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HomeMy WebLinkAbout1.1-6916 Ph 2 Record DrawingTRACT NO. 6916., UNIT Z STREET IMPROVEMENT PLANS BAKERSFIELD., CALIF, ORNIA GENERAL NOTES 1. 24 HOUR NOTICE WILL BE REQUIRED FOR TESTS AND INSPECTIONS. 2. ALL COMPACTION TESTING SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. THE NUMBER AND LOCATION OF THE COMPACTION TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. 3. CONTRACTOR SHALL STAMP AN "S" ON THE CURB FACE INDICATING LOCATION OF EACH OF SEWER LATERAL. 4. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION SECTION SHALL BE GIVEN 24 HOURS NOTICE. (661) 326-3049 5. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT ALL UNDERGROUND IMPROVEMENTS, WITHIN THE AREA OF THE STREET RIGHT OF WAY, HAVE BEEN COMPLETED PRIOR TO THE START OF ANY CONSTRUCTION PAVING. 6. STREET SIGNS AND STREET LIGHTS SHALL BE INSTALLED AT THE EXTENSION OF THE LOT LINE AND WHERE THEY HAVE BEEN INDICATED ON THESE PLANS. THE CONTRACTOR SHALL ENSURE THAT ALL LIGHTS AND SIGNS ARE PROPERTY INSTALLED PER CITY STD. T-1. 7. SIGN PANELS SHALL BE MOUNTED ON POSTS WITH HAWKINS M2G SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR EQUAL. ROADSIDE SIGNS INSTALLED PER CITY STD. T-19 SHALL BE LOCATED WITHIN 6" FROM BACK OF SIDEWALK. 8. 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. 9. PRIOR TO THE ADDITION OF ASPHALT BINDER, THE COMBINED MINERAL AGGREGATE FOR TYPE A (MODIFIED) OR TYPE B (MODIFIED) ASPHALT CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF SECTION 39-2.02, 'AGGREGATE," OF THE STANDARD SPECIFICATIONS FOR 3/4" MAXIMUM, MEDIUM GRADING. 10. 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 ASPHALTS," IN SECTION 92-1.02, "GRADES," OF THE STANDARD SPECIFICATIONS. 11. 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. 14. 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 THE AGGREGATES TO BE INCORPORATED IN THE WORK CONFORM TO THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MATERIAL SIEVE ANALYSIS AND SAND EQUIVALENT TEST RESULTS SHOULD NOT BE OLDER THAN SIX (6) MONTHS. ALL OTHER TEST RESULTS SHOULD NOT BE OLDER THAN ONE (1) YEAR. C. 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 CONTRACTOR SHALL BEAR ALL COSTS ASSOCIATED WITH THE ASPHALT CONCRETE MIX DESIGN. 15. WHERE NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM TO EXISTING PAVED SURFACES, THE EXISTING PAVEMENT SHALL BE SAW CUT IN A NEAT STRAIGHT LINE, EITHER PARALLEL OR PERPENDICULAR TO THE CENTERLINE OF THE STREET, AND AT A MINIMUM DISTANCE OF ONE (1) FOOT FROM THE EXISTING EDGE OF PAVEMENT. 16. 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, "SUBGRADE," OF THE STANDARD SPECIFICATIONS SHALL BE MEI. 17. THE AREA TO WHICH PAINT BINDER HAS BEEN APPLIED SHALL BE CLOSED TO PUBLIC TRAFFIC. CARE SHALL BE TAKEN TO AVOID TRACKING BINDER MATERIAL ONTO THE EXISTING PAVEMENT SURFACE BEYOND THE LIMITS OF CONSTRUCTION. 18. PAVING SEAMS SHALL BE LOCATED TO MATCH DESIGNED TRAFFIC LANE STRIPE LOCATIONS UNLESS OTHERWISE PERMITTED BY THE CITY ENGINEER. 19. 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 SHALL BE HAND RAKED, IF NECESSARY, AND COMPACTED TO FORM SMOOTH, TAPERED CONNECTIONS. 20. 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 LENGTH 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. 21. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS MORE THAN 0.15 FOOT, PAVING OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT THE LAYER OF ASPHALT CONCRETE IS PLACED ON ALL 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 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. 22. 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. 23. 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 REQUIRED RELATIVE COMPACTION IS NOT BEING ATTAINED AND THAT THE MATERIALS OR PROCEDURES, OR BOTH, IF NEEDED, ARE TO BE ADJUSTED. 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 CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT MEETS THE IN-PLACE DENSITY REQUIREMENTS. 24. IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE RELATIVE COMPACTION IS EITHER LESS THAN 909 OR MORE THAN 969, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT DOES MEET THE IN-PLACE DENSITY REQUIREMENT. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. 25. THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL BE DETERMINED BY: A. A PROPERLY CALIBRATED NUCLEAR ASPHALT TESTING DEVICE IN THE FIELD, OR B. ASTM D 1188 WHEN SLABS OR CORES ARE TAKEN FOR LABORATORY TESTING. ZINC STEARATE MAY BE SUBSTITUTED WITH PARAFFIN. C. IN CASE OF DISPUTE, METHOD "B" SHALL BE USED. 26. IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED SURFACE TOLERANCES, IT SHALL BE BROUGHT WITHIN TOLERANCE BY EITHER: A. ABRASIVE GRINDING WITH EQUIPMENT UTILIZED DIAMOND BLADES, B. REMOVAL AND REPLACEMENT, OR C. PLACEMENT OF AN ASPHALT CONCRETE OVERLAY. THE METHOD WILL BE SELECTED BY THE CITY ENGINEER. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. 27. 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 GROUND AREAS 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 CONTRACTOR'S EXPENSE. THE FOG SEAL COAT SHALL BE EITHER ASPHALT REJUVENATING AGENT OR ASPHALTIC EMULSION AS DIRECTED BY THE ENGINEER. 28. ARTERIAL AND COLLECTOR STREET BASE MATERIAL SHALL 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 7 ....... WHICH ALLOWS UP TO 509 OF THE VOLUME TO BE RECLAIMED ASPHALT CONCRETE PORTLAND CEMENT CONCRETE, LEAN CONCRETE BASE, CEMENT TREATED BASE OR A COMBINATION OF THESE MATERIALS. OTHER RECYCLED BASES SHALL NOT BE ALLOWED. AGGREGATE BASE SHALL BE COMPACTED TO A MINIMUM OF 959 OF MAXIMUM DRY DENSITY. 29. PAVING CONTRACTOR SHALL GRADE THE PAVING AREAS TO THE FOLLOWING MODIFIED CALTRANS STANDARD SPECIFICATION SECTION 19-1.03 PER THE CITY OF BAKERSFIELD: 37 3� 35 34 33 32 31 30 29 UNIT BLOCK WALL 1,854 LF 1 6 EACH 30' CURB RETURN WITH ACCESS RAMP 3 EACH TYPE A ASPHALT CONCRETE 1, 442 TONS TYPE B ASPHALT CONCRETE 2,143 TONS CLASS 2 AGGREGATE BASE 2,998 CY STREET SURVEY MONUMENT W 1 401 41 42 43 44 45 46 KEY MAP SCALE: 1 "= 200' 200 0' 200 32. CONTRACTOR IS RESPONSIBLE FOR PRESERVATION AND OR PERPETUATION OF ALL EXISTING MONUMENTS WHICH CONTROL SUBDIVISIONS, TRACTS, PROPERTY BOUNDARIES, STREETS, HIGHWAYS, OR OTHER RIGHT-OF-WAY EASEMENTS. CONTRACTOR SHALL PROVIDE A MINIMUM OF 10 WORKING DAYS NOTICE TO PROJECT ENGINEER/ SURVEYOR PRIOR TO DISTURBANCE OR REMOVAL OF EXISTING MONUMENTS. PROJECT ENGINEER/SURVEYOR SHALL COORDINATE WITH CONTRACTOR TO RESET MONUMENTS OR PROVIDE PERMANENT WITNESS MONUMENTS AND FILE THE REQUIRED DOCUMENTATION WITH THE COUNTY SURVEYOR PURSUANT TO BUSINESS AND PROFESSIONS CODE SECTION 8771. 33. A PRE -CONSTRUCTION CONFERENCE WILL BE REQUIRED FOR THIS PROJECT. CONTACT THE CONSTRUCTION DIVISION AT (661) 326-3106 OR (661) 326-3049 AT LEAST 10 WORKING DAYS PRIOR TO THE DESIRED START OF CONSTRUCTION TO SET UP AN APPOINTMENT FOR THE PRECONSTRUCTION CONFERENCE. 34. NO CITY INSPECTIONS WILL BE GIVEN FOR THE WORK IN THIS AREA UNTIL A SUBDIVISION PERMIT WITH APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINED. 35. ANY WORK CONNECTING TO EXISTING PUBLIC FACILITIES FROM PRIVATE PROPERTY WILL REQUIRE AN ENGINEER'S ESTIMATE FOR THE WORK IN THE EXISTING PUBLIC RIGHT-OF-WAY TO ESTABLISH THE NECESSARY DEPOSIT FOR A STREET PERMIT. (FOR TRACTS WITH PRIVATE STREETS, PARCEL MAP IMPROVEMENTS, OR PUBLIC TRACTS WITHOUT RECORDED MAPS) 36. INSTALL BLUE MARKERS AT CENTERLINE FOR FIRE HYDRANT LOCATIONS. 37. STREET LIGHT LUMINAIRES ARE TO BE LED AS SPECIFIED IN COB SPECIAL PROVISIONS SECTION 86-6.01 OR AS APPROVED BY THE CITY ENGINEER. 38. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO (2) WORKING DAYS PRIOR TO CONSTRUCTION. IMMEDIATELY PRIOR TO PLACING SUBSEQUENT LAYERS OF MATERIAL THEREON, THE GRADING PLANE SHALL CONFORM TO THE FOLLOWING: A. WHEN ASPHALT CONCRETE OR ASPHALT CONCRETE BASE IS TO BE PLACED ON THE GRADING PLANE THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.04 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. B. WHEN THE SUBBASE OR BASE MATERIAL (OTHER THAN ASPHALT CONCRETE BASE) IS TO BE PLACED ON THE GRADING PLANE, THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.04 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. 30. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN THE EXISTING ACCEPTED STREET RIGHT OF WAY UNLESS SECURED BY A SUBDIVISION AGREEMENT. A DEPOSIT BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK TO BE PERFORMED WITHIN THE RIGHT OF WAY AND INSURANCE SHALL BE PROVIDED PRIOR TO ISSUANCE OF THE PERMIT. 31. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL ALONG CITY STREETS FOR THE DURATION OF THE WORK, INCLUDING NIGHTS, WEEKENDS AND HOLIDAYS. TRAFFIC CONTROL SHALL CONFORM TO THE GUIDELINES OF THE STATE OF CALIFORNIA DEPARTMENT OF OF TRANSPORTATION'S "MANUAL OF TRAFFIC CONTROL FOR CONSTRUCTION AND MAINTENANCE WORK ZONES" AND CITY STANDARDS. ONE LANE FOR EACH DIRECTION OF TRAFFIC SHALL BE MAINTAINED AT ALL TIMES. THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE START OF ANY CONSTRUCTION. NO STREET PERMIT WILL BE ISSUED NOR SHALL ANY CITY INSPECTION BE PROVIDED UNTIL SAID TRAFFIC CONTROL PLAN HAS BEEN APPROVED BY THE CITY ENGINEER. ENGINEER'S CERTIFICATE: THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH THE CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA, AND THAT THEY INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS, AND DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION SHALL BE CORRECTED AND SUCH CORRECTIONS REFLECTED ON CORRECTED PLANS SUBMITTED TO THE CITY ENGINEER. NOTE TO OWNER AND CONTRACTOR BREAKDOWN OF STREET LENGTHS QTQG'F'T (`I AC0,II7I(`ATI(')N UNIT Nn 9 LOCAL STREET 2,928 LF COLLECTOR STREET 1,885 LF NAATP-RIAI q I IqT HNIT NC)_ TYPE "B" CURB AND GUTTER 7,414 LF 4.5' SIDEWALK 20,704 SF 5.5' SIDEWALK 9,796 SF RESIDENTIAL DRIVEWAY APPROACH 12,580 SF STREET NAME SIGNS 8 EACH BLOCK WALL 1,854 LF 20' CURB RETURN WITH ACCESS RAMP 6 EACH 30' CURB RETURN WITH ACCESS RAMP 3 EACH TYPE A ASPHALT CONCRETE 1, 442 TONS TYPE B ASPHALT CONCRETE 2,143 TONS CLASS 2 AGGREGATE BASE 2,998 CY STREET SURVEY MONUMENT 8 EACH STREET LIGHTS 12 EACH BARRICADE 1 EACH MONUMENTS 8 EACH THIS PLAN HAS BEEN PREPARED WITH THE INTENT THAT QUAD KNOPF 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 FIRM OF QUAD KNOPF, INC. WILL NOT ASSUME ANY RESPONSIBILITY FOR ERRORS OR OMISSIONS, IF ANY, WHICH MIGHT OCCUR AND WHICH COULD HAVE BEEN AVOIDED, CORRECTED OR MITIGATED IF QUAD KNOPF HAD PERFORMED THE STAKING WORK. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL ALONG MOUNTAIN VISTA DRIVE AND BERKSHIRE ROAD. FILE NAME.• L:\Projects\2013\130205.02\ACRD\Improvements\STREETS\130205.02-CH1-CV.dwg - LAST SAVE 1/22/2016 8:06:05 AM 1101 SURVEYOR'S NOTE LEGEND (STA. 10+00 TO AC ASPHALT CONCRETE FL FLOW LINE o °w CHAIN LINK FENCE BC BEGINNING OF CURVE GB GRADE BREAK + STREET SIGN BCR BEGIN CURB RETURN INV. INVERT -0' STREET LIGHT BW BACK OF SIDEWALK LC LENGTH OF CURVE CALTRANS STD. PLAN CB CATCH BASIN LT LEFT RSP A88A CASE A CR CROWN OF ROAD PI POINT OF INTERSECTION DIRECTION OF GUTTER FLOW EC END OF CURVE PRC POINT OF REVERSE CURVE 0 PROPOSED SIDEWALK EP EDGE OF PAVEMENT 000.00 PROPOSED ELEVATION p SURVEY MONUMENTS TO BE SET ECR END CURB RETURN RT RIGHT EXISTING SURVEY MONUMENT ELEV ELEVATION R/W RIGHT OF WAY FIRE HYDRANT ASSEMBLY (000.00) EXISTING ELEVATI,3N 0.009 SLOPE, IN FOOT PER FOOT i PROPOSED TRAFFIC SIGN STA STATION ® PROPOSED STORM DRAIN INLET EF.P.U. EASEMENT FOR PUBLIC UTILITIES CITY STANDARDS SHEET INDEX ST -1 CURB AND GUTTER TYPE "B" 1. COVER SHEET ST -3 SIDEWALK ST -5 HOUSE NUMBERS FOR CURBS 2. INDEX SHEET ST -7 RESIDENTIAL APPROACH ST -9 STD. STREET SPECIFICATIONS J. GOLDEN SQUARE AVENUE (STA. 10+00 TO 19+30) ST -10 STD. STREET SECTIONS ST -13 ST -14 SURVEY MONUMENT STANDARD STREET LIGHT MAST ARM TYPE 4. BRENTHOUSE STREET (STA. 10+00 TO 15+75.75) ST -15 CUL-DE-SACS ST -16 STREET KNUCKLE 5. ROCHESTER COURT (STA. 10+00 TO 14+40.40) ST -17 STANDARD WIDE CROSS GUTTER D-16 GUTTER DEPRESSIONS 6. NEW BOND COURT (STA. 10+00 TO 14+40.17) T-1 STREET SIGN POST TYPE T-19 MISCELLANEOUS SIGN DETAIL 7. CONDUIT STREET (STA. 10+00 TO 15+49.94) T-34 TRAFFIC INTERCONNECT li�BENCHIVIARK 6" CONCRETE MONUMENT WITH BRASS CAP STAMPED L.S. 5565 IN MONUMENT WELL AT THE INTERSECTION OF ALONDRA DRIVE AND MOUNTAIN VISTA DRIVE. ELEVATION = 344.33 USGS DATUM BASIS OF BEARINGS THE WEST LINE OF THE NORTHEAST QUARTER OF SECTION 30, TOWNSHIP 30 SOUTH, RANGE 27 EAST, PER TRACT NO. 6328, UNIT TWO, AS RECORDED IN BOOK 58, OF MAPS, AT PAGE 3, K.C.R., TAKEN AS N00°47'51 "E. Know what's b@IOW. Call before you dig. 1-800-642-2444 NOTE: IMPROVEMENTS TO BE CONSTRUCTED SIMULTANEOUSLY WITH UNIT 1 CONTRACTOR IS RESPONSIBLE FOR PRESERVATION AND OR PERPETUATION OF ALL EXISTING SURVEY MONUMENTS WHICH CONTROL SUBDIVISIONS, TRACTS, PROPERTY, BOUNDARIES, STREETS, HIGHWAYS, OR OTHER RIGHT-OF-WAY EASEMENTS. CONTRACTOR SHALL PROVIDE A MINIMUM OF 10 WORKING DAYS NOTICE TO PROJECT ENGINEER/ SURVEYOR PRIOR TO DISTURBANCE OR REMOVAL OF EXISTING MONUMENTS. PROJECT ENGINEER/SURVEYOR SHALL COORDINATE WITH CONTRACTOR TO RESET MONUMENTS OR PROVIDE PERMANENT WITNESS MONUMENTS AND FILE THE REQUIRED DOCUMENTATION WITH THE COUNTY SURVEYOR PURSUANT TO BUSINESS AND PROFESSIONS CODE SECTION 8771. 8. BERKSHIRE ROAD (STA. 10+00 TO 16+50) 9. BERKSHIRE ROAD (STA. 16+50 TO 2J+18.49) 10. MOUNTAIN VISTA DRIVE (STA. 10+00 TO 16+85.53) 11. STREET CROSS SECTION DETAILS 12. SIGNING, STRIPING & MARKINGS DRAMON"G MV1•:;. YES AiAl'A0 AL APPROVED BY: 8t4S FIDLER, PUBLIC WORKS DIRECTOR DATE R.C.E. NO. 61069 EXP. 12131116 m _ N� M M M 0 REVIEWED BY: ASST. PUBLIC WORKS DIRECTOR DATE =-,-- 1/2-Y / 10 REVIEWED BY: TRAFFIC ENGINEER DATE , AER * b/ o� *tR >d0 u4i � J W u") > U u Z G Co 0 U') M M L0 �(Y- �W W z =W r U W OU til W00O t� I m _ N� M M M 0 z�°''��z a Q r7 a ^ ^ Y X U Lc) Q vWi :,, m 0 LJ m Q n v w m p X 1 0 V) a � 0, d j� tai 3 o LCL), V F - �� 0 U W U .0 Z W Z> a 0 L z DW Z Y ^ are) �aW Qp j Y m cy m 0 CU CL W m a oco Z � U o_ 0 o z Z Im O z LL a. V F - LL 0 0 N W W N W Z> o z 0 L z DW ^ are) �aW z z 0 -i n m Q 0 Z ave zod t_W� UWP CL W a oco PLOT DATE: JANUARY 21, 2016 JOB NO.: 130205.02 FILE NAME: 130205.02-CH1-CV SCALE: N.T.S. SHEET NO.: 1 OF 12 Know what's below. 0111 before you dig. PLE NAME.• L:\Proi6cts\2013\130205.02\ACAD\improvements 00 N Q0 INDEX SHEET SUMP17 18 g FUTURE TRACT 824 20 21 22 23 24 25 26 27 28 I DEDICATED PARK SITE 130205.02—CH2—INDEX.dwg — LAST SAVE 1/14/2016 4:23:45 PM PDT 1� SCALE: 1 "= 80' 80' 0' 80' MMEEMENEI LI-((PJfbU2 \NEER 4-(" b/ �' pyNER ydo NM Q W W) > U J id z V O x W W z c� z w U W O N M 0 V) m I I U- S 04 [L N W M M M R z rn z a V) ^ Y N X U Lc) U')Q m D z Uj m Q v C'1 W m O < Omi d � FW-. U -?i Y O W U 2 O 2 Y Q j Y C7 m m 0p - W CU m Q 6 LLJ a. CL ® 0o W Ar Z (Y- O F- d U W w 0 m m w a 0 \NEER 4-(" b/ �' pyNER ydo NM Q W W) > U J id z V O x W W z c� z w U W O N M 0 m I I U- S 04 [L N W M M M R z rn z a V) ^ Y N X U Lc) U')Q m D Uj m Q v C'1 W m O < Omi d � FW-. U -?i Y li Z W U 2 O 2 Y Q j Y C7 m m 0p - W CU m Q 6 LLJ a. CL ® 0o Ar U Z Z cc O z LL I J a Q U F— LLN W W W r ZO z O Z ' �w a s Quo ��_ 0 Ld Z Zz� �ccaWcow � ODES �coZ r OT DATE: JANUARY 21, 2016 JOB NO.: 130205.02 FILE NAME: 130205.02-CH2-INDEX SCALE: 1' = 80' zSEET NO.: 2 OF 12 Know what's below. Call before you dig. 352 • �Zzl 340 GENERAL NOTES U ALL STATIONING IS BASED ALONG STREET CENTERLINE UNLESS OTHERWISE NOTED. Q POWER POLES TO BE RELOCATED PER PG&E PLANS Q3 ALL CATCH BASINS TO BE TYPE A PER COB STD. D-14 ® MONUMENTS TO BE INSTALLED AT EVERY INTERSECTION AND AT THE BEGIN AND END OF ALL HORIZONTAL CURVES PER COB STD. ST -13 BRENTHOUSE STREET SEE SHEET 4 X� m I I 71 I 0 85 4 � 3 82 � m I m m Q) o ' J 81 80 J 79 78 77 176 75 J J 74 m 70��� ti 72 F 7 I K' N I 1U<1 I o0 00 w F o �^� o F o N o COy� \01 IN o o d o d o of o0 0. F F I I F F F c F N N I I ^ F F F F J c N N + F �QF ISI I +0), + N+ N m 101 o r\ d ^ ( I r\ ^ o F F J � 00 ►� Q I o O o 06 I I g� o L�� `r (6 `t o Ohl d a rol I 6� + rn co 00 + + k ^ v Law �t ^ o m Q V, + ± N + r ; -� + ,+� t�� + + 0�,�� + I L�� + m + F-- `° � L6 K �� N Q CN F �, yob I I �, ^ o ^ x L xLc) I o Ni���� � N � , co �; + + � � + n o a�� w �\ --r- -- ¢ ~ �- Q L �1 T Q Q Q ^ '� �Q Q X I 1 1 2, - 0 I- Cn U (n N to Q Q f- J m �- J (n -- 151 `�°' RAW -- - - - - - -- - - ---- - ° ��o 2 N _ cn _ I I 6' 2 - - P ' 9-1 v ° 25` A GOLDEN SQUARE STA. 13+09.96= �5��®I P F, STA.5+80.07, 20.0 46 , 10 OCHESTER COURT STA. 14+4 .4 A 20 GB 20 __ ----- 11 ++ 00 Na o61 w 31 Q. o0 12+ooR o 1 GO N A _" - - �^ - 1 + 14+00 N89'06 17 W 310:00 15+ 0 345.70 _ A p f 46' Q , - - ,_ - - 17+00 LDE SQU RE STA. i0+00- -"--+- -� 16+00 N89'06'17 W 310.00 18+00 STA. 12+82.07, 24.00 60 40 --�--- I -- ---r- 19+OT 0 I ° BRENTHOUSE STREET STA. 14+40.616 B -- 1 G8,P1 FL 345.83 20 I STA. 16+48.07, 24,CJ0' RT ` ' `- ���® ° ° ° GOLDEN SQUAR RT STA.1 4 40. i 7 FL 5.37 GB,PI GOLDEN SQUARE STA. 19+30.00 cCONDUIT STREET STA. 15+49.94 I G : I I ----- LSEVo ETAIL „A» - GREET` 5- - - - I I - - - - - R�W - - - - - -X - - �' 6 o SEE DETAIL' A - . �-° I --- - sHff�6----- BSTA. 18+66.10, 20.00' RT-- �. I �- FL 344.19 ° oo I o 0 0 0 18 ( 119 0 o I i� 0 0 0 o Rai o f I m m o CB -18, DEP. FL 344.02 d o o I I O ori o rn o ° I Q, a o0 0 c0 ,� STA. 18+75.10, 20.00 RT o� o C o o I 0 o N� 34 35 � N i I ° I o 50 BCR I ,¢ + N N �, I I N J N c0 I "� �* ^ N "' I I n � - a I N N N FL 344.26 I I o�� I► �1 N K K U o O K o� I 51 ,I o 00 0 f- I o o o I I � STA. 18+95.58, O I I �y. T + o d o �.; � c> o o m c , I I CN d� oN �c.0�, W ��x o `�' ^ i o^ o n��d m�_rn,1 m �^ ISN o ��a 34.48 RT II Q e} �! OO 00 _ o�� �)N + +N 0o +� +Or: O W O+ N O+ + N m N O N co �1 N r j N co co + c0 «� 1�6�j L6 LO I �` 1� N + 1 4 V �� ��k ^moo ^� �- � I ^(6 ^� ��' "� `� ^� A� I^L6 o t �o , �„ , , , ,� d d `�'I E STA. 19+03.10, 60.0T20 17 20 Q Q I �J�J � I � �� Q33 36 `� �' IQQ49 LIGHT #630V8 L7 r I f-- 12 i-- J J I- V, J m 52 E m �k o v I v c1cv ai �� � C I �� m gCR STA. 19+ 10.10, 54.94T I I v SGL m wc`� m c� W ti��6 m m ,w�' W r I W H�' E v F6 FL 344.72 BRENTHOUSE STREET ROCHESTER COURT NEW BOND COURT CONDUIT STREET E- .• : SEE SHEET 4 SEE SHEET 5 SEE SHEET 6 SEE SHEET 7 CONSTRUCTION NOTES QA - CONSTRUCT 6' COMBINATION TYPE SIDEWALK FOR ARTERIAL FL CONSTRUCT 16 FT RESIDENCE DRIVEWAY PER CITY OF `� STREETS OR 5' COMBINATION TYPE SIDEWALK FOR LOCAL BC BAKERSFIELD STD. ST -4 GB STREETS, PER CITY OF BAKERSFIELD STD. ST -3 + STREET SIGN BCR BEGIN CURB RETURN ©- REMOVE EXISTING SIGN ©- CONSTRUCT ACCESS RAMP, PER CALTRANS STD. PLAN RSP A88A BW BACK OF SIDEWALK LC CASE A S - INSTALL BARRICADE PER DETAIL ON SHEET 11 ©- INSTALL STREET NAME SIGN, PER CITY OF BAKERSFIELD STD. T-1 - INSTALL 12' CROSS GUTTER PER CITY OF BAKERSFIELD ( RSP A88A CASE A CR STD. ST -17 O - INSTALL TYPE B CURB AND GUTTER, PER CITY OF BAKERSFIELD CC I DIRECTION OF GUTTER FLOW EC STD. ST -1 0 - INSTALL TRAFFIC SIGNAL INTERCONNECT PER CITY OF 0 PROPOSED SIDEWALK EP BAKERSFIELD SIDS. T-33 AND T-34. O - INSTALL STREET LIGHT PER CITY OF BAKERSFIELD STD. ST -14, OO SURVEY MONUMENTS TO BE SET ECR AMERICAN ELECTRIC LIGHTING ATBO, AUTOBAHN SERIES RT RIGHT LEGEND AC ASPHALT CONCRETE FL FLOW LINE `� CHAIN LINK FENCE BC BEGINNING OF CURVE GB GRADE BREAK + STREET SIGN BCR BEGIN CURB RETURN INV. INVERT 31.45; STREET LIGHT BW BACK OF SIDEWALK LC LENGTH OF CURVE `6 + CALTRANS STD. PLAN CB CATCH BASIN LT LEFT ( RSP A88A CASE A CR CROWN OF ROAD PI POINT OF INTERSECTION CC I DIRECTION OF GUTTER FLOW EC END OF CURVE PRC POINT OF REVERSE CURVE 0 PROPOSED SIDEWALK EP EDGE OF PAVEMENT 000.00 PROPOSED ELEVATION OO SURVEY MONUMENTS TO BE SET ECR END CURB RETURN RT RIGHT --- EXISTING SURVEY MONUMENT (TO BE PROTECTED IN PLACE) ELEV ELEVATION R/W RIGHT OF WAY I I q=,0 FIRE HYDRANT ASSEMBLY (000.00) EXISTING ELEVATION 0.00% SLOPE, IN FOOT PER FOOT i PROPOSED TRAFFIC SIGN STA STATION ® PROPOSED STORM DRAIN INLET 0 O E F P U EASEMENT FOR PUBLIC UTILITIES Or 340 GOLDEN SQUARE STA 10+00 TO 19+00 FOR CROSS SECTIONS, SEE SHEET 11 OF 12 LC j I 10+00 11+00 12+00 FILE NAME. L\Projects\2013\130205.02\ACRD\Improvements\STREETS\130205.02-CH3-COLDEN.dwg - LAST SAVE.• 1/14/2016 4:23.36 PM PDT NORTH FLOWLINE SOUTH FLOWLI,NE 31.38' 31.45' 0.06 1.56% 0[� cr- I ct: O m� �I ? o N N I I I i I I ? cc � � � i qt ^ � i ! I ! ' 31.38' + 1 31.45' LU -- � 31.45; 5-0.018_4 GROUND I ^ "O I �^° `6 + "? i (O AT CENTERLINE 89°54'08" ( I 19.97' LC 90°05'52" I CC I Q o O r O � 34.94' C8 22°25'35" 35.00 �^ 6.94' C9 S_.- 00541 { ---_,---- { --- - cfl��< oNptn O 11) -C\4 Q I I q=,0 0054, S=0.0060 +N _ D 0 0 0c Or 0 O m O W r) �-�"'d Or 340 FM ( cif , Oi ^ � � > N w? U O N W ^moi � I I - Q W Q �..._. ._ �- I+ N !+ N NN�rN 04+ + N ! I �Y j c0 N LO I 04 ^ (6 I Mcfl ( ^ ��co ^ " d ' i SOU FLOW' LINE . { 4, Q Q.LLL 0 I O.p6 8=0.0060 S S 0.006 --- S=0.0 20 i ( _ j j I 10+00 11+00 12+00 FILE NAME. L\Projects\2013\130205.02\ACRD\Improvements\STREETS\130205.02-CH3-COLDEN.dwg - LAST SAVE.• 1/14/2016 4:23.36 PM PDT NORTH FLOWLINE SOUTH FLOWLI,NE 31.38' 31.45' 0.06 1.56% 0[� cr- I ct: O m� �I ? o N N I I I i I I ? cc � � � i qt ^ � i I I I I +r\ + +� �N � I 1EXISTING 5-0.018_4 GROUND I ^ "O I �^° `6 + "? � (O AT CENTERLINE 89°54'08" 20.00' I 19.97' C6 90°05'52" I CC I Q o O r O � 34.94' C8 22°25'35" 35.00 �^ 6.94' C9 S_.- 00541 { ---_,---- C10 --- I cfl��< oNptn O 11) -C\4 Q I I q=,0 0054, S=0.0060 +N _ !�N D 0 0 0c (; L6c r) �-�"'d �� co 340 FM ( cif , Oi ^ � � > N VERT. SCALE: 1"=4' U a N ^moi � ? ` Q W Q o J� l�O �Y 0 ' I . j I 10+00 11+00 12+00 FILE NAME. L\Projects\2013\130205.02\ACRD\Improvements\STREETS\130205.02-CH3-COLDEN.dwg - LAST SAVE.• 1/14/2016 4:23.36 PM PDT NORTH FLOWLINE SOUTH FLOWLI,NE 31.38' 31.45' 0.06 1.56% 0[� cr- I ct: O m� �I ? o N N I I I i I I ? cc � � � i qt ^ � i I I I I +r\ + +� �N 20.03' I 1EXISTING 89°54'08" GROUND I ^ "O I �^° `6 + "? � ; AT CENTERLINE 89°54'08" 20.00' I 19.97' C6 90°05'52" , 31.45' Q Q Q 35.00' � 34.94' C8 22°25'35" 35.00 13.70' 6.94' C9 S_.- 00541 ( ---_,---- C10 --- =0.000 13.70' 11 I I q=,0 0054, S=0.0060 I 13+00 d -i = S C� o0 + cp j I O U� O L6[14, C { I I ? NIS cn 14+00 15+00 16+00 17+00 CURVE TABLE CURVE # DELTA RADIUS LENGTH TANGENT C1 89°54'08" 20.00' 31.38' 19.97' C2 90'05'52" 20.00' 31.45' 20.03' C3 89°54'08" 20.00' 31.38' 19.97' C4 90°05'52" 20.00' 31.45' 20.03' C5 89°54'08" 20.00' 31.38' 19.97' C6 90°05'52" 20.00' 31.45' 20.03' C7 89°54'08" 35.00' 54.92' 34.94' C8 22°25'35" 35.00 13.70' 6.94' C9 134°45'19 84.00' 197.56' 201.58' C10 22°25'35" 35.00' 13.70' 6.94' /p\NEER � /b� ` pyNER -0 z c, o oma, Or PA 3N 0 LO Z LO w 0 U CL W W lei z 0 0= �w oZ cr- Q z z 0 � U Li D 0 0 0c o- 40' 0' 40' FM cif , HORIZ. SCALE: 1"=40' � > N VERT. SCALE: 1"=4' U a N ` Q W Q o 0 m 4, Q Q.LLL 0 /p\NEER � /b� ` pyNER -0 z c, o oma, Or PA 3N VJ.(U I i { o N o ! C� X000 L ' 352 �o;�_ j I Z t0 0) n^ Z 0- < Q Q .-� ^ Y IV", m XO ULn V)_ D ! J IV OUcy I i I O(n 0 >UjU03 0 Y CN P 348 U I I O Q cao -0 So.a0 344 > c Y 1 m m o ? 1 wCU j I ck� L m L% N - I- { a /�y z 14. CN I { i I I 340 �CC CC V I Z a O z LL i I I i I J W Z 54.92' i ? Z ? I ? �------ I I I � ~ W Lc I i I i I I I 352 0 N g a Lij w Z> g cc LL-oLd O �_ O? I = 'cr O `� W I g O z _ N _ 348 an0 �-� z a. v �..� W W D 2 W OC t- O IIIEPOi 344 J PLOT DATE: JANUARY 21, 2016 JOB NO.: tet- i 340 130205.02 FILE NAME: 130205.02-CH3-GOLDEN ii p ? ! I SCALE: HORIZ. 1" 40' VERT: 1 " = 4' 18+00 19+00 20+00 ` ' _ J / _ ,/� SHEET NO.: l ((� G-• 3 OF 12 0 LO LO w U CL W W lei z 0 0= �w oZ Q z =w U � � U Li D 0 0 0c o- 40' 0' 40' FM m , HORIZ. SCALE: 1"=40' � > N VERT. SCALE: 1"=4' a N ` Q Q o VJ.(U I i { o N o ! C� X000 L ' 352 �o;�_ j I Z t0 0) n^ Z 0- < Q Q .-� ^ Y IV", m XO ULn V)_ D ! J IV OUcy I i I O(n 0 >UjU03 0 Y CN P 348 U I I O Q cao -0 So.a0 344 > c Y 1 m m o ? 1 wCU j I ck� L m L% N - I- { a /�y z 14. CN I { i I I 340 �CC CC V I Z a O z LL i I I i I J W Z 54.92' i ? Z ? I ? �------ I I I � ~ W Lc I i I i I I I 352 0 N g a Lij w Z> g cc LL-oLd O �_ O? I = 'cr O `� W I g O z _ N _ 348 an0 �-� z a. v �..� W W D 2 W OC t- O IIIEPOi 344 J PLOT DATE: JANUARY 21, 2016 JOB NO.: tet- i 340 130205.02 FILE NAME: 130205.02-CH3-GOLDEN ii p ? ! I SCALE: HORIZ. 1" 40' VERT: 1 " = 4' 18+00 19+00 20+00 ` ' _ J / _ ,/� SHEET NO.: l ((� G-• 3 OF 12 Know what's below. Call before you dig. 352 Rm 344 340 352 GENERAL NOTES CONSTRUCTION NOTES FL FLOW LINE Q1 ALL STATIONING IS BASED ALONG STREET QA - CONSTRUCT 6' COMBINATION TYPE SIDEWALK FOR ARTERIAL QF - CONSTRUCT 16 FT RESIDENCE DRIVEWAY PER CITY OF + CENTERLINE UNLESS OTHERWISE NOTED. BCR STREETS OR 5' COMBINATION TYPE SIDEWALK FOR LOCAL INV. BAKERSFIELD STD. ST -4 -0- POWER POLES TO BE RELOCATED PER PG&E PLANS BW STREETS, PER CITY OF BAKERSFIELD STD. ST -3 Q - REMOVE EXISTING SIGN Q3 ALL CATCH BASINS TO BE TYPE A PER COB STD. D-14 © CONSTRUCT UCT ACCESS RAMP, PER CALTRANS STD. PLAN RSP A88A LT LEFT 35.00' RSP A88A CASE A CR CROWN OF ROAD O _ INSTALL BARRICADE PER DETAIL ON SHEET 11 ® MONUMENTS TO BE INSTALLED AT EVERY INTERSECTION ©- INSTALL STREET NAME SIGN, PER CITY OF BAKERSFIELD STD. T-1 Q - INSTALL 12' CROSS GUTTER PER CITY OF BAKERSFIELD 0 AND AT THE BEGIN AND END OF ALL HORIZONTAL EP EDGE OF PAVEMENT 000.00 STD. ST -17 OO CURVES PER COB STD. ST- 13 @ - INSTALL TYPE B CURB AND GUTTER, PER CITY OF BAKERSFIELD RT RIGHT vllll� EXISTING SURVEY MONUMENT (TO BE PROTECTED IN PLACE) ELEV STD. ST -1 QJ - INSTALL TRAFFIC SIGNAL INTERCONNECT PER CITY OF n 0 FIRE HYDRANT ASSEMBLY (000.00) EXISTING ELEVATION 0.00% BAKERSFIELD STDS. T-33 AND T-34. i PROPOSED TRAFFIC SIGN O - INSTALL STREET LIGHT PER CITY OF BAKERSFIELD STD. ST -14, STA STATION ® PROPOSED STORM DRAIN INLET AMERICAN ELECTRIC LIGHTING ATBO, AUTOBAHN SERIES E.F.P.U. EASEMENT FOR PUBLIC UTILITIES 0 R/W - - - x -8O- /rj� c-4 . *SIDEWALK a n TOP OF CURB a a o a SWEWALK SIDEWALK 3.00' .0FLOWLINE DRIVEWAY APPROACH ROAD LIP PER C.O.B. STD. ST -4 NOTES: 1. ALL CONSTRUCTION AND MATERIALS SHALL BE IN CONFORMANCE WITH STANDARD SPECIFICATIONS. 2. THICKNESS OF APRONS AND SIDEWALK BETWEEN APRON & DRIVEWAY SHALL BE 6" OF CONCRETE. J. CONCRETE SHALL BE CLASS J. 4. NO COLORING SHALL BE ADDED. * PROVIDE REQUIRED PEDESTRIAN EASEMENT IF OUTSIDE OF R/W ** IF CURB AND GUTTER ARE POURED SEPARATE OF APRON, THEN DOWELS ARE REQUIRED AT BACK OF CURB. 3" IN CURB AND 9" IN CENTER OF APRON. DRIVE APPROACH DETAIL (TYP.) LEGEND AC ASPHALT CONCRETE FL FLOW LINE LENGTH '- CHAIN LINK FENCE BC BEGINNING OF CURVE GB GRADE BREAK + STREET SIGN BCR BEGIN CURB RETURN INV. INVERT -0- STREET LIGHT BW BACK OF SIDEWALK LC LENGTH OF CURVE 268°49'50" CALTRANS STD. PLAN CB CATCH BASIN LT LEFT 35.00' RSP A88A CASE A CR CROWN OF ROAD PI POINT OF INTERSECTION DIRECTION OF GUTTER FLOW EC END OF CURVE PRC POINT OF REVERSE CURVE 0 PROPOSED SIDEWALK EP EDGE OF PAVEMENT 000.00 PROPOSED ELEVATION OO SURVEY MONUMENTS TO BE SET ECR END CURB RETURN RT RIGHT vllll� EXISTING SURVEY MONUMENT (TO BE PROTECTED IN PLACE) ELEV ELEVATION R/W RIGHT OF WAY n 0 FIRE HYDRANT ASSEMBLY (000.00) EXISTING ELEVATION 0.00% SLOPE, IN FOOT PER FOOT i PROPOSED TRAFFIC SIGN ao Q MW � Hm STA STATION ® PROPOSED STORM DRAIN INLET E.F.P.U. EASEMENT FOR PUBLIC UTILITIES STA. 14+80.55, 20.00' LT STA. 10+29.39, 30.00' LT PRC I GB FL 344.94 N x FL 346.22 x �`o STA. 12+45.74, 27.07' LTE STA. 14+65.75, STA. 15+75.83, 20.00' LT z Z STA. 10+53.89, 20.00 LTEC,GB �� C LIGHT #63OW7 7.00 LT J FL 346.11 �'�� vs�' S 4 J 3 MATFL CH EX. 11 NF F 10 9 8 7 6 CB STA. 14+15.25, 20.00' LT A 1 LO L 345. 33 L � F F F F C -14, DEP. FL 345.16 REMOVE EXISTING BARRICADE 3 W rn F F F F F Z W� rL o+LO IQ ow Q T 0) + + + + + } } f + _ i 0' E.F.P.0 `- 4 p ° d n e STA. _ 14+00.56,_ 20.00 LT A � BRENTHOUSE ST. + 1011+OQ 12+00 40, 6Q' 13+00 345.42 GOLDEN.SQUARRf+DOA 10+00 STA. 9+5 ' - �� ; - �- - f - I 9 4+ 0 -+ 0 ,_ 164 ` BC,GB A p N00 47 51 E 440.63' STA. 14+00.56, X0.00' RT �" N00'47'51 "E ' 135. FL 346.62 12 \ 3 20 BCR,GB FL 345.42STA. 15+75.75, _ 9 p d V A ° d \:LO - ---- --- _____ -- e g 4 d \ d 00 00 R/W CO ca 10' \ STA. 15+76.14, 20.00' RT J - _ o + + + + + I FL (344.74) 0 0 o N 17 '0 18 I I MATCH EX. x oo x o o rn I STA. 14+80.56, 20.00' RT Q Q J + RS�� r`��s orAS ti I FL 44.93 85 ECR } rn s, o cn I d A6 0 + STA. 10+53.89, 20.00'RT STA. 14+06.15, FL 346.11 EC, GB C 34.42' RT I + � + N I d . ' I STA. 14+60.55, 48.47' RTCB _ TA. 14+ 13.55, 47.42 RT I " d`n d Lo c5 STA. 10+29.39, 30.00 RT E ,,� ,� FL 345.24 -� FL 346.22 PRC LIGHT #63OW6 �¢ i CB -11, DEP. FL 345.07 STA. 14+20.55, 49.03' RT I ~ J Q CB 12 13 14 15 16 FL 345.24 ' I ( Um d I 84 CB -15, DEP. FL 345.07 0 O co Lca+ LC 1' LC BRENTHOUSE ST. STA 10+00 TO 15+75.75 FOR CROSS SECTIONS, SEE SHEET 11 OF 12 ISTING GRO AT CENTER GOLDEN SQUARE AVE. SEE SHEET 3 m O L6 Q I S=O. tWE - o LO (� i jN 1.45' _9� 0.64% 1.38' LFA 0.92q ( I I ca i. f i I Q CURVE TABLE CURVE # DELTA RADIUS LENGTH TANGENT C1 89°54'08" 20.00' 31.38' 19.97' C2 90°05'52" 20.00' 31.45' 20.03' C11 44°2455" 35.00' 27.13' 14.29' C12 268°49'50" 42.00' 197.06' 42.87' C13 44'2455" 35.00' 1 27.13' 1 14.29' -IV lei T'.�-- 40' 0' 40' HORIZ. SCALE: 1"=40' VERT. SCALE: 1"=4' S=0.0020 ---- -- -- ---j EXIST/NG WEST i I l I FLOW LINE W U Of 0 W Ll - Ov 352 z W 00 O m ��N�1a o N rn ^ z a Z z Q MQ Y N XO (..) Lr) Lr) Q m D z p <Lf) O 0 >~� Y z LL L Q z O a a �Z 344 O � � cy� m �i Y o oCU; m W V) Li 0- a_ co Z p CL� Z ' vllll� Z 0 340 a F- LIJw 00 n 0 0 -O o Q Z av zo* HW OW Z Z J ao Q MW � Hm a U W 0 m 0 W U Of 352 ! 00 Lo CN ca j O) I O N O+ `_ i j I ! I I j O O' 0; W I I I cv ( i 348 ! I Q' i iCD + 4 + N �' i 348 �_. r2_._. r _ _ _ _-_- _ - �r _ _ . __. -E.! j e_ �' d' �: � i r 'i- , 1 cn EXISTING GROUND ( r, r7 "; d _ ( ca I i ! 1 I AT CENTER 'INE -y - - - - - _ __ _ _ - _ 0 00 - I 41 � j I - - - --- - - - - S=0 0020--� -E W I cn i 344 S=. ! I 0.006 _- - ----�- I 44 EXIS ING EAST FLOW LINE RLE NAME.• L: 13\ 130205.02\ACRD\Improvements\STREETS\ 130205.02-CH4-BRENTHOUSE.dwg - LAST SAVE 1/14/2016 4:23.20 PM PDT 10+00 11+00 12+00 13+00 14+00 15+00 16+00- k 1Cz� 2 0 W Ll - Ov 352 z W 00 O m ��N�1a o N rn ^ z a z Q MQ Y N XO (..) Lr) Lr) Q m D z p <Lf) O 348 >~� Y z LL :5 Q z O a a �Z 344 O � � cy� m �i Y o oCU; m W V) Li 0- a_ co Z p CL� Z ' vllll� 340 a F- LIJw 00 n 0 0 -O 352 ! 00 Lo CN ca j O) I O N O+ `_ i j I ! I I j O O' 0; W I I I cv ( i 348 ! I Q' i iCD + 4 + N �' i 348 �_. r2_._. r _ _ _ _-_- _ - �r _ _ . __. -E.! j e_ �' d' �: � i r 'i- , 1 cn EXISTING GROUND ( r, r7 "; d _ ( ca I i ! 1 I AT CENTER 'INE -y - - - - - _ __ _ _ - _ 0 00 - I 41 � j I - - - --- - - - - S=0 0020--� -E W I cn i 344 S=. ! I 0.006 _- - ----�- I 44 EXIS ING EAST FLOW LINE RLE NAME.• L: 13\ 130205.02\ACRD\Improvements\STREETS\ 130205.02-CH4-BRENTHOUSE.dwg - LAST SAVE 1/14/2016 4:23.20 PM PDT 10+00 11+00 12+00 13+00 14+00 15+00 16+00- k 1Cz� 2 PLOT DATE: JANUARY 21, 2016 JOB NO.: 130205.02 FILE NAME: 130205.02-CH4-BRENTHOUS SCALE: HORIZ. 1" 40' VERT: 1 " 4' SHEET NO.: 4 OF 12 j ___ i 0 z z O z LL :5 Q a O O C4 WW ~ W V) W� Z >CO z p CL� Z ' a F- LIJw n 0 0 -O o Q Z av zo* HW OW Z Z J ao Q MW � Hm H � PLOT DATE: JANUARY 21, 2016 JOB NO.: 130205.02 FILE NAME: 130205.02-CH4-BRENTHOUS SCALE: HORIZ. 1" 40' VERT: 1 " 4' SHEET NO.: 4 OF 12 j ___ i CURVE TABLE GENERAL NOTES CONSTRUCTION NOTES RADIUS LENGTH • C3 89°54'08" 20.00' 31.38' 19.97' C4 90°05'52" 20.00' 31.45' O1 ALL STATIONING IS BASED ALONG STREET CENTERLINE UNLESS OTHERWISE NOTED. OA - CONSTRUCT 6' COMBINATION TYPE SIDEWALK FOR ARTERIAL 0 - CONSTRUCT 16 FT RESIDENCE DRIVEWAY PER CITY OF C15 ® 42.00' 197.06' 42.87' STREETS OR 5' COMBINATION TYPE SIDEWALK FOR LOCAL 44'24'55" BAKERSFIELD STD. ST -4 27.13' 14.29' CROWN OF ROAD PI STREETS, PER CITY OF BAKERSFIELD STD. ST -3 -- DIRECTION OF GUTTER FLOW EC �2 POWER POLES TO BE RELOCATED PER PG&E PLANS POINT OF REVERSE CURVE D ©- REMOVE EXISTING SIGN EDGE OF PAVEMENT 000.00 PROPOSED ELEVATION ©- CONSTRUCT ACCESS RAMP, PER CALTRANS STD. PLAN RSP A88A ECR END CURB RETURN RT 03 ALL CATCH BASINS TO BE TYPE A PER COB STD. D-14 EXISTING SURVEY MONUMENT (TO BE PROTECTED IN PLACE) CASE A QH - INSTALL BARRICADE PER DETAIL ON SHEET 11 Know what's b@IOW. 92 FIRE HYDRANT ASSEMBLY (000.00) EXISTING ELEVATION 0.00% SLOPE, IN FOOT PER FOOT Call before OV dl ® MONUMENTS TO BE INSTALLED AT EVERY INTERSECTION ©- INSTALL STREET NAME SIGN, PER CITY OF BAKERSFIELD STD. T-1 0 - INSTALL 12' CROSS GUTTER PER CITY OF BAKERSFIELD Y g . AND AT THE BEGIN AND END OF ALL HORIZONTAL STD. ST -17 CURVES PER COB STD. ST -13 Q - INSTALL TYPE B CURB AND GUTTER, PER CITY OF BAKERSFIELD STD. ST -1 Q - INSTALL TRAFFIC SIGNAL INTERCONNECT PER CITY OF BAKERSFIELD SIDS. T-33 AND T-34. O - INSTALL STREET LIGHT PER CITY OF BAKERSFIELD STD. ST -14, AMERICAN ELECTRIC LIGHTING ATBO, AUTOBAHN SERIES CURVE TABLE CURVE # DELTA RADIUS LENGTH TANGENT C3 89°54'08" 20.00' 31.38' 19.97' C4 90°05'52" 20.00' 31.45' 20.03' C14 44°24'55" 35.00' 27.13' 14.29' C15 268°49'50" 42.00' 197.06' 42.87' C16 44'24'55" 35.00' 27.13' 14.29' LEGEND AC ASPHALT CONCRETE FL FLOW LINE -0-� CHAIN LINK FENCE BC BEGINNING OF CURVE GB GRADE BREAK + STREET SIGN BCR BEGIN CURB RETURN INV. INVERT -0' STREET LIGHT BW BACK OF SIDEWALK LC LENGTH OF CURVE O CALTRANS STD. PLAN CB CATCH BASIN LT LEFT FL RSP A88A CASE A CR CROWN OF ROAD PI POINT OF INTERSECTION -- DIRECTION OF GUTTER FLOW EC END OF CURVE PRC POINT OF REVERSE CURVE D PROPOSED SIDEWALK EP EDGE OF PAVEMENT 000.00 PROPOSED ELEVATION OO SURVEY MONUMENTS TO BE SET ECR END CURB RETURN RT RIGHT TC 345 EXISTING SURVEY MONUMENT (TO BE PROTECTED IN PLACE) ELEV ELEVATION R/W RIGHT OF WAY 92 FIRE HYDRANT ASSEMBLY (000.00) EXISTING ELEVATION 0.00% SLOPE, IN FOOT PER FOOT i PROPOSED TRAFFIC SIGN ROCHESTER COURT STA 10+00 TO 14+40.40 FOR CROSS SECTIONS, SEE SHEET 11 OF 12 STA STATION ® PROPOSED STORM DRAIN INLET E.F.P.U. EASEMENT FOR PUBLIC UTILITIES GOLDEN SQUARE AVE. SEE SHEET 3 -L--}--x---------- EXISTING DIRT Rt 83 I 346.28 J 14+15.47 T .346. "EC I � I F 345 68 EC FL 345.66 is CB - I 16, DEP. FL 345.49 82 ^ L 37A) 14+20.47, 39.97' LT ECR t L 6�9 81 STA. 14+16.44, 19.97' LTPI FL 345.88 SEE DETAIL 'A" 1 L 546.1 Z 80 STA. 14+ 16.35, 28.03' RTPI I I FL 346.17 � I Ip I ss J I 79 I a I a I STA. 14+20.33, 40.03' RT ECR I I FL 346.24 I GOLDEN SQUARE AVE. SEE SHEET 3 r C 346.25 C 346.32 j�y0�° C 346.38 l TC 346.25 FL 345.75 1 14+19.91 ! a ° d� N O m m 0 m Q- v O C 346.31 m 0 N C 346.77 _j p W Q rn a >� O 0 13+98.04 U w 000 o o� FL 345.83 GB,Pt o z O CV O (L cr. LcZ O a M o W a 0 A) ,L TC 345.84 Y m >>>>>z % FL 345.84 r m I- cocc FL 345.88 PI _2 CR FL 346.17 o TC 345 92 TC 4 .;7 FL 345 92 FL 346.05 14+06.98 --- --� DETAIL "A" 1"= 10' 40' 0' 40' HORIZ. SCALE: 1"=40' VERT. SCALE: 1"=4' FILE NAME.• L: \Projects\2013\ 130205. 130205.02-CH5-ROCHESTER.dwg - LAST SAVE. • 1/21/2016 3:59:51 PM PDT U) ro m U I i U- x Z a Q Q Y X U Q U)W N O m m 0 m Q- v O W m 0 N o _j p W Q rn a >� O H 0 o U w Ln Ld 1-5� U o z O CV O (L cr. LcZ O a M o W a 0 A) QY Q Y m >>>>>z �' m O o Li r m I- cocc z w m a 3 Z 0 o d U V) 0 m Uj 0 W w W z z Li z v o oo W a r O ro m U I i U- x z m rn^ z M a Q Q Y X U Q U)W N O m m 0 m Q- v O W m J O < x �' N o _j p W Q rn a >� O H 0 o U w CO) W Ld 1-5� U o z O CV O (L cr. LcZ O a M o W F- 0 A) QY Q Y m >>>>>z �' m O o Li r m I- cocc z w m a 3 o �z z cc O CO) z LL J a 0. V H 0 o N W F.. W? CO) W Ld 1-5� z Q0 o z O z (L cr. F- = a M o W F- 0 A) � Q LLIp z o.cQi r�WTW :i C; Z L J Z^ 00 CD VW= QmV 0 � I- cocc _ PLOT DATE: JANUARY 21, 2016 _. 2y JOB NO.: IIATe�i ! j i j I I i 130205.02 FILE NAME: j j I I 130205.02-CH5-ROCHESTER I SCALE: HORIZ. 1" 40' 10+00 11+00 12+00 13+00 14+00 15+00 /^ i� VERT. , • a 4 C ' [ „� V � SHEET NO.: 5 OF 12 V) W W 00 a U m Z N M M rrj 0 IZ z a U O U-) Q 0 w m Q ) C7 w m O O Ld cn �tL3 Y Q Z U W = V) ZD U V OZ LZ z t) QYQ j Y 00 Ci 0 cf) r m w 0' z IL a v o LJ 00 z z 'CCV aMo a CL LLI a -Z t0 �- 0 m a Z a Zz�, VWm W .I oL,, HOZ PLOT DATE: JANUARY 21, U JOB NO.: 130205.02 FILE NAME: N BOND SCALE: HORIZ. 1" a 40' VERT: 1 " - 4' W 6 OF 12 D } m W Q 1 I, W W 00 a U m Z N M M rrj 0 z�°'^�z a U O U-) Q 0 w m Q ) C7 w m fn -i> O Ld cn �tL3 Y Q Z U W = ZD U V OZ LZ z t) QYQ j Y 00 Ci o cf) r m w 0' z IL a v o LJ 00 V Z Z 0 z L -� Q a v W z N W 00 cf) w ZWix 0' W D LL. LJ 00 z z 'CCV aMo a CL LLI Cf d i' -Z t0 �- 0 m a Z a Zz�, VWm W .I oL,, HOZ PLOT DATE: JANUARY 21, 2016 JOB NO.: 130205.02 FILE NAME: 130205.02-CH6-NEW BOND SCALE: HORIZ. 1" a 40' VERT: 1 " - 4' SHEET NO.: 6 OF 12 Know what's below. Call before you dig. 352 GENERAL NOTES O1 ALL STATIONING IS BASED ALONG STREET CENTERLINE UNLESS OTHERWISE NOTED. �2 POWER POLES TO BE RELOCATED PER PG&E PLANS �3 ALL CATCH BASINS TO BE TYPE A PER COB STD. D-14 ® MONUMENTS TO BE INSTALLED AT EVERY INTERSECTION AND AT THE BEGIN AND END OF ALL HORIZONTAL CURVES PER COB STD. ST -13 CURVE TABLE CURVE # DELTA RADIUS LENGTH TANGENT C7 89'54'08" 35.00' 54.92' 34.94' C8 222535" 35.00' 13.70' 6.94' C9 134'45' 19" 84.00' 197.56' 201.58' C10 22'2535" 35.00' 13.70' 6.94' C21 90'03' 18" 30.00' 47.15' 30.03' C22 89'5642" 30.00' 47.10' 29.97' CONSTRUCTION NOTES ASPHALT CONCRETE FL 0 - CONSTRUCT 6' COMBINATION TYPE SIDEWALK FOR ARTERIAL CHAIN LINK FENCE CONSTRUCT 16 FT RESIDENCE DRIVEWAY PER CITY OF BEGINNING OF CURVE STREETS OR 5' COMBINATION TYPE SIDEWALK FOR LOCAL GRADE BREAK BAKERSFIELD STD. ST -4 STREET SIGN STREETS, PER CITY OF BAKERSFIELD STD. ST -3 BEGIN CURB RETURN INV. ©- CONSTRUCT ACCESS RAMP, PER CALTRANS STD. PLAN RSP A88A ©- REMOVE EXISTING SIGN BACK OF SIDEWALK CASE A LENGTH OF CURVE INSTALL BARRICADE PER DETAIL ON SHEET 11 ©- INSTALL STREET NAME SIGN, PER CITY OF BAKERSFIELD STD. T-1 (D- INSTALL 12' CROSS GUTTER PER CITY OF BAKERSFIELD @ - INSTALL TYPE B CURB AND GUTTER, PER CITY OF BAKERSFIELD RSP A88A CASE A STD. ST -17 END OF CURVE STD. ST -1 O - INSTALL TRAFFIC SIGNAL INTERCONNECT PER CITY OF O - INSTALL STREET LIGHT PER CITY OF BAKERSFIELD STD. ST -14, EDGE OF PAVEMENT BAKERSFIELD SIDS. T-33 AND T-34. PROPOSED ELEVATION AMERICAN ELECTRIC LIGHTING ATBO, AUTOBAHN SERIES PROPOSED SIDEWALK ECR BERKSHIRE ROAD .-SEE SHEET 9 V 9 BERKSHIRE RO FUTURE TRACT 6825 47.15 LC LEGEND AC- BC ASPHALT CONCRETE FL FLOW LINE -0--0- CHAIN LINK FENCE z M X U-) Lo Q BEGINNING OF CURVE GB GRADE BREAK + STREET SIGN BCR BEGIN CURB RETURN INV. INVERT STREET LIGHT BW CB BACK OF SIDEWALK LC LENGTH OF CURVE CALTRANS STD. PLAN CR CATCH BASIN CROWN OF ROAD LT PI LEFT POINT OF INTERSECTION a RSP A88A CASE A EC END OF CURVE PRC POINT OF REVERSE CURVE - — DIRECTION OF GUTTER FLOW EP EDGE OF PAVEMENT 000.00 PROPOSED ELEVATION = PROPOSED SIDEWALK ECR END CURB RETURN RT RIGHT :)�� Z SURVEY MONUMENTS TO BE SET ELEV ELEVATION R/W RIGHT OF WAY EXISTING SURVEY MONUMENT (TO BE PROTECTED IN PLACE) (000.00) EXISTING ELEVATION 0.00% SLOPE, IN F007 PER FOOT Zoe FIRE HYDRANT ASSEMBLY W STA STATION '+" PROPOSED TRAFFIC SIGN 00 ti v F, (n U E.F.P.U. EASEMENT FOR PUBLIC UTILITIES ® PROPOSED STORM DRAIN INLET GOLDEN SQUARE AVE. SEE SHEET 3 A. 15+30.05, 63.94' LT I `°J 72 344.19 -18, DEP. FL 344.02 a CONDUIT STREET STA 10+00 TO 15+49.94 FOR CROSS SECTIONS, SEE SHEET 11 OF 12 F I ""•, � L, PRC 71 54.94' LT ECR 70 F x ----------- EXISTING DIRT ROAD s� 69 ' J 40' 0' 40' HORIZ. SCALE: 1"= 40' VERT. SCALE: 1"= 4' 54.9' ___ ! W I - - -� - 352 348 I , o � -- i I EXISTING GROUND LU A'_EI�TEI� . E _ - #- ' °�' ^ --_ I --- - ---- - -- _ 348 344 ' 50.0064- -_-- _ J!�� S= 0.0020 I I I WEST FLOW; LINE 344 I- — _ _ - ._ ! I : 3 WEST —FLOW-LINEEAS _._. TINE _ d ' 147.10 ' 1 __._ __. ' _ ___; ___ _ ._. i 3 I - _- 352 I t 1 197 6 � LO ! ' : 1 w I i -------- - -_ _..-_..._ �_ 352 ' 3 I 348 � :---�-- --�--- - __-- --_ L6 1 i EXISTING GROdJN i ! �rn - --- ! Q ---4_4L _ I -1 - -- t - A�- TERLI(F _ + a0 -1- t� l N _ 1 I I h- J ! i 1 d —i .O _ I i --r ! — — --- — -- -- — ! 1 f - - - - _ _ ~�� 348 —._ .._ i 1 344 ! s=o. oos S= .0020 1 EAST LOW NE I 1 Co- -._ _ - i 1 _ I __ 344 _ v I i 10+00 11+00 12+00 13+00 FILE NAME. L:\Projects\2013\130205.02\ACRD\Improvements\S7REETS\130205.02-CH7-CONDUIT.dwg - LAST SAVE.• 1/14/2016 4:22:32 PM PDT 14♦00 15♦00 16+00 Efo ac�NEER W � M Q s w U cif w Li z 0 z W �C� w of O ^ o0 to a M � � � rff-1 z O a z M X U-) Lo Q n o w in _ N 0) a> tQ� w 4 ¢ Z U w O i a a v Sez QY V) WN O Q Y In m o LLJ CU = m a w � z a. a :)�� Z aaM0=v+ z d' cr 0 co Z a v � WN O � W r co W Ld ti WF Z>W o z L 0Q :)�� Z aaM0=v+ Q aUM ��� o z Zoe vwo W o�0 OCHO J 00 ti v F, (n U Know what's below. Call before you dig. GENERAL NOTES CONSTRUCTION NOTES DELTA RADIUS O1 ALL STATIONING IS BASED ALONG STREET CENTERLINE UNLESS OTHERWISE NOTED. OA - CONSTRUCT 6' COMBINATION TYPE SIDEWALK FOR ARTERIAL O - CONSTRUCT 16 FT RESIDENCE DRIVEWAY PER CITY OF 29.97' STREET SIGN BCR STREETS OR 5' COMBINATION TYPE SIDEWALK FOR LOCAL INV. BAKERSFIELD STD. ST -4 Q2 POWER POLES TO BE RELOCATED PER PG&E PLANS BW STREETS, PER CITY OF BAKERSFIELD STD. ST -3 LC LENGTH OF CURVE Q3 ALL CATCH BASINS TO BE TYPE A PER COB STD. D-14 ©- CONSTRUCT ACCESS RAMP, PER CALTRANS STD. PLAN RSP A88A ©- REMOVE EXISTING SIGN ® MONUMENTS TO BE CR EC CASE A OH - INSTALL BARRICADE PER DETAIL ON SHEET 11 INSTALLED AT EVERY INTERSECTION END OF CURVE PRC POINT OF REVERSE CURVE AND AT THE BEGIN AND END OF ALL HORIZONTAL ©- INSTALL STREET NAME SIGN, PER CITY OF BAKERSFIELD STD. T-1 Q - INSTALL 12' CROSS GUTTER PER CITY OF BAKERSFIELD @SURVEY CURVES PER COB STD. ST -13 @ - INSTALL TYPE B CURB AND GUTTER, PER CITY OF BAKERSFIELD RT STD. ST -17 a MONUMENTS TO BE SET ELEV STD. ST -1 O - INSTALL TRAFFIC SIGNAL INTERCONNECT PER CITY OF � EXISTING SURVEY MONUMENT (TO BE PROTECTED IN PLACE) OE -INSTALL STREET LIGHT PER CITY OF BAKERSFIELD STD. ST -14, 0.007 BAKERSFIELD SIDS. T-33 AND T-34. CL CL FIRE HYDRANT ASSEMBLY (A OD 1AJ L0J 0Ev AMERICAN ELECTRIC LIGHTING ATBO, AUTOBAHN SERIES STA STATION CURVE TABLE CURVE # DELTA RADIUS LENGTH TANGENT C20 89°5642" 30.00' 47.10' 29.97' MOUNTAIN VISTA DRIVE �ISEE SHEET 10 TRACT BOUNDARY I li EXISTING IMPROVEMENTS TRACT 6328 I REMOVE EXISTING LI x Q�L ,ski OG x 348 352 Km x 47.10' 1.647 "J J — � I 4j N j i O r14,La L�L1 S 0.0064 ' '•— 8=0.000 BRENTHOUSE STREET SEE SHEET 4 �P 0. ( ' 1 1 LEGEND AC ASPHALT CONCRETE FL FLOW LINE 00 CHAIN LINK FENCE BC BEGINNING OF CURVE GB GRADE BREAK + STREET SIGN BCR BEGIN CURB RETURN INV. INVERT STREET LIGHT BW BACK OF SIDEWALK LC LENGTH OF CURVE CALTRANS STD. PLAN CB CATCH BASIN LT LEFT RSP A88A CASE A CR EC CROWN OF ROAD PI POINT OF INTERSECTION DIRECTION OF GUTTER FLOW END OF CURVE PRC POINT OF REVERSE CURVE PROPOSED SIDEWALK EP EDGE OF PAVEMENT 000.00 PROPOSED ELEVATION @SURVEY W ECR END CURB RETURN RT RIGHT a MONUMENTS TO BE SET ELEV ELEVATION R/W RIGHT OF WAY � EXISTING SURVEY MONUMENT (TO BE PROTECTED IN PLACE) (000.00) EXISTING ELEVATION 0.007 SLOPE, IN FOOT PER FOOT CL CL FIRE HYDRANT ASSEMBLY (A OD 1AJ L0J 0Ev Q M Ix crF STA STATION '�' PROPOSED TRAFFIC SIGN E.F.P.U. EASEMENT FOR PUBLIC UTILITIES ® PROPOSED STORM DRAIN INLET ROCHESTER COURT SEE SHEET 5 Lin uvn t r rcum r /1VUL POINT TO EXISTING GROUND AT A 4:1 MAX SLOPE BERKSHIRE ROAD STA 10+00 TO 16+50 FOR CROSS SECTIONS, SEE SHEET 11 OF 12 i I CL AT CENTERLINE NORTH FLOWLINE 0033 o \ 1 god L+ I 7 '— 3 68 00 i LIT 27 tr) W W = / Z 15+37.63, 34.00' LT W 7.75 �W^ C7 kl U V J -i x Q 40' 0' 40' HORIZ. SCALE: 1"=40' VERT. SCALE: 1"=4' Km 344 352 O U) M M L0 W U i.1 W Z O� �W W Z Q Z = W J U W F- N M LJ 0 ^ m � rn24 i d o Z a' ^ r` Z a aJ m Ox U Lr)� Q m 0 LJ Q N m O O< J X O 0 i 1W- L<, 2 W ��• z W U 02 L � Z QY N Q Y CUO uj Z a 3 CL c) ® n/ U 00 + d' z o 40' 0' 40' HORIZ. SCALE: 1"=40' VERT. SCALE: 1"=4' Km 344 352 O U) M M L0 W U i.1 W Z O� �W W Z Q Z = W J U W F- N M LJ 0 ^ m � rn24 i d o Z a' ^ r` Z a aJ m Ox U Lr)� Q m 0 LJ Q N m O O< J X O 0 i 1W- L<, 2 W ��• z W U 02 L � Z QY N Q Y CUO uj Z a 3 CL c) ® n/ U z d' z o z LL g J Q a U I— WN W CO) WZ W o W v~i f.' � �� a = LL a c�W z LLI o M TO (C = M W Q Z a U zoo CO UWY CL CL W (A OD 1AJ L0J 0Ev Q M Ix crF L 03 co ca, V) W W 00 O U pp M M 0O z a U S � D L Q LaJ m Q Lo C3 W m O Ow O O� w Q 3 �1 a U j U 2 V) U CJ OZ ti O 2 � >>< Y Q N O I cr O_ CL Y m cy m O z w Q 'o Z m I— W� C)WY � Z La C' U OCL Q Q o U N w 0 iLLI ER * b/ o` Jj' >do N � M W Q u> > U W 'S els/038 * S O Lo ro to Lo w U Of W z O �w Li oz Qz =w U "M il 00 O r W W 00 O U pp M M 0O r- a U S � D L Q LaJ m Q Lo C3 W m LL Ow O O� w Q 3 �1 a U j U 2 LL.N U CJ OZ ti O 2 � >>< Y Q N O I cr O_ CL Y m cy m O DCU< w Q 'o Z m I— W� C)WY � Z La C' U OCL Q Q F— t!) V Z O Z LL =i Q �1 a U I— LL.N W w � >>< O 5 W ` m O I cr O_ CL a M'o co o. i w Q 'o Z 0- U zoo I— W� C)WY fy_ZQcr J oE0 �F—m 00 F— t!) (P7LOTDATE: JANUARY 21, 2016 JOB NO.: 130205.02 FILE NAME: 130205.02-CH8-BERKSHIRE SCALE: HORIZ. 1" 40' VERT: 1 " 4' SHEET NO.: 9 OF 12 Know what's below. Call before you dig. GENERAL NOTES CONSTRUCTION NOTES DELTA RADIUS LENGTH TANGENT Q1 ALL STATIONING IS BASED ALONG STREET OA - CONSTRUCT 6' COMBINATION TYPE SIDEWALK FOR ARTERIAL 0 - CONSTRUCT 16 FT RESIDENCE DRIVEWAY PER CITY OF EC CENTERLINE UNLESS OTHERWISE NOTED. EP STREETS OR 5' COMBINATION TYPE SIDEWALK FOR LOCAL ECR BAKERSFIELD STD. ST -4 Q2 POWER POLES TO BE RELOCATED PER PG&E PLANS (000.00) STREETS, PER CITY OF BAKERSFIELD STD. ST -3 0 - REMOVE EXISTING SIGN O3 ALL CATCH BASINS TO BE TYPE A PER COB STD. D-14 © UCT ACCESS RAMP, PER CALTRANS STD. PLAN RSP A88A O _ INSTALL BARRICADE PER DETAIL ON SHEET 11 Qo SURVEY MONUMENTS TO BE SET RT CASE A @ EXISTING SURVEY MONUMENT (TO BE PROTECTED JN PLACE) ® MONUMENTS TO BE INSTALLED AT EVERY INTERSECTION ©- INSTALL STREET NAME SIGN, PER CITY OF BAKERSFIELD STD. T-1 O - INSTALL 12' CROSS GUTTER PER CITY OF BAKERSFIELD i AND AT THE BEGIN AND END OF ALL HORIZONTAL STA STATION ® STD. ST -17 a CURVES PER COB STD. ST -13 @ - INSTALL TYPE B CURB AND GUTTER, PER CITY OF BAKERSFIELD z LLJ w o STD. ST -1 0 - INSTALL TRAFFIC SIGNAL INTERCONNECT PER CITY OF IL J00 Z-, LLI QIm cc BAKERSFIELD SIDS. T-33 AND T-34. o W � I-- O - INSTALL STREET LIGHT PER CITY OF BAKERSFIELD STD. ST -14, AMERICAN ELECTRIC LIGHTING ATBO, AUTOBAHN SERIES a MOUNTAIN VISTA DRIVE. STA 10+00= BERKSHIRE ROAD STA 10+00 4w, D � -4AP 79 i r— caw('► IT T(1 A A11 AT CURVE TABLE CURVE # DELTA RADIUS LENGTH TANGENT C20 89'56'42" 30.00' 47.10' 29.97' BERKSHIRE ROAD SEE SHEET 8 NOTE EXISTING TRAFFIC INTERCONNECT LOCATED IN THE WEST SIDE OF MOUNTAIN VISTA DRIVE. LEGEND AC ASPHALT CONCRETE BC BEGINNING OF CURVE BCR BEGIN CURB RETURN BW BACK OF SIDEWALK CB CATCH BASIN CR CROWN OF ROAD EC END OF CURVE EP EDGE OF PAVEMENT ECR END CURB RETURN ELEV ELEVATION (000.00) EXISTING ELEVATION MOUNTAIN VISTA DRIVE STA 10+00 TO 16+85.53 FOR CROSS SECTIONS, SEE SHEET 11 OF 12 FL FLOW LINE -0-� CHAIN LINK FENCE GB GRADE BREAK + STREET SIGN INV. INVERT Z STREET LIGHT LC LENGTH OF CURVE CALTRANS STD. PLAN LT LEFT RSP A88A CASE A PI POINT OF INTERSECTION DIRECTION OF GUTTER FLOW PRC POINT OF REVERSE CURVE PROPOSED SIDEWALK 000.00 PROPOSED ELEVATION Qo SURVEY MONUMENTS TO BE SET RT RIGHT @ EXISTING SURVEY MONUMENT (TO BE PROTECTED JN PLACE) R/W RIGHT OF WAY 1W FIRE HYDRANT ASSEMBLY 0.00/ SLOPE, IN FOOT PER FOOT i PROPOSED TRAFFIC SIGN STA STATION ® PROPOSED STORM DRAIN INLET E.F.P.U. EASEMENT FOR PUBLIC UTILITIES STA. 16+85.38, 1.0' LT L 7- SAWCUT TO A NEAT, CLEAN EDGE 1.0' FROM EXIST. EDGE OF PAVEMENT 7-V lV-2nnm--- 40' 0' 40' HORIZ. SCALE: 1"=40' VERT. SCALE: 1"=4' ILE NAME. L:\Projects\2013\130205.02\ACRD\Improvements\STREETS\130205.02—CH9—MOUNTAIN.dwg — LAST SAVE. 1/26/2016 2:14:54 PM PDT W V z Z z CC 0 O z Q Ja J L U H� LL O , N W Fr F, m p W t7i W DQ~ o z 0 LAS z I a ar- o (C)C. z LLJ w o Z 0 UWP IL J00 Z-, LLI QIm cc o W � I-- a U W 0 r m W Q 0 AN 1± W U m W 0 d W o PLOT DATE: JANUARY 26, 2016 JOB NO.: 130205.02 FILE NAME: 130205.02-CH9-MOUNTAIN SCALE: 1 N—_,^. SHEET NO.: 'TV 10 OF 12 V z z CC O z Q Ja J U H� LL O , N W Fr F, m p W t7i W DQ~ o z 0 LAS z I a ar- o (C)C. z LLJ w o zo`r UWP IL J00 Z-, LLI QIm cc o W � I-- PLOT DATE: JANUARY 26, 2016 JOB NO.: 130205.02 FILE NAME: 130205.02-CH9-MOUNTAIN SCALE: 1 N—_,^. SHEET NO.: 'TV 10 OF 12 10' 1 20' 5' 1 5' 0. INSTALL 4.5' SIDEWALK_;7� PER C.O.B. ICONCRETE* CLASS 2 AGGREGATE BASE INSTALL TYPE "B" LL -1.0' COMPACTED SUBGRADE TO CURB AND 957. REL. COMP. GUTTER PER C.O.B. I 60' LOCAL STREET SECTION NOT TO SCALE ti 45' 1' 34' 2% r VARIES 4'-13' I 3' 20' 1 10' 5' 1 5' INSTALL TYPE "B'' CURB AND INSTALL 4.5' SIDEWALK GUTTER PER C.O.B. PER C.O.B. STD. S-3 STD. S-1 STREET NAME T.I. R AC CL2AB LOOKING HILLGATE AVE. 4.5 33 0.25' 0.40' EAST BELLINGHAM WAY 4.5 33 0.25' 0.40' NORTH FRAMPTON ST. 4.5 33 0.25' 0.40' NORTH BECKLOW ST. 4.5 33 0.25' 0.40' NORTH ALONDRA DR. 4.5 33 0.25' 1 0.40' EAST BRENTHOUSE ST. 4.5 33 0.25' 0.40' NORTH GOLDEN SQUARE AVE. 4.5 33 0.25' 0.40' EAST ROCHESTER CT. 4.5 33 0.25' 0.40' NORTH NEW BOND CT. 4.5 33 0.25' 0.40' NORTH CONDUIT ST. 4.5 33 0.25' 0.40' NORTH 11 CL cl Z Z VARIES 3 CL 1.7_ 2q, d o 27o TYPE 'A" ASPHALT CONCRETE CLASS 2 AGGREGATE BASE 1.0' MIN.COMPACTED SUBGRADE TO 957. REL. COMP. MOUNTAIN VISTA DRIVE COLLECTOR HALF STREET SECTION (WITHOUT MEDIAN) LOOKING NORTH NOT TO SCALE 45' 34' 1 5 J W W o W 3.2% cO r - INSTALL 5.5' COMBINATION TYPE INSTALL TYPE "B" SIDEWALK PER. CURB AND GUTTER CITY STD. S-3. PER. CITY STD. S-1. STREET NAME I T.I. I R I AC I CL2A8 I LOOKING MOUNTAIN VISTA DR. 1 6.0 1 33 1 0.30' 0.55' 1 NORTH BERKSHIRE ROAD COLLECTOR HALF STREET SECTION (WITHOUT MEDIAN) LOOKING WEST NOT TO SCALE FILE NAME. L:\Projects\2013\130205.02\ACRD\Improvements\STREETS\130205.02--CH10-DET.dwq - LAST SAVE 1/21/2016 3.05:26 PM PDT STREET NAME I T.I. I R I AC I CL2A8 11' BERKSHIRE RD. 1 6.0 1 33 LU 0.55' 1 WEST I. i M LO w m C; � 0 0 Li Z WG � U Oa az IL Z 01.. Y pQ U 0 ,� j Y z NW 0 z�sCL W CU U W z 0 Ld z � CL o � L o CO � Li z I X O g = �F a w o 2% f3-% m DAYLIGHT FROM HINGE�- V w o Z 0 ;i C; ()W W W Z J POINT TO EXISTING AT Q� '' - -y%, INSTALL 5.5 ' A 4:1 MAX SLOPE COMBINATION TYPE INSTALL TYPE "B" SIDEWALK PER. U TYPE 'A" ASPHALT CONCRETE CURB AND GUTTER CITY STD. S-3. CLASS 2 AGGREGATE BASE PER. CITY STD. S-1. LU 1.0' MIN.COMPACTED SUBGRADE TO 9590 REL. COMP. 0 BERKSHIRE ROAD COLLECTOR HALF STREET SECTION (WITHOUT MEDIAN) LOOKING WEST NOT TO SCALE FILE NAME. L:\Projects\2013\130205.02\ACRD\Improvements\STREETS\130205.02--CH10-DET.dwq - LAST SAVE 1/21/2016 3.05:26 PM PDT STREET NAME I T.I. I R I AC I CL2A8 I LOOKING BERKSHIRE RD. 1 6.0 1 33 1 0.30' 0.55' 1 WEST BOLTS WITH NUTS 2" I.D. STANDARD GALVANIZED PIPE NOTES 1, MARKINGS FOR BARRICADE RAILS SHALL BE ORANGE AND WHITE STRIPES (SLOPING AT AN ANGLE OF 45 DEGREES) 2.THE ENTIRE AREA OF THE ORANGE AND WHITE RAIL SHALL BE REFLECTORIZED AND SHALL MEET THE FOLLOWING MINIMUM DRY REFLECTIVE VALUES AT 0.2 AND 0.5 DEGREE DIVERGENCE, EXPRESSED IN UNITS OF CANDLEPOWER PER FOOT CANDLE PER SQUARE FOOT, AS MEASURED AT A DISTANCE OF 50 FEET FROM THE LIGHT SOURCE. THE WET REFLECTIVE VALUES SHALL BE A MINIMUM OF 90 PERCENT OF THE DRY VALUES. THE PREDOMINATE COLOR FOR OTHER BARRICADE COMPONENTS SHALL BE WHITE. INCLUDED WHIT RAN ANGLE 05 -4 45.0 20.0 13.0 6.5 +30 20.0 11.0 6.5 2.9 3. SECTION 57, "TIMBER STRUCTURES" OF THE STANDARD SPECIFICATIONS, CURRENT EDITION, SHALL APPLY_ ALL TIMBER TO BE DOUGLAS FIR CONSTRUCTION GRADE S4S. OR 4. RAILS SHALL BE NOMINAL 2" x 8" -GF 2" x 10" *5. WIDTHS OF BARRICADE AND PLACEMENT OF TRAFFIC STANDARD SIGNS SHALL BE DETERMINER/APPROVED BY THE BIREei6R- ENGINEER TYPICAL BARRICADE (END - OF - STREET) NOT TO SCALE Adjust R/W or obtain 4.0' 4.0' min. easement to occommodote full depth of approach. 1.5% min. - 2 O max. 6.0 Mm. 1.0' Leh 6.0" M/n. SECTION "A -A " NOTES - 1. All workmanship and materials shall conform to R E)Vansion pint M/er material shall consist of preformed strips of the applicable sections of the specifications entitled durable, resilient compound that conform to the requirements of the 'State of Califomio, Deportment of Transportation, Standard Specifications Standards Specifications' hereafter known as 9. Sections of existing drim approach being removed for replacement "Standards Specifications; current City approved edition shall be sawcut at the limits of removal as directed by the City 2. A current Street Permit issued by the City of Engineer. The section being removed shall be a minimum of 5.0' in Bakersfield Public Works Deportment must accompany length and sowcuts shall align with existing pint or score line all work within the City right-of-way. Replacement shall conform in dimension and location to the adjacent 3. Subgrade shall be constructed true to grade and existing impromments unless otherwise directed by the City Engineer. Doss section and compacted to 90% of maximum dry 10. Sections being replaced may be poured against existing pavement density as determined by ASTM D-1557 to a depth of if in good condition and with the prior approval of the City 6' below top of subgrode. Engineer. Otherwise" the existing pavement shall be sawcut a minimum 4. Concrete for drive approach shall conform to the of 2.0' from the edge of concrete or as directed. Pavement patch requirements of the Standard Specifications for minor shall conform to the requirements of Standard Deto7 ST -11. concrete (min. cement content 505 /b/cu )d). 11. Curb and gutter and body of approach shall be poured Concrete shall contain no additives unless prior separately, not monolithically. approval is obtained from the City Engineer. 12. No drive approach construction shall be permitted le street or 5. Timber forms shall be surfaced on the side placed alley curb returns. next to the concrete and shall not be less than 1.5 thick after being surfaced. Forms and subgrode shall 13. Edge of drive approach shall be a min. of 2.5' from adjacent lot line. be wetted immediately prior to placement of concrete. 14. Existing curb, if in good condition, may be sawcut and removed 6. Concrete shall be troweled smooth, edged and then ( curb cut) to accommodate construction of new residential drive given a light broom finish. Immediately after finishing, approach or widening of existing approach. all exposed surfaces shall recene o uniform application of white pigmented curing compound conforming to the Standard Specifications The surface of the concrete shall be kept moist untn7 the curing compound AVO is applied. , 5 � 7. L•'xponsion pints shall be constructed of both ��d� � 4 aeon ends of approach. Weakened plan pints; 2.0' deep, eto0"` C�d1t\ t� shall be placed at center of approach and at 10.0 \ e P maximum intervals and as directed by the City Engineer. �opd O , COO G� 5.0 p�1Q100 4.0' min. : t� 8L.. �t 0 moi 45 typ. 0�2. w\k \0 Sideo <b C�a�t\on ' P o� �o1n \ DATE R'12/13 STANDARD JVH/8W SINGLE FAMILY RESIDENTIAL `*�� LEsH DRIVE APPROACH -TYPE "A" ZEE N.T.S. APPROVED SHEET N0. C`." OF BAKERSFE LD ST -7 CALFORNI[A CITY ENGINEER PUBLIC WORKSDEPARTMENT 2" CONDUIT A A TO VJEW I h CONDUITS SHALL BELID SHALL READ 'TRAMC SIGNAL" C14CAPPED IN PULL BOXES 12" NOTCH OUT FOR VARIOUS l2" CONDUIT SIZES (TYP) EXTENSION O O CLEAN CRUSHED ROCK SUMP, SEE SID PLAN GROUT PER 2" SECTION A -A FOR DETAILS -8 CAL TRANS STANDARDS NTS RBER MODEM r -SINGLE PANEL HOUSING 400' MAX BE7NEEN PULLBOXES \-CONDUIT fLOiKINE-, NOTE CONDUIT TO BE INSTALLED UNDER SIDEWALK AREA. ANY DENATTON FROM TYPICAL INSTALLA17CW STANDARD MUST BE APPROVED 1N ADVANCE BY CITY TRAfAC ENGINEER TYPICAL CONDUIT / PULLBOX LOCAtION NTS ETHERNET CARD ETHERNET CABLE ,-SINGLE PANEL HOUSING 12 STRAND SMFO MAfN RBER l>IGABIT SWITCH SC PATCH CORDS SC PATCH CORDS \\ SC ADAPTERS SC ADAPTERS - MAIN FIBER MAIN f1BER SPLICE VAN T SPLICE ENCLOSURE TYPICAL STANDARD FIBER OP71C CONNEC7101V NTS CONDUIT DEPTH MINIMUM CONDUIT DEPTH UNDER SIDEWALK= #" TO TOP OF PIPE MINIMUM CONDUIT DEPTH UNDER STREET = 30 TO TOP OF PIPE MlL11 MT CONOUr TRAFFIC SIGNAL INTERCONNECT SHALL BE INSTALLED AS DIRECTED BY THE CITY TRAFfTC ENGINEER. OMISSION OF INTERCONNECT CONDUIT MAY BE ALLOWED ONLY WHERE ACCEPTABLE ALTERNATE INTERCONNECT CONDUIT ALONG ARTERIAL OR COLLECTGR STREETS MEANS OF COMMUNICA17ON IS PROVIDED FOR IN THE CITY TRAFFIC COMMUNICA170N MASTER PLAN. MULTI -DUCT CONDUIT IS REQUIRED ON ALL SIGNAL COMMUNICATION BACKBONE ROUTES SHOWN ON THE CI>Y 1RAfFIC COMMUNICATION MASTER PLAN, PULL BOXES SHALL BE CAL TRANS STANDARD N0. 6. REVISED: INSTALL 2" OR 3" SCHEDULE 40 CONDUIT UNDER SIDEWALK WITH PULL BOXES AT 400' MAXIMUM INTERVAL. PULL BOXES SHALL BE NO 5 *7H EXTENSIONS AND KNOCKOUTS CONDUIT SHALL BE BROUGHT INTO PULL BOXES PARALLEL TO THE EXIS77NG SURFACE (HORIZONTAL). THE TOTAL ANGULAR BEND OF CONDUIT BETWEEN PPULL BOXES SHALL NOT EXCEED 180 DEGREES A PULL ROPE WITH TRACER WIRE CONFORMING TO SECTION 86--2.05C APMVM 7NSTALLA17ON' OF 7HE STANDARD SP£CIRCA776N ShALL BE INCLUDED IN ALL INTERCONNECT CONDUIT FOR INSTALLAl10N OF FUTURE CONDUCTORS 12 STRAND SMFO 10, MAIN RffiR r•SPLICE ENCLOSURE SPLICE VAULT J TYPICAL ETHERNET FIBER OP77C CONNECTION NTS SIGNAL CONTROLLER /fY MODEM C2S CABLE r -TERMINAL BLOCK SURGE PROTECTOR-, COPPER WIRES TYPICAL COPPER CABLE CONNEC17ON NTS CABLE I - I _(LIA 1(0 U2, U W � w 00 O U 0f r I I m x 0) r-0 0) r- a 4C z m D I. i M LO w m C; � 0 0 Li Z WG � U Oa az IL Z 01.. Y pQ U 0 ,� j Y z NW 0 O�W W CU } M z 0 Ld z � CL o � L e o Li z I X O g = �F a m2 F- a m a V w o Z 0 ;i C; ()W W W Z J 0M� Q� F- v� U U LU 0 M 0 05, n X LJ Z 0 O �w LU z = W U_U :020 d- mN o r W � w 00 O U 0f r I I m x 0) r-0 0) r- a 4C Q M Y E X U S Q m D I. i M LO w m C; � H3 lei. 0 Li Z WG � U Oa az IL Z 01.. Y pQ U 0 ,� j Y z NW 0 O�W W CU } M CL Ld z � CL o � L e o ' V ' Z 4C J � � H 0 Z WG J IL Z 01.. O LL z NW V O�W C0 Ld ZW 215 o cW � DQ LL. z c Li z I X O g = �F a m2 F- a m 0 - V w o Z 0 ;i C; ()W W W Z J 0M� Q� F- v� rL OT DATE: JANUARY 21, 2016 JOB NO.: 130205.02 FILE NAME: 130205.02 -CH 10 -DET SCALE: N.T.S. SHEET NO.: H : 11 OF 12 Know what's below. Call before you dig. BERKSHIRE ROAD R1-1 20 -SF OF LIMIT LINE(�) 1-1 C SIGNING, STRIPING AND PAVEMENT MARKING NOTES 1. ALL WORK SHALL CONFORM TO THE 2010 EDITION OF THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD PLANS AND SPECIFICATIONS, THE 2012 EDITION OF THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CA MUTCD), THE LATEST EDITION OF THE CITY OF BAKERSFIELD IMPROVEMENT STANDARDS AND SPECIFICATIONS, AND THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL VERIFY THE INFORMATION SHOWN ON THESE PLANS WITH THE REFERENCED DOCUMENTS AND NOTIFY THE CITY OF BAKERSFIELD OF ANY DISCREPANCIES 48 -HOURS PRIOR TO COMMENCING WORK. 2. ALL CONFLICTING TRAFFIC LINES AND PAVEMENT MARKINGS SHALL BE COMPLETELY REMOVED BY LIGHTLY GRINDING. J. STRIPING PROCEDURES SHALL BE PER THE CITY OF BAKERSFIELD STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. 4. ALL EXISTING SIGNS TO BE REMOVED SHALL BE SALVAGED AND RETURNED TO THE CITY. 5. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD UNLESS OTHERWISE NOTED. LEGEND REMOVE EXISTING TRAFFIC STRIPE AND/OR PAVEMENT MARKING AS SHOWN BY LIGHTLY GRINDING. EXISTING SIGN(S), AS NOTED, AND SIGN POST TO REMAIN UNLESS OTHERWISE INDICATED. Er NEW SIGN(S), AS NOTED, ON NEW SIGN POST. YELLOW DIAGONAL MARKINGS, 12- WIDE, SPACED AT 20' O.C. ALONDRA DRIVE R1-1 150 LF OF DETAIL 38 EXISTING R/W R26 (CA) I II I I I' , — ff:D06 0 R26 (CA) 0 R26 (CA) - - - - - - - - - - - - - - - - - - - - — — - - - - - _=_____----=-_ STA. 12+49.08, 5.44' LT - 0 L-TYPEIV(L) ARROW 4 J) 150 LF OF DETAIL 38 l 11 PROPOSED R/W 11 O4 TYPE IV(L) ARROW 9 8 7 6 5 4 3 2 1 1 2 BERKSHIRE ROAD III 1 11.1 ALONDRA DRIVE -100 LF OF DETAIL 38 R26 (CA) - - - - - - - - - - -r C) 1-- U- Lij -j M M M C) 201 0 W I I z W m rn LU 0 LU 0 LLJ 0) LZ 3: Y Lt. 0 SCALE: 1 40' Z3 40' 09 40' CONSTRUCTION NOTES 0 STA. 23+01.09, 14.34' LTBC EXISTING STRIPING TO BE REMOVED. C) STA. 21+00.88, 7.00' LT STA. 23+94.J4, 17.17' LT (D + R26 (CA) R26,5jCA) FURNISH & INSTALL R1-1 REGULATORY SIGN AND POST. C> EXISTING DETAIL 27B 0� EXISTING R/W - - - - - - NEW STRIPING TO BE INSTALLED. — — — — — — — — — — — — — — — — — — — — — — — — — — —70 CURVE TABLE — — — — — — — — — — — — — — — — — — — — - - - - - - NEW PAVEMENT MARKING TO BE INSTALLED. < cr — — — — — — — — — — — — --- — — — — — — — — — — — — — CURVE DELTA RADIUS LENGTH TANGENT f 430 LF OF DETAIL 22 1,500'R C)l N- 0 %. F-- L — F SECTION LINE/CONSTRUCTION CENTERLIN C1 3'31'17" 1500.00' 92.19' 46.11' INSTALL 4" YELLOW INTEP'OR LINES EVENLY SPACED AT 25' O.C. Uj I N W> 1-00 Y i 1 1 :5 C2 C2 J*3351" 1500.00' 93.31' 46.67' EXISTING PAVEMENT MARKING TO BE REMOVmED. 23+ - 5 :,279 - -0024 a 25 00 - - - - - - - - -7 REMOVE AND SALVAGE EXISTING STREET NAME SIGN AND POST. < 0+23.12, 2.77' RT MOUNTAIN VISTA DRIVE Q REMOVE AND SALVAGE EXISTING OM1 -3 WARNING SIGN AND POST. WREMOVE AND SALVAGE EXISTING WI -6 WARNING SIGN AND REPLACE WITH 1 CO . . . EXISTING TYPE "E" WHITE A NEW W1-7 SIGN. CHANNELIZERS (TYP.) 10 REMOVE AND SALVAGE EXISTING OM1 -3 AND WI -6 WARNING SIGNS. O'R 11 EXISTING R/W 11 FURNISH & INSTALL R26 (CA) REGULATORY SIGN AND POST. 16 SCALE: 1 = 40' 40' 0% 40' 1 FILE NAME.• L:\Projects\2013\130205. MOUNTAIN NTAIN VISTA DRIVE�Q� 'I ( Iiii l 11 �� ic + N,\--9+00 eeo VD \,STREL7S\130205.02-CH11-SSM.dwo - LAST S4VE.• 111412016 3:06:38 PM PDT 12 752 LF OF 4" WHITE LINE BILI-J11PIKSHIRE ROAD CONDUIT STREET PROPOSED EDGE OF PAVEMENT 26 PROPOSED R/W I v SECTION LINE/CONSTRUCTION CENTERLINE/ PROPOSED EDGE OF PAVEMENT 651 LF OF DETAIL 22 0 DETAIL 2'23U 27 SCALE: 1"= 40' 40' oll 40' 11 SCALE: I "= 40' 40' 09 40' 09 D rn A 0% rIAWINtj HEVISIO YES 4:Zi' [ - �—bP,« u 2 0 Li 01) 01,1- cr- r- F-- M M M C) (D rn^ m PI) a. co < n, X 0 0') L0 < "n m 0 L0 U-) => Li m Or ZZ F, 6� NM 00--, 0 LLJ 0) LZ 3: Y Lt. 0 Ln Z3 0 U— 0 Oa iz WEWZ W >— 21 U) m m 0 Ld CU !E 5, 0 Ld cl. LLJ > z 0 z LLJ cj� a - cy a- 0 U) 00 W to L 0 W Lf) Z 0 0 (n W 5-: 111 o co'cl) Li 01) 01,1- cr- r- F-- M M M C) (D rn^ m PI) a. co < n, X 0 0') L0 < "n m 0 L0 U-) => Li m Or ZZ F, 6� NM 00--, 0 LLJ 0) LZ 3: Y Lt. 0 Z3 0 U— 0 Oa iz WEWZ W >— 21 U) m m 0 Ld CU !E 5, 0 Ld cl. LLJ > z 0 z LLJ cj� a - cy a- 0 U) 00 W to L 0 W Lf) LOT DATE: PL JANUARY 21, 2016 JOB NO.: 130205.02 JOB NAME: 130205.02-CHII-SSM SCALE: 1 *=40' SHEET NO.: 12 12 OF ii Z z co cc co(D 0 ZZ LL :52 V H� z U— 0 0 N WEWZ W >— 0 LL. 2 z 0 Ld ZM DOCL 0c* (L LL, a: 5, 0 0— LLJ > z 0 W WE z CL Lu 0 U) 00 W to mc 0 W Lf) P LOT DATE: PL JANUARY 21, 2016 JOB NO.: 130205.02 JOB NAME: 130205.02-CHII-SSM SCALE: 1 *=40' SHEET NO.: 12 12 OF ii