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HomeMy WebLinkAbout1.1-6758 OffsiteA.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 8 (MODIFIED) ASPHALT CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE," KS 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 8 (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 DY 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 T 202 "AGGREGATE OF THE STANDARD TO THE REQUIREMENTS OF SECTION 39- 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 ODER 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 DENSTY 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 MLX 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 0 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 ING SHIFT OF NORMAL PAVING OPERATIONS. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE OROP-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 O 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 TEM PCPARY CONFORMS BEFORE THE LANES ARE OPENED t0 PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER AP -ROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATORS 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 UTILRING 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 XPENSEIF ABRASIVE GRINDING IS USED TO BRING THE FINISHED SURFACE TO SPECIFIED SURFACE TOLERANCES. ADDIRONAL GRINDING SHALL BE PERFORMED, AS NECESSARY, TO ENLARGE THE GRINDING AREA $O 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 ETHER REJUVENATING AGENT OR ASPHALTIC EMULSION AS DIRECTED BY THE ENGINEER. COMPACTION TESTS SHALL BE THE RESPONSIBUTY OF THE DEVELOPER/SUBDIVIDER/CONTRACTOR. THE NUMBER & LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CALTRANS ENGINEER. NOTE 95% COMPACTION AT LEAST 1' ON EACH SIDE O CROSS GUTTERS. STANDARD NOTES 1. ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WTH 11 REQUIREMENTS AND SPECIFICATIONS OF CALTRANS. 2 THE FOLLOWING CALTRANS STANDARDS SHALL BE CONSIDERED PART OF THESE PLANS: A87A, D72. 073, A74, ES -6E, 0748, A74, 7074C. D77A, D76A, A20A. A2013, A20C. A209, A24A, A24B. A620, A62DA, ABA. A88A 3. REFER TO INDIVIDUAL STREET SECTION FON PAVEMENT SECTION. 4. INSTALL STANDARD SURVEY MONUMENT FRAME AND COVER PER CALTRANS STD. A74. 0 TO BE INSTALLED EXISTING ST INSTALL TRAFFICON CTROL SIGNS PER CALIRANS STNNOARD. --f} INSTALL STANDARD STREET NAME SIGNS PER CALTRANS STANDARD. INSTALL METRO SIZE STREET NAME SIGNS PER CALTRANS STANARD. -6- INSTALL IID STREET LIGHT AS SPECIFIED IN COB. SPECIAL PROVISIONS SECTION 66-6.01 OF WHICH MODELS NCWDE A HOOP14ANE LVVI SR EL TEX O3 SERIES C CRETE XSP SERIES BENCHMARK: BENCHMARK DISC STAMPED - 0 1157 RESET 1969 AT OLD RIVER. AT THE ,UNCTION DE STATE HIGHWAY 119 AND OLD RIVER ROAD. IN THE TOP OF THE EAST END OF THE NORTH CONCRETE HEAD WALL OF TRIPLE CONCRETE BOX CULVERT B 11.44 OVER SINE CANAL, 19 1/2 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 50 FEET WEST OF THE EXTENDED CENTERLINE OF OLD RIVER ROAD LEADING SOUTH, 64 FEET EAST OF THE CENTER LINE OF OD RIVER ROAD LEADING NORTH, AND ABOUT LEVEL WITH TEL I{IGHWAY. ELEVATION - 343.30 (U.S.G.S. DATUM NAVO 88) BASIS OF BEARING: THE BEARING OF N89`04'33"W. FOR THE SOUTH LINE OF THE SOUTHWEST 1/4 OF SECTION 34, T.30 S., R.27 E. M.D.M. AS SHOWN ON FILED MAP NO. 7-1 SK 6, PG. 27, WAS USED AS THE BASS OF BEARINGS HEREON. 6. INSTALL TYPE 'A2' CURB AND GUTTER. PER CALIRANS STANDARDS A87A, ON ALL STREETS UNLESS OTHERWISE NOTED. 7. INSTALL S5' SIDEWALK ON ALL STREETS UNLESS OTHERWISE NOTED, 8. INSTALL ADDITIONAL j 3-1/2 PULL BOX FOR STREET LIGHTS AT P.C& E p$HE ROAD SERVICE PONE ALL CULL BOXES TO B INSTALLED ON A GRAVEL BED A MINIMUM OF S THICK.-..(�! i i �-_ ' TENTATIVE 9. ALL MANHOLE AND LAMPHOLE FRAME AND COVERS SMALL BE SET 1/1V BELOW-"" -- PAVEMENT GRADE. POST MILE MA KK ERS 3a 5H1rE7"5 j1 CITY OF BAKERSFIELD KERN COUNTY CALIFORNIA = s OFFSITE STREET IMPROVEMEN 1�( 1W AND STORM DRAIN PLANS� OZFOR L04 TAFT HIGHWAY v (STATE ROUTE VI- KDER119) MOUNT jjj SE, as�.��� TRACT �49, ;. R. T 67� lTT�7. ."'.a .�o 28.35 I _.. --- .....____ StJY.C.JS 10. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED AT LEAST 2 WORKING -- -- ---------------- - - �NbNa-aar- -- SR -119 TAFT HIGHWAY----.-_------------y(- DAYS PRIOR TO CONSTRUCTION. 1-800-227-2600. _--- _� --- -- - ---_--- - i ---- - - - 11. WARNNG/TREWLATORY SOUS SIGN PANELS SHALL B MOUNTED ON POSTS I r U Pz {s t4 is +s ° +t a rA is a HT is ¢o WTH HAWKINS M2G SERIES BOT AND VANDAL PROOF NUT ASSEMBLY OR f s 1O 4 s e T He zt az za <n n ze a, za sa a° a+ az as IOP EQUAL ROADSIDE SIGNS INSTALLED PER (AURINS SID SHALL BE LOCATED WITHIN (; vmr sass vmT s ss SDEWAUK V FROM BACK. ASH L ROAD a uwrt 12 AN OPEN STREET PERMIT SHALL B OBTAINED FROM THE CITY OF BAKERSFIELD KEY MAP PUBLIC WORKS DEPT. FOR ANY WORK PERFORMED WITHIN EXISTING CITY OF BAKERSFIELD ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY A SUBDIMSION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE CIN O BAKERSFIELD RIGHT -CE -WAY AND INSURANCE SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. 13. AGGREGATE BASE: AGGREGATE BASE MATERIAL FOR ARTERIAL& COLLECTORROADWAYS SHALL MEET THE SPECIFICATIONS FON MASS 2 AGGREGATE BASE (CL 2 AS) CONFORMING TO SECTON 26 OF THE STATE STANDARD SPECIFICATIONS, LATEST EDITION: HOWEVER, NO RECYCLED OR RECLAIMED MATERIAL WILL BE ALLOWED. BASE MATERIAL N LOCAL ROADS SHALL BE EITHER CL 2 AB OR CRUSHED MISCELLANEOUS BASE (CUB) CONFORMING TO SECTION 2OD-24 O THE 'GREENBOOK'. AGGREGATE BASE SHALL BE FURNISHED AND PLACED IN ACCORDANCE WITH THE CONTRACT PLANS, THE STANDARD SPECIFICATIONS FOR PUBUC WORKS CONSTRUCTION AND THESE DETAILED SPECIFICATIONS. AGGREGATE BASE SHALL BE GRADED TO WTHN THE CITY TOLERANCES AND COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY IN ACCORDANCE 'WENT ASTM 0-1557. 14. SUBGRAOE PREPARATION: THE CONTRACTOR SHALL FINE GRADE AND COMPACT STREET SUBORADE IN ACCORDANCE WIN THE CONTRACT PLANS, CALTRANS REQUIREMENTS AND STANDARD SPECIFICATIONS SUBGRADE SHALL BE ORAOED TO WITHIN THE CALTRANS TOLERANCES AND COMPACTED TO 95% O THE MAMMUM DRY DENSITY IN ACCORDANCE WIN ASTM 0-1557. IS. ANY TRENCHING TO BE CONDUCTED SHALL BE BACKFILLED & COMPACTED PER CALTRANS STANDARD. I& DUST CONTROL CONTRACTOR SHALL OBTAIN A GORY 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 O GONTRACTO'S OCCUPANCY OF THE SITE, CONTRACTOR IS REQUIRED TO COMPLY VATH THE PROVISIONS OF SAID PLAN. 17. STORM WATER POLLUTION PREVENTION CONTRACTOR SHALL OBTAIN A COPY O THE STORM WATER POLLUTION PREVENTION PLAN (SFPP) FOR THIS PROJECT FROM THE DEVELOPER, AND SHALL KEEP A COPY ON SITE AT ALL TIMES, FOR INE DURATION OF CONTRACTORS OCCUPANCY OF THE STE. CONTRACTOR IS REWIRED TO COMPLY V47H THE PROVISIONS OF SAN PLAN. 1S CONSTRUCTION OPERATIONS SHALL BE ACTIVELY IN PROGRESS O&Y BLiWEEN THE HW RS OF 900 AM. - QOO PM.. MONDAY iHROUCN FRIDAY, EXCEPT LEGAL HOLIDAYS. WHERE CONSTRUCTION OPERATIONS ARE ACTIVELY N PROGRESS A MINIMUM OF ONE TRAFFIC LANE, NOT LESS THAN TWELVE FEET IN WIDTH, SHALL BE OPEN FOR USE BY PUBIC TRAFFIC. WHERE CON5IRUCTON 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-WOTH CONSTRUCTION METHODS ARE USED, MAY ALSO BE PERMITTED TO USE THE SIDE O THE ROADBED OPPOSITE TO THE ONE UNDER CONSTRUCTION. NO ADDITIONAL COMPENSATOR CULL BE ALLOWED FOR ANY SHAPING OF SHOULDERS NECESSARY FON THE ACCOMMODATION OF PUBLIC TRAFFIC THEREON DURING PAVING OPERATIONS IN ORDER TO EXPEDITE THE PASSAGE OF PUBLIC TRAFIC THROUGH OR AROUND TEL WORK AND WHERE ORDERED BY THE ENGINEER, THE CONTRACTOR SHALL, AT HIS OWN EXPENSE, FURNISH, INSTALL AND MANTAIN CUNSTRUCTON AREA SONS, UWiS FLARES. TEMPORARY RAUNO (TYPE K), BARRICADES AND OTHER FACILITES FOR THE SOLE CONVENIENCE AND DIRECTION OF PUBLIC TRAFFIC AI.�, THERE DIRECTED BY THE ENGINEER, THE CONTRACTOR SHALL FURNISH COMPETENT FLAGMEN WHOSE SOLE COTES SNP11 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 PIANS AND AS DESIGNATED BY THE ENGINEER. TRAFFIC STRIPES AND PAVEMENT MARKINGS SHALL SE REMOVED TO THE FULLEST EXTENT POSSIBLE FROM THE PAVEMENT BY ANY METHOD THAT DOGE S NOT MATERIALLY DAMAGE THE SURFACE OR TEXTURE OF THE PAVEMENT OR SURFACING. WHERE BLAST CLEANING IS USED FOR THE REMOVAL O PAINTED TRAFFIC STRIPES AND PAVEMENT MARKINGS. THE AREA SHALL BE SHIELDED SO THAT NO MATERIAL FROMTHE 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 O REMOVING TRAFFIC STRIPES AND MARKINGS SHALL BE REMOVED AS THE WORK PROGRESSES ACCUMULATIONS O SAND OR OTHER MATERIAL WHICH MIGHT INTERFERE WIN DRAINAGE OR MIGHT CONSTITUTE A HAZARD TO TRAFFIC WILL NOT BE PERMITTED. TRAFFIC STRIPES SHALL BE REMOVED BEFORE ANY CHANGE IS MADE N THE TRAFFIC PATTERN. BLAST CLEANING FOR REMOVAL O TRAFFIC STRIPES SHALL BE FEATHERED OUT TO IRREGULAR AND VARYING MOTHS, PAVEMENT MARKINGS SHALL BE REMOVED BY BAST CLEANING A RECTANGULAR AREA. RATHER THAN DIST LETTERING OR MARKINGS 50 THE OD MESSAGE CANNOT B IDENTIFIED - AFTER REMOVAL OF TRAFFIC STRIPES AND PAVEMENT MARKINGS A FOG SEAL COAT SHALL BE APPUEDIN CONFORMANCE WIN THE PROVISIONS N SECTION 37, -BITUMINOUS SEAS', OF THE STANDARD SPECIFICATIONS AND THE FOLLOWNG IN TRAFFIC STRIPE REMOVAL AREAS THE FOG SEAL OOAT SHALL BE APPLIED OVER TEL TRAFFIC STRIPE REMOVAL AREA AND TO IRREGULAR AND VARYING WIDTHS WIN AN AVERAGE WIDTH O 2 FEET ON EACH SNE O THE BAST CLEANED TRAFFIC STRIPE REMOVAL AREA IN PAVEMENT MARKING REMOVAL AREAS THE FOG SEAL COAT SHALL BE APPLIED TO THE BAST CLEANED RECTANGULAR AREA. FULL COMPENSATION FOR NRN191ING AND APPLYING FOG SEAL AS SPECIFIED HEREIN SHALL BE CONSIDERED AS INCLUDED IN THE CONTRACT PRICE PAID PER SQUARE FOOT FOR REMOVAL O TRAFFIC STRIPE AND PAVEMENT MARKING AND NO SEPARATE PAYMENT WILL BE MACE THEREFOR NOTHING IN THESE SPECIAL PROWSONS SHAT RELIEVE THE CONTRACTOR FROM HIS RESPONSIBILITIES AS PROVIDED IN SECTION 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 SECTION 84-2. 'THERMOPLASTIC TRAFFIC STRIPES AND PAVEMENT MARIONGS'OF THE STANDARD SPECIFICATIONS PAVEMENT MARKERS PAVEMENT MARKERS SHALL CONFORM TO SECTION 85 'PAVBAENT MARKERS' O THE STANDARD SPECIFICATIONS TRAFFIC DELINEATOR. IMMEDIATELY AFTER ANY CONSTRUCTION OPERATIONS WHERE TRAFFIC DELINEATION IS OBLITERATED OR WHEN DIRECTED BY THE ENGNEER, TEL CONTRACTOR SHALL REPLACE ALL OBUTERAW PAVEMENT DEUNEARON 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 O REFLECTIVE TRAFFIC LINE TAPE APPLIED IN PIECES NOT LESS THAN 4 INCHES LONG NOR LESS THAN 4 INDIES WOE, SPACED NO MORE THAN 20 FEET APART ON TANGENTS AND NO MORE THAN 10 FEET APART ON CURVES. APPLY REFLECTIVE TRAFFIC LINE TAPE N ACCORDANCE NTH THE MANUFACTURER'S INSTRUCTIONS TEMPORARY DELNATION MUST BE THE SAME COLOR AS THE PERMANENT DELINEATION. REMOVE TEMPORARY DELINEATION 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 SIRIPES & PAVEMENT MARKINGS' O THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS TRAFFIC STRIPES AND PAVEMENT MARKINGS SHALL SE 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 SPEgA PROVISIONS: PAVEMENT MARKERS SHALL BE PLACID NTH RAPID SET EPDXY PER SECTION 95-204 O THE STANDARD SPECFICATONS LEGEND: P SCALE: 1'=200' FL FLONLNE - POVC PONT ON VERTICAL CURVE CL CENTERUN E BVC BEGIN VERTICAL CURVE ELEV ELEVABON EVC END VERTICAL CURVE BOB BEGIN CUR! RETAIN PI POINT O INTERSECTION ECR END CURB RETURN PRC POINT O REVERSE CURVATURE BC BEGIN OAK PCC PONT O COMPOUND CURVATURE EC ENO CURVE TC TCP O CNB PIVC PONT OF NIERSECTION TP TOP OF PAVEMENT O VERTICAL CURVE FC FINISH CONCRETE GB GRADE BLEAK R/W RIGHT -CF -WAY HM..A. NOT MIX ASPHALT E.T.W. EDGE OF TRAVEL WAY E.P. EDGE O PAVEMENT (STA. 10+88.08 C.L. TO STA. 17+50.00 C.L) ® FINNISH & INSTALL "VEY MONUMENT PER CALTRANS STD. A74 -TYPE D • EMING SURVEY MONUMENT + FURNISH & INSTALL STREET SO PER CALTRANS STANDARD. + FURNISH & INSTALL METRO STREET SW PER CA_TRANS STANDARD. 4�- FURNISH & INSTALL STREET LIGHT --5800 WHEN PER CALTRANS Sm. ES -6E FURNISH & NSEALL STREET UGHT-22000 LUMEN PER CALTRANS STD. ES -6E « fUNISI &MSALL STREET UG HT -9500 LUNEN CALTRANS STD. ES -6E Ry -i-1 FURNISH & INSTALL TRAFFIC SM PER CALTRARS STANDARD '111-1' - STOP - SIO ANEAD R6-1' - ONE WAY '55-2' - EW SCHOOL ZONE RS -1' - W NOT ENTER 14-Y -WHEN CH REN ARE PRESENT R26(CA11' - NO PARIONC S4-3" - SCHDO R3-5Rl - EMT TNN ONLY R2-1' - SPEED OMIT 20 'R4-7' - KEEP RIGHT-W739CA)' - RIGHT LANE TURNS RIGHT AHEAD RSI(CA)' - BOO LANE -"(CA)- - END W/OM4-3 MARKER 'WM-I' - DEAD END BOIL: 'WI4-2' - NO CURET SON NUMBERS ARE FEDERAL CODES •W -Y -DOUBLE ARROW UNLESS OTHERWISE INDICATED BY 'WI -6' - SINCE ARROW (CA). (CA) INDICATES CALIFORNIA 'WT -I' - CURVE ARROW CODES 'W13' - SIGNAL AHEAD _ _ D CONSINUCE STOW DRAM - PER CALTRANS STNS 0 CONSTRUCT STOW DRAIN MANHOLE - PER CALTRANS SITS CONSTRUCT CATCH BASIN - TYPE GO PER CALIRANS SND. D74B _---_--_-_ TRACT BOUNDARY _W- WATER UNE -SEE SEPARATE PLAN ,n .A PROPOSED EOE OF PAVEMENT 2. PROPOSED SAWOUT lBYT LINE M _ JOINT UTNTY TRENCH 3. FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT W/ TR5=N0. 5 Siff O CURVE NUMBER FOR CURIE DESORPTION ITEM OF WORK - SETS SCHEDULE 5. SECTION DESCNATOt ffCTGM UTTER 6. 3 A 2 7. ffCiKtl 5 51tlW VICINITY MAP " i POST MILE MARKER .85 �klP.a��AOA�E �T-� ; ----• MOUNTAIN RIDGE DR, acne +• - a°e 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+4250 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) NOTE: 1. 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 FKnow whals below. / . - G 7s $ offs, h- Call before you dig. oIl FD. ICGCONC. MON. 1-1t.�,`_•-,4 - . Y - - -- PLEASE REFER TO F „al _ ,— SEPARATE ASHE ROAD -- _— ._ GRADE BREAK , STREET IMPROVEMENT PLANS E° E wgg 3 •X vs. z .� 3 3 > . . �o1 NH It z '4 s I; 11 __3_4134' 32 �2F __ •' wR/W a m d ii w uly� 12 ------- -- -- JYQI t0. PROPOSLD IIS" WATER &� : + Eav<�i� N 1 m ay IN a+i-nz5 +m�qPw; yr / SEE SEPSRATE WATER PLANS LOCK —��FUTURE FUTURE F.L. ,� _ EXIST. R/W 4 - Z. w 6'H.M.A. EX EP SHOULDER 1 -EXIST. m ___ _IN ---�------- �--- -' ------- -- PROPOSED NEW ET.W. ===___=-+.�ly. 18+00 `/ ----- ---- ---- --- -_� FD. ICGCONC. MON. 1-1t.�,`_•-,4 - . Y - - -- G 24"'1 WTNESS 1 �I 1 F „al CORNER 40' NORTH Of S.W. CO. SEC. 34. 30/27 I ,— PER R/S BN. 15, PG. 17E ,� _ __ - -- _— ._ GRADE BREAK , SW COR. SEC. S" wgg 3 •X vs. z .� 3 3 > . . �o1 m�ano 8�4 >>�{) mn^� 34 , TR. 6758 a'oviJw oz z -MiCit 1 UNIT 433 EX. AC CURB TO REMAIN�,..r" 1-4 I �' 1 STATON DESCRIPTION:RE a BEGIN 24" DRAIN UNE F w w STA 18+76.08, CL 56.90LT. LINE TABLE dRYE RADIUS LENGTH TANGENT DELTA F „al 2❑ END 24' GRAIN UNE STA 18+93.13, CL 58.59[7. 2 \\ 34.70'j 8970'00'_ L7 N04TT7'59'E 35.37' BEGIN 24' BRAINTREE w ',� o _ r STA. 18+74.62, C.L.55.60LT- �+ J ti _ TF z VLL �+F rc J JLL ups T. rENT� \ �i �iW qz `i , / i S" wgg 3 •X vs. z .� 3 3 > . . �o1 m�ano 8�4 >>�{) mn^� 34 , TR. 6758 a'oviJw oz z -MiCit 1 UNIT 433 z '4 =--t-- __3_4134' 32 �2F __ •' wR/W a m d ii w uly� 12 ------- -- -- JYQI t0. PROPOSLD IIS" WATER &� : + Eav<�i� N 1 m ay IN a+i-nz5 +m�qPw; yr / SEE SEPSRATE WATER PLANS LOCK —��FUTURE FUTURE F.L. ,� _ EXIST. R/W 4 - Z. w 6'H.M.A. EX EP SHOULDER 1 -EXIST. m ___ _IN ---�------- �--- -' ------- -- PROPOSED NEW ET.W. ===___=-+.�ly. 18+00 `/ ----- ---- ---- --- -_� '�_; --�-__ - 1600�BB�Ca�ya — — — — — — • m r,-- ___-.-_ - - - - �-E----U----�----- 1 �PROWALL �a`wi5 / /` Ca DUITSINSTALL NW/ SPLICE SO PAL — 6 ^3. \\_-724. ONTMU NT TRENCH n n ---------- --DRAIN 325.380 .__ - -- _ D - _ FP. - -pi S89.0433'E _ __-__------"- —•-- _ ----------- 36.ae --- -- �--�_- 1981.33c ----Ti- - --- ----=---alt _____ 9 _ Gni I<a^ .,, --------------- -------'------ - -----__---- I�-SG03-------_-_--- 0 NOT A PART 24 5YNRAINE, -yam - _ ¢ �FUNRE R/W V/ SEC. ( SEC BR 0 11 12 13 14 15 16 i 5 6 s VEST, TENT. TR, 5969 17 4 �� 3 UNIT 1 CURVE TABLE LINE TABLE dRYE RADIUS LENGTH TANGENT DELTA UNE BEARING LENGTH 1 35,00' 54.87 34.70'j 8970'00'_ L7 N04TT7'59'E 35.37' - 14 3500' 55118'35.10'900952' N -- r , 4GJLL L. L2 S88'02'05'E 17,05' _2- 39.30'_ o '4 =--t-- __3_4134' 40.04 6249' 39.66'89.3HY20' i 354 m 360 358 '— -- '-- 356 354 f------- 352 --�--- -- 352 '- - - 350 - - E - 348 ! �� 346 344 } --' ---- - 342 - 340 --- - - i 338 ------ 336 `-- ---- - 334 t- - I 332 r --- `- 330 - - 328 ! -- 10+00 11+00 i 12+00 TAFT HIGHWAY (STATE ROUTE VI-KER119) (STA. 10+00.00 G.L. TO STA. 22+00.00 C.L-) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 13+00 14+00 15+00 ----`----`-_'_--'------t------'------ NAG --'`----- ---- - VERT.D m Y 4up1i, 340 FUTURE (ORB & MATTER AND SIDEWALK RYE - W'n 7 ^ B 10 I1 12 1 - 14 a : N -- r , 4GJLL L. i W I -APPROAMATE-EXIST�. y GROUND AT CLS ; o ^ tad =--t-- jy 3 -- --'_--'----- i 354 m ------- -- -- JYQI t0. ' i- _ip NTIRE NOR1H! FLOWINE --7-----.-----._._...-,- _ - - 352 - - - -- - --- ; 328 __ _ 350 > �ddzP m� i J -L------ I _ - t---, L----'----"-----(-------- i 3 46 --- I i I I E 3 PRO 16+00 17+00 18+00 13+00 14+00 15+00 ----`----`-_'_--'------t------'------ NAG --'`----- ---- - VERT.D m Y 4up1i, 340 FUTURE (ORB & MATTER AND SIDEWALK RYE - W'n 7 ^ B 10 I1 12 1 - 14 a : N -- r , 4GJLL L. a t o + id { rta jy 3 w i i 354 ---__ ------- -- -- JYQI t0. N w --i NTIRE NOR1H! FLOWINE --7-----.-----._._...-,- _ - - 352 m z,Hm, ; 328 __ _ 350 > �ddzP m� i J _ - - 3 46 52 PROPOSED NORTH FLOWUNE FUTURE CURB & GUTTER PRO 16+00 17+00 18+00 4x+, TNe" � hm b- 31 f/nANId OX „� 6 /. . -. TRACT F �* 4 ^IQ -- - __ �- -- NO7 A PART 340 FUTURE (ORB & MATTER AND SIDEWALK RYE - W'n 7 0 a B 10 I1 12 1 - 14 VEST. TENT. TR, 6759 336 a EASEMENT LEGEND: Qj CA ANS RIGHT-OF-WAY PER RECORD OF SURVEY NO. 3123 IN BOOR 26 OF RECORD OF SURVEYS AT PAGE 123. © Po1RWIDE DE�PoGHT OF THE PUBLIC FOR ROAD - -- - __ �- -- --360 340 ; RYE - 0 a 58 z U < 336 a o yid .:o 334w� jy 3 w i i 354 M la 332 N w --i --_- 5 - - 352 m z,Hm, --- 328 __ _ 350 > �ddzP 48 a _ - - 3 46 _ PROPOSED NORTH FLOWUNE - - --- 42 II "ul'- - -- -- - -- `-- '-------t-----__--'------'----i-- — t -r_;; 340 � J; 3 38+ W I - �-----' -j---- 36 • a -i- i !! gm g 334 a - - , -3 - - -j _3I -3 32 E u ' IN57ALI_11711S7 LFBE24'.RGk-ffiP.-.4_x.11$_-.. SEE SHEET 3 FOR GDNTNUAII ; ___J..,_-._:________.._. i 330 IOSED CURB & GUTTER - ---- ------ ` -- - _.- -�-1 328 19+00 20+00 21+00 22+00 22+50 350 348 346 344 342 340 338 336 334 332 330 328 326 324 SECTION A SCALE 1"= 1":10' HORIZ. 2 5' VERT. 350 348 V 346 344 i::E 342 L- SECT10T. SCALE 0' NORIZ. QQ i'e5' VERT. LEGEND: LEGEND (CONT): LEGEND (CONT.): CONSTRUCTION NOTES: NOTES: ABMA71 ME MATCH EXISDNG FURNISH k INSTALL TRAFFIC SIGNS PER CALTRANS STANDARD. ,� ,� O CONSTRUCT 'TYPE A2-6" CURB & GUTTER PER CALTRANS STANDARD 1, ALL CATCH BASINS TO BE *TYPE GO' PER CALTRANS EIXE a PAVEMEN- FL FLOWUNE POVC POINT ON TICAL CU CURVE 'R1-1' - STOP rW31(r - - SCHOOL 2dg PLAN A87A (CURRENT EDITION). STD. PER 2' DEPRESSION W/ BICYCLE PROOF CL CENTGPoONE EVC ENGIN VERTICAL WRVS 'RIS -t' - CNE WAY 'W31(CA)• - END ' -"- -"- -- -- - - -- - FUTURESAWCUO CONSTRUCT 5.5' COMBINATION TYPE SIDEWALK PER CALTRANS STANDARDS GRATEPER STD. D778. ELEV ELEVATION EVC ENO VERTICAL CURVE 'fl5-i' - DO N07 ENTER WI4-P -DEAD END ---------- FUTURE RIGHT-OF-WAY BON BEGIN CURB RETURN PI POINT OF INTERSECTION •R26(CA�' - NO PARKING 'W14-2' - N0 OUTLET /� CONSTRUCT HANDICAP RAMP PER CALTRANS STANDARD PLAN SECTION OFSiGNATION. ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE 'R3 -SR - RIGHT TURN ONLY •WD -7- - DOUBLE ARROW WJ OMI -3 MARIffR FUTURE CURB A W MER Q ABSA-CASE C. BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE •R4-7- -KEEP RIGHT 'WI -6" - SINGLE ARROW LLQ' -- W FURNISH AND INSTALL WADER LINE EC END CURVE TC TOP OF CURB R81(CA)' - 8H(E LANE •WI_i• _ CURVE ANgOW 4 SAWCUT EXISTING E.P. AS SHOWN OR AS DIRECTED BY A CALTRANS A PIVC POINT OF INTERSECTION FP FINISH PAVEMENT _ NO PARKING 'pyy _ SdMAL AHEAD I,JOINT UTILITY TRENCH O FIELD REPRESEVTAi1VE. ----- -- BKE LME 2 OF VERTICAL WRVS FC FINISH CONCRETE 1, _ S7OU �� 54-2' -WEEN WBDREN ARE PRESENT ----------- - TURN& k INSTALL SPLICE BOX O EXISTING TRAFFIC SIGN TO 8E RELOCATED. 51EEi WIDE gCTI(M S SNOYM P.O.C. POINT ON CURVE TOM. TOP OF MANHOLE 54-3' - SCHOOL P/L PROPERTY UNE R/W RIGHT-OF-WAY "R2-1" - SPEED LIMIT 21-W73A(CA)- - NIGHT LANE TURNS RIGHT AHEAD FOR INTERCONNECT W/ TR5-N0. 5 SIZE EP. EDGE OF PAVEMENT S.D.M. STORM DRAIN MANHOLE - FURNISH AND INSTALL GATE VALVE ® EXISTING UTILITY SIGN TO BE RELOCATED BY OTHERS. (IX)EXI5T. EXISTING UG UNDER GROUND ----" CONSTRUCT STORM DRAIN PER CALTRANS STANDARDS N H,M.A NOT mix ASPHALT ETW. EDGE OF TRAVEL WAY ® CONSTRUCT STORM DRAIN MANHOLE PER '=♦ FURNISH AND INSTALL WHARF HYDRANT O EXISTING TREES TO BE REMOVED. OQ 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 © EXISTING TRAFFIC SIGN TO REMAIN. ® EXISTING SURVEY MONUMENT PLAN D748 (CURRENT EDITION), -+- FURNISH k INSTALL STREET SIGH PER CAI -TRANS STANDARD. TRACT BOUNDARY Q TOM OF WORK - SEE SCHEDULE O EXISTING TRAFFIC LIGHT TO REMAIN. -- EASEMENT LEGEND ��A�� EJOSTING TELEPHONE i FURNISH & INSTALL METRO STREET SIGN PER CALTRANS STANDARD -..__..__ u _._..._.,_ EXISTING WATER 1Q STATION NUMBER 1O PAVEMENT - SEE CROSS SECTION ON SHEET 5. -�-;-- FURNISH & INSTALL STREET UGHT-5800 LUMEN PER CALTRANS STD. ES -6E. __ _, _. _ --R_ _. _. _. .._ EXISTING PAVEMENT TT EXISTING INTERCONNECT CONDUIT PIPE. s FURNISH At INSTALL STREET LIGHT -9500 LUMEN CALTRANS STD. ES -8E. EXISTING GAS EXISTING UTILITY PLAN TO BE RELOCATED BY OTHERS OOSRNG NIGHT OF WAY 12 e-,- FURNISH & INSTALL STREET UGHT-22000 LUMEN PER CALTRANS STD. ES -6E Knowbelow. Call before you dig. z 6 0 a C 3 O t O N co 2 N w ir 0 Q 0 z N = 6 0 Z LEE J ME 00C UJ O W F Q � O I LU {1 (` O cl) L W N Q 0 340 m o 0 0 a 338 z U < 336 a w U 334w� 332 N w 330 m 328 326 SECT10T. SCALE 0' NORIZ. QQ i'e5' VERT. LEGEND: LEGEND (CONT): LEGEND (CONT.): CONSTRUCTION NOTES: NOTES: ABMA71 ME MATCH EXISDNG FURNISH k INSTALL TRAFFIC SIGNS PER CALTRANS STANDARD. ,� ,� O CONSTRUCT 'TYPE A2-6" CURB & GUTTER PER CALTRANS STANDARD 1, ALL CATCH BASINS TO BE *TYPE GO' PER CALTRANS EIXE a PAVEMEN- FL FLOWUNE POVC POINT ON TICAL CU CURVE 'R1-1' - STOP rW31(r - - SCHOOL 2dg PLAN A87A (CURRENT EDITION). STD. PER 2' DEPRESSION W/ BICYCLE PROOF CL CENTGPoONE EVC ENGIN VERTICAL WRVS 'RIS -t' - CNE WAY 'W31(CA)• - END ' -"- -"- -- -- - - -- - FUTURESAWCUO CONSTRUCT 5.5' COMBINATION TYPE SIDEWALK PER CALTRANS STANDARDS GRATEPER STD. D778. ELEV ELEVATION EVC ENO VERTICAL CURVE 'fl5-i' - DO N07 ENTER WI4-P -DEAD END ---------- FUTURE RIGHT-OF-WAY BON BEGIN CURB RETURN PI POINT OF INTERSECTION •R26(CA�' - NO PARKING 'W14-2' - N0 OUTLET /� CONSTRUCT HANDICAP RAMP PER CALTRANS STANDARD PLAN SECTION OFSiGNATION. ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE 'R3 -SR - RIGHT TURN ONLY •WD -7- - DOUBLE ARROW WJ OMI -3 MARIffR FUTURE CURB A W MER Q ABSA-CASE C. BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE •R4-7- -KEEP RIGHT 'WI -6" - SINGLE ARROW LLQ' -- W FURNISH AND INSTALL WADER LINE EC END CURVE TC TOP OF CURB R81(CA)' - 8H(E LANE •WI_i• _ CURVE ANgOW 4 SAWCUT EXISTING E.P. AS SHOWN OR AS DIRECTED BY A CALTRANS A PIVC POINT OF INTERSECTION FP FINISH PAVEMENT _ NO PARKING 'pyy _ SdMAL AHEAD I,JOINT UTILITY TRENCH O FIELD REPRESEVTAi1VE. ----- -- BKE LME 2 OF VERTICAL WRVS FC FINISH CONCRETE 1, _ S7OU �� 54-2' -WEEN WBDREN ARE PRESENT ----------- - TURN& k INSTALL SPLICE BOX O EXISTING TRAFFIC SIGN TO 8E RELOCATED. 51EEi WIDE gCTI(M S SNOYM P.O.C. POINT ON CURVE TOM. TOP OF MANHOLE 54-3' - SCHOOL P/L PROPERTY UNE R/W RIGHT-OF-WAY "R2-1" - SPEED LIMIT 21-W73A(CA)- - NIGHT LANE TURNS RIGHT AHEAD FOR INTERCONNECT W/ TR5-N0. 5 SIZE EP. EDGE OF PAVEMENT S.D.M. STORM DRAIN MANHOLE - FURNISH AND INSTALL GATE VALVE ® EXISTING UTILITY SIGN TO BE RELOCATED BY OTHERS. (IX)EXI5T. EXISTING UG UNDER GROUND ----" CONSTRUCT STORM DRAIN PER CALTRANS STANDARDS N H,M.A NOT mix ASPHALT ETW. EDGE OF TRAVEL WAY ® CONSTRUCT STORM DRAIN MANHOLE PER '=♦ FURNISH AND INSTALL WHARF HYDRANT O EXISTING TREES TO BE REMOVED. OQ 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 © EXISTING TRAFFIC SIGN TO REMAIN. ® EXISTING SURVEY MONUMENT PLAN D748 (CURRENT EDITION), -+- FURNISH k INSTALL STREET SIGH PER CAI -TRANS STANDARD. TRACT BOUNDARY Q TOM OF WORK - SEE SCHEDULE O EXISTING TRAFFIC LIGHT TO REMAIN. -- EASEMENT LEGEND ��A�� EJOSTING TELEPHONE i FURNISH & INSTALL METRO STREET SIGN PER CALTRANS STANDARD -..__..__ u _._..._.,_ EXISTING WATER 1Q STATION NUMBER 1O PAVEMENT - SEE CROSS SECTION ON SHEET 5. -�-;-- FURNISH & INSTALL STREET UGHT-5800 LUMEN PER CALTRANS STD. ES -6E. __ _, _. _ --R_ _. _. _. .._ EXISTING PAVEMENT TT EXISTING INTERCONNECT CONDUIT PIPE. s FURNISH At INSTALL STREET LIGHT -9500 LUMEN CALTRANS STD. ES -8E. EXISTING GAS EXISTING UTILITY PLAN TO BE RELOCATED BY OTHERS OOSRNG NIGHT OF WAY 12 e-,- FURNISH & INSTALL STREET UGHT-22000 LUMEN PER CALTRANS STD. ES -6E Knowbelow. Call before you dig. z 6 0 a C 3 O t O N co 2 N w ir 0 Q 0 z N = 6 0 Z LEE J ME 00C UJ O W F Q � O I LU {1 (` O cl) L W N Q ❑C 2 3 IAT UNE LOT LINE - � GSTC STUB T bWATER LIFTER I MAN 1RENm1]R/W � I -------— — — LOT UNE - TYPICAL INTERIOR STUB INSTALLATION NO SCALE P CFNtSI CRADE 30' LEARN IN FRAHCBSE APFA 30' DANNY N _41',�: nULKHISE AWA OYFR TELE .�,V":z isti. ':: 2' OR 4' '��✓.. POSSIBLE BY 1) r SNR SNADNO MOND GAS & EIECTRIO F SOI. IS NOT ROCK FATE 2) ONLY PARTIES PARTICPATNO N U.SA. ARE MOWED N JOINT rdNCN 3) ANY PARTY EXCEEDING ITS TRENCH ALLOTUENT SNAIL MAKE IRfANGEWENTS TO ENSURE THAT TRENCH WILL ACCOMODATE ADDED FACILITIES 4) GAS TO 00 ON WE OF TRENCH NEAREST STREET 5) TRENCH LAYOUT SHALL CONFORM TO UO STANDARD S54n B TYPICAL DISTRIBUTION TRENCH NO SCALE NOTE: ALL SERVICES AND SUB -STRUCTURES ARE NOT TO SCALE FOR CLARITY. ALL COMPONENTS SHALL FIT WITHIN THE PUE OR FRANCHISE AREA UNLESS OTHERWISE NOTED. REFER TO DETAILS FOR LOCATIONS. A SUBSTRUCTURE VERIFICATION STAMP DEVELOPER PLEASE NOTE AND SIGN ALL P.O.t E OICMIIR6 AXL 80X6 WINE BEBI SET N OPAOE ACCOPDNO 10 GYRE 4YIGS PAT'T'ED Rt OClaDPfftS EIxMEIR Al! M515 TO Pfl,OCAIE (Xt RE-AON3T 80x6 AT A lA1EA (WE AIL BE 8aIL0 TO THE CflEInPER. PlF SE 1NY£ 1YWR JOE SUP. YEfIFY RTE CIXWEC tD ORYE Oi Nl. fG<IDSLR6 Ix0 Box6. uU SCN Nro MTE CASINO. TTWiX 11x1 SIGNED DIAL 611 DATE 4 r w. l FINISH GRADE a °�t�. 24' MN. WL 1) r SAND SHADING AROUND OAS & ELECTRIC IF NATIVE SOL IS NOT ROCK FREE 2) SEE OTHER DETAIL F NON -PG&E SR&ElU NS N WRENCH H N U.SA ARE 3) ONLY ED IN S IS M04 ALLOWED N 71IS TRENCH GAS � I2' TIAL TRENCH SIZE FOOTAGE BACKFILL SURFACE DEPTHDIST ELECTRIC SECONDARY e �• IY YY1. 24' x 59 ®o® SPREAD DIRT r sxAmw TYPICAL SERVICE TRENCH 5 � 6 a 1 O' 10' PUE 4'/6' 1' PAD -MOUNTED EOUIPMENT SUBSURFACE TRENCH ENCLOSURE CENTERLINE TYPICAL INTERIOR STREET xo xxc O � w 16' z F". ll'M- U lr' TRENCH CENTERLINE TAF T HIGHWAY xa sGNE 7 JOINT TRENCH RECAP COMPANY G GAS P OR SERVICE TRENCH SIZE FOOTAGE BACKFILL SURFACE DEPTHDIST ELECTRIC SECONDARY T 24' x 59 486' SPREAD DIRT FTRENCHDISTRIBUTION DIST 24' x 59°SPREAD — — — PROPOSED MAIN LINE TRENCH DIRT EXISTING UNDERGROUND FACILITY DIST 24"z 59' 873' SPREAD DIRT PROPOSED #3 (24' x 36' x 18') ELECTRIC SPLICE BOX DIST 24'x59" 63' SPREAD DIRT PROPOSED TELEPHONE PEDESTAL\SPUCE BOX DIST 24"x59" 1 150' SPREAD DTR? INDICATES TRENCH FOOTAGE & OCCUPANCY SERV FRANCH 18° x 46° 362' SPREAD DIRT PRNATE 18° x 46° 210' SPREAD DIR PfSERV SERV COAT18" x 46" 950' SPREAD DIRT 0 Q SERVICE 18' x 46° 10' SPREAD DIRT GAS NOTE: TRENCH DEPTH NOT TO EXCEED 5' UNLESS APPROVED BY PG&E INSPECTOR. IN NO CASE SHOULD PLASTIC GAS PIPE BE INSTALLED AT A DEPTH GREATER THAN 10' UNLESS APPROVED BY PG&E SENIOR GAS ENGINEER. FOR TRENCH INSPECTION CALL (559) 263-7312 JANY CHANGES TO THIS DESIGN MUST FIRST BE APPROVED BY PG&E. GAS ADE: DOMINIC OTHART - PHONE: -(661) 398-5817 NOTE: USE THIS DRAWING FOR STAKING TRENCHES ONLY. REFER TO APPROVED ELECTRICAL_ DRAWINGS FOR ELECTRIC FACILITY PLACEMENT, DETAILS, AND CLEARANCES. JDNT TRENCH COMPOSITE APPROVED HY: GAS ADE: ELECT ADE: DATE:__ s 0 m GENERAL NOTES: 1, DEVELOPER TO 00 ALL TRENCHING. MADRID. AND BACKFRLNG. PER UO STANDARD S-5453. 2. PHONE AND CABLE TV FACILITIES ARE SUBJECT TO CHANCE AT THE DISCRETION OF THOSE COMPANIES. DS, A PABOxES ANO OTHER FACILITES ARE HN SHOWN TO SCALE 4. GAS AND ELECTRIC FACILITES WILL REQUIRE SAND SHADING F NATIVE SOI. IS NOT ROCK -FREE PC&E WILL INSPECT BACKFILL MATERIAL TEL AND/OR CATV MAY ALSO REQUIRE 12' OF SAND BACKFILL 5. GROUND TO BE MORN .2 FT OF FINISH GRADE PRIOR TO TRENCHING. 8. GAS AND ELECTRIC FACILITES REQUIRE AT LEAST V OF SEPARATION (I' UNDISTURBED SOIL) FROM PARALLEL RUNS OF WATER, SEWER. OR STORY DRAIN. 7.PRE-CONSTRUCTION MEETING REQUIRED TWO WEEKS PRIOR TO THE START OF NSTALLATION, IL CALL U.SA. AT LEAST 48 HOURS PRIOR TO TRENCHING (DIAL MI) 9. PG&E WILL ASSIST IN LOCATING ENDS OF E)aSTING OAS MAINS 10. DEVELOPER IS RESPONSBLE FOR OBTAINING ENCROACHMENT PERMITS. IT. STREETLIGHT LOCATIONS MAY NAVE CHANGED, REFER TO THE APPROVED STREETLIGHT IMPROVEMENT PLAN FOR STREETDGHT INSTALLATION. I2. DEVELOPER SHALL CONTACT ALL INVOLVED PARTIES PRIOR TO MAIONO ANY CHANCES FROM THIS DRAWING. 13. REFER TO EACH PARTYS INSTALLATION NSTRUCTIONS FOR MORE PRECISE DESCRIPTION OF SUBSTRUCTURES AND OTHER REQWFUENTS. LEGEN D: COMPANY G GAS P ELECTRIC PRIMARY 5 ELECTRIC SECONDARY T TELEPHONE C CABLE TV _ SLASH INDICATES CHANGE IN OCCUPANCY ' ----- PROPOSED SERVICE TRENCH — — — PROPOSED MAIN LINE TRENCH EXISTING UNDERGROUND FACILITY [2] PROPOSED 02 (17' x 30" x 18') ELECTRIC SPLICE BOX [2E] PROPOSED #2E (17' x 30" x 26') ELECTRIC SPICE BOX [3] PROPOSED #3 (24' x 36' x 18') ELECTRIC SPLICE BOX [EE] PROPOSED #3E (24' x 36' x 26') ELECTRIC SPLICE BOX [B] PROPOSED /6 (4' x 6'-6" x 5') SUB -SURFACE ENCLOSURE [T] PROPOSED TELEPHONE PEDESTAL\SPUCE BOX [C] PROPOSED CABLE SPLICE BOX PROPOSED PAD MOUNTED TRANSFORMER 1tl' INDICATES TRENCH FOOTAGE & OCCUPANCY }---j-4 PROPOSED LS 2A STREET LIGHT LOCATION (SEE NOTE 11) PROPOSED SERVICE LOCATION ALL FIELD CHANGES REQUIRE PRIOR APPROVAL FROM: COMPANY TELEPHONE 1. LES INGLES P G & E (661) 398-3907 2. BRIAN FRANZ ATT (661) 631-3492 3. GREG EOFF BRIGHTHOUSE (661) 395-3351 VYMySWMmd SSNST.'AM irer�n: FF.MI S.a YPiiltl a°b[ax! ylraN ftlN4lTgMApx—NAY IagAkW,RlPxAnl r r Qp _ 'i:DaaT+iaheiavcT- 1 t P'YliMwFi CiliCi-wntY' _ _ _ - i Z W s s z - V) ueuons __ .• — McKEE RD. PROJECT CO SITE Z c o p Z Qp LJ Z W ui I V) a — TAFT HWY NTS VICINITY MAP I. /• d 7S -4L 6 5 4 CV CV CV M N CO Z Q W D- LLI o IL I- 0 Q N7 LL O �w ¢� a GO LLJF- F) O CL O C) N w a za � Z E� w O O J OWim~ w .D >. �y ID ce J DO O O. W M E- o L L) Z K ¢ Y { z I C, H "Hj ly d' w O N Z z a W U W E Of Of 3 2 1 INCH 0 t' VEST. TEjwr�\,, TR, 5758 1 I 32 1 1 PROP. BLOO( WALL ��ATE PLANS 0 p� `T DONT I �� n nae,u I anv an• I. vti 4 l I I SIN 11 12 .11w l 13 VEST. TENT. -rR. 6758 i p 1 a. 31 ( 25 g 3 I '8 2 a4 g I tea\' �N+' INSTALL w LK V INTERCONNECT $j !R- CONOVIIS W/ +c+ W/ SPLICE rn rPROPERTY UNE t. TRACT `NNRE R/W I I i AER LNS 23 v n 1 PROP. 12'WATER ) SEE SEPARATE IX EP. 0 Et ________________ ____ i "51 x -35"a -A; , STUMP 14 15 15 17 18 SUMP FOR TRACT NOS. 6758 AND 6491 SEE TRACT GRADING PLANS ADDITIONAL I DEDICATION PER d� w DOCUMENT NO TRACT BOUNDARY 8' �EX. i6" WATER _ IX PAr - a EXISt. E.P. EX15T. E.P. I > S� W� PE GUTTER R.9 D .,, ,' % 'I'ys ALK gip._- ._-_.- _---- _ - _ _ TPLANS -.. - ----.. _ _ ,_ __ .. _ __ _ _ _ _ TAFT HWY. STRIFE e _'_ ,,;�( 4�) �""' '--^+• �-u _ _ - - - CONSTRUCT JOINT ------ ,UTILITY TRENCH _---_-- --- -- _____________ _ _________________________ ________ ___ ___ __ 31100 __,-_ _ _ NOT A PART sz'� - -- --VIERSION OF -- - """` - L_ EAST LINED 3`Jr ` '6'•4 p . -.�y,i:__ F _ - ..isR.� m -. � �29+81,33. 8810UNDAR :; Y t" 1 CL. _ �yr ,�. _ _ _ _____„_—_---_ .�.�___�40� ..._ ,._- _ ___- _-_�_ __1 -FUTURE CURB & GUTTER ANO SIDEWALK `ZEST. TENT. TR. 6753 UNIT 5 SEC. 19 20 21 22 23 24 25 26 27 28: 29 30 31 TAFT HIGHWAY (STATE ROUTE VI-KER119) (STA. 22+00.00 C.L. TO STA. 29+81.33 C.L.) SCALE: 1' = 50• HORIZONTAL 1' = 5 VERTICAL EASEMENT LEGEND: 0 CALTRANS RGHT-OF-WAY PER RECORD OF SURVEY NO, 3123 IN BOOK 26 OF RECORD USURVEYS AT PAGE 123. ® �OD RIGHT OF THE PUBLIC FOR ROAD 360 r - r - - -- - - - - - - - - - - - -- --- -- - -- - - 360 352 — ----- - - - -- 352 - - - - VERT. -D APPROXIMATE FINISHED = I RLE _ GRADE AT DRAW UNE -._. a T.. __ __ �_,__._ __.ti I _ 358 ! - - --- --- - - -- -- - - --' - --- - --- - - - - - -E 58 350: --op moo« - - --- 350 I �— - - -! 3 r , n W R 356 -'.-- ---- -- �'--- - - -- - - - -----------`----- - ----- PLAN FOR o TALL-- BT - �- { - n W -r j—� - a-- - 356 348 ' _ - .-- 348 i : 354 ---- - ---- --w—E— + -r 354 346 -' 8 g5 8 - - 352 --- - `-'—i` - : ` --{ - - - �c - - - g- �- - ; -4- 350 # 352 344 -_ - i—k.._._,G— 344 350 , . ' <'o }- RPPRDX MA t-fl09RN _ - 350 342 r - • ! -- �r --- 342 t = < d °' : '� - =---i- GROONU, A, C.L. et 7 —� --�< - -� 348:— _ - �. I— i -_ ---- 31 ` - - �---- r--: -- =�� - - 348 34 F CONTINUATION 50:41% - - _ -- ! O.kiY- PROPOSEtf NOiTN FI.OMLINE - .3oX --------- - S 0 { 340 I ' � - ry it i 346 ' i . - - = - -- ---- 3G < c. 346 338. r - -- -.338 fir- 'd H Se O � ! ». - Sliv;, FLOYNVE PE4--. _ -. . F i - iR 6491 T�F� YIOiWAY t I 7F 344 ( I .. V _-_1_...-- 344 336 ; __.__.i._-. `_.-_, ti - _ --+336 - T ---'--- ------- -1--- su -I- > P BOTTOM 342 -----�----!----3 ----Y----r--j----�---- --'-------`- - -_ _ - �. - - *----°----------_.- - - -- - - --- - - _ - _ - - ---- - - - M----- --- -' -- - - - - _. - 4 - 342 33 -�--- - --' 33 4 8 340 --- � �-- + 340 33 I ` = t —� 338 NEar,2s DRAT+ r__ . _. _ -- s # 2 � �H ?___ __-TmxTj4-DRAM i - - 338 330 i s� X330 336 3 i 33 6 328E 28 334 _ $99,nm! yam -326 334 326 - INSTALL 7395 LF OF 332 -- _� -- -t- - - - - gra -- 332 324 - - _ ---!324 < a - ' SECTION c G s 330INSTALL 3]6.57 F O 24' RGFRCP @ -0.175 INSTALL 378.57 LF OF 24' PCP 8 -0.T1X ns - -- - 330 SCALE t"ID5' VERT 3 SEE $HEFT 2 EOR CONIWUATION _ t _ . .I # :_ ,_ 328 ._. -._ _ _-=-- - - - - i - - - - ---- -- - - -- ` -- ` -` - - '----' I � -----------�---�----- --- - --- - - --- - - --' -- -- -- ' 328 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 LEGEND: LEGEND (CONT.): LEGEND (CONT.): CONSTRUCTION NOTES: NOTES: ABBREVIATIONS ME MATCH EMSTING R7-1 FURNISH & INSTALL TRAFFIC SIGNS PER CALTRANS STANDARD. ,� �� O CONSTRUCT 'TYPE A2-6' CURB & GUTTER PER CALTRANS STANDARD 1. ALL CATCH BASINS TO BE "TYPE GO' PER CALTRANS EOM OF PAVINENT FL FLOWUNE BW PONT ON VERTICAL VE i R7-1' - STOP -41(C - END SCHOOL ZONE PLAN A87A (CURRENT EDITION). STD. PER 2' DEPRESSION W/ BICYCLE PROOF CL ELEVATOR BVL' REDIA VERTICAL RIVE R5-1- - 01 WAY "W31 -f - END '- - - FJTURESAWCUO CONSTRUCT 5.5 COMBINATION TYPE SIDEWALK PER CALTRANS STANDARDS. GRATE PER STD. 6778. ELEV ELEVATION END END VERTICAL CURVE '85-1' - DO NOT ENTER 'Wlht' -DEAD END ---------- FJRRE RICHT-OF-WAY BCR END CURB RETURN R POINT OF INTERSECTION r5CA)- - NO PARKING 'WI4-2' - NO Wll£T=-___________________ FJIURE CURB &GUTTER 3 CONSTRUCT HANDICAP RAMP PER CALTRANS STANDARD PLAN SECTOR OEStlNA'ION: ECR END CURB RETURN PRC PONT OF REVERSE CURVATURE -83-58 - RIGHT TURN ONLY 'M -Y - DOUBLE ARROW W/ Otl-3 MARKER O A68A-CASE C. genGR !FRIER BC BEGIN CURVE PCC PONT OF COMPOUND CURVATURE 'RhY - KFFP RIGHT WT -6' - "'CLE ARROW W FURNISH AND INSTALL WATER UNE EC END CURIE TC TOP OF CURB R81(CA)' - BII(E LNff yW-1' - CURVE ARROW ® FIE. R EXISTING E.P AS SHORN 018 AS DIRECTED BY A CALTRANS PING PONT OF INTERSECTION FP FINISH PAVEMENT R7-9 - NO PARKING -.1, - SIGNAL AHEAD u .DINT UTILITY 1 iNO1 flElD REPRESENTATIVE. -- - O' VIIRTICAL CURVE FC FINISH CONCRETE BIKE LANE X54-2' - WREN CltltDREN ARE PRESENT 2 P.O.C. PONT ON CURVE TAIL TOP OF MANHOLE V-1' - S' AN Sha' - SCHOOL '------- �= FURNISH & INSTALL SPLICE BOX � EXISTING TRAFFIC SIGN TO BE RELOCATED. 61¢ET xTFTE SEC1104 SM- P/L. MIAMI P/T. PROPERTY UNE R/W RIGHT -O' -WAY S -T" - SPEED �T 20 -W73A(CA)' - RGIT LANE TIMS RIGHT KNEAD FOR INTERCONNECT W/ TR5-NO. 5 98 EP EDGE OF PAVEMENT S.O.M. STORM DRAIN MANHOLE ___ p CONSTRUCT STORM DRAIN PER CALIRANS 5FANDARDS M FURNISH AND INSTALL GALE VARVE © EXISTING UTILITY SIGN TO BE RELOCATED BY OTHERS. (EX)EXIST. EXISTING UC UNDER GROUND H.M.A. HOT MIX ASPHALT E.T.W. EDGE OF TRAVEL WAY ® CONSTRUCT STORM DRAIN MANHOLE PER i FURNISH AND INSTALL YARNS HYDRANT O EXISnNG TREES TO BE REMOVED. ® FURNISH & INSTALL SURVEY MONUMENT PER CALTRANS SM. A7hTYPE 0 CALTRANS STANDARDS CONSTRUCT CATCH BASIN 'TYPE GO' PER CALTRANS STANDARD 1 CJRVE NUMBER FOR CURVE DESCRIPTION Qo EXISTING TRAFFIC SIGN TO REMAIN. EXISTING SURVEY MONUMENT PLAN D748 (CURRENT EDITION). ® 1 ---------- TRACT BOUNDARY O/�� EAS OF WORN -SEE SCHEDULE O EXISTING TRAFFIC LIGHT TO REMAIN. T FURNISH &INSTALL STREET 51!78 PER CALTRANS STANDAR. LE> EASEMENT LEGEND -- EXISTING TELEPHONE1D PAVEMENT -SEE CROSS SECTION ON SKEET S. lu +FURNISH &INSTALL METRO STREET SIGN PER CALTRANS STANDARD EXISTING WATER TO STATION NUMBER OFURNISH & INSTALL STREET UOR-5800 LUMEN PER CALTRANS STD. ES -6E. __ _- -- _- -- -_- -- --_. .- EXISTING PAVEMENT 11 EXISTING INTERCONNECT CONDUIT PIPE. — c,- FURNISH &INSTALL STREET LIGHT -9500 LUMEN CALTRANS STD. ES -6E EXISTING GAS EXISTING UTILITY PLAN TO BE RELOCATED BY OTHERS. -- _ _ .-,. EXISTING RIGHT OF WAY 1Z °. .�- FURNISH & INSTALL STREET LIGHT -22000 LUMEN PER CALTRANS STD. ES -6E Know. wbars below. 1 / • G 7 S� C8l l before you dig. S.W. COR. SEC. 34, 30/27 CURVE TABLE C1PYE RAOUS LENGTH TPNG£N7 DELTA-_.-- 1011,144s1' 93.20' szn0'Do•. ---� REMOVAL EX DETAIL t NEW BE �m EASEMENT LEGEND: CALTRANS RIGHT-OF-WAY PER RECORD OF SURVEY NO. 3123 IN BOOK 26 OF RECORD OF SURVEYS AT PAGE 123. _ © 60' WIDE RIGHT OF THE PUBLIC FOR ROAD -FUTURE R/W PURPOSES. STA. 10+95.48, C.30.59LT. FUTURE WRB&CUTTER NEW EP. 6'H.M.0. SHOULDER -- ______ --:-NEW ET.W. T ._ — EW DETAIL 27B( -- — T 9fNEW DETAIL 9 .` IX DETAIL 27B(TJ TO BE REMOVED _ _ _ _ _ _ __f NEW DETAIL 38 1zroD -m= 13 '- ; 35 14(00 iS+W T6tW � EX. DETAIL 278 17a NEW DETAIL 29 ;O5_-.. .,--... ,... VEST, TENT.i`, 34 ; TR. 6758 / UNIT9 / 33 1 32 Ww( PROPOSED BLOCK WALL ��IIIIIIIII■ � � �_ ,,.•^"""" '� PLEASE REFER TO SEPARATE ASFIE ROAD 19+ao NEW OETAI STREET IMPROVEMENT PLANS I i i �N I i w SII �'li 1 WEN DETAIL 29 TO BE REMOVED w11 FD. K.O.S. CONG. MON. li ' i Ip 5 DOWN 24' FOR WITNESS I� CORNER 40' NORTH OF S.W. CCR. SEC, 34. 30/27 PER R/5 BK. 75, p!!,4111 G. 176 S.W. COR. SEC. 34, 30/27 CURVE TABLE C1PYE RAOUS LENGTH TPNG£N7 DELTA-_.-- 1011,144s1' 93.20' szn0'Do•. ---� REMOVAL EX DETAIL t NEW BE �m EASEMENT LEGEND: CALTRANS RIGHT-OF-WAY PER RECORD OF SURVEY NO. 3123 IN BOOK 26 OF RECORD OF SURVEYS AT PAGE 123. _ © 60' WIDE RIGHT OF THE PUBLIC FOR ROAD -FUTURE R/W PURPOSES. STA. 10+95.48, C.30.59LT. FUTURE WRB&CUTTER NEW EP. 6'H.M.0. SHOULDER -- ______ --:-NEW ET.W. T ._ — EW DETAIL 27B( -- — T 9fNEW DETAIL 9 .` IX DETAIL 27B(TJ TO BE REMOVED _ _ _ _ _ _ __f NEW DETAIL 38 1zroD -m= 13 '- ; 35 14(00 iS+W T6tW � EX. DETAIL 278 17a NEW DETAIL 29 ;O5_-.. .,--... ,... VEST, TENT.i`, 34 ; TR. 6758 / UNIT9 / 33 1 32 Ww( PROPOSED BLOCK WALL ��IIIIIIIII■ � � �_ ,,.•^"""" '� - l 3 �EX EDGE OF PAVEMENT 9 19+ao NEW OETAI _REMOVE IX DETAIL 22 AND EX. DETAIL 29RE-S7FtlPE ` 34 T"_ WEN DETAIL 29 TO BE REMOVED 35 / Wor 1 9 1b 71 72 13 14 15 o 6 17( 4 `5 5 7 8 9 10 VEST, TENT, TR. aaad 5959 mW9 VEST. CENT, 7R, 5759 I� 3 UNIT 1 I ! UNIT 5 TAFT HIGHWAY (STATE ROUTE VI-KER119) (STA. 10+00.00 C.L. TO STA. 22+00.00 C.L.) SCALE: t' = 50' HORIZONTAL 1* = 5 VERTICAL VEST. TENT. TR, 5753 EX DETAIL 27B— TO BE REMOVED ADDITIONAL CONSTRUCTION NOTES: 31 NEW PAVEMENT MARKING - SEE LEGEND. $© EXISTING TRAFFIC SIGNAL STANDARD TO REMAIN. O O EXISTING STRIPINGS AND MARKINGS TO REMAIN, 0 ® EXISTING A.C. CURB TO REMAIN. 35 EXISTING MARKINGS TO BE REMOVED. EmwAmRI P wvA Pa'C•13:.M1dL•• bl .. 3 e � a�o a$, 1 1 12 Y TAFT HIGHWAY (STATE ROUTE VI-KER119) STRIPING LEGEND: �I'll EXISTING STRIPE TO BE REMOVED EI AR (STA. 22+00.00 C.L. TO STA. 28+19.89 C.L.) CLET-7R RIGHTpASNAPPLIABLE SCALE: 1' = 50 HORIZONTAL CAL -TRANS TYPE III ARROW 1' = 5' VERTICAL LEFT OR RIGHT AS APPLICABLE .p CAL -TRANS TYPE V ARROW LEGEND: LEGEND (CONT.): LEGEND (CONT,): CONSTRUCTION NOTES: NOTES: AHEAD 'STOP' MARKING PER CAL -TRANS STANDARDS ABBREMATIOIS Ri-i-i FURNISH 81NSTALL TRAFFIC SOS PER CALTRANS STANDARD. EDC{ OF PAVEMENT 1 1. ALL CATCE BASINS TO BE "TYPE GO" PER CALTRANS A perry,/ •AHEAD• MARKING PER CAL -TRANS STANDARDS ME MATCH EXISTING ✓. ./. CONSTRUCT *TYPE A2-6• CURB &CUTTER PER CALTRANS STANDARD FL CFLOW ENITRE POVC POINT VE VERTICAL CURVE 'R1-1' -STOP •$5-2' -END SCHOOL ZONE PLAN A87A (CURRENT EDITION). STD. PER S DEPRESSION W/ BICYCLE Pft00F O CENTERLINE EVC BEGLN VERTICAL CURVE 'R6 -I' ONE WAY 'Y/31(CA)' -END - ` -- - - - F`TT GRATE PER STD. D778. SIGNAL 'SIGNAL' MARKING PER CAL -TRANS STANDARDS REV ELEVATION EVC END VERTICAL CURVE 'R5-1' - DO NOT ENTER 'WI4-1' -DEAD EIA ---------- FUTURE PoCNT-OF-WAY O CONSTRUCT 5.5' COMBINATION TYPE SIDEWALK PER CALTRANS STANDARDS. BCR BEGIN CURE RETURN PI POINT OF INTERSECTION •R2%A)• - NO PARKING 'WM-2' - NO OUTLET --------------------_ FUTURE CAB & GUTRR O CONSTRUCT HANDICAP RAMP PER CALTRANS STANDARD PIAN SECTION DESGNAPOY' arnn. -� - EXISTING STRIPING AND MARKINGS, TYPICAL ECR END QIRB RETURN PRC POW OF REVERSE CURVATURE 'R3 -SR - RIGHT TURIN ONLY 'WI -7' - DOUBLE ARROW W/ OMt-3 MAPo(ER------------------- ASSA-CASE C. SCCIKN LEITER <.,, BC BEGIN CURVE PCO PONT OF COMPOUND CURVATURE R4-7' - KEEP RIGHT 'WI -6' - SINGLE ARROW — . W FURNISH AND INSTAL, WATER UNE SAWCUT EXISTING E.P. AS SHOWN OR AS DIRECTED BY A CALTRANS EC END CURVE TO TW OF CURB R81(CA)' - ONE LANE 'WT -1" - CURVE ARROW ® l- A NOTE: SEE CA MUTCD AND STANDARD PLANS, LATEST EDITION, PIVC POINT OF INTERSECTION FP FINISH PAVEMENT R7-9' - ND PAMMG 'W;-.3' - SIGNAL AHEAD V JOINT UTILITY TRENCH FIELD REPRESENTATIVE. ---- - FOR STRIPING DETAILS. ALL STRIPING & PAVEMENT MARKINGS OF VERTICAL CURVE FC FINISH CONCRETE BINE UTNE 'S4 -Y - MEN CHKDRDI APoE PRESENT 2 P.00. PONT ON CURVE T,O.M. TOP OF MANHOLE •W3-1' -STOP AHEAD •S4_3• _ SCHOOL ------------------- - FURNISH & INSTALL SNC£ BOX O EXISTING TRAFFIC SIGN TO BE RELOCATED. yIEET ,MERE 6 SXOMtI SHALL BE TIHERMOPLASTIC PAINT PER CALTRANS PA PROPERTY IME R/W RIGHT-OF-WAY 'R2-1. - SPEED UNIT 20 'W73A(CA)' - RICHT LANE TURNS RIGHT AHEAD FOR INTERCONNECT W/ TR5-NO. 5 SIZE STANDARD TION. SPECIFICATION ON SECTION 84, EP. EDGE OF PAVEMENT S.O.M. STORM DRAM MANHOLE FURNISH AND INSTALL GATE VALVE © EXISTING UTILITY SIGN TO BE RELOCATED BY OTHERS LATEST EDITION. (EX)EAST. EXISTING UG UNDER GROUND —" CONSTRUCT STORM DRAIN PER CALTRANS STANDARDS. 11 H.M.A. HOT MIX ASPHALT ET,W. EDGE OF TRAVEL WAY ® CONSTRUCT STORM DRAIN MANHOLE PER "'-� FURNISH AND INSTALL WHARF HYDRANT O EXISTING TREES TO BE REMOVED. m FURNISH & INSTALL SURVEY MONUMENT PER CALTRANS STD. A74 -TYPE D CALTRANS STANDARDS. qlIp CONSTRUCT CATCH BASIN *TYPE GO' PER CALTRANS STANDARD O CURVE NUMBER FOR CURVE DESCRIPTION O EXISTING TRAFFIC SIGN TO REMAIN. Oa E)GSTWG SURVEY MONUMENT PLAN 0748 (CURRENT EDITION). ITEM OF WORK - SEE SCHEGRE EXISTING TRAFFIC LIGHT TO REMAIN. FURNISH & INSTALL STREET SIGN PER CALTRANS STANDARD, — TRACT BOUNDARY O - EXISTING TELEPHONE D STATION LEGEND FURNISH &INSTALL METRO STREET SIGN PER CALTRANS STANDARD. EXISTING WATER Q STATION NUMBER 10 PAVEMENT -SEE CROSS SECTION ON SHEET 5. -r- FURNISH & INSTALL STREET UGHT-5800 LUMEN PER CALTRANS STD. ES -6E _. -. _ .. _ _ . _. - _. EMSTING PAVEMENT tt EXISTING INTERCONNECT CONDUIT PIPE -- ��- FURNISH &INSTALL STREET LIEXISTING GAS EXISTING UTILITY PLAN TO BE RELOCATED BY OTHERS.GHT-9500 LUMEN CALTRANS SID. ES -6E. -- -- _-- --_ _ � EXISTING RIGHT OF WAV tZ -a_ - FURNISH &INSTALL STREET LGHT-22000 LUA@N PER CALTRANS STD. ES -6E. ' Know. what's below. �j 7 Cal I before you dig. FUTURE R/W VARIES qTAFF HIGHWAY VARIES EX R/W 73'-81' 171.9'-73' m VAPoES 7-13' i o i NARI I N r• H VARIES VARIES VARIES2a'-1Y I .. O L- it H \—(NOT A PART)''��''""''�� ( Th. }16RTu m" plpN WIN^"`^ _ I d V 20X MIN Ex. GROUND_'- 5'� 3 S_ VARIES* �"'"'"-4.":`'; ?'- y> 0 OZO' H.M. - � REAT IX GROUND . TAT ";,J CCD PLANE O50 FUTUR OMBIN 5.5'� 1.80' 1.00' CL N AGG. BASE e COMBINATION ONE PLANE CROSS SLOPE SIE CUR NTIIRE 3' 3' 0.80' N.M.A. PANIC MAINTAIN STANDARD SLOPE PER MOM FUTURE ANDCURB PAVEMENT AND d1T7ER COMPACTED O.C. U.90'RELAR`VDENSITY. DE 95%SIT RELATIVE DENSITY. M m � o SECTION –TAFT HIGHWAY �AA1 a a (STA. 10+88.08 C.L. TO STA. 18+66.15 C.L)5 1O SCALE 1'=10' HORIZ U v gaa W U � R/W & o TR. BNDRY. 66' Q TAFT HIGHWAY 3._55. IX R w P/L N w ST y o P.U.E L5. 1 IO 45 i - m YARIES LS. AREA 5 12 \„-,.(N0T A PART) i 1 ROPOSED I �' w FITURE EDIAN I I \t'EER V SCK WALL o 3 CURB CURB AND TRACT 6758 ZO% MW Q 1 4:1 MAX. SLOPE VARIES* LANDSCAPE COLD PLANE u AREA 1.00' CL It AGG BASE 65' CpA8 NATION r 'K ONE PLANE CROSS SLOPE SIDE COM 0.60' M.M.A. PAVING MAINTAIN STANDARD SLOPE PER HDM TO 95% RELATIVE 3' w 0.90' GCMPACTED O.G. TO DENSITY. 95% RELATIVE DENSITY. SECTION – TAFT HIGHWAY �1 (STA. 18+66.15 GL TO STA. 26+75.00 GL) 5 SCALE 1'=10' HORIZ. TR. BNDRY. TAFT HIGHWAY EX. R 66' 30'-�` Ph 7' 1' 6- 57 1 L5./ i P U t0. 33' I — VARIES LS. MEA 2 --U - _(NOT A PART) 7'' 1 ROPOSED Kw EDIAN OCKURB WALL CURB AND w 0<:� C 1 TRACT 6758 ZO% MIN 4:1 MAX 2S W SLOPE VARIES* COLD PLANE LANDSCAPE AREA 1.00' CL II AGG BASE 5.5' COMBINATION # *ONE PLANE CROSS SLOPE SIDEWALK O.60' H.M.A. PANIC MAINTAIN STANDARD SLOPE PER HOAR COMPACTED O.G. d N 95% RELATIVE 1' 090' COM AC 7ID O.G. TO DENSITY. w 95% RELATIVE DENSITY. H07 6 J O. SECTION – TAFT HIGHWAY cc (STA. 26+75.00 C.L. TO STA. 29+31.13 C.L.) SCALE 1'=10' HORIZ. Q M LEGEND: LEGEND(CONT.): LEGEND ABBREVIATIONS ME MATCH RI -1 FURNISH & INSTALL TRAFFIC SOS PER CALTRANS STANDARD. y 'ry EDGE OF PAVEMENT N VERTICAL FL FLOYAINE POVC POINT ON VERTICAL CURVE CL CENTERLINE BVL BEGN VERTICAL CURVE 'RI -i' - SHOP 'SS -Y -END SCHOOL ZONE 'R6-1' - C!E WAY 'VA1(CA)' - END SAWCUT EIEV ELEVATION EVC END VERTICAL CURVE 'R5-1' - DO NOT ENTER 'ffl 1' - DEAD END ---------- NNRE RIGHT-OF-WAT RCN BEGIN CURB RETURN H POINT OF INTERSECTION NO FARM R26(CAT' - NO PARKING 'MI V - NO OUTLET ______________________ FUTURE CURB & GUTTER ECR END CURB RETURN PRO POINT OF REVIIRSE CURVATURE -RS- - FRRN OILY 'WI -Y -DOUBLE ARROW W/ OMI -3 MARKER BC BEGIN CURVE PCC POINT OF CC/POUND G)RVATURE tit4-Y - KEEP RIGH WI -6' - SHGE ARROW —., w FINNISH AND RbTALL WATER UNE EC END CURVE TC TOP OF CURB BIKE LANE 'Wq_i' - CURVE ARROW 'R7-9' PARKING 'YA}-3' PIVL PONT G INTERSECTION FP FINISH PAVEMENT - NO - SIGNAL ARE BIKE LANE 'SW_Y WHEN CHILDREN ARE PRESENT u .ANT UTUTY TRENCH OF VERTICAL CURVE FC FINISH CONCRETE 'W3-1' - STOP MEAD '54-1' - SCHOOL m ,�_ FORINT & INSTALL SPLICE BOX MANN P.O.C. PONT C7 CURVE T.O.M. TOP OF ARMHOLE 'R2-1- - SPEED LIMIT 20 'W73A(CA)- - RIGHT LANE TURNS RIGHT AHEAD fdt INTERCONNECT W( 1R5=N0. 592E Ph PROPERTY UNE R/W RIGHT-OF-WAY E.P. EDGE OF PAVEMENT SGML STORM DRAIN MANHOLE_--- W CONSTRUCT STORM DRAIN PER CALTRANS STANDARDS. N FURNISH AND INSTALL GATE VALVE (M)EXIST. EXISTING U6 UNDER GROUND CONSTRUCT ® STORM GRAIN MANHOLE PER '�`-� FURNISH AND INSTALL WHARF HYDRANT H.M.A HOT Md ASPHALT ETW EDGE OF TRAVEL WAY CALTRANS STANDARDS. DESCRIPTION Q FURNISH & INSTALL SURVEY MONUMENT PER CALTRANS SN. A74-TYPE0Oi CATCH BASIN E CO' PR CALTRANS STANDARD CURVE NUMBER FOR CURVE Q EXISTING SURVEY MONUMENTQ PLAN 074B (CURRENT EDITION). TEM OF WORK -SEE SCHEDULE +PURISM &INSTALL STREET SIGN PER CALTRANS STANDARD. —_--_---- — TRACT BOUNDARY ' Q EASEMENT LEGEND FURNISH & INSTALL METRO STREET SIGN PER CALTRANS STANDARD. --- EXISTING TELEPHONE _. ___ __.--_- .,y _ __—.... EXISTING WATER 1Q STATION NUMBER • <> FURNISH & INSTALL STREET UGIT -5800 LUMEN PER CALTRANS S. ES -6E. -_ _ _- --- -- - -- - -- -- EXISTING PAVEMENT EXISTING GAS 1 FURNISH &INSTALL STREET LIGHT -9500 LUMEN CALTRANS SN. ES -BE DUSTING RIGHT OF WAY .?Y FURNISH & INSTALL STREET UGIT -22000 UUMEN PER CALTRANS STD. ES -BE. I` / / +V. r ' Know. whars below. You dig. 0811 before . STANDARD NOTES CONTRACTOR WELL FURNISH ALL MATERIALS, TOOLS, LABOR, EQUIPMENT AND SUPERVISION NECESSARY TO COMPLETE INSTALLATION. UNDERGROUND SERVICE ALERT (USA) SHALL BE NOTIFIED AT LEAST 2 WORKING DAYS BEFORE CONSTRUCTION. TELEPHONE 1-8D0-227-2600. CONTRACTOR TO CALL FOR USA LOCATE AND POTHOLE ALL MARKED UTILITIES THAT CROSS OR ARE WITHIN 5' HORIZONTAL DISTANCE OF SEWER AND STORM DRAIN LINES. VERTICAL AND HORIZONTAL LOCATION SHALL BE ASCERTAINED BY THE CONTRACTOR AHEAD OF ANY EXCAVATIONS TO VERIFY THAT THE PROPOSED DESIGN DOES NOT CONFLICT WITH ANY UTUTIES. IN THE EVENT A CONFLICT EXISTS THE ENGINEER SHALL BE NOTIFIED IN ORDER TO REDESIGN THE ALIGNMENT. IF RELOCATION OF EXISTING UTILITIES IS DEEMED NECESSARY THE CONTRACTOR SHALL BE COMPENSATED FOR INSTRUCTED RELOCATION. IF REDESIGN OF THE AUGNMENT REQUIRES ADDITIONAL R ONAL FITTNGPE OR EXCAVATION THE CONTRACTOR SHALL 8E COMPENSATED FOR REVISION. IN THE EVENT A UTILITY IS DAMAGED THE CONTRACTOR SHALL BE WHOLLY RESPONSIBLE FOR ITS REPAIR STAMP AN 'S. INTO THE CURB FACE OVER EACH SEWER LATERAL CONTRACTOR SHALL VERIFY LOCATIONS AND ELEVATIONS OF EXISTING SEWER LINES THAT THE NEW SYSTEMA TES INTO PRIOR TO TRENCHING ANY DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER SO THAT ANY NECESSARY ADJUSTMENTS MAY BE MADE UTUTES SHALL BE THOROUGHLY RESEARCHED AND LOCATED BY CONTRACTOR PRIOR TO TRENCHING. CROSSING IGH NG UTILITIES SHALL BE DAYLIGHTS) AND CHECKED FOR GRADE, BY CONTRACTOR PRIOR TO TRENCHING. ALL EXISTING IMPROVEMENTS, (CURB, GUTTER. SIDEWALK, CROSS GUTTER. FENCES, ETC.) THAT ARE REMOVED, DAMAGED OR UNDERCUT SHALL BE REPAIRED OR REPLACED AS DIRECTED BY THE CITY ENGINEER. ALL EXISTING PAVING AND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE REPLACED IN ACCORDANCE NTH THE CITY OF BAKERSFIELD STANDARD DRAWING ST -6, EXCEPT AS NOTED ON PLANS. 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 SECURE BY AN IMPROVEMENT AGREEMENT, APPROVED INSURANCE AND SECURITY BASED ON APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WERTH THE RNiRT-OF-WAY SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/CONTRACTOR. THE NUMBER AND LOCATION O REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. z cT N�DFT_ 0.1LG THE FOLLOWING CITY OF BAKERSFIELD STANDARDS SHALL BE CONSOENO PART O THESE PLANS D-9, D-11, D -1z D-14, D-17 ST -1, ST -3, ST -10. ST -11, ST -12, ST -13, ST -2z ST -23, ST -24 3. VCP. INSTALLATION MATERIALS : THE PIPE AND FITTINGS SHALL BE EXTRA STRENGTH VITRIFIED CLAY CONFOMING TO CURRENT ASIA SPECIFICATION C-700 AND SHALL BE INSTALLED IN CONFORMANCE NTH THE PROVISIONS OF SECTION 71 OF THE STANDARD SPECIFICAIONS OF THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION, CURRENT EDITION AND THE CURRENT ASTM SPECIFICATIONS C-iz JOINTS : THE PIPE AND FYITNGS SHALL HAVE A SOCKET END AND A SPIGOT END WIN COMPRESSOR JOINTS CONFORMING MITI THE CURRENT ASTM SPECIFICATION C-425. THE PIPE AND FlTIINGS FOR 6', B', 10', AND 12' SANITARY SEWER MANS MAY BE PLAIN -END NTH COMPRESSION COUPLINGS CONFORMING WITH THE CURRENT ASTM SPECIFICATION C-425. EXCEPTING THAT A STAINLESS STEEL SHEAR RING AS MANUFACTURED BY MISSION CLAY PRODUCTS CORPORATION FOR THEIR 'MAINLINE' BANDSEAE COMPRESSOR COUPLING, OR APPROVED EQUAL, SHALL BE REQUIRED. THE PIPE AND FITTINGS FOR PRIVATE SANITARY SEWER HOUSE OR BUILDING LATERALS MAY BE PLAIN -ENO NTH COMPRESSION COUPLINGS CONFORMING NTH THE CURRENT ASTM SPECIFICATION C-425. (STAINLESS STEEL SHEAR RINGS ARE NOT REQUIRED) 4. ABS PIPE INSTALLATION MATERIALS : PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF THE CURRENT ASTM SPECIFICATIONS D-2680 AND 0-2751. PIPE AND FITTINGS SHALL BE HOMOGENEOUS THROUGH OUT AND FREE FROM CRACKS, HOLES FOREIGN INCLUSIONS OR OTHER INJURIOUS DEFECTS. FITTINGS SHALL BE INJECTION MOLDED AND SHALL BE INSTALLED IN LINE ON NEW MPEUNES; CUT -IN FITTINGS ARE NOT PERMITTED. LINTS : USE ONLY SOLVENT WELDED JOINTS. THE ASSEMBLY OF JOINTS SHAD. BE IN ACCDROANCE PATH THE MANUFACTURER'S RECOMMENDATIONS WHERE ABS PIPE CONNECTS TO VCP, USP COUPLINGS APPROVED BY THE CITY OF BAKERSFIELD. INSTALLATION : PIPE AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE WITH THE CURRENT ASTM SPECIFICATION D-2321. ONLY CLASS I, II, AND III EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE. S PVC PIPE INSTALLATION MATERIALS : PIPE AND FlFINDS SHALL MEET THE REQUIREMENTS OF THE CURRENT ASTM SPECIFICATION D-3034 FOR SDR35 PIPE AND FITTINGS SHALL BE HOMOGENEOUS THROUGHOUT AND FREE FROM CRACKS HOES, FOREIGN INCLUSIONS OR OTHER NJJRICUS DEFECTS. FITTINGS SHALL BE INJECTOR MOLDED AND SHALL BE INSTALLED IN LINE ON NEW PIPELINES CUT -IN FITTINGS ARE NOT PERMITTED. JOINTS : USE ONLY ELASTOMERIC GASKET JOINTS. THE ASSEMBLY OF JOINTS SHALL DE IN ACCORDANCE WTH THE MANUFACTURER'S RECOMMENDATIONS WHERE PVC PIPE CONNECTS TO VCP RPE USE COUPLINGS APPROVED BY THE CITY OF BAKERSFIELD. INSTALLATION : PIPE AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE WITH THE CURRENT ASTM SPECIFICATION 0-2321. ONLY CLASS 1, 11. AND III EMBEDMENT MATERIALS WALL BE CONSIDERED SUITABLE S. REINFORCED CONCRETE PIPE WITH PVC LINING (SEWER). RUNFORQ-D CONCRETE PIPE WETH PVC UNNG SHALL MEET TIE FOLLOYANG REQUIREIAEN7S LA. MATERIALS REINFORCED CONCRETE PIPE (RCP) SHALL BE EITHER CLASS IV OR CUSS V WITH WALLS W OR 'C. RCP SHALL MEET ASTM C 76 FOR STRENGTH, ASTM C 361 OR AWWA C302 EXCEPT TEST PRESSURE SHALL BE 5 PSI FOR RUBBER GASKETS, AND UNER TESTS IN ACCORDANCE WITH THE FOLLOWING PARAGRAPHS PIPE SHALL BE WET CAST, VIBRATED AND STEAM OR WATER CURED. JOINTS SHALL BE BELL AND SPIGOT DESIGN WITH A CONTAINED O-RING GASKET. PVL; LINER SHALL BE CAST INTO THE WALL OF THE RCP AND SHALL COVER 360' OF THE PIPE ALL WORK FOR AND IN CONNECTION WITH THE INSTALLATION OF THE UNING IN CONCRETE PIPE AND FIELD SEALING AND WELDING O JOINTS SHALL BE DONE IN STRICT GONFOMIW WORTH ALL APPLICABLE SPECIFICATIONS INSTRUCTIONS AND RECOMMENDATIONS OF THE ALL MANUFACTURER. LINER SHALL MEET THE FOLLOWING REQUIREMENTS 1.R PHYSICAL PROPERTIES OF UNER. ALL PLASTIC LINER PLATE SHEETS, WELDING STRIPS AND OTHER ACCESSORY ITEMS SHALL HAVE THE FOLLOWING PHYSICAL PROPERTIES WHEN TESTED AT 77F 35 (25C ±3 ). PROPER INITIAL (PAR. 1.C) TENSILE STRENGTH 2200 PSI MIN. 2100 PSI MIN. (15 MPA MIN.) (14.5 MPA MIN.) ELONGATIO14 AT BREAK 200X MIN. 200% MIN. SHORE DUROMETER, TYPE D 1 -SEC. 50-60 35 (WITH RESPECT TO INITIAL TEST RESULT) IO -SEC. 35-50 t5 WEIGHT CHANGE *1.5 TENSILE SPECIMENS SHALL BE PREPARED AND TESTED IN ACCORDANCE WITH ASTM 0412 USING DIE 8. WEIGHT CHANGE SPECIMENS SHALL BE I -INCH (25 -MM) BY 3-1NCH (75 -MM) SAMPLES. SPECIMENS FOR TESTING OF INITIAL PHYSICAL PROPERTIES MAY BE TAKEN FROM LINER PLATE SHEET AND WELDING STRIP AT ANY TIME PRIOR TO FINAL ACCEPTANCE OF THE WORK. LINER PLATE LOCKING EXTENSIONS EMBEDDED IN CONCRETE SHALL WITHSTAND A TEST PULL OF AT LEAST 100 POUNDS PER UNEAR NCI (1800 KG/M), APPUED PERPENDICULARLY TO THE CONCRETE SURFACE FOR A PERIOD OF ONE MINUTE, WITHOUT RUPTURE OF THE LOCKING EXTENSIONS OR WITHDRAWAL FROM EMBEDMENT. THIS TEST SHALL BE MADE AT A TEMPERATURE OF 70- - 80' F(21' - 27' C) INCLUSIVE. ALL PLASTIC LINER PLATE SHEETS, INCLUDING LOCKING EXTENSIONS ALL JOINT, CORNER AND WELDING STRIPS SHALL BE FREE OF CRACKS, CLEAVAGES OR OTHER DEFECTS ADVERSELY AFFECTING THE PROTECTIVE CHARACTERISTICS O THE MATERIAL THE ENGINEER MAY AUTHORIZE THE REPAIR OF SUCH DEFECTS BY APPROVED METHODS THE UNING SHALL HAVE 0000 IMPACT RESISTANCE SHALL DE FLEXIBLE AND SHALL HAVE AN ELONGATION SUFFICIENT TO BRIDGE UP TO 1/4 -INCH (6 SETTLING SETNG CRACKS, WHICH MAY OCCUR IN THE RPE OR N THE JOINT AFTER INSTALLATIONS WTHOUT DAMAGE TO THE LINING, 1.C. CHEMICAL RESISTANCE OF LINER - AFTER CONDITIONING TO CONSTANT WEIGHT AT 110 F(43 Q. TENSILE SPECIMENS AND WEIGHT CHANGE SPECIMENS SHALL BE EXPOSED TO THE FOLLOWING SOLUTIONS FOR A PERIOD OF 112 DAYS AT 7T F t5 (25' C 23 ). AT 28 -DAY INTERVALS TENSILE SPECIMENS AND WEIGHT CHANCE SPECIMENS SHALL BE REMOVED FROM EACH OF THE CHEMICAL SOLUTIONS AND TESTED IN ACCORDANCE NTH SECTION 7-z03(1.B) PARA 2 ABOVE IF ANY SPECIMEN FALS TO MEET THE 112 -DAY REQUIREMENTS BEFORE COMPLETION OF THE 112 -DAY EXPOSURE THE MATERIAL WELL BE SUBJECT TO REJECTION. CHEMICAL SOLUTION CONCENIRATON SULFURIC ACID 20X^ SODIUM HYDROXIDE 5% AMMONIUM HYDROXIDE 5%" NITRIC ACID 1%� FERRIC CHLORIDE 1% 1% SOAP mix DETERGENT 0.1% (LINEAR ALKYL BENZYL SULFONATE OR LAS BACTERIOLOGICAL BOD NOT LESS THAN 700 PPM -THIS IS TO BE USED AS A PRE-QUAUFlCATON TEST AND WHEN MATERIAL FORMULATIONS ARE CHANGED. �•VO.UMEIRIC PERCENTAGES OF CONCENTRATED C.P. GRADE REAGENTS I.D. DETAILS AND DIMENSIONS OF LINER SHEETS. LINER SHEETS SHALL BE A MINIMUM OF 0.065 INCH (1.65 MM) W THICKNESS LOCKING EXTENSIONS OF THE SAME MATERIAL AS THAT OF THE LINER SHALL BE INTEGRALLY EXTRUDED WITH THE SHEET. I.E. INSTALLATION OF UNNG. INSTALLATION OF THE LINING, INCLUDING PREHEATING OF SHEETS IN COD WEATHER AND THE MELDING OF ALL JOINTS, SHALL BE DONE N ACCORDANCE WITH THE RECOMMENDATIONS OF THE LINER MANUFACTURER COVERAGE OF THE LINING SHALL NOT BE LESS THAN THE MINIMUM SHOWN ON THE PLANS THE LINING SHALL BE INSTALLED NTH THE LOCKING EXTENSIONS RUNNING PARALLEL WITH THE LONGITUDINAL AXIS OF THE RPE. THE LINING SHALL BE HEIR SNUGLY IN PLACE AGAINST INNER FORMS LOGGING EXTENSION SHALL TERMINATE NOT MORE THAN 1-1/2 INCHES (38 MM) FROM THE ENO OF THE INSIDE SURFACE OF THE PIPE SECTION. JOINT FLAPS WHEN USED SHALL EXTEND APPROXIMATELY 4 INCHES (100 MM) BEYOND THE END OF THE INSIDE SURFACE. CONCRETE POURED AGAINST LINING SHALL BE VIBRATED, SPADE) OR COMPACTED IN A CAREFUL MANNER SO AS TO PROTECT THE LINING AND PRODUCE A DENSE, HOMOGENOUS CONCRETE SECURELY ANCHORING THE LOCKING EXTENSIONS INTO THE CONCRETE IN REMOVING FORMS, CARE SHOULD BE TAKEN TO PROTECT THE LINING FROM DAMAGE. SHARP INSTRUMENTS SHALL NOT BE USED TO PRY FORMS FROM UNEO SURFACES WHEN FORMS ARE REMOVED, ANY NAILS THAT REMAIN IN THE LINING SHALL BE PULLED. WTIOUT TEARING THE LINING. AND THE RESULTING HOLES CLEARLY MARKED. ALL NAIL AND TE HOLES AND ALL CUT, TORN AND SERIOUSLY ABRADED AREAS IN THE LINING SHALL BE PATCHED. PATCHES MADE ENTIRELY NTH WEIAING STRIP SHALL BE FUSED TO THE LINER OVER THE ENTRE PATCH AREA LARGER PATCHES MAY CONSIST OF SMOOTH LINER SHEET APPLIED OVER THE DAMAGED AREA WITH ADHESIVE ALL EDGES MUST BE COVERED WITH WELDING STRIP FUSED TO THE PATCH AND THE SOUND LINING ADJOINING THE DAMAGED AREA. HOT JOINT COMPOUNDS, SUCH AS COAL TAR, SHALL NOT BE POURED OR APPLIED TO THE UNING. THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO PREVENT DAMAGE TO INSTALLED LINING FROM EQUIPMENT AND MATERIALS USED IN OR TAKEN THROUGH THE WORK. IS APPUCATON TO CONCRETE PIPE - SPECIAL REQUIREMENTS. THE LINING SHALL BE SET FLUSH WITH THE INNER EDGE OF THE BELL OR SPIGOT END OF A PIPE SECTION AND SHALL EXTEND TO THE OPPOSITE END OR TO APPROXIMATELY 41NCHES (100 MM) BEYOND THE OPPOSITE END DEPENDING UPON THE TYPE OF LINING JOINT TO BE MADE WITH THE AOJONING CONCRETE PIPE WHEREVER CONCRETE PIPE OR CAST -IN-PLACE STRUCTURES PROTECTED NTH UNING, JON STRUCTURES NOT SO LINED (SUCH AS BRICK STRUCTURES, CONCRETE PIPE OR CAST -N -PLACE STRUCTURES WITH CLAY UNING OR CLAY PIPE) THE UNING SHALL BE EXTENDED OVER AND AROUND THE END OF THE PIPE AND BACK INTO THE STRUCTURE FOR NOT LESS THAN 4 INCHES (1GO MM). THIS PROTECTING CAP MAY BE MOLDED OR FABRICATED FROM THE LINING MATERIAL BUT NEED NOT BE LOCKED INTO THE PIPE WHERE A PIPE LATERAL (NOT OF PLASTIC LINED CONCRETE) IS INSTALLED THROUGH LINED CONCRETE PIPE, THE SEAL BETWEEN THE LINED PORTON AND THE LATERAL SHALL BE PER THE MANUFACTURER'S RECOMMENDATIONS. LINED CONCRETE PIPE MAY BE CURED BY STANDARD CURING METHODS CARE SHALL BE EXERCISED IN HANDUNG, TRANSPORTING AND PLACING LINED PIPE TO PREVENT DAMAGE TO THE LINING. NO INTERIOR HOOKS OR SLINGS SHALL BE USED IN UPEND PIPE ALL HANDLING OPERATION SHALL BE DONE WITH AN EXTERIOR SUNG OR WITH A SUITABLE FORK DET. ON PIPE HAVING A 360' LINER COVERAGE, THE LONGITUDINAL EDGES OF THE SHEET SHALL BE BUTT WELDED. WHEN PIPE TUBES ARE FURNISHED, THESE ARE SHGP-WELDED JOINTS. NO PIPE WITH DAMAGED UNING WELL BE ACCEPTED UNTIBEEN L THE DAMAGE HAS EN REPAIRED TO THE SATISFACTION GF ME ENGINEER. 1.0. FIELD JOINTS IN LINING FOR CONCRETE PIPE. THE JOINT BETWEEN SECTIONS OF LINED PIPE SHALL BE PREPARED IN THE FOLLOWING MANNER: IF REQUIRED, THE INSDE JOINT SHALL BE FILLED AND CAREFULLY POINTED WITH CEMENT MORTAR IN SUCH A MANNER THAT THE MORTAR SHALL NOT, AT ANY POINT, EXTEND INTO THE PIPE BEYOND THE STRAIGHT UNE CONNECTING THE SURFACES OF THE ADJACENT PIPE SECTORS PIPE JOINTS MUST BE DRY BEFORE LINING JOINTS ARE MADE. ALL MORTAR AND OTHER FOREIGN MATERIAL SHALL BE REMOVED FROM UNING SURFACES ADJACENT TO THE PIPE JOINT, LEAVING THEM CLEAN AND DRY. FIELD JOINTS IN THE UNING AT PIPE JOINTS MAY BE EITHER O THE FOLLOWING DESCRIBED TYPES: TYPE P-1: THE JOINT SHALL BE MADE NTH A SEPARATE 4 -INCH (100 -MM) JOINT STRIP AND TWO WELDING STRIPS. THE 4 -INCH (100 -MM) JOINT STRIP SHALL BE CENTERED OVER THE JOINT, HEAT -SEALED TO THE UNING, THEN WELDED ALONG EACH EDGE TO ADJACENT LINER SHEETS WITH A 1 -INCH (25 -MM) WELD STRIP. THE 4 -INCH (100 -MM) JOINT STRIP SHALL LAP OVER EACH SHEET A MINIMUM OF 1/2 INCH IT MM). TYPE P-2: THE JOINT SHALL BE MADE WIH A JOINT FLAP WITH LOOKING EXTENSONS REMOVED AND EXTENDING APPROXIMATELY 4 INCHES (100 MM) BEYOND THE PIPE END. THE JOINT FLAP SHALL OVERLAP THE LINING IN THE ADJACENT PIPE SECTION A MINIMUM OF 1/2 INCH (13 MM) AND BE HEAT -SEALED IN PLACE PRIOR TO WELDING. THE FIELD JOINT SHALL BE COMPLETED BY WELDING THE FLAP TO THE UNING OF THE ADJACENT PIPE USING 1 -INCH (25 -MM) WELD STRIP. CARE SHALL BE TAKEN TO PROTECT THE FLAP FROM DAMAGE. EXCESSIVE TENSION AND DISTORTION IN BENDING BACK THE FLAP TO EXPOSE THE PIPE JOINT WRING LAYING AND ANT MORTARING SHALL BE AVOIDED. AT TEMPERATURES BELOW 50 F(10 C), HEATING OF THE LINER MAY BE REQUIRED TO AVOID DAMAGE THE JOINT FLAP OR STRIP ON BEVELED PIPE SHALL BE TRIMMED TO A WDTH (MEASURED FROM THE END OF THE SPIGOT) O APPROXIMATELY 4 INCHES (100 MM) FOR THE ENTRE CRCUMFERENTAL LENGTH OF THE UNING. ALL WELDING OF JOINTS IS TO BE IN STRICT CONFORMANCE WITH THE SPECIFICATIONS AND INSTRUCTIONS OF THE UNING MANUFACTURER. WELDING SHALL NSE BOTH SHEETS AND WELD STRIP TOGETHER TO PROVIDE A CONTINUOUS JOINT EQUAL IN CORROSION RESISTANCE AND IMPERMEABILITY TO THE LINER PLATE. HOT-AIR WELDING TOOLS SHALL PROVIDE EFFLUENT AIR TO THE SHEETS TO BE JOINED AT A TEMPERATURE BETWEEN 500 AND 600 F (260 AND 316 C). WELDING TOOLS SHALL BE HELD APPROXIMATELY 1/2 INCH (13 MM) FROM AND MOVED BACK AND FORTH OVER THE JUNCTION OF THE TWO MATERIALS TO BE JOINED. THE WELDING TOOL SHALL BE MOVED SLOWLY ENOUGH AS THE WELD PROGRESSES TO CAUSE A SMALL DEAD OF MOLTEN MATERNAL TO BE AS18LE ALONG BOTH EDGES AND IN FRONT OF THE WELD STRIP. THE FOLLOWING SPECIAL REQUIREMENT SHAT APPLY MEN THE LINER COVERAGE IS 360 DEGREES WHEN GROUNDWATER IS ENCOUNTERED THE UNING JOINT SHALL NOT BE MADE UNTIL PUMPING OF GROUNDWATER HAS BEEN DISCONTINUED FOR AT LEAST THREE DAYS AND NO VISIBLE LEAKAGE IS EVIDENT AT THE JOINT. WHEN WELDING THE DOWNSTREAM SIDE O A JOINT STRIP OR FAP, DO NOT WELD 8 TO 8 INCHES (150 TO 200 MM) AT THE PIPE INVERT TO PROVIDE RELIEF OF POTENTIAL FUTURE GROUNDWATER BUILD-UP 1.14. APPLICATION TO CAST -IN-PLACE CONCRETE STRUCTURES - SPECIAL REQUIREMENTS LINER SHEETS SHALL BE CLOSELY FITTED AND PROPERLY SECURED TO THE INNER FORMS SHEETS SHALL BE CUT TO FIT CURVED AND WARPED SURFACES USING A MINIMUM NUMBER OF SEPARATE PIECES UNLESS OTHERWISE SHOWN ON THE PLANS„ THE UNING SHALL BE RETURNED AT LEAST 3 INCHES (75 MM) AT TIE SURFACES O CONTACT BETWEEN THE CONCRETE STRUCTURE AND ITEMS NOT OF CONCRETE (INCLUDING MANHOLE FRAMES, GATE GUIDES, CLAY PIPE OR BRICK MANHOLES AND CLAY OR CAST IRON PIPES). THE SAME PROCEDURE SHALL BE FOLLOWED AT JOINTS WHERE THE TYPE OF PROTECTIVE UNING IS CHANGED OR THE NEW WORK IS BUILT TO JOIN EXISTING UNLINED CONCRETE AT EACH RETURN, THE RETURNED LINER SHALL BE SEALED TO THE ITEM IN CONTACT WITH THE PLASTIC-UNED CONCRETE IF THE LINER CANNOT BE SEALED NTH ADHESIVE BECAUSE OF THE JOINT AT THE RETURN BEING TOO WIDE OR ROUGH OR BECAUSE OF SAFETY REGULATORS THE JOINT SPACE SHALL BE DENSELY CAULKED NTH LEAD WOOL OR OTHER APPROVED CAULKING MATERIAL TO A DEPTH O 2 INCHES (50 MM) AND FINISHED WITH A MINIMUM O 1 INCH 925 MM) OF AN APPROVED CORROSION RESISTANT MATERIAL 1.1. TESTING AND REPAIRING DAMAGED SURFACES AFTER THE PIPE S INSTALLED IN THE TRENCH, ALL SURFACES COVERED WTH UNING, INCLUDING WELDS, SHALL BE TESTED VAIN AN APPROVED, CONTRACTOR SUPPLIED, ELECTRICAL HOLIDAY DETECTOR (TINKER It RASOR MODEL NO, M -W WITN POWER PACK OR APPROVED EQUAL) WITH THE INSTRUMENT SE" BETWEEN 18,000 AND 22000 VOLTS ALL WELDS SHA.L BE PHYSICALLY TESTED BY A NONDESTRUCTIVE PROBING METHOD. ALL PATCHES OVER 40LES, OR REPAIRS TO THE LINER WHEREVER DAMAGE HAS OCCURRED, SHALL BE ACCOMPUSHED N ACCORDANCE WITH SECTION 7-2.3S(i.E). EACH TRANSVERSE WELDING STRIP WHICH EXTENDS TO A LOWER EDGE OF THE LINER WALL BE TESTED BY ME PURCHASING AGENCY. THE WELDING STRIPS SHALL EXTEND 2 INCHES (50 MM) BELOW THE LINER TO PROVIDE A TAB. A 10 -PORNO (5 KG) PULL WILL BE APPLIED TO EACH TAB. THE FORCE WALL BE APPLIED NORMAL TO THE FACE OF THE STRUCTURE BY MEANS OF A SPRING BALANCE. LINER ADJOINING THE WELDING STRIP WILL BE HELD AGAINST THE CONCRETE DURING APPUCATON OF THE FORCE THE 10 -POUND (5 KG) PULL WALL DE MAINTAINED IF A WELD FAILURE DEVELOPS, UNTIL NO FURTHER SEPARATOR OCCURS. DEFECTIVE WELDS WILL BE RETESTED AFTER REPAIRS HAVE BEEN MADE TABS SHALL BE TRIMMED AWAY NEATLY BY THE INSTALLER O THE UNER AFTER THE 'WELDING STRIP HAS PASSED INSPECTION. INSPECTION SHALL BE MADE OMP IN ORDER TO PREVENT TEARING WITHIN 2 GAYS AFTER SHE JOINT HAS BEEN COMPLETED THE PROJECTING AND WETD STRIP AND CONSEQUENT DAMAGE TO THE LINER FROM EQUIPMENT AND MATERIALS USED IN OR TAKEN THROUGH THE WORK. SHOP DRAWINGS CONTRACTOR SHALL SUBMIT MANUFACTURER INFORMATION SHOWING DIMENSIONAL, MATERIAL AND JOINT CRITERIA TO THE ENGINEER FOR REVIEW. RPE TRENCH CI ASSIFICATION. RCP CLASS IV SHALL BE INSTALLED PER ASTM TRENCH DESIGNATION 'C'. RCP CLASS V SHALL BE INSTALLED PER ASTM TRENCH DESIGNATION V. PVI; FOR PIPE SIZES 18' AND LESS. POLY VINYL CHLORIDE RPE SHALL MEET THE FOLLOWING REQUIREMENTS 1. MATERIAL PVC RPE SHALL MEET CR EXCEED ALL REQUIREMENTS SET FORTH IN ASTM D 3034 WI -4 SDR OF 35. ELASTOAERIC SEALS AND JOINTS SHALL CONFORM TO ASTM 0 3212 AND ASTM F 477. Z TESTING. MANUFACTURING TESTING METHODS SHALL CONFORM TO ASTM F-679 (T -WALL). CERTIFICATES OF COMPLIANCE SHALL BE MADE AVAILABLE TO THE ENGINEER. 3. INSTALLATION. INSTALLATION OF RPE SHALL FOLLOW MANUFACTURER'S GUIDELINES, THESE SPECIFICATIONS AND ASTM D 2321 'UNDERGROUND INSTALLATION OF FLEXIBLE THERMOPLASTIC SEWER PIPE'. 4. FIELD TESTS N -FIELD PRESSURE TESTS SHALL CONFORM TO THESE SPECIFICATIONS AND THE FOLLOWING DEFlECTION MEASUREMENT OF PVC PIPE AFTER 30 DAYS OF INSTALLATION THE CONTRACTOR SHALL MEASURE RPE DEFLECTION BY RULING A GO -NO -GG 5% MANDREL THE MANDREL SHALL BE PULLED THROUGH THE RPE NTH ROPE BY ONE PERSON WITHOUT MECHANICAL ADVANTAGE THE MANDREL SHALL HAVE VANES AT LEAST AS LONG AS THE PIPE GIAMETER THE MANDREL SHALL BE USED IN STRICT CONFORMANCE NTH PIPE AND MANDREL MANUFACTURER'S RECOMMENDATIONS THE MANDREL DIAMETER WILL BE CALCULATED USING THE FOLLOWING FORMULA MANDREL BLAME ER = BASE PIPE I.D. -(Y/100 X BASE PIPE I.D.) WHERE Y = ALLOWABLE DEFLECTION IN % (5%) BASE I.D. ACTUAL INSIDE PIPE DIAMETER (PROVIDED BY PIPE MANUFACTURER) THE MANDREL SHALL HAVE AN ODD NUMBER OF VANES VAT" SEVEN 7) MINIMUM. THE MINIMUM LENGTH O THE CIRCULAR PORTION OF THE MANDREL SHALL BE EQUAL TO THE NOMINAL. DIAMETER O THE PIPE ANY SECTION OF INSTALLED PIPE THAT FAILS THE MANDREL TEST SHALL BE EXCAVATED, RE -BACKFILLED, RECOMPACTED AND RETESTED UNTIL THE MANDREL TEST CAN BE PASSED. RE -ROUNDING WILL NOT BE ALLOWED. PIPE TRENCH CLASSIFICATION. PVC PIPE SHALL BE INSTALLED PER CITY STANDARD ST -12, AS MODIFIED ON THE CONTRACT PLANS COMPACTION ABOVE THE PIPE ZONE SHALL BE AS SHOWN DN THE PIANS. THE EXCAVATIO! O TRENCffS FOR PIPING WD IN THE GROUND SHALL BE IN OPEN -CUT FROM THE SURFACE OF THE GROUND EXCEPT WHERE BORING IS REQUIRED. THE TRENCHES SHALL BE OF WIDTH AS SHOWN ON STANDARD ST -12 AMC DETAILED SECTIONS ON THE PANS FOR PROPER RPE INSTALLATION. THE HOLES FOR BELLS AND FITTINGS SHALL BE EXCAVATED BY HMO, TO A WIDTH PROVIDING UNIFORM BEARING ALONG THE LENGTH OF THE PIPE R IS THE INTENTION O THESE REQUIREMENTS TO PROVIDE FIRM, UNIFORM BEARING FOR THE PIPE CONTRACTOR SHALL PROVIDE TRENCHING IN ACCORDANCE PATH THE DETAILED SECTIONS PROVIDED IN THE PLANS SELECTOR OF TRENCH TYPES WILL BE AS REQUIRED BY THE TYPES OF PIPE SELECTED FOR CONSTRUCTON. STORM DRAIN AND UTILITY CONDUIT INSTALLATIONS SHI MEET CTY STANDARD ST -12 TRENCH LINES SHA, MEET ALL FEDERAL AND STATE SAFETY REQUIREMENTS S BRACING AND SHORING EXCAVATION SHALL BE SUPPORTED AS SET FORTH IN THE RULES ORDERS, AND EGU ES TO OF THC STATE GODSON O INDUSTRIA SAFETY. IF THE CONTRACTOR DESIRES TO DEVIATE FROM THE SAFELY ORDERS HE SHALL SUBMIT DATA BY A THE ALTERNATE CML ENGINEER ro THE STATE DIVISOR T INDUSTRIA SAFETY OFJUSTIFYINGESE THE ALTERNATE AND REGULATIONS TO BE USED. FAILURE TO COMPLY WITH ANY AT THESE RULES ORDERS AND REGULATIONS SHAM BE SUFFICIENTCAUSE FOR THE STATE DIVISION TO IMMEDIATELY SUSPEND ALL WO. COMPENSATION FOR LOSSES INCURRED BY ME RK CONTRACTOR 6Y SUCH AN F THE SH SUSPENSION SIAL NOT BE ALLOWED. DURING BACKFIWNG, THE BOTTOM OF THE SHORING SHALL BE KEPT ABOVE THE LEVEL O THE BACKFILL AT ALL TIMES SEC71ON 6422 OF THE CALIFORNIA LABOR CODE REQUIRES THE CONTRACTOR TO SUBMIT TO THE ENGINEER A DETAILED PLAN, DRAVA14G ME DESIGN OF SHORING, BRACING, SLOPING OR OTHER PROVISIONS TO BE MADE BY THE CONTRACTOR FOR THE PURPOSE OF HOMER PROTECION FROM THE HAZARD OF CAVING GROUND DURING DHE EXCAVATION OF TRENCHES NECESSARY FOR THE CONSTRUCTOR OF THE PROJECT. IF SUCH PLAN VARIES 'ROM THE SHORING SYSTEM STANDARD ESTABLISHED BY THE CONSTRUCTION SAFEtt ORDERS THE PLANS SHALL BE PREPARED AND CERTIFIED BY A REGISTERED CIVIL OR STRUCTURAL ENGINEER; HOWEVER USE OF SYSTEMS THAT ARE LESS EFFECTIVE THEN THOSE REQUIRED BY THE CONSTRUCTION SAFETY ORDERS IS PROHIBITED ON THIS PROJECT. 9. TRENCH SWABL TRENCHES SHALL NCT BE LEFT OPEN FARTHER THAN THREE HUNDRED (300) FEET IN ADVANCE O PIPE LAYING OPERATIONS OR TWO HUNDRED (200) FEET TO THE REAR THEREOF, UNLESS OTHERWISE PERMITTED BY THE ENGINEER. ALL WORK SHALL CONFORM TO THE APPLICABLE SECTIONS OF THE STANDARD SPECIFICATIONS, CURRENT EDITION. BEDDING CLASS SHALL BE AS SPECIFIED IN THE PIPE OPTIONS STORM DRAIN AND UTILITY CONDUIT INSTALLATIONS SHALL BE IN ACCORDANCE WITH CITY STANDARD ST -11 SACKFUL. MATERIAL IN THE PIPE ZONE SHALL BE PLACED IN LAYERS NOT TO EXCEED TWELVE (12) INCHES SIMULTANEOUSLY, ON EACH SIDE O THE PIPE, IN SUCH A MANNER AS NOT TO DAMAGE OR DISTURB THE PIPE OR ITS ALIGNMENT AND GRADE. BACKFILL MATERIAL ABOVE THE PIPE ZONE SHALL BE FREE OF DELETERIOUS MATERIALS AND LUMPS OR STONES EXCEEDING THREE (3)INCHES IN GREATEST DIMENSION AND SHALL BE PLACED IN LAYERS NOT EXCEEDING EIGHTEEN (18) INCHES EACH LAYER SHALL BE T OROUGMLY COMPACTED BY VIBRATORY OR MECHANICAL TAMPING. OR BY A COMBINATION OF THESE METHODS. FLOODING AND JETTING SHALL NOT BE ALLOWED. THERE MUST BE AT LEAST ONE F00T OF COVER OVER THE PIPE BEFORE COMPACTION ABOVE THE PIPE ZONE WILL BE ALLOWED. IMPORTED BEDDING ANO BACIOTLL MATERIAL SHALL BE OBTAINED, AND ANY EXCESS BEDDING AND BACKFILL MATERIAL SHALL BE DISPOSED. BY ANY LEGAL MEANS AT THE DISPOSAL OF THE CONTRACTOR. THE CONTRACTOR MAY SUBMIT TO THE ENGINEER SIEVE ANALYSIS FOR U'IUZATION OF IN-SITU MATERIALS ACHIEVING FIRM BEDDING BELOW PIPE SPRINCLINE. CONTRACTOR SHALL PROVIDE 'FIRM BEDDING SUPPORT FOR THE PIPE BELOW THE SPRINGINE. FIRM BEDDING MEANS THAT THE PIPE MUST RET ON TRE GRANULAR MATERIAL SPECIFIED PREVIOU%f IN THE SPECIFICATIONS. BELL OR CDUPUNG IDLES SHALL BE CAREFULLY EXCAVATED AT PROPER INTERVALS, SO THAT NO PART OF ME LOAD IS SUPPORTED BY THE SELLS OR COUPUNGS DURING BEDDING AND BACKTWNG, CONSOUDATON OF MATERIAL AROUND AND UNDER BELLS AND COUPLINGS SHALL BE AVOIDED. CONTRACTOR SHALL SHOVEL -SCE OR HAND TAMP BEDDING IN THE HAUNCH AREAS, AS THIS WILL MINIMIZE VOIDS BENEATH THE PIPE AND IN THE HAUNCH AREAS SHOVEL-SUCING OR HAND TAMPING SHALL BE DONE BEFORE THE BEDD94G IS BROUGHT UP TO THE QUARTER PONT OF THE PIPE. INITIAL BACKFILL. 'BEDDING MATERIAL' AS SPECIFIED BY ASTM 2321-8 SHALL BE USED IN THE PIPE ZONE FOR INITIAL BACKFILL AFTER THE PIPE HAS BEEN PROPERLY LAID AND INSPECTED, INITIAL BACKFILL SHALL BE PLACED ON BOTH SIDES AND OVER THE PIPE TO SUCH A DEPTH THAT, AFTER THOROUGH CONSOUDATON, THE FINAL DEPTH SHALL BE AT LEAST TO THE ELEVATION SHOWN ON THE PLANS THE MATERIAL SHALL BE CONSOLIDATED BY VIBRATORY OR MECHANICAL TAMPING 4ND THE EQUIPMENT AND MANNER OF TAMPING MUST BE APPROVED IN WRITING BY THE ENGINEER PRIOR TO COMMENCING OPERATION. IMPACT EQUIPMENT MAY BE ALLOWED UNDER THE DIRECTION OF THE ENGINEER. HOWEVER. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE RESULTING FROM THE USE OF THIS EQUIPMENT. HYDRA -HAMMER WELL NOT BE PERMITTED. SUBSEQUENT BACKFILL. ABOVE THE LEVEL OF INITAL BACKFILL, THE TRENCH MAY BE BACKFILLED PATH NAIVE MATERIAL RESULTING FROM TRENCR EXCAVATION, ON AT THE OPTION OF THE CONTRACTOR, SELECT IMPORTED MATERIALS NAY BE USED. NATIVE MATERIAL OR IMPORTED MATERIAL MAY BE COMPACTED BY TAMPING ANO/OR ROLLING, USING EQUIPMENT AND METHODS APPROVED BY THE ENGINEER, WHEN THE CONTRACTOR COMPACTS BY TAMPING AND/OR ROWING. THE BACKFILL MATERIAL SHALL BE PLACED IN LAYERS NOT EXCEEDING EIGHTEEN (18) INCHES IN LOOSE DEPTH, EACH LAYER BEING THOROUGHLY COMPACTED BY TAMPING ANI/OR ROLLING BEFORE SUCCEEDING LAYERS ARE PLACED. COMPACTION OF SUBSEQUENT BACKFILL WITHIN TWO AND ONE-HALF (2-1/2) FEET OF FINISHED PERMANENT SURFACING GRADE SHALL BE ACCOMPLISHED BY TAMPING AND/OR ROWNC AS SPECIFIED ABOVE WHERE THE TRENCH IS WITHIN THE PAVEMENT ON STREETS, THE BACKFILL WTHIN TWO AND ONE-HALF (2-1/2) FEET OF FINISHED PERMANENT GRADE SHALL BE COMPACTED TO NINETY PERCENT (901) RELATIVE COMPACTION. SUBSEOUENT BACKFILL PLACED BY TAMPING AND/OR ROVING SHALL BE FREE FROM STONES OR LUMPS EXCEEDING THREE (3) INCHES IN GREATEST DIMENSIONS, VEGETABLE MATTER. OR OTHER UNSATISFACTORY MATERIALS. IN NO CASE SHALL JETTING BE ALLOWED FOR BACKFILL COMPACTION WITHIN THE STREET. WHEN APPROVED BY THE ENGINEER, .,ETING MAY BE USED N NON -STREET AREAS BACKFILL TESTING AND COMPACTION TESTING OF BACKFILL MATERIALS AND COMPACTOR SHALL BE IN ACCORDANCE WITH SECTOR 19, 'EARTHWORK' AND SECTION 6-3, "TESTING', OF THE STANDARD SPEORCATONS STATE OF CALIFORNIA. DEPARTMENT OF PUBLIC WORKS, OMSION OF HIGHWAYS EACH LAYER OF BACKFILL MATERIAL SHALL MEET THE COMPACTION, SAND EQUIVALENT, AND GRADATION REQUIREMENTS BEFORE THE NEXT LAYER IS PLACED. EACH LAYER OF BACKFILL SHALL BE THOROUGHLY COMPACTED TO THE RELATIVE COMPACTION OF NOT LESS THAN AS SHOWN ON CITY O BAKERSFIELD STANDARD ST -12 AS MODIFIED ON THE CONTRACT PLANS, ROADWAY S"RUCTURAL SECTION SHALL BE NO LESS THAN NINETY PERCENT (95X) RELATIVE COMPACTION FOR THE TOP FINISHED 30', AND SHALL BE DETERMINED BY CALIFORNIA TEST METHODS 216 OR 231. OR ASTM (CURRENT EDITION) D1557 AND ONE OF THE FOLLOWING D2922 OR D1556. IF THE RELATIVE COMPACTION, AS DETERMINED BY TESTING, FABS TO MEET THE SPECIFIED PERCENTAGE. THE TRENCH SHALL BE RE-EXCAVATD AND RE -COMPACTED. COMPACTION TESTS WE BE THE SUBBMOERS RESPONSBUIY. THE NUMBER AND LOCATIONS OF THE TESTS SHALL BE DETERMINED BY THE CITY ENGINEER 10. STORM DRAIN PIPE TB STORM DRAIN PIPE. CONTRACTOR SHALL UTIUZE RCP PIPE, CLASS II W11H RUBBER GASKET JOINTS PER ASTM SPECIFICATION G-76, UNLESS OMERNSE NOTED ON THE CONTRACT PLANS. REINFORCED CONCRETE PIPE. REINFORCED CONCRETE PIPE SHALL CONFORM TO THE PROVISIONS IN SECTION 65. 'REINFORCED CONCRETE PIPE', OF THE STANDARD SPECIFICARONS AND THESE SPECIAL PROVISIONS EXCEPT AS OTHERWISE DESIGNATED BY CLASSIFICATION ON THE PLANS OR IN THE SPECIFICATIONS JOINTS FOR CULVERT AND DRAINAGE PIPES SHALL CONFORM TO THE PLANS OR SPECIFICATIONS FOR STANDARD JOINTS HYDROSTATIC TESTS SPECIFIED BY SECTION 65-1.08 'LAYING SIPHON AND PRESSURE PIPE', OF THE STANDARD SPECIFICATIONS WILL NOT BE REQUIRED, REINFORCED CONCRETE PIPE SHALL HAVE RUBBER GASKETEC JOINTS CONFORMING W SECTION 65-1.05B, 'RUBBER GASKETED JOINTS% OF THE STANDARD SPECIFICATIONS. HANDLING OF MATERIALS ALL PIPE. FITTNGS, SPECIALS ANO CASINGS MUST BE CAREFULLY HANDLED AT ALL TMES. ONLY SUITABLE AND PROPER EQUIPMENT AND APPUANCES SHALL BE USED FOR THE SAFE LOADING, HAULNG, UNLOADING, HANDLING AND PLACING O MATERIALS, SPECIAL CARE -SHALL BE EXERCISED SO THAT PREFORMED RESILIENT JOINTS ON PIPE AND FITTINGS WALL NOT BE DAMA..'ED. ANY PIPE OR FITTING WITH A JOINT DAMAGED OR FLATTENED WILL CAUSE THAT PPE OR FITTING TO BE REJECTED. PIPE LAYING. NO PIPE SHALL BE LAID UNTIL THE ENGINEER INSPECTS AND APPROVES THE CONDITION OF THE BOTTOM OF THE TRENCH. PIPE SHALL BE INSTALLED IN STRICT ACCORCANCE WTH MANUFACTURER'S RECOMMENDATONS PIPE LAYING SHALL BEGIN FROM THE DOWNSTREAM END O THE STORM GRAIN OR AS DIRECTED BY THE ENGINEER. PIPE LAYING SHALL PROCEED MTB EACH PIECE LAID TRUE TO LINE AND GRADE, AND IN SUCH A MANNER AS TO FORM A CLOSE CONCENTRIC JOINT MATH THE ADJOINING PIPE AND TO PREVENT SUDDEN OFFSETS IN THE FLOW LINE. AS THE WORK PROGRESSES, THE INTERIOR OF THE PIPE SHALL BE CLEARED OF ALL ORT AND DEBRIS O EVERY DESCRIPTION. PIPE SHALL NOT BE LAD THEN THE CONDITION OF THE TRENCH OR RHE WEATHER IS UNSUITABLE. AT TMES WHEN WORK IS NOT IN PROGRESS, OPEN ENDS O PIPE AND FITTINGS SHALL BE CLOSED. WAIN BELLED END PIPE, BELL HOES SHAH THEN BE EXCAVATED AT EACH JOINT TO FACILITATE THE JOINT OPERATIONS AND SHALL BE ONLY O SUFFICIENT SIZE FOR THAT PURPOSE. IN ORDER THAT SELL HOLES MAY BE PROPERLY _COATED, NOT MORE THAN SIX (6) HOLES SHALL BE EXCAVATED AHEAD OF ACTUAL PIPE LAYING, ON ACCOUNT OF THE VARIATIONS IN JOINT CONSTRUCTION OPERATIONS. THE CONTRACTOR SHALL MAKE PROVISIONS FOR PREVENTING FOREIGN MATERIA FROM BEING FLUSHED INTO AN EXISTING STORM DRAIN UNE CUTINC, PIPE. THE CONTRACTOR SHALL PERFORM ALL WORK OF CUTTING PIPE AND SPECIAL CASTING NECESSARY TO THE ASSEMBLY, ERECTION, AND COMPLETION OF THE WORK. ALL PIPE SHALL BE CUT TO FIT ACCURATELY, WITH SMOOTH EDGES AND FACES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CORRECTNESS OF CUTTING AND NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR ANY MATERIALS WHICH ARE DAMAGED OR INCORRECTLY CUT. CASING OR SMOOTH OUTSIDE WALLED PIPE FOR BORED/JACKED PIPE SHALL BE INSTALLED. IT SHALL HAVE EVEN BEARING THROUGHOUT ITS LENGTH AND SHALL SLOPE TOWARD ONE END. SPACE BETWEEN CASING AND PIPELINE SHALL BE BACKFILLED WITH SAND. LF THE PIPE AND CASING ARE INSTALLED BY BORING, THE SPACE AROUND THE CASING ALSO SHALL BE BACKFILLED NTH GROUT OR SAND THE ENDS OF SPACE BETWEEN TIE CASING AND THE PIPE SHALL BE SEALED W"H GROUT. THE STRENGTH OF PIPE DESIGNATED IN THE PLANS OR SPECIFICATIONS IS DETERMINED FOR VERTCAL LOAD ONLY ANY ADDITIONAL STRENGTH REQUIRED BY BORING/JACKING OPERATIONS SHALL BE FURNISHED AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER FOR APPROVAL ALL PLANS OF BORING/JACKING OPERATIONS PRIOR TO BORING OR JACKING BORING/JACKING OPERATIONS SHALL BE CONDUCTED IN A SAFE AND EFFICIENT MANNER, CONSISTENT KITH CURRENT ACCEPTED PROCEDURES. WATER BORING SHALL NOT BE PERMITTED. THE CASNG PIPE SHALL BE JACKED WITH SUCF PRECISION THAT WELL ALLOW THE REPLACEMENT OF -HE PIPELINE TO THE LINE AND GRADE AS INDICATED ON THE PLANS UPON COMPLETION O THE INSTALLATION OF THE CASING AND INSTALLATION OF THE PIPELINE TO GRADE, THE VOID BETWEEN THE CASING OR RC PIPE AND THE EXCAVATION SHALL 3E COMPLETELY FILLED NTH SAND, COMPACTED BY -HE USE OF AIR -BLOWING SAND EQUIPMENT OR ANY OTHER MEANS ACCEPTABLE TO THE ENGINEER UPON HIS APPROVAL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MANTAIN A SAFE OPERATOR AT ALL TONES SHOULD THE TUNNEL HEADING OPERATIONS RESULT IN DANGEROUS OR UNREASONABLE SLOUCHING OF MATERIAL WHICH MAY JEOPARDIZE THE SAFETY O WORKERS OR THE STABIUTY OF THE SOL AND ROADWAY ABOVE, THE CONTRACTOR SHALL �URNISH AND INSTALL RREASTBOARDING AND/OR FACE CLOSURE NTH SUFFICIENT JACKS TO INHIBIT THE SLOUGHING AND/OR CLOS NG THE WORK FACE. THE CONTRACTOR, BEFORE RESUMING WORK, SHALL FURNISH THE ENGINEER WITH A DETAILED PLAN O PRECEDING WITH THE WORK, FOR HIS RENEW AND APPROVAL ANY AND ALL EXPENSES THEREFORE WLL BE CONSIDERED AS INCLUDED IN THE 810 PRICE AND NO ADDITIONAL COMPENSATION WE BE MADE ILEREFORE. Iz MINOR STRUCTURES PORTLAND CEMENT CONCRETE MINOR STRUCTURES SHALL CONFORM, IN DESIGN. MATERIALS. AND CONSTRUCTION, TO THE PROVISIONS OF SECTIONS 70-1.02 H OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MANHOLES SHALL CONFORM TO THE CITY OF BAKERSFIELD STANDARDS SW -4 AND SW -6. DROP INLETS SHALL CONFORM TO THE CITY OF BAKERSFIELD STANDARD SW -3. TEMPORARY INLET GRATES SHALL CONFORM TO DETAILS OR THE PLANS. THE PRECAST CYLINDER, TAPER. AND ECCENTRIC FLAT TOP SECTIONS SHALL MEET THE STRENGTH REQUIREMENT OF ASTM. C- 78. EACH SUCCESSIVE MANHOLE SECTION SHALL BE SET ON A BED OF PORTLAND CEMENT GROUT OR 'KENT SEA' TO MAKE A WATERTIGHT JOINT, SHALL BE NEATLY POINTED ON THE INSIDE, AND SHALL BE SET PLUMB. • m Know whars below. Call before you dig. 4 16+00 SAWCUT IIN 1]+-0o i&do ------ ---- _______- °i _ _ __�_______ __I-__- _ I10' 1' 24' I I 1( '- ----- ---- -----_- _--_ -' ^�-NTTtRE MEDIAN cuRe-'� --+ 354 -- - ------ -- -- 351{ i_ 12' 12' NAP. I- II E 354 'T 3 - _ _ 2 5 -a 2 -H- 35 350 N07 A PART _ 35 AIN 50 -__ _ IX._z wt _-VRFMENT �.3 348 r---B n n & r' i ;;�,�-� ._---- --- -._. __._. ..--------- --- ------ ----._.. _.-.._---------------- - - .--- - I^�( 348--'--------t34B 346 `I-FUTURE � I �� CO, PLANE \ i _. i 6 344 �,y%NAX R. FUTURE R/W i 346 2y_MK APPROXIIIATE__}.__ -y 34 - -�� ' 1 4:1 MAX. - $ i ORIGINAL GROUND ! NEW ,3 g 88 1 1 t I ci w 344 CAL { .:...21 _._---- ---------- 344 342 'I QI r o w1 10 11 12 13 14 15 M -too -50 o so too -too <' 9 1 6 17 4 +h 5 SECTION - STA. 14+75.00 C.L. GH :z NEST. TENT. TR. 6969 I 1` 1 8 UNIT 1 a 358 - - - ---- - - - 358 356 : 1 NIS __ _. 80.01': 7S i ADDITIONAL CONSTRUCTION NOTES: 356- --4.or ----- ss ----- .,..__ _ ____.:_-._T;_-- 356 354 Q CONSTRUCT STANDARD PLACURB A87A (CIMENTEDEDITION). EASEMENT LEGEND: 9.28' 5.72' 21' 24.1 1 ` O CONSTRUCT STANDACCRSgINADON TWE SIDEWALK PER SCALIRANS URVEY NNO.I33123! N - BOOK 26 OF RECORD T A F T HIGHWAY (STATE ROUTE V I - K E R 119) 354 -_ _ _ - _ _ - - - j - 354 352 O21 PAVEMENT SHALL BE 0.60' AG PAVING OYER OF SURVEYS AT PAGE 123. sl 1.31' 12' ,2' 1 tE 1.00' AGGREGATE BASE OVER 0.90' COMPACTED © 60' WOE RIGHT OF THE PUBLIC FOR ROAD 25 FOOT X -SECTION 352. w 3 - m - - -----------__-+=_ 352 350 O.G 7D 95R RELATIVE DENSITY. PURPOSES. jw W EXISTING ' ® FUTURE SIDEWAUK, CURB k BITTER AND PAVEMENT' LEGEND: (STA. 10+88.08 C.L. TO SIA. 17+50.00 C.L.) �I r' Iw �. (PAVFAIENT I z 23 EXISTING A.C. OKE TO BE REMOVED. ET.W. EDGE OF TRAM! WAY SCALE: 1' = 50' HORIZONTAL 350 �I - ` I I\yro-t3EMAIN-- ---- �� s 350 348 ,\ CONSTRUCT 6' H.M.A. SHOULDER FROM NEW E.T.W. E.P. EDGE OF PAVEMENT 1' = 5' VERTICAL 348 � 91H.. 348 30 O 52 SLOPE. SEE SECTIONS 'AA' SHEET 5 FOR H.M.A. HOT MIX ASPHALT SPECIFICAt6IN N.A P. NOT A PART PLANE \ - _ QPROPOSED BLOCK WALL - SEE SEPARATE WALL H.D.M. HIGHWAY DESIGN MANUAL 346' 2X MI - "-_ - _ __ ;. _____.<- ----APPROXIMATE 346 344 PLAN FOR DETAILS ©SEE SECTIONS 'Mr THRU 'CC' ON SHEET 5 FOR 4.1 MAX 21-. _ .._.�......._. _ _ORIGMAL GROUND COMPACTION SPECIFICATION. 344 'NEW E.P.6' ' { _ 344 342 © ONE PLANE CROSS SLOPE. MAINTAIN STANDARD -1 D0 -50 0 50 100 -100 O SLOPE PER H.O.M.FUTURE MEDIAN CURB �. .__-_.-,.�_i.._._._.._ �____`�._ - : SECTION - �, 358 356 -- STA 15+00.00 C.L. _ ___. ____ '--- ---- 358 358 - T -- - - -- - -' - . - _ -_- 358 358 - - 356-.- ess- 77 -s--_ . 356 356 , --- s'--.- esfi 73 356 356 ]3>T� ? r 6Y 7 763a" 73' 358 358: ---T- B!" � I( �- - -- I t 1--- '�-- -`---f;---� ,-I�--.�--ee--' --- I_ _ 356 356 i--1s� - ---' Ty 356 356 12.34 - sc -_ .__ 1: 356 354 N--,- __. _I__.. 354 354• 135.1 3S}'; -� - : 5.73-• I �. `L - 21' 21V I I t� I Ito' 26' I 24' � 110' 26' 21' 24' I 9 1( 10 26' 7I' 24' t 10 126 _-.___..r.^ • __ _ _ _ __ 354 _ . _ . _ _ _. _ ------ .3541 I 21' f 2875' I. t t i 1 1 1.25' 1' N.AP _ g1 i 1: 354 I 1: 354 354 352 352 ,___ Y- _ ._t1--_EwsDNc--: I:----•352 352 r-- 3 ~-- E%IS`lli+s ��`�� 352 352t-� 7I�� 3- .a-1 =-1----:352 3521- �Izc g- __=---..�... 352 352J -_.__._..i 7...____1352 350. ei v 1 PAVEMENT w '¢ r N f I� w SDRC E j I" pl E%IS11NG D REMAIN _PAVEMENT m�EXI 1 Ix 3 at _ 1 I I>t !•� TO REMAIN ` 1'N �' PAYEM A Ix ; PAVEMENT _ .. � Z I'_` v "q 1D REMNT I _ 350 = r-- -- w EDS€ -A -C. R. 350 350 �1 .,:.. _ -lI{/ 350 __ .. r _ i U I-Rr:ua1N-,- --� - w _ W - I>w..---.! �I -•� DIKE TO i . ZJ -_. 1: 2.1 I ` " Ip _ X11 IK L� I - N Iz 350 348'--- 1 I �� RENAIN I f i V 1 I I_ I � I _ 17� 348' - i-�- - _-{-..-i 348 346-- - PLaNNNNE� -1 --' 348 348 t _ ,- TtfLl--- 348 348;-- + v-�'---r �, 1 348 348: I _ _ v N - \---- + I --- 348 346 YPUNE _ 346 _ -- _-€PAogN9TC 1346 348. l.:ePpRRNbfAtE_ 348 .= - _ --%�A� - 346 3461- - 346 346 -- _ - -- TAT DUNE - _.j 346 344 zx TNN, E 4:1 MAX 4 47 M X. _ -G•.• GROUNd �2R MIN. APPROXIMATE 2X NI _APPRO%IMATE -4:T MA% 344 ._ NEW E.P. y �__ 344 344 .._. A . _ _ 4 ;ORIgNAI. CRWN� �'i MNEW EP.6 _ . _ i. '- - _. �IgNµ -__ 344 344 :4:1 VAX; �" ,ORIgNAL CR(NINO . 4.1 MAX. ` ORIgNAL 02011NO NEW 22 MW .__ - WSi1NG GRWNU NEW EP. � i. -NEW EP: -._ __... ... .344 344' -NEW EP.6'_, �__ _.- -.__. __._._..__. 344 342..__ -10 -50 0 50 10 -10 -50 0 50 100 -10 -50 0 50 10 -10 -50 0 50 100 -10 -50 0 50 10 -10 SECTION - STA. 10+88.08 C.L 0 E.C.R. SECTION - STA. 11+75.00 C.L. SECTION - STA. 12+75.00 C.L SECTION - STA. 13+75.00 C.L. SECTION - STA. 15+25.00 C.L. eP `__.. _. _. - 73-__ .. :---'--I- - -r----__¢-__..t_ _ _.7.._..._....._.358 358:-_---: --- ----__... --- -1 _ ..-'358 358:-- --- - - - - 358 358. _. ... _ ..-.- --- '.` ..-....- ---- 358 ---- - --- - 358 358 --- 81' T 73' 1 i 81' 75 81' ¢ 73' 76.67` ._ '*72.9' T - - l 356 1s' 66'. - ,. 356 356 -1 +----L---sem..___. ,.__. _I.____._L _. _,_._._.., 3� 356 r -.-t --s '.-____ __ _____ _I�_ _ - :356 356. _ 1r 5 68'. 356 356 10.67 66' _ _ _ __...y....�.,� 356 354 170' 26" 21' I I; I ii 26- 4' 1 ' 26' 24' -_ L16 26' 21' 24' 1 I; 1076 1.51' 21' �> i 354 �_- _._ 2-�.___._=_.____, 354 354 _-_ ,. -1 _. _i_ 1 _- .' - 1 -.. 354 354 -__ _ _ -' __ _ ___ _ _ - __ _ _. 354 354 �_ .. V.. -..__ ,- .... _ _ _ _. N.AP... _. _ ._ . -1354 354 _ ... _ _I A,p, _ __. --, 354 352 i-_ I 1 - NAP. I• - - �s - .^ -._. I �r- _ 1 Oe7 11 ' 12' - tT 12'N.I$ j I I O.9T j ' , ! ' 1 1.02' 1 21 - I 37' 352 - - !-Ex16TINc -t^ x 352 352 - L -_-..r - w -352 352 � --s = 3 - __ _ % _ ._ - _.. . J I __ __ .77- -- 352 350 I� PAVEMENT --r ._. 352 352 r _ _. _ �.. ry -. ----- 352 352 - i - W_ EXISTING ,- z :,1 EXISDNO "' , >M,� TO REMAIN�. V vPAVEMENT i Ix EXISTING /PAYEMENi Z x w EXISTING o: _ REMAIN IIx N bZrc,Ili ` / 1 '�%- - 'n _{--TA REMAW - .. I _F . z _ _Ii _ w _ E795T. AC.1 . �1 _ oREMa i �W.-, i A. Pio-IiEti N-.. -_._,350 350= I'"_c' \ ,y _ _+350 350 I w # .1� PnYEMENi 350 i -- r - 350 350 I - t T --. 350 350 , tw `l1 4�1 - - -- DIKE ro w _ i ,J la t°' f?I w '3e' w i0-REMNN - Iyrc - 350 348 `\ { ( ( 4 Inc 1 14' E _ ._ i_ - 348 348 T__ '� PLANE I-- _._I.-.- - 30 348;- I - v w =.�I _ - - { '348 348, _ _ _ v _ _ -� _ 1, _-. 348 348 vPR1 -�' �y. .. i _ .348 346 �`PLANE _ ..(( PLANE !f U1111 346 (_,APPRDA1MAlE :346 346: _ L_,A�R4AM9LE 3463461; " _ 1o><6,NATE 346 346' - J OwNATE - 346 346 PUNE 3q6 344 -E%ISTING gWNINd M�{ ORIgNAL gmu114 22 MIN., t ORIGNAl, GRWND 22 MIN.'`"� ^APPR 2X MIN1APPRD%IMATE ,M 4;1MAX, 1 ;4:1 MAXI ;4.1 MAX, / �ORIGNAL GFOUNO 4:1 MAX. • ORIGINAL GROUND EP �� _ _344. ___ 344 344•-- NEW..1 { . I„ - ,: .... 344 344 ; NEW EP. - . { ,V_ - 1. i. _ ,__ __ 344 344'_ -_NEW EP.6 344 344 ,. 21..._ . _..,_._ _ _ -_ 344 342 -10 -50 0 50 10 -10 -50 0 50 10 -10 -50 0 50 10 -10 -50 0 50 10 -100 NEW E.P. _SO® 0 50 10 -10 SECTION - STA. 11+00.00 C.L. SECTION - STA. 12+00.00 C.L SECTION - STA. 13+00 00 C.L. SECTION - STA. 14+00.00 C.L. SECTION - STA. 15+50.00 C.L. 358 -.- ._ _____ 35g 358 1._._�. ________ I___.,____ - - _. - _ -358 358 .... _ - .. .. , - 358 358 _ _ .. .. - ___ T._.___.. 358 356 81' i 73'1 t 87 73' I 81' ]� 81 . 73' 75.01' '*72.5' ,.____.ts,._.�___.66,x_.-__.._.-.__-.__.__._-I _.356 356 4 __.__,-__66i.__... ._-_. -- ., .L__ ._.3� 3�;_._. _'5�..__�...___B8�_- _ _____.___v-_356 356___ __ _ ___66._____ .,_. _ _......356 356 --s --66'. __ __-.._._ .__,356 354 1 , ___� f I: I I ' 1 - 1 24' I , 1 354 354 10 26' • .21' ' 24' 1 354 354 --_ �.' i 26� a- __21 _ 24 - --I 19.73' 21' 24'. L ' 70' 26 21' 24' 10 26'! 21 I ii 1 I I- I I i 354 =- - - -- N.AP .--- 354 354 - - _ --- NAP --- -N.AP.-i- --- -- �- 3 NAP. ---- ' - -354 354 - -- -- -- - -- 4--- 12, - 354 352 352: -- l ET6snwo--------t 352 352 ;--- - x iz' 17 v ` _._N ----� 352 3521--�`r � W 1.1 __-�..�-_-_.1 352 352 --� . _ a< _-__..__ -1 �. ._._ 352 352 _ _-�--t _ _ -! -I---; 352 350 s' 1z' s4' z' ,z - �. 3 PAVEMENT : :- 16 EXISTING +t EXISTING W m rc w /TO REMAIN �y - ue PAVEMENT � I�z PAVEMZNT (y Ix ; PAVEMENT I,� i I EXISTING �� _OKE TO K_ w �_�.: .I K..._ - _Iw- z x `_ __I Lam. ___. �._Iw �_ x _ *- 350 348 __ _. { _ w REMAIN--._.-_- 350 350 ,ai na�EMAIN.___..._-. W - r e--iw LL I zfw I TO REMAIN 1 348 - - PLUME 1---- --; r - -o'REMAIN+--- - .350 350-� gEMaN-�- _ 1 350 r- x I__ __- Ix 1 ��' 1 -_1 350 350 i : IW I I z v EwsxtG--- -----' REMAIN i' w VP - - - - 348 348 - -.I-- _348 348 - �� _- 348 348 -. - __ E \.__ - I. _. 346 348 - _ - VPin "� -_ I. i 348 346 • - PLANE `\ % PLANE; �_ ,- PLAN _ _ {_ _ 346 -- - _ - - ---APPRexItdATE :346 346 - .A...�APPftoxIMA71E_.� „, Y ` = _L;PR #RATE -a 346 346 - 346 346 ��" t LD PLANE '346 344 ORIgNAL GROIN t O CAPPROX1MAlE f ~APPROXIMATE {PogNAL-gR0UN0, b1AN%. I - Q 2R MIN. 6' 4 • B. 4 21 i ;4:1 MAX. 21 I 4N MpX� ORIGINAL GROUND 22 M ORIGINAL GROUND ORIGINAL GR UND /x,- 344 ___ NEW EP. _�. �____ _ ' 344 30 NEW, EP.- ... .. _ , -.:. - 344 344 ,----NEW EP 6-... 4 a _ _ _1 _ _ ,_ _ . _.- -. � b _ _ . _. .. _ - _ . '344 344' -NEW EP. - . ... --- 344 344. .1 MAX _ -- 344 342 -100 -50 0 - - 50 100 -100 -50 0 50 _._ 100 -100 -50 0 50 100 -100 -50 0 ---50 100 -100 NEWE. 4 0 50 100 -100 SECTION - STA. 11+25.00 C.L SECTION - STA. 12+25.00 C.L SECTION - STA. 13+25.00 C.L. SECTION - STA. 14+25.00 C.L. SECTION - STA. 15+75.00 C.L. 358 ___._______.___,_..._..,358 358 -I - 1- -- -------- ___-__-. r -- _-___. 35g 3�.__._._....-_ __-_-- ____ .- ,358 358 - - 358 358 - _.. .. _ .____.____._._________;358 356;-____; 73' �-�--' 81'81'--� 73' 87 j T ;.' _ 73' ' ¢ ' rJ� *725- I 356 356 66- 356 356 -..__- I 356 356 i 356 6 4 66' 354,-___.. 73356. 436= 110' 26' 4' 1 I+ ` 1I ' 28' . 21' 24' 1 - I1 Lt 6 21' 24' I I 110 26' 2P 24' E 10.31 }I 10 354 --- , - -- N.AP. ' '- �- - -.354 354. " I - -. ,NAP -' - - -� ._-1354 354 - '1 _`" _ - N.AP.- �^ 1 354 354 -- , - `-- N.A.P. - - - -I.- - - 354 354 .i '-_ .- .. 12 .,_ ._ I,- ' ; 354 352 I 1.51. ,2' 12' i Ii 1 i 2• 2' 1 a I 12' I I 12' 17 ; i 1 352-- s'1 -- .I ExISTINc '- t. __:352 352- - _. ,- _;-IT-----s 352 352;- -W - --�---. -_ 2 - 352 352 W --- -. 2 3 ti E js r �,.. E%ISTING EXISIiNG .. F... a� w I PAVEMENT 'p'� W ( EXISTING , k� .. LL _ s �{ h t V' F REMAIN .. _ I- .350 350;.... r=1 .iw ..� _l -m RorEalTv __I'�. _.. �'I. �w _ io �REiinw.�..._ '�.. X35 350'- A-_ w _A-xa R'FMaN.__,-.. _.L_ �wi z EXISTING a aEGTNT I 35 50a i 350 350 r-- r-- - 350 350 - 1 x --- 350 350 1 3 350 348 r-- - I w '- _ m A S I x : i z 5 i W • I S TO REMAIN i d v R 1348 348-- 'j' ��-- ---- 348 348 - f - z� -- - 348 348 (--}.w-� 348-- - FLANS ,� ` irw .. : 348 348 I - 4 _ � � 1_ "h - {I-._ , _ .. "Y � -i'w vein - = - I w ' SLA � ' - 348 346' ill_ PP80%UdATE.. 1 PLANE; L -COD PLANE PLANE'S _ _ I _ _ 4:1 MAX... 2R MIN. -IgRNXGROUNq �i bink. ____ ��OOCtlNAL' GROUND •. _._ . _ \ ` _ 1 346 346346 2x 346 346 - _ ._ ... � PLANE ; 3'46 344.-22 MIN.- _ _. _ ! 8' 2R NIR. / �APPROAIMAT_ ,APPROfIMAIE 41 MAX. NEW EP. ©4 348 346 NEW EP 6' 4 I 344 344 NEW EP.---_._ 4 '2I APPR0X�1AAlE 346 346 N.1 RAX. : ORIGINAL GROUND ORIGINAL GROIND " ORIGNAL GRWND r- 21 4:1 MAX Y1 NEW 344.__ ...... _... __. _. ___._. ._..._ 344 344..-_. :. _ ___. _.1 - 344 344-- NEW EP.6_-_344 344. --___ ,. _._.:344 342:. -� -10 -50 0 50 10 -10 -50 0 50 100 -10 -50 0 50 10 -10 -50 0 50 100 -10 NEW EP.e-50 4 0 50 100 -10 SFrT ON - STA. 11+50.00 C I . SECTION - STA. 12+50.00 C.L. SECTION- STA -13+50 00 Com.. SECTION - STA. 14+50.00 C.L. SECTION - STA. 16+00.00 C.L. {1 _ -50 0 50 SECTION - STA. 16+25.00 C.L Tm, 0. ma WA �350 - { 348 -346 Nb 344 10 356 354 352 350 348 346 344 342 100 356 -4354 -50 0 50 SECTION - STA. 16+50.00 C.L. - EXISTING 31 _ _-' 350 PAVEMENT i M TO RFMAIN I " 348 1 •OLD PLANE 348 I PROXIMATE L _ �ORIGNAL,GROUyO 344 P. 4 �_ + :342 -50 0 50 10 SECTION - STA. 16+75.00 C.L. 356 354 352 350 348 W 344 342 -50 0 50 10 SECTION - STA. 17+00.00 C.L. 356 354 352 350 348 346 344 -50 0 50 1002 SECTION - STA. 17+25.00 C.L. 356 153 45' ' 1 -- i2'"1352 8.33 350 PAVEMENT 9: w ro REMAIN ' .. �� 348 IT YYY � y flRl�t1PPR0% ¢WAINATEL_GRWNR 1344 'F� 342 Know whars below. 0 50 70 Call before you dig. SECTION - STA. 17+50.00 C.� /.1. 7 i ! � ~ Y -- -FUTURE R/WFUTURE - --- ( FD.K.GS.GONGMON. I .4 C' u.. , :,.�,- .- .____ -------- FLEURE --__ _. _. ______. ____ - _ -_ _-----_-_-_ _#_ __.___-__ CU DOWN24' FORI ill 1 '- `'�" -E%IST.R/W 6'H.M.A--�.-_ SH LDER PROPOSED E.P. _WT1ER _-_._.. CORNER 40' NORTH OF S.W. COR. SEC 30. 30/27 PER R/S BK. 15, PC 178 _ :I � _. __ - -__..... -_�-IX EP. -;o ., _� BREAK PROPOSED E.T.W.-7_ -" SW COR. SEG J4, 30/27 -__ -- -- 11+00 "`.), 12+Op 13400 144 SAWCllT LINE 1 ____ .______ _ ,__ �-� - m ___ _ _ _ _ _ _ 358 - _ ____�_-_-_-� _ _ . - d58 356 - X81' 73' t -. _ _._ _--.� 356 356, yt s,. .-------66"-------- ___-I-- I 354 8.63'^ I 4 16+00 SAWCUT IIN 1]+-0o i&do ------ ---- _______- °i _ _ __�_______ __I-__- _ I10' 1' 24' I I 1( '- ----- ---- -----_- _--_ -' ^�-NTTtRE MEDIAN cuRe-'� --+ 354 -- - ------ -- -- 351{ i_ 12' 12' NAP. I- II E 354 'T 3 - _ _ 2 5 -a 2 -H- 35 350 N07 A PART _ 35 AIN 50 -__ _ IX._z wt _-VRFMENT �.3 348 r---B n n & r' i ;;�,�-� ._---- --- -._. __._. ..--------- --- ------ ----._.. _.-.._---------------- - - .--- - I^�( 348--'--------t34B 346 `I-FUTURE � I �� CO, PLANE \ i _. i 6 344 �,y%NAX R. FUTURE R/W i 346 2y_MK APPROXIIIATE__}.__ -y 34 - -�� ' 1 4:1 MAX. - $ i ORIGINAL GROUND ! NEW ,3 g 88 1 1 t I ci w 344 CAL { .:...21 _._---- ---------- 344 342 'I QI r o w1 10 11 12 13 14 15 M -too -50 o so too -too <' 9 1 6 17 4 +h 5 SECTION - STA. 14+75.00 C.L. GH :z NEST. TENT. TR. 6969 I 1` 1 8 UNIT 1 a 358 - - - ---- - - - 358 356 : 1 NIS __ _. 80.01': 7S i ADDITIONAL CONSTRUCTION NOTES: 356- --4.or ----- ss ----- .,..__ _ ____.:_-._T;_-- 356 354 Q CONSTRUCT STANDARD PLACURB A87A (CIMENTEDEDITION). EASEMENT LEGEND: 9.28' 5.72' 21' 24.1 1 ` O CONSTRUCT STANDACCRSgINADON TWE SIDEWALK PER SCALIRANS URVEY NNO.I33123! N - BOOK 26 OF RECORD T A F T HIGHWAY (STATE ROUTE V I - K E R 119) 354 -_ _ _ - _ _ - - - j - 354 352 O21 PAVEMENT SHALL BE 0.60' AG PAVING OYER OF SURVEYS AT PAGE 123. sl 1.31' 12' ,2' 1 tE 1.00' AGGREGATE BASE OVER 0.90' COMPACTED © 60' WOE RIGHT OF THE PUBLIC FOR ROAD 25 FOOT X -SECTION 352. w 3 - m - - -----------__-+=_ 352 350 O.G 7D 95R RELATIVE DENSITY. PURPOSES. jw W EXISTING ' ® FUTURE SIDEWAUK, CURB k BITTER AND PAVEMENT' LEGEND: (STA. 10+88.08 C.L. TO SIA. 17+50.00 C.L.) �I r' Iw �. (PAVFAIENT I z 23 EXISTING A.C. OKE TO BE REMOVED. ET.W. EDGE OF TRAM! WAY SCALE: 1' = 50' HORIZONTAL 350 �I - ` I I\yro-t3EMAIN-- ---- �� s 350 348 ,\ CONSTRUCT 6' H.M.A. SHOULDER FROM NEW E.T.W. E.P. EDGE OF PAVEMENT 1' = 5' VERTICAL 348 � 91H.. 348 30 O 52 SLOPE. SEE SECTIONS 'AA' SHEET 5 FOR H.M.A. HOT MIX ASPHALT SPECIFICAt6IN N.A P. NOT A PART PLANE \ - _ QPROPOSED BLOCK WALL - SEE SEPARATE WALL H.D.M. HIGHWAY DESIGN MANUAL 346' 2X MI - "-_ - _ __ ;. _____.<- ----APPROXIMATE 346 344 PLAN FOR DETAILS ©SEE SECTIONS 'Mr THRU 'CC' ON SHEET 5 FOR 4.1 MAX 21-. _ .._.�......._. _ _ORIGMAL GROUND COMPACTION SPECIFICATION. 344 'NEW E.P.6' ' { _ 344 342 © ONE PLANE CROSS SLOPE. MAINTAIN STANDARD -1 D0 -50 0 50 100 -100 O SLOPE PER H.O.M.FUTURE MEDIAN CURB �. .__-_.-,.�_i.._._._.._ �____`�._ - : SECTION - �, 358 356 -- STA 15+00.00 C.L. _ ___. ____ '--- ---- 358 358 - T -- - - -- - -' - . - _ -_- 358 358 - - 356-.- ess- 77 -s--_ . 356 356 , --- s'--.- esfi 73 356 356 ]3>T� ? r 6Y 7 763a" 73' 358 358: ---T- B!" � I( �- - -- I t 1--- '�-- -`---f;---� ,-I�--.�--ee--' --- I_ _ 356 356 i--1s� - ---' Ty 356 356 12.34 - sc -_ .__ 1: 356 354 N--,- __. _I__.. 354 354• 135.1 3S}'; -� - : 5.73-• I �. `L - 21' 21V I I t� I Ito' 26' I 24' � 110' 26' 21' 24' I 9 1( 10 26' 7I' 24' t 10 126 _-.___..r.^ • __ _ _ _ __ 354 _ . _ . _ _ _. _ ------ .3541 I 21' f 2875' I. t t i 1 1 1.25' 1' N.AP _ g1 i 1: 354 I 1: 354 354 352 352 ,___ Y- _ ._t1--_EwsDNc--: I:----•352 352 r-- 3 ~-- E%IS`lli+s ��`�� 352 352t-� 7I�� 3- .a-1 =-1----:352 3521- �Izc g- __=---..�... 352 352J -_.__._..i 7...____1352 350. ei v 1 PAVEMENT w '¢ r N f I� w SDRC E j I" pl E%IS11NG D REMAIN _PAVEMENT m�EXI 1 Ix 3 at _ 1 I I>t !•� TO REMAIN ` 1'N �' PAYEM A Ix ; PAVEMENT _ .. � Z I'_` v "q 1D REMNT I _ 350 = r-- -- w EDS€ -A -C. R. 350 350 �1 .,:.. _ -lI{/ 350 __ .. r _ i U I-Rr:ua1N-,- --� - w _ W - I>w..---.! �I -•� DIKE TO i . ZJ -_. 1: 2.1 I ` " Ip _ X11 IK L� I - N Iz 350 348'--- 1 I �� RENAIN I f i V 1 I I_ I � I _ 17� 348' - i-�- - _-{-..-i 348 346-- - PLaNNNNE� -1 --' 348 348 t _ ,- TtfLl--- 348 348;-- + v-�'---r �, 1 348 348: I _ _ v N - \---- + I --- 348 346 YPUNE _ 346 _ -- _-€PAogN9TC 1346 348. l.:ePpRRNbfAtE_ 348 .= - _ --%�A� - 346 3461- - 346 346 -- _ - -- TAT DUNE - _.j 346 344 zx TNN, E 4:1 MAX 4 47 M X. _ -G•.• GROUNd �2R MIN. APPROXIMATE 2X NI _APPRO%IMATE -4:T MA% 344 ._ NEW E.P. y �__ 344 344 .._. A . _ _ 4 ;ORIgNAI. CRWN� �'i MNEW EP.6 _ . _ i. '- - _. �IgNµ -__ 344 344 :4:1 VAX; �" ,ORIgNAL CR(NINO . 4.1 MAX. ` ORIgNAL 02011NO NEW 22 MW .__ - WSi1NG GRWNU NEW EP. � i. -NEW EP: -._ __... ... .344 344' -NEW EP.6'_, �__ _.- -.__. __._._..__. 344 342..__ -10 -50 0 50 10 -10 -50 0 50 100 -10 -50 0 50 10 -10 -50 0 50 100 -10 -50 0 50 10 -10 SECTION - STA. 10+88.08 C.L 0 E.C.R. SECTION - STA. 11+75.00 C.L. SECTION - STA. 12+75.00 C.L SECTION - STA. 13+75.00 C.L. SECTION - STA. 15+25.00 C.L. eP `__.. _. _. - 73-__ .. :---'--I- - -r----__¢-__..t_ _ _.7.._..._....._.358 358:-_---: --- ----__... --- -1 _ ..-'358 358:-- --- - - - - 358 358. _. ... _ ..-.- --- '.` ..-....- ---- 358 ---- - --- - 358 358 --- 81' T 73' 1 i 81' 75 81' ¢ 73' 76.67` ._ '*72.9' T - - l 356 1s' 66'. - ,. 356 356 -1 +----L---sem..___. ,.__. _I.____._L _. _,_._._.., 3� 356 r -.-t --s '.-____ __ _____ _I�_ _ - :356 356. _ 1r 5 68'. 356 356 10.67 66' _ _ _ __...y....�.,� 356 354 170' 26" 21' I I; I ii 26- 4' 1 ' 26' 24' -_ L16 26' 21' 24' 1 I; 1076 1.51' 21' �> i 354 �_- _._ 2-�.___._=_.____, 354 354 _-_ ,. -1 _. _i_ 1 _- .' - 1 -.. 354 354 -__ _ _ -' __ _ ___ _ _ - __ _ _. 354 354 �_ .. V.. -..__ ,- .... _ _ _ _. N.AP... _. _ ._ . -1354 354 _ ... _ _I A,p, _ __. --, 354 352 i-_ I 1 - NAP. I• - - �s - .^ -._. I �r- _ 1 Oe7 11 ' 12' - tT 12'N.I$ j I I O.9T j ' , ! ' 1 1.02' 1 21 - I 37' 352 - - !-Ex16TINc -t^ x 352 352 - L -_-..r - w -352 352 � --s = 3 - __ _ % _ ._ - _.. . J I __ __ .77- -- 352 350 I� PAVEMENT --r ._. 352 352 r _ _. _ �.. ry -. ----- 352 352 - i - W_ EXISTING ,- z :,1 EXISDNO "' , >M,� TO REMAIN�. V vPAVEMENT i Ix EXISTING /PAYEMENi Z x w EXISTING o: _ REMAIN IIx N bZrc,Ili ` / 1 '�%- - 'n _{--TA REMAW - .. I _F . z _ _Ii _ w _ E795T. AC.1 . �1 _ oREMa i �W.-, i A. Pio-IiEti N-.. -_._,350 350= I'"_c' \ ,y _ _+350 350 I w # .1� PnYEMENi 350 i -- r - 350 350 I - t T --. 350 350 , tw `l1 4�1 - - -- DIKE ro w _ i ,J la t°' f?I w '3e' w i0-REMNN - Iyrc - 350 348 `\ { ( ( 4 Inc 1 14' E _ ._ i_ - 348 348 T__ '� PLANE I-- _._I.-.- - 30 348;- I - v w =.�I _ - - { '348 348, _ _ _ v _ _ -� _ 1, _-. 348 348 vPR1 -�' �y. .. i _ .348 346 �`PLANE _ ..(( PLANE !f U1111 346 (_,APPRDA1MAlE :346 346: _ L_,A�R4AM9LE 3463461; " _ 1o><6,NATE 346 346' - J OwNATE - 346 346 PUNE 3q6 344 -E%ISTING gWNINd M�{ ORIgNAL gmu114 22 MIN., t ORIGNAl, GRWND 22 MIN.'`"� ^APPR 2X MIN1APPRD%IMATE ,M 4;1MAX, 1 ;4:1 MAXI ;4.1 MAX, / �ORIGNAL GFOUNO 4:1 MAX. • ORIGINAL GROUND EP �� _ _344. ___ 344 344•-- NEW..1 { . I„ - ,: .... 344 344 ; NEW EP. - . { ,V_ - 1. i. _ ,__ __ 344 344'_ -_NEW EP.6 344 344 ,. 21..._ . _..,_._ _ _ -_ 344 342 -10 -50 0 50 10 -10 -50 0 50 10 -10 -50 0 50 10 -10 -50 0 50 10 -100 NEW E.P. _SO® 0 50 10 -10 SECTION - STA. 11+00.00 C.L. SECTION - STA. 12+00.00 C.L SECTION - STA. 13+00 00 C.L. SECTION - STA. 14+00.00 C.L. SECTION - STA. 15+50.00 C.L. 358 -.- ._ _____ 35g 358 1._._�. ________ I___.,____ - - _. - _ -358 358 .... _ - .. .. , - 358 358 _ _ .. .. - ___ T._.___.. 358 356 81' i 73'1 t 87 73' I 81' ]� 81 . 73' 75.01' '*72.5' ,.____.ts,._.�___.66,x_.-__.._.-.__-.__.__._-I _.356 356 4 __.__,-__66i.__... ._-_. -- ., .L__ ._.3� 3�;_._. _'5�..__�...___B8�_- _ _____.___v-_356 356___ __ _ ___66._____ .,_. _ _......356 356 --s --66'. __ __-.._._ .__,356 354 1 , ___� f I: I I ' 1 - 1 24' I , 1 354 354 10 26' • .21' ' 24' 1 354 354 --_ �.' i 26� a- __21 _ 24 - --I 19.73' 21' 24'. L ' 70' 26 21' 24' 10 26'! 21 I ii 1 I I- I I i 354 =- - - -- N.AP .--- 354 354 - - _ --- NAP --- -N.AP.-i- --- -- �- 3 NAP. ---- ' - -354 354 - -- -- -- - -- 4--- 12, - 354 352 352: -- l ET6snwo--------t 352 352 ;--- - x iz' 17 v ` _._N ----� 352 3521--�`r � W 1.1 __-�..�-_-_.1 352 352 --� . _ a< _-__..__ -1 �. ._._ 352 352 _ _-�--t _ _ -! -I---; 352 350 s' 1z' s4' z' ,z - �. 3 PAVEMENT : :- 16 EXISTING +t EXISTING W m rc w /TO REMAIN �y - ue PAVEMENT � I�z PAVEMZNT (y Ix ; PAVEMENT I,� i I EXISTING �� _OKE TO K_ w �_�.: .I K..._ - _Iw- z x `_ __I Lam. ___. �._Iw �_ x _ *- 350 348 __ _. { _ w REMAIN--._.-_- 350 350 ,ai na�EMAIN.___..._-. W - r e--iw LL I zfw I TO REMAIN 1 348 - - PLUME 1---- --; r - -o'REMAIN+--- - .350 350-� gEMaN-�- _ 1 350 r- x I__ __- Ix 1 ��' 1 -_1 350 350 i : IW I I z v EwsxtG--- -----' REMAIN i' w VP - - - - 348 348 - -.I-- _348 348 - �� _- 348 348 -. - __ E \.__ - I. _. 346 348 - _ - VPin "� -_ I. i 348 346 • - PLANE `\ % PLANE; �_ ,- PLAN _ _ {_ _ 346 -- - _ - - ---APPRexItdATE :346 346 - .A...�APPftoxIMA71E_.� „, Y ` = _L;PR #RATE -a 346 346 - 346 346 ��" t LD PLANE '346 344 ORIgNAL GROIN t O CAPPROX1MAlE f ~APPROXIMATE {PogNAL-gR0UN0, b1AN%. I - Q 2R MIN. 6' 4 • B. 4 21 i ;4:1 MAX. 21 I 4N MpX� ORIGINAL GROUND 22 M ORIGINAL GROUND ORIGINAL GR UND /x,- 344 ___ NEW EP. _�. �____ _ ' 344 30 NEW, EP.- ... .. _ , -.:. - 344 344 ,----NEW EP 6-... 4 a _ _ _1 _ _ ,_ _ . _.- -. � b _ _ . _. .. _ - _ . '344 344' -NEW EP. - . ... --- 344 344. .1 MAX _ -- 344 342 -100 -50 0 - - 50 100 -100 -50 0 50 _._ 100 -100 -50 0 50 100 -100 -50 0 ---50 100 -100 NEWE. 4 0 50 100 -100 SECTION - STA. 11+25.00 C.L SECTION - STA. 12+25.00 C.L SECTION - STA. 13+25.00 C.L. SECTION - STA. 14+25.00 C.L. SECTION - STA. 15+75.00 C.L. 358 ___._______.___,_..._..,358 358 -I - 1- -- -------- ___-__-. r -- _-___. 35g 3�.__._._....-_ __-_-- ____ .- ,358 358 - - 358 358 - _.. .. _ .____.____._._________;358 356;-____; 73' �-�--' 81'81'--� 73' 87 j T ;.' _ 73' ' ¢ ' rJ� *725- I 356 356 66- 356 356 -..__- I 356 356 i 356 6 4 66' 354,-___.. 73356. 436= 110' 26' 4' 1 I+ ` 1I ' 28' . 21' 24' 1 - I1 Lt 6 21' 24' I I 110 26' 2P 24' E 10.31 }I 10 354 --- , - -- N.AP. ' '- �- - -.354 354. " I - -. ,NAP -' - - -� ._-1354 354 - '1 _`" _ - N.AP.- �^ 1 354 354 -- , - `-- N.A.P. - - - -I.- - - 354 354 .i '-_ .- .. 12 .,_ ._ I,- ' ; 354 352 I 1.51. ,2' 12' i Ii 1 i 2• 2' 1 a I 12' I I 12' 17 ; i 1 352-- s'1 -- .I ExISTINc '- t. __:352 352- - _. ,- _;-IT-----s 352 352;- -W - --�---. -_ 2 - 352 352 W --- -. 2 3 ti E js r �,.. E%ISTING EXISIiNG .. F... a� w I PAVEMENT 'p'� W ( EXISTING , k� .. LL _ s �{ h t V' F REMAIN .. _ I- .350 350;.... r=1 .iw ..� _l -m RorEalTv __I'�. _.. �'I. �w _ io �REiinw.�..._ '�.. X35 350'- A-_ w _A-xa R'FMaN.__,-.. _.L_ �wi z EXISTING a aEGTNT I 35 50a i 350 350 r-- r-- - 350 350 - 1 x --- 350 350 1 3 350 348 r-- - I w '- _ m A S I x : i z 5 i W • I S TO REMAIN i d v R 1348 348-- 'j' ��-- ---- 348 348 - f - z� -- - 348 348 (--}.w-� 348-- - FLANS ,� ` irw .. : 348 348 I - 4 _ � � 1_ "h - {I-._ , _ .. "Y � -i'w vein - = - I w ' SLA � ' - 348 346' ill_ PP80%UdATE.. 1 PLANE; L -COD PLANE PLANE'S _ _ I _ _ 4:1 MAX... 2R MIN. -IgRNXGROUNq �i bink. ____ ��OOCtlNAL' GROUND •. _._ . _ \ ` _ 1 346 346346 2x 346 346 - _ ._ ... � PLANE ; 3'46 344.-22 MIN.- _ _. _ ! 8' 2R NIR. / �APPROAIMAT_ ,APPROfIMAIE 41 MAX. NEW EP. ©4 348 346 NEW EP 6' 4 I 344 344 NEW EP.---_._ 4 '2I APPR0X�1AAlE 346 346 N.1 RAX. : ORIGINAL GROUND ORIGINAL GROIND " ORIGNAL GRWND r- 21 4:1 MAX Y1 NEW 344.__ ...... _... __. _. ___._. ._..._ 344 344..-_. :. _ ___. _.1 - 344 344-- NEW EP.6_-_344 344. --___ ,. _._.:344 342:. -� -10 -50 0 50 10 -10 -50 0 50 100 -10 -50 0 50 10 -10 -50 0 50 100 -10 NEW EP.e-50 4 0 50 100 -10 SFrT ON - STA. 11+50.00 C I . SECTION - STA. 12+50.00 C.L. SECTION- STA -13+50 00 Com.. SECTION - STA. 14+50.00 C.L. SECTION - STA. 16+00.00 C.L. {1 _ -50 0 50 SECTION - STA. 16+25.00 C.L Tm, 0. ma WA �350 - { 348 -346 Nb 344 10 356 354 352 350 348 346 344 342 100 356 -4354 -50 0 50 SECTION - STA. 16+50.00 C.L. - EXISTING 31 _ _-' 350 PAVEMENT i M TO RFMAIN I " 348 1 •OLD PLANE 348 I PROXIMATE L _ �ORIGNAL,GROUyO 344 P. 4 �_ + :342 -50 0 50 10 SECTION - STA. 16+75.00 C.L. 356 354 352 350 348 W 344 342 -50 0 50 10 SECTION - STA. 17+00.00 C.L. 356 354 352 350 348 346 344 -50 0 50 1002 SECTION - STA. 17+25.00 C.L. 356 153 45' ' 1 -- i2'"1352 8.33 350 PAVEMENT 9: w ro REMAIN ' .. �� 348 IT YYY � y flRl�t1PPR0% ¢WAINATEL_GRWNR 1344 'F� 342 Know whars below. 0 50 70 Call before you dig. SECTION - STA. 17+50.00 C.� /.1. 7 ' FUl w, _�- 2. S�1��'' AIS I� d �If :G -I - -! I PROPOSED CURB & GUTTER - - - - -------------- ,fi+Tr6--- ADDITIONAL CONSTRUCTION NOTES: ® CONSTRUCT 6' H.M.A. SHOULDER FROM NEW E.T.W. EASEMENT LEGEND: LEGEND: CONSTRUCTS: -TYPE A2-6' CURB & GUTTER PER 0 5Y• SLOPE. SEE SECTIONS 'AA' SHEET 5 FOR LEGEND: i O CALTRANS STANDARD PLAN A87A (CURRENT EOI170N). SPECIFICATION. E.T.W. EDGE OF TRAVEL WAY 33 1 © PROPOSED BLOCK WALL - SEE SEPARATE WALL 1 CALTRANS RIGHT-OF-WAY PER RECORD OF `�Z V I \\ O CONSTRUCT 5.5' COMBINARGI TYPE SIDEWALK PER $ PLAN FOR DETAILS. SURVEY NO. 3123 IN BOOK 26 OF RECORD EP. EDGE OF PAVEMENT 24 2 CALTRANS STANDARS. SEE SECTIONS '88' THRU 'CC' ON SHEET 5 FOR OF SURVEYS AT PAGE 123. H.N.A. HOT MIX ASPHALT VOSED INTERCONNECT I ITS\ 21 PAVEMENT SHALL. BE 0.60' A.C. PAVERS MR © COMPACTION SPEpFiCAnaY. © 60' MADE RIGHT OF THE PUBLIC FOR ROAD _. 4D0 AGGREGATE 8ASE•OVER'0.91Y COMPAC ONE PLANE GROSS SLOPE, MAINTAIN STANDARD PURPOSES. - _ - _ _ _ _ _ _ - _ .li g _ _ _ _ _ © ,O.G.' TO 95X'RELATIVE'0EN5T1: © SLOPE PER HD.M. Eev bW IN FUIURE`SIDEWALKURB' k'`GPfiTER Atm PAVEMENT. FUTURE MEDIAN CURB ,ANT UTILITY TRENCH a nEz EXISTING A.G DIKE TO BE REMOVED.is .....,.. _-_ ._ - - _ 0 360. _ _ _..__ __ __ _-� 360 360� - 360LS/PUELS(PUE LSUE'j _.r � Ob" ______--- F` -- 22+ao--------- - ---- --- ------_-----'----- zs•m�---.- � -n:w- 358------� �'-------¢--- -----: Q._ ��5,___.___, 359 3sa'-- e_. 66•._.�_.___-r .__,____._�_ BE,!g____.6s__,._-__ _. ------ -,. 356 356 - - 1 --= 356 356 IX E.P. „-- ..._ _.. _ , I ...- _ ,_�-___. _. _ * _4 R �IBACTt "_._. -. _ _ __ __-1______l � 356 - _- R=TRAL"f` .___. R'j/Wµ �T BOON _ .Y 41 � ACT BwNDARY I I - TRACT BOUNDARY i I j � I i 1 A�'1' BwND1RY �I I FUTURE CURB & GUTTER ''^ Q NOTA PART 354 - �----- - - -- --- -- 354 354 -- - - - - -- -- -- -- -._ ,_..-„ 354 354 r---..-- , �--57;x"- _v--`--- - - -- ',R AND SIDEWALK I _-_ i f 354 =__----=__- 19' 57.00' 35 - ----- -_ a0__9 - --' --- - .__..-'_._'s------352352' > I 2 3521- ----- -.- - ----'-�-`------- - 352 �'---- --- 352 r- -- - - -- - ti -'-_-+_-_;.35 52 •""' ' -Illcc� _ _ - 228. T7 SN I 221' 12 5. N' ( i t.' I EXISTING 350; ,� �. - , iXJG---__ _ _ ___ _ 350 350 - 1 -w EXISTING-__. __ j_ ___ 350 350:___ .. _Y. ! ..Ba)EYENr --{ 350 VI FN9fD ICU z u .. C./._PAVEIAENT I� FNL4E0 ICU i t PAVEMENT • 1� FNSED REMAIN VEST. TENT. TR. 5759 8 To EMAN _ TIL - �-- - \LL z PAO i Q TO REMAIN PPD UNIT 5i� 34e'\ 5 ! ICU 348 348 \� �w - t 348 348 --_ 4 -1346 6 346 IMAM . _. ._ _ _ _ -._._ .... 346 346 40 % .. -.. w _. PL ---• .346 346 MAX ,-; I-,' PLANE w- { 346 5 7 3 10 11 12 13 14 �R 15 16 17 1 ---'-- aar±�ArFIxowMAtF f APPRowMA>f 41 _ _'�' - A7E "'1m 344 __ . GRICINAL,ORWN2 344 344 _ 2 ,q: _ . _ _ _- _ _QRL4NAt„ QRQQND' 344 344 t ---2-_ y Li_ _. _, ___ 6 _ NO! 344 iii VVV (; TAFT HIGHWAY (STATE ROUTE VI- KER119� 342,-3 �P/ET.W_ _ _ _ __ 342 342 _� 3 _ EP _'LW' ---- --_ - _--` _ _-342 342 } - - EPTW1- - - i- - 342 NEW IS, DRAIN NEW 16' WATER ` NEW i6" WATER SEE SHEET 3 NEW 18' ^.RAM SEE THEFT 3 NEW 18 GRAIN SEE. SHEETS 2_&-3, ----- - SEE 91EE;s 2 & 3-__--_,.---- -_SHEETS 2 &- _T, _ - 25 FOOT X -SECTION 340 !NEW TO wa R -- --- - Sao Sao - 340 340;----' - 340 SEE SHEET 3 m (STA. 17+50.00 C.L. TO STA. 23+00.00 C.L.) i !____338 SCALE: t' = 50' HORI20NTAL 100 - ._ - -50 0 �__ _. 1338 338 -50 ... - o - _. ___-_SO _-___.___ 100 -100 338 338 -__ -50 0 50 100 i' = 5' VERTICAL 356 :---- -. .__-_--.. --_. __.._...._.._.__., _. _ _-__--- -.---,__._ ___ 356 356 T-- 354S.st` ; i - s6'0 •_. -- ---I 354 354 354 356 10' 74.91' 4S' fO' S8 9' i i 3 352�-- ----1 352 352 { - - - -" i 352 356 N.A.P. -� i d 5.06. 12'72. n.A.P'"__._ _ ( __- ._. 5' �1�p t 0 3 I --'� ioREA°AIw ! _ EXISTIdG.-. . 350 �_-_ -; � _. __alsi MET'T-_. a_--- __ p- . _ -_ __. _ i 350 354;-- : TO REMAin 35 50 = W = w -- -'=" 348 352 ----. � 346 - �..__ yAAPP.pp-�� . i....�_, 346 346 -- --- ; 346 3501- 1 - - FIRM 0XIM 23 MIN' ___ _._.EbRIgNAL•GRWN�s __I PLA1lE 0.RIGNA MATE 1__ I ATE 2 tAPPRDki PFO 344 _ A>-- - - e .. =344 34442% Max: -3' .PW, I GRWNPj 344 348- a'TM i-. --- Y ti --i L �. ., NEI% r 34221 : 342 342 - _. l: ._ I_... _ �..-._ _ _ -, 342 346 to MA -100 -50 0 50 100 -1l 2 SECTION -STA. 17+75.00 C.L 340 '--__ . L? 340 344 Y INVERT NEW 1O .ORAIN i ��✓SEE SECTION 8 ON SHEET 2 r 356 : - 69.4s' - _`'.� . -_.I 358 338-.__._._ ,_ _� U 50 --- 338 342 a -166 354 -3.as' NEW I( 354 SECTION - STA. 18+75.00 C.L 340 48. 3521 -. - I ----__i 352---- 1 I a 12' N.A.P. { 67.64' �w'_3___ I1 350;-__. .¢, r., --'z6--�-_-350 354'--i.ei',=T._-_.6s•-___._-.__._ _-.. __N.�.__.__,354 PAVEMENT SII i - sz64' w 348 • W; N To REMAIN 10'y 348 352 _. - .. .. -_r---- ----- _. •._. __..._.._.... __.__.._._; 352 360 2.26" j 346 350 ....__._,. - - v t 5 PnvEMNEiai I� 350 358. Y -; : 11 ,. r- // �`^" M'µ�APPROXI ATE ; �TO REMAIN O 344 „a:1 MAX. 344 349 - - Y 9W�'..--�-'-'+-_.. Irs -.a 349 356 .� NEW EP..\- (� 342 '34? 346 . - ^-- .. --A- 346 3541- -100 -50 0 50 100 ` 2 • ' PLANE APPROXIMATE ; 23 MIN.- x. _- GI . ORINAL. GROUNO'� 344 352 356,---__ T SECTION -STA. 18+00.00 C.L. 3564 4:1 MAILS 21 1 __:_.____;_!.__.__---,.---_--: L- 342 35O- 342 342 350 : 69 W 5500NEW PAD AD 354 +- 'b6 - - i 354 340 _ SEE SHEETS& 3 2 340 348 i- s.d q 4. a5' 352 (-_ -1 352 8 338 346 MO MA -50� 0 50 100 2 350 r � -� rPA�Tk4QIT -' '"-"--,35o SECTION -STA. 19+00.00 C.L 344i-' O RE MAN u 348, - fICU + i -i- :348 356. 342Ej-_ ' \ _. P -•�, 87.18'. 55 I 346 = - ____:346 354 340 SEE st PLANE APPROXIMATE TO' 57.18' 352 344 2MMt ..- - 0.RIGMAL,GROUFm; 344 352. 9 - 12 N,AP ,.._-- 141 MAX. 6 4 21 1 ,�� 245 S 338 �. 342 _ NE_i EP_, i. v ._ . _ `_ _._. - 342 350 'p - I EXISTING - - 350 r, PAVEMENT m -100 -50 0 50 100REMAIN � , • SECTION - STA. 18+25.00 C.L. 348 t _ ii i 345 350. ._.. -1- + 356 346 - -,_ - -. _,_;346 3581 - 68.55` 55.00 j2 dD PLANEAPPROXIMATE 1 354$ zss'- i-.,66•, _..___1_ ,354 344 2%MI__ .a _... .21 _ owgNu,..GRWdA, 344 3561 1 - '3' P/E.TW . 352 3. 9' 12' N.AP. '_._-�..} _ - 352 342 - -- 6 E -- - --', 342 3541 NEW 16' DRNN ; 350 ii� `r t EXISTING 1 - 350 340. -- -_ _ T .. S}E SHEETS 2 & i _i 340 352.__ = i ti PAVEMENT rj TO REMAIN ? 348 t -fi" w� w '" . +- F {- i Sa8 338 '-_ _._ " - --1. _.. _ - - 338 350' �. I{X I -100 -50 0 50 100 1 FAFAD - SELPRowMA E r 346 SECTION - STA. 19+25.00 C.L 3481 3441, MRF.` - - - - •- -_ ,QRIQ7Nf9,:.QR4<tdg 344 345 { 2% IM ki MAX 6 .21 _. 4.1 MA 342" NEW EP. k. _... .L_. �'`� y _ ! 342 344. -100 -50 0 50 100 r SECTION - STA. 18+50.00 O.L. SECTION - STA. 20+25.00 C.L SECTION - STA. 21+25.00 C.L. SECTION -STA 22+25.00 C.L ---.---.- 360 360 -- -- - - • - -- - -- 360 360 - -' - - - - - - - 360 360 .-----, - ---- 360 r -----'T------ , ; ------.... . LSfPUE i ! � I LS/PUE - __ - _ LS/PUE � 1 j LS{1PUE ( /.7---a6'-+----- I Y-= _ r - -- -------_ __' ---p -Q .__».. s6•_ -- �' - -- 55 - 358 358,- Y -k (Ti -._g6•. 358 --- 358 358 •- ss'- . �- 55' - 356 358 -TRACT 356 356. 1 - --TRACT � . 356 358 - I R 7RACi -' - -- --{---'} --•+- 358 356 -+ -1-R- 17RAcr; l_ _ 1. q - - j 356 - 1RAc,T BOUNDARY I I I - 1 ACT BCUNDARY I I (TRACT BOUNDARY i - AQf BCUNgARY i i __..354 354=- - .._.-._.___.. _____ _____ ... _�_____: 354 354'.354 354.-____ E- I- { t I E -- 1µ t 19' ! 57.00' { 1 i 9' 57.00' 1 9' 57 DO' i I 1 ` 1.9Y` 1Y N.A.P, i I -- +- - -- • --t-----t'-- -------352 352.----' -j --- - -- --- ------- ---- 352 352 - - ((- ... _ _.. { ; - - -__ .._,__-."'-----' 352 352 r----' j- - - - - - - -- --__-._ =352 �I 227,. 12 R ! I I 1 1� 221 N.M I (3 2.17' 1\ 2 1 ` -5' - 1 -- -; 350 350- ip { . b EXISTING- - • 350 350 • !� i 5 EXIS TNc - - ,-_ 350 350. �� - .2AYEMEIQ_ 350 -Ix - -Y-.-E%ISfMG ._ - - - u w' t 13 --.,' i3 AVEMENT ,�j�w TO -$MAW( ICU z _ PAVEMENT I 1 ICU z w TO REMAIN rc - �I�EO ICU z `TOR AI Ft D ^" zi 1 E 1 j { T -- 1 EM N 1 _ --'' 348 348- - - _-_ --- - - - -- ---' - =-- - 1,348 348''- ... .. w .- ____`. ----- 348 3'18 ---- - ---N ----- _.? - - ; 348 348 346-2%MIN- _ - _.. -- 346 348.23 MIN. _ __- _-a---- 346 346 28 MIN. p y 346 - - �"� - MI ---- -1 MA CAD P E IR MATE ' 2 PLANE"—APPROXIMATE 2 PLANE�APPROXIMATE 2 T - ` r1PPROXI TATE Gga� 344 344 = - - + - ---- - 1344 344 - - - - - -'_ ____21SNAL GROUND, 344 344 ..._.._ _ _j 1 _. ! PRI 344 OPoGNAL.GROU 3 `-� 21 AL GR NDi 3 .P./E.TW�.�.,.,, ---I -=- P./ET W. - - - S. EP./E.TW __ _ _' P./EiW, i .. .. - _- ND GIN OU ---j -j 342 342 s ' > - 342 342 - - B - `Sat 342 i - '---_ -- -I-- 342 18' DRAIN ' NEW I6' WATER I NEW 16 , WATER j NEW 18' DRAIN 1 WATER I 1 NE 16' WATER rffW 18' DRAIN SEE SHEET 3 NEW 18' DRAIN q.l 3 I (� , ISE SIEETS 2 & , 340 340 SEE SHEET 3, ��SEE SHEETS 2 & } _ .. i j 340 340: SEE SHEETS -2_& 3 - 1340 340 __.....ESfE,SHEETS 2 & - _.l 340 --i-- i 3 - _ - ._ .__ _ ____ _ _ _ _..i _i_-� 1 _-.- - -. 338 33866--- __ _ _ _-_ _._ . ' ._. _ _ __ 0 338 __ _ _ _ 0 338 ` -- ` - - :338 -90. 0 - 5� .._._,,_. 700 -7 -50 0 50 100 -100 -50 0 50 100 -100 -50 0 50 100 SECTION - STA. 19+50.00 C.L- SECTION - STA. 20+50.00 C.L. SECTION - STA. 21+50.00 C.L. SECTION - STA 22+50.00 C.L. -----------...�.____.T_ ----- � 360 360 -'- - - - - 360 360 - - - - - --------__ ' -- - --360 360: - - -- ---- T --- _--- ---- -- - 360 LS/PUE { 1 ( i ! LS(PUE LS/PUE -- LS UE .1 _. 358.--7: 1� ---r - sa --- -�----- 55'-- - _...---- -, 358 358 7. Q -- --s6°---- �- ' 358 358 7. k 66' . E ss, - -._J 358 -} -----{-- --' 356 356 :-- - - E - -- --= ---- -�- ---- ' 356 356 356 - - - - 1 -- --- - - --- - '1 - - 356 ss' IR TRACT R TRACT-, R'-'fRACTNeO -.7 `.. _ _ ! 1 R CT BOUNDARY � I 1 ACT BOUNDARY I I S (TRACT BwNDARY I y' i N �I A BOUN / Y '' 1 354 354 : - I- -r - - - --..-....... __ j _ _ ' 354 354 - l9' -' Sroo' --- �. _ _--_.-' 354 354 g S7.DD• I _ I ' 9 57.00' _I I 2.1' 12'1 M.A.P. 352 352 - __ • ._ - - - - - __ __- %352 352' ( Y NAP. L3 22Y I NAP. I 1 S j I J 7' �i - 5• } M EXISNG IL�3 _ E%ISRNG :-ty w_ Ta (" EXISTING 350 350 - - 1 f EXISTING , 1 ?350 350 - 1 w- / PAVEMENT - •350 350 • I Ix w P -j----_.._.__._. 350 1 PAVEMENT I� FINISHED IZ`i w __� PAVEMENT. FA981ED ICU z i w TO RFMAIN Rr iw z 1 j,j TO REMAIN j I� I 1� 1 �j W TO REMAIN _PAD 1 TO REMAIN PAD \ _ _,_ PAD __ - x _ _'y < 348 348 - -- I v : ICU 348 348 -- I - YA78 :ICU 348 348;--_ 4 Ix- .348 -1- _ -r 346 346-23___LAN __.:346 346 2X MIN _ _ - 346 346NIN••- 4.1 MAX. ',jL ,,.�. 4:1 MAX. -- PLANE�pp 4.1 M LD �, -COLD PLANET I- i . ' 1 PRO%(MATE - - _ ....PIAN APPROXIMATE _ , _ _. _ _ \\APPROXIMATE `APPROXIMATE E 2 2 2 OR.dNN,_GROUNDI 344 344 • - ___ ORIgNAL CRIXINO 344 344 .. - � 3 - 21 _ --, �gNA�ad1wN0 344 344 r- -�- 3 i �---�'��"'�CU�' 344 3 O P. .1 C ! .P./E.T.W. _ _... __. -` - EP./ETW.`-_._ u .-.__ __EP.JETW. I , - t- - -A - - -; 342 342 ,- - - - - - - - - - 342 342 . - - = -� 342 342 -- -7- - '342 NEW 16' WATER -NEW 18'1 WATER . i 18' BRAIN 340 340 NEW HE WATER NEW 18' DRAIN 340 340'SEE SHEET 3 NEW 18' DRAIN SEE SHEET 3 I NLVI 18' DRAIN WATER , ._. SHEIE 2 A r SEE SHEET 3 I SEE SHEETS 2 & 3 - _ _ . ��SEE STUFFS 2 & _ _..._ _ SNEEjS 2 & 3 T 3 - 4- _ (I�- - _ 340 1 L -! 340 338 338 --- -- - - - - -- . i 338 338- - . - .. ..: 338 338 } -- -- ` --- . 338 -50 0 50 100 100 -50 0 s0 100 -100 -50 0 50 100 -100 -50 0 50 100 SECTION - STA. 19+75.00 C.L.SECTION -STA. 20+75.00 C.L. SECTION - STA. 21+75.00 C.L. SECTION - STA. 22+75.00 C.L. -. rk 360 360 '- _. . .. .. .. ..... - 360 360 - - , 360 360 , . - -- .- . r - - , 360 LS/PUE j , , LS/PUE LS/PUE LS�UE ___„ _._ s6'-`• - -55' - .-.-. 358 356 _ r -k - - 66' --ss _._' ., 358 358 - y -e - __ - 66' . - - �- -- - - - :358 358 r' 7 k ----s6=1 _-_. _- ' 358 '356 355 1 _'TRACT 356 356 . - R -TRACT . - _._ -; 356 356: _I RI1w-mACt_ �.__.__f _ I _ _ ?356 /W� - ` i TRACT BOUNDARY I { I 1 R ACT BOUNDARY I 1 S -TRACT BOUNDARY i 1 A�.'( BOUNIIARY { 1 { 1354 354: ___ _ ...... _ .. _ _.; 354 354 - 9'-- .57.00' -- - - . 354 3541 9' • __57_OO__ _ _� 1 = 354 -9' 57.00' ly SJ.00' 1 _ 1 2.03'. 12' N.A.P I i 204. N.AP. 12' -NAP' 352 352 --- T 'S, --- - '352 352: .-. s'._ .: _ --I - - :352 227' { I l3 z24' - LLT i` PAVEMENT _ I EXISTING _ 1 , 5 EXISTING - - : 350 350 (Wil - hS pIXA EIMENT -' i 350 350 _ _ 1 I PAVEMENF . I. _ ,350 350 ` - fat w= 1" }'� PAVEMENT T IR 350 I z_ i PAVEMENT FiN9k0 I� TO REMAIN FAi91E0 ICU �w 1 (TO R -_MAIN ` i FNLaiO' i \ TO REMAIN - p ! 10 REMAIN PFD 1 _ PAO I� PAD i7 I I -i - - 348 348 - ( v 1345 348 I 1 v _ - . 4,�_ _ - _ _ 348 348 1� i . _ t 1w-- I - -1346 _ YYi 346 346:23 MM.,. _ _ TT - - :346 346 2% MIN. _, 346 346:23 MIN" P -{-- • 346 �.. V 'OlD PLANE�I 4-.1 MAX. -` \ _. 4:1 MAX. - �OO[D PLAlTE�•. __ 4.1 MA% ,�- P1PoROXIMAIE 2 - ._ PLANE \\MPROXiMATE 2 _ . _ APPROXIMATE • 2 ���111 _ , _ APPROXIMATE T._ ORIGINAL. GROUNDi 344 344 �- 3, P11GINAL GROUND' 344 344 - fl, 3 i >� ORIGINAL GROUND; 344 344 ` 3 { - -2t fi. QRICtlNAL{ GROUND- 344 21 21 1 t _-' 342 342' P. W. _ _ E.P./E.T.W. -------3426 P.%ET.W..,..__._ *. __. -,- ._ - NEW 16' WATER -,342 342 NEW WATER - 342 342 NEW 10 ATE% j • 342 1B. 18' BRAIN ( SEE NEW 18' DRAIN E SHEET 5 NEW 18' DRAIN .SEE SHEET 3 1 NEW 18' DRAINE,SHE-_-.-SEE-SR- - S 2 & 3- - - _ SEE SHEE3-2 &_3 __.____.__._ S€E SHEETS -2 do340 1340 340 SHEET 3 • 340 340 -" 340 340 -_-. ! 1 i 1 i -- ` -- L- j- - -'- -- -- 338 338' --- --- - - - ... ... _ , -. - 338 338 - - -- -- - - - -- 7 338 338. 3' ---. - . .. _ .. i 338 -50 0 50 100 -100 -50 0 50 100 -100 -50 --0 - �50 700 -100 -50 0 50 100 SECTION - STA. 20+00.00 Cl SECTION - STA. 21+00.00 C.L. SECTION - STA. 22+00.00 C.L. SECTION - STA. 23+00.00 C.L. Know whars below. Call before you dig. 7SS 0 O Z 11:1 <ZCh SON i= o x I- 0,ca0 W o OC Z�: < cod z wWa z Pubo W DO P Lo J �(A� ON H� N� t MM W R !. l • G ADDITIONAL CONSTRUCTION NOTES: ® co smLOT 6' M.N.A SHOULDER FROM NEW E T.W. EASEMENT LEGEW PROPOSED CONSTRUCT 'TYPE A2-6' CURB & GUTTER PER iF 5R SLOPE SEE SECTIONS 'AA' SHEET 5 FOR 'ZL1 \ AF / SEE SEPARATE LAN PROPOSED I 5 U M P O CALTRANS STANDARD PLAN F87A (CURRENT EDITION). O PLAN FOR E. DETAILS.WAIL -SEE SEPARATE WALL CALTRANNORIGH230F-WAY PER RECORD OF ET. EDGE OF TRAVEL WA i p CONSTRUCT 5.5' COMBINATION TYPE SIDEWAIR PER i 50 IN E.P.W EDGE OF PAVEMENT Y \� • INTERCGNNEC - ----------------- O CALTRANS STANDARSVETS AT PAGE BOOK 28 O' RECORD H.M.A.HOT NUC ASPHALT • _ y CONDUITS -- t- ------- - PAVEMENT 80' A PAYING26 TONS '8B' 1HRU 'CC' 0.4 SHEEP 5 POR G 123.___��..�A1 •... r TRACT BOUNDARY _ Lf' -_ 21 1.00' AGGREGATE BASE OVER DW COM ACTED © RON SPEgFlCARON• AINTAIN STANDARD © SURVEY RIGHT OF THE PUBLIC FOR ROAD W{F�`V`R SEE SEC COMPAC _ - _ - -�• ONE PLANE CROSS SLOPE, M R 'TNM>: EX LOPE PER H.D.M. RM PROPOSED JOINT ADDITIONAL RIGHT -Cf -WAY p o FUTURE SIDEWALK, CURB & GUTTER AND PAVEMENT. O FUTURE MEDIAN CURB -.' 2 um a 1C tW.w (U1 � BENCH X. RAY DEDICATION BY SEPARATE w Q EXISTING A.C. DINE TO BE REMOVED. _ -•,moa ^ SANIXIT UNE�� 1 0 0�u -" - 360 - - - - - - - - 360 360 -. _. - - : 360 360 - - - - - - - - 0 SAWq)T UNE _ _ E, __ _._.. _. L5�PUE LS/LSYPUE I _^_!________..�_.___-___________ _ _"____ _ _ _____ -1' _ �E - S6' 356 358 K - --._ i__.. -+-__�Y�cO_. _:µ_ _ _'=v1��__ 358 _._j• ._66•_-`_ T 66•_ -.-3D'_....-_ _: _x358356._.T.J2.__. i._ -s6'., .�-....-jG'..__+_-. __--__35 ________.______.-.____. _____-_________.____ .-._.__.....1:_. _-____1u.__.__--_.i;__..-.._.__..c:_...__ -_____ 356•___ __i _iR-/+IriRACT ' 356 356 � TRACT DA __ - NOT A PART -- -- RF -- ----- `I n N RY ---- -- 356 a - -- - -- - -- - - S. -' --` --- 354 354 . - --- ` -j 354 354 --;- _ eamoAlR _ /w:�TRACT ACT Y TRACT BOON 9 57' 7 ___._ __ _ _.._ _ _ _ __ . _ --. 354 (m (NiMiE) EX. R/W �IX. R/W ' 1 12' N.A.P. NAP. +. ` i 24' NAP. ` 1- _- _-- 90302 _ (FU>V I 1.75', BOB. 72-�'--�... i �I �.. 352 352 ---- - - - ---- -- ---------352 352-- ----- 52 - - ---- -- -- --- -352 5 I PAVEMENT } � i - M' 350 - ix z t - -TO R61A7N- ' ; - 350 350, �p w - pasnnc - I -f 350 350 -EXISTING ! - - 350 m fWIBffD: I•+ " z 1 © 1+I �PAVEIAENT 13 ! -'14- PAVEMENT i IP, glW VEST. TENT. TR. 5759 � PAD � 2i ES -�� � � Iw To.REMNN ! Y1 � TO REMAIN ; I h UNIT 5 348 = _ ,_ - - _ . _. _ 348 348 _. -. _ lot-_ t--_-� 348 348 _-___, _ _ _ �� `. .. - _------ 348 yt +,a w , w -c«u - a 1 5 15 1 7 1 3 21 2 2 23 ? 348 PLANE - 346 346 z . ;__.. =q- E- , , ------I 346 346 - - - -i--- 346 LA -- N�ME d Z5 I 25 7] 344 3' 21 APPROXIMATE APPROXIMATE _ _ APPROXIMATE t ; __._.� ...._ .._ .k. _. _. 1GiNAl, GROUND 3' 2.1 _._ WUN t DRIGINALLGROUNDI - n 3 PLANE t XiNAL_GROUNO 344 (� J - - r� 344 344 � - 344 344' 342"- 1 -• t - TAFT HIGHWAY (STATE ROUTE VI-KER119�� P.�E.rw. ----- - ' 342 342 I' 6 P.JELwI+----------- --�----:342 342`---- -`I ----t ./E.iw.,---- -'-- - ' - 2 , 34 NEW 16` WATER - - NEW 16` WATER I ` NEW 18` WATER SEE SHEET 3 NEW t8• I}RPJN SEE SHEET 3 ' SEE SHEET 3 £ 25 FOOT X -SECTION z -g- - - - --- -- t 340 ----!---- -- --- - 340 340 - - : , 340 340 (STA. 23+00.00 C.L. TO STA. 28+25.00 C.L.) 33e--- - -- 338 33e 33e SCALE: 1" = 50 HORIZONTAL -100 -50 0 50 100 -100 -50 0 50 100 -iW -50 0 50 100 1' = 5' VERTICAL SECTION - STA 25+50 00 C L 360 ----- �- 360 360 ---- _-_._.___- - _-___._7 360 360 ,-----r--- ---- 360 360 ---•_--- - -----` ---------------------- -- 360 360 ---- ECTION ------ T -------- '- - - -- 380 360-- --- SECTION - STA�27+ 00 C.L. 360 Q 5 • LS(PUE i- i I -1 LS/PUE - LSI/PUE -�- W LS/PUE ' lS/PUE 7 } S/1PUE - i �- j m 3581 358 358 ,._ Y -e .-;-86=----._ - `-{ 358 3581 7 .G --I-65 ' s= --i- -r-- 358 358 - 7. -66' -'--- -- - - - ___ - 358 358 -7• R 66' Q . -- 30' - - re - _ 8 3 --,-fiats 35g �I ^� - � � - I ' 35 58 . 6 81-•0 I 3567- 1-RyW�TRACT ` T--'-.-- 1356 356 - --1 Tr TRacr__.�__1 --. - 356 356 '- I >--. _-, 356 - T R{W.TRAer. _. f - - - - +356 356 I R�•W TRACT-' - --s 356 356 5 ACT BOUNDARY 1 TRAGI BOUNDARY I ACT BOVNOpRY - I TRACE BOUNDMY 112 + 1 57.081' - - 354 354' 9- f _ _ k 9• 57.00 ACT BOU DT1RY 1 i TRAGI BOUNDARY aF b N {I - T :_ '- 7. _ _ I .' - - 4 -- s7oo' ... -.--354 354 - ---- _- - - -- - --- 354 - - '^_- 3 s.i0' _ �__ _ 4 �t -- - -.- - � 35 354 t � .354 - s'- - _ { ! 1 I : i9 72'1 RM I I I 17 NAP. _ . _4. _--. _. _ I -� . -{ .t -I- �--j " I j 201' 12' NAP. ; I ! 1 1.78• 12'- NAP, i i ; i 1.84'4 5, 1 7.78' I 7 24` MA.P.: i X24' 1 NAP.: I 3521_----. - --- -�--�-- 5`-�----'---'_{---` ;352 352 ---- - s---= -- 2 __ I - 2 3 - --- - -- '- 2 352 I ! 2 I-sz �i Ih a w oas'oHc ? t--- 35 - ------------ ---- - -- -. -t-t----t----I 35 352 352 _ �v I I '- ; w EXISTNC 13 PAVEMENT I ' . �. ' ._t..._ _ I I I 1 35 352 ; 52 (i -, 35 PAAEMENr- �_�_---1 -ix x - TU REMAIN I b �- T I nNc - --- --- - - e.:- ro REMAN - w 1 350 350: -- -- 350 350..____. EueNT...... 350 350 -_ 3 ° 3 __. 1 s7 NG. { ._. _.. _t..___,0 '350: _ ._} _I� 350 'PAM Ep F7119ED iw 2$ MIN.. ttEMAIN _ }r. 1 TO REMNN Iw i 3 P ENT : I; bt w PAVEMENT I; '4:1 MA _� r k Op Um� V �'p� IL T(>'RENAIN' I s TO;REMAN _ N} -1X \ w _� .l 348: rA0 � N �,� - ��-�1--- 348 348 ,- 11; -- - ' --\ _•-�� __---; 348 348 =- _ , - . ---- -� 348 348 �'---- Iw M - L --- - - --- - - - / � -_ - -1 -- - - � z .348 348 - _ g µk, � �t I 2 � _ a� _ 348 48 3461.2% MIN - _..} RAN -__;.__._._;___.__ 346 346. -- - -L---= 346 346 ;- 2 -- ' - - - ---i-- --1- 346 346 - -- - GOLD PLANE - - _ -. - 346 346 -- 2 - _ i ia:t MA) k ,TRXCT➢I)F �- -r r -crX`p i--�-- -y- 346 346 --- , P ----�'- 346 I APPROXIMATE 3' 21 APPROXIMATE 3• PROXIMATE APPROXIMA-E PLANE APPROXIMATE I APPROXIMATE -2 3'.k._, 21 $ _ ORDINAL _ k __,__-�..- _. E _ ... _._ _- ,.GROUNU� _. a21 .__. _,_..- _._ORlgNAL, CROUyD, 344 344 3 _ _._ _.�.L....._._{?61GINAL7GROklDI ORIGINAL GRWNOt -1\`'-`^J I y_ ,_. . - -- - - s° - - 344 344'- -- , 344 EP./ELWI P./E.T.W. .i I ./FEW ! - ./F Tx - , I r s 342 G ---. - -_-t--..-I-.---:---=-- +,- ND 342 342-IgyAL, WOUND; 342 342 - RItlNAL 342 342 __ __ . ._._- - 342 342 -1 a EP./ET.W Y __�_ 342 342 - P./E.tW! �J -1342 344 344 - i- -1� 344 344' P _ 'NEW le WATER NEW 78' GRAIN t I !NEW 16 t WATER NEW 18' DRAIN t `NEW 18 � WATER 3 NEW 18' DRAIN i ~ ,NEW 16' WATER ' NEW 18' GRAIN j _... NEW 16' WATER : �! - i :SEE SHEET 3 ;SEE SHEET 3 .SEE SIP 3 �- .SEE SHEET 3 SEE SHEET 3 NEW 16 WATER - i SEE. EE15 2_&_ SHEE 2 & SEE SHEE 2 & 8FF SHEETS 2--& -- 4- - 340 340;___.._ -- ---. - -= 340 340: --1- - EE - --- 40 - - __. __ _._ - 3 -- ---- --- ` ._ - `- -' - 340 -----'-- = 3 340 L -. -- 340 340 _.__ --; 340 340-z k -i-+--- --; 340 E - -` 338'---1---- -------`----'338338`----"--`-`----t----` --_.,.._--'.- ----'338338 ,-_-'---'-- --'-` ---`---- 338338------'----- ------'------------- -- -- 338338 -------=- - .:_.-___'.---`_ ..._._._.__.;338338:__;-��--.`- -- 338 I -- -' 100 -50 0 50 100 100 -50 0 50 100 -i -50 0 50 100 -100 -50 0 50 100 -100 -50 0 50- 100 -100 -5D 0 50-100 SECTION - STA- 23+25.00 C.L. SECTION - STA. 24+00.00 C.L. SECTION - STA. 24+75.00 C.L. SECTION - STA. 25+75.00 C.L SECTION - STA. 26+75.00 C.L. SECTION - STA. 27+75.00 C.L. 360--`-r'----_'----'----_._-__. .....- _,_..._ 360 360;-. __7._--------�---- ---- . �_.. "--386-388----1---'---- -- ---------- -- ----_ -360 360 - 360 360 _----- - -- ---. ._---- -- -----,360 360 ------ 360 LS/PUE 55 i ( 358 358LS66. i . - 155'- -- _ t -- a 356 356 }. �L'--��U--66-..;•. - t. -.:358 3$a LS/PUE LSJPUE i LS%PUE ! I I - 358 7, C 66' _ 7- _Q 1 T . -. y C 4 . 30' 358 358 7, VPUE 358 3 p --- 358 5 : Ii - - 66' 66' �`r-'_' SB - 636-•{- , 356:i R 'LRTACT , - 1- ._.. 356 356 r I R -TRACT ' :- 358 356: 1 1 R TRACT-` k'- ' '-} '-- '356 356 i .__. ___ _ _ _ -_ - 356 356 1 - I `-88.841- /W- yyyypp ---T R//WW-TRAGI" 'r 1R TRACT - T - - i • 356 356 x//WW TRAcr - -!----+356 I 1 GIT BC/RROARY i ' i TRACT BOUNDARY t i j t iRACt BOUNDARY ACT BOUNDARY 1 TRACT BOUNDARY --� - 1f1AGT BOVNDARY 41 354 _ 4._ _ 9' i 5 00' I ' t 354 i 9' __ 57.00' _ _ _ ___.i _ _ __ - ' --- .- 3y} IT_ _. A 1___5z __ _-__(... _-._? .._-_,__ -354 354 r-. 3..- _ , ,. __ _ .. _.___ ___..- _._ 354 354 -__ _ s'_ _. s7.tq'_ _ .._. 1 .. 1- _..._... _._., .6�' i 1.75' 12' N.M. I 1 I 171 I I 1.7YJ._ 72' RAP. i I I7 354 354'- ..- 1 - --57.00' ___ _ P - i 354 9'-�- StDO'�-'I•----- - (' -----T-----:354 354-- '� C i 7.81" I I t� 1 24' RM.-,--- -� i za' I i -----j------' 352:-__...} .- J. _,____ S' 352 352!._____, .1h�..._-._ _ 5-asilNc _ _.__,-____,352 352 t-_- _ ___ ___-1t__- _+______--1352 3--_ _ .__._ __ .__352 352 - tr _i __! _..___i 352 352;____ _ ...�___.7'.-__-_-352 PAVEMENT �I EMS 1143 t3 ` EXISTING I„'' 0.2 _ ..1x 1 �" - -TO REMAIN. _._I-__ �_ _-_� _; _ ( . _ : 1� 3. - --I PAVEMENT I _ i� ES11N& .t.) , R -}� .. _ 52 Ex 4 tf rnvEMERr r 1 350 350 _ 1 , 350 350 '1f w T - - ro N - I - - . 350 350:__ Ix 1 '� TD REMaIN 350 350 w 1 I- --_+---� 350 3 ! _�� �' - - __-t 350 -1 Iw JJ TO REMAIN 2R MIN.. V 1 f FINISHED 1 (/ a W < 7p w N ` 1 V 1 t 4:1 MA% 2i - V Iw �1 Iw z.1 T EMAN `u z;1 TOREMAN I 348: - - - l - - 1348 348 �.- -. _- _. 348 348 � ' - l 348 348 =-----2X v 1_ _ l� - -- 348 348 - 2t - 1 S _ _ _ _ , �� j .,.. I _ .. ---i -�-1:. _ -'�tL Zj- + _ 348 348 v �- �---- 348 2 " PLANE . _ _ 4 - 346! 2R MIN,' EDLO Plq',NE . - :348 346 - - ._... _� _ __t _ _ : 346 346 -- - Pt 346 346 2 ;. ._ _ _ g_pLANE _ ...__ . - 4.f MA IIMLT SDE - C .+ t-._.._' - -- 346 346 ,j?,RROAXLVATE _ _ ., _ __. 2 ! -APPROXIMATE I - 3' 21 APPROXIMATE t APPROXIMATE ! `, �APPROXIMAIE COED PLANE" N �2 � k COLD APPROXI�- 344j-__ - �._ L.___QNANAL.GRWND5344 344}.- -_. _. .; ,__,._ _OFBGWPI, GROUND: 344 3441 3 -. _- __ .__-.GRBGINAI�C{RO{[NNR; _.. 3 21 __ ._ ORIGRRAL, GROUND PLANE MATE L GROu 0 `346 346 346 EP./ET.w.:P./E.T.w. I ( P.344 /ELW'I .. _.. 344 344 a- P./ET.w-. __-- 344 344 3' • 2fi ._ _ ;-_-`- 344 344.. - -_-_ _WN 342 -- -E _ . _ _+ _. _ �_ _. _ �_ _ ___ _._. 342 342 -- --- _ _._ . -. _ ._ .. f - , 342 342 -.} t- r____:___. �i - _ p-__.. 342 342. ..342 342 E.P./E rw 1" --- ;..---! 342 342 --- V./E.LW t - ! D 342 O NEW /8°I WATER t :NEW 16' WATER • INEW 161 WATER NEW 76� WATER -I ORIGIN�1 •SEE SH T 3 t&W 18' DRAIN ;BEE SHEET 3 I NEW 18' GRAIN SEE SH 3'W 1g OR:JFI SEE SHEET 3 NEW 18' DRAIN NEW 16' 1 N SFE SHEETS 2 & I� SEE SHEETS 2 & 1 E€T $EE SHE 2 &-3 SEE SHEETS 2-& S _ 340 r- ,, y/- 4.. ._ --.340 340 " -- ` 1+ 4 -' . 340 340 ± -_ t`._`_-�- �:�- 6L5 - - -'- :340 340 - ` - - '- . - --._. 340 340 SEE sHEEr a . - - - - - - }-- - 1 340 340: -. _ '• ,1 --- r --- 340 O 'F' ii i, i .. _ __. �... ..._.-._..__._ __....___. _:. .-.._-. t .. _ _ 338 , _. _,_ - . _ ± -- - 338 338 -"' I - -'- - '}- 338 338 1 -! _ __ ` :--_ 1338 338 - - - -- - - - - - - .. 338 338 - - - - . - ---' 336 338' -- -`k • --.i- - __ 338 co '7= N b WA SHEET 3 -100 -50 0 50 100 -100 -50 0 50 100 -100 -50 0 50 100 -100 -50 0 50 100 -100 -50 0 50 I 100 -100 1 -50 0 50 100 w ¢ W Q SECTION - STA. 23+50.00 C.L. SECTION - STA. 24+25.00 C.L. SECTION - STA. 25+00.00 C.L SECTION - STA. 26+00.00 C.L. SECTION - STA 27+00.00 C.L. SECTION - STA. 28+00.00 C.L. 2 (� j T T' -- -T-- ------ -- �..-_._.__..__-,.__--.-,-..._-,_--" 360 360 360 360 -- - � - - - - - - - � � 360 - - � - - - --- --`- --. _, -, 360 360----�-.-__- - � � F -- ----- N -I- _'t_'�' ---'-- r-----� 360 (. _.__- LS/PUE -._ --._. I ` - ...._ _.-.' DBGAPI G - 1 L5/pUE i I Li/PUE lS/PUE i LS(PUE _ O O 360 -- - - 360 360 ��"" r 358 r R ss' ; -- +Ss 358 358 --- Y .-- 66' __.___4.. _ _' •5v' __-.358 358, '--66 _ -- .-.,55 -- - - - 358 3587 6 .w' - - -358 358 - 7.- C - 66 ----_ -,sD� --; 358 358 -._6 - _ - e7ao:-. -_ -.._ m Jt' ! . -fr�CIR t AC78WNDARY iftA_ I 356 25-4 J 356 -- 1 +- r -. { 356 356 --- - 1 I - i a ' 3 -� - r�/w -- - �' __ _ i M- - _ U I 1 R-TRAGr"- I R TRACT . d .. .._. _ 356 356 4- e Nql DART + 1 - y 356 356. IRArT ewiiiawv - 356 356 ---' 356 356 - ;356 < [- CT BOUNDARY I i I ACT BOUNDARY TRnt I 1R I I Ct BWNdpRY I Lu O 8' 57.00' 5].00' 354 T- a--:--. szaa'--_ _ .+--.-1 -.--- - 354 354 _ - _ _ _ _ . 354 354 G- -t - _. -.F. F ___; 354 354 . - _ _ _-. 354 354 - 9' . �As7. ' -- - �,.,-_,,.. ,. _ _,___._ } 354 354 - - ' 1d...__ Sz,bD'___ _ _ . 1_ _ __ :354 Z � W O I - I 171 RAP. T I k i 12 RM. ! �I 1 12'1 NAP. ' I 1 : 1 1 1. 12'1 NAP - I 1.80' 5.1.76'' S. 1 1 2.70' 24' RM.. ; 1 1 24' 1 NAP. I W O 352;-T __._.� _ _- ._ -. _ ___ __ . ___ _._______ ____. ___._ __ _ __ -. i _ - O ___...___. 352 352 -____.._ ,_ --_ 352 352{- ---; --:352 352'_____: _.352 352 1'-2 w TING I ; �' EXISTING {; 1 0.45 -tT"". _.._. ---'-T---_•352 352 _-"I _f---Q,gj•.."-i._..__- _ _. _, -352 J W o i i I I 1 G. NG ' !10-....�.. [z 0. hhh w EXISTING -_ _ w=. PAVEMENT I Wi i x I PAVEMENT 1� ; 1- PAVEMENT __...__ . i= _ _ _ _ 0 3rd 1 N N 350 --.._� h _1 ,_'.' .-`F T(�-.A �_-_.__._�_.___. 350 350- - '-t (�-/+, - TPA -.ENT REMAIN ---------.-+350 3504!( j r --ro-rs€FnalN------~---1350 350 L----- ---'350 350 --- :3-- l-- RaMEMENr--_L--_ ---_1 -_ , Ip i ExirnNc +I FNBFED! Iw _jj TO REkARi 1 Ix `; .,�I I t Iw I iw z t TO REMAIN -Ix i 1 be - ' -- - P MENi"j '" M. N _PAD � I__.._.� �MI� � I (\ � � kiPpS�FPD � � � 1 ��TO PEMAIN I �TO�REMAIN �-:. O l lw a 346 _.. - _._ {{ _ .- - . lW 348 348 _ - Y w `• __ lit 3 ..._. 348 348 _. ' ' 1 pR S -=..r' i _ _- i 346 346.. - - - - -__ ---'-i 346 34t�- �- .: - PLANE -; 346 346 L 2 ,'-.-:-1-... _, P - , 346 346 -1 } 346 348 "- % 348 348 - 348 348 _ VALIs .4.7 MAK .. r .._ i 0 _ _. ___ ____- ._. __ g._ _ .. 348 346 OCd PLANE-- ._ _ ._.I.____-, _ _ ._ _..�-'_r_ -; 346 2R MIR FLA _ _ }4` - 2 3' 21 MPROXIMATE 3' 21 'APPROXIMATE i a. m. APPROXIMATE \APPPDXIMATE �APPRDXIMATE 1 Z : C NE I \APPROXIMATE 344 344,__.._.. .-...__._..,.._._._L_.__-ORIGINAL GROUND3" 34._ _ i ONIGINAL; GROUNUi 344 344 t-�3 3' 21 - ORIGINAL, GROUND 344 344 - 3' p1 �___.__,___...RIGMA.L_CRWND• _- -_ORIGINAL GRWNQj - ' .-'t'-.__. - _ _ - 1. - _ 344 P./E.Tx! i P.XT.W t I _ i. _ _ _ . .. P. T.W. ____. , 342 342 --_� ,- - _ __ ._ _ __._..._ 342 342 : - 4 - - - i, 342 3421 __ � - _ - . _ ... -_ - .._ . ,....... 342 342 �1 'F -._ � /E. _ _ _ _ . _ - _ � - � _-" ! LL f III 342 342 + 13 P./ETw.* 342 NEW 16' WATER 'NEW 1fi WATER ! NEW 78" WATER ! NEW ib' WATER NEW tIER SEE SHEET 3 NEW 18' DRAIN SEE SHEET 3 FEW 18 DRAIN j$EE $HEFT 3 4 NEW i6" DRAIN NEW 76' WATER . NEW 18' DRAW SEE SHEET 3 • SEE SHEET 3 SEE SH 2,& 3 , SEE SHEETS 2 & 4. __�__ SEE SHEETS 2 & } SEE SHEETS 2 &.3 _._,..._ _.r 340 = _- - *- r' , .' 340 340 _- _ _ ...__ 340 340 -- - - - - 340 340 SEE- 6HFEF 3 - - - - . 340 340 t ___ - .._ �._.,._ -. _ __- ?- 340 338 -- - - i - .378 338 `___._.. _ _._. _. _ _..._. ...- _ _-_ 338 338'---•__� 336 338 •-- --'- -- - - - - - " - -- - 338 338 - - __-_ ... _ . _ . -._, 338 338 ` _ _- -_ -__ _ - - _ - 338 -100 -50 0 50 100 -100 -50 0 50 100 -100 -50 0 50 100 -100 -50 0 50 100 -100 -50 0 50 100 -100 -50 0 50 100 W SECTION - STA. 23+75.00 C.L.SECTION - STA. 25+25.00 C.L SECTION - STA. 26+25.00 C.L.SECTION - STA. 27+25.00 C.L SECTION - STA. 28+25.00 C.L. /► R SECTION -STA. 24+50.00 C.L. /./. C d call befOf2 you dig. LLO 11 7. SUMP PROJECT BOUNDARY I: �Ek CURB & GUTS AND 0 _ 9+61.33, 69.94LT. TAFT HWY FSTREET Pll"` DRAIN EX E.P. SHEET 3 _ _ _ - -- _.,._ __ _EX. EP. ___.___..._ d R r SAWCUT UNE U�TIUTY TRENgR� _______________ NOTA PART EX R _ (90.30) �NRE CURB & GUTTER VEST. TENT. TR. 6759 UNIT 5 g) K . w 20 21 22 23 24 25 +'� 25 27 28 29 RIF- v N�Q TAFT HIGHWAY (STATE ROUTE VI-KER119) 25 FOOT X—SECTION (STA. 28+25.00 C.L. TO STA. 29+81.33 C.L.) SCALE: i' = 50' HORIZONTAL T' = 5' VERTICAL ADDITIONAL CONSTRUCTION NOTES: 'TYPE A2-6' CURB & GUTTER PER OCONSTRUCT CALTRANS STANDARD PLAN A07A (CURRENT EDITION). OCONSTRUCT 2 5.5' COMBMATION TYPE SDEWAU( PER CALTRANS STANDARS. 2i PAV704ENT SHALL BE 0.60' A.C. PAVING OVER KOO AGGREGATE BASE OVER 0.90' COMPACTED O.C. TO 95% RELATIVE DENSITY FUTURE SIDEWALK. CURB & GUTTER AND PAVEMENT. QEXISTING A.C. DIKE TO BE REMOVED. 6'KM A. SHOULDER FROM NEW E.T.W. ®CONSTRUCT O 5% SLOPE SEE SECTIONS 'AA' SHEET 5 FOR SPECIFICATI . BLOCK WALL - SEE SEPARATE WALL ©PROPOSED 5 PLAN FOR DETAILS SHEET 5 FOR. SEE SECTIONS '88" TH26 COMPACTOR SPECIFI ATTI(XICC' ©ONE PLANE CROSS SLOPE, MAINTAIN STANDARD ® SLOPE PER H.D.M FUTURE MEDIAN CURB EASEMENTLEGEND: LEGEND: CALTRANS RIGHT-OF-WAY PER RECORD OF E.T.N. EDGE OF TRAVEL WAY © SURVEY NO. 3123 IN BOOK 26 OF RECORD EP. EDGE OF PAVEMENT OF SURVEYS AT PAGE 123. H.M.A. HOT MIX ASPHALT ® 60' WIDE RIGHT OF THE PUSUC FOR ROAD PURPOSES. -LS/PUE LSpPUE i LSAPUE 358---(r--'--1356 358 —356356 !-- - A--_1TRAe o-- �---' -�--a 356 356, -- i-R-mxc'r-1-- -- -- - ---I 356 1 { TR OT 8OUNDARY - ( < 1 1 4 CT BOU �RV Iit I �TRACTj BOIINDA�tY I 354 354 1D• 59 9T=— _�: -- 354 354 10----59.x4- _-- __- --:354 1 24' I NAP. 1 ': 24' N.A.P. •_.-��.. L 1 2 N.AP. _._�._.."' _ 352,____-_. t�"-' 1i .______...=I -'--;---352 352:_._. - i2es _' _—_-+�'�._._ ___, 352.----- --40-✓ ._'- -- -----'�-- --"--`352 ._-• 1_� i,i LL��,, ___ : ixrc . _ 'vwX EXISTING --_ _-_ 350 35 EI O STING 1 350 Ea30 350-350 roNEXISTING I 348 348 34g 3q634gR�TY NS — RX -NT 348 =_T 346;-� y -'----+- --�-----346 346 - - - --I----i 346 3+16' - - -- -{ 346 i - GDLP t ROXIMATE i I <_. COLD-APPROXINIATE -COLO ' \' APPROXIMATE ' ,ANE ORIGINAL GRQUND; I 2' PLANE ORIq- 'GROUND' _ PLPNE I pRIGINAL, Cl2WND: 344 -- -T- - - - --r- - 344 344' - - - ---+ fit- 344 344 j - 2 - - a 344 3 t 3 342 - P./E.T.w.•- 342 342=--.342 3421-- P. .rw _"_�`.t.�y. —;342 NEW 16" WATER - ANEW i6'WATER t NEW 16` WAiPR I 340 sEE--sHEEx a-"-*----"-'-_"�. 340 3405EE-Sti---_,_---`-----i-----'-- 340 340'sEE-sN€eT-- --- "- - --- ----i 340 r" i -------0. —50--- 100338 338----'"----00 _50 -----0-- �-"--` 100338 33800 -50 0 50 100 SECTION - STA. 28+50.00 C.L SECTION - STA. 29+25.00 C.L SEC110N - STA, 29+81.33 C.L. 360360 Ls/Pue LS%PUE e I"R" �TRACt_... __.._.-..,..._.__... ...- i. -._._a FR CT BOUNDARY - __-_� 356 356 '_..; .- .,�•..__,._..__Y-__'-.'� 53586,... -e. -e -I 358 3% _-'_'__"_-i 356 TRACT AOT IOUNDARY - I 351 ___ _ _ tD-___..�•__._-_-_.�_._ 354 354_._.___ 1R��___._._ .__"_ _---- _ ____-� 354 1 ' 24' N.A.P. I I I 24' 1 NAP. 352 �----- - ` -- - --µ 352 352: ---- - ----__ _ _ -.._. .._. __t_.____�._.._.-fi 352 "� i) �ro EMf � 350:---_ w_.. ` - ! w aPA ENT i 350RAIN -/- EXISTING ¢ 350 350! w TO REMAIN I let st X a PAVEMENY� . 348 1348 348 j 346'-s--- -- --- TWE - ---->--"-?346 346. .-.. I --`-- i --I1W s 2 , COLD APPROXIMATE j 2 . �COID APPROXI&TE 344.__._- _ _3. _ pR_IfANAI.. IyiWN4' 344 344 __ _.. _._ __ _T._ ___p1,ANE1- - _ ORiGINa., GRauNO} 344 3' 21 t I 342---- --`- -- - ' P./ET.W.1---'----- - -- --' 342 342 -- "-- - - -` -- -- `---"-1 342 NEW 16WATER INE W 16` SEE SHEET 3 SEE SHEET 1 ! 1 340 _ --_� ___.�---.-_��"----`----------"'------- --' 340 340. - - '____t'__-`- _. - ""--. --� -- --� 340 338 - - -------=----`---"'"--`---- 338 338 - - -=---1--" "--- ` _. `__ , _„ _-'. _.__! 338 -100 -50 0 50 100 -100 -50 0 50 100 SECTION - STA. 28+75.00 C.L. SECTION - STA. 29+50.00 C.L 360. - ___- 360 360---""-----` _-"-"-'-------------"---`T-`---.360 LS UE 356 !__ 6' � Or BOUNDARY �. __._'_ _. _.' 358 358 ___ .._ I I i 356 - - - .. - �,_ .." ._ 358 356 1 7_R. TRACT `RY - t AL -50.4V _-_.._-.-_r--_'354 354'..—.. 24' 1 N.A.P. I 352 2.01`-- 1%--- ,352 352`- "-- I'----�"—"! I I ! I W EXISTING PAVEMENT-»..(.-'.._ "__ __y 350 350 ---- ._ CTO. i Iw 2Q�` TO REMAIN 348 348 :_- 2; PLANE 346 -a -- "--- - -'--_-_ - - - - -' 346 34& 2 COLD ''APPROXIMATE ' v� 344;_.__._.3, - 1____ IQNAI�GSa-1No 344 344 - 1 ! 342- -- P. T.W._ _ 342 342 �._ - NEW 16` WATER INEW It :SEE SHEET 3 _____.__ __L_.__ ' `SEE SH 340 -_ - --- - 340 340 1--- i 338 Q�- 50 - "- ---'"-- - -�----� 338 338 ---- 0 50 00 00 SECTION - STA. 29+00.00 C.L -IS�PUE i I a4TRA 7BWND'ARY I I t _.._L_-___;354 24',+NAP. I _ , �._._. !._._.� 352 c ry t (----.--, I , 350 i ro �PMTi z REMAIN:EN _AVE348 346 COLDI. APPROXIMATE PLANE DRICINAL;GROUND! 344 3 21 I ITS 6 P./ELW. • 3 1 --�_.'-_`----__.___,----y"-------`----4 340 - -_•___ ,,.-- T 338 -50 ..0.._ 50 100 SECTION - STA. 29+75.00 C.L. Poo"-(��j� O Im /!f L z ( I � s Know where below. Call before you dig. vu