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HomeMy WebLinkAbout2013 - Palma Avenue V) V) Z z 0 0 IMPROVEMENT PLANS FOR LU Uj SCOPE OF PROJECT: A. INSTALLATION OF NEW FRONTAGE IMPROVEMENTS WITHIN THE PUBLIC RIGHT OF WAY INCLUDING: LU HI _r I CURB, GUTTER AND SIDEWALK. U U 2. DRIVEWAY APRON 0- CL 3. ACCESSIBLE RAMPS 4. DRAINAGE INLET AND MODIFICATION TO EXISTING STORM DRAIN COLLECTION SYSTEM co 5. PAVEMENT STRIPING AND MARKINGS CO 6. DECORATIVE STREET LIGHTING 0 7. ADJUSTMENT OF EXISTING UTILITY BOXES AND APPURTENANCES ROTUNDA BUILDING LU B. INSTALLATION OF NEW ONSITE IMPROVEMENTS INCLUDING: CK 1. GRADING AND DRAINAGE OF ENTIRE SITE, INCLUDING INLETS AND SITE PIPING. 2. NEW CONCRETE AND MASONRY CURBS AND FLATWORK, INCLUDING CONCRETE FLATWORK AROUND C,1NEER EXISTING FOUNTAINS. bey 01 3. ACCESSIBLE RAMP STRUCTURE AND ASSOCIATED RAILING AT NORTHEAST CORNER OF BUILDING. 0 STREETSCAPE co 7 - 4. RETAINING WALL AND DRIVEWAY FROM WEST MALL AVE TO EXISTING BASEMENT ACCLESS DOOR, > INCLUDING TRENCH DRAINAGE SYSTEM. 5, ELECTRICAL FACILITIES FROM BASEMENT TO EXTERIOR STREET LIGHTS, FLAG POLE LIGHTS, AND 41, �`�121 IRRIGATION CONTROLLER AND VALVES. 6. LANDSCAPE PLANTING AND IRRIGATION SYSTEM. 7. FLAG POLE STRUCTURE AND LIGHTING. 0 0 FOUNDED \AcORPORA TED ® ® ARI T,p�, U.9 a C� Q Lu li TAL it till s U U <At> llttt__ *SACRAMENTO Pro ect < SAN FRANCIS o ca t o n 'CWRT MONTEREY vEHvEol 0 cp, LU 18ATASCADER *SAN LUIS OBI SPO ,4` �..! COUNTY OF SAN LUIS OBISPO , CIO *LOS ANGELES 0 VICINITYMAP LLJ LU SAN DIE NO SCALE STATE OF CALIFORNIA WO Sheet List Table U-J z F—V Sheet Number Sheet Title < _r V)ICINITYMAP C TITLE SHEET NO SCALE C) LU __j z C2 PALMA AVENUE .j > LU C3 WEST MALL < C4 LEWIS AVENUE co < < GENERAL NOTES: C5 EAST MALL 1. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR THE PERMITTEE TO CONTACT "UNDERGROUND SERVICE I ALERT (U.S.A.)"TOLL FREE AT 1-800-227-2600 FORTY EIGHT (48) C6 DETAILS 0 < HOURS PRIOR TO START OF CONSTRUCTION, FOR LOCATION OF POWER,TELEPHONE, OIL C7 DETAILS a– AND NATURAL GAS UNDERGROUND FACILITIES, CONTRACTOR OR PERMITEE SHALL ALSO D101 DEMOLITION PLAN z 0 CONTACT THE APPROPRIATE AGENCY FOR THE LOCATION OF CABLE T.V., WATER, SEWER, Q DRAINAGE OR UNDERGROUND FACILITIES. TORO TOPOGRAPHIC SURVEY BUSS THOMPSON, C.E. (J�4�069 LO 2. THE CONTRACTOR SHALL POSSESS A CLASS"A" LICENSE AT THE TIME THE CONTRACT IS DIOI DEMOLITION PLAN PUBLIC WORKS DIRECTOf�/ CITY ENGINEER 0 AWARDED. CIO] GRADING PLAN Llol IRRIGATION PLAN 3.TOPOGRAPHIC SURVEY WAS PERFORMED BY: DAKOS LAND SURVEYS, INC. LIA 0 t__ Uj ck� ATASCADERO, CA 1_102 IRRIGATION DETAILS 0 Uj cy- & _r 0 PHONE (805) 466-2445 Q_ 0(41 L201 PLANTING PLAN www.DakosLandSurveys-com DATE: JOb 12-058 JULY 2012 1_202 LANDSCAPE DETAILS 4/8/2013 0 L203 LANDSCAPE DETAILS DRAWN BY: U JAV 4. FOR THIS SURVEY IS THE TOP OF WATER VALVE LID ON EAST MALL HAVING AN A] 10 BASEMENT PLAN o -0, ELEVATION OF 855.78' PER PREVIOUS SURVEY. - A533 BASEMENT RAMP DETAILS CHECKED BY: O JAV 5. WATER METER RELOCATION/ADJUSTING/REPLACING SHALL BE PER THE ATASCADERO S301 FOUNDATION DETAILS 0 ESSlio _j < MUTUAL WATER COMPANY STANDARDS (DATED 2/20/09), IT IS THE CONTRACTORS LU 3: All ] FIRST FLOOR PLAN i khof FILE NO. LOCATION: LU RESPONSIBLITY TO NOTIFY ATASCADERO MUTUAL WATER COMPANY 72 HOURS BEFORE 17 2012-009 V) A531.13 ADD ALT #I - RAMP 3 ANY WORK TO BE DONE. 1i; < No. C 59920 _120 SCALE < Z A532 RAMP DETAILS (ADA RAMP) esign 6. THIS PROJECT SHALL COMPLY WITH TITLE 24 AND 2010 CALIFORNIA BUILDING CODE AS SHOWN LU 0 Civi\, sool GENERAL NOTES ry (CBC), CALIFORNIA MECHANICAL CODE (CMC), CALIFORNIA PLUMBING CODE (CPC), CALIFORNIA ELECTRICAL CODE (CEC), AND CALIFORNIA ENERGY CODE (CEnC), nF c Sol ] TYPICAL CONC. DETAILS Tl� a SHEET NO. p CALIFORNIA GREEN BUILDING STANDARDS CODE (CGBSC). [§ 107.2 CBC] EXPIRES: 12/31/2013 co 0 �N Sill FIRST FLOOR PLAN 5130 SAN JACINTO AVENUE L S301 CONCRETE DETAILS ATASCADERO, CA 93422 LU 805.462,6426 FAX 805.461,3175 0 ElIO BASEMENT POWER PLAN (FOR REF, O=NLY) VAN DEN EIKH6F 0 WWW.EIKHOFDESIGNGROUP.COM n CIO 'DATE TOTAL NUMBER,OF SHTS: #### ------------ SEE SHEET C3 FOR WORK ON WEST MALL SEE SHEET C5 FOR WORK ON EAST MALL e,4 V) IL z z t 0 0 Lu w 8 STA: 10+19.99 69.121 NEW 2"SCH 40 PVC CONDUIT AND CONDUCTORS NEW 2"SCH 40 PVC CONDUIT TFC ELEV 855.30 N AND CONDUCTORS /"e BC u u Lo, ui Lu .g 'a u u LO --iJ + INSTALL BIKE RACK (MATCH EXISTING 'U' NEW 6"STORM DRAIN LINE '0 < < +- z z STYLE BIKE RACK AT SUNKEN GARDENS) CONNECTED TO BACK OF NEW '�/'STA 1Z00�`9 7"', §9',/[TV CL QL (y) CATCH BASIN (SEE SHT. C 10 1) $1 447. L 4 '/e/ ST�A 1w..,I f, 5W.271 iff /% /X 0 iFC, 'j E,I �6 STA: 10+16.79-58.271 ------------- > TFC ELEV 855.5 "IN Llj ck� w "'k -5, 3 ui SIDEWALK <1 .4 (S -A EeOPSITE PLA,�S) PRC �j X > STA: 12+29.97-40-001 0) It 4 l ELEV 856.60 gg % STA: 10+29.99-40.001 ; I I I -Z/` e" EC C2 --ji LO ELEV 856-25 0 0 BC > 17 L-0 4 + t9ir, 4 4 4 REMOVE TOP OF EXISTING CATCH BASIN AND /�o -OF-WAY EX. RIGHT 4, < ADD MANHOLE LID AND GRADE RINGS AS LINE (TYP.) / X/ NECESSARY TO RAISE TO FINISH GRADE ad /,e" STA: 10+1 16 38.821 4 Z 0 48' 20"E 10 < 179.97' TFC ELEV 855.93 10 4 E CO NSTRUCT 23 LF OF 18" HDPE Rio, 4 -.19t 4 MIN. SLOPE = 0.5% _n" I 77, � .. 't . STA: 10+15.62 27.701 STA: 10+39-99 30.001 <1 12" WIDE COLORED CONCRETE IV STA: 12+19.97 30.001 1 TFC ELEV 856.09 ELEV 856.35 STA: 10+69.12-20.001 16 (DAVIS COLORTLAGSTONE BROWN) ELEV 856.61 EC TFC ELEV 855.90 < R 10.0' CV EC FYP.) BC \oy -4- -7 -------- STA: 12+27.0 . 32., 4 L0 161DO STA: 10+32.92-32.931 q . ELEV 856.64 [k�og -T 4 +- MID POINT All 16 L_ELEV 856.30 4 ------------- MIDPOINT 'Exi 8 ON, SLOPEZ.10,430% 51 lt'z r7- 41 856.00 ---------------------- N? NIP, �g md 0 k WIN ry 20.781 ISE �j- �v 0- IMPM'll STA: 10+20.78 R15" uj g nlR t IRA ELEV 855-64 �,.�wlmi�aw mi af -lsw 16,Amll RIIR M1,111, pli j" gg P. AT FLOWLINE 9,SSq gg STA: 10+58.27- 16.801 STA: 12+01.69- 16-801 STA: 12+21.14- 12.171 0 STA: 10+38-82- 12.171 LIP OF GUTTER TFC ELEV 856.38 SAWC NE STA: 10+27.70- 15.631 TFC ELEV=856-02 SAWCUT LINE TFC ELEV =856.44 T L I NF- < TFC ELEV=856-22 PRC TFC ELEV 856-17 PRC STA: 12+32,26- 15.631 EXISTING CROSSWALK 11+75 12+00 TFC ELEV 856.48 12+25 2+50 10+25 6. 10+50 10+75 11+00 11+25 S59048' 20"E 259.96' 11+50 1 i+_ I . 6- cp, a- 00 STA: 10+70.25- 20.001 STA: 20+00.00 EAST MALL CONSTRUCT STORM DRAIN INLET 8 STA: 12+59.96 LEWIS AVENUE PER CITY STD. 502 REMOVE EXISTING STA: 20+00.00 WEST MALL EX. IRRIGATION CONTROL WIRE CONDUIT STOP BAR STA: 10+00.00 LEWIS AVENUE TFC ELEV =855.91 (SEE ONSITE PLANS FOR CONNECTION A M A A V 9556 GRATE ELEV 855.24 INFORMATION -VERIFY LOCATION) AREA NOT SURVEYED 9�S6- 0 0 00 REA NOT SURVEYED 0000 00 000 00 0 Lij CL AREA NOT SURVEYED WEST MALL BULBOUT PROFILE EAST MALL BULBOUT PROFILE V) 0 w 860 CURVE C2 CURVE C3 860 860 860 Lli LLJ CURVE Cl 20.38' 20.38' - 20.38 20.38' n 81.53' 11.47' ry < 11.47' CQ LLJ 0- 20.18' ON 14, 00 u ZD 20.38' 20.38' 20.38' 1-0 17 N 17 01 + V) I r-1 00 CQ i N cq 0 z 1�1 00 CN 0 + + LO 110 C6 + V) co 6 + z 0- + CIS! al C,-, I esl + (D < 0 10 0 U-) 0 lr) < V) 00 + + CN - 0 + 0 1-0 LO < 6 1 < 6 (N 0 0 6 (y) < 6 < L0 V) 00 1)0 V) L0 L0 -46 I co V) QU Ln - L0 < 0 V) 2 6� 00 < L0 + < 0c) LQ 66 00 CO L0 I.- L6 v) 00 < LO U qy < Lr) V) Lr) 00 (y) �-- I I u') I— Q:� Lj_ U U uj it 00 00 V) U U_ z < Lr) V) U U LL_ LO OL F- U- u Lf u CO F u uj Q:� U_ -0.50% LL_ V) 00 U (y) Lu ca F_ H LL_ u_j F- -0.5)% 270971 -0-5721) ------ 856 856 4u0% -Z.6-897, - 856 C) CL F- < -2.0007o 856 -1.00% 1.00% -0-30% CL CURB RAMP < < cv -1,97% MATCH STA: 20+69.12 -0.50/o CL CURB RAMP ON EAST MALL GRADE BREAK TOP FACE OF CURB OL TOP FACE OF CURB CURVE C4 CURVE C5 CURVE C6 0 11.47' 81.53' 11.48' (D MATCH STA: 20+69.12 F_ LO ON WEST MALL NO 0 �4ATI_H EXI-,TIKW1(-,TQ) 852 852 852 852 FACE OF CURB 0 LEGEND Lu ce CONSTRUCTION NOTES 0 Lu 01 0 CB CATCH BASIN C? DATE: 0 CONSTRUCT SIDEWALK PER CITY STANDARD D I-3A AND DI-1 3A (SEE SHEET C6) BC BEGIN CURVE 4/8/2013 0 TER TYPE A2 PER CITY STANDARD R-1 7A (SEE SHEET C6) DRAWN BY: CONSTRUCT CURB AND GUT PRC POINT OF REVERSE CURVE CURVE DATA V) JAV I— U 0) CONSTRUCT CURB RAMP PER CITY STANDARD D I-4A (SEE SHEET C6) EC END CURVE 0 CURVE LENGTH RADIUS DELTA CHECKED BY: 0 0!� ESS/ CONSTRUCT DRIVEWAY APPROACH PER CALTRANS STANDARD NO. A87A (SEE SHEET C7) STA STATION C 1 11.47' 20.00' 3205 1'36" 1� JAV ,-)�l< z 0 �1- <11 GRAPHIC SCALE FILE NO. LOCATION: Lu CONSTRUCT CATCH BASIN PER CITY STANDARD NO. 502 (SEE SHEET C7) C2 81.53' 30.00' 155042'30" hof ,-1 Lu TFC TOP FACE OF CURB 0 10 20 2012-009 REMOVE EXISTING LIGHT POST AND FOOTING, BACKFILL WITH CLASS 11 BASE. C3 11.47' 20.00' 3205113611 cy- No. C 59920 -_0 ELEV ELEVATION SCALE: I INCH 10 FEET SCALE < 7 G '17 esigtj :D z �_ C4 11.47' 20.00' 3205 1'36" AS SHOWN Lu 0 PROTECT EXISTING UTILITY COVER AND ADJUST TO FINISHED SURFACE c/v0- E ELECTRICAL U- Q� -P a, 0 OF SHEET NO. �2 0 C5 81-53' 30.00' 155042'45" 3 C? INSTALL NEW 12' CROSSWALK WITH CROSS HATCH (MATCH EXISTING COLOR) roup N N REMOVE EXISTING AND PLACE 5" HMA OVER CLASS 11 BASE -3 (D BENCHMARK EXPIRES: 12/31/2013 00 C6 11.47' 20.00' 32051 f3611 'It SLUR FOR THIS WORK IS THE TOP OF WATER VALVE LID ON EAST MALL 5130 SAN JACINTO AVENUE SAWCUT, REMOVE EXISTING, AND PLACE 5" HMA OVER CLASS 11 BASE (SEE DETAIL ON SHEET C7) RY SEAL (TYPE 11) 0 HAVING AN ELEVATION OF 855.78' PER PREVIOUS SURVEY. ATASCADERO, CA 93422 Lu C7 23.58- 15.00 90003-00" 1 _1� p e," . :�� 805.462.6426 FAX 805.461.3175 0 -0 110 INSTALL NEW CITY MAINTAINED STREET LIGHT, POLE AND BASE, WITH PULLBOX, CONDUIT AND CL i7i 00 jEFERQ6K1VXN DffN_ DATE WWW.EIKHOFDESIGNGROUP.COM CONDUCTORS. FINAL LOCATION TO BE DETERMINED IN FIELD. (SEE DETAIL ON SHEET C7) TOTAL NUMBER OF SHTS: #### H T 4� ,L-yy) 0, F 7 ------------------------------------------- --------- ---------- ZzV) 0 0 STA- 22+96.29 WE MALL= 25 Z/_5 STA: 10+00.00 LE AVENUE 114 Sz u u STA: 20+00 _r.00 WEST MALL= EXISTING CROSSWALK u u STA: 10+00.00 LEWIS AVENUE EXISTING CROSSWALK z z < < MATCH FLOWLINE ELEVATION OF EXISTING GUTTER CL CL FROM STATION 20+69.12 TO STA 22+62.93 STA:20+27.70- 15.63'R co TFC ELEV=856-09 cz M 22+25 22+50 CO 22+00 L 4 z 59"E -296.29, 21+75 c 21+50 N300 10' Ipp 0 00. 21+25 -1 CO V) Lp 21+00 -0 20+75 _n 20+50 w 2,0+25 i -i - I .(:p ul CO 20.78'R 8- CONSTRUCT 16' WIDE COMMERCIAL DRIVEWAY STA: 20+20-78 cr, .-I ELEV GO 855-64 STA: 20+38.82- 12-17'R M A APPROACH. CENTER DRIVEWAY APPROACH ON ER AT FLOWLINE TFC ELEV 855-93 STA: 20+69.12-20.00'R SAWCUT LINE EXISTING BASEMENT DOORS 9 8 STA:20+58.27- 16.80'R TFC ELEV 855-30 20.0' r STA:22+62.93-20.00"R [-TFC ELEV 855.53 EC PRC 9 TFC ELEV =854-14 > 3 GUTTER LIP MATCH EXISTING Cs STA:20+15.62-27.70'R' 1.5' 0 TFC ELEV 856-17 2 I!MINIM I ON"I RdW' 77 "liun's, a. 71n, IN, INSTALL 1/2"X 18" ...... LO I& DOWELS @ 18"O.C. 7 + 77 AT JOINT BETWEEN NEW AND EXISTING cp 7 SIDEWALK t'0 Lp -4-.--- - �---1-1 "�_ -�I - I i " 853.82 4'M x + N, 1--------------- i --- f\N 0 --- IULLI- R 10.00' E imlvy E f 8s E , .+­ j E INSTALL TRUNCATED DOMES ON E E STING CURB RAMP TO REMAIN EXISTING 10 E STA: 20+39-99-30.00'R 7-4 853.79 Ir N300 10' 59"E 216.32 0'. n10 ELEV 856.25 CO L ------- BC "..o,0000000r 4 C7 NEW SIDEWALK NEW DRIVEWAY NEW 2"SCH 40 PVC CONDUIT 4 b" AND CONDUCTORS RIGHT-OF-WAY 0 EXISTING LO STA:20+32.92 32.93'R 44 (SEE ONSITE PLANS) (SEE ONSITE PLANS) ELEV=856.30 -------r LINE (TYP.) �_4 MID POINT STA:20+29-99 40.00'R 0 H LO ui ELEV 856-35 + E 9 cul 0 STA:20+12.16-38.82'R TFC ELEV 856.22 'A --- --------- F_ ga SEE SHEET C2 SEE ONSITE GRADING PLAN (TYP.) r i F_ L0 d + % NEW 2"SCH 40 PVC CONDUIT 0 AND CONDUCTORS J _j + A 0 -OF-WAY EXISTING RIGHT TA:20+16.79-58.27'R 4 SEE SHEET C2 TFC ELEV 856.02 LINE (TYP.) UJI PRC r) < STA: 20+19.99-69-12'R CL TFC ELEV 855.90 C SEE SHEET C4 FOR WORK ON LEWIS 0 ce PALMA uj UJ SEE SHEET C2 FOR WORK ON UJ n < U LEGEND V) CB CATCH BASIN V) < < z BC BEGIN CURVE > z < PRC POINT OF REVERSE CURVE > W W EC END CURVE Q < n STA STATION < ca < TFC TOP FACE OF CURB CURVE DATA < ELEV ELEVATION CURVE LENGTH RADIUS DELTA C) < E ELECTRICAL C1 11.47' 20.00' 32°51'36' z 0 G AND PLACE 5" HMA OVER CLASS 11 BASE C2 81.53' 30,00' 155042'30" 0 REMOVE EXISTING L0 C3 11.47' 20.00' 32°51'36"' 0 NO SLURRY SEAL (TYPE 11) - C4 11.47' 20.00' 32°51'36" C5 81.53' 30.00' 155042'45" u Lu Lu 0 ui C6 11.47' 20.00' 32°51'36" 0: _r j V) ---- DATE: D C7 23.58' 15-00' 90003'00" 0 CONSTRUCTION NOTES 4/8/2013 DRAWN BY: SHEET C6) CONSTRUCT SIDEWALK PER CITY STANDARD D1-3A AND DI-13A (SEE JAV CONSTRUCT CURB AND GUTTER TYPE A2 PER CITY STANDARD R-1 7A (SEE SHEET C6) CHECKED BY: V) sm JAV .--% (SEE SHEET C6) U 0) CONSTRUCT CURB RAMP PER CITY STANDARD D I-4A Lu 3: ) -b ikhof FILE NO./LOCATION: ET C 7) 2012-009 CONSTRUCT DRIVEWAY APPROACH PER CALTRANS STANDARD NO. A87A (SEE SHE rn < No. C 59920 SCAT E CONSTRUCT CATCH BASIN PER CITY STANDARD NO. 502 (SEE SHEET C7) -&� i g n LU3. AS SHOWN EXISTING LIGHT POST AND FOOTING. BACKFILL WITH CLASS 11 BASE. cjv�\' 'N OREMOVE 01F C SHEET NO. < Z roup z Lu ECT EXISTING UTILITY COVER AND ADJUST TO FINISHED SURFACE PROTECT EXPIRES: 12/31/2013 GRAPHIC SCALE 5130 SAN JACINTO AVENUE INSTALL NEW 12' CROSSWALK WITH CROSS HATCH (MATCH EXISTING COLOR) 10 20 ATASCADERO, CA 93422 0 00 3 L__ �� HMA OVER CLASS 11 BASE (SEE DETAIL ON SHEET C7) 805.462,6426 FAX 805.461.3175 10 FEET -COM #### SAWCUT, REMOVE EXISTING, AND PLACE 5" SCALE: I INCH JEFF DATE WWW,EIKHOFDESIGNGROUP TOTAL OF SHTS: (DAN DEN E1KNC3F Lu 0 r- 3: WITH PULLBOX, CONDUIT AND 0 0) 10 INSTALL NEW CITY MAINTAINED STREET LIGHT, POLE AND BASE, __j '-9 0 (SEE DETAIL ON SHEET C7) a_ V) CONDUCTORS. FINAL LOCATION TO BE DETERMINED IN FIELD. ST xm STA. 20+00.00 WEST MALL = STA: 10+00.00 LEWIS AVENUE STA: 22+96.29 WEST MALL= V) V) z z STA: 10+00.00 LEWIS AVENUE 0 0 b T6 j ui Lu a. k�E'`n.,R'�ax,1°�.:_,1 y"f':.r�'1...'G�_.....s?Ji�^a�«°'-:�.,-.�e�,�,����a+<kd`?.a,,.,rS,..",-..t,zv,,�\!.�c4t,'.�a...: d�S%'iE.i!7�;j€I-�iI{Iy!!Ii_£gry,39..__._ ce r,'.'*,�frs'f�,/;/•or1.r„'r/f/rd�r�rt"fi''/"�°r%`±rsF,r,�,,`r"r.'?�r';"J �dCU uj 111 :r _r 10+25 10+50 10+75 11+00 11+25 S590 50' 54"E 260.06' 11+50 11+75 12+00 12+25 12+50 u u I z z co EXISTING STORM DRAIN LINE a� CL RECONSTRUCT TOP OF STORM DRAIN Ab INLET TO MATCH NEW GRADES STA: 11+91.09 17.00'R S_ SAWCUT LINE STA: 10+41.09 17.00'R GUTTER LIP REMOVE EXISTING DRIVEWAY9-)5N:5b TFC ELEV 854.54 TFC ELEV =854.43 STA: 12+20.02-27.00'R' TFC TFC ELEV=854.05 9 GRADE BRAKE rl- 1 17.0' GRATE ELEV = 853.76 Z MATCH EXISTING ELEV=854.59 cli Lo 0 EXISTING CROSSWALK co V) STA: 12+35.64-21.40'R > &i�i?z, 51 Lu LEV 854.05 A �vv AT FLOW IN T, X� . , .0'i9 ----------- - - - -- - - - - - - - - - - 4sr'� C &L D ­1------- DN 0) .4 6 45 R wo� l'o 3 INSTALL TRUNCATED DOMES ON ".R 7 EXISTING CURB RAMP TO REMAIN 4� w gg7 ggmm bq EEJ j- i A I t- J_ DEMO ".3 854.57FS 7 854.33FS PULL BOX 0 (DJ/ E E E E E E 'k�9 17.00'R oil 74 12" WIDE COLORED CONCRETE STA: 12+25.03 TRANSITION CURB HEIGHT E 1O (DAVIS COLORTLAGSTONE BROWN TFC ELEV 854.43 4' 10 NEW 2"SCH 40 PVC CONDUIT OVER 10 FEET FROM 6" - ------------- (TYP.) BC PRESERVE AND PROTECT 4 1 b .4 AND CONDUCTORS 0 4 HEIGHT TO MATCH EXISTING STORM DRAIN LINE <1 S5905 I X EXISTING AT STA 10+41.09 0' 54"E, 180.04 d <1 8Z4x617 SAWCUT AND REMOVE EXISTING STA: 1 ]+23.8-TFC ELEV 854.32 STA: 12+30.02 37.0 I'R REMOVE EXISTING DRAIN INLET AND FACILITIES 24" BEYOND PROPOSED c) ELEV 854.78 Lo BACK OF SIDEWALK CONNECT EXISTING STORM DRAIN LINE Qr EX. RIGHT-OF-WAY (TYP.) <1 FROM BUILDING TO EXISTING STORM DRAIN (SEE ONSITE PLANS) LINE IN LEWIS AVENUE. INSTALL CLEANOUT AND COVER. <7 < 4 4 1,7 LLJ Ell 4 4 < Lu uj 4 --------------...... 4 I /T mg 4 4. 4 c _J 4- 1 ) '/ /' x U. uj 20.0' <7 A zi uj 4 J�l 121 ----------- .16 /7 4, 4 I < 4 < Lo x/ 0 PVC CONDUIT Lo NEW 2"SCH 4 1 1 ... / , 04, �A- - + AND CONDUCTORS + F_ MATCH FLOWLINE OF EXISTING CURB AND GUTTER F_ NEW 2"SCH 40 PVC CONDUIT AND CONDUCTORS ul lga, uj 41"1 V "J V`7 t ES '/v✓ Z L r Z SEE SHEET C3 FOR WORK ON WEST MALL SEE SHEET C5 FOR WORK ON EAST MALL UJI < 0 LEWIS AVENUE TFC PROFILE w ui LEGEND LIJ CB CATCH BASIN 856 856 PROPOSED TOP ui BC BEGIN CURVE FACE OF CURB V) Z 0 U-J z PRC POINT OF REVERSE CURVE 0.33% Nr L0 �-_ > EC END CURVE IN Lu < oll Lo co < 0- > z STA STATION + Lu uj ui _j L0 EXISTING TOP uj 0 (D n FACE OF CURB u TFC TOP FACE OF CURB Z Ljj 0 Lo 00 V) < 852 t 11 5z 852 co ELEV ELEVATION > w + w -r V) V) V) (D u�) CD c'o V) (D __j U U- U- uj H U- Qj W u- u-1 U_ uj U- uj E ELECTRICAL ui co co Lo M ­t CN 0�' K, N - m E� < U co co cy) �o Lo Lo Lo L�o 1.0 Lo Lo Lo �o Lo Lo Lo 1-0 co 00 00 00 00 g, 00 00 co co oc) CC) ALI! REMOVE EXISTING AND PLACE 5" HMA OVER CLASS 11 BASE 00 co 00 co co CL am I z 0 SLURRY SEAL (TYPE 11) 11+00 12+00 0 L0 0 11--o 7C) Lil LLj 0 ce� CONSTRUCTION NOTES 01 0 C? DATE: CONSTRUCT SIDEWALK PER CITY STANDARD DI-3A AND DI-1 3A (SEE SHEET C6) N 4/8/2013 (D CONSTRUCT CURB AND GUTTER TYPE A2 PER CITY STANDARD R-1 7A (SEE SHEET C6) DRAWN BY: JAV Luu'l -C ` 13 RETURN PROFILE 0) 0 CONSTRUCT CURB RAMP PER CITY STANDARD D I-4A (SEE SHEET C6) LEWIS AVE CUR 0 - CHECKED BY: a,- NO, A87A (SEE SHEET C7) Ass/CONSTRUCT[ Al DRIVEWAY APPROACH PER CALTRANS STANDARDJAV1)�12856 856 0 . STA: 12+35.64 <e� uI n EXISTING TOP STA: 12+40.03 LEWIS uj 15 % CONSTRUCT CATCH BASIN PER CITY STANDARD NO. 502 (SEE SHEET C7) STA: I 'l+91.09 1 FIL ELEV =854.05 ikhof FILE NO. LOCATION: Lu _/ FACE OF CURB STA: 22+64.46 EAST MALL r) TFC ELEV = 854.54 b AT CL OF RAMP 2012-009 < GRADE BRAKE -e.�3_317a_ 1.00% No. C 59920 0 REMOVE EXISTING LIGHT POST AND FOOTING. BACKFILL WITH CLASS 11 BASE. TFC 854.67 < Z (D esign SCALE z Z) uj 0 ------- AS SHOWN o PROTECT EXISTING UTILITY COVER AND ADJUST TO FINISHED SURFACE civ U- cz kL) ol PROPOSED TOP OF CA1-S�.N� p SHEET NO, �2 0 e-11% fol INSTALL NEW 12' CROSSWALK WITH CROSS HATCH (MATCH EXISTING COLOR) FACE OF CURB r o u STA: 12+25.03 EXPIRES: 12/31/2013 00 0 TFC ELEV = 854.43 GRAPHIC SCALE N PROPOSED ( 9 ) SAWCUT, REMOVE EXISTING, AND PLACE 511 HMA OVER CLASS 11 BASE (SEE DETAIL ON SHEET C7) FLOWLINE EXISTING ST RM GRATE ELEV 853.76 0 -1-0 20 5130 SAN JACINTO AVENUE f Lu DRAIN ll�LET 00 ATASCADERO, CA 93422 r- 111A 0 INSTALL NEW CITY MAINTAINED STREET LIGHT, POLE AND BASE, WITH PULLBOX, CONDUIT AND J I SCALE: 1 INCH 10 FEET 805.462.6426 FAX 805.461.3175 _, -o 852 852 'c/5 0 CONDUCTORS. FINAL LOCATION TO BE DETERMINED IN FIELD. (SEE DETAIL ON SHEET C7) VAN DEN EIRH�br DATE WWW.EIKHOFDESIGNGROUP.COM TOTAL NUMBER OF SHTS: #### LEW AVE C 50\ 6 LEI ---------- . . I - I . - SEE SHEET C2 FOR WORK ON PALMA SEE SHEET C4 FOR WORK ON LEWIS .......... I ­­­, i ,z - � I _11,� � - - ; .- i . ___� . I jo� �- � , 1, � , j 1 , -l--_-1--11.1- __l_l- I � - � i �_,.��, _�__ : I ; I STA- 20+19.99- 69.131 ,'. ;__ CURVE DATA - V) v) ---,I-.-. � ,J i I I I I � I , - ­­­ � _��_ll I ; � z z . 1,� � 4% i 1, N � I I __------ � I 11__­_­__l_,_l_,__" � ; 4 1 TFC ELEV=856.27 . _N I � , 0 0 STA: 20+16.75 - -1 -I- �-,.'�, *� __ ­­­­__ _______J, w - - , , 11 7) zl;5 , TFC ELEV I . . ------I-�� __ I BC ",\ , ',, / CURVE LENGTH RADIUS DELTA ��. 11 I - - ---__.__,____'l , -1 _ il__.- . ,�, ��, I I 1__���� � I,,,, > > I � I I . \11'-� L_____._________-____,__._, I I,----- ____� � 3;1 Lu W 11", 11 � I � - STA: 22+79.46-35.011 � R I, . .A] '5 31 z,%,�' 0�f CL/ � �I , �--------------------------------------------",-i '11� QiiI I � 1�1 .........�­...- _1 ;I ! \ ! � �z �sz � i z I \\ �,�;\ __] �-,��,-�-",--,-.�-��-�-,-.-.--,�-l'.�""-��"",�.,�1-11-1-�-�-l."-----,,� C 1 11.47' 20.00' 3205 1'36" TFC ELEV = 854.43 -�al �"I�d , I � -11111, -­­­ i I,­­­­� I I . -P,�I N I I 1_� ''I I , i I u u I I" ili'lii _0�.'; � . \ , "I I I ' I "I ��" Li-i Lu ;'§;,?�, i, � i . 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I I `lll"'l___l___�\// - - .., - - - I ­ = ,1� � . . . .,,- � "�, - � 11 - L� . = ,�i , , ,, I I - � ,� ,,p I I - - .. I �x 4 i STA: 20+32.92-32.931 4' INSTALL BIKE RACK (MATCH EXISTING 'U' = I = AND CONDUCTORS . . Ll - t - 1 " " � ri � i L­_.,_____t___ . ___­.t�_, _____�_­b,__--­-4-= i i , - - . . I up-mmg- 0 . , I .� ­ i N STYLE BIKE RACK AT SUNKEN GARDENS) - - . . . , _� ��, I - ­ --11 I = . - � 'I , . � 1 X*� I - , I i ; I � ELEV=856.64 N, .,. 1____� . N301'1 Z ONE 21 6.46' = " I I I a N (00 � / I I = . = . P1 � ; i . - - - - - - - - - � y�g­xj - . = -4 ,. -, ; � . � I . 4 + I - ;�_A . ... 4 I - -e � I I I I L.- - - - - - - - - - - .91- - - - -- - - - - - - - - - - acp ; � = I . N =: � , !� --l-11--il----I___+l__1___�___l­_­ [­ . STA: 20+58.27- 16.801 STA: 20+69-12-20.001 �_ll , - STA:22+69.45 40.011 . I .*., 0 ...1 I = . � - � , I 10 - =I . . Ll� I I - ,� r" - � / i - I ; 0 %_ I- I � - TFC ELEV=856.00 = 4 - ELEV= 854.59 - - __.___.l..............._.. � ; TF = ­____­ "_/-- Lo t _____________= � ,�, Lo j I '& 11 . ___A.._4 . = � > l_____ll-l_-lJll­l__-..".", _.!�------1--.,w'--- EC N � N . � � E E - � -_t_ i N I I �i___ i ELEV=856-60 PRC N I . a. � � � = / I I - � 16 1 - = I � !0p + 11 , ml / 1 . I w , 1 cp STA: 20+39.82-30.001 C ELEV =856-23 ZZ _____,__ __-, -- I N _ V_ i � I - � i - [ L_ I I--.---- CN 2 1 � Li�_ E � E � � . E E _1�1�___I____._,__� N Qj � � 6 � � - r- _­_l­_1­ll.l________+__ ___-_ . I N STA: 22+59.45-30.001 VV -_ . z � I . i r � I I_ . _,"',*`N� _l________. I 10.901 "" ELEV \�_ I I I I � \�, I 1�� =854.78 I/ � ,, 7n=mTrr tTiT,rmTrT TTmzt=llj�jlrm-'alT 9 1� � 1_�L. z/1-Z / I , � ; ; 4 � � I - I ,-\ �__ __-,__-� . I � � � � 4 ; I � � ; � � I � . 4 -, '�_ � _-JIL-_� �11__�__ ,__ ; . : I i � I � f mi r I L I ! I . . 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U , -"---,-----------------*-----------'------ -------------, I I V) i � i (/) 0 PRC POINT OF REVERSE CURVE i () < __j z � F- < i I EXISTING TOP I ::E EC END CURVE i FACE OF CURB z < ::E =) uj II`__ 0 i r n "* v) z STASTATION 1 856 - __ ___,_____i_­_l_l_­l___ll------,----,---,-------*-------,�-----�----------.--.-------.--,---------�--.,-------- I—— ---.---�----------.-�--�-,---.----------.-�,- 856 wm....� - - _j -_ ____ ------ __ _____ - --- - - - - -_ I- - - - - ----_ - - - - - - - - - - - - __ 1r;048%_ - - - ______,_____l_______________,_ I > < U-1 TFC TOP FACE OF CURB i I - j- - - - - - - - - -_- -- - - - � < Lu 0 I . - -_ I Q I I =- - - - - - ::D < 1 . ELEV ELEVATION i co < � I PROPO ED TOP - I ---------- FACE OF CURB-------�.---�-"---,,.�.,.,��,--.-----. --------- I -_ :2 E ELECTRICAL -��-----i--.-,�---,�------------,-----.......----------------- I < _j ' !; in < . --t--,---,.-,-,---,--11---,-,-----,-------­­-­------­--, "­_ ' ' I � I """ �-, ! �' '� CL `4 `�' - HMA OVER CLASS I BASE 14-3 1 R"ll 1101", REMOVE EXISTING AND PLACE 5' I i � ,!�,ik 00"I'll I " I I , I Ill Z M4 � � � z 0 = SLURRY SEAL (TYPE 11) I � ::D o 1 � I � � I �_ Lr) 852 1 � 852 NO (/) () V) () V) (D v) () V) 0 (/-) (,) (/) 0 V-) (D 0 Ll- Ljj Ll. Lli LL_ U_j U- W LL_ LU Ll- Lli LJ_ LU LL_ uj No * I a- 14- 04 Q V) - 00 t�ll �: N -44^ C) r--, oc) Li�W "t No (N ,qt 0- 0 r�l 00 _j 0 0- r--: 00 �� . . . . Lri '7Ii . . . . �__ -0 Lo L6 Lo Lo U-) Lri U-) �o Lo -It Lo -'t -q �_ L c vi � t�o Lo Lo �o �o Lo Lo �__ _j Lo Lo Lo Lo Lo Lo lx� V) �__ _�? 00 00 co 00 00 00 00 00 00 00 00 00 oc) 00 u �__ 0 co 00 u1i 0� CONSTRUCTION NOTES 1-1 If__ Lu ol . . I I I I I 0 Lu OL I-- 0 0- V) C? 21+00 22+00 - m �1_ DATE: 0 CONSTRUCT SIDEWALK PER CITY STANDARD D1-3A AND DI-13A (SEE SHEET C6) C14 0 1__� �! .--,% 0 1 (N ' r" CONSTRUCT CURB AND GUTTER TYPE A2 PER CITY STANDARD R-1 7A (SEE SHEET C6) DRAWN BY: 1_� �1� V) ,_2 JAV u 0) Lu 3: CONSTRUCT CURB RAMP PER CITY STANDARD D I-4A (SEE SHEET C6) n -0 0 1 1 1 0 _: &,��", - I � CHECKED BY: . Qece ��.'llxll._.1,��,����,_,�;� CL (;) CONSTRUCT DRIVEWAY APPROACH PER CALTRANS STANDARD NO. A87A (SEE SHEET C7) � li, 1)�z 0 . �..NAN - I,, - JAV . (D __j - I 0 < . I I <1� FILE NO./LOCATION: W3: ikhof ,.,,w CONSTRUCT CATCH BASIN PER CITY STANDARD NO. 502 (SEE SHEET C7) ce) - �' b 0 0 � ,� (10 c-) ---, A � 1 2012-009 L < 00-1% ui , � 1, 0 :�E n U6 REMOVE EXISTING LIGHT POST AND FOOTING. BACKFILL WITH CLASS 11 BASE. W_ No. C 59920 _2 I ­ . � � SCALE --- < z � I z :D * * es- i g n �_ LU o 11 __j PROTECT EXISTING UTILITY COVER AND ADJUST TO FINISHED SURFACE cjvj\, .. - Irl I 1116 AS SHOWN � I U- a�f (D ,,, -`111 �%,, _,`- -1 11, 1� 01 . r ,q_ �l '_��,� . I ;; �2 0 � �11'' SHEET NO. �, 1"... I a c� 1111 "m� roup 0 INSTALL NEW 12" CROSSWALK WITH CROSS HATCH (MATCH EXISTING COLOR) ` 11 It .1 , __E @ EXPIRES: 12/31/2013 , co ) GRAPHIC SCALE o- I N "T ,,- V, SAWCUT, REMOVE EXISTING, AND PLACE 5" HMA OVER CLASS 11 BASE (SEE DETAIL ON SHEET C7) 0 10 20 5130 SAN JACINTO AVENUE Li :L' (D ­­--------______ - Lu 0 M ATASCADERO, CA 93422 I= 3: 00 110 INSTALL NEW CITY MAINTAINED STREET LIGHT, POLE AND BASE, WITH PULLBOX, CONDUIT AND SCALE: 1 INCH = 10 FEET 4111147 805.462.6426 FAX 805.461-3175 _j -a I/ -j---- a_ *C-5 00 CONDUCTORS. FINAL LOCATION TO BE DETERMINED IN FIELD. (SEE DETAIL ON SHEET C7) I JErFVWA. VAN DEN If_lKH0Q) DATE I WWW.EIKHOFDESIGNGROUP.COM I TOTAL NUMBER OF SHTS: I- #### I I I - - -------- � I � ) I v c ; ! I ; f I , , I I 1 7 -------_ , I I' L`�_ - __'__� I I I I I 'I : ! I -r" I 0 1 1 '��5 co 410 0) I __"/"�� /�, - ,\�k\ I - ' ' - - STX_ 20+1 / ' /TFC EL ' ' '7: __ I - - 'N 2-16 38�821 -- . = EV 8�6.4 7- j� � � !t I . i AL .Aool _.. I .N.low ��>: I I I � � I j � i � � ; I . � I - ----,�---,------�-"-------------�-�------------�.,-----------,----�­ -_-_______---__-�� ------�- -"-.,--�---�------,---------�.-----�------,--�"-,--�1--�---�------I__,-----------I------ ,------�------'--------�,,----�-- ----�-,�------,�------,�--.q---�,-------�-�-------­_--­---------------�----,-----,,,�.��,�-,�,,��------��----------'-7�-��,��-1-7"�"-�,-�,-----�-11�ll-��--�,,�--,�-,--��-T.F.�-�,---�-�----�----�-�-�,��--�,-�-�-----.-�-�----�---"�,��T-.------�,-,--.�--"�.----,�,----�----,-,---------.�...-Il.�----�.---�.�-.--,,�----�,----'-,�,!�---�--""-."�-"�� -"---,--, ll��,' ­­­11--� _______._��,, I ____�l , I I I 11 � I " I I COUNCIL RESOLUTION NO.26-92 3/10/92 z z 0 0 Lu w 1 1/2" w w 1 1/2" U U A 6" 18" Z Z <[ R=1/2" 6 R-1/2" a __ SIDEWALK 1a R=1/2" 4"MIN.CONCRETE WITH Z :. d v 1/4"DEEP SCORE MARKSo - 2'-10° T-0"O.0 EACH WAY,MATCH SEE NOTE 7 M a• � c0 :a c0 M EXISTING OR PER CITY00 A CV a CV �' 00 2'-4" ENGINEER. SEE NOTES 10 AND 11 r `'- ! - z Nr SLOPE=2.0%MAX. • na; �'' o'' a �' CO 0 .' ..- ..'.• - 011 •, - :�•... • ®.. . CONCRETE SIDEWALK m LLJN io.' - FRONT EDGE OF o „ OL,w ' M,y SIDEWALK 9 R=1 REBAR/DOWEL(TYP.) ,." 06 s , . •O u P „Z . •$`:�- BRICK PAVER BAND 10%MAX o° 10%MAX TYPE Al TYPE A2 �-. SNEER , . a: BACKFILL 90 o MINACOMPACTION � � BRICK SOLDIER BAND .' °'• .• o�� •• ° .�°�°. ��QN 6, BEDDING SAND 2N-V �Q ti A BRICK PAVERS(SEE CONCRETE BRICK BAND PATTERN DETAIL,STD DWG.DI-13A) NOTES IN. 1.THE FOUR FOOT 2%MAX SLOPE 6, 2 CONCRETE R=112" _ „ 6" 18" w tl> tJ ? CURB&GUTTER SIDEWALK AREA CAN BE OMITTED TYPE A R-1/2 �- d v v4. SEE STD.DWG.R-17A,B WHEN RAMP WINGS ARE 8.33% 6"MIN,STRUCTURAL SLOPE OR LESS. a a �a 00 T _ C BACKFILL ?- - SECTION ~ B - • �• co M �s/�321 co RETAINING CURB AS NEEDED 2'-4" iso _ a N.T.S. V-4"-BRICKS PLACED 8.33% 8.33% IN MODIFIED'I'PATTERN " MAX X MAX SIDEWALK 2 1Q40. co NOTES: N N 2 N N SEE NOTES 10,11,AND 16 R=1" ` 1. SIDEWALKS SHALL BE 4"MIN.THICK,CLASS 2 CONCRETE-COLOR DAVIS COLOR'PEBBLE'#641 OR APPROVED EQUAL. SEE o P 00"0000cTYPE A3 TYPE A4 NTE 7 2. PLACE 4"MIN.STRUCTURAL BACKFILL MATERIAL TO 90%RELATIVE DENSITY UNDER SIDEWALK WHEN 02 n®00Ad� FRONT LESS THAN 70. �M ®600000 SIDEWALK DGE OF SUBGRADE R-VALUE IS S 3. PLACE 1/2"EXPANSION JOINTS AT ALL CURB RETURNS,DRIVEWAYS AND AT INTERVALS OF 40'TO 60'TO BRICK BOND COURSEo° Q•'°' ° c 10% 10% q ' ALLOW MATCHING OF JOINTS ADJACENT TO EXISTING IMPROVEMENTS, PLACE 1/2"X 18"SMOOTH, MAX MAX �1 1/2" GREASED DOWEL 24"O.C.THROUGH EXPANSION JOINTS b d MAX a a 12„ 1$„ *NOTES ARE COLATED ON 4. PLACE WEAKENED PLANE JOINTS A MINIMUM OF 1-1/4"IN DEPTH AT 5'MAXIMUM INTERVALS. STANDARD DRAWING R-19D 5. SIDEWALK WIDTH AS SHOWN ON PLANS OR AS DIRECTED BY ENGINEER. B R=1/2 6 6" 3" " RB " _ „ N R=1/2" 6. CURB AND GUTTER SHALL COMPLY WITH STANDARD DRAWINGS R-1 7A AND R-1 7B. 6 CONCRETE CURB, RY1/2 STANDARD DRAWING DI-13A. SEE CIVIL PLANS R-6 R=12" 7. BRICK SECTION-SEE S 8. POLYPROPYLENE FIBER REINFORCEMENT MAY BE SUBSTITUTED FOR REBAR.USE 1.5 LBS/CY(0.01%BY R=1/2 - VOLUME 3/4"MIN.LENGTH. MINIMUM OF 2,500 PSI PCC AT 28 DAYS WITH MAX.5"SLUMP. TYPE B � . � 9. PAVEMENT REMOVAL AND REPAIR: SAWCUT,REMOVE AND REPLACE AC PAVING A MIN.OF 18"FROM "' ARTERIAL). IF PAVEMENT IS PCC SAWCUT a a -- - GUTTER,8 THICK(LOCAL)AND 12 THICK(COLLECTOR, ) ' ;a .•�, �a ® a Q EXISTING PCC PAVING AT GUTTER LIP. IF EXISTING PCC PAVEMENT HAS AN AC CAP,SAWCUT AND REMOVE AC CAP 18"MIN.(EXCEPT AS REQUIRED IN THIS NOTE)FROM GUTTER LIP AND 40"UP AND SEE NOTES 10 AND 11 C C0 DOWNSTREAM AND REPLACE AC TO PROVIDE A SMOOTH UNIFORM SUFACE TO MATCH EXISTING RETAINING CURB SURFACE. AS NEEDED R=1 10. COLOR CONCRETE ACCORDING TO MANUFACTURER'S RECOMMENDATIONS WITH DAVIS COLORS- SEE NOTE 7 5'MIN. B E'#641 OR APPROVED EQUAL. 8.33%MAX .33%MAX SIDEWALK ' RURAL ROAD A5 ROLLED A6 a PEB L X 8 a NOTES: o N o N 00 06® C'41'2 Q900T qq 1. BRICK TYPE: SHALL BE AIRVOL BLOCK INC.,CONCRETE BRICK,GRADE N,NORMAL WEIGHT,3,000 PSI MIN. 00 60000 PER ASTM C55,COLORS-MIX OF DUSTY ROSE(1081),OLD TOWN RED(890),AND MOUNTAIN ROSE(4134). C 2. BRICK PATTERN: PLACE IN MODIFIED I PATTER AS SHOWN ABOVE. /'� 3. INSTALL PER MANUFACTURER'S SPECIFICATIONS. *NOTES FOR R-1 7A ARE ON STANDARD DRAWING R-1 7B { , �+ TYPE C ~•,�/ CITY OF ATASCADERO STANDARD DRAWING DRAWING NO. CITY OF ATASCADERO STANDARD DRAWING DRAWING NO. CITY OF ATASCADERO STANDARD DRAWING DRAWING NO, CITY OF ATASCADERO STANDARD DRAWING DRAWING NO. DESCRIPTION: DESCRIPTION: DESCRIPTION: 1 DESCRIPTION: SIDEWALK- ROTUNDA BUILDING D1-3A SIDEWALK RAMP CONCRETE BRICK BAND PATTERN- ROTUNDA SIDEWALK CURBS AND GUTTERS _ APPROVAL: DATE: XX/XX/2012 REVISIONS BY APP DATE APPROVAL: DATE: XX/XX/2011 REVISIONS BY APP DATE R-1 gA APPROVAL: DATE: XX/XX/2012 REVISIONS BY APP DATE1-1 R APPROVAL DATE: XX/XX/2011 REVISIONS BY APP DATE 1 7A TITLE BLOCK,CURB TYPE DMA RST 8/20/10 TITLE BLOCK,CURB TYPE DMA RST 8/20110 TITLE BLOCK,CURB TYPE DMA RST 8/20110 URB TYPE DMA RST 8/20/10 RUSSELL S.THOMPSON R.C.E.G43069 EXP.3/31/14 RUSSELL S.THOMPSON R.C.E.C43069 EXP.3/31!12 RUSSELL S.THOMPSON R.C.E.C43069 EXP,3!31114 RUSSELL S.THOMPSON R.C.E.C43069 EXP.3/31112 - DRAWN BY: DATE DRAWN: DRAWN BY: DATE DRAWN: SCALE: N.T.S. DRAWN BY: DATE DRAWN: SCALE: N.T.S'. low JAV 12/14/12 DRAWN BY: DATE DRAWN: SCALE: N.T.S. MRW 8129/06 SCALE: N.T.S. JAV 12/14/12 MRW 8129/06 VARIES 4'MIN.-SIDEWALK LANDING W r SIDEWALK FLOWLINE .4/ 24"STRAIGHT CURB *: "'Tp ECR CONCRETE GUTTER V BEDDING SAND 4"MIN.STRUCTURAL u 4 q d 0 FtL BACKFILL,90%MIN. P Lro 0 J o DETECTABLE WARNING COMPACTION co R=1/2" - " �Z V)� \�G ��� `'�0 6"MIN,STRUCTURAL BACKFILL, CONCRETE PAVERS t r~ ry �-6„ -� 4" R-1/2 5„ 18" =1/2 N ��' rl SIDEWALK PCO k w O 90%MIN.COMPACTION W W - ':•� �-• . 4 .� t o A � LIJ SECTION (� Q SIDEWALK `PNP\N N.T.S. SEE CONCRETE BRICK -•- '�' - tC14 & BCR d® PATTERN ROTDUNDA SIDEWALKV) b - w' LPR� (DI-13A) �---24"STRAIGHT CURB � V) Z . .� R=1" REBAR/DOWEL FL,p,RE .,....� �,•' (TYP.) ---'" CROSSWALK IF p, PROVIDED TYPE 131 TYPE B2 - -------- CROSSWALK IF PROVIDED W W Z -RAMP CORNER INSTALLATION ONE-RAMP CORNER INSTALLATION "'J p TWO ,�'" DETAIL A SEE NOTE 1 DETAIL B SEE NOTES 1,3,AND 15 w..D "�. 3 1/2" NOTES: ;;d r�'1 Q R=1/2'" 5�� 2" --18"_ R=1/2„ 1. AS SITE CONDITIONS DICTATE,CASE A THROUGH G CURB RAMPS MAY BE USED FOR CORNER CUT BRICKS TO MATCH L.�L..1 R=1/2" N INSTALLATIONS SIMILAR TO THOSE SHOWN IN DETAIL A AND B. THE CASE OF CURB RAMPS USED IN DETAIL CURVE 7 A DO NOT HAVE TO BE THE SAME. CASE A THROUGH G CURB RAMPS ALSO MAY BE USED AT MID BLOCK 12"WIDE GROOVED BORDER ::> LOCATIONS,AS SITE CONDITIONS DICTATE. WITH 1/4"DEEP BY 1/4"WIDE to + .a 2 IF DISTANCE FROM CURB TO BACK OF SIDEWALK IS TOO SHORT TO ACCOMODATE RAMP AND 4'PLATFORM TOOLED GROOVES. ---- Q LANDING AS SHOWN IN CASE A,THE SIDEWALK MAY BE DEPRESSED LONGITUDINALLY AS SHOWN IN CASE C. 4'MIN, ^ -L"-- Q �4® 3. WHEN RAMP IS LOCATED IN CENTER OF CURS RETURN,CROSSWALK CONFIGURATION MUST BE SIMILAR TO ADA DETECTABLE PAVERS �• #4 BAR �. -: a THAT SHOWN FOR DETAIL B. O #4 DOWEL SPACED 4' �• a - 4. AS SITE CONDITIONS DICTATE,THE RETAINING CURB SIDE AND FLARED SIDE OF THE CASE G RAMP SHALL SIDEWALK PLAN O MIN.LENGTH 8" R-1 BE CONSTRUCTED IN REVERSE POSITION. LO 5, IF LOCATED ON A CURVE,THE SIDES OF THE RAMP NEED NOT BE PARALLEL,BUT THE MINIMUM WIDTH OF TYPE B3 TYPE B4 THE RAMP SHALL BE 4'. 0 *__0 6. SIDE SLOPE OF THE RAMP FLARES VARY UNIFORMLY FROM A MAXIMUM OF 10 %AT CURB TO CONFORM WITH GUTTER GRADE FRONT CURB FACE LONGITUDINAL SIDEWALK SLOPE ADJACENT TO TOP OF THE RAMP,EXCEPT IN CASE C AND CASE F. N.T.S. RB QUANTITIES 7. THE CURB RAMP SHALL BE OUTLINED,AS SHOWN,WITH A 12"WIDE BORDER WITH 1/4"GROOVES NOTES: (�U Q APPROXIMATELY 3/4"ON CENTER. SEE GROOVING DETAIL ON STANDARD DRAWING R-1 9C, 8, TRANSITIONS FROM RAMPS TO WALKS,GUTTERS,OR STREETS SHALL BE FLUSH AND FREE OF ABRUPT NOTES: u O 1. STRUCTURE BACKFILL MATERIAL A MIN.OF 6"IN DEPTH AND CUBIC YARDS CHANGES. TYPE 1. SIDEWALK RAMPS SHALL BE CLASS 2 CONCRETE AND SHALL CONFORM TO STD.DWG.R-19A THROUGH R-19D. 0 w Lu « COMPACTED TO A MIN.OF 90%MAX.DENSITY SHALL BE PLACED PER FOOT 9. MAXIMUM SLOPES OF ADJOINING GUTTERS AND THE ROAD SURFACE IMMEDIATELY ADJACENT TO THE CURB © UNDER CURBS AND GUTTERS WHEN THE SUBGRADE HAS AN R-VALUE RAMP,SHALL NOT EXCEED 5 %WITHIN 4'OF THE TOP OR BOTTOM OF THE CURB RAMP. 2. STRUCTURE BACKFILL MATERIAL SHALL BE COMPACTED TO A MINIMUM OF 90%MAXIMUM DENSITY AND SHALL BE PLACED V) N OF LESS THAN 70. Al 0.026 10, CURB RAMPS SHALL HAVE A DETECTABLE WARNING SURFACE THAT EXTENDS THE FULL WIDTH AND DEPTH UNDER THE SIDEWALK RAMP WHEN SUBGRADE HAS AN R-VALUE LESS THAN 70. DATE: 2. POLYPROPYLENE FIBER REINFORCEMENT MAY BE SUBSTITUTED FOR OF THE RAMP. DETECTABLE WARNING SURFACES SHALL CONFORM TO THE DETAILS ON STANDARD 3. BRICKS SHALL BE CONSTRUCTED ACCORDING TO CITY OF ATASCADERO STANDARD DRAWING"CONCRETE BRICK BAND PATTERN REBAR, FIBER MUST HAVE THE FOLLOWING CHARACTERSITICS:1.5 A2 0.059 DRAWING R-1 9C -ROTUNDA SIDEWALK"DRAWING NO.DI-13A. 4/8/2013 N o LBS/CY(0.01%BY VOLUME),3/4" MINIMUM LENGTH. FIBER-REINFORCED 11. THE EDGE OF THE DETECTABLE WARNING SURFACE NEAREST THE STREET SHALL BE BETWEEN 6"AND 8" 4. DETECTABLE WARNING PAVERS SHALL BE CONSTRUCTED TO MATCH EXISTING SECTIONS OF EL CAMINO REAL COMPLYING WITH N P.C.C.SHALL HAVE THE FOLLOWING CHARACTERISICS:2500 PSI @ 28 A3 0.031 FROM THE GUTTER FLOWLINE. THIS STANDARD.WARNING PAVER MODEL:PAVE STONES DETECTABLE WARNING PAVER,BROWN/CHARCOAL BLEND TO MATCH DRAWN BY: i DAYS,AND A MAX SLUMP OF 5 INCHES. 12. SIDEWALK AND RAMP THICKNESS,"T",SHALL BE 3 1/2"MINIMUM. SEE SECTIONS A THROUGH C ON DWG. UNIT PAVERS.MANUFACTURER:PAVESTONE COMPANY,PHONE(916)452-5233.OR EQUIVALENT SUBJECT TO ENGINEER'S ,JAV w � 3. EXPANSION JOINTS SHALL BE PLACED AT 40-60'INTERVALS,AT ENDS A4 0'064 APPROVAL. R-1 9C. p -0 OF ALL CURB RETURNS,AND EACH SIDE OF DRIVEWAY DEPRESSIONS. A5 0.036 13. UTILITY PULL BOXES,MANHOLES,VAULTS,AND ALL OTHER UTILITY FACILITIES WITHIN THE BOUNDARIES OF 5. CONCRETE FOR SIDEWALKS SHALL BE COLORED ACCORDING TO MANUFACTURER'S RECOMMENDATIONS WITH DAVIS THE CURB RAMP WILL BE RELOCATED OR ADJUSTED TO GRADE BY THE OWNER PRIOR TO,OR IN COLORS-'PEBBLE'#641,OR APPROVED CITY EQUAL. 3Mw CHECKED BY: INTERVAL OF JOINTS SHALL VARY TO ALLOW MATCHING OF JOINTS Rp�'ESS/p ,�, s�'� � '� 1 N ADJACENT EXISTING IMPROVEMENTS. B1 0.029 CONJUNCTION WITH,CURB RAMP CONSTRUCTION. 6, 1/2"EXPANSION JOINTS SHALL BE PLACED AT ALL CURB RETURNS,DRIVEWAYS,AND AT VARYING INTERVALS OF 40-60'TO ALLOW Q 'rq JAV 14. FOR RETROFIT CONDITIONS,REMOVAL AND REPLACEMENT OF THE CURB APRON WILL BE AT THE MATCHING OF JOINTS ADJACENT EXISTING IMPROVEMENTS.1/2"X18"SMOOTH,GREASED DOWELS 24"O.C.TO BE PLACED • C� � 4. 1/2"X 18"GREASED SMOOTH DOWEL OR#4 REBAR WITH SLEEVE SHALL P• � y ;�� •L � 0 3. BE PLACED WITH LENGTH CENTERED AT ALL EXPANSION JOINTS AND 62 0.062 CONTRACTOR'S OPTION,UNLESS OTHERWISE SHOWN ON THE PROJECT PLANS. THROUGH EXPANSION JOINTS, ,Wi' F ikhof FILE NO./LOCATION: p CONSTRUCTION JOINTS. 15.REQUIRES CITY ENGINEER APPROVAL TO USE. 7. POLYPROPYLENE FIBER REINFORCEMENT MAY BE SUBSTITUTED FOR REBAR WITH CIG Y ENGINEER'S APPROVAL. 4' U N 5. CURBS TO BE"MINOR CONCRETE"TYPE P.C.C.W/550 LBS.OF B3 0.011 16. DETECTABLE WARNINGS SHALL CONSIST OF TRUNCATED DOMES WITH A DIAMETER OF NOMINAL 0.9 INCH AT THE BASE 2012-009 8. DETECTABLE WARNINGS SHALL CONSIST OF TRUNCATED DOMES WITH A DIAMETER OF NOMINAL 0.9(NCH AT THE BASE rri `� CEMENTITIOUS MATERIAL PER CUBIC YARD. B4 0.057 TAPERING TO 0.45 INCH AT THE TOP,A HEIGHT OF NOMINAL 0,20 INCH AND A CENTER-TO-CENTER SPACING OF NOMINAL TAPERING TO 0.45 INCH AT THE TOP,A HEIGHT OF NOMINAL 0.20 INCH AND A CENTER-TO-CENTER SPACING OF NOMINAL 2.35 No. C 59920 < ZZ 6.NEW ROADS CLEAR ZONE SHALL BE 7-10'OR PER CITY ENGINEER 2.35 INCHES IN COMPLIANCE WITH FIGURE 116-23A. THE DETECTABLE WARNING SHALL CONTRAST VISUALLY WITH Q TAT INCHES IN COMPLIANCE WITH FIGURE IIB-23A. THE DETECTABLE WARNING SHALL CONTRAST VISUALLY WITH ADJOINING SCALE HTO"A POLICY ON GEOMETRIC ROLLED 0.067 ADJOINING SURFACES,EITHER LIGHT-ON-DARK OR DARK-ON-LIGHT. THE MATERIAL USED TO PROVIDE CONTRAST S SHALL SURFACES,EITHER LIGHT-ON-DARK OR DARK-ON-LIGHT. THE MATERIAL USED TO PROVIDE CONTRAST SHALL BE AN INTEGRAL * �' i n z I- RECOMMENDATIONS AND THE AAS 'tom J OU- w DESIGN OF HIGHWAYS AND STREETS." BE AN INTEGRAL PART OF THE WALKING SURFACE. (§1227B.5.6 CBC] PART OF THE WALKING SURFACE. [§1227B.5.6 CBC] /� L`�V iL ���" AS SHOWN _ x ' OF � SHEET NO. �? Q DRAWING No. CITY OF ATASCADERO STANDARD DRAWING DRAWING NO. CITY OF ATASCADERO STANDARD DRAWING DRAWING NO, GA1. ` 0 o CITY OF ATASCADERO STANDARD DRAWING N N DESCRIPTION: DESCRIPTION: u p RAMP EXPIRES: 12/31/2013 DESCRIPTION: ROTUNDA BUILDING AREA SIDEWALK D14A 00 i CURBS AND GUTTERS SIDEWALK RAMPS 7BREVISIONS BY APP DATE R-1 APPROVAL: DATE: XX/XX/2012 REVISIONS BY APP PATE N APPROVAL DATE: XX/XX/2011 REVISIONS BY APP DATE R-1 APPROVAL: DATE: XX/XX/2011 TITLE BLOCK,CURB TYPE DMA RST 8120/10 TITLE BLOCK,CURB TYPE DMA RST 8/20!10 5130 SAN JAC I NTO AVENUE Lu -se TITLE BLOCK,CURB TYPE DMA RST 8120/10 ATASCADERO CA 93422 Lu O y RUSSELL S.THOMPSON R.C.E.C43069 EXP.3/31112 RUSSELL S.THOMPSON R.C.E.C43069 EXP,3/31/12 RUSSELL S.THOMPSON R.C.E.C43069 EXP. /31114 7 DRAWN BY: DATE DRAWN: SCALE: N.T.S. DRAWN BY: DATE DRAWN: DRAWN BY: DATE DRAWN: (U MRW 8!29/06 SCALE: N.T.S. JAV 12/14/12 SCALE: N.T.S. If 805.462,6426 FAX 805.461.3175 O MRW 8/29(06 �. JEFFR'E AN DEN EIKHOF DATE WVWV.EIKHOFDESIGNGROUP.COM TOTAL NUMBER OF SHTS: #### i Aa 4 REVISIONS APPROVALS REVISIONS APPROVALS DESCRIPTIONS BY DATE APPROVED COUNCIL RESOLUTIO O. 26-92 3 10 92 DESCRIPTIONS BY DATE APPROVED COUNCIL RESOLUTION NO. 26-92 3/10/92 z z O O SQ V) 12 1/2" NOTE: REINFORCING STEEL SHALL BE#4 BARS AT 18"O.C. NOTE: w w 1-1/2"BATTER PLACED 1-1/2"CLEAR TO INSIDE OF BOX UNLESS OTHERWISE NI T B H GRATE 17.25" *PGE STANDARD DRAWING WILL NOTED. BASIN FLOORS SHALL HAVE WOOD FLOAT FINISH HI O.D.X 3" U U AND A MINIMUM SLOPE OF 4:1 FROM ALL DIRECTIONS TOWARDS BE USED WHEN THE ELECTRICAL HIGH TENON LINE IS OWNED BY PGE. " ri H-1 OUTLET PIPE.. USE CLASS"A"P.C.C. FACE ANGLE TO EXTEND 12"X12" 4" 4" VARIES TRAFFIC RATED DEVELOPER SHALL CHECK WITH 3'S 8.5 U U 3""-" SAME SLOPE FULL,WIDTH OF BOX.. FOR IL a HEIGHT 6"CURB AS GUTTER 18"X1 8 5 5 REQUIREMENTS VARIES TRAFFIC RATED LOCATION .' 2„ 1" t -l- 24"X24" 7,63" 5.75" VARIES TRAFFIC RATED FOR F ;I' "�- 36"x36" 8" 6" VARIES TRAFFIC RATED OPTIONAL OUTLET OPTIONAL _ 7" �'' - ACORN STYLE LUMINAIRE WITH OUTLET - - 1/4 DOOR OPENING cl 100 WATT HPS LAMP WITH DARK 3"X 5"X 4.5 H, <;; 00 „ i 3 MIN. GREEN HOUSING AND BUD FINIAL: DOOR O '41 WASHINGTON OPENING FOR 1/2"0 6" • H A A OSTL TE/OLOPHANE MODEL ANCHORAGE 5.5" > '� GALVANIZED STEEL GRATE 12°DIA. Ci/ :..:4-:=•_ 3.5" BOLT CIRCLE ANCHORS ~•�•�••-• N WAUIODHPMTN7N3 AND WIRING 2 11-3/$ ACCESS - �- OPTIONAL BANNER POLE LOCATED ON SIDEWALK SIDE 3#3 TIES ATU__211 ` ESR OF LIGHT POLE. CITY WILL 17G -�I( 1 1/2 O.C. �- '• 3 MIN. 4 PROVIDE SPECIFICATION, IF *, 44 REQUIRED. POURED 3/4"HOT DIP p p 8„ _T 3" CONCRETE BASE 17„ GALVANIZED L-TYPE .. a 3000 PSI MINall . 48" MIN. ANCHOR BOLTS(4 PER > 4-3/4 X27 LX3 ) w N p -• ' ---.-�--- T r/4 y #3 TIES AT - `' MIN.ANCHOR POST ) C V BOLTS 24 MIN, °'' �3 0 t 2-8" t CURB SCORING LINE d H 12 Q.C. O Q- SECTION A-A PLAN a ANCHORAGE 6#5 VERTICAL I-•-24"DIA-1 S/,�3t 4 STEEL REBARS ROUND CAGE LAMP POST H t 1/4 8'-®" OR LESS 6" „ do r rr r rr rr 1/4"RADIUS 9 1/4"RADIUS 17.25" 81-1 TO 20-0 8 ,/ Q p ° BUD FINIAL a•• .. . . 12'_0" � WASHINGTON STYLE CAST HEIGHT TABLE ANGLE To „ 5"L2-1/2"x 2-1/2"x 1/4" ALUMINUM POST WITH 17" REMOVABLE GLASS TOP 1/4 MATCH 2 9 USE LED FIXTURE. SUBMIT DIAMETER BASE MOUNTING AND NOTE: COVER REFLECTOR TYP. CURB FACE 1/2"0 0-18"O.C. TAPERED SHAFT: ANTIQUE FIXTURE INFORMATION TO 1/4 5.1/2 B STREET LAMP MODEL PA W17 12 2FGIUS-S ANDG ENGINEER FOR APPROVAL. PRISMATIC GLASS FIXTURE SHALL HAVE A 2700K REFLECTOR 31 FACE ANGLE ANCHOR TYPICAL PRE- CAST 8'-0" COLOR RATING. 45-7/8" NOTE:FRAME SHALL NOTE:GRATES TO BE BICYLCE PROOF A.C.BERM IN BE DIPPED OR PER STATE STD.PLAN D77-B RURAL AREAS CATCH BASIN PAINTED IN DETAIL"B" ONLY COMMERCIAL QUALITY ASPHALTUM PAINT. CONC.CURB LUMINAIRE HOUSING(FLUTED) 3 1/2"x 1/2° DROP SLOPE 2" NOTES: SEE LIGHT POLE BASE DETAIL 3, DETAIL"B" '"•``�.•, r 3 MIN. 1 STANDARD DRAWING DA 2.2 OPTIONAL ELECTRICAL MODULE 0 '�' . CONCRETE: TYPE II PORTLAND CEMENT ASTM C 150, • . •• SS-G--1960/3, TYPE 1/11 LOW ALKALI, MINIMUM COMPRESSIVE 5.5" AS DIRECTED BY CITY ENGINEER n c r' . / • STRENGTH 3000 PSI AT 28 DAYS. 1/2 y CONITOACII CITYPWDTO H W STAINLESS STEEL SET SCREWS FOR USE WITH ;9/'': DETERMINE IF OUTLET IS NEEDED 24"WIDE GRATE 2, REINFORCING BAR: ASRTM A 615, GRADE 40, AS NEEDED. --'"1 1 --- TENON FITTER SIZED FOR 3" 0 ------- Z-2111(24" 1-11 5/8) © EXPANSION CENTERLINE OF POLE ASSEMBLY 2-0 = 3'MIN. 3. SECONDARY REINFORCING: "FIBERMESH" POLYPROPYLENE FIBERS SHALL BE 24"BEHIND ADJACENT "� JOINT SHALL BE ADDED TO THE CONCRETE AT A CONCENTRATION OF 1,5 L4"x3"x1/2" Q WING TRANSITION PLAN POUNDS PER CUBIC YARDS TO CONTROL CURBFACE LIGHT DETAIL U NOTE:PIPES THAT ARE UNABLE TO ATTAIN 3"MIN. SHRINKAGE CRACKING. 3'-5 3/8" CLEARANCE FROM INSIDE BOX WALLS WILL REQUIRE '" TYPICAL FRAME A DESIGN APPROVED BY THE CITY ENGINEER. 4. STANDARD KNOCKOUTS. DRAWN BY: ATASCADERO DRAWN BY: CITY OF ATASCADERO CITY OF ATASCADERO STANDARD DRAWING DRAWING No. CITY OF ATASCADERO STANDARD DRAWING DRAWING No. < R.A.L. CITY OF DRAWING NO. LDC ENGINEERING DEPARTMENT DRAWING NO. ENGINEERING DEPARTMENT DESIGNED BY: DESCRIPTION: DOWNTOWN AREA CITY OWNED LIGHT FIXTURE D1 -2A DESCRIPTI°": DOWNTOWN AREA LIGHT FIXTURE DESIGNED BY: TYPICAL REVISIONS BY APP DATE D1-2B S.J.S. APPROVAL: DATE: XX/XX/2011 REVISIONS BY APP DATE APPROVAL: PATE: XX/XX/2011 DATE: STORM ®RAIN INLET D OE: 0 4 v 0 2 TITLE BLOCK,CURB TYPE DMA RST 8/20/10 TITLE BLOCK,CURB TYPE DMA RST 8/20/10 02/27/92 FILE NAME• PRE- CAST CATCH BASIN RUSSELL S.THOMPSON R.C.E.C43069 EXP.3/31/12 RUSSELL S.THOMPSON R.C.E.C43069 EXP,3/31/12 FILE NAME: ISH. 2 OF 2 DRAWN BY:MRW DATE DRAWN:8/29/06 SCALE: N.T.S. DRAWN BY:MRW DATE DRAWN:8/29/06 SCALE: N.T.S. AT502.DWG SH. 1 OF 2 MIMIf3 tfY,i S'\:YYr 61'8.9 d. �`., . °F` t".`„, . ., .: o. a ; , ., , 3%. ::'�C, nsc::� ...o„_,$,# :s e 8'o-, � ,.y;,�� .fq,.,b, � x . .r. ;.,f.��, x ...,y,,. "�a a, b.RETAI I G CURBS ". ,, .rx. • : r t ,,.,v I+i dtiNN MATCH #0. f �z.,3, � ,MATCH WHEN NECESSARY . 4 , s. Vo r V �, ' � �=�- =a r • Va *6- ,n "�,. �;� i - � v 4.a..f , ` .'' s, * �;:3 i+� ✓f `n� a s `5 A=$a `�Y: •'_ d�'4 ( k eaa �- i0."a,�'...,.• , .A•Y". �,. a7� :. .� 0.A�.w �"`.�. .�..hd%�v I{�kh .k.o ='f.� }.. -- �;�gyy"` 3�.5 u. 4�,x ,p .,a,,, "- J _ ,..,�.... "!,.s... w..,pd, R .,;. .�y, t 1__s 7?.+' ,3°-w, ,_, T �'.k4s a X�•:s! ti E"a�',ST���,5 �� �� o-4 r•�i"$' :-;y M ,. ,.l" ,� 4�. FC 856.25 .�z ,�. ,,, n �. .,�_ x � . �,�,: _ , I. . �- � . FC 856.18 Uj NEEDED NEEDED / l _ " R 7v(1 u (� / l Jr/ ... ,:v• ,rv: a :.»:t 6.„,. �• l i.%. M..-.... .. M.A.vy�,�1 .... vY zy�. Y!�i._. ., y iE"'�..;, ,.., G�a k• ,� ',. �: �r§k {�. s.s,. x"S,�h ,'�� $5„ i- 0..E, •:"� r Mr., sw ..� �'l+'&a _�. _ SEE NOTE 9 LIP AT Barra of FL $55.25 }... _.•�.� �g....< ., t . -� ��,..e �: .. - �, ,. � �.", ,�. �„ FL 855.18 DRIVEWAY RAMP. ,�,� 2" , ,. _� x� .. D ABOVE SIDEWALK. I '=b" r ,JOIN 8,33%Max N 8.33%Max JOI GUTTER GRADE T, SEE NOTE 6 Q 5EE NOTE 8 ` 2q• n0.sr�rr a r./iraa�Acwrnc MMS 6.J` 6.0' J�.O' 6.0' 6.5' FRONT ROUNDEp Max cw�ceN�s srrtu Mor �eFae EDGE OF a' CURB �tz,wXcr cwErfl�ss p u�Mv SIDEWALK SIDEWALK >* '7 QUANTITIES c>a scs� a W 10%Max CUBIC YARDS 7.96% 9.00% r ` �� 9.00% 7.27%. ------�-�..- -+.�= �.r----;------ > 45^� a81 a �46^ > TYPE PER LINEAR FOOT c CASE A Ai-fi 0.02585 O TABLE A „ Typical driveway, sidewalk not depressed All 0.03080. 3 `i `;' ;, FG = 855.18 VARY CURB FACE HEIGHT TO 7.811 CURB DIMENSIONS 5.5 A2-6 0.05903 TYPE H1 H2 wi 'W2' MATCH EXISTING (TYP.) LLJ W X Var Vor X LIP AT BOTTOM OF SEE NOTE 8 Vor A2-8 0.06379 PLAN pRIVEWAY RAMP, At-6 1'-2 6" 7?, 1 DEPRESSED A3-6 0,01036 o O o " ABOVE SIDEWALK Al-8 1'-4" 8" 8" 2 D,Q W X Vor W Vor X ROUNDED - fix- A2-6 t'-0 6 2`-7:: 1,.; GUTTER GRADE A3-8 0.01436 NOTE __ - - q Bi-4 0.02185 A2-8 1 8" 2'^8 2 N CV Q �j' Bt-6 0,02930 r- ___ 4& 5 SIDEWALK T, SEE NOTE 6 A3 6 6" 5" 7," 1," `FG `855.59 B2-4 0,05515 NOTE: 10%Max --- A3-8 s 7 --7-?' 1f 6° 9"DOOR OPENIN 1.CONTRACTOR SHALL CONFIRM SPACING AND s2-s o.ost71 Iv 61-4 1-0 4 7 2 �' hal (,n PLACEMENT OF ANCHOR BOLTS WITH PG&E PRIOR TO CASE B B3-4 0.0osat U B1-6 V-2" 6" 9" 4" _ B3-6 0 01074 v Z B2-4 10" 4" 2'-7; 2. © Cjo� p7 GUTTER GRADE BOTTOM OF CURB priveWoy With depressed sidewalk B4 0.057096.28/0 5.T,2/O INSTALLATION. 11 DIA. GUR6 FACE B2-6 1'-0 6" 2-9 4' Cf) �-#`" -""'I 2.FOR ANCHOR BOLT DETAILS FOR BRIDGE ELEVATION SECTIONS D-4 0.04083 } 63-a a 3" 7" z" BOLT CIRCLE IMPROVEMENTS,SEE SHEET S-4. D-6 0.06800. » -I Z Q E 0.06661 B3-s s" 5" s 3:, D MATCH DRIVEWAYS D-4 10 4 1-6 1-1 z FG = 855.66 FG = 855.64 MATCH 0 FG =856.45 � » ES D-s 1-0 6 z-z 1-9 p FG = 856.38 W W Z rr 6,. 2,_0,. 6 2" 1'-0" 2'-0" �7 NOTES: Lu 2 R-°" s" :W22 R-?" R=?" R=e" - x 5" "W2" R��" 3» R='" CONSTRUCT SIDEWALK RAMP TYPE B PER CITY STANDARD DRAWING NO. R-19A ON SHEET C6 Q N 2" OR Vor �� R-6" 3l4 HOT DIP 4. ry10 A CIA ry GALVANIZED L TYPE s 4 4 ll c �. a.': a- - - c 4 4 4 4 4 A. #4 Z Q. ' P' '- I /' °' q` I I 4 ., EAST MALL CURB RAMP DETAIL CGS ANCHOR BOLTS(4 PER x > ' c 4 A 4 r;.' o LONGITUDINAL i. o. �. a �' .s a o z q.' 4: BAR �{4� DOWEL SPACED 4'-O" „ , POST) R=1" Min LENGTH 8 R_1» > SCALE: 1 5 TYPE A CURBS TYPE A3 CURBS TYPE D CURBS TYPE E CURB 11 TYPE Al CURBS E 2 See Table A See Table A Superimposed on existing pavement See Table A > Q ^� »W1» See Table A R= 5" W2" 2`-0" R='" WIDTH VARIES NEW SIDEWALK Q ANCHORAGE R-?" 5. 2' '" �'112. __,.._.._ .. R=?» 5W1" "W2" R-,» 7" 2" 2 2'-0" Rx?" RIDGE 51DEWALK 2„ LIGHT POLE AND LUMINARY 4 a� 2" OR Var R=?" �+ f- 2" OR Vor ry N � r rp 4. x SLOPE 2Y.- FACE OF CURB �.�./ C) TO BE SUPPLIED BY PG&E _ 4" IFx , 4 , R 'I.1 ;' ' _ a ° ' • o • • - 1 4 ° h• C• C 6, .� a 0, I.4. d 1_.�' 4 FINISHED I- .4' .' #'4 ,,• ♦ o ROADWAY r 1 / o I A > > LONGITUDINAL ° p ° a. ° I. 1. >. �. SURFACE '0' R=1" BAR a n DOWEL ACED 4`-0" rn R 1" q 4 -r y w,,.,,- a o � TYPE B1 CURBS TYPE B2 CURBS TYPE B3 CURBS TYPE B4 CURBS TYPE H CURB EXISTING SURFACE " " " See Table A See Table A Superimposed on existin pavement On Bridges -' " 4-3A x27 Lx3 MIN ANCHORg p g "< See Table A 3#3 TIES AT BOLTS �° 1 1/2"O.C. HARDSCAPE PAVING NOTES: CURBS REMOVE AND REPLACE 5" NMA "- U SEE LANDSCAPE PLANS) 1,Case A driveway section typically applies. 5,X is a variable When sidewalk is located Where 8.Minimum Width of clear passageway for sidewalk Ui 0 C? IN LANDSCAPED AREAS,TOP OF Wheelchairs mo traverse the surface. Slopes shall shall be 4'-0". RECOMPACT SUBGRADE TO 95% RELATIVE NEW CURB AND GUTTER 2.Use Case B driveway section when romp slopes Would not exceed 8.33 N CONCRETE SHALL BE 2"AFC; HANDHOLE PER PG&E exceed 10�,in Case A. 9. Retaining curbs and acquisition of construction STATE OF CALIFORNIA COMPACTION. PLACE ADDITION CLASS II BASE AS OTHERWISE TOP OF CONCRETE REQUIREMENTS 6.Sidewalk and romp thickness"T" at driveway shall be easement may be necessaryfor narrow sidewalks or DEPARTMENT OF TRANSPORTATION DATE: CV 3.Use Case B driveway section when sidewalk cross 4" for residentol and 6" for commercial. curb heights in excess of 6", NECESSARY TO ADJUST SUBGRADE. SHALL BE FLUSH WITH GRADE. slope Would exceed 2%in Case A. CURBS AND DRIVEWAYS 4/8/2013 7.Difference in slope of the driveway ramp and the 10. Across the pedestrian route of curb romp locations. C, 4.X=3`-O" except for curb heights over 10" where slope of a line between the gutter and a point on the gutter pan slope shall not exceed 1" of REMOVE AND REPLACE �Ji f HMA DETAIL CONCRETE WALKWAY 4:1 slopes shall be used on curb slope. the roadway 5-0" from gutter line shall not depth for each 2'-0" of Width. NO SCALE exceed 157. Reduce driveway romp slope. not DRAWN BY: gutter slope, Where required. A87A A NIS JAV U c) »_ LU `� _._._._•.._._._._._. _ _._._._•_._._._.__._•.; t CHECKED BY: POURED CONCRETE r 0.e° QRoFESSroNq JAV n Q BASE 3000 PSI MIN NCO P••v� l F W „ �w � F �� ����` ��`��' .��� ��' ikhof FILE NO./LOCATION: o #3 TIES AT 12 O.0 4, , " 2012-009 0 6#5 VERTICAL 3„Mw ' + © STEEL REBARS SCALE Z cz No. C 59920 •� _ �- • z ROUND CAGE 20.DIA. CONDUIT AND WIRES esign t k U'j O CONNECT To PANEL AS '� ` NOTED ON DRAWING ` ,47� C/utL o`��`�` AS SHOWN p LAMP POST of 1.�F CY) CA N � � ro SHEET NO. N STANDARD DRAWING DRAWING No. CITY OF ATASCADEROEXPIRES: 12/31/201300 0 DESCRIPTION: PGE LIGHT POLE DETAILS 5130 SAN JACINTO AVENUE qg� APPROVAL: DATE: xX/XX/2011 REVISIONS BY APP GATE D1-2C t- TITLE BLOCK,CURB TYPE DMR RST 8!20/10 ° ATASCADERO, CA 93422 O RUSSELL S.THOMPSON R.C.E.C43069 EXP,3/31/12 805.462.6426 FAX 805.461.3175 c � DRAWN BY:MRW DATE DRAWN:8/29/06 SCALE: N.T.S. JEF VAN In EIKHOF DATE WWW.EIKHOFDESIGNGROUP.COM TOTAL NUMBER OF SHTS: #### ,F -••....+ae ...^.v,.. .,.,,*yr,.,,,m....,..,.._,.._.,,__._......................°"`M..-...._....._,...._._...__...._.-.,..-w..,»:,'.:.r-„M....--,._,....,....._.____..._.----^a. :x,,+.....,.s......,--..___...,..-...,,....,-a..n*. .^..,e., -.- ._�,,. ,:..-.:.,,,---"--....-_ ......s,. .,.w.s,,.,qe-T...,«....,_-.-..,-.-.___^' ,. an...m -..... _ ... • ..........................e,.. ..m-..,--,-.,-.,e-.,_-._-..-.,.,,». »-... ,...--- --.....„m.:..R. ..w.....-:.. '--- .,....-__.-,. ...-,....,_.,:.-,,,.,..,,..+ .0..n--" -, r,.•.e -- ""-,-- c« ,me•^" ..,.. -.. ....,. .-, _ ........,..._., .._,...._._,_... __ .r.,eomrc5waw,.». _ _. _._____...-._.._-,.,,......-.-_.---.._. . ,-.--,-,-.......,.,.-.,,.... ,,.•,. .. -_. .....,.«,,*... -... nom',.,..,•....... ... .. ..,..,. -... .... -. .... .... ... m..,-.--.- .,. -.. -.... ..-. ......,. ^'--.-.A._.,..,.,,..w.0.=s,o,..-, ._...... - -..-.,.,-..,...,...,....-. . .o,..,,,,.,-,-. ..,.. ......- e.,v.^