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HomeMy WebLinkAbout5.1-11779 Revised"I PROPOSED LEGEND PROPOSED SINGLE POLE SIGN PROPOSED SANITARY SEWER MANHOLE C.O.B. STREET LIGHT PROPOSED STORM DRAIN MANHOLE PROPOSED CONCRETE PROPOSED STORM DRAIN CURB INLET *!.r}R!lMM74T11!}l.YlIMpA PROPOSED STORM DRAIN CATCH BASIN _. wo'', PROPOSED FIRE HYDRANT N PROPOSED WATER VALVE --a- PROPOSED SINGLE POLE SIGN EP C.O.B. STREET LIGHT :..'• PROPOSED CONCRETE BC *!.r}R!lMM74T11!}l.YlIMpA EC PROPOSED A ASPHALT S R/W ,•::::::::.::: PROPOSED HEAVY DUTY ASPHALT CITY OF BAKERSFIELD rr.r STANDARD ARTERIAL TRANSITION W/ BIKE LANES EXISTING ASPHALT =----- PROPOSED SANITARY SEWER LINE - SS ST PROPOSED STORM DRAIN LINE - --- ----W PROPOSED WATER LINE """"""""""""' °' °•• PROPOSED DRY UTILITY TRENCH 4. BP PROPOSED BURIED POWER LINE UG PROPOSED BURIED GAS LINE - - PROPERTY LINE /RIGHT -OF -WAY c3e PROPOSED LUMINAIRE �--�r PROPOSED STREET LIGHT PROPOSED STANDARD CURB PROPOSED STANDARD CURB PROPOSED CURB &GUTTER -- EASEMENT - -- - - - - - BUILDING SETBACK - -- - - -- - - SAWCUT LINE -- - - - - - PROPOSED PARCEL LINE BENCH MARK DH6652 (HOSKING) 375.00' NAVD88 MONUMENT IS A CSRC 3 -INCH ALUMINUM DISK LOCATED AT THE EAST END OF NORTH PEDESTRIAN WALKWAY OF THE HOSKING ROAD OVERPASS OF CALIFORNIA HIGHWAY 99. BASIS OF BEARING THE BEARING OF SOUTH 88 057'25" EAST SHOWN AS THE NORTH LINE OF NORTHEAST QUARTER OF SECTION 28 TOWNSHIP 30 SOUTH RANGE 27 EAST, M. D. B. & M., PER LOT LINE ADJUSTMENT #06 -2270, AS EVIDENCED BY CERTIFICATE OF COMPLIANCE RECORDED AS DOCUMENT NO. 0207238228 OF O.R. OF KERN COUNTY, DATED DECEMBER 4, 2007, WAS USED AS THE BASIS OF BEARINGS SHOWN HEREON. A BBREVIATIONS GB GRADE BREAK EP EDGE OF PAVEMENT PI POINT OF INTERSECTION BC BEGIN CURVE EC END CURVE R/W RIGHT OF WAY C.O.B. CITY OF BAKERSFIELD SHEET INDEX � SDR SIL STREET CONSTRUCTION COVER SHEET �� O Ar O 1101 D D . PANAMA LANE PLAN &PROFILE STA: 31 +g0 - 41 +00 PANAMA LANE PLAN &PROFILE STA: 41 +00 - 50+20 4L SD8.3 _ ASHE ROAD PLAN &PROFILE STA: 21 +60 - 30 +75 ASHE ROAD PLAN &PROFILE STA: 30 +75 - 37 +2g STORE NO. 119 SD CACTUS PATCH DRIVE PLAN &PROFILE STA: 12 +50 - 21 +35 SD PANAMA LANE STRIPING & SIGNAGE PLAN 6801 PANAMA LANE 8 7 R SIGNA ROAD & CACTUS PATCH DRIVE STRIPING & RAXF _RSFIELD, CALIFORNIA STANDARD DRAWINGS PARCEL # 53901023 ST -1 STD. CURBS &GUTTER TYPES "A ", "B" & "c" PARCEL MAP # 11779 J'1' -2 JTll. MEll1AN (:UXt3J TYPE "M ", "M -1" nc "M -Z" ST -8 STD. COMBINATION WALK ST -10 STD. HANDICAP RAMP ST -14 STD. STRUCTURAL PAVEMENT SECTION ST -16 STD. MAJOR STREET CROSS SECTION ST -22 STD. STREET LIGHT ST -XXX STD. EDGE CONDITION DETAIL PAVEMENT SECTION T -5 STANDARD ARTERIAL TRANSITION W/ BIKE LANES 103 AT INTERSECTION WITH ARTERIAL OR COLLECTOR T -15 STD. ONE -WAY MEDIAN OPENING WITH 14' WIDE 104 MEDIAN T -16 STD. ONE -WAY MEDIAN OPENING WITH 18'WIDE 105 MEDIAN T -19 STD. TYPICAL MEDIAN END DETAILS AT 106 INTERSECTIONS WITH LOCAL STREETS 14 QUANTITIES TABLE now Item No. Description Quantity Qua ty Unit 1 Street Improvements p TAHITIAN PEARL DR. 'dry 101 Type'A' Asphalt 5774 TONS 102 Type' B' Asphalt 444 TONS 103 Class ll AB 3448 CY 104 Type 'B' curb and gutter 2387 LF 105 Type 'M' median curb 4464 LF 106 Handicap Ramps 14 EA 107 Sidewalk 14,557 SF 108 Street Signs 47 EA 109 Street Lights 5 EA 110 Save Cut 3391 LF 111 AC Dyke 570 LF 112 Excavation 37274 CY 113 Striping 17,610 LF 114 Arrow /Bike lane symbol Striping 57 EA NOTES 1. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT -OF -WAY. UNLESS SECURED BY AN IMPROVEMENT AGREEMENT, APPROVED INSURANCE AND SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK. PERFORMED WITHIN THE RIGHT -OF -WAY SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. 2. 24 HOUR INSPECTION NOTICE - PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION SECTION SHALL BE GIVEN AT LEAST 24 HOURS NOTICE. THE SECTION MAY BE NOTIFIED AT (661)326 -3049. 3. COMPACTION TEST NOTE - COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER /SUBDIVIDER/CONTRACTOR. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER 4. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO (2) WORKING DAYS PRIOR TO CONSTRUCTION. (1 -800- 642 - 2444). 5. AN "S" SHALL BE STAMPED ON FACE OF CURB INDICATING LOCATION OF SEWER LATERAL. 6. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT ALL UNDERGROUND IMPROVEMENTS, WITHIN THE AREA OF THE STREET RIGHT OF WAY, HAVE BEEN COMPLETED PRIOR TO THE START OF ANY CONSTRUCTION OF PAVING. 7. SIGN PANELS SHALL BE MOUNTED ON POSTS WITH - HAWKINS W2G SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR EQUAL. ROADSIDE SIGNS INSTALLED PER STD. T -19 SHALL BE LOCATED WITHIN SIDEWALK 6' FROM BACK. 8. ASPHALT CONCRETE (TYPE 'B'). ASPHALT CONCRETE SHALL BE TYPE A (MODIFIED) FOR ALL ARTERIAL AND COLLECTOR STREETS AND TYPE B (MODIFIED) FOR LOCAL STREETS AND SHALL CONFORM TO THE PROVISIONS IN SECTION 39, "ASPHALT CONCRETE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. PRIOR TO THE ADDITION OF ASPHALT BINDER, THE COMBINED MINERAL AGGREGATE FOR TYPE A (MODIFIED) OR TYPE B (MODIFIED) ASPHALT CONCRETE SMALL CONFORM -TO THE REQUIREMENTS OF SECTION 39 -2.02, "AGGREGATE,," OF THE SPECIFICATION FOR 3/4" MAXIMUM, MEDIUM GRADING. 9. ANY TRENCHING TO BE CONDUCTED WITHIN THIS PROJECT SHALL BE BACKFILLED AND COMPACTED PER CITY STANDARD ST -13. 10. STREET LIGHTS SHALL BE LED 9500 LUMEN. 11. LIGHT EMITTING DIODE LUMINAIRES SHALL BE INSTALLED ACCORDING TO CALTRANS STANDARD SPECIFICATION 86. 12. ALL IMPOVEMENTS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS AND SPECIFICATIONS OF THE CITY OF BAKERSFIELD. 13. ALL MANHOLE AND LAMPHOLE FRAME AND COVERS SHALL BE SET 1/4" BELOW PAVEMENT GRADE. 14. CONTRACTOR SHALL COORDINATE ALL WORK REQUIRED BY ELECTRICAL, GAS AND TELECOM UTILITIES WITH THE RESPECTIVE UTILITY PRIOR TO CONSTRUCTION. CONTRACTOR SHALL REFER TO THE UTILITY COMPANIES PLANS. PAVING NOTES AGGREGATE BASE SHALL BE FURNISHED AND PLACED IN ACCORDANCE WITH THE CONSTRUCTION PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION AND THESE DETAILED SPECIFICATIONS. AGGREGATE BASESHALL BE GRADED WITHIN THE CITY TOLERANCES AND COMPACTER TO 95% OF THE - MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D- 1557. SUBGRADE PREPARATION: THE CONTRACTOR SHALL FINE GRADE AND COMPACT STREET SUBGRADE IN ACCORDANCE WITH THE CONTRACT PLANS, CITY REQUIREMENTS AND STANDARD SPECIFICATIONS. SUBGRADE SHALT, BE GRADED TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D -1557. CONSTRUCTION DOCUMENTS STREETS PAVING NOTES CONTD. AGGREGATE FOR TYPE "B" ASPHALT CONCRETE SHALL CONFORM TO THE REQUIREMENTS FOR THREE - FOURTHS (3/4) INCH MAXIMUM 1 > MEDIUM GRADING AS SPECIFIED IN SECTION 39- 2 -.02. "AGGREGATE" OF THE STANDARD SPECIFICATIONS. WHEN DIRECTED BY THE CITY ENGINEER, AGGREGATE CONFORMING TO ANY OF THE GRADING REQUIREMENTS IN SECTION 39- 2-.02, "AGGREGATE" OF THE STANDARD SPECIFICATIONS SHALL BE USED TO SURFACE INTERSECTIONS, TAPERS AND OTHER AREAS WHERE THIN LAYERS OF ASHPALT CONCRETE ARE BEING CONSTRUCTED. ASPHALT BINDER FOR TYPE A (MODIFIED) ASPHALT CONCRETE SHALL BE AR -8000 VISCOSITY GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. ASPHALT BINDER FOR TYPE B (MODIFIED) ASPHALT CONCRETE SHALL BE AR -4000 VISCOSITY GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. THE ASPHALT BINDER SHALL CONFORM TO THE REQUIREMENTS IN THE TABLE FOR "STEAM- REFINED PAVING ASPHALTS"', IN SECTION 92 -1.02, "GRADES ", OF THE STANDARD SPECIFICATIONS. THE AMOUNT OF ASPHALT BINDER TO BE MIXED WITH THE MINERAL AGGREGATE SHALL, BE DETERMINED BY 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 ENGINEER. AT LEAST 14 DAYS PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL SUBMIT THE FOLLOWING FOR THE ENGINEERS REVIEW AND APPROVAL: A. A LIST OF AGGREGATE AND ASPHALT SOURCES. B. DOCUMENTATION VERIFYING THAT THE AGGREGATES TO BE INCORPORATED IN THE WORD. CONFORM TO THE REQUIREMENTS OF SECTION 39 -2.02, "AGGREGATE" OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MATERIAL SIEVE ANALYSIS AND SAND EQUIVALENT TEST RESULTS SHOULD NOT BE OLDER THAN SIX (6) MONTHS. ALL OTHER TESTS RESULTS SHOULD NOT BE OLDER THAN ONE (1) YEAR. C. AN ASPHALT CONCRETE MIX DESIGN DETERMINED IN ACCORDANCE WITH THE CALIFORNIA TEST 367. LABORATORY TEST RESULTS ON WHICH THE DESIGN IS BASED SHALL BE SUBMITTED WITH THE MIX DESIGN ALONG WITH THE THEORETICAL MAXIMUM DENSITY OF THE DESIGN MIXTURE AS DETERMINED BY ASTM D -2041. THE ASPHALT CONCRETE MIX SHALL MEET THE REQUIREMENTS OF SECTIONS 39 -2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL, PROVISIONS. IF THE DATA SUBMITTED SHOWS THAT THE MATERIALS ARE SUBSTANTIALLY THE SAME 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. I WHERE NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM TO EXISITNG PAVED SURFACES, THE EXISTING PAVEMENT SHALL BE SAW CUT. A PRIME COAT WILL NOT BE REQUIRED ON NON -PAVED AREAS TO BE SURFACED PRIOR TO THE PLACEMENT OF ASPHALT CONCRETE; HOWEVER, ALL OTHER REQUIREMENTS OF SECTION 394.01, "SUBGRADE" OF THE STANDARD SPECIFICATIONS SHALL BE MET. THE AREA TO WHICH PAINT BINDER HAS BEEN APPLIED SHALL BE CLOSED TO PUBLIC TRAFFIC. CARE SHALL BE TAKEN TO AVOID TRACKING BINDER MATERIAL ONTO THE EXISTING PAVEMENT SURFACE BEYOND THE LIMITS OF CONSTRUCTION. PAVING JOINTS SHALL MATCH STRIPE LOCATIONS UNLESS OTHERWISE PERMITTED BY THE ENGINEER. INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE ENGINEER. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED AT ROAD CONNCETIONS AND PRIVATE DRIVES, WHERE SHOWN ON THE PLANS AND AS DIRECTED BY THE ENGINEER, AND HAND RAKED, IF NECESSARY, AND COMPACTED TO FORM SMOOTH, TAPERED CONNECTIONS. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS 0.15 FOOT OF LESS, PAVING OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT, AT THE END OF EACH WORK. SHIFT, THE LENGTH OF PAVEMENT ALONG THE LONGITUDINAL DROP -OFF BETWEEN ADJACENT LANES IS NOT GREATER. THAN THAT WHICH CAN BE SURFACED DURING THE FOLLOWING SHIFT OF NORMAL PAVING OPERATIONS. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP -OFFS ON EACH LANE. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC , KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS MORE THAN 0.15 FOOT, PAVING OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT THE LAYER OF ASPHALT CONCRETE IS PLACED ON ALL CONTIGUOUS LANES OF THE TRAVELED WAY BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. AT THE END OF EACH WORK. SHIFT, THE DISTANCE BETWEEN THE ENDS OF A LAYER OF ASPHALT CONCRETE ON ADJACENT LANES SHALL NOT BE GREATERE THAN 10 FEET. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP -OFFS ON EACH LANE AND ALONG THE LONGITUDINAL DROP -OFF BETWEEN ADJACENT LANES. SUCH ADDTIIONAL 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 THAN 94 PERCENT OF THE MAXIMUM THEORETICAL DENSITY, THE CONTRACTOR WILL BE ADVISED THAT THE REQUIRED RELATIVE COMPACTION IS NOT BEING ATTAINED AND THAT THE MATERIALS OR PROCEDURES OR BOTH, IF NEEDED, NEED ADJUSTMENT. ASPHALT CONCRETE SPREADING OPERATIONS SHALL NOT CONTINUE UNTIL THE CONTRACTOR HAS NOTIFIED THE CITY ENGINEER OF THE ADJUSTMENT THAT WILL BE MADE IN ORDER TO MEET THE REQUIRED COMPACTION. IF ANY SUCCESSIVE TEST AFTER NOTICE IS GIVEN DOES NOT MEET THE SPECIFIED RANGE, THE ASPHALT CONCRETE REPRESENTED BY THE LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT MEETS THE IN -PLACE DENSITY REQUIREMENTS. IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE RELATIVE COMPACTION IS EITHER LESS THAN 90% OR MORE THAN 96 %, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT DOES MEET THE IN -PLACE DENSITY REQUIREMENT. THE CORRECTIVE WORK SHALL BE AT THE DEVELOPER'S EXPENSE. 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 EQUIPMENT UTILIZING DIAMOND BLADES, (2) REMOVAL AND REPLACEMENT, OR (3) PLACEMENT OF AN ASPHALT CONCRETE OVERLAY. THE METHOD WILL BE SELECTED BY THE ENGINEER. THE CORRECTIVE WORK SHALL BE AT THE DEVELOPER'S EXPENSE. IF ABRASIVE GRINDING IS USED TO BRING THE FINISHED SURFACE TO SPECIFIED SURFACE TOLERANCES, ADDITIONAL GRINDING SHALL BE PERFORMED, AS NECESSARY, TO ENLARGE THE GRINDING AREA SO THAT THE LONGITUDIANL LIMITS OF GRINDING ARE AT A CONSTANT OFFSET FROM, AND ARE PARALLEL TO THE NEAREST LANE LINE OR PAVEMENT EDGE, AND THE TRANSVERSE LIMITS OF GRINDING ARE NORMAL TO THE PAVEMENT CENTERLINE. ALL GROUND AREAS SHALL BE NEAT RECTANGULAR AREAS OF UNIFROM SURFACE 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 DEVEROPER'S EXPENSE. THE FOG SEAL COAT SHALL BE EITHER ASPHALT REJUVENATING AGENT OR ASPHALTIC EMULSION AS DIRECTED BY THE ENGINEER. BASE MATERIAL IN ARTERIAL AND COLLECTOR ROADBEDS SHALL MEET THE SPECIFICATIONS FOR CLASS 2 AGGREGATE BASE CL 2 AB CONFORMING TO SECTION 26 OF THE STATE STANDARD SPECIFICATIONS LATEST EDITION; HOWEVER NO RECYCLED OR RECLAIMED MATERIAL WILL BE ALLOWED. BASE MATERIAL IN LOCAL ROADS SHALL BE EITHER CL 2 AB OR CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200 -2.4 OF THE "GREENBOOK ". 0, W REFERENCE SHEET LIST: (NOTE: SIGNAL PLANS TO BE SUBMITTED SEPARATELY TO PUBLIC WORKS BY RUETTTGERS & SCHULER CIVIL ENGINEERS FOR CITY PERMIT.) RUETTGERS & SCHULER CIVIL ENGINEERS: PLANS FOR TRAFFIC SIGNAL &LIGHTING SHEET l: TITLE SHEET SHEET 2: TRAFFIC SIGNAL &LIGHTING: PANAMA LN. &PROJECT ENTRANCE SHEET 3: TRAFFIC SIGNAL &LIGHTING: PANAMA LN. & ASHE RD. SHEET 4: PANAMA LN. & ASHE RD. SPECIAL PROVISIONS � -.< 2 3"C. F�t�, 6'f � �QV '�Fy.! .f_y� .yt '�'L':y, f5� )p. -N .,K; �& "�.'4�.+' a.?•o.,, ...� ..N t' ... u�- .,,.:.,,�.,.. ... •;. .BSc- .�..ax. :tJ�- .^.'T. ' +x�,. :? - -i 7,t Y ':2 "5" 5.�; c. kYs C a °v4 • P ,: ...•.4f` iii jtM 4 l ' � c ( '� 4C�... . . ' >+ -ah �. £. x,r `..•1� % ,..w: , ....ac'• � 7 ��� z4j�'�v�t�` °' 3 � `,� `YV„yr Y��� �*T ZG�sh;. ` -,�": .,aTMy • , j . � � air+ $ , .,, r � u IL . � � � t ■mow �i 'f M • +m �v era s - r .L- 4.. z s53`" Y � fN r 3 C� r YYYS4)� a � � �k { � Ad REVIEWED: *4r 7 TRAFFIC ENGINEER DATE V REVIEWED: ASSISTANT PUBLIC WORKS DIRECTOR APPROVED: RAUL M. ROJAS - PUBLIC WORKS DIRECTOR R.C.E. #39880 EXP. 12/13/2013 ENGINEER'S CERTIFICATE I- MAI r, I HEREBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA, AND THAT THEY INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS AND ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS, AND DESIGN CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION. (NAME) R.C.E.# SCOTT A. NELSON 46765 EXP. 06/30/13 CALL THE UNDERGROUND SERVICE ALERT AT 1 -800 -642 -2444, FORTY -EIGHT (48) HOURS BEFORE YOU DIG FOR LOCATION OF ALL UNDERGROUND UTILITIES. A FEDERAL LAW NOW IN EFFECT STATES THAT ANY PERSON WHO ENGAGES IN EXCAVATION ACTIVITIES WITHOUT FIRST USING AN AVAILABLE ONE -CALL NOTIFICATION SYSTEM TO DETERMINE LOCATIONS OF UNDERGROUND FACILITIES; OR WITHOUT HEEDING LOCATION INFORMATION OR MARKINGS AND SUBSEQUENTLY DAMAGES A PIPELINE FACILITY SHALL BE SUBJECT TO A FINE, IMPRISONMENT, OR BOTH. THE LAW ALSO STATES THAT OSHA MAY BE NOTIFIED OF ANY ACCIDENT CAUSED BY AN EXCAVATOR. REVISIONS ARCH. PROJECT NO. WIN119NEW DRAWN RI, MP, JG CHECKED CM, SN SUBMITTAL DATES 02/27/13 05/09/13 06/24/13 OTB DATE 04/19/13 CRITERIA SET 9 7KW -CR2 2 F-{ N_ O N w H� x Q p�C�M .� �.., Q N Q MM Try �" 0 N No.46765 E Civ F OF 17� U W U 00 SHEET TITLE STREET CONSTRUCTION COVER. SHEET SHEET SD8P, ­71 7/ F 1 ti p TAHITIAN PEARL DR. 'dry •� '.:F. J Co #rig KEY MAP NORTH? 200' Ins - :;fad, £... � "tia: yCvi y,i�,•� Ad REVIEWED: *4r 7 TRAFFIC ENGINEER DATE V REVIEWED: ASSISTANT PUBLIC WORKS DIRECTOR APPROVED: RAUL M. ROJAS - PUBLIC WORKS DIRECTOR R.C.E. #39880 EXP. 12/13/2013 ENGINEER'S CERTIFICATE I- MAI r, I HEREBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA, AND THAT THEY INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS AND ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS, AND DESIGN CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION. (NAME) R.C.E.# SCOTT A. NELSON 46765 EXP. 06/30/13 CALL THE UNDERGROUND SERVICE ALERT AT 1 -800 -642 -2444, FORTY -EIGHT (48) HOURS BEFORE YOU DIG FOR LOCATION OF ALL UNDERGROUND UTILITIES. A FEDERAL LAW NOW IN EFFECT STATES THAT ANY PERSON WHO ENGAGES IN EXCAVATION ACTIVITIES WITHOUT FIRST USING AN AVAILABLE ONE -CALL NOTIFICATION SYSTEM TO DETERMINE LOCATIONS OF UNDERGROUND FACILITIES; OR WITHOUT HEEDING LOCATION INFORMATION OR MARKINGS AND SUBSEQUENTLY DAMAGES A PIPELINE FACILITY SHALL BE SUBJECT TO A FINE, IMPRISONMENT, OR BOTH. THE LAW ALSO STATES THAT OSHA MAY BE NOTIFIED OF ANY ACCIDENT CAUSED BY AN EXCAVATOR. REVISIONS ARCH. PROJECT NO. WIN119NEW DRAWN RI, MP, JG CHECKED CM, SN SUBMITTAL DATES 02/27/13 05/09/13 06/24/13 OTB DATE 04/19/13 CRITERIA SET 9 7KW -CR2 2 F-{ N_ O N w H� x Q p�C�M .� �.., Q N Q MM Try �" 0 N No.46765 E Civ F OF 17� U W U 00 SHEET TITLE STREET CONSTRUCTION COVER. SHEET SHEET SD8P, ­71 7/ F 00 A cn r7 362 360 362 360 358 356 PEDESTRIAN ACCESS EASEMENT DEDICATED PER FINAL RECORD MAP KEYED NOTES 1. STD. CURB TYPE WPER C.O.B. STD, DETAIL ST-1 2. STD. MEDIAN CURB TYPE 'M'PER. C.O.B. STD. DETAIL ST-2 3. RIB' HT OF WAY & PROPERTY BOUNDARY 4. STD. COMBINATION SIDEWALK PER C.O.B. STD. DETAIL ST-8 5. INSTALL TWO 6" PVC IRRIGATION CONDUITS 6. STAMP A "C" INTO CURB FACE OVER EACH IRRIGATION CROSSOVER CONDUIT 7. STAMP AN "S" INTO CURB FACE OVER EACH SEWER LATERAL 8. STD. HANDICAP RAMP PER CALTRANS STD. PLAN A88A 9. STD. MEDIAN END DETAIL AT INTERSECTIONS PER C.O.B. STD. DETAIL T -19 10. CONTRACTOR TO COORDINATE W/ R&S SIGNAL DESIGN PLANS FOR PANAMA/ASHE SIGNAL MODIFICATIONS. 11. STD. STREET LIGHT (LEIS 9500 LUMEN) PER C.O.B. DETAILS ST-221XI, 24 12. MOW RAMP, RE,- SDI 3.5 & C.O.B. STD. DETAIL L-13 3 13. APPROXIMATE JOINT TRENCH LOCATION. COORDINATE W/ PG&E4 STA 41+00 - STA 50+20 PANAMA LANE - DIMENSION PLAN NOTE: Q REFERS TO CURVE TABLE NUMBERING CURVE TABLE STATION CURVE DELTA LENGTH RADIUS TANGENT BCRSTA: BCROFF: ECRSTA: ECROFF: 1 88015'45" 38.51' 25.00' 34.82' 44+75.10 61.54' RT 44+99.80 86.09' RT 2 91°94' 15" 40.03' 25.00' 35.891 45+29-64 76.96' RT 45+54.93 51.51' RT 3 179059'54" 6.28 2.00' 4.00' 49+17.52 13.00' LT 49+17.52 9.00' LT F-, 4 8902210"I'l 46.80' 30.00' 42.191 49+16.81 64.001 RT 49+46.81 93.67 RT 11.68'X 90.02' BAY TAPER. 'C' STATION FROM q. STA:42+32.11 .48.00' RT STA-042+39.61 48.26' R•T STA:42+47.10 48.84' RT STA:42+54.59 49.76' RT STA:42+62.08 51.01' RT STA:42+92.01 56,671 RT STA:42+99.50 57.92' RT STA:43 +06.99--lIl- 58.84' RT STA:43+14.48 59.43' RT STA:43+21.98A- 59.69' RT I 12.92'X 120' BAY TAPER 'D' STATION FROM q- STA:43+14.43 3.00' RT STA:43+24.43 2.74' RT STA:43+34.42 2.10' RT STA:43+44.42 1.08' RT STA:43+54.41 0.31' LT STA:43+94.36 6.61' LT STA:44+04.35 8.00' LT STA:44+14.34 9.02' LT STA.:44+24-34 9.66' LT STA*-44+34.14 I 9.92' LT 20'X 120' BAY TAPER 'E' STATION FROM q. ST• :45+95.57 11.00' RT STA:46+05.57 10.69' RT STA:46+15.57 9.751 RT STA:46+25.57 8.19' RT STA:46+35.57 6.00' RT STA:46+75.57 4.00, LT STA:46+85.57 6.19' LT STA-046+95.57 7,75' LT STA:47+05.57 8.69' LT STA:47+15.57 9.001 LT 11.57'X 120' BAY TAPER 'F' STATION FROM rL STA:46+30.57 52.43' RT STA:46+40.57 52.61' RT STA:46+50.57 53.15' RT STA:46+60.57 54.05' RT STA:46+70.57 55.32' RT STA:47+10.57 61.11' RT STA:47+20.57 62.37' RT STA:47+30.57 63.28' RT STA:47+40.57 63.82' RT STA:47+50.57 64.00' RT Existim GRADE @ NORTH SAW-CUT EDGE (,15'L) ........... ................... ................ ............................... ....................... ............. ............. ............. ........... ............. .............. .. ...... ... . ... ... .... ..... ... .......... ... ......... ...... • MATCH EXISTING ASPHALT PROPOSED GRAM @ rL ........................... ............. . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . , . . . . I. ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • 0.22% ... ...... ....... . , • ..»» . . .»» .... . .• ... ; , 'r .. •.t �....... 0.2 2% ........ ... ... ... •... ... ... .......... ... .... v... ... ...... ... ... . ... ... . . ..... .. ... .... ... ... ....... .. -mom. 0.22% . ....•♦.... ... .... U Z + -0.8% ............. ♦ ...................................................... ............. ............. 0.23 ............. .......... ....... • 40=00 MWXIIIIIIIIIII� MINNOW AWNIIIIIIIIIIIi doman -EXlS7W.q.GRADE.@ CL ............ ............. ............. ............. 0.20% *aI wry- 46'"1 ammum !►_ 1%47.3 -mm "mom ammm 420% ........ IIIIIIIIIIIIm "'"m MOIIIIIIIIIIIII� 59.21- ....................... 9r.6' �mw � l` -1 131.2! � r-9 ammm qwmmm 65.T 102.5 to 00 -6�. ,10% 00 O.C. �, Go,- a,). 141.4' 79 -� 6 �.' d; H O.C. ............. ............. 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I ........ . . lqt - _'. - - C/I Q + tn U + EG tll_- 360.1 FG + o ; + `�` : : F360.07 362 362 �j 354 * lz �, 00 a W, tq IIIIIo 66 0N 66 C) # W) 0 kn VNI 4 In In 0 5 -40 �o III %D �Q en en IIIIIIo en �Q en 6 �o IIIIIIIo en en IIIIIIo en c; IIIIIIo �o cn IIIIIII0 en IIIIIIo M M cn 0 IIIIIIo �o 140 P-4 vows IIIIIIo r.; V.I V_I V-I V.4 v-I ".q r-4 V.I IIIIII�o �! # 'N':, 0 a er) M en M cn en rn cn en en en en cn M M M Cry M M M M M M M M� � 41+00 41+50 42+00 42+50 43+00 43+50 44+00 44+50 45+00 45+50 46+00 46+50 wmmwmmw� 47+50 48+00 48+50 M 49+00 49+50 cry + 5000 �•t� 50+20 STA 41+00 STA 50+20 PANAMA L - PROFILE iff 30'HORIZ. iff 31 'URT. REVISIONS ARCH. PROJECT NO. WW119NEW DRAWN RI, NT, JG CHECKED CM, SN SUBMITTAL DATES 02/27/13 05/09/13 06/24/13 OTB DAM 04/19/13 CRITERIA SET 97KW-CR22 moo$ 0 0 � g cn 00 00 4= IN Q��sst� No. 48785 c O h+� w O r l O w op c u rTl a �� 0 SHEET TITLE PANAMA LANE PLAN & PROFILE STA: 41+00 -50+20 SHEET SD8.2 4 W4 358 357 360 358 356 354 352 21 ....... ........ ...a.- ,:Irl;: . . . ........ ­ ...... aw STA.=21+65.88 0 STA.-22+60.81 (NAME) R.C.E.# STA.=23+99.42 SCUTT A. NELSON 46765 EXP.06 /30/15 NOTE: REFERS TO CURVE TABLE NUMBERING STA 21+60 - STA 30+75 ASHE ROAD - DIMENSION PLAN DATE CURVE TABLE CURVE I DELTA LENGTH RADIUS TANGENT BCR STA: BCR OFF: ECR STA: ECR OFF: 1 180000,00, LOY7 no 2.0 7.00' 14.00' 26+33.96 7.00' RT 26+33.96 7.00' LT 2 36014'58" 1.27' 2.00' 1.24' 27+42.27 7.00' RT 27+43.45 6.61' RT 3 36014'58" 37.961 60.00' 37.33' 27+43.45 6.61' RT 27+78.49 5.00' LT 4 180000,001, 3.14 1.00, 2.00' 27+92.93 5.00' LT -27+92.93 7.00' LT 5 180000'00" 3.14' 1.001 2.00' 27+94.93 5.00' RT 27+94.93 7.00' RT 6 95025'43" 41.46' 25.00' 36.99' 29+83.96 49.56' LT 30+08.35 77.37' LT 7 86038'54" 37.811 25.00' 34.31' 30+43.80 74.19' LT 30+69.18 51.111 LT 1" m 14.19'X 90' BAY TAPER STATION FROM rL STA:29+29.02 5.00' RT STA: 29+36.52 4.78'RT STA:29+44.02 4.1 P RT STA:29+51.52 3.00' RT STA:29+59.02 1.45' RT STA:29+89.02 5.64' LT STA:29+96.52 7.20' LT -S TA: 30+04.02 8.30'LT` STA:30+11.52 8.97' LT STA.'30+19.02 9.19' LT vo �J PROVED MARIAN P. SHAW RICE 32178 (EXP 12/31/14) 12'X 90' BAY TAPER T STATION FROM 4- STA:29+29.02 7.00' RT STA:29+36.66 6.81' RT STA:29+44.02 6.30' RT STA:29.51.52 5.42' RT STA:29+59.02 4.18' RT STA:29+89.02 1.45' LT STA-029+96.52 2.68' LT STA:30+04.02 3.56' LT STA30+11.52 4.09' LT STA30+19.02 4.27' LT PEDESTRIAN ACCESS EASEMENT DEDICATED PER FINAL RECORD MAP MI to? I* /.Y DATE KEYED NOTES 1. STD. CURB TYPE 'B PER C.O.B. STD. DETAIL ST-1 2. STD. MEDIAN CURB TYPE 'M PER C.O.B. STD. DETAIL ST-2 3. RIGHT OF WAY & PROPERTY BOUNDARY 4. STD. COMBINATION SIDEWALK PER C.O.B. STD. ST-8 5. STAMP AN "S" INTO CURB FACE OVER EACH SEWER LATERAL 6. STD. HANDICAP RAMP PER CALTRANS STD. PLAN A88A 7. STD. ONE-WAY 14' WIDE PER C.O.B. STD. DETAIL T -15 8. STD. STREET LIGHT (LED 9500 LUMEN) PER C.O.B. DETAILS ST-22,23) 24 9. REMOVE & RESET EXISTING SURVEY MONUMENT 10. APPROXIMATE JOINT TRENCH LOCATION. COORDINATE W/ PG&E R/W PER FINA', PARCEL MAP ... .... ... .. . .... .... .... ... .... .... ... ... .... .. . . . . . . .... .... .... .... ..... ... .... .... ... . . . . . . .. . . . . . . , . .. . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . , . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . , . . . . . . ... . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . , . . .. . . . . . . . . . . . . . . . . . . . . . . . .. . . EXISTING GRADE @ EAST-SAW -CUT EDGE (131 R) CONTRACTOR TO VERIFY EXISTING GRADES & ELEVATIONS ........ PROPOSED GRADE @ rL ........... .......... ......... ........ ............. ....... ............. ............. ............. ......... ............. ............. ......................... ................. ........................... .............. ............ ....................................................... ..EXISTING. GRADE.@ .......................................... ............. ....... .......... ......... . ... .... .... ........ .... ..... .. .... .. . .... ... ...... ....... . .... .... ... .... ........ ..... ........ .. .. .... .... . ... ... . .. .... ... .... . .. .... ... ... .... .... ... ... .... ........ .... -0.08% .... ........ .. 0.2 • -0.08% G= l!"I 0.22% 0.06% MATCH ................... .... EXISTING* ... ............................... ....................... .................. ......... .......... % ..................................... ....... ................ ...... ...... ....... ............................... ......... * ................... ........................ ...... -0-50 -75% ............ ....... .. ASPHALT. 41 W END OF CURB & GUTTER' 00 0. 00 PROPOSED GRADE @ .......... .............. ................... -GRADE-SHOULDER TO-DRAIN .... . ............ % ......................... .......................................:............:............ ......... 00 ................ ....... ......................... 00..................... ........ ...... ......... ........ FROM EDGE OF ASPHALT. - .......... u u u Z u C) .................... ............. ........... ....................... ....................................... .......................... ....................................................... ...... ...... ............. ............. ................................................................. ............ 00 uo ............................ ......... . ............. ....... EG .... .......... ___ -, 1�x ING ASPHALT: U F-I C3� ° + o FG C> 358 357 356 354 And %✓ I /.WV I vv /.Wv--Fjv STA 21+60 STA - + A AD PROFILE I it 30'HORIZ. I ti 3' VERT. L / -rvv L /--rou ,zzs-t-u u 2dzs-f-.)U 29+00 29+50 30+00 30+50 30+75 i� `'`9 9 CT in C3� CT K-T) tT CT CT C7y CT kn 0� CII: kn c� kn 0T kn to cr cti 1(:N 4 lc� I kn ICIII: kn Itt I lo� 1,:� I kn kn W) kn V.) kn I 00 00 5 M VI) kn V-) kn kn W) VI V-� w) c� kn W) tn kn 0� kr) kn c� c� kn 0� ON W) 0� kn q-, V) c� 0-� c� . CIS CN m r "It" It* . cn cn cn M M m M M M M rn V-1 M m M M kn M M tn kn kn kn CT kn CN kn W,� Ch +60 22+00 22+50 23+00 2_1+50 ?4+00 /1 1 CA e% P7 A 1% cn cn 101% .11 � cn - cn - cn - - M cn m cn V*) cn cn kn cn kn cn cn And %✓ I /.WV I vv /.Wv--Fjv STA 21+60 STA - + A AD PROFILE I it 30'HORIZ. I ti 3' VERT. L / -rvv L /--rou ,zzs-t-u u 2dzs-f-.)U 29+00 29+50 30+00 30+50 30+75 i� `'`9 9 M * 00 Q u� FN* w w z � All V-1 I w 4 �04 z u H 49!� 362 360 358 362 360 9 tsill 356 354 352 Iq 6 1r, cf,11 PEDESTRIAN ACCESS EASEMENT DEDICATED PER FINAL RECORD MAP R/W PER FINAL PARCEL MAP MATCHLINE -SHEET SD8.2 K_ % % 1:11, :.I-,. .,....\ ...... - ... %a "m mmi - .- , , , ... ..... . . . , - - - 1% - - - LLL - ... Cl , , I •... I - . . ;.;? -I , .. . , ......... , - 1'. , . ...ii:, ,. . ... iii . . ... , , , , ".", * ­ ...%,.. I..... I - ---------- I .. ­_-_--_-_1__ - , 7111111111111111111111 --iiiiiii"Mmml I ­ . N. - -. � . , , . -! .... � - - - - � - - . .. . I I All.w , -, .� '! . 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LT 6 90000,011, 39.27' 25.00' 35.36' 32+35.90 90.00' LT 327+60#90 65.00' LT 7 180000'00" 6.28'_ - 2.00' 4.00' 35+49.98 9.00' LT 35+49.98 13.00' LT - - - - 11.00' X 90.24'BAY TAPER 'G' STATION FROM rL STA0-33+85.87 63.00' LT STAO-33+93.31 . 62.83' LT STA:34+00.71 . 62.32' LT STA:34+08.12 I 61.47' LT SITA0-34+15.56 60.28' LT STA:34+45.56 54.'18' LT . STA(-#34+53.12 53.56' LT STA:34+60.71 52.69' LT STA:34+68.31 52.17' LT I STA:34+75.87 1 52.00' LT 19.97'X 120' BAY" TAPER IHI STATION FROM q. - . STA:32+28.44 11.00' RT STA:32+38.44 10.69'RT STA-*32+48.44 9.75'RT STA:32+ . 58*-A-WA 8.19'RT . STA-.32+68 # A F-A r . , 6.01'RT STA0-33+08.44 3.97' LT , STA:33+18.44 6.15' LT -STA:33+28.44 7.71' LT STA:33+38.44 8,65' LT FSTA:33+48.44 I 9.00'L ......... ... - ........... 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I I 30 +75 31 +00 I 31+50 32+00 32+50 33+00 33+50 34+00 34+50 1 � STA 30+75 - STA 37+28 ASHE ROAD - PROFILE 1" 30'HORIZ. Ill 3' VERT. 35+00 35+50 usuff 37+00 362 ffeff 358 362 360 RA RA _1k 356 97RE41 352 37+50 . REVISIONS I I I � I I I I I I I I I I I I � .-.-- ARCH. PROJECT NO. WW119NEW DRAWN I R15, NTO JG CHECKED lilannilliallillaillill I�;EY ED NOTES - - ____ --� CM, SN SUBMITTAL DAMS * I , ' 02/27/13 1 05/09/13 I. STD. CURB TYPE'B` PER C.O.B. STD. DETAIL ST -1 . 06/24/13 : 2. STD. MEDIAN CURB- TYPE 'M'PER C.O.B. STD. DETAIL ST-2 OM DATE . 04/19/13 3. RIGHT OF WAY & PROPERTY BOUNDARY CRITERIA SET 97KW-CR22 1 4. STD. COMBINATION SIDEWALK PER C.O.B. STD. DETAIL ST-8 -- 5. INSTALL TWO 6" PVC IRRIGATION CONDUITS I A 1 o � fv. 6. STAMP A "C" INTO CURB FACE OVER EACH IRRIGATION C1'0%.'%--.%FSSOVER CONDUIT eq � "" w 0 7. STD. HANDICAP RAMP PER CALTRANS STD. PLAN A88A rn I � (.� 8. STD. MEDIAN END DETAIL AT INTERSECTIONS PER C.O.B. STD. 0 �� DETAIL T-19 illiiii a 1 � 9. STD. ONE-WAY 18' WIDE PER C.O.B. STD. DETAIL T-16 I . I 10. STD. STREET LIGHT (LED 9500 LUMEN) PER C.O.B. DETAILS ST-22523, 24 � D 11. CONTRACTOR TO COORDINATE WITH SIGNAL PLANS FOR SIGNAL MODIFICATIONS. . cn 12. MOW RAMP, RE: SDI 3.5 & C.O.B. STD. tn A Aiii.o. DETAIL L- 1 3 m �� I (:) MrN PG &E - 13. APPROXIMATE -D 1-% 0 e? C,�, X-" PROXIMATE JOINT TRENCH LOCATION. COORDINATE W/ PG&E .4 w � 000 0 eq �� mg 14. APPROXIMATE POINT OF SERVICE LOCATION ?V Al ION FOR CITY STREET � 2 ^00 LIGHTS IRRIf"I A o w LIGHTS I - _u.ftTION CONTROLLERS. COORDINATE W/ PG&E. gwc�H 0-4 . I Jol - (. M 00 en . " m _q "-i 1 00 I I N N . . I I I I - I Essi, A . No. 46765 I 0 1 t . C IV 11 OF . - I I I rml d z w 0 Z I cn Iml aiii cn ai I C) w �OZV) ,ml r*14%% rml 0 ac� r-i ftfti ,4::r 1: ... o 4t� I 0 o PO4 \ I I .1 �� I I � I I � I I - p4 11 SHEET TITLE I I . ASHE ROAD , PLAN & - PROFILE STA 30+75 - 37 +28 . - - --- � . I SHEET I. I . SD8.4 I - - I -I / ­ . I I 7- A STA:31+92.31 NIA:41+22.04 n, �OFF:31.00' LT STA:41+22.64 OFF: 19. 001 LT S .6L-2 N OFF:7.00'LT IN 41+00 R9-•3 R9-3A' STA:41+3 5j.64 0 OFF: 19.00'RT STA:41+35.64 OFF :42.00'RT E ommummom .mom snow* 9mmom all OFF:43.00'LT PANAMA LANE FF:7.00'LT STA: 35+70.34 STA:35+77.31 4 0 r- TYPE 0 (CA) MARKER R26 (CA) r START CALTRANS DETAIL 9 gigolos, 400mom manno 4womma somom MATCHLINE g,o, SD8.7 STA 31 +92.31 - STA 40+86 PANAMA LANE - STRIPING & SIGNAGE PLAN 1" 301 NORTH 4owmmm I d� ---Nmmmwnmmo --- A :4 7.9 STA 40+86 STA 50+00 PANAMA LANE - STRIPING & SIGNAGE PLAN /"STA:49+27.57 OFF; 3 .40,11,T t STA:49+07.99 STA:49+16.12 9 1,- L .- -, -55.63' LT -�DF 4 OFF : 55.63' OFF:37.00'LT STA-049+18.45 OFF:25.00'LT 49+00 00 STA:49+21.34 OFF:13.00'RT STA:49+22.25 OFF:25.00'RT I STA:49+20.58 OFF:3.00'RT STA:49+24.00 OFF,-,48.00'RT STA •49 +24 J! 1 it cm, I NORTH NOTE: NOTE: EXISTING STRIPING FOR WESTBOUND LANES LANES TO BE REMOVED & CONTRACTOR TO FIELD X VERIFY STRIPING END POINTS REPLACED PER THIS DETAIL. & COORDINATE WITH FIELD Znl ENGINE ER 00 CALTRANS CALTRANS NUTE: DETAIL 38 DETAIL 38A EXISTING STRIPING FOR EASTBOUND LANES TO REMAIN OFF:52.00'RT STA:49+25.31 A' 4 OFF:65.23'RT gloom 4 STA:49+37.9 OFF,-72.67'RT M F11 HEIN SD8*7 STA 50+00 STA 53+00 P A A L E - STRIPING & SIGNAGE PL NORM 111 301 IIIIII -3A aM u F� • • u Fy nI MATCHLINE - SD8.7 NOTES: 1. 12' LIMIT LINE AND ALL OTHER PAINTED MARKINGS W/THERMOPLASTIC PAINT PER CAL-TRANS STD. SPEC. 8010-21C-19 2. ALL CONFLICTING STRIPING TO BE REMOVED 3. ALL EXISTING UTILITIES TO BE RELOCATED OUT OF TRAVEL WAY PRIOR TO PLACEMENT OF A.B. 4. PRIOR TO PAVING THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. SHOULD CONDITIONS BE CHANGED A REVISED STIRJPING PLAN SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING. 5. ALL STRIPING TO BE WATERBORNE PAINT REVISIONS ARCH. PROJECT NO. WIN119NEW DRAWN RI, MP, JG CHECKED CM, SIN SUBMITTAL DATES 02/27/13 05/09/13 06/24/13 08/14/13 OTB DATE 04/19/13 CRITERIA SET 97KW-CR22 o u 10 MU 00 NO c) S etTN u 1 00 V-4 00 C111 44 No. 46765 V o c (C) CT1 c romlli U rololw� c) 00 SHEET TITLE PANAMA LANE STRIPING & SIGNAGE PLAN SHEET SD8.6 10 00 r/] E-+ (NAME) R.C.E.# I y Vim" 11 .............. .. I- %%% SCOTT AN NELSON 46765 EXP.06 /30/15 "3/17/14 DATE NOTES: 1. 12' LIMIT LINE AND ALL OTHER PAINTED MARKINGS W/THERMOPLASTIC PAINT PER CAL-TRANS STD. SPEC. PLT H-0 A2.dA L L A K Y J D 2. ALL CONFLICTING STRIPING TO BE REMOVED 3. ALL EXISTING UTILITIES TO BE RELOCATED OUT OF TRAVEL WAY PRIOR TO PLACEMENT OF A.B. 4. PRIOR TO PAVING THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. SHOULD CONDITIONS BE CHANGED, A REVISED STRIPING PLAN SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING. 5. ALL STRIPING TO BE WATERBORNE PAINT M PEDESTRIAN ACCESS EASEMENT lr­% 'W""I V­%. "Ir f'N A rlMlr-l'lr—l%I. V'-& I -W"% *r­l IrIL T A -r "� I �� e� 'r% Ir"I "k A' ♦ 'r'a [f --I- STA 21+65 ON, STA 30+75 �" �" ASHE ROAD - STRIPING & SIGNAGE PLAN 1 A APPROVED BY: MARIAN P. SHAW RCE 32178 (EXP 12/31/14) #M: MATCHLINE -SHEET SD8.6 DlUT-NU 0 rr7D T A AT A f-I f-lU Q Q U A 0 U A 4UkTrr Ej NOTE: a REFERS TO CURVE TABLE NUMBERING o / i 4 . Ono em•mom r ms .mm onamoommomme w Nmmm 40M . 4011or� n WON mmsmrwr NOW am qmmmmmmmmwmlwm *00 4"000� it NOW annawomm 40M em amwom�m ame amm, ...w.r.ws Mow wm 4mm owwmumlmm amm, mm monomrswinow am amm, mommorsr NOW "m .....nr... M► NOW Wm *Nmwws=b NOTE: EXISTING STRIPING FOR SOUTHBOUND LANES TO BE DETAIL 38A NOTE: EXISTING STRIPING FOR NORTHBOUND LANES TO REMAIN STA 30+75 STA 40+00 ASHE ROAD NNO STRIPING & SIGNAGE PLAN-._. 30' MAT .IN SHEET g .6 CALTRANS DETAIL 27B TYPE III BARRICADE 12 WITH OM 1-3 MARKER WOMEN, :14 MONSOON 4"000 STA:36+58.67 AND 3 Wff OM 2-2V(TYI. "NOON* ammom *mum oulom awmem amon" mom_ COMMON, MINNOW MINNOW OFF:80.00'RT 00 :. :r. TNNW 14+82.46 -0 13+00 15+00 CA CTUS PATCH DRIVE ..... .... .................. . . ...... .. .... ...... 1 +00 18+00 TAPE GORE -*Wl ......... 16+00 . ......... ... ...... ....... .................. ............. ......... T 4 . ........ ... ... ............... ... ..... ............... ................ .... .... 19+00 .................... ................. ................. . .................... .. ................... ................. 20+00 ... .................... ......... .................. ................... 21+00 . ................ 1­­ ...... . .... ......... ... ......... 1+3 .... ............. R6 .......... s .. ......... CALTRAN o. CALTRANS DETAIL 22 =raw== A; DETAIL 38 fammum 400M MINNOW, 4 nommonwoom� MINNOW goomw� *mum "None m� RI—I NIPPON* ";J7 R5 4 + 26 (CA) 41 • 1 MINIMUM, onm� R26 (CA) _—IIIIIIIIIIIIIIIIIIII, WIN TYPE ___.__ ____ ___._ _.___ _ _ ____ ___.. ___._ __.__ _.__ _ _ ___ _____ ____ ___. _.__ ____ ___ .___ ___ _____ ___. _____ ____ ___. __.__ ____ ___ _ _ (CA) T-1 *v* STA 12+50 NOON STA 21+35 CACTUS PATCH DRIVE - STRIPING & SIGNAGE PLAN 1 it 301 NOTE: [E] REFERS TO CURVE TABLE NUMBERING 1V1H 1 l.riL11V r, - .�t1�� 1 �JLb.b STRIPING CURVE TABLE NEW ROAD CURVE DELTA VERIFY STRIPING END RADIUS CALTRANS DETAIL 38 CALTRANS DETAIL 39 POINTS & COORDINATE WITH FIELD ENGINEER DETAIL 38A NOTE: EXISTING STRIPING FOR NORTHBOUND LANES TO REMAIN STA 30+75 STA 40+00 ASHE ROAD NNO STRIPING & SIGNAGE PLAN-._. 30' MAT .IN SHEET g .6 CALTRANS DETAIL 27B TYPE III BARRICADE 12 WITH OM 1-3 MARKER WOMEN, :14 MONSOON 4"000 STA:36+58.67 AND 3 Wff OM 2-2V(TYI. "NOON* ammom *mum oulom awmem amon" mom_ COMMON, MINNOW MINNOW OFF:80.00'RT 00 :. :r. TNNW 14+82.46 -0 13+00 15+00 CA CTUS PATCH DRIVE ..... .... .................. . . ...... .. .... ...... 1 +00 18+00 TAPE GORE -*Wl ......... 16+00 . ......... ... ...... ....... .................. ............. ......... T 4 . ........ ... ... ............... ... ..... ............... ................ .... .... 19+00 .................... ................. ................. . .................... .. ................... ................. 20+00 ... .................... ......... .................. ................... 21+00 . ................ 1­­ ...... . .... ......... ... ......... 1+3 .... ............. R6 .......... s .. ......... CALTRAN o. CALTRANS DETAIL 22 =raw== A; DETAIL 38 fammum 400M MINNOW, 4 nommonwoom� MINNOW goomw� *mum "None m� RI—I NIPPON* ";J7 R5 4 + 26 (CA) 41 • 1 MINIMUM, onm� R26 (CA) _—IIIIIIIIIIIIIIIIIIII, WIN TYPE ___.__ ____ ___._ _.___ _ _ ____ ___.. ___._ __.__ _.__ _ _ ___ _____ ____ ___. _.__ ____ ___ .___ ___ _____ ___. _____ ____ ___. __.__ ____ ___ _ _ (CA) T-1 *v* STA 12+50 NOON STA 21+35 CACTUS PATCH DRIVE - STRIPING & SIGNAGE PLAN 1 it 301 NOTE: [E] REFERS TO CURVE TABLE NUMBERING 1V1H 1 l.riL11V r, - .�t1�� 1 �JLb.b STRIPING CURVE TABLE NEW ROAD CURVE DELTA LENGTH RADIUS TANGENT BCR STA: BCR OFF: ECR STA: ECR OFF: 1 1 23021'44" 19.57' 48.00' 19.44' 20+59.85 4.34'RT 20+79.05 11.02'R 40+00 4—- REVISIONS AREV #1: ASHE RD. STRIPING/ALIGN. 2/19/14 ARCH. PROJECT NO. WIN 1 19NEW DRAWN Rl, MP, JG CHECKED CM,, SN SUBMITTAL DATES 02/27/13 05/09/13 06/24/13 2/19/14 OTB DATE 04/19/13 CRITERIA SET 97KW-CR22 > 00 0 4 °H 00 00 C> No. 46765 E 680 c V 1%, OF TONNION! TWONNO1 z 0' W rTl Z At� U p ZrWNNNi SHEET TITLE ASHE ROAD & CACTUS PATCH DRIVE STRIPING & SIGNAGE PLAN SHEET SD8.7R ���'` 011 .�__.. oil 32+00 EXISTING ASPHALT EDGE - -.7 360 358 362 360 Kli:3 35ii 354 352 C.", 0� krl cr, OFF.=17.97R �i 0 1:4 C> 33+00 34+00 SAWCUT LINE ........ .. ..... OFF.=27.46R r STA.=34+09.71 OFF. 39.47R MEOW OFF.=50.00R STA.= 36 +28.67 OFF.=50.00R NOTE: STATIONING IS BASED ON PANAMA LANE ROAD CENTERLINE. R/W DEDICATED TO CITY PER DOC. # 11- ' wldlls]12�! 1164 1. STANDARD CURB TYPE 'B', PER C.O.B. STD. DETAIL ST -1 2. STANDARD MEDIAN CURB TYPE 'M% PER C.O.B. STD. DETAIL ST-2 3. RIGHT OF WAY & PROPERTY BOUNDARY 4. STANDARD COMBINATION SIDEWALK, PER C.O.B. STD. DETAIL ST-8 5. INSTALL TWO 6" PVC IRRIGATION CONDUITS 6. STAMP A "C" INTO CURB FACE OVER EACH IRRIGATION CROSSOVER CONDUIT OTES 7. STAMP AN "S" INTO CURB FACE OVER EACH SEWER LATERAL 8. STANDARD HANDICAP RAMP,, RE. CALTRANS STD. PLAN A88A 9. STANDARD ONE-WAY 14' WIDE, RE: C.O.B. STD. DETAIL T -15 10. STANDARD MEDIAN END DETAIL AT INTERSECTIONS, RE.- C.O.B. STD. DETAIL T-19 11. CONTRACTOR TO COORDINATE W/ R&S SIGNAL DESIGN PLANS FOR NEW SIGNAL & CONDUIT LOCATIONS. 12. STD. STREET LIGHT (LED 9500 LUMEN) PER C.O.B. DETAILS ST-22,23, 24 13. MOW RAMP, RE,: SD13.5 & C.O.B. STD. DETAIL L-13 14. APPROXIMATE JOINT TRENCH LOCATION. COORDINATE W/ PG&E. 15. APPROXIMATE POINT OF CONNECTION/SERVICE FOR NEW TRAFFIC SIGNAL. COORDINATE W/ PG&E & R&S SIGNAL DESIGN PLANS. MATCHLINE - SD8.5 STA 31+80 STA 41+25 F v PANAMA LANE - DIMENSION PLAN NO H u 1 If 30' u NOTE* Q REFERS TO CURVE TABLE NUMBERING CURVE TABLE CURVE DELTA LENGTH RADIUS TANGENT BCR STA: BCR OFF: ECR STA: ECR OFF: 1 180000'00" 21.99' 7.00' 14.00' 35+77.34 7.00' RT 35+77.34 7.00' LT 2 89059'59" 47.12' 30.00' 42.43' 36+28.67 50.00' RT 36+58.67 80.00, RT 3 36013'52" 1.26' 2.00' 1.24' 36+77.34 7.00' RT 36+78.52 6.61' RT 4 36014'58" 37.96' 60.00' 37-33' 36+78.52 6.61' RT 37+14.00 5.00' LT 5 90000,011, 47.12' 30.00' 42.43' 36+99.34 78.00' RT 37+29.34 48.00' RT 6 180000'00" 3.141 Lml 2.001 37+28.00 5.00' LT 37+28.00 7.00' LT 7 180000'00" 3.14' Loot 2,001 37+30.00 5.00' RT 37+30-00 7.00, RT 8 90000l00lf 47.12' 30.00' 42.43' 40+35.64 59.00' RT 40+65.64 89.00' RT 9 161001'06" 7.03' 2.50' 4.93' 40+48.21 7.00' RT 40+48.93 2.12' RT 10 8V59'58" 47.12' 30.00' 42.431 41+05.64 78.00' RT 41+35.64 48.00' RT 11 180000,00, 6.28 ..2.00 4.00 41+22.64 3.00' RT 41+22.64 7.00' RT 1 P 90' BAY TAPER. 'A' STATION FROM rL STA:38+25.64 48.00' RT �STA-038+33.14 48.17' RT STA38+40.64 48.691 RT STA:38+48.14 49.55' RT STA:38+55.64 50.75' RT STA-38+85.64 56.25' RT, STA:38+93.14 57.45' RT STA:3-9+00.64 58.31' RT STA:39+08.14 58.83' RT -STA-39+15.64 59.00' RT 90' BAY TAPER 'B' STATION FROM rL STA-038+73.90 5.00' RT STA:38+81.40 4.81' RT STA:38+88.90 4.25' RT STA:38+96.40 3.13' RT STA: 39+04.10 1.96' RT STA:39+33.90 4.00' LT STA:39+41.40 5.31' LT STA:39+48.90, 6.25' LT S TA: 39+56.40 6.81' LT STA:39+63.90,.t 7.001 LT EXISTING GRADE @ NORTH SAW-CUT EDGE (151 L) ........................................................................... ................. ............................... ................... .......... ........... ............... ......... PROPOSED GRADE @ rL ; ; . u 0.22% Z 0 C9 MOW ....... ............. ................. .......... ............ ................. MATCH EXISTING ASPHALT . . . . . . ... . . . . .0.23% . . . . . ... . . . . . .. . . . . . . .. . .. . . . . . .. . . . . . ... . . . . ------- cn EXISTING GRADE @ 0.48% -�0.20% I kn �11 9 96.4 "W""� -1.0% L ON ' . . I . . . V G4 Air .. _ .__�� _._ _-. �, '.r . _. - ...... ......................... ............ ......... ................. ... ... ... -1 .21 767 . . . . . . . . . . . . . 43Y MATCH EXISTING ASPHALT PROPOSED GRADE @ SOUTH rL cn O.C. 4 tn PROPOSED EDGE OF ASPHALT 0 C to cn 00 tn u 06 &­4 tn --t� tn cn 111.0 -1 . PL4 06 . . . . . . . . . . . . . . . . . m . . . .. . . . . . . .. . . .. . . . . . .. . . . . . . .. . . . . . . . m . . . . . . . . . . . . . . . . . . .. . . . . . .. . . . . . . .. . . . . . ... . . . . . .. . .. . . . . .. . . . .. . . . . . . .. . . . . .. . . . .. . . . . . . .. . . . . . ... . . . . . u 00, m cn ols u oil z w cn W 00 llqt 110 to k u u cn > . . . . . . . . . . . . . . .. . . . . ... . . . . . .. . . . . . . .. . . . . ... . . . . .. . . . . . . .. . . . . ... . . . .. . . . . . . .. . . . . . ... . . . . . .. . . . . . . .. . . . . . ... . . . . .. �4 �� . . .. . . . . . ... . . . . .. . . . . . .. . . . . + u EG FG ; ; ; ; inloo I len I olm C> N 00 cn tn to to 00 0 0 to 00 en tn tn # o 00 0 kn �p 0 wl t__ 0 en 00 06 00 06 06 CI-46 06 00 06 00 06 c% 01 c� 0� Q� Ch (ON Cr O� ON CN 0� c� <;� cN ON O's c; C5 6 O c kn to kn to to to W) kn to to to to V) V) to V) to to to lrr �-o M en cn cn cn cn cn en cn cn en en tn m in cn wl en m m m W) M cn m tn m W) I-vo cn en m cn cn cn en cn cn en M cn en J_%l Aak AO%L d% 0% 'Oft losaL ANY A'% A*& A& A A AlSk ANk .5 1+6u JZ+UU JL-t-:)u .jj_i_uu .J.J+:)u J4+UU .14+., u 3.6)+uu 3.1 )_ +.) U �STiZijlj 36+50 STA 31+80 STA 41+00 PANAMA LANE - PROFILE 30'HORIZ. lit 3' VERT. 37+UU 37+50 38+00 38+50 39+00 39+50 40+50 360 358 362 360 358 356 354 X52 41+00 u H Q REVISIONS ARCH. PROJECT NO. WIN1 19NEW DRAWN Rig NTg JG CHECKED CM, SN SUBMITTAL DATES 02/27/13 05/09/13 06/24/13 08/14/13 OTB DATE 04/19/13 CRITERIA SET 97KW--CR22 a� o M � 00 o ............. '; on 00 P-4 r? 00 C) No.46765 Exp. 6LW 5 1V I c C) C 00 � �A SHEET TITLE PANAMA LANE PLAN & PROFILE STA: 31+80 -41+00 SHEET SDS 1 PEDESTRIAN ACCESS EASEMENT DEDICATED PER FINAL RECORD MAP 358 357 360 gm 356 354 352 STA 21+60 liiii STA 30+75 ASHE ROAD - DIMENSION PLAN NOTE: F!] REFERS TO CURVE TABLE NUMBERING I CURVE TABLE CURVE DELTA LENGTH RADIUS TANGENT BCR STA: BCR OFF: ECR STA: ECR OFF: 1 180'000'0011 21.991 1 7.00' 14.00' 26+33.96 7.00'RT 26+33.96 7.00' LT 2 36014'58" 1.27' 2.00' 1.24' 27+42.27 7.00'RT 27+43.45 6.61'RT 3 36014158"t 37.96' 60.00' 37.33 27+43.45 6.61'RT 27+78.49 5.00' LT 4 180000'00" 3.14 1.00, 2.00' 27+92.93 5.00' LT 27+92.93 7.00' LT 5 180000'00" 3.14' 1.00, 2.00' 27+94.93 5.00'RT 27+94.93 7.00, RT 6 95025'43" 41.46' 25.00' 36.99' 29+83.96 49.56' LT 30+08.35 77.37' LT 7 86038'54" 37.811 1 25.001 34.311 30+43.80 74.191 LT 30+69.18 51.11' LT 1" 301 14.19'X 90' BAY TAPER STATION FROM EL STA:29+29.02 5.00'RT STA:29+36.52 4.78'RT STA:29+44.02 4.11' RT STAO-29+51.52 3.00'RT STA:29+59.02 1.45'RT STA:29+89.02 5.64' LT STA:29+96.52 7.20' LT STA:30+04.02 8.30' LT STA-030+11.52 8.97' LT STA:3 0+19.02 9.19' LT 3 �, � a I I I 12'X 90' BAY TAPER STATION FROM 4- STA:29+29.02 7.00'RT STA:29+36-66 6.81'RT STA:29+44.02 6.30'RT STA:29.51.52 5.42'RT STA-*29+59.02 4.18'RT STA:29+89.02 1.45'LT STA:29+96.52 2.68' LT STA: 30+04.02 3.56'LT STA:30+11.52 4.09' LT L STA:30+19.02 4.271 L KEYED NOTES 1. STD. CURB TYPE 'B PER C.O.B. STD. DETAIL ST-1 2. STD. MEDIAN CURB TYPE 'M PER C.O.B. STD. DETAIL ST-2 3. RIGHT OF WAY & PROPERTY BOUNDARY 4. STD. COMBINATION SIDEWALK PER C.O.B. STD. ST-8 5. STAMP AN "S" INTO CURB FACE OVER EACH SEWER LATERAL 6. STD. HANDICAP RAMP PER CALTRANS STD. PLAN A88A 7. STD. ONE-WAY 14' WIDE PER C.O.B. STD. DETAIL T -15 8. STD. STREET LIGHT (LED 9500 LUMEN) PER C.O.B. DETAILS ST-22923, 24 9. REMOVE & RESET EXISTING SURVEY MONUMENT 10. APPROXIMATE JOINT TRENCH LOCATION. COORDINATE W/ PG&E .... ........ .. ....... - . . . . . . . .. . . . . ... . . . . . . . . . ... . . . . . .. . . . . . . .. . . . . ... . . . . . .. . . . . . . .. . . . . . . . . . .. . . . . . . . . . . . . .. . . . . . . .. . . . . . . .. . . . .. . . . . . ... . . . . . .. . . . . . . ... . . . . . .. . . . . . . . . .. . . . . . . . . . . . . . . . . EXISTING GRADE @ EAST- SAW-CUT EDGE (131 R) CONTRACTOR TO VERIFY EXISTING GRADES & ELEVATIONS PROPOSED GRADE @ rL . . . .. . . . . . . .. . . . . . ... . . . . .. . . . . . . .. . . . . . ... . . .. . . . . . . .. . . . . . ... . . . . . . . . . . .. . . . .. . . . . . . .. . . . . ... . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . ... . EXISTING .GRADE . . . . . ... . . . . . .. . . . . . .. . . . . . . _.._ . . ..... ij _.____ 0.2 u 0.06% -0.08% -0-08% --- ---- 0.22%- - ----- - . . .. . . ......... will milli 1111111111111, 11 0 iiic �'o MATCH + EXISTING .............. ......... .............. ........ ....... ................... ........ ......... - 0.50 ° /Q ......... -0.75% .......... ASPHALT. 41-61 75' cl o.c. END OF CURB & GUTTER, 00 O.C. 00 t_� - PROPOSED GRADE @ rL. tn 00 . . . . . . . . . . . . . . . . . . . .. . . . . . . .. . . . . . . . . . . . . . . . .. . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . ;1.4 . . . . . . . . cl� GRADE SHOULDER TO DRAIN . . . . ... . . . . . .. . . . . . . .. . . . . . ... . . . . . .. . . . . . . .. . . . . ... . . . . . .. . . . . . . .. . FROM EDGE OF ASPHALT. - 04 0-4 u c- � u Z U c u 0 00 .. . . ... . . . . . .. . . . . . .. . . . . . .. . . . . . .. . . . . . . .. . . . . . ... . . . . . . . . . . . . .. . . . . . ... . . . . . .. . . . . . . . ... . . . . . .. . . . . . . . . . ... . . . . . .. . . . . . .. . . . . . ... . . . .. . . . . . .. . . . . . . . .. . ... . . . . . .. . . . . . . .. . . . . . . . . . . . . . . . . . M 00 + EG 0 C) U F-1 m u a� FG rn cn 00 00 C> 1.0 kn tn cn kn tn I N I tn tn t- 00 00 r-.q will 0% oil lc� all; cll� 0� c� c� kn tn tn kn tr) tr ON c; c� als CIS o..' 0; to M tn W) to tn to tn tn tn to ON CN 0 cn M cn en cn cn en en cn cn tn to tn to " to 1 cn cn IN oft oft 41% IN AAl Aft A A'% A Aft I I I-rou LZ_t_uu zz-t:)u zj_t_uu L j + 2) u 24+UU 24+�U 2,)+UU 25+5u 26+00 26+50 STA 21+60 STA 30 +'75 ASHE ROAD - PROFILE I" 30'HORIZ. 1" 3' VERT. 27+00 27+50 28+00 28+50 29+00 29+50 30+00 358 357 360 358 356 354 X52 30+50 30+75 In PEDESTRIAN ACCESS EASEMENT DEDICATED PER FINAL RECORD MAP CALTRANS DETAIL 27B R26 (CA) 1 STA:29 84.31 �. OFF:46.58'LT STA:30 +69.29 00 CALTRANS, OFF: 45.1 F LT DETAIL 27B GORE STRIPING R26 (CA) OFF: 19.00'LT • R26 (CA) STA:24+99.52 STA-26+33.96 STA:26+33.96 STA:27+94.93 CALTRANS OFF:0.96'LT OFF:7.00'LT- DETAIL 3 8 OFF, 7.00 OFF: 19. 001 LT r-I 22+00 23 00 mow � / - ==up" STA:29+09.85 5+00 L uu 21 /+uu Of 2,8+00 -29+0 _N q R5-1 OFF:7.00'LT Am 1 %00090 '. ANIN R6-1 PE Q(CA) 5 Ty 111, -629+99.81 �%� MARKER . .......... 1.9900-00 OFF: 8.151 RT owsawm M."m 3 44 SAWCUT LINE STA:25+91.56 STA:26+33.96 ASHE ROAD 17STA:27+94.93 CALTRANS STA:29+09.85 17-- CALTRANS CALTRANS OFF: 19.00'RT OFF:7.00'RT OFF: 19.00'RT DETAIL 9 OFF: 19.00'RT GORE STRIPING DETAIL 22 DETAIL 39 STA:24+80.02 STA: 25+91.56 CALTRANS STA 26 +9149 IN OFF:43.25'RT STA:25+26.47 DETAIL 39 OFF:42.00'RT OFF,-,42.00'RT STA:27+94.93 SAWCUT LINE ....... ... ......... ... ... .. ....... ...... ... ... .... .. ...... •...... OFF:30.00'RT Je -- -- ----- OFF:42.001 RT. ... ... ...... ... .. .... OFF: S OFF:47.00'RT CALTRANS OFF:47.00'RT RT I OFF:42.00' DETAIL 39 STA:21+93.79 ... .......... ... DETxiI_3,$,_ amommmomomm =ft me ... ......... OFF:42.98'RT BIKE LANE PAVEMENT MARKING oofto mow* WI 4MI WAM* 40MMO VANI Mmm-I =ft ftft ffmormomI ONO IIIIIIIIIIIS X, avo � �+q�'8 1� S _N-S_ lv!kk NOTE: REFERS TO CURVE TABLE NUMBERING 00 Q F� F-H NOTES:L 1. 12' LIMIT LINE AND ALL OTHER PAINTED MARKINGS W/THERMOPLASTIC PAINT PER CAL-TRANS STD. SPEC. 8010 -21 C -19 2. ALL CONFLICTING STRIPING TO BE REMOVED 3. ALL EXISTING UTILITIES TO BE RELOCATED OUT OF TRAVEL WAY PRIOR TO PLACEMENT OF A.B. 4. PRIOR TO PAVING THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS, SHOULD CONDITIONS BE CHANGED, A REVISED STRIPING PLAN SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING. 5. ALL STRIPING TO BE WATERBORNE PAINT TT PEDESTRIAN ACCESS EASEMENT 11 H- J ',a V ftlh TYPE Ill BARRICADE Lric STA 21+65 STA 30+75 ASHE ROAD - STRIPING & SIGNAGE PLAN 1„ 301 MATCHLINE -SHEET SD8.6 OFF:25.00'RT . -No."a ,...w.......• STA:35+56.35 OFF:52.00'RT STA:35+57.23 OFF:64.69'RT STA:35+69.76 OFF:71.82'RT STA 30+75 STA 40+0.0 ASHE ROAD - STRIPING & SIGNAGE PLAN lit 301 STRIPING CURVE TABLE ASHE ROAD CURVE DELTA LENGTH RADIUS TANGENT BCR STA: BCR OFF: ECR STA: ECR OFF: 1 5008'32" 134.62' 1500.00' 134.581 21+65.88 23.00'RT 23+00.32 16.96'RT 2 5008'33" 134.63' 1500.00' 134.58' 21+77.08 24.00'RT 23+11.52 17.96'RT 3 5008'32" 134.62' 1500.00' 134.58' 23+66.26 13.04'RT 25+00.70 7.00'RT 4 5008'32" 134.62' 1500.00' 134.58' 24+99.52 0.96` LT 26+33.96 7.00' LT 5 14039'36" 5.12' 20.00' 5.12' 30+09.36 5.65' LT 30+14.42 5.00'RT ® � 1 %* NOTE: EXISTING STRIPING FOR SOUTHBOUND LANES TO BE DETAIL 38A NOTE: EXISTING STRIPING FOR NORTHBOUND LANES TO REMAIN . ....................... .......... ................... . ......... ............... NOTE: CONTRACTOR. TO FIELD VERIFY STRIPING END POINTS & COORDINATE WITH FIELD ENGINEER 40+00 ____._ ---'-- MATCHLINE SHEET SD 8.6 CALTRANS DETAIL 27B L_12 WITH kilvi 1- .3 Ivit'11%, 1%. STA:36+58.67 14 AND 3 TYPE OM 2-2V(TYP.) *Wow domm ONO" MOM #mom AwAm" MMI 601 OFF:80.00'RT *OEM monaw 40VIIIIIIIIIIIII0 OMNI 14+82.46 7-7 13+00 1. -00", 15+00 ........ ... ....... ....... . . ... .............. A�V art VIN, i '00 Is' mom CACTUS PATCH DRIVE ►M4 16+00 17+00 TAPE GORE � i .mac ............ 18+00 ....... ... ...... ........ .... .......... . ......... ........ ... ... .. ............ ........... 9 U' U' . ..... ........... ... ......... ..... ... .............. .............. ... .... .......... ........... I 1 20+00 ....... ....... . ......... ... .... ... .. ........ 21+00 1+3 R6 ......... ....... .. . .......... .. ....... vp VOL A, 20 (CA) <\ STA 12+50 STA 21+35 CACTUS PATCH DRIVE - STRIPING & SIGNAGE PLAN lit 301 CALTRANS DETAIL 22 © N CALTRANS DETAIL 38 R1 -1 R5_1�: z TYPE Q (cl) T- NOTE: REFERS TO CURVE TABLE NUMBERING STRIPING CURVE TABLE NEW ROAD CURVE DELTA LENGTH RADIUS TANGENT BCR STA: BCR OFF: ECR STA: ECR OFF: 1 23o2lf44t' 19.57' 48.00' 19.44' 20+59.85 4.34'RT 20+79.05 11.02'RT K; 0