Loading...
HomeMy WebLinkAbout1.1-6250 18 RevLIST OF MATERIALS ITEM A.G. PAVING TESTING NOTES: STANDARD NOTES, TOTAL A.C. PAVING 1. ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS AND 165 SP7 -39.01 SPECIFICATIONS OF THE CITY OF BAKERSFIELD AND SATE OF CA., CUYD 7 -1. ASPHALT CONCRETE (TYPE 'A'). ASPHALT CONCRETE SHALL BE TYPE A (MODIFIED) FOR ALL DEPT. OF TRANSPORTATION STANDARD SPECIFICATIONS. SUBGRADE PREPARATION ARTERIAL AND COLLECTOR STREETS AND TYPE B (MODIFIED) FOR LOCAL STREETS AND SHALL CONFORM 422 422 TO THE PROVISIONS IN SECTION 399 ASPHALT CONCRETE," OF THE STANDARD SPECIFICATIONS AND 2• THE FOLLOWING CITY OF BAKERSFIELD STANDARDS SHALL BE CONSIDERED PART 370 THESE SPECIAL PROVISIONS. OF THESE PLANS: ST -1, ST -3, ST -4, ST -6, ST -7, ST -9, LF PRIOR TO THE ADDITION OF ASPHALT BINDER, THE COMBINED MINERAL AGGREGATE FOR TYPE A ST -131, T -1 CROSS GU TTER (MODIFIED) OR TYPE B (MODIFIED) ASPHALT CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF 3. PAVING FOR RESIDENTIAL AND LOCAL STREETS SHALL BE: - SECTION 39 -2.02, "AGGREGATE," OF THE SPECIFICATIONS FOR 3/4" MAXIMUM, MEDIUM GRADING. 0.20' TYPE "8" ASPHALT CONCRETE OVER 1160 1160 0.40' AGGREGATE BASE (PER NOTE 15) OVER SQFT ASPHALT BINDER FOR TYPE A (MODIFIED) ASPHALT CONCRETE SHALL BE PG 64 -10 VISCOSITY GRADED 0.50' O.G.. HANDICAP RAMPS ASPHALT, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. ASPHALT BINDER FOR TYPE B (MODIFIED) O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. - ASPHALT CONCRETE SHALL BE PG 64 -10 VISCOSITY GRADED ASPHALT, UNLESS OTHERWISE DIRECTED STD. ST -9. - BY THE ENGINEER. THE ASPHALT BINDER SHALL CONFORM TO THE REQUIREMENTS IN THE TABLE FOR 4. INSTALL STANDARD SURVEY MONUMENT FRAME AND COVER PER . CITY OF EA. "STEAM- REFINED PAVING ASPHALTS," IN SECTION 92 -1.029 "GRADES," OF THE STANDARD BAKERSFIELD STD. DWG. ST -13. MONUMENT ENCASEMENTS SPECIFICATIONS. 3 3 SAWCUT LINE Q TO BE INSTALLED -- THE AMOUNT OF ASPHALT BINDER TO BE MIXED WITH THE MINERAL AGGREGATE SHALL BE DETERMINER BY O EXISTING THE CONTRACTOR IN ACCORDANCE WITH CALIFORNIA TEST METHOD 367 USING SAMPLES OF MATERIALS PROPOSED FOR USE IN THE WORK. THE AMOUNT OF ASPHALT BINDER SHALL BE APPROVED BY THE 5. INSTALL TRAFFIC CONTROL SIGNS ENGINEER. INSTALL STANDARD STREET NAME SIGNS PER C.O.B. STD. T -1 INSTALL METRO SIZE STREET NAME SIGNS PER C.O.B. STD. T -1 AT LEAST 14 DAYS PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL SUBMIT THE FOLLOWING FOR THE -0-- INSTALL STREET LIGHTS, 5800 LUMEN PER DETAIL ON SHEET 14• ENGINEER'S REVIEW AND APPROVAL: INSTALL STANDARD STREET LIGHTS, 9500 LUMEN H.P.S.V. STREET LIGHTS SHALL MATCH THOSE EXISTING IN THE VICINITY. A. A LIST OF AGGREGATE AND ASPHALT SOURCES. " 6. INSTALL TYPE B CURB AND GUTTER, PER C.O.B. STD. ST -1 PER PLAN. B. DOCUMENTATION VERIFYING THAT THE AGGREGATES TO BE INCORPORATED IN THE WORK CONFORM TO THE REQUIREMENTS OF SECTION 39 -2.02, "AGGREGATE," OF THE STANDARD 7. INSTALL 5' SIDEWALK ON ALL STREETS UNLESS OTHERWISE NOTED. SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MATERIAL SIEVE ANALYSIS AND SAND EQUIVALENT TEST RESULTS SHOULD NOT BE OLDER THAN SIX (6) MONTHS. ALL OTHER TEST 8. SEWER LATERAL LOCATIONS TO BE STAMPED (S) INTO THE CURB FACE OVER RESULTS SHOULD NOT BE OLDER THAN ONE (1) YEAR. EACH SEWER LATERAL. 9. INSTALL ADDITIONAL # 3-1/2 PULL BOX FOR STREET LIGHTS AT P.G.& E. C. AN ASPHALT CONCRETE MIX DESIGN DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 367. SERVICE POINT. ALL PULL BOXES TO BE INSTALLED ON A GRAVEL BED A LABORATORY TEST RESULTS ON WHICH THE DESIGN IS BASED SHALL BE SUBMITTED WITH THE MIX MINIMUM OF 6" THICK. DESIGN ALONG WITH THE THEORETICAL MAXIMUM DENSITY OF THE DESIGN MIXTURE AS DETERMINED BY ASTM D2041. THE ASPHALT CONCRETE MIX SHALL MEET THE REQUIREMENTS 10. INSTALL HANDICAP RAMPS PER DETAIL "1" ON SHEET 4. OF SECTION 39 -2.029 "AGGREGATE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL 11. ALL MANHOLE AND LAMPHOLE FRAME AND COVERS SHALL BE SET 1/4" BELOW PROVISIONS. IF THE DATA SUBMITTED SHOWS THAT THE MATERIALS ARE SUBSTANTIALLY THE SAME PAVEMENT GRADE. AS WHEN THE DESIGN WAS PREPARED, THE DESIGN MAY BE UP TO THREE (3) YEARS OLD. THE DEVELOPER SHALL BEAR ALL COSTS ASSOCIATED WITH THE ASPHALT CONCRETE MIX DESIGN. 12. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED AT LEAST 2 WORKING DAYS PRIOR TO CONSTRUCTION. 1- 800 - 227 -2600. WHERE NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM TO EXISTING PAVED SURFACES, THE EXISTING 13. WARNING / REGULATORY SIGNS: SIGN PANELS SHALL BE MOUNTED ON POSTS PAVEMENT SHALL BE SAW CUT. WITH HAWKINS M2G SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR c A PRIME COAT WILL NOT BE REQUIRED ON NON -PAVED AREAS TO BE SURFACED PRIOR TO THE PLACEMENT EQUAL. ROADSIDE SIGNS INSTALLED PER STD. T -19 SHALL BE LOCATED WITHIN OF ASPHALT HOWEVER, ALL OTHER REQUIREMENTS OF SECTION 39 -4.01, "SUBGRADE," OF THE STANDARD SIDEWALK 6" FROM BACK. SPECIFICATIONS SHALL BE MET. 14• AGGREGATE BASE: AGGREGATE BASE MATERIAL FOR ARTERIAL & COLLECTOR THE AREA TO WHICH PAINT BINDER HAS BEEN APPLIED SHALL BE CLOSED TO PUBLIC TRAFFIC. CARE SHALL ROADWAYS SHALL BE CRUSHED AGGREGATE BASE (CAB) CONFORMING TO BE TAKEN TO AVOID TRACKING BINDER MATERIAL ONTO THE EXISTING PAVEMENT SURFACE BEYOND THE SECTION 200 -2.2 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS LIMITS OF CONSTRUCTION. CONSTRUCTION, LATEST EDITION ("GREENBOOK"). AGGREGATE BASE MATERIAL FOR LOCAL ROADWAYS SHALL BE EITHER CAB OR CRUSHED MISCELLANEOUS PAVING SEAMS SHALL BE LOCATED TO MATCH DESIGNED TRAFFIC LANE STRIPE LOCATIONS UNLESS BASE (CMB) CONFORMING TO SECTION 200 -2.4 OF TIME STANDARD OTHERWISE PERMITTED BY THE ENGINEER. SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION. INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE ENGINEER. ADDITIONAL AGGREGATE BASE SHALL BE FURNISHED AND PLACED IN ACCORDANCE WITH ASPHALT CONCRETE SHALL BE PLACED AT ROAD CONNECTIONS AND PRIVATE DRIVES, WHERE SHOWN ON THE THE CONTRACT PLANS THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS PLANS AND AS DIRECTED BY THE ENGINEER, AND HAND RAKED, IF NECESSARY, AND COMPACTED TO FORM ' CONSTRUCTION AND THESE DETAILED SPECIFICATIONS. AGGREGATE BASE SMOOTH, TAPERED CONNECTIONS. SHALL BE GRADED TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95% THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL BE DETERMINED BY: OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D -1557. 15. SUBGRADE PREPARATION: THE CONTRACTOR SHALL FINE GRADE AND COMPACT A. A PROPERLY CALIBRATED NUCLEAR ASPHALT TESTING DEVICE IN THE FIELD, OR STREET SUBGRADE IN ACCORDANCE WITH TIME CONTRACT PLANS, CITY © REQUIREMENTS AND STANDARD SPECIFICATIONS. SUBGRADE SHALL BE GRADED B. ASTM D1188 WHEN SLABS OR CORES ARE TAKEN FOR LABORATORY TESTING. ZINC STEARATE MAY TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95% OF THE MAXIMUM BE SUBSTITUTED WITH PARAFFIN. DRY DENSITY IN ACCORDANCE WITH ASTM D -1557. IN CASE OF DISPUTE, METHOD B ABOVE SHALL BE USED. 16. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/ SUBDIVIDER /CONTRACTOR. THE NUMBER AND LOCATION OF REQUIRED TESTS WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS 0.15 FOOT OR LESS, PAVING SHALL BE DETERMINED BY THE CITY ENGINEER. 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 17. ANY TRENCHING TO BE CONDUCTED SHALL BE BACKFILLED & COMPACTED PER CITY THAN THAT WHICH CAN BE SURFACED DURING THE FOLLOWING SHIFT OF NORMAL PAVING OPERATIONS, STANDARD DETAIL ST -22. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP --OFFS ON EACH LANE. 18. DUST CONTRA: CONTRACTOR SHALL OBTAIN A COPY OF THE DUST CONTROL PLAN SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY (DCP) FOR THIS PROJECT FROM THE DEVELOPER, AND SHALL KEEP A COPY ON SITE AT CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED ALL TIMES. FOR THE DURATION OF CONTRACTOR'S OCCUPANCY C� THE SITE, BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONTRACTOR IS REQUIRED TO COMPLY WITH THE PROVISIONS OF SAID PLAN. CONFORMS WHEN PAVING OPERATIONS RESUME. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS MORE THAN 0.15 FOOT ' PAVING 19• STORM WATER POLLUTION PREVENTION: CONTRACTOR SHALL OBTAIN A COPY OF THE STORM WATER POLLUTION PREVENTION PLAN (SWAPP) FOR THIS PROJECT FROM THE OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT THE LAYER OF ASPHALT .CONCRETE IS PLACED DEVELOPER, AND SHALL KEEP A COPY ON SITE AT ALL TIMES. FOR THE DURATION OF ON ALL CONTIGUOUS LANES OF THE TRAVELED WAY BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. AT CONTRACTOR'S OCCUPANCY OF THE SITE, CONTRACTOR IS REQUIRED TO COMPLY NTH 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 PROVISIONS OF SAID PLAN. ALONG THE TRANSVERSE DROP -OFFS ON EACH LANE AND ALONG THE LONGITUDINAL DROP -OFF BETWEEN ADJACENT LANES. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. 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. IF THE IN -PLACE DENSITY OF ANY LOT OF ASPHALT CONCRETE IS LESS THAN 92 PERCENT OR GREATER LEGEND. 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 ABBREVIATIONS BOTH, IF NEEDED, NEED ADJUSTMENT. ASPHALT CONCRETE SPREADING OPERATIONS SHALL NOT FL FLOWLINE POVC POINT ON VERTICAL CURVE CONTINUE UNTIL THE CONTRACTOR HAS NOTIFIED THE CITY ENGINEER OF THE ADJUSTMENT THAT CL CENTERLINE BVC BEGIN VERTICAL CURVE WILL BE MADE IN ORDER TO MEET THE REQUIRED COMPACTION. IF ANY SUCCESSIVE ELEV ELEVATION EVC END VERTICAL CURVE TEST AFTER NOTICE IS GIVEN DOES NOT MEET THE SPECIFIED RANGE, THE ASPHALT CONCRETE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT MEETS THE IN -PLACE EC R END CURB RETURN PRC POINT OF RE VE RSE CURVATURE DENSITY REQUIREMENTS. BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE RELATIVE COMPACTION IS EC END CURVE TC TOP CF CURB EITHER LESS THAN 90% OR MORE THAN 967% THE ASPHALT CONCRETE REPRESENTED BY THAT LOT PIVC POINT OF INTERSECTION TP TOP CF PAVEMENT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT DOES MEET THE IN -PLACE DENSITY OF VERTICAL CURVE FC FINISH CONCRETE REQUIREMENT. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. LS LANDSCAPE THE CONTRACTOR SHOULD BE AWARE OF EXISTING SEWER AND STORM DRAIN MANHOLES WITHIN THE FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. ROADWAY. { EXISTING SURVEY MONUMENT IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED SURFACE FURNISH & INSTALL. STREET NAME SIGN PER C.O.B. STD. T -1. TOLERANCES, IT SHALL BE BROUGHT WITHIN TOLERANCE BY EITHER: (1) ABRASIVE GRINDING WITH EQUIPMENT UTILIZING DIAMOND BLADES, (2) REMOVAL AND REPLACEMENT, OR (3) PLACEMENT OF AN FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T -1. ASPHALT CONCRETE OVERLAY. THE METHOD WILL BE SELECTED BY THE ENGINEER. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. -o-- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER DETAIL - SHEET 14. IF ABRASIVE GRINDING IS USED TO BRING a, THE FINISHED SURFACE TO SPECIFIED SURFACE TOLERANCES. r RI FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: ADDITIONAL GRINDING SHALL BE PERFORMED, AS NECESSARY, TO ENLARGE THE GRINDING AREA SO THAT THE "R1 -1" - STOP "W31(CA)30 - END LONGITUDINAL LIMITS OF GRINDING ARE AT A CONSTANT OFFSET FROM, AND ARE PARALLEL TO, THE NEAREST "R6-1" - ONE WAY "W144" - DEAD ENO LANE LINE OR PAVEMENT EDGE, AND THE TRANSVERSE LIMITS OF GRINDING ARE NORMAL TO THE 'R5 -1" - DO NOT ENTER *WI4 -2" - NO OUTLET PAVEMENT CENTERLINE, ALL GROUND AREAS SHALL BE NEAT RECTANGULAR AREAS OF UNIFORM SURFACE " " "R26(CA} - NO PARKING WN1 -7 - DOUBLE ARROW APPEARANCE. ABRASIVE GRINDING SHALL CONFORM TO THE REQUIREMENTS IN THE FIRST PARAGRAPH AND " "R3 -5R" - RIGHT TURN ONLY "W1 -6" - SINGLE ARROW " THE LAST FOUR PARAGRAPHS OF SECTION 42 -2.02, CONSTRUCTION OF THE STANDARD SPECIFICATIONS. "R4 -7" - KEEP RIGHT "VIII -1" - CURVE ARROW A FOG SEAL COAT SHALL BE APPLIED TO ALL FINISHED ASPHALT SURFACES AT THE DEVELOPER'S EXPENSE. "R81(CA)" - BIKE LANE '*W3- Y - SIGNAL AHEAD THE FOG SEAL COAT SHALL BE EITHER REJUVENATING AGENT OR ASPHALTIC EMULSION AS DIRECTED BY THE ENGINEER. SIGN NUMBERS ARE FEDERAL CODES UNLESS COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER /SUBDIVIDER /CONTRACTOR. THE NUMBER & OTHERWISE INDICATED BY (CA). LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. (CA) INDICATES CALIFORNIA CODES. NOTE: 959 COMPACTION AT LEAST 1' ON EACH SIDE OF CROSS GUTTERS. _ _ D STORM DRAIN - REFER TO SEINER & STORM DRAIN PLANS � O 0 STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS Z CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. W s SEWER - REFER TO SEWER & STORM DRAIN PLANS 4 0 SEINER MANHOLE - REFER SEWER & STORM DRAIN PLANS. cd 0 SEWER CLEANOU T - REFER TO SEAR & STORM DRAIN PLANS. ■■ ■ ■ �■�■ ■ ■ ■■■ ■ ■ ■■ TRACT BOUNDARY ■■■■ ■w■■t��r■�■■�■ ■■�■■■ PHASE BOUNDARY -------------------- -- - - -- PROPOSED SAWCUT LIMIT LINE O CURVE NUMBER FOR CURVE DESCRIPTION ITEM OF WORK - SEE SCHEDULE Call: TOLL FREE SECTION, DESIGNATION: 1 SECTION, LETTER AT LEAST TWO DAYS A BEFORE YOU DIG UNDERGROUND SERVICE ALERT 2 OF SOUTHERN CALIFORNIA SHEET WHERESECTION Is SHOWN LIST OF MATERIALS ITEM UNIT UNIT 18 TOTAL A.C. PAVING TONS 165 165 CL.. II AGG. BASE CUYD 169 169 SUBGRADE PREPARATION CUYD 422 422 CURB AND GUTTER LF 370 370 6" CURB LF 350 350 CROSS GU TTER SQFT - - DRIVEWAYS SQFT 1160 1160 SIDEWALK SQFT 3564 3564 HANDICAP RAMPS EA - - STANDARD STREET NAME SIGNS EA. - - 5800 LUMEN STREET LIGHTS EA. 1 1 MONUMENT ENCASEMENTS EA. 3 3 SAWCUT LINE i LF -- -- LOCAL STREET q LENGTH LF 358 T 358 a Z ff W TRACT 5250 t ,j 7� am PAM f F> >. o , i n� fit, �,rjr.J � u�-,at�k 1�uu �„� •, NININ IM ■"MIN 1 Ff KEY MAP SCALE: N.T.S. i CITY OF BAKERSFIELD KERN COUNTY ___ ..___ CALIFORNIA NOTE: 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. TELEPHONE 326 -3049 2. ALL MATERIALS SUPPLIED FOR THIS PROJECT WILL REQUIRE A CERTIFICATE OF COMPLIANCE STATING THAT THE REQUIREMENTS &STANDARDS SET FORTH BY THE CITY OF BAKERSFIELD HAVE BEEN MET. BASIS OF BEARINGS THE BEARING OF N10'15'14 °E, SHOWN FOR THE CENTERLINE OF MABELT}10RP DRIVE PER TRACT No. 6250 UNIT 1, MAP BOOK 52, PAGE 68 IN THE OFFICE OF THE KERN COUNTY RECORDER, WAS USED AS THE BASIS OF BEARINGS SHOWN HEREON. A PENNY BRASS TAG MARKED 'LS 4383" WILL BE SET WITH EPDXY ON TOP OF THE CURB FOR A WITNESS CORNER ALONG THE PROLONGATION OF THE PROPERTY LINE FROM ALL FRONT LOT CORNERS. A 1/2" DIA. REBAR WITH A PLASTIC CAP MARKED "LS ,4383" WILL BE SET AT ALL REAR LOT CORNERS, EXCEPT AT BLOCK WALL LOCATIONS, WHERE A PENNY BRASS TAG MARKED IS 4383° WILL BE SET WITH A CONCRETE NAIL IN THE WALL ALONG THE PROLONGATION OF THE PROPERTY LINE. BENCH MARK: TOP OF CONCRETE MONUMENT W LAMPHOLE AT THE CENTERLINE INTERSECTION OF STOCKDAIE HIGHWAY AND JEWETI'A AVENUE. ELEVATION= 365.33' (U.S.G.S DATUM) INDEX OF SHEETS SHEET I� 1-0 TITLE SHEET 2. PAYTON MANOR DRIVE /DETAILS REVISED STREET CONSTRUCTION PLANS REVISED VEST. TENT. TRACT NO. 6250- UNIT 18 ENGINEER'S STATEMENT THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA AND 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. . „ =r3 APWVED BY: ROGER A. McI N TOSH R.C.E. 33322 DATE EXP. 6 -30 -14 IN ACCORDANCE WITH THE CONDITIONS OF THE VESTING TENTATIVE MAP, THE IMPROVEMENT PLANS HAVE BEEN REVIEWED BY THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT. ALL IMPROVEMENTS INDICATED AS "PRIVATE" HEREIN ARE PRIVATE AND ARE TO BE PRIVATELY MAINTAINED. APPROVED BY: RAUL M. ROJAS PUBLIC WORKS DIRECTOR R.C.E. 39880 EXP. 12- -31 -13 ok REVIEWED BY: J ASSISTANT PUBLIC WORKS DIRECTOR rn 0 < .d- 0 Z; C) ix �� I Q-1 w (j pr) w 00 J e- V_ wco 0 O in N ry W Y m M tf 00 co 0 Lij I 0 Y fn en a REVIEWED BY: TRAFFIC ENGINEER 21 22 23 24 25 26 9 1 11 ;5 c5b 8 19 20 0 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 26 c ' 30 15 16 17 33 STREET UNrr � N N s TRET . � Z,. t', 29 8 t� 36 _ � 12 �, 25 27 0 35 34 33 32 31 30 � 2a Z7 �'' � 1 � 6 2 29 14 13 11 s Z 30 � 37 . 1; 11 �t 19 20 21 22 23 y�l► 0 5 � 24 25 10 3 �` 27 Z 31 34 4 `'.. 10 --; 33 cr -.... 4 NAT �`� ,, _r 2 s 7 8 32 ..� 5 � 25 -{ r n GRASMERE AVMUE % 't _.. . 8 _ 6 'TREE' 1 p t g 7 ��. 24 MRERT4� 2 1s 7 3 17 ta'Ir a 6 5 35 15 20 8 23 6s '�►L G� 30 g 10 19 22 4 9 �' I 3 31 CJ 18 4 � 29 . t � 21 10 31 8 _n 17 Q � 13 �� V _ � � � ,5 �.- � 16 16 �t 3 <2 3 6� Zf < 0, 0 29 12• TR,� �S i 17 0 24 19 @. 28 25 1 13 18 27� { ,1 24 19 25 26 20 21 C' i5 22 � 7 4 23 14 8 3 13 / 24 9 12 25 � 10 26 27 � 33 34 28 32 t) 31 30 _ 29 14 2 lb 28 � a 27 PRIVAIIE� G 15 18 27 ' r; F 26 1 �PF 17 PARK � (� 16 �, 1 � 14 9 23 10 �21 15 20 16 � 5 17 6 18 � 7 19 a g 5 4 3 2 � �► S P 27 � 3 2 5 4 .n 5' o �< 3 STREET m 9 95 9 d' m {r o 1000 A 4 N. 3 9 2' S 12 !v All 14 s Ir 1 2 3 4 i 5 a NICPLSON 6 �1`c. c <,'3, vy 14 13 �? �F � 1 � '� �y 2 - t 2 2 8 � �i y� 8 �% J � 3 4 5 11 12 �g 0 1 1 8 A i `�- � 7 1 2 3 4 � �. P �4L ,��o 13 � �O�' Ls. wr 2 3 �.s wr �.S �.or LS nor �.s. wr ,o �� �p � e �.s. nor 12" UW '� FREN12H PARK I UW15 LANE -- � 10 9 8 7 6 10 9$ 7 6 5 4 3 4 5 6 7 8 U8 7 6 5 4 3 1 1 9 8 � �Or i� 0&��'�, � �- �qG�¢ KEY MAP s � � to SCALE. 1 -200 m � WT DATE` N .-- LAJ M U z °' Ld Q ks z REVIEWED BY: TRAFFIC ENGINEER 21 22 23 24 25 26 9 1 11 ;5 c5b 8 19 20 0 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 26 c ' 30 15 16 17 33 STREET UNrr � N N s TRET . � Z,. t', 29 8 t� 36 _ � 12 �, 25 27 0 35 34 33 32 31 30 � 2a Z7 �'' � 1 � 6 2 29 14 13 11 s Z 30 � 37 . 1; 11 �t 19 20 21 22 23 y�l► 0 5 � 24 25 10 3 �` 27 Z 31 34 4 `'.. 10 --; 33 cr -.... 4 NAT �`� ,, _r 2 s 7 8 32 ..� 5 � 25 -{ r n GRASMERE AVMUE % 't _.. . 8 _ 6 'TREE' 1 p t g 7 ��. 24 MRERT4� 2 1s 7 3 17 ta'Ir a 6 5 35 15 20 8 23 6s '�►L G� 30 g 10 19 22 4 9 �' I 3 31 CJ 18 4 � 29 . t � 21 10 31 8 _n 17 Q � 13 �� V _ � � � ,5 �.- � 16 16 �t 3 <2 3 6� Zf < 0, 0 29 12• TR,� �S i 17 0 24 19 @. 28 25 1 13 18 27� { ,1 24 19 25 26 20 21 C' i5 22 � 7 4 23 14 8 3 13 / 24 9 12 25 � 10 26 27 � 33 34 28 32 t) 31 30 _ 29 14 2 lb 28 � a 27 PRIVAIIE� G 15 18 27 ' r; F 26 1 �PF 17 PARK � (� 16 �, 1 � 14 9 23 10 �21 15 20 16 � 5 17 6 18 � 7 19 a g 5 4 3 2 � �► S P 27 � 3 2 5 4 .n 5' o �< 3 STREET m 9 95 9 d' m {r o 1000 A 4 N. 3 9 2' S 12 !v All 14 s Ir 1 2 3 4 i 5 a NICPLSON 6 �1`c. c <,'3, vy 14 13 �? �F � 1 � '� �y 2 - t 2 2 8 � �i y� 8 �% J � 3 4 5 11 12 �g 0 1 1 8 A i `�- � 7 1 2 3 4 � �. P �4L ,��o 13 � �O�' Ls. wr 2 3 �.s wr �.S �.or LS nor �.s. wr ,o �� �p � e �.s. nor 12" UW '� FREN12H PARK I UW15 LANE -- � 10 9 8 7 6 10 9$ 7 6 5 4 3 4 5 6 7 8 U8 7 6 5 4 3 1 1 9 8 � �Or i� 0&��'�, � �- �qG�¢ KEY MAP s � � to SCALE. 1 -200 m � WT a LL 0 z 0 in W m c © N a co cm t' -�--� W .,, 0 1 ct Z o IL,.,..� m z W > P :) cl) cu Z w z w 1 0 > 0 Ipm 0 W gas uj M 00 > r G► U) M d y WT a LL 0 y STATIONING TABLE REF. NO. DESCRIPTION C.L STATION F.L STATION El P.C.C. N06#03'23"E RAD. STA. 10+54.21, C.L. 12.001-T. STA. 10+54.14, F.L. n2 P.R.C. S40-05'01 'E RAD. STA. 10+61.57, C.L. 15.041-T. :STA. 10+62.20, F.L. .P.C.C. 1:STAA.;11+05.30, ❑3 NO2*07'49"E RAD. STA. 11+04-92, C.L. 18.0 . OLT F.L. 116.90* UNIT BOUNDARY 0 C.L. STA. 10+50.00, C.L. - 116.90" �Ll N 06'22'54 "E RAD. 10.00' 7.86' 4.14! 45*0041" STA. 11+04.92, C.L. 722.00" - r-51 P.C.C. NO2*07'49"E RAD. 02'47'50" 5 P.R.C. S12.32'11 "E RAD. STA. 11+80.44, C.L. 35.65' m E.C. S26'39'1 6 "W RAD. STA. 12+91.15, C.L. STA. 14+08.05 C.L. STA. 10+56.95, C.L. 14.97RT. STA. 10+48.08, C.L. 24.001-T. 123H.65' -8 UNIT BOUNDARY 0 C.L. 7 []9 P.R.C. S51-24"55"W RAD. STA. 10+53.06, F.O.C. 99 UNIT BOUNDARY 0 C.L./ 295.00' 75.51' BEGIN SIDEWALK CONSTRUCTION 14&40!00" -9 154.00 N06"31'53"E RAD. 57.87 1 4111"27" 111 UNIT BOUNDARY 0 C•/ STA. 10+48.08, C.L. 24.0ORT. 4.15! 45*02101" BEGIN SIDEWALK CONSTRUCTION 10.00 8.05' 4.26 N06*31'53"E RAD. 14-n- 758.00 n12 Ck CATCH BASIN NO. 1 STA. 11+31-28, C.L. 18.00LT STA. 11+30.06, F.L. 313.00' NORMAL F.L ELEV. 362.36 40-28" 14'40'00" DEPRESSED F.L. ELEV. 362.19 97.771 .-51.11" 1 LINE TABLE LINE NO. BEARING LENGTH DESCRIPTION Ll S61*20'44"E 116.90' EDGE OF PAVEMENT L2 S61020144"E 116.90* CENTERLINE L L3 S61*201=- 44-*E 116.90" �Ll EDGE OF PAVEMENT CURVE TABLE CURVE RADIUS 1 LENGTH TANGENT DELTA 1 - 728.00 4.13* 2.0'1 0019"31" 2 10.00-9 8.05' 4.26' 468'24" Lo 10.00' 7.86' 4.14! 45*0041" 41 722.00" - 35.25' 17.63' 02'47'50" 5 277.00 70.911 35.65' 14'40'00" 6 172.00 123H.65' 64.63* 4111227" 7 7,QmOO9 54.91 27.47* 04*15205" 8 295.00' 75.51' 37.96 14&40!00" -9 154.00 110.71" 57.87 1 4111"27" w 0 10.001 7.86' 4.15! 45*02101" 10.00 8.05' 4.26 46007'03" 14-n- 758.00 41.90 20.96 03"I0'03" 313.00' 80.12" 40-28" 14'40'00" 136.001 97.771 .-51.11" 1 41*11'27" LEGEND:. ABBREMA11ONS F.L. FLOWLINE POVC POINT ON VERTICAL CURVE C.L. CENTERLINE 13VC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE EC END CURVE T.C. TOP OF CURB PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE F.O.C. FACE OF CURB A.P. ANGLE POINT SSDP SEWER AND STORM DRAIN PLAN FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST-13. @ EXISTING SURVEY MONUMENT FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER DETAIL ON SHEET 14. FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST-14. MABLETHORP DRIVE SEE SEPARATE APPROVED STREET PLAN ch INTERSECTION 1 --4 -4 STA. 15+81-93 C. MABELTHORP DR.= STA. 10+00.00 ac, PAYTON MANOR DR., SEE DETAIL "1"- 0 P! low it z 0 -5 39 SIDEWALK EA S5M ENT I I 6' CC C9 m 0 ce .2% MIN. STANDARD SIDEWALK LANDSCAPE AREA CURB & GU TIER MAKE THORP DRIVE rJ6% T I Vil M H IV V h U IV SEE SEPARATE APPROVED STREET PLAN UNIT 18 (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5* VERTICAL 'i I tcrz / 378 ...... . ......................... --1378 376 on 376 In --D lo- 04 1 00 0) w I --Cn 00 CN 374 ' - --r-- C! 0. t C-4 C-4 X "o 374 >: co cr -T- p n I I >: Z 372 cd > C) w LLJ w LLJ 6-4 372 im u: uj J .370 9r- j Fft Go u- LL u- c < r� • ca) 0 -7 m c� lid w w 6 U j u- :LL- L c� LLJ 0) C) c� 0 - a + v) 6 + ICN %368 C) + v- --- - v- + co rb i W + + LLJ + + + M 7- t C> LLJ Ix m C) a- 0- Ap v- OXIMA EXISIIN 3 %368 w a < G ADE 0 NTERLI U >- : i-- C3 j<� 366 � ! I-- cn n cn GR E 0 C TERLINE <- . I ► I uj in M LLI cn f 366 4- 364 -S= S=0.25% �--O.25% 364 362 . ........... I EXISTING NORTH 4LOWLINE� 362 PROPOIED NOR FLOWLI E FUTURE 4ORTH FLOWLINE 360 360 358 t t 358 356 9 10 12 13 14 15 16 356 17 t LOCAL ST. 261 (PRIVATE STREET) 26 w aw 189 18' no 2% 0-20' A.C. PAVING 0.40" AGG• BASE 0.50' COMPACTED O.G. TO 95% RELATIVE DENSITY SECTION SCALE: 1 " = 56 HORIZ. 1 is = 5! VERT. 2 L N : LCON T, LIGHT POST Rl FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19- FORT COLLINS 8214TFP6 I "PR1-10 - STOP "W31(CA)w - END 0 po *R6-1" - ONE WAY "W14-1" - DEAD END Z "R5 -1" - DO NOT ENTER 'IW14-2" - NO OUTLET Z wR26(CA)" - NO PARKING NWI-7* - DOUBLE ARROW z "R3 -5R" - RIGHT TURN ONLY "Wl,-62 - SINGLE ARROW co re) "OR4-7" - KEEP RIGHT "Wl-l" - CURVE ARROW Lo OR81(CA)w - BIKE LANE "W3-3" - SIGNAL AHEAD D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS. 0 STORM DRAIN MANHOLE TYPE *A* PER C.O.B. STD. S-7. 0 > 4� REFER TO SEWER & STORM DRAIN PLANS. Z) 0 z 00 CATCH BASIN TYPE mAw PER C.O.B. STD. S-lZ REFER TO SEWER & STORM DRAIN PLANS. -s SEWER - REFER TO SEWER & STORM DRAIN PLANS. 0 w --zt SEWER MANHOLE TYPE *A" PER C.O.B. STD. S-7. C> REFER SEWER & STORM DRAIN PLANS. ® SEWER CLEANOUT PER C.O.B. STD. S-20. 0 REFER TO SEWER & STORM BRAIN PLANS. TRACT BOUNDARY z 1- UNIT BOUNDARY 4 6 39 1 SIDEWALK EASEMENT OW ` Q UJ C.5 w C-D m 2% MIN. STANDARD SIDEWALK LANDSCAPE AREA CURB EXPANSION JOINT AT SIDEWALKS. CONCRETE WALK, WHERE OCCURS. ------------- FINISH GRADE TN M-4 /nl NOTE* CN CLASS "B' CONCRETE (5 SACK) EXPANSION JOINTS EA. 30' WEAKENED PLANE JTS. EA. 15 Pr)HP ON /"%num a A.C. PAVEMENT LEGEND: CQON T. - - - - - - - - - - - - - PROPOSED SAWICUT LIMIT LINE CURVE NUMBER FOR CURVE DESCRIPTION TAPER NUMBER FOR TAPER DESCRIPTION ITEM OF WORK - SEE CONSTRUCTION NOTES CONSTRUCT 18" BOTTOM WIDTH DRIVEWAY W/3" WINGS PER C.O.B. STD. ST-4. (UNLESS OTHERWISE NOTED) SECBON-DE SIGN ATIQN: SECTION LETTER A 2 SHEET WERE SECTION IS SjjowN 9 -CL. 2 AGG.BASE DETAIL "2p' 6 CON CRETE CURB DETAIL. N.T.S. CONSTRUCTION NOTES: CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST-1. 2 CONSTRUCT 5" STANDARD SIDEWALK PER C.O.B. STD. ST-3. CONSTRUCT 6" CONCRETE CURB WITH 12" TOTAL CURB 3 HEIGHT AND 6 " CURB FACE PER DETAIL "12" ON SHEET 2. BEGIN 5' STANDARD SIDEWALK PER C.O.B. STD. ST,3. 5 FURNISH AND INSTALL STREET LIGHT PER DETAIL "3"-SHEET 4. NEW 18" DRAIN - SEE SEWER & STORM DRAIN PLANS. INSTALL W-31(CA) SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED AT SAME TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. hQ-TES: 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN PLANS AND DETAILS. 2. LOCAL STREETS PAVEMENT TO BE 0.201 TYPE "B" A.C. OVER 0.40'% AGGREGATE BASE OVER 0.50s COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD, ST -9. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE, UNIT BOUNDARY/BEGIN CURB. & GUTTER CONSTRUCTION F.L. MATCH EXIST. STA. 10+50.01 C•L 12-OOLL STA. STA. 10+50.01 F.L. Ado Is UNIT BOUNDARY BEGIN CURB ONLY XISJ T. 4 CONSTRUCTION F.O.C. MATCH EXIST. STA. 10+50.01 C.L. 12.00RT.= 1 9 STA. 10+50.01 F.O.C. 50 # N. E SIDEWALK--/ X ps of DETAIL i SCALE: 1"=301 N" TEMPORARY TURN AROUND RAW .81 SWALE EXISTING GROUND 6 lw-.mft 1 "Iiiiiijll 2" A.C. PAVING 2:1 SLOPE TO 1 % MIN. MATCH EXIST. COMPACTED SUBGRADE S EcMN TO 95% SCALE: NONE SINGLE FIXTURE STREET LIGHT DETAIL NO SCALE SIZE LIGHT POST FIXTURE 14" L -1 FORT COLLINS 8214TFP6 I CLASSIC 8930 (SIN GI E) 111111 1 IP-WT MACC 2 F- 31311 --- 19 111111011111 2.5" MIN. <J 6" SLAB SEE C.O.B. STD ST-14 (4) V2" x 18" x 30 ANCHOR BOLTS Lo 00 14- 19" RADIUS (4) #4 VERTICAL GR60 REBAR (4� #3 11ES 0 10 SPACING (4) Y2" x 18" x 3w a ANCHOR BOLTS ANCHOR JT WITH MANUFACTURER DETAIL "3" STREET LI N. T. S. DIG T Call: TOLL FREE 1-800 - 227 -2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND I-qFPVlr-17 Al VPT OF SOUTHERN CALIFORNIA Wow"= .0 Cl .4c co OD 0 vm 0 po 10 Z ., Z cot z co m z co re) Lo s,-♦ Of < CL z LLJ 00 co 1 m 0 > 4� cc� Z) 0 z 00 a: 0 0 w --zt Z a: C> 'Fm 0 o C) 0 a Z 1.. < z z 1- > Z u- < -1 ir Wiz > (a Ld a 00 w w 0 lu La >.24 Ld > ui cc W CLe r co 14-n- 't cj > -i LLJ < cd 0 i z c) (f) CN it Li y < m • ci ks .0 Cl 0 .4c co OD 0 vm 10 Z ., Z cot z co m z wj s,-♦ t� w CL z LLJ Z 0 1 m 0 > 4� cc� W > a: Z a: C> 'Fm 0 o C) 0 a Z 1.. < z 1- > co ir Wiz > (a a a 00 w w 0 lu La >.24 > w > ui cc W CLe 14-n- cd 0 co OD 0 vm 10 Z ., Z cot z co m z wj s,-♦ t� w CL z LLJ 1 m 0 > 4� cc� W > a: Z a: C> 'Fm 0 o C) 0 a Z 1.. < z 1- ul .1 lu co ir Wiz > (a a a 00 w 0 lu La >.24 > w > ui cc W CLe W 0) N JL coi L I 0 �