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i <br /> .908± EP <br /> i <br /> i <br /> ' NEW EDGE <br /> EXISTING EDGE OF PAVEMENT RW CL RW <br /> OF PAVEMENT EXISTING SWALE <br /> EXISTING EDGE NEW EDGE OF 12'8 <br /> min VARIES <br /> 2.710 OF TRAVEL WAY PAVEMENT <br /> IL �/ '�� " � MATCH EXISTING <br /> 12.8 <br /> 1 2 1 5 <br /> EXISTING CL 0.762 1 .5 1 .2 <br /> GROUND <br /> 2% 9. 1 VARIES <br /> .18,=S-WALE min 9. 1 MATCH EXISTING <br /> 0.762 VARIES GROUND <br /> L .: 2.53 EP 135 mm AC (TYPE A) SEE PLAN FOR DITCH <br /> 2.53 EP 195 mm AB CLASS 2 135 mm AC (TYPE A) ALIGNMENT <br /> " r= 135 mm AC (TYPE A) <br /> 195 mm AB CLASS 2 <br /> :g04"EP <br /> ,x''22:904 BW <br /> SECTION <br /> SCALE: nts TYPICAL SECTION <br /> 1 TRANSITION DETAIL 2 STA 31 + 19.67 TO STA 33+30.66 <br /> 7 SCALE: nts <br /> 7 SCALE: nts <br /> Expansion Joint Typ. 2'-6" <br /> NOTES: [76.2] OPTIONAL <br /> N ISITE <br /> 1. All street lighting and L2' Typ. _ B <br /> 2'-0' 10'-0" 10'-0" MAX. SIDEWALK <br /> appurtenances shall conform 6 -0] <br /> 0 SPACING <br /> to P.G.&E. Standards and A A 1 1/2 iv , EXPANSION , <br /> Specifications. 6" CURB <br /> P [3,g] \ RB IF JOINT, IF 'D K <br /> 2. Street light locations at 2 NO SIDEWALK a I 0 <br /> a N ^ u CONCRETE io <br /> = intersections shall be approved Flowline of a, io ui [5.1] DRIVEWAY <br /> Public <br /> Co. Department of r Gutter <br /> e Public Works. JOR <br /> �3. Street lights shall be energized �'`� ° a a 0 " <br /> MAx r7 1/2- 1/2- E 8.33X 1 <br /> c prior to County acceptance of IBEVEL g BEVEL <br /> the improvements. Advance PLAN Lip of Gutter p ra W m <br /> arrangements shall be made <br /> owith P.G.&E. to either install a <br /> 30g the street lights, or agree toEXPANSION <br /> a accept them for operation and 1 <br /> R/W € maintenance under their LS1 �2' Typ. <br /> " cast Iron Hood I Top of Curb VERTICAL Q <br /> Z rate schedule after installation. I <br /> Class E" • e' if top of curb <br /> :; to flow line of pipe CURB & GUTTER <br /> exceeds 4' PLAN <br /> 4 3 1.5' 1'-} 10' P.U.E. 2 Fltier. of BACK OF WALK <br /> I Gutter. 7'-6* MIN. OR AS SHOWN ON PLANS <br /> MIN. u_ oottonoI Con-L 2-1/2"0 x 12' Powels [228.6] TOP OF CURB RAMP <br /> ruction Joint. in each Wall at <br /> See Note 3. ?'. Construction Joint. 5'-0" MIN. OR AS SHOWN ON PLANS 2'-6" 1/2" BEVEL 3/4" LIP <br /> FACE OF $ [152.4] 76.2 <br /> � 2'-O, <br /> CURB N m ELEVATION <br /> "e P.C.C. W X [61.0] <br /> SCORE MARK IF MONOLITHIC POUR v FLOW LINE <br /> LOCAL RESIDENTIAL AN <br /> Claes Sidewalk - v 1 1/2" <br /> COLLECTOR RESIDENT L4L 2 1 SLOPE 1 4" PER FOOT [3.8] / 5'1 <br /> SECTION A-A suegrade < : , 9 . a ° e N 1 1/2 [ ] <br /> : :. a ° ° uj 1[3.8] 2'-0" 1 -6 2'-0" 5'-0" <br /> NOTES: " 12 O.C. a < a.' I _ <br /> R/W R/VV 1. Hood shall be Coa] Iron and be 7. $ 1/2' 6 a - .a_ °- R N <br /> equal to PHOENIX P-6002. ;: 4 45' BEVEL <br /> Frame and grate shall be equal 15.21 [30.5] ° < ° . . WARP WARP <br /> 6' Y to `PHOENIX P-6301. Chain grate c /4" LI RAMP <br /> Ir o ( to frame. E <br /> Y 0 2. Precast concrete catchbasin may be used 25 1/2" <br /> R <br /> sub'act to written op royal of the ~r •: 6 6" " " uo <br /> 3 I a I D1ofof Public Works. se. e* 1 15.2] 15.2 [3 8/]2 x [8 9[2 KEY. L .- <br /> Ld Y 3. Catchbasin Walls may be poyred to ? ] <br /> 0 an elevation not less than 2 below 12` dia. UNLESS POURED MONOLITHIC I 1 1/2" <br /> Nin. VERTICAL CURB, N I` <br /> tap of curb. It shall be the "'`'`` R GUTTER & SIDEWALK <br /> 2 responsibility of the Contractor 2 \ <br /> 48. x 4. 6, .v: i�::•: r <br /> V to frame in and pour the upper 2' SECTION A-A <br /> MIN. MIN. MIN. of the Catchbasin monolithically <br /> with the Curb and Gutter. R M1 Ql 5/8' x 24" LONG STEEL DOWELS, GREASED AND WRAPPED <br /> 4. All exposed steel shall be dipped to [1 i] [61.0] ONE SIDE THROUGH ALL EXPANSION AND NOTES: <br /> OCAL COMMERCIAL AND RURAL ROADS with 2 coots of coal tar pitch heated COLD JOINTS. 1Q 12" GROOVED BORDER. <br /> L to a minimum of 18011' or galvanized. SECTION B-B <br /> INDUSTRIAL [ ] CENTIMETERS 02 #4 BAR!' ',o O.C. EACH WAY. THE ENTIRE WIDTH OF DRIVEWAY AND RAMP. <br /> "'""' '" a IVRENlION DATE COUNTY WIDE IMPROVEMENT STANDARDS REVISION DATE COUNTY WIDE IMPROVEMENT STANDARDS <br /> STREET LI G U I N G TYPE 2 COUNTY OF SAN JOAQUIN COUNTY OF SAN JOAQUIN <br /> + +� n <br /> POLES AND I'YMBOLS 0�M J CURB INLET CATCHBASIN VERTICAL CURB, TYPE 1 <br /> on"br COUNTY OF SAN JOAQUIN or. JUNE 1997 Cho" IV COUNTY OF SAN JOAQUIN o. SEPT. 1991 1 IMPROVEMENT IMPROVEMENT <br /> ar NONE aowsisur as Kew soca ".`R". R - 32 �+• NONE oswasar a"'"'c'°" +R <br /> s swe s. D - 14 <br /> GUTTER & SIDEWALK STANDARD NO.CW-C7 COMMERCIAL DRIVEWAY STANDARD N r4u-C' 1 <br /> 3 STREET LIGHTING POLES AND SYMBOLS 4 TYPE 2 CURB INLET CATCHBASIN K5 VERTICAL CURB, GUTTER & SIDEWALK 6 TYPE 1 COMMEF,CIAL DRIVEWAY <br /> 7 SCALE: nts 7 SCALE: nts 7 SCALE: nts 7 SCALE: nts <br /> KSs � SAN JOAQUIN COUNTY Revisions Design MRC Scale Job No. <br /> K KJELDSEN <br /> No. Date B Descri tion AS SHOWN 1548-0020 <br /> "� S S I N N OC K Post Office Box Avenue <br /> IMPROVEMENTS FOR y P Drawn <br /> ITetric �N N0. 32192 �A 711 N. Pershing Avenue AMC Sheet Number <br /> P 004 Stockton, <br /> 12/31/2 N N E U D EC K 95201-0844 THORNTON ROAD REALIGNMENT Check <br /> Office: (200 9) 946-0268 SKS Original Drawing Scale 6 Of 7 <br /> ��- INC. Consulting Engineers Foxes: (209) 946-0296 DETAIL SHEET <br /> and Land Surveyors E-mail: KSNOksninc.com <br /> Date 01 /18/01 File Number <br /> -� a9,3 <br />