|
Reflective Sheeting Sign -California Highway
<br />Code Type NR (24" x 24') NOTES: Reflective Sheeting Sign- �5'-6'
<br />• Reflective Sheeting Sign- State of California Highway 4" Wine mesh
<br />3/8" galvanized 2' • , See Note 7 , � 1. One street sign is required State of California Highway Code W-57 (24"x48") NOTES' 1
<br />bolts & washers at end a 2" T 4 n at each intersection. r, Code SW -57 (30"x 30") Y 30° min. y 6'
<br />YP• 2. Block numbers are to be acquired io 0 1. All street lighting and
<br />from the San Joaquin County 1 1 •1 appurtenances shall conform Top of curb m m T__1 I•�-6" �1 r-6'
<br />I I I m < MAIN ST Community Developement Department. iv 1 • 1 to P.G.&E. Standards and SECTION A -A
<br />46CE3. See improvement plans for Specifications. 10o E SIGNS P Flowline of ,
<br />location of traffic control devices. Ex ansion
<br />t0 1. Signs shall be posted on 2" x 2" 2. Street light locations at gutter p 0I
<br />1 4. The length of the street sin 9 P 1 Joint
<br />° . a g g v intersect ons shall be a roved Ex ansion
<br />1, I 1, 1 i� • 1/2" R (typ) N n varies due to the length of Square Perforated Steel Tubing With a o, by S.J. Co. Department op
<br />joint a a
<br />the street name. Penetrator Anchor.
<br />1 'o, = Public Works. Wire mash
<br />Reflectors symmetrically N '� 5. See Standard Drawing No. R-23 for o1 2. Stop sign sizes shall be 30` for m 3. Street lights shall be energized
<br />placed 12' t O.C. proposed sidewalk sign locations. urban areas and 36" for rural areas. rn
<br />TYPICAL STREET SIGN In . c poor to County acceptance of
<br />6. Stop signs shall be 30` for urban 3. Sign - State of Calif. Hwy. Code o the improvements. Advance Lip of gutter
<br />areas and for internal subdivision SW -43 shall be posted at curves arrangements smarts shall be made Catchbosin assembly to be set '•-
<br />6"x6" dense : when needed. o 1" below flow line of gutter
<br />2"x8" select grade structural grade streets; 36" for rural areas and 2 with .G.&E. to install the
<br />Douglas Fir surfaced Redwood, treated < I be installed for streets which intersect County o street lights. PLAN SECTION B -B
<br />1 May roadways, also to be preceded by °
<br />four aides. Hemlock or treated N on Sys -42 aqn a W17, 36" oto ahead sign n with
<br />Douglas Fir surfaced D 9 Reflective Sheeting Sign- R/W o 9•
<br />L -L12 Max. four sides. See Note 7 appropriate pavement markings. ? State of California Highway O = Sidewalk 4" throat
<br />Code "Type N -Y (24 x 2y4") a
<br />r2" Min.opening�24"�
<br />Evenly Spaced ST 7. Use the following for terminal streets r / B +1 A� FRONT VIEW
<br />TYPE "A" MAIN loo E less than 300 feet in length; symbol + Y
<br />always toward cul-de-sac. I :%'r%.%�.i•'s' 1"
<br />Block bol an T INTERSECTION SIGN MIN. 3 1.e, 1'-{� 10' P.U.E. aye m" 1/2 dice ,n
<br />Reflective Sheeting Sign-Colif. Hwy. yeawr background (post across from intersection) ; `O O bolt C C
<br />Code W31, 30" Tizeads 2' clear to x Bose to holtl ><
<br />o ; iv Y Construct cut-off
<br />10
<br />Center on Barricade. " I 9 T O E „ •� + o wall around the W
<br />ed a of rr FACE OF grate in place
<br />E N D pavement Nt7T A E E GRATE entire perimeter
<br />THROUGH 24" die. cont.
<br />pipe see note channel slope
<br />I " I Reflective Sheeting Diamond J�6'00"-% fO ro STREET CURB 12" die iv a
<br />g Sign -Calif (sada Sheatlnq N LANE REDUCTION LOCAL RESIDENTIAL AND PP ( min.
<br />END Hwy Code W31 Edge of pavement Sign - State of Calif. no. 5) . • S= .01 min.
<br />°� (30" x 30") or back of dike Hwy. Code W53 (24"x24") SIGNING COLLECTOR RESIDENTIAL 25 1/2'
<br />6' rural or as required by the 12' .•; ;�;�;��;�;
<br />*3'-6" (4'-6') 7' urban Stop and street ; Public Works Dept. , 6"
<br />to edge of pavement sign location c - i. Center the lana reduction sign-;•.•.•.-.i;;.,r
<br />.., ., .
<br />4 ° ; behind Type A barricade R W Boss TOP VIEW
<br />Reflective Sheeting 1 :D Of Sign Support System (Typ.). (barricade to be placed on a / R/W 3• 33" 1'-6'min. '
<br />° Sign -Calif Hwy �. -L , : 2• x 2• p.rrorar.e steel okays with Type N -Y signs Miter cut pipe
<br />CENTER REFLECTOR a cane Type NR o ; Tubing wIp ,,�„r attached). 6,� x SECTION wettrdanlo
<br />uen
<br />+. n (24" x 24') N m (contact Sr. county Traf c 2. Place Class 1 flexible post o pee
<br />FOR TYPE A BARRICADE 2' clear Maintenance Division delineators (Cal Trans A73C) at a NOTES:
<br />2' x 2" square, Perforated (209) �-� 10 : 1 taper preceding the a p
<br />2" % 2" agar. PerfaraM steel st«I Tubing w Panstrator Arahor Far ApP"nd tat of veMon) ; fl 1. All exposed steel shall be dipped with PLAN OF FRAME Match channel side elope
<br />Tab�w/PenNalorMMwr a y STOP AND STREET SIGN type A barricade (minimum of uix 2 coats of coal for pitch heated to a 2'
<br />(Contact SJ. ca+nb' Tresis 5 delineators). c>
<br />NOTES: (a°"met &J' c0unly, T"°'"a Maintenance, Division LOCATION DETAIL \, \ ) � 9 minimum of 180' or galvanized. Wine mesh
<br />• iv Monomar,ce DNMon 3. Pavement Ione reduction arrows.r 2. Grate forme and side inlet shall conform to 6'-0"
<br />° (za9) 4ee-30aa (200) 4ea-3oee * In URBAN Locations n 2L-4 4' 6' w = 6'-0" minimum
<br />For Aaaroved uet a veneers) : F South Bay Foundry A-645 frame with either A-390 Toe of channel W >= 2 x pipe die. 3' to 6'
<br />1. Barricades to be as wide as street R/W For Approved tat Of vendors) 4. W 11, transition sign. pep ( )
<br />3'-6" or more to face of post iv is MIN.MIN. rivited or A -390-M fabricated steel grate. Slope
<br />2. Barricades to ri pointed white using 2 „ s, TYPICAL STOP AND STREET In RURAL Locations 3. Grate shall be chained to frame. NOTE: 1. Use class 'B" concrete or
<br />coats Of 'Exterior Alkyd Resin Hi -Gloss TYPE B 4. Grate shall be depressed 1' below gutter grouted cobbles as specified.
<br />Enamel" over a compatible primer. SIGN INSTALLATION 4-6" or more to face of post LOCAL AND RURAL ROADS profile grade. 2' min.. 9
<br />Cul -de -Sac only TYPICAL SIGN INDUSTRIAL 5. 24" pipe barrel shall be class 11 R.C.P., or 6" 2 6throughout co. oncrete re mesh
<br />close 2 or 3 non -reinforced concrete pipe. SECTION C -C
<br />M0. s.,a.d er BARRICADES FOR R fl penid b No. sa sea sr ee All • s.. be,ed • ""'"' b Asere,.a b
<br />na,fea PO + Awe+«y ,. STANDARD STREET ' --'•- °~ TRAFFIC SIGNS ' A"t1ew ,< STREET LIGHTING TYPE 1 , ro EROSION CONTROL
<br />2 ele.2am ass TERMINATING STREETS 2 �-�- = SIGN DETAILS POLES AND SYMBOLS CURB INLET CATCHBASIN PIPE DISCHARGE
<br />ae"e ♦ JLD sewe w JLD a„e w JLD ae•• w JLD well b JLD s� e, JLD
<br />cel b COUNTY OF SAN JOAQUIN call JUNE 1997 awe, b COUNTY OF SAN JOAQUIN ode JUNE 199-7F-a..rs s, COUNTY OF SAN JOAQUIN 0ei JUNE 1997 Memel b COUNTY OF SAN JOAQUIN a•+' JUNE 1997 a,N.s b COUNTY OF SAN JOAQUIN sew SEPT. 1991 a.ar b COUNTY OF SAN JOAQUIN Dow JUNE 1997
<br />we, NONE °,wn,sn n ruse wase Orleans Ne. R-24 ser NONE ,err,saw n su„e scow aeexe N° R-25 er °seee,aNr ar "'am "wee
<br />NONE ae+e r R - 26 sr. NONE °OM"'n" 0° ""s saws awes "° R - 32 see, NONE 2searsrt v "� soso we•„s w D - 13 else NONE ,eeenerr w we e,wse maeine Ne. D-22
<br />4
<br />Backfill with materials equal to or B
<br />better than the existing pavement
<br />and base in quality. New pavement
<br />shall be 1" thicker than existing
<br />Pavement, minimum of 0.25 feet.
<br />New base shall be 1" thicker than Gooseneck liquid dispensing assembly, Harrington #261MF1
<br />existing base, minimum of 0.5 feetor equivalent 3/8" pvc arch. 80 gooseneck, 3/8"-1/4
<br />Existing a a entra Ball end valve, vc, 150 psi ratio 1 2"
<br />Pavement 2-� P P 9. / Dipe threaded
<br />m6TMtn. I- 6" Min. SU m Z Ground all outside 1/4" Thick steel top plate
<br />( YP•) (TYP•) 3 S 8, R R Z O edges smooth 1/8
<br />O V2
<br />• Compact in 12" max. J•
<br />3'�0" layers to a min. relative 3' 0" R A A e W D YP•
<br />compaction of 95X* W
<br />under pavement and N2�Xl Slope concrete away
<br />90% outside pavement. Variable from sampler at
<br />Variable n T- ,� 40:1 on all sides. 1/2"b drain hole
<br />Compact in in max. I I a UFO i layer a i min. relative IVI
<br />Off' compaction of 85x. OD+12' 1/2" PATTERN LETTER
<br />O.D./2 Compost in 6" layersCOVFRAME w A
<br />to animurrle 7a , \ \ A' p. ' v
<br />comp an
<br />HOLE \ a w '
<br />N
<br />10" Min. O.D. 10" Min. 10" Min. O.D. 10" Min. MACHINED P'. & p..
<br />SEATING 1 " E '
<br />� c
<br />+ 20" Win. + 0"D Min. SURFACES B E a v A vw 3/4"-1/4 turn pvc ball
<br />N PLAN VIEW •E ± , vw' valve, 150 psi rating o
<br />RIGID CONDUIT FLEXIBLE CONDUIT MACHINED
<br />-}- 20" SEATINGh v '
<br />/4 i 1/8"
<br />v 1-I (-1 1/4' �3/4" SURFACES ±' D
<br />1/8` thk. base plata
<br />NOTES: 1 1/2" T Door (open position)
<br />1. Rcompaction of materials shall be, toned in accordance with
<br />1/
<br />h DIAMETER 1 1/4" 1/2" gravel loosely packed 1/2" union Lock nut
<br />thee State of California, Dept. of Transportation Testing Manuals, teat -I 1-43/8' 2 ---I I-../8"
<br />method No. California 216 or 231. SECTION A -A 2"
<br />2. All existing pavement shall be neatly cut to line prior to trench excavation. 18 1/4" 3/4" sch. 80 pvc pipe 3/4" corporation stop. Sampler housing
<br />3. Jetting or ponding will be permitted within the street Right of Way with NOTES: 22 1/4' Ford type F1002 to be
<br />NOTES: compatible w/saddle tap. 1/2"x3/4" reducer --,/3/4" sch. 80 pvc pipe
<br />a 3 year bond. 1. FRAME AND COVER SHALL BE MANUFACTURED OF CAST IRON SECTION A -A Double strap saddle
<br />4. When shown by soil composition and compactabllity, ninety percent (909) CONFORMING TO ASTM A -48 -CLASS 30. 1. FRAME & GRATE SHALL BE MANUFACTURED OF CAST IRON CONFORMING tap for 3/4" tap.
<br />compaction may be used, when approved by the Director of Public Works. 2. FRAME AND COVER SHALL BE HS20-44 RATED. TO ASTM A-48-30. Ford type FS202 Bedding/backfill
<br />5. Special bedding requirements may be shown on the plans or specified In 2. FRAME AND GRATE SHALL BE HS20-44 RATED.
<br />special 3. FRAME SHALL WEIGH APPROX. 22 LBS. Water distribution
<br />p provisions. 3. FRAME SHALL WEIGH APPROXI 65 LBS.
<br />P D P COVER SHALL WEIGH APPROX. 7 LBS. mate (size and
<br />6. Shoulders shall M as shown on the Ions or • stifled in The special 4. GRATE SHALL WEIGH APPROX. 78 LBS.
<br />provisions but in no case shall the shoulder be lees than three feet wide 4. FRAME AND COVER SHALL BE COATED WITH BITUMINOUS MATERIAL 5. GRATE SHALL BE CHAINED TO FRAME WITH 18" OF 1/4" HEAT-TREATED CHAIN location varies)
<br />as measured from the edge of pavement. CONFORMING TO A.W.WA. C203. 6. MAY BE USED IN RIGHT OF WAY WHERE APPROVED BY GOVERNING AGENCY.
<br />5. COUNTRY OF ORIGIN AND MANUFACTURER SHALL BE CAST INTO FRAME AND COVER. 7. COUNTRY OF ORIGIN AND MANUFACTURER SHALL BE CAST INTO FRAME AND GRATE.
<br />® 1/4' X 6" U BOLT CAST INTO GRATE AND FRAME Shwet 2 of 3 Shut 3 of 3
<br />REVISION DATE COUNTYWIDE IMPROVEMENT STANDARDS APPROVED REVISION I DATE COUNTYWIDE IMPROVEMENT STANDARDS APPROVED By eee,r • . W Me. All
<br />TYPICAL TRENCH BACKFILL COUNTY OF SAN JOAQUIN COUNTY OF SAN JOAOUIN BACTERIOLOGICAL BACTERIOLOGICAL
<br />SAN JOAQUIN couNTr DATE", STORM DRAIN INLET sAN JOAQUIN COUNTY DATE
<br />JLD SURVEY MONUMENT 18 SAMPLING TAP SECTION SAMPLING TAP DETAIL
<br />.... oWcaaasuucwoMw womb BCD seen BCD
<br />o.ar,s COUNTY OF SAN JOAQUIN as JUNE 1997 IMPROVEMENT IMPROVEMENT CW -M7 ererb COUNTY OF SAN JOAQUIN we, SEPT. 1991 arrb COUNTY OF SAN JOAQUIN or SEPT. 1991
<br />>+ NONE °aw'"eRO1�'O'w ae"Ne. R-29 FRAME &COVER STANDARD N0. CAF -Mt FRAME & GRATE STANDARD N0.
<br />ar NONE °erear or we wxq a.we el W - 6h see, NONE mrsasa w we waa belles, N" w - a,
<br />H
<br />i
<br />a
<br />BEFORE YOU DIG
<br />CALL USA UNDERGROUND SERVICE ALERT
<br />48 HOURS PRIOR TO CONSTRUCTION. CALL
<br />TOLL FREE 1-800-227-2600
<br />KEEP ALL VEHICLES, EQUIPMENT, TOOLS AND
<br />PEOPLE 10 FEET FROM POWER LINES, IF YOU
<br />MUST WORK WITHIN 10 FEET OF POWER LINES
<br />PLEASE CALL PG&E O 800-743-5000
<br />REV. NO. I DESCRIPTION
<br />DI110N & MURPHY
<br />CONSULTING CIVIL ENGINEERS
<br />ENGINEERING • PLANNING • SURVEYING
<br />1820 W. KETTLEMAN LANE, SUITE E, LODI, CALIFORNIA 95242 (209) 334-6613
<br />IMPROVEMENT PLANS FOR TRACT NO. 3404
<br />LINDLY ESTATES
<br />SAN JOAQUIN COUNTY STANDARD PLANS
<br />JUNE, 2005
<br />SAN JOAQUIN COUNTY, CALIFORNIA
<br />SCALE: N.T.S. BENCH MARK: EL: SHEET
<br />DRAWN BY: LM DESCRIPTION: 13
<br />DESIGNED BY: OF 15 SHEETS
<br />CHECKED BY: JOB NO.
<br />AS BUILT BY: 0559
<br />
|