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HomeMy WebLinkAbout1.1-6916 Ph 2TRACT NO. 6916, UNIT 2 STREET IMPROVEMENT PLANS BAKERSFIELD, CALIFORNIA GENERAL NOTES 1. 24 HOUR NOTICE WILL BE REQUIRED FOR TESTS AND INSPECTIONS. 2. ALL COMPACTION TESTING SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. THE NUMBER AND LOCATION OF THE COMPACTION TESTS SHALL BE DETERMINED BY 33 THE CITY ENGINEER. J. CONTRACTOR SHALL STAMP AN "S" ON THE CURB FACE INDICATING LOCATION OF EACH OF SEWER LATERAL. 4. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION SECTION SHALL BE GIVEN 24 HOURS NOTICE. (661) 326-3049 5. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT ALL UNDERGROUND IMPROVEMENTS, WITHIN THE AREA OF THE STREET RIGHT OF WAY, HAVE BEEN 13 COMPLETED PRIOR TO THE START OF ANY CONSTRUCTION PAVING. 6. STREET SIGNS AND STREET LIGHTS SHALL BE INSTALLED AT THE EXTENSION OF THE LOT LINE AND WHERE THEY HAVE BEEN INDICATED ON THESE PLANS. THE TYPE A ASPHALT CONCRETE CONTRACTOR SHALL ENSURE THAT ALL LIGHTS AND SIGNS ARE PROPERTY INSTALLED PER CITY STD. T-1. 7. SIGN PANELS SHALL BE MOUNTED ON POSTS WITH HAWKINS M2G SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR EQUAL. ROADSIDE SIGNS INSTALLED PER CLASS 2 AGGREGATE BASE CITY STD. T-19 SHALL BE LOCATED WITHIN 6" FROM BACK OF SIDEWALK. 8. ASPHALT CONCRETE SHALL BE TYPE A (MODIFIED) FOR ALL ARTERIAL AND COLLECTOR STREETS AND TYPE B (MODIFIED) FOR LOCAL STREETS AND SHALL CONFORM TO STREET LIGHTS THE PROVISIONS IN SECTION 39, 'ASPHALT CONCRETE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. 9. PRIOR TO THE ADDITION OF ASPHALT BINDER, THE COMBINED MINERAL AGGREGATE FOR TYPE A (MODIFIED) OR TYPE B (MODIFIED) ASPHALT CONCRETE SHALL 43 CONFORM TO THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS FOR 3/4" MAXIMUM, MEDIUM GRADING. 10. ASPHALT BINDER FOR TYPE A (MODIFIED) ASPHALT CONCRETE SHALL BE PG 64-10 PERFORMANCE GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. 0.00% ASPHALT BINDER FOR TYPE B (MODIFIED) ASPHALT CONCRETE SHALL BE PG 64-10 PERFORMANCE GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. F' 0 THE ASPHALT BINDER SHALL CONFORM TO THE REQUIREMENTS IN THE TABLE FOR "STEAM -REFINED PAVING ASPHALTS," IN SECTION 92-1.02, "GRADES," OF THE - T-1 STREET SIGN POST TYPE STANDARD SPECIFICATIONS. 11. THE AMOUNT OF ASPHALT BINDER TO BE MIXED WITH THE MINERAL AGGREGATE SHALL BE DETERMINED BY THE CONTRACTOR IN ACCORDANCE WITH CALIFORNIA TEST 7. METHOD 367 USING SAMPLES OF MATERIALS PROPOSED FOR USE IN THE WORK. THE AMOUNT OF ASPHALT BINDER SHALL BE APPROVED BY THE ENGINEER. 14. AT LEAST 14 DAYS PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL SUBMIT THE FOLLOWING FOR THE ENGINEER'S REVIEW AND APPROVAL: CU A. A LIST OF AGGREGATE AND ASPHALT SOURCES. 8. B. DOCUMENTATION VERIFYING THAT THE AGGREGATES TO BE INCORPORATED IN THE WORK CONFORM TO THE REQUIREMENTS OF SECTION 39-2.02, 'AGGREGATE," B E N C H MAR K OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MATERIAL SIEVE ANALYSIS AND SAND EQUIVALENT TEST RESULTS SHOULD NOT BE OLDER LLj � THAN SIX (6) MONTHS. ALL OTHER TEST RESULTS SHOULD NOT BE OLDER THAN ONE (1) YEAR. 3 C. AN ASPHALT CONCRETE MIX DESIGN DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 367. LABORATORY TEST RESULTS ON WHICH THE DESIGN IS BASED 6 SHALL BE SUBMITTED WITH THE MIX DESIGN ALONG WITH THE THEORETICAL MAXIMUM DENSITY OF THE DESIGN MIXTURE AS DETERMINED BY ASTM D-2041. THE 7 ASPHALT CONCRETE MIX SHALL MEET THE REQUIREMENTS OF SECTION 39-2.02, 'AGGREGATE,- OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL 9 PROVISIONS. IF THE DATA SUBMITTED SHOWS THAT THE MATERIALS ARE SUBSTANTIALLY THE SAME AS WHEN THE DESIGN WAS PREPARED, THE DESIGN MAY BE IN MONUMENT WELL AT THE UP TO THREE (3) YEARS OLD. THE CONTRACTOR SHALL BEAR ALL COSTS ASSOCIATED WITH THE ASPHALT CONCRETE MIX DESIGN. 15. WHERE NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM TO EXISTING PAVED SURFACES, THE EXISTING PAVEMENT SHALL BE SAW CUT IN A NEAT STRAIGHT LINE, 11. EITHER PARALLEL OR PERPENDICULAR TO THE CENTERLINE OF THE STREET, AND AT A MINIMUM DISTANCE OF ONE (1) FOOT FROM THE EXISTING EDGE OF PAVEMENT. 16. A PRIME COAT WILL NOT BE REQUIRED ON NON -PAVED AREAS TO BE SURFACED PRIOR TO THE PLACEMENT OF ASPHALT CONCRETE, HOWEVER, ALL OTHER REQUIREMENTS OF SECTION 39-4.01, "SUBGRADE," OF THE STANDARD SPECIFICATIONS SHALL BE MET. 17. THE AREA TO WHICH PAINT BINDER HAS BEEN APPLIED SHALL BE CLOSED TO PUBLIC TRAFFIC. CARE SHALL BE TAKEN TO AVOID TRACKING BINDER MATERIAL ONTO THE EXISTING PAVEMENT SURFACE BEYOND THE LIMITS OF CONSTRUCTION. 18. PAVING SEAMS SHALL BE LOCATED TO MATCH DESIGNED TRAFFIC LANE STRIPE LOCATIONS UNLESS OTHERWISE PERMITTED BY THE CITY ENGINEER. - 19. INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE ENGINEER. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED AT ROAD CONNECTIONS AND PRIVATE DRIVES, WHERE SHOWN ON THE PLANS AND AS DIRECTED BY THE ENGINEER, AND SHALL BE HAND RAKED, IF NECESSARY, AND COMPACTED TO FORM SMOOTH, TAPERED CONNECTIONS. 20. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS 0.15 FOOT OR LESS, PAVING OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT, AT THE END OF EACH WORK SHIFT, THE LENGTH OF PAVEMENT ALONG THE LONGITUDINAL DROP-OFF BETWEEN ADJACENT LANES IS NOT GREATER THAN THAT WHICH CAN BE SURFACED DURING THE FOLLOWING SHIFT OF NORMAL PAVING OPERATIONS. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. 21. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS MORE THAN 0.15 FOOT, PAVING OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT THE LAYER OF ASPHALT CONCRETE IS PLACED ON ALL CONTIGUOUS LANES OF THE TRAVELED WAY BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. AT THE (n END OF EACH WORK SHIFT, THE DISTANCE BETWEEN THE ENDS OF A LAYER OF ASPHALT CONCRETE ON ADJACENT LANES SHALL NOT BE GREATER THAN 10 FEET. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. 22. ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM 92 PERCENT OF THE MAXIMUM THEORETICAL DENSITY AS DETERMINED BY ASTM D-2041. IN-PLACE DENSITY SHALL BE DETERMINED IN ACCORDANCE -WITH CALIFORNIA TEST 375. 23. IF THE IN-PLACE DENSITY OF ANY LOT OF ASPHALT CONCRETE IS LESS THAN 92 PERCENT OR GREATER THAN 94 PERCENT OF THE MAXIMUM THEORETICAL DENSITY, THE CONTRACTOR WILL BE ADVISED THAT THE REQUIRED RELATIVE COMPACTION IS NOT BEING ATTAINED AND THAT THE MATERIALS OR PROCEDURES, OR BOTH, IF NEEDED, ARE TO BE ADJUSTED. ASPHALT CONCRETE SPREADING OPERATIONS SHALL NOT CONTINUE UNTIL THE CONTRACTOR HAS NOTIFIED THE CITY ENGINEER OF THE ADJUSTMENT THAT WILL BE MADE IN ORDER TO MEET THE REQUIRED COMPACTION. IF ANY SUCCESSIVE TEST AFTER NOTICE IS GIVEN DOES NOT MEET THE SPECIFIED RANGE, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT MEETS THE IN-PLACE DENSITY REQUIREMENTS. 24. IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE RELATIVE COMPACTION IS EITHER LESS THAN 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. 25. 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 D 1188 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. 26. IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED SURFACE TOLERANCES, IT SHALL BE BROUGHT WITHIN TOLERANCE BY EITHER: A. ABRASIVE GRINDING WITH EQUIPMENT UTILIZED DIAMOND BLADES, B. REMOVAL AND REPLACEMENT, OR C. PLACEMENT OF AN ASPHALT CONCRETE OVERLAY. THE METHOD WILL BE SELECTED BY THE CITY ENGINEER. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. 27. IF ABRASIVE GRINDING IS USED TO BRING THE FINISHED SURFACE TO SPECIFIED SURFACE TOLERANCES, ADDITIONAL GRINDING SHALL BE PERFORMED, AS NECESSARY, TO ENLARGE THE GRINDING AREA SO THAT THE LONGITUDINAL LIMITS OF GRINDING ARE AT A CONSTANT OFFSET FROM, AND ARE PARALLEL TO, THE NEAREST LANE LINE OR PAVEMENT EDGE, AND THE TRANSVERSE LIMITS OF GRINDING ARE NORMAL TO THE PAVEMENT CENTERLINE. ALL GROUND AREAS SHALL CONFORM TO THE REQUIREMENTS IN THE FIRST PARAGRAPH AND THE LAST FOUR PARAGRAPHS OF SECTION 42-2.02, "CONSTRUCTION,- OF THE STANDARD SPECIFICATIONS. A FOG SEAL COAT SHALL BE APPLIED Q TO ALL FINISHED ASPHALT SURFACES AT THE CONTRACTOR'S EXPENSE. THE FOG SEAL COAT SHALL BE EITHER ASPHALT REJUVENATING AGENT OR ASPHALTIC EMULSION AS DIRECTED BY THE ENGINEER. 28. ARTERIAL AND COLLECTOR STREET BASE MATERIAL SHALL BE CRUSHED AGGREGATE BASE (CAB) CONFORMING TO SECTION 200-2.2 OF THE "GREENBOOK. " BASE MATERIAL FOR LOCAL STREETS SHALL BE CAB OR FINE GRADATION CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200-2.4 OF THE "GREENBOOK 7 ....... WHICH ALLOWS UP TO 50% OF THE VOLUME TO BE RECLAIMED ASPHALT CONCRETE PORTLAND CEMENT CONCRETE, LEAN CONCRETE BASE, CEMENT TREATED BASE OR A COMBINATION OF THESE MATERIALS. OTHER RECYCLED BASES SHALL NOT BE ALLOWED. AGGREGATE BASE SHALL BE COMPACTED TO A MINIMUM OF 95% OF MAXIMUM DRY DENSITY. 29. PAVING CONTRACTOR SHALL GRADE THE PAVING AREAS TO THE FOLLOWING MODIFIED CALTRANS STANDARD SPECIFICATION SECTION 19-1.03 PER THE CITY OF BAKERSFIELD: IMMEDIATELY PRIOR TO PLACING SUBSEQUENT LAYERS OF MATERIAL THEREON, THE GRADING PLANE SHALL CONFORM TO THE FOLLOWING: A. WHEN ASPHALT CONCRETE OR ASPHALT CONCRETE BASE IS TO BE PLACED ON THE GRADING PLANE, THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.04 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. B. WHEN THE SUBBASE OR BASE MATERIAL (OTHER THAN ASPHALT CONCRETE BASE) IS TO BE PLACED ON THE GRADING PLANE, THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.04 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. 30. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN THE EXISTING ACCEPTED STREET RIGHT OF WAY UNLESS SECURED BY A SUBDIVISION AGREEMENT. A DEPOSIT BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK TO BE PERFORMED WITHIN THE RIGHT OF WAY AND INSURANCE SHALL BE PROVIDED PRIOR TO ISSUANCE OF THE PERMIT. 31. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL ALONG CITY STREETS FOR THE DURATION OF THE WORK, INCLUDING NIGHTS, WEEKENDS AND HOLIDAYS. TRAFFIC CONTROL SHALL CONFORM TO THE GUIDELINES OF THE STATE OF CALIFORNIA DEPARTMENT OF OF TRANSPORTATION'S "MANUAL OF TRAFFIC CONTROL FOR CONSTRUCTION AND MAINTENANCE WORK ZONES" AND CITY STANDARDS. ONE LANE FOR EACH DIRECTION OF TRAFFIC SHALL BE MAINTAINED AT ALL TIMES. THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE START OF ANY CONSTRUCTION. NO STREET PERMIT WILL BE ISSUED NOR SHALL ANY CITY INSPECTION BE PROVIDED UNTIL SAID TRAFFIC CONTROL PLAN HAS BEEN APPROVED BY THE CITY ENGINEER. ENGINEER'S CERTIFICATE: NOTE TO OWNER AND CONTRACTOR THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH THE CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA, AND THAT THEY INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS, AND DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION SHALL BE CORRECTED AND SUCH CORRECTIONS REFLECTED ON CORRECTED PLANS SUBMITTED TO THE CITY ENGINEER. e SUMP 17 18 19 20 21 22 2S 24 25 26 27 28 DEMA„m P„W SM HILLGATEAVENUE 37 3� 35 34 33 S2 31 30 29 16 15 14 13 12 11 10 TYPE A ASPHALT CONCRETE 1, 442 TONS TYPE B ASPHALT CONCRETE 2,143 TONS CLASS 2 AGGREGATE BASE 2,998 CY STREET SURVEY MONUMENT 38 STREET LIGHTS 40 41 42 43 44 45 46 0.00% D-16 GUTTER DEPRESSIONS F' 0 STA T-1 STREET SIGN POST TYPE fn EF.P.0 T-19 MISCELLANEOUS SIGN DETAIL 7. CONDUIT STREET (STA. 10+00 TO 15+49.94) 0� o CU Z 8. BERKSHIRE ROAD (STA. 10+00 TO 16+50) B E N C H MAR K z LLj � a U 3 4 6 6 7 8 9 MOUNTAIN VISTA DRIVE (STA. 10+00 TO 16+85.53) IN MONUMENT WELL AT THE INTERSECTION OF ALONDRA DRIVE 11. STREET CROSS SECTION DETAILS w 37 3� 35 34 33 S2 31 30 29 UNIT BLOCK WALL 1,854 LF 1 6 EACH 30' CURB RETURN WITH ACCESS RAMP 3 EACH TYPE A ASPHALT CONCRETE 1, 442 TONS TYPE B ASPHALT CONCRETE 2,143 TONS CLASS 2 AGGREGATE BASE 2,998 CY STREET SURVEY MONUMENT 38 STREET LIGHTS 40 41 42 43 44 45 46 FI O RESMW PARK SRE ALONDRA DRIVE - - 2 65 64 6312(h 80 69I 68 57 56 65 54 63 52M5160 1 185 84 2 82 81 80 79 78 77 76 75 74 73 72 71 70 � 3 - - GOLDEN SQUARE A VENUE - - 4 18 19 35 50 51 5 i W17 20 33 36 49 52 F h 6 16 21 0 32 37 o I 48 53 � U 8 �� � 22 0� 31 � of 47 � �I 23 8Iw 46 65 14 0 z( I 9 UNIT 2 24 29 40 45 56 1013 I 25 281_:41 44 57 26 27I 42 43 58 I BERKSHIRE ROAD KEY MAP 47 ;tA 66 65 64 63 62 61 60 69 SCALE: 1"= 200' 200 0' 200 32. CONTRACTOR IS RESPONSIBLE FOR PRESERVATION AND OR PERPETUATION OF ALL EXISTING MONUMENTS WHICH CONTROL SUBDIVISIONS, TRACTS, PROPERTY BOUNDARIES, STREETS, HIGHWAYS, OR OTHER RIGHT-OF-WAY EASEMENTS. CONTRACTOR SHALL PROVIDE A MINIMUM OF 10 WORKING DAYS NOTICE TO PROJECT ENGINEER/ SURVEYOR PRIOR TO DISTURBANCE OR REMOVAL OF EXISTING MONUMENTS. PROJECT ENGINEER/SURVEYOR SHALL COORDINATE WITH CONTRACTOR TO RESET MONUMENTS OR PROVIDE PERMANENT WITNESS MONUMENTS AND FILE THE REQUIRED DOCUMENTATION WITH THE COUNTY SURVEYOR PURSUANT TO BUSINESS AND PROFESSIONS CODE SECTION 8771. 33. A PRE -CONSTRUCTION CONFERENCE WILL BE REQUIRED FOR THIS PROJECT. CONTACT THE CONSTRUCTION DIVISION AT (661) 326-3106 OR (661) 326-3049 AT LEAST 10 WORKING DAYS PRIOR TO THE DESIRED START OF CONSTRUCTION TO SET UP AN APPOINTMENT FOR THE PRECONSTRUCTION CONFERENCE. 34. NO CITY INSPECTIONS WILL BE GIVEN FOR THE WORK IN THIS AREA UNTIL A SUBDIVISION PERMIT WITH APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINED. 35. ANY WORK CONNECTING TO EXISTING PUBLIC FACILITIES FROM PRIVATE PROPERTY WILL REQUIRE AN ENGINEER'S ESTIMATE FOR THE WORK IN THE EXISTING PUBLIC RIGHT-OF-WAY TO ESTABLISH THE NECESSARY DEPOSIT FOR A STREET PERMIT. (FOR TRACTS WITH PRIVATE STREETS, PARCEL MAP IMPROVEMENTS, OR PUBLIC TRACTS WITHOUT RECORDED MAPS) 36. INSTALL BLUE MARKERS AT CENTERLINE FOR FIRE HYDRANT LOCATIONS. 37. STREET LIGHT LUMINAIRES ARE TO BE LED AS SPECIFIED IN COB SPECIAL PROVISIONS SECTION 86-6.01 OR AS APPROVED BY THE CITY ENGINEER. 38. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO (2) WORKING DAYS PRIOR TO CONSTRUCTION. BREAKDOWN OF STREET LENGTHS STRFFT CI ASSIFICATION UNIT NO_ 2 LOCAL STREET 2,928 LF COLLECTOR STREET 1,885 LF MATFRIAI S I IST UNIT NC) 9 TYPE "B" CURB AND GUTTER 7,414 LF 4.5' SIDEWALK 20,704 SF 5.5' SIDEWALK 9,796 SF RESIDENTIAL DRIVEWAY APPROACH 12,580 SF STREET NAME SIGNS 8 EACH BLOCK WALL 1,854 LF 20' CURB RETURN WITH ACCESS RAMP 6 EACH 30' CURB RETURN WITH ACCESS RAMP 3 EACH TYPE A ASPHALT CONCRETE 1, 442 TONS TYPE B ASPHALT CONCRETE 2,143 TONS CLASS 2 AGGREGATE BASE 2,998 CY STREET SURVEY MONUMENT 8 EACH STREET LIGHTS 12 EACH BARRICADE 1 EACH MONUMENTS 8 EACH THIS PLAN HAS BEEN PREPARED WITH THE INTENT THAT QUAD KNOPF WILL BE PERFORMING THE CONSTRUCTION STAKING FOR THE COMPLETE PROJECT. IF, HOWEVER ANOTHER ENGINEERING AND/OR SURVEYING FIRM SHOULD BE EMPLOYED TO USE THESE PLANS FOR THE PURPOSE OF CONSTRUCTION STAKING, NOTICE IS HEREBY GIVEN THAT THE FIRM OF QUAD KNOPF, INC. WILL NOT ASSUME ANY RESPONSIBILITY FOR ERRORS OR OMISSIONS, IF ANY, WHICH MIGHT OCCUR AND WHICH COULD HAVE BEEN AVOIDED, CORRECTED OR MITIGATED IF QUAD KNOPF HAD PERFORMED THE STAKING WORK. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL ALONG MOUNTAIN VISTA DRIVE AND BERKSHIRE ROAD. FILE NAME: L:\Projects\2013\130205.02\ACRD\Improvements\STREETS\130205.02-CH1-CV.dwg - LAST SAVE- 1/22/2016 8:06:05 AM PDT SURVEYOR'S NOTE LEGEND AC ASPHALT CONCRETE FL BC BEGINNING OF CURVE GB BCR BEGIN CURB RETURN INV. BW BACK OF SIDEWALK LC CB CATCH BASIN LT CR CROWN OF ROAD PI EC END OF CURVE PRC EP EDGE OF PAVEMENT 000.00 ECR END CURB RETURN RT ELEV ELEVATION R/W (000.00) EXISTING ELEVATION 0.00% D-16 GUTTER DEPRESSIONS 6. STA T-1 STREET SIGN POST TYPE fn EF.P.0 CITY STANDARDS FLOW LINE GRADE BREAK INVERT LENGTH OF CURVE LEFT POINT OF INTERSECTION POINT OF REVERSE CURVE PROPOSED ELEVATION RIGHT RIGHT OF WAY SLOPE, IN FOOT PER FOOT STATION EASEMENT FOR PUBLIC UTILITIES �o- CHAIN LINK FENCE + STREET SIGN 1. STREET LIGHT ST -5 HOUSE NUMBERS FOR CURBS CALTRANS STD. PLAN DATE RSP A88A CASE A 2. DIRECTION OF GUTTER FLOW 0 PROPOSED SIDEWALK OO SURVEY MONUMENTS TO BE SET 3. EXISTING SURVEY MONUMENT :P FIRE HYDRANT ASSEMBLY An PROPOSED TRAFFIC SIGN ® PROPOSED STORM DRAIN INLET SHEET INDEX ST -1 CURB AND GUTTER TYPE "B" �1L APPROVED BY. S FIDLER, PUBLIC WORKS DIRECTOR DATE ST -3 SIDEWALK 1. COVER SHEET ST -5 HOUSE NUMBERS FOR CURBS REVIEWED BY. ASST. PUBLIC WORKS DIRECTOR DATE ST -7 RESIDENTIAL APPROACH 2. INDEX SHEET ST -9 STD. STREET SPECIFICATIONS turn M m 0 ST -10 STD. STREET SECTIONS 3. GOLDEN SQUARE AVENUE (STA. 10+00 TO 19+30) ST -13 SURVEY MONUMENT ST -14 STANDARD STREET LIGHT MAST ARM TYPE 4. BRENTHOUSE STREET (STA. 10+00 TO 15+75.75) ST -15 CUL-DE-SACS Z W ST -16 STREET KNUCKLE 5. ROCHESTER COURT (STA. 10+00 TO 14+40.40) ST -17 STANDARD WIDE CROSS GUTTER 0 �a D-16 GUTTER DEPRESSIONS 6. NEW BOND COURT (STA. 10+00 TO 14+40.17) T-1 STREET SIGN POST TYPE fn (L LL, ��_ T-19 MISCELLANEOUS SIGN DETAIL 7. CONDUIT STREET (STA. 10+00 TO 15+49.94) T-34 TRAFFIC INTERCONNECT o CU Z 8. BERKSHIRE ROAD (STA. 10+00 TO 16+50) B E N C H MAR K z LLj � a U 9. BERKSHIRE ROAD (STA. 16+50 TO 23+18.49) 6" CONCRETE MONUMENT WITH o BRASS CAP STAMPED L.S. 5565 10. MOUNTAIN VISTA DRIVE (STA. 10+00 TO 16+85.53) IN MONUMENT WELL AT THE INTERSECTION OF ALONDRA DRIVE 11. STREET CROSS SECTION DETAILS AND MOUNTAIN VISTA DRIVE. ELEVATION = 344.33 USGS DATUM 12. SIGNING, STRIPING & MARKINGS BASIS OF BEARINGS THE WEST LINE OF THE NORTHEAST QUARTER OF SECTION 30, TOWNSHIP 30 SOUTH, RANGE 27 EAST, PER TRACT NO. 6328, UNIT TWO, AS RECORDED IN BOOK 58, OF MAPS, AT PAGE 3, K.C.R., TAKEN AS N00°47'51 "E Know what's below. Call before you dig. 1-800-642-2444 NOTE: IMPROVEMENTS TO BE CONSTRUCTED SIMULTANEOUSLY WITH UNIT 1 CONTRACTOR IS RESPONSIBLE FOR PRESERVATION AND OR PERPETUATION OF ALL EXISTING SURVEY MONUMENTS WHICH CONTROL SUBDIVISIONS, TRACTS, PROPERTY, BOUNDARIES, STREETS, HIGHWAYS, OR OTHER RIGHT-OF-WAY EASEMENTS. CONTRACTOR SHALL PROVIDE A MINIMUM OF 10 WORKING DAYS NOTICE TO PROJECT ENGINEER/ SURVEYOR PRIOR TO DISTURBANCE OR REMOVAL OF EXISTING MONUMENTS. PROJECT ENGINEER/SURVEYOR SHALL COORDINATE WITH CONTRACTOR TO RESET MONUMENTS OR PROVIDE PERMANENT WITNESS MONUMENTS AND FILE THE REQUIRED DOCUMENTATION WITH THE COUNTY SURVEYOR PURSUANT TO BUSINESS AND PROFESSIONS CODE SECTION 8771. VICINITY MAP NTS ` �1L APPROVED BY. S FIDLER, PUBLIC WORKS DIRECTOR DATE R.C.E. NO. 61069 EXP. 12/31/16 -- ---_' ' 2- -Z--ZV I � REVIEWED BY. ASST. PUBLIC WORKS DIRECTOR DATE z a REVIEWED BY. TRAFFIC ENGINEER DATE 0 L0 L0 n w z 0 �w w oz iw U � U W dU N Ll o O W m Ld ly- N a)M M M Om z a X ULc)u) Q turn M m 0 W m Q C'1 W m 0 o w Q d > o D. 4- Z W LL' U W 0 �a LL_ 0 zLi O 1- ' Z Y fn (L LL, ��_ Q U Y m m o CU Z m 0- z LLj � a U 3 z 0 o U (n w m w Q 0 0 L0 L0 n w z 0 �w w oz iw U � U W dU N Ll o O W m Ld ly- N a)M M M Om z rn ^ z a X ULc)u) Q turn M m 0 W m Q C'1 W m SQ o w Q d > o D. 4- Z W LL' U W 0 �a LL_ 0 zLi O 1- ' Z Y fn (L LL, ��_ Q U Y m m o CU Z m 0- z LLj � a U 3 CL o ' U Z z ccWOo z J Q D. V F" LL' N W W � -W �O LL_ 0 zLi O 1- ' = ar,0 (L LL, ��_ z � rn M wL ZQ z0UwVWoth Z 00 Ld i FILE NAME.• L• Know what's below. 0111 before you dig. \2013\130205. 00 N Q0 i INDEX SHEET II U � I SUMP 17 18 19 FUTURE TRACT 824 20 z 22 1 23 1 1 24 25 1 26 1 27 1 28 L -J --J LJ i'L DEDICATED PARK SITE 130205.02-CH2-INDDC.dwg - LAST SAVE. 1/14/2016 4.23.45 PM PDT M Q SCALE. i"= = 80f 80' pv 80, �G\aER b iyd0 N Q moo- d Z V O W U N W O co Z 000 U (~ N M M W m O Q 0- xU m W m J �� o W rn a j o 4— CLC) CU O ti 2 �2W ins a Z = (0 co Ic QQY I- W X U j UW aayoc�orr wool m : O ca t: m 3 CL U � 8 U Z Z x O co Z Q 0- L) v L'N o W Z > -U = W �2W Ic rn •t � = (0 co Ic U ,* I- W X U zod COWS UW aayoc�orr J 00 Iii ) t.P W L Know what's below. 0111 before you dig. 352 GENERAL NOTES O1 ALL STATIONING IS BASED ALONG STREET CENTERLINE UNLESS OTHERWISE NOTED. 0 POWER POLES TO BE RELOCATED PER PG&E PLANS 03 ALL CATCH BASINS TO BE TYPE A PER COB STD. D-14 ® MONUMENTS TO BE INSTALLED AT EVERY INTERSECTION AND AT THE BEGIN AND END OF ALL HORIZONTAL CURVES PER COB STD. ST -13 BRENTHOUSE STREET SEE SHEET 4 I u I CONSTRUCT 16 FT RESIDENCE DRIVEWAY PER CITY OF 2 STREETS OR 5' COMBINATION TYPE SIDEWALK FOR LOCAL BW 10 CB STREETS, PER CITY OF BAKERSFIELD STD. ST -3 CR CROWN OF ROAD - + GOLDEN_ END OF CURVE ° REMOVE EXISTING SIGN BRENTHO I ELEV ELEVATION .. CASE A G INSTALL BARRICADE PER DETAIL ON SHEET 11 © - INSTALL STREET NAME SIGN, PER CITY OF BAKERSFIELD STD. T-1 - INSTALL 12' CROSS GUTTER PER CITY OF BAKERSFIELD 000.00 PROPOSED ELEVATION OO STD. ST -17 O - INSTALL TYPE B CURB AND GUTTER, PER CITY OF BAKERSFIELD � I R/W STD. ST -1 Q- INSTALL TRAFFIC SIGNAL INTERCONNECT PER CITY OF 0.00% SLOPE, IN FOOT PER FOOT i BAKERSFIELD SIDS. T-33 AND T-34. - INSTALL STREET LIGHT PER CITY OF BAKERSFIELD STD. ST -14, ® PROPOSED STORM DRAIN INLET 84.00' AMERICAN ELECTRIC LIGHTING ATBO, AUTOBAHN SERIES 201.58' C10 2225'35" 35.00' 13.70' 6.94' 40' 0' 40' a ; m �, opo HORIZ. SCALE: 1"=40' o > N "= 4'a VERT. SCALE: 1"=4'I N w a_ �Q �Vim Q C) + U a o W cz I 0 w.. ,.-. .,....,. a L BRENTHOUSE STREET ¢>f " SEE SHEET 4 m LC CONSTRUCTION NOTES OA - CONSTRUCT 6' COMBINATION TYPE SIDEWALK FOR ARTERIAL Q - CONSTRUCT 16 FT RESIDENCE DRIVEWAY PER CITY OF BCR STREETS OR 5' COMBINATION TYPE SIDEWALK FOR LOCAL BW BAKERSFIELD STD. ST -4 CB STREETS, PER CITY OF BAKERSFIELD STD. ST -3 CR CROWN OF ROAD EC END OF CURVE ©- REMOVE EXISTING SIGN © - CONSTRUCT ACCESS RAMP, PER CALTRANS STD. PLAN RSP A88A ELEV ELEVATION (000.00) CASE A -t- INSTALL BARRICADE PER DETAIL ON SHEET 11 © - INSTALL STREET NAME SIGN, PER CITY OF BAKERSFIELD STD. T-1 - INSTALL 12' CROSS GUTTER PER CITY OF BAKERSFIELD 000.00 PROPOSED ELEVATION OO STD. ST -17 O - INSTALL TYPE B CURB AND GUTTER, PER CITY OF BAKERSFIELD @ EXISTING SURVEY MONUMENT (TO BE PROTECTED IN PLACE) R/W STD. ST -1 Q- INSTALL TRAFFIC SIGNAL INTERCONNECT PER CITY OF 0.00% SLOPE, IN FOOT PER FOOT i BAKERSFIELD SIDS. T-33 AND T-34. - INSTALL STREET LIGHT PER CITY OF BAKERSFIELD STD. ST -14, ® PROPOSED STORM DRAIN INLET 84.00' AMERICAN ELECTRIC LIGHTING ATBO, AUTOBAHN SERIES 201.58' C10 ROCHESTER COURT SEE SHEET 5 NEW BOND COURT SEE SHEET 6 GOLDEN SQUARE STA 10+00 TO 19+30 FOR CROSS SECTIONS, SEE SHEET 11 OF 12 LEGEND AC ASPHALT CONCRETE BC BEGINNING OF CURVE BCR BEGIN CURB RETURN BW BACK OF SIDEWALK CB CATCH BASIN CR CROWN OF ROAD EC END OF CURVE EP EDGE OF PAVEMENT ECR END CURB RETURN ELEV ELEVATION (000.00) EXISTING ELEVATION FL FLOW LINE -o� CHAIN LINK FENCE GB GRADE BREAK + STREET SIGN INV. INVERT 19.97' STREET LIGHT LC LENGTH OF CURVE 31.45' CALTRANS STD. PLAN LT LEFT 20.00' RSP A88A CASE A PI POINT OF INTERSECTION -t- DIRECTION OF GUTTER FLOW PRC POINT OF REVERSE CURVE 0 PROPOSED SIDEWALK 000.00 PROPOSED ELEVATION OO SURVEY MONUMENTS TO BE SET RT RIGHT @ EXISTING SURVEY MONUMENT (TO BE PROTECTED IN PLACE) R/W RIGHT OF WAY 35.00' FIRE HYDRANT ASSEMBLY 0.00% SLOPE, IN FOOT PER FOOT i PROPOSED TRAFFIC SIGN STA STATION ® PROPOSED STORM DRAIN INLET E.F.P.U. EASEMENT FOR PUBLIC UTILITIES I ^2 CONDUIT STREET SEE SHEET 7 CURVE TABLE CURVE # DELTA RADIUS LENGTH TANGENT C1 89'54'08" 20.00' 31.38' 19.97' C2 90'05'52" 20.00' 31.45' 20.03' C3 89'54'08" 20.00' 31.38' 19.97' C4 90°05'52" 20.00' 31.45' 20.03' C5 89°54'08" 20.00' 31.38' 19.97' C6 90°05'52" 20.00' 31.45' 20.03' C7 89'54'08" 35.00' 54.92' 34.94' C8 22°25'35" 35.00' 13.70' 6.94' C9 134'45'19" 84.00' 197.56' 201.58' C10 2225'35" 35.00' 13.70' 6.94' NORTH FLOWLINE SOUTH FLOWLINE j I i f 1 , i I 31.,38 31.45' j 31.38' 131.45' 31.451 LC iI I j 54.921.569 O.C6�352 1 j I 0.06% 1.567. I j LC i I I 352 N, �Opp i O. O O O m O 4.! I O m r\ I ... - Niv O2 I I �N -F CN I �� OO OIi�I- I I I ry_ i OU I i N I I + Cfl N cp Cp Cp + n N Y-� 348 0 �; N I i N �; i �+ ; �, i j �, ! I L6 N ; { i ...w_ EXISTING GROUND "' "� + jU-)q' o SOU FLOW LINES I _, i ►- f- -� I _ __ 348 AT -_ d `� so -- I _�_. C Q ENTEI?LINE �r ; -o-.d - 6. _0�T1 St oo-- s=o.o 20 i344S= .0054 0 o oo I I - 5-0.014 i ! S 0.0054' S=0.0060 I __ -y 344 o i _ m �� I I i _ E -o=0 5g - - - O O O O I Q 1- __ `_ i �y i O r" m Cj �7 I I ( ca j v o I Lr Oo I j i DO =--z N i � i �+d , c+ 0�v�:+ Lcj oJ + 340 Q w i; z !; , I 4 LZ Q,_F � 340 i Nle �l� cn��a 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 FILE NAME. L: \Projects\2013\ 130205.02\ACRD\Improvements\STREETS\ 130205.02-CH3-GOLDEN.dwg - LAST SAVE.• 1/14/2016 4:23.36 PM PDT � � N g� W coo�o mW Lo Z or w a Y U LO U-) Q W n m D 0 W aw J O Ln W< N O W rnla->�LL 3 Y z 0 o w x �= �W U W U Z-. oz 0 z 0 O a= Q z Y N k" =W U Z 0 m 00 O '*> CU ^ W 0 a m Z W oQ� 40' 0' 40' L ; m �, HORIZ. SCALE: 1"=40' o > N "= 4'a VERT. SCALE: 1"=4'I N w a_ �Q Q o U W 0 m m W Q 0 NORTH FLOWLINE SOUTH FLOWLINE j I i f 1 , i I 31.,38 31.45' j 31.38' 131.45' 31.451 LC iI I j 54.921.569 O.C6�352 1 j I 0.06% 1.567. I j LC i I I 352 N, �Opp i O. O O O m O 4.! I O m r\ I ... - Niv O2 I I �N -F CN I �� OO OIi�I- I I I ry_ i OU I i N I I + Cfl N cp Cp Cp + n N Y-� 348 0 �; N I i N �; i �+ ; �, i j �, ! I L6 N ; { i ...w_ EXISTING GROUND "' "� + jU-)q' o SOU FLOW LINES I _, i ►- f- -� I _ __ 348 AT -_ d `� so -- I _�_. C Q ENTEI?LINE �r ; -o-.d - 6. _0�T1 St oo-- s=o.o 20 i344S= .0054 0 o oo I I - 5-0.014 i ! S 0.0054' S=0.0060 I __ -y 344 o i _ m �� I I i _ E -o=0 5g - - - O O O O I Q 1- __ `_ i �y i O r" m Cj �7 I I ( ca j v o I Lr Oo I j i DO =--z N i � i �+d , c+ 0�v�:+ Lcj oJ + 340 Q w i; z !; , I 4 LZ Q,_F � 340 i Nle �l� cn��a 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 FILE NAME. L: \Projects\2013\ 130205.02\ACRD\Improvements\STREETS\ 130205.02-CH3-GOLDEN.dwg - LAST SAVE.• 1/14/2016 4:23.36 PM PDT � � N g� W coo�o mW Lo N 17 M M 0 or w a Y U LO U-) Q W n m D OX Uj m Q v O W aw J O Ln W< N O W rnla->�LL 3 Y z 0 o w x �= �W U W U Z-. oz 0 z 0 O a= Q z Y N k" =W U Y m 00 O '*> CU ^ W 0 a m Z W oQ� 40' 0' 40' L ; m �, HORIZ. SCALE: 1"=40' o > N "= 4'a VERT. SCALE: 1"=4'I N w a_ �Q Q o NORTH FLOWLINE SOUTH FLOWLINE j I i f 1 , i I 31.,38 31.45' j 31.38' 131.45' 31.451 LC iI I j 54.921.569 O.C6�352 1 j I 0.06% 1.567. I j LC i I I 352 N, �Opp i O. O O O m O 4.! I O m r\ I ... - Niv O2 I I �N -F CN I �� OO OIi�I- I I I ry_ i OU I i N I I + Cfl N cp Cp Cp + n N Y-� 348 0 �; N I i N �; i �+ ; �, i j �, ! I L6 N ; { i ...w_ EXISTING GROUND "' "� + jU-)q' o SOU FLOW LINES I _, i ►- f- -� I _ __ 348 AT -_ d `� so -- I _�_. C Q ENTEI?LINE �r ; -o-.d - 6. _0�T1 St oo-- s=o.o 20 i344S= .0054 0 o oo I I - 5-0.014 i ! S 0.0054' S=0.0060 I __ -y 344 o i _ m �� I I i _ E -o=0 5g - - - O O O O I Q 1- __ `_ i �y i O r" m Cj �7 I I ( ca j v o I Lr Oo I j i DO =--z N i � i �+d , c+ 0�v�:+ Lcj oJ + 340 Q w i; z !; , I 4 LZ Q,_F � 340 i Nle �l� cn��a 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 FILE NAME. L: \Projects\2013\ 130205.02\ACRD\Improvements\STREETS\ 130205.02-CH3-GOLDEN.dwg - LAST SAVE.• 1/14/2016 4:23.36 PM PDT � � N g� W coo�o mW N 17 M M 0 or a Y U LO U-) Q W n m D OX Uj m Q v O W aw J O Ln W< N O m W rnla->�LL 3 Y O� w x �= U W U Z-. ZWw �O� 0 z 0 O a= g = Y N k" M O 3 O A(c)( Y m 00 O '*> CU ^ Q CL a m Z W U 3 L 0 �, I / � �z a O z :3LL aw (� I- Z O� NWQ W �' ZWw �O� 0 z 0 z' a= g = !g- (o C3� F M z CC M O 3 O A(c)( 0 Uj Z 2!'d LU C� LU D fy_Q� ^ -1 oE� H�0 r OT DATE: JANUARY 21, 2016 JOB NO.: 130205.02 FILE NAME: 130205.02-CH3-GOLDEN SCALE: HORIZ. 1 " 40' VERT: 1" 4' SHEEP NO.: 3 OF12 Know what's below. Call before you dig. 352 M-0 344 340 GENERAL NOTES O1 ALL STATIONING IS BASED ALONG STREET CENTERLINE UNLESS OTHERWISE NOTED. Q2 POWER POLES TO BE RELOCATED PER PG&E PLANS Q3 ALL CATCH BASINS TO BE TYPE A PER COB STD. D-14 ® MONUMENTS TO BE INSTALLED AT EVERY INTERSECTION AND AT THE BEGIN AND END OF ALL HORIZONTAL CURVES PER COB STD. ST -13 a. a ry a. SIDEWALK 0 R/W *SIDEWALK TOP OF CURB SID,ALK T.p�-- \,� FLOWLINE DRIVEWAY APPROACH NOTES: ROAD LIP PER C.O.B. STD. ST -4 1. ALL CONSTRUCTION AND MATERIALS SHALL BE IN CONFORMANCE WITH STANDARD SPECIFICATIONS. 2. THICKNESS OF APRONS AND SIDEWALK BETWEEN APRON & DRIVEWAY SHALL BE 6" OF CONCRETE. J. CONCRETE SHALL BE CLASS J. 4. NO COLORING SHALL BE ADDED. * PROVIDE REQUIRED PEDESTRIAN EASEMENT IF OUTSIDE OF R/W ** IF CURB AND GUTTER ARE POURED SEPARATE OF APRON, THEN DOWELS ARE REQUIRED AT BACK OF CURB. 3" IN CURB AND 9" IN CENTER OF APRON. DRIVE APPROACH DETAIL (TYP) CONSTRUCTION NOTES QA - CONSTRUCT 6' COMBINATION TYPE SIDEWALK FOR ARTERIAL Q - CONSTRUCT 16 FT RESIDENCE DRIVEWAY PER CITY OF BCR STREETS OR 5' COMBINATION TYPE SIDEWALK FOR LOCAL BW BAKERSFIELD STD. ST -4 CB STREETS, PER CITY OF BAKERSFIELD STD. ST -3 CR CROWN OF ROAD EC END OF CURVE ©- REMOVE EXISTING SIGN ©- CONSTRUCT ACCESS RAMP, PER CALTRANS STD. PLAN RSP A88A ELEV ELEVATION (000.00) CASE A --- INSTALL BARRICADE PER DETAIL ON SHEET 11 ©- INSTALL STREET NAME SIGN, PER CITY OF BAKERSFIELD STD. T-1 OI - INSTALL 12' CROSS GUTTER PER CITY OF BAKERSFIELD 000.00 PROPOSED ELEVATION OO STD. ST -17 @ - INSTALL TYPE B CURB AND GUTTER, PER CITY OF BAKERSFIELD @ EXISTING SURVEY MONUMENT (TO BE PROTECTED IN PLACE) R/W STD. ST -1 (J - INSTALL TRAFFIC SIGNAL INTERCONNECT PER CITY OF 0.009 SLOPE, IN FOOT PER FOOT An BAKERSFIELD STDS. T-33 AND T-34. O - INSTALL STREET LIGHT PER CITY OF BAKERSFIELD STD. ST -14, ® PROPOSED STORM DRAIN INLET AMERICAN ELECTRIC LIGHTING ATBO, AUTOBAHN SERIES LEGEND AC ASPHALT CONCRETE BC BEGINNING OF CURVE BCR BEGIN CURB RETURN BW BACK OF SIDEWALK CB CATCH BASIN CR CROWN OF ROAD EC END OF CURVE EP EDGE OF PAVEMENT ECR END CURB RETURN ELEV ELEVATION (000.00) EXISTING ELEVATION FL FLOW LINE -o -o -o --o- CHAIN LINK FENCE GB GRADE BREAK + STREET SIGN INV. INVERT 19.97' STREET LIGHT LC LENGTH OF CURVE 31.45' CALTRANS STD. PLAN LT LEFT 35.00' RSP A88A CASE A PI POINT OF INTERSECTION --- DIRECTION OF GUTTER FLOW PRC POINT OF REVERSE CURVE 0 PROPOSED SIDEWALK 000.00 PROPOSED ELEVATION OO SURVEY MONUMENTS TO BE SET RT RIGHT @ EXISTING SURVEY MONUMENT (TO BE PROTECTED IN PLACE) R/W RIGHT OF WAY W FIRE HYDRANT ASSEMBLY 0.009 SLOPE, IN FOOT PER FOOT An PROPOSED TRAFFIC SIGN STA STATION ® PROPOSED STORM DRAIN INLET E.F.P.U. EASEMENT FOR PUBLIC UTILITIES STA. 14+80.55, 20.00' LT STA. 10+29.39, 30.00' LT PRC I GB FL 344.94 N x FL 346.22 X o STA. 12+45.74, 27.07' LTE C STA. 14+65.75, STA. 15+75.83, 20.00' LT Z z 3s STA. 10+53.89, 20.00 LT cr�Q LIGHT #630W7 7.00 LT � 41 FL 346.11 EC,GB J sJ 5 4 J 3 FL (34 .75) 11 NF F 10 9 8 7 V CB STA. 14+15.25, 20.00' LT 1 LO FL 345.33 L J � C -14, DEP. FL 345.16 REMOVE EXISTING BARRICADE Q Z + LE) F F F F F F F F F Z W E o+ _1 w Lc) LO Q � r\ cn� + + + + + + Q i 0' E.FP.0 ^ ^ ^ ^ 4 LO A x d / / a 'STA. 14+00.56, 20.00 LT A BRENTHOUSE ST. + . d } 10 00 - _ 11 +0_T. 0 -� _ 1+ 0Q 20 _40' 80' i 3+00 GB FL 345.42 14+00 GOLDEN SQUAB STA 10+00 ;' +� 1 +00 164 STA. 9+58. D0; 0.0 LT BC GB a N00'47'S1 "E 440.63' ' - + - ` y ,� ;- FL 346.62 20 BCR,GB STA. ,1 4+00:56, " 20.00 RT N00 47 51 E 135.12 \ FL 345.42 - q ' STA. 15+75.75, 4 , \ \ d144 d a - _ aV. a ' d o- - ------ °p 00R/W o0 00 10 r } / STA. 15+76.14, 20.00RT + + N"' FL (344.74) CK)O -� N 17 + + 18 I °` MATCH EX. o O o ^ ^ ^ I o cX <oo�A. 149 0.56, 20.00' RT'l. O 0i+ FL .93 ECR 85 ff J + r< "� STA. 10+53.89, 20.00' RT STA. 14+06.15, a FL 346.11 EC, GB 0 34.42' RT I + N TO I TA. 14+13.55, 47.42' RT I d 40 a I STA. 14+60.55, 48.47' RT vi 'y U STA. 10+29.39, 30.00 RT E FL 345.24 -� FL 346.22 PRC LIGHT #63OW6 ¢ �' d I CB -11, DEP. FL 345.07 12 13 14 15 1 V CB STA. 14+20.55, 49.03 RT I U� �C i Q4 FL 345.24 1 V CB -15, DEP. FL 345.07 LC I' GOLDEN SQUARE AVE. SEE SHEET 3 BRENTHOUSE ST. STA 10+00 TO 15+75.75 FOR CROSS SECTIONS, SEE SHEET 11 OF 12 CURVE TABLE CURVE # DELTA RADIUS LENGTH TANGENT C1 89°54'08" 20.00' 31.38' 19.97' C2 90°05'52" 20.00' 31.45' 20.03' C11 44°2455" 35.00' 27.13' 14.29' C12 268°49'50" 42.00' 197.06' 42.87' C 1344'2455" 35.00' 27.13' 14.29' 40' 0' 40' FM ME09 HORIZ. SCALE: I"= 40' VERT. SCALE: 1"= 4' N Z 0 Z 0 a U W 0 m W Q 0 0 LO LO U.j U W z 0 �W W z Q z m W U F U W a oCL m W W Q o C w o0 0 °-° 00 I I I I ! i ` I m I , I i 352 �N�Mo o U fn U' 1 O m i ( .L0 L m p pY m Cp O LO M i j j +i ! I x j 348 4.LLJ EXISTING GROYND ! M- AT AT CENTERLINE - i- - - --r - - -j- - S=0-0020 I w j I I Y 0 0) S=o.00 o s=o.0020 -�- i -- - - -cy - - 344 c Y ----WE��-FtIN � m � � o EXISITING WEST f �CU�E I W'. i i i FLOW LINE j ' z toa.i ! � ca 340 -j i j I I 1.45' 1.38' 95-.-55j--_ 2 r 13'LCA LC j j ! I ! Lc LC } ; j j I , j _ 0.649; - 29 _ ! I r i i 352 RLE NAME. L:\Projects\2013\130205. \STREETS\130205.02-CH4-BRENTHOUSE.dwg - LAST SAVE: 6 4:23:20 PM PDT 10+00 U 11+00 12+00 13+00 14+00 15+00 16+00 (. i 1r� U -2- v z d' z o z LL 4% J (L Q V H� 0 o N WW Mcr (%) W ~ W E- o W � D QCO z 0 z Lj �� a no 0). 0 cr.LL_ o z Zoe c�Wz z Z.. QCCW PLOT DATE: JANUARY 21, 2016 JOB NO.: 130205.02 RLE NAME: 130205.02-CH4-BRENTHOUS SCALE: HORIZ. 1" 40' VERT: 1 " 4' SHEET NO.: 4 OF 12 Know what's below. Call before you dig. 352 I 1/ 344 352 • 344 GENERAL NOTES O1 ALL STATIONING 1S BASED ALONG STREET CENTERLINE UNLESS OTHERWISE NOTED. Q2 POWER POLES TO BE RELOCATED PER PG&E PLANS U3 ALL CATCH BASINS TO BE TYPE A PER COB STD. D-14 ® MONUMENTS TO BE INSTALLED AT EVERY INTERSECTION AND AT THE BEGIN AND END OF ALL HORIZONTAL CURVES PER COB STD. ST -13 CURVE TABLE CURVE # DELTA RADIUS LENGTH TANGENT C3 89°54'08" 20.00' 31.38' 19.97' C4 90°0552" 20.00' 31.45' 20.03' C 14 44°2455" 35.00' 27.13' 14.29' C 15 268'49'50" 42.00' 197.06' 42.87' C16 44'2455" 35.00' 27.13' 14.29' CONSTRUCTION NOTES OA - CONSTRUCT 6' COMBINATION TYPE SIDEWALK FOR ARTERIAL O - CONSTRUCT 16 FT RESIDENCE DRIVEWAY PER CITY OF x STREETS OR 5' COMBINATION TYPE SIDEWALK FOR LOCAL (n M M M 00 BAKERSFIELD STD. ST -4 STREETS, PER CITY OF BAKERSFIELD STD. ST -3 a Q ^ Y x vW, ©- REMOVE EXISTING SIGN ©- CONSTRUCT ACCESS RAMP, PER CALTRANS STD. PLAN RSP A88A o mW CASE A OH - INSTALL BARRICADE PER DETAIL ON SHEET 11 ©- INSTALL STREET NAME SIGN, PER CITY OF BAKERSFIELD STD. T-1 - INSTALL 12' CROSS GUTTER PER CITY OF BAKERSFIELD 0 U STD. ST -17 @ - INSTALL TYPE B CURB AND GUTTER, PER CITY OF BAKERSFIELD �' ZWj 00 o Z 0 STD. ST -1 OJ - INSTALL TRAFFIC SIGNAL INTERCONNECT PER CITY OF Y m z BAKERSFIELD SIDS. T-33 AND T-34. 0 - INSTALL STREET LIGHT PER CITY OF BAKERSFIELD STD. ST -14, m w w AMERICAN ELECTRIC LIGHTING ATBO, AUTOBAHN SERIES c.r_ a U RLE NAME. L: \Projects\2013\ 130205.02\ACAD\Improvements\STREETS\ 130205.02-CH5-ROCHESTER.dwgi - LAST SAVE.• 1/21/2016 3:59:51 PM PDT LEGEND AC ASPHALT CONCRETE FL FLOW LINE "� CHAIN LINK FENCE BC BEGINNING OF CURVE GB GRADE BREAK + STREET SIGN BCR BEGIN CURB RETURN INV. INVERT -0 STREET LIGHT BW BACK OF SIDEWALK LC LENGTH OF CURVE CALTRANS STD. PLAN CB CATCH BASIN LT LEFT RSP A88A CASE A CR CROWN OF ROAD PI POINT OF INTERSECTION DIRECTION OF GUTTER FLOW EC END OF CURVE PRC POINT OF REVERSE CURVE PROPOSED SIDEWALK EP EDGE OF PAVEMENT 000.00 PROPOSED ELEVATION OO SURVEY MONUMENTS TO BE SET ECR END CURB RETURN RT RIGHT EXISTING SURVEY MONUMENT (TO BE PROTECTED IN PLACE) ELEV ELEVATION R/W RIGHT OF WAY FIRE HYDRANT ASSEMBLY (000.00) EXISTING ELEVATION 0.00% SLOPE, IN FOOT PER FOOT i PROPOSED TRAFFIC SIGN STA STATION ® PROPOSED STORM DRAIN INLET E.F.P.U. EASEMENT FOR PUBLIC UTILITIES GOLDEN SQUARE AVE. SEE SHEET 3 STA. 14+06.05,. - - - 34.41 ' LT I I EXISTING DIRT Rc I T - 4+00.47, 20.00' LT I - _ _ _ - _ _ _ _ _ A a i � r 1 EC^.17 83 346.28 57, 20.00 LT14+15.47 F 345. � JI/'l. I T I LV.TV, TV.LL LI B FL 345.66 CB - I 16, DEP. FL 345.49 82 iTAJ 14+20.47, 39.97' LT ECR P'L IJ45.68 FL 345.8-3---,,-, r' 9 81 STA. 14+16.44, 19.97 LTPI FL 345.88 SEE DETAIL "A" i _ru1c curry GOLDEN SQUARE AVE. SEE SHEET 3 r1 80 9R n 3' RT 79 14+20.33, 40.03' RT ECR AG 7A 15+00 V) mW 00 o- � I I x (n M M M 00 z a Q ^ Y x vW, m LI m Q LC) z o mW O 0 W Q rn a >Uj a U Q U 2 0 0 U CV O Z a �' ZWj 00 o Z 0 Z ' �� Qz j Y m z O Z 0 ti m w w Z c.r_ a U 3 4_ L 8 p d af U W Q m m ILLJ - 0 C 346.25 I C 346.32 �'���0 TC 346.25 I C 346.38 FL 345.75 1 14+19.91 " 1 C 346.31 0� C 346.77 113+98.04 ` �0 000 FL 345.83 GB, PI �G�NEER •k b y. °o° I Q ' TC 345.84 % FL 345.84 N W) - 2 o FL 345.88 PI & d Z o CR FL 346.17 TC 345 92 I ����or * s�PA� 4" FL 345,92 3a FL `346.05 " � -14+06.98 DETAIL "A" 1"= 10' 40' 0' 40' HORIZ. SCALE: 1"=40' VERT. SCALE: 1"=4' • I • 344 352 344 I•l-L/7,!,)lL', U2 x W W z z W U W N � W O OU mW 00 o- � I I x (n M M M 00 z rn ^ z M a Q ^ Y x vW, m LI m Q LC) z LL mW O 0 W Q rn a >Uj a U Q U 2 0 0 U CV O Z a �' ZWj 00 o Z 0 Z ' �� Qz j Y m z O Uj CU ti m w w Z c.r_ a U 3 4_ L 8 p I �z z cc 0 z LL g Q a U H 0 0 N W F- W �' ZWj 00 o Z 0 Z ' �� IL= Qi 0 IL �mw z * (p cl) W Q o z UW= 0. A zoo E- wW w 0�� oaC�O L J 1 tncorc N 0 W W 00 m N M M M C C z a Q Y X U ¢ N � m 0 W m Q �X�Ci W m 0 4410 Cn d > d. v 2 N U U OZ 4 O wZWCC � �o � N I IZv pQ j Y m *>> Ci m O 0 CU Lu o Z } m CL w Z � 0_ O ° �� z 0 0 o_ U N w 0 m m w 0 0 Lo Lo LJ U K W Z C> m Ow �w oz = cD Qz =w F- C) w 1 m w N 0 a �w F - Q o N M O r, 0 W W 00 m N M M M C C Z C° °' Z a Q Y X U ¢ N � m 0 W m Q �X�Ci W m O O N 4410 Cn d > d. v 2 LLW O0 U U OZ 4 O wZWCC � �o Y N I IZv pQ j Y m *>> Ci m O 0 CU Lu o Z } m CL w Z � 0_ O ° �� HCO) Z 0 PLOT DATE: JANUARY 21, 2016 JOB NO.: 130205.02 FILE NAME: 130205.02—CH6—NEW BOND SCALE: HORIZ. 1" 40' VERT: 1 " 4' SHEET NO.: 6OF12 Z q< Z IT O z U. 4410 J a d. v � LLW O0 N co w wZWCC � �o o z O z I IZv CL arn Co IL �Z QLAJa 0 M � F -o Lu o Z a ve zo wm w w 00 Uj Lf) -� ° �� HCO) Z PLOT DATE: JANUARY 21, 2016 JOB NO.: 130205.02 FILE NAME: 130205.02—CH6—NEW BOND SCALE: HORIZ. 1" 40' VERT: 1 " 4' SHEET NO.: 6OF12 V) d m w o00r-0 Of r-- I I U- :r (n m M rM r.Mj O0 Z a X U LU m O � Lr)Q Lo ZD Li m Q � � Cil W m O 45 OU 0)W Q d > H U La Y 0 � U 2 0 � U co) U OZ ?>W CL O D z� ow 2 N �a-F- co QY Q C U Y le>>>> O 06 r" m m O Ld CU J m Q Z Z 0 ® � I C) U N W O m m W m ��NEER `'gyp NF -R b�y�yo 24 � v - o N M U U U Z Ll - V O o�,d Or /038 * S O Lo M M Lo W U L �00O d m w o00r-0 Of r-- I I U- :r (n m M rM r.Mj O0 z m rn z a X U LU m O � Lr)Q Lo ZD Li m Q � � Cil W m LL 45 OU 0)W Q d > H U La Y 0 � U 2 0 � U co) U OZ ?>W CL O D z� ow 2 N �a-F- co QY Q C U Y le>>>> O 06 r" m m O Ld CU J m Q Z CL ® � I ' U Z Z It O z LL 45 0 I- 0 � NW � co) ?>W z D z� ow = �a-F- co 'z M_ m Q 06 r" H W D o Z zoo (TWO J �� SHO 1— co rO T DATE: JANUARY 21 2016 JOB NO.: 130205.02 FILE NAME: 130205.02-CH7-CONDUIT SCALE: HORIZ. 1 " = 40' VERT. 1 " 4' SHEET NO.: 7 OF 12 Know what's below. Call before you dig. GENERAL NOTES O1 ALL STATIONING IS BASED ALONG STREET CENTERLINE UNLESS OTHERWISE NOTED. Q POWER POLES TO BE RELOCATED PER PG&E PLANS Q3 ALL CATCH BASINS TO BE TYPE A PER COB STD. D-14 ® MONUMENTS TO BE INSTALLED AT EVERY INTERSECTION AND AT THE BEGIN AND END OF ALL HORIZONTAL CURVES PER COB STD. ST -13 CURVE TABLE CURVE # DELTA RADIUS LENGTH TANGENT C20 89'56'42" 30.00' 47.10' 29.97' TRACT BOUNDARY CONSTRUCTION NOTES OA – CONSTRUCT 6' COMBINATION TYPE SIDEWALK FOR ARTERIAL OF – CONSTRUCT 16 FT RESIDENCE DRIVEWAY PER CITY OF � STREETS OR 5' COMBINATION TYPE SIDEWALK FOR LOCAL BC BAKERSFIELD STD. ST -4 GB STREETS, PER CITY OF BAKERSFIELD STD. ST -3 + STREET SIGN BCR BEGIN CURB RETURN ©– REMOVE EXISTING SIGN ©– CONSTRUCT ACCESS RAMP, PER CALTRANS STD. PLAN RSP A88A BW BACK OF SIDEWALK LC CASE A – INSTALL BARRICADE PER DETAIL ON SHEET 11 ©– INSTALL STREET NAME SIGN, PER CITY OF BAKERSFIELD STD. T-1 O – INSTALL 12' CROSS GUTTER PER CITY OF BAKERSFIELD � RSP A88A CASE A CR STD. ST -17 @ – INSTALL TYPE B CURB AND GUTTER, PER CITY OF BAKERSFIELD -•— DIRECTION OF GUTTER FLOW EC STD. ST -1 QJ – INSTALL TRAFFIC SIGNAL INTERCONNECT PER CITY OF Y PROPOSED SIDEWALK EP BAKERSFIELD SIDS. T-33 AND T-34. O – INSTALL STREET LIGHT PER CITY OF BAKERSFIELD STD. ST -14, OO SURVEY MONUMENTS TO BE SET ECR AMERICAN ELECTRIC LIGHTING ATBO, AUTOBAHN SERIES RT RIGHT MOUNTAIN VISTA DRIVE SEE SHEET 10 EXISTING IMPROVEMENTS TRACT 6328 I �� REMOVE EXISTING LEGEND AC ASPHALT CONCRETE FL FLOW LINE � CHAIN LINK FENCE BC BEGINNING OF CURVE GB GRADE BREAK + STREET SIGN BCR BEGIN CURB RETURN INV. INVERT cf) STREET LIGHT BW BACK OF SIDEWALK LC LENGTH OF CURVE Z CALTRANS STD. PLAN CB CATCH BASIN LT LEFT � RSP A88A CASE A CR CROWN OF ROAD PI POINT OF INTERSECTION -•— DIRECTION OF GUTTER FLOW EC END OF CURVE PRC POINT OF REVERSE CURVE Y PROPOSED SIDEWALK EP EDGE OF PAVEMENT 000.00 PROPOSED ELEVATION OO SURVEY MONUMENTS TO BE SET ECR END CURB RETURN RT RIGHT Z-- EXISTING SURVEY MONUMENT (TO BE PROTECTED IN PLACE) ELEV ELEVATION R/W RIGHT OF WAY FIRE HYDRANT ASSEMBLY (000.00) EXISTING ELEVATION 0.00% SLOPE, IN FOOT PER FOOT i PROPOSED TRAFFIC SIGN STA STATION ® PROPOSED STORM DRAIN INLET E.F.P.U. EASEMENT FOR PUBLIC UTILITIES BRENTHOUSE STREET ROCHESTER COURT SEE SHEET 4 SEE SHEET 5 �y 4yv� .� vwZ- �l stir 04i1 �L��y�v lx kc �0l VAYL/UH/ tKUM HIP&L k POINT TO EXISTING GROUND ���k5 oG 4G�yk �QF`1� ' G`jkhC�kQ��k 1 Ix x o X 4�°o i o Q�e ATA 4:1 MAX SLOPE BERKSHIRE ROAD STA 10+00 TO 16+50 FOR CROSS SECTIONS, SEE SHEET 11 OF 12 \\ ' Lc) \ \ ooh + Z m rn^ n a a. �x 681.00' LT vw) W 27 cf) w 0 W o p _ W Q Q) 0_ > Z a 34.00' LT J W U i� 40' 0' 40' HORIZ. SCALE: 1"=40' VERT. SCALE: 1"= 4' 344 352 KE -41:1 KlcI RLE NAME: L:\Projects\2013\130205.02\ACRD\Improvements\STREETS\130205.02—CH8—BERKSHIRE.dwg — LAST SAVE. 1 10+00 6 5:13:10 PM PDT 11+00 AT i NORTH FLOWLINE 12+00 13+00 14+00 15+00 16+00 ►� 344 352 { . . 17+00 18+00 l • 1 '6c)r� U'2 - 0 W o' 0_ W EL n- ¢ ¢ a o C- W O U 00 00 N M M M EL 0 tr Z m rn^ n a Q x0 U vw) m O LO LO W m Q v c W m 0 N o p _ W Q Q) 0_ > O a l� Z U W S N � U U OZ c O WO 0 W v~' D 0 0 QY f3 Y m _ g CL O in CU LLI LLI r m a m >o z Z () LII �L a Z-- Z 0 o co co U V) 0 m W Q 0 0 W o' 0_ W EL n- ¢ ¢ a o C- W O U 00 00 N M M M EL 0 tr Z m rn^ n a Q x0 U vw) m O LO LO W m Q v c W m _! p x N o p _ W Q Q) 0_ > O a l� Z U W S U -N � U U OZ c O WO 0 W v~' D 0 0 QY f3 Y m _ g CL O in CU LLI LLI r m a m >o z Z () LII �L a Z-- CL o V z d' z cr o z LL g Q a U I- U -N W WO 0 W v~' D 0 0 D Z _ g CL >(0 t0 W LLI LLI m >o z z o () LII �L I z L J Z-- oW� co co PLOT DATE: JANUARY 21, 2016 JOB NO.: 130205.02 FILE NAME: 130205.02—CH8—BERKSHIRE SCALE: HORIZ. 1" = 40' VERT: 1 " 4' SHEEP NO.: 8 OF 12 N W m 00 w r I I ti x (!� � M M M O Z a XO U LO Lo Q On W m Q W m O g >i FW-.. lai O V Z W LLz N W U 0 U OZ a z Y N 0 n .- g = <- 0 m m O � w Q� 0 Z zcVW� } O] Q a Z w � O_ U 3 Z O � d U (n W } 0] W Q D G�NEER bjd0 u4i � J N M U d d z Q o SPA, w U 0: af W Z Oaf �W W p Z Q Z 2 W U� W N W O r- O W m 00 w r I I ti x (!� � M M M O Z (D rn ^ ^ Z M a XO U LO Lo Q On W m Q W m LL g >i FW-.. lai O V Z W LLz N W U 0 U OZ a z Y N 0 n .- g = <- 0 m m O � w Q� 0 Z zcVW� } O] Q a Z w � O_ U 3 � ' V Z Oz LL g J Q (L V I- LLz N W 0 Cl) N >>� O 0 n .- g = <- I �cc m a W CL Q Off LLI = CO 3: w Q� 0 Z zcVW� 1—W CL Q� .W o�� Hi)uim N O ti 'm w wc) o - ct: � I I x N 0) Mr M M 0 & Z a Q M < Y X U� Lo L O m p Q LSI m Q Ci W m O Fw- O d. U U LdU LL 0 0 N W Ix OZ U W O z 0 LL- O L > IL r Q I� o A A c G Z pY (oLd w Q ~ o Z O H W UWP Of 0 (A 00 Ld m fy o��P Z � U Z O CL a U N W p Eli Li Li z 0 Z Li U Li FILE NAME.• L:\Projects\2013\130205.02\ACAD\Improvements\STREETS\130205.02-CH9-MOUNTAIN.dwg - LAST SAVE 1/26/2016 2.14:54 PM PDT NM <t 00 O O ti 'm w wc) o - ct: � I I x N 0) Mr M M 0 & Z W rn ^ Z a Q M < Y X U� Lo L O m p Q LSI m Q Ci W m p N Fw- O d. U U LdU LL 0 0 N W Ix OZ U W O z 0 LL- O L > IL r Q I� o A A c G Z pY (oLd w Q ~ o Z O H W UWP a- Lu 0 (A 00 Ld m fy o��P Z � U CL ' U Z Z cr O z LL g J d. U I— > LL 0 0 N W Ix W W t7)�O~ W O z 0 LL- Lj z L > IL r Q I� o A A c G Z O, M (oLd w Q ~ o Z a. zo`� H W UWP a- Lu 0 (A 00 Ld q � o J o��P 2 PLOT DATE: JANUARY 26, 2016 JOB NO.: 130205.02 RLE NAME: 130205.02-CH9-MOUNTAIN SCALE: 1. SHEEP NO.: 'TV 10 OF 12 10' 1 20' 5' 1 5' carte �����Y� ����-�:�X-.�`r • -"', �'I" �`, ijY • 6U LOCAL STREET SECTION NOT TO SCALE `L 45' 1' 34' 2% 20' 1 10' 5' 1 5' 27. ------ a- 1 27. INSTALL TYPE "B"' CURB AND INSTALL 4.5' SIDEWALK GUTTER PER C.O.B. PER C.O.B. STD. S-3 STD. S-1 STREET NAME T.I. R AC CL2AB LOOKING HILLGATE AVE. 4.5 33 0.25' 0.40' EAST BELLINGHAM WAY 4.5 33 0.25' 0.40' NORTH FRAMPTON ST. 4.5 33 0.25' 0.40' NORTH BECKLOW ST. 4.5 33 0.25' 0.40' NORTH ALONDRA DR. 4.5 33 0.25' 0.40' EAST BRENTHOUSE ST. 4.5 33 0.25' 0.40' NORTH GOLDEN SQUARE AVE. 4.5 33 0.25' 0.40' EAST ROCHESTER CT. 4.5 33 0.25' 0.40' NORTH NEW BOND CT. 4.5 33 0.25' 0.40' 1 NORTH CONDUIT ST. 4.5 1 33 1 0.25' 1 0.40'1 NORTH VARIES 1.79 -29 TYPE 'A" ASPHALT CONCRETE CLASS 2 AGGREGATE BASE 1.0' MIN.COMPACTED SUBGRADE TO 959 REL. COMP. MOUNTAIN VISTA DRIVE COLLECTOR HALF STREET SECTION (WITHOUT MEDIAN) LOOKING NORTH NOT TO SCALE IL VARIES 45' 4'-13' 3' 34' LQ ?o 2 CJ - DAYLIGHT FROM HINGE POINT TO EXISTING AT A 4:1 MAX SLOPE BERKSHIRE ROAD 1 5 ! JW Q) 01 3.2% m INSTALL 5.5' COMBINATION TYPE INSTALL TYPE "B" SIDEWALK PER. CURB AND GUTTER CITY STD. S-3. PER. CITY STD. S-1. STREET NAME T.I. R AC CL2AB LOOKING MOUNTAIN VISTA DR. 6.0 33 0.30' 0.55' NORTH TYPE 'A" ASPHALT CONCRETE CLASS 2 AGGREGATE BASE 1.0' MIN.COMPACTED SUBGRADE TO 959 REL. COMP. COLLECTOR HALF STREET SECTION (WITHOUT MEDIAN) LOOKING WEST NOT TO SCALE FlLE I�WME.• L:\Projects\2013\130205.02\ACRD\Improvements\STREETS\130205.02--CHID-DET.dwg -LAST SAVE: 1/21/2016 3:05:26 PM PDT 1 5 39°pIJ INSTALL 5.5' COMBINATION TYPE INSTALL TYPE "B" SIDEWALK PER. CURB AND GUTTER CITY STD. S-3. PER. CITY STD. S-1. STREET NAME T.1. R AC CL2AB LOOKING BERKSHIRE RD. 1 6.0 1 33 1 0.30' 0.55' 1 WEST 3/8" MACHINE BOLTS (GALVANIZED) WITH NUTS AND WASHERS 2" I.D. STANDARD GALVANIZED PIPE NOTES 1, MARKINGS FOR BARRICADE RAILS SHALL BE ORANGE AND WHITE STRIPES (SLOPING AT AN ANGLE OF 45 DEGREES) 2.THE ENTIRE AREA OF THE ORANGE AND WHITE RAIL SHALL BE REFLECTORIZED AND SHALL MEET THE FOLLOWING MINIMUM DRY REFLECTIVE VALUES AT 0.2 AND 0.5 DEGREE DIVERGENCE, EXPRESSED IN UNITS OF CANDLEPOWER PER FOOT CANDLE PER SQUARE FOOT, AS MEASURED AT A DISTANCE OF 50 FEET FROM THE LIGHT SOURCE. THE WET REFLECTIVE VALUES SHALL BE A MINIMUM OF 90 PERCENT OF THE DRY VALUES. THE PREDOMINATE COLOR FOR OTHER BARRICADE COMPONENTS SHALL BE WHITE. INCLUDED WHIT RAN ANGLE 05 -4 45.0 20.0 13.0 6.5 +30 20.0 11.0 6-5 2.9 3. SECTION 57, "TIMBER STRUCTURES" OF THE STANDARD SPECIFICATIONS, CURRENT EDITION, SHALL APPLY- ALL TIMBER TO BE DOUGLAS FIR CONSTRUCTION GRADE S4S. OR 4. RAILS SHALL BE NOMINAL 2" x 8"-&F 2" x 10" *5. WIDTHS OF BARRICADE AND PLACEMENT OF TRAFFIC STANDARD SIGNS SHALL BE DETERMINED/APPROVED BY THE BIREeTeR- ENGINEER TYPICAL BARRICADE (END - OF - STREET) NOT TO SCALE Adbst R/W or obtain 4.0' 4.0' min. easement to accommodate 6.0" Min. full depth of approach. 1.5% min. - 2.0% max. 1.0' Lin 6.0' Min. NOTES- 1. OTES1. A/l workmanship and materials shall conform to the applicable sections of the specifications entitled 'State of California, Deportment of Transportation, Standards Specifications' hereafter known as 'Standards Specifications, current City approved edition. 2. A current Street Permit issued by the City of Bakersfield Public Works Department must accompany alt work within the City right-of-way. 3. Subgrode shall be constricted true to grade and cross section and compacted to 90% of maximum dry density as determined by ASTM D-1557 to a depth of 6' below top of subgrade. 4. Concrete for drive approach shall conform to the requirements of the Standard Specifications for minor concrete (min. cement content 505 lb/cu )d). Concrete shall contain no additives unless prior approval is obtained from the City Engineer. 5 Timber fofms shall be surfaced on the side placed next to the concrete and shall not be less than 1.5' thick after being surfaced. Fours and subgrade shall be wetted immediately prior to placement of concrete. 6. Concrete shall be troweled smooth, edged and then given a light broom finish. Immediately after finishing, all exposed surfaces shall receive a uniform application of white pigmented curing compound conforming to the Standard Specifications The surface of the concrete shall be kept moist untl the curing compound SECTION 'A -A " 8. Expansion pint filler material shall consist of preformed strips of durable, resilient compound that conform to the requirements of the Standard Specifications 9. Sections of existing drive approach being removed for replacement shall be sawcut at the limits of removal as directed by the City Engineer. The section being removed shall be a minimum of 5.0' in length and sawcuts shall align with existing pint or score line. Replacement shall conform in dimension and location to the adjacent existing improvements unless otherwise directed by the City Engineer. 10. Sections being replaced may be poured against existing povement, if in good condition and with the prior approval of the City Engineer. Otherwise, the existing paieme nt shall be sawcut a minimum of 2.0' from the edge of concrete or as directed. Povement patch shall conform to the requirements of Standard Detaff ST -11. 11. Curb and gutter and body of approach shall be poured separately, not monolithically. 12. No drive approach construction shall be permitted in street or alley curb returns 13 Edge of drive approach shall be a min. of 2.5' from adjacent tot line: 14. Existing curb, if in good condition, may be sawcut and removed ('curb cut) to accommodate construction of new residential drive approach or widening of existing approach. Eot \Tore is applied. \ 7. Expansion pints shill be constructed of both '`�'�>�• \ de ends of approach. Weakened plan pints, 2.0' deep, eto�COO ood�i�� t� shall be placed at center of approach and at 10.0' 0 \ oQe P maximum intervals and as directed by the City Engineer. Eood �Q\oy60 pl i :ori \• - .. :.. 4 4.0' min. 5 °t)p - c 32 ,moi 77 cdo cood�`1� s� 'P he19�< .CO 1009 �I60 2N 11 J1 CONDUIT A A TOP VIEW h CONDUITS SHALL BE LID SHALL READ '7RAFRC SIGNAL" `14 CAPPED IN PULL BOXES 12' NOTCH OUT FDR YARIOUS 12" CONDUIT SIZES (TYR) EXTENSION O O CLEAN CRUSHED 12- S7D PLAN ESS8EGROUT PER SECTION A -A FOR DETAILS CAL )PANS STANDARDS NTS RBE? MODEM SINGLE PANEL HOUSING 400' MAX BETWEEN PULLBOXES \-CONDUIT fZ0K1NE--1 NOTE CONDUIT TO BE INSTALLED UNDER SIDEWALK AREA, ANY DEKATION fROM TYPICAL INSTALLATION STANDARD MUST BE APPROVED /N ADVANCE BY CITY TRAFFIC ENGINEER TYPICAL CONDUIT / PULL= LOCA AON NTS ETHERNET CARD ETHERNET CABLE r -SINGLE PANEL HOUSING 12 STRAND SMFo MAIN FlBER GIGABIT SNITCH SC PATCH CO?OS SC PATCH CORDS SC ADAPTERS SC ADAPiZRS- MAIN FIBER MAIN FlBER SPLICE VAULT SPLICE ENCLOSURE NTS CONDUIT DEPTH MINIMUM CONDUIT DEPTH UNDER SIDEWALK =4" TO IO' OF PIPE MINIMUM CONDUIT DEPTH UNDER STREET = 30 TO TOP OF PIPE MULit-DUCT CONDUIT TRAFRC SIGNAL INTERCONNECT SHALL BE INSTALLED AS DIRECTED BY THE CITY TRAFRC ENGINEER. OMISSION OF INTERCONNECT CONDUIT MAY BE ALLONED ONLY WHERE ACCEPTABLE AL IERNATE INTERCONNECT CONDUIT ALONG ARTERIAL OR COLLECTOR STREETS MEANS OF comma17ON IS PROVIDED FOR IN THE CITY TRAFRC COMMUNICATION MASTER PLAN. IMUL fl -DUCT CONDUIT IS REQUIRED ON ALL SIGNAL COMMUNICA71ON BACKBONE ROUTES moo OV THE CITY 7RAFfTC COMMUNICATICN MASTER PLAN, PULL BOXES SHALL BE CAL TRANS STANDARD N0. 6. 07W CONDUIT ROUTES INSTALL 2" OR 3' SCHEDULE 40 CONDUIT UNDER SIDEWALK WITH PULL BOXES AT 400' MAXIMUM /N7ERVAL. PULL BOXES SHALL BE N0. 5 WITH EX7FNS101VS AND KNOCKOUTS CONDUIT SHALL BE BROUGHT INTO PULL BOXES PARALLEL TO THE EXISANO SURFACE (HORIZONTAL). THE TOTAL ANGULAR BEND OF CONDUIT BETHEEN PULL BOXES SHALL NOT EXCEED 180 DEGREES. A PULL ROPE WITH TRACER WIRE CONFORMING TO SECTION 86-205C 'INSTALLATION' OF THE STANDARD SPECIRCA77ON SHALL BE INCLUDED IN ALL INTERCONNECT CONDUIT FOR INSTALLA17ON Or FUTURE CONDUCTORS 12 STRAND SMFO MAIN RBER -SPLICE ENCLOSURE SPLICE VAULT -J TYPICAL ETHERNET RBER OP77C CONNECTION NTS SIGNAL CONTROLLER /W MODEM C2S CABLE r -TERMINAL BLOff COPPER CABLE SURGE PRO TECTOR-� COPPER HIRES TYPICAL COPPER CABLE CONNECTION NTS M w z o � �w LU Z iw U_ R' U m o N N � w a o � N � � w m LU aoo°0 rY r I I U- x (n M M 00 z a QM Q -^ Y M X U Q U,81m L1,13 v 0 N 0 O 3 rn a > 3 0 Y LLJ U UJ U a, z Oa V H 0 z Y * A QQN j Y M m 0 z 0 -W C0 o cW z � o Lz 0;1=W L o F� n o V U-1 a o Z °'-� :i C; I -W CSW W W W 0X� Q� �� J i- co U !n w 0 M 0 M w z o � �w LU Z iw U_ R' U m o N N � w a o � N � � w m LU aoo°0 rY r I I U- x (n M M 00 z to 6' ^ ^ Z a QM Q -^ Y M X U Q U,81m L1,13 v J X 3rr N 0 O 3 rn a > 3 0 Y LLJ U UJ U a, z Oa V H 0 z Y * A QQN j Y M m 0 CoM -W C0 o cW z � o Lz 0;1=W L o (70T77TE:JAN21, 2016 JOB NO.: 130205.02 FILE NAME: 130205.02 -CH 10 -DET SCALE: N.T.S. SHEET NO.: 11 OF 12 Z CO 0 Z WW LLJ a, Z V H 0 W NW V 0 �2 W -W C0 o cW vim' = Q CO Lz 0;1=W ; O F� n o V U-1 a o Z °'-� :i C; I -W CSW W W W 0X� Q� �� J i- co (70T77TE:JAN21, 2016 JOB NO.: 130205.02 FILE NAME: 130205.02 -CH 10 -DET SCALE: N.T.S. SHEET NO.: 11 OF 12 Know what's below. 0111 before you dig. BERKSHIRE ROAD I �I V I ' R1-1 /-- 20 SF OF LIMIT LINE SIGNING, STRIPING AND PAVEMENT MARKING NOTES 1. ALL WORK SHALL CONFORM TO THE 2010 EDITION OF THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD PLANS AND SPECIFICATIONS, THE 2012 EDITION OF THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CA MUTCD), THE LATEST EDITION OF THE CITY OF BAKERSFIELD IMPROVEMENT STANDARDS AND SPECIFICATIONS, AND THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL VERIFY THE INFORMATION SHOWN ON THESE PLANS WITH THE REFERENCED DOCUMENTS AND NOTIFY THE CITY OF BAKERSFIELD OF ANY DISCREPANCIES 48 -HOURS PRIOR TO COMMENCING WORK. 2. ALL CONFLICTING TRAFFIC LINES AND PAVEMENT MARKINGS SHALL BE COMPLETELY REMOVED BY LIGHTLY GRINDING. J. STRIPING PROCEDURES SHALL BE PER THE CITY OF BAKERSFIELD STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. 4. ALL EXISTING SIGNS TO BE REMOVED SHALL BE SALVAGED AND RETURNED TO THE CITY. 5. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD UNLESS OTHERWISE NOTED. LEGEND REMOVE EXISTING TRAFFIC STRIPE AND/OR PAVEMENT MARKING AS SHOWN BY LIGHTLY GRINDING. EXISTING SIGN(S), AS NOTED, AND SIGN POST TO REMAIN UNLESS OTHERWISE INDICATED. T NEW SIGN(S), AS NOTED, ON NEW SIGN POST. YELLOW DIAGONAL MARKINGS, 12" WIDE, SPACED AT 20' O.C. ALONDRA DRIVE O EXISTING R/W I R 1-1 R26 (CA) 1 \ 150 LF OF DETAIL 38 3 � R26 (CA)_ R26 (CA) —STA_ L1+_98J$Q'ZT �' ----- -- -- ---- ----- --- \ ---------------------------5;_----_i' = _=__ 1 STA. 12+49.08, 5.44 LT - -- --------------------------- SECTION LINEICONSTRUCTION CENTERLINE150 LF OF DETAIL 38 3 IF r-- 200 LF OF DETAIL 22 3 ca l 1� BERKSHIRE ROAD ALONDRA DRIVE -100 LF OF DETAIL 38 R26 (CA) — Ir O ~ N W dJ � �O W I Z W J m = W ���W^^ VJ SCALE: 1 "= 40' 40' 0' 40' Z 1 J IJV LI VI VLI/11L JV 0 11 PROPOSED R/W CO) 11 O4 TYPE IV(L) ARROW 3 7 6 5 4 3 2 1 1 2- BERKSHIRE ROAD ALONDRA DRIVE -100 LF OF DETAIL 38 R26 (CA) — Ir O ~ N W dJ � �O W I Z W J m = W ���W^^ VJ SCALE: 1 "= 40' 40' 0' 40' \NEER b �, SER /fid N M Q z V O CONSTRUCTION NOTES STA. 23+01.09, 14.34' LTBC Ol EXISTING STRIPING TO BE REMOVED. LO to STA. 21 +00.88, 7.00' LT STA. 23+94.34, 17.17' LT 0 R26 (CA) — R2f�,(CA) EC O FURNISH & INSTALL R1-1 REGULATORY SIGN AND POST. EXISTING DETAIL 27B °o�g�� EXISTING R/W NEW STRIPING TO BE INSTALLED W N-----=°�-- ------ — — — — — — — — — ---ooh- — — — — — — — — — — — �A— — - CURVE TABLE Q 3 _------------ --- F c _ ==- --====------- __- __ _-_-_-_ __-___ ___ ____ _-__= O4 NEW PAVEMENT MARKING TO BE INSTALLED. z Q — — — — - — — — — — — CURVE # DELTA RADIUS LENGTH TANGENT w 430 LF OF DETAIL 22 O3 1,500'R- - - - - - - - _ - - W SECTION LINE/CONSTRUCTION CENTERLIN C1 3.31'17" 1500.00' 92.19' 46.11' O5 INSTALL 4" YELLOW INTEP'OR LINES EVENLY SPACED AT 25' O.C. C2 C2 3'33'51- 1500.00' 93.31 ' 46'. 6 T 1111"I'L — 1 W _____� O EXISTING PAVEMENT MARKING TO BE REMOVED. a W 0D - 5 , 2 nn 23+00 24 00 = ZQ - - - - - - - - -279 _ - _ - - - - - - -,- - - - - - - - - - - - - - - - - - _ _ 25100 -�� O7 REMOVE AND SALVAGE EXISTING STREET NAME SIGN AND POST. CO ---�- - Q ` MOUNTAIN VISTA DRIVE �8 REMOVE AND SALVAGE EXISTING OM1 -3 WARNING SIGN AND POST. A. 20+23.12, 2.77' RT W EC O9 REMOVE AND SALVAGE EXISTING W1-6 WARNING SIGN AND REPLACE WITH U ° c "E" A NEW W1-7 SIGN. m EXISTING TYPE E WHITE -o— 0 Q CHANNELIZERS (TYP.) 10 REMOVE AND SALVAGE EXISTING OM1 -3 AND WI -6 WARNING SIGNS. o 1,500'R 11 a , i EXISTING R/W 11 SCALE: 1 "= 40' 16 11 FURNISH & INSTALL R26 (CA) REGULATORY SIGN AND POST. a aQ 40' 0' 40' MOUNTAIN VISTA DRIVE III I v III \ ti. J-41-11 a III - \ / --4444-- --/��/ i 11 1i 0� 12 ° 752 LF OF 4" WHITE LINE O BERKSHIRE ROAD 1J 1J 1 V 11 " 1111 V .1.J 1 V lJ r11./ FILE NAME.• L:\Projects\2013\130205.02\ACRD\Improvements\STREETS\130205.02-CH11-SSM.dwg - LAST SAVE 1/14/2016 3:06:38 PM PDT CONDUIT STREET JLVIIVIY LIIYL�VVIVJ II\VVIIVIY VL/YI LI\LIIYL� PROPOSED EDGE OF PAVEMENT 26 PROPOSED R/W e Z 1 q< 0 Z CO) ix v a O ZZ 0 CLJ U H� O N W od �. 20 cf) W Ld � W Z >>a Z �_ m O ' � oC o QMO a�1A r Q��1✓, QM LLI 'o Z ac�� zoo Z (�/W�Z � Z LLJO N 00) L_j 000 tUiv Z 0 a U W 0 m 00 W a 0 \NEER b �, SER /fid N M Q z V O CONSTRUCTION NOTES STA. 23+01.09, 14.34' LTBC Ol EXISTING STRIPING TO BE REMOVED. LO to STA. 21 +00.88, 7.00' LT STA. 23+94.34, 17.17' LT 0 R26 (CA) — R2f�,(CA) EC O FURNISH & INSTALL R1-1 REGULATORY SIGN AND POST. EXISTING DETAIL 27B °o�g�� EXISTING R/W NEW STRIPING TO BE INSTALLED W N-----=°�-- ------ — — — — — — — — — ---ooh- — — — — — — — — — — — �A— — - CURVE TABLE Q 3 _------------ --- F c _ ==- --====------- __- __ _-_-_-_ __-___ ___ ____ _-__= O4 NEW PAVEMENT MARKING TO BE INSTALLED. z Q — — — — - — — — — — — CURVE # DELTA RADIUS LENGTH TANGENT w 430 LF OF DETAIL 22 O3 1,500'R- - - - - - - - _ - - W SECTION LINE/CONSTRUCTION CENTERLIN C1 3.31'17" 1500.00' 92.19' 46.11' O5 INSTALL 4" YELLOW INTEP'OR LINES EVENLY SPACED AT 25' O.C. C2 C2 3'33'51- 1500.00' 93.31 ' 46'. 6 T 1111"I'L — 1 W _____� O EXISTING PAVEMENT MARKING TO BE REMOVED. a W 0D - 5 , 2 nn 23+00 24 00 = ZQ - - - - - - - - -279 _ - _ - - - - - - -,- - - - - - - - - - - - - - - - - - _ _ 25100 -�� O7 REMOVE AND SALVAGE EXISTING STREET NAME SIGN AND POST. CO ---�- - Q ` MOUNTAIN VISTA DRIVE �8 REMOVE AND SALVAGE EXISTING OM1 -3 WARNING SIGN AND POST. A. 20+23.12, 2.77' RT W EC O9 REMOVE AND SALVAGE EXISTING W1-6 WARNING SIGN AND REPLACE WITH U ° c "E" A NEW W1-7 SIGN. m EXISTING TYPE E WHITE -o— 0 Q CHANNELIZERS (TYP.) 10 REMOVE AND SALVAGE EXISTING OM1 -3 AND WI -6 WARNING SIGNS. o 1,500'R 11 a , i EXISTING R/W 11 SCALE: 1 "= 40' 16 11 FURNISH & INSTALL R26 (CA) REGULATORY SIGN AND POST. a aQ 40' 0' 40' MOUNTAIN VISTA DRIVE III I v III \ ti. J-41-11 a III - \ / --4444-- --/��/ i 11 1i 0� 12 ° 752 LF OF 4" WHITE LINE O BERKSHIRE ROAD 1J 1J 1 V 11 " 1111 V .1.J 1 V lJ r11./ FILE NAME.• L:\Projects\2013\130205.02\ACRD\Improvements\STREETS\130205.02-CH11-SSM.dwg - LAST SAVE 1/14/2016 3:06:38 PM PDT CONDUIT STREET JLVIIVIY LIIYL�VVIVJ II\VVIIVIY VL/YI LI\LIIYL� PROPOSED EDGE OF PAVEMENT 26 PROPOSED R/W e Z 1 q< 0 I CO) ix v a O ZZ LL. CLJ U H� O SECTION LINE/CONSTRUCTION CENTERLINE/ PROPOSED EDGE OF PAVEMENT 651 LF OF DETAIL 22 O3 DETAIL 22 U 40' SCALE: 1 "= 40' 0' 27 40' 11 O +� tiLL T W Q J ' co _ WO Z w I coi UW Fw Q C/) 40' SCALE: 1"= 40' 0' 40' ' U Z 1 q< 0 I CO) ix v a O ZZ LL. CLJ U H� O N W od �. 20 cf) W Ld � W Z >>a Z �_ m O ' � oC o QMO a�1A r Q��1✓, QM LLI 'o Z ac�� zoo Z (�/W�Z � Z LLJO N 00) L_j 000 tUiv I- Coco SECTION LINE/CONSTRUCTION CENTERLINE/ PROPOSED EDGE OF PAVEMENT 651 LF OF DETAIL 22 O3 DETAIL 22 U 40' SCALE: 1 "= 40' 0' 27 40' 11 O +� tiLL T W Q J ' co _ WO Z w I coi UW Fw Q C/) 40' SCALE: 1"= 40' 0' 40' ' U Z q< Z CO) ix O ZZ LL. CLJ U H� O N W od �. 20 cf) W Ld � W Z >>a Z �_ m O ' � oC o QMO a�1A Q��1✓, QM LLI 'o Z ac�� zoo Z (�/W�Z � Z LLJO N 00) L_j 000 tUiv I- Coco r T DATE: JANUARY 21, 2016 JOB NO.: 130205.02 FILE NAME: 130205.02-CH1 1 -SSM SCALE: 1 "=40' I •' (/� f / SHEET NO.: ` 12 OF 12