Loading...
HomeMy WebLinkAbout1.1-6825 Ph 2 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. CONTRACTOR SHALL VERIFY LOCATIONS AND ELEVATIONS OF EXISTING STORM DRAIN LINES THAT THE NEW SYSTEM TIES INTO PRIOR TO TRENCHING. ANY DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER SO THAT ANY NECESSARY ADJUSTMENTS MAY BE MADE. UTILITIES SHALL BE THOROUGHLY RESEARCHED AND LOCATED BY CONTRACTOR PRIOR TO TRENCHING. CROSSING UTILITIES SHALL BE DAYUGHTED AND CHECKED FOR GRADE, BY CONTRACTOR PRIOR TO TRENCHING. ALL EXISTING IMPROVEMENTS, (CURB,GUTTER, SIDEWALK, CROSS GUTTER, FENCES, ETC.) THAT ARE REMOVED, DAMAGED OR UNDERCUT SHALL BE REPAIRED OR REPLACED AS DIRECTED BY THE CITY ENGINEER. ALL EXISTING PAVING AND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE REPLACED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWING ST -6, EXCEPT AS NOTED ON PLANS. ALL MANHOLES AND CI EANOUTS 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 4) 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. OO TO BE INSTALLED © 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 -i <>- INSTALL STREET LIGHT- HOLOPH NE-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. STREETUGHT LUMINAIRES ARE TO BE LED AS SPECIFIED IN CAB SPECIAL PROVISIONS SECTION 86-6.01 OF WHICH MODELS INCLUDE: AMERICAN ELECTRIC LIGHTING ATH 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 5.0' COMBINATION SIDEWALK ON ALL STREETS 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 f 3-1/2 PULL BOX FOR STREET LIGHTS AT P.G.& E. SERVICE POINT. ALL PULL BOXES TO BE INSTALLED ON A GRAVEL BED A MINIMUM OF 6" THICK. 11. INSTALL HANDICAP RAMPS PER C.O.B. STD. DWG. ST -10. 12. ALL MANHOLE AND LAMPHOLE FRAME AND COVERS SHALL BE SET 1/4" BELOW PAVEMENT GRADE. 13. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED AT LEAST 2 WORKING DAYS PRIOR TO CONSTRUCTION. 1-800-227-2600. 14. 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. 15. 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 Twn wf%DvIuC nAvc ormor M mikin CITY OF BAKERSFIELD KERN COUNTY CALIFORNIA STREET CONSTRUCTION PLANS FOR TRACT NO. 6825 PHASE 2 Q R06EC4 A M� T t A - 3'!322 VAT'C REVISION' -3,q_/ APiQOVO BY;24 ON A I DAi PA1 iii G ic-70D8 EYP 9/6/19 TYPICAL CATCH BASIN LOCATION AT CURB RETURN N.T.S. PROJECT MAP SCALE: 1"=200' ® SHEET NO. INDEX As �N r —A66-4*iASF=G ARE 8WNE9 BYSAME91E. e-1- PW.A.`3�_r-T_ BI` !�l1AICTo1 i(�TCC1 CIAAI II TAAICtII ICI V AL. PHAsEs TO OF cot4mvcTED W ORDER. LIST OF MATERIALS ITEM UNIT TOTAL A.C. PAVING TONS 735 CL. 11 AGG. BASE CUYD 523 SUBGRADE PREPARATION SOYD 3918 6" CURB AND GUTTER LF 1705 HANDICAP RAMPS EA. 2 DRIVEWAYS SOFT 3360 SIDEWALK SOFT 8464 CROSS GUTTERS EA. - STANDARD STREET NAME SIGNS EA. 2 STOP SIGNS EA. 1 5800 LUMEN STREET LIGHTS I EA. 2 MONUMENT ENCASEMENTS I EA. 1 LOCAL STREET FRONTAGE 1705 LF 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 RPE G.B. GRADE BREAK RGJ RUBBER GASKETEO JOINT Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. SID. ST -13. EXISTING SURVEY MONUMENT + FURNISH & INSTALL STREET SIGN PER C.O.B. STM. T-1. -¢- FURNISH & INSTALL METRO STREET SIGN PER C.O.B. S D. T-1. -o- FURNISH & INSTALL STREET LIGHT-HOLOPHANE-LVUI SERIES PER C.O.B. STD. SP7-86-10. FURNISH do INSTALL TRAFFIC SIGNS PER G.O.B. STD. T-19: "R1-1" - STOP "Wt -7" - DOUBLE ARROW "R6-1" - ONE WAY "W1-6" - SINGLE ARROW "115-1" - 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 TDM. X3.22 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION _ _ p CONSTRUCT STORM GRAIN PER CITY STANDARDS CONSTRUCT STORM DRAIN MANHOLE TYRE 'B" PER C.O.B. SID. D-18. CONSTRUCT CATCH BASIN TYPE "A" PER C.O.B. STD. S-12. g SEWER - REFER TO E.N.C.S.O. TR. NO. 6567 SEWER do WATER PLANS tS) SEWER MANHOLE - REFER TO E.N.C.S.D. TR. NO. 6567 SEWER & WATER BANS ® SEWER CLEANOUT - REFER TO E.N.C.S.D. TR. NO. 6567 SEWER & WATER PLANS CONSTRUCT 18' BOTTOM WIDTHDRIVEWAY W/3WINGS PER C.O.B. SID. ST -4. (UNLESS OTHERWISE NOTED) �- PHASE BOUNDARY -- - - — - - — TRACT BOUNDARY — PROPOSED EDGE OF PAVEMENT Ts FURNISH do INSTALL TRAFFIC SIGNAL CONDUIT —IR FURNISH & INSTALL IRRIGATION CONDUIT 1C FURNISH & INSTALL INTERCONNECT CONDUIT Z3 TR— FURNISH do INSTAL_ SPLICE BOX FOR INTERCONNECT TR3=N0. 3 1/2 SZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE O CURVE NUMBER FOR CURVE DESCRIPTION ALONG CURB OTAPER NUMBER FOR TAPER DESCRIPTION ALONG CURB 0 ITEM OF WORK - SE SCHEDULE SECTION LETTER ,) SECTION LINE ET SECTION IS LOCATED VICINITY MAP N.T.S. NOTE: 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION SECTION SHALL BE GIVEN AT LEAST 24 HOURS NOTICE. THE SECTION MAY BE NOTIFIED AT (661) 326-3049. 2. ALL MATERIALS SUPPLIED FOR THIS PROJECT WILL REQUIRE A CERTIFICATE OF COMPLIANCE STATING THAT THE REQUIREMENTS & STANDARDS SET FORTH BY THE CITY OF BAKERSFIELD HAVE BEEN MET. 3. NO CITY INSPECTIONS 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, STANDARDS, AND DESIGN CRITERIA ENCOU TERED DURING CONSTRUCTION SHALL BE CORRECTA� ND SUCH CORREC NS REFLECTED ON CORRECTED PLANS-9`09MITTED �('O TFfiE GrTY EbW.JNEE e APPROVED BY- ROGER A. MciNTOSH R.C.E. 33322 DATE Z e 4 o s4 510.34 ,� W iL I 9<z Q J � 1�__O U W r o0 sL 3 Q , 2 GO W MIA V) 'Loo < m C) v U N w } m Wcn m co D W U 9L ® 4c W x1=LU CJN x I CID ' Rik) • •) t� Rik) VICINITY MAP N.T.S. NOTE: 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION SECTION SHALL BE GIVEN AT LEAST 24 HOURS NOTICE. THE SECTION MAY BE NOTIFIED AT (661) 326-3049. 2. ALL MATERIALS SUPPLIED FOR THIS PROJECT WILL REQUIRE A CERTIFICATE OF COMPLIANCE STATING THAT THE REQUIREMENTS & STANDARDS SET FORTH BY THE CITY OF BAKERSFIELD HAVE BEEN MET. 3. NO CITY INSPECTIONS 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, STANDARDS, AND DESIGN CRITERIA ENCOU TERED DURING CONSTRUCTION SHALL BE CORRECTA� ND SUCH CORREC NS REFLECTED ON CORRECTED PLANS-9`09MITTED �('O TFfiE GrTY EbW.JNEE APPROVED BY: NICOLAS FIDLER, AGZ=PUBLIC WORKS DIRECTOR R.C.E. NO. 61069 EXP. 12-31-14 1-4 �VA REVIEWED BY ASSISTANT PUBLIC DIRECTOR X44%i DATE REVIEWED BY: r. y TRAFFIC ENGINEER BASIS OF BEARINGS: THE BEARING OF N. 89'06'48" W. SHOWN FOR THE NORTH LINE OF THE NORTHEAST QUARTER OF SECTION 30, T. 30S., R. 27E. ON K.C.S. FILED MAP NO. 7-1 BK. 6, PG. 26 IN THE OFFICE OF THE KERN COUNTY SURVEYOR WAS USED AS THE BASIS OF BEARINGS SHOWN HEREON. BENCHMARK USED: TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE INTERSECTION OF OLD RIVER ROAD AND BERKSHIRE ROAD. ELEVATION = 346.42' (USGS DATUM) LEGAL DESCRIPTION: LOTS 15 AND 16 OF SECTION 30, TOWNSHIP 30 SOUTH, RANGE 27 EAST, M.D.M., CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA, ACCORDING TO THE SALES MAP OF LANDS OF THE KERN COUNTY LAND COMPANY FILED JANUARY 22, 1892. INDEX OF SHEETS SHEET TITLE 1. COVER SHEET 2. NOTES & SPECIFICATIONS 3. VARDEN STREET 4. BISCAYANE DRIVE 07—JO-19' l CITY RECORDS NIC)* C'42 APPROVED BY- ROGER A. MciNTOSH R.C.E. 33322 DATE Z APPROVED BY: NICOLAS FIDLER, AGZ=PUBLIC WORKS DIRECTOR R.C.E. NO. 61069 EXP. 12-31-14 1-4 �VA REVIEWED BY ASSISTANT PUBLIC DIRECTOR X44%i DATE REVIEWED BY: r. y TRAFFIC ENGINEER BASIS OF BEARINGS: THE BEARING OF N. 89'06'48" W. SHOWN FOR THE NORTH LINE OF THE NORTHEAST QUARTER OF SECTION 30, T. 30S., R. 27E. ON K.C.S. FILED MAP NO. 7-1 BK. 6, PG. 26 IN THE OFFICE OF THE KERN COUNTY SURVEYOR WAS USED AS THE BASIS OF BEARINGS SHOWN HEREON. BENCHMARK USED: TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE INTERSECTION OF OLD RIVER ROAD AND BERKSHIRE ROAD. ELEVATION = 346.42' (USGS DATUM) LEGAL DESCRIPTION: LOTS 15 AND 16 OF SECTION 30, TOWNSHIP 30 SOUTH, RANGE 27 EAST, M.D.M., CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA, ACCORDING TO THE SALES MAP OF LANDS OF THE KERN COUNTY LAND COMPANY FILED JANUARY 22, 1892. INDEX OF SHEETS SHEET TITLE 1. COVER SHEET 2. NOTES & SPECIFICATIONS 3. VARDEN STREET 4. BISCAYANE DRIVE 07—JO-19' l CITY RECORDS NIC)* a 0 C'42 .� �CD Z e 4 o s4 510.34 ,� W iL I 9<z Q J � 1�__O U W r o0 sL 3 Q , 2 GO W r W co V) 'Loo < m C) v U N w } m Wcn m co D W U a 0 C'42 .� Z .eL 6 0, V I�NNRI s4 510.34 ,� a 0 a J CID .� Z I�NNRI s4 J W iL 9<z c 1�__O < sL ._ Imm GO W a 40 a V 1- < m 1=aD 1 W 9z ® Z Z p O �? co V 9L ® 4c W x1=LU CJN x CID ' A 9 4,Yf` WW tA� 03 Uj T < a J CID .� Z _ s4 J W iL 9<z c 1�__O < sL ._ Imm GO W a 40 a V 1- < m 1=aD 1 W 9z ® Z Z p O �? co V 9L ® 4c W x1=LU CJN x CID ' A 9 4,Yf` WW 03 Uj T < n 11 STANDARD NOTES (CONT.) 16. CONTRACTOR SHALL PROVIDE 1 SPARE STREET LT. FOR EVERY 10 INSTALLED TO CiTY OF BAKERSFIELD, PUBLIC WORKS DEPT. GENERAL SERVICES DIVISION. 17 18. 19. 20. 21 22. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPT. FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY AN IMPROVEMENT AGREEMENT, APRROVED INSURANCE, AND SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT-OF-WAY AND INSURANCE SHAM BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. AGGREGATE BASE: AGGREGATE BASE MATERIAL FOR ARTERIAL & COLLECTOR ROADWAYS SHALL MEET THE SPECIFICATIONS FOR CLASS 2 AGGREGATE BASE (CL 2 AB) CONFORMING TO SECTION 26 OF THE STATE STANDARD SPECIFICATIONS, LATEST EDITION; HOWEVER, NO RECYCLED OR RECLAIMED MATERIAL WILL BE ALLOWED. BASE MATERIAL iN LOCAL. ROADS SHALL BE EITHER CL 2 AB OR CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200-2.4 OF THE "GREENBOOK'. AGGREGATE BASE SHALL BE FURNISHED AND PLACED IN ACCORDANCE WITH THE CONTRACT PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION AND THESE DETAILED SPECIFICATIONS. AGGREGATE BASE SHALL BE GRADED TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D-1557. SUBGRADE PREPARATION: THE CONTRACTOR SHALL FINE GRADE AND COMPACT STREET SUBGRADE IN ACCORDANCE WITH THE CONTRACT PLANS, CITY REQUIREMENTS AND STANDARD SPECIFICATIONS. SUBGRADE SHALL BE GRADED TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D-1557. 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. DUST CONTROL 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. SSM WATER POLLUTION PREVENTION CONTRACTOR SHALL OBTAIN A COPY OF THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) 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. 23. CONSTRUCTION OPERATIONS MALL BE ACTIVELY iN PROGRESS ONLY BETWEEN THE HOURS OF &30 A.M. - 4.00 P.M., MONDAY THROUGH FRIDAY, EXCEPT LEGAL HOLIDAYS. WHERE CONSTRUCTION ORATIONS ARE ACTIVELY IN PROGRESS, A MINIMUM OF ONE TRAFFIC LANE, NOT LESS THAN TWELVE FEET IN WIDTH, SHALL BE OPEN FOR USE BY PUBLIC TRAFFIC. WHERE CONSTRUCTION OPERATIONS ARE NOT ACTIVELY IN PROGRESS, NOT LESS THAN TWO SUCH LANES SHALL BE OPEN FOR USE BY PUBLIC TRAFFIC. PUBLIC TRAFFIC MAY BE PERMITTED TO USE THE SHOULDERS 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. NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR ANY SHAPING OF SHOULDERS NECESSARY FOR THE ACCOMMODATION OF PUBLIC TRAFFIC THEREON DURING PAVING OPERATIONS. IN ORDER TO EXPEDITE THE PASSAGE OF PUBLIC TRAFFIC THROUGH OR AROUND THE WORK AND WHERE ORDERED BY THE ENGINEER, THE CONTRACTOR SHALL, AT HIS OWN EXPENSE, FURNISH, INSTALL AND MANTAIN CONSTRUCTION AREA SIGNS, LIGHTS, FLARES, TEMPORARY RAILING (TYPE K), BARRICADES, AND OTHER FACILITIES FOR THE SOLE CONVENIENCE AND DIRECTION OF PUBLIC TRAFFIC. ALSO, WHERE DIRECTED BY THE ENGINEER, THE CONTRACTOR SHALL FURNISH COMPETENT FLAGMEN WHOSE SOLE DUTIES SHALL CONSIST OF DIRECTING THE MOVEMENT OF PUBLIC TRAFFIC THROUGH OR AROUND THE WORK. 23. REMOVE TRAFFIC STRIPES AND PAVEMENT MARKINGS. TRAFFIC STRIPES AND PAVEMENT MARKINGS TO BE REMOVED WILL BE AS SHOWN ON PLANS AND AS DESIGNATED BY THE ENGINEER. TRAFFIC STRIPES AND PAVEMENT MARKINGS SHALL BE REMOVED TO THE FULLEST EXTENT POSSIBLE FROM THE PAVEMENT BY ANY METHOD THAT DOES NOT MATERIALLY DAMAGE THE SURFACE OR TEXTURE R OF THE PAVEMENT OR SURFACING. WHERE BLAST CLEANING IS USED FOR THE REMOVAL OF PANTED TRAFFIC STRIPES AND PAVEMENT MARKINGS, THE AREA SHALL BE SHIELDED SO THAT NO MATERIAL FROM THE BLASTING OPERATION IS ALLOWED TO ENTER THE AREA THAT IS OPEN TO THE PUBLIC TRAFFIC. SAND OR OTHER MATERIAL DEPOSITED ON THE PAVEMENT AS A RESULT OF REMOVING TRAFFIC STRIPES AND MARKINGS SHALL BE REMOVED AS THE WORK PROGRESSES. ACCUMULATIONS OF SAND OR OTHER MATERIAL WHICH MIGHT INTERFERE WITH DRAINAGE OR MIGHT CONSTITUTE A HAZARD TO TRAFFIC WILL NOT BE PERMITTED. TRAFFIC STRIPES SHALL BE REMOVED BEFORE ANY CHANGE IS MADE IN THE TRAFFIC PATTERN. BLAST CLEANING FOR REMOVAL OF TRAFFIC STRIPES SHALL BE FEATHERED OUT TO IRREGULAR AND VARYING WIDTHS. PAVEMENT MARKINGS SHALL BE REMOVED BY BLAST CLEANING A RECTANGULAR AREA, RATHER THAN JUST LETTERING OR MARKINGS, SO THE OLD MESSAGE CANNOT BE IDENTIFIED. AFTER REMOVAL OF TRAFFIC STRIPES AND PAVEMENT MARKINGS, A FOG SEAL COAT SHALL BE APPLIED IN CONFORMANCE WITH THE PROVISIONS IN SECTION 37, BITUMINOUS SEALS", OF THE STANDARD SPECFICATiONS AND THE FOLLOWING: IN TRAFFIC STRIPE REMOVAL AREAS, THE FOG SEAL COAT SHALL BE APPLIED OVER THE TRAFFIC STRIPE REMOVAL AREA AND TO IRREGULAR AND VARYING WIDTHS WITH AN AVERAGE WIDTH OF 2 FEET ON EACH SIDE OF THE BLAST CLEANED TRAFFIC STRIPE REMOVAL AREA. IN PAVEMENT MARKING REMOVAL AREAS, THE FOG SEAL COAT SHALL BE APPLIED TO THE BLAST CLEANED RECTANGULAR AREA. FULL COMPENSATION FOR FURNISHING AND APPLYING FOG SEAL AS SPECIFIED HEREIN SHALL BE CONSIDERED AS INCLUDED IN THE CONTRACT PRICE PAD PER SQUARE FOOT FOR REMOVAL OF TRAFFIC STRIPE AND PAVEMENT MARKING AND NO SEPARATE PAYMENT WILL BE MADE THEREFORE, NOTHING IN THESE SPECIAL PROVISIONS SHALL RELIEVE THE CONTRACTOR FROM HIS RESPONSIBILITIES AS PROVIDED IN SECTION 7-1.09, "PUBLIC SAFETY," OF THE STANDARD SPECIFICATIONS. TRAFFIC STRIPES AND PAVEMENT MARKINGS. TRAFFIC STRIPES AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC AND SHALL CONFORM TO SECTION 84-2, "THERMOPLASTIC TRAFFIC STRIPES AND PAVEMENT MARKINGS.- OF THE STANDARD SPECIFICATIONS. PAVEMENT MARKERS. PAVEMENT MARKERS SHALL CONFORM TO SECTION 85 "PAVEMENT MARKERS" OF THE STANDARD SPECIFICATIONS. 11�:�:Tii7� ►)I IMMEDIATELY AFTER ANY CONSTRUCTION OPERATIONS WHERE TRAFFIC DELJNEA11ON IS OBLITERATED OR WHEN DIRECTED BY THE ENGINEER, THE CONTRACTOR SHALL REPLACE ALL OBLITERATED PAVEMENT DELINEATION WiTH TEMPORARY DELINEATION DURING THE SAME WORK PERIOD, AND IN NO CASE LATER THAN 7:30 A.M. FOLLOWING SUCH WORK PERIOD. TEMPORARY DELINEATION CONSISTS OF REFLECTIVE TRAFFIC UNE TAPE APPLIED IN PIECES NOT LESS THAN 4 INCHES LONG NOR LESS THAN 4 INCHES WIDE, SPACED NO MORE THAN 20 FEET APART ON TANGENTS AND NO MORE THAN 10 FEET APART ON CURVES. APPLY REFLECTIVE TRAFFIC UNE TAPE IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. TEMPORARY DELINATION MUST BE THE SAME COLOR AS THE PERMANENT DELINEATION. REMOVE TEMPORARY DELINEATION APPLIED TO ASPHALT CONCRETE PATCHES IMMEDIATELY PRIOR TO APPLYING ASPHALTIC EMULSION TACKCOAT FOR ASPHALT CONCRETE OVERLAY. TRAFFIC STRIPES AND PAVEMENT MARKINGS SHALL CONFORM TO SECTION 84, "TRAFFIC STRIPES & PAVEMENT MARKINGS," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. TRAFFIC STRIPES AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC AND SHALL CONFORM TO SECTION 84-2, "THERMOPLASTIC TRAFFIC STRIPES AND PAVEMENT MARKINGS". THE FIRST SENTENCE OF SECTION 84-2.01 "MATERIALS" SHALL BE REVISED TO READ: THE THERMOPLASTIC MATERIALS SHALL CONFORM TO STATE SPECIFICATION 8010-21C-19, PAVEMENT MARKERS SHALL CONFORM TO SECTION 85 "PAVEMENT MARKERS," AND THESE SPECIAL PROVISIONS: PAVEMENT MARKERS SHALL BE PLACED WITH RAPID SET EPDXY PER SECTION 95-2.04 OF THE STANDARD SPECIFICATIONS. A.C. PAVING TESTING NOTES: SP7-39.01 7-1. ASPHALT CONCRETE (TYPE 'B'). ASPHALT CONCRETE SHALL BE TYPE A (MODIFIED) FOR ALL ARTERIAL AND COLLECTOR STREETS AND TYPE B (MODIFIED) FOR LOCAL STREETS AND SHALL CONFORM TO THE PROVISIONS IN SECTION 39, "ASPHALT CONCRETE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. PRIOR TO THE ADDITION OF ASPHALT BINDER, THE COMBINED MINERAL AGGREGATE FOR TYPE A (MODIFIED) OR TYPE B (MODIFIED) ASPHALT CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE," OF THE SPECIFICATIONS FOR 3/4" MAXIMUM, MEDIUM GRADING. ASPHALT BINDER FOR TYPE A (MODIFIED) ASPHALT CONCRETE SHALL BE AR -8000 VISCOSITY GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. ASPHALT BINDER FOR TYPE B (MODIFIED) ASPHALT CONCRETE SHALL BE AR -4000 VISCOSITY GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. THE ASPHALT BINDER SHALL CONFORM TO THE REQUIREMENTS IN THE TABLE FOR "STEAM -REFINED PAVING ASPHALTS," IN SECTION 92-1.02, "GRADES," OF THE STANDARD SPECIFICATIONS. WHEN DIRECTED BY THE CITY ENGINEER, AGGREGATE CONFORMING TO ANY OF THE GRADING REQUIREMENTS IN SECTION 39-2.02, "AGGREGATE", OF THE STANDARD SPECIFICATIONS SHALL BE USED TO SURFACE INTERSECTIONS, TAPERS, AND OTHER AREAS WHERE THIN LAYERS OF ASPHALT CONCRETE ARE BEING CONSTRUCTED. THE AMOUNT OF ASPHALT BINDER TO BE MIXED WITH THE MINERAL AGGREGATE SHALL BE DETERMINED BY THE CONTRACTOR IN ACCORDANCE WITH CALIFORNIA TEST METHOD 367 USING SAMPLES OF MATERIALS PROPOSED FOR USE IN THE WORK. THE AMOUNT OF ASPHALT BINDER SHALL BE APPROVED BY THE ENGINEER. AT LEAST 14 DAYS PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL SUBMIT THE FOLLOWING FOR THE ENGINEER'S REVIEW AND APPROVAL: A. A UST OF AGGREGATE AND ASPHALT SOURCES. B. DOCUMENTATION VERIFYING THAT THE AGGREGATES TO BE INCORPORATED IN THE WORK CONFORM TO THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MATERIAL SIEVE ANALYSIS AND SAND EQUIVALENT TEST RESULTS SHOULD NOT BE OLDER THAN SIX (6) MONTHS. ALL OTHER TEST RESULTS SHOULD NOT BE OLDER THAN ONE (1) YEAR. C. AN ASPHALT CONCRETE MIX DESIGN DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 367. LABORATORY TEST RESULTS ON WHICH THE DESIGN IS BASED SHALL BE SUBMITTED WITH THE MIX DESIGN ALONG WITH THE THEORETICAL MAXIMUM DENSITY OF THE DESIGN MIXTURE AS DETERMINED BY ASTM D2041. THE ASPHALT CONCRETE MIX SHALL MEET THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. IF THE DATA SUBMITTED SHOWS THAT THE MATERIALS ARE SUBSTANTIALLY THE SAME AS WHEN THE DESIGN WAS PREPARED, THE DESIGN MAY BE UP TO THREE (3) YEARS OLD. THE DEVELOPER SHALL BEAR ALL COSTS ASSOCIATED WITH THE ASPHALT CONCRETE MIX DESIGN. WHERE NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM TO EXISTING PAVED SURFACES, THE EXISTING PAVEMENT SHALL BE SAW CUT. A PRIME COAT WILL NOT BE REQUIRED ON NON -PAVED AREAS TO BE SURFACED PRIOR TO THE PLACEMENT OF ASPHALT HOWEVER, ALL OTHER REQUIREMENTS OF SECTION 39-4.01, "SUBGRADE," OF THE STANDARD SPECIFICATIONS SHALL BE MET. THE AREA TO WHICH PAINT BINDER HAS BEEN APPLIED SHALL BE CLOSED TO PUBLIC TRAFFIC. CARE SHALL BE TAKEN TO AVOID TRACKING BINDER MATERIAL ONTO THE EXISTING PAVEMENT SURFACE BEYOND THE LIMITS OF CONSTRUCTION. PAVING JOINTS SHALL MATCH STRIPE LOCATIONS UNLESS OTHERWISE PERMITTED BY THE ENGINEER. INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE ENGINEER. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED AT ROAD CONNECTIONS AND PRIVATE DRIVES, WHERE SHOWN ON THE PLANS AND AS DIRECTED BY THE ENGINEER, AND HAND RAKED, IF NECESSARY, AND COMPACTED TO FORM SMOOTH, TAPERED CONNECTIONS. THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL BE DETERMINED BY: A. A PROPERLY CALIBRATED NUCLEAR ASPHALT TESTING DEVICE IN THE FIELD, OR B. ASTM D1188 WHEN SLABS OR CORES ARE TAKEN FOR LABORATORY TESTING. ZINC STEARATE MAY BE SUBSTITUTED WITH PARAFFIN. IN CASE OF DISPUTE, METHOD B ABOVE SHALL BE USED. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS 0.15 FOOT OR LESS, PAVING OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT, AT THE END OF EACH WORK SHIFT, THE LENGTH OF PAVEMENT ALONG THE LONGITUDINAL DROP-OFF BETWEEN ADJACENT LANES IS NOT GREATER THAN THAT WHICH CAN BE SURFACED DURING THE FOLLOWING SHIFT OF NORMAL PAVING OPERATIONS. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS MORE THAN 0.15 FOOT, PAVING OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT THE LAYER OF ASPHALT CONCRETE IS PLACED ON ALL CONTIGUOUS LANES OF THE TRAVELED WAY BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. AT THE END OF EACH WORK SHIFT, THE DISTANCE BETWEEN THE ENDS OF A LAYER OF ASPHALT CONCRETE ON ADJACENT LANES SHALL NOT BE GREATER THAN 10 FEET. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE AND ALONG THE LONGITUDINAL DROP-OFF BETWEEN ADJACENT LANES. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBUC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. ASPHALT CONCRETE SHALL BE COMPACTED TO A MiNIMUM 92 PERCENT OF THE MAXIMUM THEORETICAL DENSITY AS DETERMINED BY ASTM D-2041. IN-PLACE DENSITY SHALL BE DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 375. IF THE IN-PLACE DENSITY OF ANY LOT OF ASPHALT CONCRETE IS LESS THAN 92 PERCENT OR GREATER THAN 94 PERCENT OF THE MAXIMUM THEORETICAL DENSITY, THE CONTRACTOR WILL BE ADVISED THAT THE REQUIRED RELATIVE COMPACTION IS NOT BEING ATTAINED AND THAT THE MATERIALS OR PROCEDURES OR BOTH, IF NEEDED, NEED ADJUSTMENT. ASPHALT CONCRETE SPREADING OPERATIONS SHALL NOT CONTINUE UNTIL THE CONTRACTOR HAS NOTIFIED THE CITY ENGINEER OF THE ADJUSTMENT THAT WILL BE MADE IN ORDER TO MEET THE REQUIRED COMPACTION. IF ANY SUCCESSIVE TEST AFTER NOTICE IS GIVEN DOES NOT MEET THE SPECIFIED RANGE, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT MEETS THE IN-PLACE DENSITY REQUIREMENTS. IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE RELATIVE COMPACTION IS EITHER HER LESS THAN 90% OR MORE THAN 967o, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT DOES MEET THE IN-PLACE DENSITY REQUIREMENT. THE CORRECTIVE WORK SHALL BE AT THE DEVELOPER'S EXPENSE. THE CONTRACTOR SHOULD BE AWARE OF EXISTING SEWER AND STORM DRAiN MANHOLES WITHIN THE ROADWAY. IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED SURFACE TOLERANCES, IT SHAD_ BE BROUGHT WITHIN TOLERANCE BY EITHER: (1) ABRASIVE GRINDING WiTH EQUIPMENT UTILIZING DIAMOND BLADES, (2) REMOVAL AND REPLACEMENT, OR (3) PLACEMENT OF AN ASPHALT CONCRETE OVERLAY. THE METHOD WILL BE SELECTED BY THE ENGINEER. THE CORRECTIVE WORK SHALL BE AT THE DEVELOPER'S EXPENSE. IF ABRASIVE GRINDING IS USED TO BRING THE FINISHED SURFACE TO SPECIFIED SURFACE TOLERANCES. ADDITIONAL GRINDING SHALL BE PERFORMED, AS NECESSARY, TO ENLARGE THE GRINDING AREA SO THAT THE LONGITUDINAL UMITS OF GRINDING ARE AT A CONSTANT OFFSET FROM, AND ARE PARALLEL TO, THE NEAREST LANE LINE OR PAVEMENT EDGE, AND THE TRANSVERSE LIMITS OF GRINDING ARE NORMAL TO THE PAVEMENT CENTERLINE. ALL GROUND AREAS SHALL BE NEAT RECTANGULAR AREAS OF UNIFORM SURFACE APPEARANCE. ABRASIVE GRINDING SHALL CONFORM TO THE REQUIREMENTS IN THE FIRST PARAGRAPH AND THE LAST FOUR PARAGRAPHS OF SECTION 42-2.02, "CONSTRUCTION" OF THE STANDARD SPECIFICATIONS. A FOG SEAL COAT SHALL BE APPUEO TO ALL FINISHED ASPHALT SURFACES AT THE DEVELOPER'S EXPENSE. THE FOG SEAL COAT SHALL BE EITHER REJUVENATING AGENT OR ASPHALTIC EMULSION AS DIRECTED BY THE ENGINEER. TRENCHING NOTES: 1. THE EXCAVATION OF TRENCHES FOR PIPING LAID IN THE GROUND SHAD_ BE IN OPEN -CUT FROM THE SURFACE OF THE GROUND EXCEPT WHERE BORING IS REQUIRED. THE TRENCHES SHALL BE OF WIDTH AS SHOWN ON STANDARD S-39 AND DETAILED SECTIONS ON THE PLANS FOR PROPER PIPE INSTALLATION. THE HOLES FOR BELLS AND FITTINGS SHALL BE EXCAVATED BY HAND, TO A WIDTH PROVIDING UNIFORM BEARING ALONG THE LENGTH OF THE PIPE. IT IS THE INTENTION OF THESE REQUIREMENTS TO PROVIDE FIRM, UNIFORM BEARING FOR THE PIPE. CONTRACTOR SHALL PROVIDE TRENCHING IN ACCORDANCE WITH THE DETAILED SECTIONS PROVIDED IN THE PLANS. SELECTION OF TRENCH TYPES WILL BE AS REQUIRED BY THE TYPES OF PIPE SELECTED FOR CONSTRUCTION. STORM DRAIN AND U71UTY CONDUIT INSTALLATIONS SHALL MEET CITY STANDARD S-39. TRENCH ONES SHALL MEET ALL FEDERAL AND STATE SAFETY REQUIREMENTS. 2. BRACING AND SHORING EXCAVATION SHALL BE SUPPORTED AS SET FORTH IN THE RULES, ORDERS, AND REGULATIONS OF THE STATE DIVISION OF INDUSTRIAL SAFETY. iF THE CONTRACTOR DESIRES TO DEVIATE FROM THE SAFETY ORDERS, HE SHALL SUBMIT DATA BY A REGISTERED CIVIL ENGINEER TO THE STATE DIVISION OF INDUSTRIAL SAFETY, JUSTIFYING THE ALTERNATE PROCEDURES TO BE USED. FAILURE TO COMPLY WITH ANY OF THESE RULES, ORDERS AND REGULATIONS SHALL BE SUFFICIENT CAUSE FOR THE STATE DIVISION TO IMMEDIATELY SUSPEND ALL WORK. COMPENSATION FOR LOSSES INCURRED BY THE CONTRACTOR BY SUCH AN EMERGENCY SUSPENSION SHALL NOT BE ALLOWED. DURING BACKFILLING, THE BOTTOM OF THE SHORING SHALL BE KEPT ABOVE THE LEVEL OF THE BACKFILL AT ALL TIMES. X11 SECTION 6422 OF THE CAUFORNIA LABOR CODE REQUIRES THE CONTRACTOR TO SUBMIT TO THE ENGINEER A DETAILED PLAN, DRAWING THE DESIGN OF SHORING, BRACING, SLOPING OR OTHER PROVISIONS TO BE MADE BY THE CONTRACTOR FOR THE PURPOSE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF TRENCHES NECESSARY FOR THE CONSTRUCTION OF THE PROJECT. IF SUCH PLAN VARIES FROM THE SHORING SYSTEM STANDARD ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, THE PLANS SHALL BE PREPARED AND CERTIFIED BY A REGISTERED CIVIL OR STRUCTURAL ENGINEER; HOWEVER, USE OF SYSTEMS THAT ARE LESS EFFECTIVE THEN THOSE REQUIRED BY THE CONSTRUCTION SAFETY ORDERS IS PROHIBITED ON THIS PROJECT. TRENCHES SHALL NOT BE LEFT OPEN FARTHER THAN THREE HUNDRED (300) FEET IN ADVANCE OF PIPE LAYING OPERATIONS OR TWO HUNDRED (200) FEET TO THE REAR THEREOF, UNLESS OTHERWISE PERMITTED BY THE ENGINEER. ALL WORK SHALL CONFORM TO THE APPLICABLE SECTIONS OF THE STANDARD SPECIFICATIONS, DATED JULY, 1992. BEDDING CLASS SHALL BE AS SPECIFIED IN THE PIPE OPTIONS. STORM DRAIN AND UTILITY CONDUIT INSTALLATIONS SHALL BE IN ACCORDANCE WiTH CITY STANDARD S-39, EXCEPT THAT COMPACTION SHALL BE NO LESS THAN NINETY PERCENT (907.) UP TO THIRTY INCHES (30") FROM FINISHED GRADE. BACKFILL MATERIALS IN THE PIPE ZONE SHALL BE PLACED IN LAYERS NOT TO EXCEED TWELVE (12) INCHES SIMULTANEOUSLY, ON EACH SIDE OF THE PIPE, IN SUCH A MANNER AS NOT TO DAMAGE OR DISTURB THE PIPE OR ITS ALIGNMENT AND GRADE. BACKFILL MATERIAL ABOVE THE PIPE ZONE SHALL BE FREE OF DELETERIOUS MATERIALS AND LUMPS OR STONES EXCEEDING THREE (3) INCHES IN GREATEST DIMENSION AND SHALL BE PLACED IN LAYERS NOT EXCEEDING EIGHTEEN (18) INCHES. EACH LAYER SHALL BE THOROUGHLY COMPACTED BY VIBRATORY OR MECHANICAL TAMPING, OR BY A COMBINATION OF THESE METHODS. FLOODING AND JETTING SHALL NOT BE ALLOWED. THERE MUST BE AT LEAST ONE FOOT OF COVER OVER THE PIPE BEFORE COMPACTION ABOVE THE PIPE ZONE WILL BE ALLOWED. IMPORTED BEDDING AND BACKFILL MATERIAL SHALL BE OBTAINED, AND ANY EXCESS BEDDING AND BACKFILL MATERIAL SHALL BE DISPOSED, BY ANY LEGAL MEANS AT THE DISPOSAL OF THE CONTRACTOR. THE CONTRACTOR MAY SUBMIT TO THE ENGINEER SIEVE ANALYSIS FOR UTILIZATION OF IN-SITU MATERIALS. ACHIEVING FIRM BEDDING BELOW PIPE SPRINGUNE. CONTRACTOR SHALL PROVIDE "FIRM BEDDING" SUPPORT FOR THE PIPE BELOW THE SPRINGUNE. FIRM BEDDING MEANS THAT THE PIPE MUST REST ON THE GRANULAR MATERIAL SPECIFIED PREVIOUSLY IN THE SPECIFICATIONS. BELL OR COUPLING HOLES SHALL BE CAREFULLY EXCAVATED AT PROPER INTERVALS, SO THAT NO PART OF THE LOAD IS SUPPORTED BY THE BELLS OR COUPUNGS. DURING BEDDING AND BACKFILLING CONSOUOATION OF MATERIAL AROUND AND UNDER BELLS AND COUPUNGS SHALL BE AVOIDED. CONTRACTOR SHALL SHOVEL -SLICE OR HAND TAMP BEDDING IN THE HAUNCH AREAS, AS THIS WILL MINIMIZE VOIDS BENEATH THE PIPE AND IN THE HAUNCH AREAS. SHOVEL -SLICING OR HAND TAMPING SHALL BE DONE BEFORE THE BEDDING IS BROUGHT UP TO THE QUARTER POINT OF THE PIPE. IMITIAL BACKFILL. "BEDDING MATERIAL" AS SPECIFIED BY ASTM 2321-8 SHALL BE USED IN THE PIPE ZONE FOR INITIAL BACKFILL. AFTER THE PIPE HAS BEEN PROPERLY LAID AND INSPECTED, INITIAL BACKFILL SHALL BE PLACED ON BOTH SIDES AND OVER THE PIPE TO SUCH A DEPTH THAT, AFTER THOROUGH CONSOUDATION, THE FINAL DEPTH SHALL BE AT LEAST TO THE ELEVATION SHOWN ON THE PLANS. THE MATERIAL SHALL BE CONSOUDATED BY VIBRATORY OR MECHANICAL TAMPING AND THE EQUIPMENT AND MANNER OF TAMPING MUST BE APPROVED IN WRITING BY THE ENGINEER PRIOR TO COMMENCING OPERATION. IMPACT EQUIPMENT MAY BE ALLOWED UNDER THE DIRECTION OF THE ENGINEER. HOWEVER, THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE RESULTING FROM THE USE OF THIS EQUIPMENT. HYDRA -HAMMER WILL NOT BE PERMITTED. SUBSEQUENT BACKFILL. ABOVE THE LEVEL OF INITIAL BACKFILL, THE TRENCH MAY BE BACKFILLED WITH NATIVE MATERIAL RESULTING FROM TRENCH EXCAVATION, OR AT THE OPTION OF THE CONTRACTOR, SELECT IMPORTED MATERIALS MAY BE USED. NATIVE MATERIAL OR IMPORTED MATERIAL MAY BE COMPACTED BY TAMPING AND/OR ROLUNG, USING EQUIPMENT AND METHODS APPROVED BY THE ENGINEER. WHEN THE CONTRACTOR COMPACTS BY TAMPING AND/OR ROLLING, THE BACKFILL MATERIAL SHALL BE PLACED IN LAYERS NOT EXCEEDING EIGHTEEN (18) INCHES IN LOOSE DEPTH, EACH LAYER BEING THOROUGHLY COMPACTED BY TAMPING AND/OR ROLLING BEFORE SUCCEEDING LAYERS ARE PLACED. COMPACTION OF SUBSEQUENT BACKFILL WITHIN TWO AND ONE-HALF (2-1/2) FEET OF FINISHED PERMANENT SURFACING GRADE SHALL BE ACCOMPLISHED BY TAMPING AND/OR ROLLING AS SPECIFIED ABOVE. WHERE THE TRENCH IS WITHIN THE PAVEMENT ON STREETS, THE BACKFILL WITHIN TWO AND ONE-HALF (2-1/2) FEET OF FINISHED PERMANENT GRADE SHALL BE COMPACTED TO NINETY PERCENT (90%) RELATIVE COMPACTION. SUBSEQUENT BACKFILL PLACED BY TAMPING AND/OR ROLLING SHALL BE FREE FROM STONES OR LUMPS EXCEEDING THREE (3) INCHES IN GREATEST DIMENSIONS, VEGETABLE MATTER, OR OTHER UNSATISFACTORY MATERIALS. IN NO CASE SHALL JETTING BE ALLOWED FOR BACKFILL COMPACTION WITHIN THE STREET. WHEN APPROVED BY THE ENGINEER, JETTING MAY BE USED IN NON -STREET AREAS. BACKFILL TESTING AND COMPACTION. TESTING OF BACKFILL MATERIALS AND COMPACTION SHALL BE IN ACCORDANCE WITH SECTION 19, "EARTHWORK" AND SECTION 6-3, "TESTING". OF THE STANDARD SPECIFICATIONS, STATE OF CALIFORNIA, DEPARTMENT OF PUBLIC WORKS. DIVISION OF HIGHWAYS. EACH LAYER OF BACKFILL MATERIAL SHALL MEET THE COMPACTION, SAND EQUIVALENT, AND GRADATION REQUIREMENTS BEFORE THE NEXT LAYER IS PLACED. EACH LAYER OF BACKFILL SHALL BE THOROUGHLY COMPACTED TO THE RELATIVE COMPACTION OF NOT LESS THAN IS SHOWN ON CITY OF BAKERSFIELD STANDARD S-39 AS MODIFIED ON THE CONTRACT PLANS. EXCEPT THAT COMPACTION WITHIN THE ROADWAY STRUCTURAL SECTION SHALL BE NO LESS THAN NINETY PERCENT (9091;) RELATIVE COMPACTION FOR THE TOP FINISHED 30", AND SHALL BE DETERMINED BY CALIFORNIA TEST METHODS 216 OR 231, OR ASTM (CURRENT EDITION) 01557 AND ONE OF THE FOLLOWING D2922 OR 01556. IF THE RELATIVE COMPACTION, AS DETERMINED BY TESTING, FAILS TO MEET THE SPECIFIED PERCENTAGE, THE TRENCH SHALL BE RE -EXCAVATED AND RE -COMPACTED. COMPACTION TESTS WILL BE THE SUBDIVIDERS RESPONSIBIUTY. THE NUMBER AND LOCATIONS OF THE TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. 4. ALL MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWINGS S-7, S-8, AND 5-21 AND SECTIONS 70-1.02H AND 71-1.07 OF THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, CURRENT EDITION. ALL CLEANOUTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWING S-20. MANHOLES SHALL BE TYPE "A" FOR PIPES UNDER 48" IN DIAMETER AND TYPE "B" FOR PIPES 48" IN DIAMETER OR LARGER. UNLESS NOTED OTHERWISE. THE BOTTOM MANHOLE BARREL AT THE MANHOLE FOUNDATION SHALL BE SET ON A 2" MORTAR BED OR SET ON KENT -SEAL. IN A GROOVED FOUNDATION. STORM DRAIN NOTES: 1. 4 0 6a STORM DRAIN PIPE. CONTRACTOR SHALL UTILIZE RCP PIPE, CLASS Iii WITH RUBBER GASKET JOINTS PER ASTM SPECIFICATION C-76, UNLESS OTHERWISE NOTED ON THE CONTRACT PLANS. REINFORCED CONCRETE PIPE. REINFORCED CONCRETE PIPE SHALL CONFORM TO THE PROVISIONS IN SECTION 65, "REINFORCED CONCRETE PIPE", OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. EXCEPT AS OTHERWISE DESIGNATED BY CLASSIFICATION ON THE PLANS OR IN THE SPECIFICATIONS, JOINTS FOR CULVERT AND DRAINAGE PIPES SHALL CONFORM TO THE PLANS OR SPECIFICATIONS FOR STANDARD JOINTS. HYDROSTATIC TESTS SPECIFIED BY SECTION 65-1.08 "LAYING SIPHON AND PRESSURE PIPE", OF THE STANDARD SPECIFICATIONS WILL NOT BE REQUIRED. REINFORCED CONCRETE PIPE SHALL HAVE RUBBER GASKETED JOINTS CONFORMING TO SECTION 65-1.068, "RUBBER GASKETED JOINTS", OF THE STANDARD SPECIFICATIONS. HANDUNG OF MATERIALS. ALL PIPE, FITTINGS, SPECIALS AND CASTINGS MUST BE CAREFULLY HANDLED AT ALL TIMES. ONLY SUITABLE AND PROPER EQUIPMENT AND APPUANCES SHALL BE USED FOR THE SAFE LOADING, HAULING, UNLOADING, HANDUNG AND PLACING OF MATERIALS, SPECIAL CARE SHALL BE EXERCISED SO THAT PREFORMED RESIUENT JOINTS ON PIPE AND FITTINGS WILL NOT BE DAMAGED. ANY PIPE OR FITTING WITH A JOINT DAMAGED OR FLATTENED WILL CAUSE THAT PIPE OR FITTING TO BE REJECTED. PIPE LAYING. NO PIPE SHALL BE LAID UNTIL THE ENGINEER INSPECTS AND APPROVES THE CONDITION OF THE BOTTOM OF THE TRENCH. PIPE SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. PIPE LAYING SHALL BEGIN FROM THE DOWNSTREAM END OF THE STORM DRAIN OR AS DIRECTED BY THE ENGINEER. PIPE LAYING SHALL PROCEED WITH EACH PIECE LAID TRUE TO UNE AND GRADE, AND IN SUCH A MANNER AS TO FORM A CLOSE CONCENTRIC JOINT WITH THE ADJOINING PIPE AND TO PREVENT SUDDEN OFFSETS IN THE FLOW UNE. AS THE WORK PROGRESSES, THE INTERIOR OF THE PIPE SHALL BE CLEARED OF ALL DIRT AND DEBRIS OF EVERY DESCRIPTION. PIPE SHALL NOT BE LAID WHEN THE CONDITION OF THE TRENCH OR THE WEATHER IS UNSUITABLE. AT TIMES WHEN WORK IS NOT IN PROGRESS, OPEN ENDS OF PIPE AND FITTINGS SHALL BE CLOSED. WITH BEU_ED END PIPE, BELL HOLES SHALL THEN BE EXCAVATED AT EACH JOINT TO FACIUTATE THE JOINT OPERATIONS, AND SHALL BE ONLY OF SUFFICIENT SIZE FOR THAT PURPOSE. IN ORDER THAT BELL HOLES MAY BE PROPERLY LOCATED. NOT MORE THAN SIX (6) HOLES SHALL BE EXCAVATED AHEAD OF ACTUAL PIPE LAYING, ON ACCOUNT OF THE VARIATIONS IN JOINT CONSTRUCTION OPERATIONS. THE CONTRACTOR SHALL MAKE PROVISIONS FOR PREVENTING FOREIGN MATERIAL FROM BEING FLUSHED INTO AN EXISTING STORM DRAIN LINE. CUTTING PIPE. THE CONTRACTOR SHALL PERFORM ALL WORK OF CUTTING PIPE AND SPECIAL CASTING NECESSARY TO THE ASSEMBLY, ERECTION, AND COMPLETION OF THE WORK. ALL PIPE SHALL BE CUT TO FIT ACCURATELY, WITH SMOOTH EDGES AND FACES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CORRECTNESS OF CUTTING AND NO ADDITIONAL COMPENSATION WiLL BE ALLOWED FOR ANY MATERIALS WHICH ARE DAMAGED OR INCORRECTLY CUT. CASING OR SMOOTH OUTSIDE WALLED PIPE FOR BORED/JACKED PIPE SHALL BE INSTALLED. IT SHALL HAVE EVEN BEARING THROUGHOUT ITS LENGTH AND SHALL SLOPE TOWARD ONE END. SPACE BETWEEN CASING AND PIPELINE SHALL BE BACKFILLED WITH SAND. IF THE PIPE AND CASING ARE INSTALLED BY BORING, THE SPACE AROUND THE CASING ALSO SHALL BE BACKFILLED WiTH GROUT OR SAND. THE ENDS OF SPACE BETWEEN THE CASING AND THE PIPE SHALL BE SEALED WITH GROUT. THE STRENGTH OF PIPE DESIGNATED IN THE PLANS OR SPECIFICATIONS IS DETERMINED FOR VERTICAL LOAD ONLY ANY ADDITIONAL STRENGTH REQUIRED BY BORING/JACKING OPERATIONS SHALL BE FURNISHED AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER FOR APPROVAL ALL PLANS OF BORING/JACKING OPERATIONS PRIOR TO BORING OR JACKING. BORING/JACKING OPERATIONS SHALL BE CONDUCTED IN A SAFE AND EFFICIENT MANNER, CONSISTENT WITH CURRENT ACCEPTED PROCEDURES. WATER BORING SHALL NOT BE PERMITTED. THE CASING PIPE SHALL BE JACKED WITH SUCH PRECISION THAT WILL ALLOW THE REPLACEMENT OF THE PIPELINE TO THE UNE AND GRADE AS INDICATED ON THE PLANS. UPON COMPLETION OF THE INSTALLATION OF THE CASING AND INSTALLATION OF THE PIPELINE TO GRADE THE VOID BETWEEN THE CASING OR RC PIPE AND THE EXCAVATION SHALL BE COMPLETELY FILLED WITH SAND, COMPACTED BY THE USE OF AIR -BLOWING SAND EQUIPMENT OR ANY OTHER MEANS ACCEPTABLE TO THE ENGINEER UPON HIS APPROVAL. IT IS THE CONTRACTOR'S RESPONSIBIUTY TO MAINTAIN A SAFE OPERATION AT ALL TIMES. SHOULD THE TUNNEL HEADING OPERATIONS RESULT IN DANGEROUS OR UNREASONABLE SLOUGHING OF MATERIAL WHICH MAY JEOPARDIZE THE SAFETY OF WORKERS OR THE STABILITY OF THE SOIL AND ROADWAY ABOVE, THE CONTRACTOR SHALL FURNISH AND INSTALL BREASTBOAROING AND/OR FACE CLOSURE WITH SUFFICIENT JACKS TO INHIBIT THE SLOUGHING AND/OR CLOSING THE WORK FACE. THE CONTRACTOR, BEFORE RESUMING WORK, SHALL FURNISH THE ENGINEER WITH A DETAILED PLAN OF PRECEDING WITH THE WORK, FOR HIS REVIEW AND APPROVAL. ANY AND ALL EXPENSES THEREFORE WILL BE CONSIDERED AS INCLUDED IN THE BIO PRICE AND NO ADDITIONAL COMPENSATION WILL BE MADE THEREFORE. MINOR STRUCTURES. PORTLAND CEMENT CONCRETE MINOR STRUCTURES SHALL CONFORM, IN DESIGN, MATERIALS, AND CONSTRUCTION. TO THE PROVISIONS OF SECTIONS 70-1.02 H OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MANHOLES SHALL CONFORM TO THE CITY OF BAKERSFIELD STANDARDS S-7 AND S-8. DROP INLETS SHALL CONFORM TO THE CITY OF BAKERSFIELD STANDARD S-12. TEMPORARY INLET GRATES SHALL CONFORM TO DETAILS ON THE PLANS. THE PRECAST CYLINDER, TAPER, AND ECCENTRIC FLAT TOP SECTIONS SHALL MEET THE STRENGTH REQUIREMENT OF ASST. C-478. EACH SUCCESSIVE MANHOLE SECTION SHALL BE SET ON A BED OF PORTLAND CEMENT GROUT OR "KENT SEAL" TO MAKE A WATERTIGHT JOINT, SHALL BE NEATLY POINTED ON THE INSIDE, AND SHALL BE SET PLUMB. SURVEY MONUMENT AND FRAME AND COVER WITH ENCASEMENTS SHALL BE ADJUSTED OR INSTALLED NEW TO FINISH GRADE AT THE LOCATIONS SHOWN ON THE PLANS, IN ACCORDANCE WITH THESE SPECIAL PROVISIONS, AND CITY STANDARD S-29. THE SURFACE OF THE CONCRETE SHALL BE PROTECTED FROM PUBLIC TRAFFIC FOR A MINIMUM OF THREE DAYS. AT THE OPTION OF THE CONTRACTOR, MINOR CONCRETE CONTAINING A MINIMUM OF SEVEN SACKS OF CEMENT PER CUBIC YARD MAY BE USED AND THE TIME REQUIRED FOR PROTECTION OF THE CONCRETE SURFACE FROM PUBLIC TRAFFIC SHALL BE REDUCED TO A MINIMUM OF ONE DAY. THE MONUMENT WILL BE SET BY THE OTHERS. THE OWNER WILL PROVIDE SURVEYS. CONTRACTOR SHALL GIVE THE OWNER 24 HOURS NOTICE WHEN SURVEYS ARE REQUIRED. ANY MONUMENT FRAME OR COVER DAMAGED BY THE CONTRACTOR OR HIS OPERATIONS SHALL BE REPLACED BY THE CONTRACTOR AT NO COST TO THE OWNER. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, A DEPOSIT BASED ON APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT-OF-WAY AND INSURANCE SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. It 0inn�n INRNY CURVE TABLE P 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 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 MAIN 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. CONSTRUCT 18' BOTTOM WIDTH MIVEWAY W/3' WINGS EXISTING SURVEY MONUMENT N -+- FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. -o- 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. CURVE TABLE P CURVE RADIUS LENGTH TANGENT DELTA Cl 20.00' 31.4T 20.00' 90-00-00- 000'00" P H A S E D • c6 Q( dNN 1 rAALL PHASES TO B TR GTI"n SIMI II T-nNEG X66 v CCTC7" Mr�CW ry ft v r PNRSES'TO � ST ttJ ORDER 354 STA. « .. = 350 -- - - 346 'WI -7" - DOUBLE ARROW 342 "WI -6' - SINGLE ARROW STA. CS t-Wl1.l S FL "WI -1" - CURVE ARROW 338 _ _ __ w MATCH ExisYitjc 'W3-1" - STOP AHEAD 334 - - - - Q , 'R81(CA)" - BIKE LANE 'S4-2" - WHEN CHILDREN ARE PRESENT 330 - 'WI4-1' - DEAD END - �. _. "W14-2' - NO OUTLET 11+00 12+00 P H A S r Zai J t.;U- I =C5Go 0- + J r V Q I nN BISCAYANE DR. SEE SHEET 4 VARDEN STREET (STA. 11+57.58 TO 14+72.74) SCALE: 1" = 50' HORIZONTALZ 100 1 +69.73 TO 14+84.89) Oo 00 SCALE: 1"= 50' HORIZONTAL SCALE: 1" = 10' VERTICAL x E-jISTUNCa IMPtLayEMCNTS v o ul Q° M M SEB PHASE S. --�' � �j w w rQ WJ J J (� w Ld Lal 2 li .••� '� 5TATION AESCRIPrlyN STA. « .. = ENA CON STPLocre of t/ SIGNS PER C.O.B. STD. T-19: MAIM )CljtjfNCA 'WI -7" - DOUBLE ARROW STA. Is* 432.s9 U. c S.ov LT: "WI -6' - SINGLE ARROW STA. CS t-Wl1.l S FL "WI -1" - CURVE ARROW "R26(CA)' - NO PARKING 'W3-3' - SIGNAL AHEAD MATCH ExisYitjc 'W3-1" - STOP AHEAD STA. 13+-82.%3 cL WS.00RT STA. 13 +$2.53 Ft.. VA ►v SSC vr� c�!_ll"Z LL: (XEV1St 9N N H> R1 R0'VEP 9.00CR A. ciNTos" RCE 33322 DR1'E TT RE R ON tet/ 'r roKp -- -- - 354 350 --------- -_ 346 Uj LVr- 342 co COL w _- - - 338 (STA 15+00 16+00 J 354 _. o M 350 m+ ._ Ld 346 S=-0, S=0.44% N --- - - _, 342 :r _E%tST._ IMPRvvElwrs _ __- _ Lo__ 338 mw � -Z W I j --- -__ ___---pry z cw� a- �l< zK)4F--� q _ 334 - -- - -� �� �-�� ��� mo�� -- - - -- -Q - - - 334 330 - °� a- - - - Q- - - - - - - 330 a - W F -OW. C�tAZG 11+00 12+00 13+00 14+00 15+00 16+00 (STA. 11+57.54 TO 14+72.70) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 10' VERTICAL R1-1 . _ FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: "Rt -1" - STOP 'WI -7" - DOUBLE ARROW 'R6-1" - ONE WAY "WI -6' - SINGLE ARROW "R5-1" - 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 'WI4-1' - DEAD END "R2-1" - SPEED LIMIT 20 "W14-2' - NO OUTLET 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. 0-14, Ts FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT -IR FURNISH & INSTALL IRRIGATION CONDUIT 1c FURNISH & INSTALL INTERCONNECT CONDUIT TR3 Tgs Tgs FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT is TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE CURVE NUMBER FOR CURVE DESCRIPTION ALONG CURB Oj TAPER NUMBER FOR TAPER DESCRIPTION ALONG CURB ® ITEM OF WORK - SEE SCHEDULE R/W R/W I I0.20' A.C. PAM COMBINATION 0.45' AGG. BASE SIDEWALK 1.0' COMPACTED O.G. TO - PROPOSED 95X RELATIVE DENSITY CURB & GUTTER A LOCAL STREET SECTION 3 SCALE: 1 -=10' HORIZONTAL 1 "=5' VERTICAL TI = 4.5 R=44 w . E O R� DNte. ,'e.� � �, I I -b�dS Pa -I CONSTRUCTION NOTES: NOTES: r�.2 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION O1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. 1. SEE SEWER AND WATER PLANS FOR SEWER PLANS AND DETAILS. - - o CONSTRUCT STORM DRAIN PER CITY STANDARDS O2 CONSTRUCT 5.O' 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 0 CONSTRUCT STORM DRAIN BASE OVER 1.0' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY MANHOLE TYPE 'A" PER C.O.B. STD. SW -4. O CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL PER C.O.B. STD. ST -9. CONSTRUCT CATCH BASIN 'A' UNIT STANDARD PLAN R.S.P. A88A-CASE A. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. 0-14, TYPE PER C.O.B. STD. 0-14. PAINT 12" LIMIT UNE USING THERMOPLASTIC PAINT PER CALTRANS UNLESS NOTED OTHERWISE g SEWER - REFER TO EN.C.S.O. TR. NO. 6567 SEWER & WATER PLANS STANDAR SPECIFICATION PTH-02ALKYD is SEWER MANHOLE - REFER TO E.N.C.S.D. TR. NO. 6567 SEWER & WATER PLANS ® SEWER CLEANOUT - REFER TO E.N.C.S.O. TR. NO. 6567 SEWER & WATER PLANS CONSTRUCT 18' BOTTOM WIDTH MIVEWAY W/3' WINGS N ' PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) _ = PHASE BOUNDARY � ■ ■ ■� ■ ■ � ■ ■ � TRACT BOUNDARY SCALE: 1"=50' - - PROPOSED EDGE OF PAVEMENT25 SECTION DESIGNATION: ��pFE SI 0 50 100 P,. c O 2 50 12.5 SECTION LETTER NOTE: � � � � Exp. � �.. ' A - - - - - SECTION LINE ALL STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTICPAINT PER SPECIFICATION PTH-02ALKYD 0 7- SHEET SECTION IS LOCATED UNLESS OTHER SEENNOTEDNDARD j - f r( w . E O R� DNte. ,'e.� � �, I I -b�dS Pa -I 9�IIIINA �00n� U E n r- ro L6 N O N lf� CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA Cl 20.00' 31.42' 20.00' 90'00'OE}" 1 II +I I II� VARDEN DR. SEE SHEET 3 358 354 350 346 342 338 334 1 0 U A :�-_ r -f') ' BISCAYANE DRIVE P H A v E 1 P n A S r O 0 fl - 23 It A N O La LEGEND: ABBREVIATIONS NOTES: 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 ALL PHASES TO 8 CONSTRUCTED SIM 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 GASKETEO JOINT vi FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. 0-14, EXISTING SURVEY MONUMENT "W3-1' - STOP AHEAD + 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 LIGHT -9500 LUMEN PER C.O.B. STD. ST -14. 1 II +I I II� VARDEN DR. SEE SHEET 3 358 354 350 346 342 338 334 1 0 U A :�-_ r -f') ' BISCAYANE DRIVE P H A v E 1 P n A S r O 0 fl - 23 It A N O La CONSTRUCTION NOTES: NOTES: i FURNISH & INSTAL_ TRAFFIC SIGNS PER C.O.B. STD. T-19: �•2 TOP OF MANHOLE/MP OF CLEANOUT ELEVATION O CONSTRUCT TYPE "B' CURB &GUTTER PER C.O.B. STD. ST -1. 1. SEE SEWER AND WATER PLANS FOR SEWER PLANS 1+10 TAILS. (STA. 10+00.00 TO 18+70.00) SCALE: 1" = 50' HORIZONTAL "Wt -7" - DOUBLE ARROW "R6-1' - ONE WAY 'WI -6" - SINGLE ARROW _ _ D p cu VERT. RVE uj W 7 d- fell "R5-1' - DO NOT ENTER "WI -l" - CURVE ARROW 0 ALL PHASES TO 8 CONSTRUCTED SIM BASE OVER 1.0' COMPACTED O.G. TO COMPACTED TO 95% RELATIVE DENSITY MANHOLE TYPE PER C.O.B. STD. SW -4. O CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL PER C.O.B. STD. ST -9. "R26(CA)" - NO PARKING "W3-3" - SIGNAL AHEAD CONSTRUCT CATCH BASIN UNIT STANDARD PLAN R.S.P. A88A-CASE A. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. 0-14, 'R3 -5R" - RIGHT TURN ONLY "W3-1' - STOP AHEAD TYPE "A" PER C.O.B. STD. D-14. 0¢ PAINT 12" UNIT LINE USING THERMOPLASTIC PAINT PER CALTRANS UNLESS NOTED OTHERWISE" OTHERWISE R4-7" -KEEP RIGHT R4-7' -R81(CA) "S5-2' -END SCHOOL ZONE "S4-2" S SEWER - REFER TO E.N.C.S.O. TR. NO. 6567 SEWER & WATER PLANS � MO J � - WHEN CHILDREN ARE PRESENT 4 E W "W31(CA)" - END "S4-3" - SCHOOL ® SEWER MANHOLE - REFER TO E.N.C.S.D. TR. NO. 6567 SEWER & WATER MANS "W14-1" - DEAD END "R2-1" - SPEED LIMIT 20 tr > > W M "Wi4-2" - NO OUTLET 0 a Ts FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) W FURNISH &INSTAL_ IRRIGATION CONDUIT iI W� { A�. ; i— PHASE BOUNDARY ; iC M i t i v, i ; � r r W+ J J •� � M f i ! 3 E N I f La ��__i.-�_ t 1 BOX & INSTALL SPLICE INTERCONNECT ; ; ( i ' ; i -- PROPOSED EDGE OF PAVEMENT i f O CURVE NUMBER FOR CURVE DESCRIPTION ALONG CURB G W SECTION DESIGNATION: 00 O - i it F I 3 ± '1, Ex . 30-20 25 0 50 100 � f - ! I - ITEM OF WORK - SEE SCHEDULE ^!- { ! ! --�_' ....__ «". C10- 50 12.5 _•'` f - - SECTION LINEr;==���oP � { i ! r t '' d i , f C ( f 7 i i i � i 00 ( i i —N' U _ an j m U'CAI d i �_ ' i EXISTING GRJND.-_� .4`—__..___-__j”' j i m ci 98x'.'..__""'—_'_ i __ E)0$TIN0_=KJNu -i 1 ;— i i - 3 ! ' t_ ? _ S=0;51% }- 397 + 1 � � �..j--.--T �I k6POSED r _ -` ! SOUTH FLOWLINE # i ^ 1 NORTH > • I j ; 3 PRdPOSED FLQWUNE i t t ! t i f ' I 3 i , i i k tLi A { _ —r.' —fir__ t _--'-. Mme/ '�r. _ f i • • i W i ! i ! i k t ; i t [ i i , i 7 d 1 i ; J J J I I 4 TI � i r R + w a i 1 i i I k i i i i 1 iLi j { + i I f t f a 1 4 1 i i ; 1 S 10+00 11+00 12+00 13+00 14+00 15+00 (STA. 10+00.00 TO 18+70.00) SCALE: c„ 1 , 50' HORIZONTAL 358 354 350 346 342 338 334 16+00 17+00 18+00 19+00 50.00' VERT• CURVE E JLTANEOUSLY 358 354 350 346 342 338 334 20+00 10+00 11+00 12+00 13+00 14+00 15+00 (STA. 10+00.00 TO 18+70.00) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 10' VERTICAL 16+00 17+00 18+00 19+00 358 354 350 346 342 338 334 20+00 R1-1 CONSTRUCTION NOTES: NOTES: i FURNISH & INSTAL_ TRAFFIC SIGNS PER C.O.B. STD. T-19: �•2 TOP OF MANHOLE/MP OF CLEANOUT ELEVATION O CONSTRUCT TYPE "B' CURB &GUTTER PER C.O.B. STD. ST -1. 1. SEE SEWER AND WATER PLANS FOR SEWER PLANS 1+10 TAILS. "Rt -1" -STOP "Wt -7" - DOUBLE ARROW "R6-1' - ONE WAY 'WI -6" - SINGLE ARROW _ _ D CONSTRUCT STORM DRAIN PER CITY STANDARDS 2O CONSTRUCT 5A' 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 "R5-1' - DO NOT ENTER "WI -l" - CURVE ARROW 0 CONSTRUCT STORM DRAIN "A' BASE OVER 1.0' COMPACTED O.G. TO COMPACTED TO 95% RELATIVE DENSITY MANHOLE TYPE PER C.O.B. STD. SW -4. O CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL PER C.O.B. STD. ST -9. "R26(CA)" - NO PARKING "W3-3" - SIGNAL AHEAD CONSTRUCT CATCH BASIN UNIT STANDARD PLAN R.S.P. A88A-CASE A. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. 0-14, 'R3 -5R" - RIGHT TURN ONLY "W3-1' - STOP AHEAD TYPE "A" PER C.O.B. STD. D-14. 0¢ PAINT 12" UNIT LINE USING THERMOPLASTIC PAINT PER CALTRANS UNLESS NOTED OTHERWISE" OTHERWISE R4-7" -KEEP RIGHT R4-7' -R81(CA) "S5-2' -END SCHOOL ZONE "S4-2" S SEWER - REFER TO E.N.C.S.O. TR. NO. 6567 SEWER & WATER PLANS � MO � - WHEN CHILDREN ARE PRESENT "W31(CA)" - END "S4-3" - SCHOOL ® SEWER MANHOLE - REFER TO E.N.C.S.D. TR. NO. 6567 SEWER & WATER MANS "W14-1" - DEAD END "R2-1" - SPEED LIMIT 20 tr > > W M "Wi4-2" - NO OUTLET 0 SEWER CLEANOUT - REFER TO EN.C.S.O. TR. NO. 6567 SEWER & WATER PLANS Ts FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) W FURNISH &INSTAL_ IRRIGATION CONDUIT iI W� { A�. ; PHASE BOUNDARY ; iC FURNISH & INSTAL_ INTERCONNECT CONDUIT i t i v, i ; � r r J J •� � M f i ! 3 E N I f La ��__i.-�_ r BOX & INSTALL SPLICE INTERCONNECT ; ; ( i ' ; i -- PROPOSED EDGE OF PAVEMENT 4-- f O CURVE NUMBER FOR CURVE DESCRIPTION ALONG CURB SECTION DESIGNATION: 00 O - Gso SECTION UTTER '1, Ex . 30-20 25 0 50 100 NOTE: A O ITEM OF WORK - SEE SCHEDULE «". C10- 50 12.5 - - - - - SECTION LINEr;==���oP + ; ; ! ; f i ? ® ���' f C ( f I i ; i� 00 ( i —N' _ an j m U'CAI d i �_ ' i EXISTING GRJND.-_� .4`—__..___-__j”' j i 98x'.'..__""'—_'_ f 1 i ! S=0;51% � � �..j--.--T �I k6POSED r _ -` ! SOUTH FLOWLINE # i 1 > • I f ; 3 i t t ! t i { Ie71�• t i t i , 7 1 I 10+00 11+00 12+00 13+00 14+00 15+00 (STA. 10+00.00 TO 18+70.00) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 10' VERTICAL 16+00 17+00 18+00 19+00 358 354 350 346 342 338 334 20+00 R1-1 CONSTRUCTION NOTES: NOTES: i FURNISH & INSTAL_ TRAFFIC SIGNS PER C.O.B. STD. T-19: �•2 TOP OF MANHOLE/MP OF CLEANOUT ELEVATION O CONSTRUCT TYPE "B' CURB &GUTTER PER C.O.B. STD. ST -1. 1. SEE SEWER AND WATER PLANS FOR SEWER PLANS 1+10 TAILS. "Rt -1" -STOP "Wt -7" - DOUBLE ARROW "R6-1' - ONE WAY 'WI -6" - SINGLE ARROW _ _ D CONSTRUCT STORM DRAIN PER CITY STANDARDS 2O CONSTRUCT 5A' 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 "R5-1' - DO NOT ENTER "WI -l" - CURVE ARROW 0 CONSTRUCT STORM DRAIN "A' BASE OVER 1.0' COMPACTED O.G. TO COMPACTED TO 95% RELATIVE DENSITY MANHOLE TYPE PER C.O.B. STD. SW -4. O CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL PER C.O.B. STD. ST -9. "R26(CA)" - NO PARKING "W3-3" - SIGNAL AHEAD CONSTRUCT CATCH BASIN UNIT STANDARD PLAN R.S.P. A88A-CASE A. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. 0-14, 'R3 -5R" - RIGHT TURN ONLY "W3-1' - STOP AHEAD TYPE "A" PER C.O.B. STD. D-14. 0¢ PAINT 12" UNIT LINE USING THERMOPLASTIC PAINT PER CALTRANS UNLESS NOTED OTHERWISE" OTHERWISE R4-7" -KEEP RIGHT R4-7' -R81(CA) "S5-2' -END SCHOOL ZONE "S4-2" S SEWER - REFER TO E.N.C.S.O. TR. NO. 6567 SEWER & WATER PLANS STANDARD SPECIFICATION PTH-02ALKYD - BIKE LANE - WHEN CHILDREN ARE PRESENT "W31(CA)" - END "S4-3" - SCHOOL ® SEWER MANHOLE - REFER TO E.N.C.S.D. TR. NO. 6567 SEWER & WATER MANS "W14-1" - DEAD END "R2-1" - SPEED LIMIT 20 "Wi4-2" - NO OUTLET 0 SEWER CLEANOUT - REFER TO EN.C.S.O. TR. NO. 6567 SEWER & WATER PLANS Ts FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) la FURNISH &INSTAL_ IRRIGATION CONDUIT PHASE BOUNDARY iC FURNISH & INSTAL_ INTERCONNECT CONDUIT ■� ■ ■ �� ■ ■ � ■ ■ � TRACT BOUNDARY ,0 E j Tai TR5 T86 BOX & INSTALL SPLICE INTERCONNECT / ' TR3NISH 3 /2 SIZE TR5 5 SIZETR6N O.0 6 SIZE -- -- PROPOSED EDGE OF PAVEMENT 0 SCALE: 1" =50 O CURVE NUMBER FOR CURVE DESCRIPTION ALONG CURB SECTION DESIGNATION: N C 3 OTAPER NUMBER FOR TAPER DESCRIPTION ALONG CURB SECTION UTTER '1, Ex . 30-20 25 0 50 100 NOTE: A O ITEM OF WORK - SEE SCHEDULE «". C10- 50 12.5 - - - - - SECTION LINEr;==���oP ALL STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD ? ® ���' SECTION IS LOCATED UNLESS OTHERWSE NOTED i... r. 3iOT � / l t