Loading...
HomeMy WebLinkAbout1.1-6825 Ph 3 Record DrawingSTANDARD NOTES I. 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 UTIUTIES THAT CROSS OR ARE WITHIN 5' HORIZONTAL DISTANCE OF SEWER AND STORM DRAIN UNES. 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 CONFUCT EXISTS TIME ENGINEER SHALL BE NOTIFIED IN ORDER TO REDESIGN THE AUGNMENT. IF RELOCATION OF EXISTING UTILITIES IS DEEMED NECESSARY THE CONTRACTOR SHALL BE COMPENSATED FOR INSTRUCTED RELOCATION. IF REDESIGN OF THE AUGNMENT REQUIRES ADDITIONAL FITTINGS, PIPE OR EXCAVATION THE CONTRACTOR SHALL BE COMPENSATED FOR REMSION. IN THE EVENT A UTILITY IS DAMAGED THE CONTRACTOR SHALL BE WHOLLY RESPONSIBLE FOR ITS REPAIR. 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 OATH THE CITY OF BAKERSFIELD STANDARD DRAWING ST -6, EXCEPT AS NOTED ON PLANS. ALL MANHOLES AND CLEANOUTS WITHIN TRACT, INCLUDING EXISTING MANHOLES, SHALL BE ADJUSTED TO FINISH GRADE IN ACCORDANCE WITH CITY STANDARDS. EXISTING MANHOLES MAY REQUIRE REMOVAL OF EXISTING CONE, AND REMOVAL OR "CHANGE our OF BARREL RINGS. ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS AND SPECIFICATIONS OF THE CITY OF BAKERSFIELD. THE FOLLOWING CITY OF BAKERSFIELD STANDARDS SHALL BE CONSIDERED PART OF THESE PLANS: ST -1, ST -3, ST -4, ST -6, ST -7, ST -9, ST -10, ST -11 ST -13, ST -14, ST -15, ST -18, ST -19, D-14, D-16, T-1 PAVING FOR RESIDENTIAL AND LOCAL STREETS SHALL BE 0.20' TYPE 'B" ASPHALT CONCRETE OVER 0.45' AGGREGATE BASE (PER (VOTE 17 ON SHEET 2 OF 8) OVER 1.0' O.G.. O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -13. INSTALL STANDARD SURVEY MONUMENT FRAME AND COVER PER CITY OF BAKERSFIELD STD. DWG. ST -13. O TO BE INSTALLED O EXISTING JL INSTALL TRAFFIC CONTROL SIGNS INSTALL STANDARD STREET NAME SIGNS PER C.O.B. STD. T-1 + INSTALL METRO SIZE STREET NAME SIGNS PER C.O.B. STD. T-1 -o- INSTALL STREET LIGHT- HOLOPHANE-LII SERIES PER C.O.B. STD. SP7-86-10. STREET UGHTS SHALL MATCH THOSE EXISTING IN THE VICINITY AND IN ACCORDANCE WITH C.O.B. STANDARD DETAIL ST -14. SIREERUGHT LUMINAIRES ARE TO BE LID AS SPECIFIED IN COB SPECIAL PROVISIONS SECTION 86-6.01 OF WHICH MODELS INCLUDE: AMERICAN ELECTRIC UGHTING ATBO, AUFOBAHN SERIES LEO TEK EC1 THRU EC7 SERIES CREE XSP/XSPR SERIES AND OTHERS ON APPROVED UST OR AN EQUIVALENT AS APPROVED BY CITY ENGINEER 7. INSTALL TYPE 'B" CURB AND GUTTER, PER C.O.B. STANDARDS, ON ALL STREETS UNLESS OTHERWISE NOTED. 8. INSTALL 5' COMBINATION SIDEWALK ON ALL LOCAL STREETS AND 6' COMBINATION SIDEWALK ON ARTERIAL AND COLLECTORS UNLESS OTHERWISE NOTED. 9. SEWER LATERAL LOCATIONS TO BE STAMPED ( S ) INTO THE CURB FACE OVER EACH SEWER LATERA_ STAMP "C" INTO CURB FACE AT ALL MEDIAN CONDUIT CROSSINGS. 10. INSTALL ADDITIONAL # 3-1/2 PULL BOX FOR STREET LIGHTS AT P.G.& E. SERVICE PONT. ALL PULL BOOS TO BE INSTALLED ON A GRAVEL BED A MINIMUM OF 6" THICK. 11. INSTALL HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL UNIT STANDARD PLAN R.S.P. ABBA-CASE A. 12. ALL MANHOLE AND IAAPHOLE FRAME AND COVERS SHALL BE SET 1/4" BELOW PAVEMENT GRADE. ' 13. 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 SID. T-19 SHALL BE LOCATED WITHIN 90EWAL( 61 FROM BACK. 14. COMPACTION TESTS SHALL. BE TIME RESPONSIBILITY OF THE DEVELOPER/SUBDMDER/CONTRACTOR. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. d Service Alert Call: TOLL FREE 1-800-227-2600 TWO WORKING DAYS BEFORE DIGGING 3c.R. / CENTERUNE STORM .DRAIN CITY OF BAKERSFIELD KERN COUNTY CALIFORNIA STREET CONSTRUCTION PLANS FOR TRACT NO, 6825 PHASE 3 LEGEND: ABBREVIATIONS FL FLOWLNE POVC PONT ON VERTICAL CURVE CL CENTERLINE SVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR END CURB RETURN PRC PONT OF REVERSE CURVATURE SC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE PIVC POINT OF INTERSECTION TC TOP OF CURB OF VERTICAL CURVE TP TOP OF PAVEMENT SDMH STOW BRAIN MANHOLE FC FINISH CONCRETE INV INVERT RCP REINFORCED CONCRETE PIPE G.B. GRADE BREAK RGJ RUBBER GASKEIED JOINT •Q FURNISH & INSTALL SURVEY MONUMENT PER COB. SID. ST -13. EXISTING SURVEY MONUMENT FURNISH & INSTALL STREET SIGN PER C.O.B. SID. T-1. FURNISH & INSTALL METRO STREET SIGN PER COR SID. T-1. FURNISH & INSTALL STREET UGHT-HOLDPHANE-LV1X SERIES PER COLS. SID. SP7-86-10. s FURNISH & INSTALL. TRAFFIC SIGNS PER C.O.S. STD. T-19: 'RI -i" - STOP 'WI -7' - DOUBLE ARROW "R6 -I" - ONE WAY 'WI -6' - SINGE ARROW T15-1" - DO NOT ENTER "WI -I' - CURVE ARROW 1R28(CA)1 - NO PARKING '13-3' - SIGNAL MEAD 'R3 -5R' - RIGHT TURN ONLY 'W3-1' - STOP AHEAD HP H A S E 1 "R4-7' - KEEP RIGHT 'S5-2" - END SCHOOL ZONE BISCAYANE?DRI pp I 'R81(CA)' - BIKE LANE '54-2' - WHEN CHILDREN ARE PRESENT "w31(aR)• -END 's4-3• - saoa • W w . I O "Wiht' - DEAD END "R2-1" - SPEED UMIT 20 ,D I ( 11 I 1014-2" - NO OUTLET �1 _ PHASE 2 1_I I_" 5 0l p �° y a: ■ m 19 g m m as m TO.M 363.2 TOP O MANHOLE/TOP of CLEANOUT ELEVATION F Cil 5 1 I I 1 1 I 1 I I 1 I I © --- P H SE $ 1 i 1 3 1 I 1 I m < D CONSTRUCT STORM GRAN PER Ott STANDARDS (DZ L _1 _L _L_1_1 " C ® CONSTRUCT STORM DRAIN MANHOLE TYPE 'B' PER C.O.B. SID. 0-18. � tD tai ' - - - - - - -T-POCOHONTAS LANE- - - - CONSTRUCT CATCH BASIN 1aJ� Q �� a m i TYPE 'A' PER C.O.S. 51D. 5-12. T_T-r > T^ 4 I a I• 1 a 1• 1 3 w l n l n l m 1 w l .a i m l 17 �� s s SEWER - REFER TO EM.C.S.D. IN. NO. 6567 SEWER & WATER PLANS I I I I 1 Dj 1 1 1 I I I I p 6 SEWER MANHOLE -REFER TO E.N.C.5.0. RR. N0.6567 SEWER &WRIER PLANS BERKSHIRE RQW.® SEWER CLEANOUT - REFER TO E.N.CS.D. IN. NO. 6567 SEWER & WATER PLANS CONSTRUCT 18' BOTTOM 'MOTH DRIVEWAY W/3' 1NGS PER C.O.B. SID. ST -4. (UNLESS OTHERWISE NOTED) ..... _ ,-.,. PHASE BOUNDARY - - TRACT BOUNDARY PROJECT MAP- - PROPOSED EDGE OF PAVEMENT Ts FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT SCALE: I"=200' IR FURNISH & INSTALL IRRIGATION CONDUIT ® SHEET NO. INDEX IG FURNISH & INSTALL INTERCONNECT CONDUIT QFURBISH & INSTALL SPUCE BOX FOR INTERCONNECT NOTE: TR3=NO. 3 1/2 SIZE TR5=NO. 5 SIZE IR6=N0. 6 SIZE nu Accc nor BE nu+urn GTEB c, AA awiro O CURVE NUMBER FOR CURVE DESCRIPTION ALONG CURB ALLAW= PHASES TO nn BY- SAME TcD 1 O TAPER NUMBER FOR TAPER DESCRIPTION ALONG aM ALL PHASES TO BE CONSTRUCTED 11JIF3ttW O A ITEM G 1YORIC -SEE SCHEDULE Gnaw LETTER ------- 11 SECTION UNE SECTION IS LOCATED CENTERLINE STORM DRAIN /UP CURB AND GUTTER SIDEWALK LANDSCAPE TYPICAL CATCH BASIN LOCATION AT CURB RETURN N.T.S. LIST OF MATERIALS ITEM UNIT TOTAL A.C. PAVING TONS 2017 CL II AGO. BASE CUYD 2315 SUBGRADE PREPARATION SQYD 14570 6" CURB AND GUTTER LF 4181 HANDICAP RAMPS EA. 5 DRIVEWAYS SOFT 4320 SIDEWALK SOFT 20802 CROSS GUTTERS EA. - STANDARD STREET NAME SIGNS EA. 4 METRO STREET NAME SIGNS EA. 2 STOP SONS EA. 2 5800 LUMEN STREET LIGHTS EA. 8 MONUMENT ENCASEMENTS EA. 6 LOCAL STREET FRONTAGE 2964 LF COLLECTOR STREET FRONTAGE 1222 LF ARTERIAL STREET FRONTAGE 495 LF VICINITY MAP N.T.S. NOTE: 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. TELEPHONE 326-3049 2. 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. 3. NO CITY INSPECTIONS VALL BE GIVEN FOR THE WORK IN THIS AREA UNTIL A STREET PERMIT WITH APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINED. 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. ANY ERRO IONS, OR VIOL ONS OF THOSE ORDINANCES, STANDAR S, AND D SIGN T�NCOU�jTERED DURING CONSTRUCTION SHAL BE CORRECT D O RR ONS�REFLECTED ON CORRECTED APPROVED BY: ROGER A. MCINTOS R.C.E. 33322 DATE APPROVED BY:NICOLAS FIDLER, ACTING PUBLIC WORKS DIRECTOR DATE R.C.E. N0. 61069 EXP. 12-31-14 REVIEWED BY: ASSISTANT PUBLIC WORK'8 DIRECTOR REVIEWED BY: 2y ✓-�`�'""` 4�z.��t'`I TRAFFIC ENGINEER BASIS OF BEARINGS: THE BEARING OF N. 89'06'48" W. SHOWN FOR THE NORTH LINE OF THE NORTHEAST QUARTER OF SECTION 30, T. 30S., R. 27E. ON K.C.S. FILED MAP NO. 7-1 BK. 6, PG. 26 IN THE OFFICE OF THE KERN COUNTY SURVEYOR WAS USED AS THE BASIS OF BEARINGS SHOWN HEREON. BENCHMARK USED: TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE INTERSECTION OF OLD RIVER ROAD AND BERKSHIRE ROAD. ELEVATION = 346.42' (USGS DATUM) LEGAL DESCRIPTION: LOTS 15 AND 16 OF SECTION 30, TOWNSHIP 30 SOUTH, RANGE 27 EAST, M.D.M., CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA, ACCORDING TO THE SALES MAP OF LANDS OF THE KERN COUNTY LAND COMPANY FILED JANUARY 22, 1892. INDEX OF SHEETS SHEET TITLE 1. COVER SHEET 2. NOTES & SPECIFICATIONS 3. POCOHONTAS LANE 4. BERKSHIRE ROAD 5. VARDEN STREET & BIDWELL DRIVE 6. "'D RIYER ROAD & VOGEL WAY 7. &I STRIPING PLAN Ai RpEVIfs11aN , tMf>KDVED BY' R06E'R A- Me=WFgV. RCf 3322 DATE pPPRovEPBY: --`j DRNLEL pAtxLl-ql 4ZCF b.M Eyfq'jw118DAPE y �N0 0 M � � 6 z@ �rs/9� U � � �P iF < o n O 2 n U O V Z W I < J _[v W' ANN mmmw', HAI M01111111 W t0 N to Of NLd m S VICINITY MAP N.T.S. NOTE: 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. TELEPHONE 326-3049 2. 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. 3. NO CITY INSPECTIONS VALL BE GIVEN FOR THE WORK IN THIS AREA UNTIL A STREET PERMIT WITH APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINED. 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. ANY ERRO IONS, OR VIOL ONS OF THOSE ORDINANCES, STANDAR S, AND D SIGN T�NCOU�jTERED DURING CONSTRUCTION SHAL BE CORRECT D O RR ONS�REFLECTED ON CORRECTED APPROVED BY: ROGER A. MCINTOS R.C.E. 33322 DATE APPROVED BY:NICOLAS FIDLER, ACTING PUBLIC WORKS DIRECTOR DATE R.C.E. N0. 61069 EXP. 12-31-14 REVIEWED BY: ASSISTANT PUBLIC WORK'8 DIRECTOR REVIEWED BY: 2y ✓-�`�'""` 4�z.��t'`I TRAFFIC ENGINEER BASIS OF BEARINGS: THE BEARING OF N. 89'06'48" W. SHOWN FOR THE NORTH LINE OF THE NORTHEAST QUARTER OF SECTION 30, T. 30S., R. 27E. ON K.C.S. FILED MAP NO. 7-1 BK. 6, PG. 26 IN THE OFFICE OF THE KERN COUNTY SURVEYOR WAS USED AS THE BASIS OF BEARINGS SHOWN HEREON. BENCHMARK USED: TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE INTERSECTION OF OLD RIVER ROAD AND BERKSHIRE ROAD. ELEVATION = 346.42' (USGS DATUM) LEGAL DESCRIPTION: LOTS 15 AND 16 OF SECTION 30, TOWNSHIP 30 SOUTH, RANGE 27 EAST, M.D.M., CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA, ACCORDING TO THE SALES MAP OF LANDS OF THE KERN COUNTY LAND COMPANY FILED JANUARY 22, 1892. INDEX OF SHEETS SHEET TITLE 1. COVER SHEET 2. NOTES & SPECIFICATIONS 3. POCOHONTAS LANE 4. BERKSHIRE ROAD 5. VARDEN STREET & BIDWELL DRIVE 6. "'D RIYER ROAD & VOGEL WAY 7. &I STRIPING PLAN Ai RpEVIfs11aN , tMf>KDVED BY' R06E'R A- Me=WFgV. RCf 3322 DATE pPPRovEPBY: --`j DRNLEL pAtxLl-ql 4ZCF b.M Eyfq'jw118DAPE a P rti W W T CITY RECORDS NO: O y �N0 0 M � � 6 z@ �rs/9� U � � �P iF < o n O 2 n U O V Z W I < J _[v W' Ga W t0 N to Of NLd m S a P rti W W T CITY RECORDS NO: O y �N0 6 z@ �rs/9� U � � �P iF a P rti W W T CITY RECORDS NO: O STANDARD NOTES (CONT.) ASPHALT CONCRETE PAVING NOTES: 15. CONTRACTOR SHALL PROVIDE 1 SPARE STREET LT. FOR EVERY 10 INSTALLED 1. ASPHALT CONCRETE SHALL BE TYPE 'A' (MODIFIED) FOR ALL ARTERIAL AND COLLECTOR STREETS TO CITY OF BAKERSFIELD, PUBLIC WORKS DEPT. GENERAL SERVICES MON.AND TYPE B (MODIFIED) FOR LOCAL STREETS AND SHALL CONFORM TO THE PROVISIONS IN SECTION 39, "ASPHALT CONCRETE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL 16. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PROVISIONS. PUBLIC WORKS DEPT. FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY AN IMPROVEMENT AGREEMENT, APRROVED 2. PRIOR TO THE ADDITION OF ASPHALT BINDER, THE COMBINED MINERAL AGGREGATE FOR TYPE A INSURANCE, AND SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK (MODIFIED) OR TYPE B (MODIFIED) ASPHALT CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF PERFORMED WTHIN THE RIGHT-OF-WAY AND INSURANCE SHALL BE POSTED SECTION 39-2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS FOR 3/4" MAXIMUM, MEDIUM GRADING. PRIOR TO ISSUANCE OF THE PERMIT. 3. ASPHALT BINDER FOR TYPE A (MODIFIED) ASPHALT CONCRETE SHALL BE PG 64-10 PERFORMANCE GRADED 17. AGGREGATE BASE: AGGREGATE BASE MATERIAL FOR ARTERIAL & COLLECTOR ASPHALT, UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER. ASPHALT BINDER FOR TYPE 8 (MODIFIED) ROADWAYS SHAT MEET THE SPECIFICATIONS FOR CUSS 2 AGGREGATE BASE ASPHALT CONCRETE SHALL BE PG 64-10 PERFORMANCE GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE (CL 2 A3) CONFORMING TO SECTION 26 OF THE STATE STANDARD SPECIFICATIONS, CIN ENGINEER. THE ASPHALT BINDER SHALL CONFORM TO THE REQUIREMENTS IN THE TABLE FOR LATEST EDITION: HOWEVER. NO RECYCLED OR RECLAIMED MATERIAL WILL BE "STEAM -REFINED PAVING ASPHALTS," IN SECTION 92-1.02, "GRADES," OF THE STANDARD ALLOWED. BASE MATERIAL IN LOCAL ROADS SHALL BE ETHER CL 2 AB OR SPECIFICATIONS. CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200-2.4 OF THE "GIFE'NBOOC". 4. 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 AGGREGATE BASE SHALL BE FURNISHED AND PLACED IN ACCORDANCE WITH PROPOSED FOR USE IN THE WORK. THE AMOUNT OF ASPHALT BINDER SHALL BE APPROVED BY THE THE CONTRACT PLODS, THE STANDARD SPECIFICATIONS FOR PUBUC WORKS ENGINEER. CONSTRUCTION AND THESE DETAILED SPECIFICATIONS. AGGREGATE BASE SHALL BE GRADED TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95% 5. AT LEAST 14 DAYS PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL SUBMIT THE FOLLOWING FOR THE OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D-1557. CIN ENGINEER'S REVIEW AND APPROVAL: 18. SUBGRADE PREPARATION: THE CONTRACTOR SHALL FINE GRADE AND COMPACT A. A LIST OF AGGREGATE AND ASPHALT SOURCES. STREET SUBGRADE IN ACCORDANCE WITH THE CONTRACT PLANS, CITY REQUIREMENTS AND STANDARD SPECIFICATIONS. SUBGRADE SHALL BE GRADED B. DOCUMENTATION VERIFYING THAT THE AGGREGATES TO BE INCORPORATED IN THE WORK CONFORM TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95% OF THE MAXIMUM TO THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE," OF THE STANDARD DRY DENSITY IN ACCORDANCE WITH ASTM D-1557. SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MATERIAL SIEVE ANALYSIS AND SAND EQUIVALENT TEST RESULTS SHOULD NOT BE OLDER THAN SIX (6) MONTHS. ALL OTHER TEST 19. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/ RESULTS SHALL BE NO OLDER THAN ONE (1) YEAR. SUBDIVIDER/CONTRACTOR. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGNEER. 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 20. GIST CONTROL DESIGN ALONG WITH THE THEORETICAL MAXIMUM DENSITY OF THE DESIGN MIXTURE AS DETERMINED BY ASTM D2041. THE ASPHALT CONCRETE MIX SHALL MEET THE REQUIREMENTS CONTRACTOR SHALL OBTAIN A COPY OF THE DUST CONTROL PIAN (DCP) FOR THIS PROJECT OF SECTION 39-2.02, "AGGREGATE,' OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL FROM THE DEVELOPER, AND SHAD. KEEP A COPY ON SITE AT ALL TIMES. FOR THE DURATION PROVISIONS. IF THE DATA SUBMITTED SHOWS THAT THE MATERIALS ARE SUBSTANTIALLY THE SAME OF CONTRACTOR'S OCCUPANCY OF THE SITE, CONTRACTOR IS REQUIRED TO COMPLY WITH THE AS WHEN THE DESIGN WAS PREPARED, THE DESIGN MAY BE UP TO THREE (3) YEARS OLD. THE PROVISIONS OF SAID PLAN. CONTRACTOR SHALL BEAR ALL COSTS ASSOCIATED WITH THE ASPHALT CONCRETE MIX DESIGN. 21. STORM WATER POLLUTION PREVENTION 6. WHERE NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM TO EXISTING PAVED SURFACES, THE EXISTING PAVEMENT SHALL BE SAW CUT IN A NEAT STRAIGHT LINE, ETHER PARALLEL OR PERPENDICULAR TO THE CONTRACTOR SHALL OBTAIN A COPY OF THE STORM WATER POLLITIION PREVENTION PLAN (SWPPP) CENTERLINE OF THE STREET, AND AT A MINIMUM DISTANCE OF ONE (1) FOOT FROM THE EXISTING EDGE OF PAVEMENT. FOR THIS PROJECT FROM THE DEVELOPER, AND SHALL KEEP A COPY ON SITE AT ALL TIMES. FOR THE DURATION OF CONTRACTOR'S OCCUPANCY OF THE SITE, CONTRACTOR IS REQUIRED TO COMPLY 7. A PRIME COAT WILL NOT BE REQUIRED ON NON -PAVED AREAS TO BE SURFACED PRIOR TO THE PLACEMEN WITH THE PROVISIONS OF SAID PINI. OF ASPHALT CONCRETE. HOWEVER, ALL OTHER REQUIREMENTS OF SECTION 39-4.01, "SUBGRADE," OF THE STANDARD SPECIFICATIONS SHALL BE MET. 22 CONSTRUCTION OPERATIONS SHALL BE ACTIVELY IN PROGRESS ONLY BETWEEN THE 8. THE AREA TO WHICH PANT BINDER HAS BEEN APPLIED SHALL BE CLOSED TO PUBLIC TRAFFIC. CARE SHALL HOURS OF 8:30 A.M. - COO P.M., MONDAY THROUGH FRIDAY, EXCEPT LEGAL BE TAKEN TO AVOID TRACKING BINDER MATERIAL ONTO THE EXISTING PAVEMENT SURFACE BEYOND THE HOUDAYS. WHERE CONSTRUCTION OPERATIONS ARE ACTIVELY IN PROGRESS A LIMITS OF CONSTRUCTION. MINIMUM O ONE TRAFFIC LANE NOT LESS THAN TWELVE FEET IN WIDTH, SHALL BE OPEN FOR USE BY PUBUC TRAFFIC. WHERE CONSTRUCTION OPERATIONS ARE NOT S. PAVING SEAMS SHALL BE LOCATED TO MATCH DESIGNED TRAFFIC LANE STRIPE LOCATIONS UNLESS GRES ACTIVELY IN PROS, NOT LESS THAN TWO SUCH LANES SHALL BE OPEN FOR USE OTHERWISE PERMITTED BY THE CITY ENGINEER. BY PUBUC TRAFFIC. PUBLIC TRAFFIC MAY BE PERMITTED TO USE THE SHOULDERS AND, IF HALF -WIDTH CONSTRUCTION METHODS ARE USED, MAY ALSO BE PERMITTED 10. INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE CITY ENGINEER. ADDITIONAL TO USE THE SIDE OF THE ROADBED OPPOSITE TO THE ONE UNDER CONSTRUCTION. ASPHALT CONCRETE SHALL BE PLACED AT ROAD CONNECTIONS AND PRIVATE DRIVES WHERE SHOWN ON THE NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR ANY SHAPING OF SHOULDERS PLANS AND AS DIRECTED BY THE CITY ENGINEER AND SHALL BE HAND RAKED, IF NECESSARY, AND COMPACTED NECESSARY FOR THE ACCOMMODATION OF PUBLIC TRAFFIC THEREON DURING PAVING TO FORM SMOOTH, TAPERED CONNECTIONS. OPERATIONS. IN ORDER TO EXPEDITE THE PASSAGE OF PUBUC TRAFFIC THROUGH OR MOUND THE 11. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS 0.15 FOOT OR LESS, PAVING WORK AND WHERE ORDERED BY THE ENGINEER. THE CONTRACTOR SMALL, AT HIS OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT, AT THE END OF EACH WORK SHIFT, THE OWN EXPENSE, FURNISH. INSTALL AND MANTAIN CONSTRUCTION AREA SIGNS LIGHTS. LENGTH OF PAVEMENT ALONG THE LONGITUDINAL DROP-OFF BETWEEN ADJACENT LANES IS NOT GREATER FLARES, TEMPORARY RAIUNG (TYPE K), BARRICADES, AND OTHER FACILITIES FOR THAN THAT WHICH CAN BE SURFACED DURING THE FOLLOWING SHIFT OF PAVING OPERATIONS. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE THE SOF CONVENIENCE AND DIRECTION O PUBLIC TRAFFIC ALSO, MERE AN DROP-OFFS ON EACH LE. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED DROP-OFFS ENGINEER, THE CONTRACTOR SHALL FURNISH COMPETENT DIRECTED BY THES EN TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR FLAGMEN WHOSE DUTIES IE S SHALL CONSIST DIRECTING THE MOVEMENT O OTHER APPROVED BOND BREAKER, MAY BE PLACED CONFORMS TO FACILITATE THE REMOVAL OF THE PUBUC TRAFFIC THROUGH MOUND THE 'SORT(. CONFORMS WHEN PAVING OPERATIONS RESUME. 23. REMOVE TRAFFIC STRIPES AND PAVEMENT MARKINGS. TRAFFIC STRIPES AND PAVEMENT MARKINGS TO BE REMOVED WILL BE AS SHOWN ON PLANS AND AS DESIGNATED BY THE ENGINEER. TRAFFIC STRIPES AND PAVEMENT MARKINGS SHALL BE REMOVED TO THE FULLEST EXTENT POSSIBLE FROM THE PAVEMENT BY ANY METHOD THAT DOES NOT MATERIALLY DAMAGE THE SURFACE OR TEXTURE OF THE PAVEMENT OR SURFACING. WHERE BLAST CLEANING IS USED FOR THE REMOVAL OF PANTED TRAFFIC STRIPES AND PAVEMENT MARKINGS, THE AREA SHALL BE SHIELDED SO THAT NO MATERIAL FROM THE BLASTING OPERATION IS ALLOWED TO ENTER THE AREA THAT IS OPEN TO THE PUBUC TRAFFIC. SAND OR OTHER MATERIAL DEPOSITED ON THE PAVEMENT AS A RESULT OF REMOVING TRAFFIC STRIPES AND MARKINGS SHALL BE REMOVED AS THE WORK PROGRESSES. ACCUMULATIONS O SAND OR OTHER MATERIAL WHICH MIGHT INTERFERE WITH DRAINAGE OR MIGHT CONSTITUIE A HAZARD TO TRAFFIC WILL NOT BE PERMITTED. TRAFFIC STRIPES SHALL BE REMOVED BEFORE ANY CHANGE IS MADE IN THE TRAFFIC PATTERN. BLAST CLEANING FOR REMOVAL OF TRAFFIC STRIPES STALL BE FEATHERED OUT TO IRREGULAR AND VARYING 'MOTHS PAVEMENT MARKINGS SHALL BE REMOVED BY BLAST CLEANING A RECTANGULAR AREA, RATHER THAN JUST LETTERING OR MARKINGS, SO THE OLD MESSAGE CANNOT BE IDENTIFIED. AFTER REMOVAL OF TRAFFIC STRIPES AND PAVEMENT MARKINGS, A FOG SEAL COAT SHALL BE APPUED IN CONFORMANCE WITH THE PROVISIONS IN SECTION 37, BITUMINOUS SEALS', OF THE STANDARD SPECIFICATIONS AND THE FOLLOWING: IN TRAFFIC STRIPE REMOVAL AREAS THE FOG SEAL COAT SHALL BE APPLIED OVER THE TRAFFIC STRIPE REMOVAL AREA AND TO IRREGULAR AND VARYING WIDTHS WITH AN AVERAGE WIDTH OF 2 FEET ON EACH SIDE O THE BLAST CLEANED TRAFFIC STRIPE REMOVAL AREA. IN PAVEMENT MARKING REMOVAL AREAS, THE FOG SEAL COAT SHALL BE APPLIED TO THE BLAST CLEANED RECTANGULAR AREA. FULL COMPENSATION FOR FURNISHING AND APPLYING FOG SEAL AS SPECIFIED HEREIN SHALL BE CONSIDERED AS INCLUDED IN THE CONTRACT PRICE PAID PER SQUARE FOOT FOR REMOVAL O TRAFFIC STRIPE AND PAVEMENT MARKING AND NO SEPARATE PAYMENT WILL BE MADE THEREFORE, NOTHING IN THESE SPECIAL PROVISIONS STALL REUEVE THE CONTRACTOR FROM HIS RESPONSIBILITIES AS PROVIDED IN SECTION 7-1.09, "PUBUC SAFETY,' OF THE STANDARD SPECIFICATIONS TRAFFIC STRIPES AND PAVEMENT MARKINGS. TRAFFIC STRIPES AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC AND SHALL CONFORM TO SECTION 84-2 "THERMOPLASTIC TRAFFIC STRIPES AND PAVEMENT MARKINGS; O THE STANDARD SPECIFICATIONS. PAVEMENT MARKERS. PAVEMENT MARKERS SHALL CONFORM TO SECTION 85 'PAVEMENT MARKERS' O THE STANDARD SPECIFICATIONS. 1101913PI0111"llol IMMEDIATELY AFTER ANY CONSTRUCTION OPERATIONS WHERE TRAFFIC DELINEATION IS OBLITERATED OR WHEN DIRECTED BY THE ENGINEER, THE CONTRACTOR SHALL REPLACE ALL OBLITERATED PAVEMENT DELINEATION 447H TEMPORARY DEUNEATION DURING THE SAME WORK PERIOD, AND IN NO CASE LATER THAN 7:30 A.M. FOLLOWING SUCH WORK PERIOD. TEMPORARY DELINEATION CONSISTS OF REFLECTIVE TRAFFIC UNE TME APPUED IN PIECES NOT LESS THAN 4 INCHES LONG NOR LESS THAN 4 INCHES WIDE, SPACED NO MORE THAN 20 FEET APART ON TANGENTS AND NO MORE THAN 10 FEET APART ON CURVES. APPLY REFLECTIVE TRAFFIC UNE TAPE IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS TEMPORARY DELINATION MUST BE THE SAME COLOR AS THE PERMANENT DELINEATION. REMOVE TEMPORARY DELINEATION APPLIED TO ASPHALT CONCRETE PATCHES IMMEDIATELY PRIOR TO APPLYING ASPHALTIC EMULSION TACKGOAT FOR ASPHALT CONCRETE OVERLAY. TRAFFIC STRIPES AND PAVEMENT MARKINGS SHALL CONFORM TO SECTION 84, 'TRAFFIC STRIPES & PAVEMENT MARKINGS; OF THE STANDARD SPECIFICATIONS AND THESE SPEOAL PROVISIONS. TRAFFIC STRIPES AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC AND STALL CONFORM TO SECTION 84-2 'THERMOPLASTIC TRAFFIC STRIPES AND PAVEMENT MARKINGS'. THE FIRST SENTENCE OF SECTION 84-2.01 "MATERIALS" SHALL BE REVISED TO READ: THE THERMOPLASTIC MATERIALS SHALL CONFORM TO STATE SPECIFICATION 800-21C-19. PAVEMENT MARKERS SHALL CONFORM TO SECTION 85 'PAVEMENT MARKERS; AND THESE SPECIAL PROVISIONS: PAVEMENT MARKERS SHALL BE PLACED WITH RAPID SET EPDXY PER SECTION 95-2.04 OF THE STANDARD SPECIFICATIONS. 12. 13. 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. 14. PERCENT OR GREATER BE ADVISED THAT THE OR PROCEDURES OR IN-PLACE 15. IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE RELATIVE COMPACTION IS EITHER HER LESS THAN BOX OR MORE THAN 96%, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT DOES MEET THE IN-PLACE DENSITY REQUIREMENT. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. 16. 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, 17. IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED SURFACE TOLERANCES. IT SHALL BE BROUGHT WITHIN TOLERANCE BY EITHER: A. ABRASIVE GRINDING WITH EQUIPMENT UTILIZING DIAMOND BLADES. B. REMOVAL AND REPLACEMENT, OR C. PLACEMENT OF AN ASPHALT CONCRETE OVERLAY. 18. 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 MEAS OF UNIFORM SURFACE APPEARANCE. ABRASIVE GRINDING SHALL CONFORM TO THE REQUIREMENTS IN THE FIRST PARAGRAPH AND THE LAST FOUR PARAGRAPHS OF SECTION 42-2.02. "CONSTRUCTION' OF THE STANDARD SPECIFICATIONS. A FOG SEAL COAT SHALL BE APPLIED TO ALL FINISHED ASPHALT SURFACES AT THE DEVELOPER'S EXPENSE. THE FOG SEAL COAT SHALL BE EITHER REJUVENATING AGENT OR ASPHALTIC EMULSION AS DIRECTED BY THE CITY ENGINEER. 17. ARTERIAL AND COLLECTOR STREET BASE MATERIAL SHALL BE CRUSHED AGGREGATE BASE (CAB) CONFORMING TO SECTION 200-2.2 OF THE "GREENBOOK". BASE MATERIAL FOR LOCAL STREETS SHALL BE CAB OR FINE GRADATION CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200-2.4 OF THE "GREENBOOK ......... WHICH ALLOWS UP TO 50% OF THE VOLUME TO BE RECLAIMED ASPHALT CONCRETE PORTLAND CEMENT CONCRETE, LEAN CONCRETE BASE, CEMENT TREATED BASE OR A COMBINATION OF THESE MATERIALS. OTHER RECYCLED BASES SHALL TO BE ALLOWED. AGGREGATE BASE SHALL BE COMPACTED TO A MINIMUM OF 95% OF MAXIMUM DRY DENSITY. 1& IMMEDIATELY PRIOR TO PLACING SUBSEQUENT LAYERS OF MATERIAL THERON, THE GRADING PLANE SHALL CONFORM THE FOLLOWING: A. WHEN ASPHALT CONCRETE OR ASPHALT CONCRETE BASE IS TO BE PLACE ON THE GRADING PLANE, THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.04 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. B. WHEN THE SUBBASE OR BASE MATERIAL (OTHER THAN ASPHALT CONCRETE BASE) IS TO BE PLACE ON THE GRADING PLANE, THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.04 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. TRENCHING NOTES: 1. 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 5-39 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. lad TRENCH LINES SHALL MEET ALL FEDERAL AND STATE SAFETY REQUIREMENTS. 2. BRACING AND SHORING G WRM7WTM TRENCHES SHALL NOT BE LEFT OPEN FARTHER THAN THREE HUNDRED (300) FEET IN ADVANCE OF PIPE LAYING OPERATIONS OR TWO HUNDRED (200) FEET TO THE REAR THEREOF, UNLESS OTHERWISE PERMITTED BY THE ENGINEER. ALL WORK SHALL CONFORM TO THE APPLICABLE SECTIONS OF THE STANDARD SPECIFICATIONS, 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 5-39, 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 PETTING 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 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. 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 PONT OF THE PIPE. 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/O2 ROVING 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 WITHIN TWO AND ONE-HALF (2-1/2) FEET OF FINISHED PERMANENT GRADE SHALL BE COMPACTED TO NINETY PERCENT (90X) 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, "EARTHWORK" AND SECTION 6-3, "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 5-39 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 231, 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. 4. ALL MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWINGS S-7, S-8, AND 5-21 AND SECTIONS 70-1.02H AND 71-1.07 OF THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, CURRENT EDITION. ALL CLEANOUTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWING 5-20. MANHOLES SHALL BE TYPE "A" FOR PIPES UNDER 48" IN DIAMETER AND TYPE "B" FOR PIPES 48" IN DIAMETER OR LARGER. UNLESS NOTED OTHERWISE. THE BOTTOM MANHOLE BARREL AT THE MANHOLE FOUNDATION SHALL BE SET ON A 2" MORTAR BED OR SET ON KENT -SEAL, IN A GROOVED FOUNDATION. STORM DRAIN NOTES: 1 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 GASKETS 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 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. 4 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. 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, 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 AR -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. 3. 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 5-12. 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 ASST. 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 INSDE, AND SHALL BE SET PLUMB. 4. ADJUST SURVEY MONUMENT ENCASEMENTS 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 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 PUBUC TRAFFIC SHALL BE REDUCED TO A MINIMUM OF ONE DAY. THE MONUMENT WILL BE SET BY THE 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. /1\ E a CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA Cl 35.0' 13.70' 6.94' 222535 C2 84.0' 197.70' 202.06' 13431'11" C3 35.00' 54.98' 35.00 90'0'0" C4 20.0' 31.42' 20.00' 90'00'0" R/W i R/W A LOCAL STREET SECTION \�3j SCALE 1"=10' HORIZONTAL 1'=5' VERTICAL P = 4.5 R=44 358 354 350 346 342 338 334 358 354 350 346 342 338 334 34 �5 1 0V 33 7 i 8 0 P H A S r 3 BIDWELL DR. SEE SHEET 5 1 � 1 o n s I I 1d�� I 32 �3 31 1 aas ' ��:N� 30= 29 28� 27 26'+ 25 Rm 24 =o •dr �I �I �I JI JI JI3J m tiS w w I CI ooh �dOmJIl'+ Oh Gwll vSoill �s I s f s I g )4 I N0 (I N O ++ 1 l n+ ='+m+c>_ !2 6300 !2 d 6307 �� 5 1M 6 15+00 s 16+00..: 5 "- 1]+0 �. 18+QO C4 C4 C2 -~-_-_H 5 -_--i--_--I_-_-rl--_-I--S_--1-___-� o Ci C2 0 - r--- -- -- - Y m -r 4�-- 2 �r =6 ter- ,x 9E 9 6K 3 I r rM ^H o[ ^d viJ p 41 p R 9g s � nl rl a31 I QM r n1 r tfi « r r"+i + + } + s io lLJ u°S x £ -(� v tD t} l ml ml n Jm f d + H n al 9< am M C JLL I Q I -4j �- r l a m) r r M ci 1 13 1 tiuLLa� :NI EI FI dl did �� F i 9 �� 9 �" i I l S 0 < 11 NI 1 �i wl inl }mow 1 5ci is rn, J rt1 ul:mi a n's'. a a k in w nn < l <^ I L a^ I <f 1 3 I 1 4 3 m� � �9 m�� w zm . O Z &i 0 �."'+- 1 1 U' H $_++ Y� i+ S'I l Sm l mmol a i�� cJ0a = rc 1 1 rc 1 z I & I s I o I �mm m Z ti I i 5 ddd tf> ddd i aE 1 ad 1 od n miniH I wl�ily 1 1 ?dd SOEJEETY POCOHONTAS LANE 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 (STA. 10+00.00 TO 19+69.98) SCALE: 1" = 50' HORIZONTAL y Cr AI F• ," = in' VFNOrm f� 358 354 350 346 342 338 334 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 (STA. 10+00.00 TO 19+94.31) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 10' VERTICAL 358 354 350 346 342 338 334 LEGEND: VARDEN DR. CONSTRUCTION NOTES: NOTES: SEE SHEET 5 a FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. SID. 2 TOP MAF6IOLE/TOP OF CLEANOUT ELEVATION O ^I 25 SEE ffWfli AND WATER PLANS FOR SEWER PLANS PALO DETAILS. , 'R1-1' - STOP 'R6-1' a o CONSTRUCT STORM DRAIN PER CITY STANDARDS 2 LL> + O FL POVC POINT ON VERTICAL CURVE II�U 36 9:1 ry 35 O CONSTRUCT 5' COMBINATION SIDEWALK PER C.O.S. STD. ST -3. BASE OVER 1.0' COMPACTED O.G. TO SE COMPACTED TO 95% RELATIVE DENSITY nm F a "RS -1' - 0 NOT ENTER 'R26(CA)' 'WI -i' -CURVE ARROW "03-3" ® MANHOLE T PE 'A DRAB! MANHOLE TWE PER C.0.8. 510. SW -4. O HANDICAP RAMP PER CALTRANS 202 REVISED DUAL PER C.O.B. SID. ST -9. 0 •A^ J od fl � U d d) l - SIGNAL AHEAD �g II i I sG -=99c BERKSHIRE ROAD - PAVEMENT TO � 0.30' TYPE '9 AC OVER 0.61 AGGREGATE �g C1 lfn min BCR wH 'R3 -5R' - RIGHT TURN ONLY 'W3 -t' - STOP AHEAD v+ INS Z ® :+ g� 1 TED TO 5% RELATIVE DENSITY 0o H BSD CURB RETURN PRC POINT OF REVERSE CURVATURE al "S5-2' - END SCHOOL ZONE sr PUNS STANDARD SPECR7CAIION PTH-02ALKYD. :I , BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE add ztI 358 354 350 346 342 338 334 358 354 350 346 342 338 334 34 �5 1 0V 33 7 i 8 0 P H A S r 3 BIDWELL DR. SEE SHEET 5 1 � 1 o n s I I 1d�� I 32 �3 31 1 aas ' ��:N� 30= 29 28� 27 26'+ 25 Rm 24 =o •dr �I �I �I JI JI JI3J m tiS w w I CI ooh �dOmJIl'+ Oh Gwll vSoill �s I s f s I g )4 I N0 (I N O ++ 1 l n+ ='+m+c>_ !2 6300 !2 d 6307 �� 5 1M 6 15+00 s 16+00..: 5 "- 1]+0 �. 18+QO C4 C4 C2 -~-_-_H 5 -_--i--_--I_-_-rl--_-I--S_--1-___-� o Ci C2 0 - r--- -- -- - Y m -r 4�-- 2 �r =6 ter- ,x 9E 9 6K 3 I r rM ^H o[ ^d viJ p 41 p R 9g s � nl rl a31 I QM r n1 r tfi « r r"+i + + } + s io lLJ u°S x £ -(� v tD t} l ml ml n Jm f d + H n al 9< am M C JLL I Q I -4j �- r l a m) r r M ci 1 13 1 tiuLLa� :NI EI FI dl did �� F i 9 �� 9 �" i I l S 0 < 11 NI 1 �i wl inl }mow 1 5ci is rn, J rt1 ul:mi a n's'. a a k in w nn < l <^ I L a^ I <f 1 3 I 1 4 3 m� � �9 m�� w zm . O Z &i 0 �."'+- 1 1 U' H $_++ Y� i+ S'I l Sm l mmol a i�� cJ0a = rc 1 1 rc 1 z I & I s I o I �mm m Z ti I i 5 ddd tf> ddd i aE 1 ad 1 od n miniH I wl�ily 1 1 ?dd SOEJEETY POCOHONTAS LANE 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 (STA. 10+00.00 TO 19+69.98) SCALE: 1" = 50' HORIZONTAL y Cr AI F• ," = in' VFNOrm f� 358 354 350 346 342 338 334 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 (STA. 10+00.00 TO 19+94.31) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 10' VERTICAL 358 354 350 346 342 338 334 LEGEND: RI-, CONSTRUCTION NOTES: NOTES: ABBREVIATIONS a FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. SID. 2 TOP MAF6IOLE/TOP OF CLEANOUT ELEVATION O ^I 25 SEE ffWfli AND WATER PLANS FOR SEWER PLANS PALO DETAILS. , 'R1-1' - STOP 'R6-1' ARROW "WI -Y' - DOUBLE ARROW 'WI o CONSTRUCT STORM DRAIN PER CITY STANDARDS 2 LL> + O FL POVC POINT ON VERTICAL CURVE N -6' -SINGLE AWN ry O CONSTRUCT 5' COMBINATION SIDEWALK PER C.O.S. STD. ST -3. BASE OVER 1.0' COMPACTED O.G. TO SE COMPACTED TO 95% RELATIVE DENSITY F CFNIERUNE SVC BEGIN VERTICAL CURVE CENTERS "RS -1' - 0 NOT ENTER 'R26(CA)' 'WI -i' -CURVE ARROW "03-3" ® MANHOLE T PE 'A DRAB! MANHOLE TWE PER C.0.8. 510. SW -4. O HANDICAP RAMP PER CALTRANS 202 REVISED DUAL PER C.O.B. SID. ST -9. 0 •A^ ss 4 ml - SIGNAL AHEAD -s 5 �� i g� 6 -=99c BERKSHIRE ROAD - PAVEMENT TO � 0.30' TYPE '9 AC OVER 0.61 AGGREGATE � min BCR s`r 'R3 -5R' - RIGHT TURN ONLY 'W3 -t' - STOP AHEAD 0+ TYPE 'A' PER C.O.B. STD. 0-14. ® O o I TED TO 5% RELATIVE DENSITY H BSD CURB RETURN PRC POINT OF REVERSE CURVATURE 'R4-7' - KEEP RIGHT "S5-2' - END SCHOOL ZONE PUNS STANDARD SPECR7CAIION PTH-02ALKYD. PER C.O.B. SID. ST -9. 12$' Q , BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE add "S4-2' - WHEN CHILDREN ARE PRESENT "54-3" g SEWER - REFER TO E.N.C.S.D. TR NO. 6567 SEWER & WATER 5 O INSTAL W-31(CA) SIGN WITH CM4-3 MASKER AT PHASE BOUNDARY 4. OLD RIVER ROAD 0.45' TWE ' " AC. OVER 0.90' AGGREGATE 31~/)N PIVC l -END - SCHOOL LLNN ImN TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED SIMULTANEOUSLY �M �BEQ �- BE COMPAC TO 95% RELATIVE DENSITY BASE OVER .. OMPA}g I 1 OF VERTICAL CURVE TP TOP OF PAVEMENT "Wi4-1' - DEAD END 358 354 350 346 342 338 334 358 354 350 346 342 338 334 34 �5 1 0V 33 7 i 8 0 P H A S r 3 BIDWELL DR. SEE SHEET 5 1 � 1 o n s I I 1d�� I 32 �3 31 1 aas ' ��:N� 30= 29 28� 27 26'+ 25 Rm 24 =o •dr �I �I �I JI JI JI3J m tiS w w I CI ooh �dOmJIl'+ Oh Gwll vSoill �s I s f s I g )4 I N0 (I N O ++ 1 l n+ ='+m+c>_ !2 6300 !2 d 6307 �� 5 1M 6 15+00 s 16+00..: 5 "- 1]+0 �. 18+QO C4 C4 C2 -~-_-_H 5 -_--i--_--I_-_-rl--_-I--S_--1-___-� o Ci C2 0 - r--- -- -- - Y m -r 4�-- 2 �r =6 ter- ,x 9E 9 6K 3 I r rM ^H o[ ^d viJ p 41 p R 9g s � nl rl a31 I QM r n1 r tfi « r r"+i + + } + s io lLJ u°S x £ -(� v tD t} l ml ml n Jm f d + H n al 9< am M C JLL I Q I -4j �- r l a m) r r M ci 1 13 1 tiuLLa� :NI EI FI dl did �� F i 9 �� 9 �" i I l S 0 < 11 NI 1 �i wl inl }mow 1 5ci is rn, J rt1 ul:mi a n's'. a a k in w nn < l <^ I L a^ I <f 1 3 I 1 4 3 m� � �9 m�� w zm . O Z &i 0 �."'+- 1 1 U' H $_++ Y� i+ S'I l Sm l mmol a i�� cJ0a = rc 1 1 rc 1 z I & I s I o I �mm m Z ti I i 5 ddd tf> ddd i aE 1 ad 1 od n miniH I wl�ily 1 1 ?dd SOEJEETY POCOHONTAS LANE 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 (STA. 10+00.00 TO 19+69.98) SCALE: 1" = 50' HORIZONTAL y Cr AI F• ," = in' VFNOrm f� 358 354 350 346 342 338 334 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 (STA. 10+00.00 TO 19+94.31) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 10' VERTICAL 358 354 350 346 342 338 334 LEGEND: RI-, CONSTRUCTION NOTES: NOTES: ABBREVIATIONS a FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. SID. 2 TOP MAF6IOLE/TOP OF CLEANOUT ELEVATION O CONSTRUCT TWE "B" CURB &GUTTER PER C.O.B. STD. ST -I. i. SEE ffWfli AND WATER PLANS FOR SEWER PLANS PALO DETAILS. 'R1-1' - STOP 'R6-1' ARROW "WI -Y' - DOUBLE ARROW 'WI o CONSTRUCT STORM DRAIN PER CITY STANDARDS 2 LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B' A.C. OVER 0.45' AGGREGATE FL POVC POINT ON VERTICAL CURVE - DALE WAY -6' -SINGLE AWN O CONSTRUCT 5' COMBINATION SIDEWALK PER C.O.S. STD. ST -3. BASE OVER 1.0' COMPACTED O.G. TO SE COMPACTED TO 95% RELATIVE DENSITY CL CFNIERUNE SVC BEGIN VERTICAL CURVE CENTERS "RS -1' - 0 NOT ENTER 'R26(CA)' 'WI -i' -CURVE ARROW "03-3" ® MANHOLE T PE 'A DRAB! MANHOLE TWE PER C.0.8. 510. SW -4. O HANDICAP RAMP PER CALTRANS 202 REVISED DUAL PER C.O.B. SID. ST -9. 0 •A^ ELEV ELEVATION EVC END VERTICAL CURVE - NO PARKING - SIGNAL AHEAD CONSTRUCT CATCH BASIN CH UNIT SAN UNIT STANDARD PLAN R.S.P. A88A-CASE A. 3. BERKSHIRE ROAD - PAVEMENT TO � 0.30' TYPE '9 AC OVER 0.61 AGGREGATE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION 'R3 -5R' - RIGHT TURN ONLY 'W3 -t' - STOP AHEAD TYPE 'A' PER C.O.B. STD. 0-14. ® PANT 12" LIMIT UNE USING THERMOPLASTIC PAINT PER CALTRANS BASE OVER �h k2MACTED 'G. 10 BE COMP TED TO 5% RELATIVE DENSITY ECR BSD CURB RETURN PRC POINT OF REVERSE CURVATURE 'R4-7' - KEEP RIGHT "S5-2' - END SCHOOL ZONE PUNS STANDARD SPECR7CAIION PTH-02ALKYD. PER C.O.B. SID. ST -9. 12$' Q , BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE 'R81(CA)- - BIKE LANE "W31(CA)' "S4-2' - WHEN CHILDREN ARE PRESENT "54-3" g SEWER - REFER TO E.N.C.S.D. TR NO. 6567 SEWER & WATER 5 O INSTAL W-31(CA) SIGN WITH CM4-3 MASKER AT PHASE BOUNDARY 4. OLD RIVER ROAD 0.45' TWE ' " AC. OVER 0.90' AGGREGATE =ES ''✓q PIVC POINT TI INTERSECTION TC TOP OF CURD -END - SCHOOL ® SEWER MANHOLE - REFER TO EN.C.SD. TR. NO. 6567 SEWER & WATER PLANS TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED SIMULTANEOUSLY �M �BEQ �- BE COMPAC TO 95% RELATIVE DENSITY BASE OVER .. OMPA}g OF VERTICAL CURVE TP TOP OF PAVEMENT "Wi4-1' - DEAD END 'R2 -i" - SPEED LIMIT 20 REMOVE AND SALVAGE SIGN WITH �RSRUCTION OF ADJACENT PHASE �PAWC7EF�N PER CO.B. SID. ST - 9. SDMH STORM DRAW MANHOLE FC FINISH CONCRETE "WIh2' - NO OUTLET ® SEWER CLEANOUT -REFER TO EN.C.5.0. TR. NO. 6567 SEWER & WATER PLANS © INSTALL END -OF -STREET STANDARD TYPE III BARRICADE PER CALTRANS A73C 5. ALL CATCH BASINS TO BE TWE A' WTH 3.5' OPENINGS PER Cu. STD. 0-14, INV INVERT RCP REINFORCED CONCRETE PIPE 15 FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT CONSTRUCT /8 BOTTOM WOTH DRIVEWAY W 5 WINGS WITH W-31 (CA) SIGN VAIN OM4-3 MARKER. BARRICADE IS TO 0 UNLESS NOTED OTHERWISE �s ' J T G.B. GRADE BREAK RGJ RUBBER GASKETED JOINT ^ ^ PER C.O.S. STD. ST -4 (UNLESS OTHERWISE NOTED) FROM Fl-OWINE TO F1AWIlNE. SEE DETAIL ON SHF. 7 1 16 FURNISH &INSTALL IRRIGATION CONDUIT O CONSTRUCT 6' COMBINATION SIDEWALK PER C.O.B. STO. ST -3. p Q FURNISH & INSTALL SURVEY MONUMENT PER C.0.8, SID. ST -13. PHASE BOUNDARY FURNISH & INSTALL INTERCONNECT CONDUIT EXISTING SURVEY MONUMENT�5 TRACT BOUNDARY TW' W - FURNISH &INSTALL SPLICE BOX FOR INTERCONNECT j TR3=N0. 3 1/2 SIZE 7R5 --N0. 5 SIZE TR6=N0. 6 SIZE - - - - - - PROPOSED EDGE OF PAVEMENT T FURNISH @INSTAL STREET SIGN PER G0.8. 51D. T-1. SECTION DESIGNATION- SCALE: 1"=50' n=50 I FURNISH & INSTALL METRO STREET SIGN PER C.O.B. SID. T-1. 0 CURVE NUMBER FOR CURVE DESCRIPTIONDESCRIPTIONALONG Dui 1 TAPER NUMBER FOR TAM DESCRIPTION HONG CURD N 25 0 50 i0 FURNISH & INSTALL STREET UGHT-580() LUMEN PER C.O.B. STD. ST -14. GTWN IETIER O ITEM OF WORK - SEE SCUEOLRE -a- FURNISH &INSTALL STREET LIGHT -950 LUMEN PER C.0.B. STD. ST -14. A ----�-- SECTION UNE ALL STRIPING AND PAVEMENT MARKINGS SHALL BE 50 125 -02AOPLASTIC PNMT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKY0 ..-. .. - .., Z, UNLESS UNLESS OTHERWISE NOTED T 92TION IS LOCATED 358 354 350 346 342 338 334 330 0 m o0 W. m 3V• �o� ON 0 Y s N Exlsr._f" IHxRDVEHxNjs EXIST BA0.w1tADE� V 'RT 8E aEAIRYFD R 4 i 5 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA Cl 30.0. 46.97 29.79' 89'36'24' C2 30.00' 47.33' 3021' 90-2336- 711,8 I I H o```�11111zW j� I I I F I yga __i ___� 74+00 < a EX 35" IRON I POWER POLE TO BE RELOCATED 91 10i`m i 11 __ i m I I i x LL i II �II WI 2 s+ 13 I 14 15 ti a �m� :P H A Si' r 3 m� ml + I I $ 1 a I N a I I i %. POWER POLE TO BE RELOCATED i6}00 17}OO S 89108'55' E 1522D4' 18+0 Mrmrsr+.i �F � � \R INTERSECTION IX 42' STEM PIPE-�" STA 15+61.65 CL KStlRE RD. _ / STA. 10+00.00 (1L. VOGEL WAY IX 12" CIPJ BO% EX 18" OF 17 CP BERKSHIRE ROAD (STA. 10+00.00 TO 23+22.05) SCALE: 1" = 50' HORIZONTAL *CONTRACTOR SHALL LOCATE AND CONFIRM THE HORIZONTAL AND VERTICAL LOCATION OF THE EXISTING 16" WATER LINE. WATER LINE SHALL BE PROTECTED FROM DAMAGE. IF WATER LINE IS EXPOSED DURING EXCAVATION, THE CONTRACTOR SHALL COORDINATE WITH THE CITY OF RAKFRCFIRD WATER RFCOIIRCF EX. S PIPE�f \ I' i EX P :E / bLi UG �C To BE YED-� I I DD 0 4 V 10+00 11+00 LANDSCAPE BLOCK LANDSCAPI COMEN 12+00 13+00 14+00 L� (,ONSTNurr D WIT" QHMse I 'R6-1' - ONE WAY ABBREVIATIONS 'RS -1' - DO NOT ENTER SEE SUE" 4A" PPASE I PILAWS FLOWUNE POVC POINT ON VERTICAL CURVE CL OLD RIVER RD. ELEV ELEVATION EVC 4.,rcx I _EE _ BEGIN CURB RETURN PI PONT OF INTERSECTION ti .w I no Forc a BC \J� �•'�m kiwi... 116 17 TOP OF CNN =.o -i0 OF VERTICAL CURVE TP TOP OF PAVEMENT V I STORM DRAIN MANHOLE FC FINISH CONCRETE INV (jN REINFORCED CONCRETE PIPE G.B. GRADE BREAK RGJ RUBBER GASKETED JOINT �o F w � EX. STEM PPE SEs}: I FURNISH & INSTALL STREET SON PER (10.8. STD. T-1. � 1 SIGN PER C.O.B. STD. T-1. a FURMSH & INSTALL STREET UGHT-5800 LUMEN PER COB, SID. ST -14. *CONTRACTOR SHALL LOCATE AND CONFIRM THE HORIZONTAL AND VERTICAL LOCATION OF THE EXISTING 16" WATER LINE. WATER LINE SHALL BE PROTECTED FROM DAMAGE. IF WATER LINE IS EXPOSED DURING EXCAVATION, THE CONTRACTOR SHALL COORDINATE WITH THE CITY OF RAKFRCFIRD WATER RFCOIIRCF EX. S PIPE�f \ I' i EX P :E / bLi UG �C To BE YED-� I I DD 0 4 V 10+00 11+00 LANDSCAPE BLOCK LANDSCAPI COMEN 12+00 13+00 14+00 A BERKSHIRE ROAD 4 SCALE: 1"=10' HORIZONTAL 1"=5' VERTICAL TI - 6 R-44 R1-1 IG G i FURMSH & INSTALL TRAFFIC SIGNS PER C.O.D. SID. T-19: LEGEND: "WI -7' - DOUBLE ARROW 'R6-1' - ONE WAY ABBREVIATIONS 'RS -1' - DO NOT ENTER FL FLOWUNE POVC POINT ON VERTICAL CURVE CL CENTFRUNE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI PONT OF INTERSECTION ECR END CURE RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE PRIG PONT OF INTERSECTION TC TOP OF CNN TR3 M5 OF VERTICAL CURVE TP TOP OF PAVEMENT SDMH STORM DRAIN MANHOLE FC FINISH CONCRETE INV INVERT RCP REINFORCED CONCRETE PIPE G.B. GRADE BREAK RGJ RUBBER GASKETED JOINT Q4r FURNISH & INSTALL SURVEY MONUMENT PER C.02. STD. ST -13. FASTING SURVEY MONUMENT + FURNISH & INSTALL STREET SON PER (10.8. STD. T-1. + FURNSH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. a FURMSH & INSTALL STREET UGHT-5800 LUMEN PER COB, SID. ST -14. o FURNISH & INSTALL. STREET UGHT-9500 LUMEN PER CO.B. STD. ST -14. A BERKSHIRE ROAD 4 SCALE: 1"=10' HORIZONTAL 1"=5' VERTICAL TI - 6 R-44 R1-1 IG G i FURMSH & INSTALL TRAFFIC SIGNS PER C.O.D. SID. T-19: 'R1-1' - STOP "WI -7' - DOUBLE ARROW 'R6-1' - ONE WAY "WI -6" - SINGLE ARROW 'RS -1' - DO NOT ENTER "WI -1" - CURVE ARROW 'R26(CAT - NO PARKING "W3-3' - SIGNAL AHEM 'R3 -5R' - BOAT TURN ONLY 'W3-1" - STOP AHEAD "R4-7' - KEEP RIGHT 'SS -7 - END SCHOOL ZONE 'R81(CA)" - HIKE LANE 'S4-7 - WHEN CHILDREN ARE PRESENT 'W31(CA)' - END 'S4-3" - SCHOOL 'Wt4-1' - BEAD END 'R2-1" - SPEED LIMIT 20 'W14-2' - NO OUTLET CONSPER IBS4MUOTH �WI/EDQB. Ts FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT IR FURNISH & INSTALL IRRIGATION CONDINT Ic FURNISH & INSTALL INTERCONNECT CONDUIT TR3 M5 FURNISH & INSTAL SAUCE BOX FON INTERCONNECT V IR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE O CURVE NUMBER FOR CURVE DESCRIPTION ALONG CURB OTAPER NUMBER FOR TAPER DESCRIPTION ALONG CRIB Op HEM OF WORK - SEE SCHEDULE 15+00 16+00 17+00 (STA. 10+00.00 TO 22+75.06) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 10' VERTICAL . I"_W'2 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION CONSTRUCT STORM DRAWN PER CITY STANDARDS --- D 0 CONSTRUCT STORM DRAIN MANHOLE TYPE 'A' PER C.O.B. SID. SW -4. -tr CONSTRUCT CATCH BASIN 'A' OW TYPE PER COB. STD. D-14. -. S SEWER - REFER TO E.N.C.SA TR. NO. 6567 SEWER & WARM PLANS G SEWER MANHOLE - REFER TO EN.C.S.D. TR. NO. 6567 SEWER & WATER PLANS 0 SEWER CLEANOUT - REFER TO EN.C.SD. TR. NO. 6567 SEWER A WATER PLANS CONSPER IBS4MUOTH �WI/EDQB. SD ST -4. OTHERWISE PHASE BOUNDARY .. .. .. TRACT BOUNDARY - - PROPOSED EDGE OF PAVEMENT SECTION DESIGNATION, V COON LETTER �------- A SECTION LINE T SECRON IS LOCATED 19+00 20+00 CONSTRUCTION NOTES: O CONSTRUCT TYPE 'B' CURB & GLITTER PER CO.B. SM. ST -1. 0 CONSTRUCT 5 COMBINATION SIDEWALK PER C.O.B. STD. ST -3. OCONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL UNIT STANDARD PLAN R.S.P. A88A-CASE A. ® PAINT 12' LIMIT UNE USING IHONG-LAS11C PAINT PER CALTRANS STANDARD SPECIPICATION PTH-02ALKYO. OINSTALL W-3T(CAl RTN WITH OM4-3 MARKER AT PHASE BOUNDARY OF TRACT IF CENT PHASE IS NOT CONSTRUCTED SIMULTANEOUSLY REMOVE AND SALVAGE SINN WITH CONSRUCTION BE ADJACENT PHASE © INSTALL END -OF -STREET STANDARD TYPE III BARRICADE PER CALTRANS A73C WITH W-31 (CAj SIGN WITH 0/4-3 MARKER. BARRICADE IS TO GO FROM FLO NE TO FLOWTINE. SEE DETAIL ON SHT. 7 O7 CONSTRUCT 6' COMBINATION SIDEWALK PER COA STD. ST -3. 21+00 22+00 Q Rtv15ON APPROVED BY: 23+00 24+00 6-15-16 REVISIT ll ii � 0 _� 1 APPROVED BY = ��/ Y t '2 1NV� DANIEL PADIU.AI RLL- 0008 ExP 7730I19 NOTES: 1. SEE SEWER AND WATER PIANS FOR SEWER PLANS AND DETAILS 2. LOCA STREETS - PAVEMENT TO BE 0.20' TYPE '8' A.0 OVER 0.45' AGGREGATE BASE OVER 1.0' COMPACTED O.G. ro BE CORP 95% RELATIVE DENSITY PER C038 SND. ST -9. �'A" 3. BERKSHIRE ROAD - PAVEMENT TO BE 0.30' W- AC OVER 0.67 AGGREGATE BASE OVIR4A' C Groff COMP TED TO RELATIVE DENSITY PER CO.B. SID. 9. 1.25' !.a k OLD RIVER ROAD - PAVEMENT TO BE 0.45' THP C OVER�GG EGATE BASE O.B. 4$� ro BE COMPAC ro 95% RELATIVE DENSITY PER CO.B. STD. ST -9. 1.25' Q 5. ALL CATCH BASINS TO WEA" WTIi 35' OPENINGS PER COB. SID. 0-14, UNLESS NOTED OTHERWISE. NOTE: ALL STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD UNLESS OTHERWISE NOTED ■ 350 346 342 338 334 330 IV IV H� 0 OW w V m n c a m o 4 o n arca z0 U w m 3 wto m 00- r w Y m &$j GO ffi 3 N #` V �Nm Az L I > w SPS m3 r. a W z W z O� w z a V 0 w� a 00 0 J I� v/ J Z ee x W a W < Z < G amps W AV J m < a z 0 $ ro F Um O. O i H LAiW Se Mte V f I= J m 8 8 W V A P H A S E 3 358 354 350 346 342 338 334 Q CURVE TABLE LEGEND: RADIUS LENGTH ABBREVIATIONS DELTA FL ROWUNE POVC PONT ON VERTICAL CURVE CL CENTERUNE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN OURS RETURN PI PONT OF INTERSECTION ECR ENO CURB RETURN PRC PONT OF REVERSE CURVATURE TIC BEGIN CURVE PCC PONT OF COMPOUND CURVATURE PIVC POINT OF INTERSECTION TC TOP OF CURB - END OF VERTICAL CURVE TP TOP OF PAVEMENT SDMH STORM DRAIN MANHOLE FC FINISH CONCRETE INV INVERT RCP REINFORCED CONCRETE PIPE G.B. GRADE BREAK RGJ RUBBER GASKETED JOINT Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. Ic EXISTING SURVEY MONUMENT FURNISH & INSTALL INTERCONNECT CONDUIT + FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. SID. T-1. TR3=N0. 3 1/2 SIZE TR5=NO. 5 SIZE TR6=NO 6 SIZE FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. SID. ST -14. -®- FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. SID. ST -14. P H A S E 3 358 354 350 346 342 338 334 Q CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA Cl 35.00' 13.70 6.94' 2225'35" C2 84.00' 197.70' 202.06' 13451'11" C3 35.OD' 54.98' 35.00' 9"0'00" PO � SHEET3 LN. P H A S r 'jI) ASS_ tid �I �G nr 1.1.1 a J W/7W"L 1 Sw oN ^ N ^G�r�� r Z 23 + 1 } ss' Fo +1 a '3I . I 0 r 63007 =4` ny T C3 6 o 0+ 0 6" SEWER 12 00 `Y 8" SEWER - _ 17 (00_J _ 13 0 C2--- - I--=- n N d'S3'12' E 285.16' II i I R 2 -_� �II moo=le eeIR< M -I f H A S E o I� �FI��^ N .i11 N + d 36 r LLoIo JJ J JAI -ice) F dl� d1: dl caJ ct e: ) tiriQN o.- 1 8 1-I '� H LL ard l u°Q JF'X iSa H q r I 20j Ni "m 21 3 I 3 � WrnH :. a�OI Z I iwln RDEN STRE T BIDWELL IDRIV AI I DLMACCc Tn OC (STA. 10+00.00 TO 11+57.58) rnnlcrDllrxn cnu U rAl.lcnl101 �. STA. 10+00.00 TO 12+85.16 SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 50' HORIZONTAL ALL PF7 PSES "T� BE CONSTtRULtED VN 6Rl)ER .n 10+00 11+00 12+00 (STA. 10+00.00 TO 11+69.73) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 10' VERTICAL 10+00 11+00 12+00 (STA. 10+00.00 TO 11+57.54) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 10' VERTICAL RI -1 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION --- o i FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. SID. T-19: "R1-1" - STOP 'WI -7' - DOUBLE ARROW 'R6-1" - ONE WAY 'WI -6' - SINGLE ARROW *25-1' - DO NOT ENTER 'WI -I" - CURVE ARROW 'R26( CA) - NO PARKING MEAD' 'W3-3" - SIGNAL MEAD 'R3 -5R' - RIGHT TURN ONLY 'W3 -I' -STOP AHEAD 'R4-7' - KEEP RIGHT 'S5-2' - END SCHOOL ZONE 'R81(CA)" - TIKE LME 'S4-2' - WHEN CHILDREN ARE PRESENT 'W31(CA)" - END 'S4-3" - SCHOOL "W14 -l' - DEAD END 'R2 -l' - SPEED UNIT 20 "WI4-2' - NO OUTLET Ts FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT IR FURNISH & INSTALL IRRIGATION CONDUIT Ic I"1 FURNISH & INSTALL INTERCONNECT CONDUIT 1�3Tgs Tgs FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT o TR3=N0. 3 1/2 SIZE TR5=NO. 5 SIZE TR6=NO 6 SIZE = a O CURVE NUMBER FOR CURVE DESCRIPTION ALONG CURB r OTAPER NUMBER FOR TAPER DESCRIPTION ALONG CURB O ITEM OF WORK - SEE SCHEDULE 358 354 350 346 342 338 REVIStOM APPROVED 9Vx ROCAER MCINT RCE 35322 DATE 334 REVISIOVJ 4 W/t Qe•1 �f �� AMRPVED DATE DAMtEL pF.t>tuM RCE fe1008 ET•p 7�30J18 IOLA,2 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION --- o CONSTRUCT STORM DRAIN PER CITY STANDARDS 0 CONSTRUCT STORM DRAIN MANHOLE TYPE "A' PER C.O.B. STD. SW -4. -5- CONSTRUCT CATCH BASIN "A' O TYPE PER C.O.B. SID. 0-14. _. S SEWER - REFER TO E.N.C.S.D. TR. NO. 6567 SEWER & WATER PLANS ® SEWER MANHOLE - REFER TO EN.C.SD. TR. NO. 6567 SEWER & WATER PLANS 0 SEWER CLEANOUT - REFER TO EN.C.S.D, TR. NO. 6567 SEWER & WATER PLANS CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS ' PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) _Z PHASE BOUNDARY .. a . .. TRACT BOUNDARY - - PROPOSED EDGE OF PAVEMENT SECTION DESIGNATION: CTION LETTER ------- A SECTION LINE BET SECTION IS LOCATED 358 354 350 346 342 338 334 358 354 350 346 342 338 334 10+00 11+00 12+00 (STA. 10+00.00 TO 12+85.16) SCALE: 1" = 50' HORIZONTAL A P H A S E I )22 }l1 �-� All DU AS" rn Dr Vv1YJ if\OL ICU JIMQCTR lcnl :MLT ALL 411F,%15 lb ge COtv47Ru47M IN Wrzk rJ >2 13+00 w -- 358 a -1354 x 350 d 66. N 7 346 338 334 10+00 11+00 12+00 13+00 (STA. 10+00.00 TO 12+97.31) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 10' VERTICAL CONSTRUCTION NOTES: O CONSTRUCT TWE '8' CURB & GUTTER PER C.O.B. STD. ST -1. O CONSTRUCT 5' COMBINATION SIDEWALK PER CO.B. SRT. ST -3. OCONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL UNIT STANDARD PLAN R.S.P. A88A-CASE A ® PAINT 12' LIMIT UNE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PIH-02ALKYD. OINSTALL W-31(CAI SIGN PATH W4-3 MARKER AT PHASE BOUNDARY OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED SIMULTANEOUSLY REMOVE AND SALVAGE STUN WITH CONSRUCTION OF A13JAMT PHASE © INSTALL END -OF -STREET STANDARD TWE III BARRICADE PER CALTRANS A73C WITH W-31 (CA) SIGN WITH OM4-3 MARKER. BARRICADE IS TO 00 FROM FLOWINE TO FLOWINE. SEE DETAIL ON SHT. 7 O7 CONSTRUCT 6' COMBINATION SIDEWALK PER C.O.S. STD. ST -3. A NOTES: 1. SEE SEWER AND WATER PLANS FOR SEWER PLANS AND DETAILS 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TWE 'B' AC. OVER 0.45 AGGREGATE BASE OVER 1.0 COMPACTED 0. OMP 95% RELATIVE DENSITY PER C.O.B. SID. ST -9. s ` • �- 3. BERKSHIRE ROAD - MEN AC. OVER 0.67' AGGREGATE BASE OVER PACTED O.G. TO BE COMP 4 95% RELATIVE DENSITY PER C.O.B. STO. ST -9. 4yk 4. OD RIVER ROAD - PAVEMENT TO BE 0.45 TIDE AC. OVER 1.32' AGGREGATE BASE OVER 1.0' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 5. ALL CATCH BASINS TO BE TYPE 'A' WT H 3.5' OPENINGS PER C.O.B. SID. 0-14, UNLESS NOTED OTHERWISE. NOTE: ALL STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD UNLESS OTHERWISE NOTED K"I IN = y< O O z V _Z V a 41 I"1 p Y F rn o = a o r 0 E O0 _ Z 1 Q J W U w m � O N N W m � o m � N^ y. > SSP 703y ,X m3 z 0 5 y tt V N J Z - W j x W a ao W < Z _O tlD y V m r < W c Z Z 0 d~Ub O I- < Y 6 W > O A- < � s J co 92 c 6 _ F W � �/� W r/ LL 0 SHIRE RD. P HA 5 r 3 POCOE OONTTT i DR. SHEET 4 BE --'EX. 15 rcn� �a� I -iI o, f z R 61RON PIPE 1 -..� u FYI' m 'n W$o' Y ^ tiF , a dT o o 63004 n n ti J 1 p + 5OU Om - ,7p V 2 < t NN N< O (Cl n o CS a , N , C2 o r I Q 3 2 c � I Of N N LI -H 10 1 63008 Y II mm ++ ui 11 mrnH mein d I VOGEL WAY (STA. 10+00.00 TO 12+13.01) SCALE: 1" = 50' HORIZONTAL E CURVE TABLE LEGEND: RADIUS LENGTH ABBREVIATIONS DELTA FL FLOWIJNE POVC PONT ON VERTICAL CURVE CL CENTERUNE SVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI PONT OF INTERSECTION ECR ENO CURB RETURN PRC PONT OF REVERSE CURVATURE BC BEGIN CURVE PCC PONT OF COMPOUND CURVATURE PIVC PONT OF INTERSECTION TC TOP OF CURB FURNISH & INSTALL IRRIGATION CONDUIT OF VERTICAL CURVE TP TOP OF PAVEMENT SDMH STORM DRAIN MANHOLE FC FINISH CONCRETE INV INVERT RCP REINFORCED CONCRETE PIPE G.B. GRADE BREAK RGJ RUBBER GASKETED JOINT Q FURNISH & INSTALL SURVEY MGNUMMT PER CO.B. SID. ST -13. © EASTING SURVEY MONUMENT + FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. PER COS. STD. ST -4. (UNLESS OTHERWISE NOTED) FURNISH & INSTALL STREET UGHT-58M LUMEN PER C.O.S. SID. ST -14. a FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. STI). ST -14. E CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA CI 30.00' 46.92' 29.79' 8936'24' C2 309.0' 47.33' 30.21' 9023'36' C3 20.00' 31.42' 20.00' 90'00'00" c4- "W14-2' - NO OUTLET 14+68.63 Ts FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT 7 R1-1 Wus+ n i FURNISH & INSTALL TRAFFIC �d".LL We°m ! Wn�l SII d P H A E 3 '116-1" - ONE WAY 'WI -6' - SINGLE ARROW 'R5-1' - DO NOT ENTER '1T-1' - CURVE ARROW -R26(CA)" - NO PARKING '13-T - SIGNAL AHEAD SEE SWEET 9A PH 'W3-1" - STOP AHEAD 'R4-7' - KEEP RIGHT I / z<a $'ml wI$-e N 1 xp� Lr4,e�1 R1-1 Wus+ n i FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STS. T-19: "Ri-1" - STOP 'WI-' - DOUBLE ARROW '116-1" - ONE WAY 'WI -6' - SINGLE ARROW 'R5-1' - DO NOT ENTER '1T-1' - CURVE ARROW -R26(CA)" - NO PARKING '13-T - SIGNAL AHEAD "R3 -5R' - RIGHT TURN ONLY 'W3-1" - STOP AHEAD 'R4-7' - KEEP RIGHT 'S5-2' - END SCHOOL ZONE "R81(CA)" - OKE LANE 'S4-2" - WHEN CHILDREN ARE PRESENT 'W31(CA)- - END 'S4 -Y - SOM 'WI4-i' - DEAD END 'R2-1" - SPEED UNIT 20 "W14-2' - NO OUTLET 14+68.63 Ts FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT iR FURNISH & INSTALL IRRIGATION CONDUIT IC FURNISH & INSTALL INTERCONNECT CONDUIT 1EA !95 Tf55 FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT 10.3017. TR3=N0 3 1/2 SIZE TRS=NO S SIZE TRII 6 SIZE O CURVE NUMBER FOR CURVE DESCRIPTION ALONG CUED OTAPER NUMBER FOR TAPER DESCRIPTION ALONG CURB OA ITEM O WOW - SEE SCHEDULE 1--D. VLKIK:AL 11 - 9 R=44 Nw N . X NR_7 3ILLI w DO W C4 EX 16" WA EX STEM PIPE, EX STEM PIPE, EX. UG SBC\ 8 R EX OF PAVEMENT, 1000 _ 11,t00 358 354 350 346 342 330 10+00 L E SHEET qA PHASE I I < 20 pCOI �N19 1 Wus+ n CONSTRUCTION NOTES: s^ 21 O b -- D CONSTRUCT STORM DRAW PER CITY STANDARDS 1 ON EDN , 002 N 7 I RA\ + F rn INSTALL CONDUIT - EX. UG OPTIC CABLE FOR IRRIGATION EX. UG SBC, THREE SLEEVES 2' SIZE FOR EACH 13+00 I i EX UG SBC, < tlfA� mlNf~/i< VI WENN V.u; N OLD EVER R D STA. 10+00.00 TO 15+15.57) SCALE: 1" = 50' HORIZONTAL 11+00 12+00 13+00 (STA. 10+00.00 TO 14+94.74) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 10' VERTICAL REVISIOJ HPPROVED BV� R.00Eft pA. McINTOSFT - FkCE 53312 DR'YE R6YIS1oN 1 1 l I -P ( APPRvVEO BY' '•✓v,•m1 . p"pid 46e "40 DATE Dwile m"A 'RCE b'IDONe EVP 9 ioapS 14+00 15+00 PER DATA NO. Q naN CONSTRUCTION NOTES: .2 TIP O MANHOE/f� OF CLEANOUT ELEVATION O CONSTRUCT TYPE '8' CURB & GUTTER PER C.O.B. STD. ST -1. -- D CONSTRUCT STORM DRAW PER CITY STANDARDS O CONSTRUCTS COMBINATION SIDEWALK PER CO.B. STD. ST -3. ® CONSTRUCT STOIM GRAIN �A VF 9.6317. bN MANHOLE TWE 'A' PER C.O.S. 570. SW -4. O CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL 14+5863 CONSTRUCT CATCH BASIN "A" 14+63.63 UNIT STANDARD PLAN R.S.P. A88A-CASE A. 14+68.63 TYPE PER C.O.B. STD. D-14. ® PAINT 127 LIMIT UNE USING THERMOPLASTIC PAINT PER CALTRANS 14+X.63 SEWER - REFER TO E.N.C.S.D. TEL NO. 6567 SEWER & WATER PLANS 4+83.63 STANDARD SPECIFICATION PTH-02ALKYD. 13+74.96 10.3017. O INSTALL W -3%A) SIGN MATH OR4-3 MARKER AT PHASE BOUNDARY ® SEWER MANHOLE - REFER N EN.C.S.D. TL N0. 6567 SEWER &WATER PLANS 13+89.96 OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED SIMULTANEOUSLY REMOVE AND SALVAGE SIGN MATH OORSRUCTON OF ADJACENT PHASE © SERER CLEMOUT - REFER TO EN.C.SD. TR. NO. 6567 SEVER & WATER PLANS © INSTALL END -OF -STREET STANDARD TYPE 111 BARRICADE PER CALIRARS A73C CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS WTH W-31 CA) SIGN WITH OM4-3 MARKER, BARRICADE IS TO GO PER COS. STD. ST -4. (UNLESS OTHERWISE NOTED) FROM FL NE TO FLOVI NE. SEE DETAIL ON SNL 7 -- PHASE BOUNDARY O7 CONSTRUCT 6' COMBINATION SIDEWALK PER C.O.B. SID. ST -3. TRACT BOUNDARY - - PROPOSED EDGAR= OF PAVEMENT SECTION DESIGNATION: NOTE: SECDON LETTER �------- A MARKINGS SECTION LINE ALL STRIPING AND PAVEMENT SHALL BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPEOFICAnON PTH-02ALKYD UNLESS OTHERWISE NOTED GET SECTION IS LOCATED 14+00 15+00 PER DATA NO. Q naN OFFSET FROM ¢ 13+93.6 1293RT. � I �mm 14+03.63 2.40RT. 14+0863 11. T. 14+13.63 22 �A VF 9.6317. bN 14+00 15+00 PER DATA NO. Q naN OFFSET FROM ¢ 13+93.6 1293RT. 13+98.63 128ORT. 14+03.63 2.40RT. 14+0863 11. T. 14+13.63 10.821 . 14+18.63 9.6317. 14+23.63 SAME 14+53.63 1.31LT. 14+5863 2.77L 14+63.63 *T- 14+68.63 4.881-T. 14+7163Z 5.53LT. 14+X.63 5.931-7. 4+83.63 6.061-T. NOTES: 1. SEE SEWER AND WATER PLANS FOR SEWER PLANS AND DETAILS. 2 LOCAL STREETS - PAVEMENT TO BE 020 TYPE 'B' AC OVER 0.45' AGGREGATE BASE OVER 1.0' COMPACTED O.G. TO BE COMPACTED TO 95% RELARVE DENSITY PER C.O.B. SID. ST -9. &"q" 3. BERKSHIRE ROAD - PAVEMENT TO BE 0.30' %B= AC OVER 0.67' AGGREGATE BASE OVER . ' TO BE COMP TED TO 955 RELATIVE DENSITY PER CO.S. SID. ST -9. 1.25' �j "A^ 4. OLD RIVER ROAD - PAVEMENT TO BE 0.45' TYPOVER 090' AGGREGATE BASE OVER . ' OMPAC &G. TO BE COMPACTED TO 95Z RELATIVE DENSITY PER C.O.B. SID. -9. .25' S. ALL CATCH BASINS TO BE TYPE 'A' 117H 35' OPENINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE & s E "d 358 354 -;350 346 342 338 334 J -- 330 6+00 TAPER DATA NO. I C STATION 12+69.96 9.0027. 12+74.96 8.92RT. 12+p46 8.69RT. +84.96 8.30RT. 12+89.96 7.75RT. 12+94.96 TOSRT. 12+99.96 6.19RT. 13+04.96 5.17RT. 13+09.96 COORT. 13+49.96 6.00.7. 13+54.96 7.171-7. 1 59.96 8191-7. 13+6 . 9.051-7. 13+69.96 9.75LT. 13+74.96 10.3017. 13+79.96 91T. 13+84.96 10.9 13+89.96 11.00.7. 0 SbE SHI--I "T -9A pose 1 , 10 I I I 4 i 5 i 6 i ! 7 i 8 i ! I 1 , L 22 10'00 11+W 12 00 13 00 11400 REA1wE E% $RRRKrim WHEN CONSMUmNG PFMH9£3 O J LuN 18 1981 20 i 21 1 22 ITI-I MS d01S m m GORE STRIPING h h m 1 EX. GORE S7RROIN3 I j �_^ O I—Tp BE 0.8wau6D �. i Y IV .Co"R*1046 "REMWYN 38 �� OLD RIVER ROAD STRIPING PLAN (STA. 10+00.00 TO 15+15.57) SCALE: t" = 50' HORIZONTAL .L. N 10 i 11 12 13 14 I I 1 I m H TAIL 2z 16400 17tGO 18}00 19+00 BERKSHIRE ROAD STRIPING PLAN (STA. 10+00.00 TO 23+22.05) SCALE: i" = 50' HORIZONTAL I ! ! 15 j 16 1 17 1 i ! i I I i•� IV ARROW \ CL6F1 O Ofn -W O ` \ I /� m ww <26 I e i`o mg % Qx ZI- W�yN O + ISN GIN O TEMPORARY G 8 F FAO i 6 F Ny- TYPE Nv ARROW a`G DETAIL 38 ---- __ (TYPIGAI-) ... ._ XlSA'I TEMPORARY --- STOP 0 REMAIN ;� TYPE I ARROW DEfaL 9 TO REMAIN (TYPICAL) 2 22tW > 24002 2 00 5 O -- } - STING --�Nes'ir24•W zz8.70' 7 0-- __ 2a+0 R=100000' \ - i �NO �7PoPING L-326.58' STING TEMPORARY TO T=33.68' TYPE IV ARROW o TEMPORARY a=3'51'31' TO BE REMOVED DETAIL 29 N p I (TYPICAL) ti XISTING TEMPORARY <a J M mDETAIL9 0>� DETAIL 38 TEMPORARY OEETTAJL 2 N TO BE REMOVED swm TO BE REMOVED R" (TYPICAL) ' R=1000.00' Z� N ^ DETAIL r Z L=328.58c' TO REMOVEDN H T=16.27' d (TYPICAL) A=131'51" si H 9 � e BERKSHIRE ROAD EAST OF OLD RIVER ROAD STRIPING PLAN (STA. 23+22.05 TO 28+00) SCALE: 1" = 50' HORIZONTAL j Z x W A LEGEND: CONSTRUCTION NOTES: v v Y ABBREVIATIONS —_______ —___ RICHT OF WAY wr.�p BIKE LANE MARKINGS PER CAL -TRANS STANDARDS O CONSTRUCT TYPE "B" CURB 4 GUTTER PER C.O.B. STD. ST -1. FL CL FLOWTINE POVC POINT ON MRTICAL CURVE CENTEIWNE BVC BEGIN VERTICAL CURVE — — EDGE OF PAYMENT CAL -TRANS TME IV ARROW O CONSTRUCT 5' COMBINATION SIDEWALK PER C.O.B. STI. ST -3. REVIS ELEV ELEVATION EVC ENA VERTICAL CURVE LEFT OR NIGHT AS APPIICABIE 3 O CONSTRUCT HAND" RAMP PER CALTRANS 2002 REVISED DUAL IOAU BCR GIN CURB RETUPo! PI PONT d- INTERSECTION MEDIAN b CAL -TRANS TYPE 1 (10) ARROW UNIT STANDARD PUN R.S.P. A88A-CAS: A APPR W L>D P-4 ER A. Mc INTT�H Rrr-� 33322- DAtE ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE 3q CAL -TRANS MARKER OR STRIPING DETAIL NUMBER ® PAINT 12" LIMIT LINE USING THERMOPLASTIC PANT PER CALTRANS BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE CAL -TRANS TME W ARROW STANDARD SPECIFICATION PTH-02ALKYD. PIVC PUNT OF INTERSECTION TC TOP OF CURB 39 T TEMPORARY CAL -TRANS MARKER OR STRIP64G DETAIL NUMBER CAL -TRANS TYPE NII ARROW Q RKERRAT PHASE INSTALL TRACT jF 1LAI SIGN MARKER ENT IT a18 SIMULTANEOUSLY OF VERTICAL CURVE TP TOP OF PAYEMENT 39 F FUTURE CAL -TRANS MARKER OR STRIPING DETAIL NUMBER 4. NOT REMOVE AND SALVAGE SIGN WITH CONSRUCTION OF ADJACENT PHASE (jFU1516N ' SDMH STORM DRAIN MANHOLE FC FINISH CONCRETE Rf-1 CAL -TRANS TYPE V11 ARROW � INV INVERT RCP REINFORCED CONCRETE PIPE i FURBISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: LEFT OR RIGHT AS APPUCABLE © INSTALL END -OF -STREET STANDARD TYPE III BARRICADE PER CALTRANS A73C pR'11c G.B. GRADE BREAK RGJ RUBBER GASIVED JOINT "Ri-1" - STOP "WI -7' - DOUBLE ARROW CAL -TRANS TIDE III ARROW WITH W-31 CA) )SI WITH pA4-3 MARKER. BARRICADE C TO W DANICL DADILIA RCE b7O06 EAP 430118' 'R6-1' - ONE WAY "WI -G - SINGLE ARROW LEFT OR RIGHT AS APPLICABLE FROM FL E TO FLOWUNE. SEE DETAIL ON SHT 7 QQ FURNISH 4 INSTALL SURVEY MONUMENT PER CO.B. SRI. ST -13. "R5-1" - W NOT ENTER "WI -I" - CURVE ARROW .yy. CAL -TRANS TYPE 1 (18) ARROW O CONSTRUCT 6' COMBINATION SIDEWALK PER C.O.B. SM. ST -3, "RM(CA)" - NO PARKING ^IIS -3' - SIGNAL AHEAD DUSTING SURVEY MONUMENT "R3 -5R - RIGHT TURIN O LY 'o-1" - SLOP HEAD —gig: CAL -TRANS TYPE W B ARROW "R4-7" - KEEP NIGHT 'SS -2" - END SCHOOL ZONE + FURNISH 8: INSTALL STREET SIGN PER C.O.B. STI). T-1. LANE ARE PRESENT TYPE . RVBJIICAY - ENU 'SI -3" - SCHOOL :W'14'(-C1!)'- LCAL-TRANS EFT OR RIGHT ASBAPPPLLICABIE LEFT -;r- FURNISH & INSTALL METRO STREET SIGN PER C.O.B. SLD. T-1. 'W94-1• - DEAD BND "R2-1• - SPEED UNIT 20 p CAL -TRANS TYPE II B ARROW "1114-27 - NO OUTLET SCALE: 1 =5O -o- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. SM. ST -14. STOP 'STOP* MARKING PER CAL -TRANS STANDARDS $ FURNISH Q INSTALL STREET UGHT-9500 WMEN PER CO.B. SLD. ST -14. NOTE: AHEAD "AHEAD" MARKING PER CAL -TRANS STANDaSTANDARDS PP. I 25 0 50 ROI SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ♦ "HANDICAP" MARKING PER CAL -TRANS STANDARDS STRIPING SHALL BE STRIPING TAPE (SSP) OR V )OW MARKING PER CK -TRANS STANDARDS ' 0330 P' 50 e 1 125 WATERBOURNE PAINT. All 0110 STRIPING AND MARKING SHALL BE THERMOPLASTIC PER CALTRANS - -- - FUTURE CAL -TRANS STRIPING AND MARKINGS, TYPICAL CIVii. ,, q�` ;..,i STANDARD SPECFlCATIO! 8010-21C-19, UNLESS - ��a�P �pcC,,IF"' �\� 4 OTHERNSE INDICATED. ���' VUs3