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HomeMy WebLinkAbout1.1-6825 Ph 1 Record DrawingSTANDARD NOTES 1. GENERAL CONTRACTOR WILL FURNISH ALL MATERIALS, TOOLS, LABOR, EQUIPMENT AND SUPERVISION NECESSARY TO COMPLETE INSTALLATION. UNDERGROUND SERVICE ALERT (USA) SHALL BE NOTIFIED AT LEAST 2 WORKING DAYS BEFORE CONSTRUCTION. TELEPHONE 1-800-227-2600. CONTRACTOR TO CALL FOR USA LOCATE AND POTHOLE ALL MARKED UTILITIES THAT CROSS OR ARE WITHIN 5' HORIZONTAL DISTANCE OF SEWER AND STORM DRAIN LINES. VERTICAL AND HORIZONTAL LOCATION SHALL BE ASCERTAINED BY THE CONTRACTOR AHEAD OF ANY EXCAVATIONS TO VERIFY THAT THE PROPOSED DESIGN DOES NOT CONFLICT WITH ANY UTILITIES. IN THE EVENT A CONFLICT EXISTS THE ENGINEER SHALL BE NOTIFIED IN ORDER TO REDESIGN THE ALIGNMENT. IF RELOCATION OF EXISTING UTILITIES IS DEEMED NECESSARY THE CONTRACTOR SHALL BE COMPENSATED FOR INSTRUCTED RELOCATION. IF REDESIGN OF THE ALIGNMENT REQUIRES ADDITIONAL FITTINGS, PIPE OR EXCAVATION THE CONTRACTOR SHALL BE COMPENSATED FOR REVISION. IN THE EVENT A UTILITY IS DAMAGED THE CONTRACTOR SHALL BE WHOLLY RESPONSIBLE FOR ITS REPAIR. 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. 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 OUT" 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 -14, ST -11, ST -13, 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 NOTE 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 00 EXISTING i 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 <z>- INSTALL STREET LIGHT- HOLOPHANE-LVUI SERIES PER C.O.B. STD. SP7-86-10. STREET LIGHTS SHALL MATCH THOSE EXISTING IN THE VICINITY AND IN ACCORDANCE WITH C.O.B. STANDARD DETAIL ST -14. STREETLIGHT LUMINAIRES ARE TO BE LED AS SPECIFIED IN COB SPECIAL PROVISIONS SECTION 86-6.01 OF WHICH MODELS INCLUDE: AMERICAN ELECTRIC LIGHTING ATBO, AUTOBAHN SERIES LEO TEK EC1 THRU EC7 SERIES CREE XSP/XSPR SERIES AND OTHERS ON APPROVED LIST 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 LATERAL STAMP "C" INTO CURB FACE AT ALL MEDIAN CONDUIT CROSSINGS. 10. INSTALL ADDITIONAL # 3-1/2 PULL BOX FOR STREET LIGHTS AT P.Gh E. SERVICE POINT. ALL PULL BOXES 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. A88A-CASE A. 12. ALL MANHOLE AND LAMPHOLE 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 STD. T-19 SHALL BE LOCATED WITHIN SIDEWALK 6" FROM BACK. 14. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/SUBDIVIDER/CONTRACTOR. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. Underground Service Alert Call: TOLL FREE 1-800-227-2600 TWO WORKING DAYS BEFORE DIGGING 6' WING W/2 / / CENTERLINE STORM DRAIN W A REVISION APPROVED BN CITY OF BAKERSFIELD KERN COUNTY CALIFORNIA STREElf CONSTRUCTION PLANS /40 REVIS(ON ©- a14RPPRo BYt DR'fr MARIAN SHFIA! PANIEt PAVILLA &E 106196 EXP `71.3MY La Lo cD � 1-- o C�7Z� _ _ PARK _ U U NOT A PART_ >> + CENTERLINE STORM DRAIN -UP CURB AND GUTTER FLOWUNE CURB AND GUTTER SIDEWALK 6' WING I LANDSCAPE TYPICAL CATCH BASIN LOCATION AT CURB RETURN N.T.S. AIR VESTING TRACT TRACT No. 6536 VACANT LANDS � 20 a �I �e � n I ,s;l �s I � I �s I�z I I I I I I I I I 11 10 -—EVANSBURG AVENUE s2 I 23 1 24 1 25 1 23 1 27 1 2e 1 20 1 20 1 31 1 1 3 I I 1 I i I I I I 6 1 1 I I I I J 7 a l -P H A S E I-- -�—I- - -�--� , 40 38I 37! 39I 351 34 I 33I 32I EL I I I I I I I I I o -Lo5 - - - -�-J s - - ALONDRA DRIVE - - I-jI !-T r T IO II��I1I�' im0 w 4s 1 44 1 45 1 46 1 47 1 4! 1 40 1 3p l N 1 52 1 53 1(n 1 1 1 1 1 1 1 1 1 I 1 1I j_ L I-- i I I ` Z ► - I I �OGARTY WAY n �. ; PWH A S E_ 2 I- I -- I I -- , 22 , 21 i 20 ! 10 j O 1 5 I O ,1 6 �1 , BISCAYANE DRI IPI HSA I S S PROJECT MAP ga SCALE: 1"=200' ® SHEET NO. INDEX Omsk - 1111011611 LIST OF MATERIALS ITEM UNIT TOTAL A.C. PAVING TONS 2915 CL. II AGG. BASE CUYD 2076 SUBGRADE PREPARATION SQYD 7640 6" CURB AND GUTTER LF 6769 HANDICAP RAMPS EA. 11 DRIVEWAYS SOFT 6960 SIDEWALK SOFT 31666 CROSS GUTTERS EA. 1 STANDARD STREET NAME SIGNS EA. 12 METRO STREET NAME SIGNS EA. 2 STOP SIGNS EA. 6 5800 LUMEN STREET LIGHTS EA. 10 MONUMENT ENCASEMENTS EA. 9 SAWCU T LF. 801 LOCAL STREET FRONTAGE 5974 LF ARTERIAL STREET FRONTAGE 795 LF FOR TRACT NO. 6825 PHASE 1 LEGEND: ABBREVIATIONS FL FLOWUNE POVC POINT ON VERTICAL CURVE CL CENTERUNE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE PIVC POINT OF INTERSECTION TC TOP OF CURB 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 do INS;TALL SURVEY MONUMENT PER C.O.B. STD. ST -13. EXISTING SURVEY MONUMENT +- FURNISH & IN ;TALL STREET SIGN PER C.O.B. STD. T -l. FURNISH do INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. FURNISH & INSTALL STREET UGHT-HOLOPHANE-LVUI SERIES PER C.O.B. STD. SP7-86-10. FURNISH do INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: 'RI -1" - STOP "W1-7" - DOUBLE ARROW "R6-1" - ONE WAY "Wl-6" - SINGLE ARROW "R5-1" - DO NOT ENTER "WI -1" - CURVE ARROW "R26(CA)- - NO PARKING "W3-3" - SIGNAL AHEAD "R3 -5R' - RIGHT TURN ONLY "W3-1" - STOP AHEAD "R4-7" - KEEP RIGHT "S5-2" - END SCHOOL ZONE "R81(CA)" - BIKE LANE "S4-2" - WHEN CHILDREN ARE PRESENT "W31(CA)" - END "S4-3" - SCHOOL "W14-1" - DEAD END "R2-1" - SPEED LIMIT 20 "W14-2" - NO OUTLET TOM 363.22 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION CONSTRUCT STORM DRAIN PER CITY STANDARDS ® CONSTRUCT STORM DRAIN MANHOLE TYPE "B' PER C.O.B. STD. D-18. Istr CONSTRUCT CATCH BASIN TYPE "A" PER C.O.B. STD. S-12. S CONSTRUCT SEWER PER E.N.C.S.D. STANDARDS G CONSTRUCT SEWER MANHOLE PER E.N.C.S.D. STD. DET. NO. S-7 ® CONSTRUCT SEWER CLEAN OUT PER E.N.C.S.D. DET. NO. S-5 CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) PHASE BOUNDARY �� ■ ■ ■ ■ e ■ ■ TRACT BOUNDARY !- — PROPOSED EDGE OF PAVEMENT TS FURNISH do INSTALL TRAFFIC SIGNAL CONDUIT IR FURNISH do INSTALL IRRIGATION CONDUIT iC FURNISH do INSTALL INTERCONNECT CONDUIT 123Tg5 �s FURNISH do INSTALL SPLICE BOX FOR INTERCONNECT TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE Oi CURVE NUMBER FOR CURVE DESCRIPTION ALONG CURB Ot TAPER NUMBER FOR TAPER DESCRIP11ON ALONG CURB O ITEM OF WORK - SEE SCHEDULE SECTION LETTER SECTION LINE SHEET SECTION IS LOCATED VICINITY MAP N.T.S. D Q NOTE: 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CIN CONSTRUCTION INSPEC110N 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 do STANDARDS SET FORTH BY THE CIN OF BAKERSFIELD HAVE BEEN MET. 3. NO CITY INSPECTIONS WILL 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 ERRORS, OMISSIONS,,OR VIOLATIONS OF THOSE ORDINANCES. PPLANSSU MDURING OITTE "pk6 ANDRE DTO ITN 44 RI UC E C RC RCTIONSE REFLECTED ONS CORRECTED AFF'ROVED BY: ROGER A. McINTOSH R.C.E. 33322 APPROVED BY: NICOLAS FIDLER, ACTING PUBLIC WORKS DIRECTOR R.C.E. NO. 61069 EXP. 12-31-14 REV EWED ASSISTANT PUBLIC r� J' AIZ77t_ 7- r�lc' lqi DATE / I D ATE KS DIRECTOR REQ/ EWED BY: 1;.... ►Y I -, / -;. lI � TRAFFIC ENGINEER BASIS OF BEARINGS: THE: BEARING OF N. 89'06'48" W. SHOWN FOR THE NOFZTH LINE OF THE NORTHEAST QUARTER OF SECTION 30, T. 30S., R. 27E. ON K.C.S. FILED MAP NO. 7-1 BK. 6, ?G. 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 INTI=RSECTION OF OLD RIVER ROAD AND BERKSHIRE ROAD. ELEVATION = 346.42' (USGS DATUM) LE13AL 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. EVANSBURG AVENUE 4. ALONDRA DRIVE 5. F"" I T WAY & BIDWELL DRIVE 6. PERPETUA WAY, BISCAYANE DR VE & VARDEN STREET 7P, OLD RIVER ROAD (STA. 1St 15.51 Ta 23}1 6.1D RIVER ROA — STRIPING PLAN ria' OLD RIVER ROAD (STA. 10+00 00 TO 15 4 I5.51� �,'l�- 1? CITY RECORDS NO: 01 O - WHITE LN z 7 N p m < F-Lt.rn z WHI LN D dY Cti Z tXj ROJEftT n m Cl D :z: O I ARRIS R ua LJ U �1 PANAMA LN 4 t/"1 poLd- w d2;� C,,IV `m o CSI � r_.w(n W O o rz*i _E � C7 a m Ld m (fl 0 _ M< < o z ;0 Ld rM 0 C 4 � TAFT HWY S` o SORTS VILLA E v VICINITY MAP N.T.S. D Q NOTE: 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CIN CONSTRUCTION INSPEC110N 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 do STANDARDS SET FORTH BY THE CIN OF BAKERSFIELD HAVE BEEN MET. 3. NO CITY INSPECTIONS WILL 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 ERRORS, OMISSIONS,,OR VIOLATIONS OF THOSE ORDINANCES. PPLANSSU MDURING OITTE "pk6 ANDRE DTO ITN 44 RI UC E C RC RCTIONSE REFLECTED ONS CORRECTED AFF'ROVED BY: ROGER A. McINTOSH R.C.E. 33322 APPROVED BY: NICOLAS FIDLER, ACTING PUBLIC WORKS DIRECTOR R.C.E. NO. 61069 EXP. 12-31-14 REV EWED ASSISTANT PUBLIC r� J' AIZ77t_ 7- r�lc' lqi DATE / I D ATE KS DIRECTOR REQ/ EWED BY: 1;.... ►Y I -, / -;. lI � TRAFFIC ENGINEER BASIS OF BEARINGS: THE: BEARING OF N. 89'06'48" W. SHOWN FOR THE NOFZTH LINE OF THE NORTHEAST QUARTER OF SECTION 30, T. 30S., R. 27E. ON K.C.S. FILED MAP NO. 7-1 BK. 6, ?G. 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 INTI=RSECTION OF OLD RIVER ROAD AND BERKSHIRE ROAD. ELEVATION = 346.42' (USGS DATUM) LE13AL 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. EVANSBURG AVENUE 4. ALONDRA DRIVE 5. F"" I T WAY & BIDWELL DRIVE 6. PERPETUA WAY, BISCAYANE DR VE & VARDEN STREET 7P, OLD RIVER ROAD (STA. 1St 15.51 Ta 23}1 6.1D RIVER ROA — STRIPING PLAN ria' OLD RIVER ROAD (STA. 10+00 00 TO 15 4 I5.51� �,'l�- 1? CITY RECORDS NO: IJ J 01 O - _j z M N p t < F-Lt.rn 0 t[ 'a- dY Cti Z tXj n m Cl :z: O I Q ua LJ U �1 4 t/"1 poLd- w d2;� C,,IV `m Iw CSI r_.w(n W LL � fel a m Ld m (fl 0 _ M< Ld rM 0 C 4 � c 0 S` v IJ J C0 _j z .,. < x �I dY m Cl ua *4 90 �1 4 t/"1 w d2;� C,,IV `m Iw CSI 0. 10 �a LL � � a mc (fl 0 _ c 0 c I- I u_ a -t " If _ I- T 0 L (" r 1. 11 , T_ I > ,. r rc -4 �C L L STANDARD NOTES (CONT.) ASPHALT CONCRETE PAVING NOTES: TRENCHING [MOTES: STORM DRAIN NOTES: 15, CONTRACTOR SHALL PROVIDE 1 SPARE STREET LT. FOR EVERY 10 INSTALLEDL 1. TRENCH EXCAVATIOLi 1. STORM DRAIN PIPE 1. ASPHALT CONCRETE SHALL BE TYPE 'A' (MODIFIED) FOR ALL ARTERIAL AND COLLECTOR STREETS ' TO CITY OF BAKERSFIELD, PUBLIC WORKS DEPT. GENERAL SERVICES DIVISION. AND TYPE B (MODIFIED) FOR LOCAL STREETS AND SHALL CONFORM TO THE PROVISIONS IN THE EXCAVATION OF' TRENCHES FOR PIPING LAID IN THE GROUND SHALL BE IN STORM DRAIN PIPE. CONTRACTOR SHALL UTILIZE RCP PIPE, CLASS III WITH RUBBER SECTION 39, "ASPHALT CONCRETE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL OPEN -CUT FROM DIE SURFACE OF THE GROUND EXCEPT WHERE BORING IS REQUIRED. GASKET JOINTS PER ASTM SPECIFICATION C-76, UNLESS OTHERWISE NOTECI ON THE Ii XmIl It o 16. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PROVISIONS. THE TRENCHES SHALL BE OF WIDTH AS SHOWN ON STANDARD S-39 AND DETAILED CONTRACT PLANS. N 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 SECTIONS ON THE FLANS FOR PROPER PIPE INSTALLATION. REINFORCED CONCRETE PIPE. REINFORCED CONCRETE PIPE SHALL CONFORM TO THE O INSURANCE, AND SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT-OF-WAY AND INSURANCE SHALL BE POSTED (MODIFIED) OR TYPE 8 (MODIFIED) ASPHALT CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF "AGGREGATE," 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 PROVISIONS IN SECTION 65, "REINFORCED CONCRETE PIPE", OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. /' z ` E_ SECTION 39-2.02, OF THE STANDARD SPECIFICATIONS FOR 3/4" MAXIMUM, MEDIUA'I GRADING. THESE REQUIREMEN' S TO PROVIDE FIRM, w PRIOR TO ISSUANCE OF THE PERMIT. UNIFORM BEARING FOR THE PIPE. r 17. AGGREGATE BASE: AGGREGATE BASE MATERIAL FOR ARTERIAL do COLLECTOR 3. ASPHALT BINDER FOR TYPE A (MODIFIED) ASPHALT CONCRETE SHALL BE PG 64-10 PERFORMANCE GRADED CONTRACTOR SHALL PROVIDE TRENCHING IN ACCORDANCE WITH THE DETAILED SECTIONS EXCEPT AS OTHERWISE DESIGNATED BY CLASSIFICATION ON THE PLANS OR IN THE SPECIFICATIONS, JOINTS FOR CULVERT AND DRAINAGE PIPES SHALL CONFORM TO THE 0 (J w ROADWAYS SHALL MEET THE SPECIFICATIONS FOR CLASS 2 AGGREGATE BASE ASPHALT, UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER. ASPHALT BINDER FOR TYPE B (MODIFIED) PROVIDED IN THE P'_ANS. SELECTION OF TRENCH TYPES WILL BE AS REQUIRED BY THE PLANS OR SPECIFICATIONS FOR STANDARD JOINTS. I > (CL 2 AB) CONFORMING TO SECTION 26 OF THE STATE STANDARD SPECIFICATIONS, ASPHALT CONCRETE SHALL BE PG 64-10 PERFORMANCE GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE TYPES OF PIPE SEL,,=CTED FOR CONSTRUCTION. STORM DRAIN AND UTILITY CONDUIT � CITY ENGINEER. THE ASPHALT BINDER SHALL CONFORM TO THE REQUIREMENTS IN THE TABLE FOR INSTALLATIONS SHA`L MEET CITY STANDARD S-39. HYDROSTATIC TESTS SPECIFIED BY SECTION 65-1.08 "LAYING SIPHON AND PRESSURE LATEST EDITION; HOWEVER, NO RECYCLED OR RECLAIMED MATERIAL WILL BE ALLOWED. BASE MATERIAL IN LOCAL ROADS SHALL BE EITHER CL 2 AB OR "STEAM -REFINED PAVING ASPHALTS," IN SECTION 92-1.02, "GRADES," OF THE STANDARD PIPE", OF THE STANDARD SPECIFICATIONS WILL NOT BE REQUIRED. z SPECIFICATIONS. TRENCH LINES SHALL MEET ALL FEDERAL AND STATE SAFETY REQUIREMENTS. iFi CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200-2.4 OF w THE "GREENBOOK". 4. THE AMOUNT OF ASPHALT BINDER TO BE MIXED WITH THE MINERAL AGGREGATE SHALL BE DETERMINED BY 2. BRACING AND SHORING REINFORCED CONCRETE PIPE SHALL HAVE RUBBER GASKETED JOINTS CONFORMING TO ) M THE CONTRACTOR IN ACCORDANCE WITH CALIFORNIA TEST METHOD 367 USING SAMPLES OF MATERIALS SECTION 65-1.06B, "RUBBER GASKETED JOINTS", OF THE STANDARD SPECIFICATIONS. � , 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 EXCAVATION SHALL BE SUPPORTED AS SET FORTH IN THE RULES, ORDERS, AND HANDLING OF MATERIALS. ALL PIPE, FITTINGS, SPECIALS AND CASTINGS MUST BE o Q THE CONTRACT PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION AND THESE DETAILED SPECIFICATIONS. AGGREGATE BASE ENGINEER. REGULATIONS OF TI "E STATE DIVISION OF INDUSTRIAL SAFETY. IF THE CONTRACTOR CAREFULLY HANDLED AT ALL TIMES. ONLY SUITABLE AND PROPER EQUIPMENT AND ( LL DESIRES TO DEVIATE: FROM THE SAFETY ORDERS, HE SHALL SUBMIT DATA BY A APPLIANCES SHALL BE USED FOR THE SAFE LOADING, HAULING, UNLOADING, HANDLING 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 FOLLOiNING FOR THE REGISTERED CIVIL ENGINEER TO THE STATE DIVISION OF INDUSTRIAL SAFETY, JUSTIFYING AND PLACING OF MATERIALS, SPECIAL CARE SHALL BE EXERCISED SO THAT PREFORMED OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D-1557. CITY ENGINEER'S REVIEW AND APPROVAL: THE ALTERNATE PROCEDURES TO BE USED. FAILURE TO COMPLY WITH ANY OF THESE RESILIENT JOINTS ON PIPE AND FITTINGS WILL NOT BE DAMAGED. ANY PIPE OR FITTING :: t RULES, ORDERS AND REGULATIONS SHALL BE SUFFICIENT CAUSE FOR THE STATE DIVISION WITH A JOINT DAMAGED OR FLATTENED WILL CAUSE THAT PIPE OR FITTING TO BE 18. SUBGRADE PREPARATION: THE CONTRACTOR SHALL FINE GRADE AND COMPACT A. A LIST OF AGGREGATE AND ASPHALT SOURCES. TO IMMEDIATELY SUSPEND ALL WORK. COMPENSATION FOR LOSSES INCURRED BY THE REJECTED. I STREET SUBGRADE IN ACCORDANCE WITH THE CONTRACT PLANS, CITY CONTRACTOR BY SLCH AN EMERGENCY SUSPENSION SHALL NOT BE ALLOWED. DURING I REQUIREMENTS AND STANDARD SPECIFICATIONS. SUBGRADE SHALL BE GRADED B. DOCUMENTATION VERIFYING THAT THE AGGREGATES TO BE INCORPORATED IN THE WORK CONFORM BACKFILLING, THE BOTTOM OF THE SHORING SHALL BE KEPT ABOVE THE LEVEL OF THE PIPE LAYING. NO PIPE SHALL BE LAID UNTIL THE ENGINEER INSPECTS AND APPROVES L------- -__ TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95% OF THE MAXIMUM TO THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE," OF THE STANDARD BACKFILL AT ALL TIMES. THE CONDITION OF THE BOTTOM OF THE TRENCH. PIPE SHALL BE INSTALLED IN STRICT _ DRY DENSITY IN ACCORDANCE WITH ASTM D-1557. SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MATERIAL SIEVE ANALYSIS AND SAND ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. rn M EQUIVALENT TEST RESULTS SHOULD NOT BE OLDER THAN SIX (6) MONTHS. ALL OTHER T-_-STSECTION 6422 OF THE CALIFORNIA LABOR CODE REQUIRES THE CONTRACTOR TO SUBMIT o � 19. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/ RESULTS SHALL BE NO OLDER THAN ONE 1 YEAR. () TO THE ENGINEER 1 DETAILED PLAN, DRAWING THE DESIGN OF SHORING, BRACING, PIPE LAYING SHALL BEGIN FROM THE DOWNSTREAM END OF THE STORM DF AIN OR AS �- ami -Z'- SUBDIVIDER/CONTRACTOR. THE NUMBER AND LOCATION OF REQUIRED TESTS SLOPING OR OTHER PROVISIONS TO BE MADE BY THE CONTRACTOR FOR THE PURPOSE DIRECTED BY THE ENGINEER. PIPE LAYING SHALL PROCEED WITH EACH PIECE LAID TRUE 00 Q q. � Lo SHALL BE DETERMINED BY THE CITY ENGINEER. C. AN ASPHALT CONCRETE MIX DESIGN DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 367. OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE TO LINE AND GRADE, AND IN SUCH A MANNER AS TO FORM A CLOSE CONCENTRIC JOINT r Z ca o r" LABORATORY TEST RESULTS ON WHICH THE DESIGN IS BASED SHALL BE SUBMITTED WITH THE MIX EXCAVATION OF TRENCHES NECESSARY FOR THE CONSTRUCTION OF THE PROJECT. IF WITH THE ADJOINING PIPE AND TO PREVENT SUDDEN OFFSETS IN THE FLOW LINE. AS THE ti -4- �- 20. DUST CONTROL DESIGN ALONG WITH THE THEORETICAL MAXIMUM DENSITY OF THE DESIGN MIXTURE AS SUCH PLAN VARIES FROM THE SHORING SYSTEM STANDARD ESTABLISHED BY THE WORK PROGRESSES, THE INTERIOR OF THE PIPE SHALL BE CLEARED OF Ar DIRT AND o Z DETERMINED BY ASTM D2041. THE ASPHALT CONCRETE MIX SHALL MEET THE REQUIREMF=NTS CONSTRUCTION SAFETY ORDERS, THE PLANS SHALL BE PREPARED AND CERTIFIED BY A - DEBRIS OF EVERY DESCRIPTION. PIPE SHALL NOT BE LAID WHEN THE CONDITION OF THE �- I -t < g a o CONTRACTOR SHALL OBTAIN A COPY OF THE DUST CONTROL PLAN (DCP) FOR THIS PROJECT OF SECTION 39-2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL REGISTERED CIVIL OR STRUCTURAL ENGINEER; HOWEVER, USE OF SYSTEMS THAT ARE TRENCH OR THE WEATHER IS UNSUITABLE. AT TIMES WHEN WORK IS NOT IN PROGRESS, Q tet' _ FROM THE DEVELOPER, AND SHALL KEEP A COPY ON SITE AT ALL TIMES. FOR THE DURATION PROVISIONS. IF THE DATA SUBMITTED SHOWS THAT THE MATERIALS ARE SUBSTANTIALLY THE SAME LESS EFFECTIVE THEN THOSE REQUIRED BY THE CONSTRUCTION SAFETY ORDERS IS PROHIBITED ON THIS PROJECT. OPEN ENDS OF PIPE AND FITTINGS SHALL BE CLOSED. w w v IX) 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 o PROVISIONS OF SAID PIAN. CONTRACTOR SHALL BEAR ALL COSTS ASSOCIATED WITH THE ASPHALT CONCRETE MIX DESIGN. 3. TRENCH BACKFILL WITH BELLED END PIPE, BELL HOLES SHALL THEN BE EXCAVATED AT EACH JOINT TO ,-` J .-- _j FACILITATE THE JOINT OPERATIONS, AND SHALL BE ONLY OF SUFFICIENT SIZE FOR THAT w (a c; L ir) n 21. STORM WATER POLLUTION PREVENTION 6. WHERE NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM TO EXISTING PAVED SURFACES, THE EXISTING PURPOSE. IN ORDER THAT BELL HOLES MAY BE PROPERLY LOCATED, NOF MORE THAN cc '-' PAVEMENT SHALL BE SAW CUT IN A NEAT STRAIGHT UNE, EITHER PARALLEL OR PERPENDICULAR TO THE TRENCHES SHALL NOT BE LEFT OPEN FARTHER THAN THREE HUNDRED (300) FEET IN SIX (6) HOLES SHALL BE EXCAVATED AHEAD OF ACTUAL PIPE LAYING, ON ACCOUNT OF (n m m CONTRACTOR SHALL OBTAIN A COPY OF THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) CENTERLINE OF THE STREET, AND AT A MINIMUM DISTANCE OF ONE (1) FOOT FROM THE EXISTING EDGE OF PAVEMENT, ADVANCE OF PIPE LAYING OPERATIONS OR TWO HUNDRED (200) FEET TO THE REAR THE VARIATIONS IN JOINT CONSTRUCTION OPERATIONS. w Y o Y FOR THIS PROJECT FROM THE DEVELOPER, AND SHALL KEEP A COPY ON SITE AT ALL TIMES. FOR THEREOF, UNLESS OTHERWISE PERMITTED BY THE ENGINEER. ¢m 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 PLACEMENT THE CONTRACTOR SHALL MAKE PROVISIONS FOR PREVENTING FOREIGN MATERIAL FROM __ _ o _Li I U WITH lI1E PROVISIONS OF SAID PLAN. OF ASPHALT CONCRETE. HOWEVER, ALL OTHER REQUIREMENTS OF SECTION 39-4.01, "SUBGRAD -," OF THE ALL WORK SHALL CONFORM TO THE APPLICABLE SECTIONS OF THE STANDARD BEING FLUSHED INTO AN EXISTING STORM DRAIN LINE. -- - STANDARD SPECIFICATIONS SHALL BE MET. SPECIFICATIONS, DATED JULY, 1992. BEDDING CLASS SHALL BE AS SPECIFIED IN THE PIPE OPTIONS. STORM DRAIN AND UTILITY CONDUIT INSTALLATIONS SHALL BE IN -,ITY CUTTING PIPE. THE CONTRACTOR SHALL PERFORM ALL WORK OF CUTTING PIPE AND 22. CONSTRUCTION OPERATIONS SHALL 8E ACTIVELY IN PROGRESS ONLY BETWEEN THE 8. THE AREA TO WHICH PAINT BINDER HAS BEEN APPLIED SHALL BE CLOSED TO PUBLIC TRAFFIC. CARE SHALL ACCORDANCE WITH STANDARD S-39, EXCEPT THAT COMPACTION SHALL BE NO LESS SPECIAL CASTING NECESSARY TO THE ASSEMBLY, ERECTION, AND COMPLE OF THE \ HOURS OF 8:30 A.M. - 4:00 P.M., MONDAY THROUGH FRIDAY, EXCEPT LEGAL BE TAKEN TO AVOID TRACKING BINDER MATERIAL ONTO THE EXISTING PAVEMENT SURFACE BEYOND THE THAN NINETY PERCENT (90%) UP TO THIRTY INCHES 30" FROM FINISHED GRADE. ( ) EON WORK. ALL PIPE SHALL BE CUT TO FIT ACCURATELY, WITH SMOOTH EDGES AND FACES. _` HOUDAYS. WHERE CONSTRUCTION OPERATIONS ARE ACTIVELY IN PROGRESS, A MINIMUM OF ONE TRAFFIC LANE, NOT LESS THAN TWELVE FEET IN WIDTH, SHALL BE LIMITS OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CORRECTNESS OF CUTTING AND NO ,- * OPEN FOR USE BY PUBLIC TRAFFIC. WHERE CONSTRUCTION OPERATIONS ARE NOT BACKFILL MATERIAL.`.; IN THE PIPE ZONE SHALL BE PLACED IN LAYERS NOT TO EXCEED ADDITIONAL COMPENSATION WILL BE ALLOWED FOR ANY MATERIALS WHICH ARE DAMAGED . -' ACTIVELY IN PROGRESS, NOT LESS THAN TWO SUCH LANES SHALL BE OPEN FOR USE 9• PAVING SEAMS SHALL BE LOCATED TO MATCH DESIGNED TRAFFIC LANE STRIPE LOCATIONS UNLESS TWELVE 12 INCHES SIMULTANEOUSLY, ON EACH SIDE OF THE PIPE, IN SUCH A MANNER ( ) OR INCORRECTLY CUT. - �, ` ' BY PUBLIC TRAFFIC. PUBLIC TRAFFIC MAY BE PERMITTED TO USE THE SHOULDERS OTHERWISE PERMITTED BY THE CITY ENGINEER. AS NOT TO DAMAGE OR DISTURB THE PIPE OR ITS ALIGNMENT AND GRADE. _ �sg \j AND, IF HALF -WIDTH CONSTRUCTION METHODS ARE USED, MAY ALSO BE PERMITTED TO USE THE SIDE OF THE ROADBED OPPOSITE TO THE ONE UNDER CONSTRUCTION. 10. INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE CITY ENGINEER. ADDITIONAL BACKFILL MATERIAL ABOVE THE PIPE ZONE SHALL 8E FREE OF DELETERIOUS MATERIALS 2. BOREDfJACKED PIPE N r'`� MM . 'n � =- a c> a NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR ANY SHAPING OF SHOULDERS ASPHALT CONCRETE SHALL BE PLACED AT ROAD CONNECTIONS AND PRIVATE DRIVES WHERE SHOWN ON THE AND LUMPS OR STONES EXCEEDING THREE (3) INCHES IN GREATEST DIMENSION AND CASING OR SMOOTH OUTSIDE WALLED PIPE FOR BORED/JACKED PIPE SHA -L BE b �__r` �, NECESSARY FOR THE ACCOMMODATION OF PUBLIC TRAFFIC THEREON DURING PAVING PLANS AND AS DIRECTED BY THE CITY ENGINEER AND SHALL BE HAND RAKED, IF NECESSARY, AND COMPACTED SHALL BE PLACED IV LAYERS NOT EXCEEDING EIGHTEEN (18) INCHES. EACH LAYER INSTALLED. IT SHALL HAVE EVEN BEARING THROUGHOUT ITS LENGTH AND SHALL SLOPE a, `-�-, 4 I OPERATIONS. TO FORM SMOOTH, TAPERED CONNECTIONS. SHALL BE THOROUGHLY COMPACTED BY VIBRATORY OR MECHANICAL TAMPING, OR BY A TOWARD ONE END. SPACE BETWEEN CASING AND PIPELINE SHALL BE BACKFILLED WITH COMBINATION OF THESE METHODS. FLOODING AND JETTING SHALL NOT BE ALLOWED. SAND. IF THE PIPE AND CASING ARE INSTALLED BY BORING, THE SPACE AROUND THE <.P ,, - 5' ( - IN ORDER TO EXPEDITE THE PASSAGE OF PUBLIC TRAFFIC THROUGH OR AROUND THE 11• WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS 0.15 FOOT OR LESS PAVING THERE MUST BE AT LEAST ONE FOOT OF COVER OVER THE PIPE BEFORE COMPACTION CASING ALSO SHALL BE BACKFILLED WITH GROUT OR SAND. THE ENDS OF SPACE y';) WORK AND WHERE ORDERED BY THE ENGINEER, THE CONTRACTOR SHALL, AT HIS OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT, AT THE END OF EACH WORK SHIFT, THE ABOVE THE PIPE ZONE WILL BE ALLOWED. BETWEEN THE CASING AND THE PIPE SHALL BE SEALED WITH GROUT. THE STRENGTH _ OWN EXPENSE, FURNISH, INSTALL AND MANTAIN CONSTRUCTION AREA SIGNS, LIGHTS, LENGTH OF PAVEMENT ALONG THE LONGITUDINAL DROP-OFF BETWEEN ADJACENT LANES IS NOT GREATER OF PIPE DESIGNATED IN THE PLANS OR SPECIFICATIONS IS DETERMINED FOR VERTICAL FLARES, TEMPORARY RAILING (TYPE K), BARRICADES, AND OTHER FACILITIES FOR THAN THAT WHICH CAN BE SURFACED DURING THE FOLLOWING SHIFT OF IMPORTED BEDDING AND BACKFILL MATERIAL SHALL BE OBTAINED, AND ANY EXCESS LOAD ONLY ANY ADDITIONAL STRENGTH REQUIRED BY BORING/JACKING OPERATIONS _ _ o THE SOLE CONVENIENCE AND DIRECTION OF PUBLIC TRAFFIC. ALSO, WHERE NORMAL PAVING OPERATIONS. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE BEDDING AND BACKFILL MATERIAL SHALL BE DISPOSED, BY ANY LEGAL MEANS AT THE DISPOSAL OF THE CONTRACTOR. SHALL BE FURNISHED AT THE CONTRACTOR'S EXPENSE. DIRECTED BY THE ENGINEER, THE CONTRACTOR SHALL FURNISH COMPETENT DROP-OFFS ON EACH LANE. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HANG RAKED AND COMPACTED _ --_- ---------------i FLAGMEN WHOSE SOLE DUTIES SHALL CONSIST OF DIRECTING THE MOVEMENT OF FLAGI WHOSE SOLE DUTIES SHALL CONSST OF DIRECTING THE MOVEMENT OF T TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT TAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED CONFORMS TO FACILITATE THE REMOVAL OF THE THE CONTRACTOR MAY SUBMIT TO THE ENGINEER SIEVE ANALYSIS FOR UTILIZATION OF THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER FOR APPROVAL ALL PLANS OF i� - PUBLIC TRAFFIC THROUGH OR AROUND THE WORK. CONFORMS WHEN PAVING OPERATIONS RESUME. IN-SITU MATERIALS BORING/JACKING OPERATIONS PRIOR TO BORING OR JACKING. > m .4 23. REMOVE TRAFFIC STRIPES AND PAVEMENT MARKINGS. TRAFFIC STRIPES AND PAVEMENT 12. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS MORE THAN 0.15 FOOT, PAVING ACHIEVING FIRM BEDDING BELOW PIPE SPRINGLINE. CONTRACTOR SHALL PROVIDE "FIRM BORING/JACKING OPERATIONS SHALL BE CONDUCTED IN A SAFE AND EFFI-IENT MANNER, V) MARKINGS TO BE REMOVED WILL BE AS SHOWN ON PLANS AND AS DESIGNATED BY THE OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT THE LAYER OF ASPHALT CONCRETE IS PLACED BEDDING" SUPPORT FOR THE PIPE BELOW THE SPRINGLINE. FIRM BEDDING MEANS THAT CONSISTENT WITH CURRENT ACCEPTED PROCEDURES. WATER BORING SHALL NOT BE PERMITTED. THE CASING PIPE SHALL BE JACKED WITH SUCH PRECISION THAT WILL -- - ENGINEER. ON ALL CONTIGUOUS LANES OF THE TRAVELED WAY BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. AT THE PIPE MUST REST ON THE GRANULAR MATERIAL SPECIFIED PREVIOUSLY IN THE ALLOW THE REPLACEMENT OF THE PIPELINE TO THE LINE AND GRADE AS IIJDICATED ON THE END OF EACH WORK SHIFT, THE DISTANCE BETWEEN THE ENDS OF A LAYER OF ASPHALT CONCRETE ON SPECIFICATIONS. THE PLANS. TRAFFIC STRIPES AND PAVEMENT MARKINGS SHALL BE REMOVED TO THE FULLEST EXTENT ADJACENT LANES SHALL NOT BE GREATER THAN 10 FEET. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED POSSIBLE FROM THE PAVEMENT BY ANY METHOD THAT DOES NOT MATERIALLY DAMAGE ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE BELL OR COUPLING HOLES SHALL BE CAREFULLY EXCAVATED AT PROPER INTERVALS, SO UPON COMPLETION OF THE INSTALLATION OF THE CASING AND INSTALLATI"N OF THE THE SURFACE OR TEXTURE OF THE PAVEMENT OR SURFACING. WHERE BLAST CLEANING IS HAND RAKED ANO COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENE:) THAT NO PART OF THE LOAD IS SUPPORTED BY THE BELLS OR COUPLINGS. DURING PIPELINE TO GRADE, THE VOID BETWEEN THE CASING OR RC PIPE AND THE EXCAVATION USED FOR THE REMOVAL OF PAINTED TRAFFIC STRIPES AND PAVEMENT MARKINGS, THE TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED BEDDING AND BACKFILLING, CONSOLIDATION OF MATERIAL AROUND AND UNDER BELLS SHALL BE COMPLETELY FILLED WITH SAND, COMPACTED BY THE USE OF AIR -BLOWING AREA SHALL BE SHIELDED SO THAT NO MATERIAL FROM THE BLASTING OPERATION IS UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING AND COUPLINGS SHALL BE AVOIDED. SAND EQUIPMENT OR ANY OTHER MEANS ACCEPTABLE TO THE ENGINEER JPON HIS ALLOWED TO ENTER THE AREA THAT IS OPEN TO THE PUBLIC TRAFFIC. SAND OR OTHER OPERATIONS RESUME. APPROVAL. MATERIAL DEPOSITED ON THE PAVEMENT AS A RESULT Of REMOVING TRAFFIC STRIPES CONTRACTOR SHALL SHOVEL -SLICE OR HAND TAMP BEDDING IN THE HAUNCH AREAS, AS ; AND MARKINGS SHALL BE REMOVED AS THE WORK PROGRESSES. ACCUMULATIONS OF 13. ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM 92 PERCENT OF THE MAXIMUM THEOR _TICAL THIS WILL MINIMIZE VOIDS BENEATH THE PIPE AND IN THE HAUNCH AREAS. (r)SHOVEL--SLICING SAND OR OTHER MATERIAL WHICH MIGHT INTERFERE WITH DRAINAGEOR MIGHT DENSITY AS DETERMINED BY ASTM D-2041. IN-PLACE DENSITY SHALL BE DETERMINED IN ACCORDANCE OR HAND TAMPING SHALL BE DONE BEFORE THE BEDDING IS BROUGHT IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN A SAFE OPERATION AT ALL z o� • CONSTITUTE A HAZARD TO TRAFFIC WILL NOT BE PERMITTED. WITH CALIFORNIA TEST 375. UP TO THE QUARTER POINT OF THE PIPE. TIMES. SHOULD THE TUNNEL HEADING OPERATIONS RESULT IN DANGEROUS OR U) UNREASONABLE SLOUGHING OF MATERIAL WHICH MAY JEOPARDIZE THE SAFETY OF > t TRAFFIC STRIPES SHALL BE REMOVED BEFORE ANY CHANGE IS MADE IN THE TRAFFIC 14. IF THE IN-PLACE DENSITY OF ANY LOT OF ASPHALT CONCRETE IS LESS THAN 92 PERCENT OR ()REATER INITIAL BACKFILL. "BEDDING MATERIAL" AS SPECIFIED BY ASTM 2321-8 SHALL BE USED WORKERS OR THE STABILITY OF THE SOIL AND ROADWAY ABOVE, THE CONTRACTOR u h PATTERN. THAN 94 PERCENT OF THE MAXIMUM THEORETICAL DENSITY, THE CONTRACTOR WILL BE ADVISED THAT THE IN THE PIPE ZONE FOR INITIAL BACKFILL. AFTER THE PIPE HAS BEEN PROPERLY LAID SHALL FURNISH AND INSTALL BREAST80ARDING AND/OR FACE CLOSURE NI1H REQUIRED RELATIVE COMPACTION IS NOT BEING ATTAINED AND THAT THE MATERIALS OR PROCEDLRES OR AND INSPECTED, INITIAL BACKFILL SHALL BE PLACED ON BOTH SIDES AND OVER THE SUFFICIENT JACKS TO INHIBIT THE SLOUGHING AND/OR CLOSING THE WORE: FACE. s BLAST CLEANING FOR REMOVAL OF TRAFFIC STRIPES SHALL BE FEATHERED OUT TO BOTH, IF NEEDED, NEED ADJUSTMENT. ASPHALT CONCRETE SPREADING PIPE TO SUCH A DEPTH THAT, AFTER THOROUGH CONSOLIDATION, THE FINAL DEPTH THE CONTRACTOR, BEFORE RESUMING WORK, SHALL FURNISH THE ENGINEER. WITH A 61 IRREGULAR AND VARYING WIDTHS. PAVEMENT MARKINGS SHALL BE REMOVED BY BLAST OPERATIONS SHALL NOT CONTINUE UNTIL THE CONTRACTOR HAS NOTIFIED THE CITY ENGINEER OF THE SHALL BE AT LEAST' TO THE ELEVATION SHOWN ON THE PLANS. THE MATERIAL SHALL DETAILED PLAN OF PRECEDING WITH THE WORK, FOR HIS REVIEW AND APPROVAL. CLEANING A RECTANGULAR AREA, RATHER THAN JUST LETTERING OR MARKINGS, SO THE ADJUSTMENT THAT WILL BE MADE IN ORDER TO MEET THE REQUIRED COMPACTION. IF ANY SUCCESSIVE BE CONSOLIDATED EKY VIBRATORY OR MECHANICAL TAMPING AND THE EQUIPMENT AND ANY AND ALL EXPENSES THEREFORE WILL BE CONSIDERED AS INCLUDED IN THE 810 OLD MESSAGE CANNOT BE IDENTIFIED. TEST AFTER NOTICE IS GIVEN DOES NOT MEET THE SPECIFIED RANGE, THE ASPHALT CONCRETE MANNER OF TAMPIN ', MUST BE APPROVED IN WRITING BY THE ENGINEER PRIOR TO PRICE AND NO ADDITIONAL COMPENSATION WILL BE MADE THEREFORE. REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT MEETS THE IN-PLACE COMMENCING OPERATION. IMPACT EQUIPMENT MAY BE ALLOWED UNDER THE DIRECTION ,:� AFTER REMOVAL OF TRAFFIC STRIPES AND PAVEMENT MARKINGS, A FOG SEAL COAT SHALL DENSITY REQUIREMENTS. OF THE ENGINEER. HOWEVER, THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE 3. MINOR STRUCTURES �y BE APPLIED IN CONFORMANCE WITH THE PROVISIONS IN SECTION 37, BITUMINOUS SEALS", RESULTING FROM THE USE OF THIS EQUIPMENT. HYDRA -HAMMER WILL NOT BE OF THE STANDARD SPECIFICATIONS AND THE FOLLOWING: 15. IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE RELATIVE COMPACTION IS PERMITTED. MINOR STRUCTURES. PORTLAND CEMENT CONCRETE MINOR STRUCTURES `.SHALL A EITHER HER LESS THAN 90% OR MORE THAN 96%, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT CONFORM, IN DESIGN, MATERIALS, AND CONSTRUCTION, TO THE PROVISIONS OF w 'r IN TRAFFIC STRIPE REMOVAL AREAS, THE FOG SEAL COAT SHALL BE APPLIED OVER THE SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT DOES MEET THE IN-PLACE DENSITY SUBSEQUENT BACKFILL, ABOVE THE LEVEL OF INITIAL BACKFILL, THE TRENCH MAY BE SECTIONS 70-1.02 H OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL o �4 TRAFFIC STRIPE REMOVAL AREA AND TO IRREGULAR AND VARYING WIDTHS WITH AN REQUIREMENT. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. BACKFILLED WITH NATIVE MATERIAL RESULTING FROM TRENCH EXCAVATION, OR AT THE PROVISIONS. MANHOLES SHALL CONFORM TO THE CITY OF BAKERSFIELD STANDARDS In AVERAGE WIDTH OF 2 FEET ON EACH SIDE OF THE BLAST CLEANED TRAFFIC STRIPE OPTION OF THE CONTRACTOR, SELECT IMPORTED MATERIALS MAY BE USED. NATIVE S-7 AND S-8. DROP INLETS SHALL CONFORM TO THE CITY OF BAKERSFIELD REMOVAL AREA. 16. THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL BE DETERMINED BY: MATERIAL OR IMPORTED MATERIAL MAY BE COMPACTED BY TAMPING AND/OR ROLLING, STANDARD 5-12. TEMPORARY INLET GRATES SHALL CONFORM TO DETAIL'S ON THE -_-___ USING EQUIPMENT AND METHODS APPROVED BY THE ENGINEER. PLANS. IN PAVEMENT MARKING REMOVAL AREAS, THE FOG SEAL COAT SHALL BE APPLIED TO THE A. A PROPERLY CALIBRATED NUCLEAR ASPHALT TESTING DEVICE IN THE FIELD, OR BLAST CLEANED RECTANGULAR AREA. WHEN THE CONTRACTOR COMPACTS BY TAMPING AND/OR ROLLING, THE BACKFILL ECCENTRIC FLAT TOP SECTIONS SHALL MEET THE ECC THE PRECAST CYLINDER, TAPER, AND D ECC B. ASTM D1188 WHEN SLABS OR CORES ARE TAKEN FOR LABORATORY TESTING. ZINC STEARATE MAY MATERIAL SHALL BE PLACED IN LAYERS NOT EXCEEDING EIGHTEEN (18) INCHES IN LOOSE STRENGTH REQUIREMENT OF ASST. EACH SUCCESSIVE MANHOLE SECTION SHALL "KENT FULL COMPENSATION FOR FURNISHING AND APPLYING FOG SEAL AS SPECIFIED HEREIN BE SUBSTITUTED WITH PARAFFIN. DEPTH, EACH LAYEF BEING THOROUGHLY COMPACTED BY TAMPING AND/OR ROLLING BE SET ON A BED OF PORTLAND CEMENT GROUT OR SEAL" TO MAKE A SHALL BE CONSIDERED AS INCLUDED IN THE CONTRACT PRICE PAID PER SQUARE FOOT BEFORE SUCCEEDING LAYERS ARE PLACED. WATERTIGHT JOINT, SHALL BE NEATLY POINTED ON THE INSIDE, AND SHALL BE SET FOR REMOVAL OF TRAFFIC STRIPE AND PAVEMENT MARKING AND NO SEPARATE PAYMENT C. IN CASE OF DISPUTE, METHOD B ABOVE SHALL BE USED. PLUMB. WILL BE MADE THEREFORE, NOTHING IN THESE SPECIAL PROVISIONS SHALL RELIEVE THE COMPACTION OF SUBSEQUENT BACKFILL WITHIN TWO AND ONE-HALF (2-1/2) FEET OF CONTRACTOR FROM HIS RESPONSIBILITIES AS PROVIDED IN SECTION 7-1.09, "PUBLIC 17. IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED SURFACE TOLERANCES, FINISHED PERMANENT SURFACING GRADE SHALL BE ACCOMPLISHED BY TAMPING AND/OR 4• ADJUST SURVEY MONUMENT ENCASEMENTS (v co SAFETY," OF THE STANDARD SPECIFICATIONS. IT SHALL BE BROUGHT WITHIN TOLERANCE BY EITHER: ROLLING AS SPECIFIED ABOVE. WHERE THE TRENCH IS WITHIN THE PAVEMENT ON SURVEY MONUMENT AND FRAME AND COVER WITH ENCASEMENTS SHALL B- ADJUSTED OR -A Z TRAFFIC STRIPES AND PAVEMENT MARKINGS. TRAFFIC STRIPES AND PAVEMENT MARKINGS A. ABRASIVE GRINDING WITH EQUIPMENT UTILIZING DIAMOND BLADES, STREETS, THE BACKFILL WITHIN TWO AND ONE-HALF (2-1/2) FEET OF FINISHED INSTALLED NEW TO FINISH GRADE AT THE LOCATIONS SHOWN ON THE PLANS, IN _j a' SHALL BE THERMOPLASTIC AND SHALL CONFORM TO SECTION 84-2, "THERMOPLASTIC PERMANENT GRADE SHALL BE COMPACTED TO NINETY PERCENT (90%) RELATIVE ACCORDANCE WITH THESE SPECIAL PROVISIONS, AND CITY STANDARD S-29. - W Ji TRAFFIC STRIPES AND PAVEMENT MARKINGS," OF THE STANDARD SPECIFICATIONS. B. REMOVAL AND REPLACEMENT, OR COMPACTION. THE SURFACE OF THE CONCRETE SHALL BE PROTECTED FROM PUBLIC 1RF,FT=1C FOR A X - rA a "PAVEMENT C. PLACEMENT OF AN ASPHALT CONCRETE OVERLAY. SUBSEQUENT BACKFILL PLACED BY TAMPING AND/OR ROLLING SHALL BE FREE FROM MINIMUM OF THREE DAYS. ;W �' PAVEMENT MARKERS. PAVEMENT MARKERS SHALL CONFORM TO SECTION 85 STONES OR LUMPS EXCEEDING THREE (3) INCHES IN GREATEST DIMENSIONS, VEGETABLE � 3, MARKERS" OF THE STANDARD SPECIFICATIONS. 18. IF ABRASIVE GRINDING IS USED TO BRING THE FINISHED SURFACE TO SPECIFIED SURFACE TOLERANCES. MATTER, OR OTHER UNSATISFACTORY MATERIALS. AT THE OPTION OF THE CONTRACTOR, MINOR CONCRETE CONTAINING A MINIMUM OF � 0 ADDITIONAL GRINDING SHALL BE PERFORMED, AS NECESSARY, TO ENLARGE THE GRINDING AREA SO THAT THE SEVEN SACKS OF CEMENT PER CUBIC YARD MAY BE USED AND THE TIME REQUIRED FOR - �_' TRAFFIC DELINEATION. LONGITUDINAL LIMITS OF GRINDING ARE AT A CONSTANT OFFSET FROM, AND ARE PARALLEL TO, THE NEAREST LANE LINE OR PAVEMENT EDGE, AND THE TRANSVERSE OF GRINDING ARE NORMAL TO THE IN NO CASE SHALL JETTING BE ALLOWED FOR BACKFILL COMPACTION WITHIN THE STREET. PROTECTION OF THE CONCRETE SURFACE FROM PUBLIC TRAFFIC SHALL BE. REDUCED TO a' t F `) LIMITS WHEN APPROVED BY THE ENGINEER, JETTING MAY BE USED IN NON -STREET AREAS. A MINIMUM OF ONE DAY. 4) IMMEDIATELY AFTER ANY CONSTRUCTION OPERATIONS WHERE TRAFFIC DELINEATION IS PAVEMENT CENTERLINE. ALL GROUND AREAS SHALL BE NEAT RECTANGULAR AREAS OF UNIFORM SURFACE ,W I0 =I e OBLITERATED OR WHEN DIRECTED BY THE ENGINEER, THE CONTRACTOR SHALL REPLACE APPEARANCE. ABRASIVE GRINDING SHALL CONFORM TO THE REQUIREMENTS IN THE FIRST PARAGRAPH AND BACKFILL TESTING AND COMPACTION. TESTING OF BACKFILL MATERIALS AND COMPACTION THE MONUMENT WILL BE SET BY THE OTHERS. THE OWNER WILL PROVIDE SURVEYS.J I" lx: V ALL OBLITERATED PAVEMENT DELINEATION WITH TEMPORARY DELINEATION DURING THE THE LAST FOUR PARAGRAPHS OF SECTION 42-2.02, "CONSTRUCTION" OF THE STANDARD SPECIFI,,'ATIONS. SHALL BE IN ACCORDANCE WITH SECTION 19, "EARTHWORK" AND SECTION 6-3, CONTRACTOR SHALL GIVE THE OWNER 24 HOURS N0110E WHEN SURVEYS ARE REQUIRED. H' W SAME WORK PERIOD, AND IN NO CASE LATER THAN 7:30 A.M. FOLLOWING SUCH WORK A FOG SEAL COAT SHALL BE APPLIED TO ALL FINISHED ASPHALT SURFACES AT THE DEVELOPER'S EXPENSE. "TESTING", OF THE STANDARD SPECIFICATIONS, STATE OF CALIFORNIA, DEPARTMENT OF 't w i') PERIOD. THE FOG SEAL COAT SHALL BE EITHER REJUVENATING AGENT OR ASPHALTIC EMULSION AS DIREC"'ED BY THE PUBLIC WORKS, DIVISION OF HIGHWAYS. EACH LAYER OF BACKFILL MATERIAL SHALL ANY MONUMENT FRAME OR COVER DAMAGED BY THE CONTRACTOR OR HIS OPERATIONS iW Z, -6 TEMPORARY CITY ENGINEER. MEET THE COMPACTION, SAND EQUIVALENT, AND GRADATION REQUIREMENTS BEFORE THE SHALL BE REPLACED BY THE CONTRACTOR AT NO COST TO THE OWNER. F,y DELINEATION CONSISTS OF REFLECTIVE TRAFFIC LINE TAPE APPLIED IN PIECES NEXT LAYER IS PLACED. ; NOT LESS THAN 4 INCHES LONG NOR LESS THAN 4 INCHES WIDE, SPACED NO MORE THAN 19. ARTERIAL AND COLLECTOR STREET BASE MATERIAL SHALL BE CRUSHED AGGREGATE BASE (CAB) AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD (.,;1 20 FEET APART ON TANGENTS AND NO MORE THAN 10 FEET APART ON CURVES. APPLY CONFORMING TO SECTION 200-2.2 OF THE "GREENBOOK". BASE MATERIAL FOR LOCAL EACH LAYER OF BACKFILL SHALL BE THOROUGHLY COMPACTED TO THE RELATIVE PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN ACCEPTED STREET h- 2 REFLECTIVE TRAFFIC LINE TAPE IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. STREETS SHALL BE CAB OR FINE GRADATION CRUSHED MISCELLANEOUS BASE (CMB) COMPACTION OF NOT LESS THAN IS SHOWN ON CITY OF BAKERSFIELD STANDARD S-39 RIGHT-OF-WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, A DEPOSIT O Q H' TEMPORARY DELINATION MUST BE THE SAME COLOR AS THE PERMANENT DELINEATION. CONFORMING TO SECTION 200-2.4 OF THE "GREENBOOK ......... WHICH ALLOWS UP TO 50% OF TH!= AS MODIFIED ON THE CONTRACT PLANS, EXCEPT THAT COMPACTION WITHIN THE BASED ON APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE � WI VOLUME TO BE RECLAIMED ASPHALT CONCRETE PORTLAND CEMENT CONCRETE, LEAN CONCRETE EASE, ROADWAY STRUCTURAL SECTION SHALL BE NO LESS THAN NINETY PERCENT (90%) RIGHT-OF-WAY AND INSURANCE SHALL BE POSTED PRIOR TO ISSUANCE OF THE 9 IT: LLI REMOVE TEMPORARY DELINEATION APPLIED TO ASPHALT CONCRETE PATCHES IMMEDIATELY CEMENT TREATED BASE OR A COMBINATION OF THESE MATERIALS. OTHER RECYCLED BASES SHIA,_L TO BE ALLOWED.RELATIVE COMPACTION FOR THE TOR FINISHED 30", AND SHALL BE DETERMINED BY PERMIT. I._ ix: E PRIOR TO APPLYING ASPHALTIC EMULSION TACKCOAT FOR ASPHALT CONCRETE OVERLAY. AGGREGATE BASE SHALL BE COMPACTED TO A MINIMUM OF 95% OF MAXIMUM DRY DENSITY. a. oc �_' CALIFORNIA TEST METHODS 216 OR 231, OR ASTM (CURRENT EDITION) D1557 AND ONE c TRAFFICIPE AND PAVEMENT MARKINGS SHALL CONFORM TO SECTION 84, "TRAFFIC 2O. IMMEDIATELY PRIOR TO PLACING SUBSEQUENT LAYERS OF MATERIAL THERON, THE GRADING PLANE SHALL CONFORM OF THE FOLLOWING 02922 OR 01556. J CCI a STRIPES & PAVEMENT MARKINGS," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL THE FOLLOWING: IF THE RELATIVE CCMPACIION, AS DETERMINED BY TESTING, FAILS TO MEET THE Ica N c c PROVISIONS. WHEN ASPHALT CONCRETE OR ASPHALT CONCRETE BASE IS TO BE PLACE ON THE GRADING PLANE, SPECIFIED PERCENTAGE, THE TRENCH SHALL BE RE -EXCAVATED AND RE -COMPACTED. A. o TRAFFIC STRIPES AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC AND SHALL THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.04 FOOT ABOVE OR BELOW COMPACTION TESTS WILL BE THE SUBDIVIDERS RESPONSIBILITY. THE NUMBER AND11 Iii CONFORM TO SECTION 84-2, "THERMOPLASTIC TRAFFIC STRIPES AND PAVEMENT THE GRADE ESTABLISHED BY THE ENGINEER. LOCATIONS OF THE TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. R • ! MARKINGS".B. f WHEN THE SUBBASE OR BASE MATERIAL (OTHER THAN ASPHALT CONCRETE BASE) IS TC BE PLACE " 2 PAVEMENT MARKERS SHALL CONFORM TO SECTION 85 "PAVEMENT MARKERS," AND THESE ON THE GRADING PLANE, THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.04 4. ALL MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD - No 3 3 ; SPECIAL PROVISIONS: FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. STANDARD DRAWINGS S-7, S-8, AND S-21 AND SECTIONS 70-1.02H AND 71-1.07 OF THE _J - - --- -_ STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, � '-- - PAVEMENT MARKERS SHALL BE PLACED WITH RAPID SET EPDXY PER SECTION 95-2.04 OF CURRENT EDITION. kLL CLEANOUTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY L_ u� THE STANDARD SPECIFICATIONS. OF BAKERSFIELD STANDARD DRAWING S-20. A C,`Vl\_ I , ��� �°'OF C.ALWF` W MANHOLES SHALL BE TYPE "A" FOR PIPES UNDER 48" IN DIAMETER AND TYPE "B" FOR - I PIPES 48" IN DIAMETER OR LARGER. UNLESS NOTED OTHERWISE. THE BOTTOM MANHOLED `_� �7 � W BARREL AT THE MA>VHOLE FOUNDATION SHALL BE SET ON A 2" MORTAR BED OR SET ON 0 J 0 KENT -SEAL, IN A GROOVED FOUNDATION. w l :C0RD MAMMA w C<, `l / // //�� C , 1 _ � ?�S !/� /L.' L. - O CURVE TABLE CURVE # RADIUS LENGTH TANGENT DELTA C1 35.00 13.70 6.94 22.43 C2 84.00 197.70 202.06 134.85 C3 35.00 54.98 35.00 90.00 R/W I I COMBINATION SIDEWALK PROPOSED CURB & GUTTER 2.0% 0.20' A.C. PAVING -I 0.45' AGG. BASE 1.0' COMPACTED O.G. T( 95% RELATIVE DENSITY A LOCAL STREET SECTION 3 SCALE: 11_=10' HORIZONTAL *5' VERTICAL 11 = 4.5 R=44 R/W I I 2.0% TT~- I I I COMBINATION SIDEWALK PROPOSED CURB do GUTTER 1 w II Z JOfN %J I J�Q Www rir'i 3 I L3 ZQ21 �� ��� 0 0� Z� - QG9 W �-' Q�00 O �, N C� N M M M1 O W I C to 00 1 8 I �mw Z0 p QJ Nt+ N± m±Lu� + 1 + cna zw - 3 _j �� w w I Z � d W CJ U = Q� m ¢ �? a d UaJJ d W W En ZJ WIn Ocn �N -c in L'' L� J W U ^ IU J C] 1 cn En N I \ O :2U + 1 Z + Q O - m O O � O �2 Q M W + \ate 0 . O `n N ±t m �I oa d 13.51 - �N ++N R ci - d1 F1 � i/ - --- C1 a \\ 18 DRAWN 11+00 12+00 0 1�� �µP s s S8 EWIER C2 C3 LEGEND: N to ABBREVIATIONS m FL FLOWUNE POVC POINT ON VERTICAL CURVE CL CENTERUNE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE PIVC POINT OF INTERSECTION TC TOP OF CURB w 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 O FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. I �g22�N EXISTING SURVEY MONUMENT -4- J jl + FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. +- FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. -<:�- FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. STD. ST -14. D) FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. STD. ST -14. 1 w II Z JOfN %J I J�Q Www rir'i 3 I L3 ZQ21 �� ��� 0 0� Z� - QG9 W �-' Q�00 O �, N C� N M M M1 O W I C to 00 1 8 I �mw Z0 p QJ Nt+ N± m±Lu� + 1 + cna zw - 3 _j �� w w I Z � d W CJ U = Q� m ¢ �? a d UaJJ d W W En ZJ WIn Ocn �N -c in L'' L� J W U ^ IU J C] 1 cn En N I \ O :2U + 1 Z + Q O - m O O � O �2 Q M W + \ate 0 . O `n N ±t m �I oa d 13.51 - �N ++N R ci - d1 F1 � i/ - --- C1 a \\ 18 DRAWN 11+00 12+00 0 1�� �µP s s S8 EWIER C2 C3 LL N to ' m Z rn J + + z�o 10 Z>a -m�m -Qm 0 U cj aQ 0�Q 01 630R4 ;n N _- " m 11 NIL 0 N r7 J OI I N �> r . MOI a NI I O ONM>OI w �I N OJ II w+ 'm N Q IJ to + Jco LL:I .^- dl N' 24 _ Q I dU- ZL 25 1 C1 \ I �g22�N W L��I J cn -4- J jl Ln Q N ccnn i Ld I ,u''n u') _ + vii n . + + �CD H Q W dal > L^d I I b a a Z o I a CL N N c4c~n I I 41 /-� 7 N1 PERPETUA WY. •�I .N Q 29 SEE SHEET 6 YtC)t0 W��30 -Q HI Qo r 1--t C 31 c Ico _ 358 354 350 346 342 338 334 358 354 350 346 342 338 334 w LL N to I m Z rn J + + z�o 10 Z>a -m�m -Qm 0 U cj aQ 0�Q 01 - - - - - - - - - 0- N _- S=-0.57: I 10+00 2 3Q 3 + .s + I I �_j _ 1 3 I 306 I 15+ I 14 1 13 I � i cn JI a J) LL I LL 1 C1 m1 11 I i �I �1 T -!L I I <J I 3 I I Q J Li ( dp'1 �IN t+o I �I - -- -`�I- 0 M O 13+00 _ 14+00 89 0 X48 E 790.001 5+00 "' 16+00 -�- - _-�---"_ - � s -I I s - I-- _ s - I ----F- 63( }- -- 63(+R3 8 SEWER 'b- b N M ` 27,��OI - - cj 11 _j cj II _ I USO � _ m 1 Z J 0 I z�o 10 Z>a -m�m -Qm fZ LO CnJ 01 I,SZ,1U m� / Z O I OO N^ OI L+ + O CONSTRUCT 5' COMBINATION SIDEWALK PER C.O.B. STD a NI + a N N I + w �I J t0 N 'm N Q IJ to + Jco LL:I - dl N' 24 >_ dI CO 25 I N' 26 "R4-7" - KEEP RIGHT "R81(CA)" -4- J jl Ln Q N ccnn - BIKE LANE to J n .l I "W31(CA)" - END d t cQ i ca -.1 -1 I I of II -i I cj 11 _j cj II _ I USO � 2 Z J 0 I z�o 10 Z>a -m�m -Qm fZ LO CnJ 01 I,SZ,1U m� / Z Or` N + I OO N^ 04 1 11 N^ L+ J � O CONSTRUCT 5' COMBINATION SIDEWALK PER C.O.B. STD II + a tri1 w tiJ J t0 N 'm N Q IJ to + Jco LL:I + W3 W C1 CO o NC7yenti 00 t0 d+'1 "R4-7" - KEEP RIGHT "R81(CA)" -4- J jl Ln + I N ccnn - BIKE LANE to J n .l I "W31(CA)" - END d t SEE SEWER AND STORM DRAIN PLANS SEWER MANHOLE LO + �� -.1 -1 + h "R2-1" - SPEED LIMIT 20 O II O II Lu > USO -� USO � 2 Z J II -- - z�o 10 Z>a -m�m -Qm R CnJ 01 I,SZ,1U m� / Z L.1 t - n J Lj� Wim/ + I`1 J � O CONSTRUCT 5' COMBINATION SIDEWALK PER C.O.B. STD u: + a tri1 w 17+00 v s-_�{in s--� C3 - -- J `� -- �T -� -- � ``1 � 2 � II -- - J0L Jr' R "R1-1" -STOP 01 i 1 91 W m O II I`1 a: O CONSTRUCT 5' COMBINATION SIDEWALK PER C.O.B. STD u: + a tri1 w tiJ J OI EXISTING GROUND Q a CJ OI O asp of I- � m + NC7yenti 00 t0 d+'1 "R4-7" - KEEP RIGHT "R81(CA)" -4- J jl L� J STANDARD SPECIFICATION PTH02-ALKYD. N - BIKE LANE J �+I J n .l J "W31(CA)" - END "S4-3" - SCHOOL t SEE SEWER AND STORM DRAIN PLANS SEWER MANHOLE LO + �� -.1 -1 + h "R2-1" - SPEED LIMIT 20 - )NI /-� 7 N1 Q •�I .N Q 29 H� YtC)t0 W��30 -Q HI Qo EXISTING GROUND C 31 c 128 _ UQ I < I �N�,lI - 7- ------------------------------------------- ---- - - - S=0.459° >� PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) O INSTALL END -OF -STREET STANDARD TYPE III BARRICADE PER CALTRANS A73C + co >tE2 I >^ co r I OQ I OQ I oQ L) I z�� cn cn nQ c I LIQ- 1 vr"- m t/: C4 cn I <=V cnI I I EVANSBURG AVENUE (STA. 10+00.00 TO 17+90.00) SCALE: 1" = 50' HORIZONTAL x'�/ R/W �\ 630I 2 1 + LLI Iao> � � I 1 J t Ct ui ± I N4 Ld IM a D BIDWELL DR. SEE SHEET 5 N O M tai > O II W Z LIL: > W Z�_j En LnW fn L. .•G ±ain W 11+00 12+00 13+00 14+00 (STA. 1 C+00.00 TO 18+14.31) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 10' VERTICAL PROPOSED NORTH FLOWUNE 15+00 16+00 17+00 18+00 ,I ,n N 6Li d � i FURNISH &INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: ,2 T0.M TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION 01 CONSTRUCT TYPE "B" CURB &GUTTER PER C.O.B. STD. ST -1. QM "R1-1" -STOP > i u7Y� Q W m O II ~�M m+ O CONSTRUCT 5' COMBINATION SIDEWALK PER C.O.B. STD + + m+ J w tiJ J ±wo EXISTING GROUND Q a CJ e v< J asp s, I- � m SEE SEWER AND STORM DRAIN PLANS, CATCH BASIN NC7yenti 3. OLD RIVER ROAD -PAVEMENT TO BE 0.45' TYPE A.C. OVER "R4-7" - KEEP RIGHT "R81(CA)" Z JJ En LO W L� O STANDARD SPECIFICATION PTH02-ALKYD. 5=0.21% - BIKE LANE S=O 20% S=0.469e Y Lu to M "W31(CA)" - END N O M tai > O II W Z LIL: > W Z�_j En LnW fn L. .•G ±ain W 11+00 12+00 13+00 14+00 (STA. 1 C+00.00 TO 18+14.31) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 10' VERTICAL PROPOSED NORTH FLOWUNE 15+00 16+00 17+00 18+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 (STA. 10+00.02 TO 17+89.98) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 10' VERTICAL 358 354 350 346 342 338 334 358 354 350 346 342 338 334 m R1-1 ,I ,n N 6Li d � i FURNISH &INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: ,2 T0.M TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION 01 CONSTRUCT TYPE "B" CURB &GUTTER PER C.O.B. STD. ST -1. N M "R1-1" -STOP > i > > II W W w O CONSTRUCT 5' COMBINATION SIDEWALK PER C.O.B. STD 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "8" A.C. OVER 0.45' AGGREGATE J uj "W1-1" - CURVE ARROW J Q WMW tiJ J "R26(CA)" - NO PARKING "W3-3" -SIGNAL AHEAD I i i J J Z L.L_ > W -I Li SEE SEWER AND STORM DRAIN PLANS, CATCH BASIN J 3. OLD RIVER ROAD -PAVEMENT TO BE 0.45' TYPE A.C. OVER "R4-7" - KEEP RIGHT "R81(CA)" Z JJ En LO W L� O STANDARD SPECIFICATION PTH02-ALKYD. BASE OVER ��OM C 0 BE COMPACTED TO 9596 R T1VE DENSITY PER C.O.B. STD. ST -9. t.25 - BIKE LANE - WHEN CHILDREN ARE PRESENT Q ^ W m to Y Lu to M "W31(CA)" - END "S4-3" - SCHOOL cc SEE SEWER AND STORM DRAIN PLANS SEWER MANHOLE LO + N UOJtn m + + h "R2-1" - SPEED LIMIT 20 INSTALL A) SIGN WITH OMS -3 MARKER AT PHASE BOUNDARY UNLESS NOTED OTHERWISE. - NO OUTLET ® SEE SEWER AND STORM DRAIN PLANS, SEWER CLEANOUT © F ADJACENT PHASE IS NOT CONSTRUCTED SIMULTANEOUSLY OF TRACTT IF J11 v z a EXISTING GROUND UQ QN < m� w m 7- ------------------------------------------- ---- - - - S=0.459° S=0.51% PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) O INSTALL END -OF -STREET STANDARD TYPE III BARRICADE PER CALTRANS A73C S=-2.839; s=o.4s� - FURNISH &INSTALL IRRIGATION CONDUIT co M WITH W-31 (CA) SIGN WITH OM4-3 MARKER. BARRICADE IS TO GO Ic FURNISH &INSTALL INTERCONNECT CONDUIT L) � FROM FLOWLINE TO FLOWUNE. SEE DETAIL ON SHT. 7 PROPOSED SOUTH FLOWUNE FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT ■ ■ ■ ■ ■ ■ ® CONSTRUCT 6' COMBINATION SIDEWALK PER C.O.B. STD. ST -3, m ^ TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE rry M M� LOCAL DEPRESSION AT > ; w Ls M M CATCH BASIN �I ::GALE: 1 =50 � `J` w > f W W ITEM OF WORK - SEE SCHEDULE J� Lu NOTE. ; )3 t„ a t ( _ 25 0 50 100 I 4 4 Q w - ' SHEET SECTION IS LOCATED ALL STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC e � - i° /% 50 12'`.' t tf;t PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD T�s.�� .�a UNLESS OTHERWISE NOTED ==1Fis�j: 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 (STA. 10+00.02 TO 17+89.98) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 10' VERTICAL 358 354 350 346 342 338 334 358 354 350 346 342 338 334 m R1-1 ,I CONSTRUCTION NOTES: NOTES: i FURNISH &INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: ,2 T0.M TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION 01 CONSTRUCT TYPE "B" CURB &GUTTER PER C.O.B. STD. ST -1. 1. SEE SEWER AND STORM DRAIN PLANS FOR SEWER AND GRAIN PLANS AND DETAILS. "R1-1" -STOP "WI -7" -DOUBLE ARROW i "R6-1" - ONE WAY "Wt -6" - SINGLE ARROW - - STORM DRAIN UNE O CONSTRUCT 5' COMBINATION SIDEWALK PER C.O.B. STD 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "8" A.C. OVER 0.45' AGGREGATE "R5-1" - DO NOT ENTER "W1-1" - CURVE ARROW ® SEE SEWER AND STORM DRAIN PLANS, STORM DRAIN MANHOLE CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL ENSI PER C.O.B. STD. ST -9. 1 "R26(CA)" - NO PARKING "W3-3" -SIGNAL AHEAD I i i O UNIT STANDARD PLAN R.S.P. A88A-CASE A. "B" 'AGGREGATE "R3 -5R" - RIGHT TURN ONLY "W3-1" - STOP AHEAD SEE SEWER AND STORM DRAIN PLANS, CATCH BASIN ® PAINT 12" LIMIT UNE USING THERMOPLASTIC PAINT PER CALTRANS 3. OLD RIVER ROAD -PAVEMENT TO BE 0.45' TYPE A.C. OVER "R4-7" - KEEP RIGHT "R81(CA)" "S5-2" - END SCHOOL ZONE "S4-2" ; SANITARY `EWER UNE STANDARD SPECIFICATION PTH02-ALKYD. BASE OVER ��OM C 0 BE COMPACTED TO 9596 R T1VE DENSITY PER C.O.B. STD. ST -9. t.25 - BIKE LANE - WHEN CHILDREN ARE PRESENT 5 CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. COMPACT SUBGRADE "W31(CA)" - END "S4-3" - SCHOOL ® SEE SEWER AND STORM DRAIN PLANS SEWER MANHOLE TO 95% OF MAX. TO 12" BEYOND GUTTER UP TO A DEPTH OF 12". 4. ALL CATCH BASINS TO BE TYPE "A' WITH 3.5' OPENINGS PER C.O.B. STD. 0-14, "W14 -i" - DEAD END "W14-2" "R2-1" - SPEED LIMIT 20 INSTALL A) SIGN WITH OMS -3 MARKER AT PHASE BOUNDARY UNLESS NOTED OTHERWISE. - NO OUTLET ® SEE SEWER AND STORM DRAIN PLANS, SEWER CLEANOUT © F ADJACENT PHASE IS NOT CONSTRUCTED SIMULTANEOUSLY OF TRACTT IF J11 REMOVE AND SALVAGE SIGN WITH CONSRUCTION OF ADJACENT PHASE Ul Ts FURNISH & INSTAL_ TRAFFIC SIGNAL CONDUIT CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS 7- PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) O INSTALL END -OF -STREET STANDARD TYPE III BARRICADE PER CALTRANS A73C IR FURNISH &INSTALL IRRIGATION CONDUIT WITH W-31 (CA) SIGN WITH OM4-3 MARKER. BARRICADE IS TO GO Ic FURNISH &INSTALL INTERCONNECT CONDUIT PHASE BOUNDARY FROM FLOWLINE TO FLOWUNE. SEE DETAIL ON SHT. 7 Tgs Tg5 FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT ■ ■ ■ ■ ■ ■ TRACT BOUNDARY ® CONSTRUCT 6' COMBINATION SIDEWALK PER C.O.B. STD. ST -3, t 1 TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE - -- - PROPOSED EDGE OF PAVEMENT CURVE NUMBER FOR CURVE DESCRIPTION ALONG CURB Ls SECTION DESIGNATION:_ �I ::GALE: 1 =50 OTAPER NUMBER FOR TAPER DESCRIPTION ALONG CURB SECTION LETTER f A ITEM OF WORK - SEE SCHEDULE NOTE. ; )3 t„ a t ( _ 25 0 50 100 I - - - - -' SECTION LINE E. r.:? -18 � ' SHEET SECTION IS LOCATED ALL STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC e � - i° /% 50 12'`.' t tf;t PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD T�s.�� .�a UNLESS OTHERWISE NOTED ==1Fis�j: 0 1'-t 9`17 ;:CORD DRA1�u!14 L-_ ,I I m •% i i cf) I i i Z I i (n W 5` J11 Ul 7- I J1 � Ls f L., ' PERPETUA WY. SEE SHEET 6 r-) I I A c-� r VST. SEE SH ALONDRA DRIVE SEE SHEET 6 i c M M J 358 J. --- `-- - 354 ■Z _ W { ml.- Lj 350 _----- �- -- 346--- - - - - - _- - S=-O.26X---- --- 5=0.312' M m LEGEND: o d WIN--=�= w -_---_--�- - ----� -_-- ui CL CENTERLINE BVC BEGIN VERTICAL CURVE M M J � M L? a 04 1 ENO CURB RETURN PRC POINT OF REVERSE CURVATURE Lu et ul N _ W W N Maj J STORM DRAIN MANHOLE FC J W al M INVERT RCP Jui V- M W G.. .. ..... _ _ - - - � - -- Lo Ln ., - �- N 1!Y M I ' I MM I M M >; >; 338 >, I z o� ��._ a`o z�;j- -- -. WIWIW IW W oNo�- ver Z 11 ujw .. _- .. _.-. • • • _ - ■ Q� W ------ - 4 ^ OT VT 7 7 334 ■ W � � - - .� - °° � W - r- --- --- � � � � 4 ": ! (STA. 11+73.74 TO 21+14-.65) SCALE: 1" = 50' HORIZONTAL LEGEND: +4 d WIN--=�= � -_---_--�- - ----� -_-- POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV M J � I 1 L? a '- 1 ENO CURB RETURN PRC POINT OF REVERSE CURVATURE i.50% et S=0.70 N _ TOP OF CURB d M N - - - � - -- Lo Ln ., - �- N 1!Y M I ' I MM I M M >; >; 338 >, I z o� ��._ a`o z�;j- -- -. WIWIW IW W oNo�- ver Z 11 ujw .. _- .. _.-. • • • _ - ■ Q� W ------ - 4 ^ OT VT 7 7 334 ■ W � � - - .� - °° � W - r- --- --- � � � � 4 ": ! (STA. 11+73.74 TO 21+14-.65) SCALE: 1" = 50' HORIZONTAL cri to lu- tf? !4► dl N W td N ir'i 1 vw - - - -- ---- 9+00 A 10+00 11+00 �`�Z In 12+00 13+00 14+00 LEGEND: +4 SIGNS PER C.O.B. STD. T-19: WIN--=�= -STING "-�- -_---_--�- - ----� -_-- POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV M J � I 1 1 L -- � ,.,r --- i POINT OF INTERSECTION 1 ENO CURB RETURN PRC POINT OF REVERSE CURVATURE BC et POINT OF COMPOUND CURVATURE N cri to lu- tf? !4► dl N W td N ir'i 1 vw - - - -- ---- 9+00 A 10+00 11+00 �`�Z In 12+00 13+00 14+00 n 13+00 uj W II'* N mIM W � 15+00 16+00 (STA. 11 +73.74 TO 21 +06.06) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 10' VERTICAL. 14+00 15+00 16+0 (STA. 11+73.67 TO 21 +05.99) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 10' VERTICAL.. R1-1 LEGEND: JL FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: ABBREVIATIONS "W1-7" - DOUBLE ARROW FL FLOWLINE POVC POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC M 0� BCR M Of POINT OF INTERSECTION ECR ENO CURB RETURN PRC POINT OF REVERSE CURVATURE BC et POINT OF COMPOUND CURVATURE N � M TOP OF CURB d M N TOP OF PAVEMENT SDMH STORM DRAIN MANHOLE FC ■ al M INVERT RCP REINFORCED CONCRETE PIPE V- M W W ui M Z EXISTING SURVEY MONUMENT ■ LLJ + FURNISH & INSTALL METRO STREET Lo W FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. W Ld 0 l.- UY' U N W _I__-�---- �- m i r o 358 -- -- W U I . , O-- OLO I --- .- N + IJJ O L2 i 354 -- I -- - 'R coo W LSI Ln c - --- - -- - - i .--. ■ + C,� ---- - ---�_ . N I 1a-- y + I - -- 350 tw ■UI �Z ; o -Ls _ N _ ® N L)<Id W 346 - - - - - - - - - > 1i _ ~ 342 - _' 'Z� - _ --i -c; N __ �► u l�� _ - Q ti _ F ' I 338 ■ W -� . J J W t." o V H �M .� I I W W W I C! - - - --- 334 --- - --- W S O ` W.� - --- . - Q y� ¢ J - III - - f---- - - fi- 9+00 Q 10+00 11+00 12+00 n 13+00 uj W II'* N mIM W � 15+00 16+00 (STA. 11 +73.74 TO 21 +06.06) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 10' VERTICAL. 14+00 15+00 16+0 (STA. 11+73.67 TO 21 +05.99) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 10' VERTICAL.. R1-1 LEGEND: JL FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: ABBREVIATIONS "W1-7" - DOUBLE ARROW FL FLOWLINE POVC POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR ENO CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE PIVC POINT 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 MONUMENT PER C.O.B. STD. ST -13. Z EXISTING 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. -<.-,- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. -E FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST -14. n 13+00 uj W II'* N mIM W � 15+00 16+00 (STA. 11 +73.74 TO 21 +06.06) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 10' VERTICAL. 14+00 15+00 16+0 (STA. 11+73.67 TO 21 +05.99) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 10' VERTICAL.. R1-1 TOP OF MMIHOLE/TOP OF CLEANOUT ELEVATION JL FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: "R1-1" - STOP "W1-7" - DOUBLE ARROW "R6-1" - ONE WAY "WI -6" - SINGLE ARROW "R5-1" - DO NOT ENTER 'W1-1" - CURVE ARROW "R26(CA)" - NO PARKING "W3-3" - SIGNAL AHEAD 'R3 -5R" - RIGHT TURN ONLY "W3-1" - STOP AHEAD "R4-7" - KEEP RIGHT "S5-2" - END SCHOOL ZONE "R81(CA)" - BIKE LANE "S4-2" - WHEN CHILDREN ARE PRESENT "W31(CA)" - END "S4-3' - SCHOOL "W14-1" - DEAD END "R2-1' - SPEED LIMIT 20 "W14-2" - NO OUTLET - PROPOSED EDGE OF PAVEMENT Ts FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT -IR FURNISH & INSTALL IRRIGATION CONDUIT 1c FURNISH & INSTALL INTERCONNECT CONDUIT !R3 Tg5 TB FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT TR3=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 CURB O ITEM OF WORK - SEE SCHEDULE BIDWELL DR. SEE SHEET 5 17+00 18+00 19+00 20+00 21+00 EXISTING GROOM 0 17+00 18+00 T('2 TOP OF MMIHOLE/TOP OF CLEANOUT ELEVATION - - (i -STORM DRAIN LINE 0 SEE SEWER AND STORM DRAIN PLANS, STORM DRAIN MANHOLE Cl SEE SEWER AND STORM DRAIN PLANS, CATCH BASIN S SANITARY SEWER LINE ® SEE SEWER AND STORM DRAIN PLANS, SEWER MANHOLE 0 SEE SEWER AND STORM DRAIN PLANS, SEWER CLEANOUT - -�� CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS C3 PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) W W W PHASE BOUNDARY �■■�■■��■■� TRACT BOUNDARY - - PROPOSED EDGE OF PAVEMENT C5 SECTION DESIGNATION: - �-i - - - SECTION LETTER 41KOC _ 1 336 19+00 20+00 21+00 SECTION JNE 1 SHEET SECTION IS LOCATED 358 354 - 350 - 346 342 338 -- 334 CONSTRUCTION NOTES: O CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. O 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 LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH02-ALKYD. OCONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. COMPACT SLiBGRADE TO 95% OF MAX. TO 12" BEYOND GUTTER UP TO A DEPTH OF 12". ©INSTALL W-31(CA) SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED SIMULTANEOUSLY REMOVE AND SALVAGE SIGN WITH CONSRUCTION OF ADJACENT PHASE O INSTALL END -OF -STREET STANDARD TYPE III BARRICADE PER CALTRANS /,73C WITH W-31 (CA) SIGN WITH OM4-3 MARKER. BARRICADE IS TO GO FROM FLOWLINE TO FLOWLINE. SEE DETAIL ON SHT. 7 ® CONSTRUCT 6' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. NOTE: ALL STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD UNLESS OTHERWISE NOTED 1 I 1 I I I I I LN aE V 15IO N APPF,0VEn 1 Y: CURVE TAE,: -E 358 RADIUS LENGTH TANGENT 354 Cl 20.00 31.42 350 --'-4wGI� 346 500.00 3-73 - -�� 342 C3 5W. Co W W W ' .9 6 CA 5u. Co 3.28 338 C5 48b,CG - �-i - - - 334 41KOC _ 1 336 19+00 20+00 21+00 - CONSTRUCTION NOTES: O CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. O 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 LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH02-ALKYD. OCONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. COMPACT SLiBGRADE TO 95% OF MAX. TO 12" BEYOND GUTTER UP TO A DEPTH OF 12". ©INSTALL W-31(CA) SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED SIMULTANEOUSLY REMOVE AND SALVAGE SIGN WITH CONSRUCTION OF ADJACENT PHASE O INSTALL END -OF -STREET STANDARD TYPE III BARRICADE PER CALTRANS /,73C WITH W-31 (CA) SIGN WITH OM4-3 MARKER. BARRICADE IS TO GO FROM FLOWLINE TO FLOWLINE. SEE DETAIL ON SHT. 7 ® CONSTRUCT 6' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. NOTE: ALL STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD UNLESS OTHERWISE NOTED 1 I 1 I I I I I LN aE V 15IO N APPF,0VEn 1 Y: CURVE TAE,: -E CURVE # RADIUS LENGTH TANGENT DELTA Cl 20.00 31.42 2C.00 90.00 C2. 500.00 3-73 .$6 OrJ2s'38 X2 54 002s3e 062538 00*1 Sy' C3 5W. Co 3.111 ' .9 6 CA 5u. Co 3.28 1.,14 1•-71 C5 48b,CG 3.5% C6 41KOC _ 1 336 a .$e ZElLsIoN � ,� 1 D4TE DANIEL PADUA eCE VIM( PPP 9130118, NOTES: 1. SEE SEWER AND STORM DRAIN PLANS FOR SEWER AND DRAIN PLANS AND DETAILS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 0.45' AGGREGATE BASE OVER 1.0' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. qRELVE A 3. OLD RIVER ROAD - PAVEMENT TO BE 0.45' TYPE "B" A.C. OVEGREGATE BASE OVER I' OMPAC TO BE COMPACTED TO 95% DENSITY PER C.O.B. STD, -9. L•2S' ` �j 4. ALL CATCH BASINS TO BE TYPE A' MATH 3.5' OPENINGS PER C.O.B. STD. 0-14, UNLESS NOTED OTHERWISE. /I Q i 0 � a .� 4f r.� V) u; a 0 U z 0: '-' r L) a� �f a 0 0 ! o �z- , J - ,Q�r - GJ r^ LLJU �" Z W V: U 0 l.- UY' U N C'4 W m i r o -- W U Q .J co ul a as w ., Z �• �; 0 An �./ ;,L 14, 5 CO) C; C; Z - ra: 7C O 0 �AL a: W i ct � a .� 4f r.� V) a 0 0 :J 0 t I 'C �i 'R C/) `L �- o > 1i ti t." C! W.� .J co ul a as w ., Z �• �; 0 An �./ ;,L 14, 5 CO) C; C; Z - ra: 7C O 0 �AL a: W J 0 SCALE: 1 "=50' 25 0 50 100 m 5012.5 �- W I RECORD DRAWI wc� LL 0 i ct � a .� cl) a r.� V) a 0 0 0 J 0 SCALE: 1 "=50' 25 0 50 100 m 5012.5 �- W I RECORD DRAWI wc� LL 0 358 354 350 346 342 338 334 358 354 350 346 342 338 334 I 0 S 89106' E 206.54' 11 00 I 1 I � Cl 0 2 R/W F-:�I- ,,, 3 I a aM I % o 0 "2 J J 1 t.i L2 00 1 I L co I 'o' d I C3�- -- I I w cn cn 1 OLD RIVER RD. F 1-1 A S r II a BIDWELL DR. CD mI` O m N SEE RIGHT '4 4J N S= } W �1 zap o) v ° + POINT OF REVERSE CURVATURE �o rn -i N iA a`` mao GU LI o U m __.++ TOP OF CURB Z I � TOP OF PAVEMENT �J _W3 w p Z Z^ M M Np O J J J W W W C� m I v ER Q j Qm j m+J J o O J- v �� 4 Q a W W 4EX.'S:TEM d j cj 4 I UC�/Q)�'� ON� PIPE �^ �) !W �' N O LUMEN PER C.O.B. STD. ST -14. I 7 + ^r 6 I V /my T. uj Z I Q ra -/ L \� _0 I 3 W N �R > W Ldi -- I 0 S 89106' E 206.54' 11 00 I 1 I � Cl 0 2 R/W F-:�I- ,,, 3 I a aM I % o 0 "2 J J 1 t.i L2 00 1 I L co I 'o' d I C3�- -- I I w cn cn FOGARTY WAY (STA. 10+00.00 TO 12+06.54) SCALE: 1" = 50' HORIZONTAL 1 OLD RIVER RD. V, W o < EXISTING GROUND SEE SHEET 7 w II a Iz CD mI` O m N U Q w I LLJ '4 4J N S= } W �1 zap o) v ° + POINT OF REVERSE CURVATURE �o 'I 1 + to __.++ TOP OF CURB U U O TOP OF PAVEMENT v��I O N w co Ln J J J W W W c� co to to l Ato W �� 4 j J ? ?i 4EX.'S:TEM d (n cn 4 U Q O 2 (Ln' 4 PIPE 4 TO E REMOVED E C5 LUMEN PER C.O.B. STD. ST -14. CAVI 2 � d 10+00 M M 3 0 \� \ > 63001 m > W Ldi p FOGARTY WAY (STA. 10+00.00 TO 12+06.54) SCALE: 1" = 50' HORIZONTAL J J V, W o < EXISTING GROUND + w D_Q _Q QC4 UQ U� mI` U m N 0 cool PROPOSED 4J N S= 0 00 00 POINT OF INTERSECTION o) v ° + POINT OF REVERSE CURVATURE 04 04_j tmc NORTH to __.++ TOP OF CURB FLOWLINE QN II O TOP OF PAVEMENT v��I rn Q M> > > w EX. 16" J J J W W W w to to l W W to = ZMwJ 4 4 4 j J ? ?i WATER d FOGARTY WAY (STA. 10+00.00 TO 12+06.54) SCALE: 1" = 50' HORIZONTAL 10+00 11+00 (STA. 10+00.00 TO 11+95.00) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 10' VERTICAL Q V, W o < EXISTING GROUND + w D_Q _Q QC4 UQ U� mI` U m N W N PROPOSED 4J N S= 0 S= 0.51% -0.51 S=0.48% 5=0.87i� POINT OF INTERSECTION o) v ° `�' PROPOSEDIq rn POINT OF REVERSE CURVATURE BC tmc NORTH PIVC POINT OF INTERSECTION TC TOP OF CURB FLOWLINE QN II OF VERTICAL CURVE TP TOP OF PAVEMENT > rn Q M> > > w INV J J J W W W m O J II J W W Z L': W W W to = ZMwJ 4 4 4 j J ? ?i Lu d 4 4 U Q O 2 (Ln' 4 4 4 O U Q d E FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. STD. ST -14. CAVI 2 � d 10+00 M M 11+00 > t) > (STA. 10+00.00 TO 11+80.00) m > W SCALE: 1" = 50' HORIZONTAL p Y Q SCALE: 1" = 10' VERTICAL > 10+00 11+00 (STA. 10+00.00 TO 11+95.00) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 10' VERTICAL Q r � avo w v~) EXISTING GROUND m N w FL _ S=0.51% -- --- --- S=0.20% S=1.229a - O N WO PROPOSED ELEVATION EVC END VERTICAL CURVE 0 BEGIN CURB RETURN PI POINT OF INTERSECTION ECR SOUTH FLOWLINE POINT OF REVERSE CURVATURE BC M POINT OF COMPOUND CURVATURE PIVC POINT OF INTERSECTION TC TOP OF CURB 30.00 OF VERTICAL CURVE TP TOP OF PAVEMENT > > Ld > INV L, j REINFORCED CONCRETE PIPE G.B. W W ITEM OF WORK - SEE SCHEDULE FURNISH do INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. j J EXISTING SURVEY MONUMENT N d 4 4 FURNISH do INSTALL METRO STREET 4 4 4 LUMEN PER C.O.B. STD. ST -14. E FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. STD. ST -14. d d � 10+00 11+00 (STA. 10+00.00 TO 11+95.00) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 10' VERTICAL 12+00 12+00 CURVE TABLE LEGEND: RADIUS LENGTH ABBREVIATIONS DELTA FL FLOWUNE POVC POINT ON VERTICAL CURVE CL CENTERUNE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE PIVC POINT OF INTERSECTION TC TOP OF CURB 30.00 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 ITEM OF WORK - SEE SCHEDULE FURNISH do INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. j J EXISTING SURVEY MONUMENT N + FURNISH do INSTALL STREET SIGN PER C.O.B. STD. T-1. + FURNISH do INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. -<z>- FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. STD. ST -14. E FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. STD. ST -14. 12+00 12+00 CURVE TABLE CURVE # RADIUS LENGTH TANGENT DELTA Cl 20.00 31.42 20.00 90.00 C2 35.00 13.70 6.94 22.43 C3 84.00 197.70 202.06 134.85 C4 35.00 54.98 35.00 90.00 C5 30.00 47.53 30.40 90.77 C6 30.00 47.30 30.18 90.34 *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 BAKERSFIELD WATER RESOURCE DEPARTMENT FOR ENCASEMENT OF LINE. 358 354 350 346 342 338 334 358 354 350 346 342 338 334 ;Z1 LI -I 07 BISCAYANE DR. SEE SHEET 6 H I II A� L I I I I I I) II l i r'I ALONDRA DR. r'I SEE SHEET 4 EVANSBURG AVE. SEE SHEET 3 II I: 11 fl ► 1 �o R _ 1 2 - -- I U` L LL: -' J� 1 II J II II 7 _ i� a 1 of I II LL I L� I 1= L` ►_ r o R/* j Q d I b,i3 U �I c °'- co CD a �I 001 o co1$ �I -� Cl o m -I CJ '� m m + N! N O + + N rn l N ^ I N r•i I CO A Q JJ J QI J ...IJ 1 �� I JJ J J JJfDI ,J rn �I JJ'r J JJ a+o -�� taJ O+) J <-i L� 1 Z ci CJ - N I U L� ,� I cJ L: `� 1 CV Q I Q 1 CJ U L� I U ca �2 2 o cfl o I 2 .r rn I F- d rn ao to 1 - N 1 - � tri �, u� o� I � co a< I M t co � -M FSO } } r\O O r0 3 }^ } q' M� } 01 } af�rnN1 ON N �rn ('� }. �1 } W t � (� U Lei O Q rn Q Q) nj .� c1- O cj �' n rn 4m CV' } to r- I Co O T`�J Q fn I zc:�rn i cn I 3 raa I + N 3m I 3 M� I 3 3�� worn a �to Lor- 3+ 3`r F co cq J `-+ ++ W + + ++ I ^T � ++ + W + uj + W + m++ 3 ++ ++ W + < CN_N ern >� � �� K.J m� �m �� ++ >co ' >� r\n + COO aoCD >cn I�rn L N. mm I �'- W.-.- I _� I ��� � o� I >dd 1 oQ I �� ��� I oQ vld-� I�r<rQ- aQ I aQ O_t�O NN - _-� mN NN N -H� _- N t.7NN I 4JNtn CL In to 1 --- -L _ / J FOGARLEFT BIDWELL DRIVE ALL PHASES TO BE SEE LEFT CONSTRUCTED SIMULTANEOUSLY (STA. 12+85.16 TO 19+45.48) SCALE: 1" = 50' HORIZONTAL 12' CROSS GUTTER50 Ot;; � �o N 04 Lq VERT. CURVE M 0 O v pn N r ^ j > M 1.0 d V' M pn W J M j j j rn CD CD f0 J W j J M r r W W W �>'' W J W W J J J J J N Ld J J w J J W LJ J W W N '�' J t[) tC J L_ W O 358 w - N - L.1 IN co a O W L� et W M + > + M Q M W O M Z M & O Y O Ow Irn )1') O d O OOi N 0 N n W N m+ Ico � r^ 354 ¢ o L6 W !� + W• W Q �, M 'n ._' co z W < a d ci Q N U + + W + cn m U � O cn U Q � .t � N Q Q O< Ln uj cn 350 a cm�l W EXISTING GROUND m c i a v Li v~i I. - o m rn ?►- =�� ?< a m cn o_ cn o L.� cn L`' (.0 mS=-0.51 -S -(�22% - - - - - - S- $30Y. ------- --------- - S=Z�.�1X S=-0.39% - - - - - - - - - - S�.9i� - �= �.SfX S=-0.51% 346 W I d MCo-t �_ cop d,� ^ t -z `,¢�° PROPOSED WEST FLOWLINE P co Lo 342M MMM MMM coO coO � If. M IM M + r. j j j j j j j Q J It. W _j J J J J J > > > uj Z� j L,Jj W W W W W W W W W 338 Z 444 444 O W N < ,.� 4 4 4 W mLoJ Z U 'w L: 334 (inn <`�< cn� U a 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 (STA. 12+85.16 TO 19+45.46) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 10' VERTICAL 358 354 350 346 342 338 334 R1-1 O i FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: "R1-1" - STOP "W1-7" - DOUBLE ARROW "R6-1" - ONE WAY "W1-6" - SINGLE ARROW "R5 -l" - DO NOT ENTER "W1-1" - CURVE ARROW "R26(CA)" - NO PARKING "W3-3" - SIGNAL AHEAD "R3 -5R" - RIGHT TURN ONLY "W3-1" - STOP AHEAD "R4-7" - KEEP RIGHT "S5-2" - END SCHOOL ZONE "R81(CA)" - BIKE LANE "S4-2" - WHEN CHILDREN ARE PRESENT "W31(CA)" - END "S4-3" - SCHOOL "W14-1" - DEAD END "R2-1" - SPEED LIMIT 20 "W14-2" - NO OUTLET ul Ts FURNISH do INSTALL TRAFFIC SIGNAL CONDUIT IR FURNISH do INSTALL IRRIGATION CONDUIT Ic FURNISH & INSTALL INTERCONNECT CONDUIT IE3 TR5 1g6 FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT LLI TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE O CURVE NUMBER FOR CURVE DESCRIPTION ALONG CURB �j TAPER NUMBER FOR TAPER DESCRIPTION ALONG CURB O ITEM OF WORK - SEE SCHEDULE 12+00 13+00 O - - o rn ® co IBJ 50.00 e4 to ® j ® W ttlM J (-C 3. OLD RIVER ROAD - PAVEMENT TO BE 0.45' TYPE "B" A.C. 0 AGGREGATE W f<• M �■■�■■■■� TRACT BOUNDARY - - - ul 7 04 a co Mrn L �� to coco LLI N co rn O O Q Lo Z - J Q j J c N Q 2 Cp to a a d 12+00 13+00 T.0•M 2 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION - - o co ® -• IBJ 50.00 e4 SANITARY SEWER LINE ® SEE SEWER AND STORM DRAIN PLANS, SEWER MANHOLE ® SEE SEWER AND STORM DRAIN PLANS, SEWER CLEANOUT ttlM CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' HANGS (-C 3. OLD RIVER ROAD - PAVEMENT TO BE 0.45' TYPE "B" A.C. 0 AGGREGATE M f<• VERT. CURVE �■■�■■■■� TRACT BOUNDARY - - - - PROPOSED EDGE OF PAVEMENT 7 SECTION DESIGNATION:- a co Mrn L �� to coco UNLESS NOTED OTHERWISE. SHEET SECTION IS LOCATED co rn O O Q 7) - W U z c j J c Cp to ? d re)d L+ -i n d d M M CD .4, > t) > m > W D p Y Q I > > J - V J W j ui W j ( 4 J W N J J d Lu J W W J -- - --_ _ W Z E� O ® O J O - -.jn - J J J > W J � Larn f f + I ii M ^ L :. - - - W L� y + o: 0°¢ + O O Nw n Q N O)aj ^ o j' a� + }I d + ^ ; t rn � + +cn z Qd 3 N + c+°co m m+ mm co J+ n cn afJ > O CD U Q EXISTING GROUND m Q a' Lam,, > rQ-- > Q w a- c i d c�I m m N a cn a W � 0 � N - ---S=0.47%--- =0.2 L` S=-0.51% o_ ----�690y,-------------------S=-9.31-%---- S=0.51% _ - - - 5 =�°� -- - - - -S=-0.41% - - M 00 I- L a u`l u5 w n PROPOSED EAST FLOWLINE LOCAL DEPRESSION ATo cc '6cc I cc cc m CATCH BASIN �4: '1- M M K) pn M Z1 W W W W W W W W W W W W �J Z J4 J 4 4 O d d P W a� m L': L _ + n U Q 0 a. F-0 LLJ c -OW Z A= 14+00 15+00 16+00 17+00 18+00 19+00 T.0•M 2 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION - - o STORM DRAIN UNE ® SEE SEWER AND STORM DRAIN PLANS, STORM DRAIN MANHOLE IBJ SEE SEWER AND STORM DRAIN PLANS, CATCH BASIN e4 SANITARY SEWER LINE ® SEE SEWER AND STORM DRAIN PLANS, SEWER MANHOLE ® SEE SEWER AND STORM DRAIN PLANS, SEWER CLEANOUT ttlM CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' HANGS (-C 3. OLD RIVER ROAD - PAVEMENT TO BE 0.45' TYPE "B" A.C. 0 AGGREGATE PER C.O.B. STD. ST -4. (UNLESS OTIIERWISE NOTED) f<• PHASE BOUNDARY �■■�■■■■� TRACT BOUNDARY - - - - PROPOSED EDGE OF PAVEMENT SECTION DESIGNATION:- a ECTKIN LETTER L �� -- -- - 1 SECTION LINE UNLESS NOTED OTHERWISE. SHEET SECTION IS LOCATED (STA. 12+97.31 TO 19+69.79) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 10' VERTICAL CONSTRUCTION NOTES: U CONSTRUCT TYPE "B" CURB do GUTTER PER C.O.B. STD. ST -1. O 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 THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH02-ALKYD. OCONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. COMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND GUTTER UP TO A DEPTH OF 12'. ©INSTALL W-31(CA) SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED SIMULTANEOUSLY REMOVE AND SALVAGE SIGN NTH CONSRUCTION OF ADJACENT PHASE O INSTALL END -OF -STREET STANDARD TYPE III BARRICADE PER CALTRANS 473C WITH W-31 (CA) SIGN WITH OM4-3 MARKER. BARRICADE IS TO GO FROM FLOWLINE TO FLOWLINE. SEE DETAIL ON SHT. 7 ® CONSTRUCT 6' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. N OTE: ALL STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD UNLESS OTHERWISE NOTED uQ o� Lo 3 E6 m > m W J J cy) M m m N V) 358 354 350 346 342 338 334 358 354 350 346 342 338 334 O N 0 CD z 111w w z cD Z UjJ CD z Y 0 Q J N 0 TE S: a ` �.yd� 1. SEE SEWER AND STORM DRAIN PLANS FOR SEWER AND DRAIN PLANS AND DETAILS. 1A IBJ O V) e4 0 f- BASE OVER 1.0' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY ` PER C.O.B. STD. ST -9. ©.7 L!� Ix ttlM Q (-C 3. OLD RIVER ROAD - PAVEMENT TO BE 0.45' TYPE "B" A.C. 0 AGGREGATE `» f<• Qz00 L7 r\ a; :1f: U Of �t < a L LL. I L Q v; Q UNLESS NOTED OTHERWISE. O ft- _ I - W U z c c _ LLI W n L+._ © U) > t) N <Y m W D p Y Q I x Y V N 0 TE S: a ` �.yd� 1. SEE SEWER AND STORM DRAIN PLANS FOR SEWER AND DRAIN PLANS AND DETAILS. 1A IBJ z 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 0.45' AGGREGATE 0 BASE OVER 1.0' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY ` PER C.O.B. STD. ST -9. ©.7 L!� Ix ttlM Z 3 cl (-C 3. OLD RIVER ROAD - PAVEMENT TO BE 0.45' TYPE "B" A.C. 0 AGGREGATE `» f<• C.y BASE OVER 44, COMPACTED E COMPACTED TO 95% RELA VE DENSITY PER C.O.B. STDTS =� ► f 2 S � � i+► a; :1f: Z Lu 0 �c < a 4. ALL CATCH BASINS TO BE TYPE A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14, AC v; U. W UNLESS NOTED OTHERWISE. ft- _ I z c Ln( > t) LL I ( 4 d 1 E� f f i5 - C Sa {� L N 0 TE S: a ` �.yd� 1. SEE SEWER AND STORM DRAIN PLANS FOR SEWER AND DRAIN PLANS AND DETAILS. 1A IBJ z 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 0.45' AGGREGATE 0 BASE OVER 1.0' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY ` PER C.O.B. STD. ST -9. ©.7 L!� Ix ttlM Z 3 cl (-C 3. OLD RIVER ROAD - PAVEMENT TO BE 0.45' TYPE "B" A.C. 0 AGGREGATE `» f<• C.y BASE OVER 44, COMPACTED E COMPACTED TO 95% RELA VE DENSITY PER C.O.B. STDTS =� ► f 2 S � � IL I- a; :1f: Z Lu 0 �c < a 4. ALL CATCH BASINS TO BE TYPE A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14, AC U. W N 0 TE S: a ` �.yd� 1. SEE SEWER AND STORM DRAIN PLANS FOR SEWER AND DRAIN PLANS AND DETAILS. IBJ lif .d 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 0.45' AGGREGATE 0 BASE OVER 1.0' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY ` PER C.O.B. STD. ST -9. ©.7 L!� Ix O • . Z 3 cl (-C 3. OLD RIVER ROAD - PAVEMENT TO BE 0.45' TYPE "B" A.C. 0 AGGREGATE `» f<• C.y BASE OVER 44, COMPACTED E COMPACTED TO 95% RELA VE DENSITY PER C.O.B. STDTS =� ► f 2 S � � ® .c O uj 4. ALL CATCH BASINS TO BE TYPE A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14, AC U. W UNLESS NOTED OTHERWISE. ft- _ D ,!f-1 f -t 7 0 0 J 0 Q U S /%ALE: 1"=50' _ _ 25 0 50 100 I E 12.5 'PRW EDQRD DRAW R• a ` � In vE► N o 0 0 0 J 0 Q U S /%ALE: 1"=50' _ _ 25 0 50 100 I E 12.5 'PRW EDQRD DRAW R• ALONDRA DR. SEE SHEET 4 I I Cl > I o -r LENGTH Ldi DELTA II � u I ID 3 358 C) J 04 o N li I U cLoL) o Y o END CURB RETURN PRC II++ W' f ! � JO I o m L_ o CD POINT OF INTERSECTION TC 1 I1 e II PERPETUA WAY EV SEESHET SEE SHEET 3 (STA. 10+00.00 TO 13+15.12) SCALE: 1" = 50' HORIZONTAL 358 > RADIUS LENGTH j uj DELTA FL W uj -1w W W 358 J J ELEVATION EVC li BCR cLoL) O Y o END CURB RETURN PRC 354 354 BEGIN CURVE PCC W C N N POINT OF INTERSECTION TC + _ + Cl mO+ oC Lm7N v 350 ciY--j C� � � EXISTING GROUND m N a En 350 Cn � C- N cj a 346 - - - -- -- S=-0.48% ----- - - - - -- ---- S=-0.30% - - - - - - - S=-0.57% WN FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. mU FURNISH & INSTALL METRO STREET ik 342 ----------- S=-0.70% - - - - - - - - - - - - - - --- - S=-0.30% - - - PROPOSED WEST FLOwuNE - - - - c 4 DEPRESSED F.E, ett V 3'J3.gK J + r � s -s=o.41% 5=0.86% ,J s=-2.84 -- - ac�"nci rl 338 uj v w 0 Lo�moo 342 2 I'' po M PROPOSED EAST FLOWLINE It ,' � aaa V)N M M M --/ 19+00 334 Q et M 338 > > > 10+00 11+00 12+00 13+00 M M ro M SCALE: 1" = 10' VERTICAL W W W (STA. 10+08.58 TO 13+27.31) N a W W > SCALE: 1" = 50' HORIZONTAL �°0 �c> SCALE: 1" = 10' VERTICAL I� 358 J RADIUS LENGTH 1- DELTA FL FLOWLINE POVC POINT ON VERTICAL CURVE Li CENTERLINE BVC J ELEV ELEVATION EVC END VERTICAL CURVE BCR Q Q POINT OF INTERSECTION ti END CURB RETURN PRC POINT OF REVERSE CURVATURE 354 BEGIN CURVE PCC o PIVC POINT OF INTERSECTION TC TOP OF CURB FURNISH & INSTALL IRRIGATION CONDUIT OF VERTICAL CURVE TP M + O STORM DRAIN MANHOLE FC C� INV INVERT RCP 350 c? U) � EXISTING GROUND cj a FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. EXISTING SURVEY MONUMENT mV) WN FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. mU FURNISH & INSTALL METRO STREET ik 346 ----------- S=-0.70% - - - - - - - - - - - - - - --- - S=-0.30% - - - - - - - - c 4 DEPRESSED F.E, ett V 3'J3.gK J + r � s -s=o.41% 5=0.86% ,J s=-2.84 -- - ac�"nci rl c � v w 0 Lo�moo 342 2 I'' po M PROPOSED EAST FLOWLINE It ,' � co V)N M M M --/ 19+00 Q et M 338 > > > O t L M M ro M SCALE: 1" = 10' VERTICAL W W W N a W W > 0 0 W -juj J W 334! W J a a a lb 15+00 16+00 (STA. 14+72.74 TO 16+30.32) 10+00 11+00 12+00 13+00 (STA. 10+08.58 TO 13+15.14) ' SCALE: 1" = 10' VERTICAL Q T c, SCALE: 1" = 50' HORIZONTAL ' z� SCALE: 1" = 10' VERTICAL 12 W M z a R/W ,2 M � Z Z I Lu Q 358 354 350 346 342 338 334 358 354 350 346 342 338 334 CURVE TABLE LEGEND: RADIUS LENGTH ABBREVIATIONS DELTA FL FLOWLINE POVC POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE PIVC POINT 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 ITEM OF WORK - SEE SCHEDULE FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. NNn0.MA1. F.L. Er ty t 344,11' �- DEPRESs�b n, EG.EV t 343, EXISTING SURVEY MONUMENT z v� + FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. -c>- FURNISH & INSTALL STREET LIGHT- 5800 LUMEN PER C.O.B. STD. ST -14. E�)- FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST -14. 12 W M z a R/W ,2 M � Z Z I Lu Q 358 354 350 346 342 338 334 358 354 350 346 342 338 334 CURVE TABLE CURVE # RADIUS LENGTH TANGENT DELTA C1 20.00 31.42 20.00 90.00 C2 35.00 13.70 6.94 2.!.43 C3 84.00 197.70 202.06 134.85 C4 35.00 54.98 35.00 90.00 R1-1 ALONDRA i FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: "R1-1" - STOP "Wi-7" - DOUBLE ARROW "R6-1' - ONE WAY "W1-6" - SINGLE ARROW "R5-1' - DO NOT ENTER "Wt -i" - CURVE ARROW "R26(CA)" - NO PARKING "W3-3" - SIGNAL AHEAD "R3 -5R" - RIGHT TURN ONLY "W3-1" - STOP AHEAD 'R4-7" - KEEP RIGHT "S5-2" - END SCHOOL ZONE "R81(CA)" - BIKE LANE "S4-2" - WHEN CHILDREN ARE PRESENT "W31(CA)" - END "S4-3" - SCHOOL "W14-1" - DEAD END "R2-1' - SPEED LIMIT 20 "W14-2" - NO OUTLET (` Ts FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT -IR FURNISH & INSTALL IRRIGATION CONDUIT is FURNISH & INSTALL INTERCONNECT CONDUIT TR3 FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT ?CK 6AsIN 110, 4 TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE Oj CURVE NUMBER FOR CURVE DESCRIPTION ALONG CURB �j TAPER NUMBER FOR TAPER DESCRIPTION ALONG CURB 0 ITEM OF WORK - SEE SCHEDULE P J -J A S r An 1 -89'06'48" "El BIDWELL DR. ALONDRA + O O SEE SHEET 5 ul - - U� 1 J -J r\ r 1 rnT'l 1 MAIN PLAN FDR Cvtntts �4- I a N- co ~ + u ((( r I r_j ck� I 14 I (�2 - COOL DVC. 02140453.51 3) Lu >- v (` ��I Ln � ,; 2 �� i o� N. O o NCo 1 Qp + I +Lo - R 3 i i Q WSW I ,- o zW� JIB C3 F.L. ?CK 6AsIN 110, 4 °O � cl+h STA. 13f�o•3'I GL, 20.601.T► N J Cl SrA. (140t,S7 F.6, W 3 +;!S O1 "' NNn0.MA1. F.L. Er ty t 344,11' �- DEPRESs�b n, EG.EV t 343, du-"t+ao.b3C.l. D1:1+ z v� E Iv O CAN STRU C•rr nN -- a ALONDRA + O O DR. ul - - U� 1 SEE SHEET 4 SANITARY SEWER UNE 1 MAIN PLAN FDR Cvtntts �4- I a N- co ~ + u ((( r I r_j ck� I o + I (�2 - cq " m 0 SrA. IS+61.0 t.. U.COLT3 "' Wt ��I Ln � ,; 2 �� i o� N. O o NCo 1 Qp + I +Lo - R 3 i i Q WSW I ,- o zW� JIB C3 F.L. N SHEET SECTION IS LOCATED N N N s=-0.81%� Q342 Cq cq M v N+ t~n ®N G2RDC 6Rzorsc / 'wi 0 Z ( > -j+N� U i m MI + O O I o Q ul - - U� 1 SEE SEWER AND STORM DRAIN PLANS, CATCH BASIN Da 15109 SANITARY SEWER UNE 1 MAIN PLAN FDR Cvtntts �4- I a N- co ~ + CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' HANGS I o + I (�2 - ■ ■ ■ ■ �� ■ ■ SrA. IS+61.0 t.. U.COLT3 I Wt _ - N - R 3 ECTION LETTER 346 =~ N w TO GUTTER F.L. N SHEET SECTION IS LOCATED N N N s=-0.81%� Q342 I G2RDC 6Rzorsc / N m q. 134 2.S°► c.t.. 2n. co _ .J I o Q ul - - SEE SEWER AND STORM DRAIN PLANS, STORM DRAIN MANHOLE Cl SEE SEWER AND STORM DRAIN PLANS, CATCH BASIN Da 15109 SANITARY SEWER UNE 1 MAIN PLAN FDR Cvtntts �4- 8" SEWER o 5 CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' HANGS 350 PER C.0.8. STD. ST -4. (UNLESS OTHERWISE NOTED) -- - ■ ■ ■ ■ �� ■ ■ SrA. IS+61.0 t.. U.COLT3 , - _ - -- - - -- - - - - - - 5=--0.32% ECTION LETTER 346 2A•(32.53 R w TO GUTTER F.L. N SHEET SECTION IS LOCATED N N N s=-0.81%� Q342 I G2RDC 6Rzorsc / N N t��M 342 3 du-"t+ao.b3C.l. D1:1+ z v� 42 w �n.00Ri=1*14- EXISTING GROUND d 338 cn338 I i I SrA 13tg0.33 F.L. Nt7RMAt FC.6cEv. % 344,11 uj C-4 Z ��, LUQ, ■ � a a a DEPRESSED F.E, ett V 3'J3.gK J + r � s -s=o.41% 5=0.86% ,J /A r -- - ac�"nci 334 c DRIVE (STA. 18--70.00 TO 19+70.00) SCALE: 1" = 50' HORIZONTAL A66 PHASES ;FE) BE - J � J 358 358 0 354 � 354 350 EXISTING GR(i ND �? a U M m W 350 346 W m M ^ 346 J Cn Cn CO w Qo PROPOSED � -w 342 za NORTH FI-OWUNE "' n 342 W W CO W W W �' 338 338 ;� aaa 334? 334 v N pQ z= 18+00 19+00 (STA. 18+70.00 TO 19+61.42) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 10' VERTICAL 358 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATICN .J 358 0 SEE SEWER AND STORM DRAIN PLANS, STORM DRAIN MANHOLE Cl SEE SEWER AND STORM DRAIN PLANS, CATCH BASIN 354 SANITARY SEWER UNE EXISTING GROUND pn 354 ® SEE SEWER AND STORM DRAIN PLANS, SEWER CLEANOUT LKS UQ UQ CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' HANGS 350 PER C.0.8. STD. ST -4. (UNLESS OTHERWISE NOTED) f\ J M m to 350 ■ ■ ■ ■ �� ■ ■ TRACT BOUNDARY - - - - PROPOSEC EDGE OF PAVEMENT u rY: -- - - -- - - - - - - 5=--0.32% ECTION LETTER 346 A w TO GUTTER 346 N SHEET SECTION IS LOCATED N N N s=-0.81%� Q342 I < -j Z oIOFIL RPOSED M . . 342 3 c SOUTH F'_OWUNE z v� U LL: w w w EXISTING GROUND d 338 cn338 z� 0LLJv I M ��, LUQ, ■ � a a a Z - - r � s -s=o.41% 5=0.86% 334 I Z 334 co � v w 0 Lo�moo � 2 I'' po M 338' It w ' V)N 18+00 --/ 19+00 Q Z < (STA. 18+70.00 TO 19+61.42) WWW 334 O t SCALE: 1" _ 30' HORIZONTAL L a SCALE: 1" = 10' VERTICAL T0. NJ .2 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATICN - -D STORM DF AIN LINE 0 SEE SEWER AND STORM DRAIN PLANS, STORM DRAIN MANHOLE Cl SEE SEWER AND STORM DRAIN PLANS, CATCH BASIN S SANITARY SEWER UNE ® SEE SEWER AND STORM DRAIN PLANS, SEWER MANHOLE ® SEE SEWER AND STORM DRAIN PLANS, SEWER CLEANOUT a •' CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' HANGS `:) Q10 PER C.0.8. STD. ST -4. (UNLESS OTHERWISE NOTED) 4z, PHASE BCUNDARY ■ ■ ■ ■ �� ■ ■ TRACT BOUNDARY - - - - PROPOSEC EDGE OF PAVEMENT u rY: SECTION DESIGNATICM_ � �`� ECTION LETTER o A -- -- - 1 SECTION LINE N SHEET SECTION IS LOCATED ALL PI 1ASES Taw K- N zJ o I a Cl - M c 358 a •' Mu `:) Q10 4z, I 0 O J u rY: a: � �`� S) o z 11Co O Q N S I < -j uEi I 04 > 3 35 0 z v� U LL: of I EXISTING GROUND d M rn col z� 0LLJv I M ��, LUQ, _Z Z - - - -s=o.41% 5=0.86% rn cn I o I co PROPOSED WEST FLOWLINE o0 o M Ln - 0 Lo�moo � •-r po M 338' It m ' V)N I IJ I VARDEN STREET (STA. 14+72.74 TO 16+30.32) SCALE: 1" = 50' HORIZONTAL CONSTRUCTION NOTES: Ol CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. 20 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 LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH02-ALKYD. O CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. COMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND GUTTER UP TO A DEPTH OF 12". ®INSTALL W-31(CA) SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED SIMULTANEOUSLY REMOVE AND SALVAGE SIGN WITH CONSRUCTION OF ADJACENT PHASE O INSTALL END -OF -STREET STANDARD TYPE III BARRICADE PER CALTRANS A73C WITH W-31 (CA) SIGN WITH OM4-3 MARKER. BARRICADE IS TO GO FROM FLOWLINE TO FLOWLINE. SEE DETAIL ON SHT. 7 358 354 350 346 342 338 334 358 354 350 346 342 338 334 NOTES: 1. SEE SEWER AND STORM DRAIN PLANS FOR SEWER AND DRAIN PLANS AND DETAILS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 0.45' AGGREGATE BASE OVER 1.0' COMPACTED O.G. TO BE COMPACTED TO 95% RELA SITY PER C.O.B. STD. ST -9. a.PAGGREGATE 3. OLD RIVER ROAD - PAVEMENT TO BE 0.45' TYPE "B" A.C. 0 BASE OVER +*,_COMPACTED E COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. 99. �,2rj"� 4. ALL CATCH BASINS TO BE TYPE A WITH 3.5' OPENINGS PER C.O.B. STD. D-14,/ UNLESS NOTED OTHERWISE. ® CONSTRUCT 6' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. iU-17-('7 00 SCALE: 1 "= 50' NOTE: 25 0 50 100 ALL STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD C. tStOtV �_. B / '_/650 12.5 UNLESS OTHERWISE NOTED tkPPQovED By R GEM, A. Mc tNrbstl Acc- 3322 Drtt _ cvtS�otJ n RECORD DRA' � iF /1Ft'RoVEi� P,Y: /� i�R=�1►`-� 43-7 es w /u F. 3?.14s- DATE I 1 f (1n F /t r a, zJ o I a ))11 A i M WI > U - M c 358 a •' Mu `:) Q10 4z, f» .,, C) Z: ap O J u rY: a: � �`� S) o z 354 Q oti S < -j uEi C > 3 35 0 z v� L�pr) EXISTING GROUND d z� 0LLJv >� ��, LUQ, 346 Z - - - -s=o.41% 5=0.86% 342 VV) C. m }' co PROPOSED WEST FLOWLINE o0 o M Ln - 0 a cr, ` � 7 po M 338' It m ' Q W W W o Q Z < 'y' WWW 334 O t U L a m N a 0 0 W J 14+00 lb 15+00 16+00 (STA. 14+72.74 TO 16+30.32) W SCALE: 1" = 50' HORIZONTAL Lu03 ' SCALE: 1" = 10' VERTICAL Q T c, cn ' z� M �L uj 358 Z-1 Z W o u en \ x �i� J ..f l� 354 qr . a a .r +u 1C w o I M �r +7L �c9oliW 40_ �H d + Lo 350 w at z 4 EXISTING GROUND u' Owl o M m W --- - - 346 ------------ sS=0.447*5-- 0.91% 342 PROPOSED EAST FLOWLINE � A uj 4 M M M 338 '' >> W WJ w '= o n W 334 a a `�a � a a z �I 9 1, -1 uj 14+00 15+00 16+00 (STA. 14+72.74 TO 16+30.32) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 10' VERTICAL CONSTRUCTION NOTES: Ol CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. 20 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 LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH02-ALKYD. O CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. COMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND GUTTER UP TO A DEPTH OF 12". ®INSTALL W-31(CA) SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED SIMULTANEOUSLY REMOVE AND SALVAGE SIGN WITH CONSRUCTION OF ADJACENT PHASE O INSTALL END -OF -STREET STANDARD TYPE III BARRICADE PER CALTRANS A73C WITH W-31 (CA) SIGN WITH OM4-3 MARKER. BARRICADE IS TO GO FROM FLOWLINE TO FLOWLINE. SEE DETAIL ON SHT. 7 358 354 350 346 342 338 334 358 354 350 346 342 338 334 NOTES: 1. SEE SEWER AND STORM DRAIN PLANS FOR SEWER AND DRAIN PLANS AND DETAILS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 0.45' AGGREGATE BASE OVER 1.0' COMPACTED O.G. TO BE COMPACTED TO 95% RELA SITY PER C.O.B. STD. ST -9. a.PAGGREGATE 3. OLD RIVER ROAD - PAVEMENT TO BE 0.45' TYPE "B" A.C. 0 BASE OVER +*,_COMPACTED E COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. 99. �,2rj"� 4. ALL CATCH BASINS TO BE TYPE A WITH 3.5' OPENINGS PER C.O.B. STD. D-14,/ UNLESS NOTED OTHERWISE. ® CONSTRUCT 6' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. iU-17-('7 00 SCALE: 1 "= 50' NOTE: 25 0 50 100 ALL STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD C. tStOtV �_. B / '_/650 12.5 UNLESS OTHERWISE NOTED tkPPQovED By R GEM, A. Mc tNrbstl Acc- 3322 Drtt _ cvtS�otJ n RECORD DRA' � iF /1Ft'RoVEi� P,Y: /� i�R=�1►`-� 43-7 es w /u F. 3?.14s- DATE I 1 f (1n F /t r a, zJ o I a ))11 A i M WI > U Q _ O i J c x CL. Mu `:) Q10 4z, f» .,, C) Z: ap O u rY: a: � �`� > o z < t- Q Z Il. I S < -j uEi C > 3 W J t N (tl /�'� kik. L�pr) z� 0LLJv >� W Z Yi _ T (D VV) C. m }' �LL-� 0 a cr, ` � 7 cV Ct It m ' r �m o Q Z < Y W J O t U L mJ zJ ))11 A i M WI > U Q _ O i J c x CL. Mu a LU f» .,, w I mJ zJ c x CL. Mu LU f» .,, w I c < f.. a: � �`� > < t- Q FFl .� ui 07 uEi C > 3 W J t N (tl /�'� kik. p Lu z� 0LLJv >� W Z Yi a F-• C. m }' 0 � 7 Y It -c ' vrt J J � a L a m N a 0 0 W J lb 4CI a' W Lu03 ' ' z� LL 0 4 '= o 4 J zJ x CL. Mu LU f» .,, z c < f.. a: � �`� > < t- a FFl .� ui 07 uEi C > W J t N (tl /�'� kik. p Lu co: >� W Z Yi a F-• C. m }' 0 � Y It -c ' WCL x J � a L a m N a 0 0 W J 0 0 a' W Lu03 ' ' LL 0 R/W LEGEND: i FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: ABBREVIATIONS ' FL 63' POINT ON VERTICAL CURVE CL 17 8' if 6' 36' ELEVATION EVC 1: !LANDSCAPE BEGIN CURB RETURN PI POINT OF INTERSECTION ECR END CURB RETURN PRC LOT , I , BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE PIVC POINT OF INTERSECTION TC TOP OF CURB FURNISH & INSTALL IRRIGATION CONDUIT OF VERTICAL CURVE TP CL W SDMH z FINISH CONCRETE INV C7 REINFORCED CONCRETE PIPE G.B. GRADE BREAK RGJ RUBBER GASKETED JOINT N LOCK WALL ; N W EXISTING SURVEY MONUMENT cr W + I 2.0% + VARIES -<>- LANDSCAPE AREA E�) FURNISH & INSTAL- STREET UGHT-9500 LUMEN PER C.O.B. STD. ST -14. - `' COMBINED -_ 0 SIDEWALK A.C. PAVING In I X0..445' 7 PROPOSED x(1.25' 0.90'85' AGG. BASE R=44 TI=9.0 CURB & GUTTER �aa x a I Jof v OMP,O.G. TO 5% RELATIVE DENSITY (A m D OLD RIVER ROAD N 0 i� CL 7 FROM STA. 20+64.78 TO STA. 23+15.59 SCALE: 1"=10' HORIZONTAL �r - 1 "=5' VERTICAL BLOCK WALL L 8. I 7' LANDSCAPE LOT YIa L W, 2' oI < <: i II 1 4: MAX.; 2.0% V CL W 0 F m 'w' F A\ S r 3 1 FOGARTY WY. \ SEE SHEET 5 I I W 1 W �'1 I II -i 1 1 ' II II -j I I N II I I V:II-i Z F- z ,i 1 i LL I I ? L,_ L� I I Z L� i I z '� I i UH a! -J CNj CN �2 W Ja0 W J.- I LL JO LLI Olcz �I Lna f+ I v� i Q I ( Q`O� Ln± I I a'n�I I QX 00 CN c6 to`o-o Ir r 11 �z� 22 I ��� I I I J- J.- I I a -_j I JN I "/1 N 7I �Li N3 4 5 6N 8 V Q I Lli 7 I-" O ui O 6 M ' N qq I I a N I f n R1-1 Q I -ceI� I CI I i EX. 16" WATER* i� 3 /y\ oV \ I8cm ia ca ,a 4Q Ii -- -I- - L -r- 8- _ _ 630 1 i 4 - - -- -I-- - - - - 1 - _ U ^ - - EX_ 16" WATER* W -- - - I -- LL EXISTING PAVEMENT M VARIES VARII 7' TO 2' I 7' TO } Olc mlz Inc'm m SIU 1 I LANDSCAPE AREA _ _ -" --� COMBINED ------------ ---------------- `- SIDEWALK / MEDIAN PAVING ` CURB PROPOSED 0.90' �� CURB &GUTTER A11.25' % 6:P5' AGG. BASE , R=44 TI=9.0 OMPACTED O.G.TO 5% RELATIVE DENSITY C OLD RIVER ROAD 7 FROM STA. 20+13.73 TO STA. 20+64.78 SCALE: 1"=10' HORIZONTAL l"=5' VERTICAL Q ARIES 1 7' 8' TO 9' LANDSCAPE,�� LOT w mi W 2' W o, BLOCK WALLS ; 2.0% 1 1 1 VARIES LANDSCAPE AREA-' COMBINED J SIDEWALK MEDIAN 0.45' PAVING -]CURB PROPOSED CURB & GUTTER Al(1.25' 0.90'x, AGG BASE R=44 11=9.0 OMPACTED O.G. TO 5X RELATIVE DENSITY B OLD RIVER ROAD 7 FROM STA. 17+35.77 TO STA. 20+13.73 SCALE: 1"=10' HORIZONTAL 1"=5' VERTICAL z AlJ H MEDIAN T"*ef om 10 CURB EXISTING PAVEMENT 69 _ 1 7, Al MEDIAN -TAeT BPF CURB EXISTING PAVEMENT 0 Cl I c2 - -- -- 1 /,EX. TEM PIPE INSTALL CONDUIT_ I 30' ROAD DEDICATION 1 EX. RW FOR IRRIGATION I PER SALES MAP O I TO l REMOVED THREE SLEEVES 2" ',coll-m I EX. U� SBC SIZE FOR EACH I /-EX. UG SBC EDGE OF PAVEME14 t 9� _----------- - ---18+00 am---- 16+00 _ SAW CUT - - - - II 1SAW CUT - 9 SAW CUT 0a 37 u it II � II w I� II II It Z O N O r; I �\ mom+ I <�N \ 00H I •\ ao <n � I + N I 1 I -----+--6;OP9-- w -- JI - - - -EX. UG SBC /EX. EDGE OF PAVEM E:NT 00 23+00 I EX. STRIPING - > Q co O O o^ CO F J m i- J Jo o J l� � J c° � J CONTRACTOR SHALL LOCATE AND CONFIRM c L5o , J Z -° L-4 N U � N IJ^ ^ � cc C'4 THE HORIZONTAL AND VERTICAL LOCATION CU n v oi � cp � M �� 40 mOF THE EXISTING 16 WATER LINE. WATER 4, �jl M O O, O) 9, O) 0 0 0 00 O, OLD O L7 O, O, of Of O) U l.� n N M M6 CR M V LN Z O LNri " Z co O co' Q ri M M - d: M M LINE SHALL BE PROTECTED FROM DAMAGE. ri ,� "cc!� J J X co N n r n n . N J ¢ N J J IF WATER LINE IS EXPOSED DURING W °° ao j 4J -- -- W Lu Ll.l w W- `- W W J w w W W W EXCAVATION, THE CONTRACTOR SHALL � W '- � � � C3 cj Z � r Z ~ � � m C� �"" � �"" COORDINATE WITH THE CITY OF �I- c�J N�1= cntn QLnNt- aN(I,� Ln�I= Nor= z OLD RIVER R DEPARTMENT WATER RESOURCE ~� DEPARTMENT FOR ENCASEMENT OF LINE. Al �� (STA. 15+15.57 TO 23+15.87) SCALE: 1" = 50' HORIZONTAL I nl I A crc� Te nr /�!\AIC`TI'71 I/•Trfl C`I\II II TAAIr/ll IC"I �; c6 N to > Lu , J J j > LJ W > J JL,J i.l o Z 358 - - M _� V)I� 354 ' =I F: mla; Wh W� HI v IIEXISTING GROUND I I350 • �- ---°° II Lr�_JT7 � - 346 - In N I Ln I I Ln I PROPOSED WEST FLOWUNE I o F } m o 342 c¢~n "I - w wI�EXISING 16' WATER 338 WIWIw o IwIWIW� aII `moi I ZT. �r IP�; a- 14+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 ZL REVISION APPROVED BY: ROGER A. McINTOSH R.C.E. 33322 DATE REVISIONI Y t) � 4 APPROVED BY. (( ( (t0 DATE PAW%IFL PAvi(LA eU� l;.wlcw$ R1-1 LEGEND: i FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: ABBREVIATIONS 'Wt -7' - DOUBLE ARROW FL FLOWUNE POVC POINT ON VERTICAL CURVE CL CENTERUNE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE PIVC POINT 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 �? FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. N W EXISTING SURVEY MONUMENT cr W + FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. -<>- FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. STD. ST -14. E�) FURNISH & INSTAL- STREET UGHT-9500 LUMEN PER C.O.B. STD. ST -14. z AlJ H MEDIAN T"*ef om 10 CURB EXISTING PAVEMENT 69 _ 1 7, Al MEDIAN -TAeT BPF CURB EXISTING PAVEMENT 0 Cl I c2 - -- -- 1 /,EX. TEM PIPE INSTALL CONDUIT_ I 30' ROAD DEDICATION 1 EX. RW FOR IRRIGATION I PER SALES MAP O I TO l REMOVED THREE SLEEVES 2" ',coll-m I EX. U� SBC SIZE FOR EACH I /-EX. UG SBC EDGE OF PAVEME14 t 9� _----------- - ---18+00 am---- 16+00 _ SAW CUT - - - - II 1SAW CUT - 9 SAW CUT 0a 37 u it II � II w I� II II It Z O N O r; I �\ mom+ I <�N \ 00H I •\ ao <n � I + N I 1 I -----+--6;OP9-- w -- JI - - - -EX. UG SBC /EX. EDGE OF PAVEM E:NT 00 23+00 I EX. STRIPING - > Q co O O o^ CO F J m i- J Jo o J l� � J c° � J CONTRACTOR SHALL LOCATE AND CONFIRM c L5o , J Z -° L-4 N U � N IJ^ ^ � cc C'4 THE HORIZONTAL AND VERTICAL LOCATION CU n v oi � cp � M �� 40 mOF THE EXISTING 16 WATER LINE. WATER 4, �jl M O O, O) 9, O) 0 0 0 00 O, OLD O L7 O, O, of Of O) U l.� n N M M6 CR M V LN Z O LNri " Z co O co' Q ri M M - d: M M LINE SHALL BE PROTECTED FROM DAMAGE. ri ,� "cc!� J J X co N n r n n . N J ¢ N J J IF WATER LINE IS EXPOSED DURING W °° ao j 4J -- -- W Lu Ll.l w W- `- W W J w w W W W EXCAVATION, THE CONTRACTOR SHALL � W '- � � � C3 cj Z � r Z ~ � � m C� �"" � �"" COORDINATE WITH THE CITY OF �I- c�J N�1= cntn QLnNt- aN(I,� Ln�I= Nor= z OLD RIVER R DEPARTMENT WATER RESOURCE ~� DEPARTMENT FOR ENCASEMENT OF LINE. Al �� (STA. 15+15.57 TO 23+15.87) SCALE: 1" = 50' HORIZONTAL I nl I A crc� Te nr /�!\AIC`TI'71 I/•Trfl C`I\II II TAAIr/ll IC"I �; c6 N to > Lu , J J j > LJ W > J JL,J i.l o Z 358 - - M _� V)I� 354 ' =I F: mla; Wh W� HI v IIEXISTING GROUND I I350 • �- ---°° II Lr�_JT7 � - 346 - In N I Ln I I Ln I PROPOSED WEST FLOWUNE I o F } m o 342 c¢~n "I - w wI�EXISING 16' WATER 338 WIWIw o IwIWIW� aII `moi I ZT. �r IP�; a- 14+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 ZL REVISION APPROVED BY: ROGER A. McINTOSH R.C.E. 33322 DATE REVISIONI Y t) � 4 APPROVED BY. (( ( (t0 DATE PAW%IFL PAvi(LA eU� l;.wlcw$ R1-1 TOP OF MANHOLE/TOP OF CLEANOJT ELEVATION i FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: 'R1-1" - STOP 'Wt -7' - DOUBLE ARROW 'R6-1" - ONE WAY "Wi-6' - SINGLE ARROW 'R5-1" - DO NOT ENTER "Wt -1' - CURVE ARROW "R26(CA)' - NO PARKING 'W3-3' - SIGNAL AHEAD "R3 -5R' - RIGHT TURN ONLY 'W3-1" - STOP AHEAD 'R4-7' - KEEP RIGHT 'S5-2" - END SCHOOL ZONE "R81(CA)" - BIKE LANE 'S4-2" - WHEN CHILDREN ARE PRESENT "W31(CA)" - END 'S4-3" - SCHOOL 'W14-1' - DEAD END 'R2-1" - SPEED LIMIT 20 'W14-2" - NO OUTLET - PROPOSED EDGE OF PAVEMENT TS FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT -IR FURNISH & INSTALL IRRIGATION CONDUIT is FURNISH & INSTALL INTERCONNECT CONDUIT N r-5 rg6 FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT TR3=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 CURB O ITEM OF WORK - SEE SCHEDULE 8' 7' LANDSCAPE I LOT W' � W m, z W � 2' I o BLOCK WALL 11' 2-03: LANDSCAPE AREA - COMBINED SIDEWALK - PROPOSED CURB & GUTTER (STA. 15+15.68 TO 23+17.00) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 10' VERTICAL m 12' Al 6 } G 1 W � z� �8� lym� 1 VARIES 0.45' A.C. PAVING R=44 T1=9.0 1 +.R' AGG. BASE COMPACTED O.G. T 1.25 TY _**-.- I- iSEN SITY) A OLD RIVER ROAD 7 FROM STA. 15+15.58 TO STA. 16+33.63 SCALE: 1"=10' HORIZONTAL 1 "=5' VERTICAL T.O. 363-2 TOP OF MANHOLE/TOP OF CLEANOJT ELEVATION - - -o STORM DRAIN UNE �p SEE SEWER AND STORM DRAIN PLANS, STORM DRAIN MANHOLE: Cl SEE SEWER AND STORM DRAIN PLANS, CATCH BASIN g SANITARY SEWER LINE ® SEE SEWER AND STORM DRAIN PLANS, SEWER MANHOLE C SEE SEWER AND STORM DRAIN PLANS, SEWER CLEANOUT 30.18 CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS 55.50LT. PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) 50.55LT. PHASE BOUNDARY ■ ■ ■ ■ r� ■ ■ TRACT BOJNDARY - -- - PROPOSED EDGE OF PAVEMENT 48.63LT. SECTION DESIGNATION: 48.28LT. SECTION LETTER ,--- A -- - ,) SECTION LINE SHEET SECTION IS LOCATED EXISTING PAVEMENT CURVE TABLE CURVE # RADIUS LENGTH TANGENT DELTA Cl 30.00 47.53 30.40 90.77 C2 30.00 47.30 30.18 90.34 0 J ' 58 N ■ ;54 IY ■ 23+00 1 TAPER DATA NO.O � STATION ■J 50 �I 346 } a■ 19+30.49 o '342 z 19+35.49 O O m 19+40.49 Q ■ ' 338 IY ■ 23+00 1 TAPER DATA NO.O � STATION OFFSET FROM 19+20.49 58.00LT. 19+25.49 57.93LT. 19+30.49 57.72LT. 19+35.49 57.38LT. 19+40.49 56.89LT. 19+45.49 56.26LT. 19+50.49 55.50LT. 19+80.49 50.55LT. 19+85.49 49.74LT 19+90.49 49.11 LT. 19+95.49 48.63LT. 20+00.49 48.28LT. 20+05.49 48.07LT. 20+10.49 48.00LT. CONSTRUCTION NOTES: NOTES: Ol CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. 1. SEE SEWER AND STORM DRAIN PLANS FOR SEWER AND DRAIN PLANS AND DETAILS. I O CONSTRUCT 5' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 0.45' AGGREGATE BASE OVER 1.0' COMPACTED O.G. TO BE COMPACTED TO 95% RE^ VE DENSITY O CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL PER C.O.B. STD. ST -9. 0.90' 0 UNIT STANDARD PLAN R.S.P. A88A-CASE A. 3. OLD RIVER ROAD - PAVEMENT TO BE 0.45' TYPE "B" A.C. OVER )AGGREGATE: ® PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS BASE OVER 4$OMPACIF�O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY STANDARD SPECIFICATION PTH02-ALKYD. - PER C.O.B. STD. S - �.-- (1.25) OCONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. COMPACT 3UBGRADE TO 95% OF MAX. TO 12" BEYOND GUTTER UP TO A DEPTH OF 12". 4. ALL CATCH BASINS TO BE TYPE 'A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14, + " UNLESS NOTED OTHERWISE. Ir' C © INSTALL W-31(CA) SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED SIMULTANEOUSLY pl, REMOVE AND SALVAGE SIGN WITH CONSRUCTION OF ADJACENT PHASE jCONSTRUCT TYPE "M1" MEDIAN CURB PER C.O.B. STD. ST -2. �; \, CIVIL INSTALL END -OF -STREET STANDARD TYPE III BARRICADE PER CALTRANS A73C ��^\ O Vi=e OOL WITH W-31 (CA) SIGN WITH OM4-3 MARKER. BARRICADE IS TO GO ~�--F GA� FROM FLOWUNE TO FLOWUNE. SEE DETAIL ON SHT. 7 ® CONSTRUCT 6' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. CONSTRUCT TYPE "M" MEDIAN CURB PER C.O.B. STD. ST -2. 7-1 O N z (r Lv W z c`U Z W J U z r Lit :D 0 Q CD 0 r N ff)-C '0 o D - o O z 0� 0 c Z z l,_ I a < o w U 00 cc P J w to v) oCE �o C) cn w W a I� W S. Q C� 0 z V c►a J z� >:ui I i z 0 Z < r�. o Wui i W J N W c. cr W < in L�¢ w;z9 `' ¢ 0 0 co In I Y _= C= �t'j � �aa x a I Jof v a x (A m N 0 i� CL 0 CID 0 �r - 0 `s � I 0 N z 0 LI co I f- C N ,_ No V c►a J z� z 0 < r�. o C) o W J N W c. cr W < L�¢ w;z9 ¢ 0 0 co IL O Y _= ui ui � �aa x a I Jof G1) (A m N 0 0 CID 0 J 0 `s a' NOTE: SCALE: 1 =50 ---- 25 0 50 100 ALL STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC i W PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD UNLESS OTHERWISE NOTED 50 12.5 -� I I:ECQRD DRAWI N(li L� LL LIMIT UNE \ /DETAIL 39 --DETAIL 38 14+00 - 18+00 8" WHITE GORE STRIPE l7f DO 16+00 � u !; 6 J U ABBREVIATIONS Ci cm F FLOWUNE POVC POINT ON VERTICAL CURVE Hr\IS r 1 21 22 I 1 231 BEGIN VERTICAL CURVE ELEV ELEVATION EVC J I I 3 I 4 I 5 I-� r I I I P H A- �S r : r � I BEGIN CURB RETURN PI H I$ Q ECR M I I I BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE � POINT OF INTERSECTION TC TOP OF CURB I OF VERTICAL CURVE TP J- ----�-- -- _�_ - - - - - -� STORM DRAIN MANHOLE FC 1 INV --�-- -- -- \ TYPE IV ARROW (TYPICAL) , LIMIT UNE \ /DETAIL 39 --DETAIL 38 14+00 - 18+00 8" WHITE GORE STRIPE l7f DO 16+00 � u o I + ++ I N N IQ H a OLD RIVER ROAD STRIPING PLAN (STA. 15+15.57 TO 23+15.87) SCALE: 1" = 50' HORIZONTAL !; 6 J U ABBREVIATIONS Ci cm F FLOWUNE POVC POINT ON VERTICAL CURVE � a o I + ++ I N N IQ H a OLD RIVER ROAD STRIPING PLAN (STA. 15+15.57 TO 23+15.87) SCALE: 1" = 50' HORIZONTAL R1-1 11 78 ' I I I I t I I s 0 DETAIL S 213'33" W 319.45' EXISTING STRIPING SHIFTING TAPER NOTE: This LoOmop13 iEXISTING PAVEMENT EXISTING STRIPING J I.� 10 -f3 -A- RPPRWGD BY• Zot,ER A. McINT05W (ZEtI is t aN � APPRovFD QY' pRN TEL PADi1.e A R c� co1dO8 OATF. i FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: ALL STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC LEGEND: "Wi-7" - DOUBLE ARROW PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD "R6-1" -ONE WAY ABBREVIATIONS "R5-1" - DO NOT ENTER FL FLOWUNE POVC POINT ON VERTICAL CURVE CL CENTERUNE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE PIVC POINT OF INTERSECTION TC TOP OF CURB 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 QQ FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. EXISTING 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. -<>- FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. STD. ST -14. E FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. STD. ST -14. R1-1 11 78 ' I I I I t I I s 0 DETAIL S 213'33" W 319.45' EXISTING STRIPING SHIFTING TAPER NOTE: This LoOmop13 iEXISTING PAVEMENT EXISTING STRIPING J I.� 10 -f3 -A- RPPRWGD BY• Zot,ER A. McINT05W (ZEtI is t aN � APPRovFD QY' pRN TEL PADi1.e A R c� co1dO8 OATF. i FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: ALL STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC "R1-1" - STOP "Wi-7" - DOUBLE ARROW PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD "R6-1" -ONE WAY "Wt -6" - SINGLE ARROW UNLESS OTHERWISE NOTED "R5-1" - DO NOT ENTER 'WI -1" - CURVE ARROW "R26(CA)" - NO PARKING "W3-3" - SIGNAL AHEAD "R3 -5R" - RIGHT TURN ONLY "W3-1" - STOP AHEAD "R4-7" - KEEP RIGHT "S5-2" - ENO SCHOOL ZONE "R81(CA)" - BIKE LANE 'S4-2" - WHEN CHILDREN ARE PRESENT "W31(CA)" - END "S4-3" - SCHOOL "W14-1" - DEAD END "R2-1" - SPEED LIMIT 20 "W14-2" - NO OUTLET Ts— FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT IR— FURNISH & INSTALL IRRIGATION CONDUIT -lc-FURNISH & INSTALL INTERCONNECT CONDUIT V 9 1153 !�5 1136 FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE O CURVE NUMBER FOR CURVE DESCRIPTION ALONG CURB SCALE: 1"=50' OTAPER NUMBER FOR TAPER DESCRIPTION ALONG CURB 25 0 50 100 1 OA ITEM OF WORK - SEE SCHEDULE 50 12.5 m Z =' (r. rt we d 0 %9'. F BLOCK WALL 9.0' LANDSCAPE , LOT ; 4:1 LANDSCAPE AREA-' COMBINATION SIDEWALK PROPOSED CURB & GUTTER R 8.4' 6' LANDSCAPE , LOT i 9. 1' v 1 W 4ai , Z BLOCK WALL m W W D Ia Mq1 ca�2' % X LANDSCAPE AREA J COMBINATION SIDEWALK PROPOSED CURB &GUTTER 8.4' ! 6' LANDSCAPE , LOT i , s IN 2' Y � BLOCK WALL \ m W a 4:1 0 , -- �� c LANDSCAPE AREA COMBINATION SIDEWALK PROPOSED CURB & GUTTER 0.45' A.C. PAVING) 0.90' A- .-�j 1.25' COMPACTED O.G. TC 95% RELATIVE DENSITY 0.45' A.C. PAVING) 0.90' AGG. BASE 1.25' COMPACTED O.G. TO 95% RELATIVE DENSITY - VARIES A OLD RIVER ROAD g STA. 10+00.00 TO 13+22.40 SCALE: 1"=10' HORIZONTAL 1"=5' VERTICAL TI = 9 R=44 OLD RIVER ROAD 9 STA. 13+22.40 TO 14+44.11 SCALE: 1"=10' HORIZONTAL 1'=5' VERTICAL 11=9 R=44 0.45' A.C. PAVING) 0.90' AGG. BASE 1.25' COMPACTED O.G. TO 95% RELATIVE DENSITY C OLD RIVER ROAD 9 STA. 14+44.11 TO 15+15.58 SCALE: 1"=10' HORIZONTAL 1'=5' VERTICAL TI = 9 R=44 VARIES 4' VARIES TO 12.11' VARIES VARIES ' TO lt ' T01' Z cr-Z J Q 910 FL FLOWLINE POVC 1 CL CENTERLINE BVC VARIES VARIES 0' 4'LO. 9' ' t6 w 0Iz z > � U 9 sic I \I Al REVISION �3�1� 4 APPROVED BY: ROGER A. McINTOSH R.C.E. 33322 DATE 4 REVISION APPROVED BY: l t DANIEL PADILLA R.C.E. 67008 DATE V V V V V n EXISTING PAVEMENT R1-1 LEGEND: i FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: ABBREVIATIONS 'W1-7" - DOUBLE ARROW FL FLOWLINE POVC POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE PIVC POINT OF INTERSECTION TC TOP OF CURB 13+64.96 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 Oj FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. O EXISTING SURVEY MONUMENT m + FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. -c�)- FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. STD. ST -14. E FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. STD. ST -14. n EXISTING PAVEMENT R1-1 CURVE i FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: "R1-1' - STOP 'W1-7" - DOUBLE ARROW "R6-1' - ONE WAY 'W1-6" - SINGE ARROW "R5-1" - DO NOT ENTER "W1-1' - CURVE ARROW 'R26(CA)" - NO PARKING "W3-3" - SIGNAL AHEAD 'R3 -5R" - RIGHT TURN ONLY 'W3-1" - STOP AHEAD 'R4-7" - KEEP RIGHT "S5-2" - END SCHOOL ZONE "R81(CA)' - BIKE LANE 'S4-2" - WHEN CHILDREN ARE PRESENT "W31(CA)' - END "S4-3" - SCHOOL 'W14-1' - DEAD END 'R2-1" - SPEED LIMIT 20 'W14-2' - NO OUTLET 47.27' 30.15' FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT TS 13+64.96 FURNISH & INSTALL IRRIGATION CONDUIT 1R A FURNISH & INSTALL INTERCONNECT CONDUIT is TB3 T J FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT fl - TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE O CURVE NUMBER FOR CURVE DESCRIPTION ALONG CURB Oj TAPER NUMBER FOR TAPER DESCRIPTION ALONG CURB O ITEM OF WORK - SEE SCHEDULE EXISTING PAVEMENT CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA Cl 30.00' 46.92' 29.79' 89'36'24" C2 30.00' 47.33' 30.21' 90'23'36" C3 20.00' 31.42' 20.00' 90'00'00" C4 30.00' 47.27' 30.15' 9017'14" d • c=/) III w TEMP 6' HIGH CHAINI._INK FENCE PER C.O.B. STD. D-10. TEMPORARY SUMP - 5' DEEP VOL. REQ'D.=0.14 AI= VOL. PROVIDED=0.16 AF I Q I O � a W I (i V / Y Qf Ld m EX. STEM PIPE-, EX. UG SBC,,i O 0 358 354 350 346 342 338 334 330 CONSTRUCT A 80'x29'-5' DEEP TEMPORARY SUMP TO BE PRIVATELY OLD RIVER ROAD (STA. 10+00.00 TO 15+15.58) SCALE: 1" = 50' HORIZONTAL 10+00 W J J J CJ LL n EDm� � 00 M + +> daw w Qac.) N In F - I Z �� J J�<L I� =N^Ti I a .� J CJ Q Ln V) H A S T 1 SAWCUT LINE 'v OFFSET FROM q o - - o ® SEE SEWER AND STORM DRAIN PLANS, STORM DRAIN MANHOLE 12+79.96 co g W ® SEE SEWER AND STORM DRAIN PLANS: SEWER MANHOLE ® SEE SEWER AND STORM DRAIN PLANS: SEWER CLEANOUT M CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS 13+04.96 PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) 13+09.96 h ■ ■ ■ ■ ■ ■ TRACT BOUNDARY - Lu IJ 13+59.96 SECTION DESIGNATION: 13+64.96 __IN o106- A W - 1 SECTION UNE w 0 . fl - to LLJIc o W Ieq Z I . m zl T co p 41 Q WH � m�� L wIN XI�f11Nti hKGUNU -WIC ola -S-= -.5'1 =1 Q F o 350 L O a 1 1\ -PROPOSED - - - - i i i "' t c= 346 Ih1'ST FI OvAl INF 0 � -� c wl Lu m z wl 338 -- r 334 Ln - 330 ^I �I 1 0 <' 10+00 W J J J CJ LL n EDm� � 00 M + +> daw w Qac.) N In F - I Z �� J J�<L I� =N^Ti I a .� J CJ Q Ln V) H A S T 1 SAWCUT LINE 11+00 12+00 13+00 14+00 15+00 16+00 (STA. 10+00.00 TO 14-F94.74) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 10' VERT CAL I I I I 19 20 1 21 1 22 I I I I I I I I J ' END DETAIL 39 _ STA. 13+79.99, C.L. 52.161-7 \AI`I�Lt NOWT - DETAIL 39 8' WHITE GORE STRIPErDETAIL 38 STA. 12+43.11, C.L. 19.781-T. __--------- -- ---- E IV ARROW (TYPICAL) ' BEGIN DETAIL 39/ L------------------- STA. 10+57.72, C.L. ANGLE POINT - DETAIL 39 13.001-7. END DETAIL 38 BEGIN DETAIL 38 STA. 11+59.93, C.L. 13.00LT. STA. 12+69.96, C.L. 1,011-T.STA. 10+57.78, C.L. 1.001-7. OLD RIVER ROAD PLAN T 2 'v OFFSET FROM q o - - o ® SEE SEWER AND STORM DRAIN PLANS, STORM DRAIN MANHOLE 12+79.96 co g M ® SEE SEWER AND STORM DRAIN PLANS: SEWER MANHOLE ® SEE SEWER AND STORM DRAIN PLANS: SEWER CLEANOUT M CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS 13+04.96 PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) 13+09.96 PHASE BOUNDARY ■ ■ ■ ■ ■ ■ TRACT BOUNDARY - Lu IJ 13+59.96 SECTION DESIGNATION: 13+64.96 SECTION LETTER IJ A W - 1 SECTION UNE w 358 13+84.96 to LLJIc 11.00LT. W W W Z I . m zl T co p 354 QI � WI `�' ola =1 Q Z 350 O a - -- - - - - - - S=0.2511- - - -- - - '- -- - -W� .- - -- - - - - - �oay.6 . S ui "' t c= 346 Ih1'ST FI OvAl INF 0 � -� c 342 m z 338 -- r 334 Ln - 330 11+00 12+00 13+00 14+00 15+00 16+00 (STA. 10+00.00 TO 14-F94.74) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 10' VERT CAL I I I I 19 20 1 21 1 22 I I I I I I I I J ' END DETAIL 39 _ STA. 13+79.99, C.L. 52.161-7 \AI`I�Lt NOWT - DETAIL 39 8' WHITE GORE STRIPErDETAIL 38 STA. 12+43.11, C.L. 19.781-T. __--------- -- ---- E IV ARROW (TYPICAL) ' BEGIN DETAIL 39/ L------------------- STA. 10+57.72, C.L. ANGLE POINT - DETAIL 39 13.001-7. END DETAIL 38 BEGIN DETAIL 38 STA. 11+59.93, C.L. 13.00LT. STA. 12+69.96, C.L. 1,011-T.STA. 10+57.78, C.L. 1.001-7. OLD RIVER ROAD PLAN T 2 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION OFFSET FROM q STORM DRAIN LINE - - o ® SEE SEWER AND STORM DRAIN PLANS, STORM DRAIN MANHOLE 12+79.96 SEE SEWER AND STORM DRAIN PLANS, CATCH BASIN g SANITARY SEWER LINE ® SEE SEWER AND STORM DRAIN PLANS: SEWER MANHOLE ® SEE SEWER AND STORM DRAIN PLANS: SEWER CLEANOUT 12+99.96 CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS 13+04.96 PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) 13+09.96 PHASE BOUNDARY ■ ■ ■ ■ ■ ■ TRACT BOUNDARY - - PROPOSED EDGE OF PAVEMENT 13+59.96 SECTION DESIGNATION: 13+64.96 SECTION LETTER �--- A -- - 1 SECTION UNE 13+79.96 SHEET SECTION IS LOCATED (STA. 10+00.00 TO 15+15.57) SCALE: 1" = 50' HORIZONTAL CONSTRUCTION NOTES: (:l ) CONSTRUCT TYPE 'B" CURB & GUTTER PER C.O.B. STD. ST -1. (:2) CONSTRUCT 5' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. (D CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL UNIT STANDARD PLAN R.S.P. A88A-CASE A. (D PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH02-ALKYD. (� CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. COMPACT SUBGRADE TO 95% OF MAX. TO 12' BEYOND GUTTER UP TO A DEPTH OF 12". ('� INSTALL W-31(CA) SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED SIMULTANEOUSLY REMOVE AND SALVAGE SIGN WITH CONSRUCTION OF ADJACENT PHASE 07 INSTALL END -OF -STREET STANDARD TYPE III BARRICADE PER CALTRANS A73C WITH W-31 (CA) SIGN WITH OM4-3 MARKER. BARRICADE IS TO GO FROM FLOWLINE TO FLOWLINE. SEE DETAIL ON SHT. 7 < CONSTRUCT 6' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. <ra\ CONSTRUCT TYPE 'M" MEDIAN CURB PER C.O.B. STD. ST -2. �[olIIaN 1. SEE SEWER AND STORM DRAIN :'-ANS FOR SEWER AND DRAIN PLANS AND DETAIL 2. LOCAL STREETS - PAVEMENT TC BE 0.20' TYPE 'B' A.C. OVER 0.45' AGGREGATI BASE OVER 1.0' COMPACTED C.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 3. OLD RIVER ROAD - PAVEMENT TO BE 0.45' TYPE "B" A.C. OVER 0.90' AGGREGA BASE OVER 1.25' COMPACTED C.G. TO BE COMPACTED TO 95% RELATIVE DENSIT PER C.O.B. STD. ST -9. 4. ALL CATCH BASINS TO BE TYPE "A' WITH 3.5' OPENINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. TAPER DATA N0.\ CL STATION OFFSET FROM q 12+69.96 9.00RT. 12+74.96 8.92RT. 12+79.96 8.69RT. 12+84.96 8.30RT. 12+89.96 7.75RT. 12+94.96 7.05RT. 12+99.96 6.19RT. 13+04.96 5.17RT. 13+09.96 4.00RT. 13+49.96 6.001-T. 13+54.96 7.17LT. 13+59.96 8.191-T. 13+64.96 9.051-T. 13+69.96 9.751-T. 13+74.96 10.301-T. 13+79.96 10.691-7. 13+84.96 10.921-T. 13+89.96 11.00LT. C15 `4-17 SCALE: 1 "=50' 25 0 50 100 50 12.5 TAPER DATA NO. O STATION OFFSET FROM 13+93.63 12.93RT. 13+98.63 12.8ORT. 14+03.63 12.4ORT. 14+08.63 11.74RT. 14+13.63 10.82RT. 14+18.63 9.63RT. 14+23.63 8.18RT. 14+53.63 1.31 LT. 14+58.63 2.77LT 14+63.63 3.951-T. 14+68.63 4.88LT. 14+73.63 5.53LT. 14+78.63 5.931-7. 14+83.63 6.061-7. TAPER DATA N0. O STATION OFFSET FROM 12+70.32 64.00LT, 12+75.32 63.961-T. 12+80.32. 63.841-T. 12+85.32. 63.651-T. 12+90.32 63.371-T. 12+95.32 63.021-T. 13+00.32 62.591-T. 13+05.32 62.091-T. 13+10.32 61.501-T. 13+50.32. 56.5OLT. 13+55.32 55.91 LT. 13+60.32 55.41 LT. 13+65.32. 54.981-T. 13+70.32 54.631-T. 13+75.32. 54.35LT. 13+80.32 54.161-T. 13+85.32 54.041-T. 13+90.28 54.00LT. 1 om z. rn G N o 0 i- a' o L0 �j _Q coo \ 0 Z: m o n Q ck: 't z .Z 11. I m < 1 o J < d 00 :z 3: C1 L�1 D W o E 0 v 1V 0'm Lel mo Y 9 W Y Q < W m O U b � N M / > v r J Q 0 } J J Z nN r J I x _ w _- W �ic z F' :C tL p Q W W Z W co p Z Q 0 :C Z 0 O a Y Uj . S ui V t c= _ a t 0 � ..1 c o cn m z pN O 0 o Ln J 0 <' I UJI LL _ U Lj ct�� N z 0 0 F- F - w L 0 LL, 0 O Q F-- N oo V J J Z r J x _ w co W �ic z F' :C tL p Q W W fV•_� W co p Z Q :C r- 0 O a Y CC . S ui V t c= _ a t � ..1 c o cn m pN O 0 o J 0 <' I UJI LL