|
V-6- Top of Curb Maintenance Hole Property
<br /> /--36" Dia Frame & Cover adjusted Line
<br /> to finis p
<br /> ->30'Min Pavement finished grade per 7 4- E >
<br /> y alk PRIVATE 5 0 D
<br /> I111 I County Standards Curb, gutter & sidewalk
<br /> 6- -7-
<br /> J-7 A >
<br /> Flowline / ( install grade rings as required min
<br /> % PLAN 8" Min
<br /> Of -)for grade (grout in place) Hydrant 4 max Agency Private
<br /> 19" U Bolt---((-- < ED Lu
<br /> for chain 22 24J"251 gutter 24 12" maximum 3 12" Max t F 7 Valve Valve
<br /> A •-24" dia-1 Pumper a L--)
<br /> (Facing street 8 C D
<br /> n,
<br /> 2'-6- (Min) on
<br /> 12"(Min) T
<br /> PRIVATE
<br /> Expansion joint 3" precast reinforced concentric
<br /> Expansion concrete cone 30" Min Coupling 16" min -/ v
<br /> Dia Joint Lip of gutter \-Catchbasin assembly to be by owner
<br /> set 1" below flowline of gutter Service 20 max Standard
<br /> rvce
<br /> Saddle 2' valve box Fql
<br /> 33" 90, 9 Agency
<br /> Main . .
<br /> Sidewalk throat opening 1�24"- Concrete or ;"A
<br /> 9.
<br /> PLAN OF FRAME
<br /> PLAN VIEW
<br /> Typ 25 asphalt concrete 1, to �4' Brick Blocking
<br /> 2
<br /> sections as req'd
<br /> 1 V54 a I I joints shall be set Corporation stop 4" Clearance SINGLE CONNECTION TO MAIN
<br /> .HOOD
<br /> base -48-1 dia on full mortared bed and Water main Mechanical Joint--�, Hydrant 'T"
<br /> banded with mortar on both
<br /> interior & exterior surfaces
<br /> 16--1 Dia bolt sub base GRATE 6" NOTES: Double Detector Check Valve Assembly 220 Norwood Park South
<br /> [T] 1" Dia min line to each lot. A
<br /> y. 3- hand finish slopes B - Reduced Pressure Backflow Preventor Suite 201
<br /> 2J" 7tj J" -i. f if Service pipe to be continuous no joints) between main and angle meter stop. C - Post Indicator Valve
<br /> Norwood,MA 02062
<br /> - Fre Dept. Connection
<br /> 3J" T-J- 21" 5- 1 2' Min 90' Compression x Compression Elbow per AWWA standards. D
<br /> 251'� (781) 619-9500
<br /> 4' Max Inserts may be used where approved by agency.
<br /> 5J" -T 24" Dia concrete �1
<br /> FLJ Meters shall be specified by agency. Meters shall be furnished and installed by the
<br /> III
<br /> pipe (see note 4) Var Contractor. Agencies may elect to provide the meter as part of the connection fee.
<br /> 12" Di
<br /> ,a-\ 91 Gate valve is required prior to any point of connection. Gate valve
<br /> SECTION A-A Min Min, Thrust block NOTES:
<br /> END VIEW OF HOOD 5. The location of the service saddle shall be a min. of 24" from another service saddle, Concrete block Thrust ED Fire Dept. connection with check valve per local fire Department requirements.
<br /> Grate seat 4 bell, spigot, or other fitting.
<br /> [M 6" minimum pipe diameter.
<br /> facing up 6 [0 Meter box may be placed adjacent to property or easement line with TYPICAL ASSEMBLY
<br /> 6" prior approval of agency. EN 4" minimum pipe diameter.
<br /> Class 3 Concrete
<br /> 24" max Touch read meter box per agency requirements. NOTES 4.All private fire systems cross-connected to unapproved water sources and connected
<br /> FRAME (All boxes located in driveway areas to have traffic covers) 1. Hydrant model to be approved by agency. to domestic water mains shall have backflow prevention as required by AWWA
<br /> NOTES: undisturbed earth E
<br /> 8. Appurtenances per agency requirements. 2. See standards for proper location of hydrant. standards. Plans shall be submitted to and approved by the agency prior to
<br /> 3. Hydrant shall be clean and free of concrete. construction. "As Built" drawings shall be provided prior to acceptance by the agency.
<br /> NOTES: SECTION 1. For pipes 33* diameter and smaller. Locator wire required by agency. 4. Hydrants shall be painted yellow, in accordance with agency standards. 5.All fire protection systems shall be disinfected prior to connection to public
<br /> 1. Frame and hood shall be manufactured of cast iron conforming to Eccentric reinforced concrete cone may be used with approval by agency. Ball angle meter stop with lock lug. (After flushing service, install lock supplied by agency)
<br /> ASTM A-48-Class 30. 151 6" dia PVC pipe (AWWA C-900 with CIP equivalent OD) water system in accordance with the agency's specifications.
<br /> 2. Frame, grate, and hood shall be HS20 or HL93 rated. NOTES: Precast reinforced concrete maintenance hole unit shall conform to ASTM C-478 Touch read pad per agency requirements. (Provide a min of 4 feet of wire) 51 Fire hydrant laterals greater than 100 LF, shall have a gate valve installed 6.All on-site fire hydrant systems shall have a double detector check valve installed.
<br /> 3. Grate shall be rivited steel, hot-dipped galvanized and chained to frame with 18" Construct flexible pipe joint at 2 feet maximum from base of maintenance Remote read transceiver per agency requirements. Supported by 1/2" Schedule 80 conduit near the fire hydrant as approved by the agency. M Fire hydrant laterals greater than 100 linear feet, shall have a gate valve installed 2-e
<br /> ofal/4" heat-treated chain. 1. All exposed steel shall be hot dipped galvanized. hole for rigid pipe (except for cast-in-place). (24" min) Provide 1" clearance below the lid. 21 Break-away spool with hollow break-off bolts (nut on bottom at connection to hydrant). near the fire hydrant as approved by agency. 9
<br /> 2. Grate shall be chained to frame. EXPIR
<br /> 4. Frame and hood shall be coated with bituminous material conforming to 3. Grate shall be depressed 1" below gutter profile grade. ❑FAI interior coating where required by agency. 2" "W" stomped on top of curb. 31 Expansion joint material where hydrant is placed in concrete. S. Locations of hydrants, Fire Department connections and detector check valves to be
<br /> A.W.W.A. C203 4. 24" pi�e barrel shall be class 11 R.C.P., or class 2 or 3 non-reinforced © Rubber ring waterstop or adaptor required for pvc pipe installations. 14.Meters greater than 2" shall have an empty spool equal to the meter dimension placed 1291 Blue reflective marker shall be placed 12" towards hydrant from center of street. determined by the fire marshall.
<br /> 5. Bicycle proof grates shall conform to Coltrane specifications. concrete pipe. 7. For unpaved areas, leave maintenance hole rim above ground as required by agency. in box. Ta Clow Valve Company breakoff check valve Model LBI 400A or equal. 9. For items 111,0,[31 and [71 See County Standard Drawing No. W-21B. Lip CNi'll,
<br /> Approved .
<br /> FRAME&GRATE
<br /> Approved by: TYPE I Approved by: Approved by: Approved by: FIRE SERVICE Approved by: OF C
<br /> -2 -A a "-/gs W- TYPE I WATER SERVICE INSTALLATION -7;9-,0V4,- FIRE HYDRANT ASSEMBLY c�2�i 1PI' dSw- -Z�a-,-Pygw-
<br /> TYPE I CURB INLET CURB INLET CATCHBASIN No. Rev Date MAINTENANCE HOLE g4-,W-AW- No. Revision Descriprion 1 Date No.1 Revision ------- CONNECTION DETAIL No. Revision Description Date
<br /> CATCHBASIN 40.1 Revision D No. Revision Desci i I
<br /> COUNTY OF SAN JOAQL)7N i I COUNTY OF SAN JOAQU2N I COUNTY OF SAN JOAQFLW- I COUNTY OF SAN JOAQUEV
<br /> to COUNTY OF SAN JOA UM I I - COUNTY OF SAN J0AQU1N I I DEPARTNUMOPPUBUCWOM I
<br /> DEPARTNEW OF PUBLIC WORM DEPART101EIVIT OFPUBUC WORKS DEPARTMENT OF PUBLIC WORKS I I DEPARTMENT OF PUBLIC WORKS DEPART&HENT OF PUBLIC WORKS Wafts Aw YOU Tp-;-t-,
<br /> waifts a*YM Std.Dwg.No. VAN ft- YM wo f�,kw IRV 9 DEC 2014 Std.Dw�
<br /> W- Std.DEC 2014 Std.Dw, I I IRV 3
<br /> wwking for Dwg.No. 0-12 Date:DEC 20141 D-13A wafts IN YOU Std.Dwg.No. Std.DEC 2014 Std.Dwg. No
<br /> Date:DEC ,,4.Std Date:DEC 2014 0.161
<br /> V Ive NOTES: A
<br /> a [T]8" Dia max size of feeder pipe. 1�"square pattern
<br /> b B "SANITARY" or "STORM" J"high
<br /> Thrust block area is based on the Remove top [21 This type of maintenance hole shall be as appropriate
<br /> Adjust box to grade 14j" 6"� size of the branch line -Public Utility of pipe used where the difference in elevation (11" letters)
<br /> per County Stanrdaard Typ jS
<br /> Easement between the top of outlet pipe and the 11"dia spa holes
<br /> I invert of the feeder pipe exceeds 24". equally spaced
<br /> . :�::
<br /> "B" Curb, gutter & sidewalk A A Flexible joint-bell & spigot or caulder I ]T 04
<br /> Finished grade 4
<br /> ro coupling. Solvent welded joint not permitted
<br /> wired12" ® Interior coatin where re by agency.
<br /> li Riser pipe Rubber ring waterstop or maintenance hole
<br /> Ive adaptor requ re or pvc pipe installations. pry hole U.
<br /> 6" max1"x i
<br /> 5' Max 1' Min f Drop pipe to be one size larger than
<br /> 12" 7 ❑❑ ❑❑O❑❑ ❑❑ h„ �B it
<br /> 1. - U � ---------water 2" min N C),
<br /> see Note 7 1' Min r� 24-1 incoming pipe. IZ
<br /> 12"
<br /> Max 7.Inside drop may be used where approved
<br /> by Director. 0
<br /> 3- Min TYPICAL THRUST BLOCK TYPICAL THRUST BLOCK TYPICAL THRUST BLOCK 0
<br /> BEND TEE OUTLET DEAD END street I ight- _ 12" -0--ei-cable tv UJ
<br /> conduit 12" ,-gas B St el r-1 PICK HOLE UJ LL-
<br /> �--Class 3 telephone- ---o e - tice�
<br /> �--i Of Concrete collar #10 AWG, single strand, soft drawn __--trench line PLAN 2 Ix 1211!�
<br /> 45* Max THRUST BLOCK AREA REQUIRED copper wire; bare along pipe, 1/16" _--secondary -typical water service Maintenance hole frame & cover 4"
<br /> 7. ALLOWABLE S�� polyvinyl chloride insulation outside See 6" min- 1� adjust to grade per county standard 1 dia
<br /> (Typ for 11 GS Wire not of valve riser pipe and into the detail 10" max �pnmary '0, 30* Vent hole
<br /> angles; FITTINGS required A---*J
<br /> 1000 LBS. PER SQ FT between V)
<br /> 3 6" LINE OR SMALLER "A" "B" these valves valve box below PLAN U
<br /> 22 1/2' V-6 V-16" if within 10' VALVE DETAIL 31" U 1120
<br /> of tee
<br /> 45'
<br /> 2'-0" 2'-0"
<br /> 2 90, V-0" 2'-6" SECTION B-B SECTION C-C v) ]z
<br /> 1' Min TEE OUTLET 2'-6" 2'-0" 4 6" min "-typical sanitary house lateral -27" dia
<br /> DEAD END 2'-6" 2'-0" 251"dia Lo 0
<br /> TYPICAL SECTION THRU 81, LINE Splice runs together Cleanout where -0-2 251"di CN
<br /> THRUST BLOCK 22 1/2' Z- Z-U keep clear of fitting required by Agency 4 r�-,
<br /> 3.1 fir machined �Sz
<br /> 45' 2,;=6IF
<br /> 90' 4,-0 Cover splice with
<br /> NOTES electrical tape T e fi tin 'seating surfaces
<br /> TEE OUTLET X-O" X-O" TYPICAL SECTION e t U
<br /> 1. All thrust blocks shall DEAD END 3'-0- (bevel to J 41
<br /> 0
<br /> be poured against 10" LINE 21i"dia
<br /> Undisturbed Soil, 22 1/7 3'-0 2'-0" Stainless steel bands UJ
<br /> (2 min) anchored to 24"dia 4 ribs
<br /> 2. Restraint system for '-6" 3'-0" Insulation 45' 3 Soldered wall 24" C-C with Or spacing)
<br /> NOTES: vertical pipe bends shall 99 5'-0" 4'-0" valve box (remove connection, bare 32 (0 9
<br /> TEE OUTLET 4'-0" 3'-6" at splice) stainless steel concrete
<br /> be approved by the agency.
<br /> 1. Valve box and lid shall be Christy No. G5 or as approved by the agency. wire along pipe anchors SECTION A-A
<br /> 2. All ids shall have machined seating surfaces. 3. Thrust restraint systems DEAD END 4'-0" 3'-6 NOTES: remove
<br /> F31 Valve box risers shall be as manufactured for the valve box supplied. for pipes larger than 12" 12" LINE .-011 TYPICAL LAYOUT SPLICE DETAIL 1. 0 Denotes cable and/or conduit. top of
<br /> NOTES:
<br /> shall be designed on a 22 1/2' 3'-0" 3 ©Com action of this trench shall be 85% minimum. pipe
<br /> Valve box riser to be one continuous piece and centered on valve. 1. Frame and Cover shall be manufactured of cast iron.
<br /> case by case basis and 45' 4'-0" 4'-0" 3. Utilities in joint trench to be placed as per public utility company/agency regulations.
<br /> Should be a riser OR 8" dia, Class 100 PVC. See Note 5. conforming to ASTM A-48-Class 30
<br /> shall be approved by the 99 7'-0" 4'-0" NOTES: K]AII services crossing underneath primary and secondary electrical lines
<br /> agency. 7 2. Frame and Cover shall be HS20 or HL93 rated.
<br /> 4. For blowoff installation, refer to County Standard Drawing No. W-3. 5'-0" Long radius 0
<br /> TEE,P�TLET 1. Wire to be continuous between valve boxes, except as noted. shall have a minimum clearance of 6". Electrical lines shall have a minimum elbow
<br /> 5. Alternative valve box and risers may be used where approved by the agency. DEA 4,_O� a 3. Frame shall weigh 140 pounds minimum;
<br /> 6. Concrete collar not required when valve box is located in concrete sidewalk area. 4. Concrete shall be Class 3. 2. Bare wire not to touch valves or fittl clearance of 12" if placed below service laterals. Cover shall weigh 130 pounds minimum.
<br /> 7. Valve stem extensions may be used to comply with 5' max distance from grade to nut. 3. Locating wire to be laid at bottom of trench, next to pipe. 5. Water Service and Sanitary Service shall have a lateral clearance of 30" minimum. SECTION A-A SECTION B-B 4. Frame and Cover shall be coated with bituminous material
<br /> 8. Trace wire required. U12" "S" on curb for Sanitary Sewer Service, or "W" for Water Service. conforming to A.W.W.A. standards.
<br /> Approved by: Approved by: Approved by: Approved by: 0 Approved by: App-ed by:
<br /> try. LOCATOR WIRE INSIDE SANITARY SEWER -=g;ev. MAINTENANCE HOLE
<br /> . ,&g W
<br /> VALVE BOX DETAIL THRUST BLOCK CHART W- UNDERGROUND UTILITY
<br /> INSTALLATION DROP MAINTENANCE HOLE FRAME AND COVER
<br /> Date No. Revision No Revision Descriotilon Dote No. Revision Oestri ion Date
<br /> No. Revision Description LOCATIONS No Revision DescriDtion Date
<br /> I -It
<br /> COUNTY OF SAN J0AQU1N I COUNTY OF SAN J0AQU1N COUNTY OF SAN J0AQUJN I COUNTY OF SAN J0AQU1N COUNTY OF SAN JOAQU1N I
<br /> DEPARTMENT OF PUBLIC WORKS DEPARTMENT OF PUBLIC WORKS DEPARTMENT OF PUBLIC WORKS r COUNTY OF SAN JOAQUIN DEPARTNIMM OF PUBLIC WORKS DEPARTMENT OF PUBLIC WORKS -+
<br /> Wmkft he TM Std.Dwg.No. Wa&ft sm vou Std.Dwg.No. W-6 Workitg for YOU Sid.Dwg.No. W-1 I DEPARTMENT OF PUBLIC WORKS Wcdft to YM Std.Dwg-NO. wa&fts EW YM Std.Dwg.No. S-4
<br /> I --FDte,DEC-20141 I I Date:DEC 20141 Date:DEC 2014 wa&ft ow YM Date: Dwg.No. W-12 L. 1D.t.;DEC 2014 S-21 IDote!DEC 2014,
<br /> CAST IRON COVER
<br /> READS "SANITARY"
<br /> 18"x:18" PAD 28 DAY -\
<br /> 6" DIA. END CAP 3000 PSI CONCRETE CLEAN-OUT PLUG
<br /> 5'-0w Top of 6"
<br /> GRADE CAST IRON CLEAN-OUT
<br /> /-cur BOX
<br /> 2" stamped in top of in-7 F
<br /> curb to identify sewer service 2' Mo. 2'-s" 0- 6- 3' SHOULDER 3' SHOULDER
<br /> 12' 28' 12'
<br /> Temporary rebar location pipe 4- min Flowline-J
<br /> (2" x 2" or larger) 5' max of gutter Expansion 2'-0" EXISTING
<br /> 45! W Exponsione`� CHO 101/-joint EXISTING
<br /> ee
<br /> Service lateral
<br /> combination Joint 9�00 P GRADE GRADE 6" PVC
<br /> III-III-III M,q S4 Op S\- CLEAN-OUT BOX IS INDEPENDENT
<br /> V-0" 11
<br /> Wye --*115115111= 11 1 - - --- I 1511511 L OF PIPE AND THEREFORE IS
<br /> Sta e Lip of Cult M I I I iEii I iEii I k
<br /> e, Approved stoppers Min Carter I M I M I FREE TO MOVE WITH THE SETTLE
<br /> -I A
<br /> 2 E�I I F�9 I FEEI I I I I I FI I IE�I
<br /> MENT OF THE GUIDE 6" PVC U
<br /> PLAN z
<br /> l 1511 5I I IEI I IEI I
<br /> =1 I M I M I M I I I 1E]I 1E]I 1E:1 6"-45* ELBOW
<br /> Curb and Gutter Installation
<br /> Undisturbed earth -11 EEJ I M I I I M i r9 I IEE�I I F�9 I IEEI I IEI I F-
<br /> J"crushed rock T-=�illillETlr=Tlr=FIIEIIIEIIIEIIIEIIIEIIIEIII- 45' "Y"
<br /> 59 1 F�9 I IEI I IEI I F�9 I F�9 I IEEI I FEEI I IEI I F�9 I IE71
<br /> 3'-0 11 IEI I IEI I F�9 I F�9 I F�9 I IEI I IEI I IEI I F-I I I
<br /> n Min END V)
<br /> Sewer
<br /> Mal Paving or
<br /> PCC collar -III=1 I IEI I IEI I IEI I IEI I IEI I IEI I IEI I M I I I M I
<br /> 45 -=I I IEI I F=9 I F=9 I FEI I F=9 I F=I I IEI I F=9 I I I I F=9 I F=9 I I el UNDERGROUND
<br /> ��l I 5�d I IEI I IEEI I F�9 I F�9 I F�9 I F��d I F�9 I IEEI I IEEI I F�9 I--I= CAP BUILDING PIPING Q
<br /> (0- V)
<br /> Lateral I I IE=l I I= I El I F�9 I I III I I- I I F�I I F�I I F�9 I F��d I F�9 I F�9 I F�9 I F�9 I F�9 I F�9 I F�9 I 1=1 I 1=1 I I-
<br /> I - ,- -,,,,-, A 00
<br /> LU
<br /> -III-III-III-III-III-II-III-III IIF IEI I IEI I IEI I IEI I IEI I IEI I IEI I IEI I IEI I IEI I IEI I IE ,
<br /> '-0" Min
<br /> 45* Elbow '-0" Max I I F-I I F-I I F�9 I IEEI I EEI I F�9 I 1=1 I 1=1 I I-111-1- \- PIPE SIZE 0
<br /> 10' min III-III HIE- IEI I IEI I IEI I IEI I IEI I IEI I 1=1 I'-' PER PLAN 0
<br /> r
<br /> r
<br /> 18" Dia El I I -I I F�9 I Fd I FEI I 1=1 I I='.. X 5"
<br /> 18"
<br /> SUBMERSIBLE, MOW-FREE IEI I I�l I-III
<br /> Wye I I IEii I I I I I= CONCRETE PAD
<br /> 12":Dia -11 I= 15111 IN _1 1511 5�1
<br /> HYDROSEED GRASS
<br /> Min
<br /> Flow - -----e�- - I I 1E] Designed B.S.R.
<br /> Main J7-:7:7 5 Z r.-'w--;�-- -115111 1151117 CLEANOUT DETAIL CLEANOUT DETAIL Drawn B.S.R.
<br /> In
<br /> I I 1=1 I=III=F
<br /> 2" TOP SOIL MEDIA LAYER
<br /> HE Reviewed S.M.K.
<br /> WYE DETAIL CROSS SECTION DETAIL 6. IN LANDSCAPED AREA. IN PAVED AREAS
<br /> Scale AS INDICATED
<br /> (PLAN VIEW) -Class 3 PCC
<br /> ,6 V- C*4 N.T.S BLSS-007 N.T.S BLSS-008 Project No. 1902145
<br /> X
<br /> NOTES TYPICAL SECTION BIORETENTION SOIL MEDIA
<br /> 1. All services shall be 4" inside diameter or as shown on plan. Date 05/15/2020
<br /> Z 2. Contractor shall use the most appropriate type of connection.
<br /> With approved alternates on County Standard Drawing No. S-7B :VOTES: 24" STONE STRIP CAD File:
<br /> for the particular situation. Grote and Frame shall conform to County Standard Drawing No. D-14B.
<br /> DN 190214501
<br /> 0 3. See standard plan for required cleanouts & boxes. Catch Basin Assembly to be set 1.5" below flowline of gutter.
<br /> Approved by; App-,,ed br. 5'
<br /> Title
<br /> 4 18"STORM DRAIN INLET GRAVEL BACKFILL
<br /> SEWER SERVICE LATERAL Of
<br /> CATCHBASIN -ision Descrii,tion-r Doite 6" PERFORATED PVC UNDERDRAIN PIPE, SDR 35 (TYP) 1 1/2"
<br /> 0 No. Revision Description Date DETAIL
<br /> 6"
<br /> Z COUNTY OF SAN JOAQUDV
<br /> COUNTY OF SAN J0AQUZN 4�Nl 4E- GRADE
<br /> MAR119M OF PUBLIC WORKS 012PARTMU.r OF PUBLIC WORKS
<br /> Std.D.9.No. SHEET
<br /> WarkWS Dote:DEC 2014 IStd.Dwg.No. S-6 t,--JUN 2016 O-14A 18"
<br /> (0" ADJACENT TO
<br /> ft YT 17-
<br /> HANDICAPPPED RAMPS)
<br /> (D
<br /> 0 BIORETENTION BASIN
<br /> Sheet No.
<br /> o N.T.S.
<br /> E;
<br /> kZ fi install Ig
<br /> C4
<br /> 24' STONE STRIP TRANSITION TO CURB
<br /> Z DN = 7
<br /> N.T.S.
<br /> iu0
<br /> (D2020 BL COMPANIES,INC. THESE DRAWINGS SHALL NOT BE UTILIZED BY ANY PERSON,FIRM OR CORPORATION WITHOUT THE SPECIFIC WRITTEN PERMISSION OF BL COMPANIES.
<br />
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