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Home My WebLink About1984 - West MallM u x x 0 z 0 ca a. uj _j a. �U_j Wj M INDEX OF SHEETS STATE: OF CALIFORNIA DE,PARmw1mmMENT OF TRANSPORTATION .......... ___ I'' ---- Z z w u— T h e C o n t r a c t o r S. h a I 'I p c s, s �s s s e a s,-) f,,,) r "'.-,"n, �!, qr�,, - n F, e as specifled in fh- "Notice to v4'1.-ontracfors,?' on neige of thc�, Special Provisions. Cr a - LOCATION OF CON ""4O K' Rou-TE r)I EC—C4MINO REAL _77— SAN TA yc� PALMA A!/E. AVE V ATASCADERO To Paso Robles 0 �� Scale In Feet 1000 0 1000 2000 FOR REDUCED PLANS 0 2 3 ORIGMAIL SCALE' IS, IN INCHES a I Run= DIST COUNTY ROUTE POST MILE TOTAL PROJECT SHEET TOTAL NO. SHEETS 05 SLO 41 16, 2 DEL N87TE SISKIYOU r 7 MOWK MODO( )'HASIA , !FHAMA P4 jMV) NN Bio i A, MENDR,W) W VA, A(- F k 0 N u� w NAPA', A N WA�: N ,,AN -RAN' AM.iA Pr ')AN ARA` .- N 'AN �AGSI 'A iArA vt N A am no�� _ LOCATION m"Ar"" Ile, 4 L. Pollock 13332 District Director of Transport at iol r,, No, Registered 3131/89 Civil Engineer Exp. CIVIL IV ......... . Plans Approval Date 0 V IS Chief, Office of Office Engineer No. Registered Civil Engineer Exp CIVIL Contract No'. 05-o2 ui ,z E 0 ui z Lo Q_ co ui M INDEX OF SHEETS STATE: OF CALIFORNIA DE,PARmw1mmMENT OF TRANSPORTATION .......... ___ I'' ---- Z z w u— T h e C o n t r a c t o r S. h a I 'I p c s, s �s s s e a s,-) f,,,) r "'.-,"n, �!, qr�,, - n F, e as specifled in fh- "Notice to v4'1.-ontracfors,?' on neige of thc�, Special Provisions. Cr a - LOCATION OF CON ""4O K' Rou-TE r)I EC—C4MINO REAL _77— SAN TA yc� PALMA A!/E. AVE V ATASCADERO To Paso Robles 0 �� Scale In Feet 1000 0 1000 2000 FOR REDUCED PLANS 0 2 3 ORIGMAIL SCALE' IS, IN INCHES a I Run= DIST COUNTY ROUTE POST MILE TOTAL PROJECT SHEET TOTAL NO. SHEETS 05 SLO 41 16, 2 DEL N87TE SISKIYOU r 7 MOWK MODO( )'HASIA , !FHAMA P4 jMV) NN Bio i A, MENDR,W) W VA, A(- F k 0 N u� w NAPA', A N WA�: N ,,AN -RAN' AM.iA Pr ')AN ARA` .- N 'AN �AGSI 'A iArA vt N A am no�� _ LOCATION m"Ar"" Ile, 4 L. Pollock 13332 District Director of Transport at iol r,, No, Registered 3131/89 Civil Engineer Exp. CIVIL IV ......... . Plans Approval Date 0 V IS Chief, Office of Office Engineer No. Registered Civil Engineer Exp CIVIL Contract No'. 05-o2 Ki W Morin Mr -TRIM r. PG8iE Service point NO. SLO-L2j6 120/240 VAC PG13E UndeNroun,d service POLE AND EOUIPMENT SCHEDULE . ..... ..... DIST. COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS STANDARD VEH SIG M -TG---------- PED SIG PP® 05 1 SLO 41 16.2 1 NO. Most HPS REMARKS Type Sig M.A. Lurgi M.A• Arm Pole MTG Arrow LUMINAIRE lk))S/o JOI REGISTERED CIVIL ENGINEER qi NOTES: 1® All signal heads shall be provided with backplates. . :............:« 2. Exact location of the signal standards to be determined by the Engineer. 2. ............... ............... ... ................ . .. .................... . . ........ ............ . ........ .............. . . ................. ................ ... ..................... .................... ....... ...................... , . ..... ........ . ...... ...... .......... ................... ..... S. 5 9 .................. ................ ................................ low, R/W ............. ....... ................. ............... ........ ...... ...«................................ A . . . . .................yqr ......... 6 RAS ...... RAO 3 ......... 06 ....... ...... ....... ...... .................. ........... ........ ............ ...................... ............ ...... . . .................. ........... ...... . ...................•..........•.................... ------------ .............. ...... ... . ..................... ....... ... ................... . .......... ......................................... ....... .......... ......... ........ I ............................... ................ ............................................................... ............. ...... ....... ....... ....... ........ ....... ....... ........ ...... . ........... ....... ......... ..... ... 6x 3 5' 1 GJ21 *--5 := J 1621 .... ...... x 185' to Limit Line 6 35== .... . ..... ....... .... EL CAMINO REAL ROUTE 41 01 EL CAMINO E .... .......... ........ ....... - ----- ...... .... ...... ------ _R-A—L . . . .............................. .......... ...... ............................... ....... ........... ............. ......... ....... ...... G,XGO, ........ ...... ... ..... .................... . .... .. F-1 185' to Limit Line G'x35' 8 ... ......... .......... ..... .. 3 G'x35' % J1623 low �W -S .. NOWANXV-000 ow CAMS"MMUMI .................. .......... .............................. ....... ............................ .... ................. .. . .......... . . ......................................... ............. .... . ... ------------- ...... ...... ........... ............................ ....................................... P 6-W-WWN=I 10*WWN-MI 3 % 3 ♦0 •02p If ........................ ........... ........................... . .... . ------ . .. . ..................... . ............ ...... . ............... ............ .. <...........,............,.., 120/24 VAC -7 F-ORM DC-0E-92—PF( REV. 1/86) 88 39443 f a trench 9 911 V4" in. polyethylene or vinyl tubing. L5j 26-3-7C 40' 12' MAS SV -2 -UM Lbj Install 2" conduit with pull rope and two #5' pull 20OW L(j I -A TV -1 -UM 8 SP -1 -UM 8 <_ Electrolier to be relocated 19-2-70 25' 12' MAS SV -1 -UM 248SR2-W. 8 <-- 20OW 2 UD -• -1- TV -1 -UM WM 2 NOTES: 1® All signal heads shall be provided with backplates. . :............:« 2. Exact location of the signal standards to be determined by the Engineer. 2. ............... ............... ... ................ . .. .................... . . ........ ............ . ........ .............. . . ................. ................ ... ..................... .................... ....... ...................... , . ..... ........ . ...... ...... .......... ................... ..... S. 5 9 .................. ................ ................................ low, R/W ............. ....... ................. ............... ........ ...... ...«................................ A . . . . .................yqr ......... 6 RAS ...... RAO 3 ......... 06 ....... ...... ....... ...... .................. ........... ........ ............ ...................... ............ ...... . . .................. ........... ...... . ...................•..........•.................... ------------ .............. ...... ... . ..................... ....... ... ................... . .......... ......................................... ....... .......... ......... ........ I ............................... ................ ............................................................... ............. ...... ....... ....... ....... ........ ....... ....... ........ ...... . ........... ....... ......... ..... ... 6x 3 5' 1 GJ21 *--5 := J 1621 .... ...... x 185' to Limit Line 6 35== .... . ..... ....... .... EL CAMINO REAL ROUTE 41 01 EL CAMINO E .... .......... ........ ....... - ----- ...... .... ...... ------ _R-A—L . . . .............................. .......... ...... ............................... ....... ........... ............. ......... ....... ...... G,XGO, ........ ...... ... ..... .................... . .... .. F-1 185' to Limit Line G'x35' 8 ... ......... .......... ..... .. 3 G'x35' % J1623 low �W -S .. NOWANXV-000 ow CAMS"MMUMI .................. .......... .............................. ....... ............................ .... ................. .. . .......... . . ......................................... ............. .... . ... ------------- ...... ...... ........... ............................ ....................................... P 6-W-WWN=I 10*WWN-MI 3 % 3 ♦0 •02p If ........................ ........... ........................... . .... . ------ . .. . ..................... . ............ ...... . ............... ............ .. <...........,............,.., 120/24 VAC -7 F-ORM DC-0E-92—PF( REV. 1/86) 88 39443 f a trench 9 911 V4" in. polyethylene or vinyl tubing. L5j Electrolier to be removed by others. Lbj Install 2" conduit with pull rope and two #5' pull boxes for future use. L(j Install State furnished sign (R73-3). Install State furnished sign (1334). Electrolier to be relocated by others. This plan accurate for electrical work only. FOR REDUCED PLANS 0 1 2 3 ORIGINAL SCALE IS IN INCHES ,,%'LANS APPROVAL DATg W.P. Heath Jr. cc No. - 17059 Exp. 6-3o-89 CIVIL OF C Nv\F 7 SIR 1111 �� W I 111111M AWG i� i Or j Cable J Conductor Run - Conduit Size - -------- -- ------- --- - -- 02 Ped Si_g �.0000... PPB CAM -m -on -------- .000e... N��MMMMMMMM 0000... Si nal Common Luminaires �.osoo.o. I Signal Service 01 Detector �om000ii .��i MM MMM �iiiviio' Opticom '-Detector Cable ---- CU 052',1 A 254701 DIST. COUNTY ROUTE r-%J%D 1 IVIR-1--o onr_r_ I i U I ML TOTAL PROJECT NO. SHEETS 05 SL O 41 16.2 - - -------- REGISTERED CIVIL ENGINEER W2, Heath Jr A rNo. 17059 e • PLANS APPROVAL DATE EXP 6-30-8 CIVIL OF r% A., S c a I e: A 1 =20' . .. . ................ Uj > LU Uj Q0. . . .... . ....... ..... ....... ...... ...... 00 ....... — --------- - - ............ . .......... % 4 Gos Jl� . .. ......... . ... w.....•+....,..........« ....... R/W ... ... . .. . ........... M. H - — ------ ---------- .......................... W. . . . . . .. . .............................................. ...... .............u._._..... ,--..--- ........................ Q LIJ 0 500 22 C MINO EL L REAROUTE 41 V ........... . . . ................ ...... i ............. . . ............... Ar -0 9 3 rZ. ---------- IJj Y. to White stripe (Diagon al) PQ�p z 39 2 VV, 90. Iwo -. ............................ : ....... ... ................. ..................... ....... - ----- ............................................. - -------------------- ------------ - . . . ............... ...................... . . .. . . ... . — ------ - - ...... .............. . .......... .4 ...... .......... .......... .......... .......... ......... .......... ......... ......... ......... -------- 2 .............................. ............................. ....... ....... 3 . ....................... ... _V_______4__� . . . . ............ ................... ................ ............ ........................... . .............................................. ......... ...................w ...................... I ................ .............................. ...... ....... * ......... * ...... --------------- ............. ................. .................... .......... . .................... ............. .......... ...................... .............. ...... ........ . . ................ ......................... 2 2 4=30 ElrCAMINIO ..................... .......• . .................... Z .................... . ................. . . . . ............................ 0, 21 V W V 41 .. . .......... ..................................... ................. . ....... . . ....... ......................... Al .............................. ......................................... ..................... . . . ...... . .. . ....... SPECIFIC NJOTES, >1 I'AINT 5 Remove existing thermoplastic pavement marking. T R"' A F F I C S T R I F E` Remove existing pointed pavement marking. (2—COMT) Z� DETAIL LINEAR F T 3 Remove existing pointed traffic stripe(Detail 32). 15 G"4'ENERAL NOTES 10 1. Exact location and position of signs. stripe and pavement markings to be determined by the Engineer. 8" White PAVEMENT: n I:. 1v1%j V U. I AREA (Diagonal) 2. For pavement markings.. see iia. Plan NSP A-2.4%, (S (S F0 MOSSWALK 4 21 84 TRAFFIC STRIPEXING _j ................ 3. This plan accurate for signs. stripe and pavement man a ago% LEGEIy R 0 S$WALK 0 145 lin. ft. I lin. f t.= Detail 145 U2 40 LF C= Total 85 markings only. 0. �NATE X I sq. ft. coo 4. For stripe detail see Std. Plans RSP A20 -A, OSTRIPE DETAIL Total Relocate to clear new sidewalk 415 UJ 0 RSP A20 -B and RSP A20 -C. Remove when no longer needed ,PLANREMOVE PAVEMENT MARKING U, WOOD POST SIGN DETAIL *See Std. Plan RSP A20 -C NIB LU A THERMOPLASTIC REMOVE 'THERNOPLAST- PERMANENT SIGNAVEMENTS f mj'm' OP MARKERS 4" THERMALAASTK; -IC TffiW0ftAP;71(0"_', N0%TPlPP* LU U. 4000 j act Cl) U. ,,X t gf . .......... .4 ...... .......... .......... .......... .......... ......... .......... ......... ......... ......... -------- 2 .............................. ............................. ....... ....... 3 . ....................... ... _V_______4__� . . . . ............ ................... ................ ............ ........................... . .............................................. ......... ...................w ...................... I ................ .............................. ...... ....... * ......... * ...... --------------- ............. ................. .................... .......... . .................... ............. .......... ...................... .............. ...... ........ . . ................ ......................... 2 2 4=30 ElrCAMINIO ..................... .......• . .................... Z .................... . ................. . . . . ............................ 0, 21 V W V 41 .. . .......... ..................................... ................. . ....... . . ....... ......................... Al .............................. ......................................... ..................... . . . ...... . .. . ....... SPECIFIC NJOTES, >1 I'AINT 5 Remove existing thermoplastic pavement marking. T R"' A F F I C S T R I F E` Remove existing pointed pavement marking. (2—COMT) Z� DETAIL LINEAR F T 3 Remove existing pointed traffic stripe(Detail 32). 15 G"4'ENERAL NOTES 10 1. Exact location and position of signs. stripe and pavement markings to be determined by the Engineer. 8" White *See,Std. Plan SP A20 -C FO RM OC--OE-92—PF (REV. 1/86) se n4O PAVEamj@E T r PAVEMENT: n I:. 1v1%j V U. I AREA (Diagonal) 2. For pavement markings.. see iia. Plan NSP A-2.4%, (S (S F0 MOSSWALK 4 21 84 TRAFFIC STRIPEXING _j ................ 3. This plan accurate for signs. stripe and pavement man a ago% LEGEIy R 0 S$WALK 0 145 lin. ft. I lin. f t.= Detail 145 U2 40 LF _j 4 —T+ Total 85 markings only. R �NATE *(Detail 39A) (D i EC I sq. ft. 4. For stripe detail see Std. Plans RSP A20 -A, OSTRIPE DETAIL Total Relocate to clear new sidewalk 415 UJ 0 RSP A20 -B and RSP A20 -C. Remove when no longer needed ,PLANREMOVE PAVEMENT MARKING 3: WOOD POST SIGN DETAIL *See Std. Plan RSP A20 -C NIB A THERMOPLASTIC REMOVE 'THERNOPLAST- PERMANENT SIGNAVEMENTS f mj'm' OP MARKERS 4" THERMALAASTK; -IC TffiW0ftAP;71(0"_', N0%TPlPP* *See,Std. Plan SP A20 -C FO RM OC--OE-92—PF (REV. 1/86) se n4O PAVEamj@E T r PAVEMENT: QUANTITY', AREA MARKING (Unear Feet) (S (S F0 MOSSWALK 245 22 2(120)=240 *(Detail ................ LIMIT LINE man RELOCATE ROADSIDE SIGN *(Detail �'9 30 to new sidewalk y. ONEPOST 275 *See,Std. Plan SP A20 -C FO RM OC--OE-92—PF (REV. 1/86) se n4O PAVEamj@E T r PAVEMENT QUANTITY" ARE A TOTAL AREA MARKING (e j J, (S qF 0 (S F 0 -------- STOP TYPE D 22 12 22 2(120)=240 LIMIT LINE *(Detail 39) ................ Relocate from old sidewalk man RELOCATE ROADSIDE SIGN MrTI&I F EV r, 0 116M, ITEM OF WORK LOCATION NO SIGN COPE REFLECTIVE DETAIL REMARKS DETAIL LINEAR FT R2 TYPE D 22 12 22 2(120)=240 Relocate from old sidewalk RELOCATE ROADSIDE SIGN Ltj R32 to new sidewalk ONEPOST L2_1 R SIGI SI—■ Q GI Relocate to clear new sidewalk ■'SwIft,E , •NID ROADSIDE SIGN R1 Remove when no longer needed ,PLANREMOVE PAVEMENT MARKING WOOD POST NIB FOR REDUCED PLANS 0 1 2 3 ORIGINAL. SCALE IS IN INCHES CU 05201 EA 254701 - -------- --- __� MISC IRON $STEEL C01) Aft r-,0,-Rk1 D C -0 E-, 9 PF (REV,, 1186) 8639443 6 (F),,Final Pay Quantity Asphalt Concrete (Type 13) Class 2 Roadway Uj *4 Max lko" Max- 0 Uj _j (D Ir co W (Misc Area) AB Excavation cr_ 0 SY W F- Lt Sta 5+07+ To 8+00t (Back Of Curb) 2 E 103.9 > > LU 00 00 UJ 0 z W, 23.3 0 to Grate FL.% M Driveway U OD 861.58 10.4 ®! Uj W Roadbed ----------- 12.3 —��AB 860 4) z W 4) LL 860 Roadbed L' L0.30' AC 3.4 F - 19.4 Roadbed 0.50' AB Cr. 0.50J AB 10.9 CL Totals, 48. 79.6 364 226.9 94.0 FOR REDUCED PLA S 0 1 2 3 wag== ORIGINAL S.CALE,IS IN INCHES COD U. C01 Uj (STa C01) Aft r-,0,-Rk1 D C -0 E-, 9 PF (REV,, 1186) 8639443 6 OUANTITY SUMMARY ABI AC & ROADWAY EXCAVATION 860 1 Asphalt Concrete (Type 13) Class 2 Roadway *4 Max lko" Max- Place AC _j (D Description Grading Med Grading (Misc Area) AB Excavation Tons F48. SY OD E Lt Sta 5+07+ To 8+00t (Back Of Curb) 2 E 103.9 CD CD 4- 0 -J L.t Sta 6+36 865 0 _j 13.4 1.6 > W 2 ®1 Lt St a 8+26 23.3 0 to Grate FL.% M Driveway U OD 861.58 10.4 ®! 17.4 Roadbed ----------- 12.3 —��AB 860 Replacement 24"x278" RCP 26.8 34.1 860 Roadbed L' L0.30' AC 3.4 0.501, PCC 19.4 Roadbed 0.50' AB 4. 1 0.50J AB 10.9 20.7 Totals, 48. 79.6 364 226.9 94.0 OUANTITY SUMMARY ABI AC & ROADWAY EXCAVATION 860 1 I" E 0 -J 0 CO U (D a -5.71% Asphalt Concrete (Type 13) Class 2 Roadway *4 Max lko" Max- Place AC Description Grading Med Grading (Misc Area) AB Excavation Tons F48. SY CY Lt Sta 5+07+ To 8+00t (Back Of Curb) 2 364 103.9 Driveway L.t Sta 6+36 9.7 13.4 1.6 Driveway Lt St a 8+26 23.3 33.8 34.9 Driveway Rt Sta 12+06 Atascadero Mall ®! 17.4 Roadbed Replacement 24 x86' RCP 12.3 15.9 Roadbed Replacement 24"x278" RCP 26.8 34.1 Roadbed Widening Rt Sto 5+50+ 3.4 9.8 19.4 Roadbed Widening, Rt Sta 6+10-+ 4. 1 10.9 20.7 Totals, 48. 79.6 364 226.9 94.0 FOR REDUCED PLA S 0 1 2 3 wag== ORIGINAL S.CALE,IS IN INCHES I" E 0 -J 0 CO U (D a -5.71% ............... ............. ..... ...................... . ................................. ........... ............ ....... ........................... ........... + .............. ........................................ 8+94.69 ............ ... ..................... ...... .......... ........ ............. 16. 2.00Leff lw, 11 a4.W ..... .... ... .............. .................... ............ ... .. BIVI 873 r-� TL Elev 864.334 + co 0 CQ N lilt A N A ................. .... . ...... .... .................. ........................................................ ........................................................ ............................................ . ..... ... .. .... ........................................... .............. .................... . .................... ..... ............... 8+96049, z PK" Nail I'll Punch Mark In Concrete Sidewalk X Bench Marks 0 443L Chiseled 0 On TC Of Nose Atas. all 60' Lt 4+43± El Camino. 873L Chiseled 0 On TC 37'+- Lt 8+73 In Front Of Jack -In -Box. ti F.B, Doc 3579 & 3179 t. C A0%1 12L 5 0*'hUR'Lv E ROL N IL DIA M, S, S CU 05201 EA, 254701 <:; ., ;: � a .�. � ,�. ��