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HomeMy WebLinkAbout5.1-12135 Record DrawingREVIEWED BY: TRAFFIC ENGINEER, CITY OF BAKERSFIELD REVIEWED BY: SEVEN OAKS BUSINESS PARK PARCEL 1 PHASES s - DATE ASSISTANT PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD DATE APPROVED BY.- PUBLIC Y: PUBLIC WORKS DIRECTOR, CIN OF BAKERSFIELD DATE NICOLAS FIDLER C 61069 BENCHMARK USED.- TOP SED: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°5745" 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. VICINITY MAP NO SCALE BAKRSFIELD, CALIFORNIA MATERIALS LIST No. INDEX i WHITE LANE FOR PLAN wl CHECK AND INSPECTION FEE CALCULATIONS. I Wi Iw FOR BIDDING PURPOSES. IQ I� Zj 3, V Q O PHASE 1 PHASE 2 COLLECTOR STREET 827 PART OF VILLAGE "F" 991 L.F. WEST MING SPECIFIC PLAN 54,655 IWC ---------- \\ \ a (BOLTHOUSE DR & WINDERMERE ST) S.F. PHASES 2 & 3 Nc! LOCAL STREET 374 L.F. 0 L.F. 0.30' A.C./0.40' A.B. 16,280 S.F. -_ DRIVE t iii IBI I a I w� a w C5:> �I m I i I zwI I ZI I 1,658 L.F. SEVEN OAKS 570 S.F. PROJECT"BUSINESS BUSINESS PARK lbh�SITE S.F. 4" THICK SIDEWALK � BOL7"}i0t1SE S.F. ----------------- DRIVE SURVEY MONUMENT ENCASEMENT II ----------- 3 I i METRO STREET NAME SIGNS "- EA. SOUTHERN PACIFIC RAILROAD EA. TRAFFIC CONTROL SIGNS 9 EA. VICINITY MAP NO SCALE BAKRSFIELD, CALIFORNIA MATERIALS LIST No. INDEX 356 22,855 ESTIMATED QUANTITIES FOR PLAN 51343-(g- CHECK AND INSPECTION FEE CALCULATIONS. ® NOT TO BE USED FOR BIDDING PURPOSES. L.F. -+- PROPOSED STREET NAME SIGN PHASE 1 PHASE 2 COLLECTOR STREET 827 L.F. 991 L.F. 0.35' A.C./0.40' A.B. 54,655 S.F. 60,175 S.F. (BOLTHOUSE DR & WINDERMERE ST) S.F. PHASES 2 & 3 2 LOCAL STREET 374 L.F. 0 L.F. 0.30' A.C./0.40' A.B. 16,280 S.F. 0 S.F. (BENCHMARK COURT) 0 EA. C5:> BOLTHOUSE DRIVE 6" CURB AND GUTTER 2,409 L.F. 1,658 L.F. 6" THICK DRIVE APPROACH 570 S.F. 0 S.F. 4" THICK SIDEWALK 14,080 S.F. 8,898 S.F. SURVEY MONUMENT ENCASEMENT 6 EA. 3 EA. METRO STREET NAME SIGNS 2 EA. 2 EA. TRAFFIC CONTROL SIGNS 9 EA. 10 EA. WHEEL CHAIR RAMPS 2 EA. 4 EA. STREET LIGHTS 4 EA. 3 EA. SAWCUT 64 L.F. 64 L.F. STRIPING 2,915 L.F. 3,084 L.F. TRAFFIC SIGNAL INTERCONNECT 833 L.F. 595 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 PHASE 3 SHEET No. INDEX 356 22,855 L.F. S.F. O TITLE SHEET 51343-(g- DECORATIVE LED STREET LIGHT w/NUMBER ® DETAILS—GENERAL NOTES o L.F. -+- PROPOSED STREET NAME SIGN 0 S.F. O BOLTHOUSE DRIVE PARCEL 1 a PHASES 1 &J 2 762 0 L.F. S.F. ® WINDERMERE STREET 3,437 S.F. PHASES 2 & 3 2 EA. BENCHMARK COURT o EA. PHASE 1 4 EA. 0 EA. C5:> BOLTHOUSE DRIVE 1 EA. a WINDERMERE STREET 64 L.F. SIGNING AND STRIPING PLAN 1,146 O O 0 L.F F. © WINDERMERE STREET FUTURE EXTENSION LEGEND (�X SHEET INDEX NUMBER DIRECTION OF DRAINAGE U CONCRETE MONUMENT 51343-(g- DECORATIVE LED STREET LIGHT w/NUMBER -2)- EXISTING STREET LIGHT ,15., CB#12 CATCH BASIN w/NUMBER -+- PROPOSED STREET NAME SIGN RECORD DRAWING Fart PHASE I oNLy 8Y= FRED W PORTER, RCE 33448 EXP. 1�1 ■ IU w� DATE U aVo Lu o pu) W��W �zW cnmWcnWw¢�o ir�Fx`OFtx -LLZaz CL i¢ z� p� m� 0 w cnt�wzv)�F-�¢ 2 W I—� Q Z CO W� Q wxOwxwcnU ZI-(Hj�fn�O��2 � W1-0 wp,�OOffw--�mwZ pZd'~Q~f"��O gWpQti3'OUQmU zza�aazomz0 �iz�ui C3 U)wxW >o-zx�k_� uiF2pCm�U) Lu 2OZ� W Q Q� O Z F m pi�- Z pi� W w o Z zwOwpw;�r00 via�~owwwLLMOZ 8zpua'. ZO w Zw x O w U Q d aWQzxUOZz� C.)FxZ W ~Q(WjQOw li mei F- Z aIt ) 0) (,� U�pWrwwpz�+,� C�mLLI M2� p►O=A z�OZQW �� awaoax )W=�ZQa�azpxUnyW- �Qapx>p�0�� ap��www�Wpm O m� mWOU ZO -pj - z Qa''��0>1_ LU W aU x���� F- 1— w V) w � 0 p m Q Zz 0 0 rr�QZvizQow omowp���>- m O Q _� x Z J U i-QZ�wwOww mw<w'ZZ=cr woU,craZF— xmwmwm&Ez3 w�wo Lv Qwviz�c`�rn �- a�ww,Qc>r��o `''oo�000`�~ W d.YQ�m�F- 0�5 noLj w �w wLL_ oi=- cn oW�w�o��o QmW�Ot=ZUt/') V J mF=..QUppOU� W mZ >Z�0- O >_ w (f) F- N0OQZwQ� W oz} Lu Lu Q"oR Z wov W � zo�woo"Qx a�}0Sz�?I- � JZC10_t/)UO �oac�Qoox NOTE: 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 WITH 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. NOTE: 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). (CA) INDICATES CALIFORNIA CODES O �04 Z 1111• w Li� U 1 Z I 00 � -j PARCEL 1 a zo PM 11838-3 0 i oZ U w N a 43 O O `V N _ 513 •r�L�, - N r Q a aPARCEL 2 PM 12135 PM PHASE 2 um wry Z 1111• w 0 ui I � SOUTHERN PACIFIC RAILROAD PARCEL 1 PM 12135 PHASE 3 D U Z o � ti) O W Z i r W � M U Z x E1r m N W q) M N Z..... M Ww�,r N co � l_1_i =�-owi��ow F-UDF-OOU� UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA • ��VND �SCVtjl. � DIAL TOLL FREE 1-800-227-2600 AT LEAST TWD DAYS BEFORE YW DIG PARCEL 2 PM 11838-3 — SO'THOUSE U.J. I F 0 W u4.. m w W W Lu uj w O � UL a a \ cw 49 Z 0 w a O O `V O r U.J. I F 0 W u4.. m w W W Lu uj w O � UL a a \ cw 49 Z 0 w a W c W -- G W W 13 • • � 45 .� 1 1344 Ln v i c PARCEL 2 Cr PM 12135 C.O.B. PARCEL 1 y�rE � PM 12135 4 C:� 3 PHASE 1 -U� O J� SUMP r o co � PARCEL 3 -- -_ M • PM 12135 PHASE 1 N PARCEL 4 � PM 12135 PHASE 1 r� ' C%4 N -"- KEY MAP SCALE: 1'=200' Z 0 w -"- KEY MAP SCALE: 1'=200' N DATE 7/2912015 --�-}- �PA JOB No. 12-2642T SHEET 0 Q N COB RECORDS No. % OF 6 SHEETS Z 0 w N DATE 7/2912015 --�-}- �PA JOB No. 12-2642T SHEET 0 Q N COB RECORDS No. % OF 6 SHEETS GENERAL NOTES 1. 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. 2. 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. 3. 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. 4. 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. 5. 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. 6. 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. 7. 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. 8. 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. 9. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, TOOLS, EQUIPMENT AND SUPERVISION NECESSARY FOR A COMPLETE AND FUNCTIONAL PRODUCT. 10. 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. 11. 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. 12. 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. 13. 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. 14. 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. 15. 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 IMPROVEMENT NOTES 1. THE SUBDIVIDER, IF REQUIRED, SHALL OBTAIN GRADING APPROVAL AS REQUIRED BY CITY OF BAKERSFIELD ORDINANCE, PRIOR TO START OF ANY EARTHWORK. 2. 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 95% 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 90% 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). 6. THE CONTRACTOR SHALL OBTAIN 90% 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. 8• 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. 9. 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. 10. NEW STREETS SHALL BE EXTENDED AT INTERSECTIONS AS DIRECTED BY THE PUBLIC WORKS DIRECTOR IN ORDER TO PROVIDE A TIE INTO EXISTING STREET PAVEMENT. 11. SEWER LATERAL LOCATIONS TO BE STAMPED (S) INTO THE CURB FACE OVER EACH LATERAL. 12. ELEVATIONS AND GRADES SHOWN ON THE PROFILES ARE GUTTER FLOW LINES (INVERTS). 13. 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. 14. SIGN PANELS SHALL BE MOUNTED ON POSTS WITH HAWKINS M2G 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. 15. CONTRACTOR SHALL INSTALL BLUE MARKERS IN THE STREET AT THE FIRE HYDRANTS PER THE FIRE DEPARTMENT REQUIREMENTS. 16. SEE WATER, STORM -DRAIN, AND SEWER IMPROVEMENT PLANS FOR OTHER IMPROVEMENTS THAT ARE A PART OF THIS PROJECT. COB 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 PLACED ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE AND ALONG THE LONGITUDINAL DROP-OFF BETWEEN ADJACENT LANES. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE 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 90% OR MORE THAN 96%, 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 50% 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 95% 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 oa0o woco z�W wZW� 1 THE (CONTRACTORNG TO ITY OBTAIN NBLATEST BAKERSFIELD 0-26 p89,DARD WINGS SHALL BE UNLESS OTHERWISE NSIDERED NOTED) APART OF THESE PLANS. w mzi o z a wlz<z;-;gE°°�ni .j= cpm wcno> CITY STD. NO. DESCRIPTION CITY STD. NO. DESCRIPTION z W w E o o Qz"w 3 2 g Mwt=-3'Qu ® ST -1 CURB AND GUTTER (TYPE "A -,-B" AND C) ❑ ST -17 WIDE CROSS -GUTTER z ►- t; f- . o o LLo - » w a O O 2 W U ® ST -2 COMMERCIAL DRIVEWAY ® ST -2 DATED 6/2/99 MEDIAN CURBS (TYPE M» ,» M-1» » AND M-2») ST -3 SIDEWALK ao'o�u 3�zd}`w' ® ❑ ST -19 HANDICAP RAMPS 6 o0 m z o ❑ ST -4 RESIDENCE DRIVEWAY ❑ ST -20 PRIVATE STREET GATES w w >. w _ ❑ ST -5 HOUSE NUMBER FOR CURBS ❑ ST -21 REFUSE CONTAINER PAD Zo a 0�¢ w' z 0 p-zaQ.'tAJ9Z> ❑ ST -6 DATED 1/11/99 PAVEMENT PATCHES ® ST -22 DATED 1/11/99 TRENCH BACKFILL AND COMPACTION REQUIREMENTS a w o Q o a Zpwwwu-�OZQ ❑ ST -7 CROSS -GUTTERS ❑ D-10 SIDEWALK UNDERDRAIN o a z a W> o ST -8 26 INCH PART CIRCLE CULVERT ¢ w o Z r§ z w - o ❑ ❑ D-11 DRAINAGE BASIN o Z o m f-, w z U- ® ST -9 STREET SPECIFICATIONS ® D--14 CATCH -BASIN, TYPE "A" a It w = z ¢ w w W cower �- W. U., Z 0 >- oz_w, ® ST -10 STREET SECTIONS ❑ D-15 CATCH -BASIN, TYPE "A-1" w it �- a ow > c7cnw=aza�oa ❑ ST -10A STREET SECTIONS ® D-16 GUTTER DEPRESSIONS Q o' > � w w wo ¢�z� �Q'-gm owjc="m� ® ST -11 STREET CROSS SECTIONS ❑ SW -4 MANHOLE, TYPE "A" WITH DROP CONNECTION o m W `co co ❑ ST -12 ALLEY CROSS SECTION w co w o o w z ca. n } ® SW -5 FRAMES &COVER FOR MANHOLES & CLEANOUTS _ T w = 0 4a w z ® 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 STANDAR? PLANS 1 THE FOLLOWING CALTRANS STANDARD PLANS SHALL BE CONSIDERED A PART OF THESE PLANS. (CONTRACTOR TO OBTAIN LATEST EDITION THEREOF) CALTRANS STD. PLAN ® RSP A88A & E DESCRIPTION CURB RAMP DETAILS 78-1 T8-2 78-J (Comm In) 7B-4 (Comm In) TB -5 (Comm Out) 78-6 (Comm Out) 1N7FR5EC7I6N LOCA77ON A TOP VIEW INTERCONNECT DETAIL NTS ?5mm) 2"(50mm) CONDUIT 2"(50mm) CONDUIT J"(75mm) KNOCKOUT 2j CLEAN CRUSHED - ROCK SUMP, SEE o S7D PLAN ES -8 SEC770N A -A FOR ADD177ONAL C'4 DETAILS NO.5 PULLBOX WITH EX7ENSION (N0.6 PULLBOX WITH EX7ENSION SIMILAR) MUL77- UCTNIS TRAFFIC SIGNAL INTERCONNECT SHALL BE INSTALLED ALONG ALL ARTERIAL & COLLECTORS7REETS OR AS DIRECTED AS PART OF 171E STANDARD STREET IMPROVEMENT. OMISSION OF INTERCONNECT CONDUIT ALONG AR7FRIAL OR COLLECTOR STREETS MAYBE ALLO90 WHERE ACCEPTABLE ALTERNA7F MEANS OF COMMUNICATION IS PROVIDED FOR IN THE CITY TRAFFIC COMMUNICA77ON MASTER PLAN. MUL77-DUCT CONDUIT IS REQUIRED ON ALL SIGNAL COMMUNICA7701V BACKBONE ROU7FS SHOWN ON THE CITY TRAFFIC COMMUNICA77ON MAS7FR 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 IN7FRVAL. PULL BOXES SHALL BE NO. 5 WT EXTEENSIONS AND KNOCKOUTS CONDUIT SHALL BE BROUGHT INTO PULL BOXES PARALLEL TO 771E EXIS77NG SURFACE (HORIZONTAL). THE TOTAL ANGULAR BEND OF CONDUIT BETWEEN PULL BOXES SHALL NOT EXCEED 180 APPROVED DEGREES. A PULL ROPE CONFORMING TO SEC77ON 86-205C WSTALLA770N" OF THE STANDARD SPECIRCARON SHALL BE INCLUDED IN ALL INTERCONNECT CONDUIT FOR INS TALLA77ON OF FUTURE CONDUCTORS CITY , 78-1 7B-2 78-J (Comm In) TB -4 (Comm In) TB -5 (Comm Out) T9-6 (Comm Out) IN7ERSEC77ON LOCA 770N B LIDS SHALL READ 'TRAFFIC SIGNAL" KNOCKOUT FOR 4"(100mm) MUL77DUCT OR MUL77- CONDO T SYSTEM (NOT REQUIRED FOR NO..5 PULLBOX) J"(75mm) MIN CONDUITS SHALL BE SEC77ON B -B CAPPED IN PULL BOXES R=4 MIN. VA, IES j R=4'(1.2m) MIN (1.2m) SWEEP TO PULLBOX NO TE- TO BE USED ONL Y WHEN CONDUIT IS ALLOWED TO BE PLACED AT GUT7FR LIP LINE. IN ALL OTHER CASES, CONDUIT IS TO BE LOCATED UNDER SIDEWALK AREA. T-34.DWG pie 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. a: W CID M� M v r� sk w H D. 3 W 91. /,71 3S �1�1 dr z o .,� M 0Mi ul ra o W z E L fl - 04 M (D ONS U) u. Z � Q W Co N _o W N M 06 Z 29 Z �n N WN c� W r. N o 00 0 0 N r CL C7 MODEM INTERCONNECTMMINAL BLOCK TB -1 INPUT PANEL 14 N, WIRE COR ASSIGNMENTS PIN FUNC77ON WIRE COLOR 0-1 WIRE COLOR MODEM HARNESS INTERCONNECT CABLE A AUDIO IN WHITE TBt-J WHITE B AUDIO IN BLACK 7B1-4 BLACK C AUDIO OUT RED 781-5 BLACK E AUDIO OUT GREEN 181-6 GREEN 78-1 ui TB -1 78-1 T8-2 78-J (Comm In) 7B-4 (Comm In) TB -5 (Comm Out) 78-6 (Comm Out) 1N7FR5EC7I6N LOCA77ON A TOP VIEW INTERCONNECT DETAIL NTS ?5mm) 2"(50mm) CONDUIT 2"(50mm) CONDUIT J"(75mm) KNOCKOUT 2j CLEAN CRUSHED - ROCK SUMP, SEE o S7D PLAN ES -8 SEC770N A -A FOR ADD177ONAL C'4 DETAILS NO.5 PULLBOX WITH EX7ENSION (N0.6 PULLBOX WITH EX7ENSION SIMILAR) MUL77- UCTNIS TRAFFIC SIGNAL INTERCONNECT SHALL BE INSTALLED ALONG ALL ARTERIAL & COLLECTORS7REETS OR AS DIRECTED AS PART OF 171E STANDARD STREET IMPROVEMENT. OMISSION OF INTERCONNECT CONDUIT ALONG AR7FRIAL OR COLLECTOR STREETS MAYBE ALLO90 WHERE ACCEPTABLE ALTERNA7F MEANS OF COMMUNICATION IS PROVIDED FOR IN THE CITY TRAFFIC COMMUNICA77ON MASTER PLAN. MUL77-DUCT CONDUIT IS REQUIRED ON ALL SIGNAL COMMUNICA7701V BACKBONE ROU7FS SHOWN ON THE CITY TRAFFIC COMMUNICA77ON MAS7FR 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 IN7FRVAL. PULL BOXES SHALL BE NO. 5 WT EXTEENSIONS AND KNOCKOUTS CONDUIT SHALL BE BROUGHT INTO PULL BOXES PARALLEL TO 771E EXIS77NG SURFACE (HORIZONTAL). THE TOTAL ANGULAR BEND OF CONDUIT BETWEEN PULL BOXES SHALL NOT EXCEED 180 APPROVED DEGREES. A PULL ROPE CONFORMING TO SEC77ON 86-205C WSTALLA770N" OF THE STANDARD SPECIRCARON SHALL BE INCLUDED IN ALL INTERCONNECT CONDUIT FOR INS TALLA77ON OF FUTURE CONDUCTORS CITY , 78-1 7B-2 78-J (Comm In) TB -4 (Comm In) TB -5 (Comm Out) T9-6 (Comm Out) IN7ERSEC77ON LOCA 770N B LIDS SHALL READ 'TRAFFIC SIGNAL" KNOCKOUT FOR 4"(100mm) MUL77DUCT OR MUL77- CONDO T SYSTEM (NOT REQUIRED FOR NO..5 PULLBOX) J"(75mm) MIN CONDUITS SHALL BE SEC77ON B -B CAPPED IN PULL BOXES R=4 MIN. VA, IES j R=4'(1.2m) MIN (1.2m) SWEEP TO PULLBOX NO TE- TO BE USED ONL Y WHEN CONDUIT IS ALLOWED TO BE PLACED AT GUT7FR LIP LINE. IN ALL OTHER CASES, CONDUIT IS TO BE LOCATED UNDER SIDEWALK AREA. T-34.DWG pie 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. a: W CID M� M v r� sk w H D. 3 W 91. /,71 3S �1�1 dr z o .,� M 0Mi ul ra o W z E L fl - 04 M (D ONS U) u. Z � Q W Co N _o W N M 06 Z 29 Z �n N WN c� W r. N o 00 0 0 N r CL yNEER 4c b� ui � 3 U moo- .r <v I93b Z r) � cy) � N z� w2 a > a O� w J CL W �U w w H U) z N, a r J, D Lu 0 ui W U. m h -Z w C w = CL J 1 �w cn Q U > OWC o 11. a 01 a yNEER 4c b� ui � 3 U moo- .r <v I93b Z r) � cy) � N z� w2 a > a O� w J CL W �U w w H U) z a D Lu DATE 7/29/2015 PA JOB No. 12-2642T SHEET 11 2 OF 6 SHEETS CONSTRUCTION NnTFS ❑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 ❑5 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. ❑7 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. 9❑ CONSTRUCT 6" THICK COMMERCIAL DRIVE APPROACH PER C.O.B. STD. DWG. ST -2. 10 1 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. m z W OD Ld ^O N+a ix to FL FLOWLINE STATION GRADING .�} INSTALL DECORATIVE LED STREET LIGHT SIMILAR C.O.B. STD. DWG. ST -14 HINGE DELTA AS APPROVED BY CITY ENGINEER. M b 47.12' EXISTING STREET LIGHT 30.00'500.00' TLu -II- INSTALL TRAFFIC SIGN PER CITY STANDARDS. 21'31'17" 285.07'534.00' + INSTALL STREET NAME SIGN PER CITY STANDARDS. 576.20' 21'31'17' U* CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -13. 550.66' 0 EXISTING SURVEY MONUMENT - PROTECT IN PLACE. o�zoal'a"i`_`ioz> 2. rob EXISTING UTILITY POLE a a. o- 05 � z�� W()¢- OO SEWER MANHOLE N Cfl © SEWER CLEANOUT U-mwt-W WOWLL. Q N W :3 1i 0 2 8 00 OR 5 STORM DRAIN MANHOLE OR JUNCTION BOX 6' WIDE -- RIGHT-OF-WAY ❑zc�mWz aW J0co - — — — SEWER t 1 _ = STORM DRAIN oqq�aZ Qa0,wcj0>m =i��ioa`�u�,��Z — -SD- — EXISTING STORM DRAIN — -S- — EXISTING SEWER EXISTING EDGE OF PAVEMENT ® EXISTING OIL WELL w 11 Wnz mN RELOCATE ALL UTILITY POLES -COORDINATE WITH UTILITY OWNER. ^'J -- ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, +a W W WW ETC. TO FINISHED GRADE PER CITY STANDARDS. \ 0 + WATER as it -------------� STREAM ENERGY, INC. _ - (ACTIVE) CL0- --- --1 — -- Z z tim / mW Q co01`0 75' RIGHT-OF-WAY SETBACK / - _ _ L + 0 f M + to y 0 i PARCEL 1 o _j PM 11838--3 00 ST f`T r N STRUCTURAL SECTIONS `-- COMPACT UNDER CURB, GUTTER AND SIDEWALK 90' RIGHT-OF-WAY (1YP•) 6" MIN. TO 909 BOLTHOUSE DRIVE MAX. DENSITY. 110 00W O� MO +� M r PARCEL 2 d-cNDH C CURVE TABLE Z_ 4 0 / - C3 3 RADIUS LENGTH DELTA TANGENT30.00' M b 47.12' 90'00'00" 30.00'500.00' TLu Z1-W05LLa= wo-f5j0001­ 0UN�W 563.43' 21'31'17" 285.07'534.00' ZZ��U(Y�Of <W0 -g;-; O 576.20' 21'31'17' 291.54'466.00' _` Z M z o� M z z U_ 550.66' 21'31'17" 278.61' d-cNDH C LO Z_ 4 0 / - C3 3 . w F= +� m M �ai�wmo`LmX0 h ;--_- --- 3==0j0_ w � �wg b H __-- ��---- TLu Z1-W05LLa= wo-f5j0001­ 0UN�W ? W� m � C PM 11838-3 NOTE: NO CITY INSPECTIONS WILL BE GIVEN FOR WORK IN o m GRADING HINGE THIS AREA UNTIL AN IMPROVEMENT AGREEMENT ORA SIDEWALK & PUE EASEMENT STREET PERMIT WITH APPROPRIATE SECURITY AND — — -- -- — ��-- _____ - -- — - PER PM 11838-3 - - - - r- -- -INSURANCE HAS BEEN OBTAINED_ -- — — - -- - ____�1345�- GRADING HINGE q ° 4 �a ' ,- — - .•n -o ,- PARCEL 1 \ i ° V) = v PM 12135 4 \ \\ C1 0 I i PARCEL 2 LUz p1 r= PHASE 1 6' �� -� PM 12135 Z g N m PHASE 2 =1mo 3 TYP. \\ 51 p5'i i o a M a ❑ p �� - Iq OIC M�- C:)+ 4+ � u 3+86.43 4Z m -- 3 TYP. M 1 C1 33 SIDEWALK & PUE EASEMENT PER PM 11838-3 11 11 11 1 1 PARCEL 2 BENCHMARK PM 12135 COURT PHASE 1 SEE SHEET 4 U LO Z_ 4 0 / - C3 3 CO LLJ LOU u)ca Wm waF.o M �ai�wmo`LmX0 h ;--_- --- 3==0j0_ z2>w 6 �n C4 vJ t6 �w�Uj Fr ozw7ZQ __-- ��---- o`n Z1-W05LLa= wo-f5j0001­ 0UN�W Cw U C1 m � ZZ��U(Y�Of <W0 -g;-; O Z ° C4 't=r II ate. ww>-�0pV XW6 GRADING HINGE q ° 4 �a ' ,- — - .•n -o ,- PARCEL 1 \ i ° V) = v PM 12135 4 \ \\ C1 0 I i PARCEL 2 LUz p1 r= PHASE 1 6' �� -� PM 12135 Z g N m PHASE 2 =1mo 3 TYP. \\ 51 p5'i i o a M a ❑ p �� - Iq OIC M�- C:)+ 4+ � u 3+86.43 4Z m -- 3 TYP. M 1 C1 33 SIDEWALK & PUE EASEMENT PER PM 11838-3 11 11 11 1 1 PARCEL 2 BENCHMARK PM 12135 COURT PHASE 1 SEE SHEET 4 U (Y IIJ W LL. LL. LL. O W0� caaWm REMOVE EXISTING CO LLJ LOU u)ca Wm waF.o z t0 �ai�wmo`LmX0 0) to z2>w 6 �n C4 vJ t6 �w�Uj Fr ozw7ZQ W Zcj ��---- o`n Z1-W05LLa= wo-f5j0001­ 0UN�W Cw U w m � ZZ��U(Y�Of <W0 -g;-; O 2zOpmQzO U) ate. ww>-�0pV XW6 _` Z M z o� M z z U_ Q m N -o3-a�moz1m 06 W q) cM o�zoal'a"i`_`ioz> z N G? Q aO x 6j500ir 0 h/ h Z N a a. o- 05 � z�� W()¢- �.L. w W viOo wao"- N Cfl W Zm�azZz LL, wry O O U-mwt-W WOWLL. Q N W :3 1i 0 2 8 o r 0, o m w Z La LUT 4�OWc8oa9=1 - - - - - - - _- - = o fel ❑zc�mWz aW J0co - N ci<0S>G1 agWO�wLLJ U. o aOwW!: W<� t 1 > m= �M L oqq�aZ Qa0,wcj0>m =i��ioa`�u�,��Z EM7NG�EN�E- -49+11.99 f f oaf-U0a!Y E2 ------------ 5_L31�s_�_ -TSI -� , kg1 $$ • 36 %Ji rn r o �-- K)It ,�)� ,) o I I DRAINAGE BASIN I i o x = - I I I II I KO*) -it _vw PARCEL 1 m "a")-j�� � PM 12135 + + LA a�', �PHASE 2 cnz +� Q ,*U- m Wo C1 \V m 1110C y,.— 4�\ 4 \ o: Cot RECORD DRAWING "`° o PHASES 1 & 2 \ 90' 34 . w (of-. Fail SSE ! ONLY to �. 00 + FUTURE IMPROVEMENTS w 34' C�� � o BY SEPARATE SEPARATE PLANS g LID o FNM E� M BOL oo CL ySI0 SN oATE " " BY, FRED W. PORTER, RCE 33448 EXP. HORIZONTAL: 1"=50' CONSTRUCT MIN. 0.35 TYPE A A.C. PAVING OVER 00_ MIN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1,25' NAT. GRD. VERTICAL: 1°=2' N z COMPACTED TO 95% MAX. DENSITY Mm TI=7.0 R=47 47.12' 47.12' --I w N g CURVE cr o NON CURVE �I� If w mm ow (n ir r� z t- ►- c0 1- o 000 cr 0 w O 11 c� I -' W W M 0Q1 110) 13- w _ m W dNO ^ W .O� m C6 w 1�` 000 m r`Ill O) w m m - O p et c-4 * (Do -- to 00000 WM M �'� MM �a)M �Q WWw +� 00+ 0* O'�dwm O; ; . . . . . . . . . . . . . cp . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . `t Iw m:>D r7 ¢ +1- Oi M +� d _ _ M 1'h �t �- '. . . . . . . `F� C;),* O 350:.;> ..... _ -• M - '� : : ; ; EX/STINCGROUND PROFILE AT CENTERLINE -- J ; :...;...;...;...;...;...;...;.. w ........ ........................ J� CL :...m ...... .... :...:...:...:...:...:...:...:... �Za ; ; ; ; _ :...:...:...:...:...;...;... ;... ..............W ........:350 :...:...;...;...:..az................................. 348. m. ....... _ . +0.24 ° . . . . .. . . . .. . . . . . .. . . .. ... . . ... ... : : : : : : +0.24% . : : : : : : ; --0,25q; _ . .. . (-0.25%) +0.24% ; ; ; ; ; ; ; ; ; ; ; DE3/GN fZOtyllNE'PROfILE' ; ; ; ; . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .VERIFY ♦EXISTING LOGA•TION • AN -D• ELEVATION- IN. • FIELD; :34$ +0.24% : VERIFY EXISTING L'OCATIQN AND ELEVATION 'IN FIELD, -0,51, .+ p,51� ; : PRI TO Y ST PRIOR 'TO P ASE . . . !HERE • I .H 2 • CONSIRU•CTION �ANb - NOTIFY � � - . . . . .......................... CONSTRUCTION- AND NOTIFY ENGINEER IF' . . . . . . . ... ARE ANY DISCREPANCIES. ; 346: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : : : : : : : : : . : : : :ENGINEER IF THERE ARE; ANY DISCREPANCIES. ; ; ............... 5+00 36+00 37+00 38+00 39+00 40+00 41+00 42+00 43+ 0044+ 00 45+ 00 46+ 00 47+ 00 ....................................... . .346 47.12' 47.12' NORTH FLOWLINE PROFILE 48+00 49+00 50+00 m m g CURVE it 0 a: o N CURVE w "t 47.12' 47.12' U1 -O 000 000 00 110M IIW �� m z � w m w ^ m h NOTE: STREET ROUGH GRADING (CUT) SHALL Mz �f2 110 r• 110.00 d- � d- X 04 a O W co MU t0 0 d' 0 It �- 00 00 ro 0,9 `� OCCUR WITH PHASE 1. r'-' W W 00 W M M M m M 0 00 M � CO� M a) tm 00 W 00 mop W op � > to +O O w :2:2 O� 't Oto It � e} d. 00 001^ rn ND; to �0 _+Q W>� MSM +con M V) �M +� (W CO • M ; ; co ; ; M ; ; ; . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . •da WMA. . . . . . . . . . . . . . . . . . . . . . d00 to + d+ M---'-�� -" +w V) M 0) _0 M / / _ o 350 : . . . : . . - _ r EX/STING GROUND PROF/LE AT CENTERLINE ; : : : : ; •d. ; • ; ; ; -- . . . . . . . . . . . . . . . . . . . . . tr . . . . . . . . . . . . . . r . . _ _ co e- N . . . . . . . . . _ - _' t� - - - - _ - -� / ; LL : ; 0�a ; ;...;...;...;...;..................�:�..:,...:...:.�z. :...:. :350 348: : ; ww ; _: " ;...;...;..... m +C�.25% . ; ; ; : : : .: : +0.25%519' r70#1INE' PROf7L£ ; —0:25%; ;;.:;;..;..;....::::::: (--0.2590) +0.25% ; ; ; ; .. ; 4$ ASSIGN 8.0XIMEPROfI�E. ; , VERIFY -EXISTING LOCATION, AND. ELEVATIdN IN_ FIELD, ' EXISTING LOCA -TION • AN -D. ELEVATION. IN FIELD; 3 0,5190 - ; PRI TO Y ST ; +0.51% : PRIOR TO PHASE 2 CONSTRUCTION AND NOTIFY . . THERE A N .................................... 11CTI0N;AND NOTIFY' ENGINEER IF' 346 : . . . . . . : : : : : : : : : : : : ; ; ; ENGINEER 1F THERE ARE ANY DISCREPANCIES. ; ; ; ; ; . RE ANY SCIREPANCIES. 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+D0 • � • • • . . - • • • • • • • • .346 SOUTH FLOWLINE PROFILE 48+00 49+00 50+00 '} (Y IIJ REMOVE EXISTING C,0 6 _ O a TEMPORARY TURNAROUND _ d ��---- S> __�`- - - - 9 - w SD — — — — --D7 - ------- + 50 S II II \ d 49+30.84 \NEER * I ED 00 25'- 8 - - - - - - - _- 46_1e`_- N 2 --- — o- — — --------- _ -- n EM7NG�EN�E- -49+11.99 N w CID w I— —••--------- -- J o � CITY OF BAKERSFIELD \ 0 + WATER WELL SITE it -------------� CID I Z I) I I UjZ I I I I EXISTING I I l W V) -� , kg1 $$ • 36 %Ji rn r o �-- K)It ,�)� ,) o I I DRAINAGE BASIN I i o x = - I I I II I KO*) -it _vw PARCEL 1 m "a")-j�� � PM 12135 + + LA a�', �PHASE 2 cnz +� Q ,*U- m Wo C1 \V m 1110C y,.— 4�\ 4 \ o: Cot RECORD DRAWING "`° o PHASES 1 & 2 \ 90' 34 . w (of-. Fail SSE ! ONLY to �. 00 + FUTURE IMPROVEMENTS w 34' C�� � o BY SEPARATE SEPARATE PLANS g LID o FNM E� M BOL oo CL ySI0 SN oATE " " BY, FRED W. PORTER, RCE 33448 EXP. HORIZONTAL: 1"=50' CONSTRUCT MIN. 0.35 TYPE A A.C. PAVING OVER 00_ MIN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1,25' NAT. GRD. VERTICAL: 1°=2' N z COMPACTED TO 95% MAX. DENSITY Mm TI=7.0 R=47 47.12' 47.12' --I w N g CURVE cr o NON CURVE �I� If w mm ow (n ir r� z t- ►- c0 1- o 000 cr 0 w O 11 c� I -' W W M 0Q1 110) 13- w _ m W dNO ^ W .O� m C6 w 1�` 000 m r`Ill O) w m m - O p et c-4 * (Do -- to 00000 WM M �'� MM �a)M �Q WWw +� 00+ 0* O'�dwm O; ; . . . . . . . . . . . . . cp . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . `t Iw m:>D r7 ¢ +1- Oi M +� d _ _ M 1'h �t �- '. . . . . . . `F� C;),* O 350:.;> ..... _ -• M - '� : : ; ; EX/STINCGROUND PROFILE AT CENTERLINE -- J ; :...;...;...;...;...;...;...;.. w ........ ........................ J� CL :...m ...... .... :...:...:...:...:...:...:...:... �Za ; ; ; ; _ :...:...:...:...:...;...;... ;... ..............W ........:350 :...:...;...;...:..az................................. 348. m. ....... _ . +0.24 ° . . . . .. . . . .. . . . . . .. . . .. ... . . ... ... : : : : : : +0.24% . : : : : : : ; --0,25q; _ . .. . (-0.25%) +0.24% ; ; ; ; ; ; ; ; ; ; ; DE3/GN fZOtyllNE'PROfILE' ; ; ; ; . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .VERIFY ♦EXISTING LOGA•TION • AN -D• ELEVATION- IN. • FIELD; :34$ +0.24% : VERIFY EXISTING L'OCATIQN AND ELEVATION 'IN FIELD, -0,51, .+ p,51� ; : PRI TO Y ST PRIOR 'TO P ASE . . . !HERE • I .H 2 • CONSIRU•CTION �ANb - NOTIFY � � - . . . . .......................... CONSTRUCTION- AND NOTIFY ENGINEER IF' . . . . . . . ... ARE ANY DISCREPANCIES. ; 346: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : : : : : : : : : . : : : :ENGINEER IF THERE ARE; ANY DISCREPANCIES. ; ; ............... 5+00 36+00 37+00 38+00 39+00 40+00 41+00 42+00 43+ 0044+ 00 45+ 00 46+ 00 47+ 00 ....................................... . .346 47.12' 47.12' NORTH FLOWLINE PROFILE 48+00 49+00 50+00 m m g CURVE it 0 a: o N CURVE w "t 47.12' 47.12' U1 -O 000 000 00 110M IIW �� m z � w m w ^ m h NOTE: STREET ROUGH GRADING (CUT) SHALL Mz �f2 110 r• 110.00 d- � d- X 04 a O W co MU t0 0 d' 0 It �- 00 00 ro 0,9 `� OCCUR WITH PHASE 1. r'-' W W 00 W M M M m M 0 00 M � CO� M a) tm 00 W 00 mop W op � > to +O O w :2:2 O� 't Oto It � e} d. 00 001^ rn ND; to �0 _+Q W>� MSM +con M V) �M +� (W CO • M ; ; co ; ; M ; ; ; . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . •da WMA. . . . . . . . . . . . . . . . . . . . . . d00 to + d+ M---'-�� -" +w V) M 0) _0 M / / _ o 350 : . . . : . . - _ r EX/STING GROUND PROF/LE AT CENTERLINE ; : : : : ; •d. ; • ; ; ; -- . . . . . . . . . . . . . . . . . . . . . tr . . . . . . . . . . . . . . r . . _ _ co e- N . . . . . . . . . _ - _' t� - - - - _ - -� / ; LL : ; 0�a ; ;...;...;...;...;..................�:�..:,...:...:.�z. :...:. :350 348: : ; ww ; _: " ;...;...;..... m +C�.25% . ; ; ; : : : .: : +0.25%519' r70#1INE' PROf7L£ ; —0:25%; ;;.:;;..;..;....::::::: (--0.2590) +0.25% ; ; ; ; .. ; 4$ ASSIGN 8.0XIMEPROfI�E. ; , VERIFY -EXISTING LOCATION, AND. ELEVATIdN IN_ FIELD, ' EXISTING LOCA -TION • AN -D. ELEVATION. IN FIELD; 3 0,5190 - ; PRI TO Y ST ; +0.51% : PRIOR TO PHASE 2 CONSTRUCTION AND NOTIFY . . THERE A N .................................... 11CTI0N;AND NOTIFY' ENGINEER IF' 346 : . . . . . . : : : : : : : : : : : : ; ; ; ENGINEER 1F THERE ARE ANY DISCREPANCIES. ; ; ; ; ; . RE ANY SCIREPANCIES. 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+D0 • � • • • . . - • • • • • • • • .346 SOUTH FLOWLINE PROFILE 48+00 49+00 50+00 '} (Y IIJ N W C,0 It O a W W �_ _ S> W w w w0 C) W LL a d a \NEER * b N. 00 fI z N 0 N It rD N H fI z N 0 N W °c n DATE 7/29/2015 PA JOB No. 12-2642T E SHEET 0 N U N OF 6 SHEETS CONSTRUCTION NOTES M1 CONSTRUCT 6" CURB & GUTTER PER C.Q.B. STD. DWG. ST -1. 2Q CONSTRUCT 6' WIDE SIDEWALK PER STD. DWG. ST -3. M3 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 ❑5 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. 7M 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. Ffl 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. RECORD DRAWING FCA f;V4A5E. I OML-/ HY= FRED W. PORTER RCE 33448 EXP. 0 CURVE RADIUS {{7-. w z oo w Ln j 0 �' N O 30.00' C2 O OI- + OD � ± o +0+ 0(y) Lr)w -ff- J U- O m 1534.00' + ti LL. C5 '"l I 1�WIDE S/W EASEMENT DATE ,- o W(0 0 w� W N zo Wo az EL C9 U Z ii 0 V)Q� wa II mU 0 CV M + � 04 U- FL FLOWLINE STATION pc) CURVE RADIUS {{7-. INSTALL DECORATIVE LED STREET LIGHT SIMILAR C.O.B. STD. DWG. ST -14 ow om 47.12' AS APPROVED BY CITY ENGINEER. 30.00' C2 1466.00' 332.66' EXISTING STREET LIGHT 167.05' Lr)w -ff- INSTALL TRAFFIC SIGN PER CITY STANDARDS. 00 �O 1534.00' + INSTALL STREET NAME SIGN PER CITY STANDARDS. 174.86 C5 o 00 2620'57' 8.19' �N V� •O CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -13. _ 0 EXISTING SURVEY MONUMENT - PROTECT IN PLACE. 0000 26'20'59' 8.19' � EXISTING UTILITY POLE 175.53' 23927'10' + Os SEWER MANHOLE J G' Ld - J 39.36' 0 SEWER CLEANOUT 75.26' 08'37'25' z 0 OR © STORM DRAIN MANHOLE OR JUNCTION BOX 38.15' J 21.53' -- RIGHT-OF-WAY 15.32' 01'50'10" 7.66' - - - SEWER PARCEL 1 - _ = STORM DRAIN i=T�=o�wzD 0 PM 12135 J - -SD- - EXISTING STORM DRAIN ►- ►- oai--c a w < m - -S- - EXISTING SEWER " � �' i BOL TH0(1SE PARCEL 1 EXISTING EDGE OF PAVEMENT -PHASE M r sEE ® EXISTING OIL WELL + 3 RELOCATE ALL UTILITY POLES - COORDINATE WITH UTILITY OWNER. PHASE 1 ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, 10 --T GRADING HINGE ETC. TO FINISHED GRADE PER CITY STANDARDS. 0w 2* 1 / C9 'N '' =`''=-•- PARCEL 4 z 0 E - 10+$7 K) m Z m W oq °Z �� co c�(WL - CS !\ \ Lq z z + 00 J 0 0) p W W m mL U + 34 11' nw co V) u') re) w� 4 0 v' L0 \ z O �a- + \ IO 3 3 % W VTPM 11838 _Z Q PM 12135 / a- o- a- (FUTURE PHASES) 0 PHASE 1 v w 112 O z 3::W x o- w N c1 w M N tN+ .- +(DGN7 O � m ` 3 ;n rz GRADE BREAK--\ I Ill r GRADING ST HINGE RW 30' 10' 8' 22' MIN.a ti1AX' 2' TYP. N0WH zww �or,� VD O a. c*4� v h� w L0 3 GRADE LINE - ST CL 30' - 22' 8' 2' TYP. _LA 1.5=%. SEE PLAN VIEW FOR STRUCTURAL SECTIONS 60' RIGHT-OF-WAY A TYPICAL STREET SEU0N �, NOT TO SCALE A �m ! C1 4 v .. !, „-A 5�}g0 o o 56 ma.-_ 55k82.39 4 C1 ! �, y- _ - w ! C6 �1 N 00'57.10" E Q 52 b - _ 53- 10+00.00 50+68.00 0) -AMID -SECTION LINE 1 z P 42 RAD. 52+42.01 "d D C4c _ !, m W W --- ---- 51340 O- _ - -6'- \ !90 ��' ! v � W - r , 0 ! 34 W O CO 0: SIDEWALK & PUE EASEMENT �') Z , 34 -70- 7' 7 0_ 2 - 7' - 0 PER PM 11838-3 z ! ii' ` N _ d O - Y �y - - I z w PARCEL 1 w m o , !, �S� pR,vE' , ►�i + o l -( ( w M N W W PM 12135 m �1�IU �(3 + r- t i w 10' WIDE S/W EASEMENT PARCEL 1 z _ w i z °' --' w 8Q1.. S\'�EE' , ; 3 m PM 12135 � Q jQ _j >z PHASE 2 �N o S� v % 11�1" PHASE 3 ' ~o a m a=. jr a- M+ �' N cr 0 � C0 -' °' - Ntn V �? + 0-( w I m O �N +m CO+\ co M "t F M II oo M_ LOt� LO 3 C6 II d: 75' RIGHT-OF-WAY SETBACKIl .� to CO = 0_ h 00 0 p Ih M 0_ Z �� +L0 K) -i Wm PHASES 2 & 3 z' J + J 04-1 U- `n U- `ou- HORIZONTAL: 1"=50' WINDERMERE STREET VERTICAL: 1"=2' 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 ..............................................................................................100'V.C..........I.._.. 47.'12 ........... TOP OF RAIL=353.4±. ON CURVE. I N: CURVES `-• � II W to N U N GA OM (I 0 � `' 1-0 D: d- . cr d- Lr ON t-0 c0 (no .- z I'- i- co M • 7: 0 W 00 r- c0 0 00 0 O 0 O 0 00 I1 CO F•- 00 .' . !. �• 829' v7 J W W m r N ham.: M y .�to f'o m w : m �. LJ t0 Coco 0 � Z.3 to r ! tm0 t2 O� Mnw) Ned' d'd �d d' d eFm��t X. th } 0p M CV Mt7 M M M M MM + to 352: r :. .: +� �� !� to �a +w J n tl "'n a 0 �' 0 0• ..............cq ...... u, >> ... t �, . • : '0 �•, .:... :... u, . -JE2. LO ©...:352 cr J + -I- / / / J ` ` 1. cA 1* : IA.. 0_a : ANO : d X W co : : : t i Y w w 0- : oz �.-- M MN to + ^. 350 �°' :.. "- - -GRADE 2:1 MAX `n =_- fl- -------- -_ -- -� -- - --`� - _ u) --w -- N : �M� •. �.-..........�... .... ....... .-�,�.................. ....... ....... .... ... ..... .. _ Tr--:-.. - .... ...350 EXIST/NG GROUND PROFILE 1;229 a z L) AT CENTERLINE. ° w w U 0_ U m m a �>i �..IU ...................m ............. ...... ...... ... ..... ... ..... ...... z :0 :•- 00 : o . 0 : : : : : M DESIGN FLOWUNE PROfJLE 348 ..... a ..:� :o M� � .... II 0i m :...:...:...:..... 11 ............... ......: ' �• . ... .: :...: :...: .... .: ...... ...: .....: ......:348 J +N +MM+O }'0 c,+I� CV+O v 00 Uv w Q0 "� o 0 " Lo "� VERIFY EXISTING LOCATION AND �. .J (0 '-I �O'_i to '- U) r- _, co . t4' ul ELEVATION tN- FIELD; PRIOR -TO- PRASE •3 `'� __-...;;,__: _ . . . . . . . . . . I? W M tL 0_0_ M lL_ M NlL �u- M CONSTRUCTION AND NOTIFY ENGINEER IF-0-�zq% +0.51% -0.51%' / +0.343 346 :...: �..: 50, 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=353.4±. ON• CURVE • 01� CURVE - TOP . ( . , If w cn u� v d- r• • r� II v cn to 00 or o - o: d' • cr �r 0: o�• 0o CO cn o z F- H > to O oV7 p) a0 I`c0 0 00 . 0.0 .0O 0 m t- co h 00 m J . Z z m r.. G 0 co c6 c6 m c6 . . . W n . . CP �. . . . . W co .. co c6. Z c6. .;0.7jg . _ .... W W ' rn d' M ,'�¢ N d• m d d d arm �i-st w W d. Z' +� -} M 00> M C3 + M 352 Z'WW0 :.. :...:... 00c ; +' a aa; ,� u u r_ :� _ .. .................... �, o ............... + ........ o .. - ....v w� + + . c� U-4- ...:352 Z `° to za N za - I- i . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .M N . . . . . . . . . . . . . . . LA . . . . . . . . . . . . ). . . . ..-: . . . . . . . . . . . . . . . r, . . . O . . W LL. LTJ - o -` - -- _ _ _ r W 350 VJuj UJ : 'rN : : : : -:-. -, - - GRADE 2:T MAX J aa_ --------- ---------�`'--- - T' --' `o -- - _ M ' . -• .. .. - .. -� .o Z- .............. �._ ,-.... -- 350 Li U v m EXISTING GROUND PROF/LE 1.219; W w :w 0 0 A r cENTE��INE �, m •W m .0_ LU ......a.. W .....................m ............. .............. ...... ...... ... ..... ... ..... ...... Li- (/) L� CL oo 00 0 0) 00 0 co o DESIGN 4ZOWUNE PROfILE 348:...:. :. It pq MLo 00 �o °° ... :.. ii 1•?? 0 .... :...: :...: :. :... :...: :.. . ,� �, .. old . .............. .. .348 + O + t7 M + N + O. N -I- 00 CV + O 0) 0o 0) II U O 00 O ►). O O N d. N Lo d N d- c7>� ry N. +� ry .�.� VERIFY EXISTING LOCATION :AND .J . J BOJ � . . . . . _, t�. �-.� . . . . . . . . .N_J LO . . . . . . . . . . . . . . . . .ELEVATION -IN FIELD, -P-RIO-R- TO PHASE- 3 • . . . . . . . . . . . : . U- M U- 0.. CL LL. M ti M In I.L. P7 U) LL. n CONSTRUCTION AND NOTIFY ENGINEER IF -p,Zgq +0.51q 0.5190 ' 1-0.34% 346:. : 50' 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 EAST FLOWLINE PROFILE ST GRADING RW HINGE ON TYPE "B" CURB & GUTTER W/ 5.5' WIDE SIDEWALK COMPACT UNDER CURB, GUTTER AND SIDEWALK (TYP.) 6" MIN. TO 90% MAX. DENSITY. U OLL �nw LL -.Uo wOu� J WWW2 wz�w mm=z waF-n Ww Jt -Ole - t -u zn Z a�zOp-zlrwzo xW=wzW>0°�'Q �0��0pJ�mv U,WX:2 Eu I_�Jz�w§Q W Ow=wv>U�LL z1-01,�"aomoF=_ Q>> z Z U o w 1xm0R9WgD 20 <za~QI=F'm_T•-K z'_m<XO-u0-�ozmw U f(�� u;.w�WWZNmZOIx 110 pc) CURVE RADIUS LENGTH DELTA TANGENT ow om 47.12' 90'00'00' 30.00' C2 1466.00' 332.66' 00 167.05' Lr)w 340.37' 13'00'05" 00 �O 1534.00' 348.09' Nm 174.86 C5 o 00 2620'57' 8.19' �N 42.00' 170.58' + •+ rn 84.80' C7 35.00' 0000 26'20'59' 8.19' C8 O 175.53' 23927'10' + C9 522.00' J G' Ld - J 39.36' C10 o 75.26' 08'37'25' z C11 33.00' 38.15' J 21.53' C12 478.00' 15.32' 01'50'10" 7.66' a N PARCEL 1 O i=T�=o�wzD 0 PM 12135 J UW ►- ►- oai--c a w < m 3 " � �' i BOL TH0(1SE PARCEL 1 -PHASE M r sEE D SHEET 3� VE PM 12135 + 3 ill PHASE 1 l rl 10 --T GRADING HINGE r 1 / C9 'N '' =`''=-•- PARCEL 4 00'50'57" 3 TYPI E - 10+$7 PM 12135 % 10+00.00 10+12.00 o- j-1 PHASE 1 W oq C1 - CS M N p V) r 0 v' PM 12135 PHASE 1 z r PARCEL 3 OD W _Z Q PM 12135 (j a- 0 PHASE 1 v w JM 3::W x o- m N 0_ 00 M N tN+ .- +(DGN7 O � MO N+ ;n Oi I Ill r M 0c)0 0 +0 o� 0� _j o a U OLL �nw LL -.Uo wOu� J WWW2 wz�w mm=z waF-n Ww Jt -Ole - t -u zn Z a�zOp-zlrwzo xW=wzW>0°�'Q �0��0pJ�mv U,WX:2 Eu I_�Jz�w§Q W Ow=wv>U�LL z1-01,�"aomoF=_ Q>> z Z U o w 1xm0R9WgD 20 <za~QI=F'm_T•-K z'_m<XO-u0-�ozmw U f(�� u;.w�WWZNmZOIx CURVE TABLE CURVE RADIUS LENGTH DELTA TANGENT C1 30.00' 47.12' 90'00'00' 30.00' C2 1466.00' 332.66' 13'00'05' 167.05' C3 1500.00' 340.37' 13'00'05" 170.92' C4 1534.00' 348.09' 13'00'05' 174.86 C5 35.00' 16.10' 2620'57' 8.19' C6 42.00' 170.58' 232'41'56" 84.80' C7 35.00' 16.10' 26'20'59' 8.19' C8 42.00' 175.53' 23927'10' 73.55 C9 522.00' 78.57' 08.37'25" 39.36' C10 500.00' 75.26' 08'37'25' 37.70' C11 33.00' 38.15' 6614'24' 21.53' C12 478.00' 15.32' 01'50'10" 7.66' U OLL �nw LL -.Uo wOu� J WWW2 wz�w mm=z waF-n Ww Jt -Ole - t -u zn Z a�zOp-zlrwzo xW=wzW>0°�'Q �0��0pJ�mv U,WX:2 Eu I_�Jz�w§Q W Ow=wv>U�LL z1-01,�"aomoF=_ Q>> z Z U o w 1xm0R9WgD 20 <za~QI=F'm_T•-K z'_m<XO-u0-�ozmw U f(�� u;.w�WWZNmZOIx PHASE 1 +M O + BENCHMARK COURT CONSTRUCT MIN. 0.30' TYPE "A" A.C. PAVING OVER HORIZONTAL: 1"=50' MIN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GRD. VERTICAL: 1"=2' COMPACTED TO 95% MAX. DENSITY 4712' TI=6.0 R=47 ON CURVE I II 0 0) Nit? X I' 0: co oc0 OwMOmM tow d'N0d' oc0 c;q -_ w o,00M MrnM p.►t),Cg00 M 00 .n tqt m nM + + + II tl 06 OmJ O .,+ O+ „ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . C)IL_tO . . . . . . . . . -+ o O Ma) .- 354 :... :...:...: :� :...:...:...:...:...:...:...: N z� :...: : 354 .. . . . . �XlSTIIVG •GROUND I'R0�lLE AT �'ENT�RL/NE . . 352:...: .......... �� :. ..:352 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .1. ` \ . . . . . . . . . . . . . . . . . . . . . . . . . 350....: ............ ........... .........................:t` - -. -.--350 DES/GN FLOfaK/NE PROF/LE .1 l . . . . . . . . . . .3. . . . . . . •3.90. .-0.31%. . . . . . : ................... : : : : 0.31-% 348. :...:...:...............:................ I ........ - - .............. 0.26% ..... 348 9+00 10+00 11+00 12+00 13+00 WEST FLOWLINE PROFILE 1 47.12' ON CURVE V U'd' 110 1100_ cONtAO_ * mN _z 0. 0; a -M Na.ai c-4 m d'NUmc6 w 06 0) O p0 n0 •QW) Nn CjMM04 M Irr) M 1 Ate() 0_ + ++r II II Q..................... o^ �ocx)+ F 354:w.........� ...........:� .............................. Zo ...... ..:354 v w w o \� to EXISTING. GROUND PROFILE AT CENTERLINE 352: ........ :...:...: ......... ....... .... ...352 . . . . . . . . . . . . . . . . . . . . . . .\. . . ..� . . . . . . . . . . . . . . . . . . . . . . . . . . . . 350.......... ..................... .............�............ /.......... -..350 OE-96WfZOWLINE PRORLE ! l � / . . . . . . . . . . . . . . . . . . . . . . . . . .-Q. 33 /. . . . . . . . . . . . o' ' 0.34q..- : �k 348* ..... ...:...:.......:...:........:.......:............. _ ._ ........... - ' 0.26%.:...:348 9+00 10+00 11+00 12+00 13+00 EAST FLOWLINE PROFILE 5.I•[d0S U z O c'7 py LY) ct5 c0 W z c6 > U Ute- CD 0 c+ ) U) Z .�mmN W W M Z a) co Z 07 N W M W N co o(D C) 0 N a- olL ww>_ .0Q2x:Wx aWztumo:w�-<no I Q �- LL 6�=QzWooam Q�_zogCgJ�Z>ww o¢ NOTE: NO CITY INSPECTIONS WILL BE GIVEN FOR WORK IN ZO= �w�a= a a v < w � c<0U1z o 0 z n THIS AREA UNTIL AN IMPROVEMENT AGREEMENT OR A Z o w w w o w o z a QEi0WF_w> m STREET PERMIT WITH APPROPRIATE SECURITY AND � Z O W r 0 W a INSURANCE HAS BEEN OBTAINED. �-- z w 5z u-Z-�.tm��d ZZmw, > U O uu)iWs1i5 WWQW Z� O w 0 0 a oww=DzaQoca z_0 W= a > � O l0 O g<03: j U wO6 W wwxwiQ� MW Z m WaaU-z?�n'na53 - O>:Wii.-aW0Wuj a N m00 < W O W z � p a m a: _j �a O i=T�=o�wzD UW ►- ►- oai--c a w < m " � �' i BOL TH0(1SE PARCEL 1 o M r sEE D SHEET 3� VE PM 12135 + 3 ill PHASE 1 l rl 10 --T GRADING HINGE r 3 TYPI PARCEL 2 r + r 1 PM 12135 PHASE 1 z r i OD W (j a- J OW m�r o N 0 ;n Oi I Ill r PHASE 1 +M O + BENCHMARK COURT CONSTRUCT MIN. 0.30' TYPE "A" A.C. PAVING OVER HORIZONTAL: 1"=50' MIN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GRD. VERTICAL: 1"=2' COMPACTED TO 95% MAX. DENSITY 4712' TI=6.0 R=47 ON CURVE I II 0 0) Nit? X I' 0: co oc0 OwMOmM tow d'N0d' oc0 c;q -_ w o,00M MrnM p.►t),Cg00 M 00 .n tqt m nM + + + II tl 06 OmJ O .,+ O+ „ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . C)IL_tO . . . . . . . . . -+ o O Ma) .- 354 :... :...:...: :� :...:...:...:...:...:...:...: N z� :...: : 354 .. . . . . �XlSTIIVG •GROUND I'R0�lLE AT �'ENT�RL/NE . . 352:...: .......... �� :. ..:352 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .1. ` \ . . . . . . . . . . . . . . . . . . . . . . . . . 350....: ............ ........... .........................:t` - -. -.--350 DES/GN FLOfaK/NE PROF/LE .1 l . . . . . . . . . . .3. . . . . . . •3.90. .-0.31%. . . . . . : ................... : : : : 0.31-% 348. :...:...:...............:................ I ........ - - .............. 0.26% ..... 348 9+00 10+00 11+00 12+00 13+00 WEST FLOWLINE PROFILE 1 47.12' ON CURVE V U'd' 110 1100_ cONtAO_ * mN _z 0. 0; a -M Na.ai c-4 m d'NUmc6 w 06 0) O p0 n0 •QW) Nn CjMM04 M Irr) M 1 Ate() 0_ + ++r II II Q..................... o^ �ocx)+ F 354:w.........� ...........:� .............................. Zo ...... ..:354 v w w o \� to EXISTING. GROUND PROFILE AT CENTERLINE 352: ........ :...:...: ......... ....... .... ...352 . . . . . . . . . . . . . . . . . . . . . . .\. . . ..� . . . . . . . . . . . . . . . . . . . . . . . . . . . . 350.......... ..................... .............�............ /.......... -..350 OE-96WfZOWLINE PRORLE ! l � / . . . . . . . . . . . . . . . . . . . . . . . . . .-Q. 33 /. . . . . . . . . . . . o' ' 0.34q..- : �k 348* ..... ...:...:.......:...:........:.......:............. _ ._ ........... - ' 0.26%.:...:348 9+00 10+00 11+00 12+00 13+00 EAST FLOWLINE PROFILE 5.I•[d0S U z O c'7 py LY) ct5 c0 W z c6 > U Ute- CD 0 c+ ) U) Z .�mmN W W M Z a) co Z 07 N W M W N co o(D C) 0 N a- olL VJ cy) Z L006 •, N .�! cy) co •�' C\jrW^� ttW^^ VJVJ z W �.�.. G F- W - W-W�'`� W✓ Wp 0 V W W< W!5; U W CL Z W< W W LY_ � m z rn r Q a 0 U I I N ai N N I N cD N / L to z I Q 0 I- N W Lu Z C = j w w m w W LL W a LL 0 0- VJ cy) Z L006 •, N .�! cy) co •�' C\jrW^� ttW^^ VJVJ z W �.�.. G F- W - W-W�'`� W✓ Wp 0 V W W< W!5; U W CL Z W< W W LY_ � m z rn r Q a 0 U I I N ai N N I N cD N / L to N DATE 7/29/2015 i PA JOB No. 12-2642T SHEET 0 a E / N d' N OF 6 SHEETS z LWL'ou N DATE 7/29/2015 i PA JOB No. 12-2642T SHEET 0 a E / N d' N OF 6 SHEETS ROADSIDE SIGN & PAVEMENT DELINEATION NOTES 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. SIGN LEGEND EXISTING SIGN TO REMAIN. INSTALL NEW 1 POST SIGN. INSTALL NEW SIGN ON STREET LIGHT STANDARD. —II- SIGN LOCATION SIGN CODES PAVEMENT INSTALL DELINEATION LEGEND TRAFFIC STRIPE PER CALTRANS STANDARD PLAN NOS. A20A, A20B, OM4-3 — AND A20D. NUMBER IN CDINDICATES DETAIL NO. ON STANDARD PLAN, C[W INSTALL 12" WHITE CROSSWALK LINE AS SHOWN. LI INSTALL 12" WHITE LIMIT LINE AS SHOWN. DY INSTALL 12" YELLOW DIAGONALS AS SHOWN (50' MAX O.C.) ,,C INSTALL TYPE IV(L) WHITE ARROW CENTERED IN LANE AS SHOWN. W14-1 — INSTALL "BIKE LANE" LEGEND AND ARROW AS SHOWN. STOP INSTALL WHITE "STOP" LEGEND AS SHOWN STOP AHEAD INSTALL WHITE "STOP AHEAD" LEGEND AS SHOWN 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. —II- SIGN LOCATION SIGN CODES OM1 -3 — YELLOW DIAMOND OBJECT MARKER OM4-3 — RED DIAMOND OBJECT MARKER SNS—METRO — METRO STREET NAME SIGN R1-1 - STOP SIGN R4-7 — KEEP RIGHT R4 -7A — KEEP RIGHT WITH ARROW R26(CA) - NO PARKING ANYTIME W3-1 — STOP AHEAD W14-1 — DEAD END SIGN W31 (CA) — END NOTE: SIGN CODES ARE FEDERAL CODES UNLESS OTHERWISE INDICATED BY (CA). (CA) INDICATES CALIFORNIA CODES. FL 30' R W WINDERMERE 11'19' STREET 6' 14' 10' LANDSCAPING SIDEWALK LANDSCAPING — 2' G3 GB 2' 10' 2° 6" ^-y / BERM 2% 10' SIDEWALK & PUE EASEMENT DRILL SITE FUTURE SCREEN WALL OR SCREEN FENCE DRILL SITE 6'-8- 2' '-8'2' GB I x a 10' GB U Cavo wow Lu wJ wwww WwzWm w,mwwwLu o ,:1F—o o iw••o��voJ�wv wI--'wvw roz-ww=WwmuQF iZozaw ��a�C zvow O w cn w Oz°c) -0.=- z -0.Z- ¢&o -:-3:0 W U6gK00%6�m3 toa wa->oVsuwj�J c LL�wwxWJI--wo Zmo oo§a�wz awzogwwoo> zowoT6ta8Z ZpwTT"8z< oaZa►=-vowv>>" cr U=86lx- QwdZow LLz {t�11 a. ZZU a R s> 13,W)Q U 6 o w w w= z Q W W a w -ow°taaT t9wWx�Z¢QOC a z- wo6WWxWom a- 6u> °av=i �coco �ZZlrw Q w0 w w V- o j m CL = w D z= o w z D r ma.--oowam NOTE: BREAK 32 AT PARCEL 2 ITYPE 3 NSTALL INTERSECTION PM 11838-3 W/ (2) OM4R13ADE AND W31 CA (REMOVE W/ PH 2) R26 CA SN -$-METRO R26 CA R26 CA Li R26CA _ _._-------.--- --- --- ® ----._ ® —-----------------------..---_. — _------------ —_ ---- Li 51345 -O- 51319 W3-1 y y y y _..- PARCEL 1 R26 CA y y y y � 4 PM 11838-3 ® _ \43+30.30C32 49+30.84 lot343 r� R26 CA y i = !�I 32 .p-51344 LL 6' — -------------------_ —--------------- \ \\\\ SNS -METRO R1-1 ® / 9 j �- ' — — — -' -- R26 CA — R26(CA)R26{CA) \ ®f R26 CA ® SNS METRO �- 38 y y y = v ® PARCEL 1 ® R® PARCEL 2 CITY OF BAKERSFIELD PM 12135 PM 12135 WATER WELL SITE �------��------ I ,� BENCHMARK PARCEL 2 �'' PHASE 1 PHASE 1 i �- k 68� R26CA PM 12135 N COURT if-------------� I PHASE 2 22 �' I I DRAINAGE EXISTING I I I S� PSL 6PRR '� �N pE 3 OM°r s V1. I I �wNo2�3,�P �6 9,aaSIGNING AND STRIPING PLAN 1 I CW TYP. 3gk �P PARCEL 1 R26 CA PM 12135 -�� LA_ 35 \� / Q PHASE 2 BOLTHOUSE DRIVE 0 35Aln \_ HORIZONTAL: 1"=50' � Scop l/ ul ` ST ST ST GRADING �• ool \ RW CL RW HINGE 10' PUE & 45' 45' 15' O �1' PEDESTRIAN FL FL 10' PUE & ACCESS 11' 34' 34' 11' PEDESTRIAN ff EASEMENT ACCESS Y; Gj���` 6' 10' LSEASEMENT 2' 10' LS 6' 70 1 - PHASE 3 VTPM 11838 (FUTURE PHASES) WINDERMERE STREET STRUCTURAL SECTIONS 90' RIGHT-OF-WAY WINDERMERE STREET RECORD DRAWING f:bM 04ASE. 1 or -I LY `-- COMPACT UNDER CURB, GUTTER AND SIDEWALK (TYP.) 6" MIN. TO 90% MAX. DENSITY. BY= FRED W. PORTER, RCE 33448 EXP. GB FINISHED GROUND mu in (VARIES PER SIGNING AND STRIPING PLAN PLAN VIEW) HORIZONTAL: 1"=50' Tr -L Annn A nv nl II r% f- e% A n r\t-T A II szrl Z-:& DATE 0) N 0 V �. z M � to co W Z �o o N Q > U A Uco 0 0 w vJ (a LL v' Z A4 co m C'4 (Do 06 Z z C6 N Wm M ui F_. N cfl w a O 0 N of -NEER .k b/ 1 coo 4 M Q w 3 V w z 0 W c� a 6e h, IW- z \ w iW Z w w w WNw a v a of -NEER .k b/ 1 coo 4 M Q w 3 V w z 0 W w DATE 7/29/2015 PA JOB No. 12-2642T SHEET OF 6 SHEETS CONSTRUCTION NOTES Q1 CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. 2M 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 F5� 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.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 957. MAX DENSITY. ❑- CONSTRUCT 6" THICK COMMERCIAL DRIVE APPROACH PER C.O.B. STD. DWG. ST -2. Fl-ol 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 INSTALL DECORATIVE LED STREET LIGHT SIMILAR C.O.B. STD. DWG. ST -14 AS APPROVED BY CITY ENGINEER. a EXISTING STREET LIGHT INSTALL TRAFFIC SIGN PER CITY STANDARDS, + INSTALL STREET NAME SIGN PER CITY STANDARDS. +O CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -13. 0 EXISTING SURVEY MONUMENT - PROTECT IN PLACE. cob EXISTING UTILITY POLE CO SEWER MANHOLE © SEWER CLEANOUT O OR © 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. M FUTURE WINDERMERE o STREET EXTENSION —0 _ 4 NOTE: RAILROAD CROSSING DESIGN SHALL BE DETERMINED AT THE TIME OF WINDERMERE EXTENSION AND CPUC APPROVAL. Q Lo N 0 W 0 W C C Lo 06 O + 0 J tom_ U 0' 0- 0 00 M m + O J Li 00 w N o O o? +0) t O +n + L0 -i LL IIZ � J L0 O II mLr) V') O N O 't n + o) + N� Lo+ u NJ Lf)LL_ J LL --NOTE: THESE IMPROVEMENTS SHALL BE REMOVED WHEN WINDERMERE STREET IS EXTENDED. ----- �-_---- F�� M ::. ..':'....'................. 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