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<br /> 2'-6"- C)
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<br /> Broom Finish IY W Q
<br /> Broom Finish W O
<br /> 1/14F�L5 TL Level Linc ^N N
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<br /> �' MIN. Jam,/ � "R 4 _�_-..f-
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<br /> VZ 00- �iNFr7Fr�1f1L� �� 3" Rowais 5 or -5/8 Dia. k 24'; � a
<br /> 4n r„1�+� �'y"�'°•' + --�':' C,� �.d5/O/`l spaced 12 o.c. greased and �
<br /> r wrapped one side through C-
<br /> %1r1� C Z
<br /> biz bM . 11.-..^;,. +S' i
<br /> < / /1 I���r� Nr$ curry expansion joint. W W C0
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<br /> NTs CURB & GUTTER o a
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<br /> Variable
<br /> Cr
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<br /> Wive Box, Frame and Lid O ��
<br /> Refer to Improvement Standard No. E-2
<br /> Break-Off Joint;
<br /> ,� � � I i , .�,Z" � � �',i (T•(y� .. 2"above ground tine�
<br /> I
<br /> Concrete Anchor Block f011�r Y�� -C �� 1 i rf
<br /> . _ f Water Main - r t 3 N I��1HI I-.""frG7 +L :.'G;.c,-1"t�r-1 C,,L.,...•�•I•-' L�
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<br /> � �.. _. 41..o.r-I
<br /> Pipe
<br /> E
<br /> Flanged by Ring-Tits Adaptor � �,i .. • s, � -
<br /> �C�r,w,.islar
<br /> A- 60 Conc. Thrust Block- (As Required ) Conc. Thrust Block-`
<br /> l ,•p �a " Refer to Improvement
<br /> } Refer to Improvement 6 Flanged or Flanged by p j ?
<br /> Standard No. E-3 Ring-Tits Gate Valve. Standard No. E-3. Uf i \
<br /> u' 4 Tifco No. II Tee or Equal.
<br /> l^lr�t4,: �' +}�1f�/ Y\.
<br /> . . NOTES• r' _ t I„ ,I_
<br /> 2-*4 HO REM. A✓✓✓ ' -
<br /> _
<br /> TOP vt WAIL -- - — _ _J )
<br /> I. Fire Hydrants shall be placed with 4" outlet facing -- - ti- e I
<br /> r rlJd L��L.�rJ} _ a r 'I
<br /> ( �y I directly towards the street.
<br /> 2. Fire Hydrants shall be clean and free of concrete. .r• . -- I _ a
<br /> f {4 AT 32' O.C. VER-r*-4 VEST AT
<br /> 3. Fire Hydrants to be American Darling Mode( B-62B, Dresser M 5► H Style 929 I
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<br /> "Reliant"',
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<br /> CORNERS B EDGES I 1 Reliant , Mueller Centurion or Modern Centurion" or approved equal (2-2 r" _.4 1.;} IG 'ti
<br /> OF OP NINGS
<br /> f3 I-4 outlets} 3 W
<br /> Or other size as required by the local Fire District. ';`��-=•''�•�r'.1_ -�'�- -'�� � � �, � � I�
<br /> NO
<br /> I I A 2-�4 AT 4B` O.C. Z
<br /> o v I HDR[Z. o Ic��1� Y.r 4�L��AGi � ►0,Z-0 F'r -'-I
<br /> `l 4 All Hydrants shall be painted OSHA safety yellow or as
<br /> 2 required local Fire District.
<br /> '-T r��4' � i by
<br /> S CONC. BL.K.
<br /> ! I \, , *A DT 32"CIZ. ''FRT .
<br /> l LAP 20' �._ �� PARK'G
<br /> I I �av'G FIRE HYDRANT d � rxlc s �I��r= F�U�
<br /> a - L_J U�
<br /> 2"
<br /> 5'-0" HEAVY -*4 HOR1Z.
<br /> GAUGE CYCLONI TOP 6 B07 4M
<br /> GATE W/ REDWOOD
<br /> LATH
<br /> 6"x 6"- W 1.4 x W 1.4 welded wire fabric
<br /> . . 11 - .12' Minimum �--
<br /> TRASH ENCLOSURE DETAIL SETION IIA 3o Maximum
<br /> NOTES , Expansion Join! A /-Expansion Joint
<br /> N TS. I w
<br /> I) Frome and Grate shall conform
<br /> to Improvement Standard No, C-7.
<br /> 2) Two feat minimum below finished Warp
<br /> I I Warp 2 Sidewalk -� ►-- ,
<br /> grade in new development.
<br /> In existing streets, may bs less than
<br /> Cast iron Frame and Cover -- refer 2' wish the approval of the Engineer. Sidewalk
<br /> to Improvement Stardard. No. C-5
<br /> Backfiil with materials equal to or A I A
<br /> Top of pavement grade better than the existing pavement 1 Curb and „,,...
<br /> I � I Gutter Line ..�.•3 �i •'
<br /> in quality and thickness. _�
<br /> r.�
<br /> Precast reinforced concrete
<br /> Existing Pavement I I Gutter 'Z Gutter -Z-
<br /> grade adjustment rings -
<br /> 2`, 3", 4 8 6" sections �;. _ J _ -_.__ . _ i �}
<br /> as required + - ..6`1 Compact In 12K max layers p I 3`-0" 2LC A
<br /> 6 Min. ro
<br /> "am.
<br /> I II to a min.relative CampaCtlafl tPrecast reinforced l ►•. � '" (Typ.) of 95�s`under pavement and
<br /> concrete cone. ►':. - shoulders,and 9096 _ S PLAN
<br /> -- outside shoulders. PLAN VIEWa
<br /> All joints mortared and = _
<br /> banded with mortar on .': o
<br /> r r �
<br /> �� Compact in 24"max.layers a See Note i
<br /> both interior and exterior 5" Min. > / — to a minimum -
<br /> A'. .. y
<br /> �,' ft Back of Walk Curb Lina �
<br /> surfaces relative compaction
<br /> of 85 %.
<br /> Precast reinforced manhole Mortar
<br /> pipes, ASTM C478,adjust to "A 4 -0" Diam. ,a o a� — / Compact in 6" layers Grads Rinq• _
<br /> proper elevation. (I ,2,3 , Gutter Line �
<br /> prop � to a minimum 10"
<br /> 4' sections as required) ;,. Lowest e. 10' 0. Q. l0" _ Mortar ELEVATION
<br /> relative compaction �N r'• ' `�
<br /> l[ 'a Mir—_ MAin Min Miry. „
<br /> " of 90%• O. D.t 20" Min. o
<br /> 0. D.+ 20 Mn-
<br /> 0
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<br /> 18" R.C.P. ,Cl.$
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<br /> • �'� �r.Yr, RIGID CONDUIT FLEXIBLE CONDUIT —� Variable 5'- 6" 2'-o"
<br /> Class "B" Concrete for i ' 4
<br /> base. Pro- cast. base { _
<br /> mny be used if approved SlLope %' per I'
<br /> ._w!'� �;. �.• N ,J 't,� a rl��i�' ir,5� f I J. �O �-v--^•+i -r--'!•. y_].`;.q. y, q-�`� "" N
<br /> by the Engineer. ' T-- ~
<br /> NOT ,',o k•,! . 1— . ► A. r-`` (�
<br /> L Relative compaction of materials shall be tested by the State of California, `� �i `�f
<br /> t method No. California 216 or 231. E
<br /> Dept. of Transportation Testing Manual, res e
<br /> 2. All existing pavement shall be neatly cut to line prior to french excGvafian. Close"B"concrete
<br /> 3. Jetting or ponding will be permitted within the street Right of Way with 3 year bond.
<br /> 4, When shown by coif composition and compoctibility, ninety percent (90%) SECTION A-A SECTION B-B SECTION A—A
<br /> compaction may be used, when approved by the Director of Public Works.
<br /> *
<br /> NOTE : A 1'- 6 concrete cone may be used if approved by the Engineer. P
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<br /> 18`t STORM TYPICAL COMMERCIAL 8l z p
<br /> STORM SEWER MANHOLE DE T,41 LT
<br /> -��. TYPICAL TRENCH BACKFILL Q
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<br /> / -- NT.S DRAIN INLET �. INDUSTRIAL DRIVEWAY w
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