Loading...
HomeMy WebLinkAbout6.1-1730El LIST OF DRA WINGS SHEET 1 COVER SHEET SHEET 2 MYRTLE & SPRUfiE STREETS DEMOLITION PLAN SHEET 3 PINE STREET- OEMOLITION PLAN SHEET 4 MYRTLE STREET IMPROVEMENT PLAN SHEET 5 SPRUCE STREET IMPROVEMENT PLAN SHEET 6 PINE STREET IMPROVEMENT PLAN SHEET 7 STRIPING PLAN BENCHMARK ELEVATIONS ARE BASED ON CALIFORNIA SPATIAL REFERENCE CENTER SAN JOAQUIN VALLEY HEIGHT MODERNIZATION PROJECT BENCH MARK "HPGN D CA 06 FL", A SURVEY DISK SET 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 CITY STANDARDS Alk mumNamm 9 STREET IMPROVEMENTS: TREE STREET CUL-DE-SACS TYPE "B" (8') P.C.C. CUPP ,• tO GUTTER PER C.O.B. STD. ST -1 COMBINATION CONCRETE S': r _ALIK PER C.O.B. STD. ST -3 SIDEWALK UNDERDRAIN PER C. 0. 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 THE 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 OFF'CiAL. 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 SITE. LEGEND (XXX. X. X) XXX.XX FG G.B. GTD H.P. P.R.0 A.0 A.B R MUTCD ± X.XX% 381 --381-- s0 OO - EXISTING GRADE - DESIGN GRADE - FINISH 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 1(, - TELEPHONE PEDESTAL :1 - 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 MYRTLE, SPRUCE, & PINE STREETS PROPOSED .33' CLASS II AGG. BASE PROPOSED CONCRETE (SIDEWALK, CURB/GUTTER, ETC) GRIND & OVERLAY EXISTING PAVEMENT L OCA TION MAP N.T.S. J EARTHWORK Q UA N T1 TIES: CUBIC YARDS CUT (RAW) = 427 C.Y. CUBIC YARDS FILL (RAW) = 17 C.Y. TOTAL EARTHWORK QUANTITIES = 410 C.Y. (EXCESS) *(NO FACTORS HAVE BEEN APPLIED TO EARTHWORK QUANTITIES) 'HE ABOVE QUANTITIES ARE BASED ON GRADIN( .INES AND ELEVATIONS SHOWN ON THE DRAWINGS kCTUAL QUANTITIES OF EARTHWORK MAY VARY. Ll IMPROVEMENT QUA N T1 TIES QUANTITY ITEM 285 CY - EXCA VA 77ON (UNADJUSTED) 143 CY - AC DEMO & HAUL (33' ASSUMED DEPTH) STA TE OF CALIFORNIA NOTE. THE CITY SHALL CONTACT THE USA LOCATOR SERVICE 1-800-642-2444, 48 HOURS PRIOR TO EXCAVATION. ESSI�y� \ No. A C-051930 y�CIVV1- �� CA1.1fpRa DERRILL G. WRITTEN, JR. R.C.E. C-51930 CORNERSTONE ENGINEERING 195 TONS - TYPE "B" ASPHAL TIC CONCRETE 150 CY - CLASS # AGGREGATE BASE 570 LF - TYPE "B" (8") P.C.C. CURB & GUTTER PER C.O.B. STD ST -1 2,700 SF - COMBINATION CONCRETE SIDEWALK PER C.O.B. S ST - 6 EA - SIDEWALK UNDERDRAINS PER C. 0. B. STD. D-20 160 LF - PORTABLE CONCRETE BARRIERS - "K -RAIL" Job No.: 239-16-01 File Path: J:\Projects\239 City of Bakersfield\239-16-01 Tree Street Improvements\dwg APPROVED BY. - DATE: STREET IMPROVEMENTS: TREE STREET CUL-DE-SACS MYRTLE, SPRUCE, & PINE STREETS of VER SHEET 1130 7 CO SHEETS 0 1 2 3 RAUL M. ROJAS, R.C.E. 39890, EXPIRES 12-31-15 DATE PUBLIC WORKS DIRECTOR co) APPROVAL RECOMMENDED BY c.� I'1 UJ ' � w w ASSISTANT PUBLIC WORKS DIRECTOR DATE Ir !� Zai �Lu z za u �s ? v CIVIL ENGINEER IV - DESI N ENGINEERING DATE _eco 17 11Y F- ui ui Of 'w- TRAFFIC ENGINEERING DATE A/ Of STREET IMPROVEMENTS: TREE STREET CUL-DE-SACS MYRTLE, SPRUCE, & PINE STREETS of VER SHEET 1130 7 CO SHEETS 0 1 2 3 n CHISELED 'X" IN CONCRETE ELEV: 400.41 I I REMOVE EXISTING ---� SIDEWALK TO NEAREST PERMISSIBLE JOINT. o EXISTING F/RE cv \ LIMITS OF HYDRANT TO aE : DEMOLITION PROTECTED IN PLACE : 4 (TYP ) 400 —-- JJ yy}YY j v0 s i REMOVE EXISTING SIDEWALK TO NEAREST PERMISSIBLE JOINT. l CITY OF BAKERSFIELD, CALIFORNIA 12+00 13+00 —F— —I— —I— coo vi 1 -4—i -I 1 —I— i— MYRTLE ST. MYRTLE ST. DEMOLITION PLAN Scale: V:20' SPRUCE ST. DEMOLITION PLAN PUBLIC WORKS DEPARTMENT Scale: 1":20' File Name: Tree Street %55w$J9-16-01 Date. 111712013 Reserved For "Record RL8 r: RL8 Drawing" Stamp ed By. DGW GRAPHIC SCALE 20' 10' 0' 10' (IN FEET) 1 inch = 20 ft. LEt�END 20' ("xXX.XX; — EXISTING GRADE XXX.XX — DESIGN GRADE FG — FINISH GRADE FL — FLOWLINE 0, 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 ± X.XX% — DIRECTION % SLOPE OF DRAINAGE 381 — FINISH GROUND CONTOUR — —3a�— — — EXISTING CONTOUR — BENCHMARK — FIRE HYDRANT . o — POWER POLE — LIGHT POLE TO BE RELOCATED —n— — SIGN (SINGLE POLE) �s — SANITARY SEWER MANHOLE © — STORM DRAIN MANHOLE — TELEPHONE PEDESTAL moo — WATER VALVE — VEGETATION — SURVEY NAIL — WALL — LIP, CURB & GUTTER ------ — SAWCUT LINE — — — — LIMITS OF DEMOLITION rF°`s PAVEMENT TO BE REMOVED PROPOSED A.C. TO MATCH EXISTING .21' A.0 ® PROPOSED .33' CLASS II AGG. BASE PROPOSED CONCRETE (SIDEWALK, CURB/GUTTER, ETC) F� GRIND & OVERLAY EXISTING PAVEMENT /410FESSI�,�\ No. C-051930 STREET IMPROVEMENTS: TREE STREET CUL-DE-SACS MYRTLE &SPRUCE STREETS DEMOLITION PLAN � , I - 1�3t) 111.51/Y No. 2 OF T SHEETS I X" iN CONCRETE EL EV: 400.41 C] BCR: BEGIN PROPOSED C&G. MODIFICATION MATCH EXISTING. I I II ECR: END PROPOSED MODIFICATION C&G 3x9.9 �=399,93 INSTALL 2' SIDEWALK UNDERDRAIN PROVIDE SMOOTH TRANSITION FROM TYPICAL CURB & GUTTER TO DRAIN. SEE DETAIL D THIS SHEET MODIFY ±23' GUTTER PAN PROFILE PER ENGINEER APPROVED SELF -LEVELING CONCRETE. (STING STOP SICW ' TO BE REMOVED AND RETURNED TO OWNER IC ' r INSTALL 2 - 20' AND GT 1 -15' "K -RAIL" BARRIERS AS SHOWN. "f / 10+00 x(40 -68) CONTRACTOR TO PROVIDE:.. SMOOTH TRANSITION AND POSITIVE DRAINAGE FOR THESE AREAS R�: Y .. GT T CTO r D 0 Z 17- Q D 0 z RECONSTRUCT SIDEWALK WITH LIKE MATERIALS. SLOPES NOT TO EXCEED 5% LONGITUDINAL & 1.5% TRANSVERSE. MATCH EXISTING jj go Fes;,... k f>r L_ RECONSTRUCT SIDEWALK WITH LIKE - MATERIALS. SLOPES NOT TO EXCEED 5% LONGITUDINAL & 1.5% TRANSVERSE. MATCH EXISTING E _T 13,,0. - STA: 10+95.21 E MATCH EXISTING a 4, STA: 11+18.57 END CONSTRUCTION MATCH EXISTING 12+00 (400. ? i) 00 to SEE PROPOSED ��T�� ST. SECTION, DETAIL C, THiS SHEET -STA: 11+17.57 27.2R=� E STA: 10+95.21 W MATCH EXISTING__-- ff 71 INSTALL COMBINATION SIDEWALK WITH TYPE 'B' CURB & GUTTER. (TYP) ELEV., WEST R 0. "X" IN C( El e 20' 10' 0' 10' 20' (IN FEET) 1 inch = 20 ft. IOD St S IDEW W I TH FrRpwwwm R I I I , EXISTING STREET LNAME SIGN I E(400.29) "�r FURNISH & INSTALL I I I I 133-1 "NO RIGHT TURN" 402 IN ACCORDANCE WITH i MUTCD STANDARDS II I t cNISH & INSTALL R3-1 "NO RIGHT TURN" MINIMUM I 5' EAST OF ALLEY IN I ACCORDANCE WITH MUTCD 1 STANDARDS Qy - Q .279; Iw SEE SHEET 7. r D 0 Z 17- Q D 0 z RECONSTRUCT SIDEWALK WITH LIKE MATERIALS. SLOPES NOT TO EXCEED 5% LONGITUDINAL & 1.5% TRANSVERSE. MATCH EXISTING jj go Fes;,... k f>r L_ RECONSTRUCT SIDEWALK WITH LIKE - MATERIALS. SLOPES NOT TO EXCEED 5% LONGITUDINAL & 1.5% TRANSVERSE. MATCH EXISTING E _T 13,,0. - STA: 10+95.21 E MATCH EXISTING a 4, STA: 11+18.57 END CONSTRUCTION MATCH EXISTING 12+00 (400. ? i) 00 to SEE PROPOSED ��T�� ST. SECTION, DETAIL C, THiS SHEET -STA: 11+17.57 27.2R=� E STA: 10+95.21 W MATCH EXISTING__-- ff 71 INSTALL COMBINATION SIDEWALK WITH TYPE 'B' CURB & GUTTER. (TYP) ELEV., WEST R 0. "X" IN C( El e 20' 10' 0' 10' 20' (IN FEET) 1 inch = 20 ft. STATI 0 N r. 1 Myrtle St. Centerline Vertical Scale: 1"= 2' m U Z H 1 I I I - FINISH GRADE I I I I Lo 0 ------------------------------------------ 0 `� 00 rl� C14 -�- 402 0 I I 'EXISTING 'i I 1 0 I I I I 1 I Qy - Q .279; Iw � 400400 GRADE ---- --4402 -----t-------- ------ I I I I I i + o i ' PROPOSED i=INISHED ---- I I I I PROPOSED ' 402 33-16'48" 5' WIDE C0�IIIBiNATION i -+-------- SIDEWALK PER i i - -----------4 ' i i GRADE ® i i -------i---------I------------I-----------I----------�--------- 402 398 O N � C C. I C.O.B. ST6 ST -3 I I I W >> CtJ ' O -t O 6 O O '--- �. � -+ I I '7 i P; -oi27 !, �- - SURVEY NAIL M do M M � I LIP, CURB & GUTTER ------ i - - - PROPOSED 400 PAVEMENT TO BE REMOVED ----------(------------ -----------------------------t----------r-- ------------------NIL-SEE 400 WEST ri PROPOSED .33' CLASS II AGG, BASE C NTRACTOR TCPROVIDE 398 PROIiOSED S1400TH TRANSITION AND i C.O, I, STD ST_ 1 1 o co i PAVING SECTION, ooh rn� cow POSITIVE DRAINAGE FOR 8" � RB & GUTTER DETAIL C, THIS SHEET O -1-0 O �M THIrtSE AREAS , , , M , , , , , 398 ' 398 D Li z W LLJ 0 �t o 00 0 O o 0) 00 00 r- a a a 9 0 0 o 0 d 0 d o 0 0 o 0 o d-0' 0 0 O �t o 0 O 0 o 0 �t 0 0 wuoo0 CL 10+00 10+20 10+40 10+60 10+80 11+00 11+20_ 11 +40 11+60 11+80 12+00 STATI 0 N r. 1 Myrtle St. Centerline Vertical Scale: 1"= 2' m U Z H O 0 i z� i i d F- I- I I Q - FINISH GRADE FL Lo 0 ------------------------------------------ 0 `� 00 rl� C14 -�- 402 0 I a+ ++ ai RADE �O+vi - HIGH POINT W W r ' ►�. . I Qy - Q .279; Iw � 400400 402 ---- --4402 -----t-------- ------ I I I I I MUTCD ------a----------- I C14 Oi W ---- I I I I PROPOSED ' - FINISH GROUND CONTOUR 33-16'48" EAST FL 'I 398 ' o' d- i 398 O N � C C. 0000 CO pD � ^ � n >> CtJ ' O -t O 6 O O M 1 do P; M - SURVEY NAIL M do M M 10+00 10+20 10+40 10+60 10+80 10+95 STATI 0 N 2 M rile St. East Flowline Vertical Scale: 1"= 2' CITY OF E3AKERSFIELD, CALIFORNIA Z - EXISTING GRADE O - DESIGN GRADE FG - FINISH GRADE FL UU Q 0 I - I I a+ = Q - HIGH POINT W Z .fig 0 Q W LLI STATION 3 M rile St. West Flo�rline Vertical Scale: 1"= 2' File Name: Tree Street PUBLIC WORKS DEPARTMENT 89%.: `" 39-16-01 Date: 11/7/2013 N T W14- "NO OUTLET" SIGN TO BE INSTALLED AT ENTRANCE TO MYRTLE ST. SEE DETAIL A SHEET 7. 0 Q W AwmOnr Faar}y >�Y "04-300. 1� PIM fibre A Inlet GENERAL NOTES: rk 1. All woshown stroll conform to the applicable sections of the specifications e, entitled, "Standard Specifications, State of California, Department of Transport- ation t edition of L1rb 0.83% MINIMUM LONGITUDINAL SLOPE �- Eipanolan ,bYtt t'TyP�) 3' X" 4 Cul ren Owb Fano 2. All concrete stall be Class 'A" and shall be within 2-1/r to 5-1/2' slump. de 3. Subgropreparation shall be const- ructed true to grade and cross section, with compaction of 90% to a depth of 0.50 feet. 4. Existing sidewalk shall be sawcut and removed at the first scoring line at or beyond the planned joint. All exposed surfaces of the sidewalk underdroln shall match the existing curb, gutter, and sidewalk surfaces. S Expansion pint filler materfal shall oonslat of preformed of a durable, resilient compound. 6. Dimensions: 1-SaS3- b- variable � 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 1/2" for 6- Curb 2 3 IS x 2 3/8 x 3/8 Gaiv. Steel Angle W/ Anchor 4 1/2* for 8' Curb Club Face /2 1 " ou1 t 4'x4'/ 4'x4' Welded Mre Fabric SJWTION A --A STANDARD „",s, int SIDEWALK of"= UNDERDRAiN NTS SHM NM CITY OF BAKERSFiELD CALIFORNIA S_E5 H*W-9WWW'=,ExaiN INo D--10 **MODIFIED** SIDEWALK UNDERDRAIN N.T.S. LEGEND (XXX. XX) - EXISTING GRADE I Z <t - DESIGN GRADE FG - FINISH GRADE FL UU G.B. 0 I - I I a+ = Q - HIGH POINT 402N--------�-� O i I I I g 402 - RADIUS MUTCD ------a----------- I C14 Oi --------- EXISTING ' ---- ' - FINISH GROUND CONTOUR 33-16'48" EXISTING CONTOUR 'I - BENCHMARK ' o' d- i GRADE I i °O 0) °'t M 0' +rn rn Q� H- W - SIGN (SINGLE POLE) 0 >> CtJ OM �- M ® - TELEPHONE PEDESTAL J r I -0.52 W400 1 W P; -j 400 - SURVEY NAIL ------ - III III III LIP, CURB & GUTTER ------ - SAWCUT LINE - - - PROPOSED PAVEMENT TO BE REMOVED 12" PROPOSED A.C. TO MATCH EXISTING .21' A.0 t . WEST ri PROPOSED .33' CLASS II AGG, BASE PROPOSED CONCRETE (SIDEWALK, CURB/GUTTER, ETC) 398 398 oN o co ooh rn� cow oZt0 O `-0 O -1-0 O �M O �M O� M 10+00 10+20 10+40 10+60 10+80 10+95 STATION 3 M rile St. West Flo�rline Vertical Scale: 1"= 2' File Name: Tree Street PUBLIC WORKS DEPARTMENT 89%.: `" 39-16-01 Date: 11/7/2013 N T W14- "NO OUTLET" SIGN TO BE INSTALLED AT ENTRANCE TO MYRTLE ST. SEE DETAIL A SHEET 7. 0 Q W AwmOnr Faar}y >�Y "04-300. 1� PIM fibre A Inlet GENERAL NOTES: rk 1. All woshown stroll conform to the applicable sections of the specifications e, entitled, "Standard Specifications, State of California, Department of Transport- ation t edition of L1rb 0.83% MINIMUM LONGITUDINAL SLOPE �- Eipanolan ,bYtt t'TyP�) 3' X" 4 Cul ren Owb Fano 2. All concrete stall be Class 'A" and shall be within 2-1/r to 5-1/2' slump. de 3. Subgropreparation shall be const- ructed true to grade and cross section, with compaction of 90% to a depth of 0.50 feet. 4. Existing sidewalk shall be sawcut and removed at the first scoring line at or beyond the planned joint. All exposed surfaces of the sidewalk underdroln shall match the existing curb, gutter, and sidewalk surfaces. S Expansion pint filler materfal shall oonslat of preformed of a durable, resilient compound. 6. Dimensions: 1-SaS3- b- variable � 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 1/2" for 6- Curb 2 3 IS x 2 3/8 x 3/8 Gaiv. Steel Angle W/ Anchor 4 1/2* for 8' Curb Club Face /2 1 " ou1 t 4'x4'/ 4'x4' Welded Mre Fabric SJWTION A --A STANDARD „",s, int SIDEWALK of"= UNDERDRAiN NTS SHM NM CITY OF BAKERSFiELD CALIFORNIA S_E5 H*W-9WWW'=,ExaiN INo D--10 **MODIFIED** SIDEWALK UNDERDRAIN N.T.S. LEGEND (XXX. XX) - EXISTING GRADE XXX.XX - DESIGN GRADE FG - FINISH GRADE FL - 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 ± X.XX% - DIRECTION % SLOPE OF DRAINAGE --381 - FINISH GROUND CONTOUR 33-16'48" EXISTING CONTOUR " - BENCHMARK FIRE HYDRANT o - POWER POLE - LIGHT POLE TO BE RELOCATED -Q- - SIGN (SINGLE POLE) 0 - SANITARY SEWER MANHOLE O - STORM DRAIN MANHOLE ® - TELEPHONE PEDESTAL *oo - WATER VALVE - VEGETATION - SURVEY NAIL - WALL LIP, CURB & GUTTER ------ - SAWCUT LINE - - - - LIMITS OF DEMOLITION "v. PAVEMENT TO BE REMOVED 12" PROPOSED A.C. TO MATCH EXISTING .21' A.0 t . ® PROPOSED .33' CLASS II AGG, BASE PROPOSED CONCRETE (SIDEWALK, CURB/GUTTER, ETC) GRIND & OVERLAY EXISTING PAVEMENT Curve Table CURVE LENGTH RADIUS DELTA TANGENT CHORD C1 14.521 25.00 33' 16'48" 7.47 14.32 C2 80.686 37.50 123' 16'48" 69.47 66.00 C3 80.686 37.50 123' 16'48" 69.47 66.00 C4 14.521 25.00 33-16'48" 7.47 14.32 B MYRTLE ST. CURVE TALE N.T.S. C TYPICAL PAVING SECTION N.T.S. 21' COMPACTED YPE 'B' HMAC ).33' CLASS II 3GREGATE BASE 0 QRpFESS I gy4 No. C-051930 srq� �I,to� , Reserved For "Record STREET IMPROVEMENTS: TREE STREET CUL-DE-SACS No. 4 RLB MYRTLE STREET OF RLB DraWin StampIMPROVEMENT PLANS 17 3 l 7 G� T ed 8,y.' DGiN SHEE S E INSTALL 2' SIDEWALK UNDERDRAIN PROVIDE SMOOTH TRANSITION FROM TYPICAL CURB & GUTTER TO DRAIN. SEE DETAIL D, THIS SHEET x(400.93) EXISTING STOP SIG TO BE REMOVED AND RETURNED TO OWNER i INSTALL " IN CONCRETE ELEV. • 400.75 2 - 20' AND 1 -13"K-RAIL" �. 10 00 BARRIERS AS SHOWN. 41 I CONTRACTOR TO PROVIDE W SMOOTH TRANSITION AND POSITIVE DRAINAGE FOR THESE AREAS EXISTING STREET r]\ NAME SIGN S 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. D O z EMU U EXISnNG WALL TO SE PROTECTED IN PLACE ii gy i��aa 4 .kL��:.a?:i`�''�9��k+t?. _ k^�w;.� � 5an_�•4�4 tS�.a �� 4;.'..:.:� cL STA: 11+45.55 -27.3L= � 1 I I 1 i I •'i X I I I I I I I 1 4 rL STA: 10+95.21 E 1 IL - FLOWLINE MATCH EXISTING 1 01 z w STA: 11+46.55 N GRADE O END CONSTRUCTION i i ----------------- -Si•DtWAty-PERI- i MATCH EXISTING 12+00 . -+- 1 -4- 1-+- tcoo - SEE PROPOSED PAVING SECTION, r(4.0c.66) SPRI]CF ST, i DETAIL C, THIS SHEET s� w 402 X �- 3 1 STA: 11 +45.55 27.2R= I ---- o STA: 10+95.21 W oma✓ 1% i _ :. MATCH EXISTING -+.6---------a- 400 \ c2 RECONSTRUCT �INSTALL COMBINATION SIDEWALK WITH LIKE �SIDEWALK WITH TYPE 'B' / MATERIALS. SLOPES CURB & GUTTER. (TYP) NOT TO EXCEED 5% LONGITUDINAL & 1.5% TRANSVERSE. _____\ MATCH EXISTING �� a1 `:•l STATION 1 Spruce St. Centerline Vertical Scale: V'= 2' I ' I ed � 1 I I 1 i I •'i X I I I I I I I 1 4 i I I i I I I I 1 I I 1 1 IL - FLOWLINE G. B. PROPgSED FINISHEI 00 I I I 1 o z w - HIGH POINT 5' WDECOMBINATIQN GRADE O 402 i i ----------------- -Si•DtWAty-PERI- i ---------- ------------------ ----------I---------- Z1 I 402 0 "i i i C.O.O. STD ST -3: i i w 402 X �- 3 1 -0.21% I I I -iim MEN 11 ___ I ---- o .�rn oma✓ 1% i _ :. T -0.3 -+.6---------a- 400 00 i EXISTING =::.= I __ 1 ---=� �. ------------I------------------- ;•------t----------r----- -I----------t----------r--------- GRADE i i i 400 - WATER VALVE + a� r 0 i - ,q > µ• W SIE PROPOSEQI I __ i dr I > •- CONTRACTOR T' PROVIDE SMOOTH TRANSITION AND 1 C.O.B. STD tT_ 1 I PZING SECTION, DkTAIL C, THIS SHEET -0.51 W ' OOSITIVE DRAINAGE FOR 1 18" CURB & ;GUTTER 1 1 ; 1 I I 1 400 398 1 ___-- 1 TH SE AREAS J 400 ® 398 a zwW co1� ----, ----------I O0 I O� rn� WEST EL I �00 ooh oo r` 398 a s o © d o 0 0 I I 0 o 0 0 0 0 0 0 0 0 0 0 o O d• 0 o d 0 O d - I IX C O L LI d o il W to d Q d 00a d� d� p O O 0. O O O O O(:i O OO 00 O M 10+60 10+80 10+95 10+00 10+20 10+40 10+60 10+80 11+00 11+20 11+40 11+60 11+80 12+00 STATION 1 Spruce St. Centerline Vertical Scale: V'= 2' I ' I ed � II , JZ 1 I 1 IL - FLOWLINE G. B. - GRADE BREAK GTD z w - HIGH POINT 0 I Q I O I I i i EXISTING i I I I 402 0 "i i i GRADE i - EXISTING CONTOUR 14.32 402 X �- i Via`- 1 I ---- o .�rn - SIGN (SINGLE POLE) C5 - SANITARY SEWER MANHOLE -+.6---------a- - STORM DRAIN MANHOLE 00 + o EXISTING---- - WATER VALVE + a� r 0 i - ,q > µ• W I I --- i I __ i dr I > •- M > •Q 0.9 � � W r � -0.51 W ' U.1 400 ,tJl 400 �,� 1 ___-- -0.20% J 400 ® 400 --------- ----, ----------I --- I LU WEST EL I I PROPOSEDI I 398 I I I EAST I i I I I I I I C4 398 O I I I I 398 o il W to rn (7) 00a O co p O O O O O O O(:i O OO 00 O M 10+60 10+80 10+95 10+00 10+20 10+40 10+60 10+80 10+95 STATION 2 S ruce St. East Flowline Vertical Scale. l - 2 CITY C)F BAKERSF/ELD, CALIFORN/A z � O 1 I - FINISH GRADE IL - FLOWLINE G. B. - GRADE BREAK GTD z w - HIGH POINT GRAPHIC SCAT la 0' ( IN FEET) 1 inch = 20 ft. O Q w KI STATION 3 Spruce St. West Flowline Vertical Scale. 1"= 2 File Nome: Tree Street PUBLIC WORKS DEPARTMENT b�'lo..wgl3s-16-01 Dote: 111712013 NOTE: W14- "NO OUTLET" SIGN TO BE INSTALLED AT ENTRANCE TO MYRTLE ST. SEE DETAIL A SHEET 7. 0 Q w 0.83% 1 LONGITUDINAL A GENERAL NOTES: 1. All work shown shall conform to the applicable sections of the specifications entitled, "Standard Specifications, State Ir T30• of California, Department of Transport- ation, current edition. ws Pae. 2. All concrete shall be Class "A" and shall be within 2-1/2" to 5-1/2" of Curb slump. 3. Subgrade preparation shall be const- ricted true to grade and cross section, with compaction of 90% to a depth of 0.50 feet. 4 Existing sidewalk shall be sawout and removed at the 11rst scoring line at or RZ"ANON beyond the planned Joint. All exposed surfaces of the sidewalk underdrain shall match the existing curb, gutter, and sidewalk surfaces. 5. Expansion pint filler material shall consist of preformed of a durable, resilient compound. 7:�Eroewdan .tont nyw) PLAN R I 1 1 I - FINISH GRADE IL - FLOWLINE G. B. - GRADE BREAK GTD - GRADE TO DRAIN H.P. - HIGH POINT 0 I Q I I I I I A.B H a R o I I I I 381 - FINISH GROUND CONTOUR 402N - EXISTING CONTOUR 14.32 - BENCHMARK X �- 402 - POWER POLE ------------------ - LIGHT POLE TO BE RELOCATED --------- - SIGN (SINGLE POLE) 0 - SANITARY SEWER MANHOLE -+.6---------a- - STORM DRAIN MANHOLE 00 + o EXISTING---- - WATER VALVE - VEGETATION r 0 GRADE i M + C' 0) _�.---- •Q 0.9 � � W r � W ' 400 �, 1 _ 0.45% 1 ___-- J 400 ® PROPOSED .33' CLASS II AGG. BASE PROPOSED' WEST EL I I I I 398 I I I i 398 O C4 o? O O0 O O O OO 0 O M O M 10+00 10+20 10+40 10+60 10+80 10+95 STATION 3 Spruce St. West Flowline Vertical Scale. 1"= 2 File Nome: Tree Street PUBLIC WORKS DEPARTMENT b�'lo..wgl3s-16-01 Dote: 111712013 NOTE: W14- "NO OUTLET" SIGN TO BE INSTALLED AT ENTRANCE TO MYRTLE ST. SEE DETAIL A SHEET 7. 0 Q w 0.83% 1 LONGITUDINAL A GENERAL NOTES: 1. All work shown shall conform to the applicable sections of the specifications entitled, "Standard Specifications, State Ir T30• of California, Department of Transport- ation, current edition. ws Pae. 2. All concrete shall be Class "A" and shall be within 2-1/2" to 5-1/2" of Curb slump. 3. Subgrade preparation shall be const- ricted true to grade and cross section, with compaction of 90% to a depth of 0.50 feet. 4 Existing sidewalk shall be sawout and removed at the 11rst scoring line at or RZ"ANON beyond the planned Joint. All exposed surfaces of the sidewalk underdrain shall match the existing curb, gutter, and sidewalk surfaces. 5. Expansion pint filler material shall consist of preformed of a durable, resilient compound. 7:�Eroewdan .tont nyw) PLAN R �" 8w " for 8" Curl 4 1 /2" for 8" Curr 8. Dimensions: 1%W930 bs variable e- 90. All dimensions to be approved A by the engineer. 7. All !Hist modifications shall be subject to the approval of the City Engineer. 2 3 8 x 2 3/8 x 3/8 Gaiv. Steel Angle W/ Anchor Curb Face Inlet -+- Outlet A I N I M U M s" 4•x4"/ eXe Welded Wire Fabric to SLOPE SECTION A -A ,R STANDARD %W LcT SIDEWALK ORO= UNDERDRAiN scu.E M APPROM SHM NM CITY OF BAKERSFIELD CALIFORNIA S-15 drr eROM MONMN0 D-10 **MODIFIED** SIDEWALK UNDERDRAIN Reserved For "Record Drown: RLB Design: RLB D11*(#n:1wing" StamChecked B . DGW N.T.S. LEGEND {"X.�Y.. XX) - EXISTING GRADE XXX.XX - DESIGN GRADE 2 1 /2 - FINISH GRADE IL - FLOWLINE G. B. 8. Dimensions: 1%W930 bs variable e- 90. All dimensions to be approved A by the engineer. 7. All !Hist modifications shall be subject to the approval of the City Engineer. 2 3 8 x 2 3/8 x 3/8 Gaiv. Steel Angle W/ Anchor Curb Face Inlet -+- Outlet A I N I M U M s" 4•x4"/ eXe Welded Wire Fabric to SLOPE SECTION A -A ,R STANDARD %W LcT SIDEWALK ORO= UNDERDRAiN scu.E M APPROM SHM NM CITY OF BAKERSFIELD CALIFORNIA S-15 drr eROM MONMN0 D-10 **MODIFIED** SIDEWALK UNDERDRAIN Reserved For "Record Drown: RLB Design: RLB D11*(#n:1wing" StamChecked B . DGW N.T.S. LEGEND {"X.�Y.. XX) - EXISTING GRADE XXX.XX - DESIGN GRADE FG - FINISH GRADE IL - 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 ± X.XX% - DIRECTION % SLOPE OF DRAINAGE 381 - FINISH GROUND CONTOUR - -381- - - EXISTING CONTOUR 14.32 - BENCHMARK X - FIRE HYDRANT o - POWER POLE - LIGHT POLE TO BE RELOCATED -�- - SIGN (SINGLE POLE) 0 - SANITARY SEWER MANHOLE OO - STORM DRAIN MANHOLE ® - TELEPHONE PEDESTAL 300 - WATER VALVE - VEGETATION - SURVEY NAIL - WALL - LIP, CURB & GUTTER _�.---- - SAWCUT LINE - - - - LIMITS OF DEMOLITION r PAVEMENT TO BE REMOVED F PROPOSED A,C. TO MATCH EXISTING .21' A.0 ® PROPOSED .33' CLASS II AGG. BASE PROPOSED CONCRETE (SIDEWALK, CURB/GUTTER, ETC) F-1 GRIND & OVERLAY EXISTING PAVEMENT Curve Table CURVE # LENGTH RADIUS DELTA TANGENT CHORD C1 14.521 25.00 33-16'48- 7.47 14.32 C2 80.686 37.50 12Y 16'48" 69.47 66.00 C3 80.686 37.50 123'1648" 69.47 66.00 C4 14.521 25.00 33'16'48" 7.47 14.32 B SPRUCE ST. CURVE TABLE N.T.S. C TYPICAL PAVING SECTION N.T.S. i 21 COMPACTED YPE 'B' HMAC 133' CLASS II 37GREGATE BASE W iOygi No. C-051930 civiv 9 4F IF ! f' STREET IMPROVEMENTS: TREE STREET CUL-DE-SACS No. SPRUCE STREET OF IMPROVEMENT PLANS7 I - sH3rs 0 1 2 ►" L 3�1f1 MATCH EXISTING CF'i= pRnpncFn x(407, 63) l ctvv MOR I I I I I I I 1 1 I I la 4 t I i I i I I I i I I I I Cl i _ i 00 5' WIDE COM BINATION 316'48" z w O� o $ 1 1 i 60 1 : + o : EXIST/NG STOP SIG TO BE REMOVED AND SIDEWALK PER 1 N to 03 402 d---_-_-- 1 0 0 ' GRADE 1 �- .0------; ------ ; - ------ 0 ----- 69.47 RETUNED Ti OWNER STb ST -3 i - - - - - - - - - - - - - - - - - - - - ---------- I I -----------1— i I f(4l 1,01) ®� INSTALL 2 SIDEWALK UNDERDRAIN PROVIDE SMOOTH TRANSITION ------------- - I FROM TYPICAL CURB & GUTTER 404 0 TO DRAIN. SEE DETAIL D, THIS CONTRACTOR TO PROVIDE i i SHEET 0 0 I SMOOTH - -� I W INSTALL GTI _ d0- 2 - 20' AND IN CONCRETE DRAINAbE FOR i 1 —12' "K—RAIL" / / ELEV: 409.54 ' PROPOSED: FINISHED : BARRIERS 54 AS SHOWN. 'ern GRADE 0 ;1i1iI� 0+00 �- '2 � •I 1 I Ii.1. ---------y---------- ---------- 1 1:IIIII CONTRACTOR TO PROVIDE 402 SMOOTH TRANSITION AND :��:�d�II POSITIVE DRAINAGE FOR III THESE AREAS ✓ I 10 GTI GRADE 0 I C.O.B. ONTRAC10 10+60 ..� � � RbMT S1DFWMI.K �N►otN �R ENGIN R \ LU( ' EX/STING STREET ' 400 0 z w W d NAME SIGN un W o I x 3407.10) I �C(402.05ji `1 .0� o 00 FURNISH & INSTALL 00 r- 133-1 "NO RIGHT TURN" _ co Lo IN ACCORDANCE WITH MUTCD STANDARDS' Q O Q N Cr a 0 0 0 0 0 CV 0 0 N 0 0 – 0 FURNISH & INSTALL 133-1 0 CV "NO RIGHT TURN" MINIMUM w c� O0 0 It d 5' EAST OF ALLEY IN ACCORDANCE WITH MUTCD �i d STANDARDS SEE SHEET 7. ►" L 3�1f1 MATCH EXISTING CF'i= pRnpncFn x(407, 63) l ctvv MOR STATION 1 Pine St. Centerline Vertical Scale: 1°= 2' 404 °° I I I I I I I 1 1 I I la I i I I i I i I I I i I I I I Cl i _ i 00 5' WIDE COM BINATION 316'48" z w O� o $ 1 1 i 60 1 : + o : I EXISTING : SIDEWALK PER 1 N to 03 402 d---_-_-- 1 0 0 ' GRADE 1 �- .0------; ------ ; - ------ 0 ----- 69.47 404C.O.B. STb ST -3 i - - - - - - - - - - - - - - - - - - - - ---------- I I -----------1— i �� ____ I 0i ------------- - I ------------A---------------------I---------- I I I I 404 0 CO CONTRACTOR TO PROVIDE i i i.- 0 0 0 o0 SMOOTH TRANSITI6N AND I W � d0- PROPOSED: POSITIVE DRAINAbE FOR i i iQI. i ' PROPOSED: FINISHED : : THESE AREAS 400 'ern GRADE 0 ;1i1iI� �- '2 `III1I I __\--------- -- ------ � 1 I Ii.1. ---------y---------- ---------- 1 1:IIIII -------- - ':iIII 402 :��:�d�II III ✓ I SEE PROPOSED IEXISTING GRADE 0 I C.O.B. STD $—L 10+60 PAVINGSECTION, 400 '8" CURB &'GUTTER ' DETAIL IC, THIS SHE ' ' 400 0 z w W d 00 un 0) .0� o 00 o 00 r- (0 co Lo Q O Q N Cr a 0 0 0 0 0 CV 0 0 N 0 0 – 0 0 0 0 c- 0 w c� O0 0 It d �t �i d �t a 10+00 10+20 10+40 10+60 10+80 11+00 11+20 11+40 11+60 11+80 12+00 STATION 1 Pine 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 I _j I I i a ---------1- -----T----------1---------{ ----- I z 0 I I r 4 f-- 404 DELTA TANGENT o Cl i _ i 00 i 316'48" z w O� o $ 1 1 i 60 1 : + o : I EXISTING : 0 r- ^o N to 03 402 d---_-_-- 1 0 0 ' GRADE 1 �- .0------; ------ ; - ------ 0 ----- 69.47 402 o Q i WEST 4 00 r` 14.32 0 CO r n F)0 �d0- 0 0 0 o0 -0.24X 1 �, 1 -0.�3% I W H d0- PROPOSED: I 400 EAST 400 'ern .1 �rn �03 �'CO 0 10+00 10+20 10+40 10+60 10+80 10+95 STATI O N 2 Pine St. East Flowline Vertical Scale: 1"= 2' CITY OF BAK►ERSFIELD, CALIFORNIA �N FEET ) 1 inch = 20 ft. O Q W 0oo0—sin MGM 404 1---------- I I I I I I I I I I I I I I I I I I I I W -----a-------------------- ----- = O r DELTA TANGENT Q Cl • I I I t0 I C11 ILO 316'48" z w 402402 �N FEET ) 1 inch = 20 ft. O Q W 0oo0—sin MGM 404 1---------- I I I I I I I I I I I I I I I I I I I I W -----a-------------------- ----- = 404 RADIUS DELTA TANGENT 0 , I- I I I I Q Cl • I I I t0 I C11 ILO 316'48" 7,47 o ta 0 1 GRADE I o ---1- - ----------r --------te?------ 402402 CD 37.50 .�-----fiEXISTING W I >> I I ?? 69.47 W W ►- 03 80.686 -0.20%'1 I -0 126% W J W 69.47 PROPOSED' i i C4 400 i WEST 4 00 r` 14.32 0 CO r n F)0 �d0- 0 0 0 o0 d0- 10+00 10+20 10+40 10+60 10+80 10+95 STATION 3 Pine St. West Flowline vertical Scate: 1"= 2' PFle Nome: Tree Street PUBLIC WORKS DEPARTMENT �t��lD9-16-01 ate. 11 /7/2013 O Q w NOTE: W14-2 "NO OUTLET" SIGN TO BE INSTALLED AT ENTRANCE TO MYRTLE ST, SEE DETAIL A SHEET 7. 0.83% I LONGITUDINAL Alkaw m Fomft y ha 22 i� s� 1/ ca4 mbee AM U" A of 00b RX"A?70N i F�sr.uwr ,tounc Rua) PLAN e GENERAL NOTES: 1. Ail wont shown shall conform to the applicable sections of the specifications entified, "Standard Specifications, State of California, Department of Transport- editl at current on. awe F— 2 All concrete shall be Class "A" and shall be within 2-1/2' to 5-1/2* slump. 3. Subgrade preparation shall be const- ructed true to grade and cross section, with compaction of 90x to a depth of 0.50 feet. 4. ExlstIng sidewalk shall be sawcut and removed at the first scoring line at or beyond the planned pint. Ali exposed surfaces of the sidewalk underdrain shall match the existing curb, gutter, and sidewalk surfaces. 5. Expansion joint fllw material shall consist of preformed of a durable, resilient compound. 6. Dimensions: 1"Sa53" b- variable 8_ 90' All dimensions to be approved A by the engineer. 7. All Inlet modiftatlons shall be subject to the approval of the City Engineer. 6" 2' -Ow 3 2 1/2" for 6" Curb 2 3 x 2 3/8 x 3/8 Gale Steel Angie W/ Anchor 4 1 /2" for 8" Cutts Curb Face Inlet --+ Outlet i .t t. •• 7..•.w :• MINIMUM g" 4"x4"/ 4"x4" Welded Wire Fabric SLOPE S=rON A—A STANDARD SIDEWALK UNDERDRAIN APPROM CITY OF BAKER: r _ CALIFORNIA 'tDT m EE N- S-15 "MODIFIED" SIDEWALK UNDERDRAIN Reserved For "Record RLB RLS IDrawi� S ed By. DGW v N.T.S. LEGEND r yXX. XX; XXX.XX FG ITL G.B. GTD H.P. P•R•C A.0 A.B R MUTCD ± X.XX% a 381 — —381— — 6 0 0 0 3Oo JIM #Ts""Worawsom - EXISTING GRADE - DESIGN GRADE - FINISH 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 Vo 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•C PROPOSED .33' CLASS II AGG. BASE PROPOSED CONCRETE (SIDEWALK, CURB/GUTTER, ETC) GRIND & OVERLAY EXISTING PAVEMENT Curve Table CURVE # LENGTH RADIUS DELTA TANGENT CHORD Cl 14,521 25.00 316'48" 7,47 14.32 C2 80,686 37.50 123'16'48" 69.47 66,00 03 80.686 37.50 123'16'48" 69.47 66.00 C4 14.521 25.00 3Y16'48- 7.47 14.32 B PINE ST. CURVE TABLE N.T.S. C TYPICAL PAVING SECTION N.T.S. "RpFESS'�` �C No. C-051930 CIV1� �P a� cA,, , J STREET IMPROVEMENTS: TREE STREET CUL-DE-SACS PINE STREET IMPROVEMENT PLANS 6.1-1730 0 1 21' COMPACTED YPE 'B' HMAC it 133' CLASS II 'GREGATE BASE N a OF 7 SHEETS " IN CONCRETE ELEV: 400.41 ±35' R2,5' (TYP. 9' X 45' PARABOLIC FLARE PER C.O,B, STD T-18 W 1 W CON ELEV: 400.75 C O r"d .... .... ... .... BEGIN DETAIL 21 24TH STREET (HWY If 01 STRIPING AT PC N 264 L.F. -- ±96 ±35 iv 280 L.F. DETAIL 21 R2.5 DETAIL 21 v 1,215 S.F. DETAIL ' 5 MIN. 9 X 45 PARABOLIC - 1,170 S.F. DETAIL N 10' O.C. 24 CROSSHATCH FURNISH AND INSTALL FLARE PER C.O.B. 10' O.C. 24 CROSSHATCH TYP,) ~...w _- W -- W "R3-1 _w_NO RIGHT TURN W _ W _ - w W W MUTCD & C.O.B. STD. (TYP,) C0 NC CCN C = u� 24TH STfZEET (HWY 178J ±40 W DETAIL 21 W- I TO BE REMOVED EXISTING STREET - NAME SIGN w/ R3-1 r� EXISTING DIRECTIONAL CCN C TURN ARROW AND TURN _ - -- LANE DIVIDER LINE TO BE OBLITERATED (TYP.)----- - -- EXIST/NG_DETA1L 9 TO REMAIN EXISTING DETAIL 21 TO REMAIN EXISTIING DETAIL 9, TO REMAIN W W W � Z TYPICAL STRIPING DEMOLITION � � 1 SCALE: 1" = 30' C/TY OF B4K,ERSF/ELD, CAL/PORN/A `z -- -- < o - , 24th STREET STRIPING; PLAN SCALE: 1" = 30' FURNISH & INSTALL R3-1 "NO RIGHT TURN" MINIMUM 5' EAST OF SOUTH ALLEY PRIOR TO MYRTLE, SPRUCE, & PINE STREETS IN ACCORDANCE WITH MUTCD STANDARDS IN ADDITION TO THE PLACEMENT OF R3-1 "NO RIGHT TURN" AT THE CURB RETURN/STREET NAME SIGN. T 0,K, ---mr--------ml----'mr-------m.._------mr ��..-_.-n-_.--------r;,----- _. __---..r-----m-----'-nr----- --,T---------rn--------�m--..----�-nn-----'-'-----,n--...�--��------- -------T BEGIN DETAIL 21 ILO BEGIN DETAIL. 21 STRIPING AT PC STRIPING AT PC 79' ±35' i. 270 L.F. �- R2,5' c° DETAIL 21 tTYP 0 0 9 ENO OF CURB RETURN EXISTING STREET, NAME SIGN3 f 22ND STREET 6 FURNISH & INSTALL W14-2 "NO OUTLET" IN ACCORDANCE WITH C.O.B. STD. T-19 & M UTC D -- W14-2 "NO OUTLET" TYPICAL DETAIL SCALE: 1" = 30' NOTE: .� " W14-2 NO OUTLET SIGN TO BE PLACED AT EQUIVALENT LOCATION FOR ALL STREETS AFFECTED BY WORK TO BE DONE PER THESE PLANS. (MYRTLE, SPRUCE, & PINE STREETS) Reserved For "Record File Nome: Tree Street Drawn: RLB PUBLIC WORKS DEPARTMENTgg'�llo.:w9239-16-01 Design: RLB Drawing" S Date: 111712013 Checked By. OGW �3 (XXX.XX,! Y'_. Y ..:: 1,000 S.F. - DESIGN GRADE 5' MIN. 9' X 45' PARABOLIC iv 10' O.C. DETAIL 24 FURNISH AND INSTALLFLARE PER C,O.B. .- (TYP.) CROSSHATCH - - - - ✓R3-1 "NO RIGHT TURN" —INJ ACCORDANGE WITH W� STD ---I— W T-18 _.__.. _.. __... W W W Vd ----- - GRADE BREAK MUTCD & C.O.B. STD. (TYP,) - GRADE TO DRAIN I H.P. - HIGH POINT 30' 15' 0' 15' 30' P.R,C — POINT OF REVERSE CURVATURE A.0 — ASPHALTIC CONCRETE IZOLW A.B 0 0 9 ENO OF CURB RETURN EXISTING STREET, NAME SIGN3 f 22ND STREET 6 FURNISH & INSTALL W14-2 "NO OUTLET" IN ACCORDANCE WITH C.O.B. STD. T-19 & M UTC D -- W14-2 "NO OUTLET" TYPICAL DETAIL SCALE: 1" = 30' NOTE: .� " W14-2 NO OUTLET SIGN TO BE PLACED AT EQUIVALENT LOCATION FOR ALL STREETS AFFECTED BY WORK TO BE DONE PER THESE PLANS. (MYRTLE, SPRUCE, & PINE STREETS) Reserved For "Record File Nome: Tree Street Drawn: RLB PUBLIC WORKS DEPARTMENTgg'�llo.:w9239-16-01 Design: RLB Drawing" S Date: 111712013 Checked By. OGW �3 (XXX.XX,! - EXISTING GRADE XXX.XX - DESIGN GRADE FG - FINISH GRADE FL - FLOWLINE G.B. - GRADE BREAK GTD - GRADE TO DRAIN GRAPHIC SCALE H.P. - HIGH POINT 30' 15' 0' 15' 30' P.R,C — POINT OF REVERSE CURVATURE A.0 — ASPHALTIC CONCRETE (IN FEET) A.B — AGGREGATE BASE 1 inch = 30 R. R — RADIUS MUTCD - MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES ± X.XX% s — DIRECTION % SLOPE OF DRAINAGE 38 — FINISH GROUND CONTOUR - EXISTING CONTOUR - BENCHMARK - FIRE HYDRANT o - POWER POLE - LIGHT POLE TO BE RELOCATED -6- - SIGN (SINGLE POLE) Qs - SANITARY SEWER MANHOLE Q - STORM DRAIN MANHOLE m - TELEPHONE PEDESTAL moo - 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 F7 PROPOSED .33' CLASS 11 AGG, BASE PROPOSED CONCRETE (SIDEWALK, CURB/GUTTER, ETC) GRIND & OVERLAY EXISTING PAVEMENT ESSW 1 �ql �yc v No. C-051930 sr CI VI e� of IV�� STREET IMPROVEMENTS: TREE STREET CUL-DE-SACS No. 7 MYRTLE, SPRUCE, & PINE STREETS of STRIPING PLAN 7 SHEETS 0 1 3