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1::1 <br />Reflective Sheeting Sign -California Highway <br />Code Type NR (24" X 24") <br />Reflective Sheeting Sign - Reflective Sheeting Sign - <br />3/8" galvanized 2' <br />a <br />State of California Highway Code WState f CaliforniaHighway <br />Code SW -42 (30"x30") (24"x48") <br />bolts & washers at end <br />T <br />CL <br />IGNS-------------------- <br />gns shall be posted on 2" X 2" <br />ti <br />42.0' 40.0'uare R/W <br />perforated steel tubing withI <br />enetrator anchor. 'a <br />32 0' <br />Reflectors symmetrically iv <br />placed 12' t O.C. <br />.I 2. Sign - State of Calif. Hwy. Code " �' <br />SW -43 shall be posted at curves I a I m <br />F <br />( ) R /W <br />17 0' 20.0' <br />when needed. �o� a <br />6•'x6" dense <br />2•'x8" select grade structural grade <br />EXISTING <br />Douglas Fir surfaced Redwood, treated <br />four sides. Hemlock or treated ! N <br />- <br />- Reflective Sheeting Sign - o <br />CENTERLINE ROAD <br />EXISTING EDGE EXISTING EDGE <br />Douglas Fir surfaced <br />12' Max. four sides. <br />D State of California Highway <br />Code •Type N -Y" (24" X 24") o a <br />OF PAVEMENT OF PAVEMENT <br />Evenly Spaced <br />TYPE "A" <br />N <br />+ <br />10.6'f 10.6'f <br />T INTERSECTION SIGN ��� o ��j%� <br />Reflective Sheeting Sign -Calif. Hwy. <br />(post across from intersection) <br />Code W31, 30" SizeN <br />Center on Barricade. " I <br />+ <br />JN <br />4.5' 5.0' 20.4'± <br />E NI D <br />T, A <br />Reflective Sheeting <br />d <br />QD LD THROUGH <br />N N STREET LANE REDUCTION <br />Reflective Sheeting Sign <br />NATIVE FILL <br />Sign -Calif. Hwy. <br />END a Code W31 <br />State of California Highway <br />Code W53 (24" X 24") SIGNING <br />TRANSITION <br />2% t <br />(30" x 30") <br />p <br />- - <br />or as required by S.J. Co. <br />F <br />_ Public Works Dept. 1. Center the lane reduction sign <br />0 o behind Type A" barricade <br />Reflective Sheeting <br />n �' (barricade to be placed on a <br />Sign -Calif. Hwy. <br />Code Type NR <br />CENTER REFLECTOR a <br />skew with Type N -Y signs <br />o o Sian Support System (Tvp.): attached). <br />I 2" x 2" Square Perforated Steel <br />" <br />6" AC (TYPE A) OVER 8" AB (CLASS 2) SAWCUT 1 MIN. EXISTING NEW 12 WATER LINE <br />(24" X 24") <br />FOR TYPE "A" BARRICADE <br />Tubing w/Penetrator Anchor 2. Place Class 1 flexible past <br />(c.al«I:se.aa"rTwrcuO:�t..aw. delineators (cal Trans A73C) at <br />ON 12" COMPACTED SUBGRADE TO 95% R.C. PAVEMENT FOR NEAT LINE <br />i.e�-'08° ro. °^^fO"i° 10 : 1 taper preceding the <br />) <br />Sign Support System: <br />Type A barricade (minimum of <br />NEW 8" SANITARY SEWER LINE <br />[O 2" x 2" Square Perforated Steel <br />NOTES: Tubing w/Penerator Anchor <br />N (Coma.+ s.l. ca"tr rnxr u�inr w <br />\ 0 5 delineators). <br />\ _"N, . \ 3. Pavement lane reduction arrows. <br />(DEPTH VARIES) <br />onion (209) 16e-30(19 fa Oop.a.d <br />1. Barricades to be as wide as street R/W IM °f Men°p1) <br />u \ <br />N 4. W 11, transition sign. <br />NOTE THORNTON ROAD <br />2. Barricades to be painted white using 2 �t �� <br />coats of "Exterior Alkyd Resin Hi -Gloss TYPE B <br />o <br />STRUCTURAL SECTION PER <br />Enamel" over a compatible primer. Cul -de -Sac only <br />TYPICAL SIGN <br />PREVIOUS THORNTON ROAD <br />REALIGNMENT PROJECT. <br />!! Po <br />App� by <br />BARRICADES FOR <br />w•"°' <br />TRAFFIC SIGNS <br />9 <br />2 w.2aoa Deg <br />TERMINATING STREETS <br />xomw o Peg=wade <br />r=Lo - <br />R -VALUE = 25 <br />FM. aes <br />o <br />931 <br />p;., <br />�'+•^ ^.' <br />COUNTY OF SAN JOAQUIN <br />Dot- JUNE 19971 <br />COUNTY OF SAN JOAQUIN <br />°°°' JUNE 1997 <br />T.I. = <br />�+• NONE <br />Sim. NONE <br />orewnvtwr a< nac woiaa <br />Drati^9 ra. R-24 <br />9rviwnwur °` ruu w9"a <br />°^.^_ "°. R - 26 <br />BARRICADES FOR TERMINATING STREETS <br />TRAFFIC SIGNS <br />TYPICAL SECTION <br />1 <br />2 <br />3 <br />SCALE: NTS <br />SCALE: NTS <br />SCALE: NTS <br />36" (E) STORM DRAIN <br />FUTURE GRADE MIN. REQUIREDI FILL IF NEW NEW CG&S EX. EP EX. CL <br />CAST -IN-PLACE CONCRETE PIPE <br />� <br />'• '• <br />5-6 WIDTH AS SHOWN ON PLANS 5-6 <br />_ <br />CG&S ARE I OT INTALLED FL=9.90 9 EL= 10.4f EL -10 6f <br />4. <br />EX. GRADE 4.1 COVER --------- <br />DRIVEWAY TRANSITION <br />a_�_ <br />•CURB <br />_ _ _ _ _ _ _ _ _ _ _ _ _ --------------------- <br />- - --- - -- ---------- <br />L - - <br />10 <br />AS REQUIRED <br />10- <br />O <br />-_------- <br />--- -------------------- ------- <br />___________________ 27LFf 6"D.I. SANITARY LATERAL S=0.01 <br />1, <br />� <br />_SCOREz <br />' <br />__________ <br />FUTURE LATERAL 2 0' COVER r� IN=6.65 8"SS MAIN (CONC. ENCASED) <br />Standard storm drain manhole <br />refer to Standard Drawing <br />rn <br />; <br />LINE <br />5 <br />......... ......... _.... t.. ...... ... ........1 <br />MIN..- <br />5 <br />#5 Rebars (typical) Na. D-,7.EXI <br />I� <br />(1 : IN=5.56 I.. <br />ANSION <br />3 <br />EX. 12"SSFM EX. DUAL 6"SSFM <br />3' Opening <br />Max. (See Note No 3) <br />FACE OF CURB <br />IN=5.3f IN=4.Oi <br />(F) 42' R/W THORNTON ROAD STA 8+70 CL <br />10 LF 8" (N) SEWER <br />-*3' <br />Flexible Coupling <br />DUCT. IRON PIPE <br />PLAN <br />Flexible Flow �r a' Dia. <br />_. <br />OF WALKNEW <br />pp OFC B <br />FUTURE GRADE CG&S EX. EP EX. CL <br />_ L=9 7f EL 9. <br />FL 9 20 E 9 f <br />Coupling- <br />/ _. <br />Grout to <br />RAMP 45' BEVEL <br />10 <br />EX. GRADE COVER ----- - --- <br />---._---L-_ - - <br />10 <br />A A Foundation2.3' <br />3.. <br />- - - - -._-__- -- - <br />------ ----- <br />------ L ------------------- <br />I --:. <br />3/4• LIP <br />27LF 6" ANITARY TRA <br />-_-_-_-_-_-_-_-_-_-_-_-_----_-_-_-- - <br />,'-o" <br />Min. �= <br />ELEVATION <br />.I. <br />_ _ ,� <br />�' 8 SS MAIN (GONG. ENCASD) <br />2„ <br />FUTURE LATERAL 2.1 COVER <br />Grout smooth - <br />all edges Flow <br />2'-0• 7'-0• TRANSITION <br />5 <br />_ - - I - --__ -1N=6.55.____........ ___ 1_ ____ <br />(1, MIN. <br />5 <br />of pipe opening <br />t i <br />EX. 12"SSFM EX. DUAL 6"SSFM <br />8• <br />Class B :<: <br />RAMP <br />2 <br />IN=4.81 IN=3.7f <br />Concrete <br />�_5' <br />I 3/4• "P <br />... <br />THORNTON ROAD STA 11 +50 <br />42' R/W CL <br />Min. <br />'e <br />(F) <br />m <br />10'-0" <br />11 <br />> > 2• <br />FUTURE GRADE EX. EP EX. CL <br />PLAN VIEW SECTION A -A <br />N <br />SECTION A -A <br />10 <br />NEW PAVEMENT <br />EX. GRADE 1.3' COVER EL -9.31 EL=9.5f <br />=- --- <br />10 <br />NOTES: <br />--- ---- <br />-------------------- <br />---- _ <br />-------- -------- - - - -- - - - --- --- <br />------ ---------------- ------------------------ ---- L----------------------- 7 --- ---- <br />12• GROOVED BORDER. <br />NEW CG&S 8"SS MAIN (CONC. ENCAS(D) <br />NOTES: <br />2 #4 BARS 1B• O.C. EACH WAY. THE ENTIRE WIDTH OF DRIVEWAY AND RAMP. <br />❑ <br />FL=8.82 <br />I IN=7.20 I <br />i. The foundation shall be a minimum of 5' for 44" O.D. pipe and smaller. <br />5 <br />.. ....... ..... j / �.. {..... <br />5 <br />aEtgsror+ DATE <br />COUNTY WIDE IMPROVEMENT STANDARDS <br />2. For pipe larger than 44" O.D., the foundation shall extend a minimum <br />of 8" beyond each side of thei e. <br />COUNTY OF SAN JOAQUIN <br />I » rr <br />6 SSFM <br />EX. 12 SSFM EX. DUAL <br />3. Opening to be 3' long x (I.D. of pipe) wide, up to 36" I.D. pipe. <br />TYPE 2 <br />For pipes larger than 36" I.D., opening to be 36" diameter or square. <br />COMMERCIAL DRIVEWAY <br />IN=4.41 - <br />�AS MODIFIES <br />STANDARD 0��12 <br />THORNTON ROAD STA 13+15 <br />MODIFIED SJC D-18 SADDLE -TYPE MANHOLE <br />�� TYPE 2 COMMERCIAL DRIVEWAY (CURB RAMP) <br />SERVICE LATERAL CROSS SECTIONS <br />6 <br />4 <br />SCALE: NTS <br />SCALE: NTS <br />SCALE: 1 " = 5' <br />$pOB.s p0 <br />v <br />THE COUNTY STANDARD PLANS SHOWN HEREON <br />�pFESSI <br />�N K s W <br />�ypIFESSI <br />�• 1, W <br />K K J E LD S E N <br />SAN JOAQUIN COUNTY <br />Revisions <br />Design <br />AMC <br />Scale <br />Date4/10/08 <br />By <br />A <br />e <br />�o� <br />�0= <br />No. <br />Description <br />Date <br />g <br />Sheet Number <br />ARE FOR REFERENCE ONLY.4?� <br />Z <br />�� z <br />Post Office Box 844 <br />$ S I N N O C K <br />THORNTON ROAD <br />N.T.S. <br />o <br />CONTRACTOR IS REQUIRED TO OBTAIN ALL <br />N NO. 32192 x w <br />X NO. 61898 A w <br />71 N. Pershing Avenue <br />Drawn <br />CURRENT STANDARD PLANS AND SPECIFICATIONS <br />P. ,2/'/ 0_ <br />°`P' 9/3°/2-4. 0 <br />N N E U D EC K Stockton, CA 95201-0844 <br />FRONTAGE IMPROVEMENT PLANS <br />JDK <br />Original Drawing Scale <br />13 Of 15 <br />0o <br />AND TO ENSURE THAT THE CONSTUCTION <br />' cf t Z <br />�Il� w <br />9rF CIV o <br />Office: (209) 946-0268 <br />INC. Consulting Engineers Faxes: (209) 946-0296 <br />0 <br />Check <br />CONFORMS TO COUNTY REGULATIONS THEREIN. <br />UF CA' `` a <br />°� rk-(` a <br />and Land Surveyors E-mail: KSN®ksninc.com <br />DETAILS <br />SKS <br />� J <br />Project File No. <br />ee v <br />.fie. amt <br />4-IDA4 <br />1616-0000 <br />