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HomeMy WebLinkAbout6.9-207Cn Cn 0 Q 0 0 ro C- u - Cm u -Cm 3 .a z Li J w 0 L a -j E ro Cn CD z H 3 Q cc 0 Y Q�pEESS/pNd pEAN REGIS TE ED CIVIL( ENGINEER C 46803 -- * Exp.6-30-99 CITY OF BAKERSFIELDT CIVi� 1501 TRUXTUN AVENUE F OF CA1-\F BAKERSFIELD, CA 93301 COORDINATES AND BEARINGS TAKEN FROM "Q STREET GRADE SEPERA TION CENTERLINE CONTROL MAP," PREPARED BY RUETTGERS ENGINEERING, DA TE 10/9/97. BEARING: ?EET CENTERLINE FROM MONUMENT MONUMENT FROM TRUXTUN AVE/Q STREET INTERSECTION TRUXTUN A VE/S STREET IN TERSEC TION BEARING: S 89 ° 09' 08" E A TES: JXTUN A VE/Q STREET MON. - N 683273.850, E 1698976.711 ARK: 9NE WITH CHISELED 'X' AT TRUXTUN AVE/Q STREET ERSECTION. ELEV. 401.65 N 1 "= 4 0 ' CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT File Name: HOTEL ENT Job No.: T7KO25 Date: 1/20/99 Drawn: A.M. / C. C. Engineer: A. RAMMING Checked By JAFLORES HOLIDAY INN SELECT PARKING MODIFICATION 0 ST. — NORTH OF RAILROAD TRACKS o 7EOT ND. F 3 Cn Cn C, Lo 0 Cu 0 0 u- m at z w J W CD Cn CDz a Cc 0 STA 17+67.00 t DETAIL A N EXAM t DETAIL B N WA V Zj REGISTER D Cl V/L NGINEER CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 QRpF ESS / pN� pEAN 4y Fy �/c• 2Qv ��i Z C 46803 * Exp. 6-30-99 / V t pF rp��F DEMOLITION NOTES (THIS SHEET ONLY): Q CURB REMOVAL A T EXISTING JOINT. REMOVE EXISTING CURB. Q SA WCU T TO NEAT VERTICAL FACE. ® REMO VE EXISTING ASPHAL T AND AGGREGA T€ BASE. GRADE SUBGRADE AS NECESSARY. © REMOVE EXISTING SOIL TO 30" BELOW ADJACENT A.C. PA VING. © REMOVE EXISTING CURB AND GUTTER. Q REMOVE AND SALVAGE EXISTING SIGN. REL OCA TE PER CONSTRUCTION PLAN SHEET J. ® REMOVE EXISTING CONCRETE SIDEWALK. C-10, 9O REMOVE EXISTING CATCH BASIN AND GRATE (34 "x4l '). 10 EXISTING CHAIN LINK FENCE — PROTECT IN PLACE. 11 REL OCA TE POLE (BY OTHERS). 7 CAP RISERS FOR IRRIGA Ti HEADS. PROTECT IRRIGA Ti MAINS AND LA TERALS. EXIST. CONCRETE ---- ---- ---- --- - - - - - - CURB EXISTING GATE (PRO TEC T IN PLACE) €X WA TE -0 VAL V€ PRO TEC T EX. TREE IN PLA CE ' EX. FIBER OP Tl C VA UL T EXE' 2x3 VA UL T / EXIST I ARKINGI` 16 LFSTALLS 1 i ;EXISTCONC. !CURB� DEMOLITION LIMITS PHASING NOTES - - - EXISTING LANDSCAPE AREA TRAFFIC LANES ON Q STREET MUST REMAIN OPEN AS--- MUCH AS POSSIBLE, THEREFORE, DEMOLITION IN ----------- ------------------------------------ ------------------ -------- -y– - - - - - - - - - �,:;----------------------------------- - PHASE 2 SHALL NOT BEGIN UNTIL ALL DEMOLITION AND CONSTRUCTION IN PHASE 1 IS COMPLETED, EXCEPT FOR PA VEMEN T --------- _ - --------------- 7w, -- -- - - - - - /� DETAIL C CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT File Nome: HOTEL ENT Drawn: A.M. / C.C. HOLIDAY INN SELECT PARK/NG MODIEICAT/ON-DEMOLITION SHEET N0. Job No.: T7K025 Engineer. • A.RAMMING Date: 1/20/99 Checked By. JAFLORES O ST. - NORTH OF RAILROAD TRACKS 2 OF 3 Lo C- C- u- Cn :r - T3 CD r C- 03 Cn CD C) 11 I ............. ------------------ -------------- ----------- EX. CURB AND GU T TER --------------- ...... ----------- . ....... ......... - ------------- -------------- --------- ----------------- --------- CONSTRUCT "CHRISTY" ------------- --------------- -------------- U32 CA TCH BASIN 401.25 TOP OF LID 3 I j INSTALL SALVAGED ------------------- -------------- --------- ........ ENTRANCE SIGN CONNECT ELLECTRI CAL INSTALL SAL VA GED STREET LIGHT (CONNECT TO EXISTING EL EC TRI CA L SYSTEM) MA TCH EXISTING PARKING LOT LIGHTS. SEE DETAIL B REFERENCE LINE EX. CURB AND GUTTER �v vJ <le, x -Q, �QQ -X >, X K, "M �X x '-'lN'Nv"lxxl x >1 Z KK >'X8 Ix, A", X, X > X NEW OR EXISTING CURB AND GU TIER 16+46!71 BCR 34.06' 13' L T 399.65' LIP DE—,r,,-A-,IL A N FUTURE 0 VERL A Y (B Y 0 THERS) CITY OF BAKERSFIELD, CALIFORNIA Q 17+67.00 CONSTRUCTION 4T2.9 7 T.P. EXI S TING PA l//NG P T 116+ 62.04 S 16+50 4d0. 43 T.P. STA 16+44.43 16 TH S TREE T MONUMENT NEW PAVING I + COLD PL A NEIO VERL A Y L IMI TS PAVING SECTION LIMITS ZI ---------- - 10-7--s ------------------------ ... ALL STA TIONING AND OFFSETS FOR DETAIL "A ARE REFERENCED FROM STREET UNDERPASS P.U.C. NO. 2-886.9B" PLANS SHEET C-9. ALL ELEVATIONS FOR DETAIL "A" ARE REFERENCED FROM "Q' STREET UNDERPASS P.U.C. NO. 2-886.98" PLANS SHEET C-12. VERTICAL AND HORIZONTAL CONTROL SHALL BE ESTABLISHED FROM THOSE PLANS FOR THE 0 STREET UNDERPASS PROJECT EX. CURB AND GUTTER .2' "TYPE B" AC CAP EXISTING PA VING — — — — — — — — — — TYPICAL SLOPE SECTION PUBLIC WORKS DEPARTMENT N DETAIL B 1" 10, .......... MA TCH EXISTING CONSTRUCT NEW -- ------ CURB AND GUTTER R=2' CONSTRUCT 32 LF --- -------------------------------------------------- --------------- ---------- CONCRETE CURB ---- ---- ----- ----- ---- -- - MA TCH EXISTING CONSTRUCT TO ARENA MEDIAN CURB IPER COB STD. t .LOADING DOCK. P— 18, TYPE M ST EX WA TER VA L VE EX/ 2x3 VAULT EX. FIBER OPTIC VAULT INSTALL STRIPED GOI J C; File Name: HOTEL—ENT Drawn: A.M. C. C. Job No.: T7KO25 Engineer.• ARAMMING Date: 1120199 Checked By. JAFLORES N 857, PER COMPACT PER COB L—�- DETAIL C 1 10' ?9,()f E S S / O/V QO DEAN - or - REGISTERED Cl ENGINEER C 46803 Exp- 6-30-99 or Cl TY OF BAKERSFIELD 1501 TRUXTUN AVENUE qTF C/vk BAKERSFIELD, CA 93301 OF' CONSTRUCTION NOTES CONSTRUCT MEDIAN CURB PER COB STD. — ST 18, TYPE M. LANDSCAPE AREA BY OTHERS. CONSTRUCT HANDICAP RAMP CASE A PER COB STD. S-41. CONSTRUCT CURB AND GUTTER TYPE E PER COB STD. S-1. RAISE WATER VALVE TO GRADE. @ 1: 1 SLOPE W1 0.2' A.C. CAP. LIMITS OF PAVING SECTION. NEW PARKING STRIPES (PAINT) TO MATCH EXISTING. ---------- MA TCH EXISTING. CONSTRUCTION LEGEND (THIS SHEET ONLY) STREET PA VING SECTION 0.20' "TYPE A" A.C. OVERLAY (BY OTHERS) OVER .40' "TYPE B" A. C. PA VING OVER 0.45' CL. 2 AGG. BASE OVER 1.65' COMP. SOIL TO 95%, RELATIVE COMPA C TION. PARKING LOT PA VING SECTION 0.25' "TYPE A" A.C. PAVING 0- OVER 0.50' CL. 2 AGG. BASE OVER 1.75' COMP. SOIL TO 95 % RELATIVE COMPACTION. FINISH SURFACE OF PAVEMENT TO CONFORM TO EXISTING PA VEMEN T T P. — TOP OF PA VEMEN T F.L. — FLOWUNE T C. — TOP OF CURB (100.00) — EXISTING GRADE 100.00 — DESIGN GRADE HOLIDA Y INN SELECT PARKING MODIFICA TION—CONSTRUCTION 0 ST NORTH OF RAILROAD TRACKS SHEET No. i OF i NEW LANDSCAPE AREA X N HERS) (BY OT "N B Y 0 THERS STREET PA VING SECTION 0.20' "TYPE A" A.C. OVERLAY (BY OTHERS) OVER .40' "TYPE B" A. C. PA VING OVER 0.45' CL. 2 AGG. BASE OVER 1.65' COMP. SOIL TO 95%, RELATIVE COMPA C TION. PARKING LOT PA VING SECTION 0.25' "TYPE A" A.C. PAVING 0- OVER 0.50' CL. 2 AGG. BASE OVER 1.75' COMP. SOIL TO 95 % RELATIVE COMPACTION. FINISH SURFACE OF PAVEMENT TO CONFORM TO EXISTING PA VEMEN T T P. — TOP OF PA VEMEN T F.L. — FLOWUNE T C. — TOP OF CURB (100.00) — EXISTING GRADE 100.00 — DESIGN GRADE HOLIDA Y INN SELECT PARKING MODIFICA TION—CONSTRUCTION 0 ST NORTH OF RAILROAD TRACKS SHEET No. i OF i PAVING 0 VERLA Y HERS) (BY OT STREET PA VING SECTION 0.20' "TYPE A" A.C. OVERLAY (BY OTHERS) OVER .40' "TYPE B" A. C. PA VING OVER 0.45' CL. 2 AGG. BASE OVER 1.65' COMP. SOIL TO 95%, RELATIVE COMPA C TION. PARKING LOT PA VING SECTION 0.25' "TYPE A" A.C. PAVING 0- OVER 0.50' CL. 2 AGG. BASE OVER 1.75' COMP. SOIL TO 95 % RELATIVE COMPACTION. FINISH SURFACE OF PAVEMENT TO CONFORM TO EXISTING PA VEMEN T T P. — TOP OF PA VEMEN T F.L. — FLOWUNE T C. — TOP OF CURB (100.00) — EXISTING GRADE 100.00 — DESIGN GRADE HOLIDA Y INN SELECT PARKING MODIFICA TION—CONSTRUCTION 0 ST NORTH OF RAILROAD TRACKS SHEET No. i OF i