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HomeMy WebLinkAbout5.1-12135 Ph 1 - 3REVIEWED BY: 71z�'Asl-��� TRAFFIC ENGINEER, CITY OF BAKERSFIELD REVIEWED BY.- DATE 9-l4-ZOS ASSISTANT PUBLIC WORKS DIRECTOR, CIN OF BAKERSFIELD DATE APPROVED BY: PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD NICOLAS FIDLER C 61069 S)1 -71t6` DATE BENCHMARK USED: TOP OF CONCRETE MONUMENT IN A LAMPHOLE AT THE SOUTHEAST CORNER OF SECTION 13-30/26, BEING ABOUT 50 -FEET SOUTH OF THE RAILROAD TRACK ALONG THE CENTERLINE OF BUENA VISTA ROAD. ELEVATION = 354.13 (U.S.G.S. DATUM) BASIS OF BEARINGS: THE BEARING OF N 00°57'45" E ALONG THE CENTERLINE OF BUENA VISTA ROAD 'AS SHOWN ON PARCEL MAP 11838 PHASE 2 RECORDED IN BOOK 57 OF PARCEL MAPS AT PAGE 169 IN THE OFFICE OF THE KERN COUNTY RECORDER WAS TAKEN AS THE BASIS OF BEARINGS SHOWN HEREON. y WHILE LANE ' t t i t t t �t (w W 827 I Iqt 51 01 ,N L.F. 356 zi 0.35' A.C./0.40' A.B. t m t S.F. 60,175 S.F. PART OF VILLAGE "F" S.F. (BOLTHOUSE DR & WINDERMERE ST) WEST MING SPECIFIC PLAN r WINDERMERE STREET z SIGNING AND STRIPING PLAN iw---------- LOCAL STREET 374 L.F. 0 L.F. 0 L.F. 0.30' A.C./0.40' A.B. 16,280 S.F. 0 I 0 S.F. t ' I + PROPOSED STREET NAME SIGN m 4 Wt t all 2,409 t t *' ' SEVEN OAKS L.F. 762 PROJECT `,'� BUSINESS PARK 6" THICK . DRIVE APPROACH ' SITE SOL 0 DR/W �---_ ------ -T-- --- " 0 ------------------- 4" THICK SIDEWALK t t. tt S.F. 8,898 S.F. SOUTHERN PACIFIC RAILROAD S.F. VICINITY MAP NO SCALE MATERIALS LIST ESTIMATED QUANTITIES FOR PLAN CHECK AND INSPECTION FEE CALCULATIONS. NOT TO BE USED FOR BIDDING PURPOSES. SHEET PHASE 1 PHASE 2 PHASE COLLECTOR STREET 827 L.F. 991 L.F. 356 L.F. 0.35' A.C./0.40' A.B. 54,655 S.F. 60,175 S.F. 22,855 S.F. (BOLTHOUSE DR & WINDERMERE ST) BOLTHOUSE DRIVE r WINDERMERE STREET z SIGNING AND STRIPING PLAN CD LOCAL STREET 374 L.F. 0 L.F. 0 L.F. 0.30' A.C./0.40' A.B. 16,280 S.F. 0 S.F. 0 S.F. (BENCHMARK COURT) CATCH BASIN w/NUMBER + PROPOSED STREET NAME SIGN 6" CURB AND GUTTER 2,409 L.F. 1,658 L.F. 762 L.F. 6" THICK . DRIVE APPROACH 570 S.F. 0 S.F. 0 S.F. 4" THICK SIDEWALK 14,080 S.F. 8,898 S.F. 3,437 S.F. SURVEY MONUMENT ENCASEMENT 6 EA. 3 EA. 2 EA. METRO STREET NAME SIGNS 2 EA. 2 EA. 0 EA. TRAFFIC CONTROL SIGNS 9 EA. 10 EA. 4 EA. WHEEL CHAIR RAMPS 2 EA. 4 EA. 0 EA. STREET LIGHTS 4 EA. 3 EA. 1 EA. SAWCUT 64 L.F. 64 L.F. 64 L.F. STRIPING 2,915 L.F. 3,084 L.F. 1,146 L.F. TRAFFIC SIGNAL INTERCONNECT 833 L.F. 595 L.F. 0 L.F. ABBREVIATIONS CL- CENTERLINE DWY- DRIVEWAY FL- FLOWLINE BCR- BEGIN CURB RETURN ECR- END CURB RETURN PI- POINT OF INTERSECTION EC- END CURVE BC- BEGIN CURVE PIVC- POINT OF INTERSECTION VERTICAL CURVE POVC- ' POINT ON VERTICAL CURVE BVC- BEGIN VERTICAL CURVE EVC- END VERTICAL CURVE PRC- POINT OF REVERSE CURVATURE PCC- POINT OF COMPOUND CURVATURE POC- POINT ON CURVE GB- GRADE BREAK HP- HIGH POINT SHEET No. INDEX (D TITLE SHEET ® DETAILS --GENERAL NOTES OO BOLTHOUSE DRIVE T PHASES 1 & 2 ® WINDERMERE STREET Q0 PHASES 2 & 3 z BENCHMARK COURT 0 0 PHASE 1 © BOLTHOUSE DRIVE r WINDERMERE STREET z SIGNING AND STRIPING PLAN CD WINDERMERE STREET FUTURE EXTENSION LEGEND QX SHEET INDEX NUMBER -- DIRECTION OF DRAINAGE © CONCRETE MONUMENT 51343-(S- DECORATIVE LED STREET LIGHT w/NUMBER � EXISTING STREET LIGHT ,A, CB#12 CATCH BASIN w/NUMBER + PROPOSED STREET NAME SIGN N0I IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES), A "NOTICE OF INTENT" (NOI) TO COMPLY WITH THE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM WATER ASSOCIATED WITH CONSTRUCTION ACTIVITY (SWRCB ORDER NO. 2009-009-DWQ AS AMENDED BY ORDER 2010-0014-DWQ AND ORDER 2012--0006-DWQ) MUST BE FILED WITH STATE WATER RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE THE BEGINNING OF ANY CONSTRUCTION ACTIVITY. COMPLIANCE NTH THE GENERAL PERMIT REQUIRES THAT A STORM WATER POLLUTION PREVENTION PLAN! (SWPPP) BE PREPARED, CONTINUOUSLY CARRIED OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC INSPECTION DURING NORMAL CONSTRUCTION HOURS. WASTE DISCHARGE IDENTIFICATION (WDID) NUMBER 5F15C361818 HAS BEEN ISSUED BY THE STATE,WATER RESOURCES BOARD FOR THIS PROJECT. NATE: AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT OF WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN RIGHT OF WAY AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF A PERMIT. NOTE: SIGN NUMBERS ARE FEDERAL CODE UNLESS OTHERWISE INDICATED BY (CA). 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N r aUa,us It 0Z< ++ M 0wZw2: Luu<¢ Lij w to C<LUUWi�_UwOm� 0 Q0 N CO u t-zw37drz�COU ti wpujU O aw-w- adwugeNa2i830 ® e- wUzujm 0wte LU -'4wt0M CO m: 0 � 4 >o n�G �Wo�&wog a r wW-j m W Li�w2r�'mmQai is 8 w V Li. p w w O mmZz D V- Z V1 p —j 0 Z Q'- QZ(nZQpw �pmwxzwo .. >- O�wmww n I"' < < w N LUC�hpZ�MO IW- U. z tz wOV�p0Vaw O z0 mz LjC-YZ0Z-12 ZOF}w= z=) .2 LuF_ QsI`.og5wopcn w 0 E �OD_OpWm iu_ a a a Z�-W< tnLUX0 f} oWOWFO oh \1yEER 0wW�0I=z ��, b� w mm om-joo< OP M_ 5;zMCL 0 } wU) C - t.© 0OZZWQ-J=' tin,. Q �3Q�' dw}<LJ 3: OwZ cc )>-mF!2 rM P„ QU d ZOP�0 aw 1038 4 S `t1=��cncnzwo 0 a W>- 00000 77 wa.za-�wwvwi wmcnwV)OtrS hm8)aw 000ir z L0 CO CL T. Z UNDERGROUND SERVICE ALERT W OF SOUTHERN CALIFORNIA W W 3: VJ 0 w 0� J CL a-- 21 F_ DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG 1 W PARCEL 2 PM 11838-3 E?oLh, pUS C DRIVE ® 1345 E PARCEL 2� PM 12135 1 C.O.B. ., -e � PHASE i WELL o [ { uj vj SITE 1 SUMP a 0 �t LLJ ,f I PARCEL 3 PM 12135 PHASE 1 '�- ` N a I N PARCEL 4 ~ ~ F PM 12135 1 PHASE 1co z 55 � + SOUTHERN PACIFIC RAILROAD -N- KEY MAP SCALE: 1'=200' 'I -__ia 13 5” COB RECORDS No. cl DATE 7/29/2015 PA JOB No. 12-2642T SHEET 1 OF 6 SHEETS ENERAL NOTES I. ALL CONSTRUCTION SHALL CONFORM TO THIS PLAN, THE CALIFORNIA BUILDING CODE, CITY OF BAKERSFIELD ORDINANCE, LATEST EDITION AND STANDARDS PERTAINING THERETO. THESE DOCUMENTS SHALL BE MADE A PART HEREOF. !. ALL CONSTRUCTION WITHIN THE CITY RIGHT-OF-WAY OR CITY EASEMENTS SHALL BE IN ACCORDANCE WITH CITY OF BAKERSFIELD STANDARDS AND STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS DATED 2010. THESE STANDARDS, DRAWINGS AND DETAILS SHALL BE CONSIDERED A PART OF THESE PLANS AND THE CONTRACTOR SHALL OBTAIN A COPY FOR HIS USE. i. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL NECESSARY PERMITS BEFORE START OF CONSTRUCTION. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK TO BE PERFORMED IN THE EXISTING, ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY AN IMPROVEMENT AGREEMENT, APPROVED INSURANCE AND SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE STREET RIGHT--OF--WAY SHALL BE POSTED PRIOR TO ISSUANCE OF A PERMIT. F. 24 HOUR NOTICE: PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION SECTION SHALL BE GIVEN AT LEAST 24 HOURS NOTICE. THE SECTION MAY BE NOTIFIED AT (661) 326-3049, i. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING DIMENSIONS, DATA AND MEASUREMENTS AT THE BUILDING SITE PRIOR TO CONSTRUCTION. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. PORTER & ASSOCIATES, INC. MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. i. EXISTING UTILITY AND UNDERGROUND LINES HAVE BEEN SHOWN ON THIS PLAN ACCORDING TO AVAILABLE RECORDS. THE ENGINEER IS NOT RESPONSIBLE FOR POSSIBLE ERRORS OR OMISSIONS. THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO BEGINNING OF ANY WORK. UNDERGROUND SERVICE ALERT (U.S.A.: 1-800-227--2600) SHALL BE CONTACTED AT LEAST TWO WORKING DAYS PRIOR TO ANY CONSTRUCTION OR EXCAVATION. �. ANY EXISTING IMPROVEMENTS OR UTILITIES THAT ARE REMOVED, DAMAGED OR UNDERCUT BY CONTRACTOR'S OPERATIONS SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE, AS DIRECTED BY THE ENGINEER AND APPROVED BY THE GOVERNING AUTHORITY. 1. IF A PROBLEM OR CONFLICT SHOULD ARISE DURING THE COURSE OF THE PROJECT, IT IS THE RESPONSIBILITY OF THE OWNER OR THE CONTRACTOR TO NOTIFY THE ENGINEER IMMEDIATELY PRIOR TO ANY FURTHER WORK. 1. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, TOOLS, EQUIPMENT AND SUPERVISION NECESSARY FOR A COMPLETE AND FUNCTIONAL PRODUCT. ). ALL WORK WHICH IS DEFECTIVE IN ITS CONSTRUCTION OR DEFICIENT IN ANY OF THE REQUIREMENTS OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE REMEDIED, OR REMOVED AND REPLACED BY THE CONTRACTOR IN AN ACCEPTABLE MANNER, AND NO COMPENSATION WILL BE ALLOWED FOR SUCH CORRECTION. • IN THE EVENT CONSTRUCTION STAKING BASED ON THE CONSULTANT'S PLANS, DRAWINGS OR OTHER DOCUMENTS IS ACCOMPLISHED BY ANYONE OTHER THAN THE CONSULTANT, THE OWNER OR CONTRACTOR SHALL NOTIFY THE BUILDING OFFICIAL IN WRITING AS TO THE CHANGE OF ENGINEER IN RESPONSIBLE CHARGE. ?. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT; INCLUDING EROSION, SEDIMENTATION & DUST CONTROL PLAN AND STORM WATER POLLUTION PREVENTION PLAN IMPLEMENTATION AND THE SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. S. IF THE CONTRACTOR IS IN DOUBT AS TO THE MEANING OF ANY PART OF THE DRAWINGS AND SPECIFICATIONS OR FINDS DISCREPANCIES IN OR OMISSIONS FROM THE DRAWINGS, HE SHALL SUBMIT A WRITTEN REQUEST FOR AN INTERPRETATION OR A CORRECTION THEREOF, PRIOR TO FILING HIS BID PRICE FOR THE PROJECT. 1. PORTER & ASSOCIATES, INC. WILL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ANY AND ALL CHANGES TO THESE PLANS MUST BE APPROVED IN WRITING BY PORTER & ASSOCIATES, INC. i. NORMAL STAKING AND MARKING OF THE PROJECT WILL BE SUPPLIED ONLY ONCE. ALL RESTAKING OR REMARKING SHALL BE AT THE EXPENSE OF THE CONTRACTOR. COB STREET_ IMPR VEMENT NOTES 1. THE SUBDIVIDER, IF REQUIRED, SHALL OBTAIN GRADING APPROVAL AS REQUIRED BY CITY OF BAKERSFIELD ORDINANCE, PRIOR TO START OF ANY .EARTHWORK. L ANY TRENCHING TO BE CONDUCTED WITHIN THIS PROJECT SHALL BE BACKFILLED AND COMPACTED PER CITY STANDARD DETAIL ST -22. 3. THE CONTRACTOR SHALL REMOVE OR RELOCATE ALL OBSTRUCTIONS WITHIN THE STREET RIGHT-OF-WAY AS DIRECTED BY THE CITY ENGINEER. 4. ALL STREETS HAVE BEEN DESIGNED USING A MINIMUM "R" VALUE AS STATED IN THE SOILS REPORT. SEE STRUCTURAL SECTIONS FOR EACH STREET FOR SPECIFIC INFORMATION. SHOULD FURTHER TESTING SHOW A LOWER "R" VALUE OF THE ACTUAL IN PLACE MATERIAL, STREETS SHALL BE REDESIGNED ACCORDING TO THE LOWER "R" VALUE, IN ACCORDANCE WITH CITY ENGINEER. 5. RELATIVE COMPACTION OF NOT LESS THAN 957 SHALL BE OBTAINED FOR A MINIMUM DEPTH (T) OF 1.1 FOOT BELOW FINISH GRADE ON LOCAL STREETS (T=1.5' TO 2.5' AS DIRECTED BY THE PUBLIC WORKS DIRECTOR ON COLLECTOR AND ARTERIAL HIGHWAYS) FROM LIP OF GUTTER TO LIP OF GUTTER. IN ADDITION, RELATIVE COMPACTION OF NOT LESS THAN 907 SHALL BE OBTAINED FOR A MINIMUM DEPTH OF 0.5 FEET BELOW GRADING PLANE FOR THE ENTIRE WIDTH OF PAVEMENT (LIP OF GUTTER TO LIP OF GUTTER). 5. THE CONTRACTOR SHALL OBTAIN 907 RELATIVE COMPACTION UNDERNEATH THE SIDEWALK AND CURB AND GUTTER TO A DEPTH OF 6". THE LOCATION OF THE TESTS SHALL BE DETERMINED BY THE CITY. 7. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. THE COST OF RETESTING DUE TO FAILED COMPACTION TESTS WILL BE BACKCHARGED TO THE CONTRACTOR. B. ALL CONCRETE SHALL BE CLASS 3 AND SHALL CONTAIN A MINIMUM OF 505 LBS./CU. YD. OF CEMENT AND HAVE A MAXIMUM WATER/CEMENT RATIO OF 0.50. �. ASPHALT REJUVENATING AGENT SHALL BE APPLIED TO NEW ASPHALT CONCRETE PAVEMENT IN ACCORDANCE WITH THE PROVISIONS FOR FOG SEAL IN SECTION 37, BITUMINOUS SEALS, OF THE STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, CURRENT EDITION, AND THE STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIAL PROVISIONS CURRENTLY IN EFFECT, AS DIRECTED BY THE CITY ENGINEER. J. NEW STREETS SHALL BE EXTENDED AT INTERSECTIONS AS DIRECTED BY THE PUBLIC WORKS DIRECTOR IN ORDER TO PROVIDE A TIE INTO EXISTING STREET PAVEMENT. 1. SEWER LATERAL LOCATIONS TO BE STAMPED (S) INTO THE CURB FACE OVER EACH LATERAL. 2. ELEVATIONS AND GRADES SHOWN ON THE PROFILES ARE GUTTER FLOW LINES (INVERTS). 3. THE CONTRACTOR SHALL INSTALL PERMANENT TRAFFIC CONTROL SIGNING AND OTHER SAFETY DEVICES (NOT SHOWN ON THESE PLANS) TO MEET WITH THE APPROVAL OF THE CITY PUBLIC WORKS DIRECTOR. THE PRICE FOR THIS ITEM SHALL BE INCLUDED IN THE PAVEMENT PRICE. 4. SIGN PANELS SHALL BE MOUNTED ON POSTS WITH HAWKINS M20 SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR EQUAL, ROADSIDE SIGNS INSTALLED PER CITY STANDARD DETAIL T-19 SHALL BE LOCATED WITHIN SIDEWALK, 6" FROM BACK. 5. CONTRACTOR SHALL INSTALL BLUE MARKERS IN THE STREET AT THE FIRE HYDRANTS PER THE FIRE DEPARTMENT REQUIREMENTS. 6. SEE WATER, STORM -DRAIN, AND SEWER IMPROVEMENT PLANS FOR OTHER IMPROVEMENTS THAT ARE A PART OF THIS PROJECT. C0S ASPHALT CONCRETE PAVING ,NOTES 1 • 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 CAL TRANS STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. 2. 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. 3. ASPHALT BINDER FOR TYPE A (MODIFIED) ASPHALT CONCRETE AND TYPE B (MODIFIED) ASPHALT CONCRETE SHALL BE PG 64-10 PERFORMANCE GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER. THE ASPHALT BINDER SHALL CONFORM TO THE REQUIREMENTS IN THE TABLE FOR PERFORMANCE GRADED ASPHALT BINDER, IN SECTION 92-1.02(B), "GRADES," OF THE STANDARD SPECIFICATIONS. 4. 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 CITY ENGINEER. 5. AT LEAST 14 DAYS PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL SUBMIT THE FOLLOWING FOR THE CITY 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 D2041. 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. 6. WHERE NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM TO EXISTING PAVED SURFACES, THE EXISTING PAVEMENT IS TO 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. 7. 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. 8. 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. 9. PAVING JOINTS SHALL MATCH STRIPE LOCATIONS UNLESS OTHERWISE PERMITTED BY THE CITY ENGINEER. 10. INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE CITY ENGINEER. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED AT ROAD CONNECTIONS AND PRIVATE DRIVES, WHERE SHOWN ON THE PLANS AND AS DIRECTED BY THE CITY ENGINEER, AND HAND RAKED, IF NECESSARY, AND COMPACTED TO FORM SMOOTH, TAPERED CONNECTIONS. 11. 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. 12. 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 PLACE[= ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE AND ALONG THE LONGITUDINAL DROP-OFF BETWEEN ADJNCENT LANES. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPOs*ARY 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. 13. 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. 14. 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, NEED ADJUSTMENT. ASPHALT CONCRETE SPREADING OPERATIONS SHALL NOT CONTINUE UNTIL THE CONTRACTOR HAS NOTIFIED THE CITY ENGINEER OF THE ADJUSTMENT THAT WILL BE MADE IN ORDER TO MEET THE REQUIRED COMPACTION. IF ANY SUCCESSIVE TEST AFTER NOTICE IS GIVEN DOES NOT MEET THE SPECIFIED RANGE, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT MEETS THE IN-PLACE DENSITY REQUIREMENTS. 15. IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE RELATIVE COMPACTION IS EITHER LESS THAN 907 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 SHALL BE AT THE CONTRACTOR'S EXPENSE. 16. 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 D1188 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. 17. IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED SURFACE TOLERANCES, IT SHALL BE BROUGHT WITHIN TOLERANCE BY EITHER: (1) ABRASIVE GRINDING WITH EQUIPMENT UTILIZING DIAMOND BLADES, .(2) REMOVAL AND REPLACEMENT, OR (3) PLACEMENT OF AN ASPHALT CONCRETE OVERLAY. THE METHOD WILL BE SELECTED BY THE CITY ENGINEER. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. 18. 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 BE NEAT RECTANGULAR AREAS OF UNIFORM SURFACE APPEARANCE. ABRASIVE GRINDING SHALL CONFORM TO THE REQUIREMENTS IN THE FIRST PARAGRAPH AND THE LAST FOUR PARAGRAPHS OF SECTION 42-2.02, "CONSTRUCTION," OF THE STANDARD SPECIFICATIONS. A FOG SEAL COAT SHALL BE APPLIED TO ALL FINISHED ASPHALT SURFACES AT THE CONTRACTOR'S EXPENSE. THE FOG SEAL COAT SHALL BE EITHER ASPHALT REJUVENATING AGENT OR ASPHALTIC EMULSION AS DIRECTED BY THE CITY ENGINEER. 19. BASE MATERIAL IN ALL CITY STREETS INCLUDING ARTERIAL, COLLECTOR, AND LOCAL ROADBEDS SHALL EITHER MEET THE SPECIFICATIONS FOR CLASS 2 AGGREGATE BASE (CL 2 AB) CONFORMING TO SECTION 26 OF THE CALTRANS STANDARD SPECIFICATIONS, LATEST EDITION, OR SHALL BE FINE GRADATION CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200-2.4 OF THE "GREENBOOK" WHICH ALLOWS UP TO 507 OF THE VOLUME TO BE RECLAIMED ASPHALT CONCRETE, PORTLAND CEMENT CONCRETE, LEAN CONCRETE BASE, CEMENT TREATED BASE, OR A COMBINATION OF THOSE MATERIALS - OTHER RECYCLED BASES SHALL NOT BE ALLOWED. AGGREGATE BASE SHALL BE COMPACTED TO A MINIMUM OF 957 OF MAXIMUM DRY DENSITY. 20. THE PAVING CONTRACTOR SHALL GRADE THE PAVING AREAS TO THE FOLLOWING MODIFIED CALTRANS STANDARD SPECIFICATION SECTION 19-1.03 PER THE CITY OF BAKERSFIELD: IMMEDIATELY PRIOR TO PLACING SUBSEQUENT LAYERS OF MATERIAL THEREON, THE GRADING PLANE SHALL CONFORM TO ONE OF 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 0.02 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. B. WHEN 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. CITY STANDARD PLATES ,.� INPUT PANEL 14 n a o W WIRE COLOR ASSIGNMENTS �� P/N fUNC77ON WIRE COLOR 0-1 WIRE COLOR 1. THE FOLLOWING CITY OF BAKERSFIELD STANDARD DRAWINGS SHALL BE CONSIDERED A PART OF THESE PLANS. o a AUDIO IN (CONTRACTOR TO OBTAIN LATEST EDITION, 10-26-89, UNLESS OTHERWISE NOTED)z B 6,=, o BLACK 181-4 BLACK C AUD/0 OUT RED 181-5 BLACK w AUDIO OUT GREEN 181-6 GREEN N 18-1 W w0jLwZo�m�= 1� 8 6 CITY STD. NO. DESCRIPTION CITY STD. NO. DESCRIPTION z w w z Wo Lou Q ® ST -1 CURB AND GUTTER (TYPE "A -,-B" AND "C") ❑ ST -17 WIDE CROSS -GUTTER W S W Q I, -w o M b 00 0 Q ;§_%wSzz0OW 100 ® ST -2 COMMERCIAL DRIVEWAY ® ST -2 DATED 6/2/99 MEDIAN CURBS (TYPE "M","M--1" AND "M-2") o -0 -UJ 4 a K !E ui o ao� $n�W ® ST -3 SIDEWALK ❑ ST -19 HANDICAP RAMPS z w tu a z N z o 6$ 6 o g5 o � ow ❑ ST -4 RESIDENCE DRIVEWAY ❑ ST -20 PRIVATE STREET GATES T o = - � o o� �a ❑ ST -5 HOUSE NUMBER FOR CURBS ❑ ST --21 REFUSE CONTAINER PAD '' C z z O'N o F m ❑ ST -6 DATED 1/11/99 PAVEMENT PATCHES Z ST --22 DATED 1/11/99 TRENCH BACKFILL AND COMPACTION REQUIREMENTS n`��¢�„fun,,zc�d W Mn o 2 ❑ ST -7 CROSS -GUTTERS ❑ D-10 SIDEWALK UNDERDRAIN z@wwwtwz2* o w!9 ; w ❑ ST -8 26 INCH PART CIRCLE CULVERT ❑ D-11 DRAINAGE BASIN U=V W�d(Wj�QW z o m Q 2 LL ® ST -9 STREET SPECIFICATIONS ® D-14 CATCH -BASIN, TYPE "A"`n av�i�QUwinUJ 2o n z ¢ uvi w n ® ❑ TYPE "A-1" -'o Dow o > n o 0 ST -10 STREET SECTIONS D--15 CATCH -BASIN, znioNw¢�w ❑ ST -10A STREET SECTIONS ® D-16 GUTTER DEPRESSIONS 19>:8wzaMefw zE--5o��" w o s a ® ST -11 STREET CROSS SECTIONS ❑ SW -4 . MANHOLE, TYPE "A" WITH DROP CONNECTION O 1-o W 111oi�09 Ow amar chi zw ❑ ST -12 ALLEY CROSS SECTION SW -5 FRAMES &COVER FOR MANHOLES & CLEANOUTS �'" cl Q 1�•hQ�l�ou,Q.2 ® ST -13 SURVEY MONUMENT ® T-1 STREET SIGN, POST TYPE ® ST -14 "STREET LIGHT, MAST ARM TYPE ❑ T-3 MAJOR COLLECTOR TRANSITION ® ST -15 CUL-DE-SACS ❑ T-12 MINIMUM ACCESS DESIGN ❑ ST -16 STREET KNUCKLE T-34 DATED 09/99 TRAFFIC SIGNAL INTERCONNECT - WIRING AND PULL BOXES "FIBERGLASS STREET LIGHTS NOT ALLOWED CALTRANS STANDARD PLANS 1 • THE FOLLOWING CALTRANS STANDARD PLANS SHALL BE CONSIDERED A PART OF THESE PLANS. (CONTRACTOR TO OBTAIN LATEST EDITION THEREOF) CALTRANS STD. PLAN DESCRIPTION ® RSP A88A & B CURB RAMP DETAILS 78-1 7B-2 7B-3 (Comm In) 7B-4 (Comm In) IB -5 (Comm Out) 7B-6 (Comm out) INTERSEC774N LOCA77ON A TOP W/EW INTERCONNECT DETAIL N7S ?5mm) 2'(50mm) CONDUIT 2"(50mm) CONDUIT 3"(75mm) KNOCKOUT CLEAN CRUSHEL ROCK SUMP, SEE SID PLAN ES -8 FOR ADD177ONAL -- DETAILS NO5 PULLBOX WITH EXTENSION (NO.6 PULLBOX WITH fX7ENS/ON SIMILAR) MUL77-DUCT N T5 TRAf77C SIGNAL INTERCONNECT SHALL BE INSTALLED ALONG ALL ARTERIAL & COLLECTORSTREETS OR AS DIRECTED AS PART OF THE STANDARD STREET IMPROVEMENT. OMISSION OF INTERCONNECT CONDUIT ALONG ARTERIAL OR COLLECTOR STREETS MAY BE ALLO9 0 WHERE ACCEPTABLE ALTERNATE MEANS OF COMMUNICATION IS PROVIDED FOR IN THE CITY VAMC COMMUNICATION MASTER PLAN. MUL 11 --DUCT CONDUIT IS REQUIRED ON ALL SIGNAL COMMUNICATION BACKBONE ROUTES SHOWN ON THE CITY TRAfT7C COMMUNICA77ON MAS7ER PLAN, PULL BOXES ARE TO BE NO. 6. ALL OTHER ROUTES INSTALL 2'(50mm) SCHEDULE 40 CONDUIT UNDER SIDEWALK WITH PULL BOXES AT 400'(120m) MAXIMUM INTERVAL. PULL BOXES SHALL BE N0. 5 WT EXTTEENS/ONS AND KNOCKOU7S CONDUIT SHALL BE BROUGHT INTO PULL BOXES PARALLEL TO 179E DIS77NG SURFACE (HORIZONTAL). THE TOTAL ANGULAR BEND OF CONDUIT BETWEEN PULL BOXES SHALL NOT EXCEED 180 APPROVED DEGREES. A PULL ROPE CONFORMING TO SECTION 86-2050 'INSTALLATION" OF THE STANDARD SPECIRCA7701V SHALL BE INCLUDED IN ALL INTERCONNECT CONDUIT FOR INSTALLA110N OF fUAIRE CONDUCTORS an IB -1 TH-2 TB -3 (Comm In) T8-4 (Comm in) T9-5 (Comm Out) T8-6 (Comm Out) IN7E'RSEC7701N LOCA77ON 8 UDS SHALL READ "1RAFRC SIGNAL" KNOCKOUT FOR 4'(1001nm) MUL77DUCT OR MUL77-CONDUIT SYSTEM (NOT REQUIRED FOR NO.5 PULLBOX) 3'(75mm) MIN. CONDU/TS SHALL BE SEC77ON B -B CAPPED IN PULL BOXES • ♦ r R=4 MIN. VA, IES R -4'(1.2m) MIN o (1.2m) SWEEP TO PULL80X NIS NOTE TO BE USED ONLY WHEN CONDUIT /S ALLOWED TO BE PLACED AT GUTTER LIP LINE. IN ALL OTHER CASES, CONDUIT IS TO BE LOCATED UNDER SIDEWALK AREA. T-34.DWG NOTE: ANY ITEMS IN PUBLIC RIGHT-OF-WAY THAT ARE DAMAGED OR DO NOT MEET CURRENT STANDARDS SET BY PUBLIC WORKS WILL REQUIRE REPAIRING AND/OR UPGRADING PER CITY ENGINEER. 2.3 0) 0 U z C2P MODEM /NTERCONNECT/TERMINAL BLOCK I8-1 'I - 0 ch rnul ,.� INPUT PANEL 14 Wm ao W WIRE COLOR ASSIGNMENTS �� P/N fUNC77ON WIRE COLOR 0-1 WIRE COLOR cl U� MODEM HARNESS 187ERCONNECT CABLE A AUDIO IN WHITE T81-3 WHITE B AUDIO IN BLACK 181-4 BLACK C AUD/0 OUT RED 181-5 BLACK E AUDIO OUT GREEN 181-6 GREEN N 18-1 W 78-1 78-1 7B-2 7B-3 (Comm In) 7B-4 (Comm In) IB -5 (Comm Out) 7B-6 (Comm out) INTERSEC774N LOCA77ON A TOP W/EW INTERCONNECT DETAIL N7S ?5mm) 2'(50mm) CONDUIT 2"(50mm) CONDUIT 3"(75mm) KNOCKOUT CLEAN CRUSHEL ROCK SUMP, SEE SID PLAN ES -8 FOR ADD177ONAL -- DETAILS NO5 PULLBOX WITH EXTENSION (NO.6 PULLBOX WITH fX7ENS/ON SIMILAR) MUL77-DUCT N T5 TRAf77C SIGNAL INTERCONNECT SHALL BE INSTALLED ALONG ALL ARTERIAL & COLLECTORSTREETS OR AS DIRECTED AS PART OF THE STANDARD STREET IMPROVEMENT. OMISSION OF INTERCONNECT CONDUIT ALONG ARTERIAL OR COLLECTOR STREETS MAY BE ALLO9 0 WHERE ACCEPTABLE ALTERNATE MEANS OF COMMUNICATION IS PROVIDED FOR IN THE CITY VAMC COMMUNICATION MASTER PLAN. MUL 11 --DUCT CONDUIT IS REQUIRED ON ALL SIGNAL COMMUNICATION BACKBONE ROUTES SHOWN ON THE CITY TRAfT7C COMMUNICA77ON MAS7ER PLAN, PULL BOXES ARE TO BE NO. 6. ALL OTHER ROUTES INSTALL 2'(50mm) SCHEDULE 40 CONDUIT UNDER SIDEWALK WITH PULL BOXES AT 400'(120m) MAXIMUM INTERVAL. PULL BOXES SHALL BE N0. 5 WT EXTTEENS/ONS AND KNOCKOU7S CONDUIT SHALL BE BROUGHT INTO PULL BOXES PARALLEL TO 179E DIS77NG SURFACE (HORIZONTAL). THE TOTAL ANGULAR BEND OF CONDUIT BETWEEN PULL BOXES SHALL NOT EXCEED 180 APPROVED DEGREES. A PULL ROPE CONFORMING TO SECTION 86-2050 'INSTALLATION" OF THE STANDARD SPECIRCA7701V SHALL BE INCLUDED IN ALL INTERCONNECT CONDUIT FOR INSTALLA110N OF fUAIRE CONDUCTORS an IB -1 TH-2 TB -3 (Comm In) T8-4 (Comm in) T9-5 (Comm Out) T8-6 (Comm Out) IN7E'RSEC7701N LOCA77ON 8 UDS SHALL READ "1RAFRC SIGNAL" KNOCKOUT FOR 4'(1001nm) MUL77DUCT OR MUL77-CONDUIT SYSTEM (NOT REQUIRED FOR NO.5 PULLBOX) 3'(75mm) MIN. CONDU/TS SHALL BE SEC77ON B -B CAPPED IN PULL BOXES • ♦ r R=4 MIN. VA, IES R -4'(1.2m) MIN o (1.2m) SWEEP TO PULL80X NIS NOTE TO BE USED ONLY WHEN CONDUIT /S ALLOWED TO BE PLACED AT GUTTER LIP LINE. IN ALL OTHER CASES, CONDUIT IS TO BE LOCATED UNDER SIDEWALK AREA. T-34.DWG NOTE: ANY ITEMS IN PUBLIC RIGHT-OF-WAY THAT ARE DAMAGED OR DO NOT MEET CURRENT STANDARDS SET BY PUBLIC WORKS WILL REQUIRE REPAIRING AND/OR UPGRADING PER CITY ENGINEER. 2.3 0) 0 U z 'I - 0 ch rnul ,.� Wm ao W z �� F-' w � N cl U� w > 40 N a U.- & � w o cw °' Z .. Wm N 06 W �; co M Z �0 W LLL _W, a U) ti W Z Lu N M 00 0 o N C zup) Q M a �- � N z� w a wQ o� 0� J aW z>U wQ Lu H vi W O z w z w 0 J Q f - W D 0 0 w N IW � a a U.- & � w z t s Z w W LLL _W, a o a . a zup) Q M a �- � N z� w a wQ o� 0� J aW z>U wQ Lu H vi W O z w z w 0 J Q f - W D DATE 7/29/2015 PA JOB No. 12-2642T SHEET 2 OF 6 SHEETS 0 w DATE 7/29/2015 PA JOB No. 12-2642T SHEET 2 OF 6 SHEETS CObj511R 1CT30N NOTES [I]1 CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. ❑2 CONSTRUCT 6' WIDE SIDEWALK PER STD. DWG. ST -3. Q CONSTRUCT WHEELCHAIR RAMP PER CALTRANS REVISED STANDARD PLAN A88A CASE "A". ® CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. DWG. NO. D-14 0 CONTRACTOR SHALL INSTALL CONDUIT FOR FUTURE OIL PIPELINE FACILITIES. CONDUIT SHALL HAVE MINIMUM 30" COVER BELOW FLOWLINE. COORDINATE CONDUIT SIZES AND QUANTITIES WITH PIPELINE OWNER. © SAWCUT TO NEAT, CLEAN VERTICAL FACE. THE EXACT LOCATION OF SAWCUT AND/OR TAPER GRIND SHALL BE DETERMINED BY CITY OF BAKERSFIELD ENGINEER. 0 CONSTRUCT TRAFFIC SIGNAL INTERCONNECT CONDUIT & PULL BOXES AT 400' MAX SPACING PER C.O.S. STD. T-34 (SEE SHEET 2). INTERMEDIATE PULL BOXES NOT SHOWN. ® CONSTRUCT 6" THICK CONCRETE DRIVEWAY WITH 6"x6" -#10x#10 WWM OVER NAT. GRD. COMPACTED 12" TO 95% MAX DENSITY. ® CONSTRUCT 6" THICK COMMERCIAL DRIVE APPROACH PER C.O.S. STD. DWG. ST -2. i0 CONSTRUCT 5.5' WIDE COMBINATION TYPE SIDEWALK PER C.O.B. STD. DWG. ST -3. ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. NOTE: GRADING WILL BE DONE ALL AT ONCE AND WILL NOT BE PHASED. w 0 m 00 00 N to M ST GRADING FL FLOWLINE STATION GRADING ST ST HINGE RW RW HINGE cL {_} INSTALL DECORATIVE LED STREET LIGHT SIMILAR C.O.B. STD. DWG. ST -14 AS APPROVED BY CITY ENGINEER. 15' 45' 45' 15' U EXISTING STREET LIGHT 10' PUE & FL FL 10' PUE & INSTALL TRAFFIC SIGN PER CITY STANDARDSPEDESTRIAN 11' 34' 34' 91' PEDESTRIAN . -�- ACCESS ACCESS + CURVE TABLE CURVE I RADIUS LENGTH DELTA ITANGENT Cl 30.00' 47.12' 90'00'00' 30.00' C2 1500.00' 563.43' 21'31'17" 285.07' C3 1534.00' 576.20' 21*31'17" 291.54' C4 1466.00' 550.66' 21'31'17" 278.61' + INSTALL STREET NAME SIGN PER CITY STANDARDS. EASEMENT 10' LS + �-N EASEMENT ® CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -13. 1' PARCEL 2 w NOTE: NO CITY INSPECTIONS WILL BE GIVEN FOR WORK IN "n 10' LS 6' 1, 0 EXISTING SURVEY MONUMENT - PROTECT IN PLACE. Zo z THIS AREA UNTIL AN IMPROVEMENT AGREEMENT OR A �j Z � EXISTING UTILITY POLE STREET PERMIT WITH APPROPRIATE SECURITY AND -?q._ %1.5%-3.5% wLLu L o a 1.57--.3 5X 2% �m O SEWER MANHOLE ------------------ - - __ - CO � / tt _ 75' RIGHT-OF-WAY SETBACK ! _ --- _^__ ---tt _ _-- �,_ _ - Q SEWER CLEANOUT - - 0 OR © STORM DRAIN MANHOLE OR JUNCTION BOX 6' WIDE SIDEWALK - 6' WIDE SIDEWALK RIGHT-OF-WAY GRADE LINE SEE PLAN VIEW FOR — --- —SEWER STRUCTURAL SECTIONS COMPACT UNDER CURB, STORM DRAIN 90' RIGHT--OF--WAY GUTTER AND SIDEWALK 6" -MIN. TO 909 — -SD- — EXISTING STORM DRAIN M .AX MAX. DENSITY. — -S- — EXISTING SEWER BOLTHOUSE DRIVE -1/L EXISTING EDGE OF PAVEMENT A COLLECTOR IYEICAL STREET SECIIQbj EXISTING OIL WELL II w U}tn II v ^' N.T.S. II Np r1Z F -F- . ww Mw 00 00Hz ui RELOCATE ALL UTILITY POLES -- COORDINATE WITH UTILITY OWNER. -,, 0'* M+ ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT �- ENCASEMENTS,+a Ww r N M M`t 0) ETC. TO FINISHED GRADE PER CITY STANDARDS. d t- 00 d'r+j d .ja �. a a d �"m _51.345- + �-N O --- -- STREAM ENERGY, INC. w do -TEx-_Rcr��s' o PARCEL 2 w NOTE: NO CITY INSPECTIONS WILL BE GIVEN FOR WORK IN "n (ACTIVE) U. PM 11838-3 Q Zo z THIS AREA UNTIL AN IMPROVEMENT AGREEMENT OR A �j Z iTl GRADING HINGE SIDEWALK 8c PUE EASEMENT STREET PERMIT WITH APPROPRIATE SECURITY AND II C> f mW I wLLu L o a — i� �.�.� PER PM 11838-3 — INSURANCE HAS BEEN OBTAINED. — �m 2 J � ______-- ------------------ - - __ ----- -� -— — -----------_ ----- CO � / tt _ 75' RIGHT-OF-WAY SETBACK ! _ --- _^__ ---tt _ _-- �,_ _ - +. \ /.. U M� PARCEL 1 1 M 7 REMOVE EXISTING w PM 11838-3 -�� 43+86.43 TEMPORARY TURNAROUND t1 / I !� J C3 —' =�asim - _ D sem- _N 82�'31�4,� °�' 4� _ - - D - -- — - 4- - LO / 4 D 42 -_ ----\_:4�jliQ.�30�II ' 3 TYP. 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ENGINEER IF THERE ARE -ANY DISCREPANCIES. ...... 346.....:...............................................:...................................................................................................................:...........:.......................................................:........346 35+00 36+00 37+00 38+00 39+00 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00 NORTH FLOWLINE PROFILE 47.12' .47.12' 47.12' 47.12' ON CURVE I I ON CURVE cold- a o it o d II 0 II w cn cn 1I 0 t- 11 a 00 a ter• w d- w N �- a *cn 0 a- a 000 000 0 o t_mt M NOTE: STREET ROUGH GRADING (CUT) SHALL Mz E-�' ot+� Mcg w v d v d• w 06 ¢ dz 0) m z w m w m ri t` J z Z r� cd d -m w 06 m 0p w 00 QZ t- cD co ri w w M d' d- d. (0 � Mw 06 w d. 00 d. (;� M OCCUR WITH PHASE 1. Mw mm tip d- .00 00 w M M M M co O ts1 W M �`) Map M M M M cc�o .I,.g d' 00 0 m +� +Q » 'I '� 06 d .d. �� � N + ...M .... ...............................d.= �� �+ �N M .._ - _ d'O �C to O CL� M .%�/ y�� . . M M �- - J 350: Zy� : '. : : �'''- . t'- _ --'EX/STING GROUND PROFILE ATGENTERL/NE�,- .._. _^.- _ c/�o�� acv : ----- _- - _- w _ � ---- - --- . . ---. . . .-_. . ._ ._.._._._ . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . �. : . . . . . . . . .. ....350 — m N— � • • • . • • • • • • . . . • • • _ • � � � • • • • • • • • • • • • • • • • •^— ter. .�• �• ............ ............ ........:...::......:._...:...:..._...:...:...:...:...:.._:..��� ........................................ :..... "+t3.25�._...:...:...: DES/G�1/�ZOiK1NE�PROF/LE...:...:...:..._0;2590:..._ ...: ......... LA_ m +0.24% p 51% +� 02% 6-0.25%) 348:-...0.257- ::..: :...:...:...: :...:...:.. :...:...:...:...:...:...:............:...:..............---------........................................................v RIFYXIS :...:...:348 TING LOCATION ELEVATION- IN- FIELD; PRIOR TO ANY CONSTRUCTION' AND NOTIFY' ENGINEER IF' .+0.257- : : THERE :ARE ANY DISCREPANCIES. �X_96W f1.01.42li1�f PME ' _ . VERIFY EXISTING-OCATiQN. AND_ E:LEVATIdRt IN• I:IITLD. . . . . . . . . . . . .. . . . .. . .. . . . . . . . . .. . . . . . . . .. .. . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ' -• -0.�5� : : : : PRIOR TO PHASE 2 CONSTRUCTION. AND NOTIFY ENGINEER IF THERE ARE ANY DISCREPANCIES. 346:.......:...............................::...:...:...:.................................................._:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:... :346 35+00 36+00 37+00 38+00 39+00 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00 SOUTH FLOWLINE PROFILE S 1- 1a135 PA i,�. 3 LO 0 N 0 d z o �.,. co 4m Ln m LL.I z .E o F- uj a M a U N v rr OSS �� � vJ (� LL Z Q W m N Z w o W w N N to O m a 0^ N C.L V) z 0 DATE 7129/2015 PA JOB No. 12-•2642T SHEET OF 6 SHEETS "n Q 0- N 0. Lu W m W J_ wLLu L o a o Or 0. V) z 0 DATE 7129/2015 PA JOB No. 12-•2642T SHEET OF 6 SHEETS CONSTRUCT10NNILS M CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. Q CONSTRUCT 6' WIDE SIDEWALK PER STD. DWG. ST -3. Q3 CONSTRUCT WHEELCHAIR RAMP PER CALTRANS REVISED STANDARD PLAN A88A CASE "A'. ® CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. DWG. NO. D-14 0 CONTRACTOR SHALL INSTALL CONDUIT FOR FUTURE OIL PIPELINE FACILITIES. CONDUIT SHALL HAVE MINIMUM 30" COVER BELOW FLOWLINE. COORDINATE CONDUIT SIZES AND QUANTITIES WITH PIPELINE OWNER. ® SAWCUT TO NEAT, CLEAN VERTICAL FACE. THE EXACT LOCATION OF SAWCUT AND/OR TAPER GRIND SHALL BE DETERMINED BY CITY OF BAKERSFIELD ENGINEER. 07 CONSTRUCT TRAFFIC SIGNAL INTERCONNECT CONDUIT & PULL BOXES AT 400' MAX SPACING PER C.O.B. STD. T-••34 (SEE SHEET 2). INTERMEDIATE PULL BOXES NOT SHOWN. ® CONSTRUCT 6" THICK CONCRETE DRIVEWAY WITH 6"x6" -#10x#10 WWM OVER NAT. GRD. COMPACTED 12" TO 95% MAX DENSITY. ® CONSTRUCT 6" THICK COMMERCIAL DRIVE APPROACH PER C.O.B. STD. DWG. ST -2. 10 CONSTRUCT 5.5' WIDE COMBINATION TYPE SIDEWALK PER C.O.B. STD. DWG. ST -3. ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. NOTE: GRADING WILL BE DONE ALL AT ONCE AND WILL NOT BE PHASED. Oz-_ =U- J U? - to z 0F - L- w-= W - (=!} O - - W U- E- 00 00 x111 4 75' RIGHT-OF-WAY SETBACK--"' + N + to + `n FL FLOWLINE STATION .p. INSTALL DECORATIVE LED STREET LIGHT SIMILAR C.O.B. STD. DWG. ST -14 AS APPROVED BY CITY ENGINEER. Q EXISTING STREET LIGHT INSTALL TRAFFIC SIGN PER CITY STANDARDS. + INSTALL STREET NAME SIGN PER CITY STANDARDS. © CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.Q.B. STD. DWG. ST -13. 0 EXISTING SURVEY MONUMENT - PROTECT IN PLACE. ` EXISTING UTILITY POLE OO SEWER MANHOLE SEWER CLEANOUT © ORT® STORM DRAIN MANHOLE OR JUNCTION BOX --- RIGHT--OF-WAY -- --- --- SEWER = STORM DRAIN - -SD- - EXISTING STORM DRAIN - -S- -- EXISTING SEWER EXISTING EDGE OF PAVEMENT ® EXISTING OIL WELL RELOCATE ALL UTILITY POLES - COORDINATE WITH UTILITY OWNER. ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC. TO FINISHED GRADE PER CITY STANDARDS. it UI Q! w PHASES 2 & 3 GRADING ST HINGE RW 30' 10' 8' 22' HORIZDNTAL: 1"=50' VERTICAL: 1"=2' ST ST GRADING CL RW HINGE 30' 22' 8' 10' 1 VARIES 0.217. MIN• 2' TYP. SEE PLAN VIEW FOR STRUCTURAL SECTIONS 60' RIGHT--OF--WAY A I'MSTREET aEUON \llll NOT TO SCALE CONSTRUCT MIN. 0.35' TYPE "A" A.C. PAVING OVER MIN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.25' NAT. GRD. COMPACTED TO 95% MAX. DENSITY TI=7.0 R=47 TOP OF RAIZ=353.4t: ; 1bfS` V.C. ;7:12` ; -47.12.. . . ; . . . ; . . . °� : .. : .: ii Z co m on . If sJ f" : P-0 CURVF� d : 1* CURVE it ON i_o 1 ...�..... :........ m t Z'_71............. ... .� .... ��IM ca ... o m o .... 1U 00 1�! CV to :Lu � ;0, '� : M r''d" . clv t°� ; °Q ��r 1 : dr- ; ; m I to= n ►`� + llM CO ►� EV MMS{- M M M d- Maj MM + to 352: :. .: .: ..........................................: ;�-. .:...:...:... ..:... Uv:. + ^ r�11.n '352 1' �` -: �M Oa. ao ?_> roCr o��N . : . . ; _j _j 0' MIX to M U lL :1,229, o ix m : : : to : Q"a ; W : 'd' ©w Lo : : 10 m ow a . . . . . . . . !� a. . . . . . . . . o . . . . . . . . . . .. . . . . . . . . . . . . . r + d �0. CV Zp : : �� : : : --'"" -----_ __ -_ GRADE 2:1 MAX `n =_-------- ---- -- to r w 350...... ..... - .. ...............-......... - - - _ - 350 IJi M {L -. -_- - -- -. EXISTING GROUND PROF/LE o Z : AT CE,VTERLINE' - \ w w M a w �,, m .---... ....... .... ..... •... ...... ...... z :T- :.- OC : o . o : : : : ►� DE,S 0V fLOWNE to un o 'o ao rn r 348- a .. -n .00 no -n ..... n . II' C; m 110) ........................... .. ............. :. :... ...: .....: : 348 00 0 n 0) m 0 �' od' J + N '+tl 0 +0 C4+10 +to U N -to U> LO C4 Lo CV o tV +`� o VERIFY EXISTING LOCATION AND . . . . �. . ._j Co. ._ >0._j 0, . . J to . -- �. . . . . . . . . . . . . .. . .. . NJ 0 ... . . .. .. . . . . .. ELEVATION IN- FIELfl; PRIOR -TO- PHASE •3-` -.. . .. . : �? ;ti M La_ Q_d :�' M i,_ M M ; ; ; ; ; ��+- M ; ; ; ;CONSTRUCTION AND N07iFY EfJGINEER IF O.g9; +0.51% ; ; 0.519; ' + .3430 346 .. . . ... . : '. V:C: : : . . . : . . . . . . . . . . . .. . . . . . . . . . . . . . . .. . . . . . . .. . :. :THERE ARE :ANY DISCREPANCIES _ : : 0.20% : : - -0.20% :346 50+00 51+00 52+00 - 53+00 54+00 55+00 56+00 57+00 58+00 WEST FLOWLINE PROFILE 354 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . .. . .. .. . . . .. . . . . . . . . . . . . . . . . . . . . . . . . 104.64' V.C. 47.12' 47.12'. 354 TOP OF RAIL=353.4f• ON- CURVE - Oft CURVE ' i} w en C) � oM - If 0 to M ro 0: o • � W opt- P-0 0 to O 'r- z E-- !- > to p e-• o OR r tp U CO . 0.0 U O U 00 r 1 m =i z z °� ci !'� co co cQ m ct} !� c - co k- ao 7 • 1 ",0:718. ; . . . ; . . ; . . . . ; . .. ; . . . : ... ; . .. ; ...:. . .� g _ .�� M N'•d- amt-d•�� ;.. ;m�.: .. .�m� zd uj 352 '0 z 0 :.. :...:... ... ..................................to 0 ...:...:...:.. :... "'; :..tea; ..: N .:... :... .d am. ' ..:352 AD 0 Li : . . °0 a : . . . : 7,219, : . . :. .. : .. . ' + : : : J : : : m : 4 zo `o : : : � N zo : X � _ • ; M .M C� L� . . . . . . . . . . . . jn. . . . .+ . . . . . . . . . . . . . . IN . . . WWW N ` " -- - -- -" '_ - - GRADE 2: T MAX ' _j 0-a : : : : : : ° 350 T W W . uM. =--� oz ---------- ----. -... - 350 J ; ; M ; EXIST/NG GROUND PROFILE ; ; 2 ':- - z Z5 ; W 0> O- U: . W- U A i CENTER/NE U \ m W�n,m a- -� ...... a.... w . . . . . . . . . . . . . . . . . . .. .m . . . .. . . . . .. . Lt, a a0 ao - o m r 0 BE5161V ROH[ONE PROIF)LE : ' : ; ; ; 348: : . 00 : . "' ")`v00 : : 0D II 4 : : : : tL`f : .. : .. : : : .`Q, . : : to Q tr,M �.- . r • 0.0 a, .on .... ...... ....... 348 +0 + M 11 + N � O. N0 00 0 + Co N+ 0 4- N d C?j ROAD -SIDE SIGN --& PAVEMENT. DELINEA110N NQS 1. TRAFFIC STRIPING, PAVEMENT LEGENDS, & RECESSED MARKERS SHALL BE PER CALTRANS STANDARD PLANS AND SPECIFICATIONS, LATEST EDITION, AND THE CALIFORNIA MUTCD, LATEST EDITION. 2. PAINTING PROCEDURES FOR STRIPING AND MARKINGS SHALL BE PER STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (APWA/AGC). 3. ALL CONFLICTING MARKINGS SHALL BE REMOVED BY WET SANDBLASTING. ALL CONFLICTING RAISED PAVEMENT MARKERS SHALL BY PRIED OFF AND ANY REMAINING RESIDUE SHALL BE REMOVED BY WET SANDBLASTING. ALL SANDBLASTED AREAS NOT COVERED BY OVERLAY OR SEAL COAT SHALL BE FOG SEALED. 4. ALL SIGNING AND TRAFFIC CONTROL DURING CONSTRUCTION SHALL BE PER THE CALIFORNIA MUTCD, LATEST EDITION. 5. ALL POSTS SHALL BE PER CITY STANDARD OR APPROVED EQUAL. 6. STRIPING AND SIGNING TO BE DONE BY THE CONTRACTOR AND IS SUBJECT TO APPROVAL BY THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT. 7. STRIPING AND MARKINGS FOR STOP BARS AND "STOP" TEXT SHALL BE THERMOPLASTIC CONFORMING TO SECTION 84 OF THE STATE STANDARD SPECIFICATIONS EXCEPT WHERE NOTED OTHERWISE. 8. ALL PERMANENT STRIPING TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD 9. ALL CONSTRUCTION MATERIALS FOR ROADSIDE SIGNS, TRAFFIC STRIPING, PAVEMENT MARKERS, AND PAVEMENT MARKINGS SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR. 10. LANE WIDTHS SHOWN ON THE PLAN ARE DIMENSIONED FROM FACE OF CURB TO CENTER OF STRIPE, OR BETWEEN CENTERS OF STRIPES. 11. ALL EXISTING STRIPING AND PAVEMENT MARKINGS IN THE AREA WHICH IS TO REMAIN AND WHICH IS DAMAGED DUE TO THE CONTRACTOR'S OPERATIONS SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. 1 PAVEMENT DELINEATION LEGEND O INSTALL TRAFFIC STRIPE PER CALTRANS STANDARD PLAN NOS. A20A, A20B, AND A20D. NUMBER IN (::) INDICATES DETAIL NO. ON STANDARD PLAN. Q INSTALL 12" WHITE CROSSWALK LINE AS SHOWN. LL INSTALL 12" WHITE LIMIT LINE AS SHOWN. DY INSTALL 12" YELLOW DIAGONALS AS SHOWN (50' MAX Q.C.) r INSTALL TYPE IV(L) WHITE ARROW CENTERED IN LANE AS SHOWN. 4- - m INSTALL "BIKE LANE" LEGEND AND ARROW AS SHOWN. STOP INSTALL WHITE "STOP" LEGEND AS SHOWN STOP INSTALL WHITE "STOP AHEAD" LEGEND AS SHOWN AHEAD NOTE: PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. SHOULD CONDITIONS BE CHANGED, A REVISED STRIPING PLAN SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING. SIGN LEGEND EXISTING SIGN TO REMAIN. INSTALL NEW 1 POST SIGN. INSTALL NEW SIGN ON STREET LIGHT STANDARD. SIGN LOCATION SlgN BODES OM1 -3 N YELLOW DIAMOND OBJECT MARKER OM4-3 - RED DIAMOND OBJECT MARKER SNS --METRO N METRO STREET NAME SIGN R1-1 - STOP SIGN R4-7 - KEEP RIGHT R4 --7A - KEEP RIGHT WITH ARROW R26(CA) N NO PARKING ANYTIME W3-1 N STOP AHEAD W14-1 - DEAD END SIGN W31(CA) w END NOTE: SIGN CODES ARE FEDERAL CODES UNLESS OTHERWISE INDICATED BY (CA). (CA) INDICATES CALIFORNIA CODES. WINDS^',rnr STI FUTURE SCREEN WALL OR SCREEN FENCE DRILL SITE DRILL SITE TY IN U W6UO wove w 0 aha Uf,z�Wso � to tuvsOjmyi= cf) ((i O ►�-p��c0jp W Z c r tzil0wy� �3iiwmwo< O N W to M �¢�zzuoW� >U e-- to *4009w9T22 r��,Ix CU uj 0o� w C3 E5 v ui m 0 cam.. tL N WzwOUcn�tn� _r z ld 0w¢ u>2aw 00 ��zoz�909 M < W m CV �, oa„�QzoQ a z,p Ow62* �; 0 W N O Z ��ua o cpVww'raOz'� �o�Z� +Z M W U=UW W�10w CN to Q co oW� a 2aw0c�io N 0 r. NT�¢tQ§itAy tf?ylvl-:�V>wS'xyfl 2wa 6R :oo S W� � a G V� w �QQx>o�SN g<03: W o w w 2 w W s >*W�9w13m�0 } �_=( z �ap��.��0mm 4wr� WW5owz�c�r)>-� INSTALL NOTE: BREAK 32 AT PARCEL 2 TYPE 3 BARRICADE INTERSECTION PM 11838-3 W/(2) © -3 AND CA (REMOVE W/ PH 2) R26 CA SN -METRO R26 CA R26 CA R26CA ------ --0----- ®------��---------------------®-------------------------------- — — _ 51345-(S�-p 51319 W3 -1 ------ PARCEL 1 R26 CA PM 11838-347r— — -- M -------- --- -- --–.� — �5 110 110 - -- 43+30.30 lot 32 49+30.84 1343 M R26 CA / / '' / 6 — �f 3251344 LL T 51346-U- — _ SNS -METRO R1-1 ® ei --- -- R26 CA---- --- R26 CA -------------- R26(CA) ---- SNS METRO Rl-1 �a� 3� - _ ® PARCEL 1 PARCEL 2 CITY OF BAKERSFIELD — — — — — — — _ - - — — — 5 R: - Y� 22 / / —PARCEL 1 + 3 PHASE 2 1 � SE PM 12135 BENCHMARK { PARCEL 2 PHASE 1 COURT '6 �® PM 12135 PHASE 2 PM 12135 WATER WELL SITE PHASE 1 I I EXISTING II I DRAINAGE BASIN SIGNING ASID STRIPING PLAN I � 11 ST PEDESTRIAN ACCESS 11' EASEMENT 2' 1 6' ' 10' LS NG -` 11 6' WIDE SIDEWALK SIGNING AND STRIPING PLAN „�IZoNrqU 1"=50' HORIZONTAL: 1"=50- 45' "=50' 45' 34' 1.5:5% GRADE LINE ST CL 45' 34' 1.s%3 5y, SEE PLAN VIEW FOR STRUCTUP,AL SECTIONS 90' RIGHT--OF--INAY WINDERMERE STREET -LECTOR TYPICAL ,STREET SECTION N.T.S. FL EASEMENT ._ 13' RW WINDERMERE VARIES STREET (PERS PLAN VIEW) �+ I 6" BERM 2' X Ma WIDTH (VARIES PER PLAN VIEW) I -Ilr— ST 15" FL 10' PUE & 11' PEDESTRIAI ACCESS EASEMENT 10' LS 6' 1, ?%- GB FINISHED GROUND FINISHED GROUND 'TAIL N.T.S. GRADING \-- 6' WIDE SIDEWALK COMPACT UNDER CURB, GUTTER AND SIDEWALK (TYP.) 6" MIN. TO 909% MAX. DENSITY. DATE 7/29/2015 PA JOB No. 12-2642T SHEET J J OF 6 SHEETS 0 Q 0= W F -z 0- a U. w W Iz S S W w w w o in w E a W a a DATE 7/29/2015 PA JOB No. 12-2642T SHEET J J OF 6 SHEETS 0 W DATE 7/29/2015 PA JOB No. 12-2642T SHEET J J OF 6 SHEETS XXNS �UCIM N MOTES ED CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. ® CONSTRUCT 6' WIDE SIDEWALK PER STD. DWG. ST -3. ❑3 CONSTRUCT WHEELCHAIR RAMP PER CALTRANS REVISED STANDARD PLAN A88A CASE "A". ® CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. DWG. NO. D-14 M CONTRACTOR SHALL INSTALL CONDUIT FOR FUTURE OIL PIPELINE FACILITIES. CONDUIT SHALL HAVE MINIMUM 30" COVER BELOW FLOWLINE. COORDINATE CONDUIT SIZES AND QUANTITIES WITH PIPELINE OWNER. © SAWCUT TO NEAT, CLEAN VERTICAL FACE. THE EXACT LOCATION OF SAWCUT AND/OR TAPER GRIND SHALL BE DETERMINED BY CITY OF BAKERSFIELD ENGINEER. 7Q CONSTRUCT TRAFFIC SIGNAL INTERCONNECT CONDUIT & PULL BOXES AT 400' MAX SPACING PER C.O.B. STD. T-34 (SEE SHEET 2). INTERMEDIATE PULL BOXES NOT SHOWN. ® CONSTRUCT 6" THICK CONCRETE DRIVEWAY WITH 6"x6" -#10x#10 WWM OVER NAT. GRD. COMPACTED 12" TO 95% MAX DENSITY. 91 CONSTRUCT 6" THICK COMMERCIAL DRIVE APPROACH PER C.O.B. STD. DWG. ST -2. 10 CONSTRUCT 5.5' WIDE COMBINATION TYPE SIDEWALK PER C.O.B. STD. DWG. ST -3. ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. NOTE: GRADING WILL BE DONE ALL AT ONCE AND WILL NOT BE PHASED. FL FLOWLINE STATION .Cj. INSTALL DECORATIVE LED STREET LIGHT SIMILAR C.O.B. STD. DWG. ST -14 AS APPROVED BY CITY ENGINEER. -0 EXISTING STREET LIGHT -�- INSTALL TRAFFIC SIGN PER CITY STANDARDS, + INSTALL STREET NAME SIGN PER CITY STANDARDS. 4 CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -13. 0 EXISTING SURVEY MONUMENT - PROTECT IN PLACE. qL EXISTING UTILITY POLE 0 SEWER MANHOLE CO SEWER CLEANOUT O OR © STORM DRAIN MANHOLE OR JUNCTION BOX •---• -- -� --W- RIGHT-OF-WAY — SEWER = = STORM DRAIN -SD- — EXISTING STORM DRAIN -- -S- — EXISTING SEWER EXISTING EDGE OF PAVEMENT ® EXISTING OIL WELL RELOCATE ALL UTILITY POLES - COORDINATE WITH UTILITY OWNER. ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC. TO FINISHED GRADE PER CITY STANDARDS. IILLJ Z �J U O O 3: w U 110 II U idi n z U 00 0' 00 w .- m O I. u7 OO j oi r7 O 00r6 oPHASE p O O h h O � 00 +q) + N + to p 0-) O t[1 + d u7 Lo Lo d + O +� N 1 (c! 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O O N a- G\NEER * b' 00 �ao�ti M J a w aj' M t�V d� U Q U) Z Z Lo O J cy) w I-- N W Z r— � W w W Q C0 > w 0 G c� �J �V Z w w� Q A l LC W Ix u.. 04 LL W z w W ix a w 5 W a ii G\NEER * b' 00 �ao�ti M J a w aj' M t�V d� U Q U) Z Z Lo O J cy) w I-- N W Z r— � W w W Q C0 > w 0 G c� �J �V Z w w� Q DATE 7/29/2015 PA JOB No. 12-2642T SHEET 6 OF 6 SHEETS 0 Lu a DATE 7/29/2015 PA JOB No. 12-2642T SHEET 6 OF 6 SHEETS