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Home My WebLink About1.1-6824 Ph 1STANDARD 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 U11UTIES 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. I N 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 U11 TTY IS DAMAGED THE CONTRACTOR SHALL BE WHOLLY RESPONSIBLE FOR ITS REPAIR. ALL EXISTING IMPROVEMENTS, (CURB.GUTTER, SIDEWALK, CROSS GUTTER, FENCES, ETC.) THAT ARE REMOVED, DAMAGED OR UNDERCUT SHALL BE REPAIRED OR REPLACED AS DIRECTED BY THE CITY ENGINEER. ALL EXISTING PAVING AND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE REPLACED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWING ST -6, EXCEPT AS NOTED ON PLANS. ALL MANHOLES AND CLEANOUTS WITHIN TRACT, INCLUDING EXISTING MANHOLES, SHALL BE ADJUSTED TO FINISH GRADE IN ACCORDANCE WITH CITY STANDARDS. EXISTING MANHOLES MAY REQUIRE REMOVAL OF EXISTING CONE, AND REMOVAL OR "CHANGE OUTS' OF BARREL RINGS. ALL IMPROVEMSM SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS AND SPECIFICATIONS OF THE CITY OF BAKERSFIELD. THE FOLLOWING CITY OF BAKERSFIELD STANDARDS SHALL BE CONSIDERED PART OF THESE PLANS: ST -1, ST--3, ST -4, ST-6. ST -7, ST -9, ST -10, ST -11, ST -13, ST -14, ST -15, ST -18, ST -19, D -14, D -169 T -1 PAVING FOR RESIDENTIAL AND LOCAL STREETS SHALL BE 0.20' TYPE 113n ASPHALT CONCRETE OVER 0.75' AGGREGATE BASE (PER NOTE 17 ON SHEET 2 OF 8) OVER 1.0' O.G.. O.G. TO BE COMPACTED TO 95X RELATIVE DENSITY PER C.O.B. STD. ST -13. INSTALL STANDARD SURVEY MONUMENT FRAME AND COVER PER CITY OF BAKERSFIELD STD. DWG. ST -13. Q TO BE INSTALLED 0 EXISTING -� INSTALL TRAFFIC CONTROL SIGNS INSTALL STANDARD STREET NAME SIGNS PER C.O.B. STD. T -1 INSTALL METRO SIZE STREET NAME SIGNS PER C.O.B. STD. T -1 -o-- INSTALL STREET LIGHT- HOLOF NNE -LVUI SERIES PER C.O.B. STD. SP7- 86 -10. STREET LIGHTS SHALL MATCH THOSE EXISTING IN THE VICINITY AND IN ACCORDANCE WITH C.O.B. STANDARD DETAIL ST -14. STREETLIGHT LUMINAIRES ARE TO BE LED AS SPECIFIED IN COB SPECIAL PROVISIONS SECTION 86-6.01 OF WHICH MODELS INCLUDE: AMERICAN ELECTRIC LIGHTING ATBQ, AUTOBAHN SERIES LEO TEK EC1 THRU EC7 SERIES CREE XSP /XSPR SERIES AND OTHERS ON APPROVED LIST OR AN EQUIVALENT AS APPROVED BY CITY ENGINEER 7. INSTALL TYPE "B" CURB AND GUTTER, PER C.O.B. STANDARDS, ON ALL STREETS UNLESS OTHERWISE NOTED. 8. INSTALL 5' COMBINATION SM VALK ON ALL LOCAL. STREETS AND 6' COMBINATION SIDEWALK ON ARTERIAL AND COLLECTORS UNLESS OTHERWISE NOTED. 9. SEWER LATERAL LOCATIONS TO TO STAMPED ( S ) INM THE CURB FACE OVER C EACH SEWER LATERAL. STAMP INTO CURB FACE AT ALL MEDIAN CONDUIT CROSSINGS. 100 INSTALL ADDITIONAL # 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 RAMP PER CALTRANS 2002 REVISED DUAL UNIT STANDARD PLAN R.S.P. A88A -CASE A. 12. ALL MANHOLE AND LAMPHOLE FRAME AND COVERS SHALL. BE SET Ile 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 SIGN: SIGN PANELS SHALL BE MOUNTED ON POSTS WITH HAWKINS M2G SERIES SOLT AND VANDAL PROOF NUT ASSEMBLY OR EQUAL ROADSIDE SIGNS INSTALLED PER STD. T -19 SHALL BE LOCATED WITHIN SIDEWALK 60 FROM BACK. 15. ANY WORD CONNECTING TO E1lISTING PUBLIC FACILITIES FROM PRIVATE PROPERTY WILL REQUIRE AN ENGINEER`S ESTIMATE FOR THE WORK IN THE EXISTING PUBLIC RIGHT -CIF -WAY TO ESTABUSH THE NECESSARY DEPOSIT. [Underground Service Alert Call: TOLL FREE 1 -800- 227 -2680 TWO WORKING DAYS BEFORE WING TYPICAL CATCH BASIN LOCATION AT CURB RETURN N.T.S. PHA 3 E CITY OF BAKERSFIELD KERN COUNTY CALIFORNIA STREET CONSTRUCTION PLANS FOR TRACT NO. 6824 PHASE 1 XADA AVENUE Y TRACT TRACT No. 6916 VACANT LANDS E 2. LJV%C J'!C Now . --- PHASE NOTE: ALL PHASES ARE OWNED BY THE SAME OWNER. ALL PHASES TO BE CONSTRUCTED SIMULTANEOUSLY PROJECT MAP scams: r =zoo• Q SHEET NO. INDEX LIST OF MATERIALS ITEM UNIT TOTAL A.C. PAVING TONS 1624 CL. 11 AGG. BASE C:UYD 1618 SUBGRADE PREPARATION SOYD 13299 6" CURB AND GUTTER LF 4968 HANDICAP RAMPS EA. 10 DRIVEWAYS SOFT 5520 SIDEWALK SQFT 17579 CROSS GUTTERS EA. 1 STANDARD STREET NAME SIGNS EA. 8 METRO STREET NAME SIGNS EA. 1 STOP SIGNS EA. 5 5800 LUMEN STREET LIGHTS EA. 7 MONUMENT ENCASEMENTS EA. 6 LOCAL STREET FRONTAGE 4082 LF COLLECTOR STREET FRONTAGE 942 LF LEGEND. 0 ABBREVIATIONS FL FLOWUNIE POVC POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL. CURVE BCR BEGIN CUTS 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 DRAM MANHOLE FC FINISH CONCRETE INV INVERT RCP REINFORCED CONE PIPE G.B. GRADE BREAK RGJ RUBBER GASIKETED ANT a FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. EXISTING SURVEY MONUMENT FURNISH do INSTALL STREET SIGN PER C.O.B. SID. T -1. FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T -1. -t7- FURNISH & INSTALL STREET LIGHT- HOLOPHANKE -1-0 SERIES PER C.O.B. SM. SP7- 86 -10. �L FURNISH do INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: 'R1 -1' - STOP 'WI -7' - DOUBLE ARROW 'R6 -1' - ONE WAY "W1 -6" - SINGLE ARROW "R5 -1' - DO NOT ENTER 'WI-I' - CURVE ARROW "R26(CA)" - NO PARKING 'W3 -3' - SIGNAL AHEAD 'R3 -5R' - RIGHT TURN ONLY 'W3-1' - STOP AHEAD 'R4-7' - KEEP RIGHT 'S5-2' - END SCHOOL ZONE 'R81(CA)' - BIKE LANE 'S4 -2' - WHEN CHILDREN ARE PST 'W31(CA)' - END 'S4-3' - SCHOOL 'W14 -1' - DEAD END V -1' - SPEED LIMIT 20 OW14 -2" - NO OUTLET .M, 363.22 .C? TOP OF MMHOLE/MP OF CL.EANOUT ELEVATION T D CONSTRUCT STORM DRAIN PER CITY STANDARDS 0 CONSTRUCT STORM DRAIN MANHOLE TYPE *80 PER C.O.B. STD. D -18. CONSTRUCT CATCH BASIN TYPE A PER CrO.B. STD. S-1 2. -�- • g CONSTRUCT SEWER PER E.N.C.S.D. STANDARDS CONSTRUCT SEWER MANHOLE PER E.N.C.S.D. STD. DET. NO. S -7 0 CONSTRUCT SEWER CLEAN OUT PER E.N.C.S.D. BET. NO. S -5 CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) PHASE BOUNDARY �-■ ! - - ! TRACT BOUNDARY - -- -- -- PROPOSED EDGE OF PAVEMENT Ts FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT IR FURNISH & INSTALL IRRIGATION CONDUIT Ic FURNISH do INSTALL INTERCONNECT CONDUIT !13 TB5 -- FINISH & INSTALL SPLICE BOX FOR INTERCONNECT TR3 =N0. 3 1/2 SIZE TR5 =NO. 5 SIZE TRG =NO. 6 SIZE 1 CURVE NUMBER FOR CURVE DESCRIPTION ALONG CURB i TAPER NUMBER FOR TAPER DESCRIPTION ALONG CURB ITEM OF W - SEE SCHET)ULE CTTOIN LETTER A -- - ----- SEC110N LINE 1 SHEET SECTION 1S LOCATED VICINITY MAP N.T.S. NOTE*- 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. TELEPHONE 326 -3049 2. ALL MATERIALS SUPPLIED FOR THIS PROJECT WILL REQUIRE A CERTIFICATE OF COMPLIANCE STATING THAT THE REQUIREMENTS do STANDARDS SET FORTH BY THE CITY OF BAKERSFIELD HAVE BEEN MET. 3. NO CITY INSPECTIONS WILL BE GIVEN FOR THE WORK IN THIS AREA UN11L A STREET PERMIT IMTH 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 KNOY&EDGE AND BELIEF COMPLY KITH 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 JENCOUNTERED DURING CONSTRUCTION SHA CORR D AND SUCH CORRECTIONS REFLECTED ON CORRECTED P NS SU MIT D TO /THE CITY ENGINEER. 9 ROGER A. McINTOSH R.C.E. 33322 DATE APPROVED BY: NICOLAS FIDLER, PUBLIC WORKS DIRECTOR R.C.E. NO. 61069 EXP. 12 -31 -14 ,9� REVIEWED BYE REVIEWED BY: BASIS OF BEARNGSom 0� DATE CT'.'05; 1 J+ ASSISTANT PUBLIC *RKS DIRECTOR q/lcfl/9 TRAFFIC ENGINEER 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. 69 PG. 26 IN THE OFFICE OF THE KERN COUNTY SURVEYOR WAS USED AS THE BASIS OF BEARINGS SHOWN HEREON. BENC ARK: TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE INTERSECTION OF BUENA VISTA ROAD AND CALICO PEAK STREET. ELEVATION = 348.89' (USGS DATUM) PER TRACT NO. 6104 PHASE 5 LEGAL DESCRPTION: 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. BALMORHEA STREET 4. FORT SANDERS AVENUE &COOPER LAKE AVENUE 5. LOCKHART LANE, ESTACADA AVENUE, & MONAHAN STREET 6. MOUNTAIN VISTA DRIVE 70 STRIPING PLAN - MOUNTAIN VISTA DRIVE C4 ~ .c c CL W 0 STANDARD NOTES (CONT. ASPHALT CONCRE.TE PAVING NOTES.* TRENCHING NOTE STORM DRAIN NOTES.* now" 16, CONTRACTOR Sett PROVIDE 1 SPARE STREET LIGHT. FOR EVERY 1 C'# INSTALLED 1. TRENCH EXCAVATION 1. ST $ P_ IPE TO CITY OF BAKERSF�L.D, PUBLIC WORKS DEPT. GENERAL. SER"� Df'�1<�f+ON. 1. ASPHALT CONCRETE SHALL BE TYPE 'A' (MODIFIED) FOR ALL ARTERIAL AND COLLECTOR STREETS ,gjN N AND TYPE B (MODIFIED) FOR LOCAL STREETS AND SHALL CONFORM TO THE PROVISIONS IN "ASPHALT THE EXCAVATION OF TRENCHES FOR PIPING LAID IN THE GROUND SHALL BE IN STORM DRAIN PIPE. CONTRACTOR SHALL UTILIZE RCP PIPE CLASS III NTH RUBBER 17. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD t SECTION 39, CONCRETE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. OPEN -CUT FROM THE SURFACE OF THE GROUND EXCEPT WHERE BORING IS REQUIRED. THE TRENCHES SHALL BE OF WIDTH AS SHOWN ON STANDARD 5 -39 AND DETAILED GASKET JOINTS PER ASTM SPECIFICATION C -76, UNLESS OTHERWISE NOTED ON THE PUBUC WOWS DEPT. FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTIED w �p SECTIONS ON THE PLANS FOR PROPER PIPE INSTALLATION. CONTRACT PLANS. STIREEI RIGHT -OF -WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON M APPROVED ENG NEER'S ESTIMATE FOR THE WORK 2, 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 THE HOLES FOR BELLS AND FITTINGS SHALL BE EXCAVATED BY HAND, TO A WIDTH REINFORCED CONCRETE PIPE. REINFORCED CONCRETE PIPE TE P SHALL CONFORM TO THE PROVISIONS IN SECTION 65, "REINFORCED CONCRETE PIP " E OF THE STANDARD PERFORMED WITHIN THE RIGHT-OF-WAY AND INSURANCE SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. _ SECTION 39 2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS FOR 3/4" MAXIMUM, MEDIUM GRADING. PROVIDING UNIFORM BEARING ALONG THE LENGTH OF THE PIPE. IT IS THE INTENTION OF THESE REQUIREMENTS TO PROVIDE FIRM, UNIFORM BEARING FOR THE PIPE. . SPECIFICATIONS AND THESE SPECIAL PROVISIONS. 18. AGGREGATE BASE: AGGREGATE BASE MATERIAL. FOR ARTERIAL do COLLECTOR 3. ASPHALT BINDER FOR TYPE A (MODIFIED) ASPHALT CONCRETE SHALL BE PG 64 -10 PERFORMANCE GRADED CO CONTRACTOR SMALL PROVIDE TRENCHING IN ACCORDANCE WITH THE DETAILED SECTIONS EXCEPT AS OTHERWISE DESIGNATED BY CLASSIFICATION ON THE PLANS OR AN IN THE m SAYS ALL. MEET THE SPECIFlCATfONS FOR CLASS 2 AIEGATE BASE ASPHALT,. UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER. ASPHALT BINDER FOR TYPE B (MODIFIED) ASPHALT CONCRETE SHAD_ BE PG 64 -10 PERFORMANCE GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE PROVIDED IN THE PLANS. SELECTION OF TRENCH TYPES WILL BE AS REQUIRED BY THE SPECIFICATIONS, JOINTS FOR CULVERT AND DRAINAGE PIP ES SHALL CONFORM TO THE PLANS OR SPECIFICATIONS FOR STANDARD JOINTS. (CL 2 AB) CONFORMING TO SECTION 26 OF THE STATE STANDARD SPECIFICATIONS, CITY ENGINEER. THE ASPHALT BINDER SHALL CONFORM TO THE REQUIREMENTS IN THE TABLE R FOR OF PIPE SELECTED FOR CONSTRUCTION. STORM DRAIN AND U1ILITY CONDUIT LATEST EDITION; HOWEVER, NO RECYCLED OR RECLAIMED MATERIAL WILL BE ALLOWED. BASE MATERIAL IN LOCAL ROADS SHALL BE EITHER CL 2 AB OR _ _ "STEAM REFINED PAVING ASPHALTS," IN SECTION 92 1.02, "GRADES," OF THE STANDARD INSTALLATIONS SHALL MEET CITY STANDARD S -39. ,. HYDROSTATIC TESTS SPECIFIED BY SECTION 65 -1.08 LAYING SIPHON AND PRESSURE " CRUSHED ECX1S BASE (CMB� CONFORMING CONFORMING TO SECTICSECTION 2C� -2.4 OF SPECIFICATIONS. LI TRENCH LINES SHALL MEET ALL FEDERAL AND STATE SAFETY REQUIREMENTS. PIPE, OF THE STANDARD SPECIFICATIONS WILL NOT BE RE UI Q RED. N THE GREENBOOK . 4, THE AMOUNT OF ASPHALT BINDER TO BE MIXED WITH THE MINERAL AGGREGATE SHALL BE DETERMINED BY 2. BRACING MD SHORING REINFORCED CONCRETE PIPE SHALL HAVE RUBBER GASKETED JOINTS CONFORMING TO LEGATE BASE SHALT. BE FURNISHED ANO PLACED IN ACCORDANCE WITH P A EGATf�JwCT URNI m 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 - SECTION 65- 1.068, "RUBBER GASKETED JOINTS", OF THE STANDARD SPECIFICATIONS. PLANS, THE S 4RD SPED ATI+ONS FOR PUBUC ES CONSTRUCTION AND THESE DETAILED SPECIFICATIONS. AGGREGATE BASE ENGINEER. EXCAVATION SHALL BE SUPPORTED AS SET FORTH IN THE E RULES, ORDERS, AND REGULATIONS OF THE STATE Of4'fSI�! � INDUSTRIAL SAFETY. IF THE CONTRACTOR HANDLING OF MATERIALS. ALL PIPE Fl , FLINGS, SPECIALS AND CASTINGS MUST BE SHALL BE GRADED TO WITHIN THE CITY T AND COMPACTED TO 95% OF TIME MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D -1557. 5. AT LEAST 14 DAYS PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL SUBMIT THE FOLLOWING FOR THE DESIRES TO DEVIATE FIROM THE SAFETY ORDERS HE SHALL SUBMIT DATA BY A REGISTERED CIVIL ENGINEER TO THE STATE DIVIS ON I OF INDUSTRIAL SAFETY JUSTIFYING CAREFULLY HANDLED AT ALL TIME . S ONLY SUITABLE AND PROPER EQUIPMENT AND APPLIANCES SHALL BE USED FOR S THE SAFE LOADING, HAULING UNLOADING HANDLING • CITY ENGINEERS REVIEW AND APPROVAL THE ALTERNATE PROCEDURES TO BE USED. FAILURE TO COMPLY WITH ANY OF THESE AND PLACING OF MATERIALS, SPECIAL CARE SHALL BE EXERCISED SO THAT PREFORMED 19. SUBGRAOE PREPARATION: THE CONTRACTOR SHALL FINE GRADE AND COMPACT A. A LIST OF AGGREGATE AND ASPHALT SOURCES. RULES, ORDERS AND REGULATIONS SHALL BE SUFFICIENT CAUSE FOR THE STATE DIVISION TO IMMEDIATELY SUSPEND ALL WORK. COMPENSATION FOR SSES O INCURRED BY THE L RESILIENT JOINTS ON PIPE AND FITTINGS WILL NOT BE DAMAGED. ANY PIPE OR FITTING WITH A JOINT DAMAGED OR FLATTENED WILL CAUSE THAT PIPE OR FITTING TO BE STMT SUBGRADE IN ACCORDANCE WITH THE CONTRACT PLANS, CITY REQUIREMENTS AND STANDARD SPECIFICATIONS. SUBGRADE SHALT,. BE GRADED B. DOCUMENTATION VERIFYING THAT THE AGGREGATES TO BE INCORPORATED IN THE WORK CONFORM CONTRACTOR BY SUCH AN EMERGENCY SUSPENSION SHALL NOT BE ALLOWED. DURING BACKFILLING, THE BOTTOM OF TIME SHORING SHALL BE KEPT ABOVE THE LEVEL OF THE REJECTED. TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95X OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D -1557. TO THE REQUIREMENTS OF SECTION 39 -2.02, "AGGREGATE," OF THE STANDARD BACKFILL AT ALL TIMES. PIPE LAYING. NO PIPE SHALL BE LAID UNTIL THE ENGINEER INSPECTS AND APPROVES SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MATERIAL SIEVE ANALYSIS AND SAND THE CONDITION OF THE BOTTOM OF THE TRENCH. PIPE SHALL BE INSTALLED IN STRICT 20. COMPACTION TINS SIHAL.L. BE THE RESPONSIBILITY OF THE DEVELOPER EQUIVALENT TEST RESULTS SHOULD NOT BE OLDER THAN SIX (6) MONTHS. ALL OTHER TEST SECTION 6422 OF THE CALIFORNIA LABOR CODE REQUIRES THE CONTRACTOR TO SUBMIT ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. SHALL BER CONO TOR. THE NUMBER AND LOCATION OF REQUIRED RESULTS SHALL BE NO OLDER THAN ONE (1) YEAR. 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 PIPE LAYING SHALL BEGIN FROM THE DOWNSTREAM END OF THE STORM DRAIN OR AS SIiALI. BE DETERMINED BY THE CITY ENGINEER. C. AN ASPHALT CONCRETE MIX DESIGN DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 367. OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE DIRECTED BY THE ENGINEER. PIPE LAYING SHALL PROCEED WITH EACH PIECE LAID TRUE 1 CONTROL LABORATORY TEST RESULTS ON WHICH THE DESIGN AS BASED SHALL BE SUBMITTED WITH THE MIX EXCAVATION OF TRENCHES NECESSARY FOR THE CONSTRUCTION OF THE PROJECT. IF TO LINE AND GRADE, AND IN SUCH A MANNER AS TO FORM A CLOSE CONCENTRIC JOINT • ��- DESIGN ALONG WITH THE THEORETICAL MAXIMUM DENSITY OF TIME DESIGN MIXTURE AS SUCH PLAN VARIES FROM THE SHORING SYSTEM STANDARD ESTABLISHED BY THE WITH THE ADJOINING PIPE AND TO PREVENT SUDDEN OFFSETS IN THE FLOW LINE. AS THE DETERMINED BY ASTM D2041. THE ASPHALT CONCRETE MIX SHALL MEET THE REQUIREMENTS CONSTRUCTION SAFETY ORDERS, THE PLANS SHALL BE PREPARED AND CERTIFIED BY A WORK PROGRESSES, THE INTERIOR OF THE PIPE SHALL BE CLEARED OF ALL DIRT AND CONTRACTOR SHALL OBTAIN A COPY OF THE OUST CONTROL PLAN (DCP) FOR THIS PROJECT OF SECTION 39 -2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL REGISTERED CIVIL OR STRUCTURAL ENGINEER; HOWEVER, USE OF SYSTEMS THAT ARE DEBRIS OF EVERY DESCRIPTION. PIPE SHALL NOT BE LAID MEN THE CONDITION OF THE FROM THE DEVELOPER, AND SHALL KEEP A COPY ON SITE AT ALL TIMES. FOR THE DURATION PROVISIONS. IF THE DATA SUBMITTED SHOWS THAT THE MATERIALS ARE SUBSTANTIALLY THE SAME LESS EFFECTIVE THEN THOSE REQUIRED BY THE CONSTRUCTION SAFETY ORDERS IS TRENCH OR THE WEATHER IS UNSUITABLE. AT TIMES WHEN WORK IS NOT IN PROGRESS, OF CONTRACTORIS OCCUPANCY OF THE SITE, CONTRACM IS REQt11RE0 TO COMPLY WITH THE AS WHEN THE DESIGN WAS PREPARED, THE DESIGN MAY BE UP TO THREE (3) YEARS. OLD. THE PROHIBITED ON THIS PROJECT. OPEN ENDS OF PIPE AND FITTINGS SHALL BE CLOSED. PROVISIONS OF SAID PLAN. CONTRACTOR SHALL BEAR ALL COSTS ASSOCIATED WITH THE ASPHALT CONCRETE MIX DESIGN. 3. TRENCH BACKFILL WITH BELLED END PIPE, BELL HOLES SHALL THEN BE EXCAVATED AT EACH JOINT TO 22. STORM MATER POILUTION ffi5ftMON, 6. WHERE NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM TO EXISTING PAVED SURFACES, THE EXISTING PAVEMENT SHALL BE SAW CUT IN A NEAT STRAIGHT LINE, EITHER PARALLEL OR PERPENDICULAR TO THE TRENCHES SHALL NOT BE LEFT OPEN FARTHER THAN THREE HUNDRED (300) FEET IN FACILITATE THE JOINT OPERATIONS, AND SHALL BE ONLY OF SUFFICIENT SIZE FOR THAT PURPOSE. IN ORDER THAT BELL HOLES MAY BE PROPERLY LOCATED, NOT MORE THAN CONTRACTOR SHALL OBTAIN A COPY OF THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) CENTERLINE OF THE STREET, AND AT A MINIMUM DISTANCE OF ONE (1) FOOT FROM THE EXISTING EDGE OF PAVEMENT. ADVANCE OF PIPE LAYING OPERATIONS OR TWO HUNDRED (200) FEET TO THE REAR SIX (6) HOLES SHALL BE EXCAVATED AHEAD OF ACTUAL PIPE LAYING, ON ACCOUNT OF FOR THIS PROJECT FROM THE DEVELOPER, AND SIHAT.L. KEEP A COPY ON SITE AT ALL TUB. FOR THEREOF, UNLESS OTHERWISE PERMITTED BY THE ENGINEER. TIME VARIATIONS IN JOINT CONSTRUCTION OPERATIONS. THE DURATION OF CONTRACTOR'S OCCUPANCY OF THE SITE, CONTRACTOR IS REQUIRED TO COMPLY WITH THE PROVISIONS OF SAID PLAN. 7. A PRIME COAT WILL NOT BE REQUIRED ON NON -PAVED AREAS TO BE SURFACED PRIOR TO THE PLACEMENT OF ASPHALT CONCRETE. HOWEVER, ALL OTHER REQUIREMENTS OF SECTION 39 -4.01, "SUBGRADE," OF THE ALL WORK SHALL CONFORM TO THE APPLICABLE SECTIONS CIF' THE STANDARD THE CONTRACTOR SHALL MAKE PROVISIONS FOR PREVENTING FOREIGN MATERIAL FROM STANDARD SPECIFICATIONS SHALL BE MET. SPECIFICATIONS, DATED JULY, 1992. BEDDING CLASS SHALL BE AS SPECIFIED IN THE BEING FLUSHED INTO AN EXISTING STORM DRAIN LINE. 23, CONSTRUCTION OPERATIONS SHALL � ACTIVELY IN PROGRESS ONLY BETWEEN THE H 8:30 A.M. - 4:00 P.M., MONDAY THROUGH FRIDAY, EXCEPT LEGAL 8, THE AREA TO WHICH PAINT BINDER HAS BEEN APPLIED SHALL BE CLOSED TO PUBLIC TRAFFIC. CARE SHALL PIPE OPTIONS. STORM DRAIN AND UTILITY CONDUIT INSTALLATIONS SHALL BE IN ACCORDANCE NTH CITY STANDARD S- 39, EXCEPT THAT COMPACTION SHALL BE NO LESS CUTTING PIPE. THE CONTRACT OR SHALL PERFORM ALL WORK OF CUTTING PIPE AND HOLIDAYS, WHERE CONSTRUCTION OPERATIONS ARE ACTIVELY IN PROGRESS, A BE TAKEN TO AVOID TRACKING BINDER MATERIAL ONTO THE EXISTING PAVEMENT SURFACE BEYOND THE THAN NINETY PERCENT (9OX) UP TO THIRTY INCHES (30m) FROM FINISHED GRADE. SPECIAL CASTING NECESSARY TO THE ASSEMBLY, S EMBLY, ERECTION, AND COMPLETION €�' THE WORK. ALL PIPE SHALL BE CUT TO FIT ACCURATELY WrTI-I SMOOTH EDGES AND FACES. MINIMUM � ONE TRAFFIC LANE, NOT LESS THAN TWELVE FEET IN WIDTH, SHALL BE OPEN FOR USE BY PUBLIC TRAFFIC. WHERE CONSTRUCTION OPERATIONS ARE NOT LIMITS OF CONSTRUCTION. BACKFILL MATERIALS IN THE PIPE ZONE SHALL BE PLACED IN LAYERS NOT TO EXCEED THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CORRECTNESS OF CUTTING AND NO ADDITIONAL COMPENSATION Well BE ALLOWED FOR ANY MATERIALS ACTIVELY IN PROGRESS, NOT LESS THAN TWO SUCH LANES SHALL BE OPEN FOR USE 9. PAVING SEAMS SHALL BE LOCATED TO MATCH DESIGNED TRAFFIC; LANE STRIPE LOCATIONS UNLESS TWELVE (12) INCHES SIMULTANEOUSLY, ON EACH SIDE OF THE PIPE, IN SUCH A MANNER WHICH ARE DAMAGED OR INCORRECTLY CUT. BY PUBLIC TRAFFIC. PUBLIC TRAFFIC MAY BE PERMITTED TO USE THE SHOULDERS OTHERWISE PERMITTED BY THE CITY ENGINEER. AS NOT TO DAMAGE OR DISTURD THE PIPE OR ITS ALIGNMENT AND GRADE. AND, IF HALF-MOTH CONSTRUCTION METHODS ARE USED, MAY ALSO BE PERMITTED 2. BOREDIJACKED PIPE TO USE THE SIDE OF THE ROADBED OPPOSITE TO THE ONE UNDER CONSTRUCTION. 10. INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE CITY ENGINEER. ADDITIONAL BACKFILL MATERIAL ABOVE THE PIPE ZONE SHALL BE FREE OF DELETERIOUS MATERIALS NO ADDITIONAL COMPENSATION WALL BE ALLOWED FOR ANY SHAPING OF SHOULDERS NECESSARY FOR THE ACCOMMODATION OF PUBUC TRAFFIC THEREON DURING PAVING ASPHALT CONCRETE SHALL BE PLACED AT ROAD CONNECTIONS AND PRIVATE DRIVES WHERE SHOWN ON THE PLANS AND AS DIRECTED BY THE CITY ENGINEER AND SHALL BE HAND RAKED, IF NECESSARY, AND COMPACTED AND LUMPS OR STONES EXCEEDING THREE (3) INCHES IN GREATEST DIMENSION AND SHALL BE PLACED IN LAYERS NOT EXCEEDING EIGHTEEN (18) INCHES. EACH LAYER CASING OR SMOOTH OUTSIDE WALLED PIPE FOR BORED /JACKED PIPE SHALL BE OPERATIONS, TO FORM SMOOTH, TAPERED CONNECTIONS. SHALL BE THOROUGHLY COMPACTED BY VIBRATORY OR MECHANICAL TAMPING, OR BY A INSTALLED. IT SHALL HAVE EVEN BEARING THROUGHOUT ITS LENGTH AND SHALL SLOPE TOWARD ONE END. SPACE BETWEEN CASING AND PIPELINE SHALL BE BACKFILLED WITH IN ORDER TO EXPEDITE THE PASSAGE OF PUBLIC TRAFFIC THROUGH OR AROUND THE 11. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS 0.15 FOOT OR LESS, PAVING 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 SAND. IF THE PIPE AND CASING ARE INSTALLED BY BORING, THE SPACE AROUND THE CASING ALSO SHALL BE BACKFILLED WITH GROUT CCU OR SAND. THE ENDS OF SPACE WORK AND INHERE ORDERED BY THE ENGINEER, THE CONTRACTOR SFtALL, AT HIS OWN EXPENSE, FURNISH, INSTALL AND MANTAIN CONSTRUCTION AREA SIGNS, LIGHTS, 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 ABOVE THE PIPE ZONE WILL BE ALLOWED. BETWEEN THE CASING AND THE PIPE SHALL BE SEALED WITH GROUT. THE STRENGTH E GTH FLARES, TEMPORARY RAILING (TYPE K BARRICADES, ), AND OTHER FACILITIES FOR THAN THAT WHICH CAN BE SURFACED DURING THE FOLLOWING SHIFT OF IMPORTED BEDDING AND BACKFILL MATERIAL SHALL BE OBTAINED, AND ANY EXCESS OF PIPE DESIGNATED IN THE PLANS OR SPECIFICATION S IS DETERMINED FOR VERTICAL THE SOLE CONVENIENCE AND DIRECTION OF PUBLIC TRAFFIC, ALSO, INHERE NORMAL PAVING OPERATIONS. RATIONS. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG TIME TRANSVERSE BEDDING DD NG AND BACKFILL MATERIAL SHALL BE DISPOSED, BY ANY LEGAL MEANS AT THE LOAD Y ANY L ADDITIONAL STRENGTH REQUIRED BY BORING /JACKING OP OPERATIONS / S DIRECTED BY THE ENS, THE CONTRACTOR SHALL FURNISH COMPETENT DROP -OFFS ON EACH LANE. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED DISPOSAL OF THE CONTRACTOR. SHALL BE FURNISHED AT THE CONTRACTORS EXPENSE. FLAGMEN WHOSE SOLE DUTIES SHALL CONSIST OF DIRECTING THE MOVEMENT OF PUBUC TRAFFIC THROUGH OR AROUND THE WORK. TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TQ PUBUC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BAND BREAKER, MAY BE PLACED CONFORMS TO FACILITATE THE REMOVAL OF THE THE CONTRACTOR MAY SUBMIT TO THE ENGINEER STEVE ANALYSIS FOR UTILIZATION OF THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER FOR APPROVAL ALL PLANS OF CONFORMS WHEN PAVING OPERATIONS RESUME. IN -SITU MATERIALS. BORING/JACKING OPERATIONS PRIOR TO BORING OR JACKING. 24. REMOVE TRAFFIC STRIPES AND PAVEMENT MARKINGS. TRAFFIC STRIPES MO PAVEMENT MARKINGS TO BE REMOVED WILL BE AS SHOWN ON PLANS AND AS DESIGNATED BY THE 12. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS MORE THAN 0.15 FOOT, PAVING ACHIEVING FIRM BEDDING BELOW P,,IPE SPRINGLI CONTRACTOR SHALL PROVIDE "FIRM BORING /JACKING OPERATIONS SHALL BE CONDUCTED IN A SAFE AND EFFICIENT MANNER • ENGINEER. OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT THE LAYER OF ASPHALT CONCRETE IS PLACED BEDDING" SUPPORT FOR THE PIPE BELOW THE SPRINGUNE. FIRM BEDDING MEANS THAT CONSISTENT WITH CURRENT ACCEPTED PROCEDURES. WATER BORING SHALL NOT BE' ON ALL CONTIGUOUS LANES OF THE TRAVELED WAY BEFORE THE LANES ARE OPENED TO PUBUC TRAFFIC. AT THE PIPE MUST REST ON THE GRANULAR MATERIAL SPECIFIED PREVIOUSLY IN THE PERMITTED. THE CASING PIPE SHALL BE JACKED WITH SUCH PRECISION THAT WILL TRAFFIC STRIPES AND PAVEMENT MARKINGS SHALL BE REMOVED TO THE FULLEST EXTENT 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 SPECIFICATIONS. ALLOW THE REPLACEMENT OF THE PIPEUNE TO THE LINE AND GRADE AS INDICATED ON THE PLANS. POSSIBLE FROM THE PAVEMENT BY ANY METHOD THAT DOES NOT MATERIALLY DAMAGE THE SURFACE OR TEXTURE OF THE PAVEMENT OR SURFACING. WHERE BLAST CLEANING IS 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 BELL OR COUPLING HOLES SHALL BE CAREFULLY EXCAVATED AT PROPS INTERVALS, S' SO THAT NO PART OF THE LOAD IS SUPPORTED BY THE BELLS OR COUPUNGS. DURING UPON CC�IPLETION OF THE INSTALLATION OF 11-I E CASING AND INSTALLATION OF THE USED FOR THE REMOVAL OF PAINTED TRAFFIC STRIPES AND PAVEMENT MARKINGS, THE AREA SHALL BE SHIELDED SO THAT NO MATERIAL FROM THE BLASTING OPERATION IS TO PUBUC TRAFFIC. KRAFT' PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED BEDDING AND BACKFILLING, CONSOLIDATION OF MATERIAL AROUND AND UNDER BELLS PIPELINE TO GRADE, THE VOID BETWEEN THE CASING OR RC PIPE AND THE EXCAVATION ALLOWED TO ENTER THE AREA THAT IS OPEN TO THE PUBUC TRAFFIC. SAND OR OTHER UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. AND COUPUNGS SHALL BE AVOIDED. 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 MATERIAL DEPOSITED ON THE PAVEMENT AS A RESULT OF REMOVING TRAFFIC STRIPES AND MARKINGS SHALL BE REMOVED AS THE WC)Rlt PROGRESSES. ACCUMULATIONS OF 13. ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM 92 PERCENT OF THE MAXIMUM THEORETICAL 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. APPROVAL. SAND OR OTHER MATERIAL WHICH MIGHT INTERFERE WITH DRAINAGE OR MIGHT CONSTITUTE A HAZARD TO TRAFFIC WALL NOT BE PERMITTED. DENSITY AS DETERMINED BY ASTM D -2041. IN -PLACE DENSITY SHALL BE DETERMINED IN ACCORDANCE SHOVEL - SLICING OR HAND TAMPING SHALL BE DONE BEFORE THE BEDDING IS BROUGHT IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN A SAFE OPERATION AT ALL WITH CALIFORNIA TEST 375. UP TO TIME QUARTER POINT OF THE PIPE. TIMES. SHOULD THE TUNNEL HEADING OPERATIONS RESULT IN DANGEROUS OR TRAFFIC STRIPES SHALL BE REMOVED BEFORE ANY CHANGE IS MADE IN THE TRAFFIC PATTERN. 14. IF THE IN-PLACE DENSITY OF ANY LOT OF ASPHALT CONCRETE IS LESS THAN 92 PERCENT OR GREATER INITIAL BACKFILL. "BEDDING MATERIAL" AS SPECIFIED BY ASTM 2321 -8 SHALL BE USED UNREASONABLE SLOUGHING OF MATERIAL WHICH MAY JEOPARDIZE THE SAFETY OF WORKERS OR THE STABIUTY OF THE SOIL AND ROADWAY ABOVE THE CONTRACTOR TOR THAN 94 PERCENT OF THE MAXIMUM THEORETICAL DENSITY, THE CONTRACTOR WILL BE ADVISED THAT THE IN THE PIPE ZONE FOR INITIAL BACKFILL. AFTER THE PIPE HAS BEEN PROPERLY LAID SHALL FURNISH AND INSTALL BREASTBOARD fNG AND. f OR FACE CLOSURE NTH BLAST CLEANING FOR REMOVAL OF TRAFFIC: STRIPES SHALL BE FEATHERED OUT TO REQUIRED RELATIVE COMPACTION IS NOT BEING ATTAINED AND THAT THE MATERIALS OR PROCEDURES OR BOTH, IF NEEDED, NEED ADJUSTMENT. ASPHALT CONCRETE SPREADING AND INSPECTED, INITIAL BACKFILL SHALL BE PLACED ON BOTH SIDES AND OVER THE PIPE TO SUCH A DEPTH THAT, AFTER THOROUGH CONSOLIDATION THE FIN AL DEPTH SUFFICIENT JACKS TO INHIBIT THE SLOUGHING AND/OR CLOSING THE WORK FACE. / IRREGULAR AND VARYING WIDTHS. PAVEMENT MARKINGS SHALL BE REMOVED BY BLAST CLEANING A RECTANGULAR AREA, RATHER THAN JUST LETTERING OR MARKINGS, SO THE OPERATIONS SHALL NOT CONTINUE UNTIL THE CONTRACTOR HAS NOTIFI THE ED E CITY ENGINEER OF THE ADJUSTMENT SHALL BE AT LEAST TO THE ELEVATION SHOWN ON THE PLANS. THE MATERIAL SHALL THE CONT'RACT'OR, BEFORE RESUMING WORK, SHALL FURNISH THE ENGINEER WITH A DETAI LED PLAN OF PRECEDING WITH THE WORK, FOR HIS REVIEW AND APPROVAL. OLD MESSAGE C:ANNQT BE IDENTIFIED. THAT WILL BE MADE IN ORDER TO MEET TIME REQUIRED COMPACTION. IF ANY SUCCESSIVE TEST AFTER NOTICE IS GIVEN DOES NOT MEET THE SPECIFIED RANGE, THE ASPHALT CONCRETE BE C�ONSOUDATED BY VIBRATORY OR MECHANICAL TAMPING AND THE EQUIPMENT AND MANNER OF TAMPING MUST BE APPROVED IN WRITING BY THE ENGINEER PRIOR TO ANY AN A D ALL EXPENSES THEREFORE WILL BE CONSIDERED AS INCLUDED IN THE BID AFTER REMOVAL OF TRAFFIC STRIPES AND PAVEMENT MARKINGS, A FOG SEAL COAT SHALL REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT MEETS THE IN -PLACE DENSITY REQUIREMENTS. COMMENCING OPERATION. IMPACT EQUIPMENT MAY BE ALLOWED UNDER THE DIRECTION PRICE AND NO ADDITIONAL. COMPENSATION WILL BE MADE THEREFORE. BE APPLIED IN CONFORMANCE WITH TIME PROVISIONS IN SECTION 37, BITUMINOUS SEALS", OF THE ENGINEER. HOWEVER, THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE RESULTING FROM THE USE OF THIS EQUIPMENT. HYDRA - HAMMER WILL NOT BE 3. MINOR STRUCTURES OF THE STANDARD SPECIFICATIONS AND THE FOLLOWING: 15. IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE RELATIVE COMPACTION IS PERMITTED. MINOR STRUCTURES. PORTLAND CEMENT CONCRETE MINOR STRUCTURES SHALL IN TRAFFIC STRIPE REMOVAL AREAS, THE FOG SEAL COAT SHALL BE APPLIED OVER THE EITHER HER LESS THAN 9OX OR MORE THAN 96X, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT DOES MEET THE !N -PLACE DENSITY SUBSE01 ENT ]BACKFILL. ABOVE THE LEVEL OF INITIAL BACKFILL, THE TRENCH MAY BE CONFORM, IN DESIGN, MATERIALS, AND CONSTRUCTION, TO THE PROVISIONS OF SECTIONS 70 -1.02 H OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL TRAFFIC STRIPE REMOVAL AREA AND TO IRREGULAR AND VARYING WIDTHS WITH AN AVERAGE WIDTH OF 2 FEET ON EACH �� THE BLAST CLEANED TRAFFIC S� REQUIREMENT. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. BACKFILLED WITH NATIVE MATERIAL RESULTING FROM TRENCH EXCAVATION, OR AT THE PROVISIONS. MANHOLES SHALL CONFORM ON GTRM TO THE CITY OF BAKERSFIELD STANDARDS REMOVAL AREA. 16. THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL BE DETERMINED BY: OPTION OF THE CONTRACTOR, SELECT IMPORTED MATERIALS MAY BE USED. NATIVE MATERIAL OR IMPORTED MATERIAL MAY BE COMPACTED BY TAMPING AND/OR ROLNG S -7 AND S -8. DROP INLETS SHALL CONFORM TO THE CITY OF BAKERSFIELD STANDARD S -12. TEMPORARY INLET GRATES S SHALL, CONFORM TO DETAILS ON THE IN PAVEMENT MARKING REMOVAL AREAS, TIME FOG SEAL COAT SHALL BE APPLIED fiO THE A. A PROPERLY CALIBRATED NUCLEAR ASPHALT TESTING DEVICE IN THE FIELD, OR USING EQUIPMENT AND METHODS APPROVED BY THE ENGINEER. PLANS. BLAST CLEANED RECTANGULAR AREA. FULL COMPENSATION FOR FURNISHING AND APPLYING FOG SEAL AS SPECIFIED HEREIN B. ASTM D1188. WHEN SLABS OR CORES ARE TAKEN FOR LABORATORY TESTING. ZINC STIEARATE MAY BE SUBSTITUTED WHEN THE CONTRACTOR COMPACTS BY TAMPING AND/OR ROLLING THE B / BACKFILL MATERIAL SHALL BE PLACED IN LAYERS NOT EXCEEDING EIGHTEEN 18 INCHES IN LOOSE ( ) THE PRECAST CYLINDER TAPER AND ECCENTRIC IC FLAT TOP SECTIONS SHALL MEET THE STRENGTH REQUIREMENT of ASST. C -478. EACH SUCCESSIVE MANHOLE SECTION SHALL ALL BE CONSIDERED AS INCLUDED tMyN THE CONTRACT PRICE PAID PER SQUARE FOOT WITH PARAFFIN. DEPTH, EACH LAYER BEING THOROUGHLY COMPACTED BY TAMPING AND /OR ROLLING BE SET ON A BED OF PORTLAND CEMENT GROUT OR KENT SEAL TO MAKE A *KENT FOR REMOVAL OF TRAFFIC STRIPE AND PAVEMENT MARKING AND NO SEPARATE PAYMENT C. IN CASE OF DISPUTE, METHOD B ABOVE SHALL BE USED. BEFORE SUCCEEDING LAYERS ARE PLACED. WATERTIGHT GH JOINT, O T, SHALL BE NEATLY POINTED ON THE INSIDE, AND SHALL BE SET WALL BE MADE THEREFORE, NOTHING IN THEE SPEGIAL PROVISIONS SHALL RELIEVE THE PLUMB. CONTRACTOR FROM HIS RESPONSIBILITIES AS PROVIDED IN SECTION 7- 1.119, "PUBLIC 17. IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED SURFACE COMPACTION OF SUBSEQUENT BACKFILL WITHIN TWO AND ONE- --HALF (2-1/2) FEET OF 4 MONUMENT N SAFETY," OF THE STANDARD SPECIFICATIONS. TOLEIRANCES, IT SHALL BE BROUGHT WITHIN TOLERANCE BY EITHER: FINISHED PERMANENT SURFACING GRADE SHALL BE ACCOMPLISHED BY TAMPING AND/OR AS MEANS TRAFFIC STRIPES AND PAVEMENT MARKINGS. TRAFFIC STRIPES AND PAVEMENT MARKINGS A. ABRASIVE GRINDING WITH EQUIPMENT UTILIZING DIAMOND BLADES, ROLLING AS SPECIFIED ABOVE. WHERE THE TRENCH IS WITHIN TIME PAVEMENT ON STREETS, THE BACKFILL WITHIN TWO AND ONE -HALF (2 -1 /2) FEET OF FINISHED SURREY MONUMENT AND FRAM E AND COVER WNlTI-M ENCASEMENTS SHALL BE ADJUSTED OR INSTALLED NEW TO FINISH GRADE AT THE LOCATIONS SHOWN ON SHALL THERMOIPLASTIO� AND SHALT.. CONFORM TO SECTIOIM 84-2, "TFIERMQPLASTIC B. REMOVAL AND REPLACEMENT, OR PERMANENT GRADE SHALL BE COMPACTED TO NINETY PERCENT (90X) RELATIVE COMPACTION. THE PLAN S, IN ACCORDANCE WITH THESE SPECIAL PROVISIONS, AND CITY STANDARD 5 -29. TRAFFIC STRIPES AND PAVEMENT MARKINGS," OF THE STANDARD SPECIFICATIONS. PAVEMENT MARKERS. PAVEMENT MARKERS SHALL CONFORM TO SECTION 85 "PAVEMENT C. PLACEMENT OF AN ASPHALT CONCRETE OVERLAY. SUBSEQUENT BACKFILL PLACED BY TAMPING AND /OR ROLLING SHALL BE FREE FROM THE SURFACE OF THE CONCRETE SHALL BE PROTECTED FROM PUBLIC TRAFFIC FOR A MfNi1uMUM CI` THREE DAY'S. MARKERS" � THE STANDARD SPECIFICATIONS. 18. IF ABRASIVE GRINDING MS USED TO BRING THE FINISHED SURFACE TO SPECIFIED SURFACE TOLERANCES. STIES OR LUMPS EXCEEDING THREE (3) INCHES IN GREATEST DIMENSIONS, VEGETABLE ADDITIONAL GRINDING SHALL BE PERFORMED, AS NECESSARY, TO ENLARGE THE GRINDING AREA SO THAT THE MATTER, OR OTHER UNSATISFACTORY MATERIALS. AT THE OPTION OF THE CONTRACTOR, MINOR CONCRETE CONTAINING A MINIMUM OF AFFIL DELINEATION. LONGITUDINAL LIMITS OF GRINDING ARE AT A CONSTANT OFFSET FROM,. AND ARE PARALLEL M. THE NEAREST LANE LINE OR PAVEMENT EDGE, AND TIME TRANSVERSE LIMITS OF GRINDING ARE NORMAL TO THE I: N NO CASE SHALL JETTING BE ALLOWED FOR BACKFILL COMPACTION WITHIN THE STREET. SEVEN SACKS � CEMENT PER CUBIC: YARD MAY BE USED AND THE TIME REQUIRED FOR PROTECTION OF THE CONCRETE SURFACE FROM PUBLIC TRAFFIC SHALL BE REDUCED TQ IMMEDIATELY AFTER ANY CONSTRUCTION OPERATIONS WHERE TRAFFIC DEUHEA11ON IS PAVEMENT CENTERLINE. ALL GROUND AREAS SHALL BE NEAT RECTANGULAR AREAS OF UNIFORM SURFACE WHEN APPROVED BY THE ENGI NEE R, JETTING MAY BE USED IN NON - STREET AREAS. A MINIMUM OF ONE DAY. OBLITERATED OR WHEN DIRECTED BY THE ENGINEER, THE CONTRACTOR SHALL REPLACE APPEARANCE. ABRASIVE GRINDING SHALT CONFORM TO THE REQUIREMENTS IN THE FIRST PARAGRAPH AND ALL OBLITERATED PAVEMENT CATION NTH TEMPORARY DELINEATION DURING TIME THE LAST FOUR PARAGRAPHS OF SECTION 42 -2.02, "CONSTRUCTION" OF THE STANDARD SPECIFICATIONS. BACKEILL TESTING A COMPACTION. TESTING OF BACKFILL MATERIALS AND COMPACTION "EARTHWORK" THE MONUMENT WELL BE SET BY THE OTHERS. THE OWNER WILL PROVIDE SURVEYS. SAME WORK PERIOD, AND IN NO CASE LATER THAN 7:30 A.M. FOLLOWING SUO�f WORK A FOG SERI COAT SHALL BE APPLIED TO ALL FINISHED ASPHALT SURFACES AT THE DEVELOPERS EXPENSE. SHALL BE IN ACCORDANCE WITH SECTION 19, EARTHWORK AND SECTION 6 -3, " " CONTRACTOR SHALL GIVE THE OWNER 24 HOURS NOTICE WHEN SURVEYS ARE REQUIRED. PERIOD. THE FOG SEAL COAT SHALL BE EITHER REJUVENATING AGENT OR ASPHALTIC EMULSION AS DIRECTED BY THE TESTING , OF THE STANDARD SPECIFICATIONS, STATE OF CAUFORNIA, DEPARTMENT OF CITY ENGINEER. PUBUC WORKS, DIVISION OF HIGHWAYS. EACH LAYER OF BACKFILL MATERIAL SHALL ANY MONUMENT FRAME OR COVER DAMAGED BY THE CONTRACTOR OR HIS OPERATIONS TEMPORARY DELINEATION CONSISTS OF REFLECTIVE TRAFFIC LINE T APE APPLIED IN PIECES MEET THE COMPACTION SAND EQUIVALENT, AND GRADA11 QU ON REQUIREMENTS BEFORE THE SHALL BE REPLACED BY TH E CONTRACTOR AT NO COST TO THE OWNER. NOT LESS THAN 4 INCHES LONG NOR LESS THAN 4 INCHES WDE, SPACED NO MORE THAN 19. ARTERIAL AND COLLECTOR STREET BASE MATERIAL SHALL BE CRUSHED AGGREGATE BASE (CAB) NEXT LAYER IS PLACED. 20 T APART ON TTANGENTS AND NO MORE THAN 10 FEET APART ON CURVES. APPLY CONFORMING TO SECTION 200 -2.2 OF THE "GREENBOOK ". BASE MATERIAL FOR LOCAL AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF' BAKERSFIELD REFLECTIVE TRAFFIC LINE TAPE IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS, STREET'S SHALL BE CAB OR FINE GRADATION" CRUSHED MISCELLANEOUS BASE (CMB) EACH LAYER OF BACKFILL SHALL BE THOROUGHLY COMPACTED TO THE RELATIVE PUBLIC WORKS DEPARTMENT F`C�MR ANY WORK PERFORMED WITHIN ACCEPTED STREET TEMPORARY DELINATIC�N MUST BE THE SAME CGL.CR AS THE PERMANENT [ELINEAIIG�i. " CONFORMING TO SECTION 200 -2.4 OF THE GREENBOOK ........WHICH ALLOWS UP TO 501G OF THE COMPACTION OF NOT LESS THAN IS SHOWN ON CITY OF BAKERSFIELD STANDARD S -39 RIGHT-OF-WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, A DEPOSIT VOLUME TO BE RECLAIMED ASPHALT CONCRETE PORTLAND CEMENT CONCRETE, LEAN CONCRETE BASE, AS MODIFIED ON THE CONTRACT PLANS, EXCEPT THAT COMPACTION WITHIN THE BASED ON APPROVED ENGINEERS ESTIMATE FOR THE WORK PERFORMED WITHIN THE REMOVE TEMPORARY DELINEATION APPLIED TO ASPHALT CONCRETE PATCHES IMMEDIATELY CEMENT TREATED BASE OR A COMBINATION OF THESE MATERIALS. OTHER RECYCLED BASES SHALL TO BE ALLOWED. ROADWAY STRUCTURAL SECTION SHALL BE NO LESS THAN NINETY PERCENT (90%) RIGHT -OF -WAY AND INSURANCE SHALL BE POSTED PRIOR TO ISSUANCE OF THE TOR TO APPLYING ASPHALTIC EMULSION TAGICCOAT FOR ASPHALT CONCRETE OVERLAY. AGGREGATE BASE SHALL BE COMPACTED TO A MINIMUM OF 959 OF MAXIMUM DRY DENSITY. RELATIVE COMPACTION FOR THE TOP FINISHED 30", AND SHALL BE DETERMINED BY PERMIT. CALIFORNIA TEST METHODS 216 OR 231, OR ASTM (CURRENT EDITION) D1557 AND ONE TRAFFIC STRIPES MD PAVEMENT MARKINGS SHALL CONFORM TO SECTION 84, "TRAFFIC 20. IMMEDIATELY PRIOR TO PLACING SUBSEQUENT LAYERS OF MATERIAL THERON, THE GRADING PLANE SHALL CONFORM OF THE FOLLOWING D2922 OR D1556. STRIPES & PAVEMENT MARKING'S," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL THE FOLLOWING: PROVISIONS. IF THE RELATIVE COMPACTION, AS DETERMINED BY TESTING, FAILS TO MEET THE A. WHEN ASPHALT CONCRETE OR ASPHALT CONCRETE BASE IS TO BE PLACE ON THE GRADING PLANE, SPECIFIED PERCENTAGE, THE TRENCH SHALL BE RE- EXCAVATED AND RE- COMPACTED. TRAFFIC STRIPES AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC AND SHALL THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.04 FOOT ABOVE OR BELOW CONFORM TO SECTION 84-2, "TI�IERMOPLASTIC TRAFFIC STRIDES AND PAVEMENT THE GRADE ESTABLISHED BY THE ENGINEER. COMPACTION TESTS WALL BE THE SUBDIVIDERS RESPONSIBILITY. THE NUMBER AND MARKINGS ". LOCATIONS OF THE TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. B. WHEN THE SUBBASE OR BASE MATERIAL (OTHER THAN ASPHALT CONCRETE BASE) IS TO BE PLACE PAVEMENT MARKERS SHALL CONFORM TO SECTION 85 "PAVEMENT MARKERS," AND THESE ON THE GRADING PLANE, THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0,04 4. ALL MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY CI= BAKERSFIELD SPECIAL PROVISIONS: FOOT ABOVE OR BELOW THE GRADE ESTABUSHED BY THE ENGINEER. STANDARD DRAWINGS S -7, S--8, AND S -21 AND SECTIONS 70 -1.02H AND 71 --1.07 OF THE PAVEMENT MARKERS SHALL BE PLACED WITH RAPID SET EPDXY PER SECTION 95 --2.04 OF STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, CURRENT EDITION. ALL CLEANOUTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY THE STANDARD SPECIRCAMO NS. 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. r 'E V c/) J Z x W �..I CL W Z ~ 4c 9L = Q Go V�W N = J m mc 0 Z� z 09! co IL � ± V 0 0 Imm <W ¢ uj im CC 4c INN= J 0) m y�j cm ffi a 0 +rn a � *- N O Z Q W t in .. w�� w �p o CA N Of w m 8 0 1 m 0 w V c/) J Z x W �..I CL W Z ~ 4c 9L = Q Go V�W N = J m mc 0 Z� z 09! co IL � ± V 0 0 Imm <W ¢ uj im CC 4c INN= J 0) m y�j cm ffi a 0 CURVE TABLE I CURVE RADIUS LENGTH TANGENT DELTA Cl 35.00' 54,98" 35.00' gowoo a C2 20.00' 31.42' 20.00' gowoo 0 C3 20.00' 33.23' 21.90' 95*116400 C4 500.00' 64.429 32.26' 7"22'57" COMMMMAT101 IDEWAIX An A m mom cum & GIITTER F M20 ACo imms .0 I V %I vw,§,w W COV PM 1.G CM&I"470 &Q mn IWTI%f DEITY LOCKHART LN. SEE SHEET 5 am ammommomme NNW am omww""'wommem amm ummrimmlm,,,� 4am ammo lom � wommomm"I ao I... 6004001,081 . . . . .... . ...... . ................ . . . . cn <w • be cs if -j >- j ji aw gcn LA: 0 co w tcn 0 d, 4 w I ow- & < x an W r%- Ix w < rol f*.- g -j- 0 + w— F-Ab + + C14 45 0+ 46 IE + C) VIM w 00 2 5 3 J m -i -j Q� cij < 0 CD am 6 w. O 7 I P<� I := - -j -j 0 Cl CS 0 & ice ag + u- + + td C4 �t I .-- O o ' I g: woo r%,- rzl w 0 w + C41 + + + CD Z QD + + a. 0 Al + F(� + t w CD + w- 63OS7 ul 1-- 3 3 R /%VF CA w 2 3 OEM cn A 4 0 +a 00 11+00 C> 12+00 v— s- LEGEND.*9 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B• SM. T-19-. ABBRE\AATIONS 'WI-7' - DOUBLE ARROW FL FLOVILINE POVC POINT ON VERTICAL CURVE 2• COMMMMAT101 IDEWAIX An A m mom cum & GIITTER F M20 ACo imms .0 I V %I vw,§,w W COV PM 1.G CM&I"470 &Q mn IWTI%f DEITY LOCKHART LN. SEE SHEET 5 am ammommomme NNW am omww""'wommem amm ummrimmlm,,,� 4am ammo lom � wommomm"I ao I... 6004001,081 . . . . .... . ...... . ................ . . . . cn <w • be cs if -j >- j ji aw gcn LA: 0 co w tcn 0 d, 4 w I ow- & < x an W r%- Ix w < rol f*.- g -j- 0 + w— F-Ab + + C14 45 0+ 46 IE + C) VIM w 00 2 5 3 J m -i -j Q� cij < 0 CD am 6 w. O 7 I P<� I := - -j -j 0 Cl CS 0 & ice ag + u- + + td C4 �t I .-- O o ' I g: woo r%,- rzl w 0 w + C41 + + + CD Z QD + + a. 0 Al + F(� + t w CD + w- 63OS7 ul 1-- 3 3 R /%VF CA w 2 3 OEM cn A 4 0 +a 00 11+00 C> 12+00 v— s- A LOCAL STREET SECTION 3 "ic'mX60, j mml W HORIZONTAL 1 =5! VERTM& I = 4.5 R=20 PROPOSED cum a an7a LEGEND.*9 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B• SM. T-19-. ABBRE\AATIONS 'WI-7' - DOUBLE ARROW FL FLOVILINE POVC POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE Z ELEVATION EVC END VERTICAL CURVE EICR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE /w BEGIN CURVE PCC PONT OF COMPOUND CURVATURE PI VC POINT OF INTERSECTION TC TOP OF CURB + + " c4l JL OF VERTICAL CURVE TP TOP OF PAVEMENT 4-01 STORM BRAIN MANHOLE FC FINISH CONCRETE I N V 8 REINFORCED CONCRETE PIPE 44 GRADE BREAK RGJ RUBBER GASKETED JOINT 39 + 00STING SURVEY MONUMENT 4. ALL CATCH BASINS M BE TYPE "Am WITH 3.5 OPENINGS PER C.O.B. SM. 0-141 FURNISH & INSTALL STREET SIGN PER C.O.B. SM. T-1. 38 UNLESS NOTED OTHERWISE. FURNISH & INSTALL STREET LIGHT-5800 LUMEN PER C.O.B. SM. ST-14. cs FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. SM. ST-14, cn l REMOVE AND SALVAGE SIGN WITH CONSRUCTION OF ADJACENT PHASE C) :a La L3 _j u Z LA: >- La PHASE BOUNDARY - Mn Ln ■ ■ ■ ■ s £ i E CONSTRUCT 6" COMBINATION SIDEWALK PER C.O.B. SM. ST-3. !9 4 r� u: m + < PROPOSED EDGE OF PAVEMENT SECTI(M DESIGNATION: • LA- z loc ai .1c a- $ j < LL; in in C-Ycn z i La n 25 0 50 100 < SECTION LINE FORT SANDERS AVE. 50 12.5 It SEE SHEET 4 04 i A LOCAL STREET SECTION 3 "ic'mX60, j mml W HORIZONTAL 1 =5! VERTM& I = 4.5 R=20 PROPOSED cum a an7a R/W 368 364 360 356 352 348 344 340 336 332 368 364 360 356 352 348 34J4 340 336 332 11• • LEGEND.*9 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B• SM. T-19-. ABBRE\AATIONS 'WI-7' - DOUBLE ARROW FL FLOVILINE POVC POINT ON VERTICAL CURVE CL CENTERLINE 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 CURVATURE BC BEGIN CURVE PCC PONT OF COMPOUND CURVATURE PI VC POINT OF INTERSECTION TC TOP OF CURB + + " c4l JL OF VERTICAL CURVE TP TOP OF PAVEMENT SDMH STORM BRAIN MANHOLE FC FINISH CONCRETE I N V INVERT RCP REINFORCED CONCRETE PIPE G.B. GRADE BREAK RGJ RUBBER GASKETED JOINT (0 FURNISH & INSTALL SURVEY MONUMENT PER •O.B. SM. ST-11 00STING SURVEY MONUMENT 4. ALL CATCH BASINS M BE TYPE "Am WITH 3.5 OPENINGS PER C.O.B. SM. 0-141 FURNISH & INSTALL STREET SIGN PER C.O.B. SM. T-1. FURNISH & INSTALL METRO STREET SIGN PER C.O.B. SM. T-1. UNLESS NOTED OTHERWISE. FURNISH & INSTALL STREET LIGHT-5800 LUMEN PER C.O.B. SM. ST-14. EDO FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. SM. ST-14, R/W 368 364 360 356 352 348 344 340 336 332 368 364 360 356 352 348 34J4 340 336 332 11• • -4c < � <c COOPER LAKE AVE. SEE SHEET 4 UNWAMMUNI IMI N • LL: 0 Go LL: • so .0 4c ULI 74 Z LL )"Env- -4c .1 + > > W w + o W c w9 8 do LA: j 00 , 2 !cn w ta. + Lc 89 v— C4w a wow (L 8 S W + , Irt -4c to C4 15+00 16+00 180 DRAlt 1 W DRAI 7+00 a D . . ............... N 18'* DRAIN +00 N OR050" E 260.009 —Fz- 19+00 1 C2 C2 C2 C LK %0 LL: N 2 ' R%W zi ZW -1 11 3 x 12 Go I N o to '' ft 0 00 M VIM, J m Ll: -j —i a 0 a J —A.A -j :21; .J Ci LA: u: z u: 1" a a Ci IA.: --fog W) cq P, 8 - a 0 Cl Cl 99 Cl 40 IA- Cm & ++ 24- III 99 wl u: + + + + 9 ul) + + + + z cn cn 14 1 39 4 0 47 in (A U) ad in cun) CA cnj cz F) H ter! ESTACADA AVE. MONAHAN ST. SEE SHEET 5 SEE SHEET 5 BALMORHEA STREET (STA. 10+00-00 TO 18+10.02) SCALE: 1" = 50' HORIZONTAL 8 00 co ix 0 xa 04 C4 CS LL: U V u: co 04 C4 JCoco ++ ++ 0 co co v— CA 3 ALL PHASES TO BE I CONSTRUCTED SIMULTANEOUSLY I Vf/ FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B• SM. T-19-. "R1 -1' -STOP 'WI-7' - DOUBLE ARROW 'R6 -1" - ONE WAY 0111 -60 - SINGLE ARROW IR5-10 - 00 NOT ENTER "WI -1" - CURVE ARROW IR26(CA)a - NO PARKING '113-3" - SIGNAL AHEAD "R3 -5R' - RIGHT TURN ONLY '0113-10 - STOP AHEAD OR4-7" - KEEP RIGHT LA: wR81(CA)w - BIKE LANE 'S4-2" - WHEN CHILDREN ARE PRESENT 88 C> wWI4-1m - DEAD END co co 1 ++ PER •0.8. STD. ST-9. Ts V- IR + + " c4l JL Ic FURNISH & INSTALI. INTERCONNECT CONDUIT -4c < � <c COOPER LAKE AVE. SEE SHEET 4 UNWAMMUNI IMI N • LL: 0 Go LL: • so .0 4c ULI 74 Z LL )"Env- -4c .1 + > > W w + o W c w9 8 do LA: j 00 , 2 !cn w ta. + Lc 89 v— C4w a wow (L 8 S W + , Irt -4c to C4 15+00 16+00 180 DRAlt 1 W DRAI 7+00 a D . . ............... N 18'* DRAIN +00 N OR050" E 260.009 —Fz- 19+00 1 C2 C2 C2 C LK %0 LL: N 2 ' R%W zi ZW -1 11 3 x 12 Go I N o to '' ft 0 00 M VIM, J m Ll: -j —i a 0 a J —A.A -j :21; .J Ci LA: u: z u: 1" a a Ci IA.: --fog W) cq P, 8 - a 0 Cl Cl 99 Cl 40 IA- Cm & ++ 24- III 99 wl u: + + + + 9 ul) + + + + z cn cn 14 1 39 4 0 47 in (A U) ad in cun) CA cnj cz F) H ter! ESTACADA AVE. MONAHAN ST. SEE SHEET 5 SEE SHEET 5 BALMORHEA STREET (STA. 10+00-00 TO 18+10.02) SCALE: 1" = 50' HORIZONTAL 8 00 co ix 0 xa 04 C4 CS LL: U V u: co 04 C4 JCoco ++ ++ 0 co co v— CA 3 ALL PHASES TO BE I CONSTRUCTED SIMULTANEOUSLY k3im. iu-ruu.uu l 10-tLI.1-1) SCALE: 1" = 50' HORIZONTAL SCALE: 1 = 10" VER11CAL M- to 368 364 360 356 352 348 344 340 a36 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B• SM. T-19-. "R1 -1' -STOP 'WI-7' - DOUBLE ARROW 'R6 -1" - ONE WAY 0111 -60 - SINGLE ARROW IR5-10 - 00 NOT ENTER "WI -1" - CURVE ARROW IR26(CA)a - NO PARKING '113-3" - SIGNAL AHEAD "R3 -5R' - RIGHT TURN ONLY '0113-10 - STOP AHEAD OR4-7" - KEEP RIGHT *S5-2" - END SCHOOL ZONE wR81(CA)w - BIKE LANE 'S4-2" - WHEN CHILDREN ARE PRESENT OW31(CA)" - END wS4-3" - SCHOOL wWI4-1m - DEAD END IR2-1 " - SPEED LIMIT 20 *1 I4-2' - NO OUTLET PER •0.8. STD. ST-9. Ts FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT IR FURNISH & INSTALL IRRIGATION CMDUT Ic FURNISH & INSTALI. INTERCONNECT CONDUIT TR3 M5 FURNISH & INSTALL SPLICE BOX FOR IN ONNECT t TR3=N0. 3 1/2 SIZE TR5=NO. 5 SIZE IR6=NO. 6 SIZE s CURVE NUMBER FOR CURVE DESCRIPTION ALONG CURB TAPER NUMBER FOR TAPER DESCRIPTION ALONG CURB PER CO.B. SM. ST-9. ITEM OF WORK - SEE SCHEDULE SEE SEWER AND STORM DRAIN PLANS, SEWER MANHOLE CONSTRUCT 127 WIDE CROSS GUTTER PER C.O.B. SM. ST-17. COMPACT SUBGRADE TO 95X OF MAX. TO 12m BEYOND GU 11 UP TO A DEPTH OF It. 4. ALL CATCH BASINS M BE TYPE "Am WITH 3.5 OPENINGS PER C.O.B. SM. 0-141 UNLESS NOTED OTHERWISE. 0 SEE SEVIER AND STORM DRAIN PLANS SEWER CLEANOUT INSTALL W-31(CA SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY OF TRACT IF ADD CENT PHASE IS NOT CONSTRUCTED SIMULTANEOUSLY REMOVE AND SALVAGE SIGN WITH CONSRUCTION OF ADJACENT PHASE CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/310 WINGS PER C•O.B. SM. ST-4. (UNLESS OTHERWISE NOTED) La L3 INSTALL END-OF-STREET STANDARD TYPE IN BARRICADE PER CALTRANS A73C PHASE BOUNDARY SEE DETAIL ON SHT. 7 W, w ■ ■ ■ ■ s £ i E CONSTRUCT 6" COMBINATION SIDEWALK PER C.O.B. SM. ST-3. W PROPOSED EDGE OF PAVEMENT SECTI(M DESIGNATION: • LA- a w ) W f ; $ j SCALE.* 1 "-50' 25 0 50 100 SECTION LINE 50 12.5 It 04 i Ilk% + -9c in i -cc + + ta 04 JL IF to to I --v- La 5 co w p - r� 4dr 4 -— Ul E S NO OUNO .MZ • -4- S --0.2px t CA (A Li 0 0419 ors �. i ..,,,rg. �� SE JO.Ob =-cr• ex ULM MONO"" NI -PR" floll INE--4r 0) La 4— ifrol- w LH Wa Z Ils- z WOW 3 --T La SM& w llow� -dw 0 woo 12+00 13+00 14+00 15+00 91 6+ 17+009 w 18+00 19+00 ,0--- -- -- -- -- -- -- --% ey z &wza k3im. iu-ruu.uu l 10-tLI.1-1) SCALE: 1" = 50' HORIZONTAL SCALE: 1 = 10" VER11CAL M- to 368 364 360 356 352 348 344 340 a36 (STA. 10+00-00 TO 18+10.02) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 10' VERTICAL 368 364 360 356 352 348 344 340 336 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B• SM. T-19-. "R1 -1' -STOP 'WI-7' - DOUBLE ARROW 'R6 -1" - ONE WAY 0111 -60 - SINGLE ARROW IR5-10 - 00 NOT ENTER "WI -1" - CURVE ARROW IR26(CA)a - NO PARKING '113-3" - SIGNAL AHEAD "R3 -5R' - RIGHT TURN ONLY '0113-10 - STOP AHEAD OR4-7" - KEEP RIGHT *S5-2" - END SCHOOL ZONE wR81(CA)w - BIKE LANE 'S4-2" - WHEN CHILDREN ARE PRESENT OW31(CA)" - END wS4-3" - SCHOOL wWI4-1m - DEAD END IR2-1 " - SPEED LIMIT 20 *1 I4-2' - NO OUTLET PER •0.8. STD. ST-9. Ts FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT IR FURNISH & INSTALL IRRIGATION CMDUT Ic FURNISH & INSTALI. INTERCONNECT CONDUIT TR3 M5 FURNISH & INSTALL SPLICE BOX FOR IN ONNECT PAINT 120 LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS TR3=N0. 3 1/2 SIZE TR5=NO. 5 SIZE IR6=NO. 6 SIZE s CURVE NUMBER FOR CURVE DESCRIPTION ALONG CURB TAPER NUMBER FOR TAPER DESCRIPTION ALONG CURB PER CO.B. SM. ST-9. ITEM OF WORK - SEE SCHEDULE (STA. 10+00-00 TO 18+10.02) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 10' VERTICAL 368 364 360 356 352 348 344 340 336 ��NSTRU ��TES: N 4TES. V-la� 2 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION ,CTION CONSTRUCT TYPE *80 CURS MUTTER I PER C.O.B. SM. ST-1. 1. SEE SEVIER AND STORM DRAIN PLANS FOR SEWER MO DRAIN PLANS AND DETAILS. D STO W BRAIN LINE CONSTRUCT 5' COMBINATION SIDEWALK PER C.O.B. SM. ST-3. 2. LOCAL STREETS - PAM30T TO BE 0.20! TYPE 780 A.C. OVER 0.75' AGGREGATE 0 SEE SEVIER AND STORM BRAIN PLANS, STORM BRAIN MANHOLE BASE OVER Iff COMPACTED O.C. TO BE COMPACTED TO 95% RELATIVE DENSITY CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL PER •0.8. STD. ST-9. SEE SEWER AND STORM BRAIN PLANS, CATCH BASIN UNIT STANDARD PLAN R.S.P. A88A-CASE A. I MOUNTAIN VISTA DRIVE - PAVEMENT TO BE 0.33! TYPE OBO A.C. OVER 0.46' AGGREGATE PAINT 120 LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS BASE OVER 1.211 COMPACTED O.GL TO BE COMPACTED M 95X RELATIVE DENSITY s SANITARY SEWER LINE STANDARD SPECIFICATION PTH-02ALKYD. PER CO.B. SM. ST-9. 0 SEE SEWER AND STORM DRAIN PLANS, SEWER MANHOLE CONSTRUCT 127 WIDE CROSS GUTTER PER C.O.B. SM. ST-17. COMPACT SUBGRADE TO 95X OF MAX. TO 12m BEYOND GU 11 UP TO A DEPTH OF It. 4. ALL CATCH BASINS M BE TYPE "Am WITH 3.5 OPENINGS PER C.O.B. SM. 0-141 UNLESS NOTED OTHERWISE. 0 SEE SEVIER AND STORM DRAIN PLANS SEWER CLEANOUT INSTALL W-31(CA SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY OF TRACT IF ADD CENT PHASE IS NOT CONSTRUCTED SIMULTANEOUSLY REMOVE AND SALVAGE SIGN WITH CONSRUCTION OF ADJACENT PHASE CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/310 WINGS PER C•O.B. SM. ST-4. (UNLESS OTHERWISE NOTED) 7 INSTALL END-OF-STREET STANDARD TYPE IN BARRICADE PER CALTRANS A73C PHASE BOUNDARY SEE DETAIL ON SHT. 7 ■ ■ ■ ■ TRACT BOUNDARY CONSTRUCT 6" COMBINATION SIDEWALK PER C.O.B. SM. ST-3. PROPOSED EDGE OF PAVEMENT SECTI(M DESIGNATION: CTION LETTER SCALE.* 1 "-50' 25 0 50 100 SECTION LINE 50 12.5 T SECTION IS LOCATED BALMORHEA ST. l SEE SHEET. 3 H r7A --------------- !,, _j 46 CJ 11 GRADE BREAK toi: © wg6m w co STA. 11 +06.00 Zil. 20.00t.T. oft C3 N go; I I STA. 8+75.72 F.L t w"' I I IN 0 40 41S 10 k � mom .25 F.L. w a _j V- rk DRIVEWAY _j A A. 8+84.30, F.L co I 9 W uil 01 mi MI di + 45 slo"m to c*j 0 + + + rk DRIVEWAY al W-1 C4 i.-C 41- 140"' woo, A. 9+14.82, F.L. 0 it IN I ERSECTION *< 1<2: STA. 10+00.00 C•L. FORT SANDERS AVE. _jj- Mom wmffmmmomm SSW STA. 10+00.00 C.L BALMORHEA ST. m STA. 9+65.82s F.L. 10+00 C1 9 tt 'S 4 1 - 240 DRAIN 11+00 C4 12+00 00 - u -I- - --I - . -13+00-D + S 891210" t 219.78' 7 ft I I+ C2 C-4 368 364 360 356 352 348 344 340 336 332 0'r 11 000000001- qmmmmmww� If to: -14 SIGNS PER G.O.B. SM. T-19: R/Wf _j 4 fill _jj U.3 8 co CENTERLINE BVC BEGIN VERTICAL CURVE ELEV O q La 8CR to I ci -j • _j W + BIC 44 3c - 1 . _j a TOP OF CURB OF VERTICAL CURVE TP TOP OF PAVEMENT SDMH U O c INV INVERT RCP WWI Woo, 0 -•� Co. RUBBER GASKETED JOINT d u: 9 c-.0 en LL1 I z go 6 rft:%" 0'r 11 000000001- qmmmmmww� If to: -14 SIGNS PER G.O.B. SM. T-19: �rj � 2 _j mom � � � � lk lk 4 8 CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE 8CR to I ci ECR td IAJ BIC BEGIN CURVE PCC t PIVC + TOP OF CURB OF VERTICAL CURVE TP TOP OF PAVEMENT SDMH STORM DRAIN MANHOLE FC FINISH CONCRETE INV INVERT RCP 00 8` G.B. GRADE BREAK RGJ RUBBER GASKETED JOINT d u: 9 8 6 rft:%" _1616o. FURNISH & INSTALL STREET SIGN PER C.O.B. SM. T-1. 4P.- CA FURNISH & INSTALL STREET LIGHT - 58M LUMEN PER C.O.B. SM. ST-14. Z., t + + + + E)aSTIN(; + + woo, WIN, 'U },..-... ... ..............,•.,.H,...,,.. ,a..._.._,....,,w._ ......__.,,.,._.�.,,..,. .... ...,,.. --i �"..ar.,,..,....«»« ». ..rc, .�.,.,,�....,,._,.- ..+- „- .. -.,, � ,,... .....r.,., ,....,...�,_.», „ �, �.,..- .......- ....,.-- ...,.v... t � .,,...,.- .- ,. -.,w, �.. � _ .,.,,....«._w.,....,.,�..,....� S=0.50% S=03 1% �.w.., �e._... A 4 fi PROP FLOWLI E z uj sw� i ,b I i �. FORT SANDERS AVENUE (STA. 10+00.00 ro 12+19.78) SCALE: 1" = 50' HORIZONTAL ALL PHASES TO BE CONSTRUCTED SIMULTANEOUSLY 368 -4- . _ i $ - 1 368 1 1 '611�� 364 360 356 352 348 3,44 340 336 364 360 356 352 348 344 340 336 332 jai. 10+00 11+00 12+00 13+00 (STA, 10+00.00 TO 12+19.78) SCALE: 1" - 50' HORIZONTAL ,qr.Al F- 1" = in' vFRnr.Al (STA. 10+00.00 TO 12+38.06) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 10' VERTICAL 4m A_ir_ FURNISH & INSTALL TRAFFIC SIGNS PER G.O.B. SM. T-19: ABBIREMATIONS '*Wl-r - DOUBLE ARROW FL lk lk 4 POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE 8CR BEGIN CURB RETURN P1 PONT OF INTERSECTION ECR td IAJ BIC BEGIN CURVE PCC t PIVC POINT OF INTERSECTION TG TOP OF CURB OF VERTICAL CURVE TP TOP OF PAVEMENT SDMH STORM DRAIN MANHOLE FC FINISH CONCRETE INV INVERT RCP f G.B. GRADE BREAK RGJ RUBBER GASKETED JOINT FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. SM. ST-11 EXISTING SURVEY MONUMENT _j _1616o. FURNISH & INSTALL STREET SIGN PER C.O.B. SM. T-1. 4P.- VON, FURNISH & INSTALL STREET LIGHT - 58M LUMEN PER C.O.B. SM. ST-14. Z., t FURNISH & INSTALL STREET LIGHT-9500 LUMEN PER C.O.B. SM. ST-14. E)aSTIN(; 'U },..-... ... ..............,•.,.H,...,,.. ,a..._.._,....,,w._ ......__.,,.,._.�.,,..,. .... ...,,.. --i �"..ar.,,..,....«»« ». ..rc, .�.,.,,�....,,._,.- ..+- „- .. -.,, � ,,... .....r.,., ,....,...�,_.», „ �, �.,..- .......- ....,.-- ...,.v... t � .,,...,.- .- ,. -.,w, �.. � _ .,.,,....«._w.,....,.,�..,....� S=0.50% S=03 1% �.w.., �e._... A 4 fi PROP FLOWLI E z uj sw� ,b ,,�: ,,, UJ _j j uj I" _»._.. _..�..:.._».».�...w..,.,��..... M....�,_,_._...._.....w �� ....�..�....._....._ wrA....�..n.� w.______,»..,._._:...__._.,.._. W__.._..._,...,e...., W..... _._.._.__..:_.«._V,..__..__.�., »�..,_..._�..�- .__..�.__�.»._ ;CT -4 I 364 360 356 352 348 344 340 336 332 jai. 10+00 11+00 12+00 13+00 (STA, 10+00.00 TO 12+19.78) SCALE: 1" - 50' HORIZONTAL ,qr.Al F- 1" = in' vFRnr.Al (STA. 10+00.00 TO 12+38.06) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 10' VERTICAL BALMORHEA ST. SEE SHEET 3 1 0 A 0 0 H A S E Cki -J _j too: LL: .4c • 4c W .j dw aw a C! too .moft wg Og w w No J 1410", iz wgs + cm 0 + 14 15 le�# 9+ 17 18 am: 15cs 19 _j V-- C4 64 209 21 22 *23 24 25 a + + C3 L9_j to o- +24 25 16 ab + + V) (n LL. LL_ a _j _j i� CJ iisce Ix LL: VWL- 19 CA ;5 U) [1 9 40 1 1 a cn La:- 60 1+ ws; an as + cni a C3 cr ui MI ui • 9 40 VIM + tnj 10- mi ui + + + di + 00 01 ;t 00 c>1 woo, cn g o woo woo, 2 a M000 !0. cn tn cn 6<5 cn 4um _ , I amm � mom 4SUM _ i.- (n tA =g gum C4 01 1 +00 5 11+00 C4 12+00 81&001 14+00 r. J� 13+00 S 89612100 E 15+00 A oil 16+00 17+00 ab 11 - - - - __� + 18+00 19+00 db 04 S S LL NC 7-9 9 8- SEWN < if 000� d. MINE w o ! < 63OU12/. _j R/W/ • bw. � _ a q Ig4w c� t 0 u: I 191 C1 m a 9 + I I Coll CA mi C3 8i d :9 VA • j, 16 5- E I + j 2 141- u: u: w- L4 + O No < a. u: u: Ina 88 ft y- o 0 LL: • cnl 4- ui mi Ix " < a 2) 8 ;!4 27 26 84323 c; V. 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SM. T-19: ABBIREMATIONS '*Wl-r - DOUBLE ARROW FL FLOWLJNE POVC POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE 8CR BEGIN CURB RETURN P1 PONT OF INTERSECTION ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE BIC BEGIN CURVE PCC PONT OF COMPOUND CURVATURE PIVC POINT OF INTERSECTION TG 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 FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. SM. ST-11 EXISTING SURVEY MONUMENT FURNISH & INSTALL STREET SIGN PER C.O.B. SM. T-1. FURNISH & INSTALL METRO STREET SIGN PER G.O.B. SM. T-1. FURNISH & INSTALL STREET LIGHT - 58M LUMEN PER C.O.B. SM. ST-14. FURNISH & INSTALL STREET LIGHT-9500 LUMEN PER C.O.B. SM. ST-14. BALMORHEA ST. 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V ..._ ,.,,..n...._,..m.,..,...,, r _,.o __..,_.,. »,..,..,.. w... ,,.._ ». « -.,w.. � . y,,.._. »,,.- ,..Y..,._,,......,_ ...,..,.......r._- d... -.. b .��.� ,�.� �.�. _�-..� .._..v '`"�r` ,. .� �,_,.....�,_ «..»._;�__ , �ww� .....»- »�.�..Y.w��a_.,..�.__ � u..,�..w_�.��... a �� 332 332 . �r.,_.,�_._._- ..._.- ...�, -,.,_� _.._._ .�......� »,n..,...._.4.,...,.F... _.%.-..•...... ...,......,.....�,..r...._�r.w. .��,.. _......___, .r,- .,.._.a�_ ,._• .,,..,.�_...,.;..._.._r..._.4 -_ .,,._ �-,-_ 3 -w.. _�___.. _..d......,v.a.. .__....,..„.,,�..�....,...... .�,_. ..�._.,... .,.,p...__ .«.- --,- }...,_•». - ,- -•�... i.,.. ,,.....�. , ,,.__,...._...,�r.,.�....«,.,., , �, �. ._.,,_..._,,...- .�._�........_. - ...,,»,..,_ ,..,._, ,.»y._._._r......,,.d._,_._ „_a, ....,_.-.._ �._..,._r............,.., �. � •.,.,._._..,�- .,«..._..,., ><._. ,,.«._.._.,_.... � . g. »..,_,:....».W._..._._._..,..._ ,.�,_..� 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00, (STA• 10 +00.00 TO 18+15.00) SCALE: 10 = 50" HORIZONTAL SCALE: 1" No 10' VERTICAL *.JA� 2 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION D STOW DRAIN UNE 0 SEE SEVER AND STORM BRAIN PLANS, STORM BRAIN MANHOLE SEE SEVER AND STORM BRAIN PLANS, CATCH BASIN S SANITARY SEVIER LINE SEE SEWER AND STORM DRAIN PLANS, SEWER MANHOLE 0 SEE SEVER AND STORM DRAIN PLANS, SEWER GL EANOUT CONSTRUCT 18' BOTTOM WITH DRIVEWAY W/3v WINGS PER C•E• SM. ST-4. (UNLESS OTHERWISE NOTED) PHASE BOUNDARY ■ ■ ■ m ■ m Aiiiiiiiiif TRACT BOUNDARY PROPOSED EDGE OF PAVEMENT SECTION DES1Gt4j&T1(&: CTION LETTER IER 1 SECTION LINE T SECTION IS LOCATED CONSTRUCTION NOTES: CONSTRUCT TYPE "B" CURB & GUTTER I PER C.O.B. SM. ST-1. CONSTRUCT 5 COMBINATION SIDEWALK PER C.O.B. SM. ST-3. CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL UNIT STANDARD PLAN R.S.P. A88A-CASE A. PAINT It LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. CONSTRUCT 12' WOE CROSS GU PER C.O.B. SM. ST-17. COMPACT SUBGRADE TO 95X OF MAX. M 120 BEYOND GUTTER UP TO A DEPTH OF 12 INSTALL 31(CA) SIGN WITH OM43 MARKER AT PHASE BOUNDARY OF TRACT F ADJACENT PHASE IS NOT CONSTRUCTED SIMULTANEOUSLY REMOVE AND SALVAGE SIGN WITH CONSRUCTION OF ADJACENT PHASE INSTALL END•OF-STREET STANDARD TYPE IN BARRICADE PER CALTRANS A73C SEE DETAIL ON SHT. 7 CONSTRUCT 60 COMBINATION SIDEWALK PER C.O.B. SM. ST-3. NOTES: I. SEE SEWER AND STORM DRAIN PLANS FOR SEWER AND DRAIN PLANS AND DETAILS 2• LOCAL, STREETS - PAVEMENT TO BE 0.20! TYPE "B" A.C. OVER 0.759 AGGREGATE BASE OVER 1.0' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. SM. ST-9. I MOUNTAIN VISTA DRIVE - PAVEMENT TO BE 0.33' TYPE 080 A.C. OVER 0.46" AGGREGATE BASE OVER 1.21" COMPACTED O.G. TO BE COMPACTED TO 95X RELATIVE DENSITY PER C.O.B• SM. ST-9. 4. ALL CATCIi BASINS TO BE TYPE OA7 VITH IS OPENINGS PER •0.8• SM. D•14s, UNLESS NOTED OTHERWISE. CURVE TABLE CURVE A_ir_ FURNISH & INSTALL TRAFFIC SIGNS PER G.O.B. SM. T-19: 'RI-1 STOP '*Wl-r - DOUBLE ARROW 7116-1 ONE WAY "W1 -6' - SINGLE ARROW OR5-1" - 00 NOT ENTER 'WI -1' - CURVE ARROW wR26(CA)w - NO PARKING 'W3-3' - SIGNAL AHEAD "113-511" - RIGHT TURN ONLY OW3-10 - STOP AHEAD 0114-7' - KEEP RIGHT 'S5-2" - END SCHOOL ZONE OR81(CA)m - BIKE LANE *S4-2" - WHEN CHILDREN ARE PRESENT wW31(CA)m - END wS4-3" - SCHOOL 'W14-10 - DEAD END wR2-1* - SPEED LUT 20 OW14-2' - NO OUTLET 31.429 Ts ROUSH & INSTALL TRAFFIC SIGNAL CONDUIT FURNISH & MTALL IRRIGATION CO RMT IR Ic FURNISH & INSTALL INTERCONNECT {CONDUIT TO M FURNISH & INSTALL SPUCE BOX FOR IN TER MNNECT TR3=NO. 3 1/2 SIZE TR5=W. 5 SIZE TR6mNQ 6 SIZE CURVE NUMBER FOR CURVE DESCRIPTION ALD14G CURB TAPER NUMBER FOR TAPER DESCRIPTION ALONG CURB ITEM OF WORK - SEE SCHEDULE *.JA� 2 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION D STOW DRAIN UNE 0 SEE SEVER AND STORM BRAIN PLANS, STORM BRAIN MANHOLE SEE SEVER AND STORM BRAIN PLANS, CATCH BASIN S SANITARY SEVIER LINE SEE SEWER AND STORM DRAIN PLANS, SEWER MANHOLE 0 SEE SEVER AND STORM DRAIN PLANS, SEWER GL EANOUT CONSTRUCT 18' BOTTOM WITH DRIVEWAY W/3v WINGS PER C•E• SM. ST-4. (UNLESS OTHERWISE NOTED) PHASE BOUNDARY ■ ■ ■ m ■ m Aiiiiiiiiif TRACT BOUNDARY PROPOSED EDGE OF PAVEMENT SECTION DES1Gt4j&T1(&: CTION LETTER IER 1 SECTION LINE T SECTION IS LOCATED CONSTRUCTION NOTES: CONSTRUCT TYPE "B" CURB & GUTTER I PER C.O.B. SM. ST-1. CONSTRUCT 5 COMBINATION SIDEWALK PER C.O.B. SM. ST-3. CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL UNIT STANDARD PLAN R.S.P. A88A-CASE A. PAINT It LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. CONSTRUCT 12' WOE CROSS GU PER C.O.B. SM. ST-17. COMPACT SUBGRADE TO 95X OF MAX. M 120 BEYOND GUTTER UP TO A DEPTH OF 12 INSTALL 31(CA) SIGN WITH OM43 MARKER AT PHASE BOUNDARY OF TRACT F ADJACENT PHASE IS NOT CONSTRUCTED SIMULTANEOUSLY REMOVE AND SALVAGE SIGN WITH CONSRUCTION OF ADJACENT PHASE INSTALL END•OF-STREET STANDARD TYPE IN BARRICADE PER CALTRANS A73C SEE DETAIL ON SHT. 7 CONSTRUCT 60 COMBINATION SIDEWALK PER C.O.B. SM. ST-3. NOTES: I. SEE SEWER AND STORM DRAIN PLANS FOR SEWER AND DRAIN PLANS AND DETAILS 2• LOCAL, STREETS - PAVEMENT TO BE 0.20! TYPE "B" A.C. OVER 0.759 AGGREGATE BASE OVER 1.0' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. SM. ST-9. I MOUNTAIN VISTA DRIVE - PAVEMENT TO BE 0.33' TYPE 080 A.C. OVER 0.46" AGGREGATE BASE OVER 1.21" COMPACTED O.G. TO BE COMPACTED TO 95X RELATIVE DENSITY PER C.O.B• SM. ST-9. 4. ALL CATCIi BASINS TO BE TYPE OA7 VITH IS OPENINGS PER •0.8• SM. D•14s, UNLESS NOTED OTHERWISE. CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA cl 35.00" 54.98' 35.00' 9OW11w C2 84.00! 214.26' 276.00' 146A08'420 C3 35.00' 17.15' 8.751 28'04'21" C4 20.00' 31.429 20.00' 90'W00" 50 368 364 360 356 352 348 344 340 336 332 368 364 360 356 352 348 344 340 33-6- 332 SCALE: 1 "=50' 25 0 50 12.5 ON 100 MOUNTAIN VISTA DR. SEE SHEET 6 co �r� < cn z + D 0 S 8912'10* E 225.00' 11 BALMORHEA ST. SEE SHEET 3 10 00 3 11 #-: cn UZ jw _j M Air. �t < C> 8 pn + C4 3 do ■ 12 00 3 0 C> coo (�! 7- 1 r000'7 LOCKHART LANE (STA. 10+00.00 TO 12+00.00) SCALE: 1" = 50" HORIZONTAL 368 368 364 360 356 352 348 I J LL: Cm u. + cri C.2 0 w In Go Z a -4c N In 000 >: + "In Y? J 40 w- ©~ cj 91 `41'50" CA cj j .j cj 31.42' c3l U 63OS3 92 Cl �• 46.24! CIO Go 0+ \s6. 20.009 3 C> t (A + is ovo 0+00 32.26" < cn z + D 0 S 8912'10* E 225.00' 11 BALMORHEA ST. SEE SHEET 3 10 00 3 11 #-: cn UZ jw _j M Air. �t < C> 8 pn + C4 3 do ■ 12 00 3 0 C> coo (�! 7- 1 r000'7 LOCKHART LANE (STA. 10+00.00 TO 12+00.00) SCALE: 1" = 50" HORIZONTAL 368 368 364 360 356 352 348 364 360 356 352 348 344 344 )ROPOSE0 NORTH FLOWLINE. C ATIN h-A-Sm-- 10+92.81 F.L. 1 340 0 340 F _v.....n...r..........+.+.0 4 w....,....a..+......,+ o+... a.... w... Et°.+_.rs..m....._w "..r.. -.-a.n . ...+..r....._.w,...s,......a... +.c...w..«_ �.. -7 336 10+00 11+00 12+00 368 364 360 356 352 348 344 340 336 (STA. 10+00.00 TO 11+60.22) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 100 VERTICAL CURVE RADIUS LENGTH TANGENT BETA 4 30.001 44.01 Xw 91 `41'50" C2 20.00! 31.42' AAW& goulloom C3 LU - 46.24! 29.12" 8818"10' - I 20.009 33.23 1 t C5 is 64.42' 32.26" 7'22'57" 7* --4 j CS -d- + N 1 I I u i W N -f--- ! I 0 co luol � r ,.R /W PC it .......... -s =-n. -4 0 rE) STING GROUND 1 Os SOUTH FLOWLINE 1 ENsTI m EMSTIN G MOUND S=-0.52*--o Of GROUM 364 360 356 352 348 344 344 )ROPOSE0 NORTH FLOWLINE. C ATIN h-A-Sm-- 10+92.81 F.L. 1 340 0 340 F _v.....n...r..........+.+.0 4 w....,....a..+......,+ o+... a.... w... Et°.+_.rs..m....._w "..r.. -.-a.n . ...+..r....._.w,...s,......a... +.c...w..«_ �.. -7 336 10+00 11+00 12+00 368 364 360 356 352 348 344 340 336 (STA. 10+00.00 TO 11+60.22) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 100 VERTICAL 368 364 %mo 356 352 348 344 340 10+00 11+00 12+00 (STA. 10+00-00 TO 11+60.22) SCALE: 1" - 50' HORIZONTAL SCALE: 1" = 10" VERTICAL H A IS CURVE TABLE CURVE RADIUS LENGTH TANGENT BETA cl 30.001 44.01 Xw 91 `41'50" C2 20.00! 31.42' 20.110' goulloom C3 30.00' 46.24! 29.12" 8818"10' C4 20.009 33.23 1 t C5 500.00! 64.42' 32.26" 7'22'57" 7* --4 j CS -d- + N + - f- -j :rte H 0 co luol � r ,.R /W PC it .......... -s =-n. -4 0 ........... Os SOUTH FLOWLINE ENsTI m EMSTIN G MOUND 368 364 %mo 356 352 348 344 340 10+00 11+00 12+00 (STA. 10+00-00 TO 11+60.22) SCALE: 1" - 50' HORIZONTAL SCALE: 1" = 10" VERTICAL H A IS CURVE TABLE CURVE RADIUS LENGTH TANGENT BETA cl 30.001 44.01 Xw 91 `41'50" C2 20.00! 31.42' 20.110' goulloom C3 30.00' 46.24! 29.12" 8818"10' C4 20.009 33.23 21.90" 95111400 C5 500.00! 64.42' 32.26" 7'22'57" 7* BALMORHEA ST. SEE SHEET 3 12 00 001 63OS7 1 dome 8 & m "13 9 12+00 -- --8g MUL-m I - ESTACADA AVENUE (STA. 10+00-00 TO 10+95-00) SCALE: 1 50' HORIZONTAL 368 364 360 356 352 348 0 BALMORHEA ST. SEE SHEET 3 w 11 364 ao U . u:. 356 -j IA: NE c% 348 Cl IR z,z c -worn q Co a 3" PROP yr + %340 $ 41 #.- ............ 41 04-0 3 W z. 0 + wa --4 j CS -d- + N + - f- -j :rte H 0 co luol � r ,.R /W PC 8 & m "13 9 12+00 -- --8g MUL-m I - ESTACADA AVENUE (STA. 10+00-00 TO 10+95-00) SCALE: 1 50' HORIZONTAL 368 364 360 356 352 348 0 BALMORHEA ST. H A S ALL PHASES TO BE CONSTRUCTED SIMULTANEOUSLY SEE SHEET 3 364 364 ao 11 J�h 356 1- NE c% 348 Cl IR z,z c -worn 344 3" PROP yr < C.) U - 'r %340 $ 41 #.- H A S ALL PHASES TO BE CONSTRUCTED SIMULTANEOUSLY io +oo 11+00 P. X ice+ Cl J a aim wm 4m 3 12+00. - D-- 99 c+ + C> cj U-0 + O a 910 cl z <0 < w 47 3t + cn oo =3 +C) + C) CC Minn W U) U) (STA. 10+00-00 TO 10+95.00) ALL PHASES TO BE SCALE: 10 = 50' HORIZONTAL CONSTRUCTED SIMULTANEOUSLY 368 -ai 364 364 ao 360 356 356 NE 352 348 348 344 3" PROP 340 FLOV& 340 %340 $ `- ............ 3 W z. 4 )(Ism GROU + wa --4 j N - f- -j §� 0 co luol nlw PC it -4 0 1 o ENsTI m EMSTIN G MOUND GROUM f.% OSED IN TH *+ io +oo 11+00 P. X ice+ Cl J a aim wm 4m 3 12+00. - D-- 99 c+ + C> cj U-0 + O a 910 cl z <0 < w 47 3t + cn oo =3 +C) + C) CC Minn W U) U) (STA. 10+00-00 TO 10+95.00) ALL PHASES TO BE SCALE: 10 = 50' HORIZONTAL CONSTRUCTED SIMULTANEOUSLY 368 -ai 364 364 344 360 356 356 NE 352 348 348 344 3" PROP 340 FLOV& 340 %340 $ `- 3 W z. 4 )(Ism GROU io +oo 11+00 P. X ice+ Cl J a aim wm 4m 3 12+00. - D-- 99 c+ + C> cj U-0 + O a 910 cl z <0 < w 47 3t + cn oo =3 +C) + C) CC Minn W U) U) (STA. 10+00-00 TO 10+95.00) ALL PHASES TO BE SCALE: 10 = 50' HORIZONTAL CONSTRUCTED SIMULTANEOUSLY 368 368 364 364 360 360 356 356 352 352 348 348 344 3" PROP 340 FLOV& 340 336 12+00 (STA. 10+00.00 TO 10+95.00) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 10' VERTICAL 36B 368 364 360 356 352 348 364 360 356 352 348 uwF --sOu 344 344 Olm-INIE 340 5 w... -.... +.-. ..}.r .,..•_.- wt.s.........w..,... 1 _.. r........,. wz........ ...z,...�r....-- r- ..n...+ «.u... . Y�l. �....-....... n,.......• vr.«-,....._....,. �..,..._ e ............._".+....-..... uT°'. t.+ n .- e.r.....w,w...- ..w.s- �.,_: -._ N..w.r..ww+...}11 34� I f 336 , - .r.._ 3_.»�.,._._._...._" � .. ...,.�.�..�....�........._.�.., .a�...,_....P� ...,. .........,..�,..R,....,........ _........ 1,...,..,._.._.......,.,....".....,. __i,,,........,...,d,._._,....� ' , ..._.._,».,.w.,.......�,„.,,..� 10+00 11+00 12+00 (STA. 10+00.00 TO 10+95.00) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 10' VERTICAL co IS .... o,.-..••..._....+.._.... w. ..._........e_ »•.- .,.......+... ... w.. v..+. w _...ar_..wi.,...._.w..w._cyp.!r (i(.+..,.,...u.... w+..m.,u.s._.. ...o-....»..mw.+• h..r r., .:.........,.,.........+...,.w. . 3rs .,..._..,w.._w.«w»»...r,....+«! PO" ZY W LLI 4 )(Ism GROU + wa --4 j N -j §� nlw PC 364 360 356 352 348 uwF --sOu 344 344 Olm-INIE 340 5 w... -.... +.-. ..}.r .,..•_.- wt.s.........w..,... 1 _.. r........,. wz........ ...z,...�r....-- r- ..n...+ «.u... . Y�l. �....-....... n,.......• vr.«-,....._....,. �..,..._ e ............._".+....-..... uT°'. t.+ n .- e.r.....w,w...- ..w.s- �.,_: -._ N..w.r..ww+...}11 34� I f 336 , - .r.._ 3_.»�.,._._._...._" � .. ...,.�.�..�....�........._.�.., .a�...,_....P� ...,. .........,..�,..R,....,........ _........ 1,...,..,._.._.......,.,....".....,. __i,,,........,...,d,._._,....� ' , ..._.._,».,.w.,.......�,„.,,..� 10+00 11+00 12+00 (STA. 10+00.00 TO 10+95.00) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 10' VERTICAL 0-: --j 10+00 I+ n 11 100011+00 = tocn Z (STA. 10+00.00 TO 10+95.00) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 10' VERTICAL 368 364 360 356 352 348 344 340 336 10+00 11+00 (STA. 10+00.00 TO 10+95.00) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 10" VERTICAL 368 364 360 356 352 348 344 340 co IS .... o,.-..••..._....+.._.... w. ..._........e_ »•.- .,.......+... ... w.. v..+. w _...ar_..wi.,...._.w..w._cyp.!r (i(.+..,.,...u.... w+..m.,u.s._.. ...o-....»..mw.+• h..r r., .:.........,.,.........+...,.w. . 3rs .,..._..,w.._w.«w»»...r,....+«! PO" ZY W -4- 4 )(Ism GROU wa --4 j -j §� PC it W EMSTIN G MOUND f.% OSED IN TH 0 N Lu Lai 0-: --j 10+00 I+ n 11 100011+00 = tocn Z (STA. 10+00.00 TO 10+95.00) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 10' VERTICAL 368 364 360 356 352 348 344 340 336 10+00 11+00 (STA. 10+00.00 TO 10+95.00) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 10" VERTICAL 368 364 360 356 352 348 344 340 368 364 360 356 352 348 344 340 12+00 LEGEND: RI-1 CON TRUCTIOL4 NOT ES: -.AL. FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. SM. T-19-. 3a2 TOP OF MANHOLE/TOP OF WAIOlJT ELEVATION N OTES, AQBRE\AATI.0NS 0 op CONSTRUCT TYPE 08* CURB & GU PER C.O.B. SM. ST-1. 1. SE SEVIER AND STORM BRAIN PLANS FOR SEVER AND BRAIN PLANS AND DETAILS "RI-1 - g mWl -*r - DOUBLE ARROW D STOW DRAIN LINE (D 2. LOCAL STREETS - PAVEMENT TO BE 0.20! TYPE V A.C. OVER 0.75" AGGREGATE FL FLOWLINE POVC PONT ON VERTICAL CURVE "116-1 21 -ONE WAY "Wl -6" - SINGLE ARROW SE' SEVER AND STORM DRAIN PLANS, STORM DRAIN MANHOLE CONSTRUCT 5! COMBINATION SIDEWALK PER C.O.B. SM. ST-1 BASE AVER Iff COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY CL CENTERLINE BVC BEGIN VERTICAL CURVE )35-1' - DO NOT ENTER "WI-10 - CURVE ARROW 0 CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL PER C.O.B. SM. ST-9. ELEV ELEVATION EVC END VERTICAL CURVE IR26(CA)' - NO PARKING 0113-Y - SIGNAL AHEAD UNIT STANDARD PLAN R.S.P. A88A-CASE A. BCR BEGIN CURB RETURN PI POINT OF INTERSECTION IU-5R* - RIQiT TURN ONLY *113-10 - STOP AHEAD SEE SEWER AND STORM BRAIN PLANS, CATCH BASIN PAINT 120 LIMIT LINE USING THERMOPLASW PAINT PER CALTRANS I MOUNTAIN VISTA DRIVE - PAVEMENT TO BE 0.33 TYPE 080 A.C. OVER 0.46' AGGREGATE ECIR END CURB RETURN PRC PONT OF REVERSE CURVATURE IR4-7" - KEW RIGHT 'S5-27 - END SCHOOL ZONE STANDARD SPECIRCATION PTH-02ALKYD. BASE OVER 1.21' COMPACTED O.G. TO BE COMPACTED TO 95X RELATIVE DENSITY BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE OR81(CA)* - BIKE LANE *S4-27 - WHEN 04DREN ARE PRESENT s SANITARY SEVER LINE CONSTRUCT 12" WIDE CROSS GUTTER PER C.O•S. SM. ST-1 7. COMPACT SUBGRADE PER G.O.B. SM. ST-9. PI VC PONT OF INTERSECTION TIC TOP OF CURB ow31(cAr - m OS4-.r - SCHOOL SEE SM AM STOW DRAIN "So SM MANHOLE TO 95X OF MAX. M 12' BEYOND GUTTER UP TO A DEPTH OF 127. 4. ALL CATCH BASINS M BE TYPE NA7 WITH 3.5 OPENINM PER G.O.B. SM. D-14s OF VERTICAL CURVE TP TOP OF PAVEMENT *Wl 4-1 * - DEAD END "R2-Im - SPEED LIMIT 20 INSTALL W-31(CA) SIGN WITH OhI4-3 MARKER AT PHASE BOUNDARY UNLESS NOTED OTHERWISE. SDMH STORM BRAIN MANHOLE FC FINISH CONMTE OW14-r - NO OUTLET SEE SEVER AND STORM DRAIN PLANS, SEVER CLEANOUT OF TRACT F ADJACENT PHASE IS NOT CONSTRUCTED SIMULTANEOUSLY INV INVERT RCP REINFORCED CONCRETE PIPE REMOVE AND SALVAGE SIGN WITH CONSIRUCTION OF ADJACENT PHASE G.B. GRADE BEAK RGJ RUM GASKETED JOINT FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT CONSTRUCT 18B BOTTOM WIDTH DRIVEWAY W/31 WINGS IR PER C.Q.B. SM. ST-4. (UNLESS OTHERWISE NOTED) INSTALL END-OF-STREET STANDARD TYPE 11 BARRICADE PER CALTRANS A73C FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. SM. ST-11 F`URNW & INSTALL IRRIGATION CONDUIT PHASE BOUNDARY SEE DETAIL ON SHT. 7 Ic FURNISH & INSTALL INTERGONINECT CONDUIT CONSTRUCT 6* COMBINATION SIDEWALK PER C.O.B. SM. ST-3. DOSTING SURVEY MONUMENT TRACT BOUNDARY \2/ TO m FURNISH & INSTALL SPLICE BOX FOR IMM)ONNECT FURNISH & INSTALL STREET SIGN PER C.O.B. SM, T-1. TR3=NO. 3 1/2 SIZE TR5=NO. 5 SIZE TR6=tNO. 6 SIZE PROPOSED EDGE OF PAVEMENT FURNISH & INSTALL METRO STREET SIGN PER C.O.B. SM. T-1. CURVE NUMBER FOR CURVE DESCRIPTION ALONG CURB SECT'ION DESIGNATION: SCALE: 1 =50' TOM NUMBER FOR TAPER DESCRIPTION &W CURB CTION LETTER FURNISH & INSTALL STREET LIGHT-5800 LUMEN PER C.O.B. SM. ST-14. ITEM OF WORK - SE SWEDULE 25 a 50 100 FURNISH & INSTALL STREET LIGHT-9500 LUMEN PER C.O.B. SM. ST-14, SECTION LINE 50 12.5 T SECTION IS LOCATED 1. I - (�� co IS .... o,.-..••..._....+.._.... w. ..._........e_ »•.- .,.......+... ... w.. v..+. w _...ar_..wi.,...._.w..w._cyp.!r (i(.+..,.,...u.... w+..m.,u.s._.. ...o-....»..mw.+• h..r r., .:.........,.,.........+...,.w. . 3rs .,..._..,w.._w.«w»»...r,....+«! ZY W -4- 4 )(Ism GROU wa 368 364 360 356 352 348 344 340 12+00 LEGEND: RI-1 CON TRUCTIOL4 NOT ES: -.AL. FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. SM. T-19-. 3a2 TOP OF MANHOLE/TOP OF WAIOlJT ELEVATION N OTES, AQBRE\AATI.0NS 0 op CONSTRUCT TYPE 08* CURB & GU PER C.O.B. SM. ST-1. 1. SE SEVIER AND STORM BRAIN PLANS FOR SEVER AND BRAIN PLANS AND DETAILS "RI-1 - g mWl -*r - DOUBLE ARROW D STOW DRAIN LINE (D 2. LOCAL STREETS - PAVEMENT TO BE 0.20! TYPE V A.C. OVER 0.75" AGGREGATE FL FLOWLINE POVC PONT ON VERTICAL CURVE "116-1 21 -ONE WAY "Wl -6" - SINGLE ARROW SE' SEVER AND STORM DRAIN PLANS, STORM DRAIN MANHOLE CONSTRUCT 5! COMBINATION SIDEWALK PER C.O.B. SM. ST-1 BASE AVER Iff COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY CL CENTERLINE BVC BEGIN VERTICAL CURVE )35-1' - DO NOT ENTER "WI-10 - CURVE ARROW 0 CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL PER C.O.B. SM. ST-9. ELEV ELEVATION EVC END VERTICAL CURVE IR26(CA)' - NO PARKING 0113-Y - SIGNAL AHEAD UNIT STANDARD PLAN R.S.P. A88A-CASE A. BCR BEGIN CURB RETURN PI POINT OF INTERSECTION IU-5R* - RIQiT TURN ONLY *113-10 - STOP AHEAD SEE SEWER AND STORM BRAIN PLANS, CATCH BASIN PAINT 120 LIMIT LINE USING THERMOPLASW PAINT PER CALTRANS I MOUNTAIN VISTA DRIVE - PAVEMENT TO BE 0.33 TYPE 080 A.C. OVER 0.46' AGGREGATE ECIR END CURB RETURN PRC PONT OF REVERSE CURVATURE IR4-7" - KEW RIGHT 'S5-27 - END SCHOOL ZONE STANDARD SPECIRCATION PTH-02ALKYD. BASE OVER 1.21' COMPACTED O.G. TO BE COMPACTED TO 95X RELATIVE DENSITY BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE OR81(CA)* - BIKE LANE *S4-27 - WHEN 04DREN ARE PRESENT s SANITARY SEVER LINE CONSTRUCT 12" WIDE CROSS GUTTER PER C.O•S. SM. ST-1 7. COMPACT SUBGRADE PER G.O.B. SM. ST-9. PI VC PONT OF INTERSECTION TIC TOP OF CURB ow31(cAr - m OS4-.r - SCHOOL SEE SM AM STOW DRAIN "So SM MANHOLE TO 95X OF MAX. M 12' BEYOND GUTTER UP TO A DEPTH OF 127. 4. ALL CATCH BASINS M BE TYPE NA7 WITH 3.5 OPENINM PER G.O.B. SM. D-14s OF VERTICAL CURVE TP TOP OF PAVEMENT *Wl 4-1 * - DEAD END "R2-Im - SPEED LIMIT 20 INSTALL W-31(CA) SIGN WITH OhI4-3 MARKER AT PHASE BOUNDARY UNLESS NOTED OTHERWISE. SDMH STORM BRAIN MANHOLE FC FINISH CONMTE OW14-r - NO OUTLET SEE SEVER AND STORM DRAIN PLANS, SEVER CLEANOUT OF TRACT F ADJACENT PHASE IS NOT CONSTRUCTED SIMULTANEOUSLY INV INVERT RCP REINFORCED CONCRETE PIPE REMOVE AND SALVAGE SIGN WITH CONSIRUCTION OF ADJACENT PHASE G.B. GRADE BEAK RGJ RUM GASKETED JOINT FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT CONSTRUCT 18B BOTTOM WIDTH DRIVEWAY W/31 WINGS IR PER C.Q.B. SM. ST-4. (UNLESS OTHERWISE NOTED) INSTALL END-OF-STREET STANDARD TYPE 11 BARRICADE PER CALTRANS A73C FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. SM. ST-11 F`URNW & INSTALL IRRIGATION CONDUIT PHASE BOUNDARY SEE DETAIL ON SHT. 7 Ic FURNISH & INSTALL INTERGONINECT CONDUIT CONSTRUCT 6* COMBINATION SIDEWALK PER C.O.B. SM. ST-3. DOSTING SURVEY MONUMENT TRACT BOUNDARY \2/ TO m FURNISH & INSTALL SPLICE BOX FOR IMM)ONNECT FURNISH & INSTALL STREET SIGN PER C.O.B. SM, T-1. TR3=NO. 3 1/2 SIZE TR5=NO. 5 SIZE TR6=tNO. 6 SIZE PROPOSED EDGE OF PAVEMENT FURNISH & INSTALL METRO STREET SIGN PER C.O.B. SM. T-1. CURVE NUMBER FOR CURVE DESCRIPTION ALONG CURB SECT'ION DESIGNATION: SCALE: 1 =50' TOM NUMBER FOR TAPER DESCRIPTION &W CURB CTION LETTER FURNISH & INSTALL STREET LIGHT-5800 LUMEN PER C.O.B. SM. ST-14. ITEM OF WORK - SE SWEDULE 25 a 50 100 FURNISH & INSTALL STREET LIGHT-9500 LUMEN PER C.O.B. SM. ST-14, SECTION LINE 50 12.5 T SECTION IS LOCATED 1. I - (�� CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA cl 30,001 46.24! 29.12' 88'18'10" C2 30.00' 48.01' 30.90' 91"41'50" 368 364 360 356 352 348 344 340 336 332 W u —1 wWl-r - DOUBLE ARROW "RS -1" - ONE WAY ABBREVIATIONS, V5-10 - 00 NOT ENTER FL FLOVILINE POVC e.to CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN Pi cn 919+00 20+00 �Al r� jo I H � � ALL PHASES TO BE CONSTRUCTED SIMULTANEOUSLY t 0.0 A.C. PAM 0 0,W AM am 121" CMVACIM at a� a�u� o�nr MOUNTAIN VISTA DRIVE SECTION 6 STA* 10+00,00 TO STA, 16 +18.15 SCALE: n nl 09 HORIZONTAL 1 =5 VERTICAL �, t II BLOW WALL I'l Rl-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. SM. T-19-- LEGEND: wWl-r - DOUBLE ARROW "RS -1" - ONE WAY ABBREVIATIONS, V5-10 - 00 NOT ENTER FL FLOVILINE 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 CUM RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE PIVC POINT OF INTERSECTION TIC TOP OF CM TR3 lw 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 s FURNISH & INSTALL SURVEY MONUMENT PER O.O.B. SM. ST-13. 00STING SURVEY MONUMENT 4. ALL CATCH BASINS TO, BE TYPE 'A7 WITH 3.5 OPBM PER C.O.B. SM. 0-14, 0 FURNISH & INSTALL STREET SO PER C.O.B. SM. T-1. FURNISH & INSTALL METRO STREET SIGN PER C.O.B. SM. T-1. UNLESS NOTED OTHERWISE. FURNISH & INSTALL STREET LIGHT-5800 LUMEN PER C.O.B. SM. ST-14. FURNISH & INSTALL STREET LIGHT-9500 LUMEN PER Q►.8. SM. ST-14. �, t II BLOW WALL I'l Rl-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. SM. T-19-- 'R1 -1' . Sup wWl-r - DOUBLE ARROW "RS -1" - ONE WAY "W1 -6' - SINGLE ARROW V5-10 - 00 NOT ENTER "W1 -1' - CURVE ARROW wR26(CA)' - NO PAF40NG *113-3' - SIGNAL AHEAD 1113-5R" - RIGHT TURN ONLY "W3 -1" - STOP AI M "R4- -r - KEEP RIGHT OS5-27 - END SCHOOL ZONE wR81(CA)" - BIKE LANE OS4-27 - WHEN CHILDREN ARE PRESENT wW31(CA)" - END OS4-3r - SCHOOL V14-10 - DEAD END wR2-1w - SKIED LIMIT 20 mW14-27 - NO OUTLET TS FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT IR FURNISH & INSTALL, IRRIGATION CONDUIT Ic FURNISH & INSTALL INTERCONNECT CONDUIT TR3 lw FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT TR3mNO. 3 1/2 SIZE TR5=N0. 5 SIX TR6=M 6 SIZE CURVE NUMBER FOR CURVE DESCRIPTION ALONG CURB BASE OVER 1.21" COMPACTED O.G. TO BE COMPACTED TO 95X RELATIVE DENSITY TAPER NUMBER FOR TAPER DESCRIPTION ALONG CURB SANITARY SEVIER LINE ITEM OF WORK - SEE SCHEDULE (STA. 10+00.00 TO 19+53.78) SCALE: ln = 50' HORIZONTAL SCALE: 1" — 10' VERTICAL 4. 0.33' At PAW,4G-,J I a 0.4t AM *VAM I — 3.5' SAIMT 11" BEYM 1,21" OMIPAM 0A EDGE OF PA1130T - A - 4n 1 95% R"IVEMPIN MIT 8 MOUNTAIN VISTA DRIVE S'ECT10N 6 STA, 16+18.15 TO STA. 19+53,56 SCALE: 1*=10` HORIZONTAL 1 =5! VERTICAL I = 6 R--20 �, e II To AWA 368 364 360 356 352 348 344 340 336 332 CONSTRUCTION NOTES: NOTES: OJA� 2 TOP OF MANHOLE/TOP OF Q.EANOUT ELEVATION CONSTRUCT TYPE 08'0 CURB & GUTTER PER C.O.B. SM. ST-1. 1. SEE SEWER AND STORM BRAIN PLANS FOR SEVO AND DRAIN PLANS AND DETAILS. D STOW DRAIN LINE 2. LOCAL STREETS — PAVEMENT TO BE 0.20! TYPE V A.C. OVER 0.759 AGGREGATE 0 SEE SEWER AND STORM BRAIN PLANS, STORM DRAIN MANHOLE CONSTRUCT 5! COMBINATION SIDEWALK PER C.O.B. SM. ST-3. BASE 0" 1.6 COMPACTED Q.G. TO BE 0WACTED TO 95% RELATIVE DENSITY CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL PER C.O.B. SID. ST-1 SEE SEVIER AND STORM BRAIN PLANS, CATCH BASIN UNIT STANDARD PLAN R.S.P. A88A—CASE A. PAINT PER CALTRANS — PAVEMENT TO 0.33' TYPE 080 A.C. OVER 0.469 AGGREGATE I MOUNTAIN VISTA DRIVE BE PAINT 12m LIMIT UNE USING THERNIORASTIC BASE OVER 1.21" COMPACTED O.G. TO BE COMPACTED TO 95X RELATIVE DENSITY SANITARY SEVIER LINE STANDARD SPECIFICATION PTH-02ALKYO. PER C.O.B. SM. ST-9. s CONSTRUCT tt VIDE CROSS GU PER C.O.B. SM. ST-17. COMPACT SUBGRADE M 95X OF MAX. TO It BEYOND GUTTER I UP TO A MYTH OF 12 n 4. ALL CATCH BASINS TO, BE TYPE 'A7 WITH 3.5 OPBM PER C.O.B. SM. 0-14, 0 SEE SEVIER AND STORM BRAIN PLANS, SEIB MANHOLE * UNLESS NOTED OTHERWISE. /&a\ INSTALL W-31(CA) SIGN WITH 01M4-3 MARKER AT PHASE BOUNDARY 0 SEE SEWER AND STORM DRAIN PLANS, SM CLEANOUT OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED SIMULTANEOUSLY REMOVE AND SALVAGE SIGN WITH CONSRUCTION OF ADJACENT PHASE CONSTRUCT 18' BOTTOM VADTH DRIVEWAY W/31 WINGS PER C.O.B. SM. ST-4. (UNLESS OTHERWISE NOTED) INSTALL END—OF—STREET STANDARD TYPE III BARRICADE PER CALTRANS A73C SEE DETAIL ON SHT. 7 PHASE BOUNDARY CONSTRUCT 6" COMBINATION SIDEWALK PER C.O.B. SM. ST-3. TRACT 8"DARY PROPOSED EDGE OF PAYMENT SEC'nON DESIGNAWN: SCALE: 1 "= 5Q' CTION LETTER 25 0 50 100 0- SECTION LINE 1 50 1.15 T SECTION IS LOCAIM EXISTING STRIPM TO _ BE REMOVED 0000-EXISTING STRIPING TO BE REMOVED DETAIL 32 =15 +00. �. _ r ro. + -- Q i! i i i i i �� - ! i i � ! i - i � i ! i i i � i i I R1 -1 I I 1 ! �♦ 1 ! ! ! 1 ! 1 i ! ! 2 3 4 1 5 { l °+ LOOKH AR T LN . SEE SHEET 5 CUME TABLE LEGEND: RADIUS ABBREW ATIONS TANGENT FL flOYNJNE Povc CL CENTERLINE BVC ELEV ELEVATION EVC BCR BEGIN CURB RETURN PI ECR END CURB RETURN PRC 8C BEGIN CURVE PCC PI1nC POINT OF INTERSECTION TC OF VERTICAL CURVE Tp SOMH STOMA DRAIN MANHOLE FC iNV INVERT RCP G.B. GRADE BREAK RGJ CUME TABLE CURVE RADIUS LENGTH TANGENT DELTA G1 1500.00' 140.94' 70.52' 523'00" C2 1500.0010 77.32' 38.67' 217113" POINT ON VERTICAL CURVE BEGIN VERTICAL CURVE END VERTICAL CURVE POINT OF INTE GTfON POINT OF REVERSE CURVATURE POINT OF COIMPOUND CURVATURE TOP OF CURB TOP OF PAVEMENT FINISH CONCRETE REINFORCED CONCRETE PIPE RUBBER GASNM JOINT i FURNISH & INSTALL SURVEY MONUMENT PER G.O.B. STD. ST -11 FASTING SURVEY MONUMENT FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T -1. FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T -1. — — FURNISH & INSTALL STREET LIGHT-5800 LUMEN PER C.U.B. STD. ST -14. - D FURNISH do INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST -14. %& FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT IR ASH & INSTALL IRRIGATION CONDUIT Ie FURNISH & INSTALL INTERCONNECT CONDUIT TR3 M Ft MSH & INSTALL SPUCE BOX FOR INTERCONNECT TR3 =NO. 3 1/2 SIZE TR5 =NO. 5 SIZE TR6=NO. 6 SIZE 1 CURVE NUMBER. FOR CURVE DESCRIPTION ALONG CURB 1 TAPER NUMBER FOR TAPER DESCRIPTION ALONG CURB ITEM OF WORK — SEE SCHEDULE STRIPING PLAN MOUNTAIN VISTA DRIVE (STA. 10 +00.00 TO 19 +53.56) SCALE: 1" = 50' HORIZONTAL EXISTING EDGE OF PAVEMENT- DETAIL 22-% mum woo. r Sri; it Fr ! r ! I 8 20+00w--"_ J 1-7 r� 3 FURNISH do INSTALL TRAFFIC SIGNS PER G.O.B. STD. T -19: 'R1 -1" — STOP 0111 —r — DOUBLE ARROW "R6 -1" — ONE WAY "W1 -6" — SINGLE ARROW 'R5 -1" — DO NOT ENTER 0111 -1" — CAVE ARROW "R26(CA)" — NO PARKING "W3-3" — SIGNAL AHEAD "R3 -5R' — RIGHT TURN ONLY "W3 -1" — STOOP "R4-7' — KEEP RIGHT "S5-2" — END SCHOOL ZONE "R81(CA)" — BIKE LANE "S4-2" — WHEN CHILDREN ARE PRESENT 81131(C:A) - END `S4-3 — SCHOOL W14-1 0 — DEAD END "R " 2 -1 — SPEED LIMIT 20 *WI4 -2" — NO OUTLET CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL %& FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT IR ASH & INSTALL IRRIGATION CONDUIT Ie FURNISH & INSTALL INTERCONNECT CONDUIT TR3 M Ft MSH & INSTALL SPUCE BOX FOR INTERCONNECT TR3 =NO. 3 1/2 SIZE TR5 =NO. 5 SIZE TR6=NO. 6 SIZE 1 CURVE NUMBER. FOR CURVE DESCRIPTION ALONG CURB 1 TAPER NUMBER FOR TAPER DESCRIPTION ALONG CURB ITEM OF WORK — SEE SCHEDULE STRIPING PLAN MOUNTAIN VISTA DRIVE (STA. 10 +00.00 TO 19 +53.56) SCALE: 1" = 50' HORIZONTAL EXISTING EDGE OF PAVEMENT- DETAIL 22-% mum woo. r Sri; it Fr ! r ! I 8 20+00w--"_ J 1-7 r� 3 GTION LETTER — ~--- — — ---- — NNMA SECTION UNE SHEET SECTION IS LOCATED SCALE: 1 " =50' 25 0 50 100 50 125 CONSTR!jCTION N�3T �: NOTES: 2 TOP OF MAI�iOLE/TCaP OF GLEANfll1T ELEVATION CONSTRUCT CONSTRUCT TYPE "B N CURB & CUTTER PER C.O.B. SM. ST -1. I. SEE SEINER AND STOW BRAIN PLANS FOR - - D STORM ORA�I LINE 2 CONSTRUCT 5' COMBINATION SIDEWALK PER G.O.B. STD. ST -3. SEAR AND FAIN PLANS AND DETAILS. LCKiAI. STREETS — PAVEMENT TO � 0.20' TYPE "B" A.C. OVER 0.75' AGGREGATE 0 SEE AND S Al � TCIRM [MAIN PLANS, STORM DRAIN � BASE OVER 1.a' COMPACTED O.C. TO BE COMPACTED TO 95% RELATIVE D�+iSfTY CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL PER C.O.B. STD. ST -9. SEE SETTER AND STORM DRAIN PLANS, CATCH BASIN UNIT STANDARD PLAN R.S.P. ABBA —CASE A. I MOUNTAIN VISTA DRIVE — PAVEMENT Tfl BE 0.33' TYPE "B" A.G. OVER 0.46' AGGREGATE PAINT 120 LIMIT LINE USING THERMOPLAS11C PAINT PER CALTRANS BASE OVER 1.21" COMPACTED G. T+0 COMPACTED O. BE COMPACTED M 95� RELATIVE DENSITY s SANITARY SEWER LINE STANDARD SPECIFICATION PTH- 02ALKYD. PER G.O.B. STD. ST -9. SEE SEYYER AND STORM BRAIN PLANS, � MANHOLE +� CONSTRUCT 12' WIDE CROSS CUTTER PER G.O.B. STD. ST -17. COMPACT SUBCRADE TO 95X OF MAX. TO 12' BEYOND GUTTER UP TO A DEPTH OF 12 0. M N i 4. ALL CATCH BASINS TO � TYPE A WITH 3.5 OPENINGS PER C.O.B. STD. D -14, UNLESS NOTED OTHERWISE. CM SEE SEWER AND STORM DRAIN PLANS SEWER T � INSTALL W-31(CA) TH M AT PHA SIGN � OM4-3 � SE BOUNDARY OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED SIMULTANEOUSLY REMOVE AND SALVAGE SIGN WITH CONSf UCTION OF ADJACENT PHASE l CONSTRUCT 18' BOTTOM WITH DRIVEWAY W/3' WINGS PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) INSTALL END —OF— STREET STANDARD TYPE III BARRICADE PER CALTRANS A73C { r_ r PHASE BOUNDARY SEE DETAIL ON SHT. 7 ■ ■ �� ■ ■ �� ■ r TRACT BOUNDARY $ CONSTRUCT 6" COMBINATION SIDEWALK PER C.O.B. STD. ST -3. — -- PROPOSED EDGE OF PAVEMENT SECTION�ESI�A GTION LETTER — ~--- — — ---- — NNMA SECTION UNE SHEET SECTION IS LOCATED SCALE: 1 " =50' 25 0 50 100 50 125