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Reflector Sign -California Highway
<br />v
<br />v
<br />Code
<br />Type NR (24" x 24")
<br />GROUND ROD AND CLAMP
<br />CENTER
<br />3/8" giolvgnized")
<br />bolts �k_ 'wo )-ers
<br />1 2•
<br />ONDUIT SHALL DRIVEN INTO
<br />NATIVE SOIL IN CORNER
<br />S
<br />-
<br />s
<br />at end
<br />I
<br />I
<br />I
<br />AAL
<br />I ; ITLT
<br />(24" x 24">
<br />THAN 3" FROM EITHER
<br />Q
<br />7774"x4"
<br />to
<br />Un
<br />INSIDE WALL. GROUND
<br />Reflectors symmetrically
<br />I
<br />iv
<br />Redwood
<br />placed 12' t O.C.
<br />ROD SMALL BE B' x 1/2"
<br />or pressure treated
<br />NOTES:
<br />3.DIA
<br />6"x6" dense
<br />Douglas Fir post
<br />2"x8" select grade
<br />structural grade
<br />to
<br />Douglas Fir surfaced
<br />Redwood, treated
<br />1. Barricades to be
<br />as wide as street R/W
<br />four sides.
<br />Hemlock or treated
<br />N
<br />pipe
<br />Douglas Fir surfaced
<br />painted white using 2
<br />12' Max.
<br />four sides.
<br />coats of "Exterior
<br />Alkyd Resin Hi -Gloss
<br />Evenly Spaced
<br />TYPE
<br />)p
<br />B
<br />Enamel" over a
<br />compatible primer.
<br />„ „
<br />TYPE A
<br />Reflective Sign -Calif. Hwy.
<br />Code W31 30" S17e
<br />Center
<br />t
<br />7
<br />E\ >
<br />MD
<br />Sign -Calif
<br />Hwy Code W31
<br />(30" x 30")
<br />ENDS OF ALL STEEL CONDUITS ENTERING PULL ALL NON-METALLIC CONDUIT SMALL HAVE A PUO. -
<br />COPPER BONDING/GROUNDING WIRE, (EXCEPT TM
<br />OX SMALL Be GAPPED WITH O -Z. TYPE "GB" CONDUIT BETWEEN THE PG+E SERVICE POINT/
<br />11SONZ1 GROUNDING BUSHINGS AND CONNECTED POLE AND THE FIRST STREET LIGHT PULL
<br />T ETHER WITM
<br />NO. B COPPER WIRE, THESE BONDING/GROUNDING WIRES SMALL
<br />CONNECTED IN THE PULL BOX WITH GABLE CON-
<br />MIDRUN LLBOXES SMALL NECTORS - BURNDY-SERVIT NO. 5-15 CR
<br />BE INSTAL D AT A DISTANCE AN APPROVED EQUAL MEETING r LTRAN5
<br />OF NO NO THAN Z' FSPECIFICATION
<br />THE BACK O CURB
<br />CIF NO 51DEWA A O o A
<br />EXISTS) OR 2OM
<br />THE BACK OF WA STEEL PLASTIC
<br />CIF SIDEWALK EXI5 �. - I O CONDUITS CONDUITS OPS OF ALL CON-
<br />(TYP.) (TYP.) DUITS ENTERING PULL
<br />I O BOX SHALL BE AT
<br />I\ /IL AST 8"" BELOW THE TCP
<br />F PULL BOX AND AT
<br />- LEAST 2" ABOVE THE 8GT-
<br />TOM OF THE PULL BOX.
<br />CONDUIT SHALL NOT EXTEND AFTER GOND TORS HAVE BEEN INSTALLED,
<br />MORE THAN 3"" INTO PULL 80X. THE ENDS F CONDUITS TERMINATING IN
<br />PLAN PULL80XE SHALL BE SEALED WITH AN
<br />APPROV SEALING COMPOUND.
<br />FINISHED GRADE
<br />1/2' x 3' COPPERWELD
<br />GROUND ROD REQ'D IN
<br />8' MIN. ALL PULLBOXE5. PLAN
<br />APPROVAL B'r CITY
<br />ENGINEER PRIOR TO IN -
<br />24 "MIN. STALLATION REQD FOR
<br />COVER GROUND ROD DELETION.
<br />2"MIN.
<br />SET PULLBOX ON TCP C`
<br />• G OF 3/4" MAX. CLEAI�
<br />CRUSHED ROCK OR 1/2'
<br />• MAX. PEA GRAVEL.--`
<br />SECTION A -A
<br />v
<br />v
<br />_.
<br />GROUND ROD AND CLAMP
<br />CENTER
<br />REFLECTOR
<br />"
<br />ONDUIT SHALL DRIVEN INTO
<br />NATIVE SOIL IN CORNER
<br />S
<br />Signe Type NR
<br />FOR TYPE
<br />"A" BARRICADE
<br />OF PULLBOX NO MORE
<br />(24" x 24">
<br />THAN 3" FROM EITHER
<br />Q
<br />7774"x4"
<br />_
<br />Un
<br />INSIDE WALL. GROUND
<br />Ld
<br />Redwood
<br />ROD SMALL BE B' x 1/2"
<br />or pressure treated
<br />NOTES:
<br />3.DIA
<br />COPPERWELD.
<br />Douglas Fir post
<br />0 1
<br />or 2' I. D. gale.
<br />1. Barricades to be
<br />as wide as street R/W
<br />1
<br />pipe
<br />2. Barricades to be
<br />painted white using 2
<br />TO STANDARD.
<br />coats of "Exterior
<br />Alkyd Resin Hi -Gloss
<br />TYPE
<br />)p
<br />B
<br />Enamel" over a
<br />compatible primer.
<br />CONDUI & PULLBOX LOCATION
<br />N0. I REV. ATE BY APRVD.
<br />Cul -de -Sac
<br />only
<br />No,
<br />A.visih,
<br />Six
<br />BARRICADES FOR
<br />DIGITI D 7/Val
<br />CITY ENGINEER U
<br />DW BY RG SCALE
<br />CITY OF STOCKTON
<br />DWC. DATED DRAWING.
<br />TERMINATING
<br />STREETS
<br />.«l0r OI uO1K WOrta
<br />11/e/8O 111
<br />Drown by JLD
<br />Q
<br />Cheik" by
<br />COUNTY OF SAN
<br />JOAQUIN
<br />D°u SEPT. 1991
<br />Sc°1• NONE
<br />DEPARTMENT OF PUeUC WORKS
<br />3
<br />ni u.. Ft _ •,
<br />ENDS OF ALL STEEL CONDUITS ENTERING PULL ALL NON-METALLIC CONDUIT SMALL HAVE A PUO. -
<br />COPPER BONDING/GROUNDING WIRE, (EXCEPT TM
<br />OX SMALL Be GAPPED WITH O -Z. TYPE "GB" CONDUIT BETWEEN THE PG+E SERVICE POINT/
<br />11SONZ1 GROUNDING BUSHINGS AND CONNECTED POLE AND THE FIRST STREET LIGHT PULL
<br />T ETHER WITM
<br />NO. B COPPER WIRE, THESE BONDING/GROUNDING WIRES SMALL
<br />CONNECTED IN THE PULL BOX WITH GABLE CON-
<br />MIDRUN LLBOXES SMALL NECTORS - BURNDY-SERVIT NO. 5-15 CR
<br />BE INSTAL D AT A DISTANCE AN APPROVED EQUAL MEETING r LTRAN5
<br />OF NO NO THAN Z' FSPECIFICATION
<br />THE BACK O CURB
<br />CIF NO 51DEWA A O o A
<br />EXISTS) OR 2OM
<br />THE BACK OF WA STEEL PLASTIC
<br />CIF SIDEWALK EXI5 �. - I O CONDUITS CONDUITS OPS OF ALL CON-
<br />(TYP.) (TYP.) DUITS ENTERING PULL
<br />I O BOX SHALL BE AT
<br />I\ /IL AST 8"" BELOW THE TCP
<br />F PULL BOX AND AT
<br />- LEAST 2" ABOVE THE 8GT-
<br />TOM OF THE PULL BOX.
<br />CONDUIT SHALL NOT EXTEND AFTER GOND TORS HAVE BEEN INSTALLED,
<br />MORE THAN 3"" INTO PULL 80X. THE ENDS F CONDUITS TERMINATING IN
<br />PLAN PULL80XE SHALL BE SEALED WITH AN
<br />APPROV SEALING COMPOUND.
<br />FINISHED GRADE
<br />1/2' x 3' COPPERWELD
<br />GROUND ROD REQ'D IN
<br />8' MIN. ALL PULLBOXE5. PLAN
<br />APPROVAL B'r CITY
<br />ENGINEER PRIOR TO IN -
<br />24 "MIN. STALLATION REQD FOR
<br />COVER GROUND ROD DELETION.
<br />2"MIN.
<br />SET PULLBOX ON TCP C`
<br />• G OF 3/4" MAX. CLEAI�
<br />CRUSHED ROCK OR 1/2'
<br />• MAX. PEA GRAVEL.--`
<br />SECTION A -A
<br />24 x 36 PRINTED ON NO. 1000H CIEARPRINT s
<br />00
<br />f -- 2, TYp. iv
<br />f�I IV
<br />ST
<br />ST
<br />100 E -M
<br />1-
<br />:_%/2" R (IYP) N M 00
<br />TYPICAL STREET SIGN
<br />6' rural
<br />7' urbor
<br />NOTES:
<br />1. One street sign is required
<br />at each intersection.
<br />2. Block numbers are to be acquired
<br />from the San Joaquin County
<br />Community Developement
<br />Department.
<br />3. See improvement plans for
<br />location of traffic control
<br />devices.
<br />4. The length of the street sign
<br />varies due to the length of
<br />the street name.
<br />5. See Standard Drawing No. R-23
<br />for proposed sidewalk
<br />sign locations.
<br />6. Stop signs shall be 30" for
<br />urban areas and 36" for rural
<br />areas.
<br />n,
<br />Edge of pavement
<br />or back of dike
<br />-i
<br />Stop and street
<br />sign location
<br />2" I. D. gals.-�U-y `N
<br />pipe STOP AND STREET SIGN
<br />7 LOCATION DETAIL
<br />10 flatten
<br />pipe
<br />TYPICAL STOP AND STREET
<br />SIGN INSTALLATION
<br />STANDARD STREET
<br />SIGN DETAILS «,a, a, Pu°IK WO/4i
<br />DfOY° by JLD (WITHOUT SIDEWALK)
<br />Dh• "° by COUNTY OF SAN JOAQUIN Dal.
<br />NONE DEPANnil OF PUSUC WORKS SEPT. 1 991
<br />Nn Ft - 25
<br />5/B 5/16'" Allen head socket
<br />F^^I cap screw. (lush
<br />with cover.
<br />Out a -
<br />face
<br />Cover
<br />\Tapped nolo n
<br />steel strap
<br />-Steel strep
<br />TAMPER SISTANT
<br />MANDHOL OVER
<br />1/2'" x 1"' Flathead steel Machi Screw with
<br />coarse threads welded to Ins, of Pole for
<br />4' 1 Hand Hole reinforced ground. Provide with 2 Hexh d Nuts and 2
<br />with Ing welded to outside Washers. Connect to Grou ng Bushing on
<br />of Po Cover Plate is 0.1196" / end of Conduit with 148 G pper Wire.
<br />See No No. 3 - \ (See Note No. 1) No. 8 caper wire shall connect
<br />Pole to Ground Rod in Illbox. Ground were shall
<br />be terminated at the round lug at the base Of
<br />Po Base Cover - the pole.
<br />\ Grout after erec g and leveling Pale.
<br />21/4"to bottom--- -- - �
<br />of base plate.
<br />nM
<br />t9
<br />Top G to be v
<br />formed and / ° v
<br />poured as a
<br />e 3' x 5' cap. v v
<br />0
<br />O
<br />E I Glass B' Concrete e w Anchor Bolts. Refer to Pole Mfr's.
<br />N
<br />O° � Specifications for size. Each
<br />I Bolt shall be provided with a
<br />'n Leveling Nut, a Washer, and a
<br />Hold Down Nut. Maximum length
<br />v ° of anchor bolt above the top of
<br />the hold down nut shall be 1
<br />°
<br />�C v ° • Any Conduit in street area
<br />shall be a minimum of 2"-O"
<br />below the flowlme. of the Gutter.
<br />Install to Pull -Box
<br />1-1/2" dia. Cmin.)
<br />conduit with 18" radius 3'-0" diam. Note
<br />bend. Canduit shall extend Mo. Where poles are Installed In CC
<br />not more than 2.. above medians, bottom of steel base
<br />the top of the base plate. plate must be Installed 2-3/4"
<br />If rigid conduit Is used. Alternate footings subject
<br />provide grounding bushing g 1 above median crown m order
<br />P 9 9 9 to the approval of the City o provide for cross -slope
<br />at the top end. Engineer. o median paving.
<br />NOTES
<br />1. A 1/2" diam. Aped Hole in Hand Hole Cover holding flange may be cbstituted.
<br />2. When sett; Poles with Flat Steel Bases, provide a Drainage Hole
<br />C under a Steel Plate ) to the center of the Pale. Form Mole ber e
<br />concre sets using a piece of Welding Rod or equivalent.
<br />3. Hand ole to be located in same quadrant as Mast Arm if Arm is 10 feet
<br />or nger. Hand Hole to be located 180 degrees from Mast Arm quadrant
<br />o all others.
<br />4. chedule 40 PVC shall be the preferred conduit for all street lighting. Rigid
<br />steel conduit may be used with the approval of the City Engineer. No other
<br />alternatives shall be acceptable.
<br />V0. REV ATE BY APRVD. APPROVED BY
<br />1 7/ /91 RG LIGrIT POLE FOUNDATION
<br />DICITI D 7/1/91 CITY ENGINEER
<br />DW BY RC, SCALE CITY OF STOCKTON DWC DATED DRAWING 1
<br />yf BYQW I NONE DEPARTMENT OF PUBLIC WORKS 7/1/89 112
<br />Sign - State of Calif. Hwy
<br />Code SW -42 (30"x30")
<br />Sign - State of Calif. Hwy
<br />Code W-57 (24"x48")
<br />SIGNS
<br />I. Signs shall be posted on 2" I.D. galv
<br />.
<br />pipe in urban areas and either pipe or I
<br />4"x4" posts in rural areas. E
<br />0 2. Stop sign sizes shall be 30" for
<br />5 -
<br />urban areas and 36" for rural areas.
<br />3. Sign - State of Calif. Hwy. Code I I o
<br />SW -43 shall be posted at curves
<br />when needed.
<br />° Sign - State of Calif. b
<br />HiiI Code "type N -Y'
<br />N 24 x24" (reflective
<br />-1 yellow background)
<br />T INTERSECTION SIGN
<br />(post across from intersection
<br />r � N
<br />NOT A 1
<br />o LID THROUGH
<br />ry N STREET
<br />I LANE REDUCTION
<br />Sign - State of Calif.
<br />Hwy. Code W53 (24"x24") SIGNING
<br />or as required by the
<br />C o Public Works Dept.
<br />L 1. Center the lane reduction sign
<br />behind Type A barricade
<br />(barricade to be placed on a
<br />CD 0 4"x4" Redwood or skew with Type N -Y signs
<br />pressure treated Douglas attached).
<br />O Fir post (typ.) or
<br />2" I.D. galy. as 2. Place Class 1 flexible post
<br />required delineators (Cal Trans A74) ct a
<br />10 : 1 taper preceding the
<br />Type A barricade (minimum of
<br />5 delineators).
<br />cV cV \
<br />TYPICAL SIGN
<br />I
<br />Drown- by JLD
<br />Ch.cIwa by
<br />seO"-N 0 N E
<br />Flatten pipe
<br />(typ•)
<br />TRAFFIC SIGNS
<br />COUNTY OF SAN JOAQUIN
<br />OkYMttNENT OF PUBLIC WORKS
<br />Oy
<br />ISA
<br />12" -
<br />Did. or Sq
<br />6" [11--
<br />A.C.' 4„
<br />°daoaoo°°°veva°° $„
<br />A000000^oo.°coo 00 II '
<br />A.B.^ov?..-os.010 0^_°^a►-'
<br />Standard frame and
<br />cover assembly
<br />Undisturbed Survey monuments
<br />basement soil 3/4:'o x 30" iron pin
<br />with identification marks
<br />TYPICAL SECTION
<br />I
<br />P'/ S U RI
<br />3 5R 1/3 3=
<br />I
<br />311
<br />\MONO
<br />1/16" raised letters __/
<br />Cover Lift
<br />hole
<br />°ati SEPT. 1991
<br />Dream, Ni R - 2(0
<br />LUMINAIRE SMALL Be 'GENERAL ELECTRIC CO. M -250R, M-400, OR
<br />MICOO, LITS SERIES 13 OR 14 OR SERIES 25 AND 2G OR APPROVED
<br />EQUAL. LAMPS SHALL BE HIGH PRESSURE SODIUM LUt00, LU150. CR
<br />LU200 AS NOTED ON THE PLAN. EACH LUMINAIRE SMALL BE PROVIDE
<br />VREMO)VABLEP
<br />RM WITH A PHOTO CELL OF PROPER 512E FOR 5WITGMINO THE UNIT.
<br />BALLASTS SHALL BE 120V. REGULATOR TYPE FOR SINGLE POLE
<br />INSTALLATIONS; ALL MULTIPLE CIRCUITS SHALL BE 240V REGULAT
<br />TTPE BALLASTS UNLESS OTHERWISE NOTED IN THE PLANS OR
<br />SPECIFICATIONS.
<br />1. STRICT LIGHT STANDARDS Sh ALL BE PLACED AT ALL INT SECTIONS.
<br />THE ENDS OF ALL CUL-DE-SACS AN T R MORE
<br />E D COURTS 70 FE O C E
<br />IN DEPTH, AND EVENLY SPACED, DEPENDING ON BLOC LENGTHS A7 e
<br />DISTANCE OF NOT MORE THAN 250 FT. APART. AC AL STREET LIGHT
<br />LOCATIONS SMALL BE DETERMNED BY MAINTAINING MIN, ILLUMINATION
<br />OF .1 FOOTCANDLE BETWEEN STREET LIC41T ST ARDS, STAGGERED
<br />SPACING SMALL BE USCD WHENEVER POSSIBLE.
<br />2. WIRING SHALL BE UNDERGROUND N 1-1/2" UL PPROVED CONDUIT
<br />WEATHER -RE 515TANT (SPECIAL CONDITION MAY REQUIRE VARIATIO OF CONDUIT 51ZE AS
<br />RM ATTACHMENT- APPROVED BY THE CITY ENGINEER) AND LL BE INSTALLED AS DIR-
<br />BOLT TYPE. ECTED BY THE CITY OF STOCKTON. ALL ONOUCTORS SMALL BE
<br />COPPER. ALL GROUNDING CONDUCTORS MALL BE BARE OR HAVE A
<br />GREEN INSULATION. ALL GROUNDED C OUCTOR5 SMALL HAVE A
<br />WHITE OR NATURAL GRAY INSULATIO PHASE TAPPING AND/CR PAINT-
<br />ING ARE NOT ALLOWED. CALL COL ING MUST BE PERMANENT ALONG
<br />THE ENTRE LENGTH Or THE CON CTOR.)
<br />3. OVERHEAD SERVICE TO A 5TRE LIGHT 15 NOT ALLOWED. REFER
<br />TO C.C.S. STANDARD DWG. N 115 FOR UNDERCROUND SERVICE
<br />REQUIREMENTS.
<br />4. CONDUCT SYSTEM SMALL BE OMPLETE FROM THE STREET LIGHT TO
<br />The P.G.+C. SOURCE.
<br />5. INSTALL A PIA.LBOX ADJ NT TO ELECTROLIER PER C.0.5. STANDARD
<br />DWG. NO. 111. MIN. sZ NO. 3-1/2 LID MARKING - -'STREET LIGHT".
<br />POLE SHALL BE PULLBOxES OThER T N CONCRETE MUST BE APPROVED BY THE
<br />O GALVANIZED STEEL CITY CNGNEER.
<br />in OR ALUMINUM IN G. SCE AL50 C.O.S. ANDARD DWG. NO. 111. 112. 115 FOR ADCITIGNAL
<br />DETAILS
<br />5.
<br />ACCORDANCE WITH 7. ALL MATERIALS D INSTALLATION SHALL be IN ACCORDANCE WITH
<br />CAL-TRAN5 STANDARD SECTIONS BG BG -2. AND 5G -G STATE OF CALIFORNIA STANDARD
<br />SPECIFICATIONS. 5PECIFICATIO
<br />B. WATERPRO FUSE HOLDERS SHALL BE INSTALLED IN THE BASE
<br />Of THE P LE ADJACENT TO THE HAND HOLD IN EACH STANDARD.
<br />SE H DER$ FOR 240V WIRING SHALL BE "BUSS HEX -TYPE"
<br />C AL.
<br />q. WH ERVIGING A SINGLE LUMINAIRE, A MINIMUM OF NO. 14 COPPER
<br />WK HALL BE USED FROM THE PULLBOX TO THE FUSE HOLDERCS).
<br />A OM THE FUSE HOLDER($) TO THE HEAD. 'WHERE MULTIPLE
<br />Al 5 ARE BEING SERVED. A MINIMUM OF NO. 10 COPPER WIRE
<br />ALL 5 USED FROM THE PULLBOX TO THE FUSE HOLDERCS). AND
<br />A MINIMUM O. 14 COPPER WIRE FROM The FUSE MOLOERC5) TO
<br />EACH HCAD.
<br />O. WIRE N UNDE ROUND CONDUIT SMALL NOT Be SMALLER THAN
<br />NO. 10 Cop
<br />SERVING A SINGLE LUMNARE 'WITHIN 150' OF THE
<br />4' x G -1/Y' HANDHOLE SERVICE POINT, 8 COPPER OR LARGER SERVING 2 OR MORE
<br />LUMINAIRES.
<br />WITH REMOVABLE CO R. 11. THE OWNCR OR C TRACTOR OF ANY LIGHTING PROJECT 15 READ
<br />`- REMOVABLE BAS TO PAY P.G.+E. CO. HE CONNECTION FEE 5EFCRE ACCEPTANCE
<br />DOVER. C2) PI ES. BY THE CITY.
<br />12. DOUOLE-MAST ARM 5TR T LIGHT STANDARDS SMALL BE INSTALLED
<br />N ALL MEDIAN STRIPS AN OTHER AREAS DE5ONATED BY THE CITY
<br />VARIES ENGNEER. ALL SINGLE -ARM CMTING SPECIfIGATIONS SMALL ALSO
<br />APPLY TO THE DOUBLE AR TANDARD5, EACH LUMINAIRE SMALL
<br />BE WIRED 5EPERATELY.
<br />13. ALL BONDING/GROUNDING WIRE ALL BE INSTALLED AS SHOWN
<br />ON "'CONOUT PULLBOX" 5TANDA DRAWING NO. 111.
<br />14. ALL CONDUCTOR SPLICES SMALL B MADE WCATHERPROOF.
<br />15, WHEN STREET LICHT POLES ARE PA ED. WITH THE APPROVAL OF THE
<br />CITY ENGINEER. THE LUMINAIRES SMAC BE PAINTED THE SAME COLOR.
<br />I
<br />1._6.. 7'- '"MIN 2.-O..
<br />LOCATION5 FOR STREET LIGITS
<br />vow REV. ATE BY APRVD. RESIDENTIAL STREET LIGYtTS APPR VED BY
<br />1 7 1/91 RC TYPE AND LOCATION
<br />DICITI D 7/1/91 CITY ENGINEER
<br />DVI. BY Rc SCALE CITY OF STOCKTON OWC DATED °SWI^'G'
<br />A. BY WW I NONE DEPARTMENT OF PUBLIC WORKS 11/8/82 114
<br />-� Frame
<br />O ao -
<br />CN
<br />tericl: Cost iron
<br />N \\
<br />N
<br />t__ -J LL�
<br />1 1/2" 6" f 1 /4"
<br />Diameter
<br />SECTION A -A
<br />xp".d by
<br />SURVEY MONUMENT i,wel, ., Pi.bfi. W.I.
<br />JLD FRAME & COVER ASSEMBLY
<br />COUNTY OF SAN JOAN IIN D°•• SEPT 199,
<br />DRAWINIIG No.
<br />PG.13E. Service Pole
<br />t light by Contractor
<br />Standard Plan No.114
<br />1-,1/2" Conduit by Coryir \
<br />6 above ground ligb or�
<br />finished grade
<br />Pull Bo
<br />-Stand d Plan Noll
<br />L -J �I-I/Z onduit by contractor- L
<br />3' I Variable
<br />max. DIItante determined by
<br />cotion of PG.BE_service pole
<br />NOTES -
<br />4 -Contractor to urnish and instal/ bath pull boxes shown. See S ndord Drawing ll/.
<br />2. -Contractor t furnish and install conductors in conduit between the o pu// boxes
<br />showno . Co factor to leave 3' min. slack wire in pull box at bof PG. B E. pole.
<br />3.-PG.BE. ill provide conductors down service pole to pu// box at boa of service
<br />pole o make connections.
<br />No. (evi"d I By OVERHEAD STREET LIGHT. APPr°�•db'
<br />11 -r-BS SERVICE CONNECTION 2`""O
<br />Dro by W. S. B. C,ly Engineer
<br />CITY OF STOCKTON Date 7///s3
<br />al• DEPARTMENT OF PUBLIC WORXS Drawing No.
<br />P W
<br />4, F�
<br />AW I f=Ii,
<br />x0 '119iign F�V
<br />/F% -J-57 1
<br />r ,
<br />. t_.'9 t, rnt ' .ji r 3 7n P ,p ij + V� • ' ��/ -
<br />-L,(P,4gtA 6.30. 73
<br />REVISIONS
<br />INSTA x4 REBAR
<br />_
<br />NO. 3 1/2
<br />GROUND ROD AND CLAMP
<br />\
<br />PULLBOX
<br />ONDUIT SHALL DRIVEN INTO
<br />NATIVE SOIL IN CORNER
<br />S
<br />-�
<br />OF PULLBOX NO MORE
<br />THAN 3" FROM EITHER
<br />Q
<br />_
<br />Un
<br />INSIDE WALL. GROUND
<br />Ld
<br />G
<br />ROD SMALL BE B' x 1/2"
<br />4'
<br />3.DIA
<br />COPPERWELD.
<br />0 1
<br />3' x 4.5' CON- -
<br />1
<br />CRETE GAP. STEEL CONDUIT R15ER
<br />TO STANDARD.
<br />FACE OF CURB
<br />GROUNDING ET.AIL
<br />CONDUI & PULLBOX LOCATION
<br />N0. I REV. ATE BY APRVD.
<br />APPROVED BY
<br />1 71/91 RG
<br />CONDUIT PULL BOXY/�,
<br />DIGITI D 7/Val
<br />CITY ENGINEER U
<br />DW BY RG SCALE
<br />CITY OF STOCKTON
<br />DWC. DATED DRAWING.
<br />BY NONE
<br />DEPARTMENT OF PUBLIC WORKS
<br />11/e/8O 111
<br />24 x 36 PRINTED ON NO. 1000H CIEARPRINT s
<br />00
<br />f -- 2, TYp. iv
<br />f�I IV
<br />ST
<br />ST
<br />100 E -M
<br />1-
<br />:_%/2" R (IYP) N M 00
<br />TYPICAL STREET SIGN
<br />6' rural
<br />7' urbor
<br />NOTES:
<br />1. One street sign is required
<br />at each intersection.
<br />2. Block numbers are to be acquired
<br />from the San Joaquin County
<br />Community Developement
<br />Department.
<br />3. See improvement plans for
<br />location of traffic control
<br />devices.
<br />4. The length of the street sign
<br />varies due to the length of
<br />the street name.
<br />5. See Standard Drawing No. R-23
<br />for proposed sidewalk
<br />sign locations.
<br />6. Stop signs shall be 30" for
<br />urban areas and 36" for rural
<br />areas.
<br />n,
<br />Edge of pavement
<br />or back of dike
<br />-i
<br />Stop and street
<br />sign location
<br />2" I. D. gals.-�U-y `N
<br />pipe STOP AND STREET SIGN
<br />7 LOCATION DETAIL
<br />10 flatten
<br />pipe
<br />TYPICAL STOP AND STREET
<br />SIGN INSTALLATION
<br />STANDARD STREET
<br />SIGN DETAILS «,a, a, Pu°IK WO/4i
<br />DfOY° by JLD (WITHOUT SIDEWALK)
<br />Dh• "° by COUNTY OF SAN JOAQUIN Dal.
<br />NONE DEPANnil OF PUSUC WORKS SEPT. 1 991
<br />Nn Ft - 25
<br />5/B 5/16'" Allen head socket
<br />F^^I cap screw. (lush
<br />with cover.
<br />Out a -
<br />face
<br />Cover
<br />\Tapped nolo n
<br />steel strap
<br />-Steel strep
<br />TAMPER SISTANT
<br />MANDHOL OVER
<br />1/2'" x 1"' Flathead steel Machi Screw with
<br />coarse threads welded to Ins, of Pole for
<br />4' 1 Hand Hole reinforced ground. Provide with 2 Hexh d Nuts and 2
<br />with Ing welded to outside Washers. Connect to Grou ng Bushing on
<br />of Po Cover Plate is 0.1196" / end of Conduit with 148 G pper Wire.
<br />See No No. 3 - \ (See Note No. 1) No. 8 caper wire shall connect
<br />Pole to Ground Rod in Illbox. Ground were shall
<br />be terminated at the round lug at the base Of
<br />Po Base Cover - the pole.
<br />\ Grout after erec g and leveling Pale.
<br />21/4"to bottom--- -- - �
<br />of base plate.
<br />nM
<br />t9
<br />Top G to be v
<br />formed and / ° v
<br />poured as a
<br />e 3' x 5' cap. v v
<br />0
<br />O
<br />E I Glass B' Concrete e w Anchor Bolts. Refer to Pole Mfr's.
<br />N
<br />O° � Specifications for size. Each
<br />I Bolt shall be provided with a
<br />'n Leveling Nut, a Washer, and a
<br />Hold Down Nut. Maximum length
<br />v ° of anchor bolt above the top of
<br />the hold down nut shall be 1
<br />°
<br />�C v ° • Any Conduit in street area
<br />shall be a minimum of 2"-O"
<br />below the flowlme. of the Gutter.
<br />Install to Pull -Box
<br />1-1/2" dia. Cmin.)
<br />conduit with 18" radius 3'-0" diam. Note
<br />bend. Canduit shall extend Mo. Where poles are Installed In CC
<br />not more than 2.. above medians, bottom of steel base
<br />the top of the base plate. plate must be Installed 2-3/4"
<br />If rigid conduit Is used. Alternate footings subject
<br />provide grounding bushing g 1 above median crown m order
<br />P 9 9 9 to the approval of the City o provide for cross -slope
<br />at the top end. Engineer. o median paving.
<br />NOTES
<br />1. A 1/2" diam. Aped Hole in Hand Hole Cover holding flange may be cbstituted.
<br />2. When sett; Poles with Flat Steel Bases, provide a Drainage Hole
<br />C under a Steel Plate ) to the center of the Pale. Form Mole ber e
<br />concre sets using a piece of Welding Rod or equivalent.
<br />3. Hand ole to be located in same quadrant as Mast Arm if Arm is 10 feet
<br />or nger. Hand Hole to be located 180 degrees from Mast Arm quadrant
<br />o all others.
<br />4. chedule 40 PVC shall be the preferred conduit for all street lighting. Rigid
<br />steel conduit may be used with the approval of the City Engineer. No other
<br />alternatives shall be acceptable.
<br />V0. REV ATE BY APRVD. APPROVED BY
<br />1 7/ /91 RG LIGrIT POLE FOUNDATION
<br />DICITI D 7/1/91 CITY ENGINEER
<br />DW BY RC, SCALE CITY OF STOCKTON DWC DATED DRAWING 1
<br />yf BYQW I NONE DEPARTMENT OF PUBLIC WORKS 7/1/89 112
<br />Sign - State of Calif. Hwy
<br />Code SW -42 (30"x30")
<br />Sign - State of Calif. Hwy
<br />Code W-57 (24"x48")
<br />SIGNS
<br />I. Signs shall be posted on 2" I.D. galv
<br />.
<br />pipe in urban areas and either pipe or I
<br />4"x4" posts in rural areas. E
<br />0 2. Stop sign sizes shall be 30" for
<br />5 -
<br />urban areas and 36" for rural areas.
<br />3. Sign - State of Calif. Hwy. Code I I o
<br />SW -43 shall be posted at curves
<br />when needed.
<br />° Sign - State of Calif. b
<br />HiiI Code "type N -Y'
<br />N 24 x24" (reflective
<br />-1 yellow background)
<br />T INTERSECTION SIGN
<br />(post across from intersection
<br />r � N
<br />NOT A 1
<br />o LID THROUGH
<br />ry N STREET
<br />I LANE REDUCTION
<br />Sign - State of Calif.
<br />Hwy. Code W53 (24"x24") SIGNING
<br />or as required by the
<br />C o Public Works Dept.
<br />L 1. Center the lane reduction sign
<br />behind Type A barricade
<br />(barricade to be placed on a
<br />CD 0 4"x4" Redwood or skew with Type N -Y signs
<br />pressure treated Douglas attached).
<br />O Fir post (typ.) or
<br />2" I.D. galy. as 2. Place Class 1 flexible post
<br />required delineators (Cal Trans A74) ct a
<br />10 : 1 taper preceding the
<br />Type A barricade (minimum of
<br />5 delineators).
<br />cV cV \
<br />TYPICAL SIGN
<br />I
<br />Drown- by JLD
<br />Ch.cIwa by
<br />seO"-N 0 N E
<br />Flatten pipe
<br />(typ•)
<br />TRAFFIC SIGNS
<br />COUNTY OF SAN JOAQUIN
<br />OkYMttNENT OF PUBLIC WORKS
<br />Oy
<br />ISA
<br />12" -
<br />Did. or Sq
<br />6" [11--
<br />A.C.' 4„
<br />°daoaoo°°°veva°° $„
<br />A000000^oo.°coo 00 II '
<br />A.B.^ov?..-os.010 0^_°^a►-'
<br />Standard frame and
<br />cover assembly
<br />Undisturbed Survey monuments
<br />basement soil 3/4:'o x 30" iron pin
<br />with identification marks
<br />TYPICAL SECTION
<br />I
<br />P'/ S U RI
<br />3 5R 1/3 3=
<br />I
<br />311
<br />\MONO
<br />1/16" raised letters __/
<br />Cover Lift
<br />hole
<br />°ati SEPT. 1991
<br />Dream, Ni R - 2(0
<br />LUMINAIRE SMALL Be 'GENERAL ELECTRIC CO. M -250R, M-400, OR
<br />MICOO, LITS SERIES 13 OR 14 OR SERIES 25 AND 2G OR APPROVED
<br />EQUAL. LAMPS SHALL BE HIGH PRESSURE SODIUM LUt00, LU150. CR
<br />LU200 AS NOTED ON THE PLAN. EACH LUMINAIRE SMALL BE PROVIDE
<br />VREMO)VABLEP
<br />RM WITH A PHOTO CELL OF PROPER 512E FOR 5WITGMINO THE UNIT.
<br />BALLASTS SHALL BE 120V. REGULATOR TYPE FOR SINGLE POLE
<br />INSTALLATIONS; ALL MULTIPLE CIRCUITS SHALL BE 240V REGULAT
<br />TTPE BALLASTS UNLESS OTHERWISE NOTED IN THE PLANS OR
<br />SPECIFICATIONS.
<br />1. STRICT LIGHT STANDARDS Sh ALL BE PLACED AT ALL INT SECTIONS.
<br />THE ENDS OF ALL CUL-DE-SACS AN T R MORE
<br />E D COURTS 70 FE O C E
<br />IN DEPTH, AND EVENLY SPACED, DEPENDING ON BLOC LENGTHS A7 e
<br />DISTANCE OF NOT MORE THAN 250 FT. APART. AC AL STREET LIGHT
<br />LOCATIONS SMALL BE DETERMNED BY MAINTAINING MIN, ILLUMINATION
<br />OF .1 FOOTCANDLE BETWEEN STREET LIC41T ST ARDS, STAGGERED
<br />SPACING SMALL BE USCD WHENEVER POSSIBLE.
<br />2. WIRING SHALL BE UNDERGROUND N 1-1/2" UL PPROVED CONDUIT
<br />WEATHER -RE 515TANT (SPECIAL CONDITION MAY REQUIRE VARIATIO OF CONDUIT 51ZE AS
<br />RM ATTACHMENT- APPROVED BY THE CITY ENGINEER) AND LL BE INSTALLED AS DIR-
<br />BOLT TYPE. ECTED BY THE CITY OF STOCKTON. ALL ONOUCTORS SMALL BE
<br />COPPER. ALL GROUNDING CONDUCTORS MALL BE BARE OR HAVE A
<br />GREEN INSULATION. ALL GROUNDED C OUCTOR5 SMALL HAVE A
<br />WHITE OR NATURAL GRAY INSULATIO PHASE TAPPING AND/CR PAINT-
<br />ING ARE NOT ALLOWED. CALL COL ING MUST BE PERMANENT ALONG
<br />THE ENTRE LENGTH Or THE CON CTOR.)
<br />3. OVERHEAD SERVICE TO A 5TRE LIGHT 15 NOT ALLOWED. REFER
<br />TO C.C.S. STANDARD DWG. N 115 FOR UNDERCROUND SERVICE
<br />REQUIREMENTS.
<br />4. CONDUCT SYSTEM SMALL BE OMPLETE FROM THE STREET LIGHT TO
<br />The P.G.+C. SOURCE.
<br />5. INSTALL A PIA.LBOX ADJ NT TO ELECTROLIER PER C.0.5. STANDARD
<br />DWG. NO. 111. MIN. sZ NO. 3-1/2 LID MARKING - -'STREET LIGHT".
<br />POLE SHALL BE PULLBOxES OThER T N CONCRETE MUST BE APPROVED BY THE
<br />O GALVANIZED STEEL CITY CNGNEER.
<br />in OR ALUMINUM IN G. SCE AL50 C.O.S. ANDARD DWG. NO. 111. 112. 115 FOR ADCITIGNAL
<br />DETAILS
<br />5.
<br />ACCORDANCE WITH 7. ALL MATERIALS D INSTALLATION SHALL be IN ACCORDANCE WITH
<br />CAL-TRAN5 STANDARD SECTIONS BG BG -2. AND 5G -G STATE OF CALIFORNIA STANDARD
<br />SPECIFICATIONS. 5PECIFICATIO
<br />B. WATERPRO FUSE HOLDERS SHALL BE INSTALLED IN THE BASE
<br />Of THE P LE ADJACENT TO THE HAND HOLD IN EACH STANDARD.
<br />SE H DER$ FOR 240V WIRING SHALL BE "BUSS HEX -TYPE"
<br />C AL.
<br />q. WH ERVIGING A SINGLE LUMINAIRE, A MINIMUM OF NO. 14 COPPER
<br />WK HALL BE USED FROM THE PULLBOX TO THE FUSE HOLDERCS).
<br />A OM THE FUSE HOLDER($) TO THE HEAD. 'WHERE MULTIPLE
<br />Al 5 ARE BEING SERVED. A MINIMUM OF NO. 10 COPPER WIRE
<br />ALL 5 USED FROM THE PULLBOX TO THE FUSE HOLDERCS). AND
<br />A MINIMUM O. 14 COPPER WIRE FROM The FUSE MOLOERC5) TO
<br />EACH HCAD.
<br />O. WIRE N UNDE ROUND CONDUIT SMALL NOT Be SMALLER THAN
<br />NO. 10 Cop
<br />SERVING A SINGLE LUMNARE 'WITHIN 150' OF THE
<br />4' x G -1/Y' HANDHOLE SERVICE POINT, 8 COPPER OR LARGER SERVING 2 OR MORE
<br />LUMINAIRES.
<br />WITH REMOVABLE CO R. 11. THE OWNCR OR C TRACTOR OF ANY LIGHTING PROJECT 15 READ
<br />`- REMOVABLE BAS TO PAY P.G.+E. CO. HE CONNECTION FEE 5EFCRE ACCEPTANCE
<br />DOVER. C2) PI ES. BY THE CITY.
<br />12. DOUOLE-MAST ARM 5TR T LIGHT STANDARDS SMALL BE INSTALLED
<br />N ALL MEDIAN STRIPS AN OTHER AREAS DE5ONATED BY THE CITY
<br />VARIES ENGNEER. ALL SINGLE -ARM CMTING SPECIfIGATIONS SMALL ALSO
<br />APPLY TO THE DOUBLE AR TANDARD5, EACH LUMINAIRE SMALL
<br />BE WIRED 5EPERATELY.
<br />13. ALL BONDING/GROUNDING WIRE ALL BE INSTALLED AS SHOWN
<br />ON "'CONOUT PULLBOX" 5TANDA DRAWING NO. 111.
<br />14. ALL CONDUCTOR SPLICES SMALL B MADE WCATHERPROOF.
<br />15, WHEN STREET LICHT POLES ARE PA ED. WITH THE APPROVAL OF THE
<br />CITY ENGINEER. THE LUMINAIRES SMAC BE PAINTED THE SAME COLOR.
<br />I
<br />1._6.. 7'- '"MIN 2.-O..
<br />LOCATION5 FOR STREET LIGITS
<br />vow REV. ATE BY APRVD. RESIDENTIAL STREET LIGYtTS APPR VED BY
<br />1 7 1/91 RC TYPE AND LOCATION
<br />DICITI D 7/1/91 CITY ENGINEER
<br />DVI. BY Rc SCALE CITY OF STOCKTON OWC DATED °SWI^'G'
<br />A. BY WW I NONE DEPARTMENT OF PUBLIC WORKS 11/8/82 114
<br />-� Frame
<br />O ao -
<br />CN
<br />tericl: Cost iron
<br />N \\
<br />N
<br />t__ -J LL�
<br />1 1/2" 6" f 1 /4"
<br />Diameter
<br />SECTION A -A
<br />xp".d by
<br />SURVEY MONUMENT i,wel, ., Pi.bfi. W.I.
<br />JLD FRAME & COVER ASSEMBLY
<br />COUNTY OF SAN JOAN IIN D°•• SEPT 199,
<br />DRAWINIIG No.
<br />PG.13E. Service Pole
<br />t light by Contractor
<br />Standard Plan No.114
<br />1-,1/2" Conduit by Coryir \
<br />6 above ground ligb or�
<br />finished grade
<br />Pull Bo
<br />-Stand d Plan Noll
<br />L -J �I-I/Z onduit by contractor- L
<br />3' I Variable
<br />max. DIItante determined by
<br />cotion of PG.BE_service pole
<br />NOTES -
<br />4 -Contractor to urnish and instal/ bath pull boxes shown. See S ndord Drawing ll/.
<br />2. -Contractor t furnish and install conductors in conduit between the o pu// boxes
<br />showno . Co factor to leave 3' min. slack wire in pull box at bof PG. B E. pole.
<br />3.-PG.BE. ill provide conductors down service pole to pu// box at boa of service
<br />pole o make connections.
<br />No. (evi"d I By OVERHEAD STREET LIGHT. APPr°�•db'
<br />11 -r-BS SERVICE CONNECTION 2`""O
<br />Dro by W. S. B. C,ly Engineer
<br />CITY OF STOCKTON Date 7///s3
<br />al• DEPARTMENT OF PUBLIC WORXS Drawing No.
<br />P W
<br />4, F�
<br />AW I f=Ii,
<br />x0 '119iign F�V
<br />/F% -J-57 1
<br />r ,
<br />. t_.'9 t, rnt ' .ji r 3 7n P ,p ij + V� • ' ��/ -
<br />-L,(P,4gtA 6.30. 73
<br />REVISIONS
<br />BY
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<br />Date I.2--7, q�
<br />Scale
<br />Drawn
<br />Job X2(0 - 00
<br />Sheet
<br />Of b Sheets
<br />G-'�,94Z.c,
<br />
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