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HomeMy WebLinkAbout1.1-6250 Ph 20 Record DrawingN CITES: A. �. � AV! N � TESTING STANDARD NOTES TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE 1. ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS AND SP7 -39.01 SPECIFICATIONS OF THE CITY OF BAKERSFIELD AND SATE OF CA., 7 -1. ASPHALT CONCRETE (TYPE 'A'). ASPHALT CONCRETE SHALL BE TYPE A (MODIFIED) FOR ALL DEPT. OF TRANSPORTATION STANDARD SPECIFICATIONS. ARTERIAL AND COLLECTOR STREETS AND TYPE B (MODIFIED) FOR LOCAL. STREETS AND SHALL CONFORM 2. THE FOLLOWING CITY OF BAKERSFIELD STANDARDS SHALL BE CONSIDERED PART TO THE PROVISIONS IN SECTION 39, "ASPHALT CONCRETE," OF THE STANDARD SPECIFICATIONS AND OF THESE PLANS: THESE SPECIAL. PROVISIONS. ST 1, ST -3, ST-4,, ST -8, ST-7, ST - 9, PRIOR TO THE ADDITION OF ASPHALT BINDER, THE COMBINED MINERAL AGGREGATE FOR TYPE A ST -13, T -1 (MODIFIED) OR TYPE B (MODIFIED) ASPHALT CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF 3. PAVING FOR RESIDENTIAL AND LOCAL STREETS SHALL BE: "B" SECTION 39 -2.02, "AGGREGATE," OF THE SPECIFICATIONS FOR 3/4" MAXIMUM, MEDIUM GRADING. 0.20' TYPE ASPHALT CONCRETE OVER 3. 0.40' AGGREGATE BASE (PER NOTE 15) OVER ASPHALT BINDER FOR TYPE A (MODIFIED) ASPHALT CONCRETE SHALL BE PG 64 -10 VISCOSITY GRADED 0.50' O.G.. 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 "STEAM - REFINED PAVING ASPHALTS," IN SECTION 92 -1.02, "GRADES," OF THE STANDARD BAKERSFIELD STD. DWG. ST -13. SPECIFICATIONS. Q TO BE INSTALLED THE AMOUNT OF ASPHALT BINDER TO BE MIXED WITH THE MINERAL AGGREGATE SHALL BE DETERMINER BY Q EXISTING THE CONTRACTOR IN ACCORDANCE WITH CALIFORNIA TEST METHOD 357 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 INSTALL STREET LIGHTS, 5800 LUMEN PER DETAIL ON SHEET 14. ENGINEER'S REVIEW AND APPROVAL: -moo 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 8- SEWER LATERAL LOCATIONS TO BE STAMPED � S) INTO THE CURB FACE OVER EQUIVALENT TEST RESULTS SHOULD NOT BE OLDER THAN SIX (f>) .MONTHS. ALL OTHER TEST 5�Y4,j 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 387. 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 -2.02, "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 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 ROADWAYS SHALL BE CRUSHED AGGREGATE BASE (CAB) CONFORMING TO H BEEN APPLIED SHALL BE CLOSED TO PUBLIC TRAFFIC. CARE SHALL THE AREA TO V�- ITCH PAINT BINDER AS B L L SECTION 200 -2,2 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS BE TAKEN TO AVOID TRACKING BINDER MATERIAL ONTO THE EXISTING PAVEMENT SURFACE BEYOND THE CONS - (RUCTION, LATEST EDITION ("GREENBOOK" ). AGGREGATE BASE MATERIAL LIMITS OF CONSTRUCTION. 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 THE 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 THE CONTRACT PLANS, CITY B. ASTM D1188 WHEN SLABS OR CORES ARE TAKEN FOR LABORATORY TESTING. ZINC STEARATE MAY REQUIREMENTS AND STANDARD SPECIFICATIONS. SUBGRADE SHALL BE GRADED 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 CONTROL: 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 OF THE SITE, BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL. OF THE CONTRACTOR IS REQUIRED TO COMPLY NTH THE PROVISIONS OF SAID PLAN. CONFORMS WHEN PAVING OPERATIONS RESUME. 1 9• STORM WATER POLLUTION PREVENTION: CONTRACTOR SHALL OBTAIN A COPY OF THE WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS MORE THAN 0.15 FOOT, PAVING 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 WITH THE END OF EACH WORK SHIFT, THE DISTANCE BETWEEN THE ENDS OF A LAYER OF ASPHALT CONCRETE ON ADJACENT LANES SHALL NOT BE GREATER THAN 10 FEET. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED 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 LEGEND*., CONFORMS WHEN PAVING OPERATIONS RESUME. ABBREVIATION ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM 92 PERCENT OF THE MAXIMUM THEORETICAL FL FLOWLINE POVC POINT ON VERTICAL CURVE DENSITY AS DETERMINED BY ASTM D -2041. IN -PLACE DENSITY SHALL BE DETERMINED IN ACCORDANCE CL CENTERLINE BVC BEGIN VERTICAL CURVE WITH CALIFORNIA TEST 375. ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION IF THE IN -PLACE DENSITY OF ANY LOT OF ASPHALT CONCRETE IS LESS THAN 92 PERCENT OR GREATER ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE THAN 94 PERCENT OF THE MAXIMUM THEORETICAL DENSITY, THE CONTRACTOR- WILL BE ADVISED THAT THE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE REQUIRED RELATIVE COMPACTION IS NOT BEING ATTAINED AND THAT THE MATERIALS OR PROCEDURES OR EC END CURVE TC TOP OF CURB BOTH, IF NEEDED, NEED ADJUSTMENT. ASPHALT CONCRETE SPREADING OPERATIONS SHALL NOT PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT CONTINUE UNTIL THE CONTRACTOR HAS NOTIFIED THE CITY ENGINEER OF THE ADJUSTMENT THAT OF VERTICAL CURVE FC FINISH CONCRETE WILL BE MADE IN ORDER TO MEET THE REQUIRED COMPACTION. IF ANY SUCCESSIVE LS LANDSCAPE TEST AFTER NOTICE IS GIVEN DOES NOT MEET THE SPECIFIED RANGE, THE ASPHALT CONCRETE t REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT MEETS THE IN -PLACE t DENSITY REQUIREMENTS. FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. � @ EXISTING SURVEY MONUMENT IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE RELATIVE COMPACTION IS EITHER LESS THAN 907 OR MORE THAN 9890, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T -1. 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. FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T -1. t THE CONTRACTOR SHOULD BE AWARE OF EXISTING SEWER AND STORM DRAIN MANHOLES WITHIN THE -<::>- FURNISH & INSTALL STREET LIGHT -5803 LUMEN PER DETAIL - SHEET 14. ROADWAY. R1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED SURFACE "R1 -1" - STOP "W31(CA)" - END TOLERANCES, IT SHALL BE BROUGHT WITHIN TOLERANCE BY EITHER: (1) ABRASIVE GRINDING WITH "R6 -1" - ONE WAY "W14 -1" - DEAD END EQUIPMENT UTILIZING DIAMOND BLADES, (2) REMOVAL AND REPLACEMENT, OR (3) PLACEMENT OF AN "R5 -1" - DO NOT ENTER "W14 -2" - NO OUTLET ASPHALT CONCRETE OVERLAY. THE METHOD WILL BE SELECTED BY THE ENGINEER. THE CORRECTIVE WORK "R26(CA)" - NO PARKING W1-7" - DOUBLE ARROW SHALL BE AT THE CONTRACTOR'S EXPENSE. "R3 -5R" - RIGHT TURN ONLY "W1 -6* - SINGLE ARROW "R4 -7" - KEEP RIGHT "W1 -1 *. - CURVE ARROW t IF ABRASIVE GRINDING IS USED TO BRING THE FINISHED SURFACE TO SPECIFIED SURFACE TOLERANCES. "R81(CA)" -- BIKE LANE "W3 -3 - SIGNAL AHEAD 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 SIGN NUMBERS ARE FEDERAL CODES UNLESS LANE LINE OR PAVEMENT EDGE, AND THE TRANSVERSE LIMITS OF GRINDING ARE NORMAL TO THE OTHERWISE INDICATED BY (CA). t PAVEMENT CENTERLINE. ALL GROUND AREAS SHALL BE NEAT RECTANGULAR AREAS OF UNIFORM SURFACE (CA) INDICATES CALIFORNIA CODES. � APPEARANCE. ABRASIVE GRINDING SHALL CONFORM TO THE REQUIREMENTS IN THE FIRST PARAGRAPH AND THE LAST FOUR PARAGRAPHS OF SECTION 42 -2.02, "CONSTRUCTION" OF THE STANDARD SPECIFICATIONS. �'' A FOG SEAL COAT SHALL BE APPLIED TO ALL FINISHED ASPHALT SURFACES AT THE DEVELOPER'S EXPENSE. EXISTING GROUND CONTOUR THE FOG SEAL COAT SHALL BE EITHER REJUVENATING AGENT OR ASPHALTIC EMULSION AS DIRECTED BY THE ENGINEER. PROPOSED CURB AND GUTTER COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER /SUBDIVIDER /CONTRACTOR. THE NUMBER & - - - - - - - - - - - - - - - - - - - - - - PROPOSED SAWCUT LIMIT LINE LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. ..... • � �� � � +�■� � • � TRACT BOUNDARY NOTE: 95% COMPACTION AT LEAST 1' ON EACH SIDE OF CROSS GUTTERS. ci ... .r... ...� *� ..� ..� UNIT BOUNDARY EXISTING E.P. C3 2e < LIST OF MATERIALS F P1ION ° 1 CURVE NUMBER OR CURVE DESCRI Cc UNIT UNIT 20 ITEM ,,,� 1 TAPER NUMBER FOR TAPER DESCRIPTION Q Z i A.C. PAVING TONS 265 of ITEM OF WORK - SEE CONSTRUCTION NOTES , . CL. II AGG. BASE CUYD 271 SUBGRADE PREPARATION CUYD 339 CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY Wf3' WINGS Cd PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) CURB AND GUTTER LF 680 fi" CURB LF 665 1 SECTION DESIGNATION: CROSS GUTTER SOFT 661 DRIVEWAYS SOFT 1296 SECTION LETTER 1 �A SIDEWALK " SOFT 5304 + HANDICAP RAMPS EA 4 STANDARD STREET NAME SIGNS EA. 1 SHEET WHERE SECTION IS SHOWN 5800 LUMEN STREET LIGHTS EA. 1 Call. TOLL FREE MONUMENT ENCASEMENTS EA. 2 � 1 -w800-227-2600 LSAWCUT LINE LF 104 AT LEAST TWO DAYS SORE YOU DID UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA LOCAL STREET Q LENGTH LF 417 ii n i i it i i . �r r� KEY MAP SCALE: N.T.S. NOTE** t. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NO110E. TELEPHONE 326 -3049 2 ALL MATERIALS SUPPLIED FOR THIS PROJECT WILL REQUIRE A CER11FICATE OF COMPLIANCE STATING THAT THE REQUIREMENTS &STANDARDS SET FORTH BY THE CITY OF BAKERSFIELD HAVE BEEN MET. BASIS OF BEARINGS THE BEARING OF N101514 "E, SHOWN FOR THE CENTERLINE OF MABELTHORP DRIVE PER TRACT NQ. 6250 UNIT 1, MAP BOOK 52, PAGE fib IN THE OFFICE OF THE KERN COUNTY RECORDER, WAS USED AS THE BASIS OF BEARINGS SHOWN HEREON. A PENNY BRASS TAG MARKED IS 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 NTH A PLASTIC CAP MARKED IS 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 IN LAMPHOLE AT THE CENTERLINE INTERSECTION OF STbCKDALE HIGHWAY AND JEWETTA AVENUE. ELEVATION= 365.33' (U.S.G.S DATUM) INDEX OF SHEETS SHEET 11. 1. 11TLE SHEET 2. PAYTON MANOR DRIVE STA. 14 +08.05, C.L. TO STA. 16 +92.05, C.L. CROOKSTON AVENUE STA. 13 +46.56, C.L. TO STA. 15 +12.28, C.L. 3. DETAILS AND CROSS SECTIONS 7-[7-t4 FOR REVISED VEST. TENT. TRACT NO. 6250- UNIT 20 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. 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. APPROVED BY: ROGER A. McINTOSH R.C.E. 33322 EXP. 6- -30 -14 /f- Z5-13 DATE IN ACCORDANCE WITH THE CONDITIONS OF THE VESTING TENTATIVE MAP, THE IMPROVEMENT PLAINS 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 e, REVIEWED BY: 3 I;ECORD t)RAW1NG .2 U 6 - � 7 � 35 1 � I 32 �­ 20 (w i �� 4 t � � <' 7 Q 11 10 9 ¢ 8 34 Q {� � 5 � 6 p � m� v 33 J Y 19 � 18 o U9 15 14 13 14 �` � � -7 '2 / 14 � � 2 � � 2 fi 1m 14- �p � 13 4 5 11 12 il 3 O -- ----� � 7 Q g 2 � 13 � ��' • . L 2 3 L.S. LOT L.S. LOT L.S. LOT � 12 UNIT 13 FRENCH PARK - _ _ LS. LOT . - _ I UNIT 1s LANE � 10 9 8 7 6 10 9 8 7 6 5 4 3 4 5 6 7 8 8 7 6 5 4 3 5 4 3 2 1 10 9 8 DATE a 0 ASSISTANT PUBLIC WORKS DIRECTOR REVIEWED BY: /� TRAFFIC ENGINEER 7 r% Co lb r V • '00,/ 0.10 ' . Joe KEY MAP SCALE: 1 ° =200' m �c bi w ,�•,, LAJ a 0 ASSISTANT PUBLIC WORKS DIRECTOR REVIEWED BY: /� TRAFFIC ENGINEER 7 r% Co lb r V • '00,/ 0.10 ' . Joe KEY MAP SCALE: 1 ° =200' m w 0 5�Y4,j w .ac C6 00 v ci W o- L Li N UNIT BMWARY STA. 1 4 +os.05 C.L. 376 374 372 370 368 366 364 362 360 358 356 cr- 0 V , r r-! 6 0 1 u Ar ''�•.t�.7 U Y � tfi OW:`� a cog) aci d ' 3: V) cam©- 0 av-a " CD my w c ~ ar..) Ir- 117.62' 16'57'30 r � o f 5 'd 807.00' 360.26' t 25'34'40" N•-. 771.00' 158.71' 79.64' 11'47'41" o 10.00' .. a 45'02148" 5 10.00 8.05' 4.26' 46`06'15" V) 'p 25.00' �3 { 95`55151" 7 25.00' 37.15' 22.97' 85 *08 29" m J- 2058.00' 39.88' 19.94' w 9 25.00' 38.82 24.61' 89*05'32" 0 25.00' 39.47' 25.20' CD 0j 1 25.00' 39.16' 24.89' bo C-4 04 v- 15 0 789.00' 58.91' 29.47' 04'16141" (1) 25.00' 37.49' L EAS11NC _ 2476.00' 6.21' 3.10' STREET LIGHT 0 25.00' 38.66' 24.40' 88'36933" L1 25.00' 39.86' UNIT BMWARY STA. 1 4 +os.05 C.L. 376 374 372 370 368 366 364 362 360 358 356 cr- 0 V , r r-! 6 0 1 u Ar ''�•.t�.7 U Y � tfi OW:`� a cog) aci d ' 3: V) cam©- +. av-a " CD my w c ~ ar..) Ir- 117.62' 16'57'30 2 VAY I UN MANVR DRIVE U IV i T 20 (PRIVATE STREET) STA. 14 +08.059 C.L. TO STA. 16 +92.05, C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL ►J � CURIE TABLE CURVE RADIUS LENGTH TANGENT DELTA 1 789.00' 233.53' 117.62' 16'57'30 2 807.00' 360.26' 183.18' 25'34'40" 3 771.00' 158.71' 79.64' 11'47'41" 4 10.00' 7.86' 4.15' 45'02148" 5 10.00 8.05' 4.26' 46`06'15" 6 25.00' 1 41.86' 27,73' 95`55151" 7 25.00' 37.15' 22.97' 85 *08 29" 8 2058.00' 39.88' 19.94' 01'0637" 9 25.00' 38.82 24.61' 89*05'32" 0 25.00' 39.47' 25.20' 90'27'00" 1 25.00' 39.16' 24.89' 89'45'Oe 15 0 789.00' 58.91' 29.47' 04'16141" (1) 25.00' 37.49' 23.28' 85'55'10" .6 2476.00' 6.21' 3.10' 00`10'17" 0 25.00' 38.66' 24.40' 88'36933" 0 25.00' 39.86' 25.60' 9121'15" 0 2183.00' 9.88' 4.94' 00`15'34" (D - 1 777.00' 15.00' 7.50 01'06'22" LEGEND: ABBREVIATIONS F.L. FLOWLINE POVC POINT ON VERTICAL CURVE C.L. CENTERLINE BVC 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 G.O.B. STD. T -1. FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T -1. --�-- FURNISH & INSTALL STREET UGHT -5800 LUMEN PER DETAIL ON SHEET 14. -- �-- FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST -14. LEGEND: (CONT.Z 376 374 372 370 368 366 364 362 360 358 356 i M1, ` - 1f Fj 1� s ' l�'";� 1 F 376 374 312 370 368 366 364 362 360 358 356 STATIONING TABLE LINE TABLE LINE NO. BEARING LENGTH L1 S61 *20'44 "E 116.90' L2 S61 '20'44 "E 50.48' L3 N4T38'41 *We 57.02' L4 N4T38'41 "W 81.19' LEGEND: (CONT.Z 376 374 372 370 368 366 364 362 360 358 356 i M1, ` - 1f Fj 1� s ' l�'";� 1 F 376 374 312 370 368 366 364 362 360 358 356 STATIONING TABLE REF. NO. DESCRIPTION C.L. STATION F.L /F.O.C. STATION I B.C. N28'39'1 6"E RAD. STA. 14 +58.53, C.L. -- 2 E.C. /ck INTERSECTION N45 3fi 46 E RAD. STA. 16 +92.05 C.L., PAYTON MANOR DR.= STA. 15 +12.28 C.L, CROOKSTON AVE. - _ 3� P.R.C. STA. 16 +28.16, C.L. 15.03RT. STA. 16 +19.67, F.Q.C. T.C. ELEV. 364.98 ® P.C.G. STA. 16 +35.51, C.L. 12.OQRT. STA. 16 +27.72, F.Q.C. T.C. ELEV. 364.94 vV r w • i V w z W w w W w w W- M • Q? 0 Q M W v- v- L 3 E.C.R. /P.C.C. STA. 16 +76.91, C.L. 39.17RT. STA. 16 +84.58, F.O.C. T.C. ELEV. 365.43 co P.R.C. STA, 18 +35.81, C.L. 4.49RT• STA. 18 +64.65, F.L. 7 P.R.C. STA. 18 +41.13, C.L. 44.04RT. STA. 19 +04.53, F.L. [a] E.G. STA. 18 +18.24, C.L. 71.98RT. STA. 19 +43.40, F.L. [91 B.C. R. STA. 17 +28.71, C.L. 77.89RT. STA. 20 +24.591, F.L. ffg E.C.R. STA. 17 +00.420 C.L 103.04RT. STA. 20 +64.06, F.L. 11 P.C.C. STA. 17 +34.85, C.L. STA. 17 +34.85, F.Q.C. (AHEAD)= STA. 20 +22.04, F.Q.C. (BACK) T.C. ELEV. 364.96 12 P.C.C. STA. 17 +93.76, C.L. STA. 17 +93.76, F.Q.C. T.C. ELEV. 365.11 13 P.C.C. STA. 18 +19.44, C.L. 22.82RT. STA. 18 +31.25, F.O.C. T.C. ELEV. 365.34 n14 P.C.C. STA. 18 +20.12, C.L. 28.99RT. STA. 18 +37.46, F.Q.C. T.C. ELEV. 365.36 15 E.C. STA. 17 +96.90, C.L. 56.14RT. STA. 18 +76.12, F.O.C. T.C. ELEV. 365.54 n16 B.C. STA. 17 +35.47, C.L. 59.76RT. STA. 19 +33.14, F.O.C. T.C. ELEV. 365.69 17 P.C.C. STA. 17 +08.68, C.L. 34.36RT. STA. 19 +73.00, F.Q.C. T.C. ELEV. 364.61 18 P.C.C. STA. 17 +09.04, C.L. 24.48RT. STA. 19 +82.88, F.Q.C. T.C. ELEV. 364.59 i9 P.C.C. STA. 14 +50.30, C.L. 15.00LT. STA. 14 +54.11, F.O.C. T.C. ELEV. 365.57 09) P.R.C. STA, 13 +87.06, C.L. 15.00RL STA. 13 +87.41 F.L. 21 P.C.C. STA. 13 +94.28, C.L. 12.00RL STA. 13 +95.40, F.L. �2 B.C.R. /P.C.C. STA. 14 +09.36, C.L. 12.00RT. STA. 14 +10.40, F.L BEGIN C. 6' WIDE CROSS GUTTER (NORTH), @ F.O.C. STA. 14 +19.27, C.L. 14.00RT. STA. 14+20.5Z F.L. ® q 6' WIDE CROSS GUTTER 0 F.Q,C. STA. 14 +73.13, C.L. 18.6ORT. STA. 14 +74.18, F.L. ® P.C.C. STA. 14 +78.67, C.L. 18.00RT. STA. 14 +79.72, F.L. P.C.C. STA. 14 +88.63, C.L. 18.00RT. STA. 14 +89.601, F.L. q 6' WIDE CROSS GUTTER 0 F.O.C. STA. 14 +95.73, C.L. 19.00RT. STA. 14 +96.74 F.L. LES R1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: "R1 -1" - STOP "W31 (CA)" - END "R6 -1" - ONE WAY "W14 -1" - DEAD END "R5-1" - DO NOT ENTER "W14 -2" - NO OUTLET "R26(CA )" -� NO PARKING "W1 -7" - DOUBLE ARROW "R3 -5R" - RIGHT TURN ONLY " -6" - SINGLE ARROW "R4 --7" - KEEP RIGHT *Wl -1" - CURVE ARROW "R81 (CA)" - BIKE LANE "W3-3" - SIGNAL AHEAD - > ai ,rUpJ �U O N 0 J C� J � M -J � j M J _,j 0 "J j Q w Q Q' u u: � u: > C3 i V - C Lp0 j U li vV r w • i V w z W w w W w w W- M • Q? 0 Q M W v- v- L 3 .` w J 17 Q f! w w try M I S c0 0* LLJ C�J © (% m �3i CV co N Co OC? CV t`+ U • CO i°rn QD to co , ++ - r. r• � - ++ ++ $ et- 4 k co F -.4 -.4 v 4 `� � PAYTC�N MANOR GR�E ++ w� �`�- I " n :z cn ma- cn cn a- in vs a- cn cn m } J 3 18' LANDSCAPE LOT W € W , } 4.22' € # . ca � .- r W 2 _. , W , i r; �g � 7 ' PAYTON MANOR DRVE SEE RIGHT THIS DRAWING 25.00' U r � m Wt - cz U ©of r•. ems, - q 23'11'18" �- �-- • Q 'W + z F=- chi m 20.48' 780'39'44" �W V) V) _ "' w -I- -t- �.m �M 9.88' 4.94' 0015'34" in 02 Z 25.00' 7.14' 3.59' ci in c~n 0 25.00' 29.35' 16.63' 67"15'42" UNIT 20 5.54' 2.78' (PRIVATE STREET) 09) 25.00' STA, 13+46.56,, C.L. TO STA. 15+12.28, C.L. 73'23'54" 050 SCALE: 1 = to 17.76' 00 *55'58" 1" = 5' VERTICAL co a OWL U tJ .� 333 ,� 1 . "• d • Q #t APPROXIMATE E ISTING U ..._.--- '.�..,.._,.....�.. f c; ,,�• GRAD @ CEN RUNE ° q !�^ sm W _n 06v ; o E L ROPOSE ROPOSE f z OUTH FL WUNE f AST FL WUNE j]! +r- s.n......•+.+��.+n� 4 :..mr- .a.._.a�rw.r.cw.... S r•we.....vw.n_n . o_.sr..nr xnr.r v -_ _ .:ar.a- ......w... [5 e+au.w- .+» -.6... _ _ "' _..- n.++...+.. v or cn- T i E ! ' ? f tit �--- ?5r� W J I f E i o- V W i 7f LES R1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: "R1 -1" - STOP "W31 (CA)" - END "R6 -1" - ONE WAY "W14 -1" - DEAD END "R5-1" - DO NOT ENTER "W14 -2" - NO OUTLET "R26(CA )" -� NO PARKING "W1 -7" - DOUBLE ARROW "R3 -5R" - RIGHT TURN ONLY " -6" - SINGLE ARROW "R4 --7" - KEEP RIGHT *Wl -1" - CURVE ARROW "R81 (CA)" - BIKE LANE "W3-3" - SIGNAL AHEAD EXISTING GROUND CONTOUR PROPOSED CURB AND GUTTER _--- --- ---- - - - --- - -_ PROPOSED SAWCUT LIMIT LINE • '"'�■� - • �■ ! ..... TRACT BOUNDARY ""'� '�"' """ "" �■■� UNIT BOUNDARY -- z EXISTING E.P. 19 LEGEND: (CONT). 20 0 CURVE NUMBER FOR CURVE DESCRIPTION 1 TAPER NUMBER FOR TAPER DESCRIPTION UNIT BOUNDARY ITEM OF WORK - SEE CONSTRUCTION NOTES F CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY WIC /3' WINGS I-J~~ PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) SECTION DESIGNATION: SECTION LETTER A SHEET WHERE SECTION IS SHOWN 376 i 374 F 372 370 368 366 364 362 360 358 356 21 N 44'43 46 W RAD. CURVE RADIUS Q = UNIT BOUNDARY co c� II F _._:.. I-J~~ o � 0�-M§ w8 c»0 "'g cl "'� it• .d: 10 ch# 06 w C6 'f. F- cn N tC) �U �--U "* > �...0 - > ai ,rUpJ �U O N 0 J C� J � M -J � j M J _,j 0 "J j Q w Q Q' u u: � u: > C3 i V - C Lp0 j U li vV r w • i V w z W w w W w w W- M • Q? 0 Q M W v- v- L 3 .` w J 17 Q f! w w try M I S c0 0* LLJ C�J © (% m �3i CV nl U N Co OC? CV t`+ U • CO i°rn wx r• c i r.. co U �- �- �..� �w Wu + � ++ t- ++ H to co , ++ - r. r• � - ++ ++ u-� 6n _ M 'C ) N") K3 I d- d- I 00 • Z r e-• �-- s-- et- 4 k mot- d- k * 11) �- e- v- v"- x�' + w 0 � � � � '�? -.4 -.4 v 4 `� � PAYTC�N MANOR GR�E ++ w� �`�- I " n :z cn ma- cn cn a- in vs a- cn cn m �`�- � En cn uj cn cn SEE RIGHT THIS DRAWING 3 18' LANDSCAPE LOT 45'23'10" / �' O_ => ,� `_. ,� w to 4 I� c i c 4 W o SEL.. SEPARATE 1 y a LANDSCAPING PLAN N 4.22' �cL cn cn 4 . ca � .- r � {t ILL � �. 2 _. , Y ; , i r; �g � 7 ' N 44'43 46 W RAD. CURVE RADIUS LENGTH UNIT BOUNDARY DELTA __ _._:.. STA. 13 +46.56, C.L. 31.91' 01 `38'51" 10.00' 7.99' cv 15 00 r BEGIN NEW PAVEMENT 10.00' 7.92' 9 TA. 13 +78.90, C.L. 2213.00' •" 7.50' 00'23'18" LU c� a � ~O 25.00' 41.86' (��J ■'j - �,, ply 4 2 �3 8..,.. -Y... 2201.00' ' w 5 Comm) Lu • °° 4 C:, P It• ` �I 3 18' LANDSCAPE LOT 45'23'10" / �' O_ => ,� `_. ,� w to 4 I� c i c 4 W o SEL.. SEPARATE 1 y a LANDSCAPING PLAN N 4.22' cQ . ca � .- r FOR DETAILS , 15.00' z° � ,��, " �, � � � -'z ca ck! m U U- PAYTON MANOR DRVE SEE RIGHT THIS DRAWING 25.00' U r � m Wt - cz U ©of r•. ems, - q 23'11'18" �- �-- • Q 'W + z F=- chi m 20.48' 780'39'44" �W V) V) _ "' w -I- -t- �.m �M 9.88' 4.94' 0015'34" in 02 Z 25.00' 7.14' 3.59' ci in c~n 0 25.00' 29.35' 16.63' 67"15'42" UNIT 20 5.54' 2.78' (PRIVATE STREET) 09) 25.00' STA, 13+46.56,, C.L. TO STA. 15+12.28, C.L. 73'23'54" 050 SCALE: 1 = 50, HORIZONTAL 17.76' 00 *55'58" 1" = 5' VERTICAL CONSTRUCTION NOTES: (D CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. 2 CONSTRUCT 5' WIDE SIDEWALK PER C.O.B. STD. ST -3. CONSTRUCT 6" CONCRETE CURB WITH 12" TOTAL CURB EIGHT AND 6 CURB FACE PER DETAIL 2 ON SHEET 3. 4 3' WIDE SIDEWALK EASEMENT 5 FURNISH AND INSTALL STREET LIGHT PER DETAIL "3" -SHEET 3. $ TEMPORARY TURN - AROUND PER DOCUMENT NO. 02131361049, O.R., TO BE ABANDONED WITH THE RECORDATION OF FINAL MAP. 7 TEMPORARY TURN - AROUND PAVEMENT TO BE REMOVED AND REPAVED PER PLAN SPECIFICATION. $ REMOVE AND SALVAGE W-31(CA) SIGN AT PHASE BOUNDARY. CONSTRUCT 6' WIDE CROSS GUTTER PER C.O.B. STD. ST -7. COMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND GUTTER LIP TO A DEPTH OF 12 ". 10 CONSTRUCT ADA RAMP PER CASE F- DETAIL "1" ON SHEET 3. 1 SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER. 378 37& 374 372 370 368 366 364 362 360 - --13 f N4q"24`55" W RAD. E CA INTERSECTION STA. 15 +12.28 C.L. CROOKSTON AVE.= '. 16 +92.05 C.L., PAYTON MANOR DR. t 4 r i? r END CL 6' WIDE CROSS GUTTER (SOUTH STA. 15 +31.56, C.L. 19.00RT.= STA. 15+32.26, F.L. � ;f 14 15 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 2219.00' 63.81' 31.91' 01 `38'51" 10.00' 7.99' 4.22' 45'45'29" C+..4 C> CC m POWN14 < 0 10.00' 7.92' 4.18' 45'23'19" 2213.00' 15.00' 7.50' 00'23'18" LU c� a � ~O 25.00' 41.86' 27.73' 95`55'51" 0 2201.00' 165.73' 82.90' 04'18'51" Comm) Lu 10.00' 7.92' 4.1.8' 45'23'10" 0 10.00' 7.99' 4.22' 45'45'38" 0 2189.00' 15.00' 7.50' 00*23'33" 25.00' 10:12' 5.13' 23'11'18" 25.00' 34.32' 20.48' 780'39'44" (91 2183.00' 9.88' 4.94' 0015'34" 10 25.00' 7.14' 3.59' 16 "21'10" 0 25.00' 29.35' 16.63' 67"15'42" 0) 25.00' 5.54' 2.78' 12`41'31 " 09) 25.00' 32.03' 18.63' 73'23'54" 050 2182.00' 35.52' 17.76' 00 *55'58" NOTES0 , 1. FOR SEWER AND STORM DRAIN - PLEASE REFER TO SEWER AND STORM DRAIN PLANS, 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 0.40' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 378 376 374 372 370 368 366 364 362 360 358 7-r7-rV A0 DIG T Call: TOLL FREE 1 -800- 227 -260Q AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA co c co a � o J in - } m � a 0 cm W F- 0 N Imm cis Ali �=„� z o O C+..4 C> CC m POWN14 < 0 cz CC v� LU c� a � ~O CD z ilumm ca > Z 0 F U) Comm) Lu > G- ° < Q s w= V in to m U tJ sm W M M LO v or 0 cm W F- 0 N Imm cis Ali �=„� z o O C+..4 C> CC m POWN14 < 0 cz CC cmm� Imm a W a LU c� a � ~O CD C:d z Z <momm ilumm ca > Z 0 F U) Comm) Lu > G- ° < GC s W C � M