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It tl� ,( Z� F 1� 1 '"" r- "'- �� � 2�� t •��l �i��•t ��. f ,l:"`''`•.\`"_ 'r-rr'r~,r";:-i�r r'r< rr`r" j `'^, •'F �� � ,��= r'+ ; "•fit .�"rrr drr FJfb(� ,.t'r ��, .;;„w»i} i� ij �w �� s 5l�I it Z r-' rr FI tj 71 i 1 s} 1� ABBREVIATIONS SYMBOLS }. �t rr f j f `f ss t 1. } 5 �\ rfF jj rr 1�� l rr'µ ?rtizk rYA«w.,- Ir it 1, - If 4 ♦t %''` J Il It 11 i} i ff 5 � } t t irr .:r,`���(/ / r `ai f ,s U.O.N. UNLESS OTHERWISE NOTED RECONSTRUCT PAVEMENT PER T r'w"ti °i tt''rf zl / " . siS ��^ 114: �r"'+ � `''tib 1+i l tit �'1 i4 �% �1 z'f` rC✓ "` f f �, )1 ft t� j� }} •"1'. ...,,,,.•/ }S,r %=:� j� jj r 1 '. �,/ 7J 1 El 4 ( f•`'� 17 1' 11 , If rr t t 1 tit I tt+. r r "r .{.�•..•...--�S -•t it EXIST. EXISTING COLD MILL PAVEMENT PER f ;� j3 ;} - j 1 EE tit •1 fJ r r t S'' ,,,�•.....'^''" iif" � }t `��T��I .it .� SL ii �Jf�� .•�� j ,'"r" i; i X ; CONSTRUCT CONST. + + + + i t I "" i 1 r r f," ;� }� ft z€ + + + ssl i7 I, ✓z„ i t' }= fir + + + COLD MILL PAVEMENT PER /\ }}, "- '; r : H� µ t ?> t } rl 5� 1} �'�r `-{ fff `-w s s i J \I�" r r ! j, - s, .• S � 1� '". rfJ `•, , rrrr 1; ter✓: A.C. ASPHALT CONCRETE FURNISH AND PLACE ASPHALT CONCRETE SS .e,W �� `^t-`:« ^J3 s'r ''� ,ri`r r r''rr 1: rr ss #7-,.,......_i i..•;...�Y°:::"`^' �rr !fr""" :; �' .r•'" F. ^.{r' �� rs� �,.'rr^",,.•w,".•.».. tt i`rrr 7 t 1 "''"^ ,J •ry•�`�"`+, AGG. AGGREGATE 71 \ F ,; .r' " s ..,.....,w.,..,.._......�O Ffr'+t.r` r'y".'^mss y If i.. rr `t,„.__,•, \\\ CONSTRUCT AGGREGATE BASE SHOULDER PER �` OFt r "" l r ' l titit" is /""t F My^ 4s" LF LINEAL FEET t _ EXISTING A.C. DIKE u�• _:"�"�`� Xir i° }� _: F'^' �r``�•� TII.;,�.=.r,���� PCC PORTLAND GEMENT CONCRETE ...r >•Ss f, }= is r��;;:..� lt•:.:•+"l'� ! 3 s EXISTING POWER POLE y�. y.-� t fti•. 1; = 's} lI ; rr f 1 F Jt 1 _ E£ �.�•. s s "y`s '., "'•-•" t SF SQUARE FEET }S }i 1.}S 1• } �; 11 1' 1 TYP TYPICAL EXISTING WATER VALVE ::. 1 }f t, 3 F ci, tj tri.. ; F sY t�r •�`1 It J �r ELS J4 ' i t qiif f �..F •• ;3 •�^ f '.'! CONSTRUCT PER DETAIL 4, SHEET 2 El " r F 0H h; m� � \t —4 ^ITEC 1; It "1_ >s tit S�':s ._ ;i t' s lith AlV rp :: " ,I 4 i1 ROsq { or` 'j NOIFY OF SAN LUIS Q"� =Bww" I A w& P -'" �� ttt�1i•.t ll� N 5j S S ff �"".-"•'"^„'�"�`4 '$" .•�''"�'��^ �••t'it. ttttht, " ..,..:^Il �1 F '}...:....':5.�1,�t' v::„'-,•�q� ••� tt ✓r !" ti 3 C Ao"b` U OL zz AWL ALI F Aft �T A T E U FORNIr'"t USSELMAN',...___-____•------ � AVE. r is fd j•"'"'""' 3 2�. Niz iont ii'� .•_,_•. �: :1 ,w�",•"},i `� _ ? ,.,",.t, 3 t`� l SITE ATASCADERO ,��,•ww r �t � if E 1 IN E R-A L Od-m- T E 10%,405 5 STATE HOSPITAL til,i f} 1 �F+.•>~wx�.c-•rrr,....• ;t }_ j, D 1# 1. ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS REMOVED OR OBSCURED DURINGP A R E CONSTRUCTION, OTHER THAN THAT SHOWN ON THESE PLANS, SHALL BE REPLACED : s` X IN—KIND BY THE CONTRACTOR. '. hi I 2. THESE PLANS ARE STRAIGHT LINE REPRESENTATIONS OF EXISTING ROAD ALIGNMENTS Aob' HEET INDEX �,;. �, � 0 AND ARE SCHEMATIC ONLY. ACTUAL LOCATIONS OF REPAIRS TO BE DETERMINED BY M. 'a `' THE CITY ENGINEER. 3. THIS PROJECT INCLUDES THE RESETTING AND/OR ADJUSTMENT OF ALL CITY OWNED NORTH COAST ENGINEERING INC. SEWER MANHOLE COVERS, AND WATER VALVE BOXES ETC., WITHIN THE WORK AREA. 725 Creston Rd Suite 8, Paso Robles, 239--3927 1 . TITLE SHEET SITE ALL OTHER UTILITIES ARE TO BE RELOCATED BY THEIR RESPECTIVE OWNER. © pp,Z ROAQ:" 4. THE CONTRACTOR SHALL RELOCATE OR PROTECT IN--PLACE ALL EXISTING MAILBOXES AND 2. STREET REPAIRS SITES 1 -�-- 3 3 APPURTENANCES WITHIN THE AREA OF WORK. MAILBOXES WHICH CONFLICT WITH THE IMPROVEMENTS SHOWN ON THESE PLANS SHALL BE RELOCATED BY THE CONTRACTOR. MAILBOXES SHALL BE RELOCATED IN CONFORMANCE WITH THE REQUIREMENTS OF THE U.S. POSTMASTER. MAIL SHALL BE DELIVERABLE AT ALL TIMES DURING CONSTRUCTION. STREET REPAIRS, SITES 4--�-- " Y REQUIRED TO PROVIDE A SMOOTH JOIN WITH EXISTING 5 FEATHER ALL A.C. OVERLAYS AS R Q ED IMPROVEMENTS 131 '� === ® 4. DETAIL SHEET 6. EXISTING PAVEMENT WIDTHS VARY. CONTRACTOR SHALL PROVIDE A UNIFORM OVERLAY OVER EXISTING PAVEMENT-AND INSTALL OTHER IMPROVEMENTS TO ALIGNMENTS > COMPATIBLE WITH EXISTING IMPROVEMENTS AS APPROVED BY CITY ENGINEER. m LOCATION MAP r`. rn o pRO� SSIONq� NO SCALE 29743 Exp. 3/31/99 CD TEVEN J. YL ES RCE 29743 EXP. 3/31/99 DATE CITY ENGIN E S��T CIO- m OF CA1 CD r. SHEET 1 OF 4 m UD i cn i EMENT PLAN FOR ow = MINOR ROAD REPAIR PRuJECTS Fy 96 / 97 c� /� L END ROADCONSTRUCTION Q CONSTRUCTION C13 AHEAD / �� / I I \ j \ _;3 RAMAGE AVE G ', �, APPROXIMATE LIMITS OF C18 / 1 1 p \ CALTRANS RIGHT-OF-WAY l EXIST. CONCRETE �-- Z<t 14+18 END CONST. CHANNEL AND / �7 / I ( \ \ o�'- A.C. LEVELING COURSE Exis r. WA TER _____�� / m / \ d 0 2 A.C. OVERLAY VALVES HEAD WALL / ¢ I I \ \\ w o TRAFFIC STRIPE, DETAIL 21 // PORTOLA WAY 18' EXIST. WOOD FENCE TO REMAIN (TYP.) 1 1 J �- z _ 0 PAINT PAVEMENT MARKING, U MATCH EXIST. �O �� � � p \ � "NO LEFT TURN" (48 SF) — EXIST. MONUMENT SIGN TO REMAIN / / cn 0 © I = ( z® \ , \ I >C I +� / /�/ \ 8+30 RT END CONST. A 418 �, z O < COLD MILL PAVEMENT J o / PAVEMENT WIDENING FEATHER OVERLAY00 di I UQ \ � \ h I I PER 6+60, LT . . z A.C. o CONST. A.C. OVERSIDE DRAIN // TO PROVIDE SMOOTH .>. o� r� o 5 �, � \\ ~ JOIN WITH EXIST. / s 00< + 2 I 1+w F + '4 + + + ' EXISTING CURB �/ CONST. SHOULDER / PER CALTRANS STD. D87B ° 1/ � +w s: N m N .d \ 0 � ® AND GUTTER / �j RELOCATE EXIST. IMPROVEMENTS (TYP) / m N I EXIST. I `� / / PER (TYP} / / 11+68 CONST. CALTRANS FACING SIGN 2' BEHIND '� BRIDGE '- — — -- --- -- — — e CLASS SLOPE PROTECTION / FACE OF A.C. DIKE — -- -- — -�- -- --- --- �"" / PAINT PAVEMENT (5'X5'X1.5' BED THICKNESS) / CROSS- WALK CROSS- / EXIST. WIDTH VARIES ±22' 418 A 6+60, .LT END CONST. O� SAN ANSELMO ROAD 4 ^� A.C. DIKE o PAVEMENT WIDENING EXISTING ISLAND PAINT DETAIL 22, TRAFFIC STRIPE Q@ PAINT DETAIL 22, TRAFFIC STRIPE CONST. REPAIRS \ `-' I ST / 7PAINT PAVEMENT MARKING, CROSSWALK \ / Q 9+00 BEGIN CONST. 'I SCHEMATIC PLAN, DO NOT SCALE. I ( PER \ y COLD MILL PAVEMENT / A.C. LEVELING COURSE STATIONING IS APPROXIMATE. `--' \ PER EYP ,► `/ 2 A.C. OVERLAY FEATHER A.C. OVERLAY TO PROVIDE SMOOTH ® I \ .�. \ I (TYP)} / PAINT PAVEMENT MARKING, STOP (22 SF) J/ V� TRAFFIC STRIPE, DETAIL 21 SMOOTH JOIN W/ EXISTING IMPROVEMENTS (TYP.) CONTRACTOR TO VERIFY ALL I I \ p,.� \ I �-=/ PAINT PAVEMENT MARKING, "NO RIGHT TURN" (55 SF)/// w MATCH EXIST. QUANTITIES AND DIMENSIONS. I I 4,g �� � J \ N \ RECONSTRUCT PER / Q" / < ( \ pG < I I \ �A \ pG \ I 1 / / SCHEMATIC PLAN, DO NOT SCALE. SCHEMATIC PLAN, DO NOT SCALE. Zi \ \ I 1 / �C' / / STATIONING IS APPROXIMATE. STATIONING IS APPROXIMATE. 713 A5 / CONTRACTOR TO VERIFY ALL CONTRACTOR TO VERIFY ALL QUANTITIES AND DIMENSIONS. QUANTITIES AND DIMENSIONS. 418 A 1+720' ROADEND' LT BEGIN CONST. RELOCATE EXIST. CONSTRUCTION A 4 ^' PAVEMENT WIDENING SIGN 2' BEHIND ADJUST EXISTING A.C. DIKE FACE OF A.C. DIKE CONSTRUCTION AHEAD WATER VALVE BOX PER_N1 C13 e C18 3+85 END CONST. PP REMOVE 12 LF. EXIST. CONCRETE SIDEWALK @Qa G�GI@C90111M MUD — 40 A.C. LEVELING COURSE / -EXIST CURB AND GUTTER �i , 2 A.C. OVERLAY \ i TRAFFIC STRIPE, DETAIL 21 ALLAMANDE LANE 18' CONST. 30 LF 4 WIDE A.C. SIDEWALK A _ .._.. _ _ _ _ _ _ _ _ - - - - - - - - - - MATCH EXIST. PER N �.' EXIST SIDEWALK SIDEWALK _ � � � i _ _ _ _ _ _ _ _ _. _ _ _ _ _ _ _ _ 2% CONST. SHOULDER \ 1+00 RT BEGIN CONST. A 418 - _ �- PER F (TYP) A.C. DIKE ^' 4 CONST, 2" A.C. OVERLAY PAVEMENT WIDENING44 1 / \�©s.\ ,p EXIST. GUARDRAIL -- — "�7 b 2" A.C. 6" CL 2 AGG. BASE EXIST. WIDTH VARIES ±20 OC�1 G3GQCP COMPACTED TO 95% 2+17 COMPACT UPPER 12" OF \ 24, SUBGRADE TO 95% \ 3' 2'f EXIST. PAVEMENT 2't 2' PAI"�E�T IL, A.C. SIDEWALK TAIL \ 1+65 WIDTH VARIES t20 NO SCALE 1+00 BEGIN CONST. ' NO A.C. LEVELING COURSE 12" 12" 2" A.C. OVERLAY SAWCUT SAWCUT TRAFFIC STRIPE, DETAIL 21 418 MATCH EXIST. 4 44 LIMITS OF COLD MILLING 157 --- .� ..� . _.�. / EXIST. GRADE PER PLAN EXIST. PAVEMENT 6' 3" A.C. FINISH GRADE 20' TAPER 6" CL 2 AGG BASE EXIST. A.C. PAVEMENT COMPACTED TO 95%. EXIST. TOP-OF-PAVEMENT 4'___ COMPACT UPPER 12" �.., 2" TYPICAL SURFACE - AC OVERLAY "1 EXIST. GRADE OF SUBGRADE TO 95% "" PAVEMENT SURFACE DEPTH OF MILLING TO MATCH EXIST, P.C.C. CURB7 EXISTING AC PAVEMENT _ `� ` -� FINISH GRADE NO SCALE AFTER COLD MILLING OVERLAY THICKNESS. THICKNESS VARIES � AND GUTTER EXIST. BRIDGE PAVEMENT SURFACE CL 2 AGGREGATE BASE �y ��±± ABUTMENT OR AFTER COLD MILLING COMPACTED TO 90% COL MILLING, TYPE I EXIST. P.C.C. COMPACT UPPER 12" OF NO SCALE CURB & GUTTER SUBGRADE TO 90% COLD MILLING, TYPE 2 ' NO SCALE AGGiREG,ATE BASE SHOULDER EXIST. INLET NO SCALE STRUCTURE EXIST. E.P. ® �'°� A 1""'P1 V IMTI O _ 3' 6" 1. ASPHALT CONCRETE: 140 TONS 6" / (EXIST. GRADE 2. COLD MILLING, TYPE 1: 800 SF APPROXIMATE QUANTITIES: --__. 3. COLD MILLING, TYPE 2: 5300 SF / 12" 4. CLASS 2 AGG. BASE: 5 TONS 1. ASPHALT CONCRETE: 250 TANS CONFORM SWALE TO EXIST. 2. CLASS 2 AGG. BASE: 60 TONS / SIDE OPENING OF INLET 2" A.C. 5. CONST. P.C.C. CURB & GUTTER: 20 LF 3. ADJUST WATER VALVE BOX 1 EA�---._..._ STRUCTURE UPPER 12" OF SUBGRADE 6. CONST. P.C.C. SIDEWALK: 100 SF / A.C. DIKE COMPACT TO 95% 4. CONST. A.C. LEVELING COURSE: 90 TONS / 7. PAINT PAVEMENT MARKING: 408 SF 5. PAINT TRAFFIC STRIPE, DETAIL 21: 820 LF / 8. PAINT TRAFFIC STRIPE, DETAIL 22: 220 LF A ITI D T ILA.C. SWALE DETAIL NO SCALE NO SCALE 1 0 L ANLm ANOS' E L Mm 0 Fw J01h 0 A D R E P A I RbAw` PORTOLA ROAD OVERLAY cn 10%,X 1.11 ITIES NO SCALE 3 NO SCALE APPRUm ��z 1. ASPHALT CONCRETE: 140 TONS C3' 2. CLASS 2 AGG. BASE: 120 TONS REVISIONS 3. CONST. A.C. DIKE: 1220 LF QR�E SS/ N0. BY DATE DESCRIPTION CITY CT ATASCADERO LID 4. RELOCATE EXIST. SIGN & POST. 2 EA TH COAST ENGINEERING' INC. M6w �,� J. SYS �F� �, �F �� MINOR ROAD REPAIR PROJECTS-FY 96/97 5. CONST. A.C. OVERSIDE DRAIN: 1 EAS ! CIVIL ENGINEERING • LAND SURVEYING • PROJECT DEVELOPMENT 29743 SITES 1 3 lam 0 Uff*A E L 0 Ho""10%' R 0*"' A D W I D E,I ME I NzUo� 725 Creston Rd. -- Suite B * EXp. 3/31/x9 Paso Robles CA 93446 DATE NO SCALE (805) 239--3127 '9J�' (��� DATE STEVEN J. S LY/EST R.C.E. 29743 EXP. 3 31 99 DATE LO (805) 927 -8651 DESIGNED BY: DRAWN BY: CHECKED Y: Jbe NUMBER SCALE: SHEET: cn WVC/DRB CAC/KRT 96-137 AS NOTED 2 of 4 m cn CD c� L* f SCHEMATIC PLAN, DO NOT SCALE. NOTE: STATIONING IS APPROXIMATE. SCHEMATIC PLAN, DO NOT SCALE. END CITY FURNISHED STENCILS SHALL BE CONTRACTOR TO VERIFY ALL STATIONING IS APPROXIMATE. USED FOR ALL PAVEMENT MARKING CONSTRUCTION QUANTITIES AND DIMENSIONS. CONTRACTOR TO VERIFY ALL C13 RECONSTRUCT P.C.C. CURB, QUANTITIES AND DIMENSIONS. �t� 419 ROAD GUTTER AND SIDEWALK PER �� >- CONSTRUCTION AHEAD 0, \ 70 Q o C18 I �- ( I PAINT PAVEMENT(MARKING, ( \ O \ > FH0 z I I "SCHOOL KING" I I \ �-'` \ END ADDITIVE I ( © ( \ ycp \ �?¢ PAINT DETAIL 27B, n NO. 1 PAINT PAVEMENT MARKING, ( U_ I } �-- >- O a TRAFFIC STRIPE LIMIT LINE (TYP) I ( ¢ d I I mac\ G \ A w Exrsr. SIGN I.. �. � �. N (TYP.) I w I ? I I Z \\ ca \ ©0 o I .�I 30'x30' OVERLAY ( ww© �z O I w \ 2 \ w w rn I v C3 I ( U 0 o EXIST. CONCRETE M L..: CONST. AGGREGATE BASE WALKWAY 13+00 END CONST. Q = I 0< �-\ -y o .}. .} SIDEWALK AND .� PER (TYP) 2 A.C. OVERLAY FURNISH & PLACE COLDMILL 10 LF MIN. y + +� ( �, tv \ \ p. LO AC BERM oo I . T A.C. LEVELING COURSE , 1 ASPHALT CONCRETE x 6 WIDE AT CURB 1 ,-c a cv ( I �r cv �+ -t' �+ = ?] (,..' TRAFFIC STRIPE, DETAIL 21 C AT INLET OF EXIST. RETURN. / 1 - s \ ( EXIST. I --- --- --- -- J ] PPI$.:I CULVERT +,f BRIDGE 12+94 EXIST. OVERSIDE DRAIN s O o ` X Z (' SANTA ROSA ROAD 4'x50' � / Id`.I OVERLAY 20' O w1 PPI'q. (; °I EXIST. A.C. DIKE (TYP.) \ I I / STOP/ COLD MILL PAVEMENT (-� f ( \ In\ RECONSTRUCT PAVEMENT PER E (TYP) I Z_ 12+65 DRIVEWAY 16'PER\ B _\ I I 10+94 L PAINT STOP © I I �. ( PAVEMENT MARKING (TYP) <, cn I I \ oG \ I C I I W \\ \\ ( d I I ( TRAFFIC STRIPEBA' °� \ 10+13 10+00 '0 x ( \ � \I = I I �. I BEGIN ADDITIVE �\ U_ ( \ \ I O I I ( z ( PAINT DETAIL 22, NO.1 EXISTING SIDEWALK I F- I = I I I ��� 20 / ( cj:� \ \ I I I PAINT PAVEMENT MARKING, -- --- -� -w -- -- -- -- --- -- --- — - \j CROSSWALK (TYP) 7 — \ -1 \ I I ( w I z%VzL @&RL PCG30 [BOO @I OULr°Qd r�\% 8+95 DRIVEWAY 16' APPROXIMATE LIMITS OF 9KURQ[�fl@[� R@22°p CALTRANS RIGHT-OF-WAY — _ - - - - - - - - - - - - _ c\\j �"" -" — END 1��.._ 8+88 EXISTING SIDEWALK 8+74 CONSTRUCTION T C13 ROAD I: 30' CONSTRUCTION . . 8+46 (,�I EXISTING SIDEWALK --� AHEAD UNDERDRAIN 6+60 LA PAZ ROAD 20' REMOVE EXIST. A.C. C18 LIMITS PER PLAN 12" SAWCUT 5' MIN. ADJUST EXIST. VALVE BOX 4" A.C. EXISTING CURB 2" A.C. OVERLAYAND GUTTER FINISH GRADE _ _ 4+44 �/ 5+47 ADJUST EXIST. _, <, p ` ` - EXIST. GRADE \\% ` o EXIST. A.C. / � 9 � THICKNESS VARIES O — I II I CONST. SHOULDER PER-,,,,, ` _I I,, ;III, I; CL 2 AGGREGATE BASE ®(TYP) EXIST. BRIDGE COMPACTED TO 90% ABUTMENT COMPACT UPPER 12" OF �± SUBGRADE TO 95% AGGREGATE -BASE WALKWAY 12" CL. 2 AGG. BASE c NO SCALE \\% y COMPACT TO 95% \\� 20 PAVEMENT RECONSTRUCTION 5' B NO SCALE FINISH GRADE DRIVEWAY 12 1+00 BEGIN CONST. �\j � 2" A.C. OVERLAY A.C. LEVELING COURSE a. TRAFFIC STRIPE, DETAIL 21 a �•' --- _ - -- - -- - MATCH EXIST. .I-� _J*' -r--- 4 a ' Q EXIST. APPROXIMATE QUANTITIES: __ GRADE NOTES: ~-.-_M__ ' .�_ � - -._ _ _ __ .� , CL 11 AGG.BASE EXIST. P.C.C. CURB COMPACTED TO 90% 1. SCHEMATIC PLAN, DO NOT SCALE. 1. ASPHALT CONCRETE: 210 TONS AND GUTTER CONST. SIDEWALK PER291 2. STATIONING IS APPROXIMATE. 2. COLD MILLING, TYPE 2: 5,500 SF 4 #4 REBAR DOWEL 24" O.C. 3. CLASS 2 AGGREGATE BASE: 50 TONS 3. CONTRACTOR TO VERIFY ALL QUANTITIES AND DIMENSIONS. 4. CONSTRUCT P.C.C. CURB & GUTTER: 40 LF 5. CONSTRUCT P.C.C. SIDEWALK: 230 SFSIDEWALK APPROXIMATE= QUANTITIES: 4. ALL EXISTING STRIPING AND MARKING SHALL BE REFERENCED BY THE CONTRACTOR PRIOR TO IT 6. PAINT TRAFFIC STRIPE, DETAIL 22: 490 LF (ADDITIVE N0. 1) NO SCALE 1. ASPHALT CONCRETE: 500 TONS BEING OBLITERATED. STRIPING AND MARKING TO 7. PAINT TRAFFIC STRIPE, DETAIL 2713: 100 LF BE REPAINTED AT EXISTING LOCATIONS. 8. PAINT PAVEMENT MARKING: 1056 SF 2. CLASS 2 AGGREGATE BASE: 100 TONS 9. PAINT TRAFFIC STRIPE, DETAIL 38A: 265 LF APPROXIMATE QUANTITIES' 3. ADJUST VALVE BOX: 1 EA 4. ADJUST MONUMENT WELL: 1 EA BASE BID 5. PAINT TRAFFIC STRIPE, DETAIL 21: 1,200 LF 1. CLASS 2 AGGREGATE BASE: 60 TONS 6. CONSTRUCT A.C. LEVELING COURSE: 175 TONS ADDITIVE NO. 1 1. P.C.C. SIDEWALK: 2,275 S.F. ANTA ROSA TOAD REPAIRS TL CAMINO REAL ATASCADERO AVENUE 4 NO SCALE 5 6 cn rn WALKWAY REPAIRS REPAIRS NO SCALE NO SCALE m r` o� cn ENGINEERING U ° N0. BY DATE DESCRIPTION CITY OT ATASCADERO HOASYNORTCST INC. ,. ROADMINOR REPAIR 96/97 o CIVIL ENGINEERING • LAND SURVEYING - PROJECT DEVELOPMENT 29743 Exp. 3/31/99 725 Creston Rd. -- Suite B m DATE Paso Robles, CA 93446 ( Z 6 805 239--3127 s�q CIVIC �\P cA�-,�� DATE SEVEN J. 5 LVE R R.C.E. 29743 EXP. 3/31 99 DATE c (805) 927- 8651 DESIGNED BY: DRAWN BY: CHECKE BY: JOB NUMBER SCALE: SHEET: WVC/DRB CAC JBN 96--137 AS NOTED 3 OF 4 CD L _ w., _ R i REVISIONS APPROVALS REVISIONS APPROVALS DESCRIPTIONS BY DATE APPROVED COUNCIL RESOLUTION NO. 26—•92 3Z1 O 92 DESCRIPTIONS BY DATE APPROVED COUNCIL RESOLUTION NO. 26--92 3Z1 D 92 EXISTING VALVE BOX AND COVER _ EXISTING MONUMENT WELL AND COVER F .•C.rv,yr r J..! ' J.Y.J"'♦r 6" 1-1 2" 1 2" EXPANSION JOINT `' t / FILLER H j♦x,vr', rv♦ r J ✓,7 r'• « ,F,,, _ 1/2" RAD. 3/4 RAD. R/W ♦ Stix x♦�« �. J ' , 'Y . JOINT EXPANSION . •J J�,t,�..M.J..$t•"`�♦•^✓yf / ^"off• 5' MIN. F PAVEMENT » » » f » H 3 5 3 4—•6 MIN 1 -f 16 2% SAW CUT 2'X2' SQUARE w WIDTH TO (THIS POINT - 10" ¢ ,:;�:, :,::`..� `: .. .: CONSTRUCT P.C.C. COLLAR; 6H ��/��/� CL A, 6 SACK, 3000 PSI n- "' '•=';ti'.' 77\5/1111 SALVAGE EXISTING VE BOX :.�,:..- ..::.:,. •.:`.•. VALVE AND COVER SAW CUT 2X2 SQUARE ° CONSTRUCT P.C.C. COLLAR, STRUCTURE A.C. TYPE "B" ,., 2 CONSTRUCT P.C.C. COLLAR; CL A, 6 SACK, f . BACKFILL L'STRUCTURE' 12» 3000 PSI CL A, 6 SACK, 3000 PSI ' �ACKFIL R W SAW CUT TYPE C A.-C, DIKE 3' MIN 4' MIN. 1 10' MAX % y ¢ (� + / / //I//\/ r w•\t•, w+'.•'R 1• '•Y tf Y.•',•.''I•J .,,1••�4 A \/\/\ ."✓fJ'! P OPir r�;JJ4f,e`R•40 �j♦1 00 PAVEMENT WIDTH MEASURED TO THIS POINT w \\/��\. �\�i \\�/ . ;' - _ \\\/�\\` f,��:, / r P ! 4 6" 11_1/2 18" W> EXPANSION JOINTS SHALL BE PLACED fJjrr� `'' -� SALVAGE EXISTING MONUMENT WELL AND COVER 3" 3/4" RAD. H O AT 25' INTERVALS, ` �..•`" � ® 6" / 1/4—� �� AT ENDS OF ALL f J CURB RETURNS, AND CONSTRUCT 6" � ~' 3" EACH SIDE OF DRIVE— _ CLA,CONSTRUCT SA K C 000 PSI » WAY DEPRESSIONS. P.V.C. CL 150 3 6H 1/2" RAD. 1_3/4" THE INTERVALS RISER 5 BETWEEN EXPANSION 7" 7" 14 1 JOINTS SHALL VARY SAW CUT 1/2 x 18 TO ALLOW MATCHING 1. SIDEWALKS SHALL BE CLASS B CONCRETE; A MINIMUM OF 4" THICK. I: GREASED SMOOTH -«-«-«-««r_-_ «-_-«_« tt ;, _,.« DOWEL OR #4 r . OF JOINTS ADJACENT a yM F F _ ;�?;r ,;• a4, IMPROVE— ---------- EXISTING +' " ' 42. STRUCTURE BACKFILL MATERIAL A MINIMUM OF 4" IN DEPTH AND COMPACTED `, _Y r- ° °` ♦ I REBAR W/SLEEVE ;; t x x z: AT ALL EXPANSION t° MENTS. TO A MINIMUM OF 90% MAXIMUM DENSITY SHALL BE PLACED UNDER THE °( '" ;; 00 �`� 't " '" ` STRUCTURE BACKFILL. o tt ,.x....,.,t;.,,, .- ------------ ------------------------ SIDEWALK ___________ ' s SIDEWALK WHEN THE SUBGRADE HAS AN R--VALUE OF LESS THAN 70. 7 "'r` —~-EXISTING WATER -WW---W_---__W--- ` 4 JOINTS AND �--�"� r aJ 5 rr. r CONSTRUCTION JOINTS. TYPE Ar VALVE ASSEMBLY ' 3. 1/2" EXPANSION JOINTS SHALL BE PLACED AT ALL CURB RETURNS, DRIVEWAYS :_ ;f ✓r ' AND AT ALL INTERVALS NOT EXCEEDING 25. ;; �_..----------- 1/2" __ -_-_-i 1 2" x 18" SMOOTH, GREASED DOWELS 24" O.C. TO BE PLACED THROUGH ' NOTE THE EXPANSIVE JOINTS. T^^TT^ ♦ t -n '' »-y R"n .,}S;a`•«...« .. r-3='t'. "'t ---" ,...F ,l�,✓03 '✓� � r ` ,`>(JJJ ? ✓a `! i� J• 1 R'YY"Tflt"Y'Y Y'Y ✓ ' t F Sw;.. = t t t ? ♦' J♦v/0 3� t ,>yf "$,R_CRjv r YW f J f J 1) TYPE A AND C CURB TO BE CLASS B P.C.C. if 5 ��.'f r� y�; , 4. WEAKENED PLANE JOINTS SHALL BE A MINIMUM OF 1--1 4" IN DEPTH AT 2 DIKE TO BE TYPE 'B' A.C. / 3 STRUCTURE BACKFILL. PER SECTION 19--3.06 STATE STANDARD SPECS. INTERVALS NOT TO EXCEED 5. CURING METHOD -- 5. SIDEWALK WIDTH IN COMMERCIAL AREAS TO BE DETERMINED BY THE ENGINEER. x..;. ...... f...t CURING SHALL BE BY PIGMENTED CURING COMPOUND METHOD ACCORDING TO ;rr1 ; r. ,. 'rr, � _ EXISTING "'� ' if I MONUMENT THE PROVISIONS OF SECTION 90--7 (?F THE STATE STANDARD SPECIFICATIONS. ��.p�;;, f.� �� �. � t�°,�!'�� <•�;�rr �( CURING COMPOUND SHALL BE WHITE PIGMENT TYPE. ,�• S., _ t ' r�Zv' .•'� ,'rE q -T- -r . A DRAWN B Y: DRAWN BY: CITY OF A ASC DEROITY OF ATASCADERO J�rfrJ�JJf✓✓fr sJ.;f Jrf; ,JJJ.✓Jf.ff;:J� ti � R.A.L. DRAWING NO. R.A.L.RDRAWING NO. ENGINEERING DEPARTMENT ENGINEERING DEPARTMENT DESIGNED BY: DESI NED BY:' S.J.S. S.J.S. DATE: 92 CURBS 418 TE 92 SIDEWALKS 419 WATER VALVE BOX ADJUSTMENT p MONUMENT WELL ADJUSTMENT FILE NAME: FILE NAME: A NO SCALE © NO SCALE AT418.DWG AT419.DWG cn cn r m r-. rn REVISIONS ATASCADERO ENO. BY DATE DESCRIPTION C ( TY OF NORTin" COAST ENGINEERI 'G INC• ��� ,. SY _�F MINOR ROAD REPAIR PROJECTS FY 96/97 CIVIL ENGINEERING LAND SURVEYING • PROJECT DEVELOPMENT 29743 °' 725 Creston Rd. — Suite B EXp. 3/31/99 . Paso Robles, CA 93446 PATE (805) 239-3127 S�'� C'v,� �\�\�` DATE STEVEN J. S L ST R.C.E. 29743 EXP. 3/31 99 DAzga�vv',.Az� TE r ' cF GA�`�O DESIGNED BY: DRAWN BY: CHECKED J NUMBER SCALE: SHEET: (805) 927-8651 WVC/DRB CAC JBN 96--137 AS NOTED 4 of 4 m co cn o - i , L_