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Home My WebLink About6.1-1729LIST OF DRA WINGS SHEET 1 COVER SHEET SHEET 2 CEDAR STREET DEMOLITION PLAN SHEET 3 CEDAR STREET IMPROVEMENT PLAN SHEET 4 STRIPING PLAN BENCHMARK ELEVATIONS ARE BASED ON CALIFORNI �,. SI--jIAL REFERENCE CENTER SAN JOAQUIN VALLEY HEIGHT MODERN::�� PROJECT BENCH MARK "HPGN D CA 06 FL'% A SURVEY DISK SE"I" IN THE NORTH END OF A HEADWALL FOR 12 REINFORCED CONCRETE PIPES LOCATED NEAR THE INTERSECTION OF 7TH STANDARD ROAD AND GOLDEN STATE HIGHWAY. ELEV. = 448.391 FEET (NAVD88) NOTE: LOCAL BENCHMARKS HAVE BEEN PROVIDED AT THE NORTHEAST CURB RETURN FOR EACH STREET AS SHOWN ON PLANS. BASIS OF BEARING GRID NORTH PER CALIFORNIA STATE PLANE ZONE 5 Cl TY STANDARDS DEPARTMENT OF PUBLIC WORKS STREET IMPROVEMENTS: TREE STREET CUL-DE-SACS TYPE "B" (8') P.C.C. CURB AND GUTTER PER C.O.B. STD. ST -1 COMBINATION CONCRETE SIDEWALK PER C.O.B. STD. ST -3 SIDEWALK UNDERDRAIN PER C.O.B. STD. D-10 **MODIFIED** MEDIAN END DETAILS FOR LOCAL STREET INTERSECTIONS PER C.O.B. STD. T-18 STA TE STANDARDS N/A GENERAL GRADING IMPROVEMENT NOTES 1. ALL GRADING SHALL BE DONE IN CONFORMANCE 'WITH '"HE CITY OF BAKERSFIELD STANDARD SPECIFICATIONS. 2. ANY REVISIONS MADE TO THE APPROVED GRADING AS SHOWN ON THE GRADING PLANS MUST BE SPECIFICALLY APPROVED BY THE DESIGN CIVIL ENGINEER & SOILS ENGINEER & CITY ENGINEER. 3. CUT SLOPES SHALL BE NO STEEPER THAN 2:1 4. FILL SLOPES SHALL BE NO STEEPER THAN 2:1 AND SHALL HAVE NO LESS THAN 90% OF M.D.D. 5. FILLS SHALL BE COMPACTED THROUGHOUT TO 90% OF MAXIMUM DRY DENSITY, 95% OF MAX DRY DENSITY BENEATH ROADWAYS. AS DETERMINED BY ASTM TEST METHOD D1557A, AND CERTIFIED BY THE SOILS ENGINEER. 6. AREAS TO RECEIVE FILL SHALL BE PROPERLY PREPARED AND APPROVED BY THE CITY ENGINEER OR HIS REPRESENTATIVE PRIOR TO PLACING FILL. 7. TRENCH BACKFILL SHALL BE TESTED AND CERTIFIED BY THE SOILS ENGINEER PER THE GRADING AND EXCAVATION CODE. 8. NO ROCK OR SIMILAR MATERIAL GREATER THAN 6" IN DIAMETER SHALL BE PLACED IN THE FILL UNLESS APPROVAL FOR SUCH PLACEMENT HAS BEEN OBTAINED BY THE CONTRACTOR FROM THE BUILDING OFFICIAL. 9. EXISTING UNDERGROUND STRUCTURES: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS, OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS, 10. THE LOCATION AND THE PROTECTION OF ALL UTILITIES IS THE RESPONSIBILITY OF THE CONTRACTOR. 11. DUST SHALL BE CONTROLLED DURING GRADING BY WATERING OR OTHER APPROVED MEASURES. 12, ALL EXISTING DRAINAGE COURSES AND APPROVED PROTECTIVE MEASURES ON THE PROJECT SITE MUST CONTINUE TO FUNCTION AT ALL TIMES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING THE GRADING. THE CONTRACTOR SHALL BE HELD LIABLE FOR ANY DAMAGE DUE TO OBSTRUCTING EXISTING DRAINAGE PATTERNS. 13, SANITARY FACILITIES SHALL BE MAINTAINED ON THE "I T F. REVISIONS No. DA TE DESCRIPTION 471 / / LEGEND (y, xx. xx) XXX.XX FL G.B. GTD H.P. P,R,C A.0 A.B R M UTCD ± X.XX% 381 — —381— — O O moo %% — EXISTING GRADE — DESIGN GRADE — FLOWLINE — GRADE BREAK — GRADE TO DRAIN — HIGH POINT — POINT OF REVERSE CURVATURE — ASPHALTIC CONCRETE — AGGREGATE BASE — RADIUS — MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES — DIRECTION % SLOPE OF DRAINAGE — FINISH GROUND CONTOUR — EXISTING CONTOUR — BENCHMARK — FIRE HYDRANT — POWER POLE — LIGHT POLE TO BE RELOCATED — SIGN (SINGLE POLE) — SANITARY SEWER MANHOLE — STORM DRAIN MANHOLE — TELEPHONE PEDESTAL — WATER VALVE — VEGETATION — SURVEY NAIL — WALL — LIP, CURB & GUTTER — SAWCUT LINE — LIMITS OF DEMOLITION PAVEMENT TO BE REMOVED PROPOSED A.C. TO MATCH EXISTING .21' A.0 PHASE II CEDAR STREET PROPOSED .33' CLASS II AGG. BASE PROPOSED CONCRETE (SIDEWALK, CURB/GUTTER, ETC) L OCA TION MAP N.T.S. u Date: 04/08/2014 Job No.: 239-16-01 File Path: J:\Projects\239 City of Bakersfield\239-16-01 Tree Street Improvements\dwg STA TE OF CALIFORNIA NOTE: THE CITY SHALL CONTACT THE USA LOCATOR SERVICE 1-800-642-2444, 48 HOURS PRIOR TO EXCA VA TION. O QRpFESS/p,�q� No. C-051930 * Exp. 6/30/14 s� CIV11. �P \9rF OF CA0Fp�a/ C DERRILL G. WRITTEN, JR. R.C.E, C-51930 CORNERSTONE ENGINEERING .4PPRC:VEO BY: �-�- NICOLAS FIDLER, R.C.E. 61069, EXPIRES 12-31-14 ACTING PUBLIC WORKS DIRECTOR APPROVAL RECOMMENDED BY: L DATE POSITION CURRENTLY VACANT ASSISTANT PUBLIC WORKS DIRECTOR DATE CIVIL ENGINEER IV - DESIGN ENGINEE NG DATE 6.1-1729 DATE IC/FY RE,OR19 NO. TRAFFIC ENGINEERING DATE STREET IMPROVEMENTS: TREE STREET CUL-DE-SACS: PHASE II No. CEDAR STREET OF COVER SHEET SHEETS 0 1 7 W co x a to U w 0 J U w Lu F - co w w CC H W z w W 0 a LU w W 3 CONCRFTF -V.' 4 D 0 z - STS`- 1 1 MAI' .H EIXIST E(ao1.za) INSTALL 2 - 20' AND 1 -15' "K -RAIL" BARRIERS AS SHOWN. N M 171< 0 z � I i FURNISH & INSTALL R3-1 "NO RIGHT TURN" IN ACCORDANCE WITH MUTCD STANDARDS FURNISH & INSTALL R3-1 "NO RIGHT TURN" MINIMUM 5' EAST OF ALLEY IN ACCORDANCE WITH MUTCD STANDARDS SEE SHEET 7. HIM ;� --T--- j - MATCH SIDEWALK AT " \ /�------' EXISTING SIDEWALK JOINT j SEE DETAIL 4 G 401.28 , THIS SHEET I --------------�-- I�01 01.26) : EXISFING I STOP S/GN- ••� U-) LqI Pd TO E REMOVED AND �r RET RNED TO OWNER I I113I I I0 I I I l0 0� I 4j W O M I +r- It + I I (401.22) • . , (401.24) 10 00 E(ao1.za) INSTALL 2 - 20' AND 1 -15' "K -RAIL" BARRIERS AS SHOWN. N M 171< 0 z � I i FURNISH & INSTALL R3-1 "NO RIGHT TURN" IN ACCORDANCE WITH MUTCD STANDARDS FURNISH & INSTALL R3-1 "NO RIGHT TURN" MINIMUM 5' EAST OF ALLEY IN ACCORDANCE WITH MUTCD STANDARDS SEE SHEET 7. HIM ;� --T--- j - MATCH SIDEWALK AT " \ /�------' EXISTING SIDEWALK JOINT j SEE DETAIL 4 G 401.28 , THIS SHEET I -W JIA: IU+0).1+0 )/.ZI MATCH EXISTING 401.31 INSTALL MODIFIED SIDEWALK UNDERDRAIN PER DETAIL A, THIS SHEET --------------�-- I�01 01.26) g i �� I I U�1a0°1(401.32) MATCH XI TING 4 1.21 U-) LqI Pd I I I I I I I I I I I I I I I I I -i ----------------------------- 404 C3 + (400.63) (4 1.35) I I113I I I0 I I I l0 0� I I I I I O M I +r- It + I I (401.22) • . , (401.24) �= O I + 1(400.74) 1 I 0 1 I PROPOSED C6 - TE STA: 11+11.05 C 5 12) I(aoo.3a) EXISTING I I 1 Lo 0 G� PRC FINISHED - (400.99) 6(400.33) o 6.16 402 I I 019 4 vYlr� �TIVIY I Q W I WP � -- ;- � NZ W G D E ® I ----t----------' -- I (n W -------II----------t----------�------------ I I I I I I 402 Er STA: 10+61.07 10.00 T I SIDEWAAL ".�� `'�: W .36 EC I -0.15% I (40Q 400". T: 38.41 400 L3 : 10+91.25 0.0 N - C MPACTED TYPE 'B' r) 402 POINT ' INSTALL 4' V -GUTTER I q STA: 11+25.50 -27.. 5.PROP0 a..'. O 0 O rRZI+US 100 O O MATCH EXISTING 0 0 DET, A -A, COB ST=' 17 0) ". I i i ,x CLASS II A.B. 400 UjD z w N WN Q O U c0 (401.37) C13 N 4(401.38) 1 25.00 ea E STA: 10+30.33 0 00 STA: 11+25.52 27.2E d a:. 101/2 C101/2 DELTA�`°� MATCH EXISTING o 0 L4 IT STA: 10+61.07 0� " t °41 PRC � o 0 0 0 400 Et STA: 11+11.03 N (00.54) N LO r7 lo -O 1 Z R400.28}PRC - �114- - O �d O O ��- - O � O o0 (401.03) O �q O --- I/ a C72 --C1 . � - -W JIA: IU+0).1+0 )/.ZI MATCH EXISTING 401.31 INSTALL MODIFIED SIDEWALK UNDERDRAIN PER DETAIL A, THIS SHEET NOTE: W14-2 "NO OUTLET" SIGN TO BE INSTALLED AT NE CORNER OF CEDAR ST. AND 22ND PRE DETAIL A SHEET 4. _I to 12+00 LO "CEDAR" ST. 4, SIA: 1 1 + 1 1.U1 .5/,ZK EVr_1>1 lf.W.VV. MATCH EXISTING 401.09 INSTALL COMBINATION SIDEWALK WITH TYPE 'B' CURB & GUTTER. SIDEWALK SLOPES NOT TO EXCEED 5% LONGITUDINAL & 1.5% TRANSVERSE. (TYP) MAIN. 404 --------------�-- I I I I I 1 ----------4----- ----- I I I I I I I -------I----------- I I� rl I I I I I I I I I I U i i I 1 - - - - - - - - - - I -- --1--- NOTE: W14-2 "NO OUTLET" SIGN TO BE INSTALLED AT NE CORNER OF CEDAR ST. AND 22ND PRE DETAIL A SHEET 4. _I to 12+00 LO "CEDAR" ST. 4, SIA: 1 1 + 1 1.U1 .5/,ZK EVr_1>1 lf.W.VV. MATCH EXISTING 401.09 INSTALL COMBINATION SIDEWALK WITH TYPE 'B' CURB & GUTTER. SIDEWALK SLOPES NOT TO EXCEED 5% LONGITUDINAL & 1.5% TRANSVERSE. (TYP) MAIN. 404 --------------�-- I I I I I 1 ----------4----- ----- I I I I I I I -------I----------- I I� I I I I I I I I I I I IC14 I I I I I I I I I I I I U i i I 1 - - - - - - - - - - I -- --1--- U-) LqI Pd I I I I I I I I I I I I I I I I I -i ----------------------------- 404 C3 + 404 1 (0 L0 I I113I I I0 I I I l0 0� I I I I I O M I +r- It + I I ---------- + o ; + o - MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES I O I + •- I I ,n i• I EXISTING I I 0 1 I PROPOSED O I I I I I I i EXISTING I I 1 Lo 0 I Lo + C) i GRADE 0 FINISHED + o 6.16 402 I I 019 4 vYlr� �TIVIY I Q W I WP � -- ;- � I I -r---------I-- -- W G D E ® I ----t----------' -- I (n W -------II----------t----------�------------ I I I I I I 402 I-0 687. 10.00 00 I SIDEWAAL ".�� `'�: W .36 C1 3i� 0.15% I -0.15% I INSTALL 0.21' 402-r 38.41 400 C.O.B. ST 5L `'� 7- -�3 _ -"- - C MPACTED TYPE 'B' r) 402 N ' INSTALL 4' V -GUTTER PER 5.PROP0 I O 0 O H4AC OVER 0.�3' O O 400 0 0 DET, A -A, COB ST=' 17 C I i i ,x CLASS II A.B. 400 UjD z w N WN Q O N c0 I v~i w C13 N 14.48 1 25.00 O N 0 00 d ��a� X �� o 0 0 0� o`- o� o �� o 0 0 0 400 N LD N LO r7 lo -O 1 00 o� O �d O O ��- - O � O o0 O �q O a � 10+30 10+40 10+60 10+80 11 +00 11+20 11+40 10+00 10+20 10+40 10+60 10+80 11+00 11+20 11+40 11+60 11+80 12+00 INSTALL 6" P.C. PAVING W 6"X6" #10 WWF OVER 6" COMP, NATIVE SOIL PER CAR STD. ST -4, 40P STATION 1 CEDAR St. Centerline Vertical Scale: 1"= 2' 404---- --------------�-- I I I I I I I I I I I I I I I I I I I I I I I I - FLOWLINE I I ! I I I I I I - GRADE BREAK I I I I C3 + 404 1 (0 L0 I I113I I I0 ---------------------- Delta ------ A.B ---a----------- EXISTING o ---------- + o ; + o - MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES 14.45 402 C; GRADE 0 I --Q ------- ----- I I WEST I ------------ i --- o O I , >---�--�� ----- I i EXISTING I I 1 Lo 0 I Lo W I ._ 0 I + o 6.16 ma I GRADE I I �� I 00 --- -- - - C8 00 I-0 687. 10.00 00 I - WALL i +O I +6 I -0.15% I I 402-r 38.41 400 T 6 1 i - i r) 402 N ---I tEAST------r---.:----- 5.PROP0 0 0 O O O 0 O O O O O 6.15 0 0 c 0 C - c). 5 ,x �`' FSO _7 0. L 9�� v~i w I v~i w C13 14.48 1 25.00 033.20 400 1 400 N LD N LO r7 lo -O 1 00 o� O �d O O ��- - O � O o0 O �q O � 10+30 10+40 10+60 10+80 11 +00 11+20 11+40 STATI O N Z CEDAR St. East Flowlin?vrjs,ecal cale. CITY OF BAKERSFIELD, CALIFORNIA < 0 z KUM 0 < W w GRAPHIC SCALE 20' 10' 0' 10' 20' ( IN FEET ) 1 inch = 20 ft. MaN STATI O N 3 CEDAR St. West Flowline Vertical Scale. 1 - 2 File Name: Cedar St.Design. PUBLIC WORKS DEPARTMENT Job No.: 239-16-01 Date: 04/08/2014 LEGEND Line Table Line # Length j Direction L3 2.68 i NOW 54' 21.69"W L4 i 2.70 I S08' 35' 32.89"W --------------�-- I I I I I I I I I I I I I I I II I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I - FLOWLINE 404 - GRADE BREAK GTD C3 + -1 1 (0 L0 I I113I I I0 I N 60 C14 Delta - - ---- A.B 0 EXISTING o ; PROPOSED ' + o ; + o - MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES 14.45 402 --- GRADE 0 I --Q ------- ----- I I WEST I ------------ i --- o O I , >---�--�� ----- 402 HJ --- -- - - --.. W W I ._ 0 I HJ �� W W -� 6.16 110.00 035.30 __-_.______.__1- _F - ---- C --- -- - - C8 I-0 687. 10.00 058.09 - WALL - LIP, CURB & GUTTER ------ I -0.15% I I C9 38.41 400 1 1 PROPOSED A.C. TO MATCH EXISTING .21' A.0 - 400 r) r7 (0 N O O0O 0 0 O O O 0 O O O O O 6.15 0 0 c 0 C 10+30 10+40 10+60 10+80 11+00 11+20 11+40 STATI O N 3 CEDAR St. West Flowline Vertical Scale. 1 - 2 File Name: Cedar St.Design. PUBLIC WORKS DEPARTMENT Job No.: 239-16-01 Date: 04/08/2014 LEGEND Line Table Line # Length j Direction L3 2.68 i NOW 54' 21.69"W L4 i 2.70 I S08' 35' 32.89"W 'X/X.Xf) - EXISTING GRADE Curve Table ITL - FLOWLINE --T - GRADE BREAK GTD - GRADE TO DRAIN Curve # Length ; Radius Delta - - ---- A.B --- } --- ------ R - RADIUS 05 C5 - MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES 14.45 ; 25.00 033.13 C6 - -38 - 49.98 j 37.50 076.36 --- -- - - --.. --..----=- --+- ------- - -- -- - - C7 -� 6.16 110.00 035.30 __-_.______.__1- - STORM DRAIN MANHOLE - ---- C --- -- - - C8 10.14 10.00 058.09 - WALL - LIP, CURB & GUTTER ------ 1 45.50 1 048.36 C9 38.41 PAVEMENT TO BE REMOVED a PROPOSED A.C. TO MATCH EXISTING .21' A.0 C10 PROPOSED .33' CLASS II AGG. BASE 1 10.13 1 10.00 j 058.05 C11 6.15 10.00 j 035.26 C12 49.96 1 37.50 i 076.33 C13 14.48 1 25.00 033.20 'X/X.Xf) - EXISTING GRADE XXX.XX - DESIGN GRADE ITL - FLOWLINE G. B. - GRADE BREAK GTD - GRADE TO DRAIN H. P. - HIGH POINT P.R.0 - POINT OF REVERSE CURVATURE A.0 - ASPHALTIC CONCRETE A.B - AGGREGATE BASE R - RADIUS MUTCD - MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES t X.XX% - DIRECTION % SLOPE OF DRAINAGE 381 - FINISH GROUND CONTOUR - -38 - - EXISTING CONTOUR - BENCHMARK ti�!o - FIRE HYDRANT - POWER POLE - LIGHT POLE TO BE RELOCATED -� - SIGN (SINGLE POLE) SANITARY SEWER MANHOLE O - STORM DRAIN MANHOLE ® - TELEPHONE PEDESTAL 30° - WATER VALVE - VEGETATION - SURVEY NAIL - WALL - LIP, CURB & GUTTER ------ - SAWCUT LINE - - - - LIMITS OF DEMOLITION q PAVEMENT TO BE REMOVED a PROPOSED A.C. TO MATCH EXISTING .21' A.0 ® PROPOSED .33' CLASS II AGG. BASE El PROPOSED CONCRETE (SIDEWALK, CURB/GUTTER, ETC) (401.28) rawn: JB esign: DGW hecked By. DGW \)tom s ti__4 (401.36)C�1�� f � W 4; " .� o ' 75Z.c (401.24) MAX a 4 SIDEWALK DETAIL 6.1-1729 (401. 12) 490 0.40% h LONGITUDINAL Ap�snhro Fe -dry Canparvy No. A-�Ot, Fon. Mgie 2 1/sx 2 1/2x 1/4 CoMmized A O QRQFESS/OHgI WyF�1�T�� yc C-051930 * Exp. 6/30/14 CIV1� orf OF CALtF�� r� It REV/ ON No. DA TE DESCRIPTION 1 / / 2 / / 3 / / GENERAL NOTES: 1. All work shown shall conform to the applicable sections of the specifications entitled, "Standard Specifications, State �..- s` Typ• of California, Department of Transport- ation, current edition. r". cwb F- 2. All concrete shall be Class 'A' and shall be within 2-1/2' to 5-1/2' Bottern ofa►b slump. 0` 3. Subgrade preparation shad be const- ruoted true to grade and cross section, with compaction of 9Ox to a depth of 0.50 feet. 4. Existing sidewalk shall be sawcut and removed at the first scoring line at or ELEVATION beyond the planned joint. All exposed �-- ExpwWw Jost (Tw) PLAN 8 54 8' 3- 2 1/2' for 6' Curb 4 1/2' for 8" Curb surfaces of the sidewalk underdrain shall match the existing curb, gutter, and sidewalk surfaces. 5. Expanslon joint filler matertal ohoil omelet of preformed of a durable, reedient compound. 6. Dimensions: 1'sas3` b- variable e- 90• All dimensions to be approved A by the engineer. 7. All inlet modifications shall be subject to the approval of the City Engineer. 2'-0' 2 3,'B x 2 3/8 x 3/8 Goly. Steel Angle W/ Anchor Curb Face Inlet 400.52 Outlet I I N I M U M 6' 4'x4'/ 4"x4' Welded Wire Fabric SLOPE SECTION A --A ■ tDT STANDARD n,,,•,, SIDEWALK WE= UNDERDRAIN SCALE NTS APPROVED SHEET NO. CITY OF BAKERSFIELD CALIFORNIA 5-15 CITY E'NWER ENONEMNO DMARMW Ij 0-10 "MODIFIED" SIDEWALK UNDERDRAIN STREET IMPROVEMENTS: TREE STREET CUL-DE-SACS: PHASE II CEDAR STREET IMPROVEMENT PLANS N.T.S. No. 3 OF 4 SHEETS 2 3 surfaces of the sidewalk underdrain shall match the existing curb, gutter, and sidewalk surfaces. 5. Expanslon joint filler matertal ohoil omelet of preformed of a durable, reedient compound. 6. Dimensions: 1'sas3` b- variable e- 90• All dimensions to be approved A by the engineer. 7. All inlet modifications shall be subject to the approval of the City Engineer. 2'-0' 2 3,'B x 2 3/8 x 3/8 Goly. Steel Angle W/ Anchor Curb Face Inlet 400.52 Outlet I I N I M U M 6' 4'x4'/ 4"x4' Welded Wire Fabric SLOPE SECTION A --A ■ tDT STANDARD n,,,•,, SIDEWALK WE= UNDERDRAIN SCALE NTS APPROVED SHEET NO. CITY OF BAKERSFIELD CALIFORNIA 5-15 CITY E'NWER ENONEMNO DMARMW Ij 0-10 "MODIFIED" SIDEWALK UNDERDRAIN STREET IMPROVEMENTS: TREE STREET CUL-DE-SACS: PHASE II CEDAR STREET IMPROVEMENT PLANS N.T.S. No. 3 OF 4 SHEETS 2 3 0 1 2