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1 NOTE: The Structural section shall be determined <br />Existing Vor. Existing /W D, the roadway design standards and Standard <br />pavement pavement R/W 50' R Drawing No. R-27. <br />25'�117 <br />25' <br />R W R/W, <br />� 5 / 1'min. TYPICAL DITCH TYPICAL DITCH <br />EiNi D(� EXISTING PAVEDROADWAF- 11 11 T% r 2:1 SIDE SLOPES 25' -+�25' �2.! SIDE SLOPES <br />Sign -Calif Min. 0.5' Variable slope (109 mpx.) snwrUT VAR. O.G. DEPTH VARIES, <br />w 0 12' 12' o DEPTH VARIES, <br />Hwy Code W31 to meet existing ground. EXIST. EDGE OF' PAVEMENT-� MAX =1.5' MAX =1.5' <br />m (30" x 30") PRIME COAm imvo �?%29��� <br />¢ SECTION A -A 0.20' AC (Asphalt Concrete -Type B- T Max. Ag 2' - *t~ (TY ) % 9, <br />0.50 AB (Aggregate Base -CI. II) @ 957 R.C. <br />AS 075 COG (92% R.C. Compact Original Ground) PRIME COAT (TYP.) <br />R/W VV=� R/W R 9ALUE: 20 T.I. INDEX: 4.0 079' COG (92% R C. Cirri Original Ground) 6" A.B. shoulder <br />TYPICAL SECTION C.E. REQUIRED. 1.02 0.5' AB (Aggregate Base CI II) �' 957 R.C. compacted ® 95% <br />Sign -Calif Hwy 0.20' AC (Asphalt Coacrete-Type B- D/4" Max. Agg? relative rnmpction <br />y rode Type NR Alternate edge /J ( Res. 15' R ANDERSEN STREET G.E. PROVIDEo-. Los <br />(24" x 24") // /� Comm. 25' R COUNTY OF SAN JOAQUIN R-3 R -VALUE. 20 T.I. INDEX. 4.0 Aggregate base <br />Ditch fiowtine '` shoulder may be <br />R/W R W O.E. RE UIRED'. 102 TYPICAL SECTION <br />_ / Q eliminated where <br />2'x2' PERFORATED SQUARE 50' OAK MEADOW LANE <br />in STEEL TUBING 11/PENETRATOR G E. PROVIDED. 1.05 native toll R value <br />r 12" Min. diameter cross is greater than 30 <br />I ANCHOR. pipe where required. 25 25 COUNTY OF SAN JOAOUiN R-3 <br />N Material per See notes 5 & 6 5' 4' 16' <br />(CONTACT SIC TRAFFIC MAINTENANCE DIVISION chart below ) ! m.r.. 9 1X 111 12 11 <br />} ZR1 a 12 - EXISTING PAVED ROADWAY <br />(209) 468-3088 FOR LIST OF VENDORS.) <br />VAR <br />iT f- <br />OCG- SAWCUT <br />TYPE „I3 -Set pipe in line with A �� Edge of existing pavement T EXIST EDGE OF PAVEMENT <br />existing ditch at <br />Cul -de -Sac only elevation 0.25' to 0.5' 7-1 (---020' AC (Asphalt Concrete -Type B- "Mex. Agg.) <br />below exist. flowline. 0.50 AB (Aggregate Base -CI. II) 0 95% R.C. <br />BARRICADE BY TERMINATING STREET RURAL DRIVEWAY PRIME COAT (TYP'75' COG (92% Rc compact original Gronna) <br />IMPROVEMENT STANDARD N0 R-24 RURAL <br />W STRUCTURAL SECTION TYPICAL SECTION <br />RURAL OR TBdF (Allo.) (Max.) (Min.) AC/AB (Min.)PCC ATHEARN STREET & 'B' STREET <br />RESIDENTIAL 12' 25' 2AC/4AB 4" COUNTY OF SAN JOAOUIN R-3 <br />AG TEMP R -VALUE. 20 T.I_ INDEX: TO <br />STRUCTURAL SECTION <br />STREET NAME <br />AC <br />AB <br />COG <br />TI <br />R -VALUE <br />GE RE 'D <br />GE PROV'D <br />STATE HIGHWAY NO. 12 & 88 0.4 <br />1.1T <br />0.75' <br />BO <br />2S <br />2.05 <br />2.08 <br />ATHEARN STREET 0.2' <br />0.5' <br />0.75' <br />4.0 <br />20 <br />1.02 <br />1.05 <br />"B" STREET 0.2' <br />0.5' <br />0.75' <br />4.0 <br />20 <br />1.02 <br />1.05 <br />ANDERSON STREET 0.2' <br />0.5' <br />075' <br />4.0 <br />20 <br />1.02 <br />1.05 <br />OAK MEADOW LANE 0.2' <br />0.5' <br />0.75 <br />4.0 <br />20 <br />1.02 <br />1.05 <br />T INTERSECTION SIGN COMMERCIAL.GE REQUIRED !02 <br />(post across from Intersection) TEMP INDUSTRIAL 15' 40' 2AC /6 AB 6" G.E. PROVIDED 1-05 <br />NOTES: <br />in NOT A 1. FLOWLINE OF PIPE SHALL BE A MIN. OF 3" BELOW DITCH FLOWLINE <br />m m THROUGH AND A MAX. OF 1/2 DIAMETER OF PIPE, BELOW DITCH FLOWLINE. <br />STREET <br />iv � I I 2. At an intersection, no driveway shall be placed within 30' of the <br />Sign - State of Calif. point of intersection of the master planned R/W lines. <br />-_--- Hwy. Code W53 (24"x24") 3. Driveways shall be at right angles to the street. <br />or as required by the 4. Circle driveways are to be no reser than 7,' between centers (residenial) <br />_ Public Works Dept or 60' between centers (commercial). SEE SHEET 4 FOR ROADSIDE DITCH SECTIONS <br />9 ° 2"x2" PERFORATED SQUARE 5. When cross pipe is used, it shall extend a minimum of 2' post the toe of fill <br />STEEL TURING N/PENEIRITOR slopes of the driveway, all fill shall be compacted to 95% relative compaction. <br />ANCHOR. ^ fit II s.ope 2:1. <br />�j 6. Pipes shall be Reinforced Concrete, or 0.079" Galvanized Corrugated Steel pipe, <br />r W (CONTACT SJC TRAFFIC MAINTENANCE DIVISION requirement.he size vanes according to the hydraulic requirement. <br />(209) 468-3088 FOR LIST OF VENDORS.) DRIVEWA I <br />IMPRGVEMENT STANDARD N0. R - 17 <br />41 [ RURAL, AG, &TEMP <br />in z\\` ///_ _ <br />so <br />4 Wire mesh <br />NOTES_ ��=�,� _s" .. � <br />f. - <br />1One <br />- ) et each <br />street <br />ka'i ,a is required <br />C 9� <br />TYPICAL SIGN Where dicateole, street Home signs -.s are . y y <br />- shat'. indicate terminal sreets 2 BIoGc umbers are to be acqu7ed TI /! <br />TRAFFIC SIGNS (See said I aelow) f oagain County SEc .ON A -A I Dia <br />� Commu ity Development Department. e t� <br />IMPROVEMENT STANDARD N0. R-26 3. See rnprovement plans for a <br />location of traf'-c control devices. <br />w �4 the length of the street sign W ^esh- <br />2 Typ. vc,es due to the length of <br />the street name. r--- <br />STI�I l <br />v 5. See Standard hawing No. R-23 for 11 <br />/`i � NI 1 JU D. proposed sidewalk sign locations. ­{ 1-6^ <br />/ \ -4 4 6. Stop signs shall 5e 30" forsion SECTION B-13�- <br />( <br />areas and for internal subdivision <br />-1/2" R (typ) nu streets; 36" for rural areas and <br />ov for streets which intersect County J <br />roadways, also to be preceded by - - <br />3 - TYPICAL STREET SIGN a W17, 36" stop ahead sign with B A� FRONT VIEW <br />5/g • p 3 3 4' R appropriate pavement marVirgs. <br />A A 7. Street name sign shall be visible - <br />3" to nil traffic entering the � <br />,�\\y� g int _ rsection F <br />\ MQNUM / from all directions I <br />S. Signage Po- private -ands shall have <br />C <br />the letters (PVT) In yellow with black Construct cut-off J <br />at the end of the road name. wc'I srocod the W <br />entire Der meter <br />1/2" PATTERN LETTERSCT Edge a' pave-ent <br />COVER 1/2"X1" _ -FRAME - M A� N 100 E or back of dike Toe of \ <br />channel slope <br />LIFT' <br />IFT <br />HOLES ckV Stop and streetiD - - - <br />MACHINED \ T 2' clear to B-� A® -d _ -6 <br />sign locationPRI <br />SEATING �I 1" edge of L �� TOP VIEW jam/ <br />SURFACES -� pavement �, `'I i' 6 m n ,r <br />\ - N Mite, cut pipe ---- <br />N N Th �s"III <br />aeh i °"`� <br />n p - �/ I RECORD DRAWING pPOFE35/p�q <br />1/4 6' rural �2' dear _ �� 0 E. 2'� <br />u <br />-� + Match channel side slo e ,r('il1Al1QE RH,64a7s� � <br />z ,/z" 3'-6" (4-6°) I r urban STOP AND STREET SIGN p �2` y/ <br />to edge of pavement '' Wire Outr / /G !Yi <br />1 1/2" o- LOCATION DETAIL/'� _- _ * No 42 <br />DIAMETER * In URBAN Locatbns �• W 6'-0" pp immure o 6) 4nv P2 Snr lac,: Thin fi wm�l''hntllr' 4. Fi0.3/aU� <br />¢ s <br />Toe of channel W 2 x e dip 3' ",.! in it -it;nn Fu tnSnnrtinn T ,r e�1r <br />1/4" �\ccC;j__�� 3' 6" or more to °ace of post S core "y2F OP <br />O/VIS i� <br />SECTION A -A p / aFCAtIE <br />T iroYF In RURAL Locations NUTS 1. Use close B concrete or <br />SKARFESTEEL TURINC�IC TED( �� 7 t6hroxughout grouted boles as specified. <br />Of more t0 face o` pOSt <br />NOTES: W�PENEIRATOR ANCHOR _ ?� 9 concrete wire mesh <br />1. FRAME AND COVER SHALL BE MANUFACTURED OF CAST IRON 505" SECTO.N. C -C DRAWN BY: E <br />CONFORMING TO ASTM A -48 -CLASS 30. (CONTACT W MAINTENANCE DIVISION CLEMENTS OAKRIDGE ESTATES <br />2. FRAME AND COVER SHALL BE HS20-44 RATED. (209) 468-3DB8 FOR LIST OF VENDORS.) BLACK SYMBOL--- Y EROSION CONTROL MODIFIED SCALE: <br />YELLOW BACKGROUND 0 PIPE DISCHARGE IMPROVEMENT STANDARD N., AS NOTED <br />3. FRAME SHALL WEIGH APPROX. 22 LBS. EN n- U-22 DETAILS & STREET SECTIONS -- <br />COVER SHALL WEIGH APPROX. 7 LBS. TYPICAL STOP AND STREET _ <br />6.00" � .,, ! COUNTY APPROVAL prcPaReo r1v Tug o ICE oE� SHEET n OF 20 <br />4. FRAME AND COVER SHALL BE COATED WITH BITUMINOUS MATERIAL SIGN INSTALLATION �1 JR.,,'t',, •" �A<<�^ N0.1 DESCRIPTION APPROVED BY DATE BAUMBACH_& PIAllA. INC. J <br />CONFORMING TO A.W.W.A. 0203. DETAIL CAUTION!! <br />5. COUNTRY OF ORIGIN AND MANUFACTURER SHALL BE CAST INTO FRAME AND COVER. CIVIL ENGINEERS DATE. Ir -17-405 JOB NO <br />NOTE; Bulb symbol shall be towards end of Cul-de-sac O� o 323 WEST ELAS STREET 0358 <br />STANDARD STREET MODIFIED �/ 2 LORI, CA61F0RN 95240 RC.E. NO 42764 <br />SURVEY MONUMENT , , n,1 in. C�j-M1 DO NOT SCALE THTS > oEGlc NoeR THE "ENVISION OF <br />FILE No. <br />FRAME &COVER IMPROVEMENT STANDARD No v11 SIGN DETAILS IMPROVEMENT STANDARD No .�a DRAWING IF BAR DOES � � EXP DATE �'3�-��' G-1274 <br />of cwt NOT MEASURE I INCH. '- DESIGN ENGINEER <br />5\PROJECTS\2003\0358\dwg\0758_06T2-Pdwg 05/16/05 8-54am-ESETNESS-AREF3 0358_24x36_S1Co_dwg 0358TOPO.dwit 0358HC_Jwg <br />