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HomeMy WebLinkAbout1998 - Montecito Avenue andco cr7 1Z 00 CD CD r� Ln r� r LO 0 n crn cn SAN FRS NO SCALE LEGEND SYMBOLS ABBREVIATIONS O TMH EXISTING TELEPHONE MANHOLE AB AGGREGATE BASE O SSMH EXISTING SANITARY SEWER MANHOLE AC ASPHALT CONCRETE BVC BEGIN VERTICAL CURVE 0 SOMH EXISTING STORM DRAIN MANHOLE CL CENTERLINE DI EXISTING STORM DRAIN INLET GMP CORRUGATED METAL PIPE ❑ wM EXISTING WATER METER CO CLEAN OUT ❑ Me EXISTING MAIL BOX CONC CONCRETE ❑ PGE EXISTING PGE BOX CONST CONSTRUCT ❑ TEL EXISTING TELEPHONE PEDESTAL OR VAULT CPP CORRUGATED POLYETHYLENE PIPE 0 wv EXISTING WATER VALVE PC POINT OF CURVATURE 0 lip EXISTING JOINT POLE DG DECOMPOSED GRANITE 0 TP EXISTING TELEPHONE POLE DI DRAIN INLET O PP EXISTING POWER POLE DWG DRAWING DWY DRIVEWAY 0 MP EXISTING METER POLE EG EXISTING GROUND 0 GV EXISTING GAS VALVE EP EDGE OF PAVEMENT -- EXISTING GUY WIRE EVC END VERTICAL CURVE FH EXISTING FIRE HYDRANT FF FINISH FLOOR -- --w- - EXISTING WATER FG FINISH GRADE - -G- -- EXISTING GAS - -T- - EXISTING TELEPHONE FL FLOWLINE GB GRADE BREAK EXISTING EDGE OF PAVEMENT -�- EXISTING SIGN HP HINGE POINT x x EXISTING FENCE INT INTERSECTION INV INVERT X TREE TO BE REMOVED LOL LAY OUT LINE - ® RIGHT--OF--WAY LT LEFT - -- PROPERTY LINE NTS NOT TO SCALE >- CONSTRUCT 2:1 SLOPE UON OC ON CENTER 16 14 CONSTRUCT PER DETAIL 16, SHEET 14 PC POINT OF CURVATURE PCC PORTLAND CEMENT CONCRETE - - - - - SAWCUT PAVEMENT R PROPERTY LINE -X—x CONSTRUCT TREE PROTECTION FENCE PT POINT OF TANGENCY .,i y? G -;;:;,_C>. �.,•'r=: CONST AC PAVEMENT RT RIGHT R/W RIGHT OF WAY ., IMPORTED BORROW (DECOMPOSED GRANITE) STA STATION STD STANDARD RECONSTRUCT PAVEMENT TC TOP OF CURB TP TOP OF PAVEMENT UON UNLESS OTHERWISE NOTED WV WATER VALVE LANS FOR THE m mop- 911ZI :10m on 1. THE CONTRACTOR SHALL RELOCATE OR PROTECT IN-PLACE ALL EXISTING UTILITY SERVICES AND APPURTENANCES (GAS, WATER, TELEPHONE, ELECTRIC, CABLE) WITHIN THE AREA OF WORK. UTILITY SERVICES SHALL REMAIN IN SERVICE AT ALL TIMES DURING CONSTRUCTION UNLESS OTHERWISE APPROVED BY THE UTILITY OWNER AND THE CUSTOMER. WATER SERVICES WHICH INTERFERE WITH THE WORK SHOWN ON THESE PLANS SHALL BE RELOCATED BY THE CONTRACTOR. OTHER UTILITY SERVICES SHALL BE RELOCATED BY THE UTILITY OWNER. 2. THE CONTRACTOR SHALL RELOCATE OR PROTECT IN-PLACE ALL EXISTING SIGNS, SIGN POLES AND APPURTENANCES WITHIN THE AREA OF' WORK. EXISTING SIGNS WHICH INTERFERE WITH THE WORK SHOWN ON THESE PLANS SHALL BE RELOCATED BY THE CONTRACTOR. 3. THE CONTRACTOR SHALL RELOCATE OR PROTECT IN-PLACE ALL EXISTING MAILBOXES AND APPURTENANCES WITHIN THE AREA OF WORK. MAILBOXES WHICH INTERFERE WITH THE WORK 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. 4. THE CONTRACTOR SHALL RELOCATE OR PROTECT IN-PLACE ALL EXISTING FIRE HYDRANTS AND APPURTENANCES WITHIN THE AREA OF WORK. FIRE HYDRANTS SHALL REMAIN IN SERVICE AT ALL TIMES DURING CONSTRUCTION UNLESS OTHER- WISE APPROVED BY THE CITY FIRE MARSHAL, FIRE HYDRANTS WHICH INTERFERE WITH THE WORK SHOWN ON THESE PLANS SHALL BE RELOCATED BY THE CONTRACTOR. 5. THE CONTRACTOR SHALL RELOCATE OR PROTECT IN PLACE ALL EXISTING FENCES AND APPURTENANCES WITHIN THE AREA OF WORK. THE RELOCATION OF FENCES WHICH CONTAIN ANIMALS SHALL BE 'COORDINATED WITH THE OWNERS. 6. CONSTRUCT SMOOTH TRANSITIONS AT ALL EXISTING DRIVEWAY APPROACHES AND INTERSECTIONS. ail �___A NORTH COAST ENGINEERING INC. .Amw mqm� 725 Creston Rd Suite B, Paso Robles, 239-3127 BRADY D. CHERRY DATE COMMUNITY SERVICES DIRECTOR a QRo�ESSio�,q� tF 29743 Exp. 3/31/99 o� CAL\F 11 ===�:rr / # f _�... _ is rrST;rla-W' RCE 29743 EXP. 3/31 /99 DATE MONTECITO AVENUE VICINITY MAP NTS COLIMA ROAD �- rR4NQU1CL4 RgSrTA LOBOS CAYtlCOS EL CAMINO REAL SAN ANSEL.MO AVENUE VICINITY MAP NTS SHEET INDEX 1. TITLE SHEET 2. MONTECITO AVENUE IMPROVEMENTS 3. SAN ANSELMO AVENUE IMPPROVEMENTS 4. CITY STANDARD DETAILS SHEET 1 OF 4 cn Cn co m CD U) LO Lc-) r� / LCA f^� Cn D O Cr n Cn Cn L MweT EXIST BLDG % M EXIST ROCK CURB TO REMAIN I /w LOL, RECORD CL t •;i';�: :;"slot= X$`;:t <s""°�.r',;-,;K•:� - r -+5: (z3 .fr.�'• r;�lJ; ... }:.' s;:r• .:;:.:.; ,,..r.:.. ,,..,r.,.r>:::.nee;::,>...,.;cr'r.,: ,.:. .:.,x,;.......i!;r l • r.z.,•i• o - wry �-•----__r"'"�„��,""�-ern _-,� EXIST CONC CURB, GUTTER AND SIDEWALK I 0 10, 20' 40' 4....mij 16mommmomsmi M.M.MMMA. SCALE. 1 "--20' NORTH COAST ENGINEERING INC. copyright Q 1997 Zll E feIf] 9+00 FG AT CENTERLINE PPR Cp OAF -I L E VERTICAL 1" = 2' HORIZONTAL 1" = 20' illolalIol 964 :..........................................................................................•..•.....•..•......................... ................................................••....... LOL, RECORD CL 18' ��� ....................................................•.........•••.•....•........................ _ 'PROVIDE SMOOTH 1'S' .. .PROV(b '81400 �H 1Cl' ......................................... ....... .%''� J TRANSITION TO TRANSITION TO EXIST 5' v CROSS GUTTERCROSS GUTTER / 962 �,.,. ... CL - l" .......................... �,.......... w F 0t00 0 FINISH GRADE AT CL _ 1-- U- L►. F— 00 a h-- Lir. U_ 961 ....................... . _..., ............................................................................ .•......................•..........................•........................•.....•......•..•............................,�. �.. ............ q . �.. .�-• ... Q ........................................... 8:9 h4 --- -- --0.22q M N N 960 ..................................................... ^ . Y..� ~.• ...............,.. ...r.. .......•........................••••.•. �-�— ---_ _ .• ..• ......... ..........^r �..... .. .-'"' ..............................••............... 960 1'-0) N 0)p. 959 ..........................................:...............................................••............•....................................................•..........................•...................•............................................................. EXIST 'GRADE AT CL ..........•.....•....•....................................................•............................................ 4��a Q 958 ......................................................................................................•........•.•................................•.......•............•....•.......................•........•.......................................... ...............................................•.....•.....•........................................................... 957 ...............................................................................................................•..........•......•........................................•...•..............................•...................................•.......... .................................................... ........................................................... d 956 .............................................................................................. ............................................ ....................................•...................•...................................................................•..........................•...••.•..... .•.......................................................................................................••.....•...... CJ REFERENCE ELEV d 66 6 955 c0 (0 W (0 cow c0 c0 0 c0 LO Lo c0 to Ln MweT EXIST BLDG % M EXIST ROCK CURB TO REMAIN I /w LOL, RECORD CL t •;i';�: :;"slot= X$`;:t <s""°�.r',;-,;K•:� - r -+5: (z3 .fr.�'• r;�lJ; ... }:.' s;:r• .:;:.:.; ,,..r.:.. ,,..,r.,.r>:::.nee;::,>...,.;cr'r.,: ,.:. .:.,x,;.......i!;r l • r.z.,•i• o - wry �-•----__r"'"�„��,""�-ern _-,� EXIST CONC CURB, GUTTER AND SIDEWALK I 0 10, 20' 40' 4....mij 16mommmomsmi M.M.MMMA. SCALE. 1 "--20' NORTH COAST ENGINEERING INC. copyright Q 1997 Zll E feIf] 9+00 FG AT CENTERLINE PPR Cp OAF -I L E VERTICAL 1" = 2' HORIZONTAL 1" = 20' illolalIol LOL, RECORD CL 18' UON 5' 5' 6' 2a F Li LL 1-- U- L►. F— LL_ L �. h-- Lir. U_ p 4 421 h4 N M N N It - N LO N 1'-0) N 0)p. VARIABLE THICKNESS 4��a Q d CJ6 © ©d CJ C3 d 66 6 0; 0; c0 (0 W (0 cow c0 c0 0 c0 LO Lo c0 to Ln ,q) 0) 0) 0) 0)0) 0) 0) 0) 0) 0) Cn 0) 0 O) MweT EXIST BLDG % M EXIST ROCK CURB TO REMAIN I /w LOL, RECORD CL t •;i';�: :;"slot= X$`;:t <s""°�.r',;-,;K•:� - r -+5: (z3 .fr.�'• r;�lJ; ... }:.' s;:r• .:;:.:.; ,,..r.:.. ,,..,r.,.r>:::.nee;::,>...,.;cr'r.,: ,.:. .:.,x,;.......i!;r l • r.z.,•i• o - wry �-•----__r"'"�„��,""�-ern _-,� EXIST CONC CURB, GUTTER AND SIDEWALK I 0 10, 20' 40' 4....mij 16mommmomsmi M.M.MMMA. SCALE. 1 "--20' NORTH COAST ENGINEERING INC. copyright Q 1997 Zll E feIf] 9+00 FG AT CENTERLINE PPR Cp OAF -I L E VERTICAL 1" = 2' HORIZONTAL 1" = 20' illolalIol LOL, RECORD CL 20' STA 7+31 LT TO STA 8+96 LT NTS ' NATVIE FILL EXIST GRADE ---_-._.� L- 6" CLASS 2 AB CONC CURB & GUTTER NOTE: (CITY STD 418, TYPE A) REMOVE EXIST CONCRETE CURB, GUTTER, SIDEWALK AND DRIVEWAY APPROACH STA 6+86 RT TO 8+00 RT GENERAL NOTES: 1. 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BY DATE DESCRIPTION CITY OFATASCADERO AlOWA! NOR COAST ENGINEERING INC. 4�� , SY MONTECITO AVENUE IMPROVEMENT PROJECT APPROX LIMITS � l/��',, �'�'� IMPORTED BORROW 1N= ,�• ,��, i'.� LOL, RECORD CL 18' UON 5' 5' 6' 2a F=FILL=FEET ABOVE FL GRADE p 4 421 h4 Q' VARIABLE THICKNESS 4��a Q AC OVERLAY EXIST GRADE 0 COO �o 0 0 CJ 0 CLASS 2 AB 0 0 0 THICKNESS VARIES 3" AC EXIST AC 8" CLASS 2 AB 2" AC WIDTH VARIES 8" CLASS 2 AB T HALF-SECTION /-A\ LOL, RECORD CL 20' STA 7+31 LT TO STA 8+96 LT NTS ' NATVIE FILL EXIST GRADE ---_-._.� L- 6" CLASS 2 AB CONC CURB & GUTTER NOTE: (CITY STD 418, TYPE A) REMOVE EXIST CONCRETE CURB, GUTTER, SIDEWALK AND DRIVEWAY APPROACH STA 6+86 RT TO 8+00 RT GENERAL NOTES: 1. IMPORTED BORROW (DECOMPOSED GRANITE) SHALL BE PLACED AS DIRECTED BY THE CITY ENGINEER AND TYPICAL_ HALF -SECTION COMPACTED TO 90% RELATIVE COMPACTION. EXIST B SURFACES SHALL BE SCARIFIED TO A DEPTH OF 6" STA 6+86 RT TO STA 8+00 RT PRIOR TO PLACEMENT. NTS 2. 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BY DATE DESCRIPTION CITY OFATASCADERO AlOWA! NOR COAST ENGINEERING INC. 4�� , SY MONTECITO AVENUE IMPROVEMENT PROJECT APPROX LIMITS � l/��',, �'�'� IMPORTED BORROW 1N= ,�• ,��, i'.� Cf 7E: CD LO Cn D CD r*r 5000 S4N ANSE41VO 'I V E)(ls TIN,3 RESIDENCE E E3 E T SIDE w xIs C 4950 SAN ANSe�Uo A V E"(IS 2-ING RESIDE e NCE 0 51 10, 20' 6wmmmW SCALE.- 1 fl =1 0, I -EXISTING AC.0 .............. LOCATION MAP" NO SCALE SAN FR� k viki - INEV119101kAW PLA TE, ........... 4C 3 H P ..... . . . . . ....... ...... e.., HP ..... . .... ...... ... ... ... . ........... ABOREMAIMUS AC ASPHALT CONCRETE NO SCALE . ... ..... .......... R ..................... . . . . . . . . . . . . . . . . . ...... . . . . . . . . .................. . . . . . . . . . . . . . . ... EXIST ................. 0:, ............... o . ............ ....................... . _; f. -11-111.- 1.11.1- - ................ . . . . . . . . . . . . AGGREGATE SEE CONST NOTE 5 AVE AVENUE CROWN 1;��.."�.11-l'I'�-;.*"�;�.'.,..��'�."�!....; . ..... .. ... ............... ....... . .. .. ... ....... 498 ... .... .... 1+00 C DIKE A CENTERLINE VARIES 80 CONSTRUCT 13' EP ---- ------------ CONST PER DETAIL B .. ............ ........ . . .. . .. . . . . .... ......... e.!"f . ... ........ - ...... . .. . f ......... . . .. ....... .... . ..... - — ---_-_- - ............ . . . . . .. .............. ..... .... .... . .... . ... . . ... ..... ... . ... ........... ................. .............. .......... ................... . . ..... . ..... EXIST AC DIKE EXIST EXISTING FL FLOWLINE ............ ......... . .... ... .1 ................ ... ...... .. . . . . . . . . . . ......... . ... ... . .................. ........... CONST 2:1 SLOPE UON HP HINGE POINT 6v 79 --------- LAY—OUT LINE ..... .............. ... .. ..... ..... ............ ..... .............. ..... ............ . .............. .......... .................. .............. .......... .. ......... . . . . . . . . . . /7 ......... ............ ....... NTS NOT TO SCALE CONST AC DIKE CITY STANDARD 418 ............ ....................... .. N4.3- SAWCUT LINE RIGHT—OF—WAY PER CITY STD 418 STANDARD < < FLOW LINE UON ......... ...... . C/) fz 2+00 ........ ....... !.-, . ...... . ... . ............. 1\4" SAWCUT AND REMOVE EXIST AC 0 EXIST GRADE CONTOUR AND ELEVATION PROPERTY LINE ............. Lu 2 co Z __�RECo + - - - ---------- -------- ----- ...... V_ ±+ RD cL, LOL SAN ANSELMO AVENUE REMOVE EXISTING DRIVEWAY AC AND BASE AS REQUIRED. RECONSTRUCT DRIVEWAY NTH 2" AC OVER 6" CLASS 2 AGG BASE COMPACTED TO 95% OVER NATIVE SCARIFIED TO 18'** BELOW FINISHED SURFACE COMPACTED TO 90%. EXISTING PLANTER BOX TO REMAIN. REMOVE EXISTING VEGETATION AS REQUIRED FOR CONSTRUCTION. REMOVE EXISTING AC AS REQUIRED FOR CONSTRUCTION. REMOVE EXISTING CONCRETE SIDEWALK. BACKFILL NTH NATIVE 0 2:1 MAXIMUM SLOPE TO MATCH EXISTING. CONSTRUCT DRIVE APPROACH (CITY SM 424). LEGEND (THIS SHEETIONLY) �YMBQLS ABOREMAIMUS AC ASPHALT CONCRETE EXIST AC AGG AGGREGATE SEE CONST NOTE 5 AVE AVENUE CL CENTERLINE CONST CONSTRUCT EP EDGE OF PAVEMENT CONST PER DETAIL B EXIST EXISTING FL FLOWLINE y CONST 2:1 SLOPE UON HP HINGE POINT LOL LAY—OUT LINE NTS NOT TO SCALE CONST AC DIKE PER CITY STANDARD 418 R/W RIGHT—OF—WAY STD STANDARD < < FLOW LINE UON UNLESS OTHERWISE NOTED ........ ....... !.-, . ...... . ... . ............. ... .. ... .......... .......... .. . . . .. . ............. ............... CONST AC PAVEMENT',"., ....... ........ ....... EXIST GRADE CONTOUR AND ELEVATION PROPERTY LINE EXIST FENCE L_L_ NORTH COAST ENGINEERING INC. copyright (0 1998 L PLAN HORIZ. 1 $0 = 10' VARIES 2 F__ . . ....... . �77 Z\ MATCH EXISTING 3 f CONST AC DIKE PER CITY STD 418 0 Q wZ LO u') Clq EXIST CROWN 13' TYPIC'6 A L SEC TION STA 1+00 TO STA 2+17 NTS ' NTS R/W 1 25' R/W 25' 5' 10' 15' VC 13' 50 15' VC 13 0 5s' 5t 51 50 5* 50 .......... ........... .............................. ........... 0 0 EXISTING GARAGE —Z ...................... .............. 0 EXISTING GARAGE: 0 Z............. . ...................................... .......... ....... C = FEET BELOW FL GRADE F = FEET ABOVE FL GRADE EXISTING CONC EXISTING SURFACE C = FEET BELOW FL GRADE TO REMAIN TO REMAIN F = FEET ABOVE FL GRADE .................... ........ ............... ............... ....... ........... ...... DRIVEWAY PROFIL; NTS DRIVEWAY PROFILE NTS ADDITIVE NO. I 1 11 REVISIONS I APPROVALS 3/10192 DESCRIPTIONS VISION DATE APPROVE APPROVALS REVISIONS APPROVALS REVISIONS APPROVALS , DESCRIPTIONS _ 13Y DATE APPROVED COUNCIL RESOLUTION NO. 26-92 _ D COUNCIL RESOLUTION NO. 26-92 3/10/92 DESCRIPTIONS BY DATE APPROVED COUNCIL RESOLUTION NO. 26-92 3/10/92 DESCRIPTIONS BY DATE APPROVED COUNCIL RESOLUTION NO. 26-92 3/10/92 1/2 1/2" R. 1/290 FILLER BION JOINT EXPANSION JOINT WIDTH• HIS POIN 'A. C. TYPE B STRUCTURE , BACKFILL 'STRUCTURE' ' 6ACKFILL . TYPE C A.C. DIKE k PAVEMENT WIDTH MEASURED TO THIS POINT w 16" I 1 _ 1 /2a► 18" /__1 2" RAD. < EEXXPAANSION JOINTS C- SHALL BE PLACED 3" u- AT 25' INTERVALS, 6" 3/4" RAD. 1 �/4 i AT ENDS OF ALL 3" CURB RETURNS, AND r- EACH SIDE OF DRIVE- ! WAY DEPRESSIONS. 3" 6" 1 /2" RAD. 1-3/4" THE INTERVALS BETWEEN EXPANSION 1 /2" x 1$" 14" --�- -- JOINTS SHALL VARY GREASED SMOOTH - , . ° • TO ALLOW MATCHING DOWEL OR #4 OF JOINTS ADJACENT REBAR W/SLEEVE �' , ' 4 EXISTING IMPROVE- �` ' ' MENTS. AT ALL EXPANSION t° STRUCTURE , JOINTS AND ' CONSTRUCTION JOINTS. TYPE A NOTE (1) TYPE "A" AND "C" CURB TO BE CLASS 'B' P.C.C. (2) DIKE TO BE TYPE `B' A.C. (3 STRUCTURE BACKFILL PER SECTION 19-3.06 STATE STANDARD SPECS. CURING METHOD - CURING SHALL BE BY PIGMENTED CURING COMPOUND METHOD ACCORDING TO THE PROVISIONS OF SECTION 90-7 OF THE STATE STANDARD SPECIFICATIONS. CURING COMPOUND SHALL BE WHITE PIGMENT TYPE. DRAWN BY: CITY OF ATASCADERO DRAWN BY: R.A.L. DRAWING NO. R.A.L. DESIGNED BY: ENGINEERING DEPARTMENT DESIGNED BY: S.J.S. S.J.S. 2 TE 92 CURBS 418 2�Z,9TE2 FILE NAME: FILE NAME: AT418.DWG AT419.DWG REVISIONS APPROVALS cn x 4' MIN. 10' MAX co cn 3" MIN ALL w 4 AROUND .,,,,.• CD Ri Q Ln 18" 2 3 B MIN 3" MIN A A 5 4" 2 B 1 SECTION B—B G CONCRETE 5 1 1/2- a v + 6 6 CLASS 11 AGG. BASE SECTION A—A Q INLET SHALL BE PAVED SWALE, RECTANGULAR CONDUIT OR PIPE(S). MAX. INLET DIAM./HEIGHT SHALL BE CURB HEIGHT MINUS 3 INCHES. INLET CONDUITS LARGER THAN 3" DIAM./HEIGHT MUST BE REDUCED WITH A MANIFOLD OR JUNCTION BOX. A JUNCTION BOX SHALL HAVE -D ENGINEER. Ln OR CURB RETURN. RECTANGULAR CAST IRON PIPE - ALHAMBRA A-470, OR APPROVED EQUAL. ® CAST IRON PIPE - 3" MAX. DIAM. (6" CURB) - 4" MAX. DIAM. D 5 CD 6 C - 0- r-- Q MULTIPLE DRAINS SHALL HAVE 6" MIN, CLEARANCE WITH c.n c� DRAWN M CITY OF ATASCADERO R.A.L. ENGINEERING DEPARTMENT DRAWING NO. 1_ 11 REVISIONS I APPROVALS 3/10192 DESCRIPTIONS VISION DATE APPROVE APPROVALS REVISIONS APPROVALS REVISIONS APPROVALS , DESCRIPTIONS _ 13Y DATE APPROVED COUNCIL RESOLUTION NO. 26-92 _ D COUNCIL RESOLUTION NO. 26-92 3/10/92 DESCRIPTIONS BY DATE APPROVED COUNCIL RESOLUTION NO. 26-92 3/10/92 DESCRIPTIONS BY DATE APPROVED COUNCIL RESOLUTION NO. 26-92 3/10/92 1/2 1/2" R. 1/290 FILLER BION JOINT EXPANSION JOINT WIDTH• HIS POIN 'A. C. TYPE B STRUCTURE , BACKFILL 'STRUCTURE' ' 6ACKFILL . TYPE C A.C. DIKE k PAVEMENT WIDTH MEASURED TO THIS POINT w 16" I 1 _ 1 /2a► 18" /__1 2" RAD. < EEXXPAANSION JOINTS C- SHALL BE PLACED 3" u- AT 25' INTERVALS, 6" 3/4" RAD. 1 �/4 i AT ENDS OF ALL 3" CURB RETURNS, AND r- EACH SIDE OF DRIVE- ! WAY DEPRESSIONS. 3" 6" 1 /2" RAD. 1-3/4" THE INTERVALS BETWEEN EXPANSION 1 /2" x 1$" 14" --�- -- JOINTS SHALL VARY GREASED SMOOTH - , . ° • TO ALLOW MATCHING DOWEL OR #4 OF JOINTS ADJACENT REBAR W/SLEEVE �' , ' 4 EXISTING IMPROVE- �` ' ' MENTS. AT ALL EXPANSION t° STRUCTURE , JOINTS AND ' CONSTRUCTION JOINTS. TYPE A NOTE (1) TYPE "A" AND "C" CURB TO BE CLASS 'B' P.C.C. (2) DIKE TO BE TYPE `B' A.C. (3 STRUCTURE BACKFILL PER SECTION 19-3.06 STATE STANDARD SPECS. CURING METHOD - CURING SHALL BE BY PIGMENTED CURING COMPOUND METHOD ACCORDING TO THE PROVISIONS OF SECTION 90-7 OF THE STATE STANDARD SPECIFICATIONS. CURING COMPOUND SHALL BE WHITE PIGMENT TYPE. DRAWN BY: CITY OF ATASCADERO DRAWN BY: R.A.L. DRAWING NO. R.A.L. DESIGNED BY: ENGINEERING DEPARTMENT DESIGNED BY: S.J.S. S.J.S. 2 TE 92 CURBS 418 2�Z,9TE2 FILE NAME: FILE NAME: AT418.DWG AT419.DWG NORTH COAST ENGINEERING INC. copyrightcn, 1998 5' MIN. 4'-6" MIN �2% y ... , y�F :,; 'a..?'�'•' ``h�;' ;awl:,: R/W MA REVISIONS APPROVALS DESCRIPTIONS BY DATE APPROVED COUNCIL RESOLUTION NO. 26-92 3/10/92 4' MIN. 10' MAX 1 12" 0 2 MIN 3" MIN ALL w 4 AROUND .,,,,.• wl 90' MAX v. 60' MIS,. / ®�,,�.. d•°''' �, m .---...--' �,. - G SECTION C— C 18" 2 3 B MIN 3" MIN A A 5 4" 2 B 1 SECTION B—B SIDEWALK WIDTH VARIES CLASS "B" CONCRETE 5 1 1/2- LIP t •,• s "40 + 6 6 CLASS 11 AGG. BASE SECTION A—A Q INLET SHALL BE PAVED SWALE, RECTANGULAR CONDUIT OR PIPE(S). MAX. INLET DIAM./HEIGHT SHALL BE CURB HEIGHT MINUS 3 INCHES. INLET CONDUITS LARGER THAN 3" DIAM./HEIGHT MUST BE REDUCED WITH A MANIFOLD OR JUNCTION BOX. A JUNCTION BOX SHALL HAVE ACCESS/CLEANOUT. INLET TYPE SHALL BE APPROVED BY THE CITY ENGINEER. UNDERDRAIN SHALL NOT BE CLOSER THAN 5 FEET TO A DRIVEWAY OR CURB RETURN. RECTANGULAR CAST IRON PIPE - ALHAMBRA A-470, OR APPROVED EQUAL. ® CAST IRON PIPE - 3" MAX. DIAM. (6" CURB) - 4" MAX. DIAM. (8" CURB) GALVANIZED 5 #4 REBAR AT 12" O.C. 6 CONCRETE SHALL BE CLASS B 7 CHANNEL SLOPE SHALL BE NO LESS THAN 2% AND SHALL BE PARALLEL WITH SIDEWALK SURFACE. Q MULTIPLE DRAINS SHALL HAVE 6" MIN, CLEARANCE WITH MAX. OF 3 DRAINS PER 10 FEET OF SIDEWALK. DRAINS SHALL NOT EXTEND BEYOND CURB FACE INTO GUTTER. DRAWN BY: CITY OF ATASCADERO R.A.L. ENGINEERING DEPARTMENT DRAWING NO. DESIGNED BY: SIDEWALK UNDERDRAIN 311 D` TE: 22792 WITH PIPES FILE NAME: 7 AT511. D WG 1 1 NORTH COAST ENGINEERING INC. copyrightcn, 1998 5' MIN. 4'-6" MIN �2% y ... , y�F :,; 'a..?'�'•' ``h�;' ;awl:,: R/W MA 1. SIDEWALKS SHALL BE CLASS B CONCRETE; A MINIMUM OF 4" THICK. 2. STRUCTURE BACKFILL MATERIAL A MINIMUM OF 4" IN DEPTH AND COMPACTED TO A MINIMUM OF 90% MAXIMUM DENSITY SHALL BE PLACED UNDER THE SIDEWALK WHEN THE SUBGRADE HAS AN R --•VALUE OF LESS THAN 70. 3. 1/2" EXPANSION JOINTS SHALL BE PLACED AT ALL CURB RETURNS, DRIVEWAYS AND AT ALL INTERVALS NOT EXCEEDING 25'. 1/2 0$ x 18" SMOOTH, GREASED DOWELS 24" O.C. TO BE PLACED THROUGH THE EXPANSIVE JOINTS. 4. WEAKENED PLANE JOINTS SHALL BE A MINIMUM OF 1-1/4" IN DEPTH AT INTERVALS NOT TO EXCEED 5'. 5. SIDEWALK WIDTH IN COMMERCIAL AREAS TO BE DETERMINED BY THE ENGINEER. (3) 1/2- SMOOTH DOWELS - (4) #4 CONTINUOUS A 0.70 x C.F. RADIUS z STANDARD mac # 4 0 4'-0" O.C. A EXPANSION 1/2- EXPANSION IJOINT MATERIAL JOINTS #4 0 18" O.C. 3" CLEAR` \\ I I I H STD. EXPANSION JOINT PLAN 3 3' 3' 3' aD A.C. PAVING PROJECT SECTION (4) #4 EQUALLY SPACED 3" CLEAR #4 CSD 4'-0" O.C. SECTION A- A NOTES: 1. ALL CONCRETE SHALL BE CLASS 'B' P.C.C., MIXED AND PLACED IN ACCORDANCE WITH THE APPLICABLE SECTIONS OF THE STATE STANDARDS SPECIFICATIONS. 2. ALL FLATWORK SHALL BE 8" THICK. CITY OF ATASCADERO DRAWN BY: ENGINEERING DEPARTMENT DRAWING NO. R.A.L. DESIGNED BY: S.J.S. SIDEWALKS 41 2 27' 92 FILE NAME: AT421. D WG CITY OF ATASCADERO ENGINEERING DEPARTMENT CROSS GUTTERS PROPERTY LINE __.. 'O� DRIVEWAY'1..� RESIDENTIAL: 12'MIN 1 20' MAX. COMMERCIAL: 16'MIN. 36' MAX. 1/2" EXPANSION JOINT ----- m 4 PROA H APRON Lj GUTTER FLOW LINE GUTTER 2� -- 3' VARIABLE 3' 12" RADIUS TOP OF CURB "'''�•/� -a--APPROACH APRON -DEPRESSED CU �' 12" RADIUS 1" LIP GUTTER FLOW LINE 1/2" EXPANSION JOINT ELEVATION 1/2" EXPANSION JOINT UNAWN tsY: DRAWING NO. R.A.L. S. J. S. TE - 421 2 27°/92 FILE 19Al7E--- AT423. D WG A ##WLW NORTH COAST ENGINEERING INC. ff%ffA& CIVIL ENGINEERING • LAND SURVEYING • PROJECT DEVELOPMENT 725 Creston Rd. —Suite B Paso Robles, CA 93446 (805) 239-3127 (805) 927-8651 SAME AS SIDEWALK 6" 2% 1 " LIP P.C.C. CLASS B. 51 J M X -v z U) 0 z C_ 0 z ` SLOPE BACK OF SECTION SIDEWALK TO GUTTER CITY OF ATASCADERO ENGINEERING DEPARTMENT DRAWING NO. DRIVEWAY APPROACH 423 WITH CONCRETE CURB & GUTTER o ESS/pN�� 3. SY4 29743 yk Exp. 3/31/99 yt ST9� O`,CALIF���\P Tkom AIM-. r • ■■ 1 1 r l CITY OF"ATASCADERO CITY STANDARD DRAWINGS STEVEN J. SY STER R.C.E. 29743 EXP. 3/31 99 DATE DESIGNED BY: DRAWN BY: CHECKED JO NUMBER SCALE: SHEET: 97145 1 " = 40' 4 OF 4 3' MIN 4' MIN. 10' MAX 2%_ 1. SIDEWALKS SHALL BE CLASS B CONCRETE; A MINIMUM OF 4" THICK. 2. STRUCTURE BACKFILL MATERIAL A MINIMUM OF 4" IN DEPTH AND COMPACTED TO A MINIMUM OF 90% MAXIMUM DENSITY SHALL BE PLACED UNDER THE SIDEWALK WHEN THE SUBGRADE HAS AN R --•VALUE OF LESS THAN 70. 3. 1/2" EXPANSION JOINTS SHALL BE PLACED AT ALL CURB RETURNS, DRIVEWAYS AND AT ALL INTERVALS NOT EXCEEDING 25'. 1/2 0$ x 18" SMOOTH, GREASED DOWELS 24" O.C. TO BE PLACED THROUGH THE EXPANSIVE JOINTS. 4. WEAKENED PLANE JOINTS SHALL BE A MINIMUM OF 1-1/4" IN DEPTH AT INTERVALS NOT TO EXCEED 5'. 5. SIDEWALK WIDTH IN COMMERCIAL AREAS TO BE DETERMINED BY THE ENGINEER. (3) 1/2- SMOOTH DOWELS - (4) #4 CONTINUOUS A 0.70 x C.F. RADIUS z STANDARD mac # 4 0 4'-0" O.C. A EXPANSION 1/2- EXPANSION IJOINT MATERIAL JOINTS #4 0 18" O.C. 3" CLEAR` \\ I I I H STD. EXPANSION JOINT PLAN 3 3' 3' 3' aD A.C. PAVING PROJECT SECTION (4) #4 EQUALLY SPACED 3" CLEAR #4 CSD 4'-0" O.C. SECTION A- A NOTES: 1. ALL CONCRETE SHALL BE CLASS 'B' P.C.C., MIXED AND PLACED IN ACCORDANCE WITH THE APPLICABLE SECTIONS OF THE STATE STANDARDS SPECIFICATIONS. 2. ALL FLATWORK SHALL BE 8" THICK. CITY OF ATASCADERO DRAWN BY: ENGINEERING DEPARTMENT DRAWING NO. R.A.L. DESIGNED BY: S.J.S. SIDEWALKS 41 2 27' 92 FILE NAME: AT421. D WG CITY OF ATASCADERO ENGINEERING DEPARTMENT CROSS GUTTERS PROPERTY LINE __.. 'O� DRIVEWAY'1..� RESIDENTIAL: 12'MIN 1 20' MAX. COMMERCIAL: 16'MIN. 36' MAX. 1/2" EXPANSION JOINT ----- m 4 PROA H APRON Lj GUTTER FLOW LINE GUTTER 2� -- 3' VARIABLE 3' 12" RADIUS TOP OF CURB "'''�•/� -a--APPROACH APRON -DEPRESSED CU �' 12" RADIUS 1" LIP GUTTER FLOW LINE 1/2" EXPANSION JOINT ELEVATION 1/2" EXPANSION JOINT UNAWN tsY: DRAWING NO. R.A.L. S. J. S. TE - 421 2 27°/92 FILE 19Al7E--- AT423. D WG A ##WLW NORTH COAST ENGINEERING INC. ff%ffA& CIVIL ENGINEERING • LAND SURVEYING • PROJECT DEVELOPMENT 725 Creston Rd. —Suite B Paso Robles, CA 93446 (805) 239-3127 (805) 927-8651 SAME AS SIDEWALK 6" 2% 1 " LIP P.C.C. CLASS B. 51 J M X -v z U) 0 z C_ 0 z ` SLOPE BACK OF SECTION SIDEWALK TO GUTTER CITY OF ATASCADERO ENGINEERING DEPARTMENT DRAWING NO. DRIVEWAY APPROACH 423 WITH CONCRETE CURB & GUTTER o ESS/pN�� 3. SY4 29743 yk Exp. 3/31/99 yt ST9� O`,CALIF���\P Tkom AIM-. r • ■■ 1 1 r l CITY OF"ATASCADERO CITY STANDARD DRAWINGS STEVEN J. SY STER R.C.E. 29743 EXP. 3/31 99 DATE DESIGNED BY: DRAWN BY: CHECKED JO NUMBER SCALE: SHEET: 97145 1 " = 40' 4 OF 4