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HomeMy WebLinkAbout1.1-6250 Ph 12 Record DrawingA.C. PAVING TESTING NOTES: UNIT STANDARD NOTES I SP7-39.01 1. ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS AND CL U AGG. BASE ��I ■ is iiaii is � .,i 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 CUYD DEPT. OF TRANSPORTATION STANDARD SPECIFICATIONS. ARTERIAL AND COLLECTOR STREETS AND TYPE B (MODIFIED) FOR LOCAL STREETS AND SHALL CONFORM LF 885 TO THE PROVISIONS IN SECTION 39, "ASPHALT CONCRETE," OF THE STANDARD SPECIFICATIONS AND 2 THE FOLLOWING CITY OF BAKERSFIELD STANDARDS SHALL BE CONSIDERED PART THESE SPECIAL PROVISIONS. SQFT OF THESE PLANS: SIDEWALK SQFT ST -1, ST -3, ST -4, ST -6. ST -7, ST -9, PRIOR TO THE ADDITION OF ASPHALT BINDER, THE COMBINED MINERAL AGGREGATE FOR TYPE A EA 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: SECTION 39-2.02, "AGGREGATE," OF THE SPECIFICATIONS FOR 3/4" MAXIMUM, MEDIUM GRADING. EA. 0.20' TYPE "B" ASPHALT CONCRETE OVER MONUMENT ENCASEMENTS EA. 0.40' AGGREGATE BASE (PER NOTE 15) OVER ASPHALT BINDER FOR TYPE A (MODIFIED) ASPHALT CONCRETE SHALL BE PG 64-10 VISCOSITY GRADED LF 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. THE AMOUNT OF ASPHALT BINDER TO BE MIXED WITH THE MINERAL AGGREGATE SHALL BE DETERMINER BY OO TO BE INSTALLED 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. T INSTALL TRAFFIC CONTROL SIGNS ENGINEER. r INSTALL STANDARD STREET NAME SIGNS PER C.O.B. STD. T-1 N 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: -e- INSTALL STANDARD STREET LIGHTS, 9500 LUMEN H.P.S.V. STREET w LIGHTS SHALL MATCH THOSE EXISTING IN THE VICINITY. A. A LIST OF AGGREGATE AND ASPHALT SOURCES. r 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 i 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 g 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 r� 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 PROVISIONS. IF THE DATA SUBMITTED SHOWS THAT THE MATERIALS ARE SUBSTANTIALLY THE SAME 11. ALL MANHOLE AND LAMPHOLE FRAME AND COVERS SHALL BE SET 1/4' BELOW AS WHEN THE DESIGN WAS PREPARED, THE DESIGN MAY BE UP TO THREE (3) YEARS OLD. THE PAVEMENT GRADE. 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 PAVEMENT SHALL BE SAW CUT. 13. WARNING REGULATORY SIGNS: SIGN PANELS SHALL BE MOUNTED ON POSTS / 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 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 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. A. A PROPERLY CALIBRATED NUCLEAR ASPHALT TESTING DEVICE IN THE FIELD, OR 15. SUBGRADE PREPARATION: THE CONTRACTOR SHALL FINE GRADE AND COMPACT 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 BE SUBSTITUTED WITH PARAFFIN. TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95% OF THE MAXIMUM 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/ WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE 1S 0.15 FOOT OR LESS, PAVING SUBDIVIDER/CONTRACTOR. THE NUMBER AND LOCATION OF REQUIRED TESTS OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT, AT THE END OF EACH WORK SHIFT, THE SHALL BE DETERMINED BY THE CITY ENGINEER. 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 BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE ALL TIMES. FOR R THE DURATION OF CONTRACTOR'S OCCUPANCY OF THE SITE, CONFORMS WHEN PAVING OPERATIONS RESUME.IS CONTRACTOR REQUIRED TO COMPLY WITH THE PROVISIONS OF SAID PLAN. 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 OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT THE LAYER OF ASPHALT CONCRETE IS PLACED STORM WATER POLLUTION PREVENTION PLAN (SWAPP) FOR THIS PROJECT FROM THE ON ALL CONTIGUOUS LANES OF THE TRAVELED WAY BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. AT DEVELOPER, AND SHALL KEEP A COPY ON SITE AT ALL TIMES. FOR THE DURATION OF THE END OF EACH WORK SHIFT, THE DISTANCE BETWEEN THE ENDS OF A LAYER OF ASPHALT CONCRETE ON CONTRACTOR'S OCCUPANCY OF THE SITE, CONTRACTOR IS REQUIRED TO COMPLY WITH 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 ASPHALTAND COMPACTED TO HANDKED BASIS OF BEARINGS TEMPORARY CONFORMS BEFORE THAE LANES AREOO OPENED TOAPUBLIC TRAFFIIC.BE KRAFT PAPER, OR OTHERFORM APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE THE BEARING OF N10'15'14"E, SHOWN FOR THE CONFORMS WHEN PAVING OPERATIONS RESUME. CENTERLINE OF MABELTHORP DRIVE PER TRACT No. ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM 92 PERCENT OF THE MAXIMUM THEORETICAL 6250 UNIT 1, MAP BOOK 52, PAGE 68 IN THE OFFICE DENSITY AS DETERMINED BY ASTM D-2041. IN-PLACE DENSITY SHALL BE DETERMINED IN ACCORDANCE OF THE KERN COUNTY RECORDER, WAS USED AS THE WITH CALIFORNIA TEST 375. BASIS OF BEARINGS SHOWN HEREON. IF THE IN-PLACE DENSITY OF ANY LOT OF ASPHALT CONCRETE IS LESS THAN 92 PERCENT OR GREATER A PENNY BRASS TAG MARKED IS 4383" WILL BE SET THAN 94 PERCENT OF THE MAXIMUM THEORETICAL DENSITY, THE CONTRACTOR WILL BE ADVISED THAT THE WITH EPDXY ON TOP OF THE CURB FOR A WITNESS REQUIRED RELATIVE COMPACTION IS NOT BEING ATTAINED AND THAT THE MATERIALS OR PROCEDURES OR CORNER ALONG THE PROLONGATION OF THE PROPERTY BOTH, IF NEEDED, NEED ADJUSTMENT. ASPHALT CONCRETE SPREADING OPERATIONS SHALLI NOT " CONTINUE UNTIL THE CONTRACTOR HAS NOTIFIED THE CITY ENGINEER OF THE ADJUSTMEN THAT LINE FROM ALL FRONT LOT CORNERS. A 1/2 DIA. 1 WILL BE MADE IN ORDER TO MEET THE REQUIRED COMPACTION. IF ANY SUCCESSIVE REBAR WITH A PLASTIC CAP MARKED IS 4383" WILL TEST AFTER NOTICE IS GIVEN DOES NOT MEET THE SPECIFIED RANGE, THE ASPHALT CONC ETE BE SET AT ALL REAR LOT CORNERS, EXCEPT AT BLOCK REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT ME TS THE IN-PLACE WALL LOCATIONS, WHERE A PENNY BRASS TAG MARKED DENSITY REQUIREMENTS. IS 4383" WILL BE SET WITH A CONCRETE NAIL IN THE IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE RELATIVE COMPACTION IS WALL ALONG THE PROLONGATION OF THE PROPERTY EITHER LESS THAN 90% OR MORE THAN 967.«, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT LINE. SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT DOES MEET THE IN-PLACE DEN ITV REQUIREMENT. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. BENCH MARK: THE CONTRACTOR SHOULD BE AWARE OF EXISTING SEWER AND STORM DRAIN MANHOLES WITHIN THE TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE ROADWAY. CENTERLINE INTERSECTION OF STOCKDALE HIGHWAY AND JEWETTA AVENUE. ELEVATION=365.33' (U.S.G.S DATUM) IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED SURFACE TOLERANCES, IT SHALL BE BROUGHT WITHIN TOLERANCE BY EITHER: (1) ABRASIVE GRINDING WITH INDEX OF SHEETS EQUIPMENT DIAMOND BLADES, AND OR PLACEMENT ASPHALT CONCRETENG OVERLAY. E METHOD WILL BELSELECTED BYEMENT, THE ENGINEER. THE CORRECTIVE WORK SHEET TITLE SHALL BE AT THE CONTRACTOR'S EXPENSE. IF ABRASIVE GRINDING IS USED TO BRING THE FINISHED SURFACE TO SPECIFIED SURFACE TOLERANCES. 1. TIME SHEET I 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 2. FRENCH PARK LANE LANE LINE OR PAVEMENT EDGE, AND THE TRANSVERSE LIMITS OF GRINDING ARE NORMAL TO THE STA. 10+22.35, C.L. TO STA. 16+22.35, C.L. I PAVEMENT CENTERLINE. ALL GROUND AREAS SHALL BE NEAT RECTANGULAR AREAS OF UNIFORM SURFACE APPEARANCE. ABRASIVE GRINDING SHALL CONFORM TO THE REQUIREMENTS IN THE FIRST I ARAGRAPH AND GUILDEN GROVE WAY I THE LAST FOUR PARAGRAPHS OF SECTION 42-2.02, "CONSTRUCTION" OF THE STANDARD SPECIFICATIONS. STA. 10+00.00 C.L. TO STA. 13+26.81, C.L. A FOG SEAL COAT SHALL BE APPLIED TO ALL FINISHED ASPHALT SURFACES AT THE DEVtLOPER'S EXPENSE. ' THE FOG SEAL COAT SHALL BE EITHER REJUVENATING AGENT OR ASPHALTIC EMULSION A DIRECTED BY THE 3. BANTER BAY WAY I ENGINEER. STA. 10+00.00, C.L. TO STA. 11+51.00, C.L. I COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/SUBDIVIDER/CONTRACTOR. E NUMBER & DETAILS LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. NOTE: 95% COMPACTION AT LEAST 1' ON EACH SIDE OF CROSS GUTTERS. I I Q O 6' WING W/2 / «( I CENTERLINE STORM DRAIN I I .J Q . LIP CURB AND GUTTER jI ,--FLOWUNERB ANDI UTTER DIG AIRRT Call: TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA B.C.R. a SIDEWALK LANDSCAPE �CENTERUNE STORM DRAIN W 6' WING TYPICAL CATCH BASIN LOCATION AT CURB RETURN N.T.S. LEGEND: ABBREVIATIONS FL FLOWLINE POVC POINT ON VERTICAL CURVE CL CENTERUNE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSEC11ON ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE EC END CURVE TC TOP OF CURB PI VC POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE LS LANDSCAPE FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. 00 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. CD- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER DETAIL - SHEET 14. RI 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 "WI -7" - DOUBLE ARROW "R3 -5R" - RIGHT TURN ONLY 'W1-6' - SINGLE ARROW "R4-7" - KEEP RIGHT "Wt -1" - CURVE ARROW 'R81(CA)' - BIKE LANE "W3-3" - SIGNAL AHEAD SIGN NUMBERS ARE FEDERAL CODES UNLESS OTHERWISE INDICATED BY (CA). (CA) INDICATES CALIFORNIA CODES. EXISTING GROUND CONTOUR PROPOSED CURB AND GUTTER --------- ------ PROPOSED SAWCUT LIMIT UNE w w. www. w w TRACT BOUNDARY UNIT BOUNDARY EXISTING E.P. Q1 CURVE NUMBER FOR CURVE DESCRIPTION O1 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. JCONSTRUCT 26' BOTTOM WIDTH DRIVEWAY W/3' WINGS PER C.O.B. STD. ST -4. SECTION DESIGNATION: SECTION LETTER IL -- -- A 2 SHEET WHERE SECTION IS SHOWN VICINITY MAP SCALE: N.T.S. 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. LIST OF MATERIALS ITEM UNIT TOTAL A.C. PAVING TONS _ Nsu N,ri ONE i r w`■i � �� ��M i1 ■ ii, CL U AGG. BASE ��I ■ is iiaii is � .,i 471 SUBGRADE PREPARATION CUYD 693 - 1 Sao LF 885 6" CURB LF 1001 R, SQFT 7568 SIDEWALK SQFT 5734 • � Imp nn�� EA .. � oau ` �� EA. 4 un EA. � MONUMENT ENCASEMENTS EA. 3 SAWCUT LINE LF 40 LOCAL STREET q LENGTH LF 1015 �Ilt r N �►� - w r i c• r.v..•. III r� v VICINITY MAP SCALE: N.T.S. 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. LIST OF MATERIALS ITEM UNIT TOTAL A.C. PAVING TONS 530 CL U AGG. BASE CUYD 471 SUBGRADE PREPARATION CUYD 693 CURB AND GUTTER LF 885 6" CURB LF 1001 DRIVEWAYS SQFT 7568 SIDEWALK SQFT 5734 HANDICAP RAMPS EA 2 STANDARD STREET NAME SIGNS EA. 4 5800 LUMEN STREET LIGHTS EA. 3 MONUMENT ENCASEMENTS EA. 3 SAWCUT LINE LF 40 LOCAL STREET q LENGTH LF 1015 �_-7 t I (1 t 21 t 14 13 28 29 t tm ►� � �277 10 26 _ t g t t its l 25 t lm L �L 4 LAMBERTON 7 --- 5 t rn 8 6^ 23 6 4 tt V10� 22 91 CITY OF BAKERSFIELD KERN COUNTY CALIFORNIA STREET CONSTRUCTION PLANS FOR VEST. TENT. TR. 6250 UNIT 12 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 DURIN ONSTRUCTION. / P /I 1 // AFPROVED BY. R07CER A. McINTOSH R.C.E. 33322 DATE EXP. 6-30-16 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: NICOLAS C. FIDLER PUBLIC WORKS DIRECTOR R.C.E. 61069 EXP. 12-31-14 REVIEWED BY: ASSISTANT PUBLIC WORK!§\YIRECTOR 01 NI) 14 DATE DAfE REVIEWED BY: i4�e %r I't TRAFFIC ENGINEER DATE i 24 7126J9 10 11 12 13 14 15 16 17 18 119 20 21 22 23124F61 WIN(,FR gTRFFT ' LANE _ ` y 0R �6 6 �1 4 \� N 2 O b,00\ �\ �� 18 27 28 7 t PRIVATE 1 1 PARK 15 17 �1 SGP 16 2 UNIT 126 k/,y1 53 r y I �0 \ h � 9 KEY MAP SCALE: 1"=200' amn�m W `v l7 M o W O O S k/,y1 53 r y I �0 \ h � 9 KEY MAP SCALE: 1"=200' amn�m W r = N � 0 III Y 1 A S � ' Y4 y W r = N � 0 Y 1 A S � ' Y4 y EXISTING RETENTION BASIN SUMP BOTTOM=349.00 FUTURE J J� 17 BANTER BAY WAY SEE SHEET 3 12' WIDE UTILITY EASEMENT 15 16 17 18 19 '-' mac'' DEDICATED WITH UNIT 14 3� FINAL MAP L.S. 8' ' 18' I LOT ,� 6' 2 \ 4 18 D -SEE SEWER ' u Ov AND STORM DRAIN PLAN / NT 1 2 I n ___ r 18-- 19 -' �oU 20 � R� I �I I - I I 1 mmm o I `" o 0 1 o j �A J J o _.. -, o o �` `�. 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C.L FRENCH K d 1 I U ►=do QQ QQ V o0 U W dd QQ o ¢ > dd Z';- �Z FF- O F -F- p O N m V) (n tai N N C-0 N m N cn O to un O W N En � !n In � O 00 zoo FRENCH PARK LANE (PRIVATE STREET) GULDEN GROVE WAY STA. 10+22.35, C.L. TO STA. 35 C.L. SCALE: 1" = 50' HORIZONTAL (PRIVATE STREET) 1" = 5' VERTICAL STA. 10+00.00, C.L. TO STA. 13+26.81, C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 374 372 370 368 366 364 362 360 358 356 354 352 10 11 12 UNE NO. STATIONING TABLE LENGTH REF. NO. 50' VE TICAL F.L/F.O.C. STATION 10 B.C. STA. 14+23.07, 18.00LT. STA. 14+23.07, F.L 0 P.R.C. STA. 14+30.21, 15.00LT. CURVE 3� E.C. STA. 14+37.35, 12.ODLT. STA. 14+38.97, F.L W� B.C. STA. 15+41.35, 12.ODLT. STA. 15+42.97, F'L o to P.R.C. STA. 15+48.49, 15.DOLT. STA. 15+50.92, F.L L N C14: 5 25.00' t0 25.00' 90'00'00" 1- F- a G. >= pLu �...J 1 Lu U Z LU ac Z to C=9 w LLJ COQ > W Of M O > U f M � y M "� W J > Y J W co m > J rym•� It}J I w U cli M M V L'- M O M 0 Lu W LL:m ' M co 00 in to CDtp I a a O r W U M W W W W UV �• w _ tt) O O c + M m dr + Z�n mW�w J W + W N !� W W W U D W W O + .- .±(j rwn m U d �' N GROUN • @ C.L >a > ao v~i z _ z o ��- w N w O to CL W IEn 0- _ SEE RI T� m - S=1.42 ci E 11 =0.25% rn UNI •51% PROPOSED EAST 17LOWLJNE Z N W Y o: j d a U v U w V 4. Z W o` c� 0 W �j J J J w -t 10 11 12 374 372 370 368 366 364 362 360 358 356 354 352 13 LINE TABLE UNE NO. STATIONING TABLE LENGTH REF. NO. DESCRIPTION C.L STATION F.L/F.O.C. STATION 10 B.C. STA. 14+23.07, 18.00LT. STA. 14+23.07, F.L 0 P.R.C. STA. 14+30.21, 15.00LT. STA. 14+31.02, F.L 3� E.C. STA. 14+37.35, 12.ODLT. STA. 14+38.97, F.L ® B.C. STA. 15+41.35, 12.ODLT. STA. 15+42.97, F'L Q P.R.C. STA. 15+48.49, 15.DOLT. STA. 15+50.92, F.L 374 372 370 368 366 364 362 360 358 356 354 352 13 LINE TABLE UNE NO. BEARING LENGTH L1 N22'27'46"W 89.63' LEGEND: LEGEND: (CONT.1 ABBREVIATIONS R1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: F.L. FLOWLINE POVC POINT ON VERTICAL CURVE "R1-1" - STOP "W31(CA)" - END C.L. CENTERLINE BVC BEGIN VERTICAL CURVE "R6-1" - ONE WAY "W14-1" - DEAD END ELEV ELEVATION EVC END VERTICAL CURVE "R5-1" - DO NOT ENTER "W14-2" - NO OUTLET BCR BEGIN CURB RETURN PI POINT OF INTERSECTION "R26(CA)" - NO PARKING "W1-7" - DOUBLE ARROW ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE "R3 -5R" - RIGHT TURN ONLY "W1-6" - SINGLE ARROW BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE "R4-7" - KEEP RIGHT "W1-1" - CURVE ARROW EC END CURVE TC TOP OF CURB "R81(CA)" - BIKE LANE "W3-3" - SIGNAL AHEAD PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS OF VERTICAL CURVE FC FINISH CONCRETE F.O.C. FACE OF CURB A.P. ANGLE POINT STORM DRAIN MANHOLE -REFER TO SEWER &STORM DRAIN PLANS PA PROPERTY LINE C/G CURB & GUTTER CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. @o EXISTING SURVEY MONUMENT s SEWER - REFER TO SEWER & STORM DRAIN PLANS FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. Q SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. Q SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER DETAIL 3 ON SHEET t UNIT BOUNDARY PROPOSED SAWCUT LIMIT UNE LEGEND: (C0 376 374 372 370 368 366 364 362 360 358 356 354 f CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 1 92.00' 106.52' 60.13' 66'2616" Q 74.00' 85.68' 48.37' 66'20'16" 3 56.00' 64.84' 36.60' 66'20'16" ® 10.00' 7.95' 4.20' 45'34'23" 5 25.00' 39.27' 25.00' 90'00'00" LEGEND: LEGEND: (CONT.1 ABBREVIATIONS R1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: F.L. FLOWLINE POVC POINT ON VERTICAL CURVE "R1-1" - STOP "W31(CA)" - END C.L. CENTERLINE BVC BEGIN VERTICAL CURVE "R6-1" - ONE WAY "W14-1" - DEAD END ELEV ELEVATION EVC END VERTICAL CURVE "R5-1" - DO NOT ENTER "W14-2" - NO OUTLET BCR BEGIN CURB RETURN PI POINT OF INTERSECTION "R26(CA)" - NO PARKING "W1-7" - DOUBLE ARROW ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE "R3 -5R" - RIGHT TURN ONLY "W1-6" - SINGLE ARROW BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE "R4-7" - KEEP RIGHT "W1-1" - CURVE ARROW EC END CURVE TC TOP OF CURB "R81(CA)" - BIKE LANE "W3-3" - SIGNAL AHEAD PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS OF VERTICAL CURVE FC FINISH CONCRETE F.O.C. FACE OF CURB A.P. ANGLE POINT STORM DRAIN MANHOLE -REFER TO SEWER &STORM DRAIN PLANS PA PROPERTY LINE C/G CURB & GUTTER CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. @o EXISTING SURVEY MONUMENT s SEWER - REFER TO SEWER & STORM DRAIN PLANS FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. Q SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. Q SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER DETAIL 3 ON SHEET t UNIT BOUNDARY PROPOSED SAWCUT LIMIT UNE LEGEND: (C0 376 374 372 370 368 366 364 362 360 358 356 354 f T It= a7 W �-, 10 ? z 0 U N M 374 372 370 368 366 364 362 360 358 356 354 UNIT 12 o 0 U of f� cV r 5 M 2� 74 FRENCH PARK LANE °D" -+� SEE SHEET 2 win vL2 tit FRENCH PARK LANE SEE SHEET 2 UNIT 12 BANTER WAY (PRIVATE STREET) STA. 10+00.00, C.L. TO STA. 11+51.00, C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 10 11 376 374 372 370 368 366 364 362 360 358 356 12� UNE TABLE I BEARING LENGTH L2 N0111'58"E 151.00' F.L./F.O.C. STATION © B.C.-T.P. ELEV. 361.95 STA. 10+52.00, 12.00LT. STA 10+52.00, F.O.C. P.R.C.-T.P. ELEV. 362.02 STA. 10+59.14, 15.00LT. STA 10+59.95, F.O.C. ® E.C.-T.P. ELEV. 362.09 STA. 10+66.28, 18.00LT. STA. 10+67.90, F.O.C. Q d I N N E.C. STA. 10+66.28, 18.00RT. Ico ACCOMMODATE RAMP AND 4'-0" PLATFORM (LANDING) AS SHOWN IN CASE A, i MAY BE WIDENED AS IN CASE D. o 3. WHEN RAMP IS LOCATED IN CENTER OF CURB RETURN, CROSSWALK Mto CONFIGURATION MUST BE SIMILAR TO THAT SHOWN FOR DETAIL B. M 4. M O �OR > J 5. 2� >W i I> J BUT THE MINIMUM WIDTH OF THE RAMP SHALL BE 4'-0". � SIDE SLOPE OF RAMP FLARES VARY UNIFORMLY FROM A MAXIMUM OF 10% AT J J J UC THE RAMP, EXCEPT IN CASE C AND CASE F. M M M M J J J S ILJ GROOVING DETAIL. W W & TRANSITIONS FROM RAMPS AND LANDING TO WALKS, GUTTERS OR STREETS L� LLI:m � 1/4" I 1/4" 9. ,W 5 PERCENT WITHIN 4'-0" OF THE TOP AND BOTTOM OF THE CURB RAMP. FIXTURE T 10. CURB RAMPS SHALL HAVE A DETECTABLE WARNING SURFACE THAT EXTENDS GROOVING DETAIL i,i iw w :3 WARNING SURFACES SHALL CONFORM TO THE DETAILS ON THIS PLAN AND THE O rn rn NO SCALE m cn 11. THE EDGE OF THE DETECTABLE WARNING SURFACE NEAREST THE STREET _ i-1 .1 SHALL BE BETWEEN 6" FROM THE GUTTER FLOWLINE. M 12. T" SIDEWALK AND RAMP THICKNESS, ", SHALL BE 3.5" MINIMUM. to SIZE R w � FIXTURE II LL: N 0'45 O+ + O+ + FORT COLONS 8214TFP6 + TOP DIA -i 1-- WITHIN THE BOUNDARIES OF THE CURB RAMP WILL BE RELOCATED OR PR 0 m ADJUSTED TO GRADE BY THE OWNER PRIOR TO, OR IN CONJUNCTION HATH, p,g" Lw v~i ad a vii EA! iT FLOWU E w c va~i STREET LIGHT BASE OWILL BE AT THE CONTRACTOR'S OPTION, UNLESS OTHERWISE SHOWN ON 2" 1 14" MIN. PROJECT PLANS. r-2.5" RAISED TRUNCATED DOME i 6" SLAB a PROXIMA EXISTING z 31 GOOUND .L. m m i 10 11 376 374 372 370 368 366 364 362 360 358 356 12� UNE TABLE UNE NO. BEARING LENGTH L2 N0111'58"E 151.00' CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 1 25.00' 1 39.27' 25.00' 90'0600" 2 10.00' 1 7.95' 4.20' 4534'93* LEGEND: LEGEND: (COQ ABBREVIATIONS R1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: F.L. FLOVWIUNE POVC POINT ON VERTICAL CURVE i "R1-1" -STOP "W31(CA)* -END C.L. CENTERUNE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE "R6-1" - ONE WAY "W114 -14-l"" - DEAD END "R5-1" - DO NOT ENTER "W14-2' - NO OUTLET BCR BEGIN CURB RETURN PI POINT OF INTERSECTION "R26(CA)" - NO PARKING "W1-7" - DOUBLE ARROW ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE "R3 -5R" - RIGHT TURN ONLY "Wl-6" - SINGLE ARROW BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE "R4-7" - KEEP RIGHT "Wi-1' - CURVE ARROW EC END CURVE TC TOP OF CURB "R81(CA)" - BIKE LANE 'W3-3" - SIGNAL AHEAD PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT a STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS OF VERTICAL CURVE FC FINISH CONCRETE F.O.C. FACE OF CURB A.P. ANGLE POINT STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS PA PROPERTY UNE C/G CURB & GUTTER CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER �a FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. Q EXISTING SURVEY MONUMENT s SEWER - REFER TO SEWER & STORM DRAIN PLANS FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. o SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. -O FURNISH & INSTALL STREET UGHT-5800 LUMEN PER DETAIL 3 ON SHEET 4. UNIT BOUNDARY ---------------------- PROPOSED SAWCUT LIMIT LINE limt0emial- SIDEWALK SEE NOTE 7 --t�)A 2% I MAX `1 XLcl ` z ,--.SEE NOTES 10 AND 11 OF SIFRONT DEWALK 10% MAX 600-06.0.-g?oa°a°a$ 10% MAX AT CURB 000000 AT CURB 000000 000000 MIN CASE A GUTTER FLOWLINE TOP OF RAMP ROUNDED -- 4'-0" MIN it SEE NOTE 9 r 8.33% MAX 2% MAX t -T SECTION A -A / 0 (D (o 1.67" TO 2.35" CENTER Q TO CENTER SPACING RAISED TRUNCATED DOME PATTERN (IN-LINE) DETECTABLE WARNING SURFACE SEE NOTE 10 NOTES: STATIONING TABLE REF. NO. DESCRIPTION C.L. STATION F.L./F.O.C. STATION © B.C.-T.P. ELEV. 361.95 STA. 10+52.00, 12.00LT. STA 10+52.00, F.O.C. P.R.C.-T.P. ELEV. 362.02 STA. 10+59.14, 15.00LT. STA 10+59.95, F.O.C. ® E.C.-T.P. ELEV. 362.09 STA. 10+66.28, 18.00LT. STA. 10+67.90, F.O.C. Q P.R.C. STA. 10+59.14, 15.00RT. STA. 10+59.95, F.L. 10 E.C. STA. 10+66.28, 18.00RT. STA. 10+67.90, F.L. LEGEND: LEGEND: (COQ ABBREVIATIONS R1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: F.L. FLOVWIUNE POVC POINT ON VERTICAL CURVE i "R1-1" -STOP "W31(CA)* -END C.L. CENTERUNE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE "R6-1" - ONE WAY "W114 -14-l"" - DEAD END "R5-1" - DO NOT ENTER "W14-2' - NO OUTLET BCR BEGIN CURB RETURN PI POINT OF INTERSECTION "R26(CA)" - NO PARKING "W1-7" - DOUBLE ARROW ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE "R3 -5R" - RIGHT TURN ONLY "Wl-6" - SINGLE ARROW BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE "R4-7" - KEEP RIGHT "Wi-1' - CURVE ARROW EC END CURVE TC TOP OF CURB "R81(CA)" - BIKE LANE 'W3-3" - SIGNAL AHEAD PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT a STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS OF VERTICAL CURVE FC FINISH CONCRETE F.O.C. FACE OF CURB A.P. ANGLE POINT STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS PA PROPERTY UNE C/G CURB & GUTTER CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER �a FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. Q EXISTING SURVEY MONUMENT s SEWER - REFER TO SEWER & STORM DRAIN PLANS FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. o SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. -O FURNISH & INSTALL STREET UGHT-5800 LUMEN PER DETAIL 3 ON SHEET 4. UNIT BOUNDARY ---------------------- PROPOSED SAWCUT LIMIT LINE limt0emial- SIDEWALK SEE NOTE 7 --t�)A 2% I MAX `1 XLcl ` z ,--.SEE NOTES 10 AND 11 OF SIFRONT DEWALK 10% MAX 600-06.0.-g?oa°a°a$ 10% MAX AT CURB 000000 AT CURB 000000 000000 MIN CASE A GUTTER FLOWLINE TOP OF RAMP ROUNDED -- 4'-0" MIN it SEE NOTE 9 r 8.33% MAX 2% MAX t -T SECTION A -A / 0 (D (o 1.67" TO 2.35" CENTER Q TO CENTER SPACING RAISED TRUNCATED DOME PATTERN (IN-LINE) DETECTABLE WARNING SURFACE SEE NOTE 10 CURB RAMP - DETAIL "1" SCALE: NONE EXPANSION JOINT AT SIDEWALKS. 6" CONCRETE WALK, �r� WHERE OCCURS. ( I ------------- - - FINISH GRADE N i �� NOTE: r N � CLASS "B' CONCRETE (5 SACK) EXPANSION JOINTS EA. 30' WEAKENED PLANE JTS. EA. 15' POUR ON COMPACTED SUBGRADE M A.C. PAVEMENT 9*9 LCIIr==lII(E=lIII[-= L. 2 AGG.BASE DETAIL "2" 6" CONCRETE CURB DETAIL N.T.S. 01 CURVE NUMBER FOR CURVE DESCRIPTION 1� FLOWLINE STATION - SEE TABLE ® ITEM OF WORK - SEE CONSTRUCTION NOTES CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS PER C.O.B. STD. ST -4. N,f CONSTRUCT 26' BOTTOM WIDTH DRIVEWAY W/3' WINGS PER C.O.B. STD. ST -4. l- PIPE SIZE UTILITY S=SEWER D=DRAIN SECTION DESIGNATION: SECTION LETTER L_-- -- _ A SHEET WHERE SECTION IS SHOWMV 2 CONSTRUCTION NOTES: 10 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. 02 CONSTRUCT 5' STANDARD SIDEWALK PER C.O.B. STD. ST -3. O CONSTRUCT CASE "A" RAMP PER DETAIL "1" ON SHEET 3. ® CONSTRUCT 6" CONCRETE CURB WITH 12" TOTAL CURB HEIGHT AND 6" CURB FACE PER DETAIL "2" ON SHEET 3. 05 3' SIDEWALK EASEMENT TO BE DEDICATED WITH THE FINAL MAP. ® SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER. O7 CONSTRUCT DRIVEWAY FOR LOT 7 OF UNIT 11 WITH UNIT 12. INSTALL W31(CA) SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED AT THE SAME TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. O CONTRACTOR TO VERIFY LOCATION AND INVERT ELEVATION OF EXISTING STORM DRAIN LINE BEFORE CONSTRUCTION AND NOTIFY ENGINEER FOR ANY DISCREPANCIES. 10 CONSTRUCT TYPE "A" CATCH BASIN PER C.O.B. STD. D-14. PRIVATE STREET R=10'n I Pn 1 cn I J 3 w 0 1 LOT SIDE i 5' SIDEWALK 6' 1 777 1 DETAIL "4" TYPICAL CORNER N.T.S. 3"l 19" 'x18"x3".4 ,R BOLTS VERTICAL REBAR TIES 'ACING (4) Yi" x 18" x 3" a ANCHOR BOLTS Y ANCHOR BOLT JT WITH MANUFACTURER DETAIL "3" STREET LIGHT PIER DESIGN N.T.S. 11 TYPICAL CORNER - SEE DETAIL "4" ON SHEET 3. Q REMOVE AND SALVAGE EXISTING W31(CA) BARRICADE FOR USE ELSEWHERE. NOTES: 1. FOR SEWER AND STORM DRAIN - SEE SEPARATE 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. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. l.�- 6}_ OV r0?3' i ( tiurvDDRAlsV"'t- NOTES: 1. AS SITE CONDITIONS DICTATE, CASE A THROUGH CASE G CURB RAMPS MAY BE USED FOR CORNER INSTALLATIONS SIMILAR TO THOSE SHOWN IN DETAIL B. THE CASE OF CURB RAMPS USED IN DETAIL A DO NOT HAVE TO BE THE SAME. CASE A THROUGH CASE G CURB RAMPS ALSO MAY BE USED AT MID BLOCK LOCATIONS, AS SITE CONDITIONS DICTATE. 2. IF DISTANCE FROM CURB TO BACK OF SIDEWALK IS TOO SHORT TO ACCOMMODATE RAMP AND 4'-0" PLATFORM (LANDING) AS SHOWN IN CASE A, THE SIDEWALK MAY BE DEPRESSED LONGITUDINALLY AS IN CASE B, OR C OR MAY BE WIDENED AS IN CASE D. 3. WHEN RAMP IS LOCATED IN CENTER OF CURB RETURN, CROSSWALK CONFIGURATION MUST BE SIMILAR TO THAT SHOWN FOR DETAIL B. 4. AS SITE CONDITIONS DICTATE, THE RETAINING CURB SIDE AND THE FLARED SIDE OF THE CASE G RAMP SHALL BE CONSTRUCTED IN REVERSED POSITION. 5. IF LOCATED ON A CURVE, THE SIDES OF THE RAMP NEED NOT BE PARALLEL, BUT THE MINIMUM WIDTH OF THE RAMP SHALL BE 4'-0". 6. SIDE SLOPE OF RAMP FLARES VARY UNIFORMLY FROM A MAXIMUM OF 10% AT CURB TO CONFORM WITH LONGITUDINAL SIDEWALK SLOPE ADJACENT TO TDP OF THE RAMP, EXCEPT IN CASE C AND CASE F. 7. THE CURB RAMP SHALL BE OUTLINED, AS SHOWN, WITH A 1'-0" WIDE BORDER WITH 1i4" GROOVES APPROXIMATELY 3/4" ON CENTER. SEE GROOVING DETAIL. & TRANSITIONS FROM RAMPS AND LANDING TO WALKS, GUTTERS OR STREETS APPROXIMATELY 3/4" SHALL BE FLUSH AND FREE OF ABRUPT CHANGES. 1/4" I 1/4" 9. MAXIMUM SLOPES OF ADJOINING GUTTERS, THE ROAD SURFACE IMMEDIATELY ADJACENT TO THE CURB RAMP OR ACCESSIBLE ROUTE SHALL NOT EXCEED SINGLE 5 PERCENT WITHIN 4'-0" OF THE TOP AND BOTTOM OF THE CURB RAMP. FIXTURE T 10. CURB RAMPS SHALL HAVE A DETECTABLE WARNING SURFACE THAT EXTENDS GROOVING DETAIL THE FULL WIDTH AND 3' DEEP STARTING FROM THE BACK OF THE CURB. DETECTABLE WARNING SURFACES SHALL CONFORM TO THE DETAILS ON THIS PLAN AND THE STREET LIGHT DETAIL REQUIREMENTS IN THE SPECIAL PROVISIONS. NO SCALE 11. THE EDGE OF THE DETECTABLE WARNING SURFACE NEAREST THE STREET SHALL BE BETWEEN 6" FROM THE GUTTER FLOWLINE. 12. T" SIDEWALK AND RAMP THICKNESS, ", SHALL BE 3.5" MINIMUM. SIZE LIGHT POST FIXTURE N 0'45 13. UTILITY PULL BOXES, MANHOLES, VAULTS AND ALL OTHER UTILITY FACILITIES 14' FORT COLONS 8214TFP6 CLASSIC 8930 (SINGLE) TOP DIA -i 1-- WITHIN THE BOUNDARIES OF THE CURB RAMP WILL BE RELOCATED OR 0 ADJUSTED TO GRADE BY THE OWNER PRIOR TO, OR IN CONJUNCTION HATH, p,g" -T CURB RAMP CONSTRUCTION. BASE DIA 14. FOR RETROFIT CONDITIONS, REMOVAL AND REPLACEMENT OF CURB APRON STREET LIGHT BASE OWILL BE AT THE CONTRACTOR'S OPTION, UNLESS OTHERWISE SHOWN ON 2" 1 14" MIN. PROJECT PLANS. r-2.5" RAISED TRUNCATED DOME 6" SLAB SEE C.O.B. STD ST -14 CURB RAMP - DETAIL "1" SCALE: NONE EXPANSION JOINT AT SIDEWALKS. 6" CONCRETE WALK, �r� WHERE OCCURS. ( I ------------- - - FINISH GRADE N i �� NOTE: r N � CLASS "B' CONCRETE (5 SACK) EXPANSION JOINTS EA. 30' WEAKENED PLANE JTS. EA. 15' POUR ON COMPACTED SUBGRADE M A.C. PAVEMENT 9*9 LCIIr==lII(E=lIII[-= L. 2 AGG.BASE DETAIL "2" 6" CONCRETE CURB DETAIL N.T.S. 01 CURVE NUMBER FOR CURVE DESCRIPTION 1� FLOWLINE STATION - SEE TABLE ® ITEM OF WORK - SEE CONSTRUCTION NOTES CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS PER C.O.B. STD. ST -4. N,f CONSTRUCT 26' BOTTOM WIDTH DRIVEWAY W/3' WINGS PER C.O.B. STD. ST -4. l- PIPE SIZE UTILITY S=SEWER D=DRAIN SECTION DESIGNATION: SECTION LETTER L_-- -- _ A SHEET WHERE SECTION IS SHOWMV 2 CONSTRUCTION NOTES: 10 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. 02 CONSTRUCT 5' STANDARD SIDEWALK PER C.O.B. STD. ST -3. O CONSTRUCT CASE "A" RAMP PER DETAIL "1" ON SHEET 3. ® CONSTRUCT 6" CONCRETE CURB WITH 12" TOTAL CURB HEIGHT AND 6" CURB FACE PER DETAIL "2" ON SHEET 3. 05 3' SIDEWALK EASEMENT TO BE DEDICATED WITH THE FINAL MAP. ® SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER. O7 CONSTRUCT DRIVEWAY FOR LOT 7 OF UNIT 11 WITH UNIT 12. INSTALL W31(CA) SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED AT THE SAME TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. O CONTRACTOR TO VERIFY LOCATION AND INVERT ELEVATION OF EXISTING STORM DRAIN LINE BEFORE CONSTRUCTION AND NOTIFY ENGINEER FOR ANY DISCREPANCIES. 10 CONSTRUCT TYPE "A" CATCH BASIN PER C.O.B. STD. D-14. PRIVATE STREET R=10'n I Pn 1 cn I J 3 w 0 1 LOT SIDE i 5' SIDEWALK 6' 1 777 1 DETAIL "4" TYPICAL CORNER N.T.S. 3"l 19" 'x18"x3".4 ,R BOLTS VERTICAL REBAR TIES 'ACING (4) Yi" x 18" x 3" a ANCHOR BOLTS Y ANCHOR BOLT JT WITH MANUFACTURER DETAIL "3" STREET LIGHT PIER DESIGN N.T.S. 11 TYPICAL CORNER - SEE DETAIL "4" ON SHEET 3. Q REMOVE AND SALVAGE EXISTING W31(CA) BARRICADE FOR USE ELSEWHERE. NOTES: 1. FOR SEWER AND STORM DRAIN - SEE SEPARATE 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. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. l.�- 6}_ OV r0?3' i ( tiurvDDRAlsV"'t- NIIIIIIII