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HomeMy WebLinkAbout1.1-6916 Ph 1TRACT NO. 6916 STREET IMPROVEMENTS PLANS., UNIT 1 BAKERSFIELD., CALIFORNIA 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 314" 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 I 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 I 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 MET. 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 3 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. 3 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 3 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 3 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 9090 OR MORE THAN 967., 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 3 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 3 B. ASTM D 1188 WHEN SLABS OR CORES ARE TAKEN FOR LABORATORY TESTING. ZINC STEARATE MAY BE SUBSTITUTED WITH PARAFFIN. 3 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 ......... WHICH ALLOWS UP TO 50% 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 95% OF MAXIMUM DRY DENSITY. 29. PAVING CONTRACTOR SHALL GRADE THE PAVING AREAS TO THE FOLLOWING MODIFIED CALTRANS STANDARD SPECIFICATION SECTION 19 -1.03 PFR THE CITY OF BAKERSFIELD: 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. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER /SUBDIVIDER /CONTRACTOR. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. 31. 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. 32. 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: NOTE TO OWNER AND CONTRACTOR 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. I u ► I I 3 k14 ! I 17 18 19 20 21 22 2 24 25 26 27 28 DEMATED PARK SRE I I � HILLGATE AVENUE - - I T�r 13 12 11 7 3 W 34 33 32 31 30 29 W ' UNIT 1 RE� PARK I ! , o I s� q l 6 7 8 9 1 38 40 41 42 43 44 45 46 8' - - - -�- ALONDRA DRIVE 1�i 2 65 64 63 62 81 60 59 58 57 56 55 54 53 52 51 50 49 4i 47 1 85 84 83 82 81 80 79 78 7T 76 75 74 73 72 71 TO 2 3 - - - GOLDEN SQUARE AVENUE - - I � 69 e8 4 18 19 355 50 51 66 5 17 20 33 36 49 52 6 I 16 21 o I 32 37 48 53 W 65 lei U of I 64 7� 22 w� 31 38 �� 4T 54� 8 �I � 63 23 al z 46 � � 14 I I 62 I 9 24 UNIT 2 , 29 40 '� 56 61 10 25 28 41 44 57 60 11 26 271 42 43 58 I 59 BERKSHIRE ROAD KEY MAP LEGEND 2,183 LF ARTERIAL STREET MT. VISTA DRIVE 538 AC ASPHALT CONCRETE FL FLOW LINE STREET NAME SIGNS CHAIN LINK FENCE BC BEGINNING OF CURVE GB GRADE BREAK + STREET SIGN BCR BEGIN CURB RETURN INV. INVERT TYPE B ASPHALT CONCRETE STREET LIGHT BW BACK OF SIDEWALK LT LEFT 11 EACH CALTRANS STD. PLAN CB CATCH BASIN PI POINT OF INTERSECTION TYPE "E" WHITE CHANNELIZER RSP A88A CASE A CR CROWN OF ROAD PRC POINT OF REVERSE CURVE w w ° DIRECTION OF GUTTER FLOW EC END OF CURVE 000.00 PROPOSED ELEVATION 0 PROPOSED SIDEWALK EP EDGE OF PAVEMENT RT RIGHT OO SURVEY MONUMENTS TO BE SET ECR END CURB RETURN R/W RIGHT OF WAY @ EXISTING SURVEY MONUMENT ELEV ELEVATION 0.00% SLOPE, IN FOOT PER FOOT 1W FIRE HYDRANT ASSEMBLY (000.00) EXISTING ELEVATION STA STATION i PROPOSED TRAFFIC SIGN SCALE: 1"= 200' 200 0' 200 3. 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. 4. 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. 5. NO CITY INSPECTIONS WILL BE GIVEN FOR THE WORK IN THIS AREA UNTIL A SUBDIVISION PERMIT WITH APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINED. 6. 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) 7. COMPACTION TEST NOTE - COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER /SUBDIVIDER /CONTRACTOR. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. 8. INSTALL BLUE MARKERS AT CENTERLINE FOR FIRE HYDRANT LOCATIONS. 9. STREET LIGHT LUMINAIRES ARE TO BE LED AS SPECIFIED IN COB SPECIAL PROVISIONS SECTION 86 -6.01 OR AS APPROVED BY THE CITY ENGINEER. BREAKDOWN OF STREET LENGTHS STREET CLASSIFICATION UNIT NO. 1 LOCAL STREET 2,183 LF ARTERIAL STREET MT. VISTA DRIVE 538 LF A "W INNI_ \E.`7N6`11 UNIT Nn_ 1 CITY STD. TYPE "B" CURB AND GUTTER 6,677 LF 4.5' SIDEWALK 19,182 SF 5.5' SIDEWALK 2,959 SF RESIDENTIAL DRIVEWAY APPROACH 6,500 SF STREET NAME SIGNS 12 EACH BLOCK WALL 596 LF 20' CURB RETURN WITH ACCESS RAMP 10 EACH 30' CURB RETURN WITH ACCESS RAMP 2 EACH TYPE A ASPHALT CONCRETE 470 TONS TYPE B ASPHALT CONCRETE 2,242 TONS CLASS 2 AGGREGATE BASE 2,198 CY STREET SURVEY MONUMENT 11 EACH STREET LIGHTS 10 EACH BARRICADES 5 EACH TYPE "E" WHITE CHANNELIZER 8 EACH DETAIL 27B STRIPE 405 LF 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 PANAMA AND OLD RIVER. FILE NAME.. L: \Projects \2013\ 130205.01 \ACRD \Improvements \STREET\ 130205. 01 -CH 1 -CV. dwg - LAST SAVE: 12/11/2014 2:51:53 PM PDT SURVEYOR'S NOTE STANDARDS SHEETINDEX ST -1 CURB AND GUTTER TYPE 'B" ST -3 SIDEWALK ST -4 RESIDENCE DRIVEWAY ST -5 HOUSE NUMBERS FOR CURBS ST-7 CROSS GUTTERS ST -9 STD. STREET SPECIFICATIONS ST -10 STD. STREET SECTIONS ST -13 SURVEY MONUMENT ST -15 CUL -DE -SACS ST -16 STREET KNUCKLE D -16 GUTTER DEPRESSIONS D -18 MANHOLE TYPE "B" BENCHMARK 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 BEARING 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 beIow. Call before you dig. 1- 800 - 642 -2444 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. 1. COVER SHEET 2. INDEX SHEET 3. HILLGATE AVE, STA. 10 +00 TO 19 +00 4. HILLGATE AVE. STA. 19 +00 TO 20+10 BRENTHOUSE STREET STA. 15 +66 TO 17 +27 5. ALONDRA DRIVE, STA. 10 +00 TO 19 +00 6, ALONDRA DRIVE, STA. 19 +00 TO 23+17 BELLINGHAM WAY STA. 10 +00 TO 11+62 7. FRAMPTON. STA. 10 +00 TO 13+10 BECKLOW ST. STA. 10 +00 TO 1J+10 B. MOUNTAIN VISTA DR., STA. 15 +25.30 TO 21+57 9. STREET CROSS SECTION DETAILS VICINITY MAP NTS \NEER �( b/ o � W = uM7 > U W Z Q o / o Z APPROVED BY. �` EXP. DATE APPROVED BY. NICOLAS FIDLER, PUBLIC WORKS DIRECTOR DATE Im Q Q R.C.E. NO. 61 E . 1213114-4-1(o O o�, o U_ REVIEWED BY. ASST. PUBLIC WORKS DIRECTOR DATE 0 Q N E c0 cD Q H REVIEWED BY: TRAFFIC ENGINEER DATE \NEER �( b/ o � W = uM7 > U W Z Q o / o Z 13 O (D s W a rn a o N t- Im Q Q _ O o�, o U_ 11 o 0 Q N E c0 cD Q H LL z T W 0 O HW w w ° W m o C o m � o O a = W� a 0 vii 3 = m 0) * ��� 4 Z = W a0ow� � U 00�� U O? EL EL Z Y U7 Q Y >>> a m m o m CU m Z W Or o < � U PLOT DATE: Dec -11 -2014 02:58PM JOB NO.: 130205.01 FILE NAME: 130205.01- CH1 -CV SCALE: N.T.S. SHEET NO.: 4 1 OF 9 Z Z Im co O Z U_ a 0 H LL z T W 0 O HW W N Z> o C Ld O ,� O a = W� a 0 (0 aW r = z � Ld m 0) * ��� Q o Z CLUB zoo ~w� UWj Know what's below. 0111 before you dig. 1- 800 - 642 -2444 J FILE NAME. L: \Projects \2013\ 130205.01 \ACRD \Improvements \STREET\ 130205. 01 -CH2-INDEX. dwg - LAST SAVE 91412014 2:59:55 PM PDT INDEX SHEET I FUTURE TRACT 1824 a SHEET 5 no �J U Q OC W H LL Ni SCALE: 1 "= 80' 80' 0' 80' oy o o � ; 038 0 i N �- Z Q Q Li p co = z a O o CD vwi m Q N Li. cD CO Q D O O W r v O N m O W � O in J a Z U W C U OZ U Z r CO EL O 0 O z Y U) w 0 Y L m m z m M i C0 aW Q m z W Q O � oQ U � L U q- � W 00 W 1� 00L, -� w U Cn W m m W F— Q D oy o o � ; 038 0 U N �- Z Q Q Li p co = z CL cp O a O o CD vwi m Q N Li. cD CO Q D U N (n O CO = O W r v O N m O W � O � (!7 H m J a Z U W C U OZ U Z r CO EL O 0 O z Y U) W 0 Y L m m O o toW M i C0 aW Q m z W Q z � oQ U � L U UJan PLOT DATE: Dec -11 -2014 02:58PM JOB NO.: 130205.01 FILE NAME: 130205.01 -CH2 -INDEX SCALE: 1 ° =80' SHEET NO.: It 2 OF 9 U Z Z O z LL Q J a a. U Z r CO 0 O LU H W w W ZLU L D O g O w Z) M i C0 aW z W Q rn u U F-LU o Z zoo UJan � W 00 W 1� 00L, -� PLOT DATE: Dec -11 -2014 02:58PM JOB NO.: 130205.01 FILE NAME: 130205.01 -CH2 -INDEX SCALE: 1 ° =80' SHEET NO.: It 2 OF 9 Know what's below. 0111 before you dig. 1 -800- 642 -2444 GENERAL NOTES CONSTRUCTION NOTES DELTA RADIUS O1 ALL STATIONING IS BASED ALONG STREET OA - CONSTRUCT 6' COMBINATION TYPE SIDEWALK FOR ARTERIAL O - CONSTRUCT 16 FT RESIDENCE DRIVEWAY PER CITY OF 14.29' CENTERLINE UNLESS OTHERWISE NOTED. 268'49'50" STREETS OR 5' COMBINATION TYPE SIDEWALK FOR LOCAL 197.06' BAKERSFIELD STD. ST -4 O2 POWER POLES TO BE RELOCATED PER PG &E PLANS 35.00' STREETS, PER CITY OF BAKERSFIELD STD. ST -3 ©- REMOVE EXISTING SIGN O3 ALL CATCH BASINS TO BE TYPE A PER COB STD. ® CONSTRUCT ACCESS RAMP, PER CALTRANS STD. PLAN RSP A88A C5 90'00'00" 20.00' D -14 20.00' UT O _ PROTECT SIGN IN PLACE ® MONUMENTS TO BE INSTALLED AT EVERY INTERSECTION ©- INSTALL STREET NAME SIGN, PER CITY OF BAKERSFIELD STD. T -1 OI - INSTALL BARRICADE PER TYPICAL BARRICADE DETAIL ON SHEET 9 14 AND AT THE BEGIN AND END OF ALL HORIZONTAL ECR STA. 13 +89.57, 40.00' RT STA. 10 +53.89, 20.00' 0 0 �� CURVES PER COB STD. ST -13 @ - INSTALL TYPE B CURB AND GUTTER, PER CITY OF BAKERSFIELD - INSTALL W- 31(CA) SIGN WITH OM4 -3 MARKER AT PHASE STA. 10 +51.65, 20.07' STD. ST -1 w BOUNDARY OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED CB -3, DEP. FL 344.15 r 16 FOR CROSS SECTIONS, SEE SHEET 9 OF 9 AT THE SAME TIME. REMOVE AND SALVAGE SIGN WITH N CL 0 - INSTALL STREET LIGHT PER CITY OF BAKERSFIELD STD. ST -14, STA. 10 +29.39, 30.00' CONSTRUCTION OF ADJACENT PHASE + CIO AMERICAN ELECTRIC LIGHTING ATBO, AUTOBAHN SERIES PRC J Q� J I ��2 OK - PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS LO LO Q Q STANDARD SPECIFICATION PTH- 02ALKYD CURVE TABLE CURVE # DELTA RADIUS LENGTH TANGENT C1 44'24'55" 35.00' 27.13' 14.29' C2 268'49'50" 42.00' 197.06' 42.87' C3 44'2455" 35.00' 27.13' 14.29' C4 90'00'00" 20.00' 31.42' 20.00' C5 90'00'00" 20.00' 31.42' 20.00' C6 90'00'00" 20.00' 31.42' 20.00' 352 STA. 10 +29.39, 30.00 0 PRC FL 344.39 - - - T STA. 10 +53.89, 20.00 LT BC 127.0014L� 4.03, FL 344.32 17 18 19 20 22 STA. 10 +56.14, 20.00' L j CB -1, DEP. FL 344.15 1 21 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 23 Fz OPENING 3.5 F `�' `� r CHAIN LINK FENCE 0) GRADE BREAK 1 STREET SIGN N N+, 10 I 1 STREET LIGHT I �.. �F , � I L0 F 1 F F F o STA. 13 +74.45, -- - N 37 + � + I I C) STA. 13 +75.16, I I o RIGHT I o o 0 RT STA. +77.28, 35.12' RT Ln BC 15 �F coF 14 STATION ECR STA. 13 +89.57, 40.00' RT STA. 10 +53.89, 20.00' 0 0 �� 0 + Y + F STA. 10 +51.65, 20.07' RT w m � CB -3, DEP. FL 344.15 r 16 FOR CROSS SECTIONS, SEE SHEET 9 OF 9 OPENING 3.5' N CL I F- w STA. 10 +29.39, 30.00' + + + CIO FL 344.39 I PRC J Q� J I ��2 LO LO Q Q I o Q `i --1 co cry -- `-" (n - - w c~r> 10'Q I STA 9 +58 GB CI FL 344.63 C2 10 0 0 - A D - ��-- - - 11tOO 60 STA. 9 +51.50, 0.0 D ' A LIGHT #630X7 C3 °ol _ 348 CO ` - -7 J I 20' 40' 12 +00 t20' _L-C) CO + + N I F F 13 12 HILLGATE AVE. STA. 14+9.5T=- 13 ±00 FRAMPTON ST. STA. 13+ 1014 STA. 13 +69.57, 20.00' RT BCR FL 345.27 C4 STA. 14 +54.03, 20.00 LT FL 345.52 GB 20' -� 15 ±00 - 60' 40' - 4 16 +00 STA 14 -(-5Fi .9R- 27- nn' RT Lq FLOW LINE `�' `� r CHAIN LINK FENCE 0) GRADE BREAK � � CIO STREET SIGN N N+, 10 I + + `� STREET LIGHT I �.. �F , � I L0 CALTRANS STD. PLAN 1 F � , I F F o STA. 13 +74.45, -- - N 37 + � + I I STA. 14 +49.57, 20.00' RT STA. 13 +75.16, I I FL 345.51 RIGHT 34.4 1 ' 13 o . 14+ STA. 14 +29.57, 40.00' RT STA. +77.28, 35.12' RT ° BC 15 �F coF 14 STATION ECR STA. 13 +89.57, 40.00' RT STA. 10 +53.89, 20.00' RT co >>_> FL 344.32 Y EC F STA. 10 +51.65, 20.07' RT w m � CB -3, DEP. FL 344.15 19 +00 16 FOR CROSS SECTIONS, SEE SHEET 9 OF 9 OPENING 3.5' � CL U ^ F- w STA. 10 +29.39, 30.00' RT Zo a- FL 344.39 I PRC J Q� °ol _ 348 CO ` - -7 J I 20' 40' 12 +00 t20' _L-C) CO + + N I F F 13 12 HILLGATE AVE. STA. 14+9.5T=- 13 ±00 FRAMPTON ST. STA. 13+ 1014 STA. 13 +69.57, 20.00' RT BCR FL 345.27 C4 STA. 14 +54.03, 20.00 LT FL 345.52 GB 20' -� 15 ±00 - 60' 40' - 4 16 +00 STA 14 -(-5Fi .9R- 27- nn' RT Lq FLOW LINE `�' `� r CHAIN LINK FENCE 0) GRADE BREAK � � CIO STREET SIGN N N+, 10 I + + `� STREET LIGHT I �.. �F , � I � � CALTRANS STD. PLAN 1 F � , I F F RSP ABBA CASE A STA. 13 +74.45, 32.29' RT I I 37 36 C 345.99 I I STA. 14 +49.57, 20.00' RT STA. 13 +75.16, I I FL 345.51 RIGHT 34.4 1 ' 13 RT I I . 14+ STA. 14 +29.57, 40.00' RT STA. +77.28, 35.12' RT FL BC C 346.04 I STA STATION ECR STA. 13 +89.57, 40.00' RT PROPOSED TRAFFIC SIGN FL 345.71 N >>_> O Y FRAMPTON STREET / O� Z SEE SHEET 7 O w m � HILLGATE AVENUE STA 10 +00 TO 19 +00 Z FOR CROSS SECTIONS, SEE SHEET 9 OF 9 oQ 344 -�_� _-- S= O.CO30 -� NORTH ROW LINE 340 336 352 Wool, 344 340 336 i ohm N EXISTING GROUND ! + Lc, d L-: i AT CENTERLINE 25 0 + Q v� FL FLOW LINE `�' `� r CHAIN LINK FENCE GB GRADE BREAK + STREET SIGN INV. INVERT STREET LIGHT LT LEFT CALTRANS STD. PLAN PI POINT OF INTERSECTION 0 RSP ABBA CASE A PRC POINT OF REVERSE CURVE w DIRECTION OF GUTTER FLOW 000.00 PROPOSED ELEVATION 0 PROPOSED SIDEWALK RT RIGHT OO SURVEY MONUMENTS TO BE SET R/W RIGHT OF WAY � EXISTING SURVEY MONUMENT 0.00% SLOPE, IN FOOT PER FOOT U FIRE HYDRANT ASSEMBLY STA STATION i PROPOSED TRAFFIC SIGN 0 6 + BELLINGHAM WAY SEE SHEET 6 I ECR STA. 18+69.03,140.00' LT !I t FL 344.93 _ - - STA. 18 +49.03, 20.00' LT BCR FL 344.73 STA. 18 +46.78, 20.00' LT CB -2, DEP. FL 344.56 i OPENING 3.5' 26 27 28 F F ° Q) I CIO I C6 W E STA. 18 +41.61, 27.00' LT z W 17 +00 D A LIGHT #630X518 +00 1 = _ HILLGATE AVE. STA. 18 +89.03 = 0 CD BELLINGHAM STA. 10 +00 F_ Q W W R/W CO d + �) �� ° o `�. SOUTH LOWL(ME - - -_ Q ' ~ Z, -- - - - -- - - (n LL LO =-°= 0.003 S_0 0140 5= 0.0064 I 5= 0.0020 S=(7062,5 S=010_25 Lo Ln C) n Q W 10 +00 11 +00 FILE NAME.• L: \ Projects\ 2013\ 130205.01 \ACAD \Improvements \STREET\ 130205. 01 -CH3-HILL&BRENT. dwg - LAST SAVE 12/11/2014 2:28:21 PM PDT 12 +00 13 +00 14 +00 15 +00 31.4 1 ' LC I mac,, om � o , CJ- N 1 - - -- �2 v Z1 Q J � W n I. T S_0.0064 LU W (�b - § V ?2 16 +00 17 +00 W Z J 2 U H l W W UJ 2 40' 0' 40' Emmonq HORIZ. SCALE: 1"=40' VERT. SCALE: 1"=4' 352 • 344 340 336 352 end/ Val 336 19 +00 / y�ER 4-d0 p uu-) , J r W Q � > U Z � o �P,�4, �1S��3a s M z Q °moo W Z Z z ° in V) o 0 UN N � c0 w r L O] ° ~ W O O LLJ 0 N m lai 3- 2 U � LLJ S C U Z U O Z 0 a 0 b N >>_> O Y I / O� Z m O w m � m m cc T Z 0 oQ � CL U ^ F- w vU O Zo a- 0 Z^ J Q� J 00 LZ ��2 U (n w 0 m w 0 / y�ER 4-d0 p uu-) , J r W Q � > U Z � o �P,�4, �1S��3a s M z Q °moo W Z U O_ Z z ° in V) o UN N � c0 w r L O] ° ~ W O O LLJ 0 N m lai 3- 2 U � LLJ S C U Z U O Z 0 a 0 Z Y N >>_> O Y I / O� ro m O w m � m m cc T Z w oQ � CL U ^ F- w vU O Zo PLOT DATE: Dec -11 -2014 02:57PM JOB NO.: 130205.01 FILE NAME: 130205.01 -CH3- HILL &BRENT SCALE: HORIZ. 1 " = 40' VERT: 1 " = 4' SHEET NO.: 30F9 z z O z L J Q a U Z 0 ° co I= O W C N / O� Z ' La- g TLS 2 W Q pO cc T f1r Q) 0 W �UQ � Q U ^ F- w Z Zo 0 Z^ J Q� J 00 LZ ��2 PLOT DATE: Dec -11 -2014 02:57PM JOB NO.: 130205.01 FILE NAME: 130205.01 -CH3- HILL &BRENT SCALE: HORIZ. 1 " = 40' VERT: 1 " = 4' SHEET NO.: 30F9 y��R ado u7 J W Q u7 > U 4 °z V O co- d d�1s�93a S� rn 0 Li 0 0 rn o Q rn N L U m Z o 0 cD cD Z O a � Zw 0 LL 0 O Q O li Cfl (O Q ao U N N m V) v v U O W N m 00 Nl- cl� 0 0 �_ T � (n m H W Y w ZD z2 U W cn U O z Ck� M w a a O W Q �V 0- Ga Z Y o Oi ( �w Q Z (-) Zoe HWQ VwJ W m ccP m Y 0 CU _ m cr- d a_ Z W L CL U a m o U V) W 0] m W H y��R ado u7 J W Q u7 > U 4 °z V O co- d d�1s�93a S� PLOT DATE: Dec -11 -2014 02:57PM JOB NO.: 130205.01 FILE NAME: 130205.01 —CH3— HILL &BRENT SCALE: HORIZ. 1" = 40' VERT: 1 " = 4' SHEET NO.: 4OF9 rn 0 Li 0 0 rn o Q rn N L U m Z U o 0 cD cD Z O a � Zw 0 LL O Q O li Cfl (O Q ao U N N m v v U O W N m 00 Nl- cl� 0 0 �_ T � (n m H W Y � c�l/)V� ZD z2 U W cn U O U O z L M w a a O W Q �V 0- Ga Z Y M O (3) M Oi ( �w Q Z (-) Zoe HWQ VwJ W m ccP m Y 0 CU _ m cr- d Z W L CL U a m o PLOT DATE: Dec -11 -2014 02:57PM JOB NO.: 130205.01 FILE NAME: 130205.01 —CH3— HILL &BRENT SCALE: HORIZ. 1" = 40' VERT: 1 " = 4' SHEET NO.: 4OF9 V Z_ 1 � Zw 0 LL m ao a V Z F- LL w z 0 �_ T � i= Wm � c�l/)V� W W cn z 006 O L M w QO a_ W Q �V 0- Ga Z M O (3) M Oi ( �w LLJ :5 > Z (-) Zoe HWQ VwJ W oLdLo ccP J Oo � " H co 2 PLOT DATE: Dec -11 -2014 02:57PM JOB NO.: 130205.01 FILE NAME: 130205.01 —CH3— HILL &BRENT SCALE: HORIZ. 1" = 40' VERT: 1 " = 4' SHEET NO.: 4OF9 Know what's below. Call before you dig. 1- 800 - 642 -2444 GENERAL NOTES CONSTRUCTION NOTES DELTA LEGEND I TANGENT C11 89'54'08" 30.00' O1 ALL STATIONING IS BASED ALONG STREET OA - CONSTRUCT 6' COMBINATION TYPE SIDEWALK FOR ARTERIAL OF - CONSTRUCT 16 FT RESIDENCE DRIVEWAY PER CITY OF AC ASPHALT CONCRETE FL FLOW LINE 31.38' CHAIN LINK FI NCE C14 CENTERLINE UNLESS OTHERWISE NOTED. 20.00' STREETS OR 5' COMBINATION TYPE SIDEWALK FOR LOCAL 20.03' BAKERSFIELD STD. ST -4 BC BEGINNING OF CURVE GB GRADE BREAK + STREET SIGN O2 POWER POLES TO BE RELOCATED PER PG &E PLANS 20.00' STREETS, PER CITY OF BAKERSFIELD STD. ST -3 ©- REMOVE EXISTING SIGN BCR BEGIN CURB RETURN INV. INVERT 62 V STREET LIGHT 60 59 I 58 57 I STA. 12 +67.77, 20.00' RT EAR w gW BACK OF SIDEWALK LT LEFT \ CALTRANS STD, PLAN 3 O ALL CATCH BASINS TO BE TYPE A PER COB STD. D -14 ©- CONSTRUCT ACCESS RAMP, PER CALTRANS STD. PLAN RSP A88A CASE A OH - PROTECT SIGN IN PLACE CB CATCH BASIN PI POINT OF INTERSECTION Y CD RSP A88A CA`)E A I FL - 344.50 I BCR cy I i m m CR CROWN OF ROAD PRC POINT OF REVERSE CURVE - DIRECTION OF GUTTER FLOW ® MONUMENTS TO BE INSTALLED AT EVERY INTERSECTION ©- INSTALL STREET NAME SIGN, PER CITY OF BAKERSFIELD STD. T -1 0 - INSTALL BARRICADE PER TYPICAL BARRICADE DETAIL ON SHEET 9 EC END OF CURVE 000.00 PROPOSED ELEVATION 0 PROPOSED SIDEWALK AND AT THE BEGIN AND END OF ALL HORIZONTAL 130205.01 FILE NAME: U EP EDGE OF PAVEMENT RT RIGHT OO SURVEY MONUMENTS 8E SET SCALE: CURVES PER COB STD. ST -13 OD - INSTALL TYPE B CURB AND GUTTER, PER CITY OF BAKERSFIELD - INSTALL W-31(CA) SIGN WITH OM4 -3 MARKER AT PHASE ( � ECR END CURB RETURN R/W RIGHT OF WAY @ U EXISTING SURVEY MONUMENT STD. ST -1 BOUNDARY OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED ELEV ELEVATION 0.00% SLOPE, IN FOOT PER FOOT FIRE HYDRANT ASSEMBLY O - INSTALL STREET LIGHT PER CITY OF BAKERSFIELD STD. ST -14, AT THE SAME TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE (000.00) EXISTING ELEVATION STA STATION i PROPOSED TRAFFIC SIGN m AMERICAN ELECTRIC LIGHTING ATBO, AUTOBAHN SERIES W OK - PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS Q STANDARD SPECIFICATION PTH- 02ALKYD MOUNTAIN VISTA DRIVE FRAMPTON STREET SEE SHEET 8 SEE SHEET 7 ` I g JT STA. 14 +99.04, 40.00' LT i ECR I STA. 10 +33.91, 49.95' FL 345.25 i I I STA. 15 +39.04. 40.00' LT BCR, 1 11 i FL 344.76 BCR STA. 12+f6.54, 20.00' LT STA. 14 +86.75, 35.12' LT I I FL 345.25 CURVE TABLE CURVE # DELTA RADIUS LENGTH I TANGENT C11 89'54'08" 30.00' 47.07' 29.95' C12 90'05'52" 30.00' 47.18' 30.05' C13 89'54'08" 20.00' 31.38' 19.97' C14 90'05'52" 20.00' 31.45' 20.03' C15 90'00'00" 20.00' 31.42' 20.00' C16 90'00'00" 20.00' 31.42' 1 20.00' 352 N I STA. 10 +41.91, 55.20' I LT FL 344.07 C 345.54 I I STA. 15 +53.45, 34.41 LT E CB -5, DEP. FL 343.90 STA. 14 +83.92, 32.29' LT I Nl- !I h ( LIGHT #630V2 , OPENING 4.0' C 345.49 I FLA345.09 9.04, 20.00' LT EC STA. 10 +63.91, 20.00' LT 4 FL 344.46 ECR C STA. 12 +53.09, BCR STA. 14 +79.04, 20.00' LT i STA. 15 +66.45, 27.00' LT I 26.92' LT FL 344.73 J20' I LIGHT #63OX 1 E 40 41 43 F F F OO /� j I p F O I 1 F F F F 'T o p p d r 0 0 N N I + + + + n 4 5 6 7 8 38 39 + 3 CO B RTW- ^ "-' - 1- - j c ci� w - - -- -- -- - - - -1- - - -- C11 B O A OND A STA. 10 +00= 5 C 16 W MUN IN VISTA STA. 16 +85.57 D A ALONDRA STA. 12 +27. = - J L1J - - 12 +00 BRENTHOUSE STA. 00 ALONDRA STA. 15 +19.04- A STA. 17 +64.67, 20.00 PVI = 1 a- - i - - 14 +00 60 40 15 +00 FRAMPTON STA 10 +00 D = ` E B A D STA. 12 +75.17, 27.00' RTE - I - - - - 16 �0 - I -17 ±OT 0 - - - ELE�/8 +$�.88 - - - 19 i (n T I I J€ I C 13 LIGHT #630W9 20 D A I I STA. 17 +64.67, 20.00' RT PVI Q �J.� C 14 ELEV 345.79 ,o C 112 STA. 11+84,27, 20.00' RT B w CB -8, DEP. FL 344.04 I 10' -o- I ;A / OPENING 6.0' BCR STA. 11+87.77, 20.00' RT FL 344.21 2 I I � 34.41' RT STA. 10 +64.09, 20.00' RT ECR I FL 344.46 STA. 12 +07.77, 39.97' RT I ECR FL 344.51 i STA. 10 +51.39, 37.33' RT @ 1 1 I i STA. 10 +34.09, 50.05' RT BCR FL 344.76 I I BRENI c � t I I y ! i I , �Ilii I I MOUNTAIN VISTA DRIVE SEE SHEET 8 8 -- - - - - -- - - -- 31.41' LC -- � O 50.90' VC /W I J w W O m 0 0) 0) ^ in +jN _R m CID c+ oo �0 CKD ter- I 165 c6 d- Q Q `` 016,5 S= 0.0050 cr) F cn F F c n F N (Op r\ i cn I ~ cn co co STA. 12 +70.02, 20.00' RT F F U F F CB -9, DEP. FL 343.88 63 OPENING 3.5' 62 V V 61 60 59 I 58 57 I STA. 12 +67.77, 20.00' RT EAR w STA. 14 +89.67, 3 48 STA. 15 +61.29, 20.00' LT U O FL 344.05 \ C 27.00' RT CB-7, DEP. FL 344.92 5 = � I I \ STA. 12 +47.77, 40.03 RT V) L OPENING 3.5' Y CD 344 I FL - 344.50 I BCR cy I i m m o HOUSE STREET - o LLJ CU _ Q�0 340 J 0 a 'EE SHEET 4 ALONDRA AVENUE STA 10 +00 TO 19 +00 a Dec -11 -2014 02:56PM FOR CROSS SECTIONS, SEE SHEET 9 OF 9 130205.01 336 352 �1f:3 344 340 336 FILE NAME L:\Projects\2013\130205.01 EXISTING GROUND AT CENTERLINE - -- - I i 7 }=V.uu VV JU 1 .31.41' 31.41' LC -- � f 50.90' VC ZF- I J w W O m 0 0) 0) ^ in +jN +N +O m CID c+ oo �0 CKD ter- c6 d- z 3 48 `` 016,5 S= 0.0050 352 J v N (Op r\ C., co m m o Q w Q + LL Ln Un m F- I M � Ld S NORTH FLOWLINE - - -- - SOUTH FLOWLINE - -- 31.8' 31.45' 47.17' LC O m j W m LJ c� EX1S1 ING GKUUND - - - - - °- AT CENTERLINE -- - - - - -- - _ I -7 ] v) _ s S= 0.0035 S- 0.0064 5= 0.0020 �- G I S =0:009 5 =0.014 SOUTH FLOWLINEJ Cc rn --- S =0 0038 O O Q + + O K N �X F� F 56 55 Q � ~ J E 1 S=0.0020-- 1i'l 40' 0' 40' HORIZ. SCALE: 1 "= 40' VERT. SCALE: 1 4' .PVI ELEV: 345.88. � f 50.90' VC ZF- I J w W = U= z m CID c+ oo �0 CKD ter- �O _ Lc) c6 d- z 3 48 `` N Q U f) 352 J v N (Op S=0.0020-- 1i'l 40' 0' 40' HORIZ. SCALE: 1 "= 40' VERT. SCALE: 1 4' �.V U O U - _ VJ CO + O O +� l � � s r7 • 10 +00 11 +00 12 +00 13 +00 14 +00 15 +00 16 +00 17 +00 130205.01 -CH4 ALONDRA.dwg - LAST SAVE.- 12/11/2014 2:20:58 PM PDT 18 +00 19 +00 r V) 0 � w _- ZF- I J w W = U= z m I aw LU 0 �.V U O U - _ VJ CO + O O +� l � � s r7 • 10 +00 11 +00 12 +00 13 +00 14 +00 15 +00 16 +00 17 +00 130205.01 -CH4 ALONDRA.dwg - LAST SAVE.- 12/11/2014 2:20:58 PM PDT 18 +00 19 +00 r V) 0 s z 0 Lj ) o d rn I Z Q rn° p N U m z m O 0 z 3 48 `` N Q U f) 352 J v N (Op Q. m m o Q w Q z LL Ln Un m F- O � Ld S w U 3 48 z U O j �jE 5 = � 0 V) L Q Y CD 344 w'o z cy a_ Z m m o - o LLJ CU _ Q�0 340 J 0 a 340 PLOT DATE: a Dec -11 -2014 02:56PM d � 130205.01 FILE NAME: U 336 130205.01 -CH4- ALONDRA SCALE: HORIZ. 1" VERT: 1 " N SHEET NO.: 5 OF 9 0 r m W Q 0 oy�EFt Zd0 o � ; W Q vMi > U C' d \ -"0� S�P� -/S / 38 352 0 s z 0 Lj ) o d rn d' Q rn° p N U m z m O z 3 48 `` N Q U f) 352 J v N (Op Q. m m o Q w Q z LL Ln Un m F- O � Ld S w U 3 48 344 U O j �jE 5 = � Z Y V) L Q Y CD 344 w'o z cy (HWa Z m m o - o LLJ CU _ Q�0 340 J 0 a 340 PLOT DATE: a Dec -11 -2014 02:56PM d � 336 0 s z d' z O z -- `` f) 352 J v Q. z LL O o ``TUU w Z>W 3 48 o w p> j �jE 5 = � > ^ Q r` O CO M O .T L � ' cc 344 w'o z C<L <-)� (HWa Z zoo 10LLIZ - oczn� 00 LAJ Q�0 J 0 � .o'er• I� H J IH � Q 340 PLOT DATE: Dec -11 -2014 02:56PM JOB NO.: 130205.01 FILE NAME: 336 130205.01 -CH4- ALONDRA SCALE: HORIZ. 1" VERT: 1 " = 40' = 4' SHEET NO.: 5 OF 9 352 344 340 352 IF*-, 344 340 GENERAL NOTES CONSTRUCTION NOTES ! STA. 21+49.04, 40.00' LT BCR I I FL 345. DO 44 45 46 CR STA. 20 +89.04, .00' LT FL 345.23 I STA. 21+63.46, 34.41' LT DoE CO p1 F CURVE TABLE CURVE # U ALL SIAIIUNING IS BASED ALONG STREET U - CONSTRUCT 6' COMBINATION TYPE SIDEWALK FOR ARTERIAL U - CONSTRUCT 16 FT RESIDENCE DRIVEWAY PER CITY OF 20.00' ® 20.00' CENTERLINE UNLESS OTHERWISE NOTED. 90'00'00" STREETS OR 5' COMBINATION TYPE SIDEWALK FOR LOCAL 31.42' BAKERSFIELD STD. ST -4 Q END CURB RETURN ELEV ELEVATION STREETS, PER CITY OF BAKERSFIELD STD. ST -3 EXISTING ELEVATION o; O2 POWER POLES TO BE RELOCATED PER PG &E PLANS + _ Lij LLJUJ © - REMOVE EXISTING SIGN O O3 ALL CATCH BASINS TO BE TYPE A PER COB STD- D O UCT ACCESS RAMP, PER CALTRANS STD. PLAN RSP A88A _ Know what's below. ° ccn -14 FL 345. CASE A O - PROTECT SIGN IN PLACE Call before OU dl ® MONUMENTS TO BE INSTALLED AT EVERY INTERSECTION ©- INSTALL STREET NAME SIGN, PER CITY OF BAKERSFIELD STD. T -1 - INSTALL BARRICADE PER TYPICAL BARRICADE DETAIL ON SHEET 9 Y g. LINE AND AT THE BEGIN AND END OF ALL HORIZONTAL WEST FLOW Z Q L 1 -800- 642 -2444 CURVES PER COB STD. ST -13 O - INSTALL TYPE B CURB AND GUTTER, PER CITY OF BAKERSFIELD OJ - INSTALL W- 31(CA) SIGN WITH OM4 -3 MARKER AT PHASE 10' S= 0.0020 -- O cu = � (.7 STD. ST -1 BOUNDARY OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED / w m AT THE SAME TIME. REMOVE AND SALVAGE SIGN WITH SOUTH FLOWLINE-1 a � v° o O - INSTALL STREET LIGHT PER CITY OF BAKERSFIELD STD. ST -14, � CONSTRUCTION OF ADJACENT PHASE. AMERICAN ELECTRIC LIGHTING ATBO, AUTOBAHN SERIES OK - PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS BECKLOW STREET a STANDARD SPECIFICATION PTH- 02ALKYD. SEE SHEET 7 Li 23+16.74, 20.00' LT 0 L STA. 21+09.04, 40.00 LT C17 C18� FL 345.60 FL ECR m FL 344 93 - w ! STA. 21+49.04, 40.00' LT BCR I I FL 345. DO 44 45 46 CR STA. 20 +89.04, .00' LT FL 345.23 I STA. 21+63.46, 34.41' LT DoE CO p1 F CURVE TABLE CURVE # DELTA RADIUS LENGTH TANGENT C17 90'00'00" 20.00' 31.42' 20.00' C18 90'00'00" 20.00' 31.42' 20.00' LEGEND AC ASPHALT CONCRETE BC BEGINNING OF CURVE BCR BEGIN CURB RETURN BIN 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 CURVE TABLE CURVE # DELTA RADIUS LENGTH TANGENT C6 90'00'00" 20.00' 31.42' 20.00' C7 109'59'07" 20.00' 38.39' 28.56' FL 345.12 C8-10, DEP. FL 344.95 HORIZ. SCALE: I"=40' x OPENING 3.5' VERT. SCALE: 1"=4' ALONDRA DRIVE STA 19 +00 TO 23 +17 FOR CROSS SECTIONS, SEE SHEET 9 OF 9 2' 31.42' 31. LC LC z00 i I CSC p N °+ n L �L6 2L- - -- - - - -- - - -- `�'N�- cn LIJ Q W S= 0.0020 --•- S =0.0 96 NORTH FLOW LINE i I f o + ° EXI TING GROUND 1 �� + o ^v -- AT CENTERLINE N Cc 1 S =0.00 '0 S =0.0096 NORTH FLOWLINE SOUTH FLOWLINE FLOW LINE GB ° INV. ° � � o POINT OF INTERSECTION J Uj Z ' PROPOSED ELEVATION 00 rN EXISTING GROUND + C �� ' ISTA 2 X69.04, 20.00 LT ECR 1 STATION o; ' + N + _ Lij LLJUJ -- - - - - -- � -- Q - -- - '� - O m _ ° ccn FL 345. - -- -r CIO o - � Q U O Z o N LINE WEST FLOW Z Q L I STA. 21+76.46, 27.00' LT CD TRACT BOUNDARY 10' S= 0.0020 -- O cu = � (.7 r m Q / w m U) SOUTH FLOWLINE-1 a � v° o LIGHT #630X3 (:D � + a U') o N Li 23+16.74, 20.00' LT 0 L C17 C18� FL 345.60 FL z m - w L w- -DO 604 '2 A D 20 +I 10 - 2- B pp B 22_ + 0 D 23 00 0 20' STA. 20 +94.67, 210 28.04 - _ D A I STA. 23+16.74, 20.00' RT 2 7.00' RT - RFCKI OW STA. 10 +00 FL 345.60 Lij vi Uj ° ° R/W - - -- - -- --- - - - - -- - -� ----- - - - - -- + Q) + + N rn NI N ° N N a + N + N Q F F F v� Cn F F OO c� 53 52 51 50 F STA 20 +98 17 20 00' RT 48 47 40' 0' 40' FL 345.12 C8-10, DEP. FL 344.95 HORIZ. SCALE: I"=40' x OPENING 3.5' VERT. SCALE: 1"=4' ALONDRA DRIVE STA 19 +00 TO 23 +17 FOR CROSS SECTIONS, SEE SHEET 9 OF 9 2' 31.42' 31. LC LC z00 i I CSC p N °+ n L �L6 2L- - -- - - - -- - - -- `�'N�- cn LIJ Q W S= 0.0020 --•- S =0.0 96 NORTH FLOW LINE i I f o + ° EXI TING GROUND 1 �� + o ^v -- AT CENTERLINE N Cc 1 S =0.00 '0 S =0.0096 NORTH FLOWLINE SOUTH FLOWLINE 19 +00 FILE NAME. L:\Projects\2013\130205.01 cf) I 20 +00 21 +00 22 +00 23 +00 24 +00 \STREET \130205.01 -CH4 ALONDR4.dwg -LAST SAUE. 12/11/2014 2:20:58 PM PDT 352 344 340 352 344 340 352 340 352 344 340 FL FLOW LINE GB i INV. INVERT LT 1 PI POINT OF INTERSECTION J Uj Z 000.00 PROPOSED ELEVATION 00 rN EXISTING GROUND + C �� - STA STATION o; ,� AT CENTERLINE N < _ Lij LLJUJ -- - - - - -- - - - - - -- Q - -- - '� - O m _ ° ccn EXISTING GROUNQ� + + - - -- _ - -- -r CIO � � Q U O Z LINE WEST FLOW Z Q L 344 Y >>> CD S= =0.0022 c' S= 0.0020 -- O cu = � (.7 r m W Z w m U) SOUTH FLOWLINE-1 a � v° o � + a U o N Li - 1 19 +00 FILE NAME. L:\Projects\2013\130205.01 cf) I 20 +00 21 +00 22 +00 23 +00 24 +00 \STREET \130205.01 -CH4 ALONDR4.dwg -LAST SAUE. 12/11/2014 2:20:58 PM PDT 352 344 340 352 344 340 352 340 352 344 340 FL FLOW LINE GB GRADE BREAK INV. INVERT LT LEFT PI POINT OF INTERSECTION PRC POINT OF REVERSE CURVE 000.00 PROPOSED ELEVATION RT RIGHT R/W RIGHT OF WAY 0.00% SLOPE, IN FOOT PER FOOT STA STATION HILLGATE AVE SEE SHEET 3 STA. 10 +20.00, 42.25' LT I CB -2, DEP. FL 344.56 �, I f lb I I OPENING 3.5' It I STA. 10 +20.00, 40.00 LT BCR I FL 344.73 I STA. 10 +27.00, 47.41' LT j LIGHT #630X5 OE I I i HILLGATE STA. 18 +89.03= BELLINGHAM STA. 10 +00 D 00 I I C7 B I I I I HILLGATE AVE SEE SHEET 4 STA. 10 +40.00, 20.00 LT ECR STA. 11+61.83, 20.00' LT FL 344.93 ------- - - - -,R -- FL 347.29 /W 1 L 1 Q 30 18' A D 2 _ 11+00 }- T� -+ A D 30'18 R W J LU STA. 10 +42.74, 20.00' RT FL 344.98 ECR--- STA. 10 +36.59, 33.26' RT STA. 11+61.83, 20.00' RT C 345.27 FL 347.29 STA. 10 +36.27, 35.47' RT TRACT BOUNDARY STA. 10 +34.30, 36.53' RT C 345.21 STA. 10 +23.94, 46.84' RT SCR 40' 0' 40' FL 344.49_ HORIZ. SCALE: I"=40' VERT. SCALE: 1"=4' BELLINGHAM WAY STA 10 +00 TO 11 +62 FOR CROSS SECTIONS, SEE SHEET 9 OF 9 CHAIN LINK FENCE F STREET SIGN STREET LIGHT - CALTRANS STD. PLAN 31.42 RSP A88A CASE A - DIRECTION OF GUTTER FLOW 0 PROPOSED SIDEWALK OO SURVEY MONUMENTS TO BE SET EXISTING SURVEY MONUMENT FIRE HYDRAN F ASSEMBLY i PROPOSED TRAFFIC SIGN HILLGATE AVE SEE SHEET 3 STA. 10 +20.00, 42.25' LT I CB -2, DEP. FL 344.56 �, I f lb I I OPENING 3.5' It I STA. 10 +20.00, 40.00 LT BCR I FL 344.73 I STA. 10 +27.00, 47.41' LT j LIGHT #630X5 OE I I i HILLGATE STA. 18 +89.03= BELLINGHAM STA. 10 +00 D 00 I I C7 B I I I I HILLGATE AVE SEE SHEET 4 STA. 10 +40.00, 20.00 LT ECR STA. 11+61.83, 20.00' LT FL 344.93 ------- - - - -,R -- FL 347.29 /W 1 L 1 Q 30 18' A D 2 _ 11+00 }- T� -+ A D 30'18 R W J LU STA. 10 +42.74, 20.00' RT FL 344.98 ECR--- STA. 10 +36.59, 33.26' RT STA. 11+61.83, 20.00' RT C 345.27 FL 347.29 STA. 10 +36.27, 35.47' RT TRACT BOUNDARY STA. 10 +34.30, 36.53' RT C 345.21 STA. 10 +23.94, 46.84' RT SCR 40' 0' 40' FL 344.49_ HORIZ. SCALE: I"=40' VERT. SCALE: 1"=4' BELLINGHAM WAY STA 10 +00 TO 11 +62 FOR CROSS SECTIONS, SEE SHEET 9 OF 9 WEST FLOWLINE EAST FLOWLINE LC + N LLJ Cn cj C`J Q J CO - EXISTING GROUNI1 v o, ry Q)<r 1 �EA.ST FI.OINLINE d� i l 9 +00 10 +00 11 +00 12 +00 F i i - - 31.42 - -- - - -- x LC + Y 0 N � co U N (n G (0 C� N m M - r - O m - ° ccn EXISTING GROUNQ� + + 348 � � Q U O Z LINE WEST FLOW Z 344 Y >>> CD WEST FLOWLINE EAST FLOWLINE LC + N LLJ Cn cj C`J Q J CO - EXISTING GROUNI1 v o, ry Q)<r 1 �EA.ST FI.OINLINE d� i l 9 +00 10 +00 11 +00 12 +00 b yr1ER fd off- �0 0 w = > v o % °z V o moo- d Or F " m 352 z Y 0 N � co U N (n G (0 C� N m c m L- � ° ccn 348 � U U O Z a. a. Z 344 Y >>> CD c' 0 O cu = � (.7 r m Z w m a � v° o � U Li 0 r m w Q 0 b yr1ER fd off- �0 0 w = > v o % °z V o moo- d Or 1 340 -1 352 340 z � - a o �_ c� V Z_j Mw O O T WW w W °d cl� W 0 >W 2 w D 0> a:- z 0 Z> Z ao __j = w CO 0 0/^)` z J W r I� L'j O Z Zp� ,Q�Z J 0W� �(jJ PLOT DATE: Dec -11 -2014 03:49PM JOB NO.: 130205.01 FILE NAME: 30205.01 - CH4- ALONDRA SCALE: HORIZ. 1" = 40' VERT: 1 SHEET NO.: 6 OF 9 > M°oo1m " m 352 < Z U Y N � co U N (n G (0 C� N m Uj m L- � ° ccn 348 � U U O Z a. a. I Z Y 344 Y >>> CD c' O cu = � (.7 r m Z w m a � v° o � 1 340 -1 352 340 z � - a o �_ c� V Z_j Mw O O T WW w W °d cl� W 0 >W 2 w D 0> a:- z 0 Z> Z ao __j = w CO 0 0/^)` z J W r I� L'j O Z Zp� ,Q�Z J 0W� �(jJ PLOT DATE: Dec -11 -2014 03:49PM JOB NO.: 130205.01 FILE NAME: 30205.01 - CH4- ALONDRA SCALE: HORIZ. 1" = 40' VERT: 1 SHEET NO.: 6 OF 9 Know what's below. Call before you dig. 1- 800 - 642 -2444 GENERAL NOTES O1 ALL STATIONING IS BASED ALONG STREET CENTERLINE UNLESS OTHERWISE NOTED. O2 POWER POLES TO BE RELOCATED PER PG &E PLANS O3 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 ALONDRA DRIVE SEE SHEET 5 MNSTRUCTION NOTES OA - CONSTRUCT 6' COMBINATION TYPE SIDEWALK FOR ARTERIAL �F - CONSTRUCT 16 FT RESIDENCE DRIVEWAY PER CITY OF LENGTH STREETS OR 5' COMBINATION TYPE SIDEWALK FOR LOCAL rCUR4 BAKERSFIELD STD. ST -4 20.00' STREETS, PER CITY OF BAKERSFIELD STD. ST -3 ©_ REMOVE EXISTING SIGN ©- CONSTRUCT ACCESS RAMP, PER CALTRANS STD. PLAN RSP A88A O _ PROTECT SIGN IN PLACE C15 CASE A 20.00' C 345.54 STA. 12 +74.88, 32.29' LT 1 ©- INSTALL STREET NAME SIGN, PER CITY OF BAKERSFIELD STD. T -1 - INSTALL BARRICADE PER TYPICAL BARRICADE DETAIL ON SHEET 9 OD - INSTALL TYPE 8 CURB AND GUTTER, PER CITY OF BAKERSFIELD 000.00 OF(TRACTI�F ADJACENT PHASE IS NOT CONSTRUCTED EP STD. ST -1 RT BOUNDARY AT THE SAME TIME. REMOVE AND SALVAGE SIGN WITH O - INSTALL STREET LIGHT PER CITY OF BAKERSFIELD STD. ST -14, 10' BCR FL 345.71 CONSTRUCTION OF ADJACENT PHASE. ELEV AMERICAN ELECTRIC LIGHTING ATBO, AUTOBAHN SERIES OK - PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS B EXISTING ELEVATION STA STANDARD SPECIFICATION PTH- 02ALKYD. HILLGATE AVENUE SEE SHEET 3 FRAMPTON ST. STA 10 +00 TO 13 +10 FOR CROSS SECTIONS, SEE SHEET 9 OF 9 CURVE TABLE VE # DELTA STA. 10 +20.00, 40.00' LT STA. 12 +90.00, 40.00" LT FL 344.73 BCR EAR FL 345.27 STA. 10 +32.29, 35.12' LT n 10 STA. 12 +77.71, 35. �' LT C 345.99 LENGTH TANGENT rCUR4 90'00'00" 20.00' C a' 20.00' 5 90'00'00" 20.00' STA. 10 +35.12, 32.29' LT STA. 12+75-59, 34-41' LT 20.00' C15 90'00'00" 20.00' C 345.54 STA. 12 +74.88, 32.29' LT 1 20.00' C16 90'00'00" 20.00' STA. 10 +40.00, 20.00' LT ECR C 346.04 20.00' 000.00 PROPOSED ELEVATION EP FL 345.2_5 STA. 12 +70.00, 20.00' LT _ J RT RIGHT ECR END CURB RETURN 10' BCR FL 345.71 RIGHT OF WAY ELEV ELEVATION 0.00% SLOPE, IN FOOT PER FOOT B EXISTING ELEVATION STA e C18 C4 I i HILLGATE AVE. STA 20 +35.66 348 4 z 1 10' U C15 U O Z sTA. 1 o +40. 20.00 `RT ECR 22.65' RT a O F" 0 A D Z ` ' Y - 20' FL 345.00 STA. 12 +22.95, Q 10 00 111 +00 40' 12� 0 13 +00 j I STA. 10 +34.41, 34.4-RT ' �L 344.41 mm m _ _ FRAMPTON ST STA 10 +00= 40' _ _ _ D 60 m ALONDRA STA 15+19.04 HORIZ. SCALE: 1"=40' TA 20' 1"=40' w C16 EXtS VERT, SCALE: 1 "= 4' VERT. SCALE: 1 "= 4' 340 -STA. f0 +27.00, 474T RT E P,> STA. 12 +99.65 16-09' RT a B C5 I e I STA. 10 +20.00, 40.00' RT BCR CB -6, DEP. FL 344.04 s STA. 10 +40.00, 20.00' RT ECR _ _ _ _ _ _ _ _ _ _ _ _ _ FL 345.30 OPENING 3.5' I I ALONDRA FL 345.25 STA. 12 +70.00, 20.00' RT STA. 10 +34.41, 34,41' RT BCR FL 345.71 E STA. 12 +83.00, 47.41' RT STA. 10 +27.00, 47.41' RTE 38 LIGHT # 630X6 LIGHT # 630X 1 37 STA. 10 +00, 40.00' RT I. FL 345.09 BCR STA. 10 +20.00, 42.25' RT CB -7, DEP. FL 344.92 STA. 12 +90.00, 40.00' RT ECR OPENING 3.5' FL 345.51 I ALONDRA DRIVE HILLGATE AVE SEE SHEET 5 SEE SHEET FRAMPTON ST. STA 10 +00 TO 13 +10 FOR CROSS SECTIONS, SEE SHEET 9 OF 9 CURVE TABLE VE # DELTA RADIUS LENGTH TANGENT rCUR4 90'00'00" 20.00' 31.42' 20.00' 5 90'00'00" 20.00' 31.42' 20.00' C15 90'00'00" 20.00' 31.42' 20.00' C16 90'00'00" 20.00' 31.42' 20.00' I I FRAMPTON ST. STA 13+10= HILLGATE AVE. STA 14 +09.57 I I I I I I I I Fi, .NUE 3 i MCA ki II] AC ASPHALT CONCRETE FL FLOW LINE BC BEGINNING OF CURVE GB GRADE BREAK BCR BEGIN CURB RETURN INV. INVERT BW BACK OF SIDEWALK LT LEFT CB CATCH BASIN PI POINT OF INTERSECTION CR CROWN OF ROAD PRC POINT OF REVERSE CURVE EC END OF CURVE 000.00 PROPOSED ELEVATION EP EDGE OF PAVEMENT RT RIGHT ECR END CURB RETURN R/W RIGHT OF WAY ELEV ELEVATION 0.00% SLOPE, IN FOOT PER FOOT (000.00) EXISTING ELEVATION STA STATION CURVE TABLE CURVE # DELTA RADIUS LENGTH TANGENT C8 132'24'42" 84.00' 194.13' 190.51' C9 22'26'44" 34.97' 13.70' 6.94' 10 90'00'00" 35.00' 54.98' 35.00' E 17C C 90'00'00" 20.00' 31.42' 20.00' C18 90'00'00" 20.00' 31.42' 20.00' C19 77'51'17" 84.00' 114.14' 67.85' C20 54'3325" 84.00' 79.98 43.32' ALONDRA DRIVE SEE SHEET 6 -` CHAIN LINK FENCE STREET SIGN -0- STREET LIGHT + D 11+00 12 +00 CALTRANS STD. PLAN RSP A88A CASE A -- DIRECTION OF GUTTER FLOW 352 PROPOSED SIDEWALK O SURVEY MONUMENTS TO BE SET EXISTING SURVEY MONUMENT STA 10 +00= FIRE HYDRANT ASSEMBLY i PROPOSED TRAFFIC SIGN HILLGATE AVENUE SEE SHEET 4 STA. 12 +90.00, 55.00' LT i ECR FL 344.48 i I STA. 10 +20.00, 40.00' LT BCR STA. 12 +75.51, j FL 345.23 46 STA. 12 +55.00, 20.00' LT �J C FL 344.21 ^ n l STA. 10 +40.00, 20.00' LT ECR E STA. 12 +50.00, 27.00' LT L �7 FL 344.93 LIGHT #630X4 ------ - -_ -�� _STA. 12 +52.00, 20.00' LT i ( C 17 - 10' CB -4, DEP. FL 344.04 1 r. -I NG 5.0 C 10 l l BECKLOW ST. STA 13+10= HILLGATE AVE. STA 20+ 19. I B 2 p' A O C l O Cp 348 O � _ Q L O- + O rule ru1G GRnr rnrn- ,• } '' r AT CENTERLINE _�„ -' Q -- � L �_ - - S= 0.0020 EAST FLOWUNEJ S=0.0064 344 S__o.o050 340 - - 10+00 11 +00 12 +00 FILE NAME. L: \ Projects\ 2013\ 1 30205.01 \ACAD\ Improvements \STREET\ 130205. 0 1 -CH5-FRAM&BEC. dwg - LAST SAVE: 1211012014 11:25:06 AM PDT 13 +00 352 • 344 340 352 • 344 340 352 � s • 344 340 352 • 344 BECKLOW ST. STA 10 +00 TO 13 +10 FOR CROSS SECTIONS, SEE SHEET 9 OF 9 31.41 ' 54.98' I � LC OILUn - - - - - - - - ,cr O o^ °w I aom C) ++ N + EXISTING GROUND. nl -_ rn CO -_ � � AT CEN F ERLINt -- ,_ -+ ` T N -r- P WEST FLOW L'NE-1 S= 0.0050 LO + o R: Vi WEST FLOWLINE EAST FLOWLINE 31.41' 13.70' 79.98' LC _ LC - cr- LC N o �Im0)Icl_ CO + `Y' `� ° EXISTING GROUND o CIA °' ^ • + o F- J co i co c/) LL cn LL S==0-010F ._� _ =O r ?Oo3.3 -_ - - EAST FLOWLINE-1 340_ _4_ _ -- -- - I - - - 10 +00 11 +00 12 +00 ��G�NEER 'K b�ti W a � Z � o Or P lO LO M 0 Li U I� w z r o Or-' w �w oz Qz =w U,- w JD w O rK �a r m o �- w ° �w Q `o 10 00 + D 11+00 12 +00 13 +00 rn ° m N Ln U m 352 _ _ _ _ _ _ 40' 60' STA. 12+09 . 60, 20.00 T BECKLOW ST. STA 10 +00= e 20' BC,G FL 344.44 C8 / ALONDRA AVE. STA 21+29-04 I C9 D A / C J' N m O W w J BECKLOW ST. STA 12 +99.65= O C18 (,20 i HILLGATE AVE. STA 20 +35.66 348 4 z 1 10' U U O Z sTA. 1 o +40. 20.00 `RT ECR 22.65' RT a O Z ` ' Y FL 345.00 STA. 12 +22.95, Q 40' 0' 40' 40' 0' 40' j I STA. 10 +34.41, 34.4-RT ' �L 344.41 mm m Y ° CU m a HORIZ. SCALE: 1"=40' HORIZ. SCALE: 1"=40' w EXtS VERT, SCALE: 1 "= 4' VERT. SCALE: 1 "= 4' 340 -STA. f0 +27.00, 474T RT E P,> STA. 12 +99.65 16-09' RT a LIGHT #630X3 FL 344.21 . mss. ' I STA. 10 +20.00, 40.00' RT BCR CB -6, DEP. FL 344.04 FL 345.30 OPENING 3.5' I I ALONDRA � DRIVE SEE SHEET 6 O C l O Cp 348 O � _ Q L O- + O rule ru1G GRnr rnrn- ,• } '' r AT CENTERLINE _�„ -' Q -- � L �_ - - S= 0.0020 EAST FLOWUNEJ S=0.0064 344 S__o.o050 340 - - 10+00 11 +00 12 +00 FILE NAME. L: \ Projects\ 2013\ 1 30205.01 \ACAD\ Improvements \STREET\ 130205. 0 1 -CH5-FRAM&BEC. dwg - LAST SAVE: 1211012014 11:25:06 AM PDT 13 +00 352 • 344 340 352 • 344 340 352 � s • 344 340 352 • 344 BECKLOW ST. STA 10 +00 TO 13 +10 FOR CROSS SECTIONS, SEE SHEET 9 OF 9 31.41 ' 54.98' I � LC OILUn - - - - - - - - ,cr O o^ °w I aom C) ++ N + EXISTING GROUND. nl -_ rn CO -_ � � AT CEN F ERLINt -- ,_ -+ ` T N -r- P WEST FLOW L'NE-1 S= 0.0050 LO + o R: Vi WEST FLOWLINE EAST FLOWLINE 31.41' 13.70' 79.98' LC _ LC - cr- LC N o �Im0)Icl_ CO + `Y' `� ° EXISTING GROUND o CIA °' ^ • + o F- J co i co c/) LL cn LL S==0-010F ._� _ =O r ?Oo3.3 -_ - - EAST FLOWLINE-1 340_ _4_ _ -- -- - I - - - 10 +00 11 +00 12 +00 ��G�NEER 'K b�ti W a � Z � o Or P lO LO M 0 Li U I� w z r o Or-' w �w oz Qz =w U,- w JD w O rK �a r m o �- w ° �w Q `o 344 CD 340 J 13 +00 U Z d' cn w 0 Zw U �F- a II L c) U wo 0 T2Y H�U w F- zOw F- 0 m w � m ad LU a_ M w Q LL U r w a Z zoo Vw7 W 0X� ��W� ,J 00 �� H 0 PLOT DATE: Dec -11 -2014 02:55PM JOB NO.: 130205.01 FILE NAME: 130205.01- CH5- FRAM&BEC SCALE: HORIZ. 1" = 40' VERT: 1 " = 4' SHEET NO.: 7OF9 L'i CD CD o o. rn ° m N Ln U m 352 z U��� CS �; �; a o Z ON Q � Q ti (0 CD U N Ul cD < >' C J' N m O W w p O Lo N m Fw-- Lai Y 348 4 z Ld CLO U U O Z a O Z ` ' Y Q 344 mm m Y ° CU m a z w U Q 340 344 CD 340 J 13 +00 U Z d' cn w 0 Zw U �F- a II L c) U wo 0 T2Y H�U w F- zOw F- 0 m w � m ad LU a_ M w Q LL U r w a Z zoo Vw7 W 0X� ��W� ,J 00 �� H 0 PLOT DATE: Dec -11 -2014 02:55PM JOB NO.: 130205.01 FILE NAME: 130205.01- CH5- FRAM&BEC SCALE: HORIZ. 1" = 40' VERT: 1 " = 4' SHEET NO.: 7OF9 CURVE TABLE CURVE # DELTA RADIUS LENGTH TANGENT C3 89'54'08" 30.00' 47.07' 29.95' C4 90'05'52" 30.00' 47.18' 30.05' M O Q OMj c0 O Q U c0 �_ a Z _ cr-, Q O I.i cfl c0 Q U N � Co O W 2 O Q NL W G Ln cn m H I � PLOT DATE: Dec -11 -2014 02:54PM JOB NO.: 130205.01 FILE NAME: 130205.01— CH6— MTVIST SCALE: HORIZ. 1" = 40' VERT: 1 " = 4' SHEET NO.: 8OF9 60' 10' 20' 20' 10' 5' 5' 5' 5' 27- MIN. -02% 2% MIN' _-- INSTALL 4.5' SIDEWALK PER C.O.B. STD. S -3 INSTALL TYPE 'B" CURB AND GUTTER PER C.O.B. STD. S -1 TYPE "B" ASPHALT CONCRETE* CLASS 2 AGGREGATE BASE * 1.0' COMPACTED SUBGRADE TO 95% REL. COMP. 60' LOCAL STREET SECTION NOT TO SCALE INSTALL TYPE "B'= CURB AND GUTTER PER C.O.B. STD. S -1 INSTALL 4.5' SIDEWALK PER C.O.B. STD. S -3 STREET NAME T. I. R AC CL2AB LOOKING HILLGATE AVE, 5.0 33 0.25' 0.40' EAST BELLINGHAM WAY 5.0 33 0.25' 0.40' NORTH FRAMPTON ST. 5.0 33 0.25' 0.40' NORTH BECKLOW ST. 5.0 33 0.25' 0.40' NORTH ALONDRA DR. 5.0 33 0.25' 0.40' EAST BRENTHOUSE ST. 5.0 33 0.25' 0.40' NORTH GOLDEN SQUARE AVENUE 5.0 33 0.25' 0.40' EAST ROCHESTER CT. 5.0 1 33 0.25' 0.40' NORTH NEW BOND COURT 5.0 33 0.25' 0.40' NORTH CONDUIT STREET 5.0 33 0.25' 0.40' NORTH FILE NAME. L: \ Projects\ 2013\ 130205.01 \ACAD \Improvements\ TO 95% REL. COMP. COLLECTOR HALF STREET SECTION (WITHOUT MEDIAN) NOT TO SCALE 130205.01- CH7 -DEF. dwo - LAST SAVE: 121412014 5:22:32 PM PDT 5„ TYPE -R. S -3. STREET NAME T. I. R AC I CL2AB LOOKING MOUNTAIN VISTA DRIVE 6.0 33 0.30' 0.55' NORTH BERKSHIRE ROAD 6.0 33 0.30' 0.55' WEST 3/&" MACHINE BOLTS (GALVANIZED) WITH NUTS AND WASHERS 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 SMALL 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 ORANCP ANGLE 0�5 ff C.5 -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. 4. RAILS SHALL BE NOMINAL 2" x 8" OF 2" x 10" -5. WIDTHS OF BARRICADE AND PLACEMENT OF TRAFFIC STANDARD SIGNS SHALL BE DETERMINER /APPROVED BY THE DIRECTOR TYPICAL BARRICADE (END - OF - STREET) NOT TO SCALE 24� oy�ER 2d0 o � C, d s 03 a � SAP Z Li M o o :2 ° c0 J z t: m U O a O Z Z - 0 W 1= U OLd W b O Q Z od LL U N c c0 c0 � o } � LLJ � co o Q w Q Ln (J) M I- L- 3: ° Y U F- U LLJ w z _ U U O Z ll' rw O z H W w Z Y W Z C0 w U o Cl) Q Y M C3 m � O 'XO g w LLJ CC = m - a Z W a O Q F- HW W U af o L w Ca � 00� J U Cn bi Cil } M fI I U-1 Q 1 0 24� oy�ER 2d0 o � C, d s 03 a � SAP ' U Z Li M o o :2 ° c0 J Q m a) U N Ln U t: m U O a O Z Z - cc W 1= U OLd W b O Q Z od LL U N c c0 c0 � o } � LLJ � co o Q w Q Ln (J) M I- L- 3: ° Y U F- U LLJ z _ U U O Z ll' rw O H W w Z Y W Z C0 w U Cl) Q Y M C3 m � O 'XO g w LLJ CC = m - Z W a O Q F- HW W U af o L w Ca � 00� ' U Z J Z W 1= CO)o O Z od LL � � co U F- rw O H W w CO W Z C0 w Cl) o 2 w DO p z 'XO g w �(L CC O - rn :5 � F- HW W 'Z zoUo LLI w L CL W � 00� J H c PLOT DATE: Dec -11 -2014 02:54PM JOB NO.: 130205.01 FILE NAME: 130205.01- CH7 -DET SCALE: N.T.S. 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