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L�� a�C�. MF'C,�R. ' IN'I"ERIOR�LiP1�DESCRIPTION .�..
<br />N9 OLDCASTLE 10 1i4`" 16 3d4`" B9X12 EXTENSION(S), B9SL SLAB,
<br />PRECAST N9D REINFORCED CONCRETE LID
<br />OLDCASTLEB16X12 EXTENSION(S), B30SL SLAB,
<br />N16 PRECAST 11 3l4'r x 22 1l4" N16R COMPOSITE LID
<br />N30 OLDCASTLE 131/4 " 24 1/4tt B30X12 EXTENSION(S), B30SL SLAB,
<br />PRECAST N30R COMPOSITE: LID
<br />OLDCASTLEB36X12 EXTENSIONS), B36SL SLAB,
<br />N36 PRECAST 17 113°' x 29"` N36R COMPOSITE LID
<br />[' OLDCASTLE N4010 EXTENSIONS), B40SL SLAB,
<br />N40 PRECAST 24 112"" x 36'" N40T REINFORCED CONCRETE LID
<br />I
<br />OLDCASTLE N48X10 EXTENSION(S), B48SL SLAB,
<br />N48 PRECAST 30 1/4" x 48 114"" N48T2 REINFORCED CONCRETE LID
<br />N52 OLDCASTLE N52X10 EXTENSION(S), B52SL SLAB,
<br />PRECAST 30"64" N52T3 REINFORCED CONCRETE LID
<br />F08 OLDCASTLE 8o" I.D. x 11"' CONCRETE LID
<br />PRECAST _
<br />1. PROVIDE ALL PULL BOXES WITH DRY WELL AND CONCRETE LID
<br />WITH TAMPER RESISTANT HOLD DOWN BOLTS. REFER TO PULL BOX DETAIL.
<br />2. REFER TO PULL BOX DETAIL FOR TYPICAL INSTALLATION.
<br />3, CHRISTY PRECAST CONCRETE PULL BOX LIDS SHALL BE 2" THICK
<br />MINIMUM WITH (2) #2 REINFORCEMENT WIRES AROUND EDGE OF
<br />LID, 2" CENTER TO CENTER SPACING.
<br />4. CHRISTY PRECAST CONCRETE SLABS SHALL BE 1,5" THICK
<br />MINIMUM WITH #2,6x6 REINFORCEMENT LOCATED IN CENTER OF
<br />SLAB.
<br />5 CHRISTY PRECAST CONCRETE BOXES SHALL BE 2'" THICK MINIMUM
<br />WITH (2) #2 REINFORCEMENT WIRES AROUND TOP EDGE OF OF
<br />BOX, 2" CENTER TO CENTER SPACING.
<br />NO SCALE
<br />DE SIG. MFGR. SIZE DESCRIPTION
<br />2'x2'x4" WALL ELECTRICAL VAULT WITH VAULT
<br />T21V OLDCASTLE FRAME, BOLT DOWN H/20 LOADING,
<br />PRECAST STEEL CHECKER PLATE
<br />OLDCASTLE 2'x2'x6” WALL ELECTRICAL VAULT WITH VAULT
<br />T23V PRECAST FRAME, BOLT DOWN H/20 LOADING,
<br />STEEL CHECKER PLATE
<br />2'x3"x6" WALL ELECTRICAL VAULT WITH VAULT
<br />( T32V PRECAST FRAME, BOLT DOWN H/20 LOADING,
<br />i STEEL CHECKER PLATE
<br />OLDCASTLE 2'x4'x5" WALL ELECTRICAL VAULT WITH VAULT
<br />T36V PRECAST FRAME, BOLT DOWN H120 LOADING,
<br />STEEL CHECKER PLATE
<br />OLDCASTLE 2'x4'x6" WALL ELECTRICAL VAULT WITH VAULT
<br />T43V PRECAST FRAME, .BOLT DOWN H/20 LOADING,
<br />STEEL CHECKER PLATE
<br />OLDCASTLE 3'x4"x6" WALL ELECTRICAL VAULT WITH VAULT
<br />T52V PRECAST FRAME, BOLT DOWN H/20 LOADING,
<br />STEEL CHECKER PLATE
<br />OLDCASTLE 3'x5'x4.5"" WALL ELECTRICAL VAULT WITH VAULT
<br />T95V PRECAST FRAME, BOLT DOWN H/20 LOADING,
<br />STEEL CHECKER PLATE
<br />1. PROVIDE ALL VAULT WITH DRY WELL. REFER TO ELECTRICAL
<br />VAULT DETAIL FOR TYPICAL INSTALLATION.
<br />2. THE VAULT SHALL BE POURED WITH A MINIMUM OF 3000 PSI
<br />CONCRETE WITH REINFORCEMENT, PROVIDE REMOVABLE STEEL
<br />FULLING EYE.
<br />3. HOLD DOWN BOLTS SHALL BE TAMPER RESISTANT.
<br />4. T -SERIES CHRISTY ELECTRICAL VAULTS REQUIREMENTS:
<br />a. PROVIDE CUSTOM VAULT HEIGHT IN ORDER TO MEET TRENCH
<br />DEPTH REQUIREMENTS
<br />b. USE GRADE RINGS ONLY WHEN REQUIRED BY SITE CONDITIONS,
<br />C. PROVIDE 6" EXPOSED REBAR TO ALLOW JOB SITE POURING OF
<br />SPECIAL CURB SHAPES AT GRADE LEVEL, ETC., WHEN
<br />REQUIRED.
<br />d. VAULT SHALL HAVE CAST IN GALVANIZED FRAME FOR 0"
<br />STEEL COVER WITH BOLT DOWN PROVISIONS.
<br />NO SCALE
<br />GROUT ALL DUCTS FLUSH TO
<br />INSIDE WALL OF DULL BOX.
<br />M1 A Rit X /fM1A1
<br />N , R 1900-,
<br />!
<br />BACK FILL WITH SAND
<br />EXTENSIONS AS REQUIRED.
<br />CONDUIT WITH 24" MINIMUM BURIAL
<br />DEPTH,
<br />22oa SWEEP.
<br />6" GRAVEL BASE
<br />95% COMPACTED SOIL
<br />GROUT ALL DUCTS
<br />FLUSH TO INSIDE
<br />WALL OF VAULT,
<br />5' MIN.
<br />MIN,
<br />'-,.ti;`c
<br />s 1
<br />l a.,+ •-: ff.'s."':d O,.Y:,F�rs _ ..4t. t� �`3 V4 '�
<br />'T� t�^�;Y •.$', s1. }Ciao 4::�' w..: ke:.�x. C�"','" wf ��
<br />a+�h :h.w ; .'. r{= -%rt.,-' yj a N;•
<br />..,,.a .,n , ✓. .'.i:i`. y vvn'. is `.'.'•
<br />�— BACK FILL WITH SAND
<br />CONDUIT WITH 24" MINIMUM
<br />BURIAL DEPTH.
<br />CONDUIT MUST ENTER FROM --
<br />ENDS OF VAULT. MINIMUM
<br />10' STRAIGHT LENGTH OF
<br />CONDUIT REQUIRED BEFORE
<br />ENTRANCE OF VAULT, PLACE
<br />CONDUITS ON OPPOSITE SIDES
<br />OF VAULT IN LINE WITH EACH
<br />OTHER.
<br />[OUIRIT INE
<br />i
<br />9 M1
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<br />RN
<br />* h
<br />+ +x
<br />x * +*+k + Y} xkk T*4
<br />}} }}
<br />4Y*} n kke} T xY
<br />4TX }4 i+k.} fi#� }k+ * +k }' ++ k ++Y++* 4++'k 4} kk •4 +T'� +'TY T 4kkTk4x
<br />Y + k 4 + k +
<br /># 4 *hY *}T4
<br />+ k+#4
<br />0
<br />ENCASEMENT RING
<br />11 i• o �.
<br />!1 0 1* N a) 24s".410 Zyiv 12 A'
<br />AS APPLICABLE SAWCUT
<br />AND WATCH CONCRETE OR
<br />AS PAVING AND REPAIR AS
<br />REQUIRED, MATCH EXISTING
<br />MATERIAL.
<br />NATIVE MATERIAL COMPACTED FINISHED GRADE
<br />TO 95% COMPACTION PER ._.---\r----------------T�-----
<br />ASTM D1557.1I� l�( I�"''��:yITi[lj€`
<br />C >
<br />I h if it Z�� J rl tt 2Afr
<br />4 CONCRETE CAP USE 4 fX ); X }�n' ,,rte ' -�r `I �y
<br />Y'X/ 'Y :C1Y a:
<br />SACK MIX WITH RED OXIDE i ,;,` '�� ..,":a,.•, .'°':, ;'" '
<br />. ..:�•!><• •• air.,+�v <>•i,t�7 r.s,.Xii•e;"i;�;,,y� t
<br />kk:t"e.`. ,5�� "':f: 'S?+ ";#„1�/i"t'.p..���y, 'w• °4° r� }.� i i:?. sj'
<br />BACK FILL WITH SAND,
<br />MAINTAIN AT LEAST 3'"� g4 .
<br />ENVELOPE ALL AROUND. ; vP- v' A DEPTH AS
<br />TYPICAL -PROVIDE CARLON--- -• _ n REQUIRED
<br />"SNAP -LOC" SPACERS FOR ALL T z/c4 P a
<br />CONDUITS, NO
<br />1 r�
<br />�w i +
<br />l s ! !
<br />EXISTING
<br />PAVEMEN
<br />EXISTING
<br />STREET
<br />SECTION
<br />DEPTH
<br />REQUIi
<br />TELECOM CONDUITS Pi3WE42L`.OND111T5
<br />12°'
<br />NO SCALE
<br />, AIII w :E
<br />INSTALLATION
<br />s
<br />1 w , [ •. ., ! r !'��. �� i.. � � �� � �., . � � 6 --_ S. 1. -.
<br />.
<br />4 ..
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<br />NO SCALE
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<br />Mho
<br />AMi"ic31r,{
<br />MOSUL
<br /><„
<br />431 30th Strut, Sacramento, CA 95816 o. E 017376 ^
<br />office 916.256.2460
<br />PROJECT NCS. �' 58 CONTACT DEAN OF VAL1F
<br />Copyright C 2009 Rainforth Crau Architects. All rights reserved. Reproduction of these pians, either in whole or in part, including any form
<br />of copying anchor preparation of derivative works thereof, for any reason vrithout prior written permission, is strictly prohibited.
<br />DSA
<br />Rile No. yi—�3
<br />IDENTIFICATION STAMP
<br />DIV, OF THE STATE ARCHITECT
<br />AC ' , FLSgtVL Ss
<br />DATE
<br />DRAWN� PROJECT NO.
<br />RE 15-1207
<br />15
<br />CHECKED DATE
<br />YSL 6-26-15
<br />SCALE: SFIEiwi'
<br />As si�c�vvN
<br />411k}2Q1510:24:?� Aiul � m
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