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EXIST. STRUCTURAL PAVEMENT J <br />VARIES 12' - 15' <br />32' (NORTH OF R.O.W. A.P.) <br />VARIES , 28'-32' (SOUTH OF R.O.W. A.P.) <br />Lo <br />F A.C. FEATHER TO CROWN 11 MONOLITHIC 2' <br />U) MONOLITHIC <br />GUTTER <br />0 8 S15EWALK PER <br />DETAIL <br />W <br />VARIES c r. <br />7. v <br />/ ai_nt: <br />TACK AS REQUIRED <br />NEAT SAWCUT I1EIJI- <br />0.25' A.C. TYPE 'B' <br />0.60' A.B. CLASS U 314' <br />MAX. AGG. <br />RECOMPACT SUBGRADE PER SOILS REPORT <br />RECOMMENDATIONS (120 MIN. 9 95% MIN.) <br />THICKEN ASPHALT AND <br />RIGHT OF WAY APPLY TACK COAT <br />BETWEEN ASPHALT <br />AND CONCRETE <br />STRUCTURAL <br />PLANTER AREA. SEE <br />LANDSCAPE PLAN <br />1' z. <br />10` 6' <br />SL --SEE NOTL lirZD <br />$� • + ' <br />t o + i <br />Cpl I IIII lilt <br />l ll - <br />12• 113' r <br />NOTE t <br />1. SLOPE GUTTER TO MATCH SLOPE OF <br />ADJACENT PAVEMENT. <br />2. PROVIDE EXPANSION JOINTS 0 20'-0' O.C. MAX. <br />3. CONCRETE SHALL HAVE A MIINIMUIM <br />COMPRESSIVE STRENGTH OF 4 000 <br />pal 0 28 DAYS PER ARCO SPEF 301013). <br />ON-SITECURB AND GUTTER <br />NTS <br />APPLY SEALER COAT AS <br />6"x 6"- W 1.4 x W 64 ws7dN wire fris __.-It SUPPLEMENTAL CONDI" <br />3- (MIN.) COMPACTED DEP <br />12' Minimum TYPE '8" ASPHALTIC C% <br />30 Moxkrmrn 7fJ2�tMIN.) COMPACTED DEE! <br />I E'pO"`1O" Joint <br />1 ( Ii 4 / Ypanskm Joint , CLASS 2 AGGREGATE -Bal: <br />Sidewalk <br />Warp <br />DIMENSIONS <br />1 <br />Warp <br />Sidewalk -� <br />A <br />B <br />FITTINGS <br />A <br />8 <br />6" LINE <br />Curb and <br />10" LINE <br />I <br />1' - 6" <br />Gutter Line <br />2 Gutter -Z•- <br />3'- 0" <br />2'- O" <br />45• <br />2-0" <br />2'-0" <br />480 <br />Z Gutty -L <br />2 <br />LO�A5. <br />PLAN <br />rL Bock of Walk Curb Line <br />Gutter Line <br />ELEVATION 1 <br />Variable S'-6" 1 2'-0' <br />1. <br />Slope y' per I'_ _ ill <br />4: • : ` �:- <br />SECTION A -A <br />NTS <br />Variable 2'- 0" <br />Scoring Line <br />gall Broom Finish Level Line <br />♦ 12. Broom Finish <br />" <br />Slop6 <br />e • y4 oer <br />3/147 R Io <br />• :.' <br />51- 0• 6 L 12" IL <br />" <br />DowelseS arVdio. s 24" <br />spaced 12" o. e, greased and <br />wrapped one side through <br />every expansion joint. <br />NOTES; <br />I Construct expansion joints Q 200' maximum and at returns, around light poles,' <br />hydrants and other fixed objects at sidewalk' <br />2 Transverse weakened plane joints sholl be spaced 12' maximum intervals. <br />$ M014OUTHC CURB, GUTTER, AND <br />NTS <br />Li MQU1=1 I= <br />CONCRETE CURB d <br />GUTTER(CON ERUCT <br />PER DETAIL OR <br />APPROVED EOUAL) <br />COMPACTED SUBGRA <br />STRUCTURAL FILL MA A <br />COMPACTED AND PLACED <br />IN ACCORDANCE WITH SOILS <br />ENGINEER'S RECOMMENDATIONS (12' MIN. A 95% MIN.) <br />NOTE, REFER TO SOILS ENGINEER'S <br />RECOMMENDATIONS FOR SITE <br />PREPARATION AND ALTERNATE <br />PAVEMENT SECTIONS <br />5 ) tYPICAL PAVING SECTION {ON SITE) <br />NTS <br />TER AREA <br />S E LANDSCAPE - <br />PLAN FOR GROUND * 4 BAR CONT. <br />COVER CLEAR - ALL SIDES) <br />6" LY TACK COAT <br />B WEEN CONC. AND <br />ASPHALT <br />zo <br />a_D ; •, <br />0 <br />/ c> c a1 <br />COUC..J 1111" 11FAI 11 [Pill <br />(P.C.C.) CURB 10' <br />l 0 1 OONCRETE CURB (TYP.) <br />NTS <br />NTS <br />2' -Oa <br />Expansion Joint (Typ ) <br />B "s <br />t <br />bIOIES: <br />/ I \` A 11 Froto in & Gaon hall confardorm <br />No. C-6 <br />DODO QQ ( '2) " <br />I Two fest minwttum below finished Grade <br />�OD a 1 in new development. In existing streets, <br />may be less !hon 2' with the <br />c )proval of the Engineer <br />3) 24" pipe barrel shat be Close III RC.P. <br />or Class X A.C.P. <br />r_ -M- <br />Bon <br />_._r. <br />SECTION A -A SECTION B-13" <br />NTS <br />�1 <br />u <br />PLAN <br />SECTION A -A <br />NOTES, I. Irving typo grata may be <br />used as alternate. <br />2. Grate shall be fastened to frame <br />with NB's f Mot -treated chain. <br />6" WIDE S <br />TROWEL] <br />SECTION B -B <br />NTS <br />3, <br />1 <br />ASPHALT. <br />J <br />u� ''� .. .. .'..� •'�� Ile <br />'mri ° • . ' ' • , • are <br />CONCRETE GUTTER W/ 6'«6'x10' W.W.Mr1 1 <br />COMPACTED SUBGRADE. <br />7�1/e MIN. CLASS )) A.B. <br />1 V) CONCRETE SWALE DETAIL <br />NTS <br />THICKEN ASPHALT 8 APPLY <br />TACKCOAT BETWEEN ASPHALT <br />8 CONCRETE <br />NOTE, <br />INSTALL EXPANSION JOINTS <br />0 20'-O' O.C. MAX. <br />Water <br />Variable <br />Velve Bos, Frame and Lid <br />Rotor to improvement Standard No. E-2 <br />2' above ground <br />~ Concrete Anchor Block - <br />Plpe <br />Flanged by Ring -Tits Adoptoir <br />Conc Thruet Block- (As Required) Cont. Thrust Block <br />Refer to inprowmsnf 6" FWWd or Flanged by Refer to Improvement <br />Standard No. E-3 FWq-Tib Gate Valve. Standard No. E-3. <br />Tlfco Na II Too or Equal. <br />IF: i Hydrants shall be plated with'r4' outlet facing <br />directly towards the street. <br />2. Fin Hydrants shall be clean and free of concrete. <br />3. Fore Hydrants to be American Dorkng Mlode1'8-629, Drover M Ill Style 929 <br />'NslioM', Mueller 'Centurion" or "Modern Centurion% or approved equal (2-2{' <br />S 1-4 outlets) <br /># Or other size as required by the local Firs District. <br />4 NI Hydrants slaty be pointed OSHA safety yellow or as <br />required by local Fin District. <br />'I IRE HYDRANT_DETAL <br />�- NTS <br />3 <br />c <br />Break -Off Joint <br />Er&w. <br />Sinal R/W <br />Wound Future 3 <br />Motor Box Matti <br />Q <br />Sartain of Ditch <br />(if any) <br />-� ir r <br />a 3a• Reber with <br />CAlon <br />2 now etamre 12' apart <br />n <br />Ur <br />ae" Mtn. Cover below bottom <br />Star ot ditch ,(if any) <br />Service. oTm <br />Clang (1 or lager <br />Double Strap) 1. Plastic pips up to 1V I. D. service stall be ultra high molecular weight (UHMW ) <br />Polyethylene as manufactured by "Driscopipe", "OrogoburQ or approved equal <br />with minimum pressure rating of 160 psi. <br />2 Plastic pipe for 2" 1. D. service shall be PS 2110 Polybutylene or approved <br />equal with minimum pressure rating of 160 psl. <br />3. Corporation slop sholl have corporation cock threads. <br />4: Angle stop shall bow swivel nut and lock wings. <br />S. Angie stop shall be vertically plumbed. <br />6. Slee of servks line shall be as required by the County. <br />7. Mueller Inela-lits connection shall conform to ASTM Designatlan D" 2239. <br />12 ,WATER SERVICE DETAl. <br />NTS <br />CAST IRON BEND <br />4S• Man, <br />1 �P 1'. Min. <br />II/ TYPICAL SECTION THRU <br />TEE OUTLET DEAD END THRUST BLOCK <br />THRUST <br />BLOCK <br />DIMENSIONS <br />Q <br />10101z <br />FITTINGS <br />A <br />B <br />FITTINGS <br />A <br />8 <br />6" LINE <br />10" LINE <br />221/2' <br />1' - 6" <br />I'- 6" <br />221/20 <br />3'- 0" <br />2'- O" <br />45• <br />2-0" <br />2'-0" <br />480 <br />4'-0" <br />V-0 <br />90• <br />3-0 <br />- <br />26 <br />90• <br />S'-6 <br />4- <br />TEE OUTLET 1 <br />3- 0 <br />2- 0 <br />TEE OUTLET <br />d- 0 <br />4 -0 <br />DEAO END <br />3 - 0' <br />2' - 0 <br />DEAD ENO <br />4' - 0 <br />4 - 0 <br />8" LINE <br />12 LINE <br />Q <br />221/2* <br />2'-O" <br />2'-0" <br />22 I/ • 1 <br />3'-0" <br />3'-D• <br />43• <br />3-0 <br />2-6 <br />450 <br />4'- 66 <br />4-0 <br />90• <br />4'-0" <br />3'-6- <br />9 • <br />'_ " <br />- <br />TEE OUTLET <br />3'-6 <br />V-0 <br />TEE OUTLET <br />S -6 <br />4-0 <br />DEAD END <br />Y-6- <br />3-0 <br />DEAD END <br />j <br />NOTES, I. All thrust blocks shall be pound <br />13 THRUST BLOCK DETAN.S_ <br />against undisturbed eel and shall <br />be Class "B• Concrete. <br />NTS 2 Thrust block dimensions were <br />Calculated to allow a soil <br />bearing value of 1,000 pounds <br />Per square fool. <br />NOI DATE I REVISION <br />1 7-26-89 REVISE SIGNATURE BLOCK <br />2 I 8-28-89 ADD HEALH DEPT. SIGNATURE <br />x Sar" - PHASE III - MASTER <br />I <br />'JA & <br />�_ �+r0 <br />=��L0 <br />L) 4-1O <br />CL _ r <br />E'�0 <br />0CW�O <br />U m •1"+ <br />to a 06 <br />O <br />V2��cn <br />6 "wee� I <br />e� 00� <br />O C <br />Low <br />a <br />N <br />O � � <br />V '- <br />4)o <br />� <br />QL LO <br />C� N <br />c 0 .� <br />M <br />li. 0 <br />CL <br />Q <br />10101z <br />0 <br />LL <br />0000J <br />Q� <br />0 <br />Q <br />z <br />H <br />0 <br />0 <br />Ian a <br />0 <br />New, <br />v <br />pz <br />z <br />IL <br />z O <br />j <br />UJ I.L._ <br />J <br />Q <br />Q <br />J <br />I <br />� <br />sic v <br />O <br />saner <br />12 <br />w <br />Z <br />N 0 <br />N <br />W <br />D <br />D <br />Z <br />W IX00 <br />.. <br />a <br />J <br />Q <br />a <br />^3 <br />a <br />V <br />3 <br />CCD <br />z <br />W <br />TOM <br />Y/ <br />to <br />U) <br />• <br />9 <br />z <br />'„ <br />aPP►OQi� <br />hq <br />1-- <br />:i <br />J <br />g <br />ic <br />Cpl <br />S <br />l <br />K <br />E <br />= <br />U. <br />OF <br />C' l�F� <br />co <br />CM <br />typo <br />NEW 2.7 DIA. <br />data <br />4-27-88 <br />0 <br />AM / PMdrawn <br />z <br />D.P. <br />m <br />prof. <br />shoot <br />Q <br />7 <br />67116--ll�f"v <br />C-3 <br />w <br />5 <br />V <br />rev. <br />2 <br />10f <br />DESIGN: J.8.f3. /� <br />