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HomeMy WebLinkAbout1.1-6824 Ph 3 RevisionSTANDARD NOTES 1. !GENERALTOOLS, CONTRACTOR WILL FURNISH ALL MATERIALS, SUPERVISION R NECESSARY COMPLETE ALERTUNDERGROUND SERVICE BE r -a BEFORE , .. TELEPHONE :0 .0. CONTRACTOR °! 7',,. CAH R,. USA LOCATE r' POTHOLE ALL MARKED f'.i',, U11UTIES THAT CROSS err' i •"` i '+ STORM yR DRAIN HORIZONTAL LOCATION SHALJ_ BE ASCERTAINED BY THE TRACTOR 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 7 REDESIGN ■: RELOCATION • a ■ REQUIRESTHE CONTRACTOR SHALL BE COMPENSATED FOR INSTRUCTED RELOCATION. IF REDESIGN OF THE ALIGNMENT ADDITIONAL PIPE i OR EXCAVATION CONTRACTOR ,y.o SHAH BE COMPENSATED FOR REVISION. IN THE EVENT A U11UTY IS DAMAGED THE CONTRACTOR SHALL ',, WHOLLY RESPONSIBLE 11Y. j FOR ITS REPAIR. SIDEWALK,ALL EXISTING IMPROVEMENTS, (CURB.GUTTER. ETC.) THAT ■ • .' REMOVED, i M .:REPAIRED OR REPLACED y ■ R is AS R R EXCEPTALL EXISTING PAVING AND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE REPLACED IN ACCORDANCE NTH THE CITY OF BAKERSFIELD STANDARD DRAWING ST-6, PLANS. ALL MANHOLES r ADJUSTED •GRADE Da'MANHOLES MAY REQUIRE REMOVAL OF EXISTING CONE, AND REMOVAL OR "CHANGE OUT" OF BARREL ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS AND SPECIFICATIONS OF THE CITY OF FOLLOWING y i R :....,r r..... ,. CONSIDERED THE ARDS SHALL BE OF THESE PLANS: k # ! j r. r PAVING FOR RESIDENTIAL AND LOCAL STREETS SHALL BE: 0.75' AGGREGATE BASE (PER NOTE 17 ON SHEET 2 OF 8) OVER 1.00, O O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. INSTALL STANDARD SURVEY MONUMENT FRAME AND COVER PER cay OF BAKERSFIELD SID. INSTALLED TRAFFIC@ EXISTING INSTALL STANDARD+ INSTALL PER a r + INSTALL METRO SIZE STREET NAME SIGNS PER C.O.B. SID. T-1 <=>— INSTALL STREET LIGHT— H0LOPHANE—LVUI SERIES PER C.O.S. SID. SP7-86-10. STREET LIGHTS SHALL MATCH THOSE EXISTING IN THE VICINITY AND IN ACCORDANCE STANDARD r y STREETLIGHT LUMINAIRES ARE M BE LED AS SPECIFIED IN B SPECIAL PROVISIONS SECTION :r r.01 OF WHICH itINCLUDE: AMERICAN ELECTRIC LIGHTING ATB0, AUTOBAHN SERIES LEO TEK EC1 THRU EC7 SERIES CREE XSP`/XSPR SERIES AND OTHERS ON APPROVE UIVALENT' AS APPROVED ■ ENGINEER ! LIST OR AN T� Y CITY 7. INSTALL TYPE W CURB AND GUTTER, PER C.O.B. STANDARDS, ON ALL STREETS UNLESS OTHERWISE NOTED. #. INSTALL 5' COMBINATION SIDEWALKON ALL LocALAND r COMBINATION ON ARTERIAL AND COLLECTORS UNLESS OTHERWISE NOTED. SEWER9. SEWER LATERAL LOCATIONS TO BE STAMPED ( S ) IWO THE CURB FACE OVER EACH LATERAL ! INSTALL ADDITIONALPULL BOX FOR STREET LIGHTS AT P.G.& E. SERVICEALLPULL BOXESiBE t ON " ' Er MINIMUM OF r. HANDICAP11. INSTALL RAMP PER CALTRANS 2002 REVISED DUAL UNIT STANDARD PLAN R.S.P. A88A—CASE A. 12. ALL MANHOLE r LAMPHOLE r COVERS. PAVEMENT .,r 13. WARNING/REGULATORY SIGNS: SIGN ROADSIDE }.. SERIES rOLT rr r PANELS VANDAL PROOF ASSEMBLY R:. SIDEWALKEQUAL D PER SID. T-19 SHALL BE LOCATED WITHIN r FROM BACK. 14. COMPACTIONF THE y k y#E THE YRESPONSIBILITY Ti LOCATION DEVEL R. THE NUMBER AND TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. 15. UNDERGROUND WORKING DAYS PRIOR TO CONSTRUCTION.8=0.! 16. PRO ' TO THE START OF ANY PHASE OF DEPARTMENT SKMI BE GIVEN 24 HOURS NOTICE. TELEPHONE 326—.3049. Call-, TOLL FREE 1-800-227-2600 TWO WORKING ,. DAYS BEFORE C CEN7ERUNE STORM DRAIN UP OLJR8 AND GUTTER ,-FLOWUNE CURB GUTTER SIDEWALK Ar CENTERUNE STORM DRAIN sLANDSCAPE YANG CITY OF BAKERSFIELD �(ERN COUNTY CALIFORNIA STREET CONSTRUCTION PLANS 0 x 7--, mWaLe. 1 Jr 1 Ttoo T, I 2 SCALE:PROJECT MAP ' SHEET INDEX • ' 0 L ���W� IIIIII CL If AGG. BASE 1�w _GUTTIE CURB ■ ...... r R ,........... HANDICAPRAMPS } r METRO STREET NAME SIGNS r rR� R .111 I'�Il�ll It RF * '...ww x. .1 a w �" 8577 ,a 4+, FOR TRACT No. '6824 �HAS 1-9-OXAL"s, 1 s of FL FLOWUNE POVC POINT ON VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR END CURS RETURN PRC POINT OF REVERSE CURVATURE SO BEGIN CURVE PCC POINT OF COMPOUND CURVATURE PIVC POINT OF INTERSECTION TC TOP OF CURB SOMH STORM DRAIN MANHOLE FC FINISH CONCRETE INV INVERT RCP REINFORCED CONCRETE PIPE G.B. GRADE BREAK RGJ RUBBER GASKETED JOINT 10 FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. SID. OF VERTICAL CURVE TP TOP OF PAVEMENT C.O.B.EXISTING SURVEY MONUMENT + FURNISH & INSTALL STREET SIGN PER . C.O.B.+ FURNISH & INSTALL METRO STREET SIGN PER . --c>— FURNISH & INSTALL STREET UGHT—HOLOPHANE—LVUI SERIES PER C.O.B. « . _AL_ FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. SM. T-19. R - STOP R - DOUBLE ARROW - ONE WAY R - SINGLE ARROW — NO PARKING "W3-3" — SIGNAL AHEAD R ry "R4-7* — KEEP RIGHT "S5—t — END SCHOOL ZONE "R81(CA)- — BIKE LANE "S4—t — IMiEN CHILDREN ARE PRESENT R — DEAD END — SPEED UNIT 20 TOP OF MANHOLE/MP OF CLEANOUT ELEVATION ®.0 D CONSTRUCT STORM DRAIN PER CITY STANDARDS 0 CONSTRUCT STORM DRAIN CONSTRUCT CATCH BASIN otr TYPE 'A" . . s— CONSTRUCT SEWER PER E.N.C.S.D. STANDARDS CONSTRUCT SEWER MANHOLE PER EN.C.S.D. SM. DEL NO. S-7 0 CONSTRUCT SEWER CLEAN OUT PER E.N.C.S.D. BET. NO. S-5 PER C.O.B. SID. ST-4. (UNLESS OTHERWISE NOTED) mmm parmoll .rw. `' MUCH N. � , 'MR9, PHASE BOUNDARY PROFIM EDGE OF PAVEMENT FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT soffiffimmomm m No TRACT BOUNDARY i DESCRIPTIONFURNISH & INSTALL INTERCONNECT CONDUIT TR3 —5 Tx6_ FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT (D CURVE NUMBER FOR CURVE Q, TAPER NUMBER FOR TAPER DESCRIPTION ALONG CURB ITEM OF WORK — SEE SCHEDULE ON SECTION LINE Eff SECTION IS LOCATED VICINITY MAP N.T.S. W NOTE: 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE HOURS24 r 2. AH MATERIALS SUPPLIED FOR THIS PROJECT WILL REQUIRE A CERTIFICATE OF COMPLIANCE STATING THAT THE REQUIREMENTS & STANDARDS SET FORTH BY w AKERSFIELD HAVE EEN MET. 3. NO CITY INSPEC11ONS WILL BE FOR THE WORK IN THIS AREA UN11L A STREET PERMIT NTH APPROPRIATE SECURITY D INSURANCE HAS BEEN OBTAINED. 11 we ':. 'r %f t 1 i�l y1lY; III Yi IRI�I III MX�IIIII I�� II III rr t }y® wnurmu�rnwuawaiwuuxvruw R.C.E.APPROVED BY: NICOLAS FIDLER, PUBLIC WORKS DIRECTOR DATE -8 . REVIEWED BY: /Z40 ASSISTANT PUBLIC WORKS DIRECTOR, i pllq � �■ luluul Ilulal III TRAFFIC ENGINEER NORTHEASTTHE BEARING OF N. 89*06'48" W. SHOWN FOR THE NORTH LINE OF THE QUARTER i R. MAP 6 PG. 26 IN THE OFFICE SURVEYOR WAS USED AS THE BASIS BEARINGSOF SHOWN BENCHMARK w USED: w OF CONCRETE* ` HOLE AT THE INTERSEC11ON OF x,.... x x LANE AND MOUNTAIN VISTA DRIVE. ELEVATION DATUM) LOTS 15 AND 16 OF ! w. 30 SOUTH, COUNTYRANGE 27 EAST, M.D.M., CITY OF BAKERSFIELD, STATE' ACCORDING TO THE SALES*w OF LANDS OF THE r;N COUNTY *ND COMPANY JANUARY 1. COVER SHEET 2. NOTES & SPECIFICATIONS 5. ACTON COURT, BALMORHEA STREET, & MOUNTAIN \ASTA DRIVE 7. STRIPING PLAN: PANAMA LANE & MOUNTAIN VISTA iZtREVISa4Sr A7E 17. AGGREGATE BASE: " SHALLASE MATERIAL FOR ARTERIAL & COLLECTOR ROADWAYS (CL 2 AB) CONFORMING TO SECTION 26 OF THE STATE STANDARD SPECIFICATIONS, LATEST EDITION; HOWEVER, NO RECYCLED OR RECLAIMED MATERIAL WILL BE ALLOWED. .'ROADSEITHER CL 2 AB OR CRUSHED MISCELLANEOUS B` .CONFORMING O. 10. OF THE ■ ■ i i r r r , w ' r E • • r r M it CONTRACTOR SHALL OBTAIN A COPY OF THE DUST CONTROL PLAN (DCP) FOR THIS PROJECT FROM THE DEVELOPER, AND SHALL KEEP A COPY ON SITE AT ALL TIMES. FOR THE DURATION OF CONTRACTOR'S OCCUPANCY OF THE SITE, CONTRACTOR IS REQUIRED TO COMPLY WITH THE PROVISIONS OF SAID PLAN. OBTAINCONTRACTOR SHALL STORM WATER POLLUTION PREVENTION FOR THIS PROJECT FROM THE DEVELOPER. AND SHALL KEEP A COPY ON SITE AT ALL TIMES. Fl* THE r ■ # DURATIONCONTRACTOR'S r TO COMPL WITH THE PROVISIONS OF SAID , t y i r ■ j E • •k i ■ j w i j� r. - .. 7: " ' # • ' # • # ` � ' ! � ■ �• � is i ■ El REMOVE TRAFFIC STRIPES AND PAVEMENT MARKINGS. TRAFFIC STRIPES AND PAVEMENT MARKINGS TO #} REMOVED SHOWN ON PLANS Y # y # # F a # r # REMOVEDTRAFFIC STRIPES SHALL BE BAF-ViE ANY CHANGE PATTERN. IRREGULAR BLAST CLEANING FOR REMOVAL OF TRAFFIC STRIPES SHALL BE FEATHERED OUT TO rWIDTHS.BE REMOVED BY CLEANING A RECTANGULAR AREA, RATHER THAN JUST LETTERING OR MARKINGS, SO THE STRIPE:N TRAFFIC STRIPE REMOVAL AREAS, THE FOG SEAL COAT SHALL BE APPLIED Ovil THE TRAMC r TO IRREGULAR AND VARYING WIDTHS WITH AN AVERAGE 7F 2 FEET ON EACH SIDE OF THE BLAST CLEANED REMOVAL AREA. IN PAVEMENT MARKING REMOVAL AREAS, THE FOG SEAL, COAT SHALL r... APPLIED TO THE r JST L_ FULL COMPENSATION 1• FURNISHING APPLYING w SEAL AS ■ r SHALL BE CONSIDERED AS INCLUDED IN THE CONTRACT PRICE PAID PER SQUARE OT ` REMOVAL ! ° STRIPE r',,. PAVEMENT isSEPARATE r YMENT i CIFIED HEREIN WILL BE MADE THEREFORE, NOTHING IN THESE SPECIAL PROVISIONS SHALL RELIEVE THE CONTRACTOR FROM HIS RESPONSIBILITIES STANDARDSAFETY,* OF THE SPECIFICATIONS. TRAFFIC STRIPES r PAVEMENT MARKINGS. TRAFFIC STRIPES AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC AND SHALL CONFORM TO SEC11ON 84-2, *THERMOPLASTIC TRAFFIC STRIPES AND PAVEMENT MARKINGS.m OF THE STANDARD SPECIFICATIONS. ""AVEMENT MARKERS. PAVEMENT MARKERS SHALL CONFORM TO SECTION 85 "PAVEMENT AARKERSm OF THE SPECIFICATIONS. r r-r r # w r ■ r r . ■ M Mltik . r: 11.' . TRAFFIC STRIPES AND PAVEMENT MARKINGS SHALL CONFORM TO SEC11ON 84, OTRAFFIC STRIPES & PAVEMENT MARKINGS,- OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL ■p v"' e TRAFFIC STRIPES AND PAVEMENT MARKINGS SHALL BE THERMlf."lASTIC AND SHALL CONFORM .1. ? , 1 SECTION ]"AVEMENT SHALL •�w T r PROVISION ■ O �` CONFORM SECTION?IAVEMENT MARKERS SHALL BE PLACED WITH RAPID SET EPDXY PER SEC11ON 95-2.04 OF ■ ASPHALT1. - it M FOR ALL ARTERIAL#i STREETS AND TYPE B (MODIFIED) FOR LOCAL STREETS AND SHALL CONFORM TO THE PROVISIONS IN SECTION ■,, "ASPHALT i a OF THE STANDARD . ! • "R,,, SPECIFICATIONS ,,x , ■ THESE SPECIAL PROVISIONS. PRIOR2. ♦ THE ADDITIONOF ASPHALT BINDER, COMBINED AGGREGATE (MODIFIED) OR TYPE B (MODIFIED) ASPHALT CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF SECTION Y i i- i■ s 7 # STANDARD i FOR 3/4- MAXIMUM, MEDIUM GRADING. 3. ASPHALT BINDER FOR TYPE A (MODIFIED) ASPHALT CONCRETE SHALL BE PG 64-10 PERFORMANCE ■ ■ ASPHALT, ■r OTHERWISE DIRECTED BY ENGINEER. ASPHALT a BINDER FOR TYPE B r CONCRETEASPHALT BE CITY ENGINEER. THE ASPHALT BINDER SHALL CONFORMTABLE SPECIFICATIONS."STEAM-REFINED PAVING ASPHALTS," IN SEC11ON 92-1.02, "GRADES.'* OF THE STANDARD AMOUNT4. THE OF ASPHALT BINDER `. r TO BE MIXED WITH THE MINERAL AGGREGATE SHALL BE i ■ PROPOSED BY THE CONTRACTOR IN ACCORDANCE WITH CALIFORNIA TEST METHOD 367 USING SAMPLES OF MATERIALS aWORK.# OF BINDER SHALL BE OBY ENGINEER. 5. AT LEAST 14 DAYS PRIOROF i CONTRACTOR ■ ENGINEER'SCITY REVIEW D ! • j r 7 AGGREGATE E ■ ASPHALT SOURCES. B. ■ - ! O O�:', r INCORPORATED WORK CONFORM TO THE REQUIREMENTS OF SECTION# OF :,, r., RESULTSSPECIFICATIONS AND THESE SPECIAL PROVISIONS. MATERIAL SIEVE ANALYSIS AND SAND EQUIVALENT TEST RESULTS SHOULD NOT BE OLDER THAN SIX (6) MONTHS. ALL OTHER TEST BE OLDER j LABORATORYC. AN ASPHALT CONCRETE MIX DESIGN DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 367. DESIGN ALONG WITH THE THEORETICALDENSITY OF DETERMINED BY ASTM D2041. THE ASPHALT CONCRETE MIX SHALL MEET THE REQUIREMENTS O SECTION . OF STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. DATA ■ ! SHOWS THAT THE MATERIALS ARE SUBSTANTIALLY THE SAME AS PREPARED, i ■ CONTRACTOR i COSTS, r �...... - DESIGN a E ASSOCIATED rr.... TO THREE YEARS DESIGN. rt.: CONFORM 6. WHERE NEW ASPHALT CONCRETE PAVEMENT IS TO r SURFACES, THE EXISTING PAVEMENT BE SAW CUT IN + • STRAJGHT LINE, EITHER PARALLEL . • PERPENDICULAR CENTERUNE OF THE STREET, AND AT A MINIMUM DISTANCE OF ONE (1) FOOT FROM THE EXISTING EDGE OF PAVEMENT. 7. A PRIME - COAT WILL NOT BE REQUIRED ON NON-PAVED AREAS OF ASPHALT CONCRETE. HOWEVER, ALL OTHER REQUIREMENTS OF SECTION 39-4.01, "SUBGRADE." OF THE STANDARD +i SPECIFICATIONS a SHALL 8. THE rEA TO WHICH PAINT BINDER HAS r:EEN APPUED SHAH BE ! r '... TRAFFIC. r E SHALL is TRACKING , r 7j ', r BINDER MATERIAL ■SURFACEBEYOND ,, OF ., ` -. S. PAVINGLOCATED MATCHDESIGNED ■ LOCATIONS UNLESS w OTHERWISE PERMITTED i_ PRIVATE10. INTERSEC11ONS AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE CITY ENGINEER. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED AT ROAD CONNECTIONS AND DRIVES WHERE PLANS AND AS DIRECTED BY THE CITY ENGINEER AND SHALL BE HAND RAKED, IF NECESSARY, rCOMPACTED TO Or SMOOTH, TAPERED CONNECTIONS. 11. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS 0-.15 i OPERATIONSOT OR LESS, PAVING BE CONDUCTED NORMALLENGTH OF PAVEMENT ALONG THE LONGITUDINAL DROP-OFF BETWEEN ADJACENT LANES IS NOT GREATER THAN THAT WHICH CAN BE SURFACED DURING THE FOLLOWING SHIFT OF OPERATIONS. CONCRETE BE DROP-OFFS ON EACH LANE. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO w TEMPORARY r, i CONFORMS BEFORE i ARE OPENED i- rUC TRAFFIC. a PAPER, s■ !' OTHER APPROVED BOND BREAKER, MAY BE PLACED CONFORMS 7 FACIUTATE THE REMOVAL CONFORMS PAVING OPERATIONS RESUME. LAYER12. WHERE THE COMPACTED THICKNESS OF A OF ASPHALT CONCRETE rE THAN 0.15 FOOT, PAVING OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT THE LAYER OF ASPHALT CONCRETE IS PLACED ON ALL CONTIGUOUS LANES OF THE TRAVELED WAY BEFORE THE LANES ARE OPENED TO PUBUC TRAFFIC. AT THE END OF EACH WORK SHIFT, THE DISTANCE BETWEEN THE ENDS OF A LAYER OF ASPHALT CONCRETE ON ADJACENT LANES SHALL NOT BE GREATER THAN 10 FEET. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE a DROP-OFFS ASPHALT BE HAND : • !, RAKED sr AND COMPACTED TO FORM r TEMPORARY i, r a i CONFORMS .i BEFORE ,i ... LANES ,_ OPENED TO i PAPER, APPROVED i4w■ yND W=EAKER. MAY BE PLACED ASPHALTUNDER THE CONFORMS TO FACIUTATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. 13. BE COMPACTED i TO A MINIMUM r PERCENT r THEORETICAL r1 DENSITY AS j DETERMINED i D ' EDETERMINED WITH CALIFNIA TEST 375. l,, " DENSITY. IN ACCORDANCE 14. IF THE IN -PLACE DENSITY OF ANY LOT OF ASPHALT CONCRETE IS LESS THAN 92 PERCENT OR GREATER THAN 94 PERCENT OF THE MAXIMUM THEORETICAL E ADVISED THAT THE COMPACTIONREQUIRED RELATIVE L r AND THAT THE MATERIALS OR PROCEDURES SPREADINGBOTH, IF NEEDED, NEED ADJUSTMENT. ASPHALT CONCRETE OPERATIONS SHALL NOT CONTINUE UNTIL THE CONTRACTOR HAS NOTIFIED THE CITY ENGINEER OF THE ADJUSTMENT BE DORDER REQUIRED COMPACTION. DENSITYTEST AFTER NOTICE IS GIVEN DOES NOT MEET THE SPECIFIED RANGE, THE ASPHALT CONCREIE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT MEETS THE IN -PLACE REQUIREMENTS. RESULTS15. IF THE TEST r r MM RELATIVE COMPACTION a ASPHALT s r a r EITHER HER IIESS THAN 90% OR MORE THAN 96%, THE ASPHALT w CONCRETE IN -PLACE DENSITYSHALL BE REMOVED AND REQUIREMENT. BE AT THE CONTRACTOR'S COMPACTED16. THE FIELD DENSITY OF ASPHALT CONCRETEM A PROPERLY CAUBRATED NUCLEAR ASPHALT TESTING DEVICE IN THE FIELD, OR B. ASTM D1188 WHEN SLABS OR CORES ARE TAKEN w LABORATORY Y• • ATE MAY BE SUBSTITUTED WITH PARAFFIN. SPECIFIEDC. IN CASE OF DISPUTE, METHOD B ABOVE SHALL BE USED. 17. IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SURFACE TOLERANCES, SHALL BE BROUGHT i i y L w NCE BY EITHER:A. ABRASIVE GRINDING WITH EQUIPMENT UTIUZING DIAMOND BLADES, B. REMOVAL AND REPLACEMENT, OR PLACEMENTC. OF ASPHALT CONCRETE i OVERLAY. • ADDITIONAL` r' ■ O SPECIFIED SURFACE TOLERANCES. w PERFORMED, LONGITUDINALr OFFSET FROM. PARAI I FL TO, THE NEAREST LANE UNE OR PAVEMENT EDGE, r THE TRANSVERSE GRINDING" ABRASIVEPAVEMENT CENTERUNE. ALL GROUND AREAS SHALL BE NEAT RECTANGULAR AREAS OF UNIFORM SURFACE THE LAST FOUR PARAGRAPHS ■ OF SPECIFICATIONS. A FOG SEAL COAT SHALL Y APPLIED i ASPHALT SURFACES DEVELOPER'S r EXPENSE. THE FOG SEAL COAT SHALL BE EMULSION DIRECTED BY STREETSCITY ENGINEER. 19. ARTERIAL AND COLLECTOR STREET BASE MATERIAL SHALL BE CRUSHED AGGREGATE BASE (CAB) CONFORMING TO SECTION 200-2.2 OF THE "GREENBOOK". BASE MATERIAL FOR LOCAL BE CAB OR FINE GRADA11ON CRUSHED MISCELLANEOUS CONFORMING TO SECTION 200-2.4 OF THE - Ilk,,. IM,, y ■ O 50% OF THE VOWME TO BE RECLAIMED ASPHALT CONCRETE ■ CEMENT CONCRETE, LEAN CONCRETE BASE, TREATEDCEMENT iASE wf COMBINATION MATERIALS. OTHER r BASES BE AGGREGATE BASE SHALL BE COMPACTED TO A MINIMUM OF SECTION20. PAVING CONTRACTOR SHALL GRADE THE PAVING AREAS TO THE FOLLOWING MODIFIED CALTRANS STANDARD SPECIFICA110K " r IMMEDIATELY i PLACING SUBSEQUENT LAYERS OF MATERIAL 7N, THE GRADING PLANE SHALL CONFORM THE FOLLOWING: A. ASPHALT -+ CONCRETE ASPHALT a CONCRETE iASE IS M BE i PLACE y y i PLANE, THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN .04 VE OR THE GRADE ESTABUSHED BY THE ENGINEER. B. WHEN THE SUBBASE OR BASE MATERIAL (OTHER THAN ASPHALT CONCRETE BASE) IS M BE PLACE ON THE GRADING GRADE i 1 ! FOOT iVE OR BELOW THE TRENCHESTHE EXCAVATION OF TRENCHESOPEN-CUT FROM THE SURFACE OF THE GROUND EXCEPT MERE BORING IS REQUIRED. THE BE ON r A" r AND DETAIIFD THE i l ,.. -, 7 PLANS . PROPER ! j is ■ PIPE ■ i - SECTIONSTHE HOLES ■t i BELLS BE 7 III,, BY HAND, CONTRACTORS SHALL PROVIDING UNIFORM BEARING ALONG THE IENGTH OF THE PIPE. IT IS THE INTEN11ON OF THESE REQUIREMENTS TO PROVIDE FIRM, UNIFORM BEARING FOR THE PIPE. PROVIDE ACCORDANCE PROVIDED IN THE PLANS. SELEC11ON OF TRENCH TYPES WILL BE AS REQUIRED r. STANDARDY THE TYPES OF PIPE SELECTED FOR CONSTRUCTION. STORM DRAIN AND UTIUTY CONDUIT INSTALLATIONS SHALL MEET CATY !, TRENCH LINES SHALL MEET ALL STATE SAFETY REQUIREMENTS. ,, FEDERAL 7 2. BRACING w, SHORING EXCAVATION SHALL BE SUPPORTED i!i FORTH i RULES, ORDERS, ! REGULATIONS OF THE STATE DIVISION OF INDUSTRIAL SAFETY. IF THE CONTRACTOR DESIRES TO DEVIATE FROMORDERS, W SUSPENDREGISTERED CIVIL ENGINEER TO THE STATE DIVISION OF INDUSTRIAL SAFETY, JUSTIFYING THE ALTERNATE PROCEDURES TO BE USED. FAIWRE TO COMPLY WITH ANY OF THESE RULES, ORDERS AND REGULATIONS SHALL BE SUFFICIENT CAUSE FOR THE STATE DIVISIOK TO IMMEDIATELY ALL i # FOR ! OWED r BY CONTRACTOR BY SUCH AN EMERGENCY SUSPENSION SHALL NOT BE ALL. DURING = aCKFILLING, THE BOTTOM 7.RING SHALL BE ABOVE ! iACKFIH AT ALL TIMES. LABOR i REQUIRES SLOPINGSECTION 6422 OF THE CAUFORNIA DE TO THE ENGINEER A DETAILED PLAN, DRAWING THE DESIGN OF SHORING, BRACING, TO BE MADE BY THE CONTRACTOR iR THE PURPOSE OF •RKER PROTEC11ON FROM THE HAZARD OF • i OF TRENCHES NECESSARY THE CONSTRUCTION PROJECT. SUCH iLAN VARIES !OM THE SHORING ! r ,,.E a r R ! i i ORDERS,i r PREPARED r i BY REGISTERED THOSE CIVIL OR STRUCTURAL ENGINEER; HOWEVER, USE OF SYSTEMS THAT ARE LESS EFFECTIVE THEN REQUIRED BY i ! TRENCHES i.... y R i R ! y i OPEN ri # 7 ADVANCE THEREOF, _ " # BY ALL WORK SHALL CONFORM TO THE APPUCABLE SECTIONS OF THE AY SPECIFICATIONS, DATED JULY, 1992.BEDDING CLASS SHALL BE " 'tIPE OP11ONS.'STORM DRAIN AND U11UTY CONDUIT INSTALLATIONS SHALL BE IN ACCORDANCE WITH CITY STANDARD S-39, EXCEPT THAT COMPACTION SHALL BE NO LES!-�- THAN NINETY PERCENT = r FINISHED TO THIRTY INCHES (30-) FROM GRADE. ZACKFIH MATERIALS IN THE PIPE i PLACED IN LAYERS NOT TO EXCEED TWELVE (12) INCHES SIMULTANEOUSLY, ON PIPE, ....E MANNER AS NOT i DAMAGE OR DISlARB THE PIPE OR ITS AUGNMENTAND GRADE. "n':ACKFIH MATERIAL ABOVE THE PIPE ZONE SHAH BE FREE OF DEI ETERIOUS MATERIAL r AND WMPS OR STONES EXCEEDING THREE (3) INCHES IN GREATEST DIMENSION AND SHALL BE EXCEEDING SHALL BE THOROUGHLY COMPACTED BY VIBRATORY OR MECHANICAL TAMPING, OR BY A COMBINATION OF THESE METHODS. FLOODING AND JETTING SHALL NOT BE ALLOWED. THERE MUST BE AT ......... LEAST E FOOT OF COVER OVER THE PIPE BEFORE a......... BEDDINGABOVE THE PIPE ZONE WILL BE ALLOWED. IMPORTED BEDDING AND BACKFILL MATERIAL SHALL BE OBTAINED, AND ANY EXCESS r r i ■ w • a MATERIAL a SHALL ANY I a. MEANS AT DISPOSAL OF THE CONTRACTOR. THE CONTRACTOR SUBMIT TO THE ENGINEER SIEVE ANALYSIS !_ T 7 MATERIALS. ACHIEMNQ w BEDDING BELOW PIPE w ': ! r CONTRACTOR SHALL PROVIDE i '... w SPECIFICATIONS.BEDDING" SUPPORT FOR'THE PIPE BELOW THE SPRINGUNE. FIRM BEDDING MEANS THA THE PIPE MUST REST ON THE GRANULAR MATERIAL SPECIFIED PREVIOUSLY IN THE BEH OR COUPUNG HOLES SHALL BE CAREFULLY EXCAVATED AT BEDDING AND BACKFILLING, CONSOUDATION OF MATERIAL AROUND AND UNDER BELLS THAT NO PART OF THE LOAD IS SUPPORTED BY THE BELLS OR COUPUNGS. DURING + i ! i AVOIDED. CONTRACTOR SHALL SHOVEL-SUCE 7 TAMP BEDDING BENEATHTHIS WILL MINIMIZE VOIDS PIPE R ■ .ND IN THE HAUNCH AREAS. + i W OR ■ TAMPING yNE BEFORE BEDDING i TO THE QUARTER ',..i E i POINT O PIPE. IblITIAL B&CKEILL "BEDDING MATERIAL" AS SPECIFIED BY ASTM 2321-8 SHALL BE USED IN THE PIPE ,...■ a....KFILL. AFTER THE PIPE ■ PROPERLY LAID AND INSPECTED, IN111AL BACKFILL SHALL BE PLACED ON BOTH SIDES AND OVER THE PIPE TO SUCH A DEPTH THAT, AFTER THOROUGHi° r ` 7 SHALL BE PLANS. MATERIAL BE BY VIBRATORY i! OR TAMPING MECHANICAL EQUIPMENT MANNER OF TAMPING MUST BE APPROVED IN WRITING BY THE ENGINEER PRIOR TO COMMENCING OPERATION. IMPACT EQUIPMENT MAY BE ALLOWED UNDER THE DIRECTION OF THE ENGINEER. HOWEVER, THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE RESULTING FROM THE USE OF MS EQUIPMENT. HYDRA -HAMMER WILL NOT BE PERMITTED. TRENCHSUBSEQUENT BACKFILL. ABOVE THE LEVEL OF IN111AL BACKFILL, THE BE is ! MATERIAL RESULTING TRENCHOM OR OPTION AT THE CONTRACTOR, !' IMPORTED is MATERIALS BE MATERIAL OR IMPORTED i MATERIAL COMPACTED s TAMPING AND/OR O MATERIALUSING EQUIPMENT AND METHODS APPROVED BY THE ENGINEER. WHEN THE CONTRACTOR COMPACTS BY TAMPING AND/OR ROWNG, THE BACKnLL PLACED LAYERS DEPTH. EACH LAYER BEING THOROUGHLY COMPACTED BY TAMPING AND/OR ROLLING BEFORE LAYERS ! PLACED. GRADECOMPAC11ON OF SUBSEQUENT BACKRU WITHIN TWO AND ONE-HALF (2-1/2) FEET OF FINISHED PERMANENT SURFACING SHALL i' iAND/OR SPECIFIEDROWNG AS ABOVE. 7 STREETS, BACKFILL WITHIN TWO AND ONE-HALF (�-1/2) FEET OF FINISHED PERMANENT GRADE SHALL BE COMPACTED TO NINETY PERCENT (90%) RELATIVE COMPACTION. SUBSEQUENT BACKFILL PLACED BY TAMPING AND/OR IIM SHALL FROM i.... 7� ! 7 DIMENSIONS, 7 STONES r i ■ i GREATEST MATTEit OR OTHER ■ UNSATISFACTORY r: IN NO CASE j ■j, rl � O!ACKFILL Oi VED N WITHIN THE STREET. WHEN APPR BY THE , JETlING MAY BE USED IN NON -STREET AREAS. a • • a * # ': SHALL BE IN ACCORDANCE • M SECIION OF rSPECIFICATIONS,OF r UBUC WORKS, :. it ri yKFILL MATERIAL EQUIVALENT, OF MEET THE COMPACTION, SAND LAYERNEXT IS ■ D EACH LAYER OF BACKFIH SHALL BE THOROUGHLY COMPACTED TO THE RELA11VE COMPACTION OF NOT LESS THAN IS SHOWN ON CITY OF BAKERSFIELD STANDARD S-39 AS MODIFIED ON THE CONTRACT_ EXCEPT COMPACTION ROADWAY RELATIVE COMPACTION FOR THE TOP FINISHED 30". AND SHALL BE DETERMINED BY CAUFORNIA TEST METHODS 216 OR 231, " AND ONE OF THE FOLLOWINGOR D1556. IF THE RELAT`IVE COMPACTION, AS DETERMINED BY TESTING, FAILS TO MEET THE SPECIFIED PERCENTAGE, THE TRENCH SHALL BE COMPACTION TESTS WILL BE ■ rERS RESPONSIBIUTY. NUMBER AND LOCATIONS OF THE TESTS SHALL BE DETERMINED ENGINEER. +,,. � a ! ■ E is a �. � S - # ',. era � i L ! ! ' " # " ' i � " s ',. � -. BE TYPE "A" FOR PIPES UNDER AND ii FOR PIPES - r i DIAMETER LARGER. ` j - - iyNOTED BOTTOM iMANHOLE MANHOLE;ARREL AT THE OTHERWISE. THE OR SET ON N SHAH BE SET ON A 2" MORTAR 1. 11 DRAIN PIPE SMRMDRAIN ! ' i ! SHALL UTIUZE RCP PIPE, CLASS III NTH EA ■ w GASKET JOINTS ■ i ASTM SPECIFICATION r UNLESS OTHERWISEr: ON THE ',, I1 iCT i Y , S. REJNFORCED CONCRETE PIPE. REINFORCED CONCRETE PIPE SHALL CONFORM PROVISIONS ryi "REINFORCED r PIPE", i # # OF a _D SPECIFICATIONS :.: PROVISIONS. +.. j 7 AND SPECIAL a ! ! THESE EXCEPT AS OTHERWISE DESIGNATED BY CLASSIFICATION ON PLANS SPECIFICATIONS, i j CULVERT PIPES i CONFORM 7 " t ■',, " _ PLANS .:` STANDARD HYDROSTA11C TESTS SPECIFIED BY SECTION 65-1.08 *LAYING SIPHON AND PRESSURE PIPE-, OF THE STANDARD SPECIFICATIONS WILL NOT BE REQUIRED. REINFORCED CONCRETE PIPE SHALL HAVE RUBBER GASKETED JOINTS CONFORMING TO SECTION 65-1.06B, "RUBBER GASKETED JOINTS". OF THE STANDARD SPECIFICATIONS. HANDUNG OF MATERD BE IALS. ALL PIPE, FITIINGS, SPECIALS AND CASTINGS MUST CAREFULLY HANDI EAT AH TIMES. ONLY SUITABLE AND PROPER EQUIPMENT AND APPUANCES SHALL BE USED FOR THE SAFE LOADING, HAUUNG, UNLOADING, HANDUNG rr PLACING OF MATERIALS, SPECIAL CARE BE EXERCISED THAT r••••r RESIUENT JOINTS ON PIPE AND FITTINGS WIH NOT BE DAMAGED. ANY PIPE OR FIT`TINff WITH A JOINT DAMAGED OR FLATTENED NU CAUSE THAT PIPE OR FITTING TO BE RI ) . PIPEr INSPECTS L r r r + i + ■ ` ` a BOTTOMTHE CONDITION OF THE OF BE ACCORDANCE ! MANUFACTURER'S BEGINPIPE LAYING SHAH DOWNSTREAM OF : OR AS DIRECTED BY THE ENGINEER. PIPE LAYING SHALL PROCEED NTH EACH PIECE LAID TRUE TO UNE AND GRADE,AND IN SUCH A MANNER AS7 FORM A CLOSE CONCENTRIC JOINT ADJOININGNTH THE ! TO PREVENT SUDDENa i PROGRESSES, r...Y INTERIOR OF r....rE SHALL BE CLEARED IEBRIS OF O M WHEN THE CONDITIONOF TRENCH OR THE WEATHER IS UNSUITABLE. PROGRESS,r ', IS NOT IN r fPEN ENDS OF PIPE AND FITTINGS SHALL BE NTH BELLED END PIPE, BELL HOLES SHALL THEN BE EXCAVATED AT EACH JOINT TO FACIUTATE THE JOINT OPERA-TIONS, AND SHALL BE ONLY OF SUFFICIENT SIZE FOR THAT PURPOSE. IN ORDER THAT BEH HOLES MAY BE PROPERLY LOCATED, NOT MORE THAN SIX (6) HOLES SHALL BE AHEAD OF ACTUAL PIPE -JOINTTHE VARIA11ONS IN OPERATIONS. ! w _ i �■ w.. r r i ':: i iy� �■ j ■ CASING OR SMOOTH ji OUTSIDE + ■ PIPE y ■ a. PIPE SHALL BE INSTALI ED. IT SHALL HAVE EVEN BEARING THROUGHOUT ITS LENGTH AND SHALL SLORIJ TOWARD ONE END. SPACE BETWEEN CASING AND PIPEUNE SHALL BE BACKFILLED NTH SAND. IF THE PIPE AND CASING ARE INSTALLED BY BORING, THE SPACE AROUND THE CASING i E i i !d SPACE 1, i i .. A r r i 7 BETWEEN THE CASING AND THE PIPE SHALL BE SEALED WITH GROUT. THE STRENGTH OF PIPE DESIGNATED IN THE PLANS OR SPECIFICATIO14S IS DETERMINED FOR VER11CAL LOAD ONLY ANY i j REQUIRED BY BORING/JACKING OPERAIIONS SHAH BE ieNISHED AT THE CONTRACTOR'S i tji EXPENSE. CONTRACTORTHE SHALL SUBMIT APPROVAL ALL PLANS ... BORING/JACKING PRIOR BORING O R JACKING. BORING/JACKING OPERATIIONS SHALL BE ACCEPTEDCONSISTENT WITH CURRENT PROCEDURES.BORING SHALL NOT BE PERMITTED. THE CASING PIPE SHALL BE JACKED WITH SUCH PRECISION THAT WILL i R ! ALLOW REPLACEMENT ! i THE UNE AND GRADE AS INDICATED ON w : a . UPON COMPLE71ON THE INSTALLATION OF THE CASING AND INSTALLATION. OF THE PIPELINE r GRADE, . ! r! E* BETWEEN CASING OR r PIPE i AND COMPLETELY THE EXCAVA`TION SHALL BE COMPACTED SAND EQUIPMENT OR ANY OTHER MEANS ACCEPTABI F TO THE ENGINEER UPON HIS APPROVAL ! i ! '...E R ■ r w 7 r i i r . i r i■ i r MINOR STRUCTURES MINOR STRUCTURES. `.: CONFORM,CEMENT CONCRETE MINOR STRUCTURES SHALL DESIGN, r CONSTRUCTION, TO THE PROVISIONS OF SECTIONS 70-1.02 H OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MANHOLES SHALL CONFORM TO THE CITY OF BAKERSFIELD. STANDARDS ! i i i M . ! *� • M r STANDARD TEMPORARY a iGRATES PLANS. THE PRECAST E i,: TAPER, ■ i is r ECCENTRIC SECTIONS SHAH MEET THE STRENGTH REQUIREMENT OF ASST. • . EACH SUCCESSIVE MANHOLE SECTION SHAH w BE SET ON A BED OF PORTLAND CEMENT GROUT OR "KENT SEAL" TO MAKE A WATERTIGHT JOINT. SHALL BE NEATLY POINTED ON THE INSIDE, AND SHALL BE SET 1 s. MONUMENTSURVEY ! FRAME AND COVER NTH ENCASEMENTS SHALL `w ADJUSTED Gi5i INSTALLED NEW TO FINISH GRADE PLANS, ACCORDANCE NTH THESE SPECIAL PROV`ISIONS, AND CITY STANDARD S-29. THE SURFACE OF THE CONCRETE SHALL BE PROTECTED FROM PUBUC TRAFFIC FOR A MINIMUM OF THREE DAYS. CONTRACTORAT THE OPTION OF THE CONCRETE CONTAINING SEVEN SACKS OF CEMENT PER " M AND THE TIME REQUIRED FOR PROTECTION OF THE CONCRETE SURFACE FROM PUBUC TRAFFIC SHALL BE REDUCED TO i Y THE OTHERS. MONUMENT BE BY OWNER PROVIDE i',, CONTRACTOR SHALL a HOURS ARE REQUIRED ANY MONUMENT FRAME OR COVER DAMAGED BY THE CONTRACTOR OR HIS OPERATIONS SHAH BE REPLACED BY ` AT NO COST TO THE OWNER. STREETAN OPEN OBTAINED FROM: BAKERSFIELD iUBUC WORKS DEPARTMENT PERFORMED ACCEPTED STREET DEPOSITRIGHT-OF-WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, A BASED ON APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE r INSURANCE SHALL BE POSTED PRIOR TO ISSUANCE OF THE ■ ■ a- CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA Cl 20.00' 31.42' 20.00' 90w00' C2 20.00 31.38' 19.97' 89'54'385 C3 20.00' 31.45' 20.03' 90'05'22' C4 20.00' 32.71' 21.3S 93"41'44" R/W R/W 2.0% 1120! A.C. PAVE--J j COIA'IION .�/ 0.75' AGMOASE SIDEWAUC 1.Y COMPACTED O.G. PROPOSED asx RELATIVE DENSITY CURB & GUTTER A LOCAL STREET SECTION 3 SCALE: 1 "=10" HORIZONTAL 1'=6 VERTICAL 11=4.5 R=20 LEGEND: ABBREVIATIONS 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 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 ANT Q 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. --c>-- FURNISH do INSTALL STET LIGHT-5800 LUMEN PER C.O.B. STD. ST-14. -B- FURNISH & INSTALL STREET LIGHT--9500 LUMEN PER C.O.B. STD. ST-14. D- , ALL PHASES TO BE CONSTRUCTED SIMULTANEOUSLY 368 364 360 356 352 348 344 340 336 332 ACTON CT. SEE SHEET 5 P H A S E Gt•7 MONAHAN'STREET (STA. 10+95.00 TO 19+70.00) SCALE: 1" = 50' HORIZONTAL CORDELL WY. SEE SHEET 5 1 • Z I J J W O U 3 fi3 !i P H A-S E 3 D D 2 c..: �: W 91^- rn+ Ii l -j + rg. � -j 38 al :Ni 37 ;N 36 : � I N' : 3 4 �- aJ'd ,.cf . ,� I ,.935 i r to �' 00 i I am LL' u W i i C9 JI I > V 0 M I +� i I VOYAGEURS DR. SEE SHEET 4 AIR 10+00 11 +00 12+00 13+00 14+00 15+00 (STA. 10+95.00 TO 19+69.73) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 10' VERTICAL 368 364 360 356 352 348 344 340 336 332 10+00 16+00 17+00 18+00 19+00 11 +00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 (STA. 10+95.00 TO 19+69.73) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 10' VERTICAL RI-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: "R1-1' - STOP "Wi-7" - DOUBLE ARROW 'R6-1' - ONE WAY 'WI-6" - SINGLE ARROW "115-1" - 00 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 0112-1" - SPEED LIMIT 20 "W14-2" - NO OUTLET Ts FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT IR FURNISH & INSTALL IRRIGATION CONDUIT iC FURNISH & INSTALL INTERCONNECT CONDUIT ]R3 TRs IB FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT TR3=NO. 3 1/2 SIZE TR5=NO. 5 SIZE 1R6=N0. 6 SIZE Uj CURVE NUMBER FOR CURVE DESCRIPTION ALONG CURB QTAPER NUMBER FOR TAPER DESCRIPTION ALONG CURB O ITEM OF WORK - SEE SCHEDULE 368 364 360 356 352 348 344 340 336 332 368 364 360 356 352 348 344 340 336 332 CONSTRUCTION NOTES: NOTES: 2 TOP OF MANHOL.E/TOP OF ClEANOUT ELEVATION Q1 CONSTRUCT TYPE "8" CURB & GUTTER PER C.O.B. STD. ST-1. 1. SEE SEWER AND STORM MAIN PLANS FOR SEWER AND DRAIN PLANS AND DETAILS. STORM GRAIN LINE Q CONSTRUCT 5' COMBINATION SIDEWALK PER C.O.B. STD. ST-3. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B' A.C. OVER 0.75' AGGREGATE 0 SEE SEWER AND STORM BRAIN PLANS, STORM DRAIN MANHOLE BASE OVER 1.00' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY O CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL PER C.O.B. STD. ST-9. cstr® SEE SEWER AND STORM DRAIN PLANS, CATCH BASIN UNIT STANDARD PLAN R.S.P. A88A-CASE A. 3. MOUNTAIN VISTA DR. - PAVEMENT TO BE OW TYPE 'B' A.C. OVER 0.95' AGGREGATE PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS BASE OVER 1.00' COMPACTED O.G. TO BE COMPACTED TO 95X RELATIVE DENSITY . g SANITARY SEWER LINE STANDARD SPECIFICATION PTH-02ALKYD. PER C.O.B. STD. ST-9. O CONSTRUCT 6' WIDE CROSS GUTTER PER C.O.B. STD. ST-17. COMPACT SUBGRADE 4. PANAMA LANE - PAVEMENT TO BE 0.4V TYPE 'B" A.C. OVER 1.55' AGGREGATE SEE SEWER AND STORM DRAIN PLANS, SEWER MANHOLE TO 95% OF MAX. TO 10 BEYOND GUTTER UP TO A DEPTH OF 120. BASE OVER 1.00! COMPACTED C.G. TC BE COMPACTED TO 95X RELATIVE DENSITY INSTALL W-31(CA) SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY PER C.O.B. STD. ST-9. SEE SEWER AND STORM GRAIN PLANS. SEVER CILEANtxUT © OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED SIMULTANEOUSLY 5. ALL CATCH BASINS TO BE TYPE "A' IMTH 15' OPENINGS PER C.O.B. STD. D-14, REMOVE AND SALVAGE SIGN WITH CONSRUCTION OF ADJACENT PHASE UNLESS NOTED OTHERWISE. CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS PER C.O.B. STD. ST-4. (UNLESS OTHERWISE NOTED) INSTALL END -OF -STREET STANDARD TYPE NI BARRICADE PER CALTRANS A73C SEE DETAIL ON SHT. 7 PHASE BOUNDARY ■i■� ■ ■ �■■�■ ■ ■ ■�■ ■ ■ TRACT BOUNDARY ® CONSTRUCT 6' COMBINATION SIDEWALK PER C.O.B. STD. ST-3. " P SCALE: 1 = 50 -- PROPOSED EDGE OF PAVEMENT SECTION DESIGNATION: 25 0 50 100 CTION LETTER A 50 12.5 - - - - - ---- - SECTION LINE HET SECTION IS LOCATED /- 6,�dcl-3 MONAHAN ST. SEE SHEET 3.. . 1 H A S E PANAMA LN. SEE SHEET 6 368 364 360 356 352 348 344 340 336 332 368 364 360 356 352 348 344 340 336 332 - S-16.1-goo N 0 N nTI z9) J + Q a En 55 1 54 Q c I q ALL PHASES TO BE STA. 16+45.72 TO 19+40.27 CONSTRUCTED SIMULTANEOUSLY SCALE: 1" = 50' HORIZONTAL (STA. 16+45.72 TO 19+40.27) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 10' VERTICAL 16+00 17+00 18+00 (STA. 16+45.72 TO 19+40.27) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 10' VERTICAL LEGEND: ABBREVIATIONS FL FLOWUNE 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 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. @ 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. -c7- FURNISH & INSTALL STREET LIGHT--SM LUMEN PER C.O.B. STD. ST-14 -cam-- FURNISH & INSTALL STREET LIGHT--9500 LUMEN PER C.O.B. STD. ST-14 27 I J V II J Ito+ S N N ab. -i =28 a V 4 � III 11 I111, 29. MURFREESBORO DR. SEE RIGHT r� H A S E 1 368 364 360 356. 352 348 344 340 336 332 368 364 360 356 352 348 344 340 336 332 368 368 364 364 360 360 356 356 352 352 348 348 344 344 340 340 336 336 332 332 RI-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: "RI-1" - STOP "WI-7" - DOUBLE ARROW "116-1" - ONE WAY 'WI -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-i" - KEEP RIGHT "S5-2" - END SCHOOL ZONE "R81(CA)" - BIKE LANE "S4-2" - WHEN CHILD! ARE PRESENT "W31(CA)' - END "S4-3" - SCHOOL. "WI4-1" - DEAD END 0112-1" - SPEED LIMIT 20 "W14-2" - NO OUTLET Ts FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT IR FURNISH & INSTALL IRRIGATION CONDUIT Ic FURNISH & INSTALL INTERCONNECT CONDUIT 183 TR5 TR6 FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT TR3--NO. 3 1 /2 SIZE TR5=NO. 5 SIZE TR6=N0. 6 SIZE (j CURVE NUMBER FOR CURVE DESCRIPTION ALONG CURB OTAPER NUMBER FOR TAPER DESCRIPTION ALONG CURB O ITEM OF WORK - SEE SCHEDULE MONAHAN ST. SEE SHEET 3 . n . • a IN lZtQO 3+00 (STA. 10+00.00 TO 14+01.06) SCALE: 1" = 50' HORIZONTAL �mm N.no 10+00 11 +00 12+00 (STA. 10+00.00 TO 14+01.06) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 10' VERTICAL I i ! Nrn oo �q* I 27zN} + Na N� + � 68 6 C.. � I W -1 �-- J r- .�- c� 41 a I ' I I= -4 00v1-'. rN I 0 f rn PORARY TUR OUNO ci � o m CONSTRUCT PER TY OF CD I° c �' 30T5 N j o N Q BAKERSFlELO STD! DETAIL T-14 W d 1 c sh DOCUM 0214135958 w r I + '� /w CD Z o cn C w L C3 0 '� �'' L'O (D S 89'06'17" E ' 11 +00� "' t� ? I _ + 154�08�� _ t� 12+00 ,- �_ . S �T- 1 I- - ---�- -�W-31 WITH > o ftf }� OM4-3 MARKER cn ►q -��-- I " �C z I 1 rt f iN 2 1-• I f p o04 '' ! 3 N C3 1 du: I 3 1 h� I 0)W 67 66 °� M 0 i O z j gun i �¢� o~ col31 1 Zu VOYAGEURS DR. J d. SEE LEFT =MURFREESBORO DRIVE v c000 (STA. 10+00.00 TO 11 +54.08) ©^ SCALE: 1" = 50' HORIZONTAL ; ;7 c{°o N 14+00 10+00 11 +100 12+00 13+00 14+00 (STA. 10+00.00 TO 14+01.06) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 10' VERTICAL CONSTRUCTION NOTES- 368 364 360 356 352 348 344 340 336 332 368 368 364 364 360 360 356 356 352 352 348 348 344 344 340 340 336 336 332 332 • _la2 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION Q CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST-1. STORM BRAIN LINE Q CONSTRUCT 5' COMBINATION SIDEWALK PER C.O.B. STD. ST-3. 0 SEE SEWER AND STORM DRAIN PLANS, STORM DRAIN MANHOLE O CONSTRUCT HANDICAP RAMP PER CALIRANS 2002 REVISED DUAL cstr® SEE SEWER AND STORM BRAIN PLANS. CATCH BASIN UNIT STANDARD PLAN R.S.P. A88A-CASE A. PAINT 10 LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS g SANITARY SEWER LINE STANDARD SPECIFICATION PTH-02ALKYD. CONSTRUCT 6' WIDE CROSS GUTTER PER C.O.B. STD. ST-17. COMPACT SUBGRADE ® SEE SEWER AND STORM DRAIN PLANS, SEWER MANHOLE TO 95% OF MAX. TO 12" BEYOND GUTTER UP TO A DEPTH OF 12". INSTALL 1A(CA) SIGN NTH OM4-3 R AT PHASE BOUNDARY ® SEE SEWER AND STORM BRAIN PLANS. SEWER CLEANOUT © SIMULTTANEOUSLY OF TRACT IF DJACENT PHASE IS NOT CONSTRUCTED SIMULTANEOUSLY REMOVE AND SALVAGE SIGN WITH CONSRUCTIO N OF ADJACENT PHASE . = CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS PER C.O.B. STD. ST-4. (UNLESS OTHERWISE NOTED) O INSTALL END -OF -STREET STANDARD TYPE III BARRICADE PER CALTRANS A73C SEE DETAIL ON SHT. 7 PHASE BOUNDARY ■ ■ �■ ■ ■ ■■�� ■ ■ ■■■ TRACT BOUNDARY ® CONSTRUCT 6' COMBINATION SIDEWALK PER C.O.B. STD. ST-3. -- --- PROPOSED EDGE OF PAVEMENT SECTION DESIGNATIQN: CTIOI LETTER A SECTION LINE SHEET SECTION IS LOCATED 368 364 360 356 352 348 344 340 336 332 11 +00 (STA. 10+00.00 TO 11 +54.01) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 10' VERTICAL 12+00 N iA w to n eEX113TING Q GROUND W S- - - - -- - - - - R )POSED SOUTH OWLINE ■ ■ 11 +00 12+00 (STA. 10+00.00 TO 11 +54.09) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 10' VERTICAL NOTES: 1. SEE SEWER AND STORM MAIN PLANS FOR SEWER AND DRAIN PLANS AND DETAILS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 0.75' AGGREGATE BASE OVER 1.00' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST-9. 3. MOUNTAIN VISTA DR. - PAVEMENT TO BE 0.30' TYPE "B" A.C. OVER 0.95' AGGREGATE BASE OVER 1.00' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST-9. 4. PANAMA LANE - PAVEMENT TO BE 0.45' TYPE 'B' A.C. OVER 1.55' AGGREGATE BASE OVER 1.00' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST-9. 5. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. 0-14. UNLESS NOTED OTHERWISE. 368 364 360 356 352 348 344 340 336 332 368 364 360 356 352 348 344 340 336 332 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA Cl 20.00' 31.42' 20.00' 90'DO'00" C2 20.00' 32.71' 21.33' 93.41'44' C3 35.00' 13.70' 6.94' 22 2535" C4 84.00' 203.27' 222.57' 138.38'47" C5 35.00' 57.30' 37.40' 9Y4736" C6 20.00' 31.38' 19.97' 89054'38" C7 20.00' 31.45' 20.03' 90'05'22" C8 30.00' 47.12' 30.00' 9Ow'00" C9 1 500.00' 32.25' 16.13' 3'41'44" SCALE: 1 "=50' 25 0 50 100 Dm 50 12.5 '�IIIIIIIII H A S E 3 45 W- ;ic- W z Zap I VU _ 88" co I onl 01 j 44 aQ Nc�nl I 43 42 oc � I N O O cics I 00 1 41 mad 368 364 360 '. 356 352 348 344 340 336 '. - 10+00 368 364 360 356 352 348 344 340 336 33 MONAHAN ST. 1 H A S E , SEE SHEET 3 ACTON COURT (STA. 10+00.00 TO 11 +73.65) SCALE: 1" = 50' HORIZONTAL Mum L4 IL Z W J L = LA J W ILL {i mwill Q 0 ci Q m + U W a a fiJ N AI$RQOOSEI)WEST FOWLNE 11 +00 12+00 (STA. 10+00.00 TO 11 +73.65) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 10' VERTICAL Mimi mmm 10+00N� 0 11 +00 12+00 (STA. 10+00.00 TO 11 +73.65) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 10' VERTICAL LEGEND: ABBREVIATIONS FL FLOWLNE 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 PI VC 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 (i FURNISH & INSTAL. SURVEY MONUMENT PER C.O.B. STD. ST-13. EXISTING SURVEY MONUMENT + FURNISH & INSTALL STREET SIGN PER C.O.B. SM. 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. -a- FURNISH & INSTALL STREET UGHT--9500 LUMEN PER C.O.B. SM. ST-14. 12 . 12+45.42, F.L. 13 1 9P.: F H A S r 1 ZN r A l IS E 3 kill, ri 'zo 0: 03 +' MLo � A EXISTING CURB AND GUTTERI's_ ON h Njq t. �, .a---,. _......._..._.._....�._..,..____ ....... N , uNq L'Ik STREET Q�1ZM t1' J N EAIING EDGE OF PAVEM ''so'' III, !,,III lie-yo-V IIIIIIIIIIIII01 E... IIII 00 20 1+o0 22+00 + o 23+00 4 uj 00 1 C9 o STA. 20+ 53 93. F.L. a pf4 5 C a R/W~� LANDSCAPE _ 8 z as r- EASEMENT '- I z� / `N oa I =+ / I =a- we! g g =Ic / 1 _. I a� �cwo j 0,46 r I WNo os T 1 1 No \< P AMA L . MOUNTAIN VISTA DRIVE EET 6 BALMORHEA STREET (STA. 19+53.56 TO 23+21.20) . .. ALL PHASES TO BE SCALE: 1" = 50' HORIZONTAL (STA18+1002 TO 19+7616 } CONSTRUCTED SIMULTANEOUSLY ALL PHASES TO BE SCALE: 1 = 50 HORIZONTAL CONSTRUCTED SIMULTANEOUSLY 368 368 364 364 360 360 356 356 352 352 348 348 344 344 340 340 336 336 332 332 368 368 364 364 360 360 356 356 352 352 348 348 344 344 340 340 336 336 332 332 1 I I I 1 Imo; a'"1i,r'R'1►,' �l��i T����1���T�T : ■� Cal TT . ���� Tl�� .. ■TlTl�� :r m 11R. ME . m T ED] Em amm Mill is 13 a a �IN' '• WHOM ,tea Tii�■i■'1 _ ' ����.■.:... �..._ _, mm • ' ���� - ®mm_ m mmmm 18+00 19+00 20+00 (STA. 18+10.02 TO 19+76.16) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 10' VERTICAL mmm ��T���TT����I - r• �� �� .. T��T�i� ' iT�f� • fiiii r +r-ss- ir. t rt=l. rivl%r. t�r-..--• i..r".: J 18+00 19+00 (STA. 18+10.02 TO 19+76.16) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 10' VERTICAL R1-1 i FURNISH & INSTAL_ TRAFFIC SIGNS PER C.O.B. STD. T-19: "R1-1" - STOP "W1-7" - DOUBLE ARROW 'R6-1' - ONE WAY 'Wt-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 SCHOOLZONE 'R81(CA)' - BIKE LANE "S4-2" - WHEN CHILDREN ARE PRESENT "W31(CA)" - END "S4-3" - SCHOOL "W14-1" - DEAD END 0R2-1" - SPEED OMIT 20 "W14-2' - NO OUTLET Ts FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT iR FURNISH & INSTALL IRRIGATION CONDUIT ic FURNISH & INSTAL_ INTERCONNECT CONDUIT TR3 TR5 FURNISH & INSTAL. SPUCE BOX FOR INTERCONNECT TR3=NO. 3 1 /2 SIZE TR5=NO. 5 SIZE TR6=N0, 6 SIZE (� CURVE NUMBER FOR CURVE DESCRIPTION ALONG CURB OTAPER NUMBER FOR TAPER DESCRIPTION ALONG CURB O ITEM OF WORK - SEE SCHEDULE 368 364 360 356 352 I' 348 344 I i 340 336 20+00 368 364 360 356 352 348 344 340 336 332 mi.2 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION STORM DRAIN UNE 0 SEE SEWER AND STORM DRAIN PLANS, STORM DRAIN MANHOLE T 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 x CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS PER C.O.B. STD. ST-4. (UNLESS OTHERWISE NOTED) PHASE BOUNDARY �■■�■■�■■s TRACT BOUNDARY PROPOSED EDGE OF PAVEMENT SECTION DESIGNATION: CTI{NN LETTER A SECTION LINE 1 SHEET SECTION IS LOCATED 368 364 360 356 352 348 344 340 336 332 • 'KEFT VeKMIT yw » N a.. ow - O! M M N > EXISTI ROUND Q Ww EN 11 4- a- y 47 a4 Q W J W c a 19+00 20+00 21 +00 (STA. 19+53.56 TO 23+50.00) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 10' VERTICAL Ca Q30' AG PAYING) 00SflNG PAVOIdIT 0.80' �C VARIES 1' - 3�5 O� MAQG. BASE q SAINCUT t' BEYOND EpS7riG 1 0.501`h6a COAPAC7ED 0.& 1 EDGE OF PAVDADIT 95X RELATIVE DENSITY B OUNTAIN VISTA DR. SECTION 5 scn�: ]"=10' HORIZONTAL n=6 R=,,, 22+00 23+00 24+00 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA Cl 20.00' 31.42' 20.00' 90'00'oo" C2 35.00' 27.13' 14.29' 44-24'55" C3 42.00' 197.06' 42.87' 268'49'50" C4 500.00' 64.42' 32.26 7*22'57" C5 20.00' 33.23' 21.90' 951 V40" C6 30.00' 7.22' 3.63' 13'47'48" C7 36.77' 40.77' 22.77' 63'31'42" C8 CS 4200' 42.00' 187.31' 187.31' S4.22' 54.22' 255.31'45' C9 C9 30.�' 30.00' 4717' 47.17' 30.Q5' 30.05' 90b5'22" 1 =5' VERTICAL 3° CONSTRUCTION NOTES: NOTES: �1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST-1. 1. SEE SEWER AND STORM MAIN PLANS FOR SEWER AND DRAIN PLANS AND DETAILS. 0 CONSTRUCT 5' COMBINATION SIDEWALK PER C.O.B. STD. ST-3. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B' A.C. OVER 0.75' AGGREGATE BASE OVER 1.00' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY OCONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL PER C.O.B. STD. ST-9. UNIT STANDARD PLAN R.S.P. A88A-CASE A. 3. MOUNTAIN VISTA DR. - PAVEMENT TO BE 0.30' TYPE "B" A.C. OVER 0.95' AGGREGATE ® PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS BASE OVER 1.00' COMPACTED. O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY STANDARD SPECIFICATION PTH-02ALKYD. PER C.O.B. STD. ST-9. CONSTRUCT 6' WIDE CROSS GUTTER PER C.O.B. STD. ST-17. COMPACT SUBGRADE 4. PANAMA LANE - PAVEMENT TO BE 0.45' TYPE "B" A.C. OVER 1.55' AGGREGATE TO 95% OF MAX. TO 12" BEYOND GUTTER UP TO A DEPTH OF 12'. BASE OVER 1.00' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY INSTALL W-31{CA) SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY PER C.O.B. STD. ST-9. OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED SIMULTANEOUSLY 5. ALL CATCH BASINS TO BE TYPE "A' WITH 3.5' OPENINGS PER C.O.B. STD. 0-�14. REMOVE AND SALVAGE SIGN WITH CONSRUCTION OF ADJACENT PHASE UNLESS NOTED OTHERWISE. Q INSTALL END -OF -STREET STANDARD TYPE III BARRICADE PER CALTRANS A73C SEE DETAIL ON SHT. 7 ® CONSTRUCT 6' COMBINATION SIDEWALK PER C.O.B. STD. ST-3. 1 REV iSIONS APOVEC) PIS, pY; IO, )) NEp� � SCALE: 1 50 raar LAI Ill 25 0 50 No.55102 U fR.C.E. �5102 DATE 12.5 'l C'1� O V7 holo 368 364 360 356 352 348 344 340 336 332 100 0 L 04 o cD z LLI z cD z W CD z Lij ��IIIIIIII >JlK 5MOP-Mc R. C. E, 46185 DkT /I/ 6da If j 368 364 360 356 352 348 344 340 336 lzlzn 9+00 0 0 111E OE 11 F= .10 LA: -cc 09 + 0 z CU cn g 8 c0 + cn N 1` cn 011+ 0 ........... . LA6 12+00 13+00 3�\ EXISTING R/W _Z7 0 -1 4+�q�OO i54700- ANDSCAPE EASEMENT_____7 Ile Z.' I' ` � - + 4 12 '' � P H A S rr- � I �� I ,� i `i MOUNTAIN M A DR. SEE SHEE 10+00 11+00 12+00 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA Cl 3O.W 47.17' 30.05' 90b5'22" C2 30.00' 47.12' 30.00' 909001007 LEGEND: ABBREVIATIONS FL FLOWLINE POVC POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE 8CR 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 Qi FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. SM. ST-13. @ EXISTING SURVEY MONUMENT + FURNISH & INSTALL STREET SIGN PER C.O.B. SM. T-1. + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. SM. T-1. FURNISH & INSTALL STREET LIGHT -WOO LUMEN PER C.O.B. SM. ST-14. FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. SM. ST-14. 13+00 14+00 15+00 FUTM Id MM M ClITY OF BAKOMW STANDARDS 1-4, T-8* T-17 RI -I FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. SM. T-19: ORI-10 - STOP "WI-7" - DOUBLE ARROW "R6-1 * - ONE WAY "WI-6" - SINGLE ARROW *R5-1' - 00 NOT ENTER wWl-ln - CURVE ARROW -R26(CA)m - NO PARKING 'W3-37 - SIGNAL AHEAD *R3-5ir - RIGHT TURN ONLY 00-1n - STOP MEAD *R4-7* - KEEP RIGHT "S5-2n - END SCHOOL ZONE 'R81(CA)' - BIKE LANE *S4-27 - WHEN CHILDREN ARE PRESENT =W31(CA)m - END *S4-3" - SCHOOL "WI4-1" - DEAD END OR2-Im - SPEED LIMIT 20 "W14-2" - NO OUTLET Ts FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT -IR FURNISH & INSTALL IRRIGATION CONDUIT FURNISH & INSTALL INTERCONNECT CONDUIT IC TR3 TR5 FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT TR3=NO. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=NO. 6 SIZE O CURVE NUMBER FOR CURVE DESCRIPTION ALONG CURB OTAPER NUMBER FOR TAPER DESCRIPTION ALONG CURB ITEM OF WORK - SEE SCHEDULE si i� cc LL: x Go -i 0 11 r -.� LL:im0 LcL: Lj 0: r, C3 C3 0 wm ac ": ad w- ou A N If 1'r 196 "ro 09 06N + w to z=0 0 UN D CFI S IX E Wr Preg M t*r Q J ci w ON + CD do Za + EXISTING R/W cn 00 cn - ov, 77 FUTURE MEDIAN SEE DETAIL C SHEET 6 20+00 171-� rl _r r_rlrrrr"r_rTT7lrTlrrT n T"rlror"v 21+00 C2 _'�ILANDSCAPE Of Rj`W EASEMENT C> 13 loe -'Al 20 T8 21 29 Jelol 28 3 1_101 27 COR ELL WY. PANAMA LANE SEE SHEET 4 (STA. 10+00.00 TO 23+13.20) SCALE: 1" = 50' HORIZONTAL 00 17+00 18+00 (STA. 10+00.00 TO 23+13.20) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 10' VERTICAL PROP05F-r? VAFNES 41.0(r-53.0(f w 11 .45! TYPE *A7 A.C. PAWO-J 1.2 5 'r.W AM ::1 0.80 -t.W COWACIED 0.0. Tl 95% RELATIVE DENSITY VARIES 061 XM _'�GLOCIC WALL l 1 -5INj 3-4X MAX.. 2.0% 4-. 1 MAX LANDSCAPE AREA . rc4\ PANAMA LANE SECTION 6 SCALE: I"-10* HORIZONTAL •=5 VERTICAL R="M 11=9 30 / 1\ 3a2 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION STORM BRAIN LINE 0 SEE SEWER AND STORM BRAIN PLANS, STORM DRAIN MANHOLE SEE SEWER AND STORM DRAIN PLANS, CATCH BASIN SANITARY SEWER LINE SEE SEWER AND STORM DRAIN PLANS, SEWER MANHOLE 0 SEE SEWER AND STORM DRAIN PLANS, SEWER CLEANOUT Kmom CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS PER C.O.B. SM. ST-4. (UNLESS OTHERWISE NOTED) PHASE BOUNDARY TRACT BOUNDARY PROPOSED EDGE OF PAVEMENT SECTION DESIGNATION: CTION LETTER A SECTION LINE ET SECTION IS LOCATED i 21+00 22+00 23+00 cl + cn 68 CONSTRUCTION NOTES: NOTES: 0 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. SM. ST-1. 1. SEE SEWER AND STORM DRAIN PLANS FOR SEWER AND BRAIN PLANS AND DETAILS. 0 CONSTRUCT 5' COMBINATION SIDEWALK PER C.O.S. SM. ST-1 2. LOCAL STREETS - PAVEMENT M BE 0.20' TYPE "B' A.C. OVER 0.7,5! AGGREGATE BASE OVER 1.00! COMPACTED O.G. TO COMPACTED TO 95% RELATIVE DENSITY CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL PER C.O.B. SM. ST-9. UNIT STANDARD PLAN R.S.P. A88A-CASE A. 3. MOUNTAIN VISTA DR. - PAVEMENT TO BE 0.30' TYPE 'B' A.C. OVER 0.95! AGGREGATE PAINT lt LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS BASE OVER 1.06 COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY STANDARD SPECIFICATION PTH-02ALKYD. PER C.O.B. STD. ST-9. 0 CONSTRUCT 6' WIDE CROSS GUTTER PER C.O.B. SM. ST-17. COMPACT SUBGRADE 4. PANAMA LANE - PAVEMENT TO BE 0.45, rff '80 A.C. OVER 1.56 AWREGATE M 95% OF MAX. TO lt BEYOND GUTTER up M A DEPTH OF 120. BASE OVER 1.06 COMPACTED O.G. TO BE COMPACTED M 959E RELATIVE DENSITY INSTALL W-31(CA) SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY PER C.O.B. SM. ST-9. mAm 15' OPENINGS PER C.O.B. SM. 0-14. OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED SIMULTANEOUSLY 5. ALL CATCH BASINS TO BE TYPE WITH REMOVE AND SALVAGE SIGN WITH CONSRUCTION OF ADJACENT PHASE UNLESS NOTED OTHERWISE 0 INSTALL END -OF -STREET STANDARD TYPE III BARRICADE PER CALTRANS A73C SEE DETAIL ON SHT. 7 CONSTRUCT 6' COMBINATION SIDEWALK PER C.O.B. SM. ST-3. KE1l15510145 APPKOWED 15Y-, 0; e NEP NX% No. 55102 0 00 R 0 kNt i Lve IR, c - 1-. 1551 m I)A-TF- 1 50 R/17 IZou, J1 K 5C HKOE1 E R K.C.E. 46165 PKM A- Z%l 1A. /%- _& 368 364 360 356 352 348 344 340 336 332 24+00 SCALE: 1 50' 25 0 SO 100 12.5 1. / 3 u ETAIL s- - - - - - J-D D D LEGEND: ABBRE\ AA11ONS FL FLOWLINE POVC POINT ON VERTICAL CURVE CL CENTERUNE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE EICR BEGIN CURB RETURN Pi POINT OF INTERSECTION ECR END CURB RETURN PRC POINT OF REVERSE aJRVATURE 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 INVEIIT RCP REINFORCED CONCRETE PIPE G.B. GRADE BREAK RGJ RUBBER GASKETED JOINT @) FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. SM. ST-13. @ EXISTING SURVEY MONUMENT + FURNISH INSTALL STREET SIGN PER Q0.8. SM. T-1. + RJRNISH INSTALL METRO STREET SIGN PER C.O.B. FURNISH & INSTALL STREET UGHT-5800 WMEN PER C.O.B. SM. ST-1 FURNISH & INSTALL STREET UGHT-9500 LUMEN PER Q0.8. SM. ST-1 km PANAMA LANE F H A S F 3 lc* MT R 5 7 All I Ll Kyj L 10+00.00 TO 16+45.72) SCALE: 1" = 50' HORIZONTAL TYPE IV ARROW TYP. 23+00 A A R� z N M Z < a- P H A S r w RI-1 CONSTR ION NOTES: U-c-T NOTES* FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. '100 2 TOP OF MANHOUE/TOP OF CLEANOUT ELEVATION CONSTRUCT TYPE 'OBO CURB & GUTTER PER C.O.B. SM. ST-1. 1. SEE SEWER AND STORM DRAIN PLANS FOR SEVIER AND BRAIN PLANS AND DETAILS. "RI-1" - STOP "WI-7* - DOUBLE ARROW OR64, - ONE WAY "WI-6" - SINGLE ARROW STORM BRAIN UNE CONSTRUCT 51 COMBINATION SIDEWAIX PER C.O.B. SM. ST-3. 2. LOCAL STREETS - PAVEMENT TO BE 0.20" TYPE '980 A.C. OVER 0.76 AGGREGATE "R5-1" - DO NOT ENTER "WI-l" - CURVE ARROW 0 SEE SEVIER AND STORM BRAIN PLANS, STORM DRAIN MANHOLE BASE OVER 1.00' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY -R26(CA)- - NO PARKING "R3-5R" "W3-3* - SIGNAL AHEAD 'mW3-1* SEE SEVIER AND STORM DRAIN PLANS, CATCH BASIN CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL UNIT STANDARD PLAN R.S.P. A88A-CASE A. 3. PER C.O.B. SID. ST-9. MOUNTAIN VISTA DR. - PAVEMENT TO BE 0.30! TYPE A.C. OVER 0.95' AGGFtECATE - RIGHT TURN ONLY - STOP AHEAD 4a> PAINT 12� UNIT LINE USING THERMOPLASTIC PAINT PER CALTRANS BASE OVER 1.00! COMPACTED O.G. M BE COMPACTED TO 95% RELATIVE DENSITY *R4-7" - KEEP NIGHT "S5-27 - END SCHOOL ZONE SANITARY SEWER LINE STANDARD SPEOIFICATION PTH-02AIXYD. PER C.02. SM. ST-9. "R81(CA)" - BIKE LANE *S4-27 - WHEN DUREN ARE PRESENT S - - ------- CONSTRUCT 6' 'WIDE CROSS GUTTER PER CO.B. STD. ST-17. COMPACT SUBGRADE 4. PANAMA LANE - PAVEMENT TO BE OAV TYPE 'B" A.C. OVER 1.55! AGGREGATE W31(CA)- - END "S4­3m - SCHOOL SEE SEWER AND STORM DRAIN PLANS, SEWER MANHOLE M 95X OF MAX. M 127 BEYOND GUTTER UP TO A DEPTH OF 12m. BASE OVER 1.00' COMPACTED O.G. M BE COMPACTED M 95X RELATIVE DENSITY nWI 44m - DEAD END "R2-1" - SFM UNIT 20 INSTALL W­31(CA) SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY PER C.O.B. SM. ST-9. OWI 4-2m - NO OUTLET 0 SEE SEVIER AND STORM DRAIN PLANS, SEWER CLEANOUT OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED SIMULTANEOUSLY 5. ALL CATCH BASINS TO BE TYPE mg VITH 3.5' OPENINGS PER C.O.B. STD. 0-14, REMOVE AND SALVAGE SIGN VATH CONSRUCTION OF ADJACENT PHASE UNLESS NOTED OTHERWISE. Tc FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3" VANGS PER C.O.B. SM. ST-4. (UNLESS OTHERWISE NOTED) INSTALL END -OF -STREET STANDARD TYPE Ill BARRICADE PER CALTRANS A73C IR FURNISH & INSTALL IRRIGATION CONDUIT SEE DETAIL ON SHT. 7 PHASE BOUNDARY Ic FURNISH & INSTALL INTERCONNECT CONDUIT 7RACT BOUNDARY CONSTRUCT 6' COMBINATION SIDEWALK PER C.O.B. SM. ST-3. TR3 TR5 FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT TR3=NO. 3 1/2 SIZE TR5=NO. 5 SIZE TR6=NO. 6 SIZE PROPOSED EDGE OF PAVEMENT .o­1 ul CURVE NUMBER FOR CURVE DESCRIPAON KONG CURB SECTION IGNA N: SCALE: 1 =50 TAPER NUMBER FOR TAPER DESCRIPTION ALONG CURB 'ON LETTER ITEM OF WORK - SEE SCHEDULE 25 0 50 100 SECTION LINE <E'ET 50 12-5 SEC11ON IS LOCATED r-A