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HomeMy WebLinkAbout5.1-11894 RevA.C. PAVING TESTING, NOTES: STANDARD NOTES SP7- 39.01 1. ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE TOTAL REQUIREMENTS AND SPECIFICATIONS OF THE CITY OF BAKERSFIELD. 7 -1. ASPHALT CONCRETE (TYPE 'A'). ASPHALT CONCRETE SHALL BE TYPE A (MODIFIED) FOR ALL 1125 ARTERIAL AND COLLECTOR STREETS AND TYPE B (MODIFIED) FOR LOCAL STREETS AND SHALL CONFORM TO THE 2. THE FOLLOWING CITY OF BAKERSFIELD STANDARDS SHALL BE PROVISIONS IN SECTION 39, ASPHALT CONCRETE, OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL CONSIDERED PART OF THESE PLANS: ST -6, ST -9, ST -10, ST -11, ST -13. ST D-18 PROVISIONS. -22 2605 3. PAVING FOR HIGHLAND KNOLLS DRIVE SHALL BE: PRIOR TO THE ADDITION OF ASPHALT BINDER, THE COMBINED MINERAL AGGREGATE FOR TYPE A (MODIFIED) 0.30' TYPE "A" A.C. OVER 1.10' CL 2 AGGREGATE BASE OR TYPE B (MODIFIED) ASPHALT CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF SECTION 39 -2.02, OVER 0.60' COMPACTED O.G., O.G. TO BE COMPACTED "AGGREGATE," OF THE SPECIFICATIONS FOR 3/4" MAXIMUM, MEDIUM GRADING. TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. ASPHALT BINDER FOR TYPE A (MODIFIED) ASPHALT CONCRETE SHALL BE PG 64 -10 VISCOSITY GRADED PAVING FOR KIRKCALDY DRIVE SHALL BE: " " 0.20 TYPE A A.C. OVER 0.701 CL 2 AGGREGATE BASE ASPHALT, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. ASPHALT BINDER FOR TYPE B (MODIFIED). OVER 0.50' COMPACTED Q.G., O.G. TO BE COMPACTED ASPHALT CONCRETE SHALL BE PG 64 -10 VISCOSITY GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. THE ENGINEER. THE ASPHALT BINDER SHALL CONFORM TO THE REQUIREMENTS IN THE TABLE FOR 81 "STEAM- REFINED PAVING ASPHALTS," IN SECTION 92 -1.02, "GRADES," OF THE STANDARD 4. ALL MANHOLE AND LAMPHOLE FRAME AND COVERS SHALL BE SET SPECIFICATIONS. 1/4n BELOW PAVEMENT GRADE. WHEN DIRECTED BY THE CITY ENGINEER, AGGREGATE CONFORMING TO ANY OF THE GRADING 5. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED AT LEAST 2 REQUIREMENTS IN SECTION 39- 2.02, "AGGREGATE ", OF THE STANDARD SPECIFtCA11ONS SHALL BE USED WORKING DAYS PRIOR TO CONSTRUCTION. 1- 800 -227 -2600. TO SURFACE INTERSECTIONS, TAPERS, AND OTHER AREAS WHERE THIN LAYERS OF ASPHALT CONCRETE ARE BEING CONSTRUCTED. 6. WARNING REGULATORY SIGNS: SIGN / S PANELS SHALL BE MOUNTED ON POSTS 36 RGJ --RCP STORM DRAIN WITH HAWKINS M2G SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR THE AMOUNT Of ASPHALT BINDER TO BE MIXED WITH THE MINERAL AGGREGATE SHALL BE DETERMINED BY EQUAL. ROADSIDE SIGNS INSTALLED PER STD. T -19 SHALL BE LOCATED WITHIN THE CONTRACTOR IN ACCORDANCE WITH CALIFORNIA TEST METHOD 367 USING SAMPLES OF MATERIALS SIDEWALK 6" FROM BACK. PROPOSED FOR USE IN THE WORK. THE AMOUNT OF ASPHALT BINDER SHALL BE APPROVED BY THE E 7. AN OPEN STREET PERMIT SHALL BE OBTAINED D FROM THE CITY OF BAKERSFIELD LEER. EAST 14 DAYS PRIOR TO THE START OF WORK, 0 K, THE CONTRACTOR SHALL SUBMIT THE FOLLOWING FOR THE PUBLIC WORKS DEPT. FOR ANY WORK PERFORMED WITHIN EXISTING S NG ACCEPTED 24 RGJ -RCP STORM DRAIN STREET RIGHT -OF -WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, ENGINEER'S REVIEW AND APPROVAL: SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK 162 PERFORMED WITHIN THE RIGHT -OF -WAY AND INSURANCE SHALL BE POSTED A. A LIST OF AGGREGATE AND ASPHALT SOURCES. PRIOR TO ISSUANCE OF THE PERMIT. B. DOCUMENTATION VERIFYING THAT THE AGGREGATES TO BE INCORPORATED IN THE WORK 8. AGGREGATE BASE: AGGREGATE BASE MATERIAL FOR ARTERIAL & COLLECTOR ROADWAYS SHALL BE CRUSHED AGGREGATE BASE (CAB) CONFORMING TO CONFORM TO THE REQUIREMENTS OF SECTION 39 -2.02, "AGGREGATE," OF THE STANDARD SECTION 200 -2.2 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MATERIAL SIEVE ANALYSIS AND SAND EQUIVALENT CONSTRUCTION, LATEST EDITION ( "GREENBOOK" ) . AGGREGATE BASE MATERIAL TEST RESULTS SHOULD NOT BE OLDER THAN SIX (6) MONTHS. ALL OTHER TEST RESULTS SHOULD FOR LOCAL ROADWAYS SHALL BE EITHER CAB OR CRUSHED MISCELLANEOUS NOT BE OLDER THAN ONE (1) YEAR. BASE (CMB) CONFORMING TO SECTION 200 -2.4 OF THE STANDARD C. AN ASPHALT CONCRETE MIX DESIGN DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 367. SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION,' LATEST EDITION. LABORATORY TEST RESULTS ON WHICH THE DESIGN IS BASED SHALL BE SUBMITTED WITH THE MIX AGGREGATE BASE SHALL BE FURNISHED AND PLACED IN ACCORDANCE WITH DESIGN ALONG WITH THE THEORETICAL MAXIMUM DENSITY OF THE DESIGN MIXTURE AS THE CONTRACT PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS_ DETERMINED BY ASTM D2041. THE ASPHALT CONCRETE MIX SHALL MEET THE REQUIREMENTS OF CONSTRUCTION AND THESE DETAILED SPECIFICATIONS. AGGREGATE BASE SECTION 39 -2.029 "AGGREGATE," OF THE STANDARD SPECIFICATIONS A N AND THESE SPECIAL SHALL BE GRADED TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95� PROVISIONS. IF THE DATA SUBMITTED SHOWS THAT THE MATERIALS ARE SUBSTANTIALLY THE SAME OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D -1557. AS WHEN THE DESIGN WAS PREPARED, THE DESIGN MAY BE UP TO THREE (3) YEARS OLD. THE 9. SUBGRADE PREPARATION: THE CONTRACTOR SHALL FINE GRADE AND COMPACT DEVELOPER SHALL BEAR ALL COSTS ASSOCIATED WITH THE ASPHALT CONCRETE MIX DESIGN. STREET SUBGRADE IN ACCORDANCE WITH THE CONTRACT PLANS, CITY WHERE NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM TO EXISTING PAVED SURFACES, THE EXISTING REQUIREMENTS AND STANDARD SPECIFICATIONS. SUBGRADE SHALL BE GRADED TO V41THIN THE CITY TOLERANCES AND COMPACTED TO 95% OF THE MAXIMUM PAVEMENT SHALL BE SAW CUT IN A NEAR STRAIGHT LINE, EITHER PARALLEL OR PERPENDICULAR TO THE DRY DENSITY IN ACCORDANCE WITH ASTM D -1557. CENTERLINE OF THE STREET, AND AT A MINIMUM DISTANCE OF ONE (1) FOOT FROM THE EXISTING EDGE OF PAVEMENT. , 10. FILL SHALL BE SUBJECT TO CALTRANS STANDARDS WITH INSPECTOR PRESENT. A PRIME COAT WILL NOT BE REQUIRED ON NON -PAVED AREAS TO BE SURFACED PRIOR TO THE PLACEMENT 11. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. THE OF ASPHALT HOWEVER, ALL OTHER REQUIREMENTS OF SECTION 39 -4.01, "SUBGRADE," OF THE STANDARD NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. SPECIFICATIONS SHALL BE MET. 0 cc THE AREA TO WHICH PAINT BINDER HAS BEEN APPLIED SHALL BE CLOSED TO PUBLIC TRAFFIC. CARE SHALL 12. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. 661) 326 -2049 NOTICE. ( 661) BE TAKEN TO AVOID TRACKING BINDER MATERIAL ONTO THE EXISTING PAVEMENT SURFACE BEYOND THE U OF CONSTRUCTION. 13. PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY THAT PAVING JOINTS SHALL MATCH STRIPE LOCATIONS UNLESS OTHERWISE PERMITTED BY THE ENGINEER. CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. SHOULD CONDITIONS BE CHANGED, A REVISED PLAN SHALL BE SUBMITTED TO THE INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE ENGINEER. ADDITIONAL CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING. ASPHALT CONCRETE SHALL BE PLACED AT ROAD CONNECTIONS AND PRIVATE DRIVES, WHERE SHOWN ON THE 14. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL ALONG CITY STREETS PLANS AND AS DIRECTED BY THE ENGINEER, AND HAND RAKED, IF NECESSARY, AND COMPACTED TO FORM FOR THE DURATION OF THE WORK, INCLUDING NIGHTS, WEEKENDS AND SMOOTH, TAPERED CONNECTIONS. HOLIDAYS. TRAFFIC CONTROL SHALL CONFORM TO THE GUIDELINES OF THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL BE DETERMINED BY: THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION'S "MANUAL OF TRAFFIC CONTROL FOR CONSTRUCTION AND MAINTENANCE WORK ZONES" A. A PROPERLY CALIBRATED NUCLEAR ASPHALT TESTING DEVICE IN THE FIELD, OR AND CITY STANDARDS. ONE LANE FOR EACH DIRECTION OF TRAFFIC SHALL BE MAINTAINED AT ALL TIMES. THE CONTRACTOR SHALL SUBMIT A TRAFFIC B. ASTM D1188 WHEN SLABS OR CORES ARE TAKEN FOR LABORATORY TESTING. ZINC STEARATE CONTROL PLAN TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE START OF ANY CONSTRUCTION. NO STREET PERMIT WILL BE ISSUED NOR SHALL ANY MAY BE SUBSTITUTED NTH PARAFFIN. CITY INSPECTION BE PROVIDED UNTIL SAID TRAFFIC CONTROL PLAN HAS BEEN C. IN CASE OF DISPUTE, METHOD B ABOVE SHALL BE USED. APPROVED BY THE CITY ENGINEER. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS 0.15 FOOT OR LESS, PAVING OPERATIONS SHALL BE CONDUCTED IN SUCH SOILS REPORT. 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 D t THAN THAT WHICH CAN BE SURFACED DURING THE FOLLOWING SHIFT OF NORMAL PAVING OPERATIONS. REPORT WAS PREPARED BY ENGINEERING, INC. FILE N0. 05 -11217 ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP -OFFS ON EACH LANE. DATED J DATED UNE 14, 2005 ENTITLED PRELIMINARY SOILS INVESTIGATION FOR SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY PROPERTY LOCATED AT THE NORTHWEST CORNER OF COLLEGE AVENUE & CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED & MORNING DRIVE IN BAKERSFIELD, CALIFORNIA BOND BREAKER, MAY BE PLACED CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. GRADING A WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS MORE THAN 0.15 FOOT, PAVING 1329541 SF (3.04 AC.) OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT THE LAYER OF ASPHALT CONCRETE IS PLACED ON ALL CONTIGUOUS LANES OF THE TRAVELED WAY BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. AT QUANTITIES F EARTH WORM 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 EXCAVATION - 2 000 CU. YD. 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 COMPACTED FILL -� 25,000 CU. YD. 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 • c� . 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 N0110E 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 969'x, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT DOES MEET THE IN -PLACE DENSITY REQUIREMENT. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR SHOULD BE AWARE OF EXISTING SEWER AND STORM DRAIN MANHOLES WITHIN THE ROADWAY. IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED SURFACE TOLERANCES, IT SHALL BE BROUGHT WITHIN TOLERANCE BY EITHER: (1) ABRASIVE GRINDING WITH EQUIPMENT UTILIZING DIAMOND BLADES, (2) REMOVAL AND REPLACEMENT, OR (3) PLACEMENT OF AN ASPHALT CONCRETE OVERLAY. THE METHOD WILL BE SELECTED BY THE ENGINEER. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. IF ABRASIVE GRINDING lS USED TO BRING THE FINISHED SURF C n�rG IV Jr-CWrIGL! JtllSf /14L 1 VLGKAIVI.tJ. ADDITIONAL GRINDING SHALL BE PERFORMED, AS NECESSARY, TO ENLARGE THE GRINDING AREA SO THAT THE VICINITY MAP LONGITUDINAL LIMITS OF GRINDING ARE AT A CONSTANT OFFSET FROM, AND ARE PARALLEL T0, 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. NO SCALE ABRASIVE GRINDING SHALL CONFORM TO THE REQUIREMENTS IN THE FIRST PARAGRAPH AND THE LAST FOUR PARAGRAPHS OF SECTION 42 -2.022 "CONSTRUC110N" OF THE STANDARD SPECIFICATIONS. AFOG SEAL COAT SHALL BE APPLIED TO ALL FINISHED ASPHALT SURFACES AT THE CONTRACTOR'S EXPENSE. THE FOG SEAL COAT SHALL BE EITHER REJUVENATING AGENT OR ASPHALTIC EMULSION AS DIRECTED BY THE ENGINEER. LIST OF MATERIALS BASIS OF BEARINGS THE BEARING OF N89'47'54 °W SHOWN FOR THE NORTH LINE OF THE NORTHWEST Y4 OF SECTION 30 AS SHOWN ON RECORD OF SURVEY RECORDED IN BOOK 15 OF RECORD OF SURVEYS AT PAGE 192 FILED JUNE 28, 1990 IN THE OFFICE OF THE KERN COUNTY RECORDER WAS USED AS THE BASIS OF BEARING. BENCHMARK: TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE INTERSECTION OF MORNING DRIVE AND COLLEGE AVENUE. ELEVATION = 673.40' PER TRACT N0. 4519 MONUMENT ELEVATION MAP AT THE CITY OF BAKERSFIELD. INDEX OF SHEETS SHEET 11ILF 1. COVER SHEET 2. NOTES 3. HIGHLAND KNOLLS DRIVE 3R . H R 6 fi L AN D KNOLLS M;VF- STREET AND DRAIN PLAN emwf ANP MIN "M 4. KIRKCALDY DRIVE 49. 1CtRKCALD*{ VQIY STREET AND DRAIN PLAN gtw,rr ,AWP 0004 MhN 5. HIGHLAND KNOLLS DRIVE DRAIN CROSS SECTIONS, SIGNAGE AND STRIPING PLAN LEGEND* ABBREVIATIONS F.L. FLOWUNE P.O.V.C. POINT ON VERTICAL CURVE C. L. CENTERLINE B.V.C. BEGIN VERTICAL CURVE ELEV. ELEVATION E.V.C. END VERTICAL CURVE B.C.R. BEGIN CURB RETURN P.I. POINT OF INTERSECTION E.C.R. END CURB RETURN T.O.M. TOP OF MANHOLE B.C. BEGIN CURVE EX. EXISTING E.C. END CURVE H.P. HINGE POINT P.I.V.C. POINT OF INTERSECTION E.P. EDGE OF PAVEMENT OF VERTICAL CURVE I N V. INVERT M.H. MANHOLE ELEV. ELEVATION E.T.W. EDGE OF TRAVEL WAY V.C.P. VITRIFIED CLAY PIPE ENCSD EAST NILES COMMUNITY SERVICES DISTRICT @ EXISTING SURVEY MONUMENT EXISTING STORM DRAIN MANHOLE s EXISTING SEWER MANHOLE EXISTING FIRE HYDRANT � EXISTING STREET UGHT EXISTING (MATER VALVE + FURNISH & INSTALL SURVEY MONUMENT PER C.Q.B. STANDARD DETAIL ST -13. FURNISH & INSTALL TYPE "A" SEWER MANHOLE PER ENCSD STANDARDS. 0 FURNISH & INSTALL STORM DRAIN VANHOLE WITH GRATED LID-SEE DETAIL D ON SHEET 4. FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STANDARD DETAIL T -2. W a c3� o= m; to M! co C ITEM UNIT HIGHLAND KIRKCALDY TOTAL A.C. PAVING TONS 1125 299 1424 CLASS 11 AGG. BASE CU YD 2108 497 2605 SUBGRADE PREPARATION CUYD 958 382 1340 MONUMENT EA 6 3 9 SAW CUT LINE LF 81 -- 81 DETAIL 22 STRIPING LE 1200 -- 1200 DETAIL 27B (T) STRIPING LF 2380 - 2380 36 RGJ --RCP STORM DRAIN LP 66 66 30 RGJ -RCP STORM DRAIN LF 1246 389 24 RGJ -RCP STORM DRAIN LF - 162 162 18 77 RGJ --RCP STORM DRAIN LF 60 60 ��- REGULAR STORM DRAIN MANHOLE EA 4 2 6 STORM DRAIN MANHOLE WITH GRATED LID EA 1 - 1 066 law STREET LENGTH LF 1296 551 1847 mF 42 s� G� �O Z CITY OF BAKERSF IELD KERN COUNTY CALIFORNIA STREET. IMPROVEMENT, STORM DRAIN AND STRIPING PLAN P.M. 11894 OFFSITE HIGHLAND KNOLLS DRIVE AND KIRKCALDY DRIVE LEGEND*. CONT.) ILI cv �- EXISTING STORM DRAIN UNE � EXISTING SEWER UNE o o. Z x EXISTING WATER UNE ~-- - - FURNISH do INSTALL SEWER UNE PER C.O.B. STANDARDS ----- • S FURNISH & INSTALL SEWER UNE k a 0 PER ENCSD STANDARDS ---------------- - - - - -- PROPOSED SAWCUT UNIT UNE - -� ---^- - CENTERLINE - - - ---- - - ---- - - --- BOUNDARY - - ° - -- -- --� -- - --- RIGHT OF WAY UNE ------------------------------------------- - PROPOSED SLOPE Z// =,� PROPOSED EDGE OF PAVEMENT II EXISTING CONTOUR LINE U. um 2 INTERVAL ITEM OF WORK - SEE SCHEDULE SECTION DESIGN_ A_DQN: 0 SECTION LETTER IL A SHEET WHERE SECTION IS SlHi 2 FUTURE TORRI111ID1110111111 DRIVE .................. r- z Iler_ VACS I KEY MAP SCALE: 1 " =200' VACANT 11ACV0 REvlswN ��� v pY ApPRovEv ROGEg A McINTOSN R.C.E. 33322 EXP. Ob /3o/14 RE-VISION ` a 209 APPROWD 15Y. Al IAN .5 RAW C.E. IV PATE ,C.E.3217$ eAP. !21+3V14 A" 40 NOTE** 1. A PRE- CONSTRUCTION CONFERENCE WILL BE REQUIRED FOR THIS PROJECT. CONTACT THE CONSTRUCTION DIVISION AT (661) 326 -3106 OR (661) 326 -3049 AT LEAST 10 WORKING DAYS PRIOR TO THE DESIRED START OF CONSTRUCTION TO SET UP AN APPOINTMENT FOR THE PRE-CONSTRUC11ON CONFERENCE. 20 PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 48 HOURS NOTICE. TELEPHONE 326 -3049 3, ALL MATERIALS SUPPLIED FOR THIS PROJECT WILL REQUIRE A CERTIFICATE OF COMPLIANCE STATING THAT THE REQUIREMENTS &STANDARDS SET FORTH BY THE CITY OF BAKERSFIELD HAVE BEEN MET. ENGINEER'S STATEMENT THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. 1 AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS AND DESIGN CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION. 1 ROVED BY: ROGER A. McINTOSH R.C.E. 33322 EXP. 6-- -30 -14 fp _24 ___t 3 DATE APPROVED 8Y: RAUL M. ROJAS PUBLIC WORKS DIRECTOFf DATE R.C.E. 39$80 EXP. 12 -31 -13 REVIEWED BY: ASSISTANT PUBLIC WORKS DIRECTOR REVIEWED BY: TRAFFIC ENGINEER DEG �!►I� T Calk, TALL FREE 1 -804- 227 -2600 AT LEAS f TWO DAYS BEFE�tE YdU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA c) 0 PO Q�- o Z '- Q w O Z LLI- 1 <C _I wC w ao z w co c) (n 04 t Ld Q m a 0 a) Z a J cn } m � W m ILI cv �- � o o. Z x W b IL J LS. 0 k a 0 m ILI b IL J LS. 0 W H CC * U. um sow w ca LLJ 0 2 lom ago" Z uj z c' ci) 0 Z w 066 law W. 0 V) J � 0 cc w U � N W 12 � cn .., N C4 � D t cn Y) 7 Q m o c • c� s cs cr a W W cw-4 W) LO N C-7 L ILI b IL J LS. 0 W H CC * U. um sow w ca LLJ 0 2 lom ago" uj <0 ci) 0 Z w z law W. 0 J � 0 cc a CL � N W 12 N W � D t 7 Q C-7 L ILI b IL 0 C-7 L STANDARD NOTES 1. GENERAL CONTRACTOR WILL 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- 800 - 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 UTILITIES. 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 ALIGNMENT REQUIRES ADDITIONAL FITTINGS, PIPE OR EXCAVATION THE CONTRACTOR SHALL BE COMPENSATED FOR REVISION. IN THE EVENT A UTILITY IS DAMAGED THE CONTRACTOR SHALL BE WHOLLY RESPONSIBLE FOR ITS REPAIR. CONTRACTOR SHALL VERIFY LOCATIONS AND ELEVATIONS OF EXISTING SEWER LINES THAT THE NEW SYSTEM TIES INTO PRIOR TO TRENCHING. ANY DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER SO THAT ANY NECESSARY ADJUSTMENTS MAY BE MADE. UTILITIES SHALL BE THOROUGHLY RESEARCHED AND LOCATED BY CONTRACTOR PRIOR TO TRENCHING. CROSSING UTILITIES SHALL BE DAYUGHTED 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 WITH THE CITY OF BAKERSFIELD STANDARD DRAWING ST -6, EXCEPT AS NOTED ON PLANS. 2. STANDARD DETAILS THE FOLLOWING CITY OF BAKERSFIELD STANDARDS SHALL BE CONSIDERED PART OF THESE PLANS: ST -6, ST -9, ST -10, ST -11, ST -13. ST -22 D -18 3. VCP INSTALLATION MATERIALS THE PIPE AND FITTINGS SHALL BE EXTRA STRENGTH VITRIFIED CLAY CONFORMING TO CURRENT ASTM SPECIFICATION C -700 AND SHALL BE INSTALLED IN CONFORMANCE NTH THE PROVISIONS OF SECTION 71 OF THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, CURRENT EDITION AND THE CURRENT ASTIuI SPECIFICATIONS C -12. JOINTS-,- THE PIPE AND FITTINGS SHALL HAVE A SOCKET END AND A SPIGOT END WITH COMPRESSION JOINTS CONFORMING NTH THE CURRENT ASTM SPECIFICATION C-425. THE PIPE AND FITTINGS FOR fi ", 8 "9 10 ", AND 12" SANITARY SEWER MAINS MAY BE PLAIN -END WITH 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" BANDSEAL COMPRESSION COUPLING, OR APPROVED EQUAL, SHALL BE REQUIRED. THE PIPE AND FITTINGS FOR PRIVATE SANITARY SEWER HOUSE OR BUILDING LATERALS MAY BE PLAIN -END WITH COMPRESSION COUPLINGS CONFORMING WITH 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 D- 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 PIPELINES; CUT -IN FITTINGS ARE NOT PERMITTED. JOINTS : USE ONLY SOLVENT WELDED JOINTS. THE ASSEMBLY OF JOINTS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE ABS PIPE CONNECTS TO VCP, USE COUPLINGS APPROVED BY THE CITY OF BAKERSFIELD. INSTALLA11ON : PIPE AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE WITH THE CURRENT ASTM SPECIFICATION D- 2321. ONLY CLASS 1, II, AND III EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE. 5. PVC PIPE INSTALLATION MATERIALS : PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF THE CURRENT ASTM SPECIFICATION D -3034 FOR SDR35. PIPE AND FITTINGS SHALL BE HOMOGENEOUS THROUGHOUT AND FREE FROM CRACKS, HOLES, FOREIGN INCLUSIONS OR OTHER INJURIOUS DEFECTS. FITTINGS SHALL BE INJECTION 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 BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS WHERE PVC PIPE CONNECTS TO VCP PIPE, USE COUPLINGS APPROVED BY THE CITY OF BAKERSFIELD. LNSTALLATION :PIPE AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE NTH THE CURRENT ASTM SPECIFICATION D -2321. ONLY CLASS 1, lit AND III EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE. 6. REINFORCED CONCRETE PIPE WITH PVC LINING. REINFORCED CONCRETE PIPE WITH PVC LINING SHALL MEET THE FOLLOWING REQUIREMENTS: 1.A. MATERIALS. REINFORCED CONCRETE PIPE (RCP) SHALL BE EITHER CLASS IV OR CLASS V WITH WALLS "B" 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 LI NER 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 NTH A CONTAINED 0 -RING GASKET. PVC 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 LINING IN CONCRETE PIPE AND FIELD SEALING AND WELDING OF JOINTS SHALL BE DONE IN STRICT CONFORMITY WITH ALL APPLICABLE SPECIFICATIONS, INSTRUCTIONS AND RECOMMENDATIONS OF THE LINING MANUFACTURER. LINER SHALL MEET THE FOLLOWING REQUIREMENTS. 1.13. PHYSICAL PROPERTIES OF LINER. ALL PLASTIC LINER PLATE SHEETS, WELDING STRIPS AND OTHER ACCESSORY ITEMS, SHALL HAVE THE FOLLOWING PHYSICAL PROPERTIES WHEN TESTED AT 777 t5 (25-C ±3 ). PROP_ Tv jP, t.cl TENSILE STRENGTH 2200 PSI MIN. 2100 PSI MIN. (15 MPA MIN.) (14.5 MPA MIN.) ELONGATION AT BREAK 200% MIN. 200% MIN. SHORE DUROMETER, TYPED 1 -SEC. 50 -60 t5 (WITH RESPECT TO INITIAL TEST RESULT) '10 -SEC. 35 -50 ±5 WEIGHT CHANGE f1.5 TENSILE SPECIMENS SHALL BE PREPARED AND TESTED IN ACCORDANCE WITH ASTM D412 USING DIE B. WEIGHT CHANGE SPECIMENS SHALL BE 1 -INCH (25 -MM) BY 3 -INCH (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. LI NER PLATE LOCKING EXTENSIONS EMBEDDED IN CONCRETE SHALL WITHSTAND A TEST PULL OF AT LEAST 100 POUNDS PER LINEAR INCH (1800 KG /M), APPLIED 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 OF THE MATERIAL. THE ENGINEER MAY AUTHORIZE THE REPAIR OF SUCH DEFECTS BY APPROVED METHODS. THE LINING SHALL HAVE GOOD IMPACT RESISTANCE, SHALL BE FLEXIBLE AND SHALL HAVE AN ELONGATION SUFFICIENT TO BRIDGE UP TO 1/4 -INCH (6 MM) SETTUNG CRACKS, WHICH MAY OCCUR IN THE PIPE OR IN THE JOINT AFTER INSTALLATIONS, WITHOUT DAMAGE TO THE LINING. 1.C. CHEMICAL RESISTANCE OF UNER.* AFTER CONDITIONING TO CONSTANT WEIGHT AT 110 F(43 C), TENSILE SPECIMENS AND WEIGHT CHANGE SPECIMENS SHALL BE EXPOSED TO THE FOLLOWING SOLUTIONS FOR A PERIOD OF 112 DAYS AT 77' F ±5 (25' C t3 ). AT 28 -DAY INTERVALS, TENSILE SPECIMENS AND WEIGHT CHANGE SPECIMENS SHALL BE REMOVED FROM EACH OF THE CHEMICAL SOLUTIONS AND TESTED IN ACCORDANCE WITH SECTION 7- 2.03(1.B) PARA. 2 ABOVE. IF ANY SPECIMEN FAILS TO MEET THE 112 -DAY REQUIREMENTS BEFORE COMPLETION OF THE 112 -DAY EXPOSURE, THE MATERIAL WILL BE SUBJECT TO REJECTION. CHEMICAL SOU TION SULFURIC ACID SODIUM HYDROXIDE AMMONIUM HYDROXIDE NITRIC ACID FERRIC CHLORIDE 1 SOAP DETERGENT (LINEAR ALKYL BENZYL SULFONATE OR LAS BACTERIOLOGICAL CONCENTRATION 20%** 5% 5 % ** 1 % ** 1z 0.1% 0.1% BOD NOT LESS THAN 700 PPM *THIS IS TO BE USED AS A PRE - QUALIFICATION TEST AND WHEN MATERIAL FORMULATIONS ARE CHANGED. * *VOLUMETRIC PERCENTAGES OF CONCENTRATED C.P. GRADE REAGENTS. 1.D. DETAILS AND DIMENSIONS OF LINER SHEETS. LINER SHEETS SHALL BE A MINIMUM OF 0.065 INCH (1.65 MM) IN THICKNESS. LOCKING EXTENSIONS OF THE SAME MATERIAL AS THAT OF THE LINER SHALL BE INTEGRALLY EXTRUDED WITH THE SHEET. 1.E. INSTALLATION OF LINING. INSTALLATION OF THE LINING, INCLUDING PREHEATING OF SHEETS IN COLD WEATHER AND THE WELDING OF ALL JOINTS, SHALL BE DONE IN 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 WITH THE LOCKING EXTENSIONS RUNNING PARALLEL WITH THE LONGITUDINAL AXIS OF THE PIPE. THE LINING SHALL BE HELD SNUGLY IN PLACE AGAINST INNER FORMS. LOCKING EXTENSION SHALL TERMINATE NOT MORE THAN 1 -1 /2 INCHES (38 MM) FROM THE END 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, SPADED 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 LINED SURFACES. WHEN FORMS ARE REMOVED, ANY NAILS THAT REMAIN IN THE LINING SHALL BE PULLED, WITHOUT TEARING THE LINING, AND THE RESULTING HOLES CLEARLY MARKED. ALL NAIL AND TIE HOLES AND ALL CUT, TORN AND SERIOUSLY ABRADED AREAS IN THE LINING SHALL BE PATCHED. PATCHES MADE ENTIRELY WITH WELDING STRIP SHALL BE FUSED TO THE LINER OVER THE ENTIRE 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 LINING. THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO PREVENT DAMAGE TO INSTALLED LINING FROM EQUIPMENT AND MATERIALS USED IN OR TAKEN THROUGH THE WORK. 11 APPLICATION 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 4 INCHES (100 MM) BEYOND THE OPPOSITE END DEPENDING UPON THE TYPE OF LINING JOINT TO BE MADE WITH THE ADJOINING CONCRETE PIPE. WHEREVER CONCRETE PIPE OR CAST -IN -PLACE STRUCTURES PROTECTED WITH LINING, JOIN STRUCTURES NOT SO LINED (SUCH AS BRICK STRUCTURES, CONCRETE PIPE OR CAST -IN -PLACE STRUCTURES WITH CLAY LINING OR CLAY PIPE), THE LINING SHALL BE EXTENDED OVER AND AROUND THE END OF THE PIPE AND BACK INTO THE STRUCTURE FOR NOT LESS THAN 4 INCHES (100 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 PORTION 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 HANDLING, TRANSPORTING AND PLACING LINED PIPE TO PREVENT DAMAGE TO THE LINING. NO INTERIOR HOOKS OR SLINGS SHALL BE USED IN LIFTING PIPE. ALL HANDLING OPERATION SHALL BE DONE WITH AN EXTERIOR SLING OR WITH A SUITABLE FORK UFT. ON PIPE HAVING A 360' LINER COVERAGE, THE LONGITUDINAL EDGES OF THE SHEET SHALL BE BUTT WELDED. WHEN PIPE TUBES ARE FURNISHED, THESE ARE SHOP - WELDED JOINTS. N0 PIPE WITH DAMAGED LINING WILL BE ACCEPTED UNTIL THE DAMAGE HAS BEEN REPAIRED TO THE SATISFACTION OF THE ENGINEER. 1.G. FIELD JOINTS IN LINING FOR CONCRETE PIPE. THE JOINT BETWEEN SECTIONS OF LINED PIPE SHALL BE PREPARED IN THE FOLLOWING MANNER: IF REQUIRED, THE INSIDE 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 LINE CONNECTING THE SURFACES OF THE ADJACENT PIPE SECTIONS. PIPE JOINTS MUST BE DRY BEFORE LINING JOINTS ARE MADE. ALL MORTAR AND OTHER FOREIGN MATERIAL SHALL BE REMOVED FROM LINING SURFACES ADJACENT TO THE PIPE JOINT, LEAVING THEM CLEAN AND DRY. FIELD JOINTS IN THE LINING AT PIPE JOINTS MAY BE EITHER OF THE FOLLOWING DESCRIBED TYPES: TYPE P -1: THE JOINT SHALL BE MADE WITH 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 LINING, 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 (13 MM). TYPE P -2: THE JOINT SHALL BE MADE WITH A JOINT FLAP WITH LOCKING EXTENSIONS 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 LINING 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 DURING LAYING AND JOINT 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 WIDTH (MEASURED FROM THE END OF THE SPIGOT) OF APPROXIMATELY 4 INCHES (100 MM) FOR THE ENTIRE CIRCUMFERENTIAL LENGTH OF THE LINING. ALL WELDING OF JOINTS IS TO BE IN STRICT CONFORMANCE WITH THE SPECIFICATIONS AND INSTRUCTIONS OF THE LINING MANUFACTURER. WELDING SHALL FUSE BOTH SHEETS AND WELD STRIP TOGETHER TO PROVIDE A CONTINUOUS JOINT EQUAL IN CORROSION RESISTANCE AND IMPERMEABILITY TO THE LINER PLATE. HOT -AIR MELDING 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 BEAD OF MOLTEN MATERIAL TO BE VISIBLE ALONG BOTH EDGES AND IN FRONT OF THE WELD STRIP. THE FOLLOWING SPECIAL REQUIREMENT SHALL APPLY WHEN THE LINER COVERAGE IS 360 DEGREES: WHEN GROUNDWATER IS ENCOUNTERED THE LINING 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 OF A JOINT STRIP OR FLAP, DO NOT WELD 6 TO 8 INCHES (150 TO 200 MM) AT THE PIPE INVERT TO PROVIDE RELIEF OF POTENTIAL FUTURE GROUNDWATER BUILD --UP. 1.H. 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 LINING SHALL BE RETURNED AT LEAST 3 INCHES (75 MM) AT THE SURFACES OF 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 LINING 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 -LINED 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 REGULATIONS, THE JOINT SPACE SHALL BE DENSELY CAULKED WITH LEAD WOOL OR OTHER APPROVED CAULKING MATERIAL TO A DEPTH OF 2 INCHES (50 MM) AND FINISHED WITH A MINIMUM OF 1 INCH 925 MM) OF AN APPROVED CORROSION RESISTANT MATERIAL. 1.1. TESTING AND REPAIRING DAMAGED SURFACES. AFTER THE PIPE IS INSTALLED IN THE TRENCH, ALL SURFACES COVERED WITH UNING, INCLUDING WELDS, SHALL BE TESTED WITH AN APPROVED, CONTRACTOR SUPPLIED, ELECTRICAL HOLIDAY DETECTOR (TINKER & RASOR MODEL NQ. AP -W WITH POWER PACK OR APPROVED EQUAL) WITH THE INSTRUMENT SET BETWEEN 18,000 AND 22,000 VOLTS. ALL WELDS SHALL BE PHYSICALLY TESTED BY A NONDESTRUCTIVE PROBING METHOD. ALL PATCHES OVER HOLES, OR REPAIRS TO THE LINER WHEREVER DAMAGE HAS OCCURRED, SHALL BE ACCOMPLISHED IN ACCORDANCE WITH SECTION 7-- 2.03(1.E) PARA. 8 ABOVE. EACH TRANSVERSE WELDING STRIP WHICH EXTENDS TO A LOWER EDGE OF THE LINER WILL BE TESTED BY THE PURCHASING AGENCY. THE WELDING STRIPS SHALL EXTEND 2 INCHES (50 MM) BELOW THE LINER TO PROVIDE A TAB. A 10 -POUND (5 KG) PULL WILL BE APPLIED TO EACH TAB. THE FORCE WILL 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 APPLICATION OF THE FORCE. THE 10 -POUND (5 KG) PULL WILL BE MAINTAINED IF A WELD FAILURE DEVELOPS, UNTIL NO FURTHER SEPARATION OCCURS. DEFECTIVE WELDS WILL BE RETESTED AFTER REPAIRS HAVE BEEN MADE. TABS SHALL BE TRIMMED AWAY NEATLY BY THE INSTALLER OF THE LINER AFTER THE WELDING STRIP HAS PASSED INSPECTION. INSPECT10N SHALL BE MADE WITHIN 2 DAYS AFTER THE JOINT HAS BEEN COMPLETED IN ORDER TO PREVENT TEARING THE PROJECTING WELD 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. PIPE TRENCH CLASSIFICATION. RCP CLASS IV SHALL BE INSTALLED PER ASTM TRENCH DESIGNATION "C". RCP CLASS V SHALL BE INSTALLED PER ASTM TRENCH DESIGNATION "D". PVC FOR PIPE SIZES 18" AND LESS. POLY VINYL CHLORIDE PIPE SHALL MEET THE FOLLOWING REQUIREMENTS: 1. MATERIAL. PVC PIPE SHALL MEET OR EXCEED ALL REQUIREMENTS SET FORTH IN ASTM D 3034 WITH SDR OF 35. ELASTOMERIC SEALS- AND JOINTS SHALL CONFORM TO ASTM D 3212 AND ASTM F 477. 2. TESTING. MANUFACTURING TESTING METHODS SHALL CONFORM TO ASTM F -679 (T-WAU). CERTIFICATES OF COMPLIANCE SHALL BE MADE AVAILABLE TO THE ENGINEER. 3. INSTALLATION. INSTALLATION OF PIPE SHALL FOLLOW MANUFACTURER'S GUIDELINES, THESE SPECIFICATIONS AND ASTM D 2321 "UNDERGROUND INSTALLATION OF FLEXIBLE THERMOPLASTIC SEWER PIPE.". 4. FIELD TESTS. IN -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 PIPE DEFLECTION BY PULLING A GO -NO -GO 5% MANDREL. THE MANDREL SHALL BE PULLED THROUGH THE PIPE WITH ROPE BY ONE PERSON WITHOUT MECHANICAL ADVANTAGE. THE MANDREL SHALL HAVE VANES AT LEAST AS LONG AS THE PIPE DIAMETER. 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 DIAMETER = BASE PIPE I.D. -(Y /100 X BASE PIPE I.D.) WHERE Y = ALLOWABLE DEFLECTION IN % (57o) BASE I.D. = ACTUAL INSIDE PIPE DIAMETER (PROVIDED BY PIPE MANUFACTURER) THE MANDREL SHALL HAVE AN ODD NUMBER OF VANES WITH SEVEN (7) MINIMUM. THE MINIMUM LENGTH OF THE CIRCULAR PORTION OF THE MANDREL SHALL BE EQUAL TO THE NOMINAL DIAMETER OF 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 S -399 AS MODIFIED ON THE CONTRACT PLANS. COMPACTION ABOVE THE PIPE ZONE SHALL BE AS SHOWN ON THE PLANS. 7. TRENCH EXCAVATION THE EXCAVATION OF TRENCHES FOR PIPING LAID 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 S -39 AND DETAILED SECTIONS ON THE PLANS FOR PROPER PIPE INSTALLATION. THE HOLES FOR BELLS AND FITTINGS SHALL BE EXCAVATED BY HAND, TO A WIDTH PROVIDING UNIFORM BEARING ALONG THE LENGTH OF THE PIPE. IT IS THE INTEN11ON OF THESE REQUIREMENTS TO PROVIDE FIRM, UNIFORM BEARING FOR THE PIPE. CONTRACTOR SHALL PROVIDE TRENCHING IN ACCORDANCE WITH THE DETAILED SECTIONS PROVIDED IN THE PLANS. SELECTION OF TRENCH TYPES WILL BE AS REQUIRED BY THE TYPES OF PIPE SELECTED FOR CONSTRUCTION. STORM DRAIN AND UTILITY CONDUIT INSTALLATIONS SHALL MEET CITY STANDARD S -39. TRENCH LINES SHALL MEET ALL FEDERAL AND STATE SAFETY REQUIREMENTS. & BRACING AND SHORING EXCAVATION SHALL BE SUPPORTED AS SET FORTH IN THE RULES, ORDERS, AND REGULATIONS OF THE STATE DIVISION OF INDUSTRIAL SAFETY. IF THE CONTRACTOR DESIRES TO DEVIATE FROM THE SAFETY ORDERS, HE SHALL SUBMIT DATA BY A REGISTERED CIVIL ENGINEER TO THE STATE DIVISION OF INDUSTRIAL SAFETY, JUSTIFYING THE ALTERNATE PROCEDURES TO BE USED. FAILURE TO COMPLY WITH ANY OF THESE RULES, ORDERS AND REGULATIONS SHALL BE SUFFICIENT CAUSE FOR THE STATE DIVISION TO IMMEDIATELY SUSPEND ALL WORK. COMPENSATION FOR LOSSES INCURRED BY THE CONTRACTOR BY SUCH AN EMERGENCY SUSPENSION SHALL NOT BE ALLOWED. DURING BACKFILLING, THE BOTTOM OF THE SHORING SHALL BE DEPT ABOVE THE LEVEL OF THE BACKFILL AT ALL TIMES. SECTION 6422 OF THE CALIFORNIA LABOR CODE REQUIRES THE CONTRACTOR TO SUBMIT TO THE ENGINEER A DETAILED PLAN, DRAWING THE DESIGN OF SHORING, BRACING, SLOPING OR OTHER PROVISIONS TO BE MADE BY THE CONTRACTOR FOR THE PURPOSE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF TRENCHES NECESSARY FOR THE CONSTRUCTION OF THE PROJECT. IF SUCH PLAN VARIES FROM THE SHORING SYSTEM STANDARD ESTABLISHED BY THE CONSTRUCTION SAFETY 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 BACKFILL TRENCHES SMALL NOT BE LEFT OPEN FARTHER THAN THREE HUNDRED (300) FEET IN ADVANCE OF PIPE LAYING OPERATiQNS OR TVYO 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, DATED JULY, 1992. BEDDING CLASS SHALL BE AS SPECIFIED IN THE PIPE OPTIONS. STORM DRAIN AND UTILITY CONDUIT INSTALLATIONS SHALL BE IN ACCORDANCE WITH CITY STANDARD ST -22, EXCEPT THAT COMPACTION SHALL BE NO LESS THAN NINETY PERCENT (90 %) UP TO THIRTY INCHES (30 ") FROM FINISHED GRADE. BACKFILL MATERIALS IN THE PIPE ZONE SHALL BE PLACED IN LAYERS NOT TO EXCEED TWELVE (12) INCHES SIMULTANEOUSLY, ON EACH SIDE OF 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 THOROUGHLY 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 FOOT OF COVER OVER THE PIPE BEFORE COMPACTION ABOVE THE PIPE ZONE WILL BE ALLOWED. IMPORTED BEDDING AND BACKFILL 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 UTIUZA11ON OF IN -SITU MATERIALS. ACHIEVING FIRM BEDDING BELOW PIPE_SPRINGLINE. CONTRACTOR SHALL PROVIDE "FIRM BEDDING" SUPPORT FOR THE PIPE BELOW THE SPRINGLINE. FIRM BEDDING MEANS THAT THE PIPE MUST REST ON THE GRANULAR MATERIAL SPECIFIED PREVIOUSLY IN THE SPECIFICATIONS. BELL OR COUPLING HOLES SHALL BE CAREFULLY EXCAVATED AT PROPER INTERVALS, SO THAT NO PART OF THE LOAD IS SUPPORTED BY THE BELLS OR COUPLINGS. DURING BEDDING AND BACKFILLING, CONSOLIDATION OF MATERIAL AROUND AND UNDER BELLS AND COUPLINGS SHALL BE AVOIDED. 10. CONTRACTOR SHALL SHOVEL- SLICE OR HAND TAMP BEDDING IN THE HAUNCH AREAS, AS THIS WILL MINIMIZE VOIDS BENEATH THE PIPE AND IN THE HAUNCH AREAS. SHOVEL - SLICING OR HAND TAMPING SHALL BE DONE BEFORE THE BEDDING IS BROUGHT UP TO THE QUARTER POINT OF THE PIPE. INITIAL BACK "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 CONSOLIDATION, THE FINAL DEPTH SHALL BE AT LEAST TO THE ELEVATION SHOWN ON THE PLANS. THE MATERIAL SHALL BE CONSOLIDATED BY VIBRATORY OR MECHANICAL TAMPING AND THE EQUIPMENT AND MANNER OF TAMPING MUST BE APPROVED IN UNITING 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 WILL NOT BE PERMITTED. SUBSEQUENT BACKFILL. ABOVE THE LEVEL OF INITIAL BACKFILL, THE TRENCH MAY BE BACKFILLED WITH NATIVE MATERIAL RESULTING FROM TRENCH EXCAVATION, OR AT THE OPTION OF THE CONTRACTOR, SELECT IMPORTED MATERIALS MAY BE USED. NATIVE MATERIAL OR IMPORTED MATERIAL MAY BE COMPACTED BY TAMPING AND /OR ROLLING, USING EQUIPMENT AND METHODS APPROVED BY THE ENGINEER. WHEN THE CONTRACTOR COMPACTS BY TAMPING AND /OR ROLLING, THE BACKFILL MATERIAL SHALL BE PLACED IN LAYERS NOT EXCEEDING EIGHTEEN (18) INCHES IN LOOSE DEPTH, EACH LAYER BEING THOROUGHLY COMPACTED BY TAMPING AND /OR ROLLING BEFORE SUCCEEDING LAYERS ARE PLACED. COMPACTION OF SUBSEQUENT BACKFILL WITHIN TWO AND CIE -HALF (2 -1/2) FEET OF FINISHED PERMANENT SURFACING GRADE MALL BE ACCOMPLISHED BY TAMPING AND /OR ROLLING AS SPECIFIED ABOVE. WHERE THE TRENCH IS WITHIN THE PAVEMENT ON STREETS, THE BACKFILL WITHIN TWO AND ONE -HALF (2-1/2) FEET OF FINISHED PERMANENT GRADE SHALL BE COMPACTED TO NINETY PERCENT (907o) RELATIVE COMPACTION. SUBSEQUENT BACKFILL PLACED BY TAMPING AND /OR ROLLING SHALL BE FREE FROM STONES OR LUMPS EXCEEDING THREE (3) INCHES W 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, JETTING MAY BE USED IN NON- STREET AREAS. BACKFILL TESTING GAAND COMPACTION. TESTING OF BACKFILL MATERIALS AND COMPACTION SHALL BE IN ACCORDANCE WITH SECTION 19, "EARTHWORK" AND SECTION 6 -3, "TESTING ", OF THE STANDARD SPECIFICATIONS, STATE OF CALIFORNIA, DEPARTMENT OF PUBLIC WORKS, DIVISION 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 IS SHOWN ON CITY OF BAKERSFIELD STANDARD S -39 AS MODIFIED ON THE CONTRACT PLANS, EXCEPT THAT COMPACTION WITHIN THE ROADWAY STRUCTURAL SECTION SHALL BE NO LESS THAN NINETY PERCENT (90 %) RELATIVE COMPACTION FOR THE TOP FINISHED 30", AND SHALL BE DETERMINED BY CALIFORNIA TEST METHODS 216 OR 2319 OR ASTM (CURRENT EDITION) D1557 AND ONE OF THE FOLLOWING D2922 OR D1556. IF THE RELATIVE COMPACTION, AS DETERMINED BY TESTING, FAILS TO MEET THE SPECIFIED PERCENTAGE, THE TRENCH SHALL BE RE- EXCAVATED AND RE- COMPACTED. . COMPACTION TESTS WILL BE THE SUBDIVIDERS RESPONSIBILITY. THE NUMBER AND LOCATIONS OF THE TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. STORM DRAIN PIPE. CONTRACTOR SHALL UTILIZE RCP PIPE, CLASS III WITH RUBBER GASKET JOINTS PER ASTM SPECIFICATION C -76, UNLESS OTHERWISE 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 SPECIFICATIONS 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 GASKETED JOINTS CONFORMING TO SECTION 65- 1.068, "RUBBER GASKETED JOINTS ", OF THE STANDARD SPECIFICATIONS. HANDLING OF MATERIALS. ALL PIPE, FITTINGS, SPECIALS AND CASTINGS MUST BE CAREFULLY HANDLED AT ALL TIMES. ONLY SUITABLE AND PROPER EQUIPMENT AND APPLIANCES SHALL BE USED FOR THE SAFE LOADING, HAULING, UNLOADING, HANDLING AND PLACING OF MATERIALS, SPECIAL CARE SHALL BE EXERCISED SO THAT PREFORMED RESILIENT JOINTS ON PIPE AND FITTINGS WILL NOT BE DAMAGED. ANY PIPE OR FITTING WITH A JOINT DAMAGED OR FLATTENED WILL CAUSE THAT PIPE OR FITTING TO BE REJECTED. PIPE LAYING. NO PIPE SHALL BE LAID UN11L THE ENGINEER INSPECTS AND APPROVES THE CONDITION OF THE BOTTOM OF THE TRENCH. PIPE SHALL BE INSTALLED IN STRICT ACCORDANCE NTH MANUFACTURER'S RECOMMENDATIONS. PIPE LAYING SHALL BEGIN FROM THE DOWNSTREAM END OF THE STORM DRAIN OR AS DIRECTED BY THE ENGINEER. PIPE LAYING SHALL PROCEED WITH EACH PIECE LAID TRUE TO LINE AND GRADE, AND IN SUCH A MANNER AS TO FORM A CLOSE CONCENTRIC JOINT WITH THE ADJOINING PIPE AND TO PREVENT SUDDEN OFFSETS IN THE FLOW UNE. AS THE WORK PROGRESSES, THE INTERIOR OF THE PIPE SHALL BE CLEARED OF ALL DIRT AND DEBRIS OF EVERY DESCRIPTION. PIPE SHALL NOT BE LAID MEN THE CONDITION OF THE TRENCH OR THE WEATHER IS UNSUITABLE. AT TIMES WHEN WORK IS NOT IN PROGRESS, OPEN ENDS OF PIPE AND FITTINGS SHALL BE CLOSED. WITH BELLED END PIPE, BELL HOLES SHALL THEN BE EXCAVATED AT EACH JOINT TO FACILITATE THE JOINT OPERATIONS, AND SHALL BE ONLY OF SUFFICIENT SIZE FOR THAT PURPOSE. IN ORDER THAT BELL HOLES MAY BE PROPERLY LOCATED, 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 MATERIAL FROM BEING FLUSHED INTO AN EXISTING STORM DRAIN LINE. CUTTING 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. 11. BORED /JACKED PIP 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. IF THE PIPE AND CASING ARE INSTALLED BY BORING, THE SPACE AROUND THE CASING ALSO SHALL BE BACKFILLED WITH GROUT OR SAND. THE ENDS OF SPACE BETWEEN THE CASING AND THE PIPE SHALL BE SEALED WITH GROUT. THE STRENGTH OF PIPE DESIGNATED IN THE PLANS OR SPECIFICATIONS IS DETERMINED FOR VERTICAL 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, CONSlSiENT 1MTH CURRENT ACCEPTED PROCEDURES. WATER BORING SHALL NOT BE PERMITTED. THE CASING PIPE SHALL BE JACKED NTH SUCH PRECISION THAT WILL ALLOW THE REPLACEMENT OF THE PIPELINE TO THE LINE AND GRADE AS INDICATED ON THE PLANS. UPON COMPLETION OF THE INSTALLATION OF THE CASING AND INSTALLATION OF THE PIPELINE TO GRADE, THE VOID BETWEEN THE CASING OR RC PIPE AND THE EXCAVATION SHALL BE COMPLETELY FILLED WITH SAND, COMPACTED BY THE USE OF AIR - BLOWING SAND EQUIPMENT OR ANY OTHER MEANS ACCEPTABLE TO THE ENGINEER UPON HIS APPROVAL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN A SAFE OPERATION AT ALL TIMES. SHOULD THE TUNNEL HEADING OPERATIONS RESULT IN DANGEROUS OR UNREASONABLE SLOUGHING OF MATERIAL WHICH MAY JEOPARDIZE THE SAFETY OF WORKERS OR THE STABILITY OF THE SOIL AND ROADWAY ABOVE, THE CONTRACTOR SHALL FURNISH AND INSTALL BREASTBOARDING AND /OR FACE CLOSURE WITH - SUFFICIENT JACKS TO INHIBIT THE SLOUGHING AND /OR CLOSING THE WORK FACE. THE CONTRACTOR, BEFORE RESUMING WORK, SHALL FURNISH THE ENGINEER WITH A DETAILED PLAN OF PRECEDING WITH THE WORK, FOR HIS REVIEW AND APPROVAL. ANY AND ALL EXPENSES THEREFORE WILL BE CONSIDERED AS INCLUDED IN THE BID PRICE AND NO ADDITIONAL COMPENSATION WILL BE MADE THEREFORE. 12. MINOR STRUCTURES 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 S -7 AND S -8. DROP INLETS SHALL CONFORM TO THE CITY OF BAKERSFIELD STANDARD S -12. TEMPORARY INLET GRATES SHALL CONFORM TO DETAILS ON THE PLANS. THE PRECAST CYLINDER, TAPER, AND ECCENTRIC FLAT TOP SECTIONS SHALL MEET THE STRENGTH REQUIREMENT OF ASTM. C -478. EACH SUCCESSIVE MANHOLE SECTION SHALL BE SET ON A BED OF PORTLAND CEMENT GROUT OR "KENT SEAL" TO MAKE A WATERTIGHT JOINT, SHALL BE NEATLY POINTED ON THE INSIDE, AND SHALL BE SET PLUMB. 13. ADJUST SURVEY MO., NUMENT ENCASEMENT. SURVEY MONUMENT AND FRAME AND COVER WITH ENCASEMENTS SHALL BE ADJUSTED OR INSTALLED NEW TO FINISH GRADE AT THE LOCATIONS SHOWN ON THE PLANS, IN ACCORDANCE NTH THESE SPECIAL PROVISIONS, AND CfTY STANDARD 5 -29. THE SURFACE OF THE CONCRETE SHALL BE PROTECTED FROM PUBLIC TRAFFIC FOR A MINIMUM OF THREE DAYS. . AT THE OPTION OF THE CONTRACTOR, MINOR CONCRETE CONTAINING A MINIMUM OF SEVEN SACKS OF CEMENT PER CUBIC YARD MAY BE USED AND THE TIME REQUIRED FOR PROTECTION OF THE CONCRETE SURFACE FROM PUBLIC TRAFFIC SHALL BE REDUCED TO A MINIMUM OF ONE DAY. THE MONUMENT WILL BE SET BY OTHERS. THE OWNER WILL PROVIDE SURVEYS. CONTRACTOR SHALL GIVE THE OWNER 24 HOURS NOTICE WHEN SURVEYS ARE REQUIRED. ANY MONUMENT FRAME OR COVER DAMAGED BY THE CONTRACTOR OR HIS OPERATIONS SHALL BE REPLACED BY THE CONTRACTOR AT NO COST TO THE OWNER. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED %THIN ACCEPTED STREET RIGHT -OF -WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, A DEPOSIT BASED ON APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT -OF -WAY AND INSURANCE SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. 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TOP OF MANHOLE "q ;!7�� I l-, " r !. ��7;�; %4'� E;;& ,.N %"' ) �'� : � .� "--" -�.d _�- k:�� � .10L - 0 ''_�' , I ) , � . I - & 4j:,-f .� . 0 -/.-- P -a -Z-- .� - a.; 4 '', r W M'sto I B.C. BEGIN CURVE EX. EXISTING .1 TS , .. 0- �.* %6 - '%S- (34z� 49 C�Yc_ e-. - , .. 11q. ;j� , t.> %j 0, � %.ol • r- IV­ 1%ft !a% ��Q.- . , 'r., I I . 1. � E.C. END CURVE - - .1 m ..: - ,e-- w . � r =No m H.P. HINGE POINT LE 4i .""" ..... � - -l' .. - "�* IL QEND-P (CON '74j %, \\. � do - _"_...;l­ � ".." � . ,,*- e Jil% %,-A 1. , � _�, .1 I 6 !- (10 1�1 -4-- . %A -5- en ,7 ...' I-- ...... ­ ,- � �.. . • * �� "'?ev- _--'_�_1­'_ - . ' -.0-04 .:. P.I. %." PANT vr 11141tmmk,"Um . , I- - - f ♦ ­6 -)c 14Av�, xt� C=�� I r I I',-,-,- _"'" ,-.. u, . *" ___ - -'----D - EXISTING STORM DRAIN LINE \U"" " 6 SP C�_ t.tj. LVUL V rAVLMLNI '� - ..- - 8 -..A � - �'�� �.'.; 0- cr 6gL . rp -z'_ . 0 m I 4 .' � AL CURVE I - Al INV. INVERT 'v , '.1111-0111 .... I tp d3 1 ...I.. - QD .�r . - ... ... ao - - - . #I '­' \ . Y, I CA_'�:' � , - ---' .- _­ W_ 'o 'M C%% , - ___ . ,,, . 1-. . +CA -, I . - ­ _­ �Al , _z_ .. - �'. : ,-� ,.­­ � �_ 000''. ...... .%_ ��"V .'s _(.5 cl� • cot 0. VI_ . It?. 0. -Zr %-- C:;)� M.H. MANHOLE ELEV. ELEVATION ­__ �. . -"' ' ­ ': , . M .& " - . 0, \X'� ­. .' '. : �' -!::�. .4 ��' .r � � ., . _ , �6'_ -'-, - 10 STAm 11+42.39 CsLo TO STAw 25+02.02 CaLm s ----- EXISTING SEWER LINE " , . 11- : �1�1' � 11_­­' _ ".�' . . • _ , 1- ,._ � - _­ R..... * -z' 'A to ,r---- .4 . d. cr- 4-- N _." ' , � ., I o co S RUC ON NOTES. . 511 _'..' ': t E.T.W. EDGE OF TRAVEL WAY . -_-­�-w '. I 0"R!7_.'.(l . PIPE " owo ... _'_ '..'� ­,". 1-1-11 :­__._.:_ ...... ,P%--*. 'k C�_' -::� o _tnl� kn - © -.- '' - _w ---- EXISTING WATER LINE . - _:���'.__ .. ... ... _­ + ' ", .111�'� ­..:... � �'_, 0 i 'r-_!zA - ENCSD EAST NILES COMMUNITY SERVICES DISTRICT Cl � HIGHLAND KNOLLS DRIVE- PAVEMENT TO BE ' - �+_ - __. \ _.- ... " " Jr - , ) SCALE: 1" = 50' HORIZONTAL �� , . ... :?l . .... _ ­...'_ , -0- \--- -6 4 Ar- L> - • un * 1% - \_": p , .' __:4 .r- f'W� I I 9 ,�_15;�:� _'�� ­."Icaa-, ­ 441 -4 - ;-A 12� i 11 - rt.. I VERTICAL o • ,CAC (o 'm so D U.,% A.U. OVER 1.10 CL 11 AGG. BASE OVER -0 'l I ) EXISTING SURVEY MONUMENT FURNISH & INSTALL SEWER LINE 0- V�7 0_1 to 'r I %,x.s PER C.O.B. STANDARDS VIA A- &% 0 EXISTING STORM DRAIN MANHOLE 0.50' COMPACTED O.G. TO BE COMPACTED TO P-. & & I . L7 , -- lllllj� 5 - FURNISH & INSTALL SEWER LINE '.'t . �IIIIIIIIIIIIIIIIIIIIII1111.01111111111,�'I ......... ," �w��illillillillillillilliillillillI (S EXISTING SEWER MANHOLE STANDARDS 95% RELATIVE DENSITY 'oL ja�- Nt-.�� KIRKCALDY DRIVE- PAVEMENT TO BE * . \t� EXISTING FIRE HYDRANT . (p - - - - - - - PROPOSED SAWCUT LIMIT LINE, 0.20' A r MVP n Rs;' rl 11 Ar-r- MA4zr OVER 0 0 0 0 0 - - - - - CENTERLINE 0.50' COMPACTED O.G. TO BE COMPACTED TO - - � - - - � - - BOUNDARY 95% RELATIVE DENSITY -,*- - - � �."_ - RIGHT OF WAY LINE ( ) SALVAGE FOR REUSE EXISTING ------------------------------------------- STREET BARRICADE. � -CA - ,fh PROPOSED EDGE OF PAVEMENT ( ) SAWCUT EXISTING E.P. 1' BACK OR AS ---'�" EXISTING CONTOUR LINE DIRECTED BY ENGINEER. 2' INTERVAL ( ) INSTALL STANDARD TYPE Ill BARRICADE- q) ITEM OF WORK - SEE SCHEDULE . SEE ON SHEET 4. SECTION - .- . 16 ,INSTALL CONCRETE COLLAR PER C.O.B. I ...-. DESIGNATION STANDARD DETAIL D -19. SEC'nON LEM 7 - OT USED. iL. . lmmmmmwmmmm � i � � 2 - SHEET WHERE SEC'nON IS SHOWN l_______ 1 1 . I _� . " I I I I I i 0 1 3 I # I I I I - I I I . . I if " f 1 770 __ - - ______ I . - _Qo__________+__________._ 11 i ------- -t- -------- - w rl%-. 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FILL MATERIAL SHALL BE PLACED IN LAYERS WHICH, t>l WHEN COMPACTED, SHALL NOT EXCEED SIX (6.0) INCHES * IN THICKNESS. EACH LAYER SHALL BE SPREAD EVENLY KIRKCALDY DRIVE I EXISTING SURVEY MONUMENT EXISTING STORM DRAIN MANHOLE EXISTING SEWER MANHOLE EXISTING FIRE HYDRANT I EXISTING STREET LIGHT EXISTING WATER VALVE FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STANDARD DETAIL ST-13. ­.- 7 I , I .. . - I _� . - p ­ I . _ � I - �w- � ­- - �- * -I "._ - - _. -R - _� - ". . I_ AND IrIVKUUk7tlLT MIXED IJUKIRIL7 Inr_ af-Mr-AU11"W" 1v NO.- _1 0. :_:'wl, I - ,_ - 1_ -1 0 FURNISH & INSTALL TYPE "Am SEWER MANHOLE ... �' , -I_ I . ...' , ­ Itr ­_ ­__ ­­_­ ... �.­'­­ ........ B I. ' .; ... 11--" ...-. ­ �.-_ .,, _. I—— Q - - 5­­1 ,_. ___... INSURE UNIFORMITY OF MATERIAL IN EACH LAYER. SECTION I I - , . .. TOP -,.-. ' - .. - - __ -%..,.- I - � __ , _ -1 . ..... ­ � _. .. ..' '... ­_., PER ENCSD STANDARDS. .. ­ . 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I ..-. 12" MUST BE COMPACTED TO 95% RELATIVE . ..� 11., 's __.".� , , ,".... � . ....... . � ..... - ­_ � 1-�,,�'�l"-"-":-,�.�,-......%,L.%- SCALE 1"=1 O* HORIZ. 4 ��_ I , �.' ...' IIIIIIII %. _.' .- _..' _� .. ­ . ­ � " 11 _. .. � � ­_ _ ." ..... 11.1, � ... ... � �'.. -.11, - _.. __.. ,- �.__ ---*-- DENSITY.-REFER TO SOIL REPORT INDICATED ON SHEET 1. (!o .. :­ .1, _' ­.­,­­.__ WITH .- , .1, I . 0 FURNISH & INSTALL STORM DRAIN MANHOLE W ,_­'..�_. .1.1. I., I.. 7: .... 1%4.' . ­_ I__ '_�.. ___.._;___ I ­ � _.­ , - I -1 .1 .: .1 ,.' vft-I I 1.t I ... _- -, .."..' -SEE DETAIL D ON SHEET 4. ' '. . . � GRATED LID ­' '.' . ­�.. ­ *1 ­_ '..'_ ..._..__ __ . . , '4. .1 ',.� -, . .. ­-.1-1.1­1 ,"', ___""_%'___'-'I . � I."-- ' .'�' '., � �­ � I ''.'.. ... 1 FURNISH & INSTALL METRO STREET SIGN PER C.O.B. . '_ - ' - '. .. I ­ ­_... ,.. .'_ , _.. , � . STANDARD DETAIL T-2. 4 .%, _ , . ,�. �.' ." .. ­­- 1, ... �' --- EXISTING STORM DRAIN LINE R/W p ) - I , ­ ­­ - � - I I _.� 4IIIIIIIIIIIIIIIIII�__ - .'_1­11.­j`__­ ---..,.. I � �'. � .10I --l- --- _ - ­ I 1% ­ !1% -.1 - . 30 30 S I- ­ . I %re__.'__ . ' ' '.. ' ­�__ '_. --- - q.... �'. �­_"_ / I . ..... e"".j_ _ I ....... :%.%_... %­.._..'. �".' ." . am ___ � ---- ------ EXISTING SEWER LINE , _ � 00, '' 01 I . F .1. ­- _.. , - �0! - � I _.. _....%. _'..., � I 11 ­ - - tj I ., � , �. � ., _'. , � ­ �.. _. . I I I I w __ __ - ___ - EXISTING WATER LINE � . IF u Pol S N _') ,.%, .. I __ '' , . *r , I., � r # I ' '. .. �_ ­ - - . 5 5 , --.�-',' �. 54ovr ­-----�� 5 20 - I FUTURE 4.5 EXISTING 4 . w � f, ..."-: . � -i- 5t -i . 20 -1 - .1 1. - - - � ...) __. , IV - owl-" � I -, . - �­__ - � .; IV_ � COMBINATION � � '.. ' '1_._____­ __ - : GROUND D FURNISH & INSTALL SEWER LINE - ­_ 21 .­.'� '­1 ov? - ­ , ,-'I-- �_ .. 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QZ J.w - J;� ��: - . i Z-w APPLY GROUT 698 - ...- - ___Awz�x�'j 1698 698 - - -!--__� 698 I - CMP RISER 696 ----,-,-- - 696 696 "! 696 INLET STRUCTURE INSTAL 12.00 AF lJS &L 19.00 AF I rc_'I 18'w R& I-RCP DRo UN 18 RGif-RCP DR /N I I DETAIL "C", k,,4� 694 0 717X 694 6941 -.0 21X : - -- ­- 694 SCALE: NONE SECTION m"IIIIIIIIIIII` rE -_' Il SECTION - E-2 ' SCALE 1" =5Q' HORIZENTAL k, SCALE 1"=501 HORIZONTAL\,I 4 14& J"-5'., VERTICAL - _5' VERTICAL .& ..& - 1 " I i 1111'11111 .- 11_� I.- F100, 1-1w ..01 _�' _� I , IIIIIIIIIIIIII, ' -4, . 0-ow .01p rte- __1` • ..- __ . , - ---.,, �' .......... �'\ -1.1, 0­1 .0� - -_ - I- I!C'k v P� '� N", I I I ,----' � ' .'? o:�ili ri - . - \ ? , �' �' - c I-A \ '\4- G �CjA P�_ ,I .\.I• �\ % 50 \ I A p" • I *1 V'..? - III`\ Ar I -�\ I - " \ ._% \\ � em � , '\ Ilic�� . ...... "� I II -5 1 ONS tirob �' 'd-\ \ ' z I \4�"' ­­ J Ilk< L' ""� NvC17 � 400 A 1 1 000� \'___�' k"o, I A' " � I >c \ * %a 1-/. I - , I � 11 ;' i - i ft - %00 4mx4* *VO0 POST (NOMINAL) .;. .�" -_-��V'0' L.L:1 ' 0 b. . oel< e 't PORTLAND CEMENT - ___11' D'._ ..- \ \ -e -, - ' - , 5 ?� dew - - I OR 2" LD. STANDARD WT --'.._' .'�'_' .." ,,--. . ", '11,; � . 15 16 , �'­'. .1--".- ".r.' 11 I I . - t CONCRETE I -1--f ot '_� 36 GAL VA NIZED PIPE. " .._1 ' 0 g N$ 2 * MIN. - - 2 P MIN t; . a 1_c� I - - a �fo .- .. "ck\ 10' MAX 10* MAX 1111 , i * '� ol 1-11 . -_ I? I � b \ ' --- NOT NOTES., &� 0 > •c .\-- I I t c Iri4 rj * 4 �� "�,.' "� u - 1. MARKINGS FOR BARRICADE RAILS SHALL BE ORANGE AND WHITE STRIPES (SLOPING A T 0 . k � ��- ' U ,,Illl,,Iilill�l�ll""I'll"llll�l�1111 - 11_­' � . _��_' I 1­1: ... : .. . .. �� f ..'� --*- ." AN ANGLE OF 451. _'_ - be \ , . 1\ .'� '- ___1 .''..' ' 'x\ 1� IV .­- - * 2. THE EN71RE AREA OF THE ORANGE AND WHITE RAIL SHALL BE REFLECTORIZED AND n )I, -1-1 '-'' \_ ��"' �-- , SHALL MEET 7HE FOLLOWING MINIMUM DRY REFLECTANCE VALUES AT 0.2 AND 0.5 1 u I/ , -I", -_ . -_ p. DEGREE DIVERGENCE EXPRESSED IN UNITS OF CANDLEPOWER PER FOOT CANDLE PER . _� I T %O ,, . -_ -c"I I _' .- .1� '� . SQUARE FOOT, AS MEASURED AT A DISTANCE OF 50 FEET FROM THE LIGHT SOURCE. �'------'�j i ---,,-- - 1 .41 1 _II3i. 0 THE WET REFLECTANCE VALUES SHALL BE A MINIMUM OF 90 PERCENT OF THE DRY - ____�-- __---t- 10-1 f.> %l VA L UES. THE pREDOMINA 7E COL OR FOR 0 7HER BARRICADE COMPONEN TS SHALL BE I---- 11_1'�_ - �"___" __ '_�_' 6 . 1�o . I— 1\ _,- ( / \1 - logo' I m C-i -11 WH/ 7E 11-1 . x _-) * C-I L5* A '\1A ) lx� 64 j � _� I i C6 c'-% ".- -7. -e . SECTION 5 7 TIMBER STRUCTURES TURES" OF THE S TA NDA RD SPECIFICA TIONS CURRENT T ' 4 - J, .. C . __"_� -�� I 0 *III­ • ��, �_' / I .9c co - ED/770N,, SHALL APPL Y ALL TIMBER TO BE DOUGLAS F7R CONSTRUCTION GRADE S4S. _­1" oov....IIIIIIIIIIIII�, �' 44 A!L 0 1 0 JM I_--- doo, / I - . RAILS SHALL BE NOMINAL 2'p**x8" OR 2x . ._*1 ...-II' / I - f- RA STANDARD IYFE Ill 1' j"-I I _ - It BARRICADE _ '- . 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A - --- I . 1 ---------I- 1 -_ - ------- _ ---- / .... , LIM— i 1­31 _h!F t ------I------ - ,-- --- - - I I F_ i- I I 0I I 1 I I I 4 I I INS L L 59.50 t tF I INS7kL 1 172. LF OF - i In I i 4VSTALL 2 215.82 L I I I '/`IIIIIIIIIIIIIIIIIIIIIIIIIIIII��� I It I I I - . ff 4 w w I WI 4 � . - - I - I � . . / m /-- h V- j - I i I I 1 DRAW 0 02 I F- I 1 i I i i I I � I I I I 11 I - I I I I I I ; I I I I i 9 10 REVISION ' f Jv Ll" I V L.- APPROVED BY: . 1111i / . 4... Z. BCAINE NEPTUNE R.C.E. 55102 EXP. 06/30/14 11 .1 I %_ 100 REVISION � 001"'oh APPROVED BY. I - � /1-1 46k&__AIIIIIIIIII� !�e *P,C �7 - �AAIAN SHAW " 't-rY. I Vfoo"'- - DATE R.C.E. 32178 EXP. 12/31/14 1 12 16 14 . CONSTRUCTION, NOTES: , () HIGHLAND KNOLLS DRIVE- PAVEMENT TO BE 0.30' A.C. OVER 1.10' CL 11 AGG. BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY OKIRKCALDY DRIVE- PAVEMENT TO BE 0.20" A.C. OVER 0.65' CL 11 AGG. BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 3� REMOVE AND . 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QZ J.w - J;� ��: - . i Z-w APPLY GROUT 698 - ...- - ___Awz�x�'j 1698 698 - - -!--__� 698 I - CMP RISER 696 ----,-,-- - 696 696 "! 696 INLET STRUCTURE INSTAL 12.00 AF lJS &L 19.00 AF I rc_'I 18'w R& I-RCP DRo UN 18 RGif-RCP DR /N I I DETAIL "C", k,,4� 694 0 717X 694 6941 -.0 21X : - -- ­- 694 SCALE: NONE SECTION m"IIIIIIIIIIII` rE -_' Il SECTION - E-2 ' SCALE 1" =5Q' HORIZENTAL k, SCALE 1"=501 HORIZONTAL\,I 4 14& J"-5'., VERTICAL - _5' VERTICAL .& ..& - 1 " I i 1111'11111 .- 11_� I.- F100, 1-1w ..01 _�' _� I , IIIIIIIIIIIIII, ' -4, . 0-ow .01p rte- __1` • ..- __ . , - ---.,, �' .......... �'\ -1.1, 0­1 .0� - -_ - I- I!C'k v P� '� N", I I I ,----' � ' .'? o:�ili ri - . - \ ? , �' �' - c I-A \ '\4- G �CjA P�_ ,I .\.I• �\ % 50 \ I A p" • I *1 V'..? - III`\ Ar I -�\ I - " \ ._% \\ � em � , '\ Ilic�� . ...... "� I II -5 1 ONS tirob �' 'd-\ \ ' z I \4�"' ­­ J Ilk< L' ""� NvC17 � 400 A 1 1 000� \'___�' k"o, I A' " � I >c \ * %a 1-/. I - , I � 11 ;' i - i ft - %00 4mx4* *VO0 POST (NOMINAL) .;. .�" -_-��V'0' L.L:1 ' 0 b. . oel< e 't PORTLAND CEMENT - ___11' D'._ ..- \ \ -e -, - ' - , 5 ?� dew - - I OR 2" LD. STANDARD WT --'.._' .'�'_' .." ,,--. . ", '11,; � . 15 16 , �'­'. .1--".- ".r.' 11 I I . - t CONCRETE I -1--f ot '_� 36 GAL VA NIZED PIPE. " .._1 ' 0 g N$ 2 * MIN. - - 2 P MIN t; . a 1_c� I - - a �fo .- .. "ck\ 10' MAX 10* MAX 1111 , i * '� ol 1-11 . -_ I? I � b \ ' --- NOT NOTES., &� 0 > •c .\-- I I t c Iri4 rj * 4 �� "�,.' "� u - 1. MARKINGS FOR BARRICADE RAILS SHALL BE ORANGE AND WHITE STRIPES (SLOPING A T 0 . k � ��- ' U ,,Illl,,Iilill�l�ll""I'll"llll�l�1111 - 11_­' � . _��_' I 1­1: ... : .. . .. �� f ..'� --*- ." AN ANGLE OF 451. _'_ - be \ , . 1\ .'� '- ___1 .''..' ' 'x\ 1� IV .­- - * 2. THE EN71RE AREA OF THE ORANGE AND WHITE RAIL SHALL BE REFLECTORIZED AND n )I, -1-1 '-'' \_ ��"' �-- , SHALL MEET 7HE FOLLOWING MINIMUM DRY REFLECTANCE VALUES AT 0.2 AND 0.5 1 u I/ , -I", -_ . -_ p. DEGREE DIVERGENCE EXPRESSED IN UNITS OF CANDLEPOWER PER FOOT CANDLE PER . _� I T %O ,, . -_ -c"I I _' .- .1� '� . SQUARE FOOT, AS MEASURED AT A DISTANCE OF 50 FEET FROM THE LIGHT SOURCE. �'------'�j i ---,,-- - 1 .41 1 _II3i. 0 THE WET REFLECTANCE VALUES SHALL BE A MINIMUM OF 90 PERCENT OF THE DRY - ____�-- __---t- 10-1 f.> %l VA L UES. THE pREDOMINA 7E COL OR FOR 0 7HER BARRICADE COMPONEN TS SHALL BE I---- 11_1'�_ - �"___" __ '_�_' 6 . 1�o . I— 1\ _,- ( / \1 - logo' I m C-i -11 WH/ 7E 11-1 . x _-) * C-I L5* A '\1A ) lx� 64 j � _� I i C6 c'-% ".- -7. -e . SECTION 5 7 TIMBER STRUCTURES TURES" OF THE S TA NDA RD SPECIFICA TIONS CURRENT T ' 4 - J, .. C . __"_� -�� I 0 *III­ • ��, �_' / I .9c co - ED/770N,, SHALL APPL Y ALL TIMBER TO BE DOUGLAS F7R CONSTRUCTION GRADE S4S. _­1" oov....IIIIIIIIIIIII�, �' 44 A!L 0 1 0 JM I_--- doo, / I - . RAILS SHALL BE NOMINAL 2'p**x8" OR 2x . ._*1 ...-II' / I - f- RA STANDARD IYFE Ill 1' j"-I I _ - It BARRICADE _ '- . 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I I - .a - �z 714 1�-- 714 714 714 ; I - I IN --I I I -f- f . 1 ­ -."- ""'-' L -�'-' "' " -, . � .:''_'."1_'_..�' 712 ---.------ -- _J 712 712 Lil -_ 11 ___712 "I �".,,-.]�'r---.�.--.-�,�--";-,"---'I i , ' ., 1-­- . L A. 3, I I I . 710 1 a - 1710 710 -----,.,---,. . 1710 i f - I il -1 it I QQ;R: I L I I �_ I - i .4% ­_ � .1 . %, d --� 708 APPLY GROUT 708 - *'\ __mp.3 I I coz I n.".1111K I I * I I - I % 18" RGJ-RCP - - - --- � __ �-z -q- .1".14. r_% -- 706 DRAIN LINE 706 1-- ' :-N: - 1 706 706 � �� R5 i * I &Q)II CS a * I v_! Q k .v c 1,00 (n it % a 4 & - 704 - to ze e,I u-% c% cf%_ - . _ ..'I . zx III - 704 * i %wi n V-z CN s 704 ZIT - Z_ I att"Il III`IIIIIIII. It ooi - ,%%a 2� -Qzt I" ;�_: * v' I ) IVC . 3t__ - - CJ 10". I%% 0-I ?:z R __ - __ _____ _.__!� .----- 702 702 ' - a i... *It f j._____2� W, k C% ;t *+# , V... A "I >: • v N: -a- . ,Lr..w, P's w v.j �'r 700 - g.z'- _-.-' I 700 1 'Il . III LQ • � I (n I , *N: --Z.: . QZ J.w - J;� ��: - . i Z-w APPLY GROUT 698 - ...- - ___Awz�x�'j 1698 698 - - -!--__� 698 I - CMP RISER 696 ----,-,-- - 696 696 "! 696 INLET STRUCTURE INSTAL 12.00 AF lJS &L 19.00 AF I rc_'I 18'w R& I-RCP DRo UN 18 RGif-RCP DR /N I I DETAIL "C", k,,4� 694 0 717X 694 6941 -.0 21X : - -- ­- 694 SCALE: NONE SECTION m"IIIIIIIIIIII` rE -_' Il SECTION - E-2 ' SCALE 1" =5Q' HORIZENTAL k, SCALE 1"=501 HORIZONTAL\,I 4 14& J"-5'., VERTICAL - _5' VERTICAL .& ..& - 1 " I i 1111'11111 .- 11_� I.- F100, 1-1w ..01 _�' _� I , IIIIIIIIIIIIII, ' -4, . 0-ow .01p rte- __1` • ..- __ . , - ---.,, �' .......... �'\ -1.1, 0­1 .0� - -_ - I- I!C'k v P� '� N", I I I ,----' � ' .'? o:�ili ri - . - \ ? , �' �' - c I-A \ '\4- G �CjA P�_ ,I .\.I• �\ % 50 \ I A p" • I *1 V'..? - III`\ Ar I -�\ I - " \ ._% \\ � em � , '\ Ilic�� . ...... "� I II -5 1 ONS tirob �' 'd-\ \ ' z I \4�"' ­­ J Ilk< L' ""� NvC17 � 400 A 1 1 000� \'___�' k"o, I A' " � I >c \ * %a 1-/. I - , I � 11 ;' i - i ft - %00 4mx4* *VO0 POST (NOMINAL) .;. .�" -_-��V'0' L.L:1 ' 0 b. . oel< e 't PORTLAND CEMENT - ___11' D'._ ..- \ \ -e -, - ' - , 5 ?� dew - - I OR 2" LD. STANDARD WT --'.._' .'�'_' .." ,,--. . ", '11,; � . 15 16 , �'­'. .1--".- ".r.' 11 I I . - t CONCRETE I -1--f ot '_� 36 GAL VA NIZED PIPE. " .._1 ' 0 g N$ 2 * MIN. - - 2 P MIN t; . a 1_c� I - - a �fo .- .. "ck\ 10' MAX 10* MAX 1111 , i * '� ol 1-11 . -_ I? I � b \ ' --- NOT NOTES., &� 0 > •c .\-- I I t c Iri4 rj * 4 �� "�,.' "� u - 1. MARKINGS FOR BARRICADE RAILS SHALL BE ORANGE AND WHITE STRIPES (SLOPING A T 0 . k � ��- ' U ,,Illl,,Iilill�l�ll""I'll"llll�l�1111 - 11_­' � . _��_' I 1­1: ... : .. . .. �� f ..'� --*- ." AN ANGLE OF 451. _'_ - be \ , . 1\ .'� '- ___1 .''..' ' 'x\ 1� IV .­- - * 2. THE EN71RE AREA OF THE ORANGE AND WHITE RAIL SHALL BE REFLECTORIZED AND n )I, -1-1 '-'' \_ ��"' �-- , SHALL MEET 7HE FOLLOWING MINIMUM DRY REFLECTANCE VALUES AT 0.2 AND 0.5 1 u I/ , -I", -_ . -_ p. DEGREE DIVERGENCE EXPRESSED IN UNITS OF CANDLEPOWER PER FOOT CANDLE PER . _� I T %O ,, . -_ -c"I I _' .- .1� '� . SQUARE FOOT, AS MEASURED AT A DISTANCE OF 50 FEET FROM THE LIGHT SOURCE. �'------'�j i ---,,-- - 1 .41 1 _II3i. 0 THE WET REFLECTANCE VALUES SHALL BE A MINIMUM OF 90 PERCENT OF THE DRY - ____�-- __---t- 10-1 f.> %l VA L UES. THE pREDOMINA 7E COL OR FOR 0 7HER BARRICADE COMPONEN TS SHALL BE I---- 11_1'�_ - �"___" __ '_�_' 6 . 1�o . I— 1\ _,- ( / \1 - logo' I m C-i -11 WH/ 7E 11-1 . x _-) * C-I L5* A '\1A ) lx� 64 j � _� I i C6 c'-% ".- -7. -e . SECTION 5 7 TIMBER STRUCTURES TURES" OF THE S TA NDA RD SPECIFICA TIONS CURRENT T ' 4 - J, .. C . __"_� -�� I 0 *III­ • ��, �_' / I .9c co - ED/770N,, SHALL APPL Y ALL TIMBER TO BE DOUGLAS F7R CONSTRUCTION GRADE S4S. _­1" oov....IIIIIIIIIIIII�, �' 44 A!L 0 1 0 JM I_--- doo, / I - . RAILS SHALL BE NOMINAL 2'p**x8" OR 2x . ._*1 ...-II' / I - f- RA STANDARD IYFE Ill 1' j"-I I _ - It BARRICADE _ '- . I NO SCALE DETAIL AA SCALE: 1**-20* \IIII,s-4 776 774 772 770 768 766 764 762 760 758 ass 754 752 750 748 746 744 742 m 0 to I to t _ a) w < -q- D- VIIIIIIIIIIII� 0 z do C-) w 14- Z Q I < < 'q- w 1 00 ir-) ,--, I v-- T_ w (o E ('o o (j) *"I N orf w v < m I � I I00 N V_ P) "*IIIIIIIIIIIIIIII, 0 0 . 044 Ir- T_ NII 0) 0 6 Z a a :3 _J V) $: 9 co a i !e I I * qd C-4 " I __� CN vi ':!:r Pr) C) -1.1 ..'j- �3 pr) III _pI . fe) I 6 ujto IIIIIIII� # U6 b, 0 * t &_ z: Q- 0- ui 0 18 * .. I DIG T Call: TOLL FREE I 1- 800 - 227 -2600 I � I � I � . AT LEAST M DAYS �� BEFORE YOU DIG UNDERGROUND SERVICE ALERT % OF SOUTHERN CALIFORNIA .. I .. w < m >_ = = = 00 M __(n j I cn I VI ('n . 6 6 w m W . U) a I C) z Q c-I = o" Z zte (-> W :;z En W, L" m .4- 75 in C.) m W �_ Q w W (A = fa_ ,.r- " cn V) V) ca , 4 mm 4M_ 66-,"" Cj %_.; # LAJ LIJ LAJ w . C1_ 42) La' c L (/) LAJ 5 LLJ d co t a iQ C-4 to) w- C) tJ . . . . . . . . . 0) z 1 < .j a5 an LL 3 LL Ac co 0 W. w a UJ F < qt a > 0(00 0 Tm 1•m 0 * cs) vm co co a a >- ` 0 0 Z 44L �j z pw < =) CL Z 0 wm < ui 2 �d IM 2 UJ c1c > r , mi 0 he a c!) w ir CL 0 a cr < F' CL W uj W) R w to Go 1h re) 0) 9 ". J .L1_ < cl 0 0 4.0 2 < I I w I w � m � � to I UL 0 IU � N 9 742 i- 11 ii I I -FAFAFAFAW, I AV-Aff AVAVAFAVIAF-AVIA Ar'A I i � � - i R I ' - I "I � ir�-"'ffM­' ­ , " r "� - ff -i -" -' ff , ff--�-ff �' -.7, "I An _':ililw'��. , �'_ " 'A­.',,'Aff"".'---'�' " �dff'7�A P.-7- 'A ,7" - T%.f ir- _'�ff lrl__�ff­ AV 'Aw', �'Aw' � -,A - - ; '�A'ff ' .. I � 70 11 1.1 i 7ou III � I i .11 3 ) 11 776 774 772 770 768 766 764 762 760 758 756 754 752 750 748 746 744 7A . I I F ' _� ------ - I I � Q - i . 0 i I �I __ . I ,-APPROXIMA' RNISHED - ___ 0::bs I I .11110I DE AL DRAIN 41NE r / I I � I -_ -I - I , � I v i I cr_ / I �! I I I � I I I - I I I I I I I . I I - _____ I - -_ - do r i i I I 1 1 1 1 ---4-- 1 1 1 4v, flo 1 i I I i8 - I __ - hRAIN 1w I f . I I I i I I I I I I I I I I It I - . I III I 1 I I 3t !� � ) I C* A I - i - ---- ----- Sm.; ; - - Lei - - - - _______t_____ zt! '7 1 . I I .qj OR :0 cw/� (* 11 i 4 QQt� 'c ' W -'i ' (i :gz - ci I It 0, 4 - # It 3 _z i--I------ --- -_ I I I -RI ) j5� ct� I Q_ c "z ZNF) I I 1 g zs� • �h: �g :Q:1. 4I 11 En Q_(� ;!� z:1: - II I i . "�b_ C_�� �§ '0I ' . - I I I C.-ad C/) C/; z ;� I In - .. I--- 1 ----t---, - I , I- I ! 7 IIIII- _1I I I ._�.. ------- - - t.-V * uu fj I 18' RGJ' RCP DRAW ® 52X I I I I i SECTION *'d '* . rD"II"IIIIIIIIIIIIIIIIII\ SCALE 1 of=50* HORIZONTAL 4 SCALE 1 " =5' VERTICAL UD TO BE 1/4° TE 10 - -.I------I-- -724 FASTENED TO CMP WITH 3/8 724 APPROX. FINISHED I APPROX FINISHED I— RIVETS, SPOT WELD, OR TACK -,6RADE ALONG * . GRADE ALONG WELD AT 1/8 POINTS OR BETTER. E k - If r . 4 I.-o'---or DRMI AU __ JZZ UA � " ------/-- q­IIII­ # 1 722 t / / I I I . PROVIDE 4 - 12"xl 6* 720 1 /�___--- ---.- I I - 720 . - . OPENINGS W/ 12" 1 ' / �kj i I I == SEPARA11ON BETWEEN / .0I I I -- / --I OPENINGS NTH 1/2" 718 � -�-- . - I � 718 718 1 R - ' 718 DIAMETER BARS NOT / I - U) 1 / C, - : I I MORE THAN 2" O.C. d A I lq� . Q 1 716 ---- - I - 1716 716 . - --.;;t I----.---] 716 1 36"O 0 li? i * Z I 1% Ne ---. " . I I - .a - �z 714 1�-- 714 714 714 ; I - I IN --I I I -f- f . 1 ­ -."- ""'-' L -�'-' "' " -, . � .:''_'."1_'_..�' 712 ---.------ -- _J 712 712 Lil -_ 11 ___712 "I �".,,-.]�'r---.�.--.-�,�--";-,"---'I i , ' ., 1-­- . L A. 3, I I I . 710 1 a - 1710 710 -----,.,---,. . 1710 i f - I il -1 it I QQ;R: I L I I �_ I - i .4% ­_ � .1 . %, d --� 708 APPLY GROUT 708 - *'\ __mp.3 I I coz I n.".1111K I I * I I - I % 18" RGJ-RCP - - - --- � __ �-z -q- .1".14. r_% -- 706 DRAIN LINE 706 1-- ' :-N: - 1 706 706 � �� R5 i * I &Q)II CS a * I v_! Q k .v c 1,00 (n it % a 4 & - 704 - to ze e,I u-% c% cf%_ - . _ ..'I . zx III - 704 * i %wi n V-z CN s 704 ZIT - Z_ I att"Il III`IIIIIIII. It ooi - ,%%a 2� -Qzt I" ;�_: * v' I ) IVC . 3t__ - - CJ 10". I%% 0-I ?:z R __ - __ _____ _.__!� .----- 702 702 ' - a i... *It f j._____2� W, k C% ;t *+# , V... A "I >: • v N: -a- . ,Lr..w, P's w v.j �'r 700 - g.z'- _-.-' I 700 1 'Il . III LQ • � I (n I , *N: --Z.: . QZ J.w - J;� ��: - . i Z-w APPLY GROUT 698 - ...- - ___Awz�x�'j 1698 698 - - -!--__� 698 I - CMP RISER 696 ----,-,-- - 696 696 "! 696 INLET STRUCTURE INSTAL 12.00 AF lJS &L 19.00 AF I rc_'I 18'w R& I-RCP DRo UN 18 RGif-RCP DR /N I I DETAIL "C", k,,4� 694 0 717X 694 6941 -.0 21X : - -- ­- 694 SCALE: NONE SECTION m"IIIIIIIIIIII` rE -_' Il SECTION - E-2 ' SCALE 1" =5Q' HORIZENTAL k, SCALE 1"=501 HORIZONTAL\,I 4 14& J"-5'., VERTICAL - _5' VERTICAL .& ..& - 1 " I i 1111'11111 .- 11_� I.- F100, 1-1w ..01 _�' _� I , IIIIIIIIIIIIII, ' -4, . 0-ow .01p rte- __1` • ..- __ . , - ---.,, �' .......... �'\ -1.1, 0­1 .0� - -_ - I- I!C'k v P� '� N", I I I ,----' � ' .'? o:�ili ri - . - \ ? , �' �' - c I-A \ '\4- G �CjA P�_ ,I .\.I• �\ % 50 \ I A p" • I *1 V'..? - III`\ Ar I -�\ I - " \ ._% \\ � em � , '\ Ilic�� . ...... "� I II -5 1 ONS tirob �' 'd-\ \ ' z I \4�"' ­­ J Ilk< L' ""� NvC17 � 400 A 1 1 000� \'___�' k"o, I A' " � I >c \ * %a 1-/. I - , I � 11 ;' i - i ft - %00 4mx4* *VO0 POST (NOMINAL) .;. .�" -_-��V'0' L.L:1 ' 0 b. . oel< e 't PORTLAND CEMENT - ___11' D'._ ..- \ \ -e -, - ' - , 5 ?� dew - - I OR 2" LD. STANDARD WT --'.._' .'�'_' .." ,,--. . ", '11,; � . 15 16 , �'­'. .1--".- ".r.' 11 I I . - t CONCRETE I -1--f ot '_� 36 GAL VA NIZED PIPE. " .._1 ' 0 g N$ 2 * MIN. - - 2 P MIN t; . a 1_c� I - - a �fo .- .. "ck\ 10' MAX 10* MAX 1111 , i * '� ol 1-11 . -_ I? I � b \ ' --- NOT NOTES., &� 0 > •c .\-- I I t c Iri4 rj * 4 �� "�,.' "� u - 1. MARKINGS FOR BARRICADE RAILS SHALL BE ORANGE AND WHITE STRIPES (SLOPING A T 0 . k � ��- ' U ,,Illl,,Iilill�l�ll""I'll"llll�l�1111 - 11_­' � . _��_' I 1­1: ... : .. . .. �� f ..'� --*- ." AN ANGLE OF 451. _'_ - be \ , . 1\ .'� '- ___1 .''..' ' 'x\ 1� IV .­- - * 2. THE EN71RE AREA OF THE ORANGE AND WHITE RAIL SHALL BE REFLECTORIZED AND n )I, -1-1 '-'' \_ ��"' �-- , SHALL MEET 7HE FOLLOWING MINIMUM DRY REFLECTANCE VALUES AT 0.2 AND 0.5 1 u I/ , -I", -_ . -_ p. DEGREE DIVERGENCE EXPRESSED IN UNITS OF CANDLEPOWER PER FOOT CANDLE PER . _� I T %O ,, . -_ -c"I I _' .- .1� '� . SQUARE FOOT, AS MEASURED AT A DISTANCE OF 50 FEET FROM THE LIGHT SOURCE. �'------'�j i ---,,-- - 1 .41 1 _II3i. 0 THE WET REFLECTANCE VALUES SHALL BE A MINIMUM OF 90 PERCENT OF THE DRY - ____�-- __---t- 10-1 f.> %l VA L UES. THE pREDOMINA 7E COL OR FOR 0 7HER BARRICADE COMPONEN TS SHALL BE I---- 11_1'�_ - �"___" __ '_�_' 6 . 1�o . I— 1\ _,- ( / \1 - logo' I m C-i -11 WH/ 7E 11-1 . x _-) * C-I L5* A '\1A ) lx� 64 j � _� I i C6 c'-% ".- -7. -e . SECTION 5 7 TIMBER STRUCTURES TURES" OF THE S TA NDA RD SPECIFICA TIONS CURRENT T ' 4 - J, .. C . __"_� -�� I 0 *III­ • ��, �_' / I .9c co - ED/770N,, SHALL APPL Y ALL TIMBER TO BE DOUGLAS F7R CONSTRUCTION GRADE S4S. _­1" oov....IIIIIIIIIIIII�, �' 44 A!L 0 1 0 JM I_--- doo, / I - . RAILS SHALL BE NOMINAL 2'p**x8" OR 2x . ._*1 ...-II' / I - f- RA STANDARD IYFE Ill 1' j"-I I _ - It BARRICADE _ '- . I NO SCALE DETAIL AA SCALE: 1**-20* \IIII,s-4 776 774 772 770 768 766 764 762 760 758 ass 754 752 750 748 746 744 742 m 0 to I to t _ a) w < -q- D- VIIIIIIIIIIII� 0 z do C-) w 14- Z Q I < < 'q- w 1 00 ir-) ,--, I v-- T_ w (o E ('o o (j) *"I N orf w v < m I � I I00 N V_ P) "*IIIIIIIIIIIIIIII, 0 0 . 044 Ir- T_ NII 0) 0 6 Z a a :3 _J V) $: 9 co a i !e I I * qd C-4 " I __� CN vi ':!:r Pr) C) -1.1 ..'j- �3 pr) III _pI . fe) I 6 ujto IIIIIIII� # U6 b, 0 * t &_ z: Q- 0- ui 0 18 * .. I DIG T Call: TOLL FREE I 1- 800 - 227 -2600 I � I � I � . AT LEAST M DAYS �� BEFORE YOU DIG UNDERGROUND SERVICE ALERT % OF SOUTHERN CALIFORNIA .. I .. w < m >_ = = = 00 M __(n j I cn I VI ('n . 6 6 w m W . U) a I C) z Q c-I = o" Z zte (-> W :;z En W, L" m .4- 75 in C.) m W �_ Q w W (A = fa_ ,.r- " cn V) V) ca , 4 mm 4M_ 66-,"" Cj %_.; # LAJ LIJ LAJ w . C1_ 42) La' c L (/) LAJ 5 LLJ d co t a iQ C-4 to) w- C) tJ . . . . . . . . . 0) z 1 < .j a5 an LL 3 LL Ac co 0 W. w a UJ F < qt a > 0(00 0 Tm 1•m 0 * cs) vm co co a a >- ` 0 0 Z 44L �j z pw < =) CL Z 0 wm < ui 2 �d IM 2 UJ c1c > r , mi 0 he a c!) w ir CL 0 a cr < F' CL W uj W) R w to Go 1h re) 0) 9 ". J .L1_ < cl 0 0 4.0 2 < I I w I w � m � � to I UL 0 SECTION *'d '* . rD"II"IIIIIIIIIIIIIIIIII\ SCALE 1 of=50* HORIZONTAL 4 SCALE 1 " =5' VERTICAL UD TO BE 1/4° TE 10 - -.I------I-- -724 FASTENED TO CMP WITH 3/8 724 APPROX. FINISHED I APPROX FINISHED I— RIVETS, SPOT WELD, OR TACK -,6RADE ALONG * . GRADE ALONG WELD AT 1/8 POINTS OR BETTER. E k - If r . 4 I.-o'---or DRMI AU __ JZZ UA � " ------/-- q­IIII­ # 1 722 t / / I I I . PROVIDE 4 - 12"xl 6* 720 1 /�___--- ---.- I I - 720 . - . OPENINGS W/ 12" 1 ' / �kj i I I == SEPARA11ON BETWEEN / .0I I I -- / --I OPENINGS NTH 1/2" 718 � -�-- . - I � 718 718 1 R - ' 718 DIAMETER BARS NOT / I - U) 1 / C, - : I I MORE THAN 2" O.C. d A I lq� . Q 1 716 ---- - I - 1716 716 . - --.;;t I----.---] 716 1 36"O 0 li? i * Z I 1% Ne ---. " . I I - .a - �z 714 1�-- 714 714 714 ; I - I IN --I I I -f- f . 1 ­ -."- ""'-' L -�'-' "' " -, . � .:''_'."1_'_..�' 712 ---.------ -- _J 712 712 Lil -_ 11 ___712 "I �".,,-.]�'r---.�.--.-�,�--";-,"---'I i , ' ., 1-­- . L A. 3, I I I . 710 1 a - 1710 710 -----,.,---,. . 1710 i f - I il -1 it I QQ;R: I L I I �_ I - i .4% ­_ � .1 . %, d --� 708 APPLY GROUT 708 - *'\ __mp.3 I I coz I n.".1111K I I * I I - I % 18" RGJ-RCP - - - --- � __ �-z -q- .1".14. r_% -- 706 DRAIN LINE 706 1-- ' :-N: - 1 706 706 � �� R5 i * I &Q)II CS a * I v_! Q k .v c 1,00 (n it % a 4 & - 704 - to ze e,I u-% c% cf%_ - . _ ..'I . zx III - 704 * i %wi n V-z CN s 704 ZIT - Z_ I att"Il III`IIIIIIII. It ooi - ,%%a 2� -Qzt I" ;�_: * v' I ) IVC . 3t__ - - CJ 10". I%% 0-I ?:z R __ - __ _____ _.__!� .----- 702 702 ' - a i... *It f j._____2� W, k C% ;t *+# , V... A "I >: • v N: -a- . ,Lr..w, P's w v.j �'r 700 - g.z'- _-.-' I 700 1 'Il . III LQ • � I (n I , *N: --Z.: . QZ J.w - J;� ��: - . i Z-w APPLY GROUT 698 - ...- - ___Awz�x�'j 1698 698 - - -!--__� 698 I - CMP RISER 696 ----,-,-- - 696 696 "! 696 INLET STRUCTURE INSTAL 12.00 AF lJS &L 19.00 AF I rc_'I 18'w R& I-RCP DRo UN 18 RGif-RCP DR /N I I DETAIL "C", k,,4� 694 0 717X 694 6941 -.0 21X : - -- ­- 694 SCALE: NONE SECTION m"IIIIIIIIIIII` rE -_' Il SECTION - E-2 ' SCALE 1" =5Q' HORIZENTAL k, SCALE 1"=501 HORIZONTAL\,I 4 14& J"-5'., VERTICAL - _5' VERTICAL .& ..& - 1 " I i 1111'11111 .- 11_� I.- F100, 1-1w ..01 _�' _� I , IIIIIIIIIIIIII, ' -4, . 0-ow .01p rte- __1` • ..- __ . , - ---.,, �' .......... �'\ -1.1, 0­1 .0� - -_ - I- I!C'k v P� '� N", I I I ,----' � ' .'? o:�ili ri - . - \ ? , �' �' - c I-A \ '\4- G �CjA P�_ ,I .\.I• �\ % 50 \ I A p" • I *1 V'..? - III`\ Ar I -�\ I - " \ ._% \\ � em � , '\ Ilic�� . ...... "� I II -5 1 ONS tirob �' 'd-\ \ ' z I \4�"' ­­ J Ilk< L' ""� NvC17 � 400 A 1 1 000� \'___�' k"o, I A' " � I >c \ * %a 1-/. I - , I � 11 ;' i - i ft - %00 4mx4* *VO0 POST (NOMINAL) .;. .�" -_-��V'0' L.L:1 ' 0 b. . oel< e 't PORTLAND CEMENT - ___11' D'._ ..- \ \ -e -, - ' - , 5 ?� dew - - I OR 2" LD. STANDARD WT --'.._' .'�'_' .." ,,--. . ", '11,; � . 15 16 , �'­'. .1--".- ".r.' 11 I I . - t CONCRETE I -1--f ot '_� 36 GAL VA NIZED PIPE. " .._1 ' 0 g N$ 2 * MIN. - - 2 P MIN t; . a 1_c� I - - a �fo .- .. "ck\ 10' MAX 10* MAX 1111 , i * '� ol 1-11 . -_ I? I � b \ ' --- NOT NOTES., &� 0 > •c .\-- I I t c Iri4 rj * 4 �� "�,.' "� u - 1. MARKINGS FOR BARRICADE RAILS SHALL BE ORANGE AND WHITE STRIPES (SLOPING A T 0 . k � ��- ' U ,,Illl,,Iilill�l�ll""I'll"llll�l�1111 - 11_­' � . _��_' I 1­1: ... : .. . .. �� f ..'� --*- ." AN ANGLE OF 451. _'_ - be \ , . 1\ .'� '- ___1 .''..' ' 'x\ 1� IV .­- - * 2. THE EN71RE AREA OF THE ORANGE AND WHITE RAIL SHALL BE REFLECTORIZED AND n )I, -1-1 '-'' \_ ��"' �-- , SHALL MEET 7HE FOLLOWING MINIMUM DRY REFLECTANCE VALUES AT 0.2 AND 0.5 1 u I/ , -I", -_ . -_ p. DEGREE DIVERGENCE EXPRESSED IN UNITS OF CANDLEPOWER PER FOOT CANDLE PER . _� I T %O ,, . -_ -c"I I _' .- .1� '� . SQUARE FOOT, AS MEASURED AT A DISTANCE OF 50 FEET FROM THE LIGHT SOURCE. �'------'�j i ---,,-- - 1 .41 1 _II3i. 0 THE WET REFLECTANCE VALUES SHALL BE A MINIMUM OF 90 PERCENT OF THE DRY - ____�-- __---t- 10-1 f.> %l VA L UES. THE pREDOMINA 7E COL OR FOR 0 7HER BARRICADE COMPONEN TS SHALL BE I---- 11_1'�_ - �"___" __ '_�_' 6 . 1�o . I— 1\ _,- ( / \1 - logo' I m C-i -11 WH/ 7E 11-1 . x _-) * C-I L5* A '\1A ) lx� 64 j � _� I i C6 c'-% ".- -7. -e . SECTION 5 7 TIMBER STRUCTURES TURES" OF THE S TA NDA RD SPECIFICA TIONS CURRENT T ' 4 - J, .. C . __"_� -�� I 0 *III­ • ��, �_' / I .9c co - ED/770N,, SHALL APPL Y ALL TIMBER TO BE DOUGLAS F7R CONSTRUCTION GRADE S4S. _­1" oov....IIIIIIIIIIIII�, �' 44 A!L 0 1 0 JM I_--- doo, / I - . RAILS SHALL BE NOMINAL 2'p**x8" OR 2x . ._*1 ...-II' / I - f- RA STANDARD IYFE Ill 1' j"-I I _ - It BARRICADE _ '- . I NO SCALE DETAIL AA SCALE: 1**-20* \IIII,s-4 776 774 772 770 768 766 764 762 760 758 ass 754 752 750 748 746 744 742 m 0 to I to t _ a) w < -q- D- VIIIIIIIIIIII� 0 z do C-) w 14- Z Q I < < 'q- w 1 00 ir-) ,--, I v-- T_ w (o E ('o o (j) *"I N orf w v < m I � I I00 N V_ P) "*IIIIIIIIIIIIIIII, 0 0 . 044 Ir- T_ NII 0) 0 6 Z a a :3 _J V) $: 9 co a i !e I I * qd C-4 " I __� CN vi ':!:r Pr) C) -1.1 ..'j- �3 pr) III _pI . fe) I 6 ujto IIIIIIII� # U6 b, 0 * t &_ z: Q- 0- ui 0 18 * .. I DIG T Call: TOLL FREE I 1- 800 - 227 -2600 I � I � I � . AT LEAST M DAYS �� BEFORE YOU DIG UNDERGROUND SERVICE ALERT % OF SOUTHERN CALIFORNIA .. I .. w < m >_ = = = 00 M __(n j I cn I VI ('n . 6 6 w m W . U) a I C) z Q c-I = o" Z zte (-> W :;z En W, L" m .4- 75 in C.) m W �_ Q w W (A = fa_ ,.r- " cn V) V) ca , 4 mm 4M_ 66-,"" Cj %_.; # LAJ LIJ LAJ w . C1_ 42) La' c L (/) LAJ 5 LLJ d co t a iQ C-4 to) w- C) tJ . . . . . . . . . 0) z 1 < .j a5 an LL 3 LL Ac co 0 W. w a UJ F < qt a > 0(00 0 Tm 1•m 0 * cs) vm co co a a >- ` 0 0 Z 44L �j z pw < =) CL Z 0 wm < ui 2 �d IM 2 UJ c1c > r , mi 0 he a c!) w ir CL 0 a cr < F' CL W uj W) R w to Go 1h re) 0) 9 ". J .L1_ < cl 0 0 4.0 2 < I I w I w � m � � to I UL 0 I i 1111'11111 .- 11_� I.- F100, 1-1w ..01 _�' _� I , IIIIIIIIIIIIII, ' -4, . 0-ow .01p rte- __1` • ..- __ . , - ---.,, �' .......... �'\ -1.1, 0­1 .0� - -_ - I- I!C'k v P� '� N", I I I ,----' � ' .'? o:�ili ri - . - \ ? , �' �' - c I-A \ '\4- G �CjA P�_ ,I .\.I• �\ % 50 \ I A p" • I *1 V'..? - III`\ Ar I -�\ I - " \ ._% \\ � em � , '\ Ilic�� . ...... "� I II -5 1 ONS tirob �' 'd-\ \ ' z I \4�"' ­­ J Ilk< L' ""� NvC17 � 400 A 1 1 000� \'___�' k"o, I A' " � I >c \ * %a 1-/. I - , I � 11 ;' i - i ft - %00 4mx4* *VO0 POST (NOMINAL) .;. .�" -_-��V'0' L.L:1 ' 0 b. . oel< e 't PORTLAND CEMENT - ___11' D'._ ..- \ \ -e -, - ' - , 5 ?� dew - - I OR 2" LD. STANDARD WT --'.._' .'�'_' .." ,,--. . ", '11,; � . 15 16 , �'­'. .1--".- ".r.' 11 I I . - t CONCRETE I -1--f ot '_� 36 GAL VA NIZED PIPE. " .._1 ' 0 g N$ 2 * MIN. - - 2 P MIN t; . a 1_c� I - - a �fo .- .. "ck\ 10' MAX 10* MAX 1111 , i * '� ol 1-11 . -_ I? I � b \ ' --- NOT NOTES., &� 0 > •c .\-- I I t c Iri4 rj * 4 �� "�,.' "� u - 1. MARKINGS FOR BARRICADE RAILS SHALL BE ORANGE AND WHITE STRIPES (SLOPING A T 0 . k � ��- ' U ,,Illl,,Iilill�l�ll""I'll"llll�l�1111 - 11_­' � . _��_' I 1­1: ... : .. . .. �� f ..'� --*- ." AN ANGLE OF 451. _'_ - be \ , . 1\ .'� '- ___1 .''..' ' 'x\ 1� IV .­- - * 2. THE EN71RE AREA OF THE ORANGE AND WHITE RAIL SHALL BE REFLECTORIZED AND n )I, -1-1 '-'' \_ ��"' �-- , SHALL MEET 7HE FOLLOWING MINIMUM DRY REFLECTANCE VALUES AT 0.2 AND 0.5 1 u I/ , -I", -_ . -_ p. DEGREE DIVERGENCE EXPRESSED IN UNITS OF CANDLEPOWER PER FOOT CANDLE PER . _� I T %O ,, . -_ -c"I I _' .- .1� '� . SQUARE FOOT, AS MEASURED AT A DISTANCE OF 50 FEET FROM THE LIGHT SOURCE. �'------'�j i ---,,-- - 1 .41 1 _II3i. 0 THE WET REFLECTANCE VALUES SHALL BE A MINIMUM OF 90 PERCENT OF THE DRY - ____�-- __---t- 10-1 f.> %l VA L UES. THE pREDOMINA 7E COL OR FOR 0 7HER BARRICADE COMPONEN TS SHALL BE I---- 11_1'�_ - �"___" __ '_�_' 6 . 1�o . I— 1\ _,- ( / \1 - logo' I m C-i -11 WH/ 7E 11-1 . x _-) * C-I L5* A '\1A ) lx� 64 j � _� I i C6 c'-% ".- -7. -e . SECTION 5 7 TIMBER STRUCTURES TURES" OF THE S TA NDA RD SPECIFICA TIONS CURRENT T ' 4 - J, .. C . __"_� -�� I 0 *III­ • ��, �_' / I .9c co - ED/770N,, SHALL APPL Y ALL TIMBER TO BE DOUGLAS F7R CONSTRUCTION GRADE S4S. _­1" oov....IIIIIIIIIIIII�, �' 44 A!L 0 1 0 JM I_--- doo, / I - . RAILS SHALL BE NOMINAL 2'p**x8" OR 2x . ._*1 ...-II' / I - f- RA STANDARD IYFE Ill 1' j"-I I _ - It BARRICADE _ '- . I NO SCALE DETAIL AA SCALE: 1**-20* \IIII,s-4 776 774 772 770 768 766 764 762 760 758 ass 754 752 750 748 746 744 742 m 0 to I to t _ a) w < -q- D- VIIIIIIIIIIII� 0 z do C-) w 14- Z Q I < < 'q- w 1 00 ir-) ,--, I v-- T_ w (o E ('o o (j) *"I N orf w v < m I � I I00 N V_ P) "*IIIIIIIIIIIIIIII, 0 0 . 044 Ir- T_ NII 0) 0 6 Z a a :3 _J V) $: 9 co a i !e I I * qd C-4 " I __� CN vi ':!:r Pr) C) -1.1 ..'j- �3 pr) III _pI . fe) I 6 ujto IIIIIIII� # U6 b, 0 * t &_ z: Q- 0- ui 0 18 * .. I DIG T Call: TOLL FREE I 1- 800 - 227 -2600 I � I � I � . AT LEAST M DAYS �� BEFORE YOU DIG UNDERGROUND SERVICE ALERT % OF SOUTHERN CALIFORNIA .. I .. w < m >_ = = = 00 M __(n j I cn I VI ('n . 6 6 w m W . U) a I C) z Q c-I = o" Z zte (-> W :;z En W, L" m .4- 75 in C.) m W �_ Q w W (A = fa_ ,.r- " cn V) V) ca , 4 mm 4M_ 66-,"" Cj %_.; # LAJ LIJ LAJ w . C1_ 42) La' c L (/) LAJ 5 LLJ d co t a iQ C-4 to) w- C) tJ . . . . . . . . . 0) z 1 < .j a5 an LL 3 LL Ac co 0 W. w a UJ F < qt a > 0(00 0 Tm 1•m 0 * cs) vm co co a a >- ` 0 0 Z 44L �j z pw < =) CL Z 0 wm < ui 2 �d IM 2 UJ c1c > r , mi 0 he a c!) w ir CL 0 a cr < F' CL W uj W) R w to Go 1h re) 0) 9 ". J .L1_ < cl 0 0 4.0 2 < I I w I w � m � � to I UL 0 0) z 1 < .j a5 an LL 3 LL Ac co 0 W. w a UJ F < qt a > 0(00 0 Tm 1•m 0 * cs) vm co co a a >- ` 0 0 Z 44L �j z pw < =) CL Z 0 wm < ui 2 �d IM 2 UJ c1c > r , mi 0 he a c!) w ir CL 0 a cr < F' CL W uj W) R w to Go 1h re) 0) 9 ". J .L1_ < cl 0 0 4.0 2 < I I w I w � m � � to I UL 0 I I w I w � m � � to I UL 0 la iA CONC. MON. IN L.H. TAGGED L.S. 3779 PER TR. 5696 W.B. 51s RGS. 150-151. IN. oor u- in. 000 dow, 0 LEGEND* R1-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: "R1 -1" STOP "WI -1" - CURVE ARROW "R4-7* KEEP RIGHT :W31 (CA" M - E "R6 -1" ONE WAY .00- *R5-1* DO NOT ENTER "W340 - STOP AHEAD dOoo "W14-10 - NOT A THROUGH STREET tip '*WI4-2'0 - NO OUTLET r `-` r''i -/ '�'`._ �/' 000 "WI-6* - SINGLE ARROW (LT. OR RT.} .00 3.52 MI . COVER .............. a -p 0— 53r At ?c roll i8l 0 LEGEND* R1-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: "R1 -1" STOP "WI -1" - CURVE ARROW "R4-7* KEEP RIGHT :W31 (CA" M - E "R6 -1" ONE WAY W3-3* - SIGNAL AHEAD *R5-1* DO NOT ENTER "W340 - STOP AHEAD "R26(CA)* - NO PARKING "W14-10 - NOT A THROUGH STREET "R3 -5R" - RIGHT TURN ONLY '*WI4-2'0 - NO OUTLET - BIKE LANE uW1-7m - DOUBLE ARROW :R81(CA)" R7-9" - NO PARKING/BIKE LANE "WI-6* - SINGLE ARROW (LT. OR RT.} STRIPING NOTES. ALL TEMPORARY STRIPING AND MARKING DESIGNATED WITH (T) SHALL BE STRIPING TAPE (SSP) OR WATERBOURNE PAINT. ALL OTHER STRIPING AND MARKING SHALL BE THERMOPLASTIC PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD, UNLESS OTHERWISE INDICATED. ALL PERMANENT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD SEE CALTRANS TRAFFIC MANUAL FOR DETAILS EASEMENT LEGENDS: < > 100" WIDE SOUTHERN CALIFORNIA EDISON TRANSMISSION LINE EASEMENT PER BOOK 1914, PAGE 327, O.R. <8>SAN JOAQUIN LIGHT & POWER CORP. CENTERLINE POWER POLE RIGHT-OF-WAY PER BOOK 734, PAGE 24, O.R. c 150' WIDE SOUTHERN CALIFORNIA EDISON COMPANY TOWER LINE EASEMENT PER 131K. 2749 PG. 283 OF DEEDS, BK. 279, PG. 194 OF DEEDS, BK. 1662, PG. 73, O.R., BK. 1666, PG. 141, O.R., AND BK. 5466, PG. 3549 O.R. D 15'x40' LONG PG&E SLOPE AND DRAINAGE EASEMENT PER BK. 5709, PG. 22759 O.R. <t> 15'x100' LONG PG&E TEMPORARY CONSTRUCTION EASEMENT PER BK. 57093 PG. 2276, O.R. EASEMENT FOR ROAD IMPROVEMENT PER DOCUMENT NO. 0206302290 EASEMENT PER BK. 5709, PG. 2276, O.R. LEGEND • ABBIREVIA11 F.L. FLOWLINE P.O.V.C. POINT ON VERTICAL CURVE C.L. CENTERLINE B.V.C. BEGIN VERTICAL CURVE ELI ELEVATION E.V.C. END VERTICAL CURVE B.C.R. BEGIN CURB RETURN P.I. POINT OF INTERSECTION E.C.R. END CURB RETURN T.O.M. TOP OF MANHOLE B.C. BEGIN CURVE EX. EXISTING E.C. END CURVE H.P. HINGE POINT P.I.V.C. POINT OF INTERSECTION E.P. EDGE OF PAVEMENT OF VERTICAL CURVE INV. INVERT M.H. MANHOLE ELEV. ELEVATION E.T.W. EDGE OF TRAVEL WAY V.C.P. VITRIFIED CLAY PIPE ENCSD EAST NILES COMMUNITY SERVICES DISTRICT @ EXISTING SURVEY MONUMENT I") QIj. EXISTING STORM DRAIN MANHOLE EXISTING SEWER MANHOLE EXISTING FIRE HYDRANT EXISTING STREET LIGHT EXISTING WATER VALVE FURNISH & INSTALL SURVEY MONUMENT PER G.O.B. STANDARD DETAIL ST-13. Is FURNISH & INSTALL TYPE "A" SEWER MANHOLE PER ENCSD STANDARDS. FURNISH & INSTALL STORM DRAIN MANHOLE WITH GRATED LID-SEE DETAIL D ON SHEET 4. +FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STANDARD DETAIL T-2. C-1 co x - Ar, cp �\� t-p Ad- NA- ILI 501 I ��°.�- 4* C�j C4 LA ORRI DON DRIVE 1 50' 50 4- (FUTURE STREET) Go v cs a: in ..... ........ ..... A . .............. ......... - woop R26 C 19+ SED E. P. -wi I I PROPO lawn DETAIL 22 2( iB+ou 1+0() FU 7,,U"R i / Y 491 It 17+00 PR�POSED E L-u e moov T. W. "-ft C4 w000 V-1- k . L +00 22 1-- — I _N17 — — — — - — — - — -- I I � I -- , — . —CIA y or CA 2 L 00 FU7 -4 7. UR lie ow. RE lwv woo 00 TAIL E oovo OxG cn woo wfz m000 0 -C c) w z ui - ,� in + < a:: T PiR C1 -j i2 W LLJ C44:r V N07E DR AND CAP NOT L4- &F j. 4- TO EXPOSM F- ip V Q) k, D /IV P, )�0 N c\i C-\i % ` ` b �,o EXI�WSIQUAIRII`t Q A, 0 vol A a .000 400, SAP v� E gs -6 C. -b Ao- cp 2 p. C.4 Li C-0) mz TO STAm 11+42.39 CoLs TO STA. 25+02.02 Co Ls STRIPING PLAN SCALE: 1" = 50' HORIZONTAL 1 " = 5' VERTICAL c\ 0 LEG N D: CON T. , ) —D-- — EXISTING STORM DRAIN LINE 5:11 — EXISTING SEWER LINE w— --- EXISTING WATER LINE 0 FURNISH & INSTALL SEWER LINE PER C.O.B. STANDARDS s FURNISH & INSTALL SEWER LINE PER ENCSD STANDARDS - - - - - - - - - - - - - - - - - - - - - - PROPOSED SAWCUT LIMIT LINE CENTERLINE BOUNDARY RIGHT OF WAY LINE ----- -------------------------- PROPOSED SLOPE PROPOSED EDGE OF PAVEMENT EXISTING CONTOUR LINE 2 INTERVAL ITEM OF WORK - SEE SCHEDULE K00N DESIGNATION: SECTIM LETHR L Off. mmmmmmmmmw! s 1s �11 2 SHEET *HE SEC RON IS SHOW 752 711% 7A 74 7j 7A 7A 7%4 7; 7; 7; 7; 710 7' 74 71d 740 718 SECTION C" c SCALE 1=50* HORIZONTAL 5 ,It SCALE 1 =51 VERTICAL 752 750 748 746 744 742 740 738 736 734 732 730 728 726 724 722 720 718 DIG ALE]LtT Call: TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA --j DE A DRAT UNE 3.52 MI . COVER .............. a i8l cn If A jj If 10 1— o66 .81 t6i 42 rZ E � 4 �"^� ^ p, lu .^ l i LQ t2r c;zv It c In tz 3 /N TALL 59. A5 LF 10j 1 718 SECTION C" c SCALE 1=50* HORIZONTAL 5 ,It SCALE 1 =51 VERTICAL 752 750 748 746 744 742 740 738 736 734 732 730 728 726 724 722 720 718 DIG ALE]LtT Call: TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA --j ZZ cn o66 ua c3 w� mm 00 c-i t3 CK w a_ LLJI CL cl 1=1 LLJ U) L.Lj c/) LLJIUJI 0::w C4 III U.I A:z < 4z ,C4