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HomeMy WebLinkAbout1.1-6419 Ph 3a ro 0 0 M 3 0 0 I 0 V) a h W W 0 J Q N 0 v W 0 i J Know what's below. CaII before you dig. SHEET INDEX: 1 - COVER SHEET 2 - NOTES 3 - QUAIL CREEK ROAD 4 - TIERRA MAYOR & FLAMENCO ROSADO 5 - RANCHO VIEJO DRIVE 6 - RANCHO VIEJO & CLARO DE LUNA 7 - CLARO DE LUNA DRIVE 8 - SIGNAGE AND STRIPING 9 - CROSS SECTIONS AND DETAILS BENCHMARK J (TOP OF CONCRETE MONUMENT AT THE INTERSECTION OF ISNOW ROAD AND QUAIL CREEK ROAD, ALSO THE NORTH 114 CORNER OF SECTION 8 29127 ELEVATION = 401.06' U.S.G.S. DATUM PER K. C. S. F. B. 1152, PG. 22 AND TR. 5909 STREET PLANS LEGAL DESCRIPTION ALL OF LOTS 21, 22, 23, AND 24 IN SECTION 5, TOWNSHIP 29 SOUTH, RANGE 27 EAST, MOUNT DIABLO BASE & MERIDIAN, UNINCORPORATED AREA OF THE COUNTY OF KERN, STATE OF CALIFORNIA, ACCORDING TO THE SALES MAP OF LANDS OF KERN COUNTY LAND COMPANY, FILED 2, 1894 IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY. BASIS OF BEARING THE BEARING OF N00'52'25.7'E SHOWN FOR THE WEST LINE OF THE SOUTHWEST 114 OF SECTION 5, TOWNSHIP 29 SOUTH, RANGE 27 EAST, MOUNT DIABLO BASE & MERIDIAN, IN THE CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA AS SHOWN ON THE SURVEY INVESTIGATION MAP 7 -1, BOOK 6, PAGE 50, WAS USED AS THE BASIS OF BEARINGS SHOWN ON THIS MAP. ENGINEERS CER TI FI CA TE: CITY OF BAKERSFIELD TRACT NO. 6419 PHASE NO. 3 Street Improvement Plans TO BE CONSTRUCTED CONCURRENTLY WITH PHASE 4 1 HLHL BY 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. /let DATE MATTHEW J. BARNES R.C.E. 79145 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 WORKING DAYS PRIOR TO CONSTRUCTION 1- 800 - 227 -2600 KEY MAP 1 " =200' i n, C.O.B. 2014 STANDARDS: D -16 GUTTER DEPRESSIONS ST -1 TYPE B CURB AND GUTTER ST -3 5' COMBINATION TYPE SIDEWALK ST -4 16' RESIDENCE DRIVEWAY ST­ 13 SURVEY MONUMENT ST -14 5,800 OR 9,500 LUMEN STREET LIGHTS (AS INDICATED) T -1 STREET NAME SIGN T -33 CONDUIT & R/W REQUIREMENTS FOR FUTURE SIGNAL LOCATIONS T -34 TRAFFIC SIGNAL INTERCONNECT - WIRING AND PULL BOXES CALTRANS RSP -A88A HANDICAP RAMP (CASE A) CALTRANS A73C BARRICADE TYPE III BEFIORE EXCAVA777M CALL • USA 811 SNOW ROAD VICINITY MAP NOT TO SCALE MATERIALS LIST CITY STD. TYPE "B" CURB & GUTTER 6,500 LF STANDARD SIDEWALK TRACT SF RESIDENTIAL DRIVEWAY APPROACH 61 EA CURB RETURN WITH HANDICAP RAMP 8 EA STREET NAME SIGNS 7 EA STREET LIGHTS 5,800 LUMEN 10 EA • PROJECT EA ASPHALT CONCRETE LOCATION TONS CLASS II AGGREGATE BASE 2,603 CY SNOW ROAD VICINITY MAP NOT TO SCALE MATERIALS LIST CITY STD. TYPE "B" CURB & GUTTER 6,500 LF STANDARD SIDEWALK 29,250 SF RESIDENTIAL DRIVEWAY APPROACH 61 EA CURB RETURN WITH HANDICAP RAMP 8 EA STREET NAME SIGNS 7 EA STREET LIGHTS 5,800 LUMEN 10 EA STREET LIGHTS 9,500 LUMEN 1 EA ASPHALT CONCRETE 2,559 TONS CLASS II AGGREGATE BASE 2,603 CY SURVEY MONUMENT ENCASEMENTS 12 EA *QUANTITIES DETERMINED ARE BASED ON THE CITY OF BAKERSFIELD DIRECTED R -VALUE OF 25 AND TRAFFIC INDEXES FROM THE CITY OF BAKERSFIELD STANDARDS. �f CITY OF BAKERSFIELD ci W > o /.s TRAFFIC ENGINEER DATE W Q Q I I w z U c0 10 a- = O m a Lr � p a 2 Cn azw ASSISTANT PUBLIC WORKS DIRECTOR DATE W CITY OF BAKERSFIELD ❑ APPROVED BY: N m o w X Z- p PUBLIC WORKS (RECTOR - CITY OF BAKERSFIELD I ATE NICOLAS FIDLER, R.C.E. 61069 j U CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL ALONG CITY STREETS FOR THE DUR4TION OF THE WORK, INCLUDING NIGHTS, WEEKENDS AND HOLIDAYS. TRAFFIC CONTROL S LL CONFORM TO THE GUIDELINES OF THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION'S "MANUAL OF TRAFFIC CONTROL FOR CONSTRUCTION AND MAINTENANCE WORK ZONES" AND CITY STANDARDS. ONE LANE FOR EACH DIRECTIO OF TRAFFIC SHALL BE MAINTAINED AT ALL TIMES. THE CONTRACTOR SHALL SUBMIT TRAFFIC CONTROL PLAN TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE STAR OF ANY CONSTRUCTION. NO STREET PERMIT WILL BE ISSUED NOR SHALL ANY CITY INSPECTION BE PROVIDED UNTIL SAID TRAFFIC CONTROL PLAN HAS BEEN APPROVE BY THE CITY ENGINEER. CONTRACTOR IS RESPONSIBLE FOR PRESERVATION AND OR PERPETUATION OF ALL EXISTING MONUMENTS WHICH CONTROL SUBDIVISIONS, TRACTS, BOUNDARIES, STREET 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 CR PROVIDE PERMANENT WITNESS MONUMENTS AND FILE THE REQUIRED DOCUMENTATION WITH THE COUNTY SURVEYOR PURSUANT TO BUSINESS AND PROFESSIONS CODE SECTION 8771. I /11 / — lC CITY RECORDS NO.: *G�NEER b/ W � � > U Z V O a ti Ln r- w U V) w z� a�w Qw m? 0 z w w~ U 2 w a° r M w > � w Q M, o M CD ci W > o M Q rn (n 0) o N LO U m W Q Q I I w z U c0 10 a- = O m a Lr � p a 2 Cn azw o o = W o Q N w c0 c0 Q ❑ U N f/7 (O (D w �" "cJ N m o w X O z p o ��� r- Li v w Lc) V) CO 3: j U y— z= ❑ w U o° 0 a 0 z Y ❑ Q _ a M 'm p cu w H = r Q m w a z d O U p © I I a. J M w W cZo a 0 W 2 Cn azw Z > W � ? U ^ F- W 0 o zoo UW; ��� r- Li v i-coO U. PLOT DATE: MARCH 19, 2015 JOB NO.: 140238 FILE NAME: 140238— ST3 —COV SCALE: AS SHOWN SHEET NO.: 1 OF 9 a 0 N 0 m M GENERAL NOTES: A ASPHALT CONCRETE PAVING NOTES: 1. A AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY 1. A ASPHALT CONCRETE SHALL BE TYPE 'A' (MODIFIED) FOR ALL ARTERIAL AND COLLECTOR STREETS AND TYPE 'B' WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT -OF -WAY. UNLESS SECURED BY A SUBDIVISION 1 (MODIFIED) FOR LOCAL STREETS AND SHALL CONFORM TO THE PROVISIONS IN SECTION 39, "ASPHALT CONCRETE', OF AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE ( THE STANDARD SPECIFICATIONS CURRENT EDITION AND THESE PLANS. RIGHT -OF -WAY AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF A BUILDING PERMIT. T 2. P PRIOR TO THE ADDITION OF THE ASPHALT BINDER, THE COMBINED MINERAL AGGREGATE FOR TYPE 'A' (MODIFIED) OR 2. A ALL EXISTING IMPROVEMENTS, (CURB, GUTTER, SIDEWALK, CROSS GUTTER, FENCING, ETC.) THAT ARE REMOVED, DAMAGED 2 TYPE 'B' (MODIFIED) ASPHALT CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF SECTION 39 -2.02, "AGGREGATE", OR UNDERCUT SHALL BE REPAIRED OR REPLACED AS DIRECTED BY THE CITY ENGINEER AT THE CONTRACTOR'S SOLE T EXPENSE. O OF THE STANDARD SPECIFICATIONS CURRENT EDITION FOR THE 112 INCH MAXIMUM, MEDIUM GRADING. 3. A ALL EXISTING PAVING AND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE REPLACED IN ACCORDANCE WITH 3 3. A ASPHALT BINDER FOR TYPE 'A' (MODIFIED) ASPHALT CONCRETE SHALL BE PG64 -10 PERFORMANCE GRADED ASPHALT, CITY OF BAKERSFIELD STANDARDS AND RESTORED TO ORIGINAL CONDITION AT THE CONTRACTOR'S SOLE EXPENSE. U UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER. ASPHALT BINDER FOR TYPE 'B' (MODIFIED) ASPHALT CONCRETE SHALL BE PG64 -10 PERFORMANCE GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER. THE 4. E EXCAVATION SHALL BE SUPPORTED IN CONFORMANCE WITH THE RULES, ORDERS AND REGULATIONS OF THE INDUSTRIAL A ASPHALT BINDER SHALL CONFIRM TO THE REQUIREMENTS IN THE TABLE FOR "STEAM REFINED PAVING ASPHALTS ", IN ACCIDENT COMMISSION AND THE PUBLIC UTILITES COMMISSION OF THE STATE OF CALIFORNIA. ALL SHORING SHALL BE S SECTION 92 -1.02, "GRADES ", OF THE STANDARD SPECIFICATIONS CURRENT EDITION. INSTALLED IN A MANNER THAT WILL PREVENT CAVING OF THE WALL OF THE EXCAVATION. 4. T THE AMOUNT OF THE ASPHALT BINDER TO BE MIXED WITH THE MINERAL AGGREGATE SHALL BE DETERMINED BY THE 5. C CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS, INSPECTIONS AND MATERIALS TESTING. C CONTRACTOR IN ACCORDANCE WITH THE CALIFORNIA TEST METHOD 367 USING SAMPLES OF MATERIALS PROPOSED FOR THE USE IN THE WORK. THE AMOUNT OF ASPHALT BINDER SHALL BE APPROVED BY THE CITY ENGINEER. 6. P PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE (PHONE: 326 -3049) FOR TESTING AND INSPECTION. IT SHALL BE THE SOLE RESPONSIBILITY 5 5. A AT LEAST 14 DAYS PRIOR TO THE START OF THE WORK, THE CONTRACTOR SHALL SUBMIT THE FOLLOWING FOR THE CITY OF THE CONTRACTOR TO COORDINATE ALL INSPECTIONS. E ENGINEER'S REVIEW AND APPROVAL: 7. I IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT ALL UNDERGROUND IMPROVEMENTS, WITHIN THE AREA OF THE A A. A LIST OF AGGREGATE AND ASPHALT SOURCES STREET RIGHT OF WAY, HAVE BEEN COMPLETED PRIOR TO THE START OF ANY CONSTRUCTION PAVING. B B. DOCUMENTATION VERIFYING THAT THE AGGREGATES TO BE INCORPORATED IN THE WORK CONFORMS TO THE REQUIREMENTS SO SECTION 39 -2.02, "AGGREGATE', OF THE STANDARD SPECIFICATIONS AND THESE PLANS. 8, S STREET SIGNS AND STREET LIGHTS SHALL BE INSTALLED AT THE EXTENSION OF THE LOT LINE AND WHERE THEY HAVE BEEN M MATERIAL SIEVE ANALYSIS AND SAND EQUIVALENT TEST RESULTS SHALL NOT BE OLDER THAN SIX (6) INDICATED ON THESE PLANS. THE CONTRACTOR SHALL ENSURE THAT ALL LIGHTS AND SIGNS ARE PROPERTY INSTALLED PER M MONTHS. ALL OTHER TEST RESULTS SHALL BE NO OLDER THAN ONE (1) YEAR. C.O.B. STD. NO. ST -14 & T -1 AS WELL AS ALL OTHER APPLICABLE CODES AND STANDARDS. C C. AN ASPHALT CONCRETE MIX DESIGN DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 367. LABORATORY RESULTS ON WHICH THE DESIGN IS BASED SHALL BE SUBMITTED WITH THE MIX DESIGN ALONG WITH THE 9. S STREET LIGHTS SHALL COMPLY WITH CALTRANS STANDARD SPECIFICATION SECTION 86 -6.01 PER C.O.B. SUBDIVISION AND T THEORETICAL MAXIMUM DENSITY OF THE DESIGN MIXTURE DETERMINED BY ASTM D2041. THE ASPHALT ENGINEERING MANUAL SECTION 5.2.5.1. c. C 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 10. S SIGN PANELS SHALL BE MOUNTED ON POSTS WITH HAWKINS M2G SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR EQUAL. S SUBSTANTIALLY THE SAME AS WHEN THE DESIGN WAS PREPARED, THE DESIGN MAY BE UP TO THREE (3) ROADSIDE SIGNS INSTALLED PER STD. T -19 SHALL BE LOCATED WITHIN 6" FROM BACK OF SIDEWALK. Y YEARS OLD. THE CONTRACTOR SHALL BEAR ALL THE COST ASSOCIATED WITH THE ASPHALT CONCRETE MIX. 11. S SIGN NUMBERS ARE FEDERAL CODES UNLESS OTHERWISE INDICATED BY (CA). (CA) INDICATES CALIFORNIA CODES. 6 6. W WHERE NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM TO EXISTING PAVED SURFACES THE EXISTING PAVEMENT IS TO BE SAW CUT IN A NEAT STRAIGHT LINE, EITHER PARALLEL OR PERPENDICULAR TO THE CENTERLINE OF THE STREET, 12. A AN "S" SHALL BE STAMPED ON FACE OF CURB INDICATING LOCATION OF SEWER LATERAL. A AND AT A MINIMUM DISTANCE OF TWO (2) FEET FROM THE EXISTING EDGE OF PAVEMENT. 13. S SHOULD IT APPEAR THAT THE WORK TO BE DONE OR ANY MATTER HERETO IS NOT SUFFICIENTLY DETAILIED OR 7 7. A A PRIME COAT WILL BE REQUIRED ON NON -PAVED AREAS TO BE SURFACED PRIOR TO THE PLACEMENT OF ASPHALT CONCRETE. EXPLAINED ON THESE PLANS, THE CONTRACTOR SHALL CONTACT QUAD KONPF, INC. AT (661) 616 -2600 FOR SUCH H HOWEVER, ALL OTHER REQUIREMENTS OF SECTION 39 -4.01, "SUBGRADE', OF THE STANDARD SPECIFICATIONS CURRENT EDITION FURTHER EXPLANATIONS AS MAY BE NECESSARY PRIOR TO COMMENCEMENT OF CONSTRUCTION. S SHALL BE MEET. 14. Q QUAD KNOPF SHALL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO, OR USES OF THESE PLANS. 8 8. T THE AREA TO WHICH PAINT BINDER HAS BEEN APPLIED SHALL BE CLOSED TO PUBLIC TRAFFIC. CARE SHALL BE TAKEN TO ALL CHANGES TO THESE PLANS MUST BE APPROVED IN WRITING BY QUAD KNOPF. A AVOID TRACKING BINDER MATERIAL ONTO THE EXISTING PAVEMENT SURFACE BEYOND THE LIMITS OF CONSTRUCTION. 15. C CONTRACTOR SHALL NOTIFY QUAD KNOPF, INC. OF ANY AND ALL CONFLICTS BETWEEN CONTRACT DRAWINGS AND 9 9. P PAVING SEAMS SHALL BE LOCATED TO MATCH DESIGN TRAFFIC LANE STRIPE LOCATIONS UNLESS OTHERWISE PERMITTED ACTUAL SITE CONDITIONS PRIOR TO COMMENCING ANY WORK IN QUESTION. B BY THE CITY ENGINEER. 16. C CONTRACTOR SHALL NOTIFY QUAD KOPF, INC. A MINIMUM OF 3 WORKING DAYS PRIOR TO COMMENCEMENT OF WORK 1 10. I INTERSECTIONS AND TAPERING SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE CITY ENGINEER. ADDITIONAL REQUIRING STAKING FOR PROPER SCHEDULING. A ASPHALT CONCRETE SHALL BE PLACED AT ROAD CONNECTIONS AND PRIVATE DRIVES WHERE SHOWN ON THE PLANS AND AS DIRECTED THE CITY ENGINEER AND SHALL BE HAND RAKED, IF NECESSARY, AND COMPACTED TO FORM SMOOTH, 17. U UNDERGROUND FACILITIES KNOWN TO EXIST ARE SHOWN ON THE PLANS BASED ON AVAILABLE RECORDS. THE T TAPERED CONNECTIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION, LOCATION, PROTECTION AND REPAIR (IF DAMAGED DURING CONSTRUCTION) OF SAID FACILITIES. SHOULD UNDERGROUND FACILITIES BE ENCOUNTERED WHICH ARE NOT SHOWN ON 1 11. W WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS 0. 15 FOOT OR LESS, PAVING OPERATORS THE PLANS OR DEVIATE FROM THE LOCATION SHOWN, THE CONTRACTOR SHALL PROMPTLY NOTIFY THE OWNER OF THAT S SHALL BE CONDUCTED IN SUCH A MANNER THAT, AT THE END OF EACH WORK SHIFT THE LENGTH OF PAVEMENT FACILITY (IF APPROPRIATE) AND THE ENGINEER FOR POSSIBLE DESIGN CHANGES. A 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 18. 4 48 HOURS PRIOR TO BEGINNING CONSTRUCTION OPERATIONS, THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICES P PLACED ALONG THE TRANSVERSE DROP -OFFS ON EACH LANE. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND ALERT (1- 800 - 227 -2600) AND ARRANGE FOR FIELD LOCATION OF ALL EXISTING UNDERGROUND FACILITIES. R RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL 19. T THE CONTRACTOR SHALL REMOVE AND /OR RELOCATE ANY OBSTRUCTIONS AT HIS SOLE EXPENSE. O OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. 12. W WHERE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS MORE THAN 0.15 FOOT, PAVING OPERATIONS 20. C CONTRACTOR SHALL EXPOSE ALL EXISTING PIPELINES OR OTHER UNDERGROUND OBSTRUCTIONS TO VERIFY THAT 1 SHALL BE CONDUCTED IN SUCH A MANNER, THAT A LAYER OF ASPHALT CONCRETE IS PLACED ON ALL CONTIGUOUS THERE ARE NO GRADE CONFLICTS PRIOR TO LAYING ANY GRAVITY PIPELINES UPSTREAM OF SAID PIPELINES OR S LANES OF THE TRAVELED WAY BEFORE THE LANES ARE OPEN TO PUBLIC TRAFFIC. AT THE END OF EACH WORK OBSTRUCTIONS. FAILURE TO DO SO RELIEVES THE ENGINEER FROM FURTHER RESPONSIBILITY FOR SAID CONFLICT. L 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 21. A ALL STATIONING SHALL BE BASED ON STREET CENTERLINE UNLESS OTHERWISE NOTED. G 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 22. C COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER /SUBDIVDER /CONTRACTOR. THE NUMBER AND C BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. ANY FAILED TESTS SHALL BE B OPERATIONS RESUME. RE- WORKED AND RE- TESTED AT THE CONTRACTOR'S SOLE EXPENSE. COMPACTION SHALL BE PER THESE PLANS OR THE O PROJECT GEOTECHNICAL REPORT DATED MAY 16, 2014 BY CTL -SEE'S INC., WHICHEVER IS GREATER. 1 13. A ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM OF 92 PERCENT OF THE MAXIMUM THEORETICAL DENSITY AS DETERMINED BY ASTM D -2041. IN -PLACE DENSITY SHALL BE DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 375. 23. T THE SUBDIVIDER AND CONTRACTOR SHALL MAINTAIN DUST CONTROL ABOUT THE SITE OF WORK. D 14. I IF THE IN -PLACE DENSITY OF ANY LOT OF ASPHALT CONCRETE IS LESS THAN 92 PERCENT OR GREATER THAN 94 24. C CONTRACTOR SHALL PROVIDE ALL CONSTRUCTION WATER AT HIS SOLE EXPENSE. 1 PERCENT OF THE MAXIMUM THEORETICAL DENSITY, THE CONTRACTOR WILL BE ADVISED THAT THE REQUIRED RELATIVE COMPACTION IS NOT BEING ATTAINED AND THAT THE MATERIALS OR PROCEDURES, OR BOTH, IF NEEDED, ARE TO BE 25. T THIS PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION C ASPHALT CONCRETE SPREADING L SYSTEM (NPDES), A "NOTICE OF INTENT (N01) TO COMPLY WITH THE TERMS OF THE GENERAL PERMIT TO A LO C 32. AT THE INITIAL CONSTRUCTION MEETING PRIOR TO GRADING ACTIVITIES, ALL CONSTRUCTION WORKERS MUST 19. ARTERIAL AND COLLECTOR STREET BASE MATERIAL SHALL BE CRUSHED AGGREGATE BASE (CAB) CONFORMING TO SECTION BE INFORMED OF THE SYMPTOMS OF VALLEY FEVER. 200 -2.2 OF THE "GREENBOOK ". BASE MATERIAL FOR LOCAL STREETS SHALL BE CAB OR FINE GRADATION CRUSHED MISCELLANEOUS BASE(CMB) CONFORMING TO SECTION 200 -2.4 OF THE "2012 GREENBOOK STANDARD SPECIFICATIONS" WHICH ALLOWS UP TO 509 OF THE VOLUME TO BE RECLAIMED ASPHALT CONCRETE PORTLAND CEMENT CONCRETE, LEAN 33. NO CITY INSPECTIONS WILL BE GIVEN FOR THE WORK IN THIS AREA UNTIL A SUBDIVISION PERMIT WITH CONCRETE BASE, CEMENT TREATED BASE, OR A COMBINATION OF THESE MATERIALS. OTHER RECYCLED BASES SHALL NOT APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINED. BE ALLOWED. AGGREGATE BASE SHALL BE COMPACTED TO A MINIMUM OF 959 OF MAXIMUM DRY DENSITY. 34. INSTALL BLUE MARKERS AT CENTERLINE FOR FIRE HYDRANT LOCATIONS. 20. PAVING CONTRACTOR SHALL GRADE THE PAVING AREAS TO THE FOLLOWING MODIFIED CALTRANS STANDARD SPECIFICATIONS SECTION 19 -1.03 PER CITY OF BAKERSFIELD: 35. PRIOR TO PAVING THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. SHOULD CONDITIONS BE CHANGED, A REVISED STRIPING PLAN IMMEDIATELY PRIOR TO PLACING SUBSEQUENT LAYERS OF MATERIAL THEREON, THE GRADING PLANE SHALL CONFORM TO SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING. THE FOLLOWING: A. WHEN ASPHALT CONCRETE OR ASPHALT CONCRETE BASE IS TO BE PLACE ON GRADING PLANE, THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.04 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED 36. QUAD KNOPF SHALL NOT BE HELD LIABLE FOR CHANGES IN EXISTING CONDITIONS BETWEEN THE TIME OF BY THE ENGINEER. PLAN APPROVAL AND CONSTRUCTION. B. WHEN THE SUBBASE OR BASE MATERIAL (OTHER THAN ASPHALT CONCRETE BASE) IS TO BE PLACE ON THE GRADING PLANE, THE GRADING PLANE AT ANY POINT SHALL NOT CARY MORE THAN 0.04 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. �F 5 �d0 e L W > ti Z v o cl P o���lsic3a � S�A� L0 w U ly- W W Z_ U Z U w 0 a- 0 w 0 � w Q M a c ui o o ° Q m�o Cy) o m N U U = Q Q I LL: o Z U D 1-0 rf Of a p O D Y o w o UN w N (n CEO CEO W m o C �v C3 CD � Q Ld w c Ili cn m Li F Y U W Z = � U OUZ 0 z } � a m m o w � } m Q Lu z a Of d O 0 Cy ® 1 J ce) Z co c0 Q O W =co o '-` 0- Z z z W w g _ Q� 0� a T (%) grn °o 'tea w co Q C9Qa) Z U ^ F- >o 0 zoo ate~ r- �� H C0 Z PLOT DATE: MARCH 19, 2015 JOB NO.: 140238 FILE NAME: 140238- ST3 -COV SCALE: NO SCALE SHEET NO.: 2OF9 J ce) Z co c0 Q O W =co o '-` 0- Z z z W w g _ Q� 0� a T (%) grn °o 'tea w co Q C9Qa) Z U ^ F- >o 0 zoo ate~ r- �� H C0 Z PLOT DATE: MARCH 19, 2015 JOB NO.: 140238 FILE NAME: 140238- ST3 -COV SCALE: NO SCALE SHEET NO.: 2OF9 PLOT DATE: MARCH 19, 2015 JOB NO.: 140238 FILE NAME: 140238- ST3 -COV SCALE: NO SCALE SHEET NO.: 2OF9 U) M p F M D O i W O Z w Q 2 - p � Z a w V/ O o LLJ O m W 0 w m w m O O W w p O Z Q W Q .0 y LLj Ln (n m I- w 3: j U C yL ZW = U Uj U 0U a O W O Q C3 Z T m o w CU = m m co z o } < W EL d O Q W o CL U N W m m W H Q CD V < W o > U y z V O 1 P Lo 0) r w cv V) w Z a� 0:�w Qw mz c� -; z w W U = W Q � �a >- m W > U a W a � a w 0 a CD a o 0 M p F M D O m W O Q U p Q0 a Z w Q 2 - p � Z a w V/ O o LLJ O m W N U N n w m w m O O W w p O Z Q W Q .0 y LLj Ln (n m I- w 3: j U C yL ZW = U U 0U a O z Y O Q C3 m m T m o w CU = m m co z a } < W EL d O Q W o li J M D w W O O W Q 2 zW LZLj V/ Q� W � � Ld Zoo HWJ o O zoo Qua a s to w � r-�- PLOT DATE: MARCH 19, 2015 JOB NO.: 140238 FILE NAME: 140238- ST3 -NS SCALE: HORIZ. 1"=40' VERT. 1"=4' SHEET NO.: 3 OF 9 N w > O :2 Q co 0) O m N Ln U = Z O E uWj � �; O o ® Y n- w ^ J O W ^ C) cn O =coO m w m v C3 N �ZW C) LLJ 0 Y J X O O mr CD N D cl) 0 z = w = U OUz HW= a O O Z Z Y ° >*> O Q } w 1- LL. v m m o c = m Z m Z w a O < � U p O d U N W D m W H Q �F R b/ �d0 V V) d P 3a � s� 2 N Ln u� O rn M U 3 1 M Ln I 00 N O W ti Ln m w U m N W Z ow� �w Qw m? 0 �Z w w~ v 2 w Q a� :2n m 0 Li O m w w Q �� o � rn oD o w > O :2 Q co 0) O m N Ln U = Q Q I I w Z U D O d O E uWj � �; O o ® Y n- w ^ J O W ^ C) cn N U N N CO C.O Z =coO m w m v C3 N �ZW C) LLJ 0 Y J X O O mr CD M � D cl) 0 z = w = U OUz HW= a O O Z Z Y ° >*> O Q } a T 1- LL. v m m o c = m Q C7 � Z w a O < � U p PLOT DATE: MARCH 19, 2015 JOB NO.: 140238 FILE NAME: 140238— ST3 —EW SCALE: HORIZ. 1"=40' VERT. V=4' SHEET NO.: 11* 5OF9 J I W M > Z uWj � c0 ¢ LL, =coO w z W w �ZW �; cl) �0 o (D Z0 HW= O Z QwZ ° O�0 Z� "'X�F/-� 1- LL. v V� Li. PLOT DATE: MARCH 19, 2015 JOB NO.: 140238 FILE NAME: 140238— ST3 —EW SCALE: HORIZ. 1"=40' VERT. V=4' SHEET NO.: 11* 5OF9 0AEER b/ -5 ado Ln Q O ,l P s3a Lo 0) r Lei c> U) Li Zly- Ww Qw mz c� �z w WL 2 w Q � d i N h O 01 3 O Ln3 I Ln I 0 M r D7 O w > Q_ O w a � Q o oC) oD Q o° :� > Q rn cD m O w m Z Ln N U = Z O cr J c O O Yw a W -j J O W d fn 0 0 N_ m v O W 0 O OJ w Y _ X O Z Q W Q O = o W V) F- Y U Z Z L W = U CO OU Q a W =co o O w a. z z Y 'I" a � w � "3 0 rn r O] O > ?�^ o /� CU fD n y m Z � Z W w a 3 F-0l, O Q O O a- U V) W O m j 0AEER b/ -5 ado Ln Q O ,l P s3a Lo 0) r Lei c> U) Li Zly- Ww Qw mz c� �z w WL 2 w Q � d i N h O 01 3 O Ln3 I Ln I 0 M r D7 O w > Q_ O w a � Q o oC) oD Q o° :� > Q rn cD m O w m Z Ln N U = Q Q I I w Z U co 10 d O cr J c O O Yw a W -j J O W d fn 0 N c0 N_ m v O W 0 O OJ w Y _ X O Z Q W Q O = o W (n M F- w F- Y U Z Z L W = U CO OU Q a W =co o O w a. z z Y 'I" a � 0 Q � "3 0 rn r O] O > ?�^ o /� CU fD n y m Q of K Z W w a 3 F-0l, O Q L O PLOT DATE: MARCH 19, 2015 JOB NO.: 140238 FILE NAME: 140238- ST3 -EW SCALE: HORIZ. 1"=40' VERT. 1"=4' SHEET NO.: % 6OF9 Q Z J W 0 O J ch U Z � °6 CO Q o O W =co o Li W z w a. z g(/) 'I" a � w � "3 0 rn ��O Q w ?�^ F-W= o O zoo UWU or- W Lo Q r- LL- F-0l, PLOT DATE: MARCH 19, 2015 JOB NO.: 140238 FILE NAME: 140238- ST3 -EW SCALE: HORIZ. 1"=40' VERT. 1"=4' SHEET NO.: % 6OF9 GENERAL NOTES: 1. ALL STATIONING IS BASED ALONG STREET CENTERLINE UNLESS OTHERWISE NOTED. 2. ALL CATCH BASIN OPENINGS TO BE 4' PER CITY OF BAKERSFIELD STD. D -14 (UNLESS OTHERWISE NOTED). 3. INSTALL SURVEY MONUMENTS ALONG STREET CENTER LINES PER CITY OF BAKERSFIELD STANDARDS ST -22 (UNLESS OTHERWISE NOTED) AT ALL STREET INTERSECTIONS, BEGINNINGS AND ENDINGS OF HORIZONTAL CURVES, ENDS OF CUL -DE -SACS AND AT TRACT BOUNDARY. 4. ALL RESIDENTIAL DRIVEWAY STATIONING SHOWN AT DRIVEWAY CENTERLINE. 5. RAISE EXISTING SANITARY SEWER, STORM DRAIN, AND WATER MANHOLES TO FINISH GRADE. 6. AN "S" SHALL BE STAMPED ON FACE OF CURB INDICATING LOCATION OF SEWER LATERAL. Curve Table CURVE # LENGTH RADIUS DELTA C 1 46.99' 30.00' 89 °45'00" C2 47.25' 30.00' 90'15'00" C3 31.42' 20.00' 90'00'00" C4 31.42' 20.00' 90'00'00" CONSTRUCTION NOTES: OA - CONSTRUCT 5.0' COMBINATION TYPE SIDEWALK, PER CITY OF BAKERSFIELD STD. ST -7. O - CONSTRUCT 24 FT RESIDENTIAL DRIVE APPROACH PER CITY OF BAKERSFIELD STD. ST -7. ©- CONSTRUCT 6.0' COMBINATION TYPE SIDEWALK, PER CITY OF BAKERSFIELD STD. ST -7. ©- INSTALL STREET NAME SIGN, PER CITY OF BAKERSFIELD STD. T -1. ©- CONSTRUCT CURB RAMP, PER CALTRANS STD. RSP -A88A CASE A. O - PHASE BOUNDARY. OD - INSTALL 5,800 LUMEN STREET LIGHT PER CITY OF CALTRANS STD. SPEC. 86 -6.01 (LOCAL). OI - INSTALL W -31 (CA) SIGN WITH OM4 -3 MARKER AT PHASE BOUNDARY OF TRACT IF w 0 10 O ter' co ADJACENT PHASE ISN'T CONSTRUCTED AT SAME TIME REMOVE AND SALVAGE SIGN WITH - INSTALL 9,500 LUMEN STREET LIGHT PER CITY OF CALTRANS STD. SPEC. 86 -6.01 (COLLECTOR). CONSTRUCTION OF ADJACENT PHASE. TIERRA MAYOR WAY SEE SHEET4 LEGEND: N U m rn m o N Lo U m = co � J J W CLARO DE O O BC ti O N w 0 10 O ter' co BCR BEGIN CURB RETURN PCC N � � 811 BVC BEGIN VERTICAL CURVE d- POINT OF INTERSECTION O^U DIRECTION OF GUTTER FLOW � Q PL PROPERTY LINE 1� EXISTING PAVEMENT � CENTER LINE Q POINT ON CURVE r a DEP DEPRESSION PRC POINT OF REVERSE CURVE - - - - EXISTING GAS LINE EC END OF CURVE PIVC POINT OF VERTICAL INTERSECTION v, O ECR END CURB RETURN W N 1-- I ' I I1 ELEVATION LU Z POINT ON VERTICAL CURVE D PROPOSED SIDEWALK J W 000.00 PROPOSED ELEVATION OO PROPOSED SURVEY MONUMENT (000.00) EXISTING ELEVATION RT. RIGHT -o— STREET LIGHT 1 FLOWLINE R/W RIGHT OF WAY + STREET SIGN 0) GRADE BREAK 46 O SLOPE, IN FOOT PER FOOT N 24 FT SECONDARY ACCESS DRIVE - INV. INVERT STA. N I � Q LT. + TC I F Q PROPOSED BLOCK WALL LC LENGTH OF CURB LEGEND: N W > rn m o N Lo U m = co Q Q I IL� Z U co 10 a- O ci W CLARO DE LUNA DRIVE STA 4 +25.00 -13 +91.05 BEFORE EXCAVATING BC BEGINNING OF CURVE ME MATCH EXISTING w CALTRANS STANDARD RAMP RSP -A88A CALL • USA BCR BEGIN CURB RETURN PCC POINT OF COMPOUND CURVE ® CATCH BASIN 811 BVC BEGIN VERTICAL CURVE PI POINT OF INTERSECTION O^U DIRECTION OF GUTTER FLOW CB CATCH BASIN PL PROPERTY LINE 0 EXISTING PAVEMENT � CENTER LINE POC POINT ON CURVE r a DEP DEPRESSION PRC POINT OF REVERSE CURVE - - - - EXISTING GAS LINE EC END OF CURVE PIVC POINT OF VERTICAL INTERSECTION —W— EXISTING WATER LINE ECR END CURB RETURN POC POINT ON CURVE ' EXISTING SURVEY MONUMENT ELEV. ELEVATION POVC POINT ON VERTICAL CURVE D PROPOSED SIDEWALK EVC END VERTICAL CURVE 000.00 PROPOSED ELEVATION OO PROPOSED SURVEY MONUMENT (000.00) EXISTING ELEVATION RT. RIGHT -o— STREET LIGHT FL FLOWLINE R/W RIGHT OF WAY + STREET SIGN GB GRADE BREAK 0.00% SLOPE, IN FOOT PER FOOT 24 FT SECONDARY ACCESS DRIVE - INV. INVERT STA. STATION I � TO BE LOCATED WITHIN RIGHT OF WAY LT. LEFT TC TOP OF CURB PROPOSED BLOCK WALL LC LENGTH OF CURB VC VERTICAL CURVE PHASE BOUNDARY cr- � m `t o QUAIL CREEK ROAD U SEE SHEET 3 0 9 oc w U J cy 0) N L6 P/L 40' 0' 40' HORIZ. SCALE: 1"=40' VERT. SCALE: 1"= 4' II QUAIL CREEK ROAD SEE SHEET 3 /'�S �( b � a °' y1 1 � P o�,d�lsa�v 3a � 41 � L0 rn r- w w Zw Cr Ld Q M 0 �Z w W U S W Q 0 a- Ld m 4� 0 Of w Q < p CD (D °� > N W > rn m o N Lo U m = co Q Q I IL� Z U co 10 a- O ci W CLARO DE LUNA DRIVE STA 4 +25.00 -13 +91.05 Z j 2C)Z N U N N (D (O =5 w d. Z J U Ld N I � H Y J X O 0 O D Q w Q tr) V! CO L �s Y U CL Z � W S U O^U :i oo ¢owC� iLL IL 0 O Z U Y O F- 0) Q r a m m NORTH FLOWLINE _ } m Q ;Z LU [if a O w 408 p ' Z I 0 C2 408 I � a LOW PT STA: 10 +66.59 cr- � m `t o U V) LOW PT ELEV: 399.56' w , I Cp 1 o r j Lo 50.00' C_ j o, I o� o m 404 W 1 C3 o Q C4 Q co 0 EXISTING GRADE AT Ci + C) "' d + 404 W �+ I� o rn STREET CENTERLINE J — Q I— U m �J O� +J ;Qs � cn w Q W 0 w oo cn c� w e_ w O+ J ^ W V) w W 04 �K �L 10 �� Lo Q Q —_ 144% 400 t' + ° Q0 0) o + �' � — `� 1.01% 400 Lh Z +� +, - i J (� Q cnw w ciw Lij c"w cn I 0.30% _ — -- TRACT BOUNDRY -0 67q 1.3�% PROPOSED GRADE AT 396 Z 396 1 NORTH FLOWLINE N 1 ELEV. 397.69 o I 392 392 0 W 4 +00 5 +00 6 +00 7 +00 8 +00 9 +00 10 +00 11 +00 12 +00 13 +00 14 +00 I I 0 SOUTH FLOWLINE C1 A08 0c 408 - -- - LOW PT STA: 10 +66.59 w Co 0 j LOW PT ELEV: 399.56' co 1 1 50.00' VC U a, N c I �� o 1 2 4 I € �f W 1 , , �� o 0) + G "' 404 ? - - -- — W m (� m o o f j + J LQ w co �I �^ -- -- - - - -; W� O _ wV 1 50 `- J WNI � + + ��, + �, J co Q — cn _— 400 400 I d �` cn 1.01 % Z -Q Q J L PROPOSED GRADE AT TRACT BOUNDRY U J cn w cn w o I ` 0.30% SOUTH FLOWLINE = O 0.30% _ 396 �397.69 396 a Q2 EL N STA. 4 +89.56 w TIERRA MAYOR WAY W 392 I 392 m 4 +00 5 +00 6 +00 7 +00 8 +00 9 +00 10 +00 11 +00 12 +00 13 +00 14 +00 /'�S �( b � a °' y1 1 � P o�,d�lsa�v 3a � 41 � L0 rn r- w w Zw Cr Ld Q M 0 �Z w W U S W Q 0 a- Ld m 4� 0 Of w Q < p CD (D °� > N W > rn m o N Lo U m = co Q Q I IL� Z U co 10 a- O ci W � Z� p 0 -j Y a- Z j 2C)Z N U N N (D (O =5 w d. Z J U Ld N Q] � H Y J X O 0 O D Q w Q tr) V! CO L �s Y U CL Z � W S U O^U :i oo ¢owC� iLL IL 0 O Z U Y O F- 0) Q r a m m I c _ } m Q ;Z LU [if a O w U p Z 0 a U V) 0 r m w Q p /'�S �( b � a °' y1 1 � P o�,d�lsa�v 3a � 41 � L0 rn r- w w Zw Cr Ld Q M 0 �Z w W U S W Q 0 a- Ld m 4� 0 Of w Q < p CD (D °� > W W > rn m o N Lo U m = co Q Q I IL� Z U co 10 a- O ci W � Z� p 0 -j Y a- J O w p j 2C)Z N U N N (D (O =5 w d. Z J U Ld N Q] � H Y J X O W O D Q w Q tr) V! CO L �s Y U CL Z � W S U O^U :i oo ¢owC� iLL IL 0 O Z U Y O F- 0) Q r a m m I c _ } m Q ;Z LU [if a O U p PLOT DATE: MARCH 19, 2015 JOB NO.: 140238 FILE NAME: 140238— ST3 —EW SCALE: HORIZ. 1"=40' VERT. 1"=4' SHEET NO.: 4 7 OF 9 W > J co W o O W 2C)Z 0 W w d. Z J Z Q cb 1 Q d z M O (L W w M 0 C7 Z U I\ I— w O W o 0 :i oo ¢owC� O Lr) Uj U r- L � F- 0) PLOT DATE: MARCH 19, 2015 JOB NO.: 140238 FILE NAME: 140238— ST3 —EW SCALE: HORIZ. 1"=40' VERT. 1"=4' SHEET NO.: 4 7 OF 9 R 00 It N t2 O O M 3 c� 2 a V) I F I N O ti 1 M 50' 0' 50' SCALE: 1 °= 50' Lu O� >� O0. U Z r� a > 2 G J R' w� V O� CONSTRUCTION NOTES: O - CONSTRUCT 5.0' COMBINATION TYPE SIDEWALK, PER CITY OF BAKERSFIELD STD. ST -7. W co OF - CONSTRUCT 24 FT RESIDENTIAL DRIVE APPROACH PER CITY OF BAKERSFIELD STD. ST -7. © - CONSTRUCT 6.0' COMBINATION TYPE SIDEWALK, PER CITY OF BAKERSFIELD STD. ST -7. © - INSTALL STREET NAME SIGN, PER CITY OF BAKERSFIELD STD. T -1. © - CONSTRUCT CURB RAMP, PER CALTRANS STD. RSP -A88A CASE A. OH - PHASE BOUNDARY. OD - INSTALL 5,800 LUMEN STREET LIGHT PER CITY OF CALTRANS STD. SPEC. 86 -6.01 (LOCAL). OI - INSTALL W -31 (CA) SIGN WITH OM4 -3 MARKER AT PHASE BOUNDARY OF TRACT IF ADJACENT PHASE ISN'T CONSTRUCTED AT SAME TIME REMOVE AND SALVAGE SIGN WITH 0 - INSTALL 9,500 LUMEN STREET LIGHT PER CITY OF CALTRANS STD. SPEC. 86 -6.01 (COLLECTOR). CONSTRUCTION OF ADJACENT PHASE. FLAMENCO ROSADO WAY 7%i7I nn I nnn nP. n A n ATD PT A➢10 LEGEND: CALTRANS STANDARD RAMP RSP -A88A 0 PROPOSED SIDEWALK -o- STREET LIGHT STREET SIGN T TRAFFIC SIGN PROPOSED BLOCK WALL NOTES: 1. ALL STATIONING IS BASED ALONG STREET CENTERLINE UNLESS OTHERWISE NOTED. 2. PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. SHOULD CONDITIONS BE CHANGED, A REVISED STRIPING PLAN SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING. QUAIL CREEK ROAD PHASE 4 - PER SEPARATE PLANS z ❑ H p M Q cfl O N U m = W co Z K Qv/ X co 0 m a (L ca w a O U N to co 7) N m ae " O N � R V o t= w O m Q W Q wo O m Lu to (n m t- ?i r-Ld0 y U zw = w OUz LL fL O Z Y Q 0 Z m o cu uj r Q O > a 3 CL U m L U U) W m m w Q 0 VNEER b/ ��FS yd0 a W Z V O 1 P n s w V) w zch ww Qw m? c� �z Li W U =w Qn '5w m 0 w > O m w d d Q Q 0 Cr) LJ O ❑ H p M Q cfl O N U m = W co Z U K Qv/ X co 0 m a (L ca w a Q°EW Q❑ U N to co 7) N m ae " O N � R V o t= w O m Q W Q wo O m Lu to (n m t- ?i r-Ld0 y U zw = OUz LL fL O Z Y Q 0 } m > a0 o cu uj r Q a w > a 3 CL U m L LVJ PLOT DATE: MARCH 19, 2015 JOB NO.: 140238 FILE NAME: 140238 —ST3— STRIPING SCALE: V=40' SHEET NO.: 1# 8 OF 9 J M w W co O Qv/ X co Ow w lZ (L Q� a o rl — F- o o X28 moo. Co w Z � R V w >p O U ^ pe) z 0 �'W a Z O r-Ld0 a a: 1, u-v ` ''^^ ''^^ rV/V, PLOT DATE: MARCH 19, 2015 JOB NO.: 140238 FILE NAME: 140238 —ST3— STRIPING SCALE: V=40' SHEET NO.: 1# 8 OF 9 zLLJ o LLJ z o _' _' J J LQ QUAIL CREEK ROAD HALF SECTION zo � Q � LOOKING UP STATION � � 0 9' -0" MAX. O.C. 9' -0" MAX. O.C. I r Q U � z 45 42 � 1 ' PROVIDE REFLECTIVE TAPE NOTE. 12" X 12" DOUGLAS FIR RAILING g LL , BARRICADE MUST BE FULL co I BLOCK WALL J e WIDTH OF PAVEMENT. D o 11' 34' C° EN N I� w Z III EX. IRRIGATION DITCH 3.5'1 5' 6.0' �� ' - �0 314" X 4" LAG TRAVELLED WAY 6,. LEVEL LINE BOLTS WITH WASHERS CL W 29 MAX. 2! I o 0 CONSTRUCT 6.0' COMBINATION �' 6" X 6" TYPE SIDEWALK, PER CITY OF GRADE 29 MIN TO 59 MAX TO BAKERSFIELD STD. ST -7 MATCH EXISTING GRADE 6 � REDWOOD m 2" X 4" REDWOOD HEADER POSTS TYPE A A. C. LEVEL WITH TOP OF PAVEMENT Q o CLASS II A.B. TEMPORARY YPTcMBcoRDITBo BRIGADE 12" COMPACTED SUBGRADE TO 959 REL. COMP. (NATIVE SOIL) STREET NAME T. I. R -VALUE AC CLII AB LOOKING QUAIL CREEK ROAD 6 25 0.30' 0.70' NORTH PROVIDE REFLECTIVE TAPE 2" X 12" X 10' -0' 1 - COLLECTOR STREET SECTION NTs SECTION END 60' _, � I i i 10' 20' 20' 10' - �� 5 5' �° I PORTABLE TIMBER BARRICADE FOR SPECIAL CONDITIONS /! PARKSTRIP 2 -1/2" X 8 -1/2" NOTES: CONSTRUCT 5.0' COMBINATION CARRIAGE BOLTS TYPE SIDEWALK, PER CITY OF 1. ALL SIGNS TO BE IN ACCORDANCE WITH THE STATE OF BAKERSFIELD STD. ST -7 L TYPE B A. C. CALIFORNIA DEPARTMENT. 2 USE OF THE PORTABLE BARRICADE WILL BE SUBJECT TO 6" X 6" X 4' -0" o CLASS II A. B. 12" COMPACTED SUBGRADE TO 959 REL. COMP. (NATIVE SOIL) STREET NAME T. I. R -VALUE AC CLII AB LOOKING FLAMENCO ROSADO WAY 4.5 25 0.25' 0.50' NORTH RANCHO VIEJO DRIVE 4.5 25 0.25' 1 0.50' EAST TIERRA MAYOR WAY 4.5 25 0.25' 0.50' NORTH CLARO DE LUNA DRIVE 4.5 25 0.25' 0.50' EAST � I APPROVAL BY THE CITY ENGINEER. 2" X 6" X 3' -2" 4 3. TWO COATS OF WHITE PAINT SHALL BE APPLIED TO THE �n SURFACE OF ALL LUMBER. 2" X 12" X 4' -0" 4. WOOD PRESSURE TREATED WITH A PRESERVATIVE MAY BE SUBSTITUTED FOR REDWOOD MATERIAL. 2 -112" X 8-112" CARRIAGE BOLTS SECTION 2 - LOCAL STREETS 60'SECTION NTs TIMBER BARRICADE NTs COMBINA TION Lot Line Normal A I Street Right -of Way Line CH. 6.0' (1.&n wing �D' (1.8m) Cormal Normal 6.0' (1.8rrn) OP (ate) CN 1.o' (o.Jm 1.n' (o.3m) Back edge of driveway to be on N N ts NOTES: Gut er Val it " P. er VaMeY i'� Lim;ts 2.5' Min. strai ht vertical alignment unless ALL CATCH BASINS SHALL BE "TYPE A BASIN (0.8m) oth wise directed by the City Engineer GRADE SAG" WITH 6' GUTTER DEPRESSIONS PLAN ( ) PLAN 20' (06m) NOTES: ON EITHER SiDE PER THIS DETAIL 2.o as,+' Combination Straight �o, � Straight Tune A Catch Basin Grade Sag T1!ae A & Al Catch Basin n Grade 1. All work shall conform to the applicable I o Sidewalk r Grade � A sections of the specifications entitled Grade Gutter y C5 A 'Standard Specifications, State of California, Normal Normal Normal Department of Transportation ", approved current Expansion Joint Expansion Joint CH.. 4.0 (1.2m) pear 4.0' (1.2m) Normal 6.0' (l.l?m) CLrb JO' edition and the following general notes. CH. CN 9 9 See 10' Min. 2.0' (a6m) CH.� 2.0 (a6m) CH. �g (ate) Right 32 A Max. , * Lanus 2. All driveway locations are subOct to approval 5.0 PCC by the Traffic Authority and City Engineer and * For use with 6.0' curb 70' ** G utter N !,Etter { �' as directed by traffic standard T -20. ** For use with 8.0' curb 3. No driveway construction shall be permitted PLAN A GO W=4.0' (1.2m) 1.0' (0.3m) A 4.0' (1.2m) in street or alley returns �� �� GO0 N`6.0' (1.&n) (0 ) � qoe Bream Line PUN 4. Subgrode preparation shall be constructed true to grade and cross section, with compaction R/W Line o Type GO & GDO Inlet in Grade Sag TvDe GOL Inlet on Grade of 95X to a depth of 6.0 10 Min. _ I-- f0' Min. 5. Concrete shall be Gloss "3" and shall 1 ' S OIL 6 * Normal Gutter Normal 2X Max. d aneGutter Two/ 'C. H. Depression Normal Gutter CH Top of have a slump between 2.5' and r'- Rowl ne Curb e i �-�� 4.5" .. a Lend 6. Concrete shall contain no additives unless 6.0' Min. *5' WDE FOR LOCAL STREETS CL 6' WDE FOR CGYLECTOW STREETS * 20' D * 2.0' * i.0' CL prior written approval is obtained from the (0. 6m) (0. 6m) (o..�n) D CH City Engineer pea gear Jo' SECTION A -A . O�erg 6.0' (1. &n) 6.0'(1-&y?) n g (a�'r►) N 7 Concrete shall be cured with a white - pigmented * 20'(0.6m) for type GO & 6170 curing compound complying to Section 90 -701B * 1.0' (03in for T)pe A of the Standard Specifications. PRORLE PROM£ 8 Expansion joint Filler material shall consist of Ty,De GO & GOO Inlet Type A Catch Basin Grade Inlet and Catch Basin on Grade performed strips of a durable, resilient compound in Grade Soa 9. All existing concrete curb, gutter, and sidewalk �$e�a'� a 4.0' (1.2m) across the face of any proposed driveway shall N be sawcut and removed. is \+a NO TES: Round 0.5' Min. w10. Existing pavement shall be sawcut and \++ 1. D = gutter depression, it shall be 20' (5017m) for type aft (15mm) Gutter removed a minimum of 20 from the �l �a - _ M edge of the gutter except when the City Engineer A and A -1 catch basins and JO' (75mm} for other aaet types unless otherwise shown. LU has approved the pouring of a new gutter against C.N. = curb height a D the exposed edge of the existing pavement. ,sad' C.N. t D Lanits = knits of tital depression h gutter T W 11. Pavement patching shall conform to City tter depression shall be doss 19' P.CC. 6.0' j0.1Sm) * W=6.0' (L 8m) far type GDO Standard ST -12. a J GDO, G0, and GCL inlets may be used with apprmd 0 12 A permit for driveway construction shall be othe tttf w q t S� 60' � tenets "t State Section A -A obtained prior to start of any work. U of Carilomia; Department Of TIa1SpOftOrJOV1 Stondard 13. Existing driveways may be sawcut and conn�� ct o7stam� plan D7 8 type 24 in widened on one side subject to approval by FILENAME: ST -9REV FILENAME: D -17REV the City Engineer. DATE s/1 /10 4. Detais for A. C. Pavement. Hhen P.C.C. povc rent °'1E 6/2/99 COMBINATION DRAWIJ is used, corners �►dl be squared aft STANDARD DRAWN ,c, CN CHECKED 5 Expansion mater' or 2.0' (5amm) deep pint between M. SHAW RESIDENTIAL DRIVE M. SHAW box and wings GUTTER DEPRESS(ONS s AE APPROACH NTS i SHEET N0. N. APPROVED 6. Grates only offowed with the approval of the City A�ao�o s NO. CRY OF BAKER8RELD S T _ 7 Engineer CRY OF BAKERSFIELD D-17 a CALFOFNA CALFORrNA o CITY ENGINEER PUBLIC WORKS DEPARTMENT CITY ENOINEER PUBLIC WORKS DEPARTMENT i w m COB STD. RESIDENTIAL DRIVE APPROACH ST-7 COB STD. GUTTER DEPRESSION -17 EER S yd0 [n ti °z V o P Li 6 W �Zw � W �mz �z W wU =W } �I M W 1 > >s o a e' W a- < M o o o Li M a ° :2 F- Q rn D S O m N Ln U = z U D CO a IL 0 0 D OZ w O Y j J O W U N N QO� U } a N m Ld 00 F- Y J X O 0 CD Q W Q y LC) U) m P- U ZW = � U U 0? LL 0 a O Z Y 0 a r 0 M � LLJ CU = r M m 2 a- } z a 3 W 0_ Q a ° o L PLOT DATE: MARCH 19, 2015 JOB NO.: 140238 FILE NAME: 140238- ST3 -XSECT SCALE: 1"=40' SHEET NO.: 4% 9 OF 9 J H W J M Z a W CO CZO Q o O Ld 2 t!) 0 z Q W Z W Q� a Z F rn� U � o r W (o 0 � co CO w F-Wco 0 LL 0 0 zoo (>WO r W to ro- Lv h-5)0 PLOT DATE: MARCH 19, 2015 JOB NO.: 140238 FILE NAME: 140238- ST3 -XSECT SCALE: 1"=40' SHEET NO.: 4% 9 OF 9