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5.1-11779 Record Drawings
UWAFM SPRING SHEET INDEX � Loop �,�, SD8 R. STREET CONSTRUCTION COVER SHEET 00 00 HARRIS ROAD D PANAMA LANE PLAN &PROFILE STA: 31 +80 - 41 +00 SILVER g PANAMA LANE PLAN &PROFILE STA: 41 +00 - 50 +20 CREEK S 8.3 ASHE ROAD PLAN &PROFILE STA: 21 +60 - 30 +75 WILDERNESS DR RELIANCE DR ASHE ROAD PLAN &PROFILE STA: 30 +75 - 37 +28 STORE NO. 119 PANAMA' LANE S .5 CACTUS PATCH DRIVE PLAN &PROFILE STA: 12 +50 - 21 +35 SD PANAMA LANE STRIPING & SIGNAGE PLAN 6 8 01 PANAMA LANE Q Q 8.7 j-�. ASHE PllLANCACTUS PATCH DRIVE STRIPING & BAKERSFIELD CALIFORNIA o SIGNAGE � LOCATION � ° STANDARD D RAWINGS PARCEL # 53901023 < p x ST -1 STD. CURBS &GUTTER TYPES "A ", "B" & "C" PARCEL MAP # 11779 -2 STD. MEDIAN CURBS TYPE "M ", "M -1" & ST-8 STD. COMBINATION WALK DOCUMENTS ST -10 STD. HANDICAP RAMP CONSTRUCTION VICINITY MAP NORTH R OPOSED LEGEND STD. STRUCTURAL YAV�;M�;N�1� NEc: t tvly PROPOSED SANITARY SEWER MANHOLE ® PROPOSED STORM DRAIN MANHOLE P O STD. STREET LIGHT PROPOSED STORM DRAIN CURB INLET STD. EDGE CONDITION DETAIL PAVEMENT SECTION PROPOSED STORM DRAIN CATCH BASIN STANDARD ARTERIAL TRANSITION W/ BIKE LANES PROPOSED FIRE HYDRANT M PROPOSED WATER VALVE —a— PROPOSED SINGLE POLE SIGN MEDIAN C.O.B. STREET LIGHT P a P : 0 < P PROPOSED CONCRETE MEDIAN T -19 STD. TYPICAL MEDIAN END DETAILS AT L T P S E D ASPHALT R o P O r Rr . PROPOSED HEAVY DUTY ASPHALT OT JANTITTES TABLE EXISTING ASPHALT ss PROPOSED SANITARY SEWER LINE ST PROPOSED STORM DRAIN LINE W PROPOSED WATER LINE • •••••• ••••••••••••••••••••••••••••••• • PROPOSED DRY UTILITY TRENCH q- BP PROPOSED BURIED POWER LINE UG PROPOSED BURIED GAS LINE — — — — PROPERTY LINE / RIGHT -OF -WAY �0 PROPOSED LUMINAIRE PROPOSED STREET LIGHT PROPOSED STANDARD CURB PROPOSED STANDARD CURB PROPOSED CURB & GUTTER EASEMENT — — — — — — BUILDING SETBACK - - - - - -- SAWCUT LINE — — — — — — — PROPOSED PARCEL LINE BENCH MARK ST -14 ST -14 STD. STRUCTURAL YAV�;M�;N�1� NEc: t tvly ST -16 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 R/W AT INTERSECTION WITH ARTERIAL OR COLLECTOR T -15 STD. ONE -WAY MEDIAN OPENING WITH 14' WIDE 444 MEDIAN T -16 STD. ONE -WAY MEDIAN OPENING WITH 18' WIDE 3448 MEDIAN T -19 STD. TYPICAL MEDIAN END DETAILS AT 2387 INTERSECTIONS WITH LOCAL STREETS 105 OT JANTITTES TABLE 4464 LF 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 °57'25" 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. ABBREVIATIONS 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 Item No. Description Quantity Unit Street Improvements 101 Type'A' Asphalt 5774 TONS 102 Type'B' Asphalt 444 TONS 103 Class II 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 147557 SF 108 Street Signs 47 EA 109 Street Lights 5 EA 110 Saw Cut 3391 LF 111 AC Dyke 570 LF 112 Excavation 37274 CY 113 Stri pi ng 171610 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 SIJALL 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 SHALL BE GRADED TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D -1557. STREETS PAVING NOTES CONTD. AGGREGATE FOR TYPE `B" ASPHALT CONCRETE SHALL CONFORM TO THE REQUIREMENTS FOR THREE — FOURTHS (3/4) INCH MAXIMUM, 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 WORK 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. 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 39 -4.01, "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 THA T 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 GRINDINGS HALL BE PERFORMED , AS NECESSARY, TO ENLARGE THE GRINDING AREA SO THAT THE LONGITUDINNL 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 DEVERLPER'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". vq4v lu . SCOTrA. 46T615 CN EXP. 06/34(15 3 ►5 t4 DATE U EFERENCE S HEET 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 1: 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 k r� i� %, lu -0 0C TAHITIAN PEARL DR. i %, lu -0 0C KEY MAP NORTH s34 1 — 200' �i APPRoVEC> BY: MARS RN P. 614AW RCE 311 78 (EXP M /31/14) REVIEWED: 34,011•13 DATE 7/ZZ/2013 TRAFFIC ENGINEER DATE REVIEWED: Lq 1 � ASSISTANT PUBLIC WORKS DIRECTOR DATE APPROVED: PAUL M. ROJAS - PUBLIC WORKS DIRECTOR R.C.E. #39880 EXP. 12/13/2013 ENGINEER'S CERTIFICATE 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. ;�N - R.C.E.# 46765 EXP. 06/30/13 R r. r--��wONU A FEDERAL LAW NOW IN EFFECT STATES THAT ANY PERSON WHO ENGAGES IN EXCAVATION Co�25 i 3 DATE SL D ACTIVITIES WITHOUT FIRST USING AN AVAILABLE 4 jQ 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. r a �i APPRoVEC> BY: MARS RN P. 614AW RCE 311 78 (EXP M /31/14) REVIEWED: 34,011•13 DATE 7/ZZ/2013 TRAFFIC ENGINEER DATE REVIEWED: Lq 1 � ASSISTANT PUBLIC WORKS DIRECTOR DATE APPROVED: PAUL M. ROJAS - PUBLIC WORKS DIRECTOR R.C.E. #39880 EXP. 12/13/2013 ENGINEER'S CERTIFICATE 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. ;�N - R.C.E.# 46765 EXP. 06/30/13 R r. r--��wONU A FEDERAL LAW NOW IN EFFECT STATES THAT ANY PERSON WHO ENGAGES IN EXCAVATION Co�25 i 3 DATE SL D ACTIVITIES WITHOUT FIRST USING AN AVAILABLE 4 jQ 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. r (NAME) R.C.E.# 'r ........... . SCOTT A. NELSON 46765 EXP.06 /30/15 DATE w or APPROVED BY: MARIAN P. SHAW RICE 32178 (EXP 12/31/14) 1%ftmeow Inftwoov Wku**W 1%ftlow, 11%mmow ""Iftwor, 1%mmoor 11NINNI %ftoor, 1%ftowl "%moor, ,%Now, '%Mow, 1%ftwov 1w4mol W*ftmovl "IIIIIINNOW, 11"woorl 'Iftftlor, 11%mI 1%ftwov, qkmwor, 'w4mov, 1%ftowl "Now, IWANW, 11%m ow -ftwo- -qftmo- -mmmo- -"Uw- --ftw- -"ma- -now- -mmo- --ftmv- --ftwM- -%I -qwaww- .......... . ........ ........ ... ....... .... .... ..... ...... ........ ....... .... ... ........ .... ....... ........ ....... ........ ....... ...... .. ...... . ....... ........ . . " . ... ... ..... .. ....... ........ .. . ....... ........ ....... .... ...... ... --- ... ED 0 co .... .... ... .... .... ..... .... . _ - -r!- !!1- 1"" 2T!! 0!!?a. I ... ... .... ......... ........ ........ .......... .... ... ........ ....... ........ ....... ........ . ....... ........ ... .... ....... ;-.: . ....... ---- ---- ------- ...... ........ ....... ....... ... ... .... .... ........ .... .... ... .... .... ... .... .... .... . ..... .... ... .... .... . ... ... ... ....... ...... ........ ---- ---- - .. .... ... I ... .... .... .. I .... .... ... .... .... ........ .... .... ... .... .... ... ... .... .. .... .... .. * .. .... * .... ... .... ........ .... (I 3 PANAMA LA,NE (D 90' Y( TAPER 'B' NEW CURB RAMP PER CAL TRANS PLAN A88A, DETAIL "CASE C". DATE -0 ------ - -------- - ------ -- - - ------ --- I mil 11 STA.-41+10.38 360 358 362 360 358 356 354 352 0c kr flf*" 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 7. STAMP AN "S" INTO CURB FACE OVER EACH SEWER LATERAL 8. STANDARD HANDICAP RAMP, RE.- CALTRANS STD. PLAN A88A 90 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-22,239 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. IQEC0i NG- SGvLSON, +�CEgb765 EX).Ob/3p/1S CURVE TABLE STATION DELTA LENGTH RADIUS TANGENT BCR STA: BCR OFF: ECR STA: ECR OFF: -CURVE 1 180000'00" 21.99' 7.001 14.00' 35+77.34 7.00' RT 35+77.34 7.00' LT 2 89059'59" 47.121 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' 30.001 42.431 36+99.34 78.00'R r r 37+29.34 48.00' RT 6 180000'00" 3.14' 1.00, 2.00' 37+28.00 5.00' LT 37+28.00 7.00' LT 7 18000010011 3.14' 1.00, 2.00' 37+30.00 5.00' RT 37+30.00 7.00' RT 8 90000,001, 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 89059'58" 47.12' 30.00' 42.43' 41+05.64 78.00' RT 41+35.64 48.00' RT 11 180000'00" 6.281 2.001 4.00' 41+22.64 3.001 RT 41+22.64 7.00'R S z4 iq DATE I F 90' BAY TAPER 'A' STATION FROM q- STA:38+25.64 48.00' RT S TA: 38+33.14 48.17'RT STA:38+40.64 48.69' 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:39+00.64 58.31' RT STA:39+08.14 58.83' RT STA:39+15.64 59.00' RT 90' BAY TAPERS' STATION FROM 9- STA:38+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 STA:39+56.40 6.81' LT STA:39+63.90 7.00' LT EXISTING GRADE @ NORTH SAW-CUT EDGE (151 L) ......................... ......... ...... .................... ............. ....................................... ........................................ ......................................... ........................... ............. ......................................... ......................................... ........................................ ............. ........................... ............. ..... ................. ... .... . .... .... .... .... ... . ... .... .... ........ .... ........ . . .... .... ... .... .... ... ... .... ... .... .... .. .... ..... .... .... ... .... .... .... ... .... ... .... .... .... .... .... .. .... .... .... ... .... .... ... .... ..... ... .... .... ... .... .... ... .... ... ... .... .... ... ... .... .... ... ... .... ... . .... .... .... ....... .... .... ... .... .... ... .... .... ... .... .... ........ ... ........ .... .... ... .... .... ... ... .... ... .... ..... . . .... .... ... .... u ................... .......... ............... ....................................................................................................................................................... .................................................................................................. .............................................................................................................. ......................................... ...................................................... PROPOSED GRADE @ CL 0.22% o N .� ............... ...... ..................... .............. .............. ........ ................................ ....... ................................... ...................... 0, ......................................... ................................ .... ........ ... . .... ... ... ....... .... .. ..... .............. ............. ... TCH EXISTING ASPHALT 23%.� ..................................................... 0.22% a , , : : : : : : . - . ........ .... ........ .... ........ .... .... ... .... .... ... .... .... .... ...... . .... ... ........ .... ... .. . .... .... ... . .... .... ... ... .... .... .. ..... .... ... ......... ... EXISTING GRADE @ ....... ....... ....... ...... . . ...... .... ........ - .... ....... . ..... . ....... ....... --- ---- ---- ---- ---- 0.48% 0.20% . "'I ANI ... ........ ... .... ... .... .... ... .... .... ... .... .. ........ .... .... ... .... ... ... ..... .... ... .... ... �4 F4 *oft .,mom 40mm 978. "allemim 1. 0% 40� 96.4' ifo.fr --&- 'Nommom .Nmwvmb am . .. ........ .. .. ...... ............ ... ............ .. ....... ... ........ .. .. ...... ... ............ ....... ......... ... ............ ............................. 1� ........... ................................. ............. ........ .. ................................ op 00, 1 R - - -46.9� e .. .......... . ............. ...................................... : ..... ............. _073.9 00 PROPOSED GRADE @ SOUTH. rL r 0C. MATCH EXISTING ASPHALT c� O.C. 00 PROPOSED EDGE*OF ASPHALT" u + 001 `sc m ............................. ......... ..................................... ..................... ................... ..................... .............. .............. .............. ........................... .......................... ........... ........................ .............. .................... ...... .................. .............. ............. ........................... .............. ........... ...................... u u �D u 00, u u- m w 00 .0I w u u ......................... ............ ......................................... ........................................ ................................................................................... ......................................... ....................................... ............... .......... ...... ............. ........................... ......................................... ....................................... .................. ................. EG FG 00 00 00 00 kn © kn 00 m kn kn kr) kn kr) kn 00 kn 110 l!t . 110 00 kr) C06 06 06 06 06 06 06 C06 00 00 c� c-, c� c� ::� c� 0� c, c� :)� 0� C*�' a) c� 0� 6 kn kn kn kn to III") V") W) V-) kn kr) kn kn kn kr) kr) W) W) kI kn to kr) kn tn W) kn W) tn tr) kn kr) tr) kn kn � INC �c ',c �,c Lz im m M M m m m m m M M Clf 31+80 32+00 32+50 33+00 33+50 34+00 34+50 35+00 35+50 36+00 36+50 STA 31+80 - STA 41+00 PANAMA LANE - PROFILE 30'HORIZ. 3' VERT. 37+00 37+50 38+00 38+50 39+00 39+50 40+00 40+50 360 358 362 USTI] 358 356 354 X52 41+00 REVISIONS A COB CONSTRUCTION FIELD ORDER- ADD ADA RAMP 11/25/13 ARCH. PROJECT NO. WIN I 19NEW DRAWN RI, MP, 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 00 4 00 00 No. 46765 E 6/30 V OF QW. a w o�� w�� 0 u u Z oa SHEET TITLE PANAMA LANE PLAN & PROFILE STA: 31+80 -41+00 SHEET SD8.1R 7 7 358 357 kne 11 SO 356 354 352 21- .... ........ ........ ....... ........ ........ ...... ....... . qmwwmwffmm� . t. STA.-21+65.88 STA.=22+60.81 (NAME) R.C.E.# STA.-23+99.42 SCOTT A. NELSON 46765 EXP.06 /30/15 NOTE: I # I REFERS TO CURVE TABLE NUMBERING STA 21+60 - STA 30+75 ASHE ROAD - DIMENSION PLAN DATE CURVE TABLE CURVE DELTA 1180000,00,11 LENGTH RADIUS TANGENT BCR STA: BCR OFF: ECR STA: ECR OFF: 1 STA:29+59.02 21.99, 7.00' 14.001 26+33.96 7.00'RT 26+33.96 7.00' LT 2 36014'58" 1.27' 2.001 1.24' 27+42.27 7.00'RT 27+43.45 6.61'RT 3 36014'58" 37.96' 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 180000,0011 3.14' 1.00, 2.00' 27+94.93 5.00'RT 27+94.93 7.00'RT 6 95025'43" 41.46' 25.001 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 51.11' LIT �EG��� I��AwING EL'T� Sco�A. �1u,SOt�, RAE 46765 CAP, O6/Qo /15 �z414 1 11 301 Al 14.19'X 90' BAY TAPER'l' STATION FROM 9- STA:29+29.02 5.00'RT STA:29+36.52 4.78'RT STA:29+44.02 4.11' RT STA:29+51.52 3.00'RT STA:29+59.02 1.45'RT STA:29+89.02 5.64' LT STA:�9+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 fo -Vqq PROVED MARIAN P. SHAW RCE 32178 (EXP 12/31/14) 12'X 90' BAY TAPER 'J' STATION FROM rL 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 IS TA: 3 0+11.5 2 4.09' LT STA:30+19.02 4.27' LT PEDESTRIAN ACCESS EASEMENT DEDICATED PER FINAL RECORD MAP 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 FlNA PARCEL MAP .. .... . .... ........ .... .... ... .... .... . .... .... .... ... . Ing It... . .... .... .... .... . . .... ........ .... .. .... . .. ... .... ........ .... .... ... .... ... . ... .... .... .... ---- --- .... .... ..... .... ... .. .... ... .... .... ... .... .... .. .. .... .... ... . ........ .... ... . . . ....... ... . . . . . . . . ... . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . .. . . . . . . . . . . . . .. . . . . . . . . . . . . ... . . . . . . . . . . . .. . . . . . . . . . . . . .. . . . . . . . . . . . . ... . . . . . . . . . . . . .. . . . . . . . . . . . . .. . . . . . . . . . . . . EXISTING GPADE @ EAST-SAW-CUT EDGE (131 R) 26+� 0 STA 21+60 STA 30+75 ASHE ROAD - PROFILE 30'HORIZ. 3' VERT. 27+00 27+50 28+00 28+50 29+00 29+50 30+00 358 357 60 356 54 X52 30+50 30+75 41: 00 PC REVISIONS #I - ASHE RD. AREV STRIPING/ALIGN. CONTRACTOR TO VERIFY EXISTING GRADES & ELEVATIONS ARCH. PROJECT NO. WIN I 19NEW DRAWN R17 MP, JG CHECKED CM, SN SUBMITTAL DATES 02/27/13 05/09/13 06/24/13 8/14/13 - /19/14 OTB DATE 04/19/13 CRITERLA, SET 97KW-CR22 ............ F .. Il . . . . .. . . . . . . . . . . . . .................................................................. . ............. ........................... rI ........................... .............. ....................... 5 4 0IC-) .... ............ ......................................... ........................... ............. ....................................... ............ EXISTING GRADE.@ i ....... ............. .... ........... .... ............. PROPOSED GRADE @ CL .................................................................... r-I ............ .. .... .. ... ..... ... .. .... .. 0 ... ..... . ... .... .... ......... ... .... 0.08% . ... .... ... CJ .. .... ... . .... .... ...... .... ... _1 . ........ .... .... .... .... .... ... . ---- ---- -0.08% .. .... ... .... .... .... . ........ ..... . ....... . ..... ... .... .... C) OO r....... _.. .......... .... 0. 22% . .... .... .... ... .... .... ... .... . .. ... .... .... ... 0.06% .... ... . ... .... .... .... .... .... ... .... ... ... . 0.21% ._ C ASHE ROAD MATCH PROFILE STA: 21+60 -30+75 SHEET SD8.3R ... a +. .... EXISTING ......... .............................................................. ASPHALT. ............. ... ....................... ........................................................................ . . . . . . . . . . . . . . . .. . . ............ . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 40*u* -0. ...... .�Q% ... 41.6 . ... . . . . . . . . 77P . . . . . . . . . . . . -0-.75% A^ 43III`iIIIIIIIIIIIIIIII�3 7 �51 _e END OF CURB & GUTTER' O.C. PROPOSED GRADE @ ............................. ...................... G RADE -SHOULDER TO .......... .................. ...................................... .............. % ................................. % .............. ............. FROM EDGE OF ASPHALT. ........ % ...................................................................... ......... ....... ....... : +�' u u + a Q ................................... ............. .......................... ................................................................................ ........................................ ............. ............. ............. ................................. ........................... ......................................... ............. ........................... ............. .................... ........... ............ ....... ............. EG FG V-) kn kn c� kn kn kn kr) kn kn kr) kn I kn lc� kn kn kn kn kn m "1 '1 171, 00 00 cn kn kn M kn m kn kn kn W) kn kn kn kn kn kn kr) kr) kn kn kn kn tr) c� kr) kn W) 0� c� O'� 0� 0� c� q� (:� cr; kn 110 kr) M cn kn W) tr) kn kr) kn kr) kn to kn kn kr) kn kn kn kr) to kn kn kr) kr) -4- '1; A 0 _L CIA 11 A i Afl n A r n m 26+� 0 STA 21+60 STA 30+75 ASHE ROAD - PROFILE 30'HORIZ. 3' VERT. 27+00 27+50 28+00 28+50 29+00 29+50 30+00 358 357 60 356 54 X52 30+50 30+75 41: 00 PC REVISIONS #I - ASHE RD. AREV STRIPING/ALIGN. 2/19/14 ARCH. PROJECT NO. WIN I 19NEW DRAWN R17 MP, JG CHECKED CM, SN SUBMITTAL DATES 02/27/13 05/09/13 06/24/13 8/14/13 - /19/14 OTB DATE 04/19/13 CRITERLA, SET 97KW-CR22 rI wpM� 5 4 0IC-) W-) 00 00 O No. 46765 E 6 01 OF F &I'XI CIIIIIIII� r-I 0 CJ C) OO SHEET TITLE ASHE ROAD PLAN & PROFILE STA: 21+60 -30+75 SHEET SD8.3R PEDESTRIAN ACCESS EASEMENT DEDICATED PER FINAL RECORD MAP ECR STA.= 31 +95.90 I ( 13 OFF.= 77.96'L . . C.O.B. LIGHT �.••• 00 Goal 4 3 r� T 10� . a . .1 1 _- •• e , 1 1 . - --- . 1 . � ••.• • •••..•••..•.••O••a••••• ....... .............................. ..............................• * I 1� .1. * . -v . . I I . .1 I I M 6..--�..,O' . , I , . .'� . . �s .� " �1' - �- - ,� , "5 .. .� . , ` • t,r - , t . I . .. -.*-. �,,� - . .I'll ,I a M • `5 y .. .. . . .., , , . 00 , I , " ....... 77��, ......... *: " I . - : " * * , "'. .... 1. :.1 . . . ....... ; .. ..'� ... I.: ......... .... I I 111.11, I I ,_1 .,...,._..l I 1. 1. 1. ".,.. � .1:11 ... I .- ..'. %...� , , 1!2) *., _'.'l ...... ,.:.....'.,..... .... .. I I.......'...�. ;.l._. ..... ... BR��: ST: :3�:� ..71:3 . .1. . I .... . . ,.,., *.* ........ _ : , " *.* I.' ,I ....... '' -* , , " I I .... : ... *. .. ,,: CJFF: = 5:2:97' .:.: ,:::::`' .. . -, `\ ''' ' ... : ... .... ... ....... I.. , , " 2. .:.,I:* ... ... .. ... I . �.. ....... ::..:. .. , , ... * .. I I ... 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TA .._ S 1 .3 2 F--� ... ......•. .... 65.3 SAWCUT LINE OFF. =10. 24 R 9 u EmEq 473.64' TO CENTER OF TAHITIAN PEARL Dl . 362 360 358 362 i•1 358 356 354 R/W PER FINAL PARCEL MAP MATCHLINE -SHEET SD8.2 • %` I . j.�-------- ,..,:.:.: - 1. ..... ...... : \ •. j .,. _, az� o 4 'I . ... .. ... - .. - . .... ... - ... .... ... .. ..... ... ... . - ... I . __ ..- :. .i. w_r� .... ..., .... .... ... .. _ ... ..., ...., .. ,..., .... .��'y. ... �L�► ' -.. • .. .. .. .. .. .. .. ... ... ... ... ... ... ... ... ... ... ... .. ... ... .,, Y ' ... O :13 r:�.J� / •L.. .. .... .. .. .. ..:I ,... .-.,. ... �. ....%'...:,.* ... ..., ...,,, .... -. ,. "..,,. .. -.,,.. ....,,, ... .. _..... ...,,. ....,, ....., ....., -. ....., I...... ...." ....... ... '.L-.'.',','. ......, .. -.,, .... .. 1. % 1. ':. �.i . ... . .. .. ... ., .... ... , 1. �" 8 ... :: .. ... .. ... . ::. .... ... ... .... ... ... ... .... •• :: • .:::. .. 1. .. .. .. .. :. .... .... ... 4 .... ... :. .. .. .. ........ .. ... ... -„ 0. /..r`. .33 .48 44 1. -'' 36 'Y •v' . .. 3: :;,:: 7 :--j - - - ... . .... . :: :_ .:: FF ... - - .. - •00 - .� .. - - - ... .. .. .. .. _ -�-- -- .... .... .. .. .. .. .. .. :.::` i TA 4: .:8 O i- :S �.--3 9. :2 . ,. ..., .... 3:55. '3 ... RA E ....., . . . ... ... .. .. • .. .. .. ... .. .. .. . F b... .,, :.O ...00:I:: _. . ' .1.,,,. 11 ,. ... :: .. i ... .. . . ..,. l.� 1 -- - ..... ...... ...... __.. .... __ ...... ...... ...... ...... ...... l .,,, ..... t . ...... .. ...... ... .. '�- �• ... .... .,. ...,, - ...... ....... .. ..... ... ... . ..•__ ,..... .... I ... ; -,, - Y....' .. ... ... .. •..... ...... _ :: :. ... .......... .....: N : I—- ;..::: .. .. . 18.5 . AD c . .. :- .. � rl__ .. . , . � .. ' .. : '. . ,� " . � ..:, I _:. � .:.: I .. . . . . . ::.: 1. . .% . ; - .. .. . * . I . .. '. � .. 1: 1. 1. . . . 1 ., ., '. I I .. .. .. *. I :: '.. ... ., 1. \ :, I . . .. .. " 5 .......... ............ .:: . .. . . .. I .. _..".... I I : 1. . .� I . '. : , �.' :: ; ..: .,._,l. � ._ , • ~_ .,• „ __ " ... .•..,, -,. ,,.... _-ti __~ .__ - -- -__ �_. ,�__ . -- ..- ............... ....__- _ _ ..t_ t_~ __ _____ _.. ....... ........I ... - -- - -- - ...............,, ,,, ,,, .,,...,, ___..__ .__ .___ - -- - -- ......... ,., .�_ .ti_ �4_ _ ... . ,,, ,,,..... i.,,�: cap o . I.... 1. 611.01. ..... �_ I - �11.. :, .. . %I ;� - - Iowa, \ . . �.�.._. o n STA 30 +75 - STA 37 +28 z ASHE ROAD - DIMENSION-PL � - 1" 30' NOTE: REFERS TO CURVE TABLE NUMBERING CURVE TABLE CURVE DELTA LENGTH RADIUS TANGENT BCR STA: BCR OFF: ECR STA: ECR OFF: 1 163 028'44" 7.13' 2.50' 4.95' 31 +61.81 11.79' LT 31 +62.55 6.90' LT 2 90 041'39" 1.58' 1.00' 1.42' 31 +65.32 10.24' RT 31 +65.34 8.24' RT 3 88 057'30" 38.82 25.00' 35.03' 31 +71.35 52.97' LT 31 +95.90 77.96' LT 4 49033'13" 51.89' 60.00' 50.29' 31 +73.47 8.34' RT 32 +19.39 12.18' LT 5 48 °51'00" 1.71' 2.00' 1.65' 32 +19.39 12.18' LT 32 +20.90 12.86' LT 6 90 000'01" 39.27' 25.00' 35.36' 32 +35.90 90.00' LT 32 +60.90 65.00' LT 7 1 180 000100" 1 6.28' 2.00' 4.00' 1 35 +49.98 1 9.00' LT 1 35 +49.98 1 13.00'L 11.00' X 90.24' BAY TAPER 'G' STATION FROM q. STA :33 +85.87 63.00' LT STA :33 +93.31 62.83' LT STA:34 +00.71 62.32' LT STA :34 +08.12 61.47' LT STA:34 +15.56 60.28' LT STA:34 +45.56 54.78' LT STA:34 +53.12 53.56' LT STA:34 +60.71 52.69' LT STA :34 +68.31 52.17' LT STA:34 +75.87 t 52.00' LT 19.97'X 120' BAY TAPER 'H' STATION FROM rL STA :32 +28.44 11.00' RT STA:32 +38.44 10.69' RT STA:32 +48.44 9.75' RT STA:32 +58.44 8.19' RT STA:32 +68.44 6.01' RT STA: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 STA:33 +48.44 9.00' LT k,rfls�cz;R� I'R A �INo� so .. 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N rj cn cn cn en en M en cn en en cn en M M cn W en M en cn � en en rn M � M M M M `p M M M en �c en M M M cc cn en M � en M � en M � M en tip en M cc cn `O en M cn Lp en en 30 +75 31 +00 31+50 32 +00 32 +50 33 +00 33 +50 34 +00 34 +50 35 +00 35 +50 36 +00 36 +50 STA 30 +75 - STA 37 +28 ASHE ROAD - PROFILE 1" 30' HORiZ. 1" 3' VERT. 37 +00 362 i 358 362 cr .9] 356 354 352 37 +50 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 F G O 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 S CONDUIT 7. TD. HANDICAP S C RAMP PER CALTRANS STD. PLAN A88 A 8. STD. MEDIAN END DETAIL AT INTERSECTIONS PER C.O.B. STD. DETAIL T 19 96 TD . ONE-WAY S O WA 18 WIDE PER C.O.B. STD. DETAIL T-16 10. STD. STREET LIGHT (LED 9504 LUMEN) PER C.O.B. DETAILS ST- 229239 24 11. CONTRACTOR TO COORDINATE WITH SIGNAL PLANS FOR SIGNAL MODIFICATIONS. 12. MOW RAMP, RE: SD 13.5 & C.O.B. STD. DETAIL L -13 13. APPROXIMATE JOINT TRENCH LOCATION. COORDINATE W/ PG&E 14. APPROXIMATE POINT OF SERVICE LOCATION FOR CITY STREET LIGHTS & IRRIGATION CONTROLLERS. COORDINATE W/ PG &E. S 4j14, ! REVISIONS PROJECT NO. WIN 119NEW DRAWN RI, MP, JG CHECKED CM, SN SUBMTTAL DATES 02/27/13 05/09/13 1 .06/24/13 OTB DATE 04/19/13 CRITERIA SET 97KW -CR22 A N 0 N W H rA U � �rr c 0 a M �� F'' c I O W 0 It I ©. N 0 04 O0 xC H 00 I . 00 M "_4 M T__l 00 0 a Essr�i X. No.46765 J-f C IV IN, i of c ° Cs r-4 z 0 Z ,� w F=mq ,� U lcn �=4 r� u� Q -!� p 0 c� W o�� w C'`, ",� z V� r*-% r-..4 � P4 r__4U Pm� � z4z 4 r-..4 CD PO4 �%c = SHEET TITLE ASHE ROAD PLAN & PROFILE STA 30+75 - 37 +28 SHEET SD8,94 _7('11 . I 1 el 'I , -1017 , '61 MO.- g I - , I i . 1. STD. CURB TYPE 'B'PER C.O.B. STD. DETAIL ST-1 1 2. RIGHT OF WAY & PROPERTY BOUNDARY .0l",---- - 3. STD. COMBINATION SIDEWALK PER C.O.B. STD. DETAIL ST- - C�-�"v (6 - 1 4. STAMP AN "S" INTO CURB FACE OVER EACH SEWER LAT . ERA (NAME) SCOTT A. NELSON I *COE*# 46765 EXP.06 /30/15 5. STD. HANDICAP RAMP PER CALTRANS STD. PLAN A 6. ASPHALT DIKE PER CALTRANS STD. DETAIL A87 - TYPE A Q . I .dft STA 12+50 - STA 21+35 3������ ACTUS PATCH DRIVE - PLAN - III 30' DATE . PROVED BY: MARIAN P. SHAW RCE 32178 (EXP 12/31/14) t;41 "I DATE NOTE: a REFERS TO CURVE TABLE NUMBERING MATCHLINE -SHEET SD8.1 MATCHLINE -SHEET SD8.1 . CURVE TABLE /f, .J.l. . .. I- , , * , . ." RADIUS . . . .1 ... .... ..", . . , . . , .. ... .... ..... ... " .. - -, . . 11p. . .. � , , ....... ... ... .., . �.1 ,.. ... , - .. - ...l........ . I . I . I .. ; . � . ... . , . . .. . I 11 / . .�- .. V...... 11 : .. - �� . . \ , , , , * - * 20.00' 28.29' : ... / FL %, . % '. .1.1 I . . r-,.%. '&3" % . : . , * ,-.'�"'-* .... ... .... - - - ., - . - ... .... . - . "..: ... .... .. 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", .11-i 1. .-.. , .. .... ... .... .... . .. : " .. .4.: ... -- .. .. ........ ........ - .-'�.. .. I. I... I ... ... . . . ... I.: ... - .. .. . ............ Aft ... C", . . . ... .. . ..". I%%. .... .. I - .. - MATCHLINE -SHEET SD8.1 . CURVE TABLE CURVE DELTA LENGTH RADIUS TANGENT BCR STA: BCR OFF: ECR STA: ECR OFF: , 1 90001'33" 31.42' 20.00' 28.29' 14+82.26 22.01'RT 15+02.27 42.01'RT 1 2 66052'07" 23.34' 20.00' 22.04' 15+51.88 34.14'RT 15+70.27 22.00'RT 3 6605212811 23.34' 20.00' 22.04' 18+79.38 22.00'RT 18.98.25 36.39'RT 1 4 1 8905915811 1 . 31.421 1 20.001 1 28.281 1 19+39.38 1 42.001 RT 1 19+59.38 1 22.001 RLj . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 362 . 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I 1. 1. . �:V., .., -:-:."::� . .. ... - -.. �..'�. i., ... , - - --,", - --- - -.: . ... . .... I.. * ' : ... ::: -3% ... I-% . ......... .. -I... .. . . ..... - ---.. .. .... ::: RAN IS -1% MIN. & +3 .. .. .. ".. ---.. ... � -.: I. -....!.f:.. ...... A "" . is ........ , - '' .1, ..... MAX.- -w:l-.-:: ------- ::,-------.,:: - -.---.:::"-,.-,-.: :-------. - '.........., --, .."...... , .. - :. .:: ... I .. . 0.5'TYPE'A'A.C. over r0 .C. 11 A.B. over 1 4 min. SCARIFIED, MOISTURE CONDITIONED & COMPACTED SUBGRADE. N.T.S. NOTES: 15' TO a,., �� SAWCUT . 55' w * SEE PLAN SHEETS m . . ]PnT? T-Tnj?T7nXTr'PAT EXISTING NORTH / LINE *40.51' - 46.3 F \ MEDIAN EDGE OF SIDE OF PANAMA \ / , I I PAVEMENT AND R/W LANE 14'MEDIAN TO CENTER LINE . V %j LAYOUT *VARIES Ol - 141 1 1 k--- 2.0% -- ". -- ... � ��111111 2.0%. 1 NOTE: SUBGRADE TO HAVE --- I . 11 1 ''....".... ---_.� I - - : :. ... � t -.-�--,--,-� ,-: .... %...,.,.--.,.,:-. - - . . ... 11 ..: ..... . 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I I Q.i4 NOTES: 15' TO �-4 �� * SEE PLAN SHEETS EXISTING NORTH SAWCUT . *55'- 70' w � FOR HORIZONTAL r--.( SIDE OF PANAMA / LINE *46'- 64' *6'- 9.75' _--q MEDIAN, FLOW LINE \ I \/ w AND R/W TO CENTER LANE /\ . ---/Ir �--* LINE LAYOUT 21 con V14' MEDIAN (-- 0 %ld -A 61 �.) *VARIES 2'- 24'1 I/ 1\ O HAVE 2.0% A41N. \ / i�: 95% MIN. COMPACTION PER --- . .. I.. . llp,,-� ll,,;I� I p'' - 3.5% A4AX. " .t --- ------- - i w I ASTM D 1557. MOISTURE I " , " , - , I 1pl� - .... . , -,; ........ ........ . i '. -----"---- :% , 1 1 i 11 � .. ..... : - - ..".... � � � • I , " ....... -- -- . I i .,. . . . ..l...... ...... k ..... : .... ................ . , - --- - ': ,I .. .,..-:..:: --- ...... "......-... i : " ..; ....... -.ii I ..( . . ......... � - ',�.. - , - - .. ...- , ::--.: , .., . i -- - I ,,,, . -!r ,� I .. " .. ... .. : -I-- , . I ------- - , . , : 1: -.- ,---t: ,---i -- �--t - , , - - :.... - - -':- t: " I � I : - ....... � '� 11 - � , - t , . . ---- -I---,-. 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" . ..... i:. -,-r k w .1.11'.111", t : 11.11' , - - i k . � : .." -1 ---- - : --------- i . ."..--------.,. -Z!z.. I . . I ........ i , , , - I . -I I .... ...... . , ...... . .. , , I , .1 . ......... I .1 .... : .... .. .. .. .. . , '. , . ., . . . - , . .!.---!.-- ... - .,.-----,-.-, -. - . . , , .. , , ..... .1 .:..;... .. - t .. , . , ... , .... i i . " . i - - . - .. i � i,. ---- NOTE: SUBGRADE TO HAVE , , I . - , - I . ........ i . ......... .. - "'....:....... - ,.:.. '. - .. - . , , . I ...'. � .... :..,.. .. i , t : . : . - , . , , ., , , " , , , .. .... I -, : ............ : ........... � . ........ i , . , , : ill-- �:. --- '....".1 ".. ...----,-.,- , - 1:, . - i - - - - - - - , , .": " I - --;--- ..., ... --;- ... ,.: ...... ... : .. ........... . .......... : , , " , , , : ... " " I-:,- -,-...---.: - , . '. ." - . .. . : .., I"...... . I '-.-.-- :.. .. . i . 1 0.45'TYPE'A'A.C. over 0.6' I 95% MIN. COMPACTION PER .,.-.-. : 1: - '. - ... " i "-,-----. w .: - , .. t: '%' i: , : i . I ..... li '.-:--:- A l`---`,--l-,-: - " ... i . , ......... � I ........ I i. .1 t... i . - '. i . .1-1 ------ �:, -------- 11 � , , t: ........ � . CLASS 11 A.B. over 1.45' min. ASTM D 1557. MOISTURE . .. . . , I STA: 12+50 SCARIFIED, MOISTURE RANGE IS -1% MIN. & +3% NOTES: . CONDITIONED,, & MAX. TS . COMPACTED SUBGRADE. FOR HORIZONTAL 3 a w - 301 � 1� LU W LINE CROSS SECTION ANMEDIAN D R/W TO CENTER LINE LAYOUT ARTERIAL - ASHE ROAD ' AT STA: 29 +83.96 EM 36+32o42 N.T.S. Q.� PROPOSED WALL SEE STRUCTURAL 301 �-4 w 3 a 0� P-1 I-, 101 I /1\ � 1 H 1 1 : 20 22 8 , 1�1 !4e \/ . � /\ . . I 0 , 2 . 1 1 �, C.) I :�. I I , -) 4 A 2 5 1 / �: \ :l: I �l ,�,�,,,,,,,,,,��,,����������!1', '', .. 2.p% :. �) �0 . : . .... 7 ..... , .. - . t, ... . .. I k-- �� . .---....- I , - --------- � - ----..... I - - - - - tt; ......... �.- .1 ........ � ........ � :I ..... i. - ..: .. , I t '. (.. I,.:... .. .1 . ...... , . t , . ........ ....... � . -------- t ---.i . I , .... I I . I I - ..... .- ....... .I ..... -t ... .... , - - . . . - I .. . ......... ...... .. , I . , ...... ;�. . " . -- - I - I. " .. - - . ....... . .. .......... : . i .1 "..... � I.... " � - .... .. � .. ......... i ....... . I. � ........ - ....... . . - . ... i - , , . .... ,. : � .......... ; .'. ..". .. : .... '. .. � ..... w . ...... . . .., '. t t : , � . . . Iq . - . . .t . : ..... - i . .......... . ,,...... - ..... .: i , ..-.., ... .. -. ... - . - ......I" " .-. . . I . . ."., . , ., . : - * ..I . , , , .-.. . , , .. 1I NOTE: SUBGRADE TO HAVE .-: . . .l." ` .I 025' TYPE'B'A.C. over 0.5' 9 .., "....... . �., ., s..::: I 5% MIN. COMPACTION PER , � --- .."" .."... ' . l.....: 'i -"- -- ." "" .., ', ., .. - ..-...... : : : -..- .. .""I. .., " .. . . - - : : - CLASS 11 A.B. over 1' min. ASTM D 1557. MOISTURE SCARIFIED, MOISTURE RANGE IS -1% MIN. & +3% CONDITIONED, & MAX. COMPACTED E. CROSS SECTION LOCAL STREET - CACTUS PATCH DRIVE AT STA: 14+82.46 - 21+32.05 N.T.S. I I REVISIONS I #1: ASHE RD. AREV STRIPING/ALIGN. & CACTUS PATCH DR. WEST CURB FIELD CHANGE 2/19/14 1 � I ARCH. PROJECT NO. . . WIN I 19NEW DRAWN - RI, MP, JG - I CHECKED .. I . CM, SN I I SUBMITTAL DATES 1 02/27/13 05/09/13 06/24/13 OTI3 DATE 04/19/13 � I CRITERIA SET 97KW-CR22 I I Q w " r> ,-,p4 °w rq I I 01-14, o �� a �-4 !el I F--� M W) 1�1 H 0 W4 M U ll�t � 0 r? - 00 ©� Pq � , u � cq) 0 44 Q - - P4 L.7 0 w 0 -!� I �A 0,� F--� 8 b 9 �� `zT (..) . � tn = �c OHO rn M 19 r--•l 00 �: (=> . 0� 1� - I � 1 No. 46765 E 601301M-m . C-.- 11' V, . --j OP c X-t p r ON� r--� r--� (f �4 I W � 0 At� con 4 1\ p C W ,--, oAt� 4-� 4-� 0 P4 U P-� 44 (= 40!� 00 : � = I I � � .. 11 --qqqm � I SHEET TITLE . � DRIVE LAN & PROFILE STA: 12+50 -21+35 SHEET SD$.5R ,. a IPl.`t1TGG.V`t N OFF: 31.00' LT r7q STA:41 +22.64 N OFF: 19. 001 LT STA:41 +22.64 OFF : 7.00' LT 41 +00 0 R9 -3 &I R9 -3A' SA41 +3564 : � 19.00RT OFF: ' N STA:41 +3 5.64 OFF :42.00' RT R26 (CA) r START CALTRANS DETAIL 9 MATCHLINE - SD8,07 STA 31 +92.31 - STA 40 +g6 PANAMA LANE - STRIPING & SIGNAGE PLAN NORTH 11 1" 30' A- ?44 11% sco-riy�, N�t,s�N; i�csq��bs �x�. 06/30 �s t R 7=CoAp DR A W) N & STA 40 +86 - STA 50 +00 PANAMA LANE - STRIPING & SIGNAGE PLAN I" 30' W r:� NORTH STA:49 +07.99 NOTE: CONTRACTOR TO FIELD VERIFY STRIPING END POINTS & COORDINATE WITH FIELD ENGINEER STA:49 +17.54 OFF : 3 7.00' LT WIN 119NEW STA:49 +18.45 CHECKED OFF:25.00' LT SUBMITTAL DATES 49 +00 f 05/09/13 06/24/13 08/14/13 OTB DATE 04/19/13 STA:49 +21.34 Q OFF:13.00' RT STA:49 +20.58 STA:49 +22.25 12' OFF:3.00' RT OFF:25.00' RT STA:49 +24.00 OFF :4 8.00' RT STA:49 +24.30 OFF : 5 2.00' RT STA:49 +25.31 J_ o M I OFF:65.23' RT 3 4.4 a F STA:49 +37.91 OFF:72.67' RT3= , MATUHLINE SD8*"/ CALTRANS '— UAL' 1 'KAN 5 IN U 1 E : DETAIL 38 DETAIL 38A EXISTING STRIPING FOR EASTBOUND LANES TO REMAIN !r df STA 50 +00 - STA 53 +00 PANAMA LANE - STRIPING & SIGNAGE PLAN NORTH 1" 30' 06 Q -3A W U F� Q 10 mi Q a x U F� d tC MATCHLINE - SD8,07 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 STRIPING PLAN SHALL BE �UBMITTED TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING. 5. ALL STRIPING TO BE WATERBORNE PAINT REVISIONS ARCH. PROJECT NO. WIN 119NEW DRAWN RI, MP, 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 Q N O W o� U� M W M U 00 M � M i r 00 0 a.a �ROFESSI�,, No.46765 CIV ItiO��ti� OF CAL1� 0 0 H o � 0 0 ao SHEET TITLE PANAMA LANE STRIPING & SIGNAGE PLAN SHEET SD8.06 -7-7 cill u rl*� 06 PC (NAME) R.C.E.# SCOTT A. NELSON 46765 EXP.06 /30/15 DATE NOTES: A 1. 12' LIMIT LINE AND ALL OTHER PAINTED MARKINGS W/THERMOPLASTIC PAINT PER CAL-TRANS STD. SPEC. PTH-02ALKYD 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 PE PE DESTRIAN ED ACCESS EASEMENT — m -t I f% - I BIKE LANE DEDICATR FINAL RECORD MAP t ,moo STA 21+65 STA 30+75 ASHE ROAD - STRIPING & SIGNAGE PLAN APPROVED BY: MARIAN P. SHAW RCE 32178 (EXP 12/31/14) BIKE LANE r—ofe;w I LL& DATE MATCHLINE -SHEET SD8.6 STA 30+75 - STA 40+00 ASHE ROAD - STRIPING & SIGNAGE PLAN 1 11 301 IrIT77T-NIL" 0 9rT]l T A XT A f--1 f"lr7 0 0 U A 0 U )fU'kTr_P NOTE: a REFERS TO CURVE TABLE NUMBERING �ECOR� " bRAwiN� SGOZ'c A_Rc E-- q6�b5 , v E LIS ON) .- 06/30/5 .... 15+00 16+00 17+00 CACTUS PATCH DRIVE .............. A ......... .... ...................... ... .............. _ ........................ .... . . . .............. ... ... L .. ................. .. ......... ............. I . ......... 8+ 9+00 ................... ... . ............. ....... *'**'*'* ... ... ............. .................... .................... . .... ................. -.7 R26 (CA) SIS ss ss-- STA 12+50 - STA 21+35 CACTUS PATCH DRIVE - STRIPING & SIGNAGE PLAN 1" 301 NOTE: EXISTING STRIPING FOR SOUTHBOUND LANES TO BE 3 z� 14 mmummawm amen bA.-I-a k-,kJIN 1 11 Ul� I U r -ir-.E" VERIFY STRIPING END CALTRANS CALTRANS POINTS & COORDINATE DETAIL 38 DETAIL 39 1 WITH FIELD ENGINEER DETAIL 3 RA NOTE: EXISTING STRIPING FOR NORTHBOUND LANES TO REMAIN MATCHLINE -SHEET SD8.6 CALTRANS DETAIL 27B 121 STA:36+58.67 w 14 OFF:80.00'RTV ;It TAPE GORE 20+00 21+00 1+3 I R6-1 .. .... ...... .......... ........ ... ......... CALTRANS —/ N CALTRANS DETAIL 22 DETAIL 38 RI-1 Q, I R54' R26 (CA) NOTE: x REFERS TO CURVE TABLE NUMBERING EJ ( T TYPC MATCHLINE -SHEET SD8.6 STRIPING CURVE TABLE NEW ROAD CURVE DELTA LENGTH RADIUS TANGENT BCR STA: BCR OFF: ECR STA: ECR OFF: 1 1 23021'4411 19.57' 48.00' 19.44' 1 20+59.85 4.34'RT 20+79.05 11.021 RT 06 c� 40+00 REVISIONS #1: ASHE RD. AREV STRIPING/ALIGN. 2/19/14 ARCH. PROJECT NO. WIN I 19NEW DRAWN RI, MP, JG CHECKED CM, SN SUBMITTAL DATES 02/27/13 05/09/13 06/24/13 2/19/17 OTB DATE 04/19/13 CRITERIA SET 97KW-CR22 ow oM 00 00 CR No. 46765 E . V OF c 0 0 O �.L� o '�—� 0 � � W C) .Q 04 SHEET TITLE ASHE ROAD & CACTUS PATCH DRIVE STRIPING & SIGNAGE, PLAN SHEET SD 8 0 7R wv...._ k. lk _ y� 8 T t O QD t w M "-- 4j, O j,", .L% , 1 Lim v . V .1 . ►J 1 1J . j_jr 1 i'i1L ►' 1 -1 2. STANDARD MEDIAN CURB TYPE 'M', PER C.O.B. STD. DETAIL ST-2 I 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 /. N1 AMP 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: SD 13.5 & 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. CURVE TABLE CURVE DELTA LENGTH RADIUS TANGENT BCR STA: BCR OFF: ECR STA: STA :38 +48.14 ECR OFF: 1 180 000'00" 21.99' 7.00' 14.00' 35 +77.34 7.00' RT 35 +77.34 7.00' LT 2 89 059'59" 47.12' 30.00' 42.43' 36 +28.67 50.00' RT 36 +58.67 80.00' RT 3 36 013152" 1.26' 2.00' 1.24' 36 +77.34 7.00' RT 36 +78.52 6.61' RT 4 36 014158" 37.96' 60.00' 37.33' 36 +78.52 6.61' RT 37 +14.00 5.00' LT 5 90 000'01" 47.12' 30.00' 42.43' 36 +99.34 78.00' RT 37 +29.34 48.00' RT 6 7 8 9 180 000'00" 180 000'00" 90 000'00" 161001'06" 3.14' 3.14' 47.12 7.03' 1.00' 1.00' 30.00' 2.50' 2.00' 2.00' 42.43' 4.93' 37 +28.00 37 +30.00 40 +35.64 40 +48.21 5.00' LT 5.00' RT 59.00' RT 7.00' RT 37 +28.00 37 +30.00 40 +65.64 40 +48.93 7.0 ' 0 LT 7.00' RT 89.00' RT 2.12' RT 10 11 89 °59'58" 180 000'00" 47.12' 6.28' 30.00' 2.00' 42.43' 4.00' 41 +05.64 41+22.64 78.00' RT 3.00' RT 41 +35.64 41+22.64 48.00' RT 7.00' RT 11' X 90' BAY TAPER 'A' STATION FROM rL STA:38 +25.64 48.00' RT STA:38 +33.14 48.17' RT STA:38 +40.64 48.69' 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:39 +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:38 +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 STA:39 +56.40 6.81' LT STA:39 +63.90 7.00' LT 360t..................................................... .. . . . . . ... . . . . . .. . . . . . . .. . . . ' EXISTING GRADE @ NORTH SAW CUT EDGE (151 L) 358 kn 00 06 06 06 kn kn kn 00 00 06 06 M M M M M M t aj 01 01 l� 00 M M d; M d. W) tn wl kn 00 N M CT M M In 01 01 Q� (� In 00 M M kn kn O� 01 01 00 00 O M 00 M cr) M M M M � to t On tn tn t Qn CT G1 CT O� 01 O\ O� O O O N O N 5 M M M M M M M M M� W) W) W) � O� kn tn kn O� O� Q� O Cj C O O N O M O M CO C O 6 M M M M M M M M M M M M M� M M M� �� `O � \p \O �O O � O O O O O O O 31+80 3 32+50 3 M M M M M M M M� `O \fJ � � `p \O 33 +50 34 +00 34+ M M M M IC 50 35 +00 35 +50 37+00 M M M M M 36 +00 36 +50 37 +50 38 +50 39 +00 39 +50 40 +00 40+50 41 +00 STA 31 +80 - STA 41+0'0 PANAMA LANE - PROFILE III 30' HOR IZ. lit 3' VERT. 358 362 .' .......:..... ... .... .......:..... ... ........ u.. . . . . . . . . . . .. . . . . . ... . . . . . .. . . . . . . .. . . . . . .... . . . . . .. . . . . . . .. . . . . . ... . . . . . .. . . . . . . . . . . . . ... . . . . . .. . . . . . . .. . . . . . ... . . . . . .. . . . . . . .. . . . . . ... . . . . .. Z °N...... . .. . . . . . . . . . . . .. .. . . . . . . . PROPOSED GRADE @ rL . . . . . .. . . . . . ... . . . . . 3 62 360- .............. ..... . . . . . . ... . . . . . .. ..... . .. . . . . . ... . . . . . M. ..... ...... ... .. •-MATCH EXISTING ASPHALT . . . . . . . . . . . . . . 0.23% . . . . . .. . 0.22% 0.22% . ... . . . . . . . . . . . . . . . . ... . . . ..... ........ .._. , _.. , 360 3 5 8 T� _ .. - _.. _ T,.. .' . . . . . . . 0.48% EXISTIN BADE 4. @ MATCH E EXISTING ASPHALT �- � . . . . . . . Q - 1..40° 43.9 N -- 96.4' .. _ �� ��� 0.20 /o 90.8': --- p-___ ' - kn . . . . . . . . . :_ . • . . 120.2'- s -10% -�._Q . PROPOSED EDGE. OF ASPHALT M x kn O.C. pn �' M' ' °O : kn . . . . . . . . PR PROPOSED GRADE @ SOUTH r M ' el 46.9 .'"_.O ' ' p C. • • . . 3 58 356 . . . . . . . . . . H ,...a w ,� oo C06 M ..... ........... ... w w . �'. � .I + 356 354 . . . . . . . . . . . ... . . . . . . . . . . . . cnHH U ►� � w N 00. Mai C*l w • � . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . ... . . . . . . U � . . . ' . . . . . . . . . . . . . . . N . . �n . . . . .�}_ . . . . . .. . . . . . ... . . . . . .. . M W oo � W EG CS °` M . . . . . .. . . . . . . . . . . . . . . .•. . . . . . M + kfj . . . Zo . + W v r� 354 352 FG � � � � � � � � • kn 00 06 06 06 kn kn kn 00 00 06 06 M M M M M M t aj 01 01 l� 00 M M d; M d. W) tn wl kn 00 N M CT M M In 01 01 Q� (� In 00 M M kn kn O� 01 01 00 00 O M 00 M cr) M M M M � to t On tn tn t Qn CT G1 CT O� 01 O\ O� O O O N O N 5 M M M M M M M M M� W) W) W) � O� kn tn kn O� O� Q� O Cj C O O N O M O M CO C O 6 M M M M M M M M M M M M M� M M M� �� `O � \p \O �O O � O O O O O O O 31+80 3 32+50 3 M M M M M M M M� `O \fJ � � `p \O 33 +50 34 +00 34+ M M M M IC 50 35 +00 35 +50 37+00 M M M M M 36 +00 36 +50 37 +50 38 +50 39 +00 39 +50 40 +00 40+50 41 +00 STA 31 +80 - STA 41+0'0 PANAMA LANE - PROFILE III 30' HOR IZ. lit 3' VERT. PEDESTRIAN ACCESS EASEMENT DEDICATED PER FINAL RECORD MAP STA 21 +60 - STA 30 +'75 ASHE ROAD - DIMENSION PLAN NOTE: ❑# REFERS TO CURVE TABLE NUMBERING CURVE TABLE CURVE DELTA LENGTH RADIUS TANGENT BCR STA: BCR OFF: ECR STA: ECR OFF: 1 180 000'00" 21.99' 7.00' 14.00' 26 +33.96 7.00' RT 26 +33.96 7.00' LT 2 36 014'58" 1.27' 2.00' 1.24' 27 +42.27 7.00' RT 27 +43.45 6.61' RT 3 36 014'58" 37.96' 60.00' 37.33' 27 +43.45 6.61' RT 27 +78.49 5.00' LT 4 180 000'00" 3.14 1.00' 2.00' 27 +92.93 5.00' LT 27 +92.93 7.00' LT 5 180 000'00" 3.14' 1.00' 2.00' 27 +94.93 5.00' RT 27 +94.93 7.00' RT 6 95 025'43" 41.46' 25.00' 36.99' 29 +83.96 49.56' LT 30 +08.35 77.37' LT 7 86 038154" 37.81' 25.00' 34.3 P 30 +43.80 74.19' LT 30 +69.18 51.11' LT 1" 30' 14.19'X 90' BAY TAPER 'I' STATION FROM ri- 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 STA:30 +04.02 8.30' LT STA:30 +11.52 8.97' LT STA:30 +19.02 9.19'L z 0 12'X 90' BAY TAPER 'J' 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 STA:30 +19.02 4.27' LT 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- 22.235 24 9. REMOVE & RESET EXISTING SURVEY MONUMENT 10. APPROXIMATE JOINT TRENCH LOCATION. COORDINATE W/ PG &E 358 . . ... . . . . . _... _ . . . . ... . . . . . ... . . . . . ... . . . . ... . . . . . ... . . . . . .. . . . . ... . . . . . ... . . . . . ... . . . . ... . . . . . ... . . . . . ... . . . . ... . . . . . ... . . . . . ... . . . . . . . . . . ... . . . . . . . . . _ . . _ _.. . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . 358 EXISTING GRADE @ EAST. SAW -CUT EDGE (13' R) 357- 357 CONTRACTOR TO VERIFY EXISTING GRADES & ELEVATIONS PROPOSED GRADE @ rL 360 . . ... . . . . .. . . .. . . . . . ... . . . . . .. . . . . . . .. . . . . . ... . . . . . .. . . . . . . .. . . . . . ... . . . . . .. . . . . . . .. . . . . ... . . . . . .. . . . . . . .. . . . . . ... . . . . . .. . . . . . . .. . . . . . ... . . . . . .. . . . . . . .. . . . . . ... . EXISTING GRADE @ rL . . . . . . ... . . . . . .. . . . . . . .. . . . . . ... . . . .. . . . . . . .. . . . . . ... . . . . . .. . . . . . . .. . . . . . 360 �.___ _ _ .. _. _�w.._�_ __ _.. �_ _ _ __ .._ ____.0 _____ __.._.. w..__._ �__ . �__ __._..�__ _____ __ _ ___�..._ ___ �_ _.____ .�__ .4__w __ . _ _ __ _ _ ___ �__ ___ _ _ _ ___ _ ___ �.�_. _� _ _ _ _ .___ �__ _�_ _w _ _ _ .� _._._.... �_...__o._ .__ .._ ... ____. _.�...._ __ . _.._._._ ...m.r _.__..._ __..._... ___..y. __..w___ _. -- - _ W _ 0.21llz0_ �_- p 0.06% - ��... _ �_._ w___ ._.__ __ -_._ ..____ R.._ - 0.08% = 0.08% - _ _ _ -_� _ w- _ _ _ �.__ _ .22% �� O �o MATCH 358- EXISTING ... . . . . . ... . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . ... . . . . . . . . 0.50°/ ........... -0.75% N ASPHALT 41.6' 37.5' to 358 x END OF CURB & GUTTER' 0o O.C, N 00 O.C. 00 A4 rn PROPOSED GRADE @ 4. M M ...... ..... ..... GRADE D ............ ...... ............ ...... ............ ..... ............ ...... ............ .. ... ............ .. N ►� M o `�'' 356 o RAIN N . . . . . . . . ... . . . w ,� . w � w � w � 356 FROM EDGE OF ASPHALT. A-+ U + u O I �' U m NZ U . . . . . . , • � . . . . . . . C • • W ' • � O x W 00 354 . . . . .. . . . . . . . . . . . . . .. . . . . . . .. . . . . . . . . . . . . . .. . . . .. . . . . . . . . . . . . . .. . . . . . . .. . . . . . . . . . . . . . .. . . . . . . .. . . . . . . . . . . . . . .. . . . ° 06 `° 3 54 EG a + ` o U H N o U A M FG cam, M 352- O N M o �0 00 0 00 a� CN 52 00 r'•' N N N M M d. �' � � `p � � N � � � � O � O� `C �, O r+ �O M N N � M d' pp �U kn tn M �? ' t �� N O C O O N w) �p `p �- d- M k k to tn to t tn to kn to to kn kn to to to to In tn kn kn iii t tn to W tn in iii to to �(i to tn iii to kn t� to �1 kn M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M 21 +60 22 +00 22 +50 23 +00 23 +50 24 +00 24 +50 25+00 27 +50 28 +00 28 +50 29 +00 29 +50 30 +00 30 +50 30 +75 STA 21+60 _ STA 30+75 ASHE RO PROFILE AD 1" 30' HORIZ. 1 " 3' VERT. 7 4. STAMP AN "S" INTO CURB FACE OVER EACH SEWER LATERAL 5. STD. HANDICAP RAMP PER CALTRANS STD. PLAN A88A 6. ASPHALT DIKE PER CALTRANS STD. DETAIL A87B - TYPE C tll CURVE TABLE CURVE DELTA LENGTH RADIUS TANGENT BCR STA: BCR OFF: ECR STA: ECR OFF: 1 90 001'33" 31.42' 20.00' 28.29' 14 +82.26 22.01' RT 15 +02.27 42.01' RT 2 66 052'07" 23.34' 20.00' 22.04' 15 +51.88 34.14' RT 15 +70.27 22.00' RT 3 66 052'28" 23.34' 20.00' 22.04' 18 +79.38 22.00' RT 18.98.25 36.39' RT 4 89 059'58" 31.42' 20.00' 28.28' 19 +39.38 42.00' RT 19 +59.38 22.00' RT 00 M 362 . . . . . . . . . . . . ... . . . . . ... . . . . . . . . . . . ... . . . . . ... . . . . . . . . . . . ... . . . . . �� . . . . . ... . . . . . ... . . . . . . . . . . ... . . ° 362 + � .,> 360 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � moww . a � w w N 360 > w ��z �> aw • � � EXISTING GRADE @ CL H CA > 358 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ ._.._r_ _ __.._ _.M __.� __.. _.�._ , _ _._ ..__ _ _ __ __ �.. _ __._ _._.._ __ " ..._.._ __�.. _ . V ... �Q _� ` �__ _ M .__ _ -- _ _ . . . . _ n. �_. _.._.._. _.,_... __...._ _. _.._ _ _w _ .._ _ _ . . . . . . . . . . . . . . . . . " _�_.. � . _ _ ._ y .�....� -- ..__�. w � 0:20°0 8 • � � 0 N M � "M � 0. % M M N p_ -1.2%,0 .7 ' gy� p � 31.4 ' 31.4 ' � 25 O. C. � 25.9 O.C. O.C. O.C• 356 ... . . . . . . . .. . . . . . . . O . . . . . . . . . .. . . . . . . . . . . . . . . .. . . . . . .. . . . . . 'PR OPOSED G RA DE cn � . ... ... ... ... 356 354 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .' �. :w . . . . ... . . . . . .� w . . . . . ... . . . . . ... . . . . a� o0 . . . . . . . . . . . . . . " . 00 . `�. . M . .°°. M . . .' . . . 354 00 d+' + - + 0 . kn + oc +' 352 . . . . . . : . . . . . . . . . . . . . . . . . . :� r___4 o0 . r---t .............................. :. 352 350 ...................................................................................................................................................... w NOTES: * SEE PLAN SHEETS FOR HORIZONTAL EDGE OF PAVEMENT AND R/W TO CENTER :. NOTE: SUBGRADE TO HAVE 95% MIN. COMPACTION PER �rt---_ ASTM D 1557. MOISTURE i RANGE IS -1% MIN. & +3% U�_� � "- �'� � F•44---�; a i-� }=� � 1-.��. MAX. 0.5' TYPE 'A' A.C. over 0.6' CLASS II A.B. over 1.4' min. SCARIFIED, MOISTURE CONDITIONED, & COMPACTED SUBGRADE. N.T.S. ............................... EG FG 348 t� 00 00 00 00 oo 00 `p 00 Q� p� M �n � N '� 00 M M O d- 00 d" .-� M N kn � M `p 00 M N 00 N M M 00 M M M 00 �''� 00 M 348 M � to 0�4 00 OHO 0O OHO 00 d- 00 to 04 N M M M M M M M M M M M M M M M to M M M M M M M kn M �n 00 00 00 00 00 00 00 01 CT kn M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M 12 +50 13 +00 13 +50 V_ 14 +00 55' EXISTING NORTH 15' TO 12' TO - v v - SIDE OF PANAMA STA: 35 +66.34 - 35 +70.34 SAWCUT SAWCUT STA: 32 +69.86 - 35 +66.34 LANE LINE LINE �.-- 2.0% 2.0%. 7 ,a.. �-•-- - �'_._E � _�?- �.:d........ ji y f. $ �.m.� v{ S j._.....,._ $ 3 �.,;........�f v.�.., ui } { ..._( ,......._._yYi , ? ....5 $� ......{ : t..._...__.I ? f � ..,} { E_........_ i_.>....._ ... -�-- i, k ,..«. v,.� ._ ._.,,. to �- ..n.�'�'.1 } � y t ! � ) ;_"' ---- � 3M•. --.-It IS �.. �t _ t i t__ i j ^._....._,� t ...._ E'�$ f .,,_....$ i } 1 .- �"-•w} 5 5r_ � � i f€ � ,,..,[ F t -..-_I CROSS SECTION ARTERIAL - PANAMA LANE AT STA:32+69.86 - 35 +70.34 14 +50 15 +00 � 15' TO NOTES: a, SAWCUT 55' w * SEE PLAN SHEETS EXISTING NORTH LINE *40.51' - 46.31' FOR HORIZONTAL MEDIAN, EDGE OF SIDE OF PANAMA PAVEMENT AND R/W LANE 14' MEDIAN I TO CENTER LINE LAYOUT 20 *VARIES 0' - 1411 - - _ 2.0 %. NOTE: SUBGRADE TO HAVE r - ,-r 71 _ 95% MIN. COMPACTION PER { i.__..p _.W .`.9 3 i. p..._ ........,_, (�.,.,._ g............a s {�....... ;; f 3' ;t ASTM D 1557 MOISTURE _ yt $ -•i 3--•�'-'•� � # • l.m,.,._.I '"k k.,,...., a,,..� 4 ;--_°, ? ; 3--- --� � t€ W. 0 i � F ,'•- --.:.t � ;":- --...� � t--.$ � � � ��f � � �w_I,g , , , � I,�, �_...� r__�$ E ° RANGE I -1 + ° ..f S /o MIN. & 3 /o -;m.. y. 9aµ. - =���_. , _ _,_._. �.._ , �.•'� � ==�:� ► � -s � t; i ; -� ; ° ' `- MAX. CROSS SECTION t 0.5' TYPE 'A' A.C. over 0.6' CLASS II A.B. over 1.4' min. ARTERIAL - PANAMALANE SCARIFIED, MOISTURE CONDITIONED, & COMPACTED SUBGRADE. AT STA: 35+70.34 - 36+77.34 N.T.S. NOTES: 15' TO * SEE PLAN SHEETS EXISTING NORTH SAWCUT *55'- 70' w FOR HORIZONTAL SIDE OF PANAMA LINE *46'- 64' *6' - 9.75' MEDIAN, FLOW LINE LANE AND R/W TO CENTER 21 �, LINE LAYOUT 14' MEDIAN 10 u *VARIES 2'- 24' 6 � 1 z NOTE: SUBGRADE TO HAVE (---2.0% 2.0 % A4 IN. 95% MIN. COMPACTION PER 3. - - 5 QIAX, ASTM D 1557. MOISTURE F tt ,.w _ __i F , _ - --,:__ a ' ,��._ RANGE IS -1% MIN. & +3% f C _ _ @ _ MAX. d k $'W_... ( i Fes.. ".._ -µ...F (( i....•_..,_...., y., j[j+ __...... I i y'°"' { i {... CROSS SECTION 0.5' TYPE 'A' A.C. over 0.6' CLASS II A.B. over 1.4' min. ARTERIAL - PANAMA LANE SCARIFIED, MOISTURE CONDITIONED & AT STA: 36 +77.34 - 50 +00 COMPACTED SUBGRADE. N.T.S. I5 +50 16 +00 16 +50 17 +00 17 +50 18 +00 STA 12 +50 - STA 21 +35 CACTUS PATCH DRIVE - PROFILE 111 1 1" NOTE: PANAMA LN. TI = 9.5, R = 48 ASHE RD. TI = 8.5, R = 48 CACTUS PATCH DRIVE TI = 61 R = 48 55' w *21.27'LT - 7.1 FRT 6 13' TO SAWCUT LINE 2.0 %. 30 HORIZ. 3' VERT. 18 +50 19 +00 19 +50 20 +00 20 +50 21 +00 21 +35 EXISTING EAST SIDE ASHE OF ROAD ! ( { ,r_ -? ,-=: ' t �- ' -�'-�. * SEE PLAN SHEETS $ t } ' -� = ' 'f= ..? { }` ' FOR HORIZONTAL ' 3 I "- �-��' .-� _; ► - _# I � :.; 3 I���_�� � y�� F � I EDGE OF PAVEMENT CROSS SECTION . __. } AND R/W TO CENTER 0.45 TYPE A A.C. over 0.6' CLASS LINE LAYOUT II A.B. over 1.45' min. SCARIFIED, ARTERIAL - ASHE ROAD MOISTURE CONDITIONED, & NOTE: SUBGRADE TO HAVE COMPACTED SUBGRADE_ A T C T A• 11 -i-K C 00 '10) Ac 1 10) Ac n ° Is a W 55' *21.27'- 49.56' I I �--. -- 2.0% 1� S___•I 1 i_.___....1 y I�._.._1 { } 1-H 0.45' TYPE 'A' A.C. over 0.6' CLASS 13' TO SAWCUT LINE IN T 14' MEDIAN *VARIES 0' - 14' 2.0 0• .� II A.B. over 1.45' min. SCARIFIED, MOISTURE CONDITIONED, & COMPACTED SUBGRADE. N.T.S. 951 MIN. COMPACTION PER ASTM D 1557. MOISTURE RANGE IS -1% MIN. & +3% MAX. NOTES: * SEE PLAN SHEETS FOR HORIZONTAL EXISTING EAST MEDIAN, EDGE OF SIDE ASHE OF ROAD PAVEMENT AND R/W TO CENTER LINE LAYOUT - - T1 t � NOT E SUBGRADE TO HAVE Ll _i it14,! - -= j _M► 95% MIN. COMPACTION PER ASTM D 1557. MOISTURE RANGE IS -1% MIN. & +3% MAX. J ARTERIAL - ASHE ROAD AT STA: 26 +26.96 - 29 +83.96 N.T.S. w *55'- 71.89' 13 TO 1*6'- 9.10' *46'- 64' SAWCUT LINE r� w I 1.33' N 14' MEDIAN EXISTING EAST 01 6 *VARIES 21- 2411 SIDE ASHE OF ROAD z 2'0 ° _ 3."y -3 - _ _..Y .._. i � 1 ,.}...•"_.,_, -• � ... s ! ' __ � $ k ... �_ i $ s .». $ # j ._ � j , - � t i ................ i � ry ! 5 S f $ � ... -.... I ? $ �.,,. .... t i i -, ... � } i .,.� { � '?��.,,, ,,,_.T i ~_ -'-�_ _ M 1 F,.._.._._. ��....... { NOTE: SUBGRADE TO HAVE PER 0.45' 95% MIN. COMPACTION 0.45 TYPE 'A'A. C. over 0.6 , CLASS II A.B. over 1.45' min. ASTM D 1557. MOISTURE RANGE I - ° +3% NOTES: SCARIFIED, MOISTURE S 1 /o MIN. & CONDITIONED, & MAX. * SEE PLAN SHEETS COMPACTED SUBGRADE. FOR HORIZONTAL MEDIAN, FLOW LINE CROSS SECTION AND R/W TO CENTER ARTERIAL -ASHE ROAD LINE LAYOUT AT STA: 29 +83.96 - 36 +32.42 N.T.S. PROPOSED WALL SEE STRUCTURAL r w 30' 30 ' w 10' 20' . , 22' 2' 2' o z 5 �---- 2.0% 2.0%. --� I._._. °" � � •-_-- � � � ..� i � ! I e .._.. � ` t � .. . € j � _ __..__ . i { � __.._ ...,. _ C # � ..___.. $ t � ,._...,_._... IF I � ...._...._.,. � � j .- o........,.._ i 9 � 1 3 a ._ � � ! ............._. � � .....,._....� f � } _..._....., $ � a ...._., t ! �.... �w€ r Y � ....� .._ "--•'I �._,."__..� � __, 3 � �---- � i, 1::. :0 r :' � t- -�__._ 1 �____�_ ---� � , __. ! y w i � I��_. � l a � ' � _ __- __.__ -i ��_�' ,- I. � _ -..�� NOTE: SUBGRADE TO HAVE 0.25' TYPE B A.C. over 0.5 0 95 /o MIN. COMPACTION PER CLASS II A.B. over 1 min. ASTM D 1557. MOISTURE SCARIFIED, MOISTURE RANGE IS -1% MIN. & +3% CONDITIONED, & MAX. COMPACTED SUBGRADE. CROSS SECTION LOCAL STREET - CACTUS PATCH DRIVE AT STA: 14 +82.46 - 21+32.05 N.T.S. w NOTES: * SEE PLAN SHEETS FOR HORIZONTAL EDGE OF PAVEMENT AND R/W TO CENTER LINE LAYOUT NOTE: SUBGRADE TO HAVE 95% MIN. COMPACTION PER �rt---_ ASTM D 1557. MOISTURE i RANGE IS -1% MIN. & +3% U�_� � "- �'� � F•44---�; a i-� }=� � 1-.��. MAX. 0.5' TYPE 'A' A.C. over 0.6' CLASS II A.B. over 1.4' min. SCARIFIED, MOISTURE CONDITIONED, & COMPACTED SUBGRADE. N.T.S. � 15' TO NOTES: a, SAWCUT 55' w * SEE PLAN SHEETS EXISTING NORTH LINE *40.51' - 46.31' FOR HORIZONTAL MEDIAN, EDGE OF SIDE OF PANAMA PAVEMENT AND R/W LANE 14' MEDIAN I TO CENTER LINE LAYOUT 20 *VARIES 0' - 1411 - - _ 2.0 %. NOTE: SUBGRADE TO HAVE r - ,-r 71 _ 95% MIN. COMPACTION PER { i.__..p _.W .`.9 3 i. p..._ ........,_, (�.,.,._ g............a s {�....... ;; f 3' ;t ASTM D 1557 MOISTURE _ yt $ -•i 3--•�'-'•� � # • l.m,.,._.I '"k k.,,...., a,,..� 4 ;--_°, ? ; 3--- --� � t€ W. 0 i � F ,'•- --.:.t � ;":- --...� � t--.$ � � � ��f � � �w_I,g , , , � I,�, �_...� r__�$ E ° RANGE I -1 + ° ..f S /o MIN. & 3 /o -;m.. y. 9aµ. - =���_. , _ _,_._. �.._ , �.•'� � ==�:� ► � -s � t; i ; -� ; ° ' `- MAX. CROSS SECTION t 0.5' TYPE 'A' A.C. over 0.6' CLASS II A.B. over 1.4' min. ARTERIAL - PANAMALANE SCARIFIED, MOISTURE CONDITIONED, & COMPACTED SUBGRADE. AT STA: 35+70.34 - 36+77.34 N.T.S. NOTES: 15' TO * SEE PLAN SHEETS EXISTING NORTH SAWCUT *55'- 70' w FOR HORIZONTAL SIDE OF PANAMA LINE *46'- 64' *6' - 9.75' MEDIAN, FLOW LINE LANE AND R/W TO CENTER 21 �, LINE LAYOUT 14' MEDIAN 10 u *VARIES 2'- 24' 6 � 1 z NOTE: SUBGRADE TO HAVE (---2.0% 2.0 % A4 IN. 95% MIN. COMPACTION PER 3. - - 5 QIAX, ASTM D 1557. MOISTURE F tt ,.w _ __i F , _ - --,:__ a ' ,��._ RANGE IS -1% MIN. & +3% f C _ _ @ _ MAX. d k $'W_... ( i Fes.. ".._ -µ...F (( i....•_..,_...., y., j[j+ __...... I i y'°"' { i {... CROSS SECTION 0.5' TYPE 'A' A.C. over 0.6' CLASS II A.B. over 1.4' min. ARTERIAL - PANAMA LANE SCARIFIED, MOISTURE CONDITIONED & AT STA: 36 +77.34 - 50 +00 COMPACTED SUBGRADE. N.T.S. I5 +50 16 +00 16 +50 17 +00 17 +50 18 +00 STA 12 +50 - STA 21 +35 CACTUS PATCH DRIVE - PROFILE 111 1 1" NOTE: PANAMA LN. TI = 9.5, R = 48 ASHE RD. TI = 8.5, R = 48 CACTUS PATCH DRIVE TI = 61 R = 48 55' w *21.27'LT - 7.1 FRT 6 13' TO SAWCUT LINE 2.0 %. 30 HORIZ. 3' VERT. 18 +50 19 +00 19 +50 20 +00 20 +50 21 +00 21 +35 EXISTING EAST SIDE ASHE OF ROAD ! ( { ,r_ -? ,-=: ' t �- ' -�'-�. * SEE PLAN SHEETS $ t } ' -� = ' 'f= ..? { }` ' FOR HORIZONTAL ' 3 I "- �-��' .-� _; ► - _# I � :.; 3 I���_�� � y�� F � I EDGE OF PAVEMENT CROSS SECTION . __. } AND R/W TO CENTER 0.45 TYPE A A.C. over 0.6' CLASS LINE LAYOUT II A.B. over 1.45' min. SCARIFIED, ARTERIAL - ASHE ROAD MOISTURE CONDITIONED, & NOTE: SUBGRADE TO HAVE COMPACTED SUBGRADE_ A T C T A• 11 -i-K C 00 '10) Ac 1 10) Ac n ° Is a W 55' *21.27'- 49.56' I I �--. -- 2.0% 1� S___•I 1 i_.___....1 y I�._.._1 { } 1-H 0.45' TYPE 'A' A.C. over 0.6' CLASS 13' TO SAWCUT LINE IN T 14' MEDIAN *VARIES 0' - 14' 2.0 0• .� II A.B. over 1.45' min. SCARIFIED, MOISTURE CONDITIONED, & COMPACTED SUBGRADE. N.T.S. 951 MIN. COMPACTION PER ASTM D 1557. MOISTURE RANGE IS -1% MIN. & +3% MAX. NOTES: * SEE PLAN SHEETS FOR HORIZONTAL EXISTING EAST MEDIAN, EDGE OF SIDE ASHE OF ROAD PAVEMENT AND R/W TO CENTER LINE LAYOUT - - T1 t � NOT E SUBGRADE TO HAVE Ll _i it14,! - -= j _M► 95% MIN. COMPACTION PER ASTM D 1557. MOISTURE RANGE IS -1% MIN. & +3% MAX. J ARTERIAL - ASHE ROAD AT STA: 26 +26.96 - 29 +83.96 N.T.S. w *55'- 71.89' 13 TO 1*6'- 9.10' *46'- 64' SAWCUT LINE r� w I 1.33' N 14' MEDIAN EXISTING EAST 01 6 *VARIES 21- 2411 SIDE ASHE OF ROAD z 2'0 ° _ 3."y -3 - _ _..Y .._. i � 1 ,.}...•"_.,_, -• � ... s ! ' __ � $ k ... �_ i $ s .». $ # j ._ � j , - � t i ................ i � ry ! 5 S f $ � ... -.... I ? $ �.,,. .... t i i -, ... � } i .,.� { � '?��.,,, ,,,_.T i ~_ -'-�_ _ M 1 F,.._.._._. ��....... { NOTE: SUBGRADE TO HAVE PER 0.45' 95% MIN. COMPACTION 0.45 TYPE 'A'A. C. over 0.6 , CLASS II A.B. over 1.45' min. ASTM D 1557. MOISTURE RANGE I - ° +3% NOTES: SCARIFIED, MOISTURE S 1 /o MIN. & CONDITIONED, & MAX. * SEE PLAN SHEETS COMPACTED SUBGRADE. FOR HORIZONTAL MEDIAN, FLOW LINE CROSS SECTION AND R/W TO CENTER ARTERIAL -ASHE ROAD LINE LAYOUT AT STA: 29 +83.96 - 36 +32.42 N.T.S. PROPOSED WALL SEE STRUCTURAL r w 30' 30 ' w 10' 20' . , 22' 2' 2' o z 5 �---- 2.0% 2.0%. --� I._._. °" � � •-_-- � � � ..� i � ! I e .._.. � ` t � .. . € j � _ __..__ . i { � __.._ ...,. _ C # � ..___.. $ t � ,._...,_._... IF I � ...._...._.,. � � j .- o........,.._ i 9 � 1 3 a ._ � � ! ............._. � � .....,._....� f � } _..._....., $ � a ...._., t ! �.... �w€ r Y � ....� .._ "--•'I �._,."__..� � __, 3 � �---- � i, 1::. :0 r :' � t- -�__._ 1 �____�_ ---� � , __. ! y w i � I��_. � l a � ' � _ __- __.__ -i ��_�' ,- I. � _ -..�� NOTE: SUBGRADE TO HAVE 0.25' TYPE B A.C. over 0.5 0 95 /o MIN. COMPACTION PER CLASS II A.B. over 1 min. ASTM D 1557. MOISTURE SCARIFIED, MOISTURE RANGE IS -1% MIN. & +3% CONDITIONED, & MAX. COMPACTED SUBGRADE. CROSS SECTION LOCAL STREET - CACTUS PATCH DRIVE AT STA: 14 +82.46 - 21+32.05 N.T.S. PEDESTRIAN ACCESS EASEMENT DEDICATED PER FINAL RECORD MAP CALTRANS DETAIL 27B R26 (CA) RI STA:29 84.31 STA:30+69.29 CALTRANS OFF:46. 8'LT OFF: 45.1 FLT 00 A ) STA:27+33.96 I DETAIL 27B GORE STRIPING R26 CA A,/ IN&P, OFF: 19. 00' LT "offiff" I I illillillillillllllllIIIIIIIIIIIIIIIIIIIIIIilllllllllllllllllllllll..----OR" R26 (CA) STA:24+99.52 CALTRANS OFF:0.96'LT STA:26+33.96 STA:26+33.96 STA:27+94.93- ..----01"11111111111illillilillillillillllIIIIIIIIIIIII - OFF:7.00'LT DETAIL 3 8 STA:29+09.85 \Lo OFF:7.00'LT OFF: 19.00' LT 2 1 2+00 23 00 95+00 uu _'\ - K'l I 2"1+UU R-5-1 28+uu 29+00 OFF:7.00'LT I sm 141 - - I --- I CL- Ogg-!!! 71� R6-1 TYPE Q(CA) 5 7,g-.-.,fp wommommum� - ii: C" -11111111jr---"4% IN \1/ a cn livill MARKER ==wm� OFF:8.15'RT 0 -CALTRANS CALTRANS SAWCUT LINE STA:25+91.56 STA:26+33.96 ASHE ROAD 17STA-.27+94.93 CALTRANS -7-STA:29+09.85 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 CALTRANS STA:25+91.56 STA:26+91.49 STA:25+26.47 DETAIL 39 \v .... ... .. ... ... ... OFF:43.25'RT OFF:42.00'RT \V 1',�OFF:42.00'RT STA:27+94.93 SAWCUT LINE _ti ... ... ............ ... . ... ...... ... ... ........... ...... ... ... . ... ... .. OFF:30.00'RT ... ... .... ... ... ....... !T Ef �l OFF:42.001 RT STA:25+91.56 STA:26+91.49 . ... ...... ... ... . --C,---ALTRAN-S- .... .. ....... CALTRANS I\\- Nhhl I .... ....... . ..... OFF:47.00'RT OFF. 47.00 STA:21+93.79 JT 1\ It OFF:42.00'RT DETAIL 39 DETAIL,_3,8__-_ .. . .... ... ... ......... *Am - --- -------- OFF:42.98'RT BIKE LANE PAVEMENT MARKING - r--..T _�__. - - ..�.�. _ _ __..__ - - -� - - �. _ _ Z' 11 " � goo an am wwmmmw� no am OWN NOTE: REFERS TO CURVE TABLE NUMBERING 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 STRIPING PLAN SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING. 5. ALL STRIPING TO BE WATERBORNE PAINT PEDESTRIAN ACCESS EASEMENT T1lwl" 71 TT T1 _w"_w_w 'T, ♦ _w T1 " 'w_.. 'W_1 'm 'w ♦ -N-11. rl*� 06 TYPE III BARRICADE WITH OM 1-3 MARKER AND 3 TYPE OM 2 2V(TYP.) STA 21+65 STA 30+75 ASHE ROAD - STRIPING & SIGNAGE PLAN 1 11 301 MATCHLINE -SHEET SD8.6 z 0 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" 134.631 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" 1 5.12 20.001 5.121 1 30+09.36 1 5.65' LT 30+14.42 5.00'RT L NOTE: EXISTING STRIPING FOR SOUTHBOUND LANES TO BE --X.L I OFF:25.00'RT 41101 X -Lvl DETAIL 3 8A S _T33_+5_ - T 6.35 OFF:52.00'RT NOTE: STA:35+57.23 EXISTING STRIPING FOR NORTHBOUND LANES TO REMAIN OFF:64.69'RT ...................... ...... ...... ........... .............. STA:35+69.76 OFF:71.82'RT .... .... ... STA 30+75 - STA 40+0.0 ASHE ROAD - STRIPING & SIGNAGE PLAN 1" 301 14+8246 13+00 . 15+00 CACTUS PATCH DRIVE ............ ... . ............. ... ...... . ... .. ........... .. .. 16+��........ ............... ... ..... ......... .................. ........ 18+00 . ............. ... ...... ........ ... ........... ......... ... 19+00 ............ . ...... ........... ......... ..... ... ........17+00.............. ............... ... ......... - ... . ......... .. . . ............... ... .. ............. .. .... ........ .. ........ "I 10 ------------ ------------- -- -- - ----- ------------------------ ------- ----------------------- wvw -- - ---- - -- --- -- --- ------ - -------------- - ---------- ------ - _ ---------- STA 12+50 STA 21+35 CACTUS PATCH DRIVE - STRIPING & SIGNAGE PLAN 1" 301 ........... VERIFY STRIPING END POINTS & COORDINATE WITH FIELD ENGINEER ....... ..... MATCHLINE -SHEET SD8.6 CALTRANS /` ' DETAIL 27B 12' STA: 36+58.67 :14 OFF:80.00'RT TAPE GORE -Naftow", 20+00 4 21+ 0 1 + R6 CALTRANS---J DETAIL 22 CALTRANS DETAIL 38 RI-1 'd7 R54. R26 (CA) "N NOTE: D REFERS TO CURVE TABLE NUMBERING TYPE Y ( T- I AM, AOL MATCHLINE -SHEET SD8.6 STRIPING CURVE TABLE NEW ROAD CURVE DELTA LENGTH RADIUS TANGENT BCR STA: BCR OFF: ECR STA: ECR OFF: 1 2302114411 19.57' 48.00' 19.44' 20+59.85 4.34'RT 20+79.05 11.021 RT 40+00 REVISIONS ARCH. PROJECT NO. WIN119NEW DRAWN RI, MP, JG CHECKED M SN SUBMITTAL DATES 02/27/13 05/09/13 06/24/13 OTB DATE 04/19/13 CRITERIA SET 97KW-CR22 Aw o� wOMU o 0 00 00 o N No.46765 cjvj'v c 0 0 o w _ o�� �w � 0 (0= 00 SHEET TITLE ASHE ROAD & CACTUS PATCH DRIVE STRIPING & SIGNAGE PLAN SH!, ET SDQ 7 7`7 tta