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HomeMy WebLinkAbout6.1-1898A.C. PAVING TESTING NOTES: SP7-39.01 7-1. ASPHALT CONCRETE (TYPE 'A'). 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, "HOT MIX ASPHALT," 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 SHALL CONFORM TO THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE," OF THE SPECIFICATIONS FOR 3/4" MAXIMUM, MEDIUM GRADING. ASPHALT BINDER FOR TYPE A (MODIFIED) ASPHALT CONCRETE SHALL BE PG 64-10 VISCOSITY GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. ASPHALT BINDER FOR TYPE B (MODIFIED) ASPHALT CONCRETE SHALL BE PG 64-10 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 DETERMINER 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 ENGINEER'S 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 TEST RESULTS SHOULD NOT BE OLDER THAN ONE (1) YEAR. C. AN ASPHALT CONCRETE MIX DESIGN DETERMINED IN ACCORDANCE WITH 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 D2041. THE ASPHALT CONCRETE MIX SHALL MEET THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. IF THE DATA SUBMITTED SHOWS THAT THE MATERIALS ARE SUBSTANTIALLY THE SAME 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 EXISTING 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 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 SEAMS SHALL BE LOCATED TO MATCH DESIGNED TRAFFIC LANE 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 CONNECTIONS 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. THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL BE DETERMINED BY: A. A PROPERLY CALIBRATED NUCLEAR ASPHALT TESTING DEVICE IN THE FIELD, OR B. ASTM D1188 WHEN SLABS OR CORES ARE TAKEN FOR LABORATORY TESTING. ZINC STEARATE MAY BE SUBSTITUTED WITH PARAFFIN. IN CASE OF DISPUTE, METHOD B ABOVE SHALL BE USED. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS 0.15 FOOT OR 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 GREATER 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 ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM 92 PERCENT OF THE MAXIMUM THEORETICAL DENSITY AS DETERMINED BY ASTM D-2041. IN -PLACE DENSITY SHALL BE DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 375. IF THE IN -PLACE DENSITY OF ANY LOT OF ASPHALT CONCRETE IS LESS THAN 92 PERCENT OR GREATER 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 THAT 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 CONTRACTOR'S EXPENSE. THE CONTRACTOR SHOULD BE AWARE OF EXISTING SEWER AND STORM DRAIN MANHOLES WITHIN THE ROADWAY. 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 CONTRACTOR'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 LONGITUDINAL 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 UNIFORM 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 DEVELOPER'S EXPENSE. THE FOG SEAL COAT SHALL BE EITHER REJUVENATING AGENT OR ASPHALTIC EMULSION AS DIRECTED BY THE ENGINEER. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/SUBDIVIDER/CONTRACTOR. THE NUMBER & LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CALTRANS ENGINEER. NOTE: 95% COMPAC1ON AT LEAST 1' ON EACH SIDE OF CROSS GUTTERS. STANDARD NOTES 1. ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS AND BENCHMARK: SPECIFICATIONS OF CALTRANS. 2. THE FOLLOWING CALTRANS STANDARDS SHALL BE CONSIDERED PART OF THESE PLANS: BENCHMARK DISK STAMPED - Q 1157 RESET 1969 A87A, D72, D73, A74, ES-6E, D74B, A74, D74C, D77A, D78A, A20A, A20B, AT OLD RIVER, AT THE JUNCTION OF STATE HIGHWAY 119 AND OLD RIVER A20C, A20D, A24A, A24B, A62D, A62DA, A73A, A88A. ROAD, IN THE TOP OF THE EAST END OF THE NORTH CONCRETE HEAD WALL 3. REFER TO INDIVIDUAL STREET SECTION FOR PAVEMENT SECTION. OF TRIPLE CONCRETE BOX CULVERT B 11.44 OVER STGE CANAL, 19 1/2 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 50 FEET WEST OF THE EXTENDED CENTER LINE OF OLD RIVER ROAD LEADING SOUTH, 64 FEET EAST 4. INSTALL STANDARD SURVEY MONUMENT FRAME AND COVER PER CALTRANS OF THE CENTER LINE OF OLD RIVER ROAD LEADING NORTH, AND ABOUT STD. A74. LEVEL WITH THE HIGHWAY. OO TO BE INSTALLED 0 EXISTING ELEVATION = 343.30 (U.S.G.S. DATUM NAVD 88) 5. INSTALL TRAFFIC CONTROL SIGNS PER CALTRANS STANDARD. INSTALL STANDARD STREET NAME SIGNS PER CALTRANS STANDARD. INSTALL METRO SIZE ED INSTALL LED STREET LIGHET AS SPECIFIEDET NAME SIGNS E INC.O.BLTS RANS TANARD. SPECIAL BASIS OF BEARING: PROVISIONS SECTION 86-6.01 OF WHICH MODELS INCLUDE: A. HOLOLPHANE LVUI SERIES B. LEO TEK GCI SERIES THE BEARING OF N89'04'33"W, FOR THE SOUTH LINE OF THE C. CREE XSP SERIES SOUTHWEST 1/4 OF SECTION 34, T.30 S., R.27 E. M.D.M. AS SHOWN ON FILED MAP NO. 7-1 BK. 6, PG. 27, WAS USED AS THE BASIS OF BEARINGS HEREON. 6. INSTALL TYPE "A2' CURB AND GUTTER, PER CALTRANS STANDARDS A87A, ON ALL STREETS UNLESS OTHERWISE NOTED. 7. INSTALL 5.5' SIDEWALK ON ALL STREETS UNLESS OTHERWISE NOTED. 8. INSTALL ADD111ONAL # 3-1/2 PULL BOX FOR STREET LIGHTS AT P.G.& E. SERVICE POINT. ALL PULL BOXES TO BE INSTALLED ON A GRAVEL BED A MINIMUM OF 6" THICK. 9. ALL MANHOLE AND LAMPHOLE FRAME AND COVERS SHALL BE SET 1/4" BELOW POST MILE MAR PAVEMENT GRADE. 28.35 - 10. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED AT LEAST 2 WORKING -_- DAYS PRIOR TO CONSTRUCTION. 1-800-227-2600. 11. WARNING/REGULATORY SIGNS: SIGN PANELS SHALL BE MOUNTED ON POSTS WITH HAWKINS M2G SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR EQUAL. ROADSIDE SIGNS INSTALLED PER CALTRANS STD. SHALL BE LOCATED WITHIN SIDEWALK 6" FROM BACK. 12. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPT. FOR ANY WORK PERFORMED WITHIN EXISTING CITY OF BAKERSFIELD ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE CITY OF BAKERSFIELD RIGHT-OF-WAY AND INSURANCE SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. 13. AGGREGATE BASE: AGGREGATE BASE MATERIAL FOR ARTERIAL & COLLECTOR ROADWAYS 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". AGGREGATE BASE SHALL BE FURNISHED AND PLACED IN ACCORDANCE WITH THE CONTRACT PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION AND THESE DETAILED SPECIFICATIONS. AGGREGATE BASE SHALL BE GRADED TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D-1557. 14. SUBGRADE PREPARATION: THE CONTRACTOR SHALL FINE GRADE AND COMPACT STREET SUBGRADE IN ACCORDANCE WITH THE CONTRACT PLANS, CALTRANS REQUIREMENTS AND STANDARD SPECIFICATIONS. SUBGRADE SHALL BE GRADED TO WITHIN THE CALTRANS TOLERANCES AND COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D-1557. 15. ANY TRENCHING TO BE CONDUCTED SHALL BE BACKFILLED & COMPACTED PER CALTRANS STANDARD. 16. DUST CONTROL CONTRACTOR SHALL OBTAIN A COPY OF THE DUST CONTROL PLAN (DCP) FOR THIS PROJECT FROM THE DEVELOPER, AND SHALL KEEP A COPY ON SITE AT ALL TIMES. FOR THE DURATION OF CONTRACTOR'S OCCUPANCY OF THE SITE, CONTRACTOR IS REQUIRED TO COMPLY NTH THE PROVISIONS OF SAID PLAN. 17. STORM WATER POLLUTION PREVENTION CONTRACTOR SHALL OBTAIN A COPY OF THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) FOR THIS PROJECT FROM THE DEVELOPER, AND SHALL KEEP A COPY ON SITE AT ALL TIMES. FOR THE DURA11ON OF CONTRACTOR'S OCCUPANCY OF THE SITE, CONTRACTOR IS REQUIRED TO COMPLY WITH THE PROVISIONS OF SAID PLAN. 18. CONSTRUCTION OPERATIONS SHALL BE ACTIVELY IN PROGRESS ONLY BETWEEN THE HOURS OF 9:00 A.M. - 4.00 P.M., MONDAY THROUGH FRIDAY, EXCEPT LEGAL HOLIDAYS. WHERE CONSTRUCTION OPERATIONS ARE ACTIVELY IN PROGRESS, A MINIMUM OF ONE TRAFFIC LANE, NOT LESS THAN TWELVE FEET IN WIDTH, SHALL BE OPEN FOR USE BY PUBLIC TRAFFIC. WHERE CONSTRUCTION OPERATIONS ARE NOT ACTIVELY IN PROGRESS, NOT LESS THAN TWO SUCH LANES SHALL BE OPEN FOR USE BY PUBLIC TRAFFIC. PUBLIC TRAFFIC MAY BE PERMITTED TO USE THE SHOULDERS AND, IF HALF -WIDTH CONSTRUCTION METHODS ARE USED, MAY ALSO BE PERMITTED TO USE THE SIDE OF THE ROADBED OPPOSITE TO THE ONE UNDER CONSTRUCTION. NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR ANY SHAPING OF SHOULDERS NECESSARY FOR THE ACCOMMODATION OF PUBLIC TRAFFIC THEREON DURING PAVING OPERATIONS. IN ORDER TO EXPEDITE THE PASSAGE OF PUBLIC TRAFFIC THROUGH OR AROUND THE WORK AND WHERE ORDERED BY THE ENGINEER, THE CONTRACTOR SHALL, AT HIS OWN EXPENSE, FURNISH, INSTALL AND MANTAIN CONSTRUCTION AREA SIGNS, LIGHTS, FLARES, TEMPORARY RAILING (TYPE K), BARRICADES, AND OTHER FACILITIES FOR THE SOLE CONVENIENCE AND DIRECTION OF PUBLIC TRAFFIC. ALSO, WHERE DIRECTED BY THE ENGINEER, THE CONTRACTOR SHALL FURNISH COMPETENT FLAGMEN WHOSE SOLE DUTIES SHALL CONSIST OF DIRECTING THE MOVEMENT OF PUBLIC TRAFFIC THROUGH OR AROUND THE WORK. 19• REMOVE TRAFFIC STRIPES AND PAVEMENT MARKINGS. TRAFFIC STRIPES AND PAVEMENT MARKINGS TO BE REMOVED WILL BE AS SHOWN ON PLANS AND AS DESIGNATED BY THE ENGINEER. TRAFFIC STRIPES AND PAVEMENT MARKINGS SHALL BE REMOVED TO THE FULLEST EXTENT POSSIBLE FROM THE PAVEMENT BY ANY METHOD THAT DOES NOT MATERIALLY DAMAGE THE SURFACE OR TEXTURE OF THE PAVEMENT OR SURFACING. WHERE BLAST CLEANING IS USED FOR THE REMOVAL OF PAINTED TRAFFIC STRIPES AND PAVEMENT MARKINGS, THE AREA SHALL BE SHIELDED SO THAT NO MATERIAL FROM THE BLASTING OPERATION IS ALLOWED TO ENTER THE AREA THAT IS OPEN TO THE PUBLIC TRAFFIC. SAND OR OTHER MATERIAL DEPOSITED ON THE PAVEMENT AS A RESULT OF REMOVING TRAFFIC STRIPES AND MARKINGS SHALL BE REMOVED AS THE WORK PROGRESSES. ACCUMULATIONS OF SAND OR OTHER MATERIAL WHICH MIGHT INTERFERE NTH DRAINAGE OR MIGHT CONSTITUTE A HAZARD TO TRAFFIC WILL NOT BE PERMITTED. TRAFFIC STRIPES SHALL BE REMOVED BEFORE ANY CHANGE IS MADE IN THE TRAFFIC PATTERN. BLAST CLEANING FOR REMOVAL OF TRAFFIC STRIPES SHALL BE FEATHERED OUT TO IRREGULAR AND VARYING WIDTHS. PAVEMENT MARKINGS SHALL BE REMOVED BY BLAST CLEANING A RECTANGULAR AREA, RATHER THAN JUST LETTERING OR MARKINGS, SO THE OLD MESSAGE CANNOT BE IDENTIFIED. AFTER REMOVAL OF TRAFFIC STRIPES AND PAVEMENT MARKINGS, A FOG SEAL COAT SHALL BE APPLIED IN CONFORMANCE WITH THE PROVISIONS IN SECTION 37, "BITUMINOUS SEALS", OF THE STANDARD SPECIFICATIONS AND THE FOLLOWING: IN TRAFFIC STRIPE REMOVAL AREAS, THE FOG SEAL COAT SHALL BE APPLIED OVER THE TRAFFIC STRIPE REMOVAL AREA AND TO IRREGULAR AND VARYING WIDTHS WITH AN AVERAGE WIDTH OF 2 FEET ON EACH SIDE OF THE BLAST CLEANED TRAFFIC STRIPE REMOVAL AREA. IN PAVEMENT MARKING REMOVAL AREAS, THE FOG SEAL COAT SHALL BE APPLIED TO THE BLAST CLEANED RECTANGULAR AREA. FULL COMPENSATION FOR FURNISHING AND APPLYING FOG SEAL AS SPECIFIED HEREIN SHALL BE CONSIDERED AS INCLUDED IN THE CONTRACT PRICE PAID PER SQUARE FOOT FOR REMOVAL OF TRAFFIC STRIPE AND PAVEMENT MARKING AND NO SEPARATE PAYMENT WILL BE MADE THEREFOR. NOTHING IN THESE SPECIAL PROVISIONS SHALL RELIEVE THE CONTRACTOR FROM HIS RESPONSIBILITIES AS PROVIDED IN SEC11ON 7-1.09, "PUBLIC SAFETY," OF THE STANDARD SPECIFICATIONS. TRAFFIC STRIPES AND PAVEMENT MARKINGS. TRAFFIC STRIPES AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC AND SHALL CONFORM TO SEC11ON 84-2, "THERMOPLASTIC TRAFFIC STRIPES AND PAVEMENT MARKINGS," OF THE STANDARD SPECIFICATIONS. PAVEMENT MARKERS. PAVEMENT MARKERS SHALL CONFORM TO SECTION 85 "PAVEMENT MARKERS" OF THE STANDARD SPECIFICATIONS. TRAFFIC DELINEATION. IMMEDIATELY AFTER ANY CONSTRUCTION OPERATIONS WHERE TRAFFIC DELINEATION IS OBLITERATED OR WHEN DIRECTED BY THE ENGINEER, THE CONTRACTOR SHALL REPLACE ALL OBLITERATE PAVEMENT DELINEATION WITH TEMPORARY DELINEATION DURING THE SAME WORK PERIOD, AND IN NO CASE LATER THAN 7:30 A.M. FOLLOWING SUCH WORK PERIOD. TEMPORARY DELINEATION CONSISTS OF REFLECTIVE TRAFFIC LINE TAPE APPLIED IN PIECES NOT LESS THAN 4 INCHES LONG NOR LESS THAN 4 INCHES WIDE, SPACED NO MORE THAN 20 FEET APART ON TANGENTS AND NO MORE THAN 10 FEET APART ON CURVES. APPLY REFLECTIVE TRAFFIC LINE TAPE IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. TEMPORARY DELINATION MUST BE THE SAME COLOR AS THE PERMANENT DELINEATION. REMOVE TEMPORARY DEUNEA11ON APPLIED TO ASPHALT CONCRETE PATCHES IMMEDIATELY PRIOR TO APPLYING ASPHALTIC EMULSION TACKCOAT FOR ASPHALT CONCRETE OVERLAY. TRAFFIC STRIPES AND PAVEMENT MARKINGS SHALL CONFORM TO SECTION 84, "TRAFFIC STRIPES & PAVEMENT MARKINGS," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. TRAFFIC STRIPES AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC AND SHALL CONFORM TO SECTION 84-2, "THERMOPLASTIC TRAFFIC STRIPES AND PAVEMENT MARKINGS'. ALL THERMOPLASTIC PAINT SHALL BE PER CALTRANS STANDARD SPECIFICATION ON SECTION 84, CURRENT EDITION. PAVEMENT MARKERS SHALL CONFORM TO SECTION 85 "PAVEMENT MARKERS," AND THESE SPECIAL PROVISIONS: PAVEMENT MARKERS SHALL BE PLACED WITH RAPID SET EPDXY PER SECTION 95-2.04 OF THE STANDARD SPECIFICATIONS. CITY OF BA K.ERSFIELD KERN COUNTY CALIFORNIA OFFSITE STREET IMPROVEMENT AND STORM DRAIN PLANS FOR TAFT HIGHWAY (STATE ROUTE, V17-KER119) ASHE ROAD MOUNTAIN RIDGE DR. 33�-'"A UNrr\'4 23V.I.",-.._L. v � / 11 ]0 ` � UNIT'3KER -..�-_NTCT 6758 '- - - - .:.::::::::_:.: TRACT Ii491 21...... .............._ rr �. _......__....._ __. N _._ SHE S Lac - - _ - SHWE�-S s� & � POST MILE MARKER - -- __ _ __ __ 28.85 \ _.._._..._._. _ ______ ____ _L_................. __.._.....__.....__ .__...__...........SR-119 TAFT HIGHWAY.._._........._......._._........._.._._.......__..._..._.._____........... �...... �._.........................���_____........._..........-....---�>- .-........... n> --_�'= ...... _............_ _..... . ,+��- - -- - - - - - -- - - - _ - - �• - - � - - - � `SNOT A PART � _.. 1 11 12 13 14 15 - � a i 10 16 6 9 - 10 11 '12 13 14 15 16 17 19 �? 18 20 21 22 23 : 24 ' 25 26 27 28 x 9 B7 4 5 6 7 29 30 31 32 33 NOT A PART 8 VEST. TENT. TR. 6969 VEST. TENT. TR. 6759 , 34 35 ASHE ROAD uNrr 1 uNTr 5 MOUNTAIN RIDGE DR. KEY MAP SCALE: 1 "=200' LEGEND. FL ABBREVIATIONS FLOWUNE POVC POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVA11ON EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE EC END CURVE TC TOP OF CURB PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE GB GRADE BREAK R/W RIGHT-OF-WAY H.M.A. HOT MIX ASPHALT E.T.W. EDGE OF TRAVEL WAY E.P. EDGE OF PAVEMENT QQ FURNISH & INSTALL SURVEY MONUMENT PER CALTRANS STD. A74-TYPE D - EXISTING SURVEY MONUMENT +• FURNISH & INSTALL STREET SIGN PER CALTRANS STANDARD. FURNISH & INSTALL METRO STREET SIGN PER CALTRAN'S STANDARD. -o- FURNISH & INSTAL_ STREET UGHT-5800 LUMEN PER CALTRANS STD. ES-6E. -� FURNISH & INSTALL STREET UGHT-22000 LUMEN PER CALTRANS STD: ES-6E. -o FURNISH & INSTALL STREET UGHT-9500 LUMEN CALTRANS STD. ES-6E. R1-1 FURNISH & INSTAL_ TRAFFIC SIGNS PER CALTRANS STANDARD. 'R1-1" - STOP 'W3-1" - STOP AHEAD "R6-1" - ONE WAY "S5-2' - END SCHOOL ZONE "R5-1' - DO NOT ENTER "S4-2' - WHEN CHILDREN ARE PRESENT 'R26(CA)" - NO PARKING 'S4-3' - SCHOOL "R3-5R" - RIGHT TURN ONLY 'R2-1" - SPEED UMIT 20 'R4-7" - KEEP RIGHT "W73A(CA)" - RIGHT LANE TURNS RIGHT AHEAD 'R81(CA)" - BIKE LANE "W31(CA)- - END W/OM4-3 MARKER 'W14-1" - DEAD END NOTE: "W14-2" - NO OUTLET SIGN NUMBERS ARE FEDERAL CODES 'Wi-7" - DOUBLE ARROW UNLESS OTHERWISE INDICATED BY V-6' - SINGLE ARROW (CA). (CA) INDICATES CALIFORNIA 'W1-1" - CURVE ARROW CODES. "W3-3" - SIGNAL AHEAD -- D CONSTRUCT STORM DRAIN - PER CALTRANS STDS. ® CONSTRUCT STORM DRAIN MANHOLE - PER CALTRANS STDS. CONSTRUCT CATCH BASIN - TYPE GO PER CALTRANS STD. D74B. -- -- -_ TRACT BOUNDARY w WATER UNE-SEE SEPARATE PLAN PROPOSED EDGE OF PAVEMENT - - - - - - - - - - - PROPOSED SAWCUT LIMIT UNE U JOINT UTILITY TRENCH TR5 FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT W/ TR5=NO. 5 SIZE O1 CURVE NUMBER FOR CURVE DESCRIPTION ® ITEM OF WORK - SEE SCHEDULE SEC11ON DESIGNATION: SECTION LETTER IL _2 SHEET WHERE SECTION IS SHOWN VIVIIVI I I IVImr_ N.T.S. INDEX OF SHEETS SHEET TITLE 1. COVER SHEET 2. SR-119 STREET AND STORM DRAIN PLANS (STA. 10+00.00 C.L. TO STA. 22+00.00 C.L.) 3. SR-119 STREET AND STORM DRAIN PLANS (STA. 22+00.00 C.L. TO STA. 36+42.50 C.L.) 4. SR-119 STRIPING PLAN (STA. 10+00.00 C.L. TO STA. 36+42.50 C.L.) 5. TYPICAL STREET SECTIONS 6. STANDARD STORM DRAIN NOTES 7. 25 FT. STREET CROSS SECTIONS (STA. 10+88.08 C.L. TO STA. 17+50.00 C.L.) 8. 25 FT. STREET CROSS SECTIONS (STA. 17+75.00 C.L. TO STA. 23+00.00 C.L.) 9. 25 FT. STREET CROSS SECTIONS (STA. 23+25.00 C.L. TO STA. 28+25.00 C.L.) 10. 25 FT. STREET CROSS- SECTIONS (STA. 28+50.00 C.L. TO STA. 29+81.33 C.L.) SCALE: 1' - 200' too 50 0 100 NOTE: L ALL WORK IN THE STATE RIGHT OF WAY WILL BE CONTROLLED AND INSPECTED BY CALTRANS PERMITS DEPT. TO THE CURRENT STANDARDS. 2. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, CALTRANS CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. - 3. COMPACTION TESTS WILL BE THE SUBDIVIDERS RESPONSIBILITY. NUMBER AND LOCATION OF THE TESTS TO BE DETERMINED BY THE CALTRANS FIELD REPRESENTATIVE. 4. ALL MATERIALS SUPPLIED FOR THIS PROJECT WILL REQUIRE A CERTIFICATE OF COMPLIANCE STATING THAT THE REQUIREMENTS & STANDARDS AS SET FORTH BY CALTRANS HAVE BEEN MET. LIST OF MATERIALS ITEM UNIT TAFT HIGHWAY OFF -SITE A.C. PAVING TONS 3195 AGG. BASE CUYD 2720 SUBGRADE PREPARATION CUYD 2448 CURB AND GUTTER LF 1115 SIDEWALK SQFT 6134 TRAFFIC CONTROL SIGNS EA 6 STREET LIGHT-9500 LUMEN EA 2 SAW CUT LF 2092 PAVEMENT DISPOSAL AREA SQFT 15259 24" RGJ-RCP LF 873 OUTLET STRUCTURE EA 1 TYPE "GO" CATCH BASIN EA 2 STORM DRAIN MANHOLE EA 3 HIGHWAY LENGTH LF 198 200 N (�= 1 Lb Q U �- 5 a 0 0�uuti �Illn Know what's below. - Call before you dig. O Z X J o „ STATION DESCRIPTION: o o - w o:JH o, o <,x �3 J� a II ❑ BEGIN 24' DRAIN LINE o >� = j oin o J � o O• o ►:, i �- H 1 11 11 Op 11 II PLEASE REFER TO �o �� Lo Q M �; O o o J J W O JO W J STA. 18+76.08, C.L.56.90LT. J J to J ap j J" SEPARATE ASHE ROAD Q n :ti o `A o 0 o Z o o O z o O o n o zo J o Uo to o / t?;:- JJ M� JM F- JM J Jim 3 o I -' 4 Ld ri -' N 2❑ END 24 DRAIN UNE o d o U N �, II >a o - I v \ 11 W w c5 0 J J -j Ln 3 r- N d m STA. 18+93.13, C.L.6.59LT. Lo , Lo ad Lri o ®� ♦ 1 II It II STREET IMPROVEMENT PLANS 3m uad o °� d 0 3 d °° Ln .1 ap Ln ♦ I _ r= 1 ' LY d' LO L00 Li U LL.: 'ram W U F- J ^ W L:.S U _1 F; _l to -! O • 3 3 3 Lf) M> J > I--' (.�-- r-' - J J J / I moo F-moa woM.a°ca 30 oo 3 Liv^ ¢vLWL_ �-JLon 3ci lei _a, W V 3J BEGIN 24 DRAIN UNE ��� ~JM ~JN p JJ � in CL'JJ WW VEST, 1 r JJ r. o o1 LLw U w z o ,ri W o Y o o w M d LL i c i Q to a Q U STA. 18+74.62 C.L. 55.6OLT.. W l l W cd ui c3 O c� J J z ci W j W p M Q C Li v Li / NOw� Z ooi o;o0 22� / r r \ U 00 3 tD U Z o> pp "" - Z O W - t� CD In Q O W p W W'-"M N W M> O :J� _ O M 3 - N ' U Z .J n N i C' / I NI 1 I II W ++ WUtoX OOW + OOW W 00 O> ZO W 00000 3p-M 1 00 WOM F-O� I M Ot'7 Uli W I� l U _ - - / ^ ^ cri co z r rl . J .( J 0 3 0 3 d� 3 � Ln �• z � r` - .,. Ln N z Ln / ( I W 00 ZQ +W W +J W +J lr ++ O OJ O> W p i Z W F- O cA �t LnN Y COO LL J LAN CAM ♦ - - Q _ - p (n W U sue- N W m W + "� L['i Lo Z _Z O o j Lo Lo _ _ _ _ I OO LLO O O O N cp tD L7 Z Uli WW ULi 0C3 �+ N D O W LL' Z p O j O Z �--• Q J _ / N I `t 11r-x O� NN W r� Oj O OW 00 j �> jW ZZ 'i- O.- (n M << W +J ... OW O J O - O W OOw mtoLd n� M_ NN - / I OI-LL W N O to d-W ,� O ++ 0 CL -f W + + W + W Z m 6 m W to _I i� Z JJ m CC 1� Z sf't!) J.--J - _1 J - - I#j/ I �-: Qom' x� (n �l.tJ W a(D U) (n p+pW Cr) m++ U J Q' NO'W to -- (( �dd C.DCD dF- O¢ OH O 0 a. 3 Of v_, La. .�� LLI+ tD V)tO �Coocoo W + � xLm++aW oQ Q J� ao++w+'M+- ♦/ JJ\JJ r /I 1 `\ L; W W H Q � H Z V) F-- Q Q d O Q CL_ W o Li '' `'_ W O O O U pp GO H OO Lb to N N to O li n �f O O O M O I �� tL cn to m m cn a N Lei w H a cn L, i i- �- i- ~ o d 3 z o" J 3 J c a 3 a a x Q P coij a / , \ a cnw a c~i�lti w �� d� Q ~ z ` c�� U w dd I zoo z oo� I I I o z F � 1-- z �� L= d d Q dd�a oo.t OOIi dd c� �u c� cn cn d 3 0 o d odd c� 3 3 z o m Lr ♦ :3 Y of c 00■ m �filo-1 J W p0 W 00 W _ F- F- WQ �Q� W ►-►-ow �F- z �L- PROPOSED 16" WATER f Nc (nN x ++ N J ++ J ++ m +_ EX. S GNAL I I 1 _ _ _ FUTURE R W m cncn Q cn CL cnl�i a NW a tnUj MU NN C.0CD V)cnzo MCO-jW SEE SEPARATE WATER PLANS PROP. BLOCK WALL jj / tiNW Q(nd Li WNN IYtnNQ(nN/ I 33 xNN xNN WNc LIGHT Tq REMAIN V - _ _ - - - - - - - - - - - - - - - 2 II T - - - - - --FUTURE F.L_- - - ;� - - - - _ _ dd�a / INSTALL INTERCONNECT i SEE SEPARATE PLANS 't dd FU- dd Q d' FD. Km CONC. MON. & - _ - _ - - - - -_ -'' - - - - - - - _ m N f-� ow / i� Q Q �� � r-F I # - - - - - - - - - - - - - - - - - - - _ c4 cn(nzo CONDUITS W/ SPLICE BOX I cncn < vlcn c� (nc DOWN 24" FOR WITNESS I I --� - - - - - - - -- - - - - - _ -_ _ _ PA CORNER 40' NORTH OF �z:; EXIST. R/W - _ - — - _ _ - - - - - - _ _ _ _ _- - S.W. COR. SEC. 34, 30/27 t" PROPOSED NEW E.P. - A w PER R/S BK. 15, PG. 178� - w N. i "_...._...`•'... -%,----.--..._--�..... ...... ....._ -..-t iD 00 PROPOSED NEW E.T.W. `" 1 2 t Lri M CONSTRUCT JOINT - _.._._ _... _ . __7i7._.._......._._........_......._.. _____ .. _..... _.. ri7.._ ........ __._cD ......... _ ".....::::...- ....._.. - _.............:.: _ a. - . n" TRACT E No�-=---------- _-__--_-.-.._-.._..-._ UTILITY -... ......_ -......__-=----- 7 _... 4:.. 350 35 _.... .._ _ err ...._....._...._.....__._. tp _ . - - - - - - .� ...... ____ ....._._..... ___.. � . _ 7�: z� q GRADE BREAK 6' H.M.A. - _ _ ._.._..._ - - .._.. _. _ �.....�_......._.._... 33" 2 " 51.19 .. DRAIN , x ?`; " u �r -- -- 325.38 24 DRAIN 00 ' SW COR. SEC. 34, 30/27 _ , -- - - -" - - - L "" EX. EP SHOULDER I N GRADE BREAK " " --- -- -__. ,. _, E 0�� ■ ■ ��.:.�D�..�� ■ ■ �� c --- - —�� - _� 12+00 13+00 I 14+00 4 -'��- --_ = =_ =- - _ _ _ - - - - ..:. _... 04 33 E EXIST E P 6 5 348 348 - - - + - - - - - _ _ _ 15+00 ,, - -- - - - _ __ - - - - - - - _ APPROXIMATE: FINISHED _ - - - '04 1Ei+o0 ---- .. - -i - - --F ��- FUTURE MEDIAN CURB 17+00 N 18+00------------ - --- __ - - - - - - T%�........_ = - - -"r --_...�. _. .......- �. �-� ------ --- -- - - = "7�.._ - - -= - - - GRADE AT FLOWUNE ---------------- (T - -- - -- -- --I 58904'33 _ _ ------------ S89' ,, - ---------------------- /�.__. I ------------- _ `r � _ _ _ 1981.3 1 0-22+00-..-- ---- ------ - - ------- ------ _ - - _:346 _ .._._........ .............._ _ ..._ . - ... -----------=---� __�._. __..-.T....---_-_-..-.._- _------- ----------------- --- ------------ - - - --+- - -' , r..::: i:.................... _ _ - _ EX. A.C. CURB % ................. - ....._.. _..-- ....._._.. _ ....---- --- _ --- --------- ..... ------ - rt • _._ x .. - __...._.. ----- ---------- __. 0' d _........... - 28.6 _ .t... _.._.. R m- _ _.._......... _ _......_._._._� _._..... ,7 _........._. _..._........ ...... ------ n TO REMAIN = "_=-== -x_ ......._ _.. N�7 A PART _ _ ..._.- % 344: 344 55 27 w �' " _._ a Ln a 24 DRAIN LINE t` -H 4 I I PT' : ..::: __ - FUTURE F.L. (FUTURE) I ��?)T r� PART 342 4 rn _ .._. - . _........:. __........ - _...... - - _ _ _ ..... I 4 r u- _ _ _ _ _ . _ .__ - _ 32 . I - ."-to ::340 340 00 LL_ , , .. I .. _.........�.,. K% Q cn � , . ♦ u � 1 - _ INVERT 24 DRAIN Q r FUTURE / 33 38 — f.., iJ . 11 00 .: - GUTTER t_ Q t Q R W I O z � 1 J I m FUTURE CURB & u O 8 3 �' µ op AND SIDEWALK z tL t. (� _ O Q U...,..-.< Q Ali 336 ` 336 zN¢'. I M NO vo J �2 U� w U r� U do (_;,; SEC. A SEC. BB o Q �► W OO X La! r N + { W 1 Wm Z F- O Nz LLi ii 'O� rn' �: I:; o =00 Oo I Ili J J '1 1 13 J Lf J 1 _ 1 cio -=L�W Z �� 334 � —a p o 30' I -� 1 0 x �r ,� ' NEST. \ r r 1 / it NN- 7 - - _ _ �� 1 f J a a M �� ' 334 •� c� N to I J r C r r n VEST, �' - \ Cr - r F- w z /1 " \ Z Lo l z v w 3 Ln M O 1'- tvo dd � S r. TENT, J r. r�.. JJJ:� I a�� r�-- r r J� � � UIN oioi � � ^� ��� Z � ^ � w c`oo I= \ i ��� ��� r. -rr 1 J r. r�. J �JJ ��� K j ;�—oJ"W 332 o cn I UNIT J i I\ z jw w w m 1 I _ 332 4— W Z J N W O ,{.,+ O J_I J Q00 t} M Z Lj�>W } p :. Q ��� JJ Jl r J q �.' NN Z CUti J O M Q �� ZCVOW I NNN .- - - f ,� W CVN - N Nt7W- ....____ ^M M Q coo LAl Q L 330 ¢ �� �- N 00 � m � 330 In N NN - m �Lo'--LO "'LLLj N (7)CA LL: c - - U OD00-LIn V) W H> Z H> H �.-QW ��,................ z . _. L,, (n....... Q m Lr.......... 3 328 QQWL mtn_ .... _ �-oW 28 '`' F-i-OW W[nZm Lq cnv)zo - 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 328 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 01 35.00' 54.67' 34.70' 89'30'00° Q 35.00' 55.08' 35.10' 90'09'52" Q 41.34' 39.30' 21.28' 54*28'19" 4 40.00' 1 62.49' 1 39.6 1 89'30'20" LINE TABLE LINE BEARING LENGTH L1 N04'01'59"E 35.37' L2 S88'02'05"E 17.05' TAFT HIGHWAY (STATE ROUTE V1— KER119) 326 4 __ a.2o 326 EASEMENT LEGEND: ....:.......................... INSTALL 17.05LF 0 2"RG CP, % STA. 10+ 00.00 C.L. TO STA. 22+ 00.00 C.L.) 0 CALTRANS RIGHT-OF-WAY PER RECORD OF ... .............. SCALE: 1" = 50' HORIZONTAL 324 SURVEY NO. 3123 IN BOOK 26 OF RECORD SECTION q = C14 1" = 5' VERTICAL OF SURVEYS AT PAGE 123. U MM i J A 60' WIDE RIGHT OF THE PUBLIC FOR ROAD SCALE 1"=10' HORIZ. 2 rM�� > v PURPOSES. 1"=5' VERT. �. ZW V S 20 ,00' ` 300 00' I I I I Ln jp co d LO --7 Ln t-W p [ p c CO sh N aO M I M j M M t0 M co M m > i w II CEO O 1'� •�-+Q, j W JLU W j W J M 00 j w J Ce '� >W ! a:ln lA L()� J t0 > __ M J j J W € p-ccll �M _ J Z j U M U 00 W O O M O Q �' W O tL W �Oj• p -J,j Mj`'J W Z 'Iy>W - LY ; Z __...._..........m - J^ Lo M O -jJ J Z C)I.L.:>LL-I Z - - Li p - tto N - Li M I W O + O J � + _ �d '- m d' C.J �d j N O] `- - v�v N y N W p .Q W N PROXIMA G �OUND A C.L. �� z 0000 '- W �+ O - €€ E ! N O LL- cm im iJ <n V +C+O�( O .. _Co N (ND o Li -I LL_ .=4l I F- o+ Lo 00 rn � � � ja N - J xN + - I -�.d m (n W (n a(na I ��ir U pO j U 0+00+0..ffV) IQ�.- Q -_ — _- -�-- - -- _ ---i— -- ---- -- WU) m N._-- ''- OQ Z ¢ U � �¢w � N I -- ---- _ -- Q}¢W ?.1¢...0`--.,--U I- v'o acnn ala-QW- , (n(n o_- -- =-0.30 ..}_ j - -'----- - _- - -- -- - -- -- - -- -- - I 5=0.77% ; (J TO S=0.41% S0. 1 FUTU NORTH: FLOWLINL 1 3 I `� ( PROPOSED SED NORTH FLOVUNE [ L L 1 o �I I �i p -- co p(L j cq Go -INVER O" M - - - - pN N j I - NN _ TT J J. i Lj € min-Z cd Jw 0)O I Um 000 N� Q p W I - - J NM - i m� N^' O=N - - - NZ [ NN M F-N 5Z OE - CO -a --QM I I I FUTURE CURB & GUTTER PROPOSE CURB.& GUTTER SEE ; SHEE 3 FOR" ONIINUA ON I 10+00 11 +00 12+00 13+00 14+00 15+00 16+00 17+00 19+00 20+00 LEGEND: LEGEND (CONT.): LEGEND (CONT.) CONSTRUCTION NOTES: ABBREVIATIONS ME MATCH EXISTING FURNISH &INSTALL TRAFFIC SIGNS PER CALTRANS STANDARD. ,/, O CONSTRUCT "TYPE A2-6' CURB &GUTTER PER CALTRANS STANDARD FL FLOWUNE POVC POINT ON VERTICAL CURVE i "R1-1" - STOP "S5-2" - END SCHOOL ZONE .1/1R1-1 EDGE OF PAVEMENT PLAN A87A (CURRENT EDITION). CL CENTERUNE BVC BEGIN VERTICAL CURVE "R6-1' - ONE WAY "W31(CA)° - END - - - - - - - - - - - SAWCUT ELEV ELEVATION EVC END VERTICAL CURVE "R5-1" - DO NOT ENTER "W14-1" - DEAD END — - - - - - - — FUTURE RIGHT-OF-WAY O CONSTRUCT 5.5' COMBINATION TYPE SIDEWALK PER CALTRANS STANDARDS. BCR ECR BEGIN CURB RETURN END CURB RETURN PI PRC POINT OF INTERSEC1ION POINT OF REVERSE CURVATURE "R26(CA)" - NO PARKING "W14-2" - NO OUTLET °R3-5R" - RIGHT TURN ONLY V-7" - DOUBLE ARROW W/ OM1-3 MARKER -------------------- == FUTURE CURB &GUTTER 3 O CONSTCONST CONSTRUCT HANDICAP RAMP PER CALTRANS STANDARD PLAN BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE "R4-7" - KEEP RIGHT V-6" - SINGLE ARROW "R81(CA)" w FURNISH AND INSTALL WATER LINE CASE C. EC END CURVE TC TOP OF CURB - BIKE LANE "W1-1" - CURVE ARROW SAWCUT EXISTING E.P. AS SHOWN OR AS DIRECTED BY A CALTRANS PIVC POINT OF INTERSECTION FP FINISH PAVEMENT "R7-9" - NO PARKING "W3-3" - SIGNAL AHEAD U JOINT UTILITY TRENCH FIELD REPRESENTATIVE. OF VERTICAL CURVE FC FINISH CONCRETE BIKE LANE "S4-2" -WHEN CHILDREN ARE PRESENT P.O.C. POINT ON CURVE T.O.M. TOP OF MANHOLE "W3-1° - STOP AHEAD 'S4-3" - SCHOOL T�s FURNISH & INSTALL SPLICE BOX O EXISTING TRAFFIC SIGN TO BE RELOCATED. PA PROPERTY LINE R/W RIGHT-OF-WAY "R2-1 - SPEED LIMIT 20 "W73A(CA)" - RIGHT LANE TURNS RIGHT AHEAD FOR INTERCONNECT W/ TR5=NO. 5 SIZE E.P. EDGE OF PAVEMENT S.D.M. STORM DRAIN MANHOLE -- D CONSTRUCT STORM DRAIN PER CALTRANS STANDARDS. N FURNISH AND INSTALL GATE VALVE © EXISTING UTILITY SIGN TO BE RELOCATED BY OTHERS. (EX.)EXIST. EXISTING UG UNDER GROUND /L0 H.M.A. HOT MIX ASPHALT E.T.W. EDGE OF TRAVEL WAY ® CONSTRUCT STORM DRAIN MANHOLE PER FURNISH AND INSTALL WHARF HYDRANT O EXISTING TREES TO BE REMOVED. FURNISH & INSTALL SURVEY MONUMENT PER CALTRANS STD. A74-TYPE D CALTRANS STANDARDS. "TYPE O CURVE NUMBER FOR CURVE DESCRIPTION CONSTRUCT CATCH BASIN GO" PER CALTRANS STANDARD ® EXISTING TRAFFIC SIGN TO REMAIN. Qo EXISTING SURVEY MONUMENT PLAN D74B (CURRENT EDITION). ® ITEM OF WORK -SEE SCHEDULE — TRACT BOUNDARY O EXISTING TRAFFIC LIGHT TO REMAIN. -+- FURNISH & INSTALL STREET SIGN PER CALTRANS STANDARD. 1A EASEMENT LEGEND ......... _... ..._............. ................ .1....... _........ .... ..... ..... ... .......... ........_._ EXISTING TELEPHONE 0 - -�- FURNISH & INSTALL METRO STREET SIGN PER CALTRANS STANDARD. 1 STATION NUMBER 1O PAVEMENT - SEE CROSS SECTION ON SHEET 5. _. _. EXISTING WATER ❑ FURNISH & INSTALL STREET LIGHT-5800 LUMEN PER CALTRANS STD. ES-6E. __. __.. - __ - - _ __ - - __., EXISTING PAVEMENT EXISTING INTERCONNECT CONDUIT PIPE. o FURNISH & INSTALL STREET LIGHT-9500 LUMEN CALTRANS STD. ES-6E. EXISTING GAS 2 EXISTING UTILITY PLAN TO BE RELOCATED BY OTHERS. - - - - - - - -- EXISTING RIGHT OF WAY �- FURNISH & INSTALL STREET UGHT-22000 LUMEN PER CALTRANS STD. ES-6E. 360 3501 APPROXIMATE FINISHED 358 348 GLADE AT DRAIN LINE EX. Q�ROUND 3 � 70* 356 346. 354 1 kktt 1 .352 342. E 1 r 350 340 348 338; 346 336 Y Q W m UO �: Q ul---�342 x I° -INVERT 24" DR 344 334 - Q 342 332; o Z -a .Li J Q CUIiWW- DOS -6 N 00 Mlm ZOO 340 330 cn N O W T- N�W +" - m dLo�pQ �n L�LI.I Z ��W x 338 328 Q ++J(n C9Qj °�°� .....- Li OQj - V) - U FQ-FQ-O� C-0 cn(nZm - - 340 338 334 ;332 330 336 326 NSTALL 28.60.LF of 326 I 24" RG I RCP -0.21 % 334 324 -324 SECTION B 332 SCALE 1"=10' HORIZ. 2 1 "=5' VERT. 330 328 21 +00 22+00 22+50 NOTES: 1. ALL CATCH BASINS TO BE "TYPE GO" PER CALTRANS STD. D74B, 2" DEPRESSION W/ BICYCLE PROOF GRATE PER STD. D77B. SECTION DESIGNATION: SECTION LETTER _2 SHEET WHERE SEC11ON IS SHOWN Know what's below. Call before you dig. mmuuu inn PLEASE REFER TO SEPARATE ASHE ROAD STREET IMPROVEMENT PLANS 1 1 K I i I CURVE TABLE CURVE I RADIUS I LENGTH TANGENT DELTA 11 90.00' 1 144.51' 93.20' 92.00'00- ¢ \ I X v w N am c4 III 3N B.C.—BEGIN NEW T NEw DETAIL 27w z II STA. 10+07.60, C.L. 129.90LT. EASEMENT LEGEND:, o I B.C.-BEGIN REMOVAL EX. DETAIL 27B(T) 3 wI ► STA. T0+ 4.15, C.L. 107.54LT. Q CALTRANS RIGHT-OF-WAY PER RECORD OF FD. K.C.S. CON(. MON. z 346 z I II\ SURVEY NO. 3123 IN BOOK 26 OF RECORD DOWN 24" FOR WITNESS E.C.-NEW DETAIL 27B(T)OF SURVEYS AT PAGE 123. - CORNER 40' NORTH OF [ I I S411+00*00,, C.L. 36.00LT. © 60' WIDE RIGHT OF THE PUBLIC FOR ROAD S.W. COR. SEC. 34, 30/27 °r' \\ .C.-REMOVE EX. DETAIL 27B(T)PURPOSES. PER R/S BK. 15, PG. 178 ; ' j _ 1 \\�STA. 10+95.48, C.L 30.59LT. - - FUTURE R/W / Ld � - -- .....:::::rk -- — -- _ -- — -----------_--- -- FUTURE CURB & GUTTER --� IZ NEW E.P. 6' H.M.A. SHOULDER _----___= -- -- -- - io _ co S.W. COR.-NEW E.T.W. SEC. 34, 30/27 _ 35 NEW DETAIL 276(T) iv - o '--NEW DETAIL 9 EX DETAIL 27B(T) TO BE REMOVED cq _ NEW DETAIL 9 =' Z 11+00 EX. _ 35 DETAIL 38 _..... - - - 12+00 13+00 N 14+00 �->"`- � 15+00 16+00 ry 1r-rA11 nn 17+00 NEW DETAIL 29 .�.._._.._.._.._.._..__._ u I = t W i �x N I t- ¢ UGU I Z ` 0 00LLi �\ I d' 00 I 1 J TEIN J ADDITIONAL CONSTRUCTION NOTES: IVEST. RR J 7 J JE 31 NEW PAVEMENT MARKING — SEE LEGEND. UJ�JJ7 !J U I o m o� 32 EXISTING TRAFFIC SIGNAL STANDARD TO REMAIN. f I Ip0 �� + I INo ?� + 33 EXISTING STRIPINGS AND MARKINGS TO REMAIN. i PROPOSED BLOCK WALL 1 ►�- N Uo N 34 A EXISTING A.C. CURB TO REMAIN. � � ¢W � � aW � MZcn MzN 35 EXISTING MARKINGS TO BE REMOVED. _ J7 5 � � a `�' NEW DETAIL 27B(T) _........ -- - _ . ..................... -. _.......%//-_____....... ... ......... ...—.............. _............ _..... i, ,, - .............. _........... <. ,-......_......— M........._ _...._ ........_. _. _ ...... __............— E EDGE F PAVEMENT - -� - l ,� NEW AIL 29 µ 33 z REMOVE EX. DETAIL 22 AND _ ¢' b, EX. DETAIL 29 TO BE REMOVED r. �¢ �n EX. DETAIL 27B / 34 32 ^ a �� RE -STRIPE WITH DETAIL 29 TO BE REMOVED 35 � ' _ _ .. .. o _ __......... __ ....... _ FUTURE cq _. _. LJ CD J I 2= _j - - w S _ A O Q W p ¢ ---# p; € i p .- C.i W � � � ���'-#'F' I 11 1—CD _ w _J - 1'� 1� zzz'- JJ 1� ' J 7 8 ]� J1 12z+ VEST. r r c r c N v o \fir r. TENT. r. r�. ���� mmm ; VEST. TNT, 7R. 6759 � N W UNIT J7 1 ' U 1\J J r N 1 W+ I'I i z o z Ld N TAFT HIGHWAY ROUTE V1-KER119)(STATE (STA. 10+00.00 C.L. TO STA. 22+00.00 C.L.) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL MOUNTAIN RIDGE DRIVE SEE TRACT 6491 a "� > " U t� STREET IMPROVEMENT PLAN o� Z Wo VEST. TENT, TR, 675JE UNIT SUMP FOR TRACT NOS. a,�,,.,,rt..,.�._,•,•,.a"�b"�` `, ,,' � %�� ti�'���` �� f f � r it J � :i �S/b� � I 6758 AND 6491 J 1 I SEE TRACT GRADING PLANS N� ,%`i ''`\.`""„ T "' `� ^ 1 1 _ !.' \ 0 o I yam, rti F \ J p I w \ o� o f 5 NJ cd o i 2 cq H U J��'....- ,.,� 4i `Y�� \\h N O r. Np ^O r f '. JW� U��IJr 1 _ ,� Lt1 J o I I N o�, ( , I - - - .. - - . ; %_. �: �, �, J # / ....,, o I _ U Jul 1 r - �3 - SO N W N_...._...:.._........._........_._..._....._......_....._..._...._...__........_..._......................................._.:............................_..... ... /_.. _ \. a*1 Qi �2 Z M # f MZ W WM I. I \.. aw ¢ I �3 bi��9 z [ // d (LL % 1 ~ ¢wQ ------ --- oo¢ 1 zf- .; _ c~i� ...._ .y i —77 _.................... _.... _—.._...._.... _......._ -, - - ---...._ � - _ _....__------....._.._.._ ...._ ._...... - � ..._ . di .. ____..__ ._.�,- ............._ _..........._ _.. ______ ............_ ._............. _. _....._...a.._..- . '..._ 26 CA 6 4 __.._ - _ -.... - ...._.. - ...._... ._....... ....._.. .........--------------- ........_-. .. .........__ _.................___ .�.........._ _.....,._ _ �... Fr i .... l .._............................_._......_......._.__........................_........:,...,......_..._._.._........,....—,_„_......._..—_,,._.....__.....—._.._......._........ �.je1l Y.h ,............_-...._........v....._............._.._._.__............. .^ .'I. r,� ......_....._—.. #t. 1 ctOo a NEW DETAIL 27B(T) I I NEW DETAIL 27B(T) I EX. SIDEWALK, _ _.........__ _... ....... .................—.............._____................�..............._._.............._._ ......_...._ __........... CURB & GUTTER RE -STRIPE EX. DETAIL 27B(T) t? b � NEW DETAIL 29 i - - - - _ RE STRIPE EX DETAIL 22 NEW DETAIL 9 EX. DETAIL 27B(T) TO BE REMOVED I NEW DETAIL 29 r •T - - - - - - - _ .- - _.....____......_. __.. - NEW i tt 22+00 _3`+00 _ _ _..._ _ _ _ _ _ _...._ _ _ . NEW DETAIL 9 --� - - - - - - - - - - - - - - - i33 24+00 - 25+00 26+ ..._ _.. _ _ _ _ ....._ _ _...._ _.... _ _ ..... _.. _ .................. - _ _......................_........... ........ N i0o27+00 _.....____....____.._ ___...... _ _._.___ EX. DETAIL 22(T) TO BE REMOVED_.....____...____. _ W _..-._.__. _.........__._......___ _ .__ ___....._____..._____..____0 28+00 - __.......___......___ - -..............�..........____- ............... �. ` - ..... co _...... _ ....... _ _ . 29+00 - - - --' ---- - . NEW DETAIL 29 31+00 +00 i 0 BE REFRESHED -...._ _....._ 32fl0 33+00 _. , -34+00 EX. DETAIL 27B(T) EX EDGE OF PAVEMENT #�6. „ . ., m LO a a )t i......... .i ................... ' r, — — per#'_. ..f4 (( �� ............... _ _ _ TO BE REMOVED AIL 276 T` EX. DETAIL 38 T i EX. '' 1 - - -- -- -- ( ) zc° ,;. ,;r DETAIL J e \ ;,'°,--� NOT A PART ,r. 3—� _—_..........._. _..._— I r w_.................___ - i 33 +.,�..., ...�....„-,..-.....mm:,..� � :,tl '��------c;;_# :;#� 2 I.P. MKD. L.S. 5275 _ _ _ _ _ _...._ _ _ _. SOUTH 1 /4 COR., SEC. 34 30/27 .. ..o w _ (FUTURE) ,�� _ .... ., _ _...._ _ _ _ .. _. _.. _. _ _ _._.._9030 .. _ � P TR. 64 PHASE 3 CON( MON IN L H BRASS - N - __ . _..._ _ .__ ..._ _...... _ ..... _ _.__ .._ _ -.._ _. _ _..._ _...._ _...._ CAP MKD. L.S. 4383 PER TRACT II E M.B. 58 91 PG 92 �rn a, J . o 6AN N p ,�j�N� vrn _....__.._ - PGS. 12 ------ �, �;, RUNS -- z-� 491 PHASE 1 M.B.M B 57 125 6., AQ m ¢¢ .. N JNJ U �O J :.i �i Yit F':,...'. -- ._ ^� O) J ... —8— _........._.......,.._................ _.. .... .._..,... ...._....._.... ..... .._,,.. ....._...... ...... LSO04 - WW rn ¢NQ� NNQJ N O L. �O --- 0304 �, W oo o w�wo N�F-o r✓�_ r- r'r J.. o �i��f\ j 1wW N W XW3+ �WLU TENTAWN UU Z N Z O W p W M W p X - �Iw CC o= z o 1 �' » Z a 1 J 1 c� 17 1 19 �� � 1 ?? xwcwa v _ r r _ UNIT J NX_ ;i ,. ' [ U Ng Wm N = N 00wN JQ=N r7/I �.� �/ �9 -� 31� FQ- O - ( - Q W N f 2EJi ` JW +! N ++ II m o co 1 Of cG I W W it ¢> W /� 0 n r )- r7 13 Q F¢- OZ - OwW 3MwM _ .� 1\JJ� �r�r\ r- to m MN W,yj W��N _ - ZLLJ �2 - - ezoNtn U Q m ZWW N WW2N iI -- - - wmm ii TAFT HIGHWAY (STATE ROUTE VI-KER119) LEGEND: ABBREVIATIONS ME MATCH EXISTING FL FLOWLINE POVC POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE EC END CURVE TC TOP OF CURB PIVC POINT OF INTERSECTION FP FINISH PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE P.O.C. POINT ON CURVE T.O.M. TOP OF MANHOLE PA PROPERTY LINE R/W RIGHT-OF-WAY E.P. EDGE OF PAVEMENT S.D.M. STORM DRAIN MANHOLE (EX.)EXIST. EXISTING UG UNDER GROUND H.M.A. HOT MIX ASPHALT E.T.W. EDGE OF TRAVEL WAY Q FURNISH & INSTALL SURVEY MONUMENT PER CALTRANS STD. A74-TYPE D Q EXISTING SURVEY MONUMENT + FURNISH & INSTALL STREET SIGN PER CALTRANS STANDARD. FURNISH & INSTALL METRO STREET SIGN PER CALTRANS STANDARD. o- FURNISH & INSTALL STREET LIGHT-5800 LUMEN PER CALTRANS STD. ES-6E. - FURNISH & INSTALL STREET LIGHT-9500 LUMEN CALTRANS STD. ES-6E. -� FURNISH & INSTALL STREET LIGHT-22000 LUMEN PER CALTRANS STD. ES-6E. (STA. 22+00.00 C.L. TO STA. 28+19.89 C.L.) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL LEGEND (CONT.): LEGEND(CONT.): CONSTRUCTION NOTES: R1-1 FURNISH & INSTALL TRAFFIC SIGNS PER CALTRANS STANDARD. / O CONSTRUCT "TYPE A2-6" CURB &GUTTER PER CALTRANS STANDARD i "R1-1" - STOP "S5-2" - END SCHOOL ZONE EDGE OF PAVEMENT PLAN A87A CURRENT EDITION). ( ) "R6-1" - ONE WAY "W31 CA " - END ( ) - - - - - - - - - - - SAWCUT O CONSTRUCT 5.5' COMBINATION TYPE SIDEWALK PER CALTRANS STANDARDS. "R5-1- - DO NOT ENTER "W14-1" - DEAD END — - - - - - - — FUTURE RIGHT-OF-WAY _ "R26(CA)- - NO PARKING 'W14-2" - NO OUTLET -R3-5R" - RIGHT TURN ONLY "W1-7- - DOUBLE ARROW W/ OM1-3 MARKER ________________ ___ ---------------------- FUTURE CURB &GUTTER O CONSTRUCT HANDICAP RAMP PER CALTRANS STANDARD PLAN A88A-CASE C. "R4-7- - KEEP RIGHT "W1-6" - SINGLE ARROW " R81(CA) - BIKE LANE "4V1-1" - CURVE ARROW • • w FURNISH AND INSTALL WATER LINE SAWCUT EXISTING E.P. AS SHOWN OR AS DIRECTED BY A CALTRANS "R7-9" - NO PARKING "W3-3" - SIGNAL AHEAD u JOINT UTILITY TRENCH FIELD REPRESENTATIVE. BIKE LANE "S4-2" - WHEN CHILDREN ARE PRESENT "W3-1" - STOP AHEAD "S4-3" - SCHOOL T- FURNISH & INSTALL SPLICE BOX O EXISTING TRAFFIC SIGN TO BE RELOCATED. "R2-1" - SPEED LIMIT 20 "W73A(CA)" - RIGHT LANE TURNS RIGHT AHEAD FOR INTERCONNECT W/ TR5=NO. 5 SIZE -- 0 CONSTRUCT STORM DRAIN PER CALTRANS STANDARDS. N FURNISH AND INSTALL GATE VALVE O EXISTING UTILITY SIGN TO BE RELOCATED BY OTHERS. 0 CONSTRUCT STORM DRAIN MANHOLE PER �� FURNISH AND INSTALL WHARF HYDRANT O EXISTING TREES TO BE REMOVED. CALTRANS STANDARDS. CONSTRUCT CATCH BASIN "TYPE GO" PER CALTRANS STANDARD O CURVE NUMBER FOR CURVE DESCRIPTION O EXISTING TRAFFIC SIGN TO REMAIN. PLAN D748 (CURRENT EDITION). ® ITEM OF WORK -SEE SCHEDULE --- -- --- TRACT BOUNDARY O EXISTING TRAFFIC LIGHT TO REMAIN. 10 EASEMENT LEGEND _ ................ ..................... :'......_.......... .... ... ......... ..... ........ ............ .... ..._........ ... EXISTING TELEPHONE in NUMBER 10 PAVEMENT - SEE CROSS SECTION ON SHEET 5. -'- -EXISTING WATER - - - -- - - - - - - -- EXISTING PAVEMENT 11 EXISTING INTERCONNECT CONDUIT PIPE. EXISTING GAS 12 O EXISTING UTILITY PLAN TO BE RELOCATED BY OTHERS. --- -- - - - - - ---- EXISTING RIGHT OF WAY NOTES: 1. ALL CATCH BASINS TO BE "TYPE GO" PER CALTRANS STD. D74B, 2" DEPRESSION W/ BICYCLE PROOF GRATE PER STD. D77B. SECTION DESIGNATION: SECTION LETTER 2 SHEET WHERE SECTION IS SHOWN STRIPING LEGEND: EXISTING STRIPE TO BE REMOVED CAL -TRANS TYPE VII ARROW LEFT. OR RIGHT AS APPLICABLE CAL -TRANS TYPE III ARROW LEFT OR RIGHT AS APPLICABLE CAL -TRANS TYPE V ARROW STQ "STOP" MARKING PER CAL -TRANS STANDARDS AHEAD "AHEAD" MARKING PER CAL -TRANS STANDARDS Cr "SIGNAL" MARKING PER CAL -TRANS STANDARDS ' ' r EXISTING STRIPING AND MARKINGS, TYPICAL NOTE: SEE CA MUTCD AND STANDARD PLANS, LATEST EDITION, FOR STRIPING DETAILS. ALL STRIPING & PAVEMENT MARKINGS SHALL BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION ON SECTION 84, LATEST EDITION. Know what's below. Call before you dig. �1 FUTURE R/W VARIES Ck TAFT HIGHWAY VARIES EX. R/W 73'-81' t71.9'-73' VARIES: T-15' t 66' I I63'-71' I I t I VARIES 10, VARIES VARIES VARIES 24'712' IV LU I A PART) I 1 3 w n z 12' 0'-12' _(NOT wz 6' �' o a �i H.M.A. SHOULDER 3 w a� w v� w 2.0% MIN EX. GROUND ryz S9 w VARIES'k z v> ' 5 y a � 4:1 MAX. 2% z SLOPE --- FUTURE ----, L_ _ 0.20 H_M_A. _ _ °aAn< % / ' ao ca aaaac aca >a ac oa°c>� aoono loan_ oanaannnaaAAa a 000° .:. PAVE I'e :. 1< _ I _T EX. GROUND ___ ... __ , Aa ufl'' aao° `°nG as aA A , L.S. AREA 0.50 ' COLD PLANE FUTURE 5.5' 1.80' I COMBINATION 1.00' CL II AGG. BASE �k ONE PLANE CROSS SLOPE SIDEWALK FUTURE 3 31 0.60' H.M.A. PAVING MAINTAIN STANDARD SLOPE PER HDM FUTURE CURB PAVEMENT AND GUTTER COMPACTED O.G. 0.90' COMPACTED O.G. TO TO 95% RELATIVE 95% RELATIVE DENSITY. DENSITY. SECTION — TAFT HIGHWAY AA (STA. 10+88.08 C.L. TO STA. 18+66.15 C.L.) 5 SCALE 1 "=10' HORIZ R/W & TR. BNDRY. 66' (L TAFT HIGHWAY 30'-55'EX. R/W PA A —L_ _ i 7' 3' 6' t P.U.E. I 10' L.S. LOT w PROPOSED o BLOCK WALL SEE TRACT 6758 2.0% MIN w CURB AND 4.1 MAX. 2%. GUTTER C aA� aAar OAAa�aA...na<V' LANDSCAPE AREA 5.5' COMBINATION 3 SIDEWALK COMPACTED O.G. TO 95% RELATIVE 3' w DENSITY. R/W & TR. BNDRY. PA _ 7' 3' 6' P.U.E. I 10' L.S. LOT z PROPOSED o BLOCK WALL SEE TRACT 6758 2� CURB AND .0% MIN GUTTER 4:1 MAX. 2% aoa ooc'on ep< LANDSCAPE AREA 5.5' COMBINATION 3 SIDEWALK �.i COMPACTED O.G. TO 95% RELATIVE 3' w DENSITY. 57' i 45' I VARIES 12' \----(NOT 5, A PART) I I a �I FUTURE w vow EDIAN I I x QZ CURB SLOPE VARIESw N -- -_"" ?; A':f=PV`i�l�� /. ,.., o n au co nAoaa°n eaG > oaoa,y G Aoon000 I ao oaaaA cAno acoaan.. as oG AAi, oGnna aG oao o<a ooc� Ga o COLD PLANE 1.00' CL II AGG. BASE ONE PLANE CROSS SLOPE 0.60' H.M.A. PAVING MAINTAIN STANDARD SLOPE PER HDM 0.90' COMPACTED Q.G. TO 95% RELATIVE DENSITY. SECTION — TAFT HIGHWAY BB (STA. 18+66.15 C.L. TO STA. 26+75.00 C.L.) 5 SCALE 1"=10' HORIZ. 66' TAFT HIGHWAY 30'-55' EX. R/i 57' I 33' I . VARIES 24' 24 \,(NOT -_ A PART) ?� a FUTURE w UJ 3�z EDIAN x Nlw CURB w I' SLOPE VARIES'k _. _ as a4A7n CC ann CtyC apAA oa CCa ,y0 CCG�AOC^aC<>oOCO .. COLD PLANE 1.00' CL II AGG. BASE 'kONE PLANE CROSS SLOPE -0.60' H.M.A. PAVING MAINTAIN STANDARD SLOPE PER HDM 0.90' COMPACTED O.G. TO 95% RELATIVE DENSITY. SECTION - TAFT HIGHWAY cc (STA. 26+75.00 C.L. TO STA. 29+31.33 C.L.) 5 SCALE 1"=10' HORIZ. LEGEND: LEGEND (CONT.) LEGEND (CONT.) ABBREVIATIONS ME MATCH EXISTING R FURNISH & INSTALL TRAFFIC SIGNS PER CALTRANS STANDARD. FL FLOWLINE POVC POINT ON VERTICAL CURVE "R1-1" -STOP "S5-2" -END SCHOOL ZONE EDGE OF PAVEMENT CL CENTERLINE BVC BEGIN VERTICAL CURVE "R6-1" - ONE WAY "W31(CA)" - END — — — — — — — — — — — SAWCUT ELEV ELEVATION EVC END VERTICAL CURVE "R5-1" - DO NOT ENTER "W14-1" - DEAD END — - - - - - - — FUTURE RIGHT-OF-WAY BCR BEGIN CURB RETURN PI POINT OF INTERSECTION "R26(CA)" - NO PARKING "W14-2" - NO OUTLET ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE "R3-5R" - RIGHT TURN ONLY "W1-7" - DOUBLE ARROW W/ OM1-3 MARKER ---------------------_ -------------------- FUTURE CURB & GUTTER BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE "R4-7" - KEEP RIGHT "W1-6" - SINGLE ARROW "R81(CA)" W FURNISH AND INSTALL WATER LINE EC END CURVE TC TOP OF CURB - BIKE LANE "W1-1" - CURVE ARROW PIVC POINT OF INTERSECTION FP FINISH PAVEMENT "R7-9" - NO PARKING "W3-3" - SIGNAL AHEAD u JOINT UTILITY TRENCH OF VERTICAL CURVE FC FINISH CONCRETE BIKE LANE "S4-2" - WHEN CHILDREN ARE PRESENT P.O.C. POINT ON CURVE T.O.M. TOP OF MANHOLE - STOP AHEAD "S4-3" - SCHOOL Tg5 FURNISH & INSTALL SPLICE BOX PA PROPERTY LINE R/W RIGHT-OF-WAY MW3-1" R2-1 m - SPEED LIMIT 20 "W73A(CA)" - RIGHT LANE TURNS RIGHT AHEAD FOR INTERCONNECT W/ TR5=NO. 5 SIZE E.P. EDGE OF PAVEMENT S.D.M. STORM DRAIN MANHOLE _ _ p CONSTRUCT STORM DRAIN PER CALTRANS STANDARDS. N FURNISH AND INSTALL GATE VALVE (EX.)EXIST. EXISTING UG UNDER GROUND H.M.A. HOT MIX ASPHALT E.T.W. EDGE OF TRAVEL WAY 0 CONSTRUCT STORM DRAIN MANHOLE PER FURNISH AND INSTALL WHARF HYDRANT QQ FURNISH & INSTALL SURVEY MONUMENT PER CALTRANS STD. A74-TYPE D CALTRANS STANDARDS. CONSTRUCT CATCH BASIN "TYPE GO" PER CALTRANS STANDARD O CURVE NUMBER FOR CURVE DESCRIPTION Q EXISTING SURVEY MONUMENT PLAN D74B (CURRENT EDITION). ® ITEM OF WORK -SEE SCHEDULE FURNISH & INSTALL STREET SIGN PER CALTRANS STANDARD. TRACT BOUNDARY EASEMENT LEGEND EXISTING TELEPHONE FURNISH & INSTALL METRO STREET SIGN PER CALTRANS STANDARD. _ _ . v� _ -- EXISTING WATER 10 STATION NUMBER o- FURNISH & INSTALL STREET LIGHT-5800 LUMEN PER CALTRANS STD. ES-6E. ._ _ _- — _ _._...._ — __ _ ___. — EXISTING PAVEMENT .q EXISTING GAS -o- FURNISH & INSTALL STREET LIGHT-9500 LUMEN CALTRANS STD. ES-6E. _ _ _ EXISTING RIGHT OF WAY ®- FURNISH & INSTALL STREET LIGHT-22000 LUMEN PER CALTRANS STD. ES-6E. Know what's below. Call before you dig. �1