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HomeMy WebLinkAbout5.1-11894 Record DrawingsA.C. PAVING TESTING NOTES: SP7 -39.01 7 -1. ASPHALT CONCRETE (TYPE 'A'). ASPHALT CONCRETE SHALL BE TYPE A (MODIFIED) FOR ALL ARTERIAL AND COLLECTOR 'STREETS AND TYPE B (MODIFIED) FOR LOCAL STREETS AND SHALL CONFORM TO THE PROVISIONS IN SEC11ON 39, "ASPHALT CONCRETE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. PRIOR TO THE ADDITION OF ASPHALT BINDER, THE COMBINED MINERAL AGGREGATE FOR TYPE A (MODIFIED) OR TYPE B (MODIFIED) ASPHALT CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF SEC11ON 39 -2.02, "AGGREGATE," OF THE SPECIFICATIONS FOR 3/4" MAXIMUM, MEDIUM GRADING. ASPHALT BINDER FOR TYPE A (MODIFIED) ASPHALT CONCRETE SHALL BE PG 64 -10 VISCOSITY GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. ASPHALT BINDER FOR TYPE B (MODIFIED). ASPHALT CONCRETE SHALL BE PG 64 -10 VISCOSITY GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. THE ASPHALT BINDER SHALL CONFORM TO THE REQUIREMENTS IN THE TABLE FOR "STEAM- REFINED PAVING ASPHALTS," IN SEC11ON 92 -1.02, "GRADES," OF THE STANDARD SPECIFICATIONS. WHEN DIRECTED BY THE CITY ENGINEER, AGGREGATE CONFORMING TO ANY OF THE GRADING REQUIREMENTS IN SECTION 39 -2.02, "AGGREGATE ", OF THE STANDARD SPECIFlCA11ONS SHALL BE USED TO SURFACE INTERSECTIONS, TAPER, AND OTHER AREAS WHERE THIN LAYERS OF ASPHALT CONCRETE ARE BEING CONSTRUCTED. THE AMOUNT OF ASPHALT BINDER TO BE MIXED WITH THE MINERAL AGGREGATE SHALL BE DETERMINED BY THE CONTRACTOR IN ACCORDANCE WITH CALIFORNIA TEST METHOD 367 USING SAMPLES OF MATERIALS PROPOSED FOR USE IN THE WORK. THE AMOUNT OF ASPHALT BINDER SHALL BE APPROVED BY THE ATGLEAST. 14 DAYS PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL SUBMIT THE FOLLOWING FOR THE ENGINEER'S REVIEW AND APPROVAL: A. A LIST OF AGGREGATE AND ASPHALT SOURCES. B. DOCUMENTATION VERIFYING THAT THE AGGREGATES TO BE INCORPORATED IN THE WORK CONFORM TO THE REQUIREMENTS OF SECTION 39 -2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MATERIAL SIEVE ANALYSIS AND SAND EQUIVALENT TEST RESULTS SHOULD NOT BE OLDER THAN SIX (6) MONTHS. ALL OTHER TEST RESULTS SHOULD NOT BE OLDER THAN ONE (1) YEAR. C. AN ASPHALT CONCRETE MIX DESIGN DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 367. LABORATORY TEST RESULTS ON WHICH THE DESIGN IS BASED SHALL BE SUBMITTED WITH THE MIX DESIGN ALONG WITH THE THEORETICAL MAXIMUM DENSITY OF THE DESIGN MIXTURE AS DETERMINED BY ASTM D2041. THE ASPHALT CONCRETE MIX SHALL MEET THE REQUIREMENTS OF SECTION 39 -2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. IF THE DATA SUBMITTED SHOWS THAT THE MATERIALS ARE SUBSTANTIALLY THE SAME AS WHEN THE DESIGN WAS PREPARED, THE DESIGN MAY BE UP TO THREE (3) YEARS OLD. THE DEVELOPER SHALL BEAR ALL COSTS ASSOCIATED WITH THE ASPHALT CONCRETE MIX DESIGN. WHERE NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM TO EXISTING PAVED SURFACES, THE EXISTING PAVEMENT SHALL BE SAW CUT IN A NEAR STRAIGHT LINE, EITHER PARALLEL OR PERPENDICULAR TO THE CENTERLINE OF THE STREET, AND AT A MINIMUM DISTANCE OF ONE (1) FOOT FROM THE EXISTING EDGE OF PAVEMENT. A PRIME COAT WILL NOT BE REQUIRED ON NON -PAVED AREAS TO BE SURFACED PRIOR TO THE PLACEMENT OF ASPHALT HOWEVER, ALL OTHER REQUIREMENTS OF SEC11ON 39 -4.01, "SUBGRADE," OF THE STANDARD SPECIFICA1ONS SHALL BE MET. THE AREA TO WHICH PAINT BINDER HAS BEEN APPLIED SHALL BE CLOSED TO PUBLIC TRAFFIC. CARE SHALL BE TAKEN TO AVOID TRACKING BINDER MATERIAL ONTO THE EXISTING PAVEMENT SURFACE BEYOND THE LIMITS OF CONSTRUCTION. PAVING JOINTS SHALL MATCH STRIPE LOCATIONS UNLESS OTHERWISE PERMITTED BY THE ENGINEER. INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE ENGINEER. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED AT ROAD CONNECTIONS AND PRIVATE DRIVES, WHERE SHOWN ON THE PLANS AND AS DIRECTED BY THE ENGINEER, AND HAND RAKED, IF NECESSARY, AND COMPACTED TO FORM SMOOTH, TAPERED CONNECTIONS. THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL BE DETERMINED BY: A. A PROPERLY CALIBRATED NUCLEAR ASPHALT TESTING DEVICE IN THE FIELD, OR B. ASTM D1188 WHEN SLABS OR CORES ARE TAKEN FOR LABORATORY TESTING. ZINC STEARATE MAY BE SUBSTITUTED WITH PARAFFIN. C. IN CASE OF DISPUTE, METHOD B ABOVE SHALL BE USED. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS 0.15 FOOT OR LESS, PAVING OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT, AT THE END OF EACH WORK SHIFT, THE LENGTH OF PAVEMENT ALONG THE LONGITUDINAL DROP -OFF BETWEEN ADJACENT LANES IS NOT GREATER THAN THAT WHICH CAN BE SURFACED DURING THE FOLLOWING SHIFT OF NORMAL PAVING OPERATIONS. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP -OFFS ON EACH LANE. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS MORE THAN 0.15 FOOT, PAVING OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT THE LAYER OF ASPHALT CONCRETE IS PLACED ON ALL CONTIGUOUS LANES OF THE TRAVELED WAY BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. AT THE END OF EACH WORK SHIFT, THE DISTANCE BETWEEN THE ENDS OF A LAYER OF ASPHALT CONCRETE ON ADJACENT LANES SHALL NOT BE GREATER THAN 10 FEET. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP -OFFS ON EACH LANE. AND ALONG THE LONGITUDINAL DROP -OFF BETWEEN ADJACENT LANES. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM 92 PERCENT OF THE MAXIMUM THEORETICAL DENSITY AS DETERMINED BY ASTM D -2041. IN -PLACE DENSITY SHALL BE DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 375. IF THE IN -PLACE DENSITY OF ANY LOT OF ASPHALT CONCRETE IS LESS THAN 92 PERCENT OR GREATER THAN 94 PERCENT OF THE MAXIMUM. THEORETICAL DENSITY, THE CONTRACTOR WILL BE ADVISED THAT THE REQUIRED RELATIVE COMPACTION IS NOT BEING ATTAINED AND THAT THE MATERIALS OR PROCEDURES OR BOTH, IF NEEDED, NEED ADJUSTMENT. ASPHALT CONCRETE SPREADING OPERATIONS SHALL NOT CONTINUE UNTIL THE CONTRACTOR HAS NOTIFIED THE CITY ENGINEER OF THE ADJUSTMENT THAT WILL BE MADE IN ORDER TO MEET THE REQUIRED COMPACTION. IF ANY SUCCESSIVE TEST AFTER NOTICE IS GIVEN DOES NOT MEET THE SPECIFIED RANGE, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT MEETS THE IN- -PLACE DENSITY REQUIREMENTS. IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE RELATIVE COMPACTION IS EITHER LESS THAN 90% OR MORE THAN 969'o, 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 WLTH EQUIPMENT UTILIZING DIAMOND BLADES, (2) REMOVAL AND REPLACEMENT, OR (3) PLACEMENT OF AN ASPHALT CONCRETE OVERLAY. THE METTiOD WILL BE SELECTED BY THE ENGINEER. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. IF ABRASIVE GRINDING IS USED TO BRING THE FINISHED SURFACE TO SPECIFIED SURFACE TOLERANCES. ADDITIONAL GRINDING SHALL BE PERFORMED, AS NECESSARY, TO ENLARGE THE GRINDING AREA SO THAT THE LONGITUDINAL LIMITS OF GRINDING ARE AT A CONSTANT OFFSET FROM, AND ARE PARALLEL TO, THE NEAREST LANE LINE OR PAVEMENT EDGE, AND THE TRANSVERSE LIMITS OF GRINDING ARE NORMAL TO THE PAVEMENT CENTERLINE. ALL GROUND AREAS SHALL BE NEAT RECTANGULAR AREAS OF UNIFORM SURFACE APPEARANCE. ABRASIVE GRINDING SHALL CONFORM TO THE REQUIREMENTS IN THE FIRST PARAGRAPH AND THE LAST FOUR PARAGRAPHS OF SECTION 42- -2.02, "CONSTRUCTION" OF THE STANDARD SPECIFICATIONS. A FOG SEAL COAT SHALL BE APPLIED TO ALL FINISHED ASPHALT SURFACES AT THE CONTRACTOR'S EXPENSE. THE FOG SEAL COAT SHALL BE EITHER REJUVENATING AGENT OR ASPHALTIC EMULSION AS DIRECTED BY THE ENGINEER. STANDARD NOTES, 1. ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS AND SPECIFICATIONS OF THE CITY OF BAKERSFIELD. 2. 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. PAVING FOR HIGHLAND KNOLLS DRIVE SHALL BE: 0.30' TYPE "A" A.C. OVER 1.10' CL 2 AGGREGATE BASE OVER 0.60' COMPACTED O.G., O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. PAVING FOR KIRKCALDY DRIVE SHALL BE: 0.20' TYPE "A" A.C. OVER 0.70' CL 2 AGGREGATE BASE OVER 0.50' COMPACTED O.G., O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 4. ALL MANHOLE AND LAMPHOLE FRAME AND COVERS SHALL BE SET 1/411 BELOW PAVEMENT GRADE. 5. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED AT LEAST 2 WORKING DAYS PRIOR TO CONSTRUCTION. 1- 800 - 227 -2600. 6. WARNING /REGULATORY SIGNS: SIGN PANELS SHALL BE MOUNTED ON POSTS WITH HAWKINS M2G SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR EQUAL. ROADSIDE SIGNS INSTALLED PER STD. T -19 SHALL BE LOCATED WITHIN SIDEWALK 6" FROM BACK. 7. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPT. FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT -OF -WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT -OF -WAY AND INSURANCE SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. 8. AGGREGATE BASE: AGGREGATE BASE MATERIAL FOR ARTERIAL & COLLECTOR ROADWAYS SHALL BE CRUSHED AGGREGATE BASE (CAB) CONFORMING TO SECTION 200 -2.2 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDI11ON (OGREENBOOK"). AGGREGATE BASE MATERIAL FOR LOCAL ROADWAYS SHALL BE EITHER CAB OR CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200 -2.4 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION. AGGREGATE BASE SHALL BE FURNISHED AND PLACED IN ACCORDANCE WITH THE CONTRACT PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION AND THESE DETAILED SPECIFICATIONS. AGGREGATE BASE SHALL BE GRADED TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D -1557. 9. SUBGRADE PREPARATION: THE CONTRACTOR SHALL FINE GRADE AND COMPACT STREET SUBGRADE IN ACCORDANCE WITH THE CONTRACT PLANS, CITY REQUIREMENTS AND STANDARD SPECIFICATIONS. SUBGRADE SHALL BE GRADED TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D -1557. 10. FILL SHALL BE SUBJECT TO CALTRANS' STANDARDS WITH INSPECTOR PRESENT. 11. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. 12. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION THE CITY CONSTRUCTION INSPEC1ION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. (661) 326 -2049 13. PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. SHOULD CONDITIONS BE CHANGED, A REVISED PLAN SHALL BE SUBMITTED TO THE CITY FOR APPORVAL 10 DAYS PRIOR TO PAVING. 14. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL ALONG CITY STREETS FOR THE DURATION OF THE WORK, INCLUDING NIGHTS, WEEKENDS AND HOLIDAYS. TRAFFIC CONTROL SHALL CONFORM TO THE GUIDELINES OF THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION'S "MANUAL OF TRAFFIC CONTROL FOR CONSTRUCTION AND MAINTENANCE WORK ZONES" AND CITY STANDARDS. ONE LANE FOR EACH DIRECTION OF TRAFFIC SHALL BE MAINTAINED AT ALL TIMES. THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE START OF ANY CONSTRUCTION. NO STREET PERMIT WILL BE ISSUED NOR SHALL ANY CITY INSPECTION BE PROVIDED UNTIL SAID TRAFFIC CONTROL PLAN HAS BEEN APPROVED BY THE CITY ENGINEER. SOILS REPORT: SOIL REPORT WAS PREPARED BY SOILS ENGINEERING, INC. FILE NO. 05-11217 DAZED JUNE 14, 2005 ENTITLED "PRELIMINARY SOILS iNVES1IGA110N FOR PROPERTY LOCATED AT THE NORTHWEST CORNER OF COLLEGE AVENUE & & MORNING DRIVE IN BAKERSFIELD, CALIFORNIA" GRADING AREA; 132,541 SF (3.04 AC.) QUANTITIES FOR EARTHWORK EXCAVATION - 2,00o cu. m. COMPACTED FlLL - 251000 CU. YD. VICINITY MAP NO SCALE LIST OF MATERIALS. BASIS OF BEARINGS THE BEARING OF N89047954"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 28s, 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 FaHEE T I]= 1. COVER SHEET a 2. NOTES 3. HIGHLAND KNOLLS DRIVE 3R. 8161iLAND KNOLLS MIVE STREET AND DRAIN PLAN S1'Qwf }IND MIN PLAN 4. KIRKCALDY DRIVE qR • KtRKCA1.DV pRlVE STREET AND DRAIN PLAN grwBT A11D p004 PI.RN 5. HIGHLAND KNOLLS DRIVE DRAIN CROSS SECTIONS, SIGNAGE AND STRIPING PLAN i LEGEb!12. 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 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 Q EXISTING SURVEY MONUMENT 4` EXISTING STORM DRAIN MANHOLE EXISTING SEWER MANHOLE ' EXISTING FIRE HYDRANT EXISTING STREET LIGHT y` EXISTING NEATER VALVE Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STANDARD DETAIL ST-13. FURNISH & INSTALL TYPE "A" SEWER MANHOLE PER ENCSD STANDARDS. 0 FURNISH & INSTALL STORM DRAIN MANHOLE WITH ORATED LID -SEE DETAIL D ON SHEET 4. FURNISH & INSTALL METRO STREET SIGN PER C.Q.B. STANDARD DETAIL T-2. s NPW4� � - - ITEM UNIVERSITY AVENUE HIGHLAND KIRKCALDY TOTAL A.C. PAVING TONS 1125 PANORAMA 1424 CLASS II AGG. BASE cnw 2108 DRIVE 2605 SUBGRADE PREPARATION CUYD oW U�r 382 1340 MONUMENT EA 6 �cn 9 SAW CUT LINE LF 81 - 81 AUBURN STREET LF FREEWAY 178 -- 1200 DETAIL 27B (T) STRIPING HIGHLAND KNOLLS` 2380 PR 2380 36 RGJ --RCP STORM DRAIN LF DRI 66 30 RGJ -RCP STORM DRAIN LF 1246 389 SITE LF - 162 162 �w E o 60 0 4-20- REGULAR STORM DRAIN MANHOLE m 4 2 1 6 COLLEGE AVENUE COLLEGE AVENUE ¢pPa -- 0 z =,�) IL cc > STREET q LENGTH LF 1296 551 1847 W z J � J V) W 00 �. Cl �t an am o V_ F- W Lf ui Z= Q m PIONEER DRIVE J med Y/ � VICINITY MAP NO SCALE LIST OF MATERIALS. BASIS OF BEARINGS THE BEARING OF N89047954"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 28s, 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 FaHEE T I]= 1. COVER SHEET a 2. NOTES 3. HIGHLAND KNOLLS DRIVE 3R. 8161iLAND KNOLLS MIVE STREET AND DRAIN PLAN S1'Qwf }IND MIN PLAN 4. KIRKCALDY DRIVE qR • KtRKCA1.DV pRlVE STREET AND DRAIN PLAN grwBT A11D p004 PI.RN 5. HIGHLAND KNOLLS DRIVE DRAIN CROSS SECTIONS, SIGNAGE AND STRIPING PLAN i LEGEb!12. 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 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 Q EXISTING SURVEY MONUMENT 4` EXISTING STORM DRAIN MANHOLE EXISTING SEWER MANHOLE ' EXISTING FIRE HYDRANT EXISTING STREET LIGHT y` EXISTING NEATER VALVE Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STANDARD DETAIL ST-13. FURNISH & INSTALL TYPE "A" SEWER MANHOLE PER ENCSD STANDARDS. 0 FURNISH & INSTALL STORM DRAIN MANHOLE WITH ORATED LID -SEE DETAIL D ON SHEET 4. FURNISH & INSTALL METRO STREET SIGN PER C.Q.B. STANDARD DETAIL T-2. s NPW4� � - - ITEM UNIT HIGHLAND KIRKCALDY TOTAL A.C. PAVING TONS 1125 299 1424 CLASS II AGG. BASE CUYD 2108 497 2605 SUBGRADE PREPARATION CUYD 958 382 1340 MONUMENT EA 6 3 9 SAW CUT LINE LF 81 - 81 DETAIL 22 STRIPING LF 1200 -- 1200 DETAIL 27B (T) STRIPING LF 2380 - 2380 36 RGJ --RCP STORM DRAIN LF 66 66 30 RGJ -RCP STORM DRAIN LF 1246 389 24 RGJ -RCP STORM DRAIN LF - 162 162 18 RGJ -RCP STORM DRAIN LF 60 60 4-20- REGULAR STORM DRAIN MANHOLE EA 4 2 1 6 STORM DRAIN MANHOLE WITH GRATED LID EA 1 -- 1 z =,�) IL too co > STREET q LENGTH LF 1296 551 1847 CITY OF BAKERSF KERN COUNTY CALIFORNIA STREET IMPROVEMENT, STORM DRAIN AND STRIPING PLAN P.M. 118914 OFFSITE HIGH- LAND KNOLLS DRIVE LEGEND: (CQLI T, I - -- - - - - -- - -- --- --- EXISTING STORM DRAIN LINE S, - - EXISTING SEWER LINE W . - EXISTING WATER LINE ---- -- - - D FURNISH & INSTALL SEWER LINE Oxtr PER C.O.B. STANDARDS ------ • S FURNISH & INSTALL SEWER LINE PER ENCSD STANDARDS - - - - - - - - - - - - - - - - - - - - - - PROPOSED SAWCUT LIMIT UNE - -- --- - CENTERLINE --- -- -- ----- - - -- - - BOUNDARY b RIGHT OF WAY LINE - .------- .- .-- _._._._.--- - -._._ _._.- - - - - -- PROPOSED SLOPE Now 0 PROPOSED EDGE OF PAVEMENT --°- - -- _--. f , �r EXISTING CONTOUR UNE Law 2' INTERVAL v ITEM OF WORK -- SEE SCHEDULE SECTION DESIGNATION: w 00 w SECTION LETTER DATE A 2 SHEET WHERE SECRON IS SHOWN . 321-76 ElP. 12 3V 14 FUTURE TORRIDO DRIVE -� a i *4 Nkaomw Im - KEY MAP SCALE: 1 " =200' VACANT KIRKCALDY DRIVE 0 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 - CONSTRUCTION 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. I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS AND ANY ERRORS, QMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS AND DESIGN CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION. A ROVED BY: ROGER A. McINTOSH R.C.E. 33322 EXP. 6-- 30--14 DATE zc/ loo"3 APPROVED BY: RAUL M. ROJAS PUBIC WORKS DiRECTO DATE R.C.E. 39880 EXP. 12 -31 -13 uk REVIEWED BY: ASSISTANT PUBLIC WORKS DIRECTOR REVIEWED BY: i�A �^'�'� -' �er f �- �l i f..�, TRAFFIC ENGINEER REMSIO I 3 o APPROVEV V: d CNI 90GEg A MCIN' OSIA Oxtr V_ O < R.C.E. 33322 EAR? M/50/14 � o O � b I 1 b2$ z Now 0 w C Loli w Law Q, 209 APPROWD 15Y. v co W w 00 w AN 51fAw C.E. IV DATE ,s. . 321-76 ElP. 12 3V 14 �wco o � W ui �a lot p E 0 C4 0 L, CD 2 Lu U z w ly- Ln 0 z Q C" J � Z o d CNI F-- CD ao to Q V_ O < �i � o O � b � Q I z Now 0 <t J Loli w Law W v co W w 00 w �wco c o � W ui �a 8 w m o Q 4c W6 m 0 Z N i W 0 a fl� Z x W O .. I� {� n¢ � m J � Z d J t�. �i �z 0 Now 0 Law W co W 0 MOWN � W ui �a 8 t- 0v 0 z =,�) IL too co > 0 W J � co W 00 �. cc �t an am N F- W 10 00 o (/�^ J med Y/ � D O d a u cc uj ar CL W N N C7 L Z d J t�. 0 Now 0 Law co co W 0 MOWN � W ui t- 0 z =,�) IL too co > 0 J � co W 00 cc �t an am N F- W 10 00 o (/�^ J Y/ � D O a C7 L STANDARD NOTES t. 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 U11LI11ES THAT CROSS DR ARE WITHIN 5' HORIZONTAL DISTANCE OF SEWER AND STORM DRAIN LINES. VERTICAL AND HORIZONTAL LOCAl10N SHALL BE ASCERTAINED BY THE CONTRACTOR AHEAD OF ANY EXCAVATIONS TO VERIFY THAT THE PROPOSED DEIGN 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 CONTRACTS SHALL BE COMPENSATED FOR INSTRUCTED RELOCATION. IF REDESIGN OF THE ALIGNMENT REQUIRES ADDlT}ONAL FlTTINGS, PIPE OR EXCAVA110N 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 -69 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 ASTM SPECIFICATIONS C -12. . JOINTS : THE PIPE AND FITTINGS SHALL HAVE A SOCKET END AND A SPIGOT END WITH COMPRESSION JOINTS CONFORMING WITH THE CURRENT ASTM SPECIFICATION C-425. THE PIPE AND FITTINGS FOR 6 ", 8 ", 1O ", 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 "MAINUNE" 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. TIME 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. INSTALLATION : PIPE AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE WITH THE CURRENT ASTM SPECIFLCA11ON D- 2321. ONLY CLASS 1, 11, 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. INSTALLATION : PIPE AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE WITH THE CURRENT ASTM SPECIFICATION D -2321. ONLY CLASS 1, Il, AND III EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE. 6. REINFORCED CONCRETE PIPE WITH PVC LINING. REINFORCED CONCRETE PIPE NTH 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 LINER TEST'S IN ACCORDANCE WITH THE FOLLOWING PARAGRAPHS. PIPE SHALL BE WET CAST, VIBRATED AND STEAM OR WATER CURED. JOINTS SHALL BE BELL AND SPIGOT DESIGN WITH A CONTAINED 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 77-F t5 (25-C ±3 ). PROPERTY TENSILE STRENGTH INITIAL 2200 PSI MIN. (PAR, •C) 2100 PSI MIN. (15 MPA MIN.) (14.5 MPA MIN.) ELONGATION AT BREAK 200% MIN. 200 MIN. SHORE QUROMETER, TYPED 1 -SEC. 50 -60 t5 (WITH RESPECT TO INITIAL TEST RESULT) 10 -SEC. 35 -50 t5 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 TES11NG OF INITIAL PHYSICAL PROPERTIES MAY BE TAKEN FROM LINER PLATE SHEET AND WELDING STRIP AT ANY TIME PRIOR TO FlNAL ACCEPTANCE OF THE WORK. LINER 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) SETTLING CRACKS, WHICH MAY OCCUR IN THE PIPE OR IN THE JOINT AFTER INSTALLATIONS, WITHOUT DAMAGE TO THE LINING. I.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 f5 (25' C f 3 ). 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(1.8) 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 SOLU11ON SULFURIC ACID SODIUM HYDROXIDE AMMONIUM HYDROXIDE NITRIC ACID FERRIC CHLORIDE 1% SOAP DETERGENT (LINEAR ALKYL. BENZYL SULFONATE OR LAS BACTERIOLOGICAL CONCEN TRA11ON 20%** 5% 5 % ** 1 %** 1% 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. 1.1). 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 USING, 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 NTH 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. NO 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 DISTOR11ON 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 WELDING TOOLS SHALL PROVIDE EFFLUENT AIR TO THE SHEETS TO BE JOINED AT A TEMPERATURE BETWEEN 500 AND 600 F (260 AND 316 C). WELDING TOOLS SHALL BE HELD APPROXIMATELY 1/2 INCH (13 MM) FROM AND MOVED BACK AND FORTH OVER THE JUNCTION OF THE TWO MATERIALS TO BE JOINED. THE WELDING TOOL SHALL BE MOVED SLOWLY ENOUGH AS THE WELD PROGRESSES TO CAUSE A SMALL 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 -UNED CONCRETE. IF THE LINER CANNOT BE SEALED NTH ADHESIVE BECAUSE OF THE JOINT AT THE RETURN BEING TOO WIDE OR ROUGH OR BECAUSE OF SAFETY 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. INSPECTION 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 INFORMA11ON 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 INSTALLA1ION 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 WITH 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 % (5 %) BASE I.D. = ACTUAL INSIDE PIPE DIAMETER (PROVIDED BY PIPE MANUFACTURER) THE MANDREL SHALL HAVE AN ODD NUMBER OF VANES NTH 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. TREN CHHEXCAVATI ON 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 INTENTION 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 BACKFILUNG, THE BOTTOM OF THE SHORING SHALL BE KEPT 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 RED (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 UTIUTY 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. BACKFlLL 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 UTILIZATION OF IN -SITU MATERIALS. ACHIEVING FIRM BEDDING BELOW PIP„ SPR_ INGLINE. 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, CONSOUDA11ON OF MATERIAL AROUND AND UNDER BELLS AND COUPLINGS SHALL BE AVOIDED. 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 WRITING BY THE ENGINEER PRIOR TO COMMENCING OPERATION. IMPACT EQUIPMENT MAY BE ALLOWED UNDER THE DIRECTION OF THE ENGINEER. HOWEVER, THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE RESULTING FROM THE USE OF THIS EQUIPMENT. HYDRA- HAMMER WILL NOT BE PERMITTED. SUBSEQUENT BACKFI, ABOVE THE LEVEL OF INITIAL BACKFlLL, THE TRENCH MAY BE BACKFILLED NTH 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 ONE -HALF (2 -1/2) FEET OF FINISHED PERMANENT SURFACING GRADE SHALL BE ACCOMPLISHED BY TAMPING AND /OR ROLLING AS SPECIFIED ABOVE. WHERE THE TRENCH IS WITHIN THE PAVEMENT ON STREETS, THE BACKFILL VNTHIN TWO AND ONE -HALF (2-1/2) FEET OF FlNISHED 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 IN GREATEST DIMENSIONS, VEGETABLE MATTER, OR OTHER UNSATISFACTORY MATERIALS. IN NO CASE SHALL JETTING BE ALLOWED FOR BACKFILL COMPACTION WITHIN THE STREET. WHEN APPROVED BY THE ENGINEER, JETTING MAY BE USED IN NON- STREET AREAS. BACKFILL TESTING AND COMPACTION. TESTING OF BACKFILL MATERIALS AND COMPACTION SHALL BE IN ACCORDANCE WITH SECTION 19, "EARTHWK" AND SECTION 6 -39 "TESTING", OF THE STANDARD SPECIFICATIONS, STATE OF CALIFORNIA, DEPARTMENT OF PUBUC 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. 10. STORM D,RAIN PIPE STORM DRAIN PIPE. CONTRACTOR SHALL UTILIZE RCP PIPE, CLASS III WITH RUBBER GASKET JOINTS PER ASTM SPECIFICA11ON 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- 1.06B, "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 UNTIL THE ENGINEER INSPECTS AND APPROVES THE CONDITION OF THE BOTTOM OF THE TRENCH. PIPE SHALL BE INSTALLED IN STRICT ACCORDANCE WITH 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 LINE. 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 WHEN THE CONDITION OF THE TRENCH OR THE WEATHER IS UNSUITABLE. AT 11MES WHEN WORK IS NOT IN PROGRESS, OPEN ENDS OF PIPE AND FITTINGS SHALL BE CLOSED. NTH 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 UNE. 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 SHALE. 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, CONSISTENT WITH CURRENT ACCEPTED PROCEDURES. WATER BORING SHALL NOT BE PERMITTED. THE CASING PIPE SHALL BE JACKED WITH 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 OPERA1ION 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 ADD111ONAL 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 MONUMENT 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 WITH THESE SPECIAL PROVISIONS, AND CITY STANDARD S -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 WITHIN 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. 6.r wea K -ey I—- I --- a , ) - "I , " .4 �� , py" Y k �M[ A c �K DIG T ;) . � Call: TOLL FREE . 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EDGE OF PAVEMENT OF VERTICAL CURVE INV. INVERT M.H. MANHOLE ELEV. ELEVATION E.T.W. EDGE OF TRAVEL WAY Y PIPE ENCSD EAST NILES COMMUNITY SERVICES DISTRICT @ EXISTING SURVEY MONUMENT . G EXISTING STORM DRAIN MANHOLE (S) EXISTING SEWER MANHOLE V EXISTING FIRE HYDRANT -c�>- EXISTING STREET LIGHT 8 EXISTING WATER VALVE m * FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STANDARD DETAIL ST-13. 19 FURNISH & INSTALL TYPE *Am SEWER MANHOLE PER ENCSD STANDARDS. 0 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. 0 EASEMENT LEGENDS*, 100' WIDE SOUTHERN CALIFORNIA EDISON TRANSMISSION < > BOOK 1914, PAGE 327, O.R. <t>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 EASEMENT TOWER LINE PER BK, 274, PG. 283 OF DEEDS, BK. 279, PG. 194 OF DEEDS, BK. 1662, PG. 73, O.R•, BK. 16669 PG. 141* O.R. , AND BK. 5466s PG. 354s O.R. < > 15'x40' LONG PG&E SLOPE AND DRAINAGE EASEMENT PER BK. 5709, PG. 2275, O.R. <t> 15'x100' LONG PG&E TEMPORARY CONSTRUCTION EASEMENT PER BK. 5709, PG. 22769 O.R. > EASEMENT FOR ROAD IMPROVEMENT PER DOCUMENT N0. iO. 020 PER BK, 5709, PG, 2276, O.R. 20 21 . LO 1--f .<,-%.> Q Qz- 0- qw %j *,J ��av - . c,0 � 1�� co LEGEND: - (CON Tol ... �,. I - z __ 0* F v . . _ '.."..."... % IV - �, 4 . -i NJ- *.Z:� dIcz 40 Q I%k c • co.) a.: w � - - - — D-------------- EXISTING STORM DRAIN LINE — .. — s ----- EXISTING SEWER LINE CONSTRUCTION NOTES: - � __ I I ---- w ------ EXISTING WATER LINE (D HIGHLAND KNOLLS DRIVE- PAVEMENT TO BE . am 'm D FURNISH & INSTALL SEWER LINE 0.30' A.C. OVER 1.10' CL 11 AGG. BASE OVER PER C.O.B. STANDARDS 0.50' COMPACTED O.G. TO BE COMPACTED TO � • 5 FURNISH & INSTALL SEWER LINE 95% RELATIVE DENSITY PER ENCSD STANDARDS KIRKCALDY DRIVE- PAVEMENT TO BE ---- `------------ - - - - -- PROPOSED SAWCUT LIMIT LINE ( ) . 0.20' A•C. OVER 0.65" CL 11 AGG. BASE OVER � I - �__ - CENTERLINE 0.50' COMPACTED O.G. TO BE COMPACTED TO I ___��____. I BOUNDARY 95% RELATIVE DENSITY ---- - - ...m....-o- - — _.• -p- - RIGHT OF WAY UNE ( ) SALVAGE FOR REUSE EXISTING ------------------------------------- ­­ PROPOSED SLOPE STREET BARRICADE. . � wz ,th I PROPOSED EDGE OF PAVEMENT SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY ENGINEER. -___," EXISTING CONTOUR LINE INSTALL STANDARD TYPE Ill BARRICADE- 2' INTERVAL (_ ) SEE ON. SHEET 4. �D ITEM OF WORK - SEE SCHEDULE e8ft . DE5: 6 ,INSTALL CONCRETE COLLAR PER C.O.B. SECTION 0ATION I STANDARD DETAIL D--19. SEcTim trm . 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CO) Go w__ 0 vm (a, =a (j) Tm mi co a a 0. < 0 Z z 0 Z < F� ym z z Ix < 2 z In 2 Ui < > mj 0 C6 w cc ! 010 w < (L w C4 . cro R (A 1� Go IW) 0 0 .. �tl LL_ 0 .&J :5 I I W I 0) I w L (O go , W I 0) I w L (O go , Z_ -98 ml LAJ LAJ Icci (n tz 18'o DRAIN, .�.. --- S16"30019 "W 59* 50 SLOPE 8, DRAd14JkGE_____' E4EMENT PER t)OCUMENI NO- 0213079840 O♦R• /Y 78A 78 78 78 78 77 77 77 77. 77�76� 76i 76 76 761 751 75 75 75 751 741 744 74" 74 744 73 731 V 40� Ng . . ....... . _- KIRKCALDY DRIVE _ _ STA. 10+00.00 C.L. TO STA. 15+50.97 C.L. SCALE.- 1 50' HORIZONTAL 1 5' VERTICAL R/W 30' 30' R/W 13 14 G N D. NOTES* j� HIGHLAND KNOLLS DRIVE- PAVEMENT TO BE 0.30 A.C. OVER 1.10' CL 11 AGG. BASE OVER ABBREVIATIONS 20 20 5' 5 F.L. FLOWLINE P.O.V.C. POINT ON VERTICAL CURVE FU T. 95% RELATIVE DENSITY _1 - FU T• C. L. CENTERLINE S.V.C. BEGIN VERTICAL CURVE ililillillj L.S. 2' 80 121 12' 81 0) L.S. STANDARD DETAIL D-19. ELEV. ELEVATION E.V.C. END VERTICAL CURVE 778 180.00' VWER CAL CURVE 2* r B.C.R. BEGIN CURB RETURN P♦4♦ POINT OF INTERSECTION 200* WIDE SOUTHERN CALIFORNIA EDISON COMPANY F4-> E.C.R• END CURB RETURN T.O.M. TOP OF MANHOLE TOWER LINE EASEMENT PER BK. 53s PG. 332s O.R. CL 0 -7- 0 W FUTURE 4. 5 FL JTW B.C. BEGIN CURVE EX. EXISTING BK. 83, PG. 224, O.R•, AND BK. 1662, PG. 73, O.R. F rn ior A r. V) 6 I rr COMBIN COMBINATION 774 COMBIN N,4 SIDE N.- E. C. END CURVE H.P. HINGE POIN It 410 W-76 rVIVKL *.D P.I.V.C. POINT OF INTERSECTION E.P. EDGE OF PAVEMENT COMBINATION 1r: '77�----:.,COMBINAT1ON SIDEWALK J SIDEWALK CAL CURVE ............... i, INV. INVERT FUTURE CURB M.H. MANHOLE ELEV. ELEVATION FUTURE CURB GUTTER E.T.W. EDGE OF TRAVEL WAY V.C.P. VITRIFIED CLAY PIPE GUTTER ; .f , a, r �` �. ea, �, 7 v. • • @ EXISTING SURVEY MONUMENT %5g C.. PA) 2' i, A., N, GROUND OS EXISTING SEWER MANHOLE L,X, 0 GROUND b O_ Q -D 5,V8QRAM� AG" 'ASJ 5;, ENCSD EAST NILES COMMUNITY SERVICES DISTRICT e4-t -5 /ING z e G.. B, EXISTING EXISTING STORM DRAIN MANHOLE ACTE mp EXISTING EXISTING FIRE HYDRANT % EXISTING STREET LIGHT R= 14 TI= 4.5 8 FILL MATERIAL SHALL BE PLACED IN LAYERS WHICH, EXISTING WATER VALVE WHEN COMPACTED, SHALL NOT EXCEED SIX (6.0) INCHES IN THICKNESS. EACH LAYER SHALL BE SPREAD EVENLY FURNISH & INSTALL SURVEY MONUMENT ..... ........ KIRKCALDY DRIVE ............... -13. AND THOROUGHLY MIXED DURING THE SPREADING TO PER C.O.B. STANDARD DETAIL ST INSURE UNIFORMITY OF MATERIAL IN EACH LAYER. SECTION B--1 (S) FURNISH INSTALL TYPE "A" SEWER MANHOLE TOP 12" MUST BE COMPACTED TO 95% RELATIVE SCALE 1 =1O HORIZ. PER ENCSD STANDARDS. DENSITY� -REFER TO SOIL REPORT INDICATED ON SHEET 1. .. .. ...... 0 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. R/W TING STORM DRAIN LINE ......... . . . R/W EXISTING 30' 30 EXISTING SEWER LINE O 5 w Fj` EA 7 PC Q�r Iz/vt I EXISTING WATER LINE 5 20 20' 5' 5 FUTURE 4.5' EXISTING Q/? GROUND as mom' . ..... ,: FU T. FUT. COMBINATION D FURNISH INSTALL SEWER LINE SIDEWALK PER C.O.B. STANDARDS L.S. 8 12' 12' L.S. 41 2t S FURNISH & INSTALL SEWER LINE PER ENCSD STANDARDS . ...... . .... . - - - - - - - - - - - - - - - - - - - - - - uj < PROPOSED SAWCUT LIMIT LINE U-i 2 z" CENTERLINE FUTURE 4.5' a. (L 2% o'. .. .......... BOUNDARY SIDEWALK COMBINATION 2% 2% X 7 �cv FUTURECUIRB RIGHT OF WAY LINE `J1 it x Ai 2: v ar Y a f Y ------------------------------------------- PROPOSED SLOPE & GUTTER > R . 4t ........... v v Z N TURE, T9, Yy UTTE�R"� PROPOSED EDGE OF PAVEMENT Ilk 0. A.C.. PAVINQ T. CTED SU8GRADE"- EXISTING CONTOUR LINE 0. 5Q COMPA .65 AGG, BASE, zl, 9 2' INTERVAL �AT V v. ea _j_ V., ITEM OF WORK SEE SCHEDULE 7, GROUND z EXISTING 'S:, e'\ N SECTION DESIGNATION:. /00 FILL MATERIAL SHALL BE PLACED IN LAYERS MICH, R= 14 TI 4.5 SEC11ON LETTER to WHEN COMPACTED, SHALL NOT EXCEED SIX (6.0) INCHES V-11 IN THICKNESS. EACH LAYER SHALL BE SPREAD EVENLY 00 KIRKCALDY DRIVE L min mosso rl%- AND THOROUGHLY MIXED DURING THE SPREADING TO > . INSURE UNIFORMITY OF MATERIAL IN EACH LAYER. SECTION 2 788 TOP 12" MUST BE COMPACTED TO 95% RELATIVE qr.AIF 1"=1o9 WoP17 4 SHEET WHERE SECTION IS SHOW DENSITY.-REFER TO SOIL REPORT INDICATED ON SHEET 1. 786 84 R/W ?Ay 1 30 1 30 1 - - -- ------------------­ 13 14 C4NSTRUCTION. NOTES* j� 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 L.S. 0.20' A.C. OVER 0.65' CL 11 AGG. BASE OVER 0.501 COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY ,3 REMOVE AND SALVAGE FOR REUSE EXISTING STREET BARRICADE. j� SAWCUT EXISTING E.P. 1' BACK OR AS ililillillj DIRECTED BY ENGINEER. OINSTALL STANDARD TYPE III BARRICADE- 0) 6 INSTALL CONCRETE COLLAR PER C.O.B. STANDARD DETAIL D-19. 7 `NOT . USED. 778 180.00' VWER CAL CURVE w F4-> uj 2% LLJ 0*1 2% FUTURE 4. 5 FL JTW V) 6 I rr COMBIN COMBINATION 774 COMBIN N,4 SIDE N.- SIDEWALK FUTURE CURB & GUTTER WTTE 4 X f _ y. at�'. 4- J e ^�: _ dr fi mf X PAVIN A N CD W V) -.J- - >i Sol 11ff 11 1-4" 1 1 -OT 7♦ GROUND 5, • z Gl VER JRVE ; t[7 0t 1 WHEN COMPACTED, SHALL NOT EXCEED SIX (6.0) INCHES IN THICKNESS. EACH LAYER SHALL BE SPREAD EVENLY CALD VE W AND THOROUGHLY MIXED DURING THE SPREADING TO SECTION + > Ile 764 TOP 12" MUST BE COMPACTED TO 95% RELATIVE SCALE 1 " =10' HORIZ. > nn (A C1. u) a-00 0 > Cn lr�a C,4 C.4 v­* to -.2 C_j -j + Ci Ir- + \msA loolo m000r It '100 z LO w 04 -J LLJ Cd oce - I 0 uj En CL e' En I 1 O� OOSED somp S, J L->j V 2 ___15 dop �s EX TING G OUND 004000 '00el- a a AD, Sr 70p OF HOLE 0 ENTERLI E ...................... T w000w000�� mimliv F­ L jr 1100,00010or $R& AND r it LUG 24 DRAIN 15+6188.. 15*65.15, C.L. J.00RT,= DRAIN F&D -7A 4�- V 30 DAIN 21 INV -,lw nR AIN S7WM ORAIN Me NO. 7 STORM D$AIN M.H. NO. 5 ST(RM DRAIN, M.H. NO. 6 J TA* 14+ 24.. L1R V. ELEV. m1p 24 1 S 10+15. C.L. 5. ST 10+15. DRAIN IN ELEV. • N-E T•- -W 3O" STA 1 +88-42p. STA. 1 +87.42v IN V. V •L. 1.28R7#_ IN N-S J * V. ELEV. I 18* 017? I A- - - ---- INSTALL 59.50 F RVS7 I I 4LL 172. LF OF VSTALL 2 LF - �00 INsWL 001- 161.91 LF.OF OF 19'w R, I A -I.SU t=RA 4 1* J_m ftn njn0A1A1 17 77' DRA� 0 2.25� v - ----- - ------ --1 _44 'A 8 -- - - M "CC 3 9# fi 10 11 .... .... ... ,00l / or 101 REVISION APPROVED BY: BLAINE NEPTUNE R.C♦E. 55102 EXP. 06/30/14 REVISION APPROVED BY: fVIAPIAN SHAW DATE R•C.E. 32178 EXP. 12/31/14 12 13 14 C4NSTRUCTION. NOTES* j� 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 L.S. 0.20' A.C. OVER 0.65' CL 11 AGG. BASE OVER 0.501 COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY ,3 REMOVE AND SALVAGE FOR REUSE EXISTING STREET BARRICADE. j� SAWCUT EXISTING E.P. 1' BACK OR AS 8 3* DIRECTED BY ENGINEER. OINSTALL STANDARD TYPE III BARRICADE- SEE ON SHEET 4. 6 INSTALL CONCRETE COLLAR PER C.O.B. STANDARD DETAIL D-19. 7 `NOT . USED. 15 762 2 3:: 760 `� 2� w � 758 -V2 EXISTING GROUND y X. F t 756 N t rr q f✓ °: • 754 SECTION E E 752 SCALE: NONE 4 750 748 318-v MACHINE BOLTS (GALWNIZED) 746 TH NUTS AND WASHERS STANDARD WJ1 STANDARD TYPE N-2 (RED) 1,--SIZ♦ 3© x30" 4" MINIMUM ",,��SIZE 18x18* 24" MAXIMUM 744 Aw AV AV A4F AE AE 742 END Lay AKA AV AE AK m: AV AK 6 740 16 45 " Ldr AC.X: AIF.Ar Ar AV AV 10' X AF,j0'.,0' AVAW AW -AV 09 tn 738 - ey 12 4 X4 RVUV PAST (NOMINAL 16 OR 2** ♦D. STANDARD WT PORTLAND CEMENT GAL VA NIZED PIPE. CONCRETE 2 MIN. 2' MIN. 10' MAX 10' MAX NO 1. MARKINGS FOR BARRICADE RAILS SHALL BE ORANGE AND WHITE S7RIPES (SLOPING A T AN ANGLE OF 45). 2 THE EN TIRE AREA OF THE ORANGE AND WHITE RAIL SHALL BE REFLECTORIZED AND SHALL MEET THE FOL L 0 WNG MINIMUM DRY REFLEC TA NCE VA L UES A T 0.2 AND 0.5 DEGREE DIVERGENCE EXPRESSED IN UNITS OF CANDLEPOWER PER FOOT CANDLE PER SQUARE FOOT, AS MEASURED AT A DISTANCE OF 50 FEET FROM THE LIGHT SOURCE, THE KET REFLECTANCE VALUES SHALL BE A MINIMUM OF 90 PERCENT OF THE DRY VALUES. THE PREDOMINATE COLOR FOR OTHER BARRICADE COMPONENTS SHALL BE WHITE. J. SECTION 57. "77MBER STRUCTURES" OF THE STANDARD SPECIFICATIONS, CURRENT ED/ 770N. SHALL APPL Y. ALL TIMBER TO BE DOUGLAS FIR CONSTRUCTION GRADE S4• RAILS SHALL BE NOMINAL 2*x8" OR 2X10". STANDARD TYPE III BARRICADE NO SCALE 0. 0 C*1 w C-4 C4 L5 V001 quj A. y-, t P U-1, i 7"79 7 A 7E 7E 7E A 7r:, 7E 54-- --�-�- 7F 7F Z 74 74 74 7A EXISTING 1- 5" 51 1 20' 1 20 5' 5' i o 7 GROUND FUT. FUT.-I 780 L.S. L.S. Z. -I 4 8 3* 12$ 12' 8 z 778 776 uj 2% ui ui 2%.- 2% FUTURE 4. 5 FL JTW I rr COMBIN COMBINATION 774 COMBIN N,4 SIDE N.- SIDEWALK FUTURE CURB & GUTTER WTTE 772 X f _ y. at�'. J e ^�: _ dr fi mf X PAVIN A N O.;>u COM PACTED S GRADE- • UBG 0 6� 5, BE EXISTING 770 t; v`- t�NS, GROUND 5, • 768 FILL MATERIAL SHALL BE PLACED IN LAYERS WHICH, R_ 14 TI 4.5 766 WHEN COMPACTED, SHALL NOT EXCEED SIX (6.0) INCHES IN THICKNESS. EACH LAYER SHALL BE SPREAD EVENLY CALD VE AND THOROUGHLY MIXED DURING THE SPREADING TO SECTION INSURE UNIFORMITY OF MATERIAL IN EACH LAYER. 764 TOP 12" MUST BE COMPACTED TO 95% RELATIVE SCALE 1 " =10' HORIZ. DENSITY.-REFER TO SOIL REPORT INDICATED ON SHEET 1. 762 2 3:: 760 `� 2� w � 758 -V2 EXISTING GROUND y X. F t 756 N t rr q f✓ °: • 754 SECTION E E 752 SCALE: NONE 4 750 748 318-v MACHINE BOLTS (GALWNIZED) 746 TH NUTS AND WASHERS STANDARD WJ1 STANDARD TYPE N-2 (RED) 1,--SIZ♦ 3© x30" 4" MINIMUM ",,��SIZE 18x18* 24" MAXIMUM 744 Aw AV AV A4F AE AE 742 END Lay AKA AV AE AK m: AV AK 6 740 16 45 " Ldr AC.X: AIF.Ar Ar AV AV 10' X AF,j0'.,0' AVAW AW -AV 09 tn 738 - ey 12 4 X4 RVUV PAST (NOMINAL 16 OR 2** ♦D. STANDARD WT PORTLAND CEMENT GAL VA NIZED PIPE. CONCRETE 2 MIN. 2' MIN. 10' MAX 10' MAX NO 1. MARKINGS FOR BARRICADE RAILS SHALL BE ORANGE AND WHITE S7RIPES (SLOPING A T AN ANGLE OF 45). 2 THE EN TIRE AREA OF THE ORANGE AND WHITE RAIL SHALL BE REFLECTORIZED AND SHALL MEET THE FOL L 0 WNG MINIMUM DRY REFLEC TA NCE VA L UES A T 0.2 AND 0.5 DEGREE DIVERGENCE EXPRESSED IN UNITS OF CANDLEPOWER PER FOOT CANDLE PER SQUARE FOOT, AS MEASURED AT A DISTANCE OF 50 FEET FROM THE LIGHT SOURCE, THE KET REFLECTANCE VALUES SHALL BE A MINIMUM OF 90 PERCENT OF THE DRY VALUES. THE PREDOMINATE COLOR FOR OTHER BARRICADE COMPONENTS SHALL BE WHITE. J. SECTION 57. "77MBER STRUCTURES" OF THE STANDARD SPECIFICATIONS, CURRENT ED/ 770N. SHALL APPL Y. ALL TIMBER TO BE DOUGLAS FIR CONSTRUCTION GRADE S4• RAILS SHALL BE NOMINAL 2*x8" OR 2X10". STANDARD TYPE III BARRICADE NO SCALE 0. 0 C*1 w C-4 C4 L5 V001 quj A. y-, t P U-1, i 7"79 7 A 7E 7E 7E A 7r:, 7E 54-- --�-�- 7F 7F Z 74 74 74 7A 741- A RNISHDE AL DRAIN LINE 8 z 2 0-- - - DRAIN ------ 2- ZE 0!-- v tL44i liver 14"k 14ti- .8L-- czgj En C/) Q) tz (0) 4 #U-uu--t. f 18v RGJ RCP DRA N 0 52X SECTION *D"' SCALE 1 It =50' HORIZONTAL ,4- SCALE 1 IS =5" VERTICAL LID TO BE 1/4" STEEL PL 07f) A 07e) A "7r% A _tAZ)1tNtU 1U UMF MIH 5/6- • 1 &00 1 APPROX. i FINISHED RIVETS, SPOT WELD, OR TACK GRADE ALONG WELD AT 1/8 POINTS Of? BETTER. 722 DRm UA E 722 722 PROVIDE 4 - 12"A 6* OPENINGS W/ 12 72() 1.720 720 SEPARATION BETWEEN OPENINGS WITH 1/2 UD 718 44 718 718 DIAMETER BARS NOT > MORE THAN 2" O.C. F 716 716 716 36"0 0 Z �`> - � • 714 714 714 �� �ti n 712 712 712 710 710 710 APPLY GROUT 708 OA 708 708 at 18" RGJ-RCP 706 706 706 DRAIN LINE 704 704 704 r 702 702 702 .�'�` 700 � �' � 700 700 4.- r4i Cj PPLY GROUT 698 698 698 CMP RISER 696 696 696 1 IF INLET STRUCTURE rc 2.00 *4� 18 RCP DR� IN DETAIL "Coo \,_ 4 -) RQ4 7.17X AGA AGA APPROX FINISHED GRADE ALONG DRAINI Air F_ A% C.4 lb ­J W C3 ze C14 LAJ 19.00 F 18 RCP DR IN 0 21X 722 720 718 716 714 712 710 708 706 704 702 700 698 696 69� SCALE: NONE sommoomm"Nol SECTION KE -- �1 SECTION - KE '-2� SCALE 1 to =50' HORIZONTAL SCALE 1'° =50' HORIZONTAL � 4 1 0`5' VERTICAL 1'• -5' VERTICAL .......... 719,2 �rI jj # � '�, • � '...� J!c IN 5\ \Z Cl� 000� .)e A! •6*, -D 0 dip dip ��A 06 ro /-N I A� Ck T 1 .41 CA- CTS Cv­nk e. �p 000, 000 .000 000 DETAIL KA A SCALE: 1**-2010 Oat -,a` q 0 F 12 776 774 772 770 768 766 764 762 760 758 756 754 752 750 748 /46 744 742 I3IG T Call: TOLL FREE 1- 800 - 227 -2600 AT LEAST M DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA Cn 0 PO o Z co 0 Z u- < LLJ W 00 W (.0 C, - �O LL_ (D (j) %..� C*4 Or- 00 04 z D _j V) CN pr) C) A L .:� V3 LuLJ cc re) I > C-) 0 W al uj U) �� C) C Z-) 0 LA.j LW Ii w (n F2 ♦ cn cn C) V d I= 0:� LAJ LJLJ 0-0- La LLJ L LLJ C%4 Pr) C-4 W) C> Z J LL um 0 ul Lu > 0) Ix (0) 0 QD 0 CC Tm l'- Cl Cl) C* C* r 0 >= < 0 Z a 0 Z 41z J CL Z uj Lu 0 -le w- cc a. ui LL_ 0 W so UL 0 o 7 SECTION *D"' SCALE 1 It =50' HORIZONTAL ,4- SCALE 1 IS =5" VERTICAL LID TO BE 1/4" STEEL PL 07f) A 07e) A "7r% A _tAZ)1tNtU 1U UMF MIH 5/6- • 1 &00 1 APPROX. i FINISHED RIVETS, SPOT WELD, OR TACK GRADE ALONG WELD AT 1/8 POINTS Of? BETTER. 722 DRm UA E 722 722 PROVIDE 4 - 12"A 6* OPENINGS W/ 12 72() 1.720 720 SEPARATION BETWEEN OPENINGS WITH 1/2 UD 718 44 718 718 DIAMETER BARS NOT > MORE THAN 2" O.C. F 716 716 716 36"0 0 Z �`> - � • 714 714 714 �� �ti n 712 712 712 710 710 710 APPLY GROUT 708 OA 708 708 at 18" RGJ-RCP 706 706 706 DRAIN LINE 704 704 704 r 702 702 702 .�'�` 700 � �' � 700 700 4.- r4i Cj PPLY GROUT 698 698 698 CMP RISER 696 696 696 1 IF INLET STRUCTURE rc 2.00 *4� 18 RCP DR� IN DETAIL "Coo \,_ 4 -) RQ4 7.17X AGA AGA APPROX FINISHED GRADE ALONG DRAINI Air F_ A% C.4 lb ­J W C3 ze C14 LAJ 19.00 F 18 RCP DR IN 0 21X 722 720 718 716 714 712 710 708 706 704 702 700 698 696 69� SCALE: NONE sommoomm"Nol SECTION KE -- �1 SECTION - KE '-2� SCALE 1 to =50' HORIZONTAL SCALE 1'° =50' HORIZONTAL � 4 1 0`5' VERTICAL 1'• -5' VERTICAL .......... 719,2 �rI jj # � '�, • � '...� J!c IN 5\ \Z Cl� 000� .)e A! •6*, -D 0 dip dip ��A 06 ro /-N I A� Ck T 1 .41 CA- CTS Cv­nk e. �p 000, 000 .000 000 DETAIL KA A SCALE: 1**-2010 Oat -,a` q 0 F 12 776 774 772 770 768 766 764 762 760 758 756 754 752 750 748 /46 744 742 I3IG T Call: TOLL FREE 1- 800 - 227 -2600 AT LEAST M DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA Cn 0 PO o Z co 0 Z u- < LLJ W 00 W (.0 C, - �O LL_ (D (j) %..� C*4 Or- 00 04 z D _j V) CN pr) C) A L .:� V3 LuLJ cc re) I > C-) 0 W al uj U) �� C) C Z-) 0 LA.j LW Ii w (n F2 ♦ cn cn C) V d I= 0:� LAJ LJLJ 0-0- La LLJ L LLJ C%4 Pr) C-4 W) C> Z J LL um 0 ul Lu > 0) Ix (0) 0 QD 0 CC Tm l'- Cl Cl) C* C* r 0 >= < 0 Z a 0 Z 41z J CL Z uj Lu 0 -le w- cc a. ui LL_ 0 W so UL 0 APPROX FINISHED GRADE ALONG DRAINI Air F_ A% C.4 lb ­J W C3 ze C14 LAJ 19.00 F 18 RCP DR IN 0 21X 722 720 718 716 714 712 710 708 706 704 702 700 698 696 69� SCALE: NONE sommoomm"Nol SECTION KE -- �1 SECTION - KE '-2� SCALE 1 to =50' HORIZONTAL SCALE 1'° =50' HORIZONTAL � 4 1 0`5' VERTICAL 1'• -5' VERTICAL .......... 719,2 �rI jj # � '�, • � '...� J!c IN 5\ \Z Cl� 000� .)e A! •6*, -D 0 dip dip ��A 06 ro /-N I A� Ck T 1 .41 CA- CTS Cv­nk e. �p 000, 000 .000 000 DETAIL KA A SCALE: 1**-2010 Oat -,a` q 0 F 12 776 774 772 770 768 766 764 762 760 758 756 754 752 750 748 /46 744 742 I3IG T Call: TOLL FREE 1- 800 - 227 -2600 AT LEAST M DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA Cn 0 PO o Z co 0 Z u- < LLJ W 00 W (.0 C, - �O LL_ (D (j) %..� C*4 Or- 00 04 z D _j V) CN pr) C) A L .:� V3 LuLJ cc re) I > C-) 0 W al uj U) �� C) C Z-) 0 LA.j LW Ii w (n F2 ♦ cn cn C) V d I= 0:� LAJ LJLJ 0-0- La LLJ L LLJ C%4 Pr) C-4 W) C> Z J LL um 0 ul Lu > 0) Ix (0) 0 QD 0 CC Tm l'- Cl Cl) C* C* r 0 >= < 0 Z a 0 Z 41z J CL Z uj Lu 0 -le w- cc a. ui LL_ 0 W so UL 0 722 720 718 716 714 712 710 708 706 704 702 700 698 696 69� SCALE: NONE sommoomm"Nol SECTION KE -- �1 SECTION - KE '-2� SCALE 1 to =50' HORIZONTAL SCALE 1'° =50' HORIZONTAL � 4 1 0`5' VERTICAL 1'• -5' VERTICAL .......... 719,2 �rI jj # � '�, • � '...� J!c IN 5\ \Z Cl� 000� .)e A! •6*, -D 0 dip dip ��A 06 ro /-N I A� Ck T 1 .41 CA- CTS Cv­nk e. �p 000, 000 .000 000 DETAIL KA A SCALE: 1**-2010 Oat -,a` q 0 F 12 776 774 772 770 768 766 764 762 760 758 756 754 752 750 748 /46 744 742 I3IG T Call: TOLL FREE 1- 800 - 227 -2600 AT LEAST M DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA Cn 0 PO o Z co 0 Z u- < LLJ W 00 W (.0 C, - �O LL_ (D (j) %..� C*4 Or- 00 04 z D _j V) CN pr) C) A L .:� V3 LuLJ cc re) I > C-) 0 W al uj U) �� C) C Z-) 0 LA.j LW Ii w (n F2 ♦ cn cn C) V d I= 0:� LAJ LJLJ 0-0- La LLJ L LLJ C%4 Pr) C-4 W) C> Z J LL um 0 ul Lu > 0) Ix (0) 0 QD 0 CC Tm l'- Cl Cl) C* C* r 0 >= < 0 Z a 0 Z 41z J CL Z uj Lu 0 -le w- cc a. ui LL_ 0 W so UL 0 Z J LL um 0 ul Lu > 0) Ix (0) 0 QD 0 CC Tm l'- Cl Cl) C* C* r 0 >= < 0 Z a 0 Z 41z J CL Z uj Lu 0 -le w- cc a. ui LL_ 0 W so UL 0 W so UL 0 I CIA N /' o 50 509 z r � �RRlQQN DRIVE I I (FUTURE STREET) .. in ©• • _. j — — / ..,• ..F• a.r• +•. ...+ -.— • -=a-• Lis • • -wC � _ � — \ s .`• � y � � � tfi }1 ! � l�• • � � • wow "aft 1-wa R26 R26A CA CIO Lo woo _ N •1 �• ✓� a i� , . "� 17 18 i'W I DETAIL 22 20+ PROPOSE® - • -- _ _ �. f w �� �r co e va- 1 +� - - - _ r3 tan W '� A — _ . =— _•L _ _.... . _.. —_Iw._ _.._ _L. _` i "'v '"^',j / O y Asti, . / / .I / . / / . - R L� — _, . •.� . + '— %—.. •.s ur•► �. .. ....... .. .ri.�.L '.. , ' ' . ` _ '`• / / \ . ` • -` / / I dftm [ ` �•"'.. arm"" . t ��lf iiJ all � ,,- /.- D� . A / �. _ , .- t�tNG ! ...- -- ETp1t_ I � Z - - `- `,.,.., ,. ,. '� /L � e • -,, � • . CU �'� . L) .- . 4 U) .24;00 ago* 0-01 CONC. MON. IN L.H. TAGGED l k � �'�' 2 �► 1 •°� I tLZ � OY� \ ... L.S. 3779 PER TR. 5896 ` � . M.B. 5T, PGS. 150 -151. :,.: �. I I I 3 L" ci Q 7 NOTE DR AND CAP NOT I =' e 5 N 0� 1 TO j �`�- Q/ ` r�+/+�• t..I `�/7 , /,��( ink` l `/' t \ `�• `` r i;; V ] / 1 j)tt / ty" :� • /0) �• / ' �X� / I • �� I i t e v. O • ` - � '.10 qZ5 CIS Pz � . �Q!! 1-- OOZIVS16 VD CA � 400, Cs ok C07 cp ev co 000, W7-10710' n ''�• vs d t1ti STAm 25+02w02 t+u i I CoLm STAw tn 13 STRIPING t PLAN tl �/ • .;. v o ©�� o� SCALE: 1 = 50 HORIZONTAL oi� 0 51 1 S VERTICAL A, © '� t m a. 2 �. Y E' LEGEND, • R1 -1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: "R1 _1" _STOP "wi -1" _ "R4-7" -KEEP RIGHT mW31( CURVE ARROW CA� � END "R6-1 -ONE WAY W3 -3 - SIGNAL AHEAD "R5 -1" - "DO NOT ENTER "W3 -1" - STOP AHEAD *R26(CA)" - NO PARKING °W14 -1" - NOT A THROUGH STREET R3 -5R - RIGHT TURN ONLY "W14 -2" - NO OUTLET "R81(CA)" - BIKE LANE "W1 --7" - DOUBLE ARROW R7 -9 - NO PARKING/BIKE LANE "W1 -6' - SINGLE ARROW 1RIPING NOTES: (LT. OR RT.) ALL TEMPORARY STRIPING AND MARKING DESIGNATED WTH (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 LEGEND�j..* A 100' WIDE SOUTHERN CALIFORNIA EDISON TRANSMISSION LINE EASEMENT PER BOOK 1914, PAGE 327, O.R. <8> SAN JOAQUIN LIGHT & POWER CORP. CENTERLINE POW POLE RIGHT-OF-WAY ER WAY PER BOOK 734, PAGE 24, O.R. C 1501 WIDE SOUTHERN CALIFORNIA EDISO N COMPANY TOWER LINE EASEMENT PER BK. 274, PG. 283 OF DEEDS, BK. 2790 PG. 194 OF DEEDS, SK. 1662, PG. 739, O.R. BK. 1666, PG. 141, O.R., AND BK. 54669, � PG, 354 0.' R. , D 15 s x40 LONG PG &E SLOPE AND DRAINAGE EASEMENT PER BK. 57099 PG. 2275, O.R. <t> 15'x100' LONG PG &E TEMPORARY CONSTRUC11 aN EASEMENT PER BK- 5709, PG. 2276, G.R. <t> EASEMENT FOR ROAD IMPROVEMENT PER DOCUMENT NO. 0206302290 EASEMENT PER BK. 5709, PG. 2276v O.R. GEND: ABBREVIATIONS F.L. FLOWLINE P.O. V.C. POINT ON VERTICAL CU C.L. CENTERLINE CURVE 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 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 0 EXI- STING SURVEY MONUMENT QCD-) EXISTING STORM DRAIN MANHOLE f EXISTING SEWER MANHOLE EXISTING FIRE HYDRANT r...� EXISTING STREET LIGHT EXISTING WATER VALVE * FURNISH & INSTALL SURVEY MONUMENT PER G -0 -8• STANDARD DETAIL ST -13. FURNISH & INSTALL TYPE "A" SEWER MANHOLE PER ENCSD STANDARDS. FISH & INSTALL STORM DRAIN MANHOLE WITH GATED LID -SEE DETAIL D ON SHEET 4. FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STANDARD- DETAIL T -2. LEGEND* f,,.QON T. D EXISTING STORM DRAIN LINE EXISTING SEWER LINE EXISTING WATER LINE .._.._.._. _ _ 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 z// PROPOSED O OSED EDGE OF PAVEMENT EXISTING CONTOUR LINE 2' INTERVAL ITEM OF WORK - SEE SCHEDULE SECTION DESIGNATION: SECTION LETIM SHEET W RE SECTION IS SHOD 7; 7e 74 74 74 74 73 731 7,34 73: 73( 72F 726 724 722 720 718 SECTION "C" e SCALE 1 " =50' HORIZONTAL 5 SCALE 1 " =5' VERTICAL 752 750 748 gas �aa 742 740 738 734 736 X32 F30 '28 26 24 22 zo +a oA 410?Y ty Coll: TOLL FREE 1 -800- 227 --2600 AT LEAST TWO DAY'S BEFORE Y0t) DIG UNDERGROUND SERVICE ALERT w t C) W m 11 co � Z 0 CLa 00 CN __ Imm�C'3 N ° U z W 0 a co CL =Now V Z L� L. W. I J __J cr) W Lit 00 J ,r- o> t-. Lu t0 IL 1�= co) co J C) v) � � z N � Ld m } Q � W °C ° °a 1 W o c!) N J M� > U O x C-) 7 Q 0 w t C) W m 11 co � Z CLa u, 0 (In Imm�C'3 un o co CL =Now uj W. cr) ocom cj) � aZ�o o> IL 1�= co) co J CIO � � z � J !I Z le °C ° °a 4 aQN W o c!) N J co / T_ O UQ O M 7 Q w t C) W m 11