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Home My WebLink About1.1-6419 Ph 1 Record Drawing-, BEFORE EXCAVATING CALL USA ,,; �� " 1-800-2 � �� a � � "�`��"`�- �' 27-2600 ��; `�� . ��.�. .� LEGAL DESCRIPTION ALL OF LOTS 21, 22, 23, AND 24 IN SECTION 5, TOWNSHIP 29 SOUT , RANGE 27 EAST, MOUNT DIABLO BASE & MERIDIAN, UNINCORPORATED dR OF THE COUNTY OF KERN, STATE OF CALIFORNIA, ACCORDING TO THE SALES MAP OF LANDS OF KERN COUNTY LAND COMPANY, FILED 2, 18 ' 4 IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY. I BENCHMARK TOP OF CONCRETE MONUMENT AT THE INTERSECTION OF SNOW ROAD � CREEK, ALSO THE NORTH 1/4 CORNER OF SECTION 8 29/27 ELEVATION = 401.06' U.S.G.S. DATUM PER K.C.S.F.B. 1152, PG. 22 AND TR. 5909 STREET PLANS MATERIALS LIST PHASE 1 CITY STD. TYPE "A" CURB &GUTTER 6,517 LF STANDARD TYPE SIDEWALK 31,956 SF CONCRETE DRIVEWAYS 8,208 SF TRAFFIC SIGNS 24 EACH STREET NAME SIGNS 7 EACH STREET LIGHTS 13 EACH CURB P,EfURN WITH HANDICAP RAMP 8 EACH ASPHALT PAVEMENT *4,323 TONS CRUSHED AGGREGATE BASE *2,485 CY MONUMENT ENCASEMENTS 8 EACH MEDIAN CURB 1,267 SF SHEET INDEX ��,,--�� _-_� 1. COVER SHEET Z �` � 2 '��. GENERAL NOTES __"�,.y-----________..� i 3.� s STRIPING PLAN — P�IASE 1 `� 4. GALLOWAY DRIVE — 14+19.96 5. GALLOWAY DRIVE — 20+40.00 6. TORTUGA DEL MAR DRIVE 7. TORTUGA DEL MAR DRIVE � 8c MAR AZUL WAY 8. RANCHO VIEJO DRIVE 9. ARENA BLANCA WAY 10. DETAILS �2 � OI�� GP��bWR`! 1�1�"b'rp�N, GRPA�'xl�y SND QUAIL s��r 3�� 20+40.00 27+40.34 r-� I i w � � F � I x Q � � I o J J Q U I i � d' �' F � I 'fir' Q �� J J � Q U �-- — L �. �a. �� :. . ��: #.:, �, a, Y �� • � • � � � � � • �• t • f STREET IMPROVEMENT PLANS KEY MAP z Zoo' o' 200' SCALE: 1 "= 2C0' �� s� o rl � �� D ��I SCE—1.s4`��i G��P- tX�-3o- t(�� v-21• n�� ►,� � 321.- 8 CSP. I Z-�t- t�� CONTRACTOR IS RESPONSIBLE FOR PRESERVATION AND OR PERPETUATION OF ALL EXISTING MONUMENTS WHICH CONTROL SUBDIVISIONS, TRACTS, BOUNDARIES, STREETS, HIGHWAYS, OR OTHER RIGHT -GF -WA`:", EASEME��TS> OR PROVIDE SURVEY CONTROL WHICH WILL BE DISTURBED OR REMOVED DUE TO CONTRACTOR'S WORK. CONTRACTOR SHALL PROVIDE A MINIMUM OF 10 WORKING DAYS NOTICE TO PROJECT ENGINEER/ SURVEYOR PRIOR TO DISTURBANCE OR REMOVAL OF EXISTING MONUMENTS. PROJECT ENGINEER/SURVEYOR SHALL COORDINATE WITH CONTRACTOR TO RESET MONUMENTS OR PROVIDE PERMANENT WITNESS MONUMENTS AND FILE THE REQUIRED DOCUMENTATION WITH THE COUNTY SURVEYOR PURSUANT TO BUSINESS AND PROFESSIONS CODE SECTION 8771. RFv=szoN 0 �.Pt�c�ov�n 3Y: �atK�► L. C,��TY R.c.E. X2485 - bla.-rE �� ' MA2iAK P. SNP.W R.G•E'. 32,1`7$ bATE F -- r� � - i � `� ..�r�" Am -- �I ., � -� _t,. " � �_ . �� _ a � _ — —, _ _ _� �� ___ ;— a _ j � \`� ' _r �� '�� _ " -. ��' �: 1 � - `-. �� - - - - - ` ,r ��; �' , z - . � � - f — _ _ ,� . , NOT TO SCALE _ ' .� �, „ �� _ _ __ 1 y `` d ' u ' \ � �d_.�.c. �' � � - ,� ? - REVIEWED BY: �� - — - -, CITY OF BAKERSFIELD %�' �� mss-^ fes' fi�a�"' � � � ., TRAFFIC ENGINEER - CITY OF BAKERSFIELD DATE k �� , v �. ' NT PUBLIC WORKS DI E TOR ATE �'� - CI OF BAKERSFIELD - � � S - � - �� APPROVED BY: PUBLI WORKS DIRECTOR - CITY OF BAKERSFIELD DATE "�"_ _ ��; RAUL M. ROJAS, R.C.E. 39880 - EXP. 12-31-07 ENGINEER'S CERTIFICATE I HEREBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS COMPLY WITH THE CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA, AND THAT THEY INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. i AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS, AND DESIGN CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION. � r �: NOTE TO OWNER AND CONTRACTOR THIS PLAN HAS BEEN PREPARED WITH THE INTENT THAT QUAD KNOPF WILL BE PERFORMING THE CONSTRUCTION STAKING FOR THE COMPLETE PROJECT. IF, HOWEVER ANOTHER ENGINEERING AND/OR SURVEYING FIRM SHOULD BE EMPLOYED TO USE THESE PLANS FOR THE PURPOSE OF CONSTRUCTION STAKING, NOTICE IS HEREBY GIVEN THAT THE FIRM OF QUAD KNOPF, INC. WILL NOT ASSUME ANY RESPONSIBILITY FOR ERRORS OR OMISSIONS, IF ANY, WHICH MIGHT OCCUR AND WHICH COULD HAVE BEEN AVOIDED, CORRECTED OR MITIGATED IF QUAD KNOPF HAD PERFORMED THE STAKING WORK. PRIVATE___ENGINEERS NOTICE TO CONTRACTORS THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE DRAWINGS. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF ANY SUCH INFORMATION OR DATA. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO _ - WO^KING DAYS PRIOR TO CONSTRUCTION 1-800-227-2600 - �. -- �- �` , <* a �-i �<: y �: ..� �" , � '' �� 9 � I i' ,� `� i� :; I'`�. 5 2,/?.007 4:26 PM JOB NO.: 060026 FILE NAME: .. '"�;�� '� 060026-01–v'vV.DWG ', SCALE: AS SHOWN SHEET NO.; � 1 OF 10 ,I �� .— - � � .,� r u l " `F— U _ U O 5. ' m W �. m 1 �,\ � Z o �� T, �� v� �� W F— Z Z � � � O °- V � �Z � �� MM _� �O/�++ O W «s W � 1 61. UJ o, a. w g Z � rn � �'�� W W Z o"� F—�WL�LJ � 5 � I��V <* a �-i �<: y �: ..� �" , � '' �� 9 � I i' ,� `� i� :; I'`�. 5 2,/?.007 4:26 PM JOB NO.: 060026 FILE NAME: .. '"�;�� '� 060026-01–v'vV.DWG ', SCALE: AS SHOWN SHEET NO.; � 1 OF 10 ,I �� .— - � � .,� r u GENERAL NOTES 1. 24 HOUR NOTICE WILL BE REQUIRED FOR TESTS AND INSPECTIONS. 2. ALL CONSTRUCTION SHALL CONFORM TO THIS PLAN, THE CALIFORNIA BUILDINC CODE, LATEST EDITION AND STANDARDS PERTAINING THERETO. THESE DOCUMENTS SHALL BE MADE A PART HEREOF. 3. 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, LATEST EDITION. ALL REFERENCES TO SECTION 90 OF THE CALTRANS STANDARD SPECIFICATIONS SHALL REFER TO THE CALTRANS STANDARD SPECIFICATIONS DATED JULY 1992. THESE STANDARDS, DRAWINGS AND DETAILS SHALL BE CONSIDERED A PART OF THESE PLANS AND THE CONTRACTOR SHALL OBTAIN A COPY FOR HIS USE. 4. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION WITHIN THE STREETRIGHT-OF-WAY, THE CONTRACTOR SHALL GIVE THE CITY CONSTRUCTION INSPECTION DEPARTMENT 48 HOURS NOTICE. HE SECTION MAY BE NOTIFIED AT (661)326-3049. 5. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT ALL UNDERGROUND IMPROVEMENTS, WITHIN THE AREA OF THE STREET RIGHT-OF-WAY, HAVE BEEN COMPLETED PRIOR TO THE START OF AN CONSTRUCTION PAVING. 6. STREET SIGNS AND STREET LIGHTS SHALL BE INSTALLED AT THE EXTENSION F THE LOT LINE AND WHERE THEY HAVE BEEN INDICATED ON THESE PLANS. THE CONTRACTOR SHALL ENSURE THAT AL LIGHTS AND SIGNS ARE PROPERLY INSTALLED PER C.O.B. STD. NO. S-31 & S-40. 7. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS BEFORE START OF CONSTRUCTION, AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD FOR ANY WORK TO BE PERFORMED IN THE 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 THE STREET RIGHT-OF-WAY AND INSURANCE, AS REQUIRED, SHALL BE APPROVED PRIOR TO ISSUANCE OF A PERMIT. 8. 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. QUAD KNOPF MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. 9. 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. 10. 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. 11. IF A PROBLEM OR CONFLICT SHOULD ARISE DURING THE COURSE OF THE PROJECT, IT IS THE RESPONSIBILITY OF THE OWNER OR CONTRACTOR TO NOTIFY THE ENGINEER IMMEDIATELY PRIOR TO ANY FURTHER WORK. 12. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, TOOLS, EQUIPMENT AND SUPERVISION NECESSARY FOR A COMPLETE AND FUNCTIONAL PRODUCT. a 13. 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. 14. NORMAL STAKING AND MARKING OF THE PROJECT WILL BE SUPPLIED ONLY ONCE. ALL RESTAKING OR REMARKING SHALL BE AT THE EXPENSE OF THE CONTRACTOR. w 15. IN THE EVENT CONSTRUCTION STAKING BASED ON THE CONSULTANT'S PLANS, DRAWINGS OR OTHER DOCUMENTS IS ACCOMPLISHED BY ANYONE OTHER THAN THE CONSULTANT, THE CLIENT, OWNER AND CONTRACTOR AGREE TO HOLD THE CONSULTANT HARMLESS AND RELEASE THE CONSULTANT FROM ALL LIABILITY ARISING FROM THE USE OF SAID PLANS, DRAWINGS OR OTHER DOCUMENTS. 16. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT INCLUDING SAFETY it 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. y 17. 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 FROM AN INTERPRETATION OR A CORRECTION THEREOF, PRIOR TO FILING HIS BID PRICE? FOR THE PROJECT. 18. QUAD KNOPF 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' QUAD KNOPF. 19. SEE WATER AND SANITARY SEWER & STORM DRAIN IMPROVEMENT PLANS FOR 'OTHER IMPROVEMENTS THAT ARE PART OF THIS PROJECT. d STREET IMPROVEMENT NOTES 1. THE SUBDIVIDER, IF REQUIRED, SHALL OBTAIN GRADING APPROVAL AS REQUIRED BY C.O.B. 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 OF 0.5 FEET BELOW GRADING LANE FOR THE ENTIRE WIDTH OF PAVEMENT (LIP OF GUTTER TO LIP OF GUTTER). IN ADDITION, RELATIVE COMPACTION OF NOT LESS THAN 95% SHALL BE OBTAINED FOR A MINIMUM DEPTH OF 1.0 FOOT BELOW FINISH GRADE ON LOCAL STREETS (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. V 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 TEXT 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 BACK CHARGED TO THE CONTRACTOR. 8. ALL CONCRETE SHALL BE COMPOSED OF CLASS B 5 SACK CEMENT, MINIMUM CEMENT CONTENT OF 470 LBS./CU. YD., AND 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 I`ACH 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. SEE WATER, STORM -DRAIN, AND SEWER IMPROVEMENT PLANS FOR OTHER IMPROVEMENTS THAT ARE A PART OF THIS PROJECT. ASPHALT CONCRETE PAVING NOTES 1. ASPHALT CONCRETE SHALL BE TYPE A (MODIFIED) FOR ALL ARTERIAL AND COLLECTOR STREETS AND TYPE B(MODIFIED) FOR ALL LOCAL STREETS AND SHALL CONFORM TO THE PROVISIONS IN SECTION 39, "ASPHALT CONCRETE," OF THE 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 SHALL BE AR -8000 VISCOSITY GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. ASPHALT BINDER FOR TYPE B (MODIFIED) ASPHALT CONCRETE SHALL BE AR -4000 VISCOSITY GRADED ASPHALT, UNLESS OTHERWISE DIRECTED ' BY THE ENGINEER. THE ASPHALT BINDER SHALL CONFORM TO THE REQUIREMENTS IN THE TABLE FOR "STEAM-REFIINED PAVING ASPHALTS," IN SECTION 92-1.02, "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 THE CALIFORNIA TEST METHOD 367 USING SAMPLES OF MATERIALS PROPOSED FOR USE IN THE WORK. THE AMOUNT OF ASPHALT BINDER SHALL BE APPROVED BY THE ENGINEER. 5. AT LEAST 14 DAYS PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL SUBMIT THE FOLLOWING FOR THE ENGINEER'S REVIEW AND APPROVAL: A. A LIST OF AGGREGATE AND ASPHALT SOURCES B. DOCUMENTATION VERIFYING THAT THE AGGREGATES TO BE INCORPORATED IN THE WORK CONFORM TO THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE;' OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MATERIAL SIEVE ANALYSIS AND SAND EQUIVALENT TEST RESULTS SHOULD NOT BE OLDER THAN SIX (6) MONTHS. ALL OTHER TEST RESULTS SHOULD NOT BE OLDER THAN ONE (1) YEAR. C. AN ASPHALT CONCRETE MIX DESIGN DETERMINED IN ACCORDANCE WITH THE CALIFORNIA TEST 367. LABORATORY TEST RESULTS ON WHICH THE DESIGN IS BASED SHALL BE SUBMITTED WITH THE MIX DESIGN ALONG WITH THE THEORETICAL MAXIMUM DENSITY OF THE DESIGN MIXTURE AS DETERMINED BY ASTM D-2041. THE ASPHALT CONCRETE MIX SHALL MEET THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. IF THE DATA SUBMITTED SHOWS THAT THE MATERIALS ARE SUBSTANTIALLY THE SAME AS WHEN THE DESIGN WAS PREPARED, THE DESIGN MAY BE UP TO THREE (3) YEARS OLD. THE DEVELOPER SHALL BEAR ALL COSTS ASSOCIATED WITH THE ASPHALT CONCRETE MIX DESIGN. 6. WHERE NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM TO EXISTING PAVED SURFACES, THE EXISTING PAVEMENT SHALL BE SAW CUT. 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 THE PUBLIC TRAFFIC. CARE SHALL BE TAKEN TO AVOID TRACKING BINDER MATERIAL ONTO THE EXISTING PAVEMENT SURFACE BEYOND LIMITS OF CONSTRUCTION. 9. PAVING JOINTS SHALL MATCH STRIPE LOCATIONS UNLESS OTHERWISE PERMITTED BY ENGINEER. 10. INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE ENGINEER. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED AT ROAD CONNECTIONS AND PRIVATE DRIVES, WHERE SHOWN ON THE PLANS AND AS DIRECTED BY THE ENGINEER, AND 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 FEET 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 FEET, PAVING OPERATIONS SHALL BE CONDUCTED IN SUCH A M;yivNER 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 TOLERANCE'S, IT SHALL BE BROUGHT WITHIN THE TOLERANCE BY EITHER: (1) ABRASIVE GRINDING WITH EQUIPMENT UTILIZING DIAMOND BLADES, (2) REMOVAL AND REPLACEMENT, OR (3) PLACEMENT OF AN ASPHALT CONCRETE OVERLAY. THE METHOD WILL BE SELECTED BY THE ENGINEER. THE CORRECTIVE WORK SHALL BE AT THE 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 ENGINEER. 19. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN THE EXISTING ACCEPTED STREET RIGHT OF WAY UNLESS, SECURED BY A SUBDIVISION AGREEMENT. A DEPOSIT BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK TO BE PERFORMED WITHIN THE RIGHT OF WAY AND INSURANCE SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. 20. BASE MATERIAL IN ARTERIAL AND COLLECTOR ROADBEDS SHALL MEET THE SPECIFICATIONS FOR CLASS 2 AGGREGATE BASE (CL 2 AB) CONFORMING TO SECTION 26 OF THE STATE STANDARD SPECIFICATIONS, LATEST EDITION; HOWEVER, NO RECYCLED OR RECLAIMED MATERIAL WILL BE ALLOWED. BASE MATERIAL IN LOCAL ROADS SHALL BE EITHER CL 2 AB OR CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200-2.4 OF THE "GREENBOOK." 21. SIGN NUMBERS ARE FEDERAL CODES UNLESS OTHERWISE INDICATED BY (CA). (CA) INDICATES CALIFORNIA CODES. CITY STANDARD PLATES 1. THE FOLLOWING CITY OF BAKERSFIELD STANDARD DRAWINGS SHALL BE CONSIDERED A PART OF THESE PLANS. (CONTRACTOR TO OBTAIN LATEST EDITION THEREOF) CITY FIG. NO. DESCRIPTION ® ST -1 CURB AND GUTTER (TYPE "A", "B", AND "C") ❑ ST -2 COMMERCIAL DRIVEWAY ® ST -3 SIDEWALK ® ST -4 RESIDENCE DRIVEWAY ® ST -5 HOUSE NUMBER FOR CURBS ® ST -6 PAVEMENT PATCHES ❑ ST -7 CROSS -CUTTERS ❑ ST -8 26 INCH PART CIRCLE CULVERT ® ST -9 STREET SPECIFICATIONS ® ST -10 STREET SECTIONS ❑ ST -1 OA STREET SECTIONS ® ST -11 STREET CROSS SECTIONS ❑ ST -12 ALLEY CROSS SECTION ® ST -13 SURVEY MONUMENT ® ST -14 **STREET LIGHT, MAST ARM TYPE ® ST -15 CUL-DE-SACS ® ST -16 STREET KNUCKLE ® ST -17 WIDE CROSS -GUTTER ® ST -18 MEDIAN CURBS (TYPE "M", ".M-1", AND "M-2") ® ST -19 HANDICAP RAMPS ❑ ST -20 PRIVATE STREET GATES ❑ ST -21 REFUSE CONTAINER PAD ® ST -22 TRENCH BACKFILL AND COMPACTION REQUIREMENTS ❑ D-10 SIDEWALK UNDERDRAIN ® D-11 DRAINAGE BASIN ® D-14 CATCH -BASIN, TYPE "A' ❑ D-15 CATCH -BASIN, TYPE "A-1" ® D-16 CUTTER DEPRESSIONS ❑ SW -4 MANHOLE, TYPE "A" WITH DROP CONNECTION ® SW -5 FRAMES & COVER FOR MANHOLES & CLEANOUTS ® T-1 STREET SIGN, POST TYPE ❑ T-3 MAJOR COLLECTOR TRANSITION ® T-12 MINIMUM ACCESS DESIGN ® T-34 TRAFFIC SIGNAL INTERCONNECT - WIRING AND PULL BOXES 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 CURB AND GUTTER (TYPE "A', " B" , AND " C" ) CONTRACTOR IS RESPONSIBLE FOR PRESERVATION AND OR PERPETUATION OF ALL EXISTING MONUMENTS WHICH CONTROL SUBDIVISIONS, TRACTS, BOUNDARIES, STREETS, HIGHWAYS, OR OTHER RIGHT-OF-WAY, EASEMENTS, OR PROVIDE SURVEY CONTROL WHICH WILL BE DISTURBED OR REMOVED DUE TO CONTRACTOR'S WORK. CONTRACTOR SHALL PROVIDE A MINIMUM OF 10 WORKING DAYS NOTICE TO PROJECT ENGINEER/ SURVEYOR PRIOR TO DISTURBANCE OR REMOVAL OF EXISTING MONUMENTS. PROJECT ENGINEER/SURVEYOR SHALL COORDINATE WITH CONTRACTOR TO RESET MONUMENTS OR PROVIDE PERMANENT WITNESS MONUMENTS AND FILE THE REQUIRED DOCUMENTATION WITH THE COUNTY SURVEYOR PURSUANT TO BUSINESS AND PROFESSIONS CODE SECTION 8771. xSEER a, JR 4i J� 0 0 > J ISIJ3b � OD co M to *3 m D W v.- z M W M W Z y c� z J W cn Z W ox z �- U ryn m r 0 Lu V� oCL C a_ Ln m W o W �O g CL Z m ;;��Z c N p �� J Z W Ld i °M' * �-- Q HWS Ld Z o >_z 'LLJ Z ck� rn OLo '^ V / 0 o En W 0 m ui Q 0 xSEER a, JR 4i J� 0 0 > J ISIJ3b � OD co M to *3 m D W z M W M W Z c� z J W U Z W ox (L �- U ryn m r Z ww Lu V� oCL C a_ W o o r- °° M m r) to rn 0 O 0 a Lz v o xaLd x M 7D H W Lu cr " Cl C3 Q w Q 3 m m C. 0 00 o c w u W x CL m 0 w Y W M, co D W Z M Z 0 (L �- U Z ww co)m _�(� m �ow H o W �O g CL Z m ;;��Z c N p �� J Z W Ld i °M' * �-- Q HWS Ld Z o >_z 'LLJ o6W g� Q�z rn OLo '^ V / 0 r T DATE: 4 9 2007 2:37 PM JOB NO.: 060026 FILE NAME: 060026-01-COV.DWG SCALE: AS SHOWN SHEEP NO.: 2OF10 SEE PANEL LOWER RIGHT BREAKLINE STA 20+50.00 - - - - - - - - - - - - EXISTING EP 6 PHASE 2 FUTURE EP PHASE 1 /TA. +45 5' RT INSTALL W73A(CA) ry I STA. +00.00 54.50' RT INSTALL R7-9 � I � I STA. 19+55.23 ' R I FUTURE MEDIAN I INSTALL W6-1 BY OTHERS Il STA. 19+38.24 BEGIN AC MEDIAN CURB STA. 18+00.34 END DETAIL 22 BEGIN DETAIL 29 12.04' STA. 15+25.00 END DETAIL 22 STA. 6+74.99 0 0 O 0 r. 0 0 M N. M 0 0 O 0 t EP STA. 19+38.24 7' RT BEGIN CONCRETE MEDIAN CURB STA. 18+00.00 54.50' RT INSTALL R26(CA)/R81(CA) I - / INSTALL W4 -1A STA. 16+25.43 54.50' RT INSTALL R26(CA), R61(CA) D3-1 STA. 1+8,' TORTUGA "STOP" R1 -1(R1) 42.49' LT 4AR DRIVE 32 k 31.50' 33 TORTUGA DEL MAR DRIVE STA. 15+24.42 65.50' RT INSTALL R26(CA) FUTURE TYPE IV(R) ARROW 31 FUTURE 120 LF DETAIL 9 FUTURE 120 LF DETAIL 27B FUTURE 120 LF DETAIL 39 INSTALL R26(CA) CD PROPOSED EP EXISTING EP co SEE PANEL LOWER RIGHT BREAKLINE STA 29+00.00 BREAKLINE STA 20+50.00 SEE PANEL UPPER LEFT Im 40' 0' 40' Prior to paving, the design engineer for the project shall verify that conditions remain the some 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. TIE TO EXISTING DETAIL 22 I 22 II 0 tMl I I REMOVE EXISTING STRIPING BETWEEN BEGINING AND END OF CENTERLINE TRANSITION I I I I I I lol + END 90'x8' BAY TAPER M BEGIN 400'x8' STRAIGHT TRANSITION BACK TO EXISTING CENTERLINE EXISTING EP � o 0 o �- - - BREAKLINE STA 29+00.00 SEE PANEL UPPER LEFT N u.i Q I I 0 p U cD 00 M li I y� p( 1 1 y� Ilr M � ,I N I I N I I W 24' M I U I IO i N � N O r O 0 r. 0 0 M N. M 0 0 O 0 t EP STA. 19+38.24 7' RT BEGIN CONCRETE MEDIAN CURB STA. 18+00.00 54.50' RT INSTALL R26(CA)/R81(CA) I - / INSTALL W4 -1A STA. 16+25.43 54.50' RT INSTALL R26(CA), R61(CA) D3-1 STA. 1+8,' TORTUGA "STOP" R1 -1(R1) 42.49' LT 4AR DRIVE 32 k 31.50' 33 TORTUGA DEL MAR DRIVE STA. 15+24.42 65.50' RT INSTALL R26(CA) FUTURE TYPE IV(R) ARROW 31 FUTURE 120 LF DETAIL 9 FUTURE 120 LF DETAIL 27B FUTURE 120 LF DETAIL 39 INSTALL R26(CA) CD PROPOSED EP EXISTING EP co SEE PANEL LOWER RIGHT BREAKLINE STA 29+00.00 BREAKLINE STA 20+50.00 SEE PANEL UPPER LEFT Im 40' 0' 40' Prior to paving, the design engineer for the project shall verify that conditions remain the some 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. TIE TO EXISTING DETAIL 22 I 22 II 0 tMl I I REMOVE EXISTING STRIPING BETWEEN BEGINING AND END OF CENTERLINE TRANSITION I I I I I I lol + END 90'x8' BAY TAPER M BEGIN 400'x8' STRAIGHT TRANSITION BACK TO EXISTING CENTERLINE EXISTING EP � o 0 o �- - - BREAKLINE STA 29+00.00 SEE PANEL UPPER LEFT N u.i Q I I 0 p U cD 00 X o LLJ � � N � w �-" Z � w � N rn m �LJ U S U O O M o oC w r a �p z w o MaMLLJ LL.O W n- O Z '� �[ Z W W WCL < ^�^ V/ q CL dW Z N p �MaO z z W Ld =o) HZ w Z > � 0"L Z VW0. 0 5; LO H a U w 0 m 0 o r 0 u.i Q I I 0 p U cD 00 X o LLJ � � N � w �-" m � w � N rn m �LJ U S U O O M o oC w r a �p z w o co P Z Z O Z D CO 2 _> MaMLLJ LL.O W n- O Z '� �[ Z W W WCL < ^�^ V/ q CL dW Z N p �MaO q G C'3 z W Ld =o) HZ w Z > � 0"L Z VW0. �� 5; LO H (P=0TDAT7E-:q22015 JOB NO.: 060026 FILE NAME: 060026-R-STRIPING-20150831.DWG SCALE: SHEET NO.: 3RRA OF 10 Z OD W OD 0 Z }J W W ~ U Z w �O Ow ryn F >OI C a U Zo rD O z p 00 0 Z H O W ^ ^ p w M V) 'o (D O W Of F-- W O =)Q W Q (n m IL�L� T CL 0 cum4] p W a w a m W Y U W U co) W I.f W Z > cr 5D 0 4 U TO W 'J S QU Q o m �a. =� (' N IZ Zod F- Z 101)) d'o- Z °'� CID cow wZ oc�,�, o '. Z d UW O cr. �vi0' r 5; v tn N J� O d U N W D T_-1 m W H Q p Z OD W OD 0 Z }J W W ~ U Z w �O Ow ryn F >OI C a U Zo rD O z p 00 0 Z H O W ^ ^ p w M V) 'o (D O W Of F-- W O =)Q W Q (n m IL�L� T CL 0 cum4] p W a w a m W Y U W U co) W W Z > cr 5D 0 4 U TO W 'J QU Q o m =� (' IZ Zod F- Z 101)) d'o- w W °'� CID cow wZ oc�,�, o '. Z d UW CL W cr. �vi0' r 5; v tn rL OT DATE: 5/2/2007 4:29 PM JOB NO.: 060026 FILE NAME: 060026-04-CALLOWAY-5f. d wg SCALE: HORIZ. V=40' VERT. V=2' =2' SHEET NO.: 4 OF 10 6" CLASS 2 A.B. SHOULDER nREMOVE EXISTING Al2 PAVEMENT -�zTIC 397.72 TC 397.44 CURVE �7 LEGEND SS SANITARY SEWER GENERAL NOTES 90-1311" 11" GENERAL NOTES INSTALL STANDARD ECR Bl"RE MAVAIM Lu p w AC ASPHALT CONCRETE HWCP CALL • USA 1. ALL STATIONING IS BASED ALONG STREET OA - CONSTRUCT 6' COMBINATION TYPE SIDEWALK FOR COLLECTOR STREETS SLOPE, IN FOOT PER FOOT 1-800-229=2800 CENTERLINE UNLESS OTHERWISE NOTED. BEGINNING OF CURVE AND 5' COMBINATION TYPE SIDEWALK FOR LOCAL STREETS, PER CITY INVERT • SEWER MANHOLE FIRE HYDRANT ASSEMBLY O OF BAKERFIELD STD. ST -3 CL J BCR 2. INSTALL SURVEY MONUMENTS PER CITY OF BAKERSFIELD STANDARDS S-29 AT ALL OB - CONSTRUCT WHEELCHAIR RAMP PER CALTRANS STD. A88A -0---�--Q- CHAIN LINK FENCE i PROPOSED TRAFFIC SIGN INTERSECTIONS OF STREET CENTER LINES AND AT ALL BEGINNINGS AND ENDINGS OF CURVES. OC - INSTALL TYPE M MEDIAN CURB, PER CITY OF BAKERFIELD ST -18 VERTICAL CURVE BVC 3. MUTCD- MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES O 2 - INSTALL TYPE B CURB AND GUTTER PER CITY OF BAKERFIELD STD. + STREET SIGN /IEDIAN - -- - RIGHT OF WAY ST -1 RT LANDSCAPE & 4. SIGN NUMBERS ARE FEDERAL CODES UNLESS OTHERWISE BW BACK OF SIDEWALK P PAVEMENT INDICATED BY (CA). (CA) INDICATES CALIFORNIA CODES. O - CONSTRUCT 16 FT RESIDENCE DRIVEWAY PER CITY OF BAKERFIELD I i �E I ; IRRIGATION CORRIDOR a STD. ST -4 CB CATCH BASIN 5. PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE POINT OF COMPOUND CURVE O HANDICAP RAMP 6' PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE SAME 0- INSTALL 5,800 LUMEN STREET LIGHT PER CITY OF BAKERFIELD 6' 04 AS SHOWN IN THE APPROVED PLANS. SHOULD CONDITIONS CR STD. ST -14 PI POINT OF INTERSECTION BE CHANGED, A REVISED STRIPING PLAN SHALL BE (CALTRANS STANDARD) > ; C-4 c6I U SUBMITTED TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO 0- INSTALL 9,500 LUMEN STREET LIGHT PER CITY OF BAKERFIELD m C&G PAVING PRC STD. ST -14 NEW WATER UNE 6. PER CONDITIONS OF DEVELOPMENT, STREET OJ - INSTALL STREET NAME SIGN, PER CITY OF BAKERSFILED STD. S-40 J U- IMPROVEMENTS ALONG CALLOWAY DRIVE FROM m DEP DEPRESSION TRACT BOUNDARY TO CIL ETCHART ROAD SHALL BE POINT OF VERTICAL INTERSECTION - -G - - GAS LINE 0 CONSTRUCTED AS A PART OF PHASE 1. W J 4;1 MAX �T �` 9 ` ,A40*50 7, 1 DRAIN INLET = 204 54-- •'� TRACT Ro 6480 R/W _2% S 0.21% t 2.8q --+- 2% MIN r- om EC END OF CURVE 16' 6" CLASS 2 A.B. SHOULDER nREMOVE EXISTING Al2 PAVEMENT -�zTIC 397.72 TC 397.44 CURVE TABLE CURVE �7 LEGEND SS SANITARY SEWER 00 "R" VALUE 90-1311" 11" 47.24 INSTALL STANDARD ECR END CURB RETURN Lu p w AC ASPHALT CONCRETE HWCP HEAVY WALL CONCRETE PIPE TYPE SIDEWALK EL STORM DRAIN MANHOLE EXISTING SURVEY MONUMENT 0.00% SLOPE, IN FOOT PER FOOT af Z BC BEGINNING OF CURVE INV. INVERT • SEWER MANHOLE FIRE HYDRANT ASSEMBLY O - R -VALUE CL J BCR BEGIN CURB RETURN LT LEFT -0---�--Q- CHAIN LINK FENCE i PROPOSED TRAFFIC SIGN GB 55'-65' 10' VERTICAL CURVE BVC BEGIN VER71CAL CURVE LC LENGTH OF CURVE + STREET SIGN /IEDIAN - -- - RIGHT OF WAY 63.37' RT LANDSCAPE & 8.69' LT BW BACK OF SIDEWALK P PAVEMENT "o- STREET LIGHT YA1Zi�5� I i �E I ; IRRIGATION CORRIDOR a i CB CATCH BASIN PCC POINT OF COMPOUND CURVE O HANDICAP RAMP 6' j 41'-52' 6' 04 27+00 CR CROWN OF ROAD PI POINT OF INTERSECTION (CALTRANS STANDARD) > ; C-4 c6I U O m C&G CURB & GUTTER PRC POINT OF REVERSE CURVE NEW WATER UNE N a J U- m DEP DEPRESSION PVI POINT OF VERTICAL INTERSECTION - -G - - GAS LINE 0 W J 4;1 MAX DI DRAIN INLET 000.00 PROPOSED ELEVATION -W- EXISTING WATER LINE _2% S 0.21% t 2.8q --+- 2% MIN r- om EC END OF CURVE RT RIGHT DIRECTION OF GUTTER FLOW CURVE TABLE CURVE EP EDGE OF PAVEMENT SS SANITARY SEWER 00 "R" VALUE 90-1311" 11" 47.24 INSTALL STANDARD ECR END CURB RETURN SSMH SANITARY SEWER MANHOLE "R FLOW LINE SDMH TYPE SIDEWALK EL ELEVATION 0.00% SLOPE, IN FOOT PER FOOT 00 PREVIOUS VALUE FTG FOOTING PER C.0.6 ST -3 EVC END VERTICAL CURB STA STATION 0 PROPOSED SIDEWALK CURVE TABLE CURVE DELTA LENGTH RADIUS TANGENT Cl 90-1311" 11" 47.24 30.00 30.12 `SIM 2 � ,1j4" ik xo' 9T COORDINATE WITH \'lG� TRACT 6480 FOR C.uT '` TRACT 6480 R/W TIE-IN TO PROPOSED TRAFFIC SIGNAL STA. 27+40.34 KOD1PO �D ao� INTERCONNECT CONDUI CALLOWAY DRIVE C L 7 IfOFISPTING AVEMENTEDGE oll PP PROPOSED MEDIAN 16' STA. 1+00.00 ETCHART ROAD C/L 0& O TC 397.72 5c,' Q1` TC 397.44TC-397.01 - TC 396.99 Q I 1' �� dF�t�D�TC 396.67 -_-____ _ - -- 54'~ fl T I E-- 4 U 2dv X D �V�� D 64'70' 73'70' W C� t v L 2 Co►�51YtzTto►�! C(; � p S ----�---.� D �c Pfv_l I}5 L r9 �1��-� Pv X39 6' 3' 2 b STA. 26+70.00 -Tb AQQ(, jkC�1G J - . -�� ss� S S=0.20% 64..0 RT CB 13Io 2_ AT kLaA-) STA. 20+20.34 C�-. / 48.00' RT GB A R/W LANDSCAPE AJ2 Byy L y STA. 23+50.34 , 10' EASEMENT BLOCK WALL 54.00' RT A R/W STA. 24+70.34 W w 55.18' RT BEGIN OF TAPER Q � 2 az I TRANSITION TAPER DATA DEL REY COURT INSTALL TYPE "B" (000.00) EXISTING ELEVATION SD STORM DRAIN EXISTING PAVEMENT RT HlGl,, PROPOSED PAVEMENT CURB & GUTTER FL FLOW LINE SDMH STORM DRAIN MANHOLE RT PVI STA PER C.O.B ST -9 PER C.0.6 ST -1 FTG FOOTING TC TOP OF CURB @O PROPOSED SURVEY MONUMENT EXISTING PAVEMENT EXISTING PAVEMENT - R -VALUE GV GATE VALVE TP TOP OF PAVEMENT 24 FT SECONDARY ACCESS DRIVE - TO BE REMOVED TO BE REMOVEDA , SECTION A/2 -A 2 GB GRADE BREAK VC VERTICAL CURVE TO BE LOCATED WITHIN RIGHT OF WAY so (NTS) 6.19' LT 400 VP VENT PIPE - -- - RIGHT OF WAY `SIM 2 � ,1j4" ik xo' 9T COORDINATE WITH \'lG� TRACT 6480 FOR C.uT '` TRACT 6480 R/W TIE-IN TO PROPOSED TRAFFIC SIGNAL STA. 27+40.34 KOD1PO �D ao� INTERCONNECT CONDUI CALLOWAY DRIVE C L 7 IfOFISPTING AVEMENTEDGE oll PP PROPOSED MEDIAN 16' STA. 1+00.00 ETCHART ROAD C/L 0& O TC 397.72 5c,' Q1` TC 397.44TC-397.01 - TC 396.99 Q I 1' �� dF�t�D�TC 396.67 -_-____ _ - -- 54'~ fl T I E-- 4 U 2dv X D �V�� D 64'70' 73'70' W C� t v L 2 Co►�51YtzTto►�! C(; � p S ----�---.� D �c Pfv_l I}5 L r9 �1��-� Pv X39 6' 3' 2 b STA. 26+70.00 -Tb AQQ(, jkC�1G J - . -�� ss� S S=0.20% 64..0 RT CB 13Io 2_ AT kLaA-) STA. 20+20.34 C�-. / 48.00' RT GB A R/W LANDSCAPE AJ2 Byy L y STA. 23+50.34 , 10' EASEMENT BLOCK WALL 54.00' RT A R/W STA. 24+70.34 W w 55.18' RT BEGIN OF TAPER Q � 2 az I TRANSITION TAPER DATA DEL REY COURT HIGH POINTI ELEV = { 396.73 SEE PHASE 2 11.00' RT CALLOWAY DRIVE STA. 19+80.00 - 27+40.34 RT HlGl,, PQW.T _ TTA RT PER GEOTECHNICAL f - CLASS II AGGREGATE BASE RT PVI STA = 20+25 o -COMPACTED SUBGRADE TO 95 /o REL. COMP. (NATIVE SOIL) K� t . j t -TRAFFIC INDEX PVI EL�V = 39 .76 ¢2 -,�- - R -VALUE .12,2ot3 g IZ VAI -4, _5ARY , 1.00' RT K 91.84 { 24+20.34 1.50' LT 60.25' RT 24+30.34 4.00' LT 61.50' so oo' vc ` 6.19' LT 400 ! 24+50.34 7.75' LT 63.37' RT 24+60.34 8.69' LT 63.84' _.. __. __.._.. _ _ _ .. _.. 64.00' RT I 1 I i �E I ; i ------------- # O obi m i + j co) _ , 04 27+00 28+00 29+00 30+00 uj N > ; C-4 c6I U j Z m m on j O N a a 0 W J S 0.21% # om Q i { I I I 395 I w N I w w W a i � w i t L_ Lu i- _ 10 �I 'o 64.00 RT BIN A R/W FFIC SIGNAL INTERCONNECT END OF TAPER � A STA. 24+91.11 STA. 26+7 00 CONDUIT AND PULL ROPE SHALLI #20526 STA. 24+81.46 64.00' RT C 64.00' RT BCR BE INSTALLED IN JOINT UTILITY 72.00' RT LANDSC CALLOWAY DRIVE TRENCH ALONG CALLOWAY.^ EASEMENT STA. �. DEDICATED PULL BOXES SHALL BE 20 38.00' RT ECR C) INSTALLED FOR INTERCONNECT ETCHART RD ONLY. BLOCK WALL + TRAFFIC SIGNAL x0� C:) `- 1 INTERCONN T CONDUITI,l �`�96 9 c��c, BW ssJ s��'J LANDSCAPE EASEMENT S9 R/W RIVIERA DEL SOL DRIVEPRADO TRANSITION TAPER DATA DEL REY COURT SEE PHASE 2 STA. OFFSET FROM CONSTRUCTION - MEDIAN CURB FL CURB & GUTTER IE SEE PHASE 2 11.00' RT CALLOWAY DRIVE STA. 19+80.00 - 27+40.34 RT PAVING SECTION: 0,5v' 0.45-' - TYPE B, 0.04' MAXIMUM, MEDIUM AC PAVEMENT RT PER GEOTECHNICAL �,,(}` $83r - CLASS II AGGREGATE BASE RT INVESTIGATION FOR 1.21 o -COMPACTED SUBGRADE TO 95 /o REL. COMP. (NATIVE SOIL) K� t . TRACT N0.6419 BY 10 -TRAFFIC INDEX TAi-F IP i5ee2606. ,.F„_ BA;FE EMPIRE, ¢2 -,�- - R -VALUE .12,2ot3 g IZ VAI -4, _5ARY , 1.00' RT 59.00' Fin - AT -r�ck)-d©� I i0' 110.37'30.7 ' m _ Lo +p�j eFto 04 �N ! i in "'_ __.- __. - _ __-; . • • _.. _ ._+ Lf) TAT CENTERLINE j I v~i w W Q W , to E � E I ).319 =0.319 i S=O. 29 ! I S=o. 0% I ! EAST FLOWLINE 22+00 23+00 24+00 25+00 26+00 EXISTING EDGE OF PAVEMENT E r SAWCUT STRAIGHT, CLEAN EDGE AS NEEDED, TO PAVE T0. APPLY ASPHALTIC PAINT BINDER AT NEW SEAM PER CITY STANDARDS. ETCHART ROAD SEE PHASE 2 P/1 FIELD LOCATE EXISTING PULLBOX AND CONDUIT FOR TIE IN TRAFFIC SIGNAL INTERCONNECT CONDUIT ZA AWVM 64 (�.at�-lu .c.>�u , S� (,c� f �,�..c,�-ts� 10.21 • (�- GggoeIwle S.0ku kv4s 0kre7 �m X10.15 I coye• oto -30 - I (o� ��= rsb• 32-t`�� L.c�• 12-3�-Ise 40' 0' 40' HORIZ. SCALE: 1"=40' VERT. SCALE: 1"=2' 395 TRANSITION TAPER DATA , ! I STA. OFFSET FROM CONSTRUCTION - MEDIAN CURB FL CURB & GUTTER IE 23+50.34 11.00' RT 54.00' RT 23+60.34 10.69' RT 54.16' RT 23+70.34 9.75' RT 54.62' RT 23+80.34 8.19' RT 55.41' RT 23+90.34 6.00' RT 56.50' RT 24+00.34 3.50' RT 57.75' RT 24+10.34 1.00' RT 59.00' RT 24+20.34 1.50' LT 60.25' RT 24+30.34 4.00' LT 61.50' RT 24+40.34 6.19' LT 62.59' RT 24+50.34 7.75' LT 63.37' RT 24+60.34 8.69' LT 63.84' RT 24+70.34 9.00' LT 64.00' RT 395 M 0) n O I ! I Q � OI O U : i1 7.24' U co p 00 00 Z 1 LC 0 I I'! U co 'D D F-- Ld w `- `� m m 0 Q I _ U Ld rn + N_ U I E I I # I 1 Qj v) w N ! 0� # E -r m Z i I I I i i 0t w cuj m ; w 0: 0 , I I f ; i I 1 I i �E I ; i ------------- ! i I j co) _ , I i I 27+00 28+00 29+00 30+00 395 \NEER * b 00 W coo _> CQ3 Z W a'N P 0��3�OSf0a3a *�` Li mw ap w ` z ' z � �w t► o o ry n t m w 0 o:w 0_ 1 , F- M 0) n O Q � OI O U -a U co p 00 00 Z F- _j Y OM N � I'! U co 'D D F-- Ld w `- `� m (n m _ U Ld CL U N 0� m Z 0t w cuj m ; w 0: 0 I D_ co) W W f J o i O a a 0 W J U om Q (L L1 (n w N w w W a � w -z V L_ Lu i- _ o ^ /M� Q I.L. IL w 0ul > v '^ co 1 m w a 0 \NEER * b 00 W coo _> CQ3 Z W a'N P 0��3�OSf0a3a *�` Li mw ap w ` z ' z � �w t► o o ry n t m w 0 o:w 0_ 1 , F- PLOT DATE: 5/2/2007 5:14 PM JOB NO.: 060026 FILE NAME: 060026-05-CALLOWAY-ST.dwg SCALE: HORIZ. 1"=40' VERT. 1"=2' SHEET NO.: 5 OF 10 M 0) n O Q � OI O U U co p 00 00 Z F- _j Y OM N � I'! co 'D D F-- Ld w `- `� m (n m _ U Ld CL U 0� m 0t w cuj m ; w 0: I D_ co) W W f i O a 0 W J om Q (L L1 ' Z w N w W a � w -z V L_ Lu i- Of ^ /M� Q I.L. IL w 0ul > v '^ co 1 PLOT DATE: 5/2/2007 5:14 PM JOB NO.: 060026 FILE NAME: 060026-05-CALLOWAY-ST.dwg SCALE: HORIZ. 1"=40' VERT. 1"=2' SHEET NO.: 5 OF 10 BEFORE MrAVATM GENERAL NOTES GENERAL NOTES R/W CA • USA 1-800-227-2600 1. ALL STATIONING IS BASED ALONG STREET CENTERLINE UNLESS OTHERWISE NOTED. UA - (CONSTRUCT 6' COMBINATION TYPE SIDEWALK FOR COLLECTOR STREETS R/W ASPHALT CONCRETE 2. INSTALL SURVEY MONUMENTS PER CITY OF AND 5' COMBINATION TYPE SIDEWALK FOR LOCAL STREETS, PER CITY OF BAKERFIELD SID. ST-3BAK I P ERSSTANDARDS S-29 AT ALL INT INTERSECTIONS OF STREET CENTER LINES O - CONSTRUCT WHEELCHAIR RAMP PER CALTRANS STD. A88A I 60' BVC AND AT ALL BEGINNINGS AND ENDINGS OF CURVES. OC - INSTALL TYPE M MEDIAN CURB, PER CITY OF BAKERFlELD ST -18 10 I �---�- 20' BACK OF SIDEWALK J. MUTCD- MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES �D -INSTALL TYPE B CURB AND GUTTER PER CITY OF BAKERFlELD STD. 20 � 6" CURB + 4 1/2' SIDEWALK PRC PVI 4. SIGN NUMBERS ARE FEDERAL CODES UNLESS OTHERWISE ST -1 6" CURB + 4 1/2' SIDEWALK C&G DEP INDICATED BY (CA). (CA) INDICATES CALIFORNIA CODES. O - CONSTRUCT 16 FT RESIDENCE DRIVEWAY PER CITY OF BAKERFIELD PAINT BINDER 290 --.- _ 11" ABOVE GUTTER �= 2 %MIN. 1 2 Y. MIN. DEPRESSION PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE STD. ST -4 -,N5. - - __III=_III=_III=) INSTALL CITY STANDARD PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. SHOULD CONDITIONS O - INSTALL 5,800 LUMEN STREET LIGHT PER CITY OF BAKERFlELD I III III=III= - I - EP BE CHANGED, A REVISED STRIPING PLAN SHALL BE STD. ST -14 ECR END CURB RETURN SUBMITTED TO THE CITY FOR APPROVAL 10 DAYS PRIOR TOO/ PAVING - INSTALL 9,500 LUMEN STREET LIGHT PER CITY OF BAKERFIELD ELEVATION & GUTTER PER CITY EVC STD. ST -14 STANDARD S-1 (000.00) 6. STA. 2+73+54 27.35'RT 7721 TYPE B A.C. FLOW LINE TORTUGA DEL MAR DRIVE W14-2 INSTALL OJ - ALL STREET NAME SIGN, PER CITY OF BAKERSFILED STD. S-40 CLASS 2 A.B. Tp VC REMOVE AND SALVAGE SIGN WITH GATE VALVE 24 FT SECONDARY ACCESS DRIVE - GB CONSTRUCTION OF ADJACENT PHASE. \j COMPACTED SUBGRADE TO959 VENT PIPE _ - - _ REL. COMP. (NATIVE SOIL) TYPICAL SECTION NOT TO SCALE CALLOWAY DRIVE SEE SHEET 4 % ns LANDSCAPE LOT "B" n doqi� HWCP INV. LEGEND LENGTH R/W LT INVERT SFT 89'46'49" AC ASPHALT CONCRETE LENGTH OF CURVE BC BEGINNING OF CURVE P BCR BEGIN CURB RETURN STREET SIGN STREET LIGHT BVC BEGIN VERTICAL CURVE 10' BW BACK OF SIDEWALK OF INTERSECTION CB CATCH BASIN PRC PVI CR CROWN OF ROAD �- 2 9 C&G DEP CURB & GUTTER - -G - - GAS LINE DEPRESSION PROPOSED ELEVATION DI DRAIN INLET INSTALL CITY STANDARD EC END OF CURVE TYPE SIDEWALK PER EP EDGE OF PAVEMENT STD ST -3 ECR END CURB RETURN INSTALL TYPE "B" CURB EL ELEVATION & GUTTER PER CITY EVC END VERTICAL CURB STANDARD S-1 (000.00) EXISTING ELEVATION 7721 FL FLOW LINE TOP OF CURB FIG FOOTING Tp VC GV GATE VALVE 24 FT SECONDARY ACCESS DRIVE - GB GRADE BREAK HWCP INV. HEAVY WALL CONCRETE PIPE LENGTH STORM DRAIN MANHOLE LT INVERT SFT 89'46'49" SEWER � EWER MANHOLE LC LENGTH OF CURVE `�" CHAIN LINK FENCE P PAVEMENT �- STREET SIGN STREET LIGHT PCC PI POINT OF COMPOUND CURVE POINT Q HANDI HANDICAP CAP RAMP - - - - .-.- -- OF INTERSECTION ---- -- -- STANDARD) (CALTNEW PRC PVI POINT OF REVERSE CURVE WATER LINE 000.00 POINT OF VERTICAL INTERSECTION - -G - - GAS LINE RT PROPOSED ELEVATION -W- EXISTING WATER LINE SS RIGHT SANITARY SEWER -� DIRECTION OF GUTTER FLOW SSMH SANITARY SEWER MANHOLE 00 "R" VALUE 0.009 SLOPE, IN FOOT PER FOOT 00 PREVIOUS "R" VALUE STA SD STATION STORM DRAIN E PROPOSED SIDEWALK SDMH STORM DRAIN MANHOLE 7721 EXISTING PAVEMENT TC TOP OF CURB OO PROPOSED SURVEY MONUMENT Tp VC TOP OF PAVEMENT �x� 24 FT SECONDARY ACCESS DRIVE - Vp VERTICAL CURVE \j TO BE LOCATED WITHIN RIGHT OF WAY VENT PIPE _ - - _ RIGHT OF WAY MAR AZUL WAY 20524 STA. 1+55.78 1 /�3 g.� SEE SHEET 7 J 34 57.20' LT �9� STA. 1 +47.81 35 + PAINT 12" LIMIT LINE USING F 3 37 BW N THERMOPLASTIC PAINT PER 49.94' LT BCR N N F p`1 3V 39 M 1� F F STA. 8+45.82 CALTRANS STANDARDS J STA. 1 +7781 �D N �g�• SPECIFICATION 8010-21C-19 rn � N F F 42.00' LT CB STA. 8+81.82 1 ,,� ;• I 20.00' LT ECR + + R3 -5R RIGHT � I 42.00' LT CB X N N TURN ONLY) SIGN + 1 N 22.5' R1-1 S70P SIGN Q PER MUTCD v � cn � ��. • M N STA. 8+43.82 F F STA. 1 +00.00 ! / > B N STANDARDS + + ' co n 40.00' LT ECR STA. 8+83.82 N N TORTUGA DEL MAR C/L ?�` " SECTION 2B.20 BW A N + �y1 40.00' LT BCR n <En + O o f Q n 3 STA. 15+75.33 kti` '� r f �`S J `yo,�' STA. 9+03.82 .F I N A STA. 8+23.82 20.00' LT ECR rn o+ j CALLOWAY DRIVE CIL - 0.209 BIN r ' ' cn 22.5' N 20.00' LT BCR _ 2+pp 3+00 20544 STA. 4+28.93 (Y 4+0 .. H . 30' to ----�- ---_______- - N88'Syy 0 2700' L 5+00 20, f- ------_ 60' 2' S' 6+00 D 0 o g�' rr MEDIAN '' y B 0.209 D 763.82' 3 11.5' 16' �- - - 7+00 3 11.5' 16' g 2' S, �-' - ------ _ 8+00 9+p0 D 2700 TLT A. 9+15.01 H 0.519 �. p 20' �- -� - - ♦ 10+0 30' 43 STA. 6+67.08 - - - - N88'5423" W H I Z J _ 27.00' RT D 469.00' - O W 0.209 (, 0 ti STA. 1+89. 19 � A Q .. 20.00' RT ECR I SEE BW ^ 22.5' / 0.539 o Q _ 00 N NOTE a aiP�1 A 11 © + �yo,�' r- �� gW 0 J _ STA. 1 +59.19 N it ~ c Loi + �'D + d� A �oo,`I BW 50.12' RT BCR F `D co g -t + STA. 8+63.82 P c cn F F 22.5' N Q yo,`b' oo TORTUGA DEL � i O F„ � Q MAR DRIVE CIL rn I-- BLOCK WALL 31 30 29 F 28 F N ~C ►- Q STA. 9+03.82 LANDSCAPE L07 "A" 27 26 F F N STA. 1+00.00MAR AZUL WAY CIL 18.00' RT CB, GB N F CALLOWAY DRIVE 25 F F v E 24 SEE SHEET 4 23 F ;- DELTA LENGTH C 1 89'46'49" 47.01 *RADTANGENT 29.89C2 90'13'11" - - i 30.12 C3 90'00'00" 31.42 Q x`4724` -- - -- - - - - .-.- -- q i - y------- ----- ---- -- -- 20.00 400 �, I + LC --�- / IJco00 • Iji I ----_. _ __- - - 3 --- --- - - -1 J --- + 1br' 61 Zi � •Mj --- ' -- ---- -- - - - --- -- --- UW -- -- '' W ��N�B W Q� �• W -- -- -- _ S1031S * I -T= - - \j 40' 0' 40' ` SCALE: 1"=40' _ � 000 VERT. SCALE: I"=2' 2 I LJ � , ----- ---- -- -- ---- _- - --� 395 � 1 1 ----- -- I. 1+00 2+00 �, 3+00 1 z j% 4+0 TORTUGA DEL MAR DRIVE STA. 1 +00 - 10+00 PAVING SECTION: 0.25' - TYPE B, .04' MAXIMUM, MEDIUM AC PAVEMENT PER GEOTECHNICAL 0.42' - CLASS it AGGREGATE BASE INVESTIGATION FOR 0.50' - COMPACTED SUBGRADE TO 95% REL. COMP. TRACT NO. 6419 BY (NATIVE SOIL) GEOCON INLAND 5 - TRAFFIC INDEX EMPIRE, INC. DATED 4.5 - R -VALUE JANUARY 10, 2006. 31.E LC Iwn r nv 1 ttt - 594.61 LOW P INT STA =9+03.82 ---P)A STA_ --;gr-- + 15 15 PVI ELEV - 1394.57 A.D. = 6.73 I K 68=83 -- - 9+00 n W O Z U 10+00 EXISTING SURVEY MONUMENT FIRE HYDRANT ASSEMBLY PROPOSED TRAFFIC SIGN CURVE TABLE CURVE DELTA LENGTH C 1 89'46'49" 47.01 *RADTANGENT 29.89C2 90'13'11" 47.24 i 30.12 C3 90'00'00" 31.42 20.00 C4 90'00'00" 31.42 20.00 20.00 �< a I I I•. i i, i i / IJco00 W3 to 4. o >C� > h ��N�B W Q� �• W S1031S * i' 40' 0' 40' HORIZ. SCALE: 1"=40' 000 VERT. SCALE: I"=2' 2 LJ `r.'i .,.,..y� �(#iz y K� I. 1 z �W z �0 Z -I W ab W U ZLi Li o� m � o � w � o �w Q o , -- --- - �..-- - - -- - - i 00 �t Lj p�j p O -- - - I" U o 00 O z00 < - 40 0 SWC ° m - ------ o=Y IXC 0 rn�mLLJ L< w Y W CL i_ - o cu i o z w ¢ a 0 r � - - - - 395 - I �# CO w 0 z Ixs, M Ai ' iMil ii - 400 `` � Z Z Cc'), - -- w W La > Z oLLJva VW ^5v ~CIO PLOT DATE. 4/9/2007 2:31 PM - --" ---- JOB NO.: 395 - 060026 FILE NAME: 060026-06-TORTUGA-ST.dwg ' SCALE: HORIZ. 1"=40- "=40'VERT. 11+00 VERT.V =2' SHEET NO.: 6 OF 10 1 A / 4 GENERAL NOTES GENERAL NOTES BEFORE MAVATDITG R/w CAU • M 1. ALL STATIONING IS BASED ALONG STREET OA - CONSTRUCT 6' COMBINATION TYPE SIDEWALK FOR COLLECTOR STREETS 1-800-227-2800 CENTERLINE UNLESS OTHERWISE NOTED. AND 5' COMBINATION TYPE SIDEWALK FOR LOCAL STREETS, PER CITY OF BAKERFIELD STD. ST -3 2. INSTALL SURVEY MONUMENTS PER CITY OF BAKERSFIELD STANDARDS S-29 AT ALL OB - CONSTRUCT WHEELCHAIR RAMP PER CALTRANS STD. A88A INTERSECTIONS OF STREET CENTER LINES 10 AND AT ALL BEGINNINGS AND ENDINGS OF CURVES. OC - INSTALL TYPE M MEDIAN CURB, PER CITY OF BAKERFIELD ST -18 3. MUTCD- MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES OD - INSTALL TYPE B CURB AND GUTTER PER CTIY OF BAKERFIELD STD. I ST -1 2% 4. SIGN NUMBERS ARE FEDERAL CODES UNLESS OTHERWISE INDICATED BY (CA). (CA) INDICATES CALIFORNIA CODES. O - CONSTRUCT 16 FT RESIDENCE DRIVEWAY PER CITY OF BAKERFIELD STD. ST -4 5. PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE " PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE SAME 0- INSTALL 5,800 LUMEN STREET LIGHT PER CITY OF BAKERFIELD AS SHOWN IN THE APPROVED PLANS. SHOULD CONDITIONS STD. ST -14 BE CHANGED, A REVISED STRIPING PLAN SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO 0- INSTALL 9,500 LUMEN STREET LIGHT PER CITY OF BAKERFIELD PAVING STD. ST -14 OJ - INSTALL STREET NAME SIGN, PER CITY OF BAKERSFILED STD. S-40 - 6" CURB + 4 1/2' SIDEWALK i 6" CURB + 4 1/2' SIDEWALK r PAINT BINDERI i" ABOVE GUTTER ` �--- 2 X MIN. 2 % MIN. TYPE B A. C. CLASS 2 A.B. TYPICAL SECTON NOT TO SCALE COMPACTED SUBGRADE TO 959 REL. COMP. (NATIVE SOIL) 60' F 20' i 20' GAS LINE R/W ;I i' it .I I N N PROPOSED ELEVATION -W- EXISTING WATER LINE INSTALL CITY STANDARD AC ASPHALT CONCRETE ` Q289 00, STORM DRAIN MANHOLE @ EXISTING SURVEY MONUMENT STA. 13+03.42 BC 30.00' LT PRC INV. STA. 13+74.82 13+00 0.00' RT GB STD ST -3 BCR BEGIN CURB RETURN LT LEFT 00 CHAIN LINK FENCE i PROPOSED TRAFFIC SIGN 10' EVC BW BEGIN VERTICAL CURVE BACK OF SIDEWALK 12 LENGTH OF CURVE PAVEMENT '�+ STREET SIGN STREET LIGHT 14 15 CATCH BASIN PCC POINT OF COMPOUND CURVE L `�: HANDICAP RAMP 1 CR CROWN OF ROAD PI POINT OF INTERSECTION z 0 40' 0' 40' C&G CURB & GUTTER �? POINT OF REVERSE CURVE J 20 001 RT ECR _PS� 00 4r N 22.5 N o a co HORIZ. SCALE: 1 "= 40' W o 00 + + VERT. SCALE: 1"= 2' U / o1 cn ~ BW STA. 12+78.93 0° o A , 22.5' N , 20.00' LT BCR /41 Q b m I- J 64 44 10+00 30. 0 60' 20' 2' S' /� D `ell 11+003. 11.5" ✓� 16' 12+00 0.519 D a Z � _� N8854'23' W u _ j 0 O En �,. 2' S' 469.00' - ---}- - - U Q `` = 30' 20 40 STA. 27.00' RT 11 +47.09 H STA. 13 TORTUGA D Ur 0.53% o A BW ;71 STA. 12+78.93 Q 20 00' RT BCR - 6" CURB + 4 1/2' SIDEWALK i 6" CURB + 4 1/2' SIDEWALK r PAINT BINDERI i" ABOVE GUTTER ` �--- 2 X MIN. 2 % MIN. TYPE B A. C. CLASS 2 A.B. TYPICAL SECTON NOT TO SCALE COMPACTED SUBGRADE TO 959 REL. COMP. (NATIVE SOIL) 60' F 20' i 20' - 6" CURB + 4 1/2' SIDEWALK i 6" CURB + 4 1/2' SIDEWALK r PAINT BINDERI i" ABOVE GUTTER ` �--- 2 X MIN. 2 % MIN. TYPE B A. C. CLASS 2 A.B. TYPICAL SECTON NOT TO SCALE COMPACTED SUBGRADE TO 959 REL. COMP. (NATIVE SOIL) y E R42' STA. 13+03.42 30.00' RT PRC is< cn � v, oo• ' 121 F F 19 �`� V 18� r F 17 o Ld F -ATO TOGA d;EL M R DINE STA. 0+00 - 13+-74. PAVING SECTION: 0.25' - TYPE B,.04' MAXIMUM, MEDIUM AC PAVEMENT PER GEOTECHNICAL 0.42' - CLASS II AGGREGATE BASE INVESTIGATION FOR 0.50' - COMPACTED SUBGRADE TO 95% REL. COMP. (NATIVE SOIL) TRACT NO. 6419 BY 5 - TRAFFIC INDEX GEOCON INLAND EMPIRE, INC. DATED 45 - R -VALUE JANUARY 10, 2006. I I E 1 27.13' 1 98.5:3' 1 l Is I L i 3 EXISTING GRADE I - AT CENTERLINE o^d N CE � - - -- - - - - -- -- _ ----- --- I--.-. --- ---- --- --N ---- -- -- --^ i -- _t I M 400 i 1 i l FINISH GRADE j i I C-0 - . .51 % t j i J 395 �=0-51% � ----- -- -- ---1- -- ° -- .. ------ - -- - NORTH FLOWLINE SOUTH FLOWLINE - - 3 j j 1 27.13' 1 98. IL C EXISTING GRADE ; m AT CENTERLINE j od ? N 6, 400 Lod I uj I I z ' Ijj i , 1 III i i s 9 I I ; I 1 U FINISH GRADE - j � s -O s=628% i 1 , 1 I I I i 7 j 773) I i 1 3 1 , i 1 - j a I i 5=0.53% I 1 395 I � I - --- --- -- -- ----- -j ------ --_ 10+00 11+00 12+00 13+00 14+00 M u F 04 H 20540 POINT OF VERTICAL INTERSECTION M STA. 13+8 0.00' LT GAS LINE R/W DI N N PROPOSED ELEVATION -W- EXISTING WATER LINE INSTALL CITY STANDARD AC ASPHALT CONCRETE ` Q289 00, STORM DRAIN MANHOLE @ EXISTING SURVEY MONUMENT STA. 13+03.42 BC 30.00' LT PRC INV. STA. 13+74.82 13+00 0.00' RT GB y E R42' STA. 13+03.42 30.00' RT PRC is< cn � v, oo• ' 121 F F 19 �`� V 18� r F 17 o Ld F -ATO TOGA d;EL M R DINE STA. 0+00 - 13+-74. PAVING SECTION: 0.25' - TYPE B,.04' MAXIMUM, MEDIUM AC PAVEMENT PER GEOTECHNICAL 0.42' - CLASS II AGGREGATE BASE INVESTIGATION FOR 0.50' - COMPACTED SUBGRADE TO 95% REL. COMP. (NATIVE SOIL) TRACT NO. 6419 BY 5 - TRAFFIC INDEX GEOCON INLAND EMPIRE, INC. DATED 45 - R -VALUE JANUARY 10, 2006. I I E 1 27.13' 1 98.5:3' 1 l Is I L i 3 EXISTING GRADE I - AT CENTERLINE o^d N CE � - - -- - - - - -- -- _ ----- --- I--.-. --- ---- --- --N ---- -- -- --^ i -- _t I M 400 i 1 i l FINISH GRADE j i I C-0 - . .51 % t j i J 395 �=0-51% � ----- -- -- ---1- -- ° -- .. ------ - -- - NORTH FLOWLINE SOUTH FLOWLINE - - 3 j j 1 27.13' 1 98. IL C EXISTING GRADE ; m AT CENTERLINE j od ? N 6, 400 Lod I uj I I z ' Ijj i , 1 III i i s 9 I I ; I 1 U FINISH GRADE - j � s -O s=628% i 1 , 1 I I I i 7 j 773) I i 1 3 1 , i 1 - j a I i 5=0.53% I 1 395 I � I - --- --- -- -- ----- -j ------ --_ 10+00 11+00 12+00 13+00 14+00 �-- 2 X LEGEND' DEPRESSION PVI POINT OF VERTICAL INTERSECTION - -G- - GAS LINE R/W DI DRAIN INLET 000.00 PROPOSED ELEVATION -W- EXISTING WATER LINE INSTALL CITY STANDARD AC ASPHALT CONCRETE HWCP HEAVY WALL CONCRETE PIPE O STORM DRAIN MANHOLE @ EXISTING SURVEY MONUMENT TYPE SIDEWALK PER BC BEGINNING OF CURVE INV. INVERT • SEWER MANHOLE w FIRE HYDRANT ASSEMBLY STD ST -3 BCR BEGIN CURB RETURN LT LEFT 00 CHAIN LINK FENCE i PROPOSED TRAFFIC SIGN 10' EVC BW BEGIN VERTICAL CURVE BACK OF SIDEWALK LC P LENGTH OF CURVE PAVEMENT '�+ STREET SIGN STREET LIGHT & GUTTER PER CITY CB CATCH BASIN PCC POINT OF COMPOUND CURVE L `�: HANDICAP RAMP 1 CR CROWN OF ROAD PI POINT OF INTERSECTION z 0 (CALTRANS STANDARD) CD C r,�9 STA. 3+70.00 '0 �� ,` `' 20.00' RT BCR s C&G CURB & GUTTER PRC POINT OF REVERSE CURVE J 20 001 RT ECR _PS� 00 NEW WATER LINE �-- 2 X DEP DEPRESSION PVI POINT OF VERTICAL INTERSECTION - -G- - GAS LINE RADIUS DI DRAIN INLET 000.00 PROPOSED ELEVATION -W- EXISTING WATER LINE INSTALL CITY STANDARD EC END OF CURVE RT RIGHT C3 DIRECTION OF GUTTER FLOW TYPE SIDEWALK PER EP EDGE OF PAVEMENT SS SANITARY SEWER00 31.42 "R", VALUE STD ST -3 ECR END CURB RETURN SSMH SANITARY SEWER MANHOLE 00 PREVIOUS "R" VALUE INSTALL TYPE "B" CURB EL ELEVATION 0.00% SLOPE, IN FOOT PER FOOT STA. 8+63.82 i ?0 & GUTTER PER CITY EVC END VERTICAL CURB STA STATION 0 PROPOSED SIDEWALK STANDARD S-1 I '0 + STA. 1 +42.00 A BW z 0 (000.00) CURVE TABLE SD STORM DRAIN CURVE DELTA LENGTH RADIUS TANGENT C 1 44'24'55" 27.13 35.00 14.29 C2 44'24'55" 27.13 35.00 14.29 C3 268'49'50" 197.06 42.00 42.87 C4 90'00'00" 31.42 20.00 20.00 C7 90'00'00" 1 31.42 20.00 1 20.00 (000.00) EXISTING ELEVATION SD STORM DRAIN � EXISTING PAVEMENT FL FLOW LINE SDMH STORM DRAIN MANHOLE z �B FTG FOOTING TC TOP OF CURB OO PROPOSED SURVEY MONUMENT GV GATE VALVE TP TOP OF PAVEMENT 24 FT SECONDARY ACCESS DRIVE - GB GRADE BREAK VC VERTICAL CURVE Ln TO BE LOCATED WITHIN RIGHT OF WAY 2 VP VENT PIPE - - - - RIGHT OF WAY 40' 0' 40' HORIZ. SCALE: 1"=40' VERT. SCALE: 1"= 2' TORTUGA DEL MAR DRIVE SEE SHEET 6 ` STA: 7+71.32 9.900 �9 24 J F STA: 8+04.71 - o STA. 1 +20.00 40.00' LT BC n ngn .9� 39 46 �� RANCHO VIEJO DRIVE SEE SHEET 8 STA: 4+92.50 CD / TA. 3+82.49 51 LT z.. 5+90.00 T ECR STA:" 5+27.50 F n � 4+00 ON 0 0 I 72.50 52 10.00 JL WAY CIL 85.00 VIEJO DRIVE CIL �'JR b/ STA. 1+42.00 STA. 3+70.00 a _> '1120.00' LT CB BW A 20.00' LT BCR ' z �B F STA: 8+49.71 r _.� 30' . 2+00 3+00 5' 2 120'60 23 --+----- - No1•o5'3i'E 310.00' Ln 2 STA. 1+00.00 0' 8 s 7.p 5 20' MAR AZUL WAY CIL '8.62% 30' G STA. 8+63.82 i ?0 B TORTUGA DEL MAR DRIVE CIL r�90 � I '0 + STA. 1 +42.00 A BW z 0 CD C r,�9 STA. 3+70.00 '0 �� ,` `' 20.00' RT BCR s ' \'s1 J 20 001 RT ECR _PS� 00 4+00 ON 0 0 I 72.50 52 10.00 JL WAY CIL 85.00 VIEJO DRIVE CIL \NEER �'JR b/ J� 00 �i Pr) A?� c01, a _> 1U� O j O ci V O `r-zLZ ' z 0 Ln � z 0 a U Li 0 m w a 0 \NEER �'JR b/ J� 00 �i Pr) A?� c01, a _> 1U� O j O ci V O `r-zLZ ' STA. 1 +20.00 STA. 3+90.00 / 00 40.00' RT ECR n 40.00' RT BCR 0) 42 STA. 1+27.45 H 1111 STA: 6+52.50 F w 51.19' RT 10 22 STA: 9+56.32 \\\ 53 STA- 9+64.71cr F F STA 6+77.50 az TORTUGA DEL MAR DRIVE RANCHO VIEJO DRIVE �W z DEFT SIDE MAR AZUL WAY STA. 0+80 - 4+30 SEE SHEET 8 ' z `, LaU, PAVING SECTION: 0.20' - TYPE B, .04' MAXIMUM, MEDIUM AC PAVEMENT Z� Sfy- PER GEOTECHNICAL 0.42' - CLASS 11 AGGREGATE BASE n, INVESTIGATION FOR 0.50' - COMPACTED SUBGRADE TO 95% REL. COMP. (NATIVE SOIL) TRACT NO. 6419 BY m 4.5 -TRAFFIC INDEX o 0 GEOCON INLAND EMPIRE, INC. DATED 45 - R -VALUE 0 *JANUARY 10, 2006. Q o { 3142' o00 LC r7 rn d O EX TING GRADE U U I w a, o o O AT CENTER! )NE! om Wo w Z ao 00 00f - - - -- ----- -- -- ---- ------ ' Os- °' °� - -- -------- Z3 Y j 400 �I 31.42' j j �x o a Lu cr LC v' -i W w 0 i - - - - W - - - ----- - -- ; - - -- - - - V) m f w w I -- -_ - - � -- - -t - S d m^ wm ' -� N --- ; U -- 0 F-iM Q� j Za 3 m e _ I U I I ♦ V m AT FLOWLINE 395 Q ; _f.- - -4 ------------ i8 co W WEST FLOWLINE Z _j EAST FLOWLINE ---- 0 s �- �- -- 31.42' LC 4__ ---- - 1--- - - - -- - - --- �'� ! EXISTING GLADE ct �, CO CO AT CENTERLINE I m- w 400 a 0 Q - -- -- -31-.42' - -- I -j - -- - -- - o - - - -- --- - ce-I LC �j +� p o � a - I Z '_ i w g W ...i o cc) 00 W� I - --_- ? \NEER � �I�R bi 00 g Y� � M � d V 0, Zai 0��93a�P 00 00 W 3 Cj ry Ct� S K m W W Z ,Z J W h W U V Z W ryn, m f� m W O O ` a- a_ a o o03o W p� O U QI U Zo U O z p co 00 Z ~ O w p OM N (o c W cr v m W LJ c3)V) m FW- Y U LU U O c >>>0 CUj W m Q Z W /C'[ x (\u/•J W ui W � Q O W O O V r = cl) W a Qx o (L o �Z Z F-ww 0V:5 W M' qt ^i WO "Z o") F -W > LU Q PLOT DATE: 4/9/2007 2:18 PM JOB NO.: 060026 FILE NAME: 060026-08—RAN.VIE.—ST.dwg SCALE: HORIZ. V=40' VERT. 1 " =2' SHEEP NO.: 8OF10 z O V) zo U Lu W m LLJ ^[ \;J 0 O \NEER � �I�R bi 00 g Y� � M � d V 0, Zai 0��93a�P 00 00 W 3 Cj ry Ct� S K m W W Z ,Z J W h W U V Z W ryn, m f� m W O O ` a- a_ a o o03o W p� O U QI U Zo U O z p co 00 Z ~ O w p OM N (o c W cr v m W LJ c3)V) m FW- Y U LU U O c >>>0 CUj W m Q Z W /C'[ x (\u/•J W ui W � Q O W O O V r = cl) W a Qx o (L o �Z Z F-ww 0V:5 W M' qt ^i WO "Z o") F -W > LU Q PLOT DATE: 4/9/2007 2:18 PM JOB NO.: 060026 FILE NAME: 060026-08—RAN.VIE.—ST.dwg SCALE: HORIZ. V=40' VERT. 1 " =2' SHEEP NO.: 8OF10 RIVIERA DEE SOL DRIVE *009TE P. S J > W AR ENA LAN A) A= 1.7 C. AY RANCHO _VIEJO DRIVE U II k -j Lz M _AIJ TRIBUTARY AREA NTS DITCH W1 2" ASPHALT OVER NATIVE GROUND NATIVE NI SIDEWALK GROUND CURB & GUTTER FLOWLINE A. C. NATIVE GROUND r_EDITCH CONNECTION v NTS RANCHO VIEJO DRIVE SEE SHEET 8 10 F STA: 6+77.50 cli ,:,I (D -STA: 7+22-50 XOGIra 9 BW_ 9 STA. 1+00.00 ,��ARENA BLANCA DRIVE CIL STA. 7+45.00 RANCHO VIEJO DRIVE CIL 01 53 STA. 1+20.00 GB 14 40. 00' IT BCR BIN + STA. 2+55.00 o STA. 1+40.00 20.00' LT 20.00' LT ECR q END OF PHASE 1� W I I 8VIII0 00, � 30 5' oe) o .-7.s 7. 60' 2 5 30' 1 STA6.01!+40.00 I STA. 2+55.00 J 20. 00' RT ECR 20.00' RT 0.00 STA. 1+2070 END OF PHASE 1 40.00' RT BCR BW #48 STA. 1+27.32 50.31 ' RT RANCHO VIEJO DRIVE SEE SHEET 8 40' 09 40' Fm !!!n HORIZ.SCALE: 1m=40' VERT. SCALE: 1"= 2' RAW LEGEND AC ASPHALT CONCRETE BC BEGINNING OF CURVE BCR BEGIN CURB RETURN 10, Bvc BEGIN VERTICAL CURVE BW BACK OF SIDEWALK CB CATCH BASIN CR CROWN OF ROAD 2 % C&G CURB & GUTTER DEP DEPRESSION INSTALL CITY STANDARD Di DRAIN INLET TYPE SIDEWALK PER EC END OF CURVE STD ST -3 EP EDGE OF PAVEMENT INSTALL TYPE "B" CURB ECR END CURB RETURN & GUTTER PER CITY EL ELEVATION STANDARD ST -1 EVC END VERTICAL CURB (000.00) EXISTING ELEVATION FL FLOW LINE FTG FOOTING GV GATE VALVE GB GRADE BREAK INSTALL TYPE 3 BARRICADE PER CALTRANS STANDARD PLAN A73C FIG 396.13-\ 1 34' WITH W-31(CA) SIGN WITH OM4-3 MARKER. BARRICADE IS TO GO FROM FLOWLINE TO FLOWLINE TEMP. SUMP TO CONTAIN CHAIN LINK RUNOFF. SEE LEFT FOR DETAILS. FL. 395.73- rc'kl/lr_ PER TANDARDS 7_' E � C.O.B.B STANDARDS 4D (� AND L W I.. C) D Z Z 0 0 W c� INSTALL W-31(CA), "END" SIGN WITH FL. 395.68 - OM4-3 MARKER AT PHASE BOUNDARY OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED AT SAME TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. SEE MUTCD SECTION 3C.04 FG 396.08 TEMPORARY SUMP DETAIL NTS 2,176 SQ.FF. (OWNER REQUIRED TO MAKE $5,000 DEPOSIT TO CITY OF BAKERSFIELD, WHICH IS REFUNDABLE ARENA BLANCA WAY STA. 1+00 - 2+55 UPON CONSTRUCTION OF PHASE 2) PAVING SECTION: 0.21' - TYPE B, .04' MAXIMUM, MEDIUM AC PAVEMENT HWCP GENERAL NOTES 0 GENERAL NOTES R/W INV. INVERT BEFORE JWAVAING SEWER MANHOLE LT LEFT _0___o__*___o_ CHAIN LINK FENCE CAU * USA 1. ALL STATIONING IS BASED ALONG STREET + CONSTRUCT 6' COMBINATION TYPE SIDEWALK FOR COLLECTOR STREETS 60' PAVEMENT 1-800-2217-2600 CENTERLINE UNLESS OTHERWISE NOTED. PCC AND 5' COMBINATION TYPE SIDEWALK FOR LOCAL STREETS, PER CITY HANDICAP RAMP Pi POINT OF INTERSECTION OF BAKERFIELD STD. ST -3 PRC POINT OF REVERSE CURVE 2. INSTALL SURVEY MONUMENTS PER CITY OF PVI 10, I 20' 20' 000.00 BAKERSFIELD STANDARDS S-29 AT ALL -W- CONSTRUCT WHEELCHAIR RAMP PER CALTRANS STD. A88A - 7 6" CURB + 4 112' SIDEWALK cl INTERSECTIONS OF STREET CENTER LINES AND AT ALL BEGINNINGS AND ENDINGS OF CURVES. Ss 1 1 INSTALL TYPE M MEDIAN CURB, PER C17Y OF BAKERFIELD ST -18 6" CURB + 4 112' SIDEWALK PAINT BINDER i" ABOVE GUTTER SSMH 3. MUTCD- MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES 00 INSTALL TYPE B CURB AND GUTTER PER CITY OF BAKERFIELD STD. 2% 2'''' % MIN. 6 2 Z MIN. 1p, STA ST_ I I I E I I 1--i I I-- [= I �lr= SD 4. SIGN NUMBERS ARE FEDERAL CODES UNLESS OTHER WISE 0 EXISTING PAVEMENT SDMH STORM DRAIN MANHOLE @ INDICATED BY (CA). (CA) INDICATES CALIFORNIA CODES. 0 - CONSTRUCT 16 FT RESIDENCE DRIVEWAY PER CITY OF BAKERFIELD CL TP TOP OF PAVEMENT STD. ST -4 vc VERTICAL CURVE 5. PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE SAME G) , - INSTALL 5,800 LUMEN STREET LIGHT PER CITY OF BAKERFIELD L AS SHOWN IN THE APPROVED PLANS. SHOULD CONDITIONS STD. ST -14 TYPE B A. C. BE CHANGED, A REVISED STRIPING PLAN SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO 0- INSTALL 9,500 LUMEN STREET LIGHT PER CITY OF BAKERFIELD TYPICAL SECTION CLASS 2 A.B. PAVING 0 STD. ST -14 NOT TO SCALE COMPACTED SUBGRADE TO INSTALL STREET NAME SIGN, PER CITY OF BAKERSFILED STD. S-40 95% REL COMP. (NATIVE SOIL) RIVIERA DEE SOL DRIVE *009TE P. S J > W AR ENA LAN A) A= 1.7 C. AY RANCHO _VIEJO DRIVE U II k -j Lz M _AIJ TRIBUTARY AREA NTS DITCH W1 2" ASPHALT OVER NATIVE GROUND NATIVE NI SIDEWALK GROUND CURB & GUTTER FLOWLINE A. C. NATIVE GROUND r_EDITCH CONNECTION v NTS RANCHO VIEJO DRIVE SEE SHEET 8 10 F STA: 6+77.50 cli ,:,I (D -STA: 7+22-50 XOGIra 9 BW_ 9 STA. 1+00.00 ,��ARENA BLANCA DRIVE CIL STA. 7+45.00 RANCHO VIEJO DRIVE CIL 01 53 STA. 1+20.00 GB 14 40. 00' IT BCR BIN + STA. 2+55.00 o STA. 1+40.00 20.00' LT 20.00' LT ECR q END OF PHASE 1� W I I 8VIII0 00, � 30 5' oe) o .-7.s 7. 60' 2 5 30' 1 STA6.01!+40.00 I STA. 2+55.00 J 20. 00' RT ECR 20.00' RT 0.00 STA. 1+2070 END OF PHASE 1 40.00' RT BCR BW #48 STA. 1+27.32 50.31 ' RT RANCHO VIEJO DRIVE SEE SHEET 8 40' 09 40' Fm !!!n HORIZ.SCALE: 1m=40' VERT. SCALE: 1"= 2' RAW LEGEND AC ASPHALT CONCRETE BC BEGINNING OF CURVE BCR BEGIN CURB RETURN 10, Bvc BEGIN VERTICAL CURVE BW BACK OF SIDEWALK CB CATCH BASIN CR CROWN OF ROAD 2 % C&G CURB & GUTTER DEP DEPRESSION INSTALL CITY STANDARD Di DRAIN INLET TYPE SIDEWALK PER EC END OF CURVE STD ST -3 EP EDGE OF PAVEMENT INSTALL TYPE "B" CURB ECR END CURB RETURN & GUTTER PER CITY EL ELEVATION STANDARD ST -1 EVC END VERTICAL CURB (000.00) EXISTING ELEVATION FL FLOW LINE FTG FOOTING GV GATE VALVE GB GRADE BREAK INSTALL TYPE 3 BARRICADE PER CALTRANS STANDARD PLAN A73C FIG 396.13-\ 1 34' WITH W-31(CA) SIGN WITH OM4-3 MARKER. BARRICADE IS TO GO FROM FLOWLINE TO FLOWLINE TEMP. SUMP TO CONTAIN CHAIN LINK RUNOFF. SEE LEFT FOR DETAILS. FL. 395.73- rc'kl/lr_ PER TANDARDS 7_' E � C.O.B.B STANDARDS 4D (� AND L W I.. C) D Z Z 0 0 W c� INSTALL W-31(CA), "END" SIGN WITH FL. 395.68 - OM4-3 MARKER AT PHASE BOUNDARY OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED AT SAME TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. SEE MUTCD SECTION 3C.04 FG 396.08 TEMPORARY SUMP DETAIL NTS 2,176 SQ.FF. (OWNER REQUIRED TO MAKE $5,000 DEPOSIT TO CITY OF BAKERSFIELD, WHICH IS REFUNDABLE ARENA BLANCA WAY STA. 1+00 - 2+55 UPON CONSTRUCTION OF PHASE 2) PAVING SECTION: 0.21' - TYPE B, .04' MAXIMUM, MEDIUM AC PAVEMENT HWCP HEAVY WALL CONCRETE PIPE 0 STORM DRAIN MANHOLE INV. INVERT 0 SEWER MANHOLE LT LEFT _0___o__*___o_ CHAIN LINK FENCE LC LENGTH OF CURVE + STREET SIGN P PAVEMENT -<> STREET LIGHT PCC POINT OF COMPOUND CURVE HANDICAP RAMP Pi POINT OF INTERSECTION (CALTRANS STANDARD) PRC POINT OF REVERSE CURVE NEW WATER LINE PVI POINT OF VERTICAL INTERSECTION -G GAS LINE 000.00 PROPOSED ELEVATION -W- EXISTING WATER LINE RT RIGHT cl DIRECTION OF GUTTER FLOW Ss SANITARY SEWER 00 "R" VALUE SSMH SANITARY SEWER MANHOLE 00 PREVIOUS "R' VALUE 0.00% SLOPE, IN FOOT PER FOOT STA STATION PROPOSED SIDEWALK SD STORM DRAIN 0 EXISTING PAVEMENT SDMH STORM DRAIN MANHOLE @ PROPOSED SURVEY MONUMENT TC TOP OF CURB CL TP TOP OF PAVEMENT 24 FT SECONDARY ACCESS DRIVE vc VERTICAL CURVE TO BE LOCATED WITHIN RIGHT OF WAY VP VENT PIPE RIGHT OF WAY PER GEOTECHNICAL 0.42' - CLASS 11 AGGREGATE BASE INVESTIGATION FOR 0.50' - COMPACTED SUBGRADE TO 95% REL. COMP. (NATIVE SOIL) TRACT NO. 6419 BY 4.5 -TRAFFIC INDEX GEOCON INLAND 45 - R -VALUE EMPIRE, INC. DATED JANUARY 10, 2006. 0 31.42' LC WQ� cr Q) 0 lZi t6 + + EXITING GR, 0E U) t6 CL AT ENTERLI VE u') + -- - ------- V) d W . . . . . . . . . . . . . . . . . . . . . . FINIS GRADE &: FLOWLINE CON'T 7 C. 7ON PHASE 2 cc> - ------ C) N STA. 2+55.00 Lu - - ------- ---A' END PF PHE1 Z < A, IMPRFVEME TS WEST FLOWLINE EAST FLOWLINE -FG 396.13 2' @ EXISTING SURVEY MONUMENT w FIRE HYDRANT ASSEMBLY 06 PROPOSED TRAFFIC SIGN CURVE TABLE CURVE DELTA LENGTH RADIUS TANGENT cl 90'00'00" 1 31.42 20.00 20.00 C2 90*00'00" 1 31.42 1 20.00 MOO 12' E_v- ER tFACE VATION SECTION B -B NTS 6"-10" ROCK FOR ENERGY DISSIPATION PURPOSES 396.08 SECTION C -C NTS Ll OVER ROUND SECTION D -D NTS IV) !NEER v__ ljR 00 to W� m b z 00 .10 z uj cl z Of M 0 �z �ry� Q 0 UJ a- 1�c CL < 0 L'i o W 0 cn LC Ld (i fcnt 0 C) N C) 01 + +1 EXISTING GRADE co AT CENTERLI qE io to L6 0 + FINIS P _ATN EL GRADE O.WiLk, E_ . . . ..... 0 0.7 FLOWLINE CON'T .7 ON PHASE 2 z STA. 2+55.00 0 LU _____[__END`_ DFMASEFT-_ z_w IMPR ITS 01 1+00 2+00 3+00 4+00 SECTION D -D NTS IV) !NEER v__ ljR 00 to W� m b z 00 .10 z uj cl z Of M 0 �z �ry� Q 0 UJ a- 1�c CL < 0 L'i 0 cn Ld 00 0, In ME I�D uj m CL U 0 Z < co 00 Z CD Lj rn cn X Z3 70 < CD != Ld W m ui 400 �!c -i 0D < Li 0) U) M Q U . bo uj cu Of cr_ 395 r CD LLJ > !NEER v__ ljR 00 to W� m b z 00 00 0, In ME I�D uj m CL U 0 Z < co 00 Z CD Lj rn cn X Z3 70 < CD != Ld W m ui 400 �!c -i 0D < Li 0) U) M Q U . bo uj cu Of cr_ 395 r CD LLJ > m b z .10 z uj cl M 0 �z �ry� 0 UJ a- 1�c < 00 0, In ME I�D uj m CL U 0 Z < co 00 Z CD Lj rn cn X Z3 70 < CD != Ld W m ui 400 �!c -i 0D < Li 0) U) M Q U . bo uj cu Of cr_ 395 r CD LLJ > z WW { a co cr -m a: a. 0 40 Z10 z od CL LWL J (m 0 0- C14 0 z03 It LLI Wz aV) w F_ F- > 0w I ! 0 )0. z 3' IL W N� 0 Lo PLOT DATE: 5 24 2007 4:35 PM JOB NO.: 060026 FILE NAME: 060026-09-A.BLANCA-ST.dwg SCALE: HORIZ. 1"=40' VERT. 1"=2' 9 OF 10 m z z WW { a co cr -m a: a. 0 40 Z10 z od CL LWL J (m 0 0- C14 0 z03 It LLI Wz aV) w F_ F- > 0w I ! 0 )0. z 3' IL W N� 0 Lo PLOT DATE: 5 24 2007 4:35 PM JOB NO.: 060026 FILE NAME: 060026-09-A.BLANCA-ST.dwg SCALE: HORIZ. 1"=40' VERT. 1"=2' 9 OF 10 i TEMP AC MEDIAN CURB SIMILAR CALLOWAY DRIVE TO C.O.B. ST -2 TYPE M TOP OF CURB OF SHALL BE CITY STANDARD MEDIAN EXISTING EDGE 8" ABOVE EXISTING PAVEMENT TOP OF CURB OF SHALL BE OF PAVEMENT CONTRACTOR TO FIELD VERIFY 8" ABOVE EXISTING PAVEMENT EXISTING FLOWLINE STA. 26+80.28 13.00' LT CONTRACTOR TO FIELD VERIFY C END CONCRETE MEDIAN CURB STA. 19+38.24 FBEGIN AC MEDIAN CURB FUTURE MEDIAN STA. 21+55+.74, 9.46' LT - BY OTHERS END AC MEDIAN CURB TC 398.16 A BEGIN CONCRETE MEDIAN CURB -- - - - ----- P 39749 TC 397.10 TC 396.54 6k� tk e� TC 398.54 lI P 396.43 TC 396.80 P 9 G 1 1 ��'a�C 397.72 g .�� 397.87 �� ti� yo1 6° 396.13 g� �0 §6l' '� L S 0 i � Q g, �_._ _- 6• �A � � � �� X67 L� Fk� r.��1 6- �6° �A�• -�� -------------- el - � - - _ - � � - � �•- -I- ,r I - �-- ,- +00 200 _ 27+00� 22+00 23+00 77�- � �� - TC 398.25 6• TC 39 57 9 �, T - G TC 397.93 6� TC 96.62 11 IL -P 397.490 0 G S C TC 397.35 �� " o P 396.9 �� P 395.95 TC 397.00 �, o E nrl E- �_g.=�.__T�-� i/ FL 396.50 TC 397.13 N ° TC 396.79 N oo E - �'_-_ - - OIL FL 396.63 � � E � FL 396.29 TC 396.19`' I^ FL 395.69 TC 395.83 11 111111111111111111111 FL 395.33 FL 39 A -- X --------- ------------ B STA. 19+38.24, 7' RT C O ,; r .. `� 10m o� BEGIN AC MEDIAN CURB 10 20 AA 21 TRACT 6419 -CD 'ftav ANO RETENTION BASIN , PHASE 2'A-� i' I fTl 40' 0' 40' II SCALE: 1 "= 40' �!RIVIERA DEL SOL DRIVE PRADO DEL REY DRIVE CALLOWAY MEDIAN GRADING r W W w � pw 3:p W Z O Z w 57'-70' 9'-10' c� 55' 9'f z LANDSCAPE c/)LANDSCAPEASEMENTE I EASEMENT J J (/) W J I Q 13' 7' 41 ' 6' w 51 'f 4' 24' 52'-64' 6' Y Y 1 0.75'' J o 2' SAWCUT LINE SAWCUT LINE 4.1 MAX m 4.1 MAX m�- -- EX f 2.1 �-- 2% MAX ..---- EX f 2.07o-± 1-227o -_� -- 2% MIN INSTALL STANDARD r� INSTALL STANDARD EXISTING PAVEMENT -------TYPE SIDEWALK TYPE SIDEWALK TO REMAIN INSTALL 8" AC MEDIAN CURB EXISTING PAVEMENT SIMILAR TO C.O.B. ST -2 TYPE M TO REMAIN INSTALL TYPE "B" TOP OF CURB SHALL BE 8" ABOVE j; INSTALL TYPE "B" EXISTING PAVEMENT TO REMAIN PROPOSED PAVEMENT CURB & GUTTER PROPOSED PAVEMENT CURB & GUTTER PER C.O.B ST -13 PER C.O.B ST -1 INSTALL 8" TYPE M MEDIAN PER C.O.B ST -13 PER C.O.B ST -1 CURB PER C.O.B. ST -2 I INSTALL 8" TYPE M MEDIAN CURB PER C.O.B. ST -2 SECTION A SECTION C STA. 19+38.24-20+54.36 (NTS) STA. 21+55.74-26+79.04 (NTS) SECTION A SECTION C NOTES: w 1. ALL REFERENCES TO CITY OF BAKERSFIELD STANDARDS w w NUMBERS ARE BASED ON THE REVISED SECTIONS z PROPOSED FOR THE NEW SUBDIVISION & ENGINEERING 0 CL -' DESIGN MANUAL 1 W 55'-65' 9't 2. REMOVE ALL EXISTING PAVEMENT EAST OF THE SAWCUT 1 LANDSCAPE LINE EASEMENT J _ J 2 o X 51 't 7' 118' 41 '-52' 6' Y W 0.75'- 17.25' ;, o SAWCUT LINE :1 MAX m 4 3 --- EX f 2• 2� MIN o INSTALL STANDARD TYPE SIDEWALK EXISTING PAVEMENT INSTALL 8" AC MEDIAN CURB REVISfON 8 APPROVED BY: W TO REMAIN SIMILAR TO C.O.B. ST -2 TYPE M TOP OF CURB SHALL BE 8" ABOVE INSTALL TYPE "B" &PROPOSED PAVEMENT CURB & GUTTER ti' I�5 EXISTING PAVEMENT TO REMAIN PER C.O.B ST -13 PER C.O.B ST -1 REBEKAH L GODETT 'DATE RCE NO.: 82485 (EXP. 09-30-16) INSTALL 8" TYPE M MEDIANco CURB PER C.O.B. ST -2 /, - r� 1 -� �-_ to . AIN P. SHAW DATE N SECTION B _ �- "'` RCE NO.. 32178 (EXP. 12-31-16) W STA. 20+54.36-21+55.74 a a NTS ( ) SECTION B 0 o ; a W J co > U 000� Q(MMi � W 0 00 rn O CA U m = N Q U LL: o a 00 � r O 0 0 z Z 4J O U U N � D w >- Ld Ci•) W � O W O: Q w Q� 'Ow O to N m F-- LE 3� j c� z V : 0 w © U , N Z V z Y La z 0 Z) o ml LL - Lu crf CLm Lu ` m in QI oLd. Z w x Q> a o 3 CL ail U Ld CL L o z 5 O = z W7 r i' Q p,0 O o_ Z o m Q � Ho a -1 Z W 000) 00 Ld Lf) J Lo o�� F- V W N cn o m o a 0 0 0 o ; a W J co > U (=72015 JOB NO.: 130191.01 FILE NAME: 130190-R-CALLOWAY MEDIAN SCALE: AS SHOWN SHEET NO.: TORR OF 10 000� Q(MMi � W 0 00 rn O CA U m = N Q U LL: o a 00 � r O 0 0 z Z 4J L�oW�^o J U U N � D w >- Ld \1 1 � O W O: Q w Q� 'Ow O to N m F-- LE 3� j c� z N --z rwL : 0 w © U , ��aLa V z Y La 0 Z) Lu m0 ml LL - Lu crf CLm Lu ` m in QI oLd. Z w x Q> a o 3 CL C� U Ld CL L o z 5 O = z W7 (=72015 JOB NO.: 130191.01 FILE NAME: 130190-R-CALLOWAY MEDIAN SCALE: AS SHOWN SHEET NO.: TORR OF 10 000� Q(MMi � W rn O CA U m = Z Q U LL: o a � r O 0 0 z Z L�oW�^o J U N � D w >- Ld N O W O: Q w Q� w0 = O to N m F-- LE 3� j Y U N --z rwL : = U © U , LL a 0 V z Y 0 Z) ml LL - , Lu ` m in QI Z w x Q> a o 3 CL 0 U 0 L � Q (=72015 JOB NO.: 130191.01 FILE NAME: 130190-R-CALLOWAY MEDIAN SCALE: AS SHOWN SHEET NO.: TORR OF 10 V Z Z 1 C'3 O J Z Q V W LL - O W� W Q> o W 0 L � Q z 5 O = z W7 r i' Q p,0 O Q m Q a Ho a -1 Z W 000) 00 Ld Lf) J Lo o�� F- V (=72015 JOB NO.: 130191.01 FILE NAME: 130190-R-CALLOWAY MEDIAN SCALE: AS SHOWN SHEET NO.: TORR OF 10 I GM rLol �e - I{• A -c S,,,H, 1-0%Nby Line !fi GEAIFRAL MOr.'s, I * ""'" `�F` o' err to be - ftrOlpV rMJxa/ alig mey) rrrNrr NOTES I. It dista,ee hal, .Ire to beet N We • AAV wets Hr// ca!/w. to Nv op beer securer OIblr.at are- - - /ho e- when to 0it- he tea w 0.11 , a n Coes es, the eileac . o/ Mr *"If-- pr M68td 'S/mrdard Sptcih'- city 4nion e,- Cass .esralesJ i-"gltutlNYY a :C- C2 or ,eye. wrowt.d a h Y Y COAaT11, Sl" w ConrM:o. OfperAwNM o/ Tis'-. ItrtAtl On', current /Wltion, orM the fo Ines. LT, IMAM 2. n eiMdY :. yl, then S• .i-, D,e % .idi fir - %t d \ General )btes: side-, MY e...thr fie - W,ew N Co. c2. \ e C � w ^! YS •- , , 3. if Mq arts .Non 1.Nnpua to or Al dire, ry ATcof.Prlr one AONCI Ab downs' Al' ny TMfl,c �CdwM � - t•"w-- / -1V--- p ted uhY romp irony. , torn' ew Mass •X' dblesw - 3' (s« c--- -- I AN,MOnt, pr at, EVIOWW, SAAWa* nroAbw $hall A, e, owl leo// M to /wed YMrtf aMa,.ite atiKrts be, red J �CdwRA/ndl/on At, Pl, t- • cainwaaf r, fond be M/Ws'nad asI Tse IIIM ' it Ion f •' S;ddrse� s/nref o, aft feAvide aare.r dw-Yd a .h- N Cow 92 CASE A SuOrlde AIVAarAM sAo// tit conbAsertd A,W E• odes '•tewf• O ., ' ' agy, „yyst 10 910111 v Md C-0ne//e•A ,WithLronRovctron r rYN w wirA 0 D,oetwo. '- -- -- - SOX to a clean of 050 too -- sE 1 f:=, r --s-1 a TN tiler„ o/ 1M rOTM Iltal a0w e r- Cars te shed be, elm C e,3 aeon/ cow ~ 11•N '-.-M,LAlMJ R / 'a •� immI 4 / p, ..b CIO,* Mrt a "Aep be/wrtn 2-I/2' do 5-11Z1. N� 7. The tomo Mb aha 0 12' .,IOr bar. . 1/t• pow. aPro.hlotdy 3/.• r a Y. ,h. I /--, 4 A'1--"'----•-- .waY T CWwNrrh Hal to~ M *M#,w uWfl axe, PLAN 10 »M ,,Arose& x obluned Nom l,4 C/t, Hen A.Ohh eeirfmg eoRrawCl/M1 .sesO drow-hp, dwKh/ Ar The ,C,.V~. t wN..e,e lawaz NseY.g .hw1 issa1N N tater £AApwte . nes w .iI j--- 11'r I I�,--#2- tens." Hal/ or awed re;At a 70 r / !Be Of zt-Pip,NwhO awing eonlow.•a t0/el lm A, SK/Ave 90-7018 1 -i - ben. ,efts, ritls t/v 9'= gpoi0n I- a.aE a'.- o/ err Srarw6rd yroKn/icO"" , su_tshould a -r -Av o/ L,m)LYwe ."// be u rriM-nR of /rye f r--- -------- ----J that. - - -- --. ------,I P h. dwnewto r0-wna pearuMu Nte iator to d.• o -raved AM in /' "'e ant onO dTNew of Cw ELEVAT/ON s. Ramp We As,.I.. onXrmly hon . errnwh or w to 12.52 N aro I0 e- with para.!/ b !M DKA r /M dile. " sewn--. nee "' ro tN"rowM'Nr ronv0. 0,10","1 N Ce.- C2 a D2 1M ra"W aabm may at sung th. at a 0"and The Aw--d ,AWV F Odower, /par• hen. mrrda/ He// ,-.ia Or d,nNNN :l he ped. ewes net e+awd aeric ' 11 SO -1 -Word runes of a rAMdbh, -.A-t tem% oMX i .� >• eared Al/ 0-Awty --r. dub. pants,, 0•x $I*-* COmA'nr,.T Sn'arne/R SA"Ped Sd.WOR k I Lt. Is I I Il '- a.nafr c tact of M6• plopeArd o►x4waJ Hal/ e, , T; le o me-- or MIX (N.w- Ihd..., they sae be a r-; - b Jewcaf oTd remfved. �--S'mn ro."lo.) (a) M.M. ted .• .If- N net nwwle, �1 EsTmhg pev.TxA/ sto// Ae +orae/ and rtm 11 h lj' _. Sbor :TCA pt, bot & I t C2 (sklowe Nos tho, W .we) 44 o -;Aima- at 2 left Iron, ted tap o/ ted -••.'•'-: •'•'' -+-""---` -,� Z 1. `-- Pule, acral wAr. the Cr't, Enil.~ bot --IIPI atMss y 11 I 31 I' .We. I. "ate EI re, , / wo,wrd Mt 0-1-T o/ a nnr Pdlr ogaWft the w...+ 0 -�---- c ' LIP DETAIL I i I `` - il -t!!L n!w. wrosed edge, of ted m.d/p ooremart. SECT/ON A - A • Rrsrmrnf •oolchr,g Hod swn/oim le C/t, - 4 STANDARD TYPE SIaVo4,d S-6 CASE DI son .Ne . CASE D2 She NN. , V. V' LI'�J1�.11 . T,. I._L..: •. " Iy.: I - . A pane, /or dn',r gy cCnrfr ,,,d, ,hal/ M 9w/dr, /ar nee, na-odder ar stip-eed b.itOngr os sed lorM e GROOVING DETAIL octalmt tram )Ar Oto-ImMl of Ptak• wares error /o Stoll at tont ChOole, /2 4o.Oto or the BortrrAe/a ,a,ic/Aa/ Code sAel/ p,orior I`W. .�..,�-----_' 4- A forth/ /prMrmoAty gvoraelse (corn arbmdl 10-111. d,rtrroy AR. -OCMs acc 'die," p m this st-r-or &-14- SvcA dimer y opprpocbet Holl Dr - -1111 -1 or hove /bre,: cansfrad,on ""' Hr/orM,eovina.17191 //dnrssvyprnlsits. gueronl.rd Ar cosh, "Atlee'MCA, a" C."ea'ote ,arch bond oAAfored oy 1M City Ano,ney as t NONE E /slog t+frtwomay M surely, Mdlt"is, mnd,dan to hnel epproro/ end Kceoton,-r ,,r ChV1 da,/dng -specter M Ap ro 1h sronOO"O s &no, S Sven aired, W/!Nt end sieer0/Af sAo// be in etis- / an wTr rrd� fuD/ec l to bgwora/ be, the aa/ht &I Kcu posey re red bud"ing o, p"ooe,ly /ince ar Mre th,v, ronrlrKhe", grMronh.d by / :r cosh, corn Ire check ar Lw,Porofe surety DoM em n a)f ah»? CALIFORNIA S-41 0-tharily Ord C,ry Eng,M." 2NOINEERING DEPARTMENT STANDARD TYPE Aron ' Nn01 apafOrO/ eTd acceptance by the Cniel B ./ u d, /y n,spscror for occu pency ro fed An/ern 9 REVISED JUL '69 O ri- r 0 proptrJ . 1 r CALIFORNIA glrow, .V be, STANDARD oc122 My L1d01N801ING OEPARiMRNr..,.,.j irz;ot,- I Jr . ti RESIDENCE STA.0+56 I " ��'104•"DRIVE WAY A.` M° " "Alone, CITY OF BAKERSFIELD t} �I Ar! 7V CALIFORNIA S-4 - LNGINtere. O LaPARTM/NT I L D __ �- ? r " 2 'D I e- 14- 'C: D z .-C': sir =6 ;;a,,: I ;0 D. cv<'<'' :;'a: r 1 d A - n. ifs:.. :,.�tL:r," »�:•:.::.p i'.•-.�:-:._:.,:' volume -1206379 o,hor yerM Per &,m/ foo/ VO4-0 w 00590 cuAi'7>vtlfper 60ad/ fav, CURB AND GUTTER CURB AND CUTTER TYPE A- TYPE "B" I i _ I i\ I . .-i I I cents N2tfMw004321 aubre yard per /(,"i 4W �` - +'":: V �..• . :. CURB AGUTTER V01 -00m0 100487 cubx yefe per ///mo ;60, I TYPE eND C" ROLL-Top i GUTTER GENERA4 ,I i All the tStandardMall SpeciNfication the State OflCatlifornniaa,of r 'c-exe ala g" :sAMrtnacoy aAArae tA.TM Depart4ent of Trarsportation=, current edition and AbnfJ,AdAM l,txr sYawrtmrI ewf ,M,AjA the following beneral Notes: Il°`"°"'net s'+N••'aw^ ;"o -AA 0"-h1w74cr sarmun i s11.yoar A'ssenmwt=r. rn't 4; 'rod Y'"arbJ dW [a svtl2w. lits axe, w nAvnbeh" nv m C'aw' dsa oeR i = m'nwawix JI $09 b s dk.M d A A.m4 - cup .nil A,7M cwJ,KnPr rhwg occrry.My oche .are wAf may ar ob,aMe now fed Lle„r„Mr Carswr.. Ar evrb 4M aaMyI// b Gbi B" /Sfaaf/ e• PoNk• went I row .cos, Ot .ren 2 fa ds-al.rye • trea.r Ar -f Joon - arr6eW a ted ssw qb yp dvafsv /e- ,w, ,wTYoyWd a e N SNpJ s .Vr i awl a, tit Ant IAM ,2 /"ow l � INd M ,2+0 SKAtn ,2 ` 1wh AWlep' rtIIr ar0d vex eN!)M atLA'rYq r /hf JlAOa-" abw.1. &u• Imp. � ,� l a J,arIM eew011y fent pNR a ANV .W.;;,-1-- g Cel rrJlwYt nsy Nn•rr eriwey orM orM ,P/MTr new b M rrrr11CN, now r o c ,,. Ax Ak. o ma er r A'1c;r ewamewaT fMl/ n -)M r. eannbte/xw re, , Aesswel- /ar aY -,, m wY ra11HAp�' , ,w wWM, ant's. M fed E r ,CVMMhAw/MCEx -aibYmCorMdmniezHtb roorM ao-h,%,ft 1Sm,r~#q cab eeg)lMEnpmer oilyWtogMrbn . oAwTp n ted A NfnJ KetiTp gosh- e i sv al,a.,prr4 . m-b,V d p alAM.w.v 1 F.&Z tec'A- M ata orM P,l/r rem/ be, fa.ol C r n I o, me, , orbs d n. a - to M nmyurKteq "'-'�•e'• STANDARD • AwJArn.e AAal l iTWn fir cad � /apn,^, v ?ip z /e,2 ' pr:lr ,Ault be, TA «et. eed of /sed xIYOnf EAmtM ,art f/NW CURB AND GUTTER T""� ' w err east fntl d nlYtfwr vex -/ me, al F c e ,rest-• rMes "A,"$,' B C" 'Q bve A trw aafPurrys• /J ,ro6Yty he Mr JAw ff : 4- twors-7 %tp. B'Cwf w.drotA-,f,e#~.,Illhye'f CITY OF BAKERSFIELD Tmt•r Mere il"I' dol t'd naree WPhmwnd rn �/ CALIFORNIA S -' 1 tD11owcsRN40 DCPARTMEN, I -.I CT -1 I I TRANSITION J.).2, 112117 tY IO r a' a i•' ---�I •( I I I 1-11,1flit; I I I, -I 1 I I s OFFSET FROM f URB a GUT E \- 1e, -- STA MEDIAN - Or _ I a,Ra awe a GUTTER +70 f.00 RT. 1.00' T. ---1 2+80 aA9 RT. 4084 T. �! 1 i 2+9f1 7.75 IT,! L 40.77 T. + -- 1X 1 3+00 8.19 RT. 50.50 LT 1 3+T0 47M RL Sa.50 t. �' -J 3.120 1- .25 LT. o --/ !- V _ - Sr30 3.50 lT. 58.00 LT. 3+10 3.50 LT. 54.7 T. --- - V6.00 . 53- T. -_ -� , 3+00 5.19 L 52.41 LT 3+70 175 51-i2 LT. , - O, 3+80 10.89 T- t T. .r -1 a - 3190 tT.00 °', PROPERTY PROPELINE f I � r (, LINE MAJOR ARTERIAL ' i4 Of lY tf117 1Y it 12 4 i �' R/ !��Y 2y -� I >t 1 Ii I 1 II 1 60, W I ' I I 150' STA. 0+74 TO 2470 J Q ,1 125.38' RM 1 K I X1 - 4�Lf ' ,j .474' 7 1 Fi it -_ - _ I 11 1 -E-- STA,2470 : T 8EO1/17APEa ANGLE STA 3425.56 I(♦ Is' ANGLE , 3D'- ',POO I STA. 3.25,511 I . 1 r 1 00 1 II ____ I i <I 1 1 STA. 3+90 STA 3190 ENO ANGLE PT. 9 38' IV It' 40• 9 ,,to . w I . 7 Y 4, i I 4 _ I 11 I USE 1500' RADIUS I , CURVE AT CURB ANGLE PTS. FOR STA. 7420 SMOOTH TRANSITIO (TYPICAL) L.- SELECTED CROSS SECTIONS --- ---STANDARD- Au0.7I9e1 MAJOR ARTERIAL TRANSITION s w. p M 12. z Its r Iz12 ) stew Ir a' AT INTERSECTION WITH iLN 7420 END TRANSITION I I ANGLE ...a MAJOR ARTERIAL NONE -I10' POINT CITY OF BAKERSFIELD # 0+74 FOR FULLY EXPANDED 90' INTERSECTIONS Two SEC •NOSE LOCATION DETNHE I' ON SEI T-55FOR CALIFORNIA OTHER INTERSECTION CONFIGURATIONS .m 040i maws 0"14 finew I I ` w ••' i3'e \ ti w,s.\ "� I NOTES I. It dista,ee hal, .Ire to beet N We • ,-,-I �uwow i -.ri.>=-�-r-I e- when to 0it- he tea w 0.11 , a n Coes es, the eileac . ,^ / / �,,,,. � i �_,,,,r,r� . �� Y.. Cass .esralesJ i-"gltutlNYY a :C- C2 or ,eye. wrowt.d a h Y Y ^""'w""_ •-t" ""• a . �'•� 4 SECTION A -A 2. n eiMdY :. yl, then S• .i-, D,e % .idi fir - %t d \ .=..3 side-, MY e...thr fie - W,ew N Co. c2. \ e C � w ^! YS •- , , 3. if Mq arts .Non 1.Nnpua to or t. •A> � - t•"w-- / -1V--- p ted uhY romp irony. , torn' ew Mass •X' dblesw - 3' (s« c--- -- I ' L �-yy $hall A, e, owl leo// M to /wed YMrtf aMa,.ite atiKrts be, red J - ! - - 4, - Clow D1 -0 02 the 1-94." Tse IIIM ' it Ion f •' Wrtbn fie qe 4da.tll, may Mw to b as aare.r dw-Yd a .h- N Cow 92 CASE A SECTION CEMERAL AlOrEJ I O ., ' ' o mw o"'_w""""r """" a N twew.0 a.. oww r Mdw N the rYN w wirA 0 D,oetwo. -rI "ft...w novel, need net M psYer. NO Uu Nimun .NN e1 the wnp OW M a' 4 -1 -- sE 1 f:=, r --s-1 a TN tiler„ o/ 1M rOTM Iltal a0w e r- r Vr• err of u. 31 4:. Ti1wM /r,t Hr/Meals vol .R /Ae srA 061, ,rrlt h ( aAF41 ( 7. The tomo Mb aha 0 12' .,IOr bar. . 1/t• pow. aPro.hlotdy 3/.• r a Y. ,h. I /--, 4 .waY T ureael revel wine . w haw o VM weaned ours-. rsemot son. ~Ass. EApanam laMr Hrt be located et 10 Hen A.Ohh eeirfmg eoRrawCl/M1 .sesO drow-hp, dwKh/ Ar The ,C,.V~. t wN..e,e lawaz NseY.g .hw1 issa1N N tater T nes w .iI j--- 11'r I I�,--#2- -. N roe stun. OIL ramp M Neel h N .Nnlr at n rsa e. k, a hwaire- EV"/ .e:N SAW -ohne/ ARWI cnnsit/ 0, 3-6'mrMrrn , all ~ foMf and 1 -i - ben. ,efts, ritls t/v 9'= gpoi0n I- a.aE a'.- ,'t'',w•✓ :ser' ...::"',.". su_tshould ON,a�d w b anew b- 1, dYMt oww, •' "'" `,��, 81 JU eww • w MJ CASE H2 P h. dwnewto r0-wna pearuMu Nte .1 tGuJ,N_ Cwb- s. Ramp We As,.I.. onXrmly hon . errnwh or w to 12.52 N aro I0 e- with r-- ---� " sewn--. nee "' ro tN"rowM'Nr ronv0. 0,10","1 N Ce.- C2 a D2 1M ra"W aabm may at sung th. at a 0"and The Aw--d ,AWV „mey., `"a', ., !.wwr"a d,nNNN :l he ped. ewes net e+awd aeric ' 11 A pohme, At, see.&* censffucden and rocas. i r r ter. REffiOEIS -"- a who dmi rew, N >• eared 1 e.4ed to - .Awhg Nlsdy. two rwe Ong iTI 11111111. I Lt. Is I I Il '- MMpMhxltrd (sl -T.-,, ea n Caa CS mey he Ntrowed to 4; (B) Ot" rwnp Oreow may y YWJew"d 1 jl , otos w .+::,. ( i 1 - le o me-- or MIX (N.w- Ihd..., they sae be a r-; - I � i ,_ { I ro."lo.) (a) M.M. ted .• .If- N net nwwle, �1 y, \,--.. w -., ,w,. .Nm mey e• doar.owtl to S, (D) i,- protlarm moa M ainnoto it one poo. dos nos -owed III CASE ClCASE C2 (sklowe Nos tho, W .we) Awai Awd1 1. `-- py Ay oaoropriofs 14-;11=ms al cnopror /&.W -".,t 11 I 31 I' .We. I. "ate EI re, , / n - __,.\ pl : - w...+ 0 -�---- c ' LIP DETAIL I i I `` - il -t!!L n!w. y 11 I f Iii t I Iii sew N.I.6 • L - 4 STANDARD TYPE worn... sl,• -,.n CASE DI son .Ne . CASE D2 She NN. , V. V' LI'�J1�.11 . T,. I._L..: •. " Iy.: I - . e.1.1s...r. e.+wr' " " SIDEWALKypr GROOVING DETAIL SECTION C -C f. JLNE Q 19116 ._ �' . STANDARD `us'-zo-e I`W. .�..,�-----_' 4- A Y T PI CAL SECTION ""' HANDICAP RAMPS aML tone.., ---'=- _•i NONE ',.- ,n---- ------ ~� Ap ro 1h sronOO"O s &no, S Sven aired, W/!Nt end sieer0/Af sAo// be in etis- / SIDEWALK CITY OF BAKERSFIELD /ince ar Mre th,v, ronrlrKhe", grMronh.d by / :r cosh, corn Ire check ar Lw,Porofe surety DoM em n a)f ah»? CALIFORNIA S-41 DETAIL Fir 2NOINEERING DEPARTMENT CT- 11C -,111'1414 "- I •1 1.Y/F' ser 60' FOR 11aLY EXPANDED 90' INTERSECTIONS SEE 'NOSE LOCATION DETAIL" ABOVE FOR OTHER wITERSECOON CONFIGURATIONS. \ ' Sli at I ` i ' �'7j1 I I 11se S /J' Mo x JI I EEnERAc Nor£, AV -# rno6 / cw,r arm / h M o it ods. OM est' rout o/ Int il' C oft type c orM tMithd ' 1 S O/raWd ..;Pecb'. iv. I M/ r4.n .•-, 3 sroh d 6I Ca a ' /W OtporMNw" a naw• �.�LIP LINE :..' •D.:' :li..-:.o... loll." pavfeaM' ova red /alxe.dg 40fcx/ O,er•#i,ns. _.. tap SYDP• prflaronen t snot be Are , fie Also o+oo 1 - • 3 MAJOR CLrb rod4ns ro Arae! a/M Hess f - I/, trds aa,tmerAM O/ m " 90j ro o darn r OSO /tel. I I 10I 1 12 $hall A, e, owl leo// M to /wed YMrtf aMa,.ite atiKrts be, red Cwa:,rte Hod Ae ante '�' Nc41 HC// NOSE LOCATION DETAIL + � • � II r E/egNOtr. fr ' -zl 2-//2' awe S //2' 7110 Mee a .sump ser An e, _ avJotl sow/ M /k.uMO b newts eve aTats S' 4' am eposy r m arpr- ENOwivnmm D"ARRMEM 1Q ! G Jec/Wn a %/e a floor Hp1w/Od NN)aM, OVld CEMERAL AlOrEJ I O ., ' ' •J{ . 3 .•.6:...:.. n , I !.- I '':':o rYN w wirA 0 D,oetwo. Iiiii�i orM the following General Notes: , :',p ,:.. 1 1 . �::.'• -. • - ... A. COMBINATION TYPE Cohen# s60/l M uveal swYA 41/rev LTmoar.r "s ctskp,° " SIDEWALK ,1 maWtpynv to 90.2,°B °/'M bsO�ci/e°rory Ti1wM /r,t Hr/Meals vol .R /Ae srA 061, ,rrlt h ♦ YK red 1.Kr.h and aMd coy M hfr /Ave /1g•" Mie/ rfw Ming "fKeM *~ �F^h fond As inaMl/M at 6 eyarrfio,T mmis of 60 feet AV eon is" rhe l M h.R•ere R hook nye esew . few Var nee arwA frmsle. ~Ass. EApanam laMr Hrt be located et 10 Hen A.Ohh eeirfmg eoRrawCl/M1 .sesO drow-hp, dwKh/ Ar The ,C,.V~. thee» tone o/ a fhccyli neer of the ends r Ceft,Wr rued d•,reke - e#drwe wR/ers Daae ,rAAAwA It' ew.b Mtw . ' 1e:6' mAiwee n R -I awe R-2 fax,• EV"/ .e:N SAW -ohne/ ARWI cnnsit/ 0, 3-6'mrMrrn , all ~ foMf and Pea/rnMe Atfror of e orp,", M&A", Crppaiii new mate- o atroo 1 t, A ew0 0 Wane "AW441 is caeftmcrfe.. SW 1*8 ~ be, fere to ~eMi Goer a' N' 11' dB' .Thiot/xr.OiK/t0 9' At. city 1 I EngOtherwise,s "Er a rev Nor ae.ro/A CpIt1N h' c M h bbCAs Wan e� nslmg tGuJ,N_ Cwb- location tout/ conform s diivithe yr and roCOlien 70 lnOte n plate. 4S• /A1orJ , i Editng &dw.e, sMl/ be AaWxol red "--ureal the Nrrt blew,trt JOA, P� )� I I.wwl at sung th. at a 0"and The Aw--d ,AWV M i --.a1 STA.2+EI ' ' A pohme, At, see.&* censffucden and rocas. i E' i , '. 14 I strKrian AM//be am~ Nom !M Depor,hHO l a Pvb/c W lk$ ped fMe I .tint Kcprpo,V Kho/ Work I� 'r�^ W ' ._L I All' venonce M f/ri color, err -ohrru/,tom MAJOR . 1 -f R; _or +aver L M^ f standard ,// leowre 0 fpe"b" pNmd ft - the OIy Coiner, i I a , c u' I St.-Wd Aub Rerun ,VOW fA0!/ De 20 /eft an/eff Ow/olianr prom nY cwnpnofA» type fAlnro/R.sueh at fkedoid d mlonOWillg l�ya,ngyDOp#•mi/led 4 C � rMr,» ainacte0 by fed Cry Engn.w py Ay oaoropriofs 14-;11=ms al cnopror /&.W ANGLE PE !0' Mw of red Munic/o0, Cade. TAPER 11' 2' of 24' 24' Y 2' 0 - 4 STANDARD TYPE L•awbu'rat% on T res trot s ,'stow le f SIDEWALKypr G- Smndcrd T 7 V I t ii fact 1 V.I. men N pppp . 7. I`W. .�..,�-----_' 4- A Y T PI CAL SECTION B"/d" fere" new, emodeted, - 0 0-4re A-deugs + ANGLE �►OINT r fr 1-th in ChOphr R.40n , SKlhA2.40.0/0 of Ili _ /M BoA.,We/d Ah n/e/p -40 ,be// 0-d' came,." curb., owfms and sidoomm. eeeo"O /ng o"cole, 1f STANDARD e, &122, e,9 Ap ro 1h sronOO"O s &no, S Sven aired, W/!Nt end sieer0/Af sAo// be in etis- / SIDEWALK K WeDan /ince ar Mre th,v, ronrlrKhe", grMronh.d by / :r cosh, corn Ire check ar Lw,Porofe surety DoM em G MB/NA7iON %YPE ;7m-�, approve by he cry Attorney as a rnrwd;an ro STANDARD TYPE Aron ' Nn01 apafOrO/ eTd acceptance by the Cniel B ./ u d, /y n,spscror for occu pency ro fed An/ern 9 CITY OR BAKERSFIELD IELD O ri- r 0 proptrJ . 1 r CALIFORNIA S-3 I i L1d01N801ING OEPARiMRNr..,.,.j / USE RADIUS g. ON S' I 1' ser 60' FOR 11aLY EXPANDED 90' INTERSECTIONS SEE 'NOSE LOCATION DETAIL" ABOVE FOR OTHER wITERSECOON CONFIGURATIONS. \ CURVEEAT CURS A -SLE PTs. FOR SMOOTH TRANSITION. (TYPICAL) ` :. i' r , -11,. * 60' .,11 1. 1 :�:4r:'- �.�LIP LINE :..' •D.:' :li..-:.o... loll." f ' ..•..':D:.•• : !;.:fib.• h4 N.pewi.w 4. o+oo 1 - / MAJOR aoKfr N 1'ienflrs, AT INTERSECTION WITH ./ I 10I 1 12 wiwt�L sTA. a+ss MAJOR ARTERIAL 12' 12' 1 11' ENO TAPER CITY OF BAKERSFIELD ARTERIAL NOSE LOCATION DETAIL Ia 90' CALIFORNIA T-5 s' S' 4' am eposy r m arpr- ENOwivnmm D"ARRMEM Fort NDN -EXPANDED ort O •- CEMERAL AlOrEJ I O ., ' ' All work Shall LT3nfOr6 to the applicable sections of the 'Standard Specifications, State .•.6:...:.. n , I !.- I '':':o PARTIALLY EXPANDED INTERSECT104S .:' :; I I74- : orM the following General Notes: , :',p ,:.. 1 1 . �::.'• -. • - ... A. SYOpeM ata.reerw Jeal/ M s.Wan.W/fr ase, te ,•ear •. t..., > .'•: D:_ ,.. / orM snare sKtn„ -tit coolo-ho, N AO% h e #Mill 4e A.10 fent ASYr Alpreals . . . " a.r . edea- ~1 N Corr s' tS e'er/ .Wil ji ho w,AY 242' h St} -Aker. TYPE orM-2" MEDIAN CURB Ti1wM /r,t Hr/Meals vol .R /Ae srA 061, ,rrlt h !Extruded) " red 1.Kr.h and aMd coy M hfr /Ave /1g•" Mie/ rfw Ming "fKeM tj�, AV eon is" rhe l M h.R•ere R hook nye esew . few nee arwA frmsle. PLAN 12 10 Hen A.Ohh eeirfmg eoRrawCl/M1 .sesO drow-hp, dwKh/ Ar The ,C,.V~. 110' R/W Ceft,Wr rued d•,reke - e#drwe wR/ers Daae ,rAAAwA It' •9' I C-Owt Shoff N wrld aids a -INN 'emsoamd cemPfri,g ro -.40,;m90-7.0/ r red S/MOwd 11' I2' 24' SG' lir' ,1' specABrerhne. 11• 04'12 12' 12' 12' lir' N' 11' I , 1 I .O :NS I-) ft,~ Gail, Erp.wdnr pA, Ree M -w- . a- N tui waf r every JO' Yids .rrr ew ,W- len, , I$.- +, , c 10) ElweVl GWOs• IwImhw0 rei pew Sari T ♦ N Lwere"Whoe r/5 Aste,rem. wctNm of Ina oaaeel(c.wmr _ SiANDARO pec 9 sBt STA.2+EI 82 MEDIAN CURBS - K.M. ' L.D. TYPE eon, wM-/,e B RA•t.,ve — •' 101J6' A/W None Nina 6EGIN TAPER CITY OF BAKERSFIELD . CALIFORNIA S--zb Ill i1, LM', =4, 34' 11' w,t� - EI'NBINMMINO MPAW MEM 'r�^ W ST- f MAJOR - 1 1 I IP► F-v+� 1 COLLECTOR - i STA,5+13 ANGLE PE !0' Mw TAPER 11' 2' of 24' 24' Y 2' 0 le t + ANGLE �►OINT M i 1 / I jIw- I i I I o STA.0+56 I / USE RADIUS g. ON S' I 1' ser 60' FOR 11aLY EXPANDED 90' INTERSECTIONS SEE 'NOSE LOCATION DETAIL" ABOVE FOR OTHER wITERSECOON CONFIGURATIONS. 2�2 X 8%j' CARRIAGE BOLT CURVEEAT CURS A -SLE PTs. FOR SMOOTH TRANSITION. (TYPICAL) D, -. .w'... r :. i' r , -11,. 11 I .,11 1. 1 :�:4r:'- I :..' •D.:' :li..-:.o... loll." 1 �` STANDARD ZAP G 19114 ' ..•..':D:.•• : !;.:fib.• h4 N.pewi.w 4. MAJOR COLLECTOR 00 naw et1 re0er, d' la"A, ' .,,. '*•tl: :f .':. aoKfr N 1'ienflrs, AT INTERSECTION WITH See I. Al PG eon sent ~M,. I 10I 1 12 wiwt�L sTA. a+ss MAJOR ARTERIAL 12' 12' 1 11' ENO TAPER CITY OF BAKERSFIELD (Formed) TYPE IMM MEDIAN CURB Ia 90' CALIFORNIA T-5 s' S' 4' am eposy r m arpr- ENOwivnmm D"ARRMEM pYlt, -hod M exon h I OeW,MI.-lint cwAag h JM O 11 ii ill ._ - — - I I l• .- --T--r 1 Cowl red fir GENERAL NOTES ed eve nth 6' 'ttwee,. NI .at -ol <Mlm ato ,he aaphcabk uclios of he "0-1_1 to-SlMaard Sp lcolid". St." of c,i" e. Bushes, ane LMspot.Loo A...,. of-1mmt of Tr icototm; -hent "I.I. , orM Inert xeew Pronims Luminaire the' be wbm hood type, hill, preswn Md- M, .illi Tine IV ProIN<CUx Ca end d bdl0at Ykh pwAes 55 vdn to the bubo A Type N rehodd, shell be used of nlMMtbo., aid o Type It l.ro-1e, shop be used of ,'d-b:ak lacolms lens shill be O., o pair onote Posta Bub snag be 100 ..it, (9500 lumen) M mop • saeeis as 70 .aHt (5600 IurnM) M btu sewn, Sled POO. most MY. and arm cwnectien shill onto- to Slate tY Standards fa TP, 15 WP 9oo 'looked Narm Concrete V mast Concretea dumlwst Piles stay dos be used Submit vo,hcalms for eppovtl 1 1/4' Pup bo. th ll be sae 3-112 Md shall be tooled within 5' of the POLE f. 4 1/16' street Not ad k,tt 11 dusk .ilh the tlbodk. fiord (3/t' mo.) .r snap w paced under e. Pill be. lar aonop (Me detail PW 11' WN. B«T CRQE bo. tower ehtll bt markW b dmldy It as sheet I.p,lnq. ern hot Yell w ,rrcaul tock LT ORAE 1Y l�q nam ped uNey campoy unKe bot t0 me Pon both of Ile s3 este of fine P srtal w Po stn, load a stranded copper. The utlity comPYy sap be notified Pte, to and ..ePresantalw. anal BASE PLATE DETAIL 9 .,,,,I d,rng, My .o,k .0. the ;deity co,pMys Service b0.. rn9 from the Wit ba. m ,tic hnninoo Mw be J12 min. w" a suMsed copwr. Vdlap arw hon the utaiy eomPoy ,,-sloe bo. to the Nmnait shill nef e.teed 5. Vdtoge al Na utility eanpMy 'I., ."vice oil still w 120 Y. 1111 Y. mo, be uses n -Mail ehcum- 4' x 6 1/2' Handhde and cover •tante, abject to " appova a Ne City b9ahi Groi non9 're from the lumina,. to one Ta rq rad shill be 18 bare with 1/4" s 1 1/2' reinforcement cower. An :-line I- n the .n iOneded coil,, l a'on",_ ring weld to W third. of hole. MI, Md a 1/2' .. $' long copper a capper ckd po.ndN9 ,.it rued be looted h the Wil bac. 1/2' N grounding nut welded to inside off pile opposite St4kN T (he NO bo, shol# erymol be I ed old tit fed ,illi on roved ekclra aPv a teat. . hondhole. 'p Cred1it -nap be 1 In' meet- m tfaneter tdedule 40 ripe no - 12' x 12' x i' Bose plate see meldic cond,it confonilg to A Sidi UL 651. Conduit shop rlr,- detoil above), here o mnimlmn caner or It'. Sndla chart may be used whore the type of pole tit not deco, I I/2• conduit. wb)RI to the 4 ASTM A-307 anchor bolts• cop-ol of f. Gly Eq-, 1" x 36" x 4" with he. nut, Golwnnt steel Pa. Mo mostMn elle ating, ramn9, Md leveling nut, and 2 washers .ddehq N CMformoce rill AS'Y A 123. Gtlnmae of ,-.bit for each bolt. orris, hchven9 onehu, bets, n cant -dace, lith ASTM A 153. Grout under base after leveling. II \\'II` p.L. P L -� i* '? it r 1 1/2' Conduit with 16' uGNT P«E U 1, a radius bend. 6 al Goss 8 non -reinforced �e Box WALL 2-6• precast foundation. Compact bockfill to 90^, TYPICAL LOCATION DETAIL 2'-0" 1 relotive compaction or a3 1/2 PULL Box 0 or a use one sack cement slurry against undistur- p• bed soil 6'1 6' CONIC CCfUR - 6 . 7- �- GAYEL (SI<' .Al) 11 ��II PULL BOX DETAIL . -. ,em a/W/.. 11 I1, e,X 1/to/w IL y - STANDARD '^ - LRT Alternate fieidcast STREET LIGHT aEtxmL,a foundation, Gas' B MAST ARM TYPE —, .Or concrete placed against undisturbed •""O"s 2'-6• 1 CITY OF BAKERSFIELD S-31 d arm CALIFORNIA .I- NGINECIING OEPARIYENi Sl Yoe, ibh� r[ -;;;;,%i - --'/ 7 : -A/MmDrs Farredry Cwb A„ar "leis rfOJM VA•d9d rile mcAM s w eyd. Rehlrc;ng ftrel, I.t tee of" rift-• F tit . 1—,.+44-4[-: 4 - t 'i•i=4•-�. T I �" }'=. ',y,,..'`'ICY nId -,-� f -I ; I Fear/' ne- I t Ver 1 Y .-L� Mei d ftiT nets rod- ' Cr n I i-, I AA 1 l :11t, and EKY/te 4, Kf rA a M � drh •+ I if in fir i!' P'eP M �1 r, `-T it/7' /P ry art be/1 tee N ro cos Dee A r" .�\ L. T' \ rim nernYts....... tsee vaesl f` \ :... .:. C / FiMe B ` I ",� A %S sed . Q T4j 1 Iry - ::.. ,. • -16 Car- , 1 J � . \ w•J•'....:' : r. y ..�-.4. +.- { 1 r `t 1•-- YY I �� I I I' . 1 I. - 41 �� ., Trtr� I I •• - 'Mf, STEEL PLATE DETAIL 1. 77". tits Mr dew. end lmbrdded into, GENERAL NOTES- -1/ /2' CrN1rY PLAN l Ae CwKrftr fAON M Class we orM Had Ar wiM:e 2j'/, 57 J/sR• Alkeeelur 2 slab to be porery tickw/d/c .rte s intro M .A" ridt eat I, T" A•arree I ea Mq/SJp xrm 2- aanrfrucrfd a ,.placed. SiW*M o/ AV/ t Apse/ ssx•.0 hp 1:1 aacitr Mee OW match flog, nmH,ee/w ane od,Adf o/ te✓Kfnr roh,"Ar zfcnwf (err, neem,/- ail ,'-'Sot sit 3 WALL 7N/CWf5$, r. 6'treMt .Mn, ,hl&410 f/YdA/w oqw/,-., j mesh", N>11", 7.6' �-- s%ee.aR sheath f;'MrJ 1 b >d/re, 7•d' 1 r e��' . _' V r re, •-Y. • .• �- Cann bate wWh shed M mvto"or 0 ,?--W-A ;L'�� ,;'Cee •,•, ,...: rA/CIMsf if Pow-" against earth n btu o/ -ls/de /dee /ams �'�It, • 4 way elafdrg evnet natoo' When H,S'r ,rsf L,7' (. , ar. Mrs. wolf tret.eing Most /imrtt shallot re/nfdsrd so 4 aW :'>' rrfA Ala.4 DKr at /d' QC, DOM "tyro 4/t nal, a/Cng ,A./, II. V -/P$- M Ne. 4 "It !j Char err 110111411 tori' un/rrf 1% ,res. A,kki ' •' 2'•O'm/n. 3 Al copped meta/ pro, rhal/bt gdrdwe eMK lab-lcofx.. • 6 Sodsi III sneer be /,troll" WAM /mph of dieitem 0....b a • Rwud." RIAM 5'0" Ho/I At 4"1" r nor inert then Sr QC and Mt �" top )n/tAnttt : 4 Irtt /hoe J'C OG _ '..'I: . , . . 7 whew turd eshoreg -'for Sire A-. ,-M slid A,ef-vi w bor I SAfM to 00#1 i m "iomerN SAO# M Installed NOV, ,W/ or (mMd"ed J-ef .';� 0/1 .V,"6M i A9- 0016 endo t2 Por'/tuff be as specifier ar, of dhecJrd Dy led Eninen. red ..4-�.y . � .. . a, 0c, I 1 cY M p . Me rAOrbt mo a be, , pas M t K'td D T � •�•�.�• 11/f E ted. r eW is I • .• . • • A al Mort food roti%arm ro me opo coat mdOM a dsa• 7T - j'S• ---'• j r•� spoenheplmnr Mnt#"'S/ondo,d Sperih'eohonr, State Of IMhAS rnowirt nwea , California, Departwent of Transportation', current edition. P---•--y-"M1 -1 .....$-Wedt if Arti,nd rite tanfraHo, SECTION A -A :`%.-An4Dw-rata. :. :.•:.,;, JUL b9 ',!�✓../, t CA a Revise" 9/22/82 1.' : >.. 6. ypee/ STA HOARD `: fr.rsft \\ red rL.If •.. �/',".-. CATCH BASIN wEca 'i - }•72 -min '1•iI. i.:A tin. TYPE A" wr.r REINFORCING AROUND PIPE CITY OF BAKERSFIE.A' S -I2 CALIFORNIA E .-O'...N DEPARTMENT n-14 I- !' d' 4' ji"/ g. ON S' I 1' 1 I 2�2 X 8%j' CARRIAGE BOLT .::.., ' ' .0: .: 4..:' -...:.:.: D, -. .w'... r :. i' r , -11,. j" Nips'a:.- .,11 1. t�[_1i, • :�:4r:'- :.'a• ::... ; `,. ;'...: o' Iiv /4' :..' •D.:' :li..-:.o... loll." CITY ENGINEER. ' ..•..':D:.•• : !;.:fib.• h4 N.pewi.w 4. D .: %: -'''J. •'' : ,. • V.,, i naw et1 re0er, d' la"A, ' .,,. '*•tl: :f .':. aoKfr N 1'ienflrs, •.•: p'.•-: r..:._•h, . - • • ''a:'.: 7.p:-: •. See I. Al PG eon sent ~M,. •es TYPE lifili MEDIAN CURB 111luilding leapper (Formed) TYPE IMM MEDIAN CURB nom, TIMBER s' S' 4' am eposy r m arpr- • pYlt, -hod M exon h I OeW,MI.-lint cwAag h JM O •- CEMERAL AlOrEJ I O ., ' ' All work Shall LT3nfOr6 to the applicable sections of the 'Standard Specifications, State .•.6:...:.. n , I !.- I '':':o of California, Departnent of Transportation', ci rreflt edition .:' :; I I74- : orM the following General Notes: , :',p ,:.. 1 1 . �::.'• -. • - ... A. SYOpeM ata.reerw Jeal/ M s.Wan.W/fr ase, te ,•ear •. t..., > .'•: D:_ ,.. / orM snare sKtn„ -tit coolo-ho, N AO% h e #Mill 4e A.10 fent ASYr Alpreals . . . " a.r . edea- ~1 N Corr s' tS e'er/ .Wil ji ho w,AY 242' h St} -Aker. TYPE orM-2" MEDIAN CURB Ti1wM /r,t Hr/Meals vol .R /Ae srA 061, ,rrlt h !Extruded) " red 1.Kr.h and aMd coy M hfr /Ave /1g•" Mie/ rfw Ming "fKeM tj�, AV eon is" rhe l M h.R•ere R hook nye esew . few nee arwA frmsle. PLAN 12 wows erxMer ,VIA$ en 1. Be .Wft , Me "Wrase/Am Hen A.Ohh eeirfmg eoRrawCl/M1 .sesO drow-hp, dwKh/ Ar The ,C,.V~. > Ceft,Wr rued d•,reke - e#drwe wR/ers Daae ,rAAAwA It' Or eAAalOed ,ie, foe C//r E.gN.r. I C-Owt Shoff N wrld aids a -INN 'emsoamd cemPfri,g ro -.40,;m90-7.0/ r red S/MOwd f specABrerhne. E."Nor -how, of Ise* ~I M aewee, Y fed Mrh M red wore fe M naationi safld. MONUMENT .O :NS I-) ft,~ Gail, Erp.wdnr pA, Ree M -w- . a- N tui waf r every JO' Yids .rrr ew ,W- len, , I$.- +, , c 10) ElweVl GWOs• IwImhw0 rei pew Sari REVISED JUL 119 N Lwere"Whoe r/5 Aste,rem. wctNm of Ina oaaeel(c.wmr ,al rwe N4 Aseewdmaf ,,#e ay// be ,freer .w -,r.: beh"A fed curb tad ease Soo" sort tArd" SiANDARO pec 9 sBt Oft. IS ave. a 2" '?"Ye, -Eller cNw.Wca ene fAalJ M anreoba.r 1' .Aro fed orb war hof. a.r/x,e 82 MEDIAN CURBS - K.M. ' L.D. TYPE eon, wM-/,e B RA•t.,ve — •' N tertles ANncy. Osnroneal of TrewspxeatiA•"curranl .Niton, None Nina ' CITY OF BAKERSFIELD . CALIFORNIA S--zb EI'NBINMMINO MPAW MEM 'r�^ W ST- f I ..--,.- -� .s'i l �• j ``t 'I SA•00 WN Pir• ! FNric -7 Gave, Y • . 2 72 we r,, Y, peNr.tw . a1Nr wes,.e Z . :- bellows. ., ,e9 orM 1yrN 7 peer, sarYYaf r i 1W M 3,FwsyY,� •.� boar as# r,lnceripstl 1 leve ..ew4 . , : / r tat r c r ea»' tvtestM/ P- M / 4l<d F w11 R 1+r w , M.,M / WNM-{I.., r.k .{I, ..✓r /boob - 71..1 . srp .- , .. ,l. i -- haaN-17/7'0.00-14" . Fram•.I' , P• N- Oco+ � , , L72 lits-, �. ' 1 2l,: NM • .S ,de anew toed i Sa4t1 .Ilk ."it ted' , SA* Tae I.it I , ,.Cs .lib ':•/ ' . y,. /. NA - 1 li' t- , ) b •nrw'6'rc.cMc. -CNYY ec sac• .f GM Peas . S VY Q0. Geed Pont. 2 He'0.O Ww hos Ones ►w T-- "a .I. 5.70 ./Not ', 4 �W Y 10 FOOT FENCE PEDESTRIAN PEDESTRIAN GATE ,.:weed-, GATE ca.p.it'MY, -.Mara / oltr .rOwng, aer4Na ton eve I wore r �" neo , .0 T ec[ , . : 29l ant tI YP - v`'� .. 7 i Y eN�).. .. ;=-:15181n- pm . 12 IM • Frl•gh..rl� ef0.6 ern - . . ` (r,,��w fent _ 2 NOr !�.- . a 2.9 wive, 0.0 coed pIw ' s�l' TrsK-N--- COw e"."�TlIMO r'b, in vl-1 /. 1 iL NYsa.VI + a DxgsnN. ,°I •. \Clow'6' fico CYC woe. Ili*new one. •1 DOUBLE GATE 'Mn' a GCNERAL NOTES, UsgrN• Me tweeie. .nen be o..,"I.d ,Its. N 01.03 orM Chmn - Lint films 146% sh., -.lour N no MkojNo:te.a at ASTM t wre„r. - ,-"Ill. we I”, N a N"" .1 D.SO Ion,, or q -.I r - A 392.,t,." L I C -Ni wed. be cities *9, its weal owd will N N,Nn 2 V2' N Nle..,.,I.. of I. -Il .nil 4.1.11 ..red M in dce,.MN• n,h ion ,arts Srw-A noulnm.Ns o! so". 80.4 .t the -t..,d faoh.Nie1N, S..,t N Swhw .1 ovcw., spell he .-'I'd -Iln,.nd MUM N. -O. Colderma, eu.mwe TirnserlNwn Aew•w, oos,hi til el TrMSWWW.. C-00 .near ni h. wahw. Current edition, and these beAlerAl hotels ...bteNw Nes Ili. City Ew woos f/iM .,.,sun gp,owt Qeb.n pnr n' rhe.. �N.�pwdl.d y C.OI fNmew pw.p $-10 Yon be csnM.ed CM es rats M .wed .- • ON P -9-1-W c.rhq c -.orM A. OrpnE 1. So-- 90.70.9 1 the SNM.rd SNcHb j,-c End. cone, .14 file. Pole. whoa h w -w N ton Atr-, slss RE''. iL• t'Sr-r _) JUL 'S9 001, ..w "..red d..pMl w'..'e". wow, cord IS _ w,n•..... ".......n. q0-M.NYa• le.el ,rue ,Oil. .e" 4r.4hotin , Nos. ",he.nm ..•d . ,Moon wNro ,., STANDARD I • 7 Am who wdw11 ,twis. acne. i. r.Yurd d seer .. uN0 .,m -' ""�"-�""-P'{'- 3.6-f -.. c.«e w' -award ,hot Ion. vel. ac I.1%.a CHAIN LINK -... I, .wed 0.0- .,w saw YI, be ,emI nth eve of ION. • F, w$ $hall be ../..110 tt/h . "96 we .wed, .,w .re.0 - GATES 21 /. pend Moss'.. M4 ,•o...M,.. d. . N A. . CITY OF BAKERSFIELD ,gar, CALIFORNIAS - I I CNOIwarcluHO O[M PAR}M7 n- IA ►/worn L«� 11111 - LL I . . .- ;;� I I -- '111 (Ii EllI + 7taRlud I.arMNe �IFF-- +Awftb Leave TYPICAL LOCATION PLAN FOR INSTALLATION OF STREET SIGN POSTS .ed ,seta Ath111 Wee d M M .w ,iek --.alar alto- r wwb =.,Y=. ayr ww Y Lawa Aaa • / '! b ,I 1 sk-OW IM"m II - r son 2'd-- o �I�E �1, I -THIRD : 'L i i 000 I ! 1 eat N' aWe. akwciwn v""" Cb -V ►CG r son W-Cmimlwr DETAIL OF SIGN PLATE DETAIL OF SIGN POST SPECIFICATIONS S*o,wedded "I be oom"miod by a eNtlftgay M five owmnwm b cfN slmeera 0 Slpn pwlnb be etude of 0125' d wNmwl pia, out to �dknwNaw OpecZ. 0 PIaNa Shoff how MOW4W4V grodk luliF r*ftft*hd O finish -lays" kurkpawq W silref copy.(boM sides) i*rmd Mail N Mowkha-H"ns CA, ft Sal or ,ler dR-red pt sda I-1tebb O SW4 fechlg Noffb an bad and lace( oowbobr sweets ON cat asrw-Wnre, shell be taonekrd else (as SIwW I. Slant facing 9offt on dsaw afor e W/wcet kora sed y ftok MO* ONNcb "I be MOM afbp(30`X8')w/5' •01•'e �' Maulw. for Otter Maw be Hmkkm-"aMdm Caeihe .credal• Pavel lMD) VP 90'aaeoiew VHF -(ND) VP.105 (901 ant Vow Pe -f Rim cap V14F•(ND)YP-107(2G) to IN 2'I.D. plot or mPreete 06la, Initial two 5/16' It 3 1/2" flows Nowegh pipe cop ably, Ota&, ties S" of bele se orf Na /Ms-Raf. a Oil -, Special Deign Veleeci4"wf Fmlwwr W41II-(MW III PT V.Wxw 'Iwed, i/2"lsgsh, nasiwl w wine ape.or, a spat Maly be used. � STANDARD 57fllsoN STREET SIGN DETAIL OF FITTINGS POST TYPE FOR PIPE MOUNTINGS CITY OF BAKERSFIELD W-0 CALIFORNIA w6R*MRL40 DeatAlr7Ns71r CURVE DATA A Is 36'14'58" A= 36'14'58" R=60.00' R=2.00' Lwe 37.96' L=1.27' T as 19.64' T = 0.65' • 36.66 15' R11 1'RAD - - _._•____-- TYPE "K" 14' _ _ MARKER + RIO � �- 1 te I 1 R"._ _ \ 60'RAD \ I . 2'RAD\ I • - \ \t '411 CENTERLINE DRIVEWAY OR STREET SIGN MOUNTING DETAIL RIO R11 CENTER OF SICN _ -T- 2' flNISH -LEGEND TO SIGNSCRADE CLASS e LV- ° 2" GASTEEL PCC 2' R10 - DENOTES "ONE WAY' PIPE. TYPE B.S.S. 3" SIGN PER CALTRANS TRAFFIC a. -I MANUAL • T- RII - DENOTES "DO NOT ENTER" SIGN PER CALTRANS SUBDIVISION DESIGN MANUAL .R7 2 TRAFFIC MANUAL Pres a ONE-WAY MEDIAN OPENING — TYPE "K" MARKER SHALL BEI WTH FLEXIBLE POST MARKER YELLOW - kine-. 14' WIDE MEDIAN scarf N ON WHITE PER CALTRANS CITY OF BAKERSFIELD SHII TRAFFIC MANUAL. CALIFORNIA T-8 DTT' Ehow,' ENGINEERING DEPARTAIENT Edge, Aa N.th 1 oNi..N }----_- } it f Di.mad eeh, }�ewA' • 4 A If' wolo ---- � I �f 63,III E .4Vet SECTION A -A w 4pWaFyw.lawr . %. Metes' -0-4- a ti Coni -p Mab aa.ys amiaiim of it. specification far Otey _ troll Cmtulp, Sona) OP.iallofia. ASTM1(lalnti A•6, Clan Na30E. AN FHw wa ate Carew dwx be Neth 9,a, coal iron, free hew Warp -east e.rdN ti ON c N d shill oReM ant awe a Wali-anllba tinted TM row Of franbe they litre", twee M this aw•r "I be Ww 1n -d M a a tk,"N•ra"Iog fit hot- the hos mNmaO. Ce.Nsp dWR be tRer.eOly cim"N need sipped Iwica in a proswarwn Of WPM" or eel Mr ant NI Omlwd at 300- FeNelMut t* f- t fila ted to .. coed. Cthw.t. Moly ewNein re eCdiwgas wtww prker wit'.. -pwmal ite -blond New the City Cement. CawMe "I be coned Wish - -Ml- ei0-..id ata,, .ompsund -0"4-ioh-tw. SO- We of the "Sle.dwd smcMteaHew The wrtaN ,Meed be finiMwd to peek. beWard sowsm ave girw a 110, wee- f".h. Caber Nwif be C1... A,N-Sock IM1N-d crows, C -a -NI. TM na-r M 1M w ewfwrwrt, co -pew, N -II Do we los uwwwM e, 1M cr.w. ire cast, "I be 10' I.0„ Nrwl, AO S. or w directd by ted Cly E-p,wen. DOME HEAD DISC DETAIL REVISEDJUL '89 row 1 1497 STANDARD GLROJA SURVEY MONUMENT None CITY OF BAKERSFIELD CALIFORNIA S-29 O4*NMFWNO MPARW"ADR . 9'-0" MAX. O.C. W-0" MAX. O.C. REFLECTIVE r 1' PROVIDEECT IVE TAPE I NOTE: 2" x 12 •, S F RAILING DOUGLAS IR RAI G BARRICADE MUST BE If if FULL WIDTH OF PAVEMENT OR _I W-731111 . TRAVELLED WAY o " LEVEL LINE ITH 3/4RS " X 4WASH" LAG BOLTS WE'.i.: I is., A -l6 � N 2" X 4" REDWOOD HEADER 6' X 6" REDWOOD LEVEL WITH TOP OF PAVEMENT POSTS CC ROAD TEMPORARY TIMBER BARRICADE FOR TYPICAL CONDITIONS DDn\/Inr DCCT Cr,Tll)r TA - - y -U- PORTABLE TIMBER BARRICADE NOTES: �JI*,CO Ser -Ail.-. .. 2'-D�__-Sawra_''•. _� 2�2 X 8%j' CARRIAGE BOLT .I' Ponos" Leltan, .^ AL N+Ire^ r , -11,. j" Nips'a:.- 6" X 6" X 4'-0" t�[_1i, • :�:4r:'- BE SUBJECT TO APPROVAL BY THE 2" X 6' X T-2" CITY ENGINEER. 3. TWO COATS OF WHITE PAINT SHALL BE 2" X 12" X 4'-0" APPLIED TO THE SURFACE OF ALL LUMBER. Tnar.l leleaofh -.-.-�. �2" *TT 1TLL1, 2%2" X 8 CARRIAGE BOLTS •es tf'- 111luilding leapper N BY THE CITY OF VISALIA. nom, TIMBER t,..j O . 1. .. 'dr a ', 6 U I- = . BKSF coVo e Tw M Z Ulf f. t. •j• , Lelwe, M. 1 Z t - ''"2' Ail tj�, NJPiOa Cwtn}•J M so-* Cohi Pod PLAN 12 0 > 10 -5{�it It' I jr. as I O f i 7 SECTION THRU MONUMENT . a- N GENERAL NOTES: +, , c 10 �p LI- Al ,wrY shall amfw- N the -,pubic-til, wctNm of Ina oaaeel(c.wmr 10{ W Mti1100 Standard Sts"ificNiaro, S'.N of Ca61wMa, thrones- and lows - CLIU N tertles ANncy. Osnroneal of TrewspxeatiA•"curranl .Niton, SECTION A -A w 4pWaFyw.lawr . %. Metes' -0-4- a ti Coni -p Mab aa.ys amiaiim of it. specification far Otey _ troll Cmtulp, Sona) OP.iallofia. ASTM1(lalnti A•6, Clan Na30E. AN FHw wa ate Carew dwx be Neth 9,a, coal iron, free hew Warp -east e.rdN ti ON c N d shill oReM ant awe a Wali-anllba tinted TM row Of franbe they litre", twee M this aw•r "I be Ww 1n -d M a a tk,"N•ra"Iog fit hot- the hos mNmaO. Ce.Nsp dWR be tRer.eOly cim"N need sipped Iwica in a proswarwn Of WPM" or eel Mr ant NI Omlwd at 300- FeNelMut t* f- t fila ted to .. coed. Cthw.t. Moly ewNein re eCdiwgas wtww prker wit'.. -pwmal ite -blond New the City Cement. CawMe "I be coned Wish - -Ml- ei0-..id ata,, .ompsund -0"4-ioh-tw. SO- We of the "Sle.dwd smcMteaHew The wrtaN ,Meed be finiMwd to peek. beWard sowsm ave girw a 110, wee- f".h. Caber Nwif be C1... A,N-Sock IM1N-d crows, C -a -NI. TM na-r M 1M w ewfwrwrt, co -pew, N -II Do we los uwwwM e, 1M cr.w. ire cast, "I be 10' I.0„ Nrwl, AO S. or w directd by ted Cly E-p,wen. DOME HEAD DISC DETAIL REVISEDJUL '89 row 1 1497 STANDARD GLROJA SURVEY MONUMENT None CITY OF BAKERSFIELD CALIFORNIA S-29 O4*NMFWNO MPARW"ADR . 9'-0" MAX. O.C. W-0" MAX. O.C. REFLECTIVE r 1' PROVIDEECT IVE TAPE I NOTE: 2" x 12 •, S F RAILING DOUGLAS IR RAI G BARRICADE MUST BE If if FULL WIDTH OF PAVEMENT OR _I W-731111 . TRAVELLED WAY o " LEVEL LINE ITH 3/4RS " X 4WASH" LAG BOLTS WE'.i.: I is., A -l6 � N 2" X 4" REDWOOD HEADER 6' X 6" REDWOOD LEVEL WITH TOP OF PAVEMENT POSTS CC ROAD TEMPORARY TIMBER BARRICADE FOR TYPICAL CONDITIONS DDn\/Inr DCCT Cr,Tll)r TA - - y -U- PORTABLE TIMBER BARRICADE NOTES: �JI*,CO 2�2 X 8%j' CARRIAGE BOLT 1. ALL SIGNS TO BE IN ACCORDANCE WITH .^ THE STATE OF CALIFORNIA DEPARTMENT r , -11,. OF TRANSPORTATION STANDARDS. 6" X 6" X 4'-0" 2. USE OF THE PORTABLE BARRICADE WILL � BE SUBJECT TO APPROVAL BY THE 2" X 6' X T-2" CITY ENGINEER. 3. TWO COATS OF WHITE PAINT SHALL BE 2" X 12" X 4'-0" APPLIED TO THE SURFACE OF ALL LUMBER. '� Ili - 4. WOOD PRESURE TREATED WITH A �2" PRESERVATIVE MAY BE SUBSTITUTED 2%2" X 8 CARRIAGE BOLTS FOR REDWOOD MATERIAL. 5. ABANDONED BARRICADES TO BE RECLAIMED N BY THE CITY OF VISALIA. nom, TIMBER BARRICADE 115 r (n �JI*,CO _� Ili N W 3 (D . � .^ 1 r , -11,. I Z � Z O '� Ili - �/� yr y `d N Z nom, ion O a ', 6 U I- 111 Of coVo e Z Ulf f. t. 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