri spi
<br /> subject to the condition the! it 4 -P& to be used or reprodured ex.-cc'.
<br /> as sone#ioned in ,�riting by Wod*rn Stasi Strucfurrs, ' ! : I_ °'S
<br />
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