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HomeMy WebLinkAbout6.1-1666 Record DrawingU.U.B. A. C PAVING NOTES: Asphalt concrete shall be Type A (modified) for all arterial and collector streets and Type B (modified) for local streets and shall conform to the provisions in Section 39, "Asphalt Concrete", of the Standard Specifications and these special provisions. Prior to the addition of asphalt border, the combined CORD DRAWING p mineral neral aggregate for Type A (modified) or Type B (modified) asphalt concrete shall conform to the requirements of Section 39-2.0`?, "Aggregate," of the Standard Specifications for 3/4" maximum, medium grading. Asphalt binder for Type A (modified) asphalt concrete shall be PG 64-10 performance graded asphalt, unless otherwise directed by the Engineer. Asphalt binder for Type B (modified) asphalt concrete shall be PG 64-10 performance graded asphalt, unless otherwise directed by the Engineer. The asphalt binder shall conform to the requirements in the table for "Steam -Refined Paving Asphalt's," in Section 92-1.02, "Grades," of the Standard Specifications. The amount of asphalt binder to be mixed with the mineral aggregate shall be determined by the Contractor in accordance with California Test Method 367 using samples of materials proposed for use in the work. The amount of asphalt binder shall be approved by the Engineer. At least 14 days prior to the start of work, the Contractor shall submit the following for the Engineer's review and approval: a. A list of aggregate and asphalt sources. b. Documentation verifying that that the aggregates to be incorporated in the work conform to the requirements of Section 39-2.02, "Aggregate," of the Standard Specifical.ions and these special provisions. Material sieve analysis and sand equivalent test results should not be older than six months. All other test results should not be older than one (1) year. An asphalt concrete mix design determined in accordance with California Test 367. Laboratory test results on which the design is based shall be submitted with the mix design along with the theoretical maximum density of the design mixture as determined by ASTM D-2041. The asphalt concrete mix shall meet the requirements of Section 39-2.02, "Aggregate," of the Standard Specifications and these special provisions. If the data submitted shows that the materials are substantially the same as when the design was prepared, the design may be up to three (3) years old. The Developer shall bear all costs associated with the asphalt concrete mix design. Where new asphalt concrete pavement is to conform to existing paved surfaces, the existing pavement shall be saw cut. A prime coat will not be required on non -paved areas to be surfaced prior to the placement of asphalt concrete; however, all other requirements of Section 39-4.01, "Sub grade," of thf+ Standard Specifications shall be met. Care shall be taken to avoid tracking binder material onto the existing pavement surface beyond the linlits of The area to which paint binder has been applied shalt be closed to public traffic. construction. Paving joints shall match stripe locations unless otherwise permitted by the Engineer. Intersections and tapered shoulders shall be surfaced as directed by the Engineer. Additional asphalt concrete shall be placed at road connections and private drives, where shown on the plans and as directed by the Engineer, and the hand raked, if necessary, and compacted to form smooth, tapered connections. Where the compacted thickness of a layer of asphalt concrete is 0.15 foot or less, paving operations shall be conducted in such a manner that, at the end of each work shift, the lengtl' of pavement along the longitudinal drop-off between adjacent lanes is not greater than that which can be surfaced during the following shift of normal paving operations. Additional asphalt concrete shall be placed along the transverse drop-offs on each lane. Such additional asphalt concrete shall be hand raked and compacted to form temporary conforms before the lanes are opened to public traffic. Kraft paper, or other approved bond breaker, may be placed under the conforms to facilitate the removal of the conforms when paving operations resume. Where the compacted thickness of a layer of asphalt concrete is more than 0.15 foot, paving operations shall be conducted in such manner that the layer of asphalt concrete is placed contiguous lanes of the traveled way before the lanes are opened to public traffic. At the end of each work shift, the distance between the ends of a layer of asphalt concrete on adjacent lanes shall not be greater than 10 feet. Additional asphalt concrete shall be place along the transverse drop-offs on each lane and along the longitudinal drop-off between adjacent lanes. Such additional asphalt concrete shall be hand raked and compacted to form temporary conforms before the lanes are open to public traffic.Kraft paper, or other approved bond breaker, may be placed under the conforms to facilitate the removal of the conforms when paving operations resume. Asphalt concrete shall be compacted to a minimum 92 percent of the maximum theoretical density as determined by ASTM D-2041. In-place density shall be determined in accordance with California TeSt 375. If the in-place density of any lot of asphalt concrete is less than 92 percent or greater than 94 percent of the maximum theoretical density, the contractor will be advised that the regl.ired relative compaction is not being attained and that the materials or procedures or both, if needed, need adjustment. Asphalt concrete spreading operations shall not continue until the Contractor has notified the City Engineer of the adjustment that will be made in order to meet the required compaction. If any successive test after notice is given does not meet the specified range, the asphalt conc-ete represented by that lot shall be removed and replaced with material that meets the in-place density requirements. If the test results for any lot of asphalt concrete indicate that the relative compaction is either less than 90% or more than 96%, the asphalt concrete represented by that lot shall be removed and replayed with material that does meet the in-place density requirement. The corrective work shall be at the Developer's expense. If the finished surface of the asphalt concrete does not meet the specified surface tolerances, it shall be brought within tolerance by either: (1) abrasive grinding with equipment utilizing diamond blades, (2)removal and replacement, or (3) placement of an asphalt concrete overlay. The method will be selected by the Engineer. The corrective work shall be at the Developer's expense. If abrasive grinding is used to bring the finished surface to specified surface tolerances, additional grinding shall be performed, as necessary, to enlarge the grinding area so that the longitudinal limits of grinding are at a constant offset from, and are parallel to, the nearest lane line or pavement edge, and the transverse limits of grinding are normal to the pavement centerline. All grouid areas shall be neat rectangular areas of uniform surface appearance. Abrasive grinding shall conform to the requirements in the first paragraph and the last four paragraphs of Section 42-2.02, "Construction," of the Standard Specifications. A fog seal coat shall be applied to all finished asphalt surfaces at the Developer's expense. The fog seal coat shall be either asphalt rejuvenating agent or aspl^altic emulsion as directed by the Engineer. NATIVE SOIL = 39 MANHOLE FRAME & COVER 0.6576 G.E. A/C STANDARD Arterial and collector street base material ahall be crushed aggregate base (CAB) conforming to section 200-2.2 of the "Greenbook". Base material for local streets shall be CAB or fine gradation Crushed Miscellaneous Base (CMB) conforming to Section 200-2.4 of the "Greenbook". S-14 STANDARD THICKNESS A/C NOTE: THE SUBJECT PROPERTY IS INCLUDED WITHIN THE BOUNDARY LINES OF THE BAKERSFIELD REDEVELOPMENT AGENCY AND THE SOUTHEAST BAKERSFIELD REDEVELOPMENT PROJECT AREA. FOR PARTICULAR'S SEE RECORDED DOCUMENTS INST. # 0199094687 O.R., & INST. # 0207133372 O.R. ATTENTION ALL UNDERGROUND UTILITIES SHOWN HEREON ARE LOCATED FROM AVAILABLE RECORD DATA AND MAY NOT BE SHOWN IN THE EXACT AS -BUILT LOCATION, NOTICE IS HEREBY GIVEN THAT THE CONTRACTOR SHALL FIELD VERIFY THE EXACT HORIZONTAL AND VERTICAL LOCATION OF EXISTING UTILITIES PRIOR TO STARTING CONSTRUCTION. NO CLAIM IS MADE THAT ALL UNDERGROUND UTILITIES ARE SHOWN HEREON OR THAT THE ONES SHOWN ARE IN THE EXACT CORRECT POSITION, THEY ARE APPROXIMATE ONLY. PAVING SECTION CALCULATIONS: T. 1. = 6.5 THICKNESS A/C = (0.0032)(TI)(100-RV) TYPE "B" STD 6" CURB & GUTTER = 0.0032(6.5)(100-78) RV CL 2 AB = 78 S-3 = 0.4576 GE CL 2 AB = 1.1 STANDARD + 0.2 -SAFETY FACTOR RV NATIVE SOIL = 39 MANHOLE FRAME & COVER 0.6576 G.E. A/C STANDARD HANDICAP RAMP GFOTI = 6.5 STANDARD STREET LIGHT S-12 IS 2.14 CATCH BASIN S-14 STANDARD THICKNESS A/C = 2:648 = 0.31' A/C USE *0.45' A/C (*C.O.B. MIN.) JUNCTION BOX T-19 STANDARD MISCELLANEOUS SIGN DETAIL THICKNESS CL 2 A.B. = (0.0032)(TI)(100-RV) = 0.0032(6.5)(100-39) = 1.269 = 1.269 + 0.2 -SAFETY FACTOR 1.469-0.658=0.811 THICKNESS CL 2 A.B. = 0:811 =0.74' CL 2 AB USE 0.75' 11 STREET SECTION = *0.45 A/C PAVEMENT OVER 0.75' CL 2 AGG. BASE OVER *1.60' NATIVE SOIL COMPACETD TO 95% * = CITY OF BAKERSFIELD MINIMUM NOTE TO OWNER AND CONTRACTOR THIS PLAN HAS BEEN PREPARED WITH THE INTENT THAT WILEY D. HUGHES SURVEYING WILL BE PERFORMING THE CONSTRUCTION STAKING FOR THE COMPLETE PROJECT. IF, HOWEVER ANOTHER ENGINEERING AND/OR SURVEYING FIRM SHOULD BE EMPLOYED TO USE THESE PLANS FOR THE PURPOSE OF CONSTRUCTION STAKING, NOTICE IS HEREBY GIVEN THAT THE ENGINEER OF RECORD, DENTON BATES, AND/OR WILEY D. HUGHES SURVEYING, WILL NOT ASSUME ANY RESPONSIBILTY FOR ERRORS OR OMISSIONS, IF ANY, WHICH MIGHT OCCUR AND WHICH COULD HAVE BEEN AVOIDED, CORRECTED OR MITIGATED IF WILEY D HUGHES SURVEYING HAD PERFORMED THE STAKING WORK. NOTE: 24 HOUR NOTICE: PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION SECTION SHALL BE GIVEN AT LEAST 24 HOURS NOTICE. THE SECTION MAY BE NOTIFIED AT (661) 326-3049 AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTINC ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY AN IMPROVEMENT AGREEMENT, APPROVED INSURANCE AND SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT -OF- WAY SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. GENERAL NOTES: CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILTY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS BEFORE START OF CONSTRJCTION. EXISTING UNDERGROUND FACILITIES HAVE BEEN SHOWN ON THIS PLAN ACCORDING; TO AVAILABLE RECORDS. THE ENGINEER IS NOT RESPONSIBLE FOR POSSIBLE ERROR'S OR OMMISSIONS AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY FACILITIES IN THE FIELD PRIOR TO CONSTRUCTION. ANY EXISTING OFF-SITE IMPROVEMENT OR UTILITY REMOVED, DAMAGED OR UNDEFCUT BY CONTRACTOR'S OPERATIONS SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE AS DIRECTED BY THE ENGINEER AND APPROVED BY THE CITY OF BAKEPSFIELD. SURFACES TO RECEIVE CONCRETE DRIVEWAY AND BITUMINOUS PAVEMENTS SHOULD BE SCARIFIED AND COMPACTED TO A MINIMUM DEPTH OF TWELVE INCHES BELOW THI: GRADING PLANE IN CUT AREAS OR TWELVE INCHES BELOW THE DESIGN FINISH SURFACE. ENGINEERED FILL FILL SHALL BE PLACED AS DESCRIBED ABOVE. COMPACTION IN PROPOSED PAVEMENT AREAS SHALL BE A MINNIMUM OF 95 PERCENT OF THE MAXIMUM DENSITY AS OBTAINED BY ASTM D-1557-78 METHOD A, AND SHOULD EXTEND A MINIMUM DISTANCE OF TWO FEE r BEYOND THE OUTSIDE EDGES OF PAVEMENTS. NO BUILDING PERMIT WILL BE ISSUED BY THE CITY OF BAKERSFIELD UNTIL SUCH TIME AS THE FINISHED GRADING HAS BEEN CERTIFIED BY THE ENGINEER AND "AS BUILT PLANS" & A FINAL SOILS REPORT HAS BEEN SUBMITTED TO THE ENGINEER. THE CONTRACTOR SHALL PROVIDE THE ENGINEER WITH "AS BUILT" PLANS & A FINAL SOILS REPORT COVERING THE SITE PREPARATION AND GRADING UPON COMPLETION OF THE WORK. THE COST THEROF SHALL BE PAID BY THE CONTRACTOR. CONCRETE WORK SHALL BE WITHIN A TOLERANCE 0.015'. CONCRETE TO BE A MIN. 2500 psi IN 28 DAYS. TITL' E SILHEET S TREE T IN1 ='R O VEMENT PLANS 1801 EAST BRUNDAGE LANE S.E. COR OF COTTO:rVWOOI> ROAD INTERSECTION VICINITY MAP: N TS ''✓s ji 4EW FILL SLOPE f �f✓y f�•,� �P� �. y' y' x NATURAL GROUND PROVIDE LEVEL BENCHES TO COMPETENT MATERIAL FOR FILL SLOPES GREATER O Q THAN 5:1 y t M 8.00' (SEE SOILS REPORT & KERN CO. MIN. GRADING STD. PLATE NO. G-4) FI -L BENCHING DETAIL N.T.S. MATERIALS LIST A/C PAVING = 4036 ('.U. FT. AGG. BASE = 6043 CIJ. FT. TYPE "B" CURB AND GUTTER = 772 L.FT. STANDARD 5.5' SIDEWikLK = 3806 SQ. FT. DRIVEWAY APPROACH ;2) 42'X10' = 840 SQ. FT. A.D.A. H/C RAMPS ® RETURNS = 3 EACH STANDARD CATCH BASIN = 1 EA. STANDARD JUNCTION BOX = 2 EA, STANDARD SEWER MANHOLE = 2 EA. STANDARD MANHOLE FRAME & LID = 5 EA, 18" R.C.P. STORM DRAIN PIPE = 25' 8" VCP SEWER PIPE = 60' TRAFI-IC SIGNALS = RELOCATE 2 EA. STREET LIGHT = 1 EA, STREETSIGNS = 7 EA, CITY OF BAKERSFIELD _STANDARDS USED SJBDIVISION & ENGINEERING DESIGN MANUAL PLATE NO. STD DETAIL NAME S-1 TYPE "B" STD 6" CURB & GUTTER S-2 STANDARD COMMERCIAL DRIVEWAY S-3 STANDARD COMBINATION TYPE SIDEWALK S-7 STANDARD MANHOLE TYPE "A" SEWER S-8 STANDARD MANHOLE FRAME & COVER S-41 STANDARD HANDICAP RAMP S-31 STANDARD STREET LIGHT S-12 STANDARD CATCH BASIN S-14 STANDARD GUTTER DEPRESSION S-19 STANDARD JUNCTION BOX T-19 STANDARD MISCELLANEOUS SIGN DETAIL T-33 STANDARD CONDUIT LOCATION T-34 STANDARD TRAFFIC SIGNAL PULL BOX 0 Q 0 t OZ 3� Z w 0F- N I- O U �q-BRUNDAGE LANE - SHEET N0. 3 F . �I II (I �r Ili I II HWY 58 ON / OFF -RAMP FOR COTTONWOOD ROAD SHEET NO. 5 S I A I E HTE VI-KEK-bb STATE MAP NO. 6 KER 58 R-55.52 / 54.97 KEY MAP SCALE 1 " = 200' SHEET INDEX 1.) TITLE SHEET / GENERAL NOTES R- 2.) EXISTING SITE / DEMOLITION PLAN 9�-3.) BRUNDAGE LANE PLAN & PROFILE 4.) COTTONWOOD ROAD PLAN & PROFILE q- 5.) HWY 58 WESTBOUND ON RAMP CROSS SECTIONS 6.) CALTRANS CURB RAMP DETAILS RSP A88A 7.) CALTRANS RETAINING WALL TYPE 6 SP B3-11 8.) CALTRANS RETAINING WALL DETAILS # 1 SP B3-8 9.) CALTRANS RETAINING WALL DETAILS # 2 SP B3-9 10.) CITY OF BAKERSFIELD TRAFFIC SIGNAL RELOCATION PLAN till 11.) TRAFFIC MARKINGS, STRIPING AND SIGNAGE PLAN r(= 613017 BENCI�MARK USED: LLJ THE BENCHMARK USED FOR THIS PROJECT IS CHISELED "0" ON 1/2 DELTA T.C. .I AT SE: CURB RETURN AT INT. OF MARTIN LUTHER KING BLVD. & VIRGINIA AVE. �- ELEVA, TION = 394.60 / U.S.G.S. _q� BENCfiMARK SET. THE E!E_NCHMARK SET FOR THIS PROJECT IS THE SOUTH END OF THE CATCH BASIN ON THE EAST SIDE OF COTTONWOOD ROAD NORTH OF HWY 58 OVERCROSSING ELEVATION = 385.15 / U.S.G.S. STATE OF CALIFORNIA DEPi\RTMENT OF TRANSPORTATION STANDARDS USED PLATE NO. STD DETAIL NAME A88A CURB RAMP DETAILS B3-8 RETAINING WALL CF -TAILS NO. 1 B3-9 RETAINING WALL C ETAILS NO. 2 133-11 6' MAX RETAINING 'NALL TYPE 6 PRIVATE ENGINEER'S NOTICE TO (CONTRACTORS THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF )JR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN Ori THIS MAP. THE CONTRACTOR IS REQUIRED TO TAKE DUE: PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THIS DRAWING. UNDERGROUND SERVICE ALERT SHALL BE C04TACTED TWO WORKING DAYS PRIOR TO CONSTRUCTION 1-800-227-2600 REVIEWED BY: CITY TRAFFIC ENGINWR -�� i4 �.. ASSISTANT PUBLIC WORKS DIRECTOR APPROVED BY: DISCLAIMER NOTE Avoidcutting underground utility Ilnes. It's costly. UTILITY LOCATICNS SHOWN HEREON ARE T Call OFESS/ APPROXIMATE ONLY. IT SHALL BE THE PR OiV CONTRACTOR'S RESPONSIBILITY TO II before you '�� DETERMINE THE EXACT HORIZONTAL ANDD'� I �� ��p,M D eq� VERTICAL LOCA -:10N OF ALL EXISTING _ \„ EXP. UNDERGROUND UTILITIES PRIOR TO 3 9-30-2015 N m COMMENCING CONSTRUCTION. NO w m REPRESENTATION IS MADE THAT ALL j-$00-227-2600 x No. 21871 EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER i%SSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES UNDERGROUND SERVICE CIVIL NOT SHOWN IN THEIR PROPER LOCATION. ALERT (USA) ATF OF CALF RAUL M. ROJAS, R.C.E. 39880, EXP. 12-31-43 PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD iS DATE -k( \1 ) k�. DATE l/3/O DTE NGINEER'S STATEMENT THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS AND DESIGN CRITERIA, AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. ANY ERRORS, OMISSIONS OR OTHER VIOLATIONS OF THOSE ORDINANCES, STANDARDS OR DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION SHALL BE CORRECTED AND SU -_H CORRECTION REFLECTED ON CORRECTED PLANS SUBMITTED TO THE CITY ENGINEER. WILLIAM DENTON BATES R.C.E. 21871 EXP, 9-30-2013 DATE W1LEY D. HUGHES, L 7 DATE ° PROPERTY'LINES AND TOPOGRAPHY LICENSE EXPIRES 6/30/1 d- 3 Ui W 0 w D _J < 0 CI W w z �• r x � U Ci LI 31.W FS 0 �> 0, LL�r 11 IM �:0WLL. 0Z F Q. ld �) 0 w -• p W� :._c�� W J P", W C� _: C �! Q U CO f W Q • W LI 0 Wa:p� j� Y C) Z Q: =)Imo., U m F_ W1 GO _: W i,:> (/IW Q i ~C)0C EL Z' CF- C+ :Z r� W OZ W LJ 0 ' M a_ 0 I:�: Q F_ W - = U7 W 0, Z L6 - r/ � L �ry ►-� t t (D �•�I 7�rT E•r �-�•i A d .. ►•4 i 4;" N i:a . M �I �I • / �z W 3 Ui W 0 w D _J < 0 CI W 0 � U Ci LI 31.W FS 0 a Z: Z acl 0, LL�r 11 IM �:0WLL. 0Z F Q. ld �) 0 w -• p W� :._c�� W J P", W C� _: C �! Q U CO f W Q • W LI 0 Wa:p� j� Y C) Z Q: =)Imo., U m F_ W1 GO _: W i,:> (/IW Q i ~C)0C EL Z' CF- C+ :Z W OZ W LJ 0 ' M a_ 0 I:�: Q F_ W - = U7 W 0, Z L6 - W Q 0 O z SHEET OF 1 11 JOB NI:,.. 072219 DWG new : 721 3design ��� 1 -AND Sig .6; r, F EXP. FN Ei-30-201 4 No. .5779 1--�------------------------------------------- QM------------------------------------------------------- ------ M------------------------------------------------------------------------------------------------ ■ SD SD S SD -- SD --- SD - SL a 10400 _,�___� 387.04- 30" STORM DRAIN LINE cov - =SWR 13+89.99 _ 22" SEWER LINE �� 11+00 12.00 13+00 _ _ _ _ _ _ _ _ _ -------_ _ S89'S1'S2"E - 14+00 2648.22' _ - _ _ _ _ -1 - 15+31_26 FD. CONC. MONT. IN L.H. +- - + - -� - _ - - - - ---� 20'� W/CHISLED "X", N.E. will S89'S1'S2"� 389:'---- - - _- 223f3. �3 FD. CONC. MICrN. IN L.H. 42" SEWER LINE 1 , I RECORD TAG ILLEGIBLE ACCEPTED COR. SEC. 5 30/28 \ '\ _ _ - - - - - � -- ' VR- - , y, -- '�JK _..._- SYR- �Wt t,..�-SWR --- >.: -. �_ S ..._._ SVR-_=- -;R -'JF -- SVR Si...-`- Vi SWR-- SWR-- � SWR-' SVR- SVR' SVR- i I�\\\ r_`� + - _ _ - .- -- - FOR N. Y4 COR SEC 4, 2 I °o�\ ' BRUNDAGE LANE o I I AT THE INTERSECTION OF SEWER M/H RIM 398.42 \\. 1,;� I REMOVE MEDIAN NOSE FOR NEW NORTH LINE OF SECTION 4 30 /28 _ _-________ _________________-\\ I I I DRAWIN WASHINGTON STREET & " { _ INV. 18 SOUTH 375.86 I cn - CROSSWALK SEE DETAIL SHT 3 - _-_� _ -_�, BRUNDAGE LANE INV 18" NORTH 375.92 --------------- ---------------------- TOP OF PIPE 24"± TO - o NORTHWEST 379.191 m �Kl SAWCUT LINE /10- A/C _\ WATERLINE ' �MEDIANGCURB O��In o 0 I I I v Z co O N z <O EXIST. STORM DRAIN LINE PER THE M N I ao I I U w< U CITY OF BAKERSFIELD RECORDS N N w rn m 0 o I I rn " ��L 20" A/C WATERLINE 15'1 -----� ----- -- --°87.50-- � ' /RELOCATE EXIST. FIBER NORTH OF PROPERTY LINE M NPTIC BOX AS DIREC V1 Wz 10-� N �Illl Vl I�111 �11 rt► �1� N iI O � M � TED EDGE OF EXIST. I I I O + Z x ` en 40 REMOVE EXIST CURB - + In O RETURN CONST. NEW NEW SOUTH A/C PAVEMENT , I I LO r U w , 6 RETURN A H FLOWLINE "�/ --_ 60 RADIUS _ __ rr.��C S SHOWN - - �® FLOVIILINE 60' RADIUS END EXISTINT h� J .. ,----- , . -- , .. , . ---- ---- , , , . - , , , , ,�.��� T .. , . , . , .: I I '- -n {. •SAWCUT' ®FLOWLIN, CURB d: GUTTER x A EXIST. EDGE OF LIN , ,,. _ •R ___ i/C PAVEMENT LINE4%,A,. -------- --------------------- WATERLINE - - �\ \ ---- - - R.O.W. LINE ' " '-`- I I I S 4TE R.O.W. ,, _-- - t� W N89'51 52 W 198.33 •. ---- -------------------------- ►- xi •� N / BEGINNING OF i w a I� �= ccr�.0 I m CSU J2 MOZz _ z ¢z 11MM •i I Wa wLLj � zp o:ZLo� ~� I LL_ 0 W. I I I Cwt �; I OW d: I I ;I I I I I � I I I . ° I , I I _ 71.00' 5' 1 23' 61.00' 32' I I I ry I I I I: I I I 0 I 0 I I I ; I 0 I I I I z r--rri I uI I I II I 0 N I II I I ZW� I II I p H U vi NF_H ON I II I z V Q I NmN WW I nl �+i1 0 I 0 x w Jai 11 I I I I IY 3 W SOI N 0_ O. I a I II I Z p v ~ }' I I I II I Q x J U I �WU LJ ; o��m 0�w =o; I u l cnm I op ��I, I, I II I U Q W O=QU JU I I II I Z�YZ I �_j I I u l w Q 0 w I I n Nxmi n -D ATTENTIONALL UNDERGROUND UTILITIES SHOWN HERECII ARE LOCATED ' ` �.n FROM AVAILABLE RECORD DATA AND MAY NOT BE SHOWN v ��' NOTICE IS HEREBY GNEN R C 0 R D DRAWING IN THE EXACT AS -BUILT LOCATION, `� A C WATERLINE '� ��� �� 12 CL WATERLINE __ _- _ _ _ THAT THE CONTRACTOR SHALL FIELD VERIFY THE EXACT HORIZONTAL ---------------------- --------------------_----------_-_--_------_ '�-------------------____-- AND VERTICAL LOCATION OF EXISTING UTILITIES PRIOR TO STARTING ~ --- ---- CONSTRUCTION. NO CLAIM IS MADE THAT All. UNDERGROUND UTILITIES ------- -'- `----------------------------------- ARE SHOWN HEREON OR THAT THE ONES SHOWN ARE IN THE - --------------------------------------------- Q o - Sf .tC'�-- >j• st SD 1- - -- - SD o 110400EXACT CORRECT POSITION, THEY ARE APPROKIMATE ONLY. �-387.00 J 13+89.99 fFt'� == N2� -__- 30" STORM DRAIN LINE N SVR- - 04 22" SEWER LINE 11+00 12+00 13+00 _ S89.51'52"E 14+00 2648.22' 15+00 15+31.29 o FD.------ - + - - - - -� -------- - - - I -S - ,� - --,-�--- - - - -+ - - - -- - - - - - - - - --- - - -- - - N w/cHISLEo 'x', N.E. �S89 51 52 E 389.99 -e - - --�- - -- --3 _ - - 20. 0' 22;58.3' - - - - �-- - + - w ' 42" SEWER LINE FD. CONC. MON. IN L.H. F-4 � COR. SEC. 530/28 , Go -�` , , TAG ILLEGIBLE ACCEPTED M 4-. i1Ju -_ SWR ---SWR- VR-_ O "R -I. z-- -..cyo -.._- o __. r• a. - --- � ___. -- � qT CD S >�4 - - ya �.,� �,.R- SWR._ SWR - SWR -so----- SWR 1 FOR N. Y4 COR SEC 4, 2 M M �'�� B R U N D A G E LANE- o AT THE INTERSECTION OF�B00 SEWER M/H RIM 398.42 •` OVE MEDIAN NOSE FOR NEW N _-____^ , i WASHINGTON STREET & Q �o w (NORTH LINE OF SECTION 4 30/28) ____________________-________________--- BRUNDAGE L.,�NE W U � I cA cy V) CROSSWALK SEE DETAIL SHT 3 = ___-- - ---- __= INV. 18 SOUTH 375.86 _ _ __ - INV 18" NORTH 375.92 TOP OF PIPE 24"i't TO / f� � �\-------------------------------------- � _ ---_-------- -=. __ ___ :`�"-�"'-- J - NORTHWEST 379.19f - - - ---: - --= = - - -:�:__. ----------------------------------------------------------------------------------- -- - ----- ______________________________------__------------- _ - ------------- - - - = = + - ------ --- f` _ �..-1=XFS1}NG _----------- Al --------.. .rte =o v I p U z_ � ►�+ MEDIAN CURB -----387 �n N m J z O p4 of EXIST. STORM DRAIN LINE PER 1 THE ' 0 N w l i U w Q U W CITY OF BAKERSFIELD RECORDS N il 1 N °�' m - ? w O x Ex"+ p`L 20" A/C WATERLINE 15't CONSTRUCT NEW 42' WIDE - - co L SAWCU I LINE JRELOCATE EX{ST. FIBER NORTH OF PROPERTY LIN00 E COMMERCIAL D W PER C.O.B. (+v n = , , ' 10" A/C PT1C BOX AS DIRECTED - EDGE OF EXIST. / o + x �C PAVEMENT CUT --,,,,WATERLINE - -STD. DTL. S-2 - _- + m �o REMOVE EXIST CURB A/C PAVEMENT > U w d0 =- RETURN CONST. NEW NEW SOUTH _.-_3H7•� 5�4WCUT I- _j 60' R/\DIUS -- I m eq = RETURN AS SHOWN - - - - - - - - - - FLOWLINE _ LINE w WLIN �)CrNT RADIUS - - N --- - -------------- ---------------------- --------------------------- - -- --- ----- ------ - �n ` ' 60' R ENC) EXISTING ---------------y --------- - - =.~P_~~- ---- ®FLO E oLF =---- == =-- - - - -' - _ - -®- FLOWLIN- - - CURB & GUTTER --- ------------- - _ _ _ EXIST. GE OF / SAWOU-------- ------------------- I 6" CL � _ yr- 0.2029% --� _ - . PAVEMENT LONE-- _ ___----------------- - _ _ ! o _ `. WATERLINE - _ , R.O.W. LINE N89'51'52"W � - -..r �.X i f l �S'(ATE R.O.W. _ 198.33 - BEGINNING OF w ----------------------------- =RELOCATE EXIST. ELEC a 181.95 _ EXIST A/C Cly _ = I O O - -`- - - - - - - - - - - ~ = ANEL dt BOXES PER _ - = INSTALL EW H/C = a N� L=94.25 \ \ RUNNING SO C ''"� `� / L'7 •O�` , RAMP PER CALTRANS INSTALL NEW CONC. 4 S / XI REM SPILLWAY -:SHEET 11 _: J CURB GUTTER & \ 92 + _ �'4Q `�3 , / TO REMAIN V1 .oSTD. DTL. RSP A88A 4 ? _ R=60.00 / w � 00 __ - � -___ 4j ,�,� M J S z��^ Tan=60.00 " - TO BE REMOVE , � _r^�- _ (o c w >> 6=90 00 00 ` I ? _ / /� x iK v SIDEWALK PER C.0.6. S f - k, Tan 460.00 W Q r rr� - - ' - oo U n cD STD. DTLS. S-1 & S-3 0 3 :t0) 0� �0 i G -_ I� o w w °' ao 0 ,;� or` Lo ��. �� -_ o� m i la0 G -. . / �LICrH-C �01.F. ��� --tea O o r` a /¢ F F _ 6=90'00 00 C A (, oma; -w o_ N' ao o J a a - J + J R / C O U? u� + CO = _ + u- � O N O ^ O J Q + N li - N CV - N M Z `� M .. �• D" ,AI M� a aj r`�O +w - N r. �, ENf) OF �-'- N 6 Nx►`- i II ` 00 J O �n N o � c�, r . rn v �° I FC p II o I + z crab > Slow�LK i w J I- 0+ LL. ,n 3 LO N Q cD co co a 06 (o a w -- a o Q � i O STA: 5+01.73 BCR/61.00 L ,+� Z Q co co wcoao ,? m w 1- J M c''�. ` -= zl- 00 ,n c l C9 a�D = - ' ♦ • • O F- 00 00 Ul m M n U) M M U) W s . , w Ul r7 O l O z F- - ELEV: 385.86 FL a �- cn ro M - -' � °r° �' = II F- o c ci a= z _ (n �n o - i �_= OCOo v� 0 6' CHAIN LINK FENCE - r'6;'� c,' �' ��.-_ W '- M / 1- 3 3 q a a - ' „ ' \ W' ,\` [ i LTJ >< 3' W Z x II o "� N z i I : _ STA: 4+94.62 / 61.00 L cn M II U ( IN FEET) - vi 3 �[ F- O wm o0 �� HOZ- :� �l : ELEV: 385.68 DEP FL/ CL C.B. a GRAPHIC SCALE ��- cr 00 o0 �� ��,,��•,, t� Z w W_ = Q l � II I z z m- i o .i - cS` 1 0 1- CV ` W (p vS1 _�/ o =- 3 ADDITIONAL DECICATION OF 45 RAD. / OI I OI �? z n -' `� 4+91.67 GB 61.00 L +020 0 10 20 40 - �' _ N + -j ~ W < = N w z Z: andI ELEV: 385.75 FL GB M °r O i `- m c~n w a �` , �� 1 .. ocs3 II F a - I PROP. ANGLE POINTS (TYP 4 LOC.) \ _ 00 a w r` / • 0 R x _o ar_ iM 0 THE STATE OF CALIFORNIA D.O.T. i 00 � Ld U o:v wm l OO - : (_:) s II I o w- I r - PER DOC. # 0211124364 O.R. ;j - __ _ R 5.00 o O N 00 n1 II it ADDITIONAL RIGHT-OF-WAY HORIZONTAIz 1 inch - 20 ft NON A STRIP �/ I I I I i 1 \ ~ lw- i L= 0.82 H C� "R _* Ilk f w - i VERTICZ 1 inch = 2 ft 0 ACCESS ` - iTan 10.60 l�� z Z I �� I �- --� Q U) O I,J l R II r -� 0 a- _ DEDICATION PER DOC.#0212162809 O.R. �l\\ �t PROVIDE TAPER FOR 1 .0 l o i DENYING INGRESS OR , , , L IJ O W o a Lin- , _ , 6'30 43 �� TRANSITI N OF /C , I 000 - I-� l y, - EGRESS FROM HWY 58 MULTIPLE TREES ' �+ PAVEMEN TO EXIST I , I CL � Q Q ,�: ; L�j �:5 w II RECONS _ PER DOCUMENT REC. ' � e, ; , �, ` 00 1II I i AIC AS DIS _ , I AS INST. N0. :6508 A/C CUR i i J 4 I 0 � _ �. ! �, y - - = BK 4410, PG 2 05 O.R. -���i ���� ' (6 i i I ' , II ', r , I Z (J Go .- COTTONWOOD ROAD END bF CONSTRUCTION NEW CROSSWALK SEE SEE SHEET N0. 4 BBUNDA GE' LANE STATE ROUTE VI - K E R - 58 STRIPING PLAN SHEET 11 PLAN & PROFILE STATE MAP NO. 6 KER 58 R-55.52 / 54.97 PATCH PER HWY 58 OFF RAMP / ON RAMP C.O.B. STD. REMOVE EXISTING MEDIAN FOR COTTONWOOD ROAD NOSE FOR NEW CROSSWALK ALIGNMENT CONSTRUCT NEW PCC MEDIAN NOSE TANGENT TO THE ch( N �� ,L;0' NEW CROSSWALK °i' ri 9* 275 VC NN nrri , - 94..25 VC XIST SIGNAL BOX TO REMAIN + +00 00 + PV STA = 14+54.-8'T. -7%4 n 0° rn F'VI STA = 13+4,8�. (c-1 0)(O 00 00 N PVI ELEV = 386.E .76 r7ao ao� PVI ELEV = 387.29 3`c31o.33 XIST MEDIAN ISLAND "� r- -_ W-_ _ T. _1.2T99 A.D.= 0.8937 .... .... .... > f_� 388 _. -- --- - --- - - - -- - - w cn 14- 77:2!618 vv v0 O w N I z a jEXISTING GROUND PROFlL� EXISTING GROUND PROFILE U U SAME ` POtt% - - K = 105.4606 m V) / JU CENTERLINE 46.55 -- __ - - � z w oN lz0 �Z ON CURVE _-- __ -60' SOUTH _OF CENTERLINE 70' SOUTH OF CENTERLINE °r ww mm 1.94% -- _ -0. � z Oo z 387 F_ <I- 0.2029% SAME 0.2029% g - 0.20% - - - - -- o 0 C5 - F- o z Iw Z� __� EXI NG ELEVATION +U _ 'n cp Q 386 �� POINT _- _--- _ o + + w mo �PROPOSED NEW FAWCUT GR D S DIRE TED can o Z �O to p m � N p SOUTH LOWLINE & VERT. CURVE = p ,� J z I- c� T. CUIRVE a (n 3 .3 U- ! o O co ' O o ALONG CURB RETURN ak �: U U �o N A CURB RETURN ►-x 385E-�oz 3 (6 3 - U z�U z�U �NOC zQ U - V)W V)z UR'O cD K) U z M WJO J J U J J Jw mm ♦ W LJ = � Z )w � Zmm w � ©a'm 0 00 m� O w LL_ L� LL_ LL_ LL_ F- LL_ -� > d O J O J t J C• 0 0 � > > 0 (DCC) o o 0 � ? rn �` A d� LL o !. LL- 00 L- +' G (^ o��` o, EAST MEDIAN NOSE DETAIL oF • C ' M N pU� O 0J N N� �(D N aZ o� W o0(�> � � Q -- BRUNDAGE LANE 384 to OU M - vi o`°o o '' vi $ ,^.� 7 n r J N a rn a n + _ > cn q, ,� -00 z W In l(j �,� w W ao cO N N �q (� ^ '�.' o (6 tV (p co (6 m 3: rn + u. r, ►e) - N N � W - r- N W J <{ r > - Q. '► 0o W Q p�r Q Q +00r` CO +00 +00 +00 +c0 +co�W +00 .-Lu Q �otz-I 0px a 2 d 383 Fa-�(+C w J p J w r7 _M U� w= J� J�rh J�� zG� f�'�l�" M= r-- CC v LEGEND: J �� *� �� �� N� �M o �M MO � 1 w * o Z +°° Z +0o Wcr� J Q < r _ ELEV = ELEVATION IN O _ W > + w o > + > > > > > o > v ac > cn U J 3 > W > ��' v v > uIn UU -.o aW o Qw - aw > aw Qw Qw Qwo aw �._. f-- 'AJ_ Q OQw (nev0 - Za`wF`� 45' 0 �± V) LLJ � ,� v~i w � 11 _5612 10+50 11+00 F- U) STA = STATION _I F- W V) J F- V) J z Z F- J W W Q U) W CONC = CONCRETE 382 a O W t�. W JF -J uu u- V) W C[ JF -J LZ MON = MONUMENT 10+00 u d W 2 U CL = CENTERLINE Q- - � -- 11+50 12+00 12+50 13+00 LH = LAMPHOLE 1 Q• �� - - v u 14+5C PP = POWER / TELEPHONE POLE DG = GUY WIRE FOR PP m DI = DROP INLET ELECT = ELECTRIC VLT = VAULT EXIST. PNL = PANEL f) FN = FENCE } FND = FOUND SWR = SEWER 42 ' MH = MANHOLE 1 WTR = WATER �F VLV = VALVE ELECTRICAL, GAS 1 %o LINES ARE TO BE (n 00 ,,...•�r�r r,.T, ... FL = FLOWLINE IF� POC = POINT ON CURVE EC = END OF CURVE BC = BEGINING OF CURVE TC = TOP OF CURB AC = ASPHALTIC CONCRETE EP = EDGE OF PAVEMENT UG = UNDER GROUND TOP/TOE = TOP OR BOTTOM OF SLOPE HI VOLT = HIGH VOLTAGE = EXIST. TRAFFIC SIGNAL = SIGN POST - EXISTING STREET LIGHT -� = PROPOSED STREET LIGHT (9500 LUMEN) 041 = STREET LIGHT# FROM C.O.B. = STORM DRAIN MANHOLE SQ = SANITARY SEWER MANHOLE D4 = WATER VALVE - -------- -= SAWCUT LINE = PROPERTY LINE = NON ACCESS STRIP = FD. MONUMENT AS DESCRIBED = FIRE HYDRANT == = EDGE OF PROPOSED PAVEMENT 45' 0 �± V) LLJ � ,� v~i w � 11 _5612 10+50 11+00 F- U) J W W F- J U) J F- W U) _I F- W V) J F- V) J z Z F- J W W Q U) W �_ J d L(J V- 4JF-J LIQ (n W O C� a O W t�. W JF -J uu u- V) W C[ JF -J LZ W W 2 j� ♦ M t u d W 2 U F J O0 U) W � M 7 p Q- - � -- 11+50 12+00 12+50 13+00 �- - 13+50 - - - -- - - - 14+00 1 Q• �� - - v u 14+5C BBUNDA GE CA PER C.O.B. STD. DTL S-31 m r 2Q � n STD. 6" CURB & GUTTER I Q N fV V EXIST. W Q f) } J - d 42 ' 1 ATTENTION AL_ CONTRACTORS: �F UNDERGROUND TELEPHONE, CABLE AND TRAFFIC SIGNAL �-.r-.r'. �r.,,T r„ „� ELECTRICAL, GAS 1 %o LINES ARE TO BE (n 00 ,,...•�r�r r,.T, ... \ 10f o,'S i O IF� 'k/ ._ 1.6 _ MIN. C( ,,,,,.r�� 0 70' -1 _ 10' Iw � - 0 EXIST. MEDIAN W CURB / ISLAND Z_W J Q n 2%uj t ZIP ry V,? �O ESS / ONgC D 67 \�' EXP. w 3 9-30-2015 N No. 21871 (/rf/ • I CIVI\- e 3'f EXIST. A/C PAVEMENT TO BE REMOVED AND REPLACED PER DIRECTIO OF CITY INSPECTOR EXIST. EDGE OF PAVEMENT R_ YF'.µ tZ`? SCE NOTE: W Z I I EXIST. UNDERGROUND UTILITIES ARE PLOTTED FROM AVAILABLE 0.45' TYPE "A" ASPHALT CONt;RETE RECORDS, ENGINEER MAKES NO CLAIM THAT ALL UTILITIES ARE 0.75' CL II A.B. SHOWN, OR THAT THE ONES SHOWN ARE IN THE EXACT LOCATION PER FT- AS PLOTTED, CONTRACTOR MUST FIELD VERIFY EXACT HORIZONTAL 1 .6' MIN. COMPACT ED SUBGRADE AND VERTICAL POSITIONS PRIOR TO START OF CONST. TO 95% RELATIVE COMPACTION BBUNDA GE L ANE STREET SEC TION NOT TO SCALE \ W Z I I L1/4" PER FT- - INSTALL 5.5' SIDEWALK E PER C.O.B. STD. DTL S-31 -INSTALL TYPE B C.O.B. STD. 6" CURB & GUTTER I PER C.O.B. STD. DTL S-1 EXIST. 20 AC WATER MAIN 15' O 386. 6 EXlS lNG T OP l z Mq TCS M pq NGT 38510 0- - A � - EXIST. 54" R.C.P.I STORM DRAIN -i 3 8 ---. PyISTA 35*.2"a SC 0. N v � �Li U M Coo 6- r'0 -rkN t �t CO > p - _j w -Ufn W = 15+00 P 1AOq W W F._ :2. ';-r Q LL I itI-- -1c Q 0 Q (:] cvS : C LL_ r• L) Q EXISTING FLOWLINE GRADE Q � 0 24%- _ Z Ct] i�� F- ._ ---- ---- 387Lit. li IST1W SPILLWAY LLJ ZD (5 �� 386 Q F- (.) LSI Li.! C 0(.) a :C v r -- 385 l� d; l -- W J ZO LOA LJ z 384 N .. .. +Mw W3 A� I U ..>0 -� 383 m ~�Q+ X V) W m ,n W J �I 5+50 382 I CL. III R.C.P. STORM DRAIN W1 RUBBER - 4_1Gtpo GASKETED ,101 -NTS - - - - - -� C STORM_ DRAIN INLET SECTION SCALE. 1'0 = 4' COX STA: = 4194.62 375 - NOR - ALL STATIONING SHOWN HEREON IS CENTERLINE STATIONING BLESS NOTED OTHERWISE �y L - All DISTANCES SHOWN HEREON ARE IN FEET AND DECIMALS THEREOF iz) w Z lu O_ v7 V > s 3 LAj �= Q 0 w F- 0 z Ln SHEET• OF 3 11 JOB NO. 072''19 ..� DWG new0j'219design LAND N' D. t o 3 EXP. 6-30-2014 No. 779 •� 0 CAI- �.r ----------------------------------------------- _ ------------------------------ _ RECORD ____ I _______ _________________ ______________________________________________ d O p ---------________________________________1 ------------------------------ _ ------------------------------ ------ ------------- __ O - - `----- F= \ \\ DRAWING -�-------------------------- ---- ^- H= Ncy)^O XFOUND CONC. MONT.-------------- 1 IN IN L.H. FOR THE W. J� /� / ,� ,., STA 2+98.51 CONST MH 1 , 1 C O z (� 11 M p o a 1/4 COR SEC. 4 u-) -H EXISTING MEDIAN ISLAND ���//J 375.20 INV IN (NORTH) ""0 REMAIN PER THE CITY �(n Z rL 0 U w U J �°° 375.87 INV IN (EAST) OF BAKERSFIELD TRAFFIC ___________387 00-- -~387,00_° w . L_ 3: 0 N w - _� Y `_._ W .. _. r 6' CL WATERLINE�� 375.00 INV OUT (SOUTH) DIVISION PUBLIC WORKS_ - REMOVE EXISTING ° _ W r O� U I CATCH BASIN ° U ._ 1 --- SWR-- SYR- SVR-- SYR- SMR- SwR � - _. - -- ..y-= Y - w ..�... � .v, V � * � _ - � M - r j N > % � Z 0 3 O y 3 2++00 _ _ 2669.85' S01.14'00" - e- ---_- WR--_ - V,, Zz �I e U _ W < » - - - -- SVR--- SYR---_--S.LiL--SyiR--- SVR- j' - �Y' f._ a SEWER LINE - - N - - -- - - _ _ _ +v,------�� - SVR- „R-- ,,R$ , ® /I /1�/�.��j/�..(/� //��EJV /� �� !---_---- ---- ---- - -- - - - - 0 D _ :. _ :..... - ....... ::::::...:. ::. ::: W - ;Y> 6 �� SYR- N �/•i� tir �O �f� fi/ • Y YlF!!�f/' V v� a \t_ - t - - � .rte - � - - - _ -N-_ ..................... .......... a _ a g .. .... ...'........'.'.:.... ......... c rs .-.-.. " .. 1�.'.. V T�• '.� .....:.. .....:..........- SP�ClAL PRO V15141 - I 1 N........................................................'....'.'.'.'.'.'.'...'.'.':. ' ...... ... ......'.'.'.'.'....... . EXISTING ui .:.'.:'.'.'::.'.'.'.'�, w / 1 O NS 6 6.O1 I MEDIAN CURB SEtiC. 8 r t w 60' STORM CONST STORM DRAIN MH •� ' ' ' ' ' ' ' ' N , ► cp3 Q z AOF' W1e144r1-1 lvD4F�s Q DRAIN LINE JUNCTION STRUCTUR / � COTTONWOOD RD. w o� a Lf%'I�E • _ �_• EXIST E " RECONSTRUCT XISTINGN /� 10 A/C WATERLINE o a L 4A4,�'�C�� �L&CTRIC L l��r!!�V _ 385.50- STA:1+78.70 EXIST.- INSTALL NEW SHOWN ON GRADING 3 A/C PAVING ASi DIRECTED INSTALL STORM i I H- & UNDERGROUND UTILITY - i res / 11r0 AAIN 56 t y STORM DRAIN BO °nom . • STREET LIGHT "� _ - PLANS PREPARED BY � ,--�R�.50------ DRAIN M H � ni a J 3 ° 6 ,Pf��5' j11 RIM = 385.18 rn PER CITY STD o RELOCATE: EXIST SIGNS / -. % INV. BOX 377.11 W&W TECHNOLOGIES II AS DIRECTED BY THE RIM = 386.57 .� ��� L�O T�'e� �C! T�'i�Rl! ,EC 7 S�R��S 54" INV 377.86 N, 9500 LUMEN - REMOVE EXIS R N CONSTRUCT MH2 i CITY ENGINEER-, INV. BOX 376.82 -_ -� I 60" INV 377.81 W, _ 54" STORM DRAIN LINE A C CURB & UD 376.21 INV IN EAS --- �+ S ?L p y EXIST TELEPHONE POLE TO -y o� 54 LINE SOUTH �!\ '�� ,r'1� X.SPR .S�'R��'j' �Q D 4% I I 18" INV. 381.31E O� ... SIDEWALK ( O - 378.50 INVERT �/ 0 4.33 1.37 0 ' rr �- 72" INV. 377.11 S.E. ......... ......5. Sr'.-.. ................'''::....::::::::.': 376.15.INV.OUT (WEIST)... .. BE RELOCATED BY OTHERS . o EDGE OF \\ 4► 3 ED'S Opt/ APP O T' ...................... _ OTS R l/EO L!S .... ---- m W �' �� . . SET - --- --- ---- ------ - ---- z W o 4 .. - - .... -� -- r f ELEV - s® se Asa =------------- --- ---------------- ------------- -- ------ .. v p ww w0 A VEIv[EIVT' m _ _ 6 t _ - I = CONSTR. PIPE �4DDLES �' = r. w A�'P�Po v�-o By clr��,UGI�E�� - 5 0- P,,a-_ ",: PER C.O.B. STD D-9 _"'�` v~i Z cn �_ I \°-- ` xocn ►_o w I I JK P.R --- PVR » Pjgt' PVR P4 F fit- W U Q Ln N Z _j - -- - }I •, ,R ( e, I II I _y ' I - -===- I :� �`�`\`�`` i • _ -0.5119; S01 *14'00"W 311.15' -- s _ _ � • '. j z z w Q � � . • F- SO ' » ■ - O WX zNT� I II I a 55g 49 W F-0 Q� qI I � I u I • Z p I II I DISCLAIMER NOTE �, u��d = - J O J - utility Ikea It's costly. I I ���-- - I \' \ �\\ w p U 120 42 -I -0 2 ; www *t m w w '. I� I STA 10+59.08 W I n I i \\\\, L;7 J m0 J O m , OQ I J C I II I 1 i \1\ \\\•\`\\, \'` N -W w WO H (D M\ Fj� N) E) J ' '� O �O �� II W IW w I W i I II I Call I II I UTILITY LOCATIONS SHOWN HEREON ARE T Ca�� ' _- I \ \\ 0 LO M J N01'14 00 E M z I u APPROXIMATE ONLY. IT SHALL BE THE I �, _ \ \ ` ,\ \ - r` m J� COm cD o of J .. O i z J WI -, �/ \ \\ \ Oz m U w r` o , F-0 N Z 3 I u I CONTRACTORS RESPONSIBILITY TO before you (� :_�, �'� \� I \ ,\\ . , r✓ LL z z +� � � � � - � 171.35 0 _ N u W I u I DETERMINE THE EXACT HORIZONTAL AND _ �,'' I \\ \` NJ N Z) o� m m J w 3 3 v ao J �\ 00 EXPANDED INTERSECTION J m J r p N I Q w I N ? III I VERTICAL LOCATION OF ALL EXISTING '� D I ; \ I i i , I I I 0 cn = ^ LO \ N w (D o m (o PER DOC#02121 LOCATION `� X _ 7 0 II o I i\ \` a cD + M o v_ o PROPERTY LIN / III I } I i 1 I Z L►J N (noo N O M J j O (p O lS• LL 3 s 162809 O.R. 1 N U N w N z III I +t I a QO O M �d O J i7 _ UNDERGROUND UTILITIES PRIOR TO - F d Naz x� > Lo a N ao F- ao o U '� o L..ra to I N I u I COMMENgNG CONSTRUCTION. NO I Q i` i I i,+ to i 1 d o0 0 + o M_ m N m -` U _ �8 I x LJ cn F- I u I + w� Qw + m w cn 33 I I I 1 1 + cn ~ -' N ,� 6 r, .. N I w rn o0 .� (D o co R-30. UO S w II O w ',LLJ t N ( o I u I REPRESENTATION IS MADE THAT ALL 1 I► ` i I+ I 11, I _� N w r` LL N Z o cD �- m o_j � L=46. ° 5 `S' F z o Iw I n I -800-227-2600 + ° 11 L i I I ;1 +1 [ I 1 I I U > + J LL . o r oD N INSTALL NEW CONC. O LL U J II w I I n I EXISTING UTILITIES ARE SHOWN HEREON. °° I r l 1 III III Q I -Q N ¢ w m N I� O ,8 U o J (D r) 00 m (D m U_ Tan=:.,I.43 O o z III I I- _j oo w - \ Q N CURB GUTTER & J 11. A w THE ENGINEER ASSUMES NO RESPONSIBUTY I � 1 ` + [1I [ I III, � ¢ o vi U a " N l Z I ( I II I ,• w z .• ~ f/ M■■rf a ® 4 a � ca Cd1 `D N CIO 1 I I I I I. F- z - LL � I I I f I ++! t+++ 1, 111 111 . cn M� O N w M (n -+ M M + M �� a s SIDEWALK PER C.O.B. w M cD a=88 4 08 Za 2.64%;, !I Q I II I FOR UTILITIES NOT SHOWN OR UTILITIES f 1+ 1++ 1 r r[ I 11 I 1+, 12 U ,� a w � N N ►- M w + a) = + 00 = m o r` m a °D ! o I I T 11+ +i! + +1+ 0 M N w w M K) M STD. DTLS. S-1 & S-3 N ocr°D I II w J t N I u I z NOT SHOWN IN THEIR PROPER LOCATION. UNDERGROUND I, I 1 1, ++ I I I+ 1t N O o Z N N M rn +� 00 moi- Q w '.' I W I•, ALERT (�►) 1 T rn 0 m 1 1111 + I I I 1 f[ I I+ i! Lri ¢ w o u) a Q t1 .. 0 ,n tD v m I Q I n I x �J TI X 11 I �I1 1 �IIII�I I M N W M M O U (n O Ll H J to + N in J M LLJ .� 1 , i Co _ O Ln (D 2 J iI Z I r 00 i + 00 F- -1 F- LL i � + M Q 1L U Lj 3 O I II I IO �ry O f+ I �'-�� 1 + M U O (n /�M M + 00 > wv� I If O(n ♦+Q I II I Z M� ' `W Z7Z-1 11 �� �� / LTJ (nWM Q W zW w� I II �O V I II I 1 1 z i' PROPERTY LINE � J� Q w N w J a m , w z m I u w I l u I a I (n (Jl G� 1 _j > J p J W �.' I II U I II I W �y 11 i i' i N W M (n W F- J � d I J 2' a U 1 R I II I hey I� I ->, � I GRAPHIC SCALE W N Q f O z C�'. I II I I II I Q r/i rn I 11 rl+:; ..�.. � ,' '� Q � • • I I! I II I 3 1 1 11CO m O \ ? cn I O a. Z i ' i+ 111I I[ ill" 1 co O 20 0 10 20 ( IN FEET)40 40 Sa I J 3 N '. i ri iii i J (� P' X 111+11,11 Qo ��� STA: 10+89.10 ECR Z I U o L'+ �•' I ii � iii i = 3 3� o 0 0 rn r -A 1 I +, 11 111 N ►v � ' I 1� Li x ULi r I+ +111111 - O p ,' , rn ' \ �,• 1 II I I II I N M I Z ' �I' 11[ i 1 i i 1 o `� 386.43 FL 70 R 386.60 I ip I a . I o I u I �: 3 w �. 71 !+ +1 [ +' 1 "' rri HORIZONTAL; 1 inch = 20 f ` \ \ =STA: 5+31.72 ECR x I II I ° I Ln =� Y F- u� I+ 11 6 CHAIN LINK FENCE • I II I n I \ o o w i>` = Q LEGEND: ELEV = ELEVATION STA = STATION CONC = CONCRETE MON = MONUMENT CL = CENTERLINE LH = LAMPHOLE PP = POWER / TELEPHONE POLE DG = GUY WIRE FOR PP DI = DROP INLET ELECT = ELECTRIC VLT = VAULT PNL = PANEL FN = FENCE FND = FOUND SWR = SEWER MH = MANHOLE WTR = WATER VLV = VALVE FL = FLOWLINE POC = POINT ON CURVE EC = END OF CURVE BC = BEGINING OF CURVE TC = TOP OF CURB AC = ASPHALTIC CONCRETE EP = EDGE OF PAVEMENT UG = UNDER GROUND TOP/TOE = TOP OR BOTTOM OF SLOPE HI VOLT = HIGH VOLTAGE = EXIST. TRAFFIC SIGNAL = SIGN POST = EXISTING STREET LIGHT -� = PROPOSED STREET LIGHT U m (9500 LUMEN) 041 = STREET LIGHT# FROM C.O.B. = STORM DRAIN MANHOLE QS = SANITARY SEWER MANHOLE wV m = WATER VALVE - --------- = SAWCUT LINE =PROPERTY LINE = NON ACCESS STRIP = FD. MONUMENT AS DESCRIBED = FIRE HYDRANT = = = = = EDGE OF PROPOSED PAVEMENT COTTONWOOD / 90.43 L I N z VERTICAL, 1 inch = 2 ft. • i a I n I 1 'h� �Jlli!I ii! Ilf ��� 1' C.I - �� °\ i ■.ter■ r LAE RUNDAGE COTTONWOOD ROAD' E EUSHHEET NON 3 -'I � : Z 388 -- 387 �_ _n - -� STA: 1+94.86 SDMH ELEV: 385.18 t RIM FLUSH W/ SIDEWALK 386 EXISTING INLET STRUCTURE JUNCTION BOX TO REMAIN. 385 ----------- EXISTING FLOWLINE11 384 II e ATTENTION ALL UNDERGROUND UTILITIES SHOWN HEREON ARE LOCATED FROM AVAILABLE RECORD DATA AND MAY NOT BE SHOWN IN THE EXACT AS -BUILT LOCATION, NOTICE IS HEREBY GIVEN THAT THE CONTRACTOR SHALL FIELD VERIFY THE EXACT HORIZONTAL AND VERTICAL LOCATION OF EXISTING UTILITIES PRIOR TO STARTING CONSTRUCTION. NO CLAIM IS MADE THAT ALL UNDERGROUND UTILITIES ARE SHOWN HEREON OR THAT THE ONES SHOWN ARE IN THE EXACT CORRECT POSITION, THEY ARE APPROXIMATE ONLY. 54' ___7 CONST. NEW STORM DRAIN MH / JUNCTION BOX PER CITY STDS AS SHOWN ON THE GRADING & UNDERGROU_NQB UTILITY PLANS PREPARED BY W&W TECHNOLOGIES _ --0.51 PLAN &: PROFILE i_ CENTERLINE I - EXISTING GROUND PROFILE 1 " 61' EAST OF CENTERLINE -0.2350 PROPOSED NEW 46.5,5' SAME ON -CURVE _ POINT Li I I w a 383 ����---------� Ii i F Ir O_ � 382 1 II a (o I i i i,�I� w F o itn� w 381 `�>> I II i iii I 00 W C,Qw W + 380 ,, /Aj I III x ww II �` •) L X� 1� I III I II I 379 LL Qct F- J LL I 378 I , _ LL I � II i II jl I p�� DAIy AF Ir ------0-- I ---j J LL 89'9:00 1+50 I L___J i e ATTENTION ALL UNDERGROUND UTILITIES SHOWN HEREON ARE LOCATED FROM AVAILABLE RECORD DATA AND MAY NOT BE SHOWN IN THE EXACT AS -BUILT LOCATION, NOTICE IS HEREBY GIVEN THAT THE CONTRACTOR SHALL FIELD VERIFY THE EXACT HORIZONTAL AND VERTICAL LOCATION OF EXISTING UTILITIES PRIOR TO STARTING CONSTRUCTION. NO CLAIM IS MADE THAT ALL UNDERGROUND UTILITIES ARE SHOWN HEREON OR THAT THE ONES SHOWN ARE IN THE EXACT CORRECT POSITION, THEY ARE APPROXIMATE ONLY. 54' ___7 CONST. NEW STORM DRAIN MH / JUNCTION BOX PER CITY STDS AS SHOWN ON THE GRADING & UNDERGROU_NQB UTILITY PLANS PREPARED BY W&W TECHNOLOGIES _ --0.51 PLAN &: PROFILE i_ CENTERLINE I - EXISTING GROUND PROFILE 1 " 61' EAST OF CENTERLINE -0.2350 PROPOSED NEW 46.5,5' SAME ON -CURVE _ POINT Li r - M w a Q a O 00 M M Ir O_ � 04 m J a (o w EAST FLOWLINE + ai L(1 � W 00 W C,Qw W + m J w x ww II w o o (o L� LL Qct F- J LL � F- L` _ LL I LL F- L_ J LL w w m 0 LL J U a a U m LL 0 M w cD 1� F- 0 m (O 0 C) W r` �I C'1 M U m r, ra_-_ ao 1p N---------------------------0''2----------------------- _----------_- (D (0 �- I, cd � m r '`) (p r- � a m W 040 __-r---_- m_ Z --------- ---- 0 + ¢------------ 00 �--0 m a) -- 00 - �)------- o0 _ _PO � w 0 M 0 4J --- + � o0 00 rnp L17 m '� 14- Uri � tf) m � O) (p I .I to I oo CO � O � m J W M Na M CS M + NM PC M Pr) Pr Mr7 �(r% +M �1r% +M +M� +Mai < QW0 J ,, ��,� ~1J w aw w W QLJ Qw QW aw Ld I >I L� > QW0 J D (n W Q �,� W LSI LLJ (n W LLI W U') LJ (n W F- cn J w (% W F- cn w w F- cn J w J rn w - II d i- T, J �� O�Q�P�N 0� II i x'\x - - - - - - - - - - - - - - - - - - - - - - - - - \ 378.00f INV. 54" EXIST. v R.C.P. NORTH & SOUTH 2+00 2+50 NEW MANHOLE LID TO BE INSTALLED PER CITY STDS 2% t +r - --- --------- -H EXIST. 6" WATER MAIN -4 CONSTRUCT NEW SEWER MH PER CITY STD. # SW -4, AS SHOWN ON UNDERGROUND UTILITY PLANS PREPARED BY W&W TECHNOLOGIES, INC. NOTE: - ALL STATIONING SHOWN HEREON IS CENTERLINE STATIONING UNLESS NOTED OTHERWISE - ALL DISTANCES SHOWN HEREON ARE IN FEET AND DECIMALS THEREOF EXIST. 18" SEWER �Ib 5' 3+OC 3+50 0 71' 61' EXIST MEDIAN CURB 385.80 F.S. ISLAND TO REMAIN *EXISTING A/C PAVEMENT TO BE REPLACED* *AS REQUIRED BY THE CIT`' ENGINEER* 2% t (1.5� MIN) --� -H EXIST 10" WATI=R MAIN 383.12 TOP RCP NOTE: EXIST 54" R.C.P. STORM DRAIN -\ EXIST. UNDERGROUND UTILITIES ARE PLOTTED FROM AVAILABLE RECORDS, ENGINEER MAKES NO CLAIM THAT ALL UTILI•fIES ARE SHOWN, OR THAT THE ONES SHOWN ARE IN THE EXACT LOCATION AS PLOTTED, CONTRACTOR MUST FIELD VERIFY EXACT HORIZONTAL AND VERTICAL POSITIONS PRIOR TO START OF CONST. CONS--RUCT PIPE SADCLES PER C.O.B. STD. D-9 375.87 INV 8" VCP SEWER 378.10 INV. 377.58 BOT. RCP 4+50 - EXIST. EDGE OF PAVEMENT 2.44% -� 54-00 w r - M Q a O 00 M M w_jZ � 04 m J (o 00 M ® w + ai L(1 � W 00 W C,Qw W + 0 x ww II t w 5+50 0 P± I _ 5.62' ILL ..aao LC co ll CI w r LLJ G 0!02: Y 0 0 O L- 388 Q.. .= a, 3 '.: Lj O m 00 - ` -- ----_j 387 00-� �• ~• ' , cel Cr LTJ F- .i_ Z Q Z ' , CD �, lriJ C>r: O Z U 386 Q �� a: ' U CC Z : , Vi w O z o 1385 �j LLJ 01 Z ' �' C► _3 J � w, Q T- J t t) K'I W Q M N i C� Z' U ,:;dw tx) J I ~ (f)U Z 384 C 2 W LTQ t:) . W O CJ < CCa:pY 00 1383 LL < �. C•+ m Q 3 � m �� LO =- m cC) Ui U_ 0 a ° 382 �tio H1 O . L.L. Exp. o V, ".' C) CL C Z CI F- 1381 �`° C ) - .2 • �j U CIV1�- •�� Li q�OFCAL��Cg' �. L.I (k, U iCl. �; LLJ m _ 380 L' CI ; Q, iE s �U� w 2% _ O- ---------- ------ i � I _ y 0.45' ASPHALT CONCRETE 0.75' CIL. 11 A.B. U? 1.6' MIN. �-IOMPACTED o SUBGRADE TO 95% RELATIVE "OMPATION 376.72 TOP PIPE I ' PROPC SED 8" VCP SEA ER LATERAL ® 0.35% 376.03 INV. +I 0 q DRIVEWAY 00 ATTENTION ALL CONTRACTORS: 47'f PROVIDE CASING ® UND'=RGROUND TELEPHONE, ELECTRICAL, GAS, B C0T-TONWOOD ROAD STRf- E -T SECTION CROSSING FOR NEW CABLE: AND TRAFFIC SIGNAL LINES ARE TO BE 4 SCALE-.° H.• 1 "-4' SEWER LATERAL LOCA, --ED PRIOR TO START OF CONSTRUCTION V 1 =4' 4,10 01 LLJ t 379 f-- - 37 6 1;0 PF C) 8 L► �. m 37 6+00 /' �O QRpFESS/ON q �2 D. F \v EXP. I� 3 9-30-2015 N m 1C No. 21871/) Z _O CIV1\- Fn Cb `S'lgT �Q > w ,50hQ�. F OF CALIF r w F- _ o I 0 SHEET OF 4 11 JOB NE -1. O7:19 8 -VCP - SEE ONSITE: DWG newi?721 )design PLANS BY OTHERS �5r5) LANID SI,Rl� FioP -`� EXP. %P a-30--2014 r No. 37791 y., 7lr• OF C,AIIF� �..�E.�. - _ _ ___________________________s--- --------- ===== === ------------------------ ------'ORD DRAW�NG a 13+M O9 8' 1 2' 12 ,,/ 1 30' STORM DRAIN LIVE NEW A/C CURB 1-00 .111111114 �� W 22" SEWER LME -�' 11+00 1 _ 13+00 S89'S1'52"E 14+00 `'648.22' 11.2 - 2' ---- - - - - - - - - - - - - -- - -- - -- -- - -- NEL � + � - �89�4'S2"E 389- - - _ _ _- _ _ -� - -� - 20. 0' � - 2 238. 3' 405 1 -- 4 % `� 2% F x ] COR. SEG 5 30/28 42' SEWER LINE _ _ _ _ _ _. I D. CONC. MON. IN L H. LLJ 1 sr4- s.F .Ti -;Y svR��svR- svR .WR -s AG ILLEGIBLE ACCEPTED /f 'U Z Vl o AT THIOR E INTER�SEC ON' � W NEW SLOPE / BRUNDAGE LANE _ - _T I I VASHINGTON STREET do -- SEWER M/N MM 3Y842 \\ w MEDuw NOW FOR NEW N 400 2:1 MAX �> - EXIST A� C CURB I I (NORTH LINE OF SECTION 4 30/28)* - - - M INV. 18' SOUTH 3' &a6 ° r CROSSWALK SEE DETAIL SHT 3 __--____- -tl I I IiRUNDAGE LANE _I �/' INV 18' NOR7H 375.92 I `i---------LIJ ------------ -_-----_-------_-_-_-______________ 8 -______-- EXIST GUARD RAIL TOP OF PPE 24'! TO - - � - _ - 3 9 5 J --- ---------_________- `_==__-_----- _ !NORTHWEST s79.14i _______------------- =a====_______--._ -------------------- - ----- I I I ------____ __------_------------------- --- K EXISTING Oki $ K o a LLI LLJ I Q v EXIST. STOW DRAIN LINE PER THE N MEDIAN CURB 1N $ � I I I v O ' /�/ - -- U ch Ff 1 , BAKETtSFIELO RECORDS l �n W - - -- JCITYO1F EM BO EXIST FIBOt 2WAH/WATERLINE 157 ------ I I I M en 390 a >/' EXIST SLOPE TO BE BENCHED SIO '� 1- Box AS EDGE OF EXIST. _ _ o + X 3.3 /'' PRIOR TO PLACING FILL o, IERLlE REMOVE EXIST CURB NEw �._-- - A/C PAVEMENT I I I - �_ i J W �` �' E DETAIL SHEET 1 XILL RETURN CONST. NEW S I RETURN As SHOW - - �- - - - -. _ . O FLOWIJNE 60' RADIUS END EXISTING 385 ------------------- - 60' RADIUS ./ E . ------ --------------- - ------ --- - - _ I I I R 0FLOWJN CURB do GUTTER LiJlO - - - EXIST. EDGE OF SAWCUT _ - - - - - - - - - - - - a• a _ -A/C PAVEMENT - ------ _--- EXIST GRADE J PROPOSED RETAINING WALL - - - eK•' M - ~- - - - - R.O.W. LINE _ . - STATE R.O.W. - _-44 NNIN31.52'w ,9833' • - \ �F I ''__ / - --= --- ---- _ _ - - _ _ = 380 __ - ' - _ BEGINNING OF - - - - RELOCAIE EXIST. ELEC 187.95' R=60`. _ EXIST A/C CURB - /'- SECTIO TW N 1 F MISTALL NElF N C � � - �I 1 I � � STING SPILLWAY 5 , �� \Q { I P CONTRACTOR roPER SITM D� is ?�+ L=94.25 RUNNING SWT! yonp -� R=60.00 / TO REMAIN __-^---. - _ _--e ` `p SHEET 11 RSP AaBACONTRACTOR TO 9' Ton -60.00 ` _ TO BE REMOVED RELOCATE E)W. RELOCATE EXIST. 1? w A-90'00'00" `� - � I I I L=94.2:1 I ELECTRIC VAUL i8 STREET SIGN AND 1 TRAFFIC9l0 I�SION� b - _ PHONE BOXES OUT _ Tan=6C ,O - a Gi ` �� _ I 7 X90011'00 I SEE SHEET ® OF DRIVEWAY AREA - / I I I 12' -- 8' 12' -- 12' I NOS 10 ! 11 a 1 SEE SHEET 11 { ya \ - 6 �' '�� � fey ! NEW A/C CURB b _ I 6' CHAIN LINK FENCE a+ ?� A" . �'n W I , W 4 0 5 - � - "I d• f 3 a Li I Fns O PROP ADDITIONAL POINTS (PfP 4EDICATION OF 45' LOC.) �� �I� I cj 00 - Is ! J 4OO _ NEW SLOPE �/� / - _ - _ - _ -- - �, �1 TO THE STATE OF CALIFORNIA D.O.T. IF 00 Q UI ! I r �- (( )) of N 1 OI Cf - w 2:1 MAX EXIST A/C RB J O C: Cri �a- I AISTNEIW CATCIt BASIN AND t8' STORM DRAM LINE PER DOC. # 0211124364 O.R. _ R= .00 I 1 � O - 1 � z _ i' �- I N70 BACK OF EXIST. 80K ONSITE RUNOFF MAY BE PIPED __ L= 0.82 ' N� INTO NEW CATCH BASIN PER THE CITY OF BAIERSFIELD NON ACCESS STRIP To 10.60 I i+ PROVIDE APER FOR I I J W a `O I� I DENYING INGRESS OR A= 630'43 I It TRANSITI OF C L,J 3 9 5 } - //'' �-� EGRESS FROM HWY 58 MULTIPLE TREES zIG I► N I PER DOCUMENT REC. { ! I a a--_ _ / EXIST SLOPE TO BE BENCHED AS INST. NO. 36508 A/C CU , 1 0 w �/ �'� LLJ Q S WHINE ONIETelFnO POWER LINES BK 4410, PG 205 O.R. 5 1 I 1 I ! 1 a ��/ PRIOR TO - PLACING_ FILL (� I� - 5. ,� 61n0E 4 w W% PMR. NORTH k SOUTH, 3 \` I ii Iv I 3 9 0 a 3. ��-- ��'' SEE DETAIL SHEET 1 z WINES pw VAST. ! THE LOW WANE I J a _ --I1 2S --3r-- L :PE CABLE TNORTH. OTHERS SOODU H s HEST \ ` J Q I I I co I / _ _�� - - � 10 ---------- --- y / o _ I !I p g o 385-- -- --_ _ - w LL_ QPROPOSED RETAINING WALL -0 z 2 8 _R w pp EXIST GRADE _ wO �- ° LSECTION 2 ' z 00 oz �►) J LEGEND:p zI IZ a d p EL --V = ELEVATION O M U) STk= STATION ETE a I1!I C0'M-1Ir g wUM1'4 = MuIT LLJ 3: C_ = CENTERLINE O ch I 0j U` I I U i = LAMPHOLE U 1 0 II IO 00 O I U POWER E TELEPHONEPPONE POLE _ UFOR �DI = DROP INLET 30f ELECT _ELECTRICSCALE. VLT =VAULT Gi p 6 bi11- I .1N 1 I I' II fl o II I i FN = FENCE 1 _ I P L A N__V1 E r f i i i i T n{ II I I; I FIND = FOUND _ 10,, f l li n l e \ I 1, e I S n I I Wt = SEWER M11 = MANHOLE I zWT Z = WATER ,p VLV = VALVE _ ^ I :1 6' CHAIN LINK FENCE I I :'DROP INLET 1 .y { 1 \\ \ III 1 I ` \ \ , I FL = FLOWUNE -- END TAPER n2' CJLVERT \1 EC =END OF CURVE I !! 1, \ 1 POC = POINT ON CURVE 1•, , II I INING OF CURVE ;94 I - e R=45.00 , 11 1 II `I 1 1 `\ \\ \ `\ BC = BEGTC =TOP OF CURB a I i L=24.60 t 1 1 II 1,{ , i' \. I AC = ASPHALTIC CONCRETE I Tan=12.62 �?� / ! i % �/� M \\� II 1 {{ ! 11 ' j {I ° { EP =EDGE OF PAVEMENT A-31`19'22" ! 1 �I ` y II , { , \ , 1\ UG = UNDER GROUND IIS 113 I I td _ 6 II / 1�� _i- M , , TOP/TOE _TOP OR BOTTOM OF SLOPE 5 HI VOLT HIGH VOLTAGE 1 \ \ \ w o = EXIST. TRAFFIC SIGNAL _ 12= SIGN II 11 I I 1 u \ \ \ \ \ \ j LES : PROPERTY LINE `� ` 7" 57. j �' j 1 \\ ` *� ` \\ `\ `\ o \, \ = EXISTING LIGHT � II �' N \ °. \\ \ \ /,j = PROPOSED STREET LIGHT ADDITIONAL DEDICATION OF 45' RAD. ! �� i ,� i 1\ \\ �{ \ (9500 LUMEN) I O PROP. ANGLE POINTS TYP 4 LOC. f 1 I \ \ o \ \/_ / TO THE STAT OF CALIFORNIA D.O.T. ) !I ' I to {\ `\ I WALLRPERECANTRANS 0� i \ \ \°\ 04! = STREET RAIN FROM C.0.6. '� \ \ t / \ =STORM DRAIN MANHOLE I PER DOC. 0211124364 O.R. i I \ \ \ / I � # \ \ , \ \ \ Y ! / / ® =SANITARY SEWER MANHOLE A OR cm \,= WATER VALVE SAWCUT UNE PROP TY \\ \ ` N 4 NON ACCESSSTRIP (V I // � \ \ \� \ \ � / 1 = FD. MONUMENT AS DESCRIBED \ FIRE HYDRANTN g�GW 0 `` {\ =EDGE OF PROP OSED PAVEMENT PER CITY OF BAKERSFIELD ui Z tf CLI PUBLIC WORKS TRAFFIC NON ACCESS STRIP 405 - -o• 1 2'_� NEW A/C ,•� �� x 3$-8 15' 12' - 4' CURB®. - -- -- - _ - - --,. :Ic 3 b M NEW SLOPE EXIST MEDIAN CURB w - - w 2:1 MAX cn -5 Y H- z J 395 D_ w 390 0 --__- Qf 6' MAX. ------------ - 385 -- EXIST -GRADE 380 EXIST A/C --RAMP - ___ __ _. 00 a M v o -rte -■�. - - EXIST A/C CURB - Ln TO BE REMOVED , , - --- x XISTING SLOPE 7CFB'E BENCHED = , G ► o . IiJ -PRIOR- TO PEKING -FILL - LL a ;j SEE DETAIL SHEET 1 C�,"I a :J li O = Z PROPOSED RETAINING WALL - 3 0 z O c N SECTION 3 �- Cl:, LJ �- �.. z P.) Lai W 1z) Z V?Q,d ' 0 12' NEW A/C 3' g' 1-5112' �- 4' a: U I =wLL_ _ CURB - m LLI -� ..O 1 J w- -------------�------------ Q C--,) M Il 0 400 z 00 LLI myI I� Ln J NEW SLOPE z r O x r EXIST MEDIAN- 0 a C:1 ii! O 395 H- 2:1 OAX - - w a W w EXIST A/C RAMP w 0 3 Z I Qw CL - EXIST A/C CURB - - 0 LL- a 3 r.. 0 ID a O /'' ANGLE TO MATCH DENYING INGRESS OR '/ '/ I 1 { \`i. `R �� -_ .-.._---yam% (n (I' I- LL I - EXISTING STORM DRAIN D.I. EGRESS FROM HWY 58 R=45.00 // / i� ' I `\ 390 C TO BE REMOVED 0 Ii p I - SOUTH OF PROP. L=29.01 � i i i \ � � •p � \ - 5 OVERHEAD POWER LIES PER DOCUMENT REC. Tan=15.03 o p ash � I 1 ► I I = 4 WRES NORTH ! SOUTH z AS INST. NO. 36508 A 36'56'17" �� TOP CF ,�� 1 l - LOW MIOVER NE TELE / CAME DFREEWAY AND OW W x BK 4410, PG 205 O.R. 7 ��. � //j SLOPE j 7 t `� � \ ��\\ 9S� ��\\ ` \\ \1\lf /l \ \ 385 1 - UNDERGROUND TO SOUTH TO z z STA: 1+94.86 \dd 1 . _ BE RELOCATED BY OTlE]NS 7 STA 2+ z T. 50.7040 R 1 \? f / I \ \ , 1 `� / _ PONT - w << R-45.00 �' \ , � � � + � � � - 380 j I g 6 L=17.39 �41�� R �, p �1 � � i \► 10 \ 1` � , `�` \\ \ - . Tan=8.80 '00'1 SLOPE �- 1 1 o S69'28'00•E •14 !,22 39 '94 ti p' \ tf C7 1 j rIINCET ,30. 4' �u I ,�j^p�' �\ \ \ \` p \ `�\ EXIST 72'7 STORM 153.59' % \ 8 o _ FUTURE RETAINING � I ALINE S.E. WALL PER CALTRANS S �•- .Si A BENINESE 4N. ou VI-KER-58 - I III: mW �,. - - ' y� STATE 6 KER 58 R-55.52 / 54.97 Avrld W�9 und.�ana - --- DISCLAIMER! NOTE EREON AM T r-=-UT1UTY LOCATIONS SHOWN i --- - X401 '�' APPROXIMATE ONLY. IT SHALL BE THE CONTRACDETERMINE THEOWS DUCVTHORIZ HORIZONTAL AND before you VERnCAL LOCATION OF ALL EXISTING rir Dig g willUNDERGROUND UTIUTIES PRIOR TO f- _ rt o - - _ _ - - -_ _ _ "- O __ m _ - COMMENCING CONSTRUCTION. NO E)031!l10-CENTERUNE - _ 3_ -�� _ - -�� - ss / / / / REPRESENTATION IS MADE THAT ALL _ _ 1-800-227-2600 I _ _ OF CAMP PER MAP NO. s - 402. �� 4 = �� ' f �E�ENpNEERTIASSUMES NORESPONSEILITY 6 KER 58 R-55.52/54.97 = 4 = _ - _ = / -�,� � FOR UTILITIES NOT SHOWN OR UTiLITES UNDERGROUND �� S/If1 7E �O KER-58 OVER OSSING _ NOT SHOWN IN THEIR PROPER LOCATION. �T �) I f I I 167.11' I Z 395 26 8' 12' 12' -20 12' 12' 8' NEW A/C CURB i w _ - - - - --_. --------------- -------- - --__-------------------------- _ z 390 - - - - - -_ _ -- ----- 0EXIST A/C CURB - EXIST 2 LANE -------------- TO- BE REMOVED --------EXIST MEDIAN 385 _ - _.___- ----_- -- _ __ ISLAND CURB A/C OFF RAMP EXIST A/C CURB --------- O --- 7 380 - - _ _.__ - _._-KIST. GRADE - - 5 TION 7 390 -- - 385 380 - 26 8' 12' 12' 20 ----12' 12' 8' 4 25� - 2.55% W -------_ --_ ----------------------------------------------------------------------------__-------------------------- z EXIST A C CURB EXISTING------ � NEW A/C CURB TO BE REMOVED PAINTED EXIST 2 LANE EXIST A C CURB w 8 MEDIAN A/C OFF RAMP -- -----1 0 5 N r�_ L--_� GRADE < 116 GX 0V1 (n Z (z) ---- ___- -� EXISTING SLOPE TO BE BENCHED z-IzO d. O 0 00>- Z � PRIOR TO PLACING FILL SEE DTL SHIT. 1 U 2x -'W EXIST GRADE _ 4 U L+� Q 0 F- W PROPOSED RETAINING WALL 5 � W 0 CL; Q > r f a f Y 12 NEW A/C 3 8 15 12 4 v 400-------------------- w u _ _ __----L-----------L __ m zEW S1� 395 } 2.-11- - EXIST MEDIAN CURB - EXIST A/C RAMP W /��� 390 0 -- _ -- - - -- . - EXIST A/C CURB a 3.5'± �,> TO BE REMOVED'I ------------------- EXISTING SLOPE TO BE BENCHED 385 - - - --- PRIOR TO PLACING FILL SEE DTL 4SHT. 1 EXIST GRADE PROPOSED RETAINING WALL rj o 380 _ __�-�__ -_ _ -. _.m----- 5 CTI - - �- -a _ w 12 3' 15' 12 4' EXIST MEDIAN CURB NEW AC W - CURB / I I T" TO REMAIN LL o 3950 Q o NEW SLOP ---------- ------- -----_____-- of -� 2:1 MAX ,,, EXI T A/C RAMP - 0 z z z I 390 0 2.681 - EXIST A/C CURB O SHEE:"I OF a - TO BE REMOVED - - - - a cn5 11 385 EXISTING SLOPE TO BE BENCHED _ - __ __ z U °� �PRIOR TO PLACING FILL --SEE DTL SHT. 1 - - Q JOB N0• Q _-_-----EXIS. GRADE-__-- -------- � _J :►72. 9 380 0 ■ .��.. e. PROPOSED RETAINING WALL 6 a- J , - ---- -- - ---- --- - 5 Q D` 1.7 new0 7219design 11 C1ROSS SECTION GRAPHIC SCALE 10 0 5 10 20 COD M W 74 , I SUBMITTED BY: Q 0 S`I LIUWD SSR QROF ESS IOy� / ��cr� �_- z J/e, D -A e;w , -k- 5 -7 e'� tic WILLIAM DENTON BATES DATE \w gyp' C-7 ,� �• F Z LLJ W z ��-30-2014 0 3 9-30-2015 N I^ R.C.E. 21871 EXP, 9-30-2013 40 cr No. 21871 ;0 / (, - No. 3779 sr CIVIL P �/ LEY D. GHES, S. 3779e**'DTE O W sr OF CALX PROPER LINES AND TOPOGRAPHY ,lr I IrFNSF FXPIRFS 8/30/10 �- OF CALIF 1 \ � S dewa lk See Note 7 A x E C5 0J CU - CU U 1.22 m Min CASE A See Notes 10 and 11 Front edge of sidewal 10% Max at curb 7. of L d d cL I 2% Max fee fee � 8, 33% 8. 33% 000 0000000 U 1.22 m Min CASE A See Notes 10 and 11 Front edge of sidewal 10% Max at curb �J 1.22 m Min CASE D Approximately 20 � GROOVING DETAIL S i dewa lk Qrd;r9 v�re B 150 mm Typ —� 1, 53 m M i n Retaining curb if necessary at edge of sidewalk 8. 33% 2% Max 1 8, 33% Max Max x IOU d X c a x L V o e LOU 10% Max at curb Plantin area a F pare P Crosswalk if provided DETAIL A .............: .............. .............. .............. .............. .............. ...... ..... ..... ..... .......... .. CASE B A x 0_J Sidewalk See Note 7 Front edge of s i dewa l k 150 mm Typ See Notes 10 and 1 1 Retaining curb if C necessary at edge of s i dewy t 1.53 m Min 7. C L d d cL I 2% Max Sidewalk I X � 8, 33% 8. 33% 000 0000000 _ ., _ See Notes See ooc00000 x ooc00000 o000000o d o00 0000000000 000000000 000000000 000000000 0000000000 0000000 10 and 11 Note 7 000000000 tf 00000000 ooc00000" ooc00000 OLI 000000000 000000 00000000 Front —T— 0000000000 OT00000000 edge of sidewal °00000 co 000 0000M 00000000 x o d 0000000 10 % Max - 0000 0 0000 10 % Ma x a t curb 000000 000000 000000 000000 at curb �J 1.22 m Min CASE D Approximately 20 � GROOVING DETAIL S i dewa lk Qrd;r9 v�re B 150 mm Typ —� 1, 53 m M i n Retaining curb if necessary at edge of sidewalk 8. 33% 2% Max 1 8, 33% Max Max x IOU d X c a x L V o e LOU 10% Max at curb Plantin area a F pare P Crosswalk if provided DETAIL A .............: .............. .............. .............. .............. .............. ...... ..... ..... ..... .......... .. CASE B A x 0_J Sidewalk See Note 7 Front edge of s i dewa l k 150 mm Typ See Notes 10 and 1 1 Retaining curb if C necessary at edge of s i dewy t 1.53 m Min r r -un t. t edge of s i dura (k s� r C See Not CASE C 10 and 11 RFCORD DRAWI�,iiilG Jidewa(K x E: •v See N _ Front edge Note 7 of s i dewa l See Sidewalk Note 7 c -- d +> n) 5-- L d d Q_ 10% Max at curb 0000 000000 Front 00000 000000 edge of 0000M x 0000 00°00('') d 0000 s i dewa ( k 0000 _ 000 0000 00 ooa 0000 0000 oo R e t a i n i ng 000000 000 00 Curb C both 1, 22 m ' See Notes 10 s i des of ramp) Min and 1 1 A 150 mm Typ 000000 000000 0000 000000 0000 000000 00000 x 0000 0000 0000 0000 - d 0000 0000 _ � 0000 0000 l000000 0000 000 �(' o 1�' 22 Lr� M' r �A) CAS E - CAS E E P"l- Srnpwn ILe Retaining curb i f necessar Top of ramp Gutter Rounded 1,22 m Min f tow[ i ne-I----------------- 50 mm Ty P Retaining Curb C both s i des of ramp) ra lk c S i dewa lk See -- a x Note 7 �� 10% Max at curb 15C m Front edge of c Typ sidewalk C L d d cL I 2% Max 8, 33% 8. 33% 000 0000000 _ 00000 0000 _ Max M a x x d 2— ooc00000 x ooc00000 o000000o d o00 0000000000 000000000 000000000 000000000 0000000000 0000000 ooc00000 000000000 tf 00000000 ooc00000" ooc00000 OLI 000000000 000000 00000000 —T— 0000000000 OT00000000 r r -un t. t edge of s i dura (k s� r C See Not CASE C 10 and 11 RFCORD DRAWI�,iiilG Jidewa(K x E: •v See N _ Front edge Note 7 of s i dewa l See Sidewalk Note 7 c -- d +> n) 5-- L d d Q_ 10% Max at curb 0000 000000 Front 00000 000000 edge of 0000M x 0000 00°00('') d 0000 s i dewa ( k 0000 _ 000 0000 00 ooa 0000 0000 oo R e t a i n i ng 000000 000 00 Curb C both 1, 22 m ' See Notes 10 s i des of ramp) Min and 1 1 A 150 mm Typ 000000 000000 0000 000000 0000 000000 00000 x 0000 0000 0000 0000 - d 0000 0000 _ � 0000 0000 l000000 0000 000 �(' o 1�' 22 Lr� M' r �A) CAS E - CAS E E P"l- Srnpwn ILe Retaining curb i f necessar Top of ramp Gutter Rounded 1,22 m Min f tow[ i ne-I----------------- 50 mm Ty P Retaining Curb C both s i des of ramp) ra lk c S i dewa lk See -- a x Note 7 �� 10% Max at curb 15C m Front edge of c Typ sidewalk 00000 000000 000�0 000000 000 000000 0000 x 0000 000 0000 000 d 0000 000 _� 0000 000 000000 000 000 r'o See Notes 10 Retainin 11.22 m Mi_See Notes 10 arid 1 1 Curb A and 1 1 E,00 mm LAS E G Straight Curb See Note 4 ECR �o- -600 mm Straight Curb Crosswa � k if provided 75 n) 75 > 0 Q Ln 0 U 1 1.5 mm 5 Top Dia ----I 23 mm T Base Dia 0 RAISED TRUNCATED DOME 42 mm Center to center spacing 0 0 0 O 0 O �.O O 0 Q 60 mm apart RAISED TRUNCATED DOME The State of California or its officers or agents shall not be responsible for the a -.curacy or completeness of electronic copies of t1 -is plan sh eet. - — N0TE`._> To get to the Caltrans web site, go to: ittp:,//wi,r,w.dot.c(.-.gov 1. As site conditions dictate, Case A through Case 3 curb ramps moy be usEA for corner installations similar to those shown in Detail A arid Detail B. The case of curb ramps used in Detci I A do not have to be the same. Case A through Case G curb ramps also may be useld at mica block locations, as site conditions dictate. 2. If distance from curb to back of sidewalk is too short to accommodate ramp and 1.22 m platform (landing) as shown in Case A, the sidewalk may be depressed longitudinally as 'n Case B, or C ,or mail be widened as in Case D. 3. When ramp is located in center of curb return, crosswalk configuration must be similar to that shown for Detail B. 4. As site conditions dictate, the retaining curb side and the flared side, of the Case G ramp shall be constructed in reversed position. 5. If located on a curve, the sides of the ramp need not be parallel, but the minimum width of the ramp shall be 1.:%'2 m. 6. Sid,: slope of ramp flares vary uniformly from a maximum of 10`,;) at curb to conform with longitudinal sidewalk slope adjacent to top (:if the ramp, except in Case C and Case F. 7. The curb ramp shall be outlined, as shown, with a 300 mm wide border with 6 mm grooves approximately 20 mm on center. See grooving detail. 8. Tra-Isitions from ramps to walks, gutters or stret_,ts shall be flush and free of abrupt changes. 9. Maximum slopes of adjoining gutters, the road surface immediatel�t adj,rlcent to the curb ramp and continuous passage to the curb ramp shall not exceed 5 percent within 1.22 m of thE! top or bottom of the curb ramp. 10. Curt) ramps shall have a detectable warning surface that extends the full width and 914 mm depth of the ramp. Detectable Warnin ;j Surfaces shall conform to the details on this plan and the requirements in the Special Provisions. 11. The edge of the detectable warning surface nearest the street shall be between 150 mm and 205 mm from the gutter flowline. 12. Sidewalk and ramp thickness, "T", shall be 90 mm minimum. 13. util ty pull boxes, manholes, vaults and all other utility facilities within the boundaries of the curb ramp will be relocated or adji,lsted to grade by the owner prior to, or in conjunction with, cure ramp construction. 14. For retrofit conditions, removal and replacement of curb apron will be at the Contractor's option, unless otherwise shown on project plans. i _-- Limit Of pay � ice: _-------- DETAIL B See Rounded PATTERN (IN—LINE) 1. 22 m M ► n 2 DETECTABLE Not 1-------�- __ — � U 140.17101TYP I CAi_ ONE --RAMP �� WARNING SURFACE r--- CORNER I N STALLATI 0 N� T See cr�� Note 10 goF;' Gutter SE. e RETROFIT D See Dotes 1 and 3 Nate 9 S/�e /t 8. 33% Max 2% Max T See Note 9SECT I[IN B—B Depress entire sidewalk as required TYPICAL TWO—RAMP CORNER INSTALLATION See Note 1 f l ow l i ne Top of ramp 1, 22 m Min Existing curb and sidewalk i ; ---------Rounded ��A /17 See Note 9 Fi 0,?�OFESS/pH�C STATE OF CALIFORNIA I o ��e� ;PM �. e 'I'S DEPARTMENT OF TRAN:PBRTATIBN 2/ Max 9, 8, 33% Max T .-k9-302015N m CURB RAMP DETAILSReta�n�ngw m SECTION A—A curb i f " 218 X N❑ SCALE necessar rt Gutter s ��V„ P �� ALL DIMENSIONS AF,:E IN f low l e`-------------------- 'qr�� MILLIMETERS UNLESS OTHERWISE SHOWN i � CAL �F I RSP A88A DATED DECEMBER 30, 2004 SUPERSEDES 2% Max RSP A88A DATED MARCH 12, 2004 AND SPANDARD PLAN A83A See DATED JULY 1, 1999—PAGE 79 OF THE STANDARD PLANS BOOK DATED JULY _1991.). Note 9 SECTION C— C __ REVISED STANDARD PLAN RSP A �3��� SHEET 6 OF 11 C L d d cL 00000 000000 000�0 000000 000 000000 0000 x 0000 000 0000 000 d 0000 000 _� 0000 000 000000 000 000 r'o See Notes 10 Retainin 11.22 m Mi_See Notes 10 arid 1 1 Curb A and 1 1 E,00 mm LAS E G Straight Curb See Note 4 ECR �o- -600 mm Straight Curb Crosswa � k if provided 75 n) 75 > 0 Q Ln 0 U 1 1.5 mm 5 Top Dia ----I 23 mm T Base Dia 0 RAISED TRUNCATED DOME 42 mm Center to center spacing 0 0 0 O 0 O �.O O 0 Q 60 mm apart RAISED TRUNCATED DOME The State of California or its officers or agents shall not be responsible for the a -.curacy or completeness of electronic copies of t1 -is plan sh eet. - — N0TE`._> To get to the Caltrans web site, go to: ittp:,//wi,r,w.dot.c(.-.gov 1. As site conditions dictate, Case A through Case 3 curb ramps moy be usEA for corner installations similar to those shown in Detail A arid Detail B. The case of curb ramps used in Detci I A do not have to be the same. Case A through Case G curb ramps also may be useld at mica block locations, as site conditions dictate. 2. If distance from curb to back of sidewalk is too short to accommodate ramp and 1.22 m platform (landing) as shown in Case A, the sidewalk may be depressed longitudinally as 'n Case B, or C ,or mail be widened as in Case D. 3. When ramp is located in center of curb return, crosswalk configuration must be similar to that shown for Detail B. 4. As site conditions dictate, the retaining curb side and the flared side, of the Case G ramp shall be constructed in reversed position. 5. If located on a curve, the sides of the ramp need not be parallel, but the minimum width of the ramp shall be 1.:%'2 m. 6. Sid,: slope of ramp flares vary uniformly from a maximum of 10`,;) at curb to conform with longitudinal sidewalk slope adjacent to top (:if the ramp, except in Case C and Case F. 7. The curb ramp shall be outlined, as shown, with a 300 mm wide border with 6 mm grooves approximately 20 mm on center. See grooving detail. 8. Tra-Isitions from ramps to walks, gutters or stret_,ts shall be flush and free of abrupt changes. 9. Maximum slopes of adjoining gutters, the road surface immediatel�t adj,rlcent to the curb ramp and continuous passage to the curb ramp shall not exceed 5 percent within 1.22 m of thE! top or bottom of the curb ramp. 10. Curt) ramps shall have a detectable warning surface that extends the full width and 914 mm depth of the ramp. Detectable Warnin ;j Surfaces shall conform to the details on this plan and the requirements in the Special Provisions. 11. The edge of the detectable warning surface nearest the street shall be between 150 mm and 205 mm from the gutter flowline. 12. Sidewalk and ramp thickness, "T", shall be 90 mm minimum. 13. util ty pull boxes, manholes, vaults and all other utility facilities within the boundaries of the curb ramp will be relocated or adji,lsted to grade by the owner prior to, or in conjunction with, cure ramp construction. 14. For retrofit conditions, removal and replacement of curb apron will be at the Contractor's option, unless otherwise shown on project plans. i _-- Limit Of pay � ice: _-------- DETAIL B See Rounded PATTERN (IN—LINE) 1. 22 m M ► n 2 DETECTABLE Not 1-------�- __ — � U 140.17101TYP I CAi_ ONE --RAMP �� WARNING SURFACE r--- CORNER I N STALLATI 0 N� T See cr�� Note 10 goF;' Gutter SE. e RETROFIT D See Dotes 1 and 3 Nate 9 S/�e /t 8. 33% Max 2% Max T See Note 9SECT I[IN B—B Depress entire sidewalk as required TYPICAL TWO—RAMP CORNER INSTALLATION See Note 1 f l ow l i ne Top of ramp 1, 22 m Min Existing curb and sidewalk i ; ---------Rounded ��A /17 See Note 9 Fi 0,?�OFESS/pH�C STATE OF CALIFORNIA I o ��e� ;PM �. e 'I'S DEPARTMENT OF TRAN:PBRTATIBN 2/ Max 9, 8, 33% Max T .-k9-302015N m CURB RAMP DETAILSReta�n�ngw m SECTION A—A curb i f " 218 X N❑ SCALE necessar rt Gutter s ��V„ P �� ALL DIMENSIONS AF,:E IN f low l e`-------------------- 'qr�� MILLIMETERS UNLESS OTHERWISE SHOWN i � CAL �F I RSP A88A DATED DECEMBER 30, 2004 SUPERSEDES 2% Max RSP A88A DATED MARCH 12, 2004 AND SPANDARD PLAN A83A See DATED JULY 1, 1999—PAGE 79 OF THE STANDARD PLANS BOOK DATED JULY _1991.). Note 9 SECTION C— C __ REVISED STANDARD PLAN RSP A �3��� SHEET 6 OF 11 Finisl—A grad( f ron face H=6' -O" _I_ H=4'-811 H=3'-4" :M!D c61 1 z ELEVATION 12 Finished C front fac( �- LOL FOOTING STEP DETAILS #5 Total 2 Finished grade #5 1 #5 Q 16 1 o � v „T— 2" Cement m� -' - - Masonry construc #5 RF(-npr) nPA\A 11 N 1� I mur 1 ur T r om vert l ca i joint in first coUrse above finished grade at 32" centers for weep holes. Fill al cells with grout. Optional key W TYPE 6A WALL Type Design H 3'-4" 4'-p" 4'-811 5/-411 6/_0il 6AW 3,-o„ 3/-311 3,_ 611 3/ -loll 4/-311 4/-611 6A OA #5 Cv 15 #5 12 15 #5 G, 16 #5 Ca 16 6A © #5 16 #5 6B #5 Q 16 #5 Ca 16 6A © #5 Q 16 #5 (A 16 #5 La 16 #5 15 #5 G� 6A OD #S CCa/ 15 #5 La 15 #5 (4 15 #5 15 #5 ca, 12 NOTES'.3 ELEVATION - MASONRY CONSTRUCTION Re�r,�„ cc #5 16 CV �3- 3 Except continuous x pervious backfil 1 L> not required D 1 I W 0 '040" 0'c #5 Total 5 1 . For details not shown at "613", see "6A'. 2. Type 6 retaining wall shall be limited to use f,:)r walls o-= Design H of 6"-0" or less. 3. Where traffic is adjacent to the top of wall , guard railing should be set back from the top front face of wall at least 4'-0". 4 . Un I ess otherwise stipulated, the Contractor will have the option of constructing the Type 6 walls of either masonry or reinforced concrete. 5. For re i nforced concrete wa I I stem j o i nt deta i I c,, See rBO--3 and 130- 3 ) a 3-3 3-4 6. No splices are allowed on AO , OB and© bars . 7a At OD bar, no splices are allowed within V-8" 8" above the top of footing. 1/4" Premo I ded c Max expansion joint filler - [D DI E iIlerDOE Caulking= C_ �M SECTION A—A Mend caulking ' below i n i shed grade 4' 20 11 " Min DESIGN DATA 2 '1 2" The State of California or its officers or agents shall not be respi:nsible for the accura.:y or completeness of elect-onic copies of this plan sheet. To get to the Caltrans web site, go to: http: /'/www.dc�:.ca, -lov Masonry: fm = 500 psi' = 1 9500 psi s f == 249000 psi n = :�10 Reinforced Concrete: f c = 19450 psi' = 39600 psi s f =_ 24,000 psi n = i 0 Earth = 120 I b,/,f t 3 Minimum allowable soiI bearing capacity of foundation mater i o I = 2.0 ksf Guard rai I in:l, see Note 3 ;tion -0110 v ota1 5 I Design loading: Case I and II, see B3_8 Type 6A, similar 01 Reinforced �I concrete stem l -W TYP _= 6B WALL Type Design H 3'-4" 4'-0" 4'-� 6B W 2'-911 3,-o„ 3,- 6B OA 16 6B #5 Cv 15 #5 12 15 #5 15 6B 0 #5 16 #5 16 #5 6B OD #5 15 #5 15 #5 6B OE #5 15 #5 15 #5 G� Toe of s I opE intersection X � lD `o 11 BO -3 = 3-1 ' Except cant i nuous :••:�:••1 ery i ous backfill ....... 5 P I I A\N' not required 8 l� E #5 Total 5 Ex: 61 Sot r-? �O'000""-? ESS/pN q 0 EXP. q G� W 3 9-30-2015 N m No. 21871 civi�_ ! STATE OF I_:ALIFORNIA DEPARTMENT OF -TRANSPORTATION RETAINING WALL NPI. 6 6'-0" MAXIMUM No scnLE SHEET 7 C)F 11 a) W 5'-411 6,_oll � 3,_9�, 4,_o„ #5 @, 16 #5 916 #5 CA 16 #5 16 16 15 #5 Cv 15 #5 12 15 #5 15 #5 12 Ex: 61 Sot r-? �O'000""-? ESS/pN q 0 EXP. q G� W 3 9-30-2015 N m No. 21871 civi�_ ! STATE OF I_:ALIFORNIA DEPARTMENT OF -TRANSPORTATION RETAINING WALL NPI. 6 6'-0" MAXIMUM No scnLE SHEET 7 C)F 11 a) W I/2 I I Premolded expansion joint filler See Table A Vertical LOL n for Offset —Stem as constructed APPROXIMATE WALL OFFSET VALUES Not required for wa I I Types 3 and 4 Values for offset i ng forms to be determined by the Engineer. TABLE A #5 Waterstop PLAN OF WALL WITH rBO43 - ) RRTnrF nFTOTI a (see 45 PLAN OF WALL WITH EXPANSION JOINT ONLY 0 #5—(Al �11 (A1 2 - 2 /-Oil #5G,1 6 #5-1-, a12 o o #5 0 5 916 Ret Wall Reinf Anil 20 011 VC AT TOP OF WALL H Offset Where H 41-121 plans LOADING 200 1 4'-1 6' H 160 H 18'-20' batter 140 Case I H 22'-24' �► 130 ,22'-24' Dimensions O1 , O2 and O3 to 21/2" #5 Waterstop PLAN OF WALL WITH rBO43 - ) RRTnrF nFTOTI a (see 45 PLAN OF WALL WITH EXPANSION JOINT ONLY 0 #5—(Al �11 (A1 2 - 2 /-Oil #5G,1 6 #5-1-, a12 o o #5 0 5 916 Ret Wall Reinf Anil 20 011 VC AT TOP OF WALL SLOPE CHANGE Where shown on the plans I/211 Exp Jt if required 11 a16 +� u—;I' FOOTING STEP 0 #6 a12 N 0 #5G,1 6 �— # 5 =y Total 3 T . T#5l , II * _ Bridge Detail 3-4 1 0 1 11 1'-011 Bridge Detail 3-4­� *Omit when Bridge Detail 3-4 5'-0" Max is not required. PLAN (For return wa I I Type ''A11) 2-#5�� FG near side L Top of wall level � 2_ -4 LOL FG near side - 0 ELEVATION #5@16 RETURN WALL TYPE ''A11 Use where H=8' or less r-% I A A I LOL Backf i I I suf f i c i ent l y 6" to prevent ponding. To be done after removal of wall forms I 1, I and before backfilling I I behind wa I I . c � P I ace FG concrete in 0 toe aga i rst �� -1 undisturbed material Place waterstop as shown when required FG 10 3-1 except as 311 Holes permitted by the Eng i neer. at 14 '-gll centers DESIGN AND DRAINAGE Ret Wal I Reinf 0 #62 01112 -#5 -o - #5 c\j @ 6 0 -0 #5— 16 2-011 0 #5@16 #5 @1 6 Level + 240 psf Surcharge CASE D \ed .� The State of California or its officers or agents shall not be responsible for the accuracy or completeness of electro is copies of this plan sheet. - — To get to the Caltrans web site, go to: http: //vtww.dot.c(i.go-� CAS== ZI 240 psf Surcharge ��oo CD _ o x Lo => C:ASEI DETAIL. OF DESIGN v 1 1 I/21 0 Bridge Detail 3-4—J *Omit when Bridge Detail 3-4 is not required. ( For return wo I I Type 111311) PLAN ( For return wall Type "C11) L LOL � L A / n I 1L A_ I w/ I! L A__ —Top of wall level FG near si 2-�. o Qo 5@,16 2-# ELEVATION RETURN WALL TYPE "B" Use where H=10' or more on offset walls 0 #5- rn @16 -011 2 0 #5---]�N G,1 6 RE: t Wa Rei of #5 Tota 1 3 #F (41 6 0 .' #5 Total 4 PLAN ( For return wall Type 111)11) Dp of Wall level 3'-011 G near s i ' ELEVA-BION RETURN WALL_ TYPE "C" Use where H-10 or more on straight walls LOL 2-#!", Total 4 ELEVATION RETURN WALL TYPE "D" Use where H=6' or less s �ppf 4:S�:ttJ,� > h Q Z0) r 1 J3 NOTESO WU 17186 �' 6�� , � t Design Conditions: 14,x, �`�%;, -ND "H11 may be exc I Design exceededby 6 = i1 � before going to the next size. Special r; ��'� footing design is required where foundation material is I ncc. pab I e of supporting toe pressure I i :>ted in table. I Return wa I I not reau i red un I ess shown 00 elsewhere. Design Data: fc = 1,450 psi' = 3,600 psi s f = ::'49000 p:: i n= 10 earth = 120 I b/f-t-3 240 psf surcharge: Equivalent f l u i d pressure 36 psf /Ft maximum for determination of toe pressure. 27 psf /Ft minimum for determination of heel pressure. Earth pressures for 2:1 unlimited slope, 1x/2:1 slope, and 11/2:1 unlimited slope, determined from Rank i ne's formula with 0=33042/. RECORD DRAWING ROFESSIQ STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION Q� E)',. 0 3 9-30--2015 ,N F^ RETAINING WALL Nin .,8 DETAILS No. 1 sTq ,tea OF (A<`' NO SCALE SHEET 8 OF- 11 z_8.. � '� _\01 LOADING CASES � Standard batter Case I Level + 240 psf surcharge �► Case 11 2:1 Unlimited slope Dimensions O1 , O2 and O3 to be as shown e I ,:�ewt�er-�� 40 Case I I I 11/2:1 Limited sIope in the Project Plans. 0) 5'-0" Max height) 40 Stem width at base of haunch to be deferm i nE;.d +240 psf surcharge as shown. NOTE: Surcharge Limits Shown /kpp I y To Retaining Walls Type 1 STEM WIDTH AT B �\SE OF HAUNCH Ret WalI and 3.Reinf ..._ lZ j Bridge Detail 3-4—J *Omit when Bridge Detail 3-4 is not required. ( For return wo I I Type 111311) PLAN ( For return wall Type "C11) L LOL � L A / n I 1L A_ I w/ I! L A__ —Top of wall level FG near si 2-�. o Qo 5@,16 2-# ELEVATION RETURN WALL TYPE "B" Use where H=10' or more on offset walls 0 #5- rn @16 -011 2 0 #5---]�N G,1 6 RE: t Wa Rei of #5 Tota 1 3 #F (41 6 0 .' #5 Total 4 PLAN ( For return wall Type 111)11) Dp of Wall level 3'-011 G near s i ' ELEVA-BION RETURN WALL_ TYPE "C" Use where H-10 or more on straight walls LOL 2-#!", Total 4 ELEVATION RETURN WALL TYPE "D" Use where H=6' or less s �ppf 4:S�:ttJ,� > h Q Z0) r 1 J3 NOTESO WU 17186 �' 6�� , � t Design Conditions: 14,x, �`�%;, -ND "H11 may be exc I Design exceededby 6 = i1 � before going to the next size. Special r; ��'� footing design is required where foundation material is I ncc. pab I e of supporting toe pressure I i :>ted in table. I Return wa I I not reau i red un I ess shown 00 elsewhere. Design Data: fc = 1,450 psi' = 3,600 psi s f = ::'49000 p:: i n= 10 earth = 120 I b/f-t-3 240 psf surcharge: Equivalent f l u i d pressure 36 psf /Ft maximum for determination of toe pressure. 27 psf /Ft minimum for determination of heel pressure. Earth pressures for 2:1 unlimited slope, 1x/2:1 slope, and 11/2:1 unlimited slope, determined from Rank i ne's formula with 0=33042/. RECORD DRAWING ROFESSIQ STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION Q� E)',. 0 3 9-30--2015 ,N F^ RETAINING WALL Nin .,8 DETAILS No. 1 sTq ,tea OF (A<`' NO SCALE SHEET 8 OF- 11 z_8.. Grate ( See Gr, 3" x 1 '-0" Overf low scupper where shown WALL DRAIN DETAIL Rectangu I a opening Sidewalk or, PCC top slab #5 16 1 '-0" Typ 6" 6" _ C # 5L -i 16 #5 Deformed meta -N c pipe 0.135" thick NOTE: Area of opening to be not less than that of p i pE- f rom wall gutter. Make opening transition in wa I I. Edge opening in curb face to %4" minimum radius. OUTLET DETAIL - SECTION B -B RETAINING WALL, FACE OF WALL OUTLET drain is 4" or less. For larger pipe see Outlet Detail -Section B -B. RETAINING WALL, GUTTER OUTLET TYPICAL GUTTER DETAIL Gutter I evat i on Standard vert i c RECORD DRAWING os s �0��/0 Apprcx i mate FL S O. �0 LOL Return vval WALL DRAINAGE Re WH -RE GUTTER NOT REQUIRED Top o LVL PLAN --OFFSET WALL PLAN -CONTINUOUS WALL DRAIN THROUGH RETURN WALL #5 4,q Max Max 48' Limits of special Reirf and vertical Re i of The State of California or its officers or agents shall not be respor :sible for the accuracy or completeness of electrcnic copies of this plan sheet. To get to the Caltrans wet site, go to: http: //,r,ww.dot.c::.golf Top of w SECTION A- A #5 x 7" Rei n -f'-- Tack weld to top of pipe, ends flush with pipe. WALL c r DRAIN Standard vertical reinforcement plus additionaI vertical Standard vertical Re i of above and bars corresponding in size and number to bars below opening (both faces cut by the opening. Place haIf on each side. Extend the additional bars into t ,)e footing #6 x (A+3'-0") Tota I 2 (back face only, I the same as other vertical wall reinforcement and to (Omit for "A" less than 121' a minimum of 60 bar diameters above the top of utility opening if wall height permits. 1'-0" 4 -Bundle bars as required. #5J Total 6 a00DV ix c� 2-#8 Tota 9(f GRATE DETAIL Sizes to fit standard hubs Hor I zonta I Re I of to be standard except as shown. All Reinf to clear opening by 2" minimum. Expansion joints sha I I not be I occ -ted within the limits of special reinforcing. 119���1 WITH Gutter F_ 6" x 1'-2" Std pipe 6-:Y4" x 10il slots in pips equal I spaced -Plastic pipe PIPE DOME U U 1 Cc Pilo. 171 rh° EX0. 6-30-1 s� cmc- q OF 6,116 It 7 630 �- STATE OF CALIFORNIA Bridge Detail 3- 2 2-#8 x (A+ 4' -O") 0") Total 4 DEPARTMENT OF TRANSPORTATION (omit for A less than 12") RETAINING WALL RETAINING WALL UTILITY OPENING Max size of opening (A) = 48" DETAILS No. 2 To be used in conjunction with shAZ NO SCALE IPO I;:) Z 11j X 1,:) ..110 I` - ')D Z "7 E13--9_____ SHEET 9 OF ' 1 5-01-05 PHASE IAGRAM GROUP A GROUP B z--� SIGNALS C,* Q STANDARD VEHICLE WALK -°W 0 1 0 2 0 3 0 4 N 0 z _DON'T f— 0 0 �j X CONDUCTOR--RUKnA 15' An AMA 0 5 0 6 O GENERAL NOTES: 1. TRAFFIC SIGNAL AND LIGHTING SHALL CONFORM TO CALTRANS STANDARD SPECIFICATIONS AND STANDARD PLANS (DATED MAY, 2006), THE CALIFORNIA M.U.T.C.D., THE SPECIAL PROVISIONS, AND THIS PLAN. 2. CONTRACTOR SHALL FURNISH ALL EQUIPMENT AND MATERIALS INCLUDING ALL MOUNTING HARDWARE EXCEPT AS NOTED. 3. LOCATION OF ALL UNDERGROUND UTILITIES ARE APPROXIMATE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS AND VERIFY ALL CONDITIONS ON THE JOB SITE. PHONE UNDERGROUND SERVICE ALERT AT (800) 642-2444. POT HOLING REQUIRED FOR UTILITIES SHALL BE THE RESPONSABILITY OF THE CONTRACTOR. 4. OBTAIN APPROVAL FOR EXACT EQUIPMENT LOCATIONS FROM THE ENGINEER IN THE FIELD PRIOR TO FINAL PLACEMENT OF SIGNAL POLES. 5. ALL PULL BOXES SHALL BE #5 AND CONDUIT 3" RIGID GALVANIZED METAL EXCEPT AS SHOWN ON PLAN OR AS NOTED IN SPECIFICATIONS. ""ON STRU CTI ON NOTES: = CONSTRUCT FOUNDATION FOR & RELOCATE EXIST. TYPE 170 CONTROLER AND 332 CABINET. TO THIS LOCATION. REMOVE EXISTING FOUNDATION. L1 = CONSTRUCT FOUNDATION FOR & RELOCATE EXIST. TYPE III BF SERVICE TO THIS LOCATION. REMOVE EXISTING FOUNDATION. 30 = CONSTRUCT FOUNDATION FOR & RELOCATE EXIST. POLE©TO HERE. REMOVE EXISTING FOUNDATION 7 = CONSTRUCT FOUNDATION FOR & RELOCATE EXIST. POLEOD TO HERE. REMOVE EXISTING FOUNDATION L-01241111,111MVIII54 / a CONDUCTOR SCHEDULE SIGNALS C,* 0:'m STANDARD VEHICLE WALK -°W �e REMARKS cr�nLs _DON'T WALK 0 0 �j X CONDUCTOR--RUKnA 15' An AMA O 19-4-80 25, MAS SP -1-T 04 Z -4 ZZLn zLn o �75_ ©1A TV- 2- T > 04 C O 26-4-80 15' SV -1 -T MAS SP -1-T 02 04 RELOCATE POLE & SIGNAL 40, LT -MAT EQUIPMENT AS SHOWN O 1A TV -2-17 SP -1-T 04 02 RELOCATE POLE & SIGNAL Q � Q EQUIPMENT AS SHOWN QRpFESS/ONq` SV -1-T �O Hi PRE-EMPTION E 26-4-8015, 40 MAS 07 vP a SHEE-_ 02 10 EXP. 3-31-201 MAS -4B O1A TV -2-T SP -1-T 02 15, SV -1-T © 26-4--80 40 MAS LT -MAT O1 A TV -2-T '' ommm�meemeee�oom�mm� SERMCE PRIMARY * REMOVE EXISTING CABLE / CONDUCTOR. INSTALL NEW CABLE / CONDUCTOR. POLE SCHEDULE / a ARM SIGNALS C,* LOC. STANDARD VEHICLE WALK -°W �e REMARKS cr�nLs _DON'T WALK 0 0 �j X 15' SV -1-T O 19-4-80 25, MAS SP -1-T 04 Z -4 ZZLn zLn o �75_ ©1A TV- 2- T > 04 C O 26-4-80 15' SV -1 -T MAS SP -1-T 02 04 RELOCATE POLE & SIGNAL 40, LT -MAT EQUIPMENT AS SHOWN O 1A TV -2-17 SP -1-T 04 02 RELOCATE POLE & SIGNAL Q � Q EQUIPMENT AS SHOWN QRpFESS/ONq` SV -1-T �O Hi O 26-4-8015, 40 MAS 07 vP a SHEE-_ 02 10 EXP. 3-31-201 MAS -4B O1A TV -2-T SP -1-T 02 15, SV -1-T © 26-4--80 40 MAS LT -MAT O1 A TV -2-T OF BAKESIELD, CALIFORNIA RECORD DRAWING L I LO ' I MIM 1 I 11 I n II I � I II II I I ( I II II II I II II I I I I II 11 I I II I y I tl II I II " EXIST 2 C,4dlc I, „ I' N. NEAST BRUNDAGE L-ANE� - II II I 03 H II I �_ V ,✓ W --V _w —V _w _w _ y y — W V W V �� ;- • /1/04 04 04 \ \\\Q ------------------------------- 1.50 Iliz_ - /� N ---- ---------------------- __----_._- _._--_-._---. - -- -- 5 05`--;-- --------------- - ------------------------------------- � a , 7 -- SD SD --- ---- -- ---- ---- -- - — SD — SP — SD — Sjl S7 SD D SD SD SD -�- SD — SD —.SI) SD SD SD -- SD SD SD SD -- SD -- Sa ---- SD --- SD SD � '>D SJ -- SD - --- S� - 0'ry� ' 6J4L T VR— SYR— SVR— SVR— O SVR— SVR p�VR-- SV S a SVP- WR— SYR--- SVR— SVR—_ SVR _ SVR— SVR— SVR— SVR— SVR— SVR-- SVR--- SVR-- SWR— S-rk----- Tvz ✓N— - S'vR--- '.'.K SbR = -SVR— S✓ •-SVK---- 12+00 06 ti N 6J4U I S —SVR— SVR S RSVR— SVR— SYR— SVR S IV - —SVR— SVR— SWR— SVR— SVR— SVR -- SWR -- SVR--- SVii-- S✓R----- :: `.'K---- `.✓R----- SVK-- SVR---- SSR---- SVN--- -- -.'.K--- S.� ---�-- a " 0 1110 ----- S I 041 _EXIST 1 CL2dIc 5JIU I a ' 05 EXIS"' 2" C 1 dl 214U I -V V —V —V —W —W—V--I---Y I i 214L I I I I I , I _w _w _w _w — y — V FO 02 I c I cn a _w _w —V —V —V ----- I 042 I , 2 EXIST. 1.5" C. d 1 FIBER OPTIC CABLE � I V -- V -- V — V — V V v V V V v ---- V -- V �' --- V - • -- -- - - --- - ---- ---- `✓ '--- ✓ --- ---- ✓ -- --- o _ 1v WV N �� — FO F( ti 1,0 — FO OI —�= F - FO FG - -- N ' R.O.W. UNE �� — wv — -- -- ------ -- -- -- —; — a 6 / \03 \\ �\ \ 03 Wolk.I n. UF 9 \ 1`\ \- \ 11 1 1- — O ' EXIST 3 C, 3#6' ' t III � II NI I I I II ql I I it I I II I I EXIST 3" C, 3#6 III II I I 3 II � II I I I II I I R i I I Il II VRA PVR�� I AR P`R r- co PVR i J PWR � I II III I I II H IIII 1) d I I'll II I I I I I d � III I II I II � t I 11 a I I � til I I o l l II I I 14 � I III I I I IH I 'I t ' _Ir i i r I I I > ll H z I II if EXIST. �G&E SERVICE POINT I 11 I I li� I Ill 2 a I n l N nl EXIST 1.5" I I II I I I ll C, 1 dlc l y a iii I �l ►I ; I I 11 I I ll I ll I w a I II I I I till Il / i t I I ul I I it I H I I I I I II I � I D I l 111 I H a I II I > I I nl I H I SCALE: 1" = 20' PUBLIC WORKS DEPARTMENT O "C FIBER OPTIC BOX RELOCATE AS NOTED "C, 2#6 AND RESPLICE AS NEEDED. NOTE; SPECIAL TOOLS AND TRAINING ARE REQUIRED TO SPLICE FIBER PER CITY STANDARDS. CONTACT JOHN USSERY ® (661) 326-3581 FOR C`ETAILS. > I a N 1 y I a i I I i t a N � I 02 2 - W — W — V ---I v — W V �► 7 v --- - -- I - v 4---- - -- - N % 2 p Cc 1 wV � --- FO \WU s / J AB � AV _ y , 6 r / a C,* N J � J I 1 1 I MSI H I ' I I II �j X u ►A 7' O _ SD I. 6 �S I 04 ' N ' v I DETAIL ';.E. CORNER SCALE: 1" = 10' FIBER OPTIC BOX —EXIST. 1.5" C, 1 FIBER OPTIC CABLE 0 �w7_ 0 N � N a rt •'\ f M M G1 � x c � � � M • /C/^�i Ca�^ Vi V ac �° N wz Z < 1 y = oni W W I Q 0 o IJ 0 ZO(?i:�G� Q CL 0 C.1 w 0 (-,1 I-1_ O QZa►o00 U Lj Z 0��=:►WIY Z LLJ w Q ,? vi 0 LL- ZJ Qom' 0 _j I�J Q 0 S C, W I -j Q I— (/ �U�L3r-- UQCA0�� - U- < —) �w C w(c) �LoZ 'o0U,t�- o.wv C) Q_ t_J /W L l. 1 Q 1 ` cy J u Y -- a LA_ o W o m Z zz N' RELOCATE FIBER OPTIC v► 0 'Q C14 BOX TO THIS LOCATION Z > 11� JOE N0. 07219 CIV11- SI�TE OF r'Al \FDWG NI WSTRIPING CITY OF BAKERSFIELD PUBLIC WORKS TRAFFIC ENGINEERING COTTONWOOD ROAD AND BRUNDAGIE LANE TRAFFIC SIGNAL MODIFICATION PLAN C';J `AND EXP. f 6-30- 2 T9re OF CaL1F W a C,* N M MSI i �j X a W I ZZ Z z z ZZLn zLn o �75_ <(0 > x _" 'L1 x wQ �'- Q � Q o QRpFESS/ONq` O �O Hi Fy 07 vP a SHEE-_ La No. 26543 10 EXP. 3-31-201 JOE N0. 07219 CIV11- SI�TE OF r'Al \FDWG NI WSTRIPING CITY OF BAKERSFIELD PUBLIC WORKS TRAFFIC ENGINEERING COTTONWOOD ROAD AND BRUNDAGIE LANE TRAFFIC SIGNAL MODIFICATION PLAN C';J `AND EXP. f 6-30- 2 T9re OF CaL1F QAD� DE SIGN AND PAVEMENT DELENIATION NOTES: TRAFFIC STRIPING PAVEMENT LEGENDS AND RAISED PAVEMENT MARKERS SHALL BE PER CALTRANS STANDARD PLANS AND SPECIFICATIONS DATED MAY 2006, AND THE CALIFORNIA M.U.T.C.D., LATEST EDITION. PAINTING PROCEDURES FOR STRIPING AND MARKINGS SHALL BE PER STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. (APWA/AGC). ALL CONFLICTING MARKINGS SHALL BE REMOVED BY WET SANDBLASTING. ALL CONFLICTING RAISED PAVEMENT MARKERS SHALL BE PRIED OFF AND ANY REMAINING RESIDUE SHALL BE REMOVED BY WET SANDBLASTING. ALL SANDBLASTED AREAS NOT COVERED BY OVERLAY OR SEAL COAT SHALL BE FOG SEALED. ALL !GNING AND TRAFFIC CONTROL DURING CONSTRUCTION SHALL BE PER CALTRANS M.U.T.C.D., LATEST EDITION. ALL SIGN POSTS SHALL BE PER CITY STANDARD OR APPROVED EQUAL. ALL SIGNING AND STRIPING SHALL BE DONE BY THE CONTRACTOR AND APPROVED BY THE CITY OF BAKERSFIELD P'UBUC WORKS DEPARTMENT. S' ,,IPING AND MARKINGS SHALL BE TWO COATS OF WATER BASE PAINT EXCEPT WHERE NOTED OTHERWISE. ALL VATERIALS REQUIRED FOR SIGNING, STRIPING, PAVEMENT MARKINGS AND PAVEMENT MARKERS SHALL BE FUR',�'SHED AND INSTALLED BY THE CONTRACTOR. LANE WIDTHS SHOWN ON THE PLAN ARE DIMENSIONED FROM THE FACE OF CURB OR EDGE OF PAVEMENT TO THE CENTER OF STRIPE OR BETWEEN CENTERS OF STRIPES. ALL EXISTING SIGNING AND STRIPING TO REMAIN THAT IS DAMAGED BY THE CONTRACTORS OPERATIONS SHAD BE REPLACED IN KIND AND AT THE CONTRACTORS EXPENSE. -T�' SOF BA � "JE�L][�, CALIFORNIA SIGN LEGEND ❑ = EXISTING SIGN TO REMAIN IQ = INSTALL NEW ONE POST SIGN = INSTALL NEW SIGN ON EXISTING SIGN POST = INSTALL NEW SIGN ON EXISTING STREET LIGHT POLE Q = INSTALL NEW SIGN ON NEW TRAFFIC SIGNAL_ POLE 0 = RELOCATE EXISTING SIGN = REMOVE EXISTING SIGN (SALVAGE TO CONTRACTOR) = SIGN LOCATION SIGN LEGEND R2-1 = SPEED LIMIT R3-7 = RIGHT LANE MUST TURN RIGHT R26(CA) = NO PARKING W3-3 = SIGNAL AHEAD (SYMBOL) W73A (CA) = RIGHT LANE TURNS RIGHT AHEAD G66-56 (CA) = TRUCK ROUTE G78-1(CA) = FREEWAY ' ONRAMP DIRECTIONAL SIGN G28-2(CA) = CALIFORNIA STATE ROUTE M3-4 = WEST M6-1 = RIGHT ARROW W34C (CA) = VERTICAL CLEARANCE CAUTION R6-1R/OM1-3 = ONE WAY / OBJECT MARKER I 1 11 , II II I1 I II 11 , II 11 II EAST BRUNDAGE LANE I I I I ❑ /,❑ R26 (CA) -----A----------- ------ -------------------------------------- i ♦ —r---- -------------------------------------- R26 (CA) ----- -- ------ - 1--------------------------------------- ---------------------_------------_--------------_-------_-_----_--------------_---------! CUT BACK MEDIAN NOSE FOR CW ❑ R4-7, TYPE N (CA SEE DETAIL ON IMPROVEMENT _ !p W34C (CA) TT - _ t PLAN FOR BRUNDAGE LANE R2_1 _ -___!-________-_ ----------------- a SHEET 3 OF 11 ----------- TYPE ---------------------------- (CA) ----_-- --- _- ------ --- - 042 041 R6-1 R OM1 3 R26(CA) ( I I R26(CA) G78-1(CA) , , ❑ R4 -7,I - - - - I � G66-56(CA) R2-1 J, I I t 4 t I t I' IR26(CA) � I u d 4' I I I �ti I I n Q I I I u I 1 I I I � ( 1 DET. 38 n. D pET. 18 ii t t Q 0 i If O LA- I CE O o n 1 „oft 00 R3-7 n In r -t1 p F2 I G28-2(CA) t 1I I, 11 t 0 i i i I t' 1 M3-4 ii t ' _ 1— ! 1 M6 -1I n ao I 11 ❑ Wf -3 0 DET. 38A U i ii I ♦ 1 p e e I II p e e ( u I e l tl I e I 11 ry e � t o t JOIN EXIST li ' t ut �i II I 1 1 II 1 Y II STRIPING I t l I I I R26(CA) , IMIt ► I 11 I I 1 f I II 1 I 11 J ❑ R2-1 I 1 I ❑ 2-1 S t SVR--- SVR-- SVR SVR— � 1 � 71 11 I ( 1 r �\�1 '1 I 11 1� t I Y I I I Il �► ; \ \ I 1 I I 1l I tl HH I II r r r \ I t. h, p 0 �4 LUNE R26(CA) 1I 11 STA TE ROUTE 1/l—KER-58 tll I I 043 I �'� �' �; J/ STATE MAP NO. 6 ICER 58 R-55.52 / 54.97 I 11 I I I Y I 1 I 3A(CA) I 11 I -- I 11 — I I 11 I 11 PUBLIC WORKS DEPARTMENT CW = INSTALL 12" WHITE CROSS WALK STRIPE AS SHOWN F33-8-1 = INSTALL TRAFFIC STRIPE PER CALTRANS STANDARD PLA'q NO'S. A20A, A206, AND A20D. NUMBER IN BOX INDICATES DETAIL NUMBER ON STANDARD PLAN. = INSTALL TYPE IV(R) WHITE ARROW CENTERED IN LANE AS SHOWN. 043 = STREET LIGHT NUMBER PER C.O.B. RErOR'� A vvI'11\1 G Is e e 04 +,1 Fell 44.19- M' �/1 Lj l t l r � r Qtdw` SCALE: 1" = 40' t:] 7- /A W J cr. LLI 00Z ` � W � a CD�V�0 a ki U U > va r� Z z 0 0 p)WQ � 2 —J LL C� LLI ,W I F- Q�=�► c,O Lj O w I 11-- 01) m `- 0 I O OZ'O0C!— p - CL rY OU-. U � c u- W o� `✓f (!) 7 — 0 r�1 H C4 w L) i 00 � N 2 w �1 = Lj x �L w! Q t- L Lil a o Z w I v) T p T Of O w Y L.Lj p C) D U D x 7- a0c) mY J cr. LLI 00Z < zw1Z) LIJ � a CD�V�0 a ki U U > va r� Z z 0 0 p)WQ � 2 —J LL C� LLI ,W I F- Q�=�► c,O Lj O �OO�Qw I 11-- 01) m `- 0 I O OZ'O0C!— p - CL rY OU-. U Z I- C�L. oO w u- W I= `✓f (!) 7 — CIVIL P r`OF, CAI.�DWG NEWSTRIPING CITY OF BAKERSFIELD PUBLIC WORKS TRAFFIC ENGINEERIN(7' COTTONWOOD ROAD AND BRUNDAGE LANE TRAFFIC SIGNAL SIGNING AND STRIPING PLAN <fl`WAND5i E:XP. 91 A �� 9�f C)F' CAL\FCi� 7 Y � a p U U > Gzl LL- O 7 p - cv p"1 0 w L) i w 2 �1 = Lj x Q t- L Lil a o Z w I v) 3 Z z n C- i Q D Q� 1 w w a CC o -� Q i- Z ! LJ �_ aLLj Qw U a UOf 0 - o OPROFESS/OH ` q ell Fti_ � R. HqN 'rn SH=ET OF w 26543 No. EXP. 3-31-2012 JOB 110. 0 219 L* CIVIL P r`OF, CAI.�DWG NEWSTRIPING CITY OF BAKERSFIELD PUBLIC WORKS TRAFFIC ENGINEERIN(7' COTTONWOOD ROAD AND BRUNDAGE LANE TRAFFIC SIGNAL SIGNING AND STRIPING PLAN <fl`WAND5i E:XP. 91 A �� 9�f C)F' CAL\FCi�