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1j) x See Note 7 x cl LO 2 Typ. MAIN ST � 100 E TT 1 /2" R (typ) N M 00 LO TYPICAL STREET SIGN May be installed on SW -42 sign T See Note 7 MAIN loo �— Black symbol on yellow background 2' clear to T 0 P ° edge of E pavement N Diamond Grade —T Sheeting 6' rural NOTES: 1. One street sign is required at each intersection. 2. Block numbers are to be acquired from the San Joaquin County Community Developement Department. 3. See improvement plans for location of traffic control devices. 4. The length of the street sign varies due to the length of the street name. 5. See Standard Drawing No. R-23 for proposed sidewalk sign locations. 6. Stop signs shall be 30" for urban areas and for internal subdivision streets; 36" for rural areas and for streets which intersect County roadways, also to be preceded by a W17, 36" stop ahead sign with appropriate pavement markings. 7. Use the following for terminal streets less than 300 feet in length: 5.05' r7 Edge of pavement or back of dike *3'-6" (4'-6") 0 7' urban Stop and street to edge of pavementsign location ° 0 n /x I N ° 2' clear Sian Support System: ° 2" X 2" Square Perforated Steel STOP AND STREET SIGN Tubing Penetrator Anchor LOCATION DETAIL (Contact: S.Jj.. County Traffic NoiM4nwiw ") 3oeP�r DM"e tar aay.d sat of * In URBAN Locations 3'-6" or more face of post TYPICAL STOP AND STREET In RURAL Locations s SIGN INSTALLATION 4'-6" or more to face of post No. Rw "d By STANDARD STREET SIGN DETAILS r ' 1997 n lff SUR ^ti 3 February 2004 DBS 3 5/8" R 3 3 4" R a°"° or JLD A — - A awawa by III— \ 3�R Date JUNE 1997 Dro-ing No. R-25 so.» NONE io M NU j�\J 1/2" PATTERN LETTERS San Support System (Typ.): 2. COVER 1/21X1" FRAME II°I x LIFT co 00 204 Code "Type N—Y" HOLES MACHINED SIGNS SEATING o SURFACES 1. Signs shall be posted on 2" X 2" 0 N 0 N ° r f 1 ° 1/4 N 2 /2" I 1 1 1/2- 6' 1/4' SIGN T GN DIAMETER LO o SECTION A—A NOTES: o 1. FRAME AND COVER SHALL BE MANUFACTURED OF CAST IRON CONFORMING TO ASTM A-48—CLASS 30. 2. FRAME AND COVER SHALL BE HS20-44 RATED. 3. FRAME SHALL WEIGH APPROX. 22 LBS. COVER SHALL WEIGH APPROX. 7 LBS. 4. FRAME AND COVER SHALL BE COATED WITH BITUMINOUS MATERIAL CONFORMING TO A.W.W.A. C203. 5. COUNTRY OF ORIGIN AND MANUFACTURER SHALL BE CAST INTO FRAME AND COVER. REVISION DATE COUNTYWIDE IMPROVEMENT STANDARDS COUNTY OF SAN JOAQUIN APPROVED ° SAN JOAQUIN COUNTY DATE SURVEY MONUMENT FRAME & COVER DIRECTOR OF PUBLIC WOMM IMPROVEMENT _M' CW STANDARD N0. x See Note 7 x cl LO 2 Typ. MAIN ST � 100 E TT 1 /2" R (typ) N M 00 LO TYPICAL STREET SIGN May be installed on SW -42 sign T See Note 7 MAIN loo �— Black symbol on yellow background 2' clear to T 0 P ° edge of E pavement N Diamond Grade —T Sheeting 6' rural NOTES: 1. One street sign is required at each intersection. 2. Block numbers are to be acquired from the San Joaquin County Community Developement Department. 3. See improvement plans for location of traffic control devices. 4. The length of the street sign varies due to the length of the street name. 5. See Standard Drawing No. R-23 for proposed sidewalk sign locations. 6. Stop signs shall be 30" for urban areas and for internal subdivision streets; 36" for rural areas and for streets which intersect County roadways, also to be preceded by a W17, 36" stop ahead sign with appropriate pavement markings. 7. Use the following for terminal streets less than 300 feet in length: 5.05' r7 Edge of pavement or back of dike *3'-6" (4'-6") 0 7' urban Stop and street to edge of pavementsign location ° 0 n /x I N ° 2' clear Sian Support System: ° 2" X 2" Square Perforated Steel STOP AND STREET SIGN Tubing Penetrator Anchor LOCATION DETAIL (Contact: S.Jj.. County Traffic NoiM4nwiw ") 3oeP�r DM"e tar aay.d sat of * In URBAN Locations 3'-6" or more face of post TYPICAL STOP AND STREET In RURAL Locations s SIGN INSTALLATION 4'-6" or more to face of post Right of way data R=50' A=262'49' 10 Arc=229.35' Right-of-way data R=50' A=240'00'00" Arc=209.44' i- 25/ 25' /A Right—of—way data / R=50' / A=41'24'35" / Arc=36.14' / I � I See note 1 50 � I \� I Right-of-way data R=50' A=41'24'35" f 66,141\ Arc=36.14' Crown line data R=162.50' A=32'1 2' 18" Arc=91.33' /1 / / I — I / � Crown �—line Right—of—way data R=50' A=60'00'00" Arc=52.36' 50' 1 NOTES: F _ 86.60' —� 1. Cul—de—sacs: Except where special circumstances of design are apparent, cul—de—sacs shall not be more than 660' nor less than 150' in length and shall terminate with a turn—around with a radius of not less than fifty feet (50'). 2. Bulb may be offset to either side. 3. All facilities (curb, gutter, sidewalk, AC dike, and edge of pavement) shall be equidistant to the property line. No. RWIMd By TURNAROUND FOR APp"W.dey PD RESIDENTIAL Direct" of Public Woft Do by JLD CUL—DE—SAC STREETS °wdid by COUNTY OF SAN JOAQUIN Dar JUNE 1997 socis NONE DEFAMIDU OF Fueuc wowcs Drawing No. R-18 No. Rw "d By STANDARD STREET SIGN DETAILS APWr d by ' 1997 n 2 Nararber 200.5 DBs 3 February 2004 DBS Director of Public Wylie a°"° or JLD Code SW -42 (30"x30") awawa by COUNTY OF SAN JOAQUIN DU%RrMENr OF "'rout wows Date JUNE 1997 Dro-ing No. R-25 so.» NONE Right of way data R=50' A=262'49' 10 Arc=229.35' Right-of-way data R=50' A=240'00'00" Arc=209.44' i- 25/ 25' /A Right—of—way data / R=50' / A=41'24'35" / Arc=36.14' / I � I See note 1 50 � I \� I Right-of-way data R=50' A=41'24'35" f 66,141\ Arc=36.14' Crown line data R=162.50' A=32'1 2' 18" Arc=91.33' /1 / / I — I / � Crown �—line Right—of—way data R=50' A=60'00'00" Arc=52.36' 50' 1 NOTES: F _ 86.60' —� 1. Cul—de—sacs: Except where special circumstances of design are apparent, cul—de—sacs shall not be more than 660' nor less than 150' in length and shall terminate with a turn—around with a radius of not less than fifty feet (50'). 2. Bulb may be offset to either side. 3. All facilities (curb, gutter, sidewalk, AC dike, and edge of pavement) shall be equidistant to the property line. No. RWIMd By TURNAROUND FOR APp"W.dey PD RESIDENTIAL Direct" of Public Woft Do by JLD CUL—DE—SAC STREETS °wdid by COUNTY OF SAN JOAQUIN Dar JUNE 1997 socis NONE DEFAMIDU OF Fueuc wowcs Drawing No. R-18 ') to THRO STRI N N \ to Reflective Sheeting Sign —Reflective Sheeting Sign — F M,,q 20D1 pea State of California Highway State of California Highway r -i Code SW -42 (30"x30") Code W-57 (24"x48") Sign c p O � j � ° o r o io ° State of California Highway San Support System (Typ.): 2. Place Class 1 flexible post II°I a Code "Type N—Y" (24" X 24") N 101 SIGNS rm or ywWors) o 0 1. Signs shall be posted on 2" X 2" 0 0 square perforated steel tubing with ° r ° penetrator anchor. 5 0I 2. Sign — State of Calif. Hwy. Code SIGN T GN � LO o SW -43 shall be posted at curves o /� needed. ° eewhen I0 N 0 NOT, A ° ° ') to THRO STRI N N \ to LANE REDUCTION ° 2 F M,,q 20D1 pea Mw by JLD 0h**W by or required S.J. Co. 1. ° Reflective Sheeting Sign c p O � j � ° o r o io ° State of California Highway San Support System (Typ.): 2. Place Class 1 flexible post C'4 a Code "Type N—Y" (24" X 24") o Type A barricade (minimum of rm or ywWors) o T 3. Pavement lane reduction arrows. 0 r 0 e SIGN T GN � o /� (post intersection) N NOT, A t' ') to THRO STRI N N \ to No. ftWmd ey LANE REDUCTION ° 2 F M,,q 20D1 pea Mw by JLD 0h**W by or required S.J. Co. 1. I I behind Type barricade c p O � j � ° o r o No. ftWmd ey LANE REDUCTION Ift. 6.r 2007 ase 2 F M,,q 20D1 pea Mw by JLD 0h**W by or required S.J. Co. 1. sods NONE TYPICAL SIGN 4. W 11, transition sign. TRAFFIC SIGNS COUNTY OF SAN JOAQUIN De -JUNE 1997 otrNmna of riwuc wawa o,wew N0. R — 26 REVISIONS SEAL ENGR. CITY APPROVAL FESS/p N0. DESCRIPTION INIT. BY DATE O F. Fy JOB N0.: 041167P15 ti� Q� SHEET BENCHMARK: DATE: 05/21/074:05 p.m. C-15372 m EARNEST F. SMITH -CIVIL ENGINEER HARMONY GROVE LANE SEE SHEET 1 SCALE HORIz.: 1"=100' EXP. 3-31-09 221 WEST OAK STREET, SUITE B-2 PHONE (209) 334-6523 SCALE VERT. ; s LODI, CALIFORNIA 95240 FAX (209) 334-2611 SUBDIVISION DRAWN : KD �9T� C 1 V 1� O��Q DATE: �' Z -oZ 15 DESIGN : EFS OF CAR.C.E. NO.: 15372 STANDARD DETAILS OF 15 CHECK : EFS E.F. SMITH, DESIGN ENGINEER EXP. DATE: 3-31-09 SAN JOAQUIN COUNTY CALIFORNIA FILE NO. 041167P15 LANE REDUCTION Reflective Sheeting Sign State of California Highway SIGNING Code W53 (24" X 24") or required S.J. Co. 1. Center the lane reduction sign 9 "A" Public Works Dept. behind Type barricade (barricade to be placed on a skew with Type N—Y signs attached). San Support System (Typ.): 2. Place Class 1 flexible post 2" x 2" Square Perforated Steel delineators (Cal Trans A73C) at a Tubing w/Penetrardtor Anchor 10 : 1 taper preceding the (Division (�488-30118 �f" apprw Type A barricade (minimum of rm or ywWors) 5 delineators). T 3. Pavement lane reduction arrows. TYPICAL SIGN 4. W 11, transition sign. TRAFFIC SIGNS COUNTY OF SAN JOAQUIN De -JUNE 1997 otrNmna of riwuc wawa o,wew N0. R — 26 REVISIONS SEAL ENGR. CITY APPROVAL FESS/p N0. DESCRIPTION INIT. BY DATE O F. Fy JOB N0.: 041167P15 ti� Q� SHEET BENCHMARK: DATE: 05/21/074:05 p.m. C-15372 m EARNEST F. SMITH -CIVIL ENGINEER HARMONY GROVE LANE SEE SHEET 1 SCALE HORIz.: 1"=100' EXP. 3-31-09 221 WEST OAK STREET, SUITE B-2 PHONE (209) 334-6523 SCALE VERT. ; s LODI, CALIFORNIA 95240 FAX (209) 334-2611 SUBDIVISION DRAWN : KD �9T� C 1 V 1� O��Q DATE: �' Z -oZ 15 DESIGN : EFS OF CAR.C.E. NO.: 15372 STANDARD DETAILS OF 15 CHECK : EFS E.F. SMITH, DESIGN ENGINEER EXP. DATE: 3-31-09 SAN JOAQUIN COUNTY CALIFORNIA FILE NO. 041167P15