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HomeMy WebLinkAbout11-01-2016 Council Reading File - RRST Class I to Laurel-Orcutt Plansgeneral notes: city of sAn WIS OBISPO index to plans 1. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR PERMITTEE TO CONTACT "UNDERGROUND SERVICE ALERT OF sheet no. description NORTHERN CALIFORNIA" BY PHONE AT 8-1-1 FORTY-EIGHT (48) HOURS PRIOR TO START OF CONSTRUCTION FOR LOCATION OF POWER, 1 COVER SHEET TELEPHONE, OIL AND NATURAL GAS UNDERGROUND FACILITIES. PROJECT PLANS FOR 2 DEMOLITION PLAN 3 PLANS AND PROFILES CONTRACTOR OR PERMITEE SHALL ALSO CONTACT THE APPROPRIATE AGENCY FOR THE LOCATION OF CABLE T.V., WATER, 4 CONSTRUCTION DETAILS SEWER, DRAINAGE OR UNDERGROUND FACILITIES. 5 SIGN DETAILS 6 STRIPING AND SIGNAGE PLAN 2. THE CONTRACTOR SHALL POSSESS A CLASS "A" LICENSE AT THE RAILROAD SAFETY TRAIL CLASS I 7 BICYCLE DETECTOR INTERCONNECT TIME THE CONTRACT IS AWARDED. 3. ALL WORK SHALL BE PERFORMED IN CONFORMANCE WITH THESE PLANS AND THE CURRENT CITY OF SAN LUIS OBISPO AND CALTRANS CONNECTION LAUREL & ORCUTT STANDARDS AND SPECIFICATIONS. 4. REMOVE ALL STRIPING AND MARKINGS IN CONFLICT WITH THE PROPOSED WORK SHOWN ON THIS PLAN. 5. PRIOR TO INSTALLING NEW STRIPING AND PAVEMENT MARKINGS, SURFACE SHALL BE SEALED AT ALL LOCATIONS WHERE STRIPING AND PAVEMENT MARKINGS WERE REMOVED WITH AN ASPHALT EMULSION COAT PER CITY SPECIFICATION 37-2.02H(2). basis of bearings: THE BASIS OF BEARINGS USED FOR THIS SURVEY IS THE BEARING South St / ALONG THE CENTERLINE OF ORCUTT ROAD BETWEEN DUNCAN STREET AND BULLOCK LANE; THAT BEARING BEING N 88°54'51" W, AS SHOWN ON Jp� g0 MAP RECORDED IN BOOK 31 OF MAPS, AT PAGE 01 IN THE OFFICE OF a gbe THE COUNTY RECORDER OF SAN LUIS OBISPO COUNTY. piwlect IocAtion � benchmark: THE BASIS OF ELEVATIONS USED FOR THIS SURVEY IS THE CITY OF SAN LUIS OBISPO BENCHMARK NO. 72 BEING A USC&GS BRASS CAP STAMPED Z-67 ON THE SOUTHWEST HEADWALL OF THE RR CULVERT OFF BULLOCK LANE; THAT ELEVATION BEING 223.64' (NAVD 88) Reference Documents: °E ssk,Y°" N°°o 0 C tt R City Standard Specifications - January 2016 Edition City Engineering Standards - January 2016 Edition Hu TR­ 0+ ,- "s ° e. ea dj a E�o Pil EROJECT LOCATION Prado Rd .Ni F Mo�w� San luis obispo county, california sR° ER" SANBERNAR°1° Tank Farm Rd 00 �E"n "�raoE RAILROAD SAFETY TRAIL CLASS I v CONNECTION - LAUREL & ORCUTT VICINITY MAP N.T.S. PROJECT LOCATION MAP P-• D= abreviations 1"=1000' LOCAL REVENUE AB AGGREGATE BASE FT FOOT/FEET STD STANDARD AC ASPHALT CONCRETE GR GRATE SF SOFTMEASURE ADA AMERICAN DISABILITIES ACT HMA HOT MIX ASPHALT SSCO SANITARY SEWER CLEAN OUT pFESS QR / ON BEG BEGIN INV INVERT ELEVATION SW SIDEWALK CommunityOy BMP CL BEST MANAGEMENT PRACTICE CENTERLINE LF LT LINEAL FEET TC TOP OF CURB LEFT TYP TYPICAL Q'� ST c ) Reinves men CONC. CONCRETE MAX MAXIMUM Var. VARIES SPECIFICATION NO. 91373 DI DRAINAGE INLET MIN MINIMUM WB WESTBOUND m ProjectDIA. Know what's belOW. CSII before dig. ELEV EP Exist DIAMETER ELEVATION EDGE OF PAVEMENT EXISTING NTS O.D. PCC P/L NOT TO SCALE OUTSIDE DIAMETER PORTLAND CEMENT CONCRETE PROPERTY LINE 100'/. SUBMITTAL (FOR * No. 70341 * S2. C VI L �P DATE 9/28/16 APPROVED BY you I o omni means II e a Il IIs (E) EXISTING P.O.S. POINT OF SERVICE RELIMINARY, NOT .1 F �0 FILE NO.ILOCATION COfItrOCtOr SI10 C0 ENGINEERING SOLUTIONS EG EXISTING GROUND R RADIUS CONSTRUCTION OF CALF 2103T001 Underground Service Alert at CENTRAL COAST 811 two working days prior ss> La= s w t0 ZXCO VOtIOn (eos) z 0b. a� CA FG FL FP FINISHED GROUND FLOWLINE FINISHED PAVERS RCP RT R/W REINFORCED CONCRETE PIPE RIGHT RIGHT-OF-WAY Matt Horn City Engineer SHEET 1 of 7 1 2 1 3 1 4 1 5 1 6 7 8 9 10 NOTES: LEGEND •�� 1. SEE STRIPING AND SIGNAGE PLAN (SHEET 6) FOR EXISTING SIGNS TO BE REMOVED OR RELOCATED.17 REMOVE EXISTING SIDEWALK, CURB AND GUTTER, — ASPHALT CONCRETE, AND LANDSCAPING 040 ` A 2. EXISTING UTILITY BOXES AND MANHOLE COVERS TO BE P/L PROPERTY LINE A PROTECTED IN PLACE AND ADJUSTED TO FINISHED GRADE. SEE PLAN & PROFILE ON SHEET 3. R/W RIGHT—OF—WAY <y 10 0 10 B 1 1 IN Feer > ( e 1 A 2+78.58, 28.90' LT \ 1 BEG Exist 2+81.76, 28.87' LT 9 � 1 �� 1 inch = 10 ft. Z 0 RSTRIPING EMOVAL 3 9 ��------�\ END Exist STRIPING �� REMOVAL R/W 7 OJ —�R/W -- ' - --- 9 T \ - / �j� w m C..) W / bi Z Z ----------------------- ---1------_--- — — — —CO w 0 --_-----_--------------_---2+81.73, 27.81' LT - - - - - - - - - — - - - - - - --O - - Li ------------------------- BEG Exist STRIPING EG Exist STRIPING O G REMOVAL N / (n z Q — J a_ 2+46.44, 29.33' LT — — 1 CO BEG Exist STRIPING 3+18.33, 28.32' LT w 9 U 0 z REMOVAL END Exist STRIPING SAWCUT zJ O 3+18.33, 26.56' LT REMOVAL - - - - - - - J 06 \ 2+62.96, 18.24' LT SAWCUT CORNER U J J BEG Exist STRIPING REMOVAL ORCUTT Road a W ? O W D i o46 a=zs s=o-wv-ti=---_--,-- 0-� o� 100000000000000000000000�0�0�00000000000000000°o,�y\ X0LL 00000000000000000000000000 000000000000000000000➢ ____-vvv-o-t .0 Z-T �-i 0 0 ` 000 O OP _&(7-- 0 0- o'_6_0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 �-cro= s"is`o >"o"o"o"0 0 0 0 0 0 0„0„0„o„„„o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 �'0 0 0 0 0 �o0¢.0�000001 Oo0-0< Jo 0o 0o 00000000000000 '� 0 0 0 0 0 0 0�o�� Qaao o0k00000-.0 Oo0o0oG3+00 000 0 osoa° o-oe�rr- - -+--�0 o 00�Ono,0=4 Q�-a- D r Q Lu J 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 > 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 d, 0 o v�u o o O O O O O _ 0o a°�o o�'b"o-0 0 0 0 0 0 0 0 0. n 0 0 0 0 0 O ,Q..9-o-11- a---- _ Q 0 0 0 0 0 0-0- 0 0 0 0 0 0 0 0 o TOD°'OQOQO4o�OOOQ Q 09�-Oeo o-' >°o°o°o°o°o°o°o°o°o°o°o°o°o°o0 0 0 00000000000-500 0 � � o 0 0 0 0 o00on 0 0 0 0 0 0 0 0 0 0 0 \�000000000o 0000000 0 0 0 0 0 0 0 11•-� ' 60000 0 � �0 1.6 CONSTRUCTION NOTES �� / �' ❑1 EXISTING TREES TO REMAIN. PROTECT IN PLACE w E /U O / yq ❑2 EXISTING SIGNAL POLE TO REMAIN E / / / / �y / �3 REMOVE EXISTING DRIVEWAY a N 1 // m ox 9 / / �` ® REMOVE EXISTING PAVEMENT MARKINGS OFESg °Nq w w (n 9 9 ---- - ---.-._. R/W 1 2 / // �// 9 �� / S 5 43.59, 37.34' LT ❑5 REMOVE 75 LF TRAFFIC STRIPE © REMOVE 230 LF TRAFFIC STRIPE �N �' Sroy �y c Z r*N -- -- -- -- SAW T CORNER a �� V't___ ❑7 RECONSTRUCT (E) SIDEWALK UNDERDRAIN AND REMOVE BENCH 70341+//PER � --- _ - - -- -_ -_ - _ _ _ -- -- / _ _ _ _ j _ - / — — --_— SECTION A—A ON CONSTRUCTION DETAILS (SHEET 4) ® EXISTING BIKE LANE STRIPE TO REMAIN ry CIVILf,P F0 — — — — _-------------- _ — — -- �i — — — — — — — — — — — J �9 PROTECT EXISTING UTILITY IN PLACE. ADJUST TO NEW GRADE F PER PLAN AND PROFILE (SHEET 3) DESIGNED BY JAV LLJ00 DRAWN BY: J JAV CHECKED BY: JLS = — t 4+46.10, 20.23' LT - - ' 84.1 5+30.08, 18.78' LT SAWCUT APPROVED BY SAWCUT AP 4 -. SAWCUT CORNER JLS cQ G - ORCUTT Road1"- SCALE: 10' 4 100'/. SUBMITTAL DATE: 9128/16 G 5+00 _ -�-- - PRELIMINARY, NOT G CITY SPECIFICATION NO. 00 _ -+-- - — — FOR CONSTRUCTION 91373 PLAN FILEN . / LOCATION 2103DM001 SHEET NO. 2 of 7 1 2 3 4 5 6 7 8 9 10 11 2 1 3 1 4 1 5 1 6 7 8 9 10 GENERAL NOTES: LEGEND CONSTRUCTION NOTES 1. ALL CONSTRUCTION SHALL COMPLY WITH CALIFORNIA STAMPED CONCRETE PER CONSTRUCTION DETAILS E1 RESET EXISTING UTILITY BOX BUILDING STANDARDS CODE, TITLE 24 AND MOST RECENT (SHEET 4) ❑2 ADJUST MANHOLE FRAME AND COVER TO GRADE PER CITY STD 6040 OTHERS) 040 • C ADA REGULATIONS. A CONCRETE PER TYPICAL SECTIONS (E) (BY �3 CONSTRUCT CURB AND GUTTER (18") PER CITY STD 4030 A 2. ADA ACCESSIBLE RAMPS SHALL HAVE TRUNCATED PER DETAIL ON CONSTRUCTION DETAIL SHEETS DOMES PATCH PAVING, 5" HMA OVER 19.5" CLASS 2 AB ® EXISTING TREES TO REMAIN. PROTECT IN PLACE 3. SEE SIGNING AND STRIPING PLAN FOR EXISTING SIGNS TO //i/ 4" HMA OVER 12" CLASS 2 AB PER CITY STD 7040 10 0 10 ❑5 CONSTRUCT CONCRETE SIDEWALK PER CITY STD 4110 2110. MODIFY WING WIDTHS w user i BE REMOVED OR RELOCATED © CONSTRUCT DRIVEWAY RAMP PER CITY STD 1 i inch = 10 ft. PER PLAN. SEE DETAIL ON CONSTRUCTION DETAILS (SHEET 4) Q CONSTRUCT CURB RAMP PER DETAIL ON CONSTRUCTION DETAILS (SHEET 4) ® RECONSTRUCT SIDEWALK UNDERDRAIN PER DETAILS CONSTRUCTION DETAILS (SHEET 4) 0 ADJUST (E) WATER VALVE COVER TO GRADE PER CITY STD 6040. B � +19.32, 46.02' LT 1 +5 12, 43:81' T +33.29, 44.47' LT 2 � �/ N 2291849.07 e 1 ELEV=231.72' / +19.01, 39.94' LT CONFORM TO Exist // jji/ji 1 ////// ELEV=23.1.17 //j///j// ELEV- 32.63' 23g BACK WALK 4 23 \�1-j�' -- \\\` \ 4 S 8 —23j ELEV=238.08' Xj��1 E 5772553.35 +12.41, 35.99' LT LEAD ACK IN TOP OF CURB ELEV=237.25' CONFORM TO Exist 4 BACK OF WALK +38.16, .02' LT 1 Z O � FL, BEG C&G- ///////// - CONFORM TO EXIST— _23 T /%/{1// 2j` j /// /// /%//j//� � -2 234, RAW 9 1 236 -- - - - ---- - - ---- - -- 233 4 , ELEV=2 .54' 5 - -- FL, END C&G � -- ---- - --- CONF¢RM T Exist - - -- —i/ 7 U W - 6 23 -- - --- - 0 5 Q� +43 47, 327' LT �1 4 6 ELE - Z Z -- �- z - - CONFORM v O -' - - U :. -�- E - --35 +34.49, 35.94' LT v ELEV=237.27' n bz-FL, EC JC Q R-20' R=20� N C -D C LL ___ +45.80, 31.57 LT +46.31, 26.24' LT +18.33, 26.56' LT (% ELEV=231.75' 3 +88.24, 29.19' LT ELEV=234.42' FL, AP 7 SAWCUT +00, 1 .30' LT 23j +30.08, 18.78' LT ELEV= 236.27') ELEV=(237.01') U 0 J 06 0- 0 ELEV=(231.52') FL ELEV=232.63' !CONFORM CONFORM, AP Q Z CONFORM +SQ 2514' FL +46.10, 20.23' LT 00, 22.59' LT ELEV=(234.73') +13.70, 25.56' T �' J LLI Q ELEV=(232.01') ELEV=(233.37') CONFORM, AP ELEV=23 .69' \. ~ z CONFORM ORCUTT CONFORM Road F, BC 5+50 _ J ------ --v- v �v�vz-vvo-cry-a'a-6"zi0 0 o X 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 D o_0 0 0_0 0 0 0 0 0 0 0 0 0 0 0 3+50 0 0 0 0 0 0 0 0 0 0 0 0 o c o_ 3+00 0 0 0 0 0 0 -rev v e�-a-o a0 0 0 0 0 ---------- 4+50 -cra-cry-a-zs-a-s'b90 0 o v 0 0 0 0 0 0 0 0 0 0 0 0 4+ N88°08'14"E _ _�--- 0 0 0 0 0 0 0 0 0 0 0 0' 0 0 0 0 0 0 0 0_0_� a - - - 0e0�0 Q" QO�aao 0 0 0 0 0 Q-o_n 5+00 _ _ _ _ - � -�— - - - iJ 2291795.26 23 D 6 E 5772558.45 Q LLQ J LL Q a_ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 �O �O 000000000000000000,90d0f�0a Q-0 1 _a �- a -_------- 234 O"O O - 0�o0oQo o Ani —� --- - 0 245 — —— —� 245 J Q E E w r 240 S, D7 DO o 1 + + N 240` w r o W a i y QFtOFESS/ON ON L ql S'Oy ^ti � M i+) A NO. 70341 : sry CIVIL P F + M + N EG ® PROPOSED GUTTER FLOW LINE 0%_ s _ _ — — — — — — F OF CA0 � N � � 10 2 o EG ® ORCUTT RD CL _ — 4.06 f ] �_ DESIGNED BY _ s JAV 235 0 _ + N — — 3.3g% �—FG @ PROPOSED 235 DRAWN BY: JAV — GUTTER FLOW LINE CHECKED BY: JLS J - _ _ 2.9 C� % L APPROVED BY JLS �3.31 100'/. SUBMITTAL SCALE: H: 1^=10', v:1^=2' — — — — PRELIMINARY, NOT DATE: 9/28/16 — — 2257- FOR CONSTRUCTION G G CITVSPECIFICATION NO. 91373 230 230 PLAN FILE NO./LOCATION 3+00 3+50 4+00 4+50 5+00 5+50 6+00 2103L005 SHEET NO. ORCUTT ROAD 30f7 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 KEYED NOTES: 1. CORE BOX CHANNEL THROUGH• q9Q REMOVE EXIST EXISTING CONCRETE WALL AND 4 I A BENCH DRAIN INLET BOX. SEAL WITH A GROUT. 2. ATTACH NEW METAL SCREEN WITH 1 MAX. OPENINGS TO EXISTING DRAIN INLET GRATE. 2 (E) FL FG I I i 1 I _27. MAX r---- = L =--- --- EXISTING CONCRETE �% A PLACE CONCRETE IN BOTTOM ---_------ DITCH FLOWLINE - ' BACK OF WALK B OF EXISTING DRAIN INLET. REMOVE EXISTING L------------ (EG = (EG = 233.14')11 e SLOPE 5% MINIMUM TO NEW UNDERDRAIN, SIDEWALK, REMOVE (E) BENCH Z OUTLET CONCRETE CURB AND GUTTER 1- -- __ R W _- � 11 11 (E) CONC. WALL TO REMAIN O CONSTRUCT SIDEWALK BOX (E) DI TO REMAIN. ATTACH NEW SCREEN TO GRATE PER NOTE 2 11 ADJUST WATER VALVE COVER TO („) UNDERDRAIN WITH COVER SECTION A -A GRADE PER CITY STD 6040 Z PLATE PER CITY STD 3420, ---- - --- RESET (E) WATER CHANNEL WIDTH = 18" 4 ° 4 ° 10.0' ° 10.0' I METER BOXES O SECTION A -A (RECONSTRUCT SIDEWALK UNDERDRAIN) ° 4U) NTS a 4 Exist CURB °__ J SIDEWALK CROSS SLOPE--¢-----__�_ 4 Q __ N Q c TRANSITION FROM 1.5% TO 2% 4 ri a J- o < ° Exist EP c N = AT UNDERDRAIN, 10' MIN. EACH -- ---`- --- - Q4- �___� Lu FILL AT 5% MIN VARIES (0'-2.5') SIDE 4 ° i ' 4 J z AND REPLACE TURF CLASS I PATH 10.0' 6.5' 12' MIN. (E) MEDIAN TO REMAIN 4 ° NEW CURB U O Z O BIKE WB LANE J � 1.5% LANE NEW EP Q H U OG1 ------- / _ J W CONSTRUCT SIDEWALK PER CITY STD 4110 SAWCUT WIDTH PER PLAN. REPAVE WITH 5" HMA OVER 232.63' GUTTER FLOW LINE z STAMPED CONCRETE 19.5" CLASS 2 AB D WHERE WIDTH '- 1.0' PER CURB AND GUTTER _ D W J Q DETAIL THIS SHEET (18" GUTTER, CITY STD 4030) SAWCUT Q U TYPICAL SECTION SIDEWALK UNDERDRAIN DETAIL 100''/. SUBMITTAL (n NTSPRELIMINARY, 1 "=5' NOT FOR CONSTRUCTION O � \ Q NOTE: \ 11 \ 1. FOR SIGN AND STRIPING Elev=232.68' i 11 \ DETAILS SEE "STRIPING 3+41.12 11 1 Elev=232.. 56.42' LT 3+53.33 \ REMOVE (E) CURB AND SIDEWALK �� 5+g.23�/.59' 5+26.86 7 37.42 LT /7 J AND SIGNAGE PLAN" EP, CONFORM TO Exist 1 57.58' LT SIN/ EIev=238.08' w SHEET 6 EP, CONFORM TO Exist \ / 5+33.29 = w E EIev=232.56' Elev=232.52' 3+7' 53.67 LT It 3+53.63 EP, AP (E) SSCO , / 44.47' LT // _ SW, CONFORM TO Exist E F w a a 55.56' LT 1 \ Elev=232.13' / 1 EP, AP \ • n ^ > 238 EIev=237.54' a , 5+38.16 3+37.50 1 - _ Q - 41.02' LT - QROFEss/ EIev 44.99' EIev==237.f5T-- --- �/ FL, CONFORM TO Exist 3+19 32 EP f' 46.02' LT / EIev=232.63' TBW, CONFORM TO Exist / 3+59.12 5+12.41 , " � 35.99' LT , a S�. RS h STAMPED CONCRETE DETAIL NTS ��p SNPN SN9� To Fy \ / 43.81' LT Sys 6 �\�' G m ____ \ EIev=231.66' / ° 2 34% ° 4 a EP ° 3+19.05 JA a EIev=32.06' ° 4 4 , EI v=237.12' cp. 4 4� a5+13.80 O �' STAMPED CONCRETE NOTES: * No. 70341 sTgl CIVIL �P 4° ° ° 3 37.33 O rn i ° b� 40.61' LT ° 4 ° 1 ° a sCONF ° 31.215 LT, / / EIev=237.36' / 1. 4" THICK STAMPED CRETE, Of CA1.1F O 39.79' Ll ° a M v TBC, CONFORM TO EXIST O.7' I Q � PCC EIev-232.14' J -_4 SW _ - _ , O� 5+35.78 COLORED BRICK RED. F --_-____ ___-- __-'3+47.45 4 4 -__� ° c� -- �' 37.74' LT DESIGNED BY JAV ___� _ 36.20' LT a _ j_° FL 2. RIVER ROCK PATTERN ° i -JL ---*PCC EIev-31.28' 6. ° S ° 4 °� k 3.08 3. INSTALL PER MANUFACTURER DRAWN BY: 3 24.42 a a 36.92' EIev=237.09' / RECOMMENDATIONS JAV CHECKED BY: FL 4 4 7.0' 5+31.62 /6. 7' / 32.61' LT JLS A EIev=231.50' EIev=236.45' 0 23j / FL/TC APPROVED BY: p`b 3+30.75 2.9' 5+06.71 N JLS SCALE: 1^=5 EIev=231.83' 25.63' LT �-WIDTH OF RAMP 36.83' TC 3+45.84 EIev=231.81' FL .4Z% - - - TRUNCATED DOMES PER 31.69' LT ao 3+48.64 - _ - - - - EI ev=236.69' DETAIL ON THIS SHEET DATE: TC O1 31.22' IT FL 5+13.71 9/28/16 CITY SPECIFICATION NOo. G L - - - - - - - - - G ------- ---- 25.56' LT _ _ _ FL/TC 3' MIN 91373 PLAN FILE NO. / LOCATION ° 2103CO01 NO. DETAIL A DETAIL BSHEET TRUNCATED DOMES DETAIL 1 ��=5� 1 ��=5� NTS 4 Of / 1 2 3 4 5 fi 7 8 9 10 1 2 3 4 5 6 7 B 9 1D CHAMFER TOP OF POST ® 60 DEGREES °QQ WHITE LETTERING ON GREEN SIGN P 24" X 18" e CITY TO PROCURE SIGN N ODI * cu POLY i1 •`°°'":"a`°° 5" DIA. PRESSURE TREATED LODGE POLE PINE POST, "RE-TREAT ALL CUTS" < QP R ' SV 36" MINIMUM SETBACK FROM EDGE OF AC (TYP) - � NO MOTOR vEH CLESZ .�' 'Po 0 � e � BIKE PATH 3/8" DIA X 6" GALVANIZED CARRIAGE BOLT WITH WASHER &0 x NUT (2) PER POST TYPICAL ° ��� III- z_ ♦ SINSHEIMER PARK U ENDS ASPHALT PATH 00 m CITY SEAL, TYP. ♦DOWNTOWN Z ♦CAL POLY Z FG — - 0 o°°° G BICYCLES CLASS II AB III I '- 1/8" X 6" NOMINAL STEEL TUBE - SLEEVE BURRS AND SHARP EDGES SHALL BE GROUND OR NO MOTOR VEHICLES N y = (n _ FILED SMOOTH ° JJ MUST N o °A Q CONCRETE FOOTING J 06 0 EXITH °$- CLASS II AB @ W Z RELATIVE (D95% 18" COMPACTION ? (n SUBGRADE W J D D UL TRAIL DIRECTIONAL SIGN N BIKE PATH ENDS SIGN ASSEMBLY (WOOD POST) INSTALLATION TRAIL DIRECTIONAL SIGNAGE o NTS NTS NTS 0 J Q --- E E � r w w r O a r W i RR QROFESS/Oy o � z w '^ No. 70341 : sr CIVIL P 9 OF CAI�F F F GENERAL NOTES (THIS SHEET ONLY): DESIGNED BY: JAV AL 1. THE CITY OF SAN LUIS OBISPO WILL FURNISH THE TRAIL DRAWN BY: DIRECTIONAL SIGN. OTHER SIGNS TO BE SUPPLIED BY THE JAV CONTRACTOR. CHECKED BY: JLS APPROVED BY: JLS d;b 2. ALL SIGNS AND INSTALLATIONS SHALL BE IN ACCORDANCE WITH THE CITY OF SAN LUIS OBISPO ENGINEERING STANDARDS SCALE: BIKE LANE AND PART 9 OF THE CA MUTCD. DATE: 9/28/16 g G G CITY SPECIFICATION NO. RR XING ASSEMBLY ASSEMBLY iooz SUBMITTAL PRELIMINARY, NOT 91373 m PLAN FILE NO. iLocnnoN D 2103C001 � NTS FOR CONSTRUCTION SHEET NO. g 5 of 7 1 2 3 4 5 6 7 8 9 10 1 2 1 3 4 5 6 7 8 9 10 � 9 ry � • 4 I 15 \� � 18 ,J (� 4 4+45.86, 27.90' LT — 2 RAW 1 16 is - -- - - ------ -- R W 3 U 1� - 16 -- - -- cAo � o -J---------------------------ui ------- - - -- -----�---- ------ - - o -----------� _ 6 _ _ 4 MIN. -- Z Ol TO ( 0 4+46.10, 20.23' LT t 11 19 _O ANGLE POINT (� 2+46.66, 29.01' LT 8 6 16 4 13 19 W BEGIN DETAIL 39 o 7 — — — — — 5+ .50, 19.17' LT Z — — — — — — — 3 E DETAIL 39 O z Q 3+26.29, 16.05' LT �2161.11, 18.12' LT END DETAIL 9 ORCUTT Road BEGIN DETAIL 9 0 — ~ _ 12 5+00 (n LU c _ _ _ 4+43.86, 5.65' LT _ _ _ _ c 4+00 4+94.52, 2.86' LT J Z 3+00 _ _ _ -�— ___+—T- _ -�- - -�-- p L) z W a cD z Lu J D _ — — — D LL _--------- -------_________=========== o # J GENERAL NOTES: 10 1. ALL PAVEMENT MARKINGS ON STREETS SHALL BE THERMOPLASTIC CONFORMING TO SECTION 84-2 OF THE CITY OF SAN LUIS OBISPO e STANDARD SPECIFICATIONS. v E 0 0 0 �� a 2. PAVEMENT MARKINGS ON SIDEWALK AND TRAIL SHALL BE PAINT CONFORMING TO SECTION 84-3 OF THE CITY OF SAN LUIS OBISPO Qi LH �� STANDARD SPECIFICATIONS. 1 inch = 10 ft. v �v iOFESs S1q� p t PN 3. ALL RELOCATED SIGNS SHALL BE PLACED PER CITY STD 7215. B Z w m o � * NO. 70341 CONSTRUCTION NOTES LEGEND srglFOFICI\F\P F ❑ REMOVE EXISTING W10-1 SIGN AND SALVAGE R81(CA) SIGN; INSTALL SIGN ASSEMBLY PER SIGN DETAIL 11 BICYCLE LOOP DETECTOR SYMBOL PER STATE STDS (2 SF) F D SHEET 5 USING NEW W10-1 AND W48 (CA) "2 TRACKS" SIGNS AND SALVAGED R81(CA) SIGN. 0 24" WIDE WHITE MARKINGS (32 FT) 4 EXISTING ONE POST ROADSIDE SIGN DESIGNED BY n2 4" DASHED YELLOW CENTERLINE STRIPE PER CITY STD 7040 AND CAMUTCD SECTION 9C (154 FT) Q3 RELOCATE R2-1(40MPH) SIGN T PROPOSED ONE POST ROADSIDE SIGN JAV DRAWN BY: 0 STRIPING DETAIL NUMBER 39 PER STATE STD PLANS (273 FT) ® JAV CHECKED BY: RELOCATE R8-8 AND R26(S)(CA) SIGNS ® 12" WHITE LIMIT LINE MARKING (5 FT) 0 JLS APPROVED BY: 4" SOLID YELLOW STRIPE (13 FT) Q INSTALL BIKE PATH ENDS SIGN ASSEMBLY AND POST PER DETAIL A ON SIGN DETAILS (SHEET 5) 16 BIKE SYMBOL AND ARROW PER STATE STDS AT HALF SIZE SF) JLS SCALE: 1..=10' (2.63 © BIKE SYMBOL AND ARROW PER STATE STDS (10.5 SF)0 "DISMOUNT ❑7 REMOVE Exist BICYCLE USE LAUREL LANE..." SIGN. RETAIN EXISTING R1-1 SIGN. DATE: D RAILROAD CROSSING SYMBOL PER STATE STDS (70 SF) ® INSTALL NEW TRAIL DIRECTIONAL SIGN #1 AND WOOD POST PER DETAIL B AND C, SHEET 5 (SIGN DETAILS) D 9/28/16 CITY SPECIFICATION NO. 91373 ® STRIPING DETAIL NUMBER 9 PER STATE STD PLANS (66 FT) 19 12" SOLID WHITE CROSSWALK STRIPE 100'/. SUBMITTAL PRELIMINARY, NOT LOCATION PLANFLENO03PD001 "STOP" WORD AT HALF SIZE (5.5 SF) ®I REMOVE PORTION OF EXISTING RR XING LIMIT LINE BEYOND NEW BIKE LANE STRIPE FOR CONSTRUCTION SHEET NO. 10 INSTALL R10-22 SIGN ON EXISTING SIGNAL POLE (STRAP AND SADDLE BRACKET METHOD) 6of7 1 2 3 4 5 6 7 8 9 10 1 2 31 4 5 6 7 6 9 10 2x3 CONDUIT CABLE TO POLE B p!2- \ k* A \ — S �.r - Q! A • v r E 4 3Avlk / / B R/W i���� / ' L z __ I- -- ----- - - y W --- ------------------------------------, G c O H U C) z / a 2 V O o ORCUTT Road J 06 -1 O 3 W ~ � / /I D i L J Lu ~ LU 0 ------ / Q Lu -------------- --------------------------------------------- N J -------- 0 U — Exist PULL BOX ---- — — ----- ------- � // co / 1 E Exist UPS SERVICE PEDESTAL �� � E S w a w ---- - - - \ / 4 \� / 3GENERAL NOTES Exist 3" SERVICE CONDUIT 2 QROFESS/ON KEYED NOTES 3 1. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE AND LOCATION OF ALL ABOVE AND UNDERGROUND No 70341 sT CIVIL .P F1 REMOVE PEDESTRIAN PUSH BUTTON AND FACILITIES, PUBLIC OR PRIVATE, AND TO PROTECT THEM FROM CONDUCTORS. SEAL & PLUG HOLES AS NECESSARY. DAMAGE. OF CAOF F Exist SIGNAL 0 2. ALL EXISTING UTILITIES THAT BECOME DAMAGED DURING F 2 INSTALL 3'x5' INDUCTIVE BICYCLE DETECTOR LOOP CONTROLLER fi / CONSTRUCTION SHALL BE COMPLETELY RESTORED TO THE SATISFACTION OF THE CITY ENGINEER AT THE CONTRACTORS SOLE DESIGNED BY CONDUCTOR (DLC). LOCATION SHALL BE MARKED CABINET v� AND VERIFIED IN FIELD BY ENGINEER PRIOR TO EXPENSE. SMH DRAWN BY: INSTALLATION, CONNECT TO NEAREST PULL BOX AS �� 3. ALL SIGNAL WORK SHALL CONFORM TO THE STATE STANDARDS SHOWN. AND SPECIFICATIONS DATED 2000 AND THE CITY STANDARDS AND 100'/. SUBMITTAL �� SPECIFICATIONS DATED JANUARY 2016. Q PLACE NEW DLC IN EXISTING CONDUIT. PRELIMINARY, NOT / 4. ALL MATERIALS AND EQUIPMENT SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR SMH CHECKED BY: JLS APPROVED BY: JLS FOR CONSTRUCTION ® CONNECT NEW BIKE DLC TO EXISTING SIGNAL 5. ALL WIRING SHALL BE MARKED (TAGGED) WITHIN THE CONTROLLER SCALE: 1 _20 CONTROLLER, REPLACING EXISTING PUSH—BUTTON CABINET AND ALL PULL BOXES FOR PHASE IDENTIFICATION ACTIVATION. 6. ALL SALVAGED EQUIPMENT SHALL BE DELIVERED TO CITY DATE: 9/28/16 G CORPORATION YARD AT 25 PRADO. G 7. THIS PLAN ACCURATE FOR SIGNAL WORK ONLY CITY SPECIFICATION NO. 91373 PLAN FILE NO. / LOCATION 2103EO01 SHEET NO. 70f7 1 2 3 4 5 6 7 8 9 10