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Right of way data R=50' A=262'49' 10" Arc=229.35' Right-of=way data R=50' A=41'24'35" A Arc=36.14' /I I i 1 See note 1 � I � \ I I \ I \\ I Right-of-way data R=50' 66.14' A=41'24'35' Arc=36:14' Crown line data Right-of-way data R=162.50' R=50' A=32'12'18" A=240'00'00" Arc=91.33' Right-of-way data Arc=209.44' R=50' - q a Crown line can be moved to within 7' of outside curb. 50', min. - n W J I t.5$ 9 x 'Z7 14ld `l� J` .gyp. �7t I It .1.5% of way 5 Curb Radius -/I\ \lit See Note 1 * 20' for intersection of 50' R/W and 60' R/W streets 30' for intersection of 50' R/W or 60' R/W streets, with 84' R/W and 110' R/W arterials * Expansion Joint (type) /-- 2 1/2' Street name sign -Stop sign location (if required) -- Back of walk A=60'00'00" EDGE OF GUTTER ' f Arc=52.36' CURVE DATA ,� ;� Expansion Joint (typ.) 0 1 > 75' use R = 25' 11 65' to 75' use R = 30' c`r'v \ �- Crown 55' to 65' use R = 40' I o m ` 10' -Face of Curb Stop Bar Location —� cb R = Il! R + 10' 1 (if required) I R - It R + W/2 yv � Cr wt H : I Notes: 86.60' NOTES: ( 1. Curb radius shall be 30' for intersection of 50' R/W and 60' R/W streets NOTES: 0' i and 40' for intersection of 50' R/W or 60' R/W with 84' R/W or 11R/W ortenals. 1. Cul-de-sacs: apparent, are g Except where special circumstances of design a , 1. Elevations are required where circled. 2. Catch basins, sign posts, utility poles or other obstructions are not to be P 2. Limits of slope, crown line to outside gutter, cul-de-socs shall not be more than 660' nor less than 150' in length and maximum = 3.8%: minimum = M located within the wheelchair path area. sholl terminate with a turn -around with a radius of not less than fifty feet (50'). 3. All facilities (curb, gutter, sidewalk, AC dike, and 3. See Standard Drawing No. CW -7, R-10, 11, 25 for curb, utter & sidewalk 2: Bulb may be offset to either side: edge of pavement) shall be equidistant to the right handicap ramp and sin details. 8 3: All facilities curb, utter, sidewalk, AC dike, and ed a of 9 ( 9 g pavement) shall be of way line. equidistant to the property line. ® S=1:12 max., 1:15 min. No. Ravlaa0 9Y MMowd by w. N,dr1 1 TURNAROUND FOR SUPERELEVATED4 MLM Rb. 1988. PDN°• Ravish By INavad by RESIDENTIAL ' t 1P b�"„y JLD KNUCKLE 1 Feb. 1996 PD LOCAL CURB RETURN D JLD CUL-DE-SAC STREETS 4NR11d by COUNTY OF SAN JOAQUIN Date JUNE 1997 Owd" by COUNTY OF SAN JOAQUIN Ow -JUNE 1997 1 JLD w m Iub c rsa some NONE 00-AMUM Of FlINle vents Drawing No. R-18 410 glrrssar or nsia Mggl s NONE °ia'"r "• R - .p °"~~d by COUNTY OF SAN JOAQUIN —nate JUNE 1997 j Sign -State of Calif. Hwy. !?^!* NONE asNmsNr a neat Mau: NOTES: Sign - State of Colif. Hwy Code W-57 (24"x48") I "" "" ~- R—Z3 N Code SW -42 (30"x30") I » 1. One street sign is required ? Typ. REFLECTOR � at each intersection. Sign - State of Calif. Hwy. Code W53 (24"x24") SIGNING or as required by the c o Public Works Dept. 1. Center the Ione reduction sign a° I behind Type A barricade (24" x 24") 2. Block numbers are to .be acquired to skew with Type N -Y signs etreatedoDouglas j j pressure attached). to I I NOTES: p A_ A 1� I ST " �J 1 or pressure treated from the : Son Joaquin County Developement Department. N Dou las Fir post Type A barricade (minimum of SIGNS 5 delineators). _ I I ?5' ' V' /� (r 100 E iO \\ Community 3. Pavement lane reduction arrows 'o Flatten i e 40' Min. I "10l by 3. See improvement plans for TERMINATING STREETS 1. Signs shall be posted on 2" I.D. galy. was Ill JLD I T (Yp') I _ - ;* COUNTY OF 'SAN JOAQUIN oewmar location of traffic control devices.10 Data JUNE 1997 pipe in urban areas and either pipe or e min I 15' (Typ.) I ; 1/2" R (typ) it M 4. The length of the street sign » 4x4 posts in rural areas. S I Radius I , varies due to the length of 2. Stop sign sizes shall be 30" for I , Optional TYPICAL STREET SIGN 5. the street name. See Standard Drawing No. R-23 for 0 I urban areas and 36" for rural areas. I I o 15' I wglllllllgI I proposed sidewalk sign locutions. 'n 3. Sign State of Calif. Hwy. -Code (T 40' 40' Min. 6. Stop signs shall be 30" for urban SW -43 shall be posted at curves 3 j ` P 9 when needed. 25 areas and for internal subdivision i 20' `-Radius Optional streets; 36" for rural areas and 1 for streets which intersect County I 15' t roadways, also to be preceded by Sign - State of Calif. o I I (TYP•) rt a W17, 36" stop ahead sign with appropriate pavement markings. io 1 Hwx. Code type N -Y" 24 x24 (reflective i MAIN ST i yellow background) 15' HAMMERHEAD ", oo E7 I r'l,., � eclear to T O edge of pavement *3'-6" (4' -6 - to edge of pave 6' rural 7' urban X 0 N Edge of pavement or bock of dike /Stop and street sign location 2' clear 2" 1. D.---►�J—L STOP AND STREET SIGN gah. pipe LOCATION DETAIL 100flatten pipe * In URBAN Locations 3'-6" or more to face of post TYPICAL STOP AND STREET In RURAL Locations SIGN INSTALLATION 4'-6'' or more to face of post No. Ravin Br APM IS W n STANDARD STREET .SIGN DETAILS Draw, by JI.D a*" a COUNTY OF SAN JOAQUIN Sol NONE. onvasw or PLOW -APO- - gwls a. 5U e;;Ijf `00a . 381 Drawing No. rn- T INTERSECTION SIGN (post across from intersection) `j N n � N N LANE REDUCTION L Not to Scale f R=50' (TYPO Not to Scale 68.42' —� R=41' 111 iNi \ (tun 'ip P 4. W 11, transition sign. CUL— D E — SA C ! —L_ TYPICAL SIGN Ns, a•... a Olson b JLD I . 1W seer NONE Not to Scale NOTE: See standard Fl -b and Fl -c for details and requirements rPMa•as b %i%.v�Cllt�. w. � b N~•a.as b TRAFFIC SIGNS FIRE ROADS AND DRIVE YS grown by JLD OVER 150 FEET LONGllllllll`• COUNTY OF SAN JOAQUIN °"' JUNE 19971a W4 y COUNTY OF SAN JOAQUIN al SEPT. 1991 arfaigeR or rune Maud o•.+� N. ss.. NONE guvtntmR gr Net¢ Mgua awvss Ns F - 10 CodeTypeNR (24"vx 24")y v� 3/8" galvanized 2• bolts & washers at end a' co 1: 1 :.i 1 .t i7 I Reflectors symmetrically N placed 12' t O.C. _ \\� \ 6"x6" dense 2'W select grade structural grade Douglas Fir surfaced Redwood. treated toI four sides. Hemlock or treated -I i4 12' Max. Douglas Fir surfaced four sides. Evenly Spaced TYPE "A" Reflective Sign -Calif. Hwy. Code W31, 30" Size 1 " Center on Barricade. E N D aEIID Sign -Calif y Code W31 (30" x 30") CENTER s°a' REFLECTOR � Sign - State of Calif. Hwy. Code W53 (24"x24") SIGNING or as required by the c o Public Works Dept. 1. Center the Ione reduction sign a° "A" BARRICADE behind Type A barricade (24" x 24") (barricade to be placed on a skew with Type N -Y signs etreatedoDouglas 0j 1 pressure attached). to Fir post (typ.) or 2. Place Class 1 flexible post NOTES: I 2 I.D. goly. as delineators (Cal Trans A73C) at a or pressure treated required 10 : 1 taper preceding the Dou las Fir post Type A barricade (minimum of as wide as street R/W 5 delineators). 2. Barricades to be "Exterior _1_--_ painted white using 2 iO \\ $11319 3. Pavement lane reduction arrows 'o Flatten i e L Not to Scale f R=50' (TYPO Not to Scale 68.42' —� R=41' 111 iNi \ (tun 'ip P 4. W 11, transition sign. CUL— D E — SA C ! —L_ TYPICAL SIGN Ns, a•... a Olson b JLD I . 1W seer NONE Not to Scale NOTE: See standard Fl -b and Fl -c for details and requirements rPMa•as b %i%.v�Cllt�. w. � b N~•a.as b TRAFFIC SIGNS FIRE ROADS AND DRIVE YS grown by JLD OVER 150 FEET LONGllllllll`• COUNTY OF SAN JOAQUIN °"' JUNE 19971a W4 y COUNTY OF SAN JOAQUIN al SEPT. 1991 arfaigeR or rune Maud o•.+� N. ss.. NONE guvtntmR gr Net¢ Mgua awvss Ns F - 10 CodeTypeNR (24"vx 24")y v� 3/8" galvanized 2• bolts & washers at end a' co 1: 1 :.i 1 .t i7 I Reflectors symmetrically N placed 12' t O.C. _ \\� \ 6"x6" dense 2'W select grade structural grade Douglas Fir surfaced Redwood. treated toI four sides. Hemlock or treated -I i4 12' Max. Douglas Fir surfaced four sides. Evenly Spaced TYPE "A" Reflective Sign -Calif. Hwy. Code W31, 30" Size 1 " Center on Barricade. E N D aEIID Sign -Calif y Code W31 (30" x 30") CENTER s°a' REFLECTOR � -Sign-Calif Hwy Code Type NR FOR TYPE "A" BARRICADE (24" x 24") to 4"x4" Redwood NOTES: I or pressure treated iv Dou las Fir post 1. 'Barricades to be as wide as street R/W PIP?" 1' D. golv. 2. Barricades to be "Exterior _1_--_ painted white using 2 coats of Alkyd Resin Hi -Gloss TYPE $11319 Enamel" over a compatible primer. Cul -de -Sac only No. Ravisad By 1 robe 1999 *o BARRICADES FOR "10l by TERMINATING STREETS ri? was Ill JLD "a y NONE COUNTY OF 'SAN JOAQUIN oewmar Data JUNE 1997 a- rtlsrc agne Drawing Na. R-24 No. 15372 ExA 3-31-0 VALLEY _CREST SUBDIVISION PARTIAL LIST -APPLICABLE STANDARD PLANS EARNEST F. SMITH - CIVIL ENGINEER 53M SOLARI RANCH STOCKTON. CALIFORNIA 95215 p 0ME(209) 931-1375 DATE ' R.C.E. ND.: 15372 II EXP. DATE. 3-31-03 SHEET