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HomeMy WebLinkAbout1.1-6824 PH 1 Record DrawingSTANDARD NOTES 1. GENERAL CONTRACTOR WILL FURNISH ALL MATERIALS, TOOLS LABOR. EQUIPMENT AND SUPERVISION NECESSARY TO COMPLETE INSTALLATION. UNDERGROUND SERVICE ALERT (USA) SHALL BE NOTIFIED AT LEAST 2 WORKING DAYS BEFORE CONSTRUCTION. TELEPHONE i -80D-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 UNES. VERTICAL AND HORIZONTAL LOCATION SHALL BE ASCERTAINED BY THE CONTRACTOR AHEAD OF ANY EXCAVATIONS TO VERIFY THAT THE PROPOSED DESIGN DOES NOT CONFUCT WITH ANY UTILITIES. IN THE EVENT A CONFLICT EXISTS THE ENGINEER SHALL BE NOTIFIED IN ORDER TO REDESIGN THE AUGNMENT. IF RELOCATION OF EXISTING URUTIES 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 UTUTY 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 WATHM 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 'CHANCE OUT' OF BARREL RINGS ALL IMPROVEMENTS SHALL BE IN MCORDMNCE WITH THE REQUIREMENTS AND SPECIFICATIONS OF THE CITY OF BAKERSFIELD. THE FOLLOWING CRY O BWERSFM STANDARDS SHALL BE CONSIDERED PMf O THESE PUNS: 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, 0-14. D-16. T-1 PAVED FOR RESIDENTIAL AND LOCA. STREETS SHALL BE 020' TYPE 'B' ASPHALT CONCRETE OVER 075' AGGREGATE BASE (PER NOTE 17 ON SHEET 2 O 8) OVER 1.0' O.G.. O.G. TO BE COMPACTED TO 95% RELATIVE OEM PER C.O.S. STD. ST -13. INSTALL STANDARD SURVEY MONUMENT FRAME AND COVER PER CITY OF BAKERSFIELD STD. M. ST -11 ® TO BE INSTALLED ® EXISTING i INSTAL. TRAFFIC CONIROL SIGNS INSTALL STANOARO STREET NAME SIGNS PER CO.S. SID. T -i INSTALL METRO SIZE SIRET NAME SINS PER C.O.B. SID. T -i -o- INSTALL STREET UGHT- HOLOPHME-LVUI SERIES PER 00.8. STD. SP7-86-10. STREET LIGHTS SHALL MATCH THOSE EXISTING IN THE VICINITY AND N ACCORDANCE WITH C.O.B. STMOARD DETAIL ST -14. STREETLIGHT LUMINAIRES ARE TO BE LED AS SPECFIED N COB SPMAL PROVISIONS SECTION 86-6.01 O WHICH MODELS INCLUDE AMERICAN ELECTRIC UGHTING ATBO. AJTOBAHN SERIES LED TEK ECI THRU EC7 SERIES CREE XSP/XSPR SERIES AND OTHERS ON APPROVED UST OR AN EQUIVALENT AS APPROVED BY CITY B ONEER 7. INSTAL. TYPE 'B" CURB AND GUTTER, PER C.O.B. STANDARDS, ON AL STREETS UNLESS OTHERWISE NOTED. 8. INSTALL 5' COMBINATION SIDEWALK ON AL LOCA. STREETS AND 6' COMBINATION SIDEWALK ON ARTERIAL AND COLLECTORS UNLESS OTHERWISE NOTED. 9. SEWER LATERA. LOCATIONS TO BE STAMPED ( S ) INTO THE CURB FACE OVER EACH SEWER LATERA. STAMP 'C' INTO CURB FACE AT ALL MEDIAN CONDUIT CROSSINGS. 10, INSTALL ADDITIONAL / 3-1/2 PULL BOX FOR STREET LIGHTS AT P.G.& E SERVICE PONT. ALL PULL BOXES TO BE INSTALLED ON A GRAVEL BED A MINIMUM OF C THICK. 11. INSTALL HANDICAP RAMP PER CALTRANS 2002 REVISED MAL UNIT STANDARD PLAN R.S.P. A88A-CASE A. 12. ALL MANHOLE AND UVMPHOLE FRAME AND COVERS SHALL BE SET 1/4' BELOW PAVEMENT (RAGE 13 UNDERGROUND SOME ALERT SHALL BE CONTACTED AT LEAST 2 WOIONG DAYS PRIOR TO CONSTRUCTION. 1-800-227-2602. 14. WARNING/REGULATORY SIGNS: SIGN PANELS SHALL BE MOUNTED ON POSTS WITH HAWKNS M2G SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR EQUAL ROADSIDE SIGNS INSTALLED PER SID. T-19 SHALL BE LOCATED WITHIN SIDEWALK 6' FROM HACK. 15. ANY WORK CONNECTING TO EXISTING PUBLIC FACILITIES FROM PRIVATE PROPERTY WILL REQUIRE AN ENGINEER'S ESTIMATE FOR THE WORK IN THE EXISRNG PUBLIC RIGHT-OF-WAY TO ESTABLISH THE NECESSARY DEPOSIT. Service '�W 1 \ITOLL FREE 1-800-227-2600 TWO MINCING DAYS KFORE DIGGING r 6' WNG STORM DRAIN LR CURB AND GUTTER SIDEWALK CENTERINE STORM ORM) 'A TYPICAL CATCH BASIN LOCATION AT CURB RETURN N. T. S. CITY OF BAKERSFIELD KERN COUNTY CALIFORNIA C 90141 CONSTRUCTION PLANS FOR TRACT NO. 6824 PHASE 1 P H A S E 3 .� STREET w¢ M ' S 4 ACADA AVENUE 2 M1 PHAS 3 13 *4 0 n N a LN H A S ,s1a iaiaipia s)alslala,Ialalalalslslala H A SHE 2 N L•. ,i a IOR T SANQERSAMENUE O u) •A• howl VESTING TRACT NOTE: TRACT No. 6916 VACANT LANDS ALL PHASES ARE OWNED BY THE SAME OWNER. ALL PHASES TO BE CONSTRUCTED SIMULTANEOUSLY PROJECT MAP SCALE: 1'=200' ® SHEET NO. INDEX LIST OF MATERIALS ITEM UNIT TOTAL A.C. PAVING TONS 1624 CL It AGO. BASE MYD 1616 SUBGRADE PREPARATION SQYD 13299 6' CURB AND GUTTER LF 4968 HANDICAP RAMPS EA 10 DRIVEWAYS SOT 5520 SIDEWALK SOFT 17579 CROSS GLITTERS I EA I I STANDARD STREET NAME SIGNS Eh 8 METRO STREET NAME SIGNS EA. 1 STOP SIGNS EA. 5 5800 WHEN STREET LIGHT$ EA. 7 MONUMENT ENCASEMENTS I EA. 6 LOCAL STREET FRONTAGE 4082 LF COLLECTOR STREET FRONTAGE 942 LF LEGEND: ABBREVIATIONS FL FLOWUR POVC POINT ON VERTICAL CURIE CL CENTER ME BVC OWN VERTICAL CURVE ELEV EIEVATION EVC END VERTICAL CURVE BOR BEGIN CURB RETURN PI PONT OF INTERSECTION ECR END ORB REMRN PRC PORT OF REVERSE ORVATURE BC BEGIN CURVE PCC PONT OF COMPOUND CURVATURE PIVC PONT OF INTERSECTION TC TOP OF CURB OF VERTICAL CURVE TP TOP OF PAVEMENT SDMH STORM DRAIN MANHOLE FC FINISH COMMIE INV INVERT RCP REINFORCED CONCRETE PIPE G.B. GRADE BREAK RGJ RUBBER GASKETFD JOINT QQ FURNISH & INSTAL. SURVEY MONUMENT PER COB. SID. ST -11 .. OUSTING SURVEY MONUMENT -+- FURNISH & INSTALL STREET SIGN PER GOR. SID. T-1. FURNISH & INSTALL METRO STREET SIGN PER COB. SID. T-1. FURMSIH & INSTALL STREET UGIT-HOLOPHANE-LWT SERIES PER COB SID. 77-86-10. y FURNISH & INSTALL TRAFFIC SIGNS PER COO SID. T-1<3. *RI -1' - STOP 'WT -Y - DOUBLE ARROW '116-16 - ONE WAY 'Wi-6' - SINGLE ARROW 'R5-1' - DO NOT ENTER 'WI -i' -CURVE ARROW 'R26(CA)' - NO PARMNG *W -S - SIGNAL AHEAD 'R3 -5R' - RIGHT TURN ONLY V -P - STOP AHEAD 'R4 -T - KEEP RIGHT '55-20 - END SC1001. ZONE 'R81(CA)' - BALE LANE 1S4-2' - WHEN CHILDREN ARE PRESENT 'W31(CA)' - DO 'S4 -Y - SCHOOL 'Wihi' - DEAD END 'R2 -i' - SP® UNIT 20 '11114-27 - NO OUTLET T..M. 63. TOP O MANHOLE/MP OF CLEANOUT ELEVATION 0 CONSTRUCT STORY BRAN PER CITY STANDARDS ® CONSTRUCT STORY DRAIN MANHOLE TYPE 'B' PER COB. SID. D-18. spa CONSTRUCT CATCH BASIN TYPE'A' PER C.O.B. SID. S-12. g CONSTRUCT SEWER PER EN.CSD. STANDARDS CONSTRUCT SEWER MANHOLE PER EN.CS.D. SD. GET. NO. S-7 C CONSTRUCT SEWER CLEAN OUT PER EN.CSD. OT. NO. S-5 CONSTGS PER C.OaTSM. BOTTOM (UNLESS oBHER*9 NOTED) .� ... .'� PHASE BOUNDARY TRACT 80NOARY - PROPOSED EDG. CF PAVEMENT is- FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT OR FURNISH & INSTALL IRRIGATION CONDUIT is FURNISH & INSTALL INTERCONNECT CODIAT M3 M5 Im FURNISH & INSTALL SPUCE BOX FOR INTERCONNECT TR3=N0. 3 1/2 97E TR5=NO. 5 SZE TR6=NO. 6 SZE O CURVE NUMBER FOR CURVE DESOOPIDN ALONG GURB OTAPER NUMBER FOR TAPER OESCIPTION ALONG CURB Op ITEM OF WORK - SEE SCHEDULE CIION fE11ER ------- A SECTION UNE SHEET SECTOR IS 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 SUPPUED FOR THIS PROJECT WiLL REQUIRE A CERTIFICATE OF COMPUANCE 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 R.C.E. NO. 61069 EXP. 12-31-14 1q REVIEWED BOT_-- 10 • d ASSISTANT PUBLIC WbRKS DIRECTOR REVIEWED BY: s "N+a--- -w 1 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: 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 DESCRPMN: 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 7. STRIPING PLAN - MOUNTAIN VISTA DRIVE a Kn M No N- O1 m m 0< Oma m v a b zWi < J J¢a U W m 3oP s� W � m � O N N Q m g g (n* Y�6 tY CITY RECORDS NO: J co J n Q "Wa W < Z O< W ft q =!�' o N Wog Z C) a 4_ U d oLLI H " W W t1 ~ JE J VI m i T l oil STANDARD NOTES (CONT.) ASPHALT CONCRETE PAVING NOTES:_ 16. CONTRACTOR SHALL PROVIDE 1 SPARE STREET LIGHT. FOR EVERY 10 INSTALLED 1. ASPHALT CONCRETE SHALL BE TYPE 'A' (MODIFIED) FOR AL1. ARTERIAL AND COLLECTOR STREETS TO CITY OF BAKERSFIELD. PUBLIC WORKS DEPT. GENERAL. SERVICES DIVISION.AND TWE B (MODIFIED) FOR LOCAL STREETS AND SHALL CONFORM TO THE PROVISIONS IN SECTION 39, "ASPHALT CONCRETE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL 17. AN OPEN STREET PERMIT SMALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PROVISIONS. PUBLIC WORKS DEPT FOR ANY WORK PERFORMED WMMN EXISTING ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT. 2. PRIOR TO THE ADDITION OF ASPHALT BINDER, THE COMBINED MINERAL AGGREGATE FOR TYPE A SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK (MODIFIED) OR TYPE B (MODIFIED) ASPHALT CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF PERFORMED WITHIN THE RIGHT-OF-WAY AND INSURANCE SMALL BE POSTED SECTION 39-2.02, "AGGREGATE," OF THE STANDARD SPECFICATIONS FOR 3/4" MAXIMUM, MEDIUM GRADING. PROR TO ISSUANCE OF THE PERMIT. 3. ASPHALT BINDER FOR TYPE A (MODIFIED) ASPHALT CONCRETE SHALL BE PG 64-10 PERFORMANCE GRADED 18. AGGREGATE BASE AGGREGATE BASE MATERIAL FOR ITERAL k COLLECTOR ASPHALT, UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER. ASPHALT BINDER FOR TYPE B (MODIFIED) ROADWAYS SMALL MEET THE SPECIFICATIONS FOR CLASS 2 AGGREGATE BASE ASPHALT CONCRETE SHALL RE PG 64-10 PERFORMANCE GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE (CL 2 AID) CONFORMING TO SECTION 26 OF THE STATE STANDARD SPECIFICATIONS, CITY ENGINEER. THE ASPHALT BINDER SHALL CONFORM TO THE REQUIREMENTS IN THE TABLE FOR LATEST EDITION; HOWEVER, NO RECYCLED OR REONMED MATERIAL WILL BE "STEAM -REFINED PAVING ASPHALTS," IN SECTION 92-1.02, "GRADES; OF THE STANDARD ALLOWED. BASE MATERIAL IN LOCAL ROADS SHALL BE EWER CL 2 AS OR SPECIFICATIONS. CRUSHED MISCEIIANEOUS BASE (CAB) CONFORMING TO SECTION 200-2.4 OF THE "GREENSOOK1. 4. THE AMOUNT OF ASPHALT BINDER TO BE MIXED WITH THE MINERAL AGGREGATE SHALL BE DETERMINED BY THE CONTRACTOR IN ACCORDANCE WITH CALIFORNIA TEST METHOD 367 USING SAMPLES OF MATERIALS ACREMATE BASE SHALL DE FURNISHED AND PLACED IN ACCORDANCE WITH PROPOSED FOR USE IN THE WORK. THE AMOUNT OF ASPHALT BINDER SHALL BE APPROVED BY THE THE CONTRACT PUNS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS ENGINEER. CONSTRUCTION AND THESE DETAILED SPECIFICATIONS. AGGREGATE BASE SHALL BE OWED TO WOMEN THE OILY TOLERANCES AND COMPACTED TO 95% 5. AT LEAST 14 DAYS PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL SUBMIT THE FOLLOWING FOR THE OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM 0-1557. CITY ENGINEER'S REVIEW AND APPROVAL 19. SUBGRPDE PREPARATION: THE CONTRACTOR SMALL FINE GRADE AND COMPACT A A UST OF AGGREGATE AND ASPHALT SOURCES. STREET SUBGRADE IN ACCORDANCE WITH THE CONTRACT PLANS Cltt REQUIREMENTS AND STANDARD SPECIFICATIONS. SIBGRADE SHALL BE GRADED 8. DOCUMENTATION VERIFYING THAT THE AGGREGATES TO BE INCORPORATED IN THE WORK CONFORM TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95Z OF THE MAXIMUM TO THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE" OF THE STANDARD DRY DENSITY N ACCORDANCE MATH ASM 0-1557. SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MATERIAL SIEVE ANALYSIS AND SAND EQUIVALENT TEST RESULTS SHOULD NOT BE OLDER THAN SIX (6) MONTHS. ALL OTHER TEST 20. COMPACTION TESTS SHALL BE ME RESPONSIBILITY O THE OEVEloPER/ RESULTS SHALL. BE NO OLDER THAN WE (1) YEAR. SUEDMDER/CONiRACTOR. THE NUMBER AND LOCATION O REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. 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 21. DUST CONTROL DESIGN ALONG WITH THE THEORETICAL MAXIMUM DENSITY OF THE DESIGN MIXTURE AS DETERMINED BY ASTM D2041. THE ASPHALT CONCRETE MIX SHALL MEET THE REQUIREMENTS CONTRACTOR SMALL OBTAIN A COPY O THE OUST CONTROL PUN (DCP) FOR THIS PROJECT OF SECTION 39-2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL FROM THE DEVELOPER, AND SHALL KEEP A COPY ON SITE AT ALL TAPES. FOR THE DURATION PROVISIONS. IF THE DATA SUBMITTED SHOWS THAT THE MATERIALS ARE SUBSTANTIALLY THE SAME OF CONTRACTOR'S OCCUPANCY OF THE SITE, CONTRACTOR 6 REQUIRED M COMPLY WITH THE AS WHEN THE DESIGN WAS PREPARED, THE DESIGN MAY BE UP TO THREE (3) YEARS OLD. THE PROVISIONS O SAID PLAN. CONTRACTOR SHALL BEAR ALL COSTS ASSOCIATED WITH THE ASPHALT CONCRETE MIX DESIGN. 22 STORM WATER POLLUTION PREVEMION & 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 CONTRACTOR SHALL OBTAIN A COPY O THE STOW WATER POLLUTION PREVEOXIN PLOD (SWPPP) CENTERUNE OF THE STREET, AND AT A MINIMUM DISTANCE OF ONE (1) FOOT FROM THE EXISTING EDGE OF PAVEMENT. FOR THIS PROJECT FROM THE DEVELOPER, AND SMALL KEEP A COPY ON SITE AT ALL TIMES FOR THE DURATION O CONTRACTOR'S OCCUPANCY O THE SITE, CONTRACTOR IS REQUIRED TO COMPLY 7. A PRIME COAT WILL NOT BE REQUIRED ON NON -PAVED AREAS TO BE SURFACED PRIOR TO THE PLACEMENT WITH THE PROVISIONS OF SAID PLAN. OF ASPHALT CONCRETE HOWEVER, ALL OTHER REQUIREMENTS OF SECTION 39-4.01, "SUBGRADE," OF THE STANDARD SPECIFICATIONS SHALL BE MET. 23 CONSTRICTION OPERATIONS SHALL BE ACTIVELY N PROGRESS ONLY BETWEEN THE HOURS O 8:30 A.M. - 4:00 P.M., MONDAY THROUGH FRIDAY, EXCEPT LEGAL HOLNAYS. WHERE CONSTRUCTION OPERATIONS ARE ACTIVELY IN PROGRESS, A MINIMUM OF ONE TRAFFIC LANE NOT LESS THAN TWELVE FEET N 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 PUBIUC TRAFFIC. PUBLIC TRAFFIC MAY BE PERMITTED TO USE THE SHOULDERS AND, IF HALF-WIDM CONSTRUCTION METHODS ARE USED, MAY ALSO BE PERMIRED TO USE THE SIDE OF THE ROADBED OPPOSITE TO THE ONE UNDER CONSTRUCTION. NO ADDITIONAL COMPENSATION WILL. BE ALLOWED FOR ANY SHAPING OF S14WLDERS NECESSARY FOR THE ACCOMMODATION OF PUBLIC TRAFFIC THEREON WRING PAYING 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 MARTIN CONSTRUCTION AREA SIGNS LIGHTS, FLARES, TEMPORARY RNUNG (TYPE K), BARRICADES, AND OVEN FACILITIES FOR THE SOLE CONVENIENCE AND DIRECTOR OF PUBLIC TRAFFIC ALSO, WHERE DIRECTED BY THE ENGINEER, RE CONTRACTOR SHALL FURNISH COMPETENT FLAGMEN WHOSE SOLE DUNES SHALL CONSIST OF DIRECTING THE MOVEMENT OF PUBLIC TRAFFIC THROUGH OR AROUND THE WORK. 24. REMOVE TRAFFIC STRIPES AND PAVEMENT MARKINGS TRAFFIC STRIPES AND PAVEMENT MARKINGS TO DE REMOVED WALL BE AS SHOWN ON PLANS AND AS DESIGNATED BY THE ENGINEER. TRAFFIC STRIPES AND PAVEMENT MARKINGS SHALL RE REMOVED TO THE FULLEST EXTENT POSSE FROM THE PAYMENT BY ANY METHOD THAT DOES NOT MAIERA LY DAMAGE THE SURFACE OR TEXTURE OF ITE PAVEMENT OR SURFACING WHERE BLAST CLEARING IS USED FOR THE REMOVAL O PAINTED TRAFFIC STRIPES AND PAVEMENT MARIONOS, THE AREA SHALL DE SHIELDED SO THAT NO MATERIAL FROM THE BLASTING OPERAIT N IS ALLOWED TO ENTER THE AREA THAT IS OPEN TO THE PUBLIC TRAFFIC SAND OR OTHER MATERIAL DEPOSIED ON THE PAVEMENT AS A RESULT O REMOVING TRAFFIC STRIPES AND MARKINGS SHALL IE REMOVED AS THE WORK PRORESSES. ACCUMULATIONS OF SAND OR OTHER MAIMAL WHICH MIGHT INTERFERE WITH DRAINAGE OR MIGHT CONSTITUTE A HAZARD TO TRAFFIC WILL NOT RE PERMITTED. BUST CIEANNG FOR REMOVAL OF TRAFFIC STRIPES SHALL BE FEATHERED OUT TO IRREGULAR AND VARYING WIDTHS PAYMENT MARKINGS SHALL BE MOVED BY BLAST CLEANING A RECTANGULAR AREA RATHER THAN JUST LETTERING OR MARKNGS, SO THE OD MESSAGE CANNOT BE IDENTIFIED. AFTER REMOVAL OF TRAFFIC STRIPES AND PAVEMENT MARKINGS, A FOG SEAL COAT SHALL BE APPLIED IN CONFORMANCE WIN THE PROVISIONS N SECTION 37, BITUMINOUS SEALS. OF THE STANDARD SPECIFICATIONS AND THE FOLLOWING: IN TRAFFIC STRIPE REMOVAL AREAS, THE FOG SEAL COAT STALL DE APPLIED OVER THE TRAFFIC STRIPE REMOVAL AREA AND TO IRREGULAR AND VARYING WIDTHS WIN AN AVERAGE WIDTH O 2 FEET ON EACH SIDE O THE BUST CLEANED TRAFFIC STRIPE REMOVAL AREA. IN PAVEMENT MARKING REMOVAL AREAS, THE FOG SEAL COAT STALL BE APPUED TO THE BUST CLEARED RECTANGULAR AREA FULL COMPENSATION FOR FURNISHING AND APPLYING FOG SEAL AS SPECIFIED HEREIN SHALL BE CONSDERED AS INCLUDED IN THE CONTRACT PRICE PAID PER SQUARE FOOT FOR REMOVAL OF TRAFFIC STRIPE AND PAVEMENT MARKING AND NO SEPARATE PATIENT WILL BE MADE THEREFORE, NOTHING IN MESE SPECIAL PROVISIONS SHALL RELEVE THE CONTRACTOR FROM HIS RESPONSIBILITIES AS PROVIDED IN SECTION 7-1.09, 'PUBUC SAFETY," O THE STANDARD SPECIFICATIONS. TRAFFIC STRIPES AND PAVEMENT MARKINGS. TRAFFIC STRIPES AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC AND SHALL CONFORM TO SECTION 84-2 "MERMOPL STC TRAFFIC STRIPES AND PAVEMENT MARI9NGS." O THE STANDARD SPECIFICATIONS PAVEMENT MARKERS PAYMENT MARKERS SMALL CONFORM TO SECTION 85 *PAVEMENT MARKERS" OF ME STANDARD SPECIFICATIONS IMMEDIATELY AFTER ANY CONSTRUCTION OPERATIONS WHERE TRAFFIC OEUNEATKN IS OBLITERATED OR WHEN DIRECTED BY THE ENGINEER, THE CONTRACTOR SHALL REPLACE ALL OBUTERARD PAVEMENT DEUNEATIO14 WM TEMPORARY DELINEATION DURING THE SAME WORK PERIOD, AND IN NO CAS: LATER MAN 7:30 A.M. FOIUDWNG SUCH WORK PERIOD. TEMPORARY DELINEATION CONSISTS OF REFLECTIVE TRAFFIC LINE TAPE APPLIED IN PIECES NOT USS MAN 4 NODES LONG NOR USS THAN 4 1NOES WDEM SPACED NO MORE THAN 20 FEET APART ON TANGENTS AND NO MORE MAN 10 FEET APART ON CURVE APPLY REFLECTIVE TRAFFIC UNE TAPE IN ACCORDANCE WM THE MANUFACTURER'S INSTRUCTIONS TEMPORARY DEIJNATION MUST BE THE SAME COLOR AS ME PERMANENT DELLUNEATON. REMOVE TEMPORARY DELINEATION APPUED TO ASPHALT CONCRETE PATCHES IMMEDIATELY PRIOR TO APPLYING ASPHALTIC EMULSION TACKCOAT FOR ASPHALT CONCRETE OVERLAY. TRAFFIC STRIPES AND PAVEMENT MARKINGS SHALL CONFORM M SECTION 84, "TRAFFIC STRIPES k PAVEMENT MARKNGV O ME STANDARD SPECIFICATIONS MIO MES: SPECIAL PROVISIONS TRAFFIC STRIPES AND PAVEMENT MAR19NGS SHALL BE THERMOPLASTIC AND SHALL CONFORM M SECTION 84-2, "THERMOPLASTIC TRAFFIC STRIPES AND PAVEMENT MAWONGS". PAVEMENT MARKERS SHALL CONFORM TO SECTION 85 *PAVEMENT MARIGERS," AND THESE SPECIAL PROVISIONS:- PAVEMENT ROVISIONSPAVEMENT MARKERS SHALL BE PLACED MATH RAPID SET EPDXY PER SECTION 95-2.04 O THE STANDARD SPEOFIGTIONS. & THE AREA TO WHICH PAINT BINDER HAS BEEN APPUED 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. 9. PAVING SEAMS SHALL BE LOCATED TO MATCH DESIGNED TRAFFIC LANE STRIPE LOCATIONS UNLESS OTHERWISE PERMITTED BY THE CITY ENGINEER. 10. INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE CITY ENGINEER. ADDITIONAL 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 TO FORM SMOOTH, TAPERED CONNECTIONS. 11. 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 OTHER APPROVED BOND BREAKER. MAY BE PLACED CONFORMS TO FACILTATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. 12 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, SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE TO PUBLIC 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. 13. ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM 92 PERCENT OF THE MAXIMUM THEORETICAL DENSITY AS DETERMINED BY ASTM D-2041. IN-PLACE DENSITY SHALL BE DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 375. 14. 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 BONG 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 RE 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 MATERIA. THAT MEETS THE IN-PLACE DENSITY REQUIREMENTS. 15. IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE RELATIVE COMPACTION IS EITHER HER LESS THAN 90% OR MORE THAN 96%. THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT DOES MEET THE IN -PUCE DENSITY REQUIREMENT. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. 16, THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL BE DETERMINED BY: A A PROPERLY CALIBRATED NUCLEAR ASPHALT TESTING DEVICE IN THE FIELD, OR B. ASTM D1188 WHEN SLABS OR CORES ARE TAKEN FOR LABORATORY TESTING. LNC STEARATE MAY BE SUBSTITUTED WITH PARAFFIN. C. IN CASE OF DISPUTE, METHOD B ABOVE SHALL BE USED. 17. IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED SURFACE TOLERANCES, IT SHALL BE BROUGHT WITHIN TOLERANCE BY EITHER: A ABRASIVE GRINDING WITH EQUIPMENT UTILIZING DIAMOND BLADES, B. REMOVAL AND REPLACEMENT, OR C. PLACEMENT OF AN ASPHALT CONCRETE OVERLAY. 1& IF ABRASIVE GRINDING IS USED TO BRING THE FINISHED SURFACE TO SPECIFIED SURFACE TOLERANCES. ADDITIONAL GRINDING SHALL BE PERFORMED, AS NECESSARY, TO ENLARGE THE GRINDING AREA SO THAT THE LONGITUDINAL LIMITS OF GRINDING ARE AT A CONSTANT OFFSET FROM, AND ARE PARALLEL TO, THE NEAREST LANE UNE 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 APPLIED TO ALL FINISHED ASPHALT SURFACES AT THE DEVELOPER'S EXPENSE. THE FOG SEAL COAT SHALL BE OTHER REJUVENATING AGENT OR ASPHALTIC EMULSION AS DIRECTED BY THE CITY ENGINEER. 19. ARTERIAL AND COLLECTOR STREET BASE MATERIAL SHALL BE CRUSHED AGGREGATE BASE (CAB) CONFORMING TO SECTION 200-2.2 OF THE "GREENBOOK". BASE MATERIAL FOR LOCAL STREETS SHALL BE CAB OR FINE GRADATION CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200-2.4 OF THE "GREENBOOK"........ WHICH ALLOWS UP TO 50% OF THE VOLUME TO BE RECLAIMED ASPHALT CONCRETE PORTLAND CEMENT CONCRETE, LEAN CONCRETE BASE. CEMENT TREATED BASE OR A COMBINATION OF THESE MATERIALS. OTHER RECYCLED BASES SHALL TO BE ALLOWED. AGGREGATE BASE SHALL BE COMPACTED TO A MINIMUM OF 95X OF MAXIMUM DRY DENSITY. 20. IMMEDIATELY PRIOR TO PLACING SUBSEQUENT LAYERS OF MATERIAL THERON. THE GRADING PLANE SHALL CONFORM THE FOLLOWING: A WHEN ASPHALT CONCRETE OR ASPHALT CONCRETE BASE IS TO BE PLACE ON THE GRADING PLANE, THE GRADING PLANE AT ANY PONT SHALL NOT VARY MORE THAN 0.04 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. D. WHEN THE SUBBASE OR BASE MATERIAL (OTHER THAN ASPHALT CONCRETE BASE) IS TO BE PLACE ON THE GRADING PLANE, THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.04 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. TRENCHING NOTES: i. TRENCH EXCAVATION THE EXCAVATION OF TRENCHES FOR PIPING LAID IN THE GROUND SHALL BE IN OPEN -CUT FROM THE SURFACE OF THE GROUND EXCEPT WHERE BORING IS REWIRED. THE TRENCHES SHALL BE OF WIDTH AS SHOWN ON STANDARD 5-39 AND DETAILED SECTIONS ON THE PLANS FOR PROPER PIPE INSTALLATION. THE HOLES FOR BELLS AND FITTINGS SHALL BE EXCAVATED BY HAND, TO A MOTH 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 UTIUTY CONDUIT INSTALLATIONS SHALL MEET CITY STANDARD 5-39. TRENCH LINES 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 STALL BE SUFFICIENT CAUSE FOR THE STATE DIVISOR TO IMMEDIATELY SUSPEND ALL WORK. COMPENSATION FOR LOSSES INCURRED BY THE CONTRACTOR BY SUCH AN EMERGENCY SUSPENSION SHALL NOT BE ALLOWED. DURING BACKFIWNG, THE BOTTOM OF THE SHORING SHALL BE KEPT ABOVE THE LEVET. OF THE BACKFILL AT ALL TIMES. 3 4. OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND WRING THE EXCAVATION OF TRENCHES NECESSARY FOR THE CONSTRUCTION OF THE PROJECT. IF SUCH PLAN VARIES FROM THE SHORING SYSTEM STANDARD ESTASUSHED 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 REWIRED BY THE CONSTRUCTION SAFETY ORDERS IS PROHIBITED ON THIS PROJECT. TRENCHES SHALL NOT BE LEFT OPEN FARTHER THAN THREE HUNDRED (300) FEET N 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 APPUCABLE SECTIONS OF THE STANDARD SPECIFICATIONS, DATED ,ILLY, 1992. BEDDING CLASS SHALL BE AS SPECIFIED IN THE PIPE OPTIONS. STORM DRAW AND UTILITY CONDUIT INSTALLATIONS SHALL BE IN ACCORDANCE WITH CITY STANDARD S-39, EXCEPT THAT COMPACTION SHALL BE NO LESS THAN NINETY PERCENT (90X) 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, W EACH SIDE OF THE PIPE, IN SUCH A MANNER AS NOT TO DAMAGE OR DISTURB THE PIPE OR ITS ALIGNMENT AND (RADE 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 WELL BE ALLOWED. IMPORTED BEDDING AND BACKFILL MATERIAL SHALL DE 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 SPRINGUNF. CONTRACTOR SHALL PROVIDE "FIRM BEDDING" SUPPORT FOR THE PIPE BELOW THE SPRINOUNE. FIRM BEDDING MEANS THAT THE PIPE MUST REST ON THE GRANULAR MATERIAL SPECIFIED PREVIOUSLY IN THE SPECIFICATIONS. BELL OR COUPLING HOLES SHALL BE CAREFULLY EXCAVATED AT PROPER INTERVALS, SO THAT NO PART OF THE LOAD IS SUPPORTED BY THE BELLS OR COUPLINGS. DURING BEDDING AND BACKFTWNG, CONSOJDATION OF MATERIAL AROUND AND UNDER BELLS AND COUPLINGS SHALL BE AVOIDED. CONTRACTOR SHALL SHOVEL-SUCE OR HAND TAMP BEDDING IN THE HAUNCH AREAS, AS THIS WILL MINIMIZE VOIDS BENEATH THE PIPE AND IN 114E HAUNCH AREAS. SHOVEL-SUCING OR HAND TAMPING SHALL BE DONE BEFORE THE BEDDING IS BROUGHT UP TO THE QUARTER PONT OF THE PIPE. INITIAL 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 CONSWOATION, THE FINAL DEPTH SHALL BE AT LEAST TO THE ELEVATION SHOWN W THE PLANS. THE MATERIAL SHALL BE CONSOLIDATED 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 RACKFULL. ABOVE THE LEVEL OF INITIAL BACKFILL, THE TRENCH MAY BE BACKFILLED WITH NAIVE 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 ROVING, 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 BONG THOROUGHLY COMPACTED BY TAMPING AND/OR ROVING BEFORE SUCCEEDING LAYERS ARE PLACED. COMPACTION OF SUBSEQUENT BACKFBL WITHIN TWO AND ONE-HALF (2-1/2) FEET OF FINISHED PERMANENT SURFACING (RADE SMALL BE ACCOMPLISHED BY TAMPING AND/OR ROLLING AS SPECIFIED ABOVE WHERE TIE 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 ROVING 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 REOLAREMENTS BEFORE THE NEXT LAYER IS PLACED. EACH LAYER OF BACKFILL SHALL BE THOROUGHLY COMPACTED TO THE RELATIVE COMPACTION OF NOT LESS THAN IS SHOWN ON CITY OF BAKERSFIELD STANDARD 5-39 AS MODIFIED ON THE CONTRACT PLANS, EXCEPT THAT COMPACTION WITHIN THE ROADWAY STRUCTURAL SECTION SHALL BE NO LESS THAN NINETY PERCENT (90%) RELATIVE COMPACTION FOR THE TOP FINISHED 30", AND SHALL BE DETERMINED BY CALIFORNIA TEST METHODS 216 OR 231, OR ASTM (CURRENT EDITION) DISS7 AND ONE OF THE FOLLOWING D2922 OR D1556. IF THE RELATIVE COMPACTION, AS DETERMINED BY TESTING, FAILS TO MEET THE SPECIFIED PERCENTAGE, THE TRENCH SHALL BE RE -EXCAVATED AND RE -COMPACTED. COMPACTION VEST'S WILL BE THE SUBDIVIDERS RESPONSIBILITY. THE NUMBER AND LOCATIONS OF THE TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. MANHOLES SHALL BE TWE "A" FOR PIPES UNDER 48" IN DIAMETER AND TWE "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 DED OR SET ON KENT -SEAL IN A GROOVED FOUNDATION. STORM DRAIN NOTES: W 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 W THE PLANS ORAN 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. HANDLING 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. HAUUNG UNLOADING, HANDLING AND PLACING OF MATERIALS, SPECIAL CARE SHALL BE EXERCISED SO THAT PREFORMED RESILIENT JOINTS ON PIPE AND FITTINGS WILL NOT BE DAMAGED. ANY PIPE OR FITTING WITH A JOINT DAMAGED OR FLATTENED WILL CAUSE THAT PIPE OR FITTING TO BE REJECTED. PIPE LAYING. NO PIPE SHALL BE LAD 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 DRAM OR AS DIRECTED BY THE ENGINEER. PIPE LAYING SHALL PROCEED WITH EACH PIECE WD TRUE TO LINE AND GRADE AND IN SUCH A MANNER AS TO FORM A CLOSE CONCENTRIC JOINT DEBRIS OF EVERY DESCRIPTION. PIPE SHALL NOT BE WD 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 BELLED END PIPE BELL HOES SHALL THEN BE EXCAVATED AT EACH JOINT TO FACILITATE THE JOINT OPERATIONS, AND SHALL BE ONLY OF SUFFICIENT SIZE FOR THAT PURPOSE. IN ODER 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 BONG FLUSHED INTO AN EXISTING STORM DRAIN UNE. 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 WIRICH ARE DAMAGED OR INCORRECTLY OUT. 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/JACKJNG OPERATIONS SHALL BE FURNISHED AT THE CONTRACTOR'S EXPENSE THE CONTRACTOR SHALL SUBMIT TO THE ENGNEER FOR APPROVAL ALL PLANS OF BORING/JACKING OPERATIONS PRIOR TO BORING OR JACKING. BORING/JACKING OPERATIONS SHALL BE CONDUCTED IN A SAFE AND EFFICIENT MANNER, CONSISTENT WITH CURRENT ACCEPTED PROCEDURES. WATER BORING SHALL NOT BE PERMITTED. THE CASING PIPE SHALL BE JACKED WITH SUCH PRECISION THAT WILL ALLOW THE REPLACEMENT OF THE PIPELINE TO THE LINE AND GRADE AS INDICATED ON THE PLANS. UPON COMPLETION OF THE INSTALLATION OF THE CASING AND INSTALLATION OF THE PIPEUNE TO GRADE. THE VOD 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 RESPONSBWTY TO MAINTAIN A SAFE OPERATION AT ALL TIMES. SHOULD THE TUNNEL HEADING OPERATIONS RESULT IN DANGEROUS OR UNREASONABLE SLOUGHING OF MATERIAL WHICH MAY JEOPARDIZE THE SAFETY OF WORKERS OR THE STABILITY OF THE SOIL AND ROADWAY ABOVE, THE CONTRACTOR SHALL FURNISH AND INSTALL BREASTBOARDING AND/OR FACE CLOSURE WITH SUFFICIENT JACKS TO INHIBIT THE SLOUGHING AND/OR CLOSING THE WORK FACE. THE CONTRACTOR, BEFORE RESUMING WORK, SHALL FURNISH THE ENGINEER WITH A DETAILED PLAN OF PRECEDING WITH THE WORK, FOR HIS RENEW AND APPROVAL ANY AND ALL EXPENSES THEREFORE WILL BE CONSIDERED AS INCLUDED IN THE BID PRICE AND NO ADDITIONAL COMPENSATION WILL BE MADE THEREFORE. A1t!fI:DI:TF9CRLitII:T� 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 PROVISONS. 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-47& EACH SUCCESSIVE MANHOLE SECTION SHALL BE SET ON A BED OF PORTLAND CEMENT GROUT OR "KENT SEAL" TO MAKE A WATERTIGHT JOINT, STALL 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 (RADE AT THE LOCATIONS SHOWN W THE PLANS, IN ACCORDANCE WITH THESE SPECIAL PROVISIONS, AND CITY STANDARD 5-29. THE SURFACE OF THE CONCRETE SHALL BE PROTECTED FROM PUBLIC TRAFFIC FOR A MINIMUM OF THREE DAYS. AT THE OPTION OF THE CONTRACTOR, MINOR CONCRETE CONTAINING A MINIMUM OF SEVEN SACKS OF CEMENT PER CUBIC YARD MAY BE USED AND THE TIME REQUIRED FOR PROTECTION OF THE CONCRETE SURFACE FROM PUBI1C 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 RE POSTED PRIOR TO ISSUANCE OF THE PERMIT. 4�,-0?'yt CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA Ci 3100' 54.96' 35.00' 90'00'00' C2 20.00' 31.42' 20.00' 90WOD" C3 20.00' 33.23' 21.90' 9511'40" C4 500.00 64.42' 3226' 722'5Y R/W f m m adtXJ YtlLL a aJ Y Y � / "- -- 1 1 m 1 `'&' < HwY< I^IJ.'O"' �`�XJ W nJna�YQJ J aft ciao -w _i I G om wmFUWi IN -Jp� 3 N6 mFW M� TT P H IA S r 3 N _ r ry 1 c°4J 46 cSEi �.-'� yJ + <^ii + JS ai a'n OL^ > 10 a3 Sdnf < n 1 I 45 1 �� i2 4 5 J"6 meww m_ U 1 m 1 Sm i` �w 1 m / i < i - i< c;a i 7 tis I f QQ SS g9 1 J LL J J �(1 I JI 1 Sri ` uFFJJ oN A'- `r JJ,'LJ< 1 < m39 nln, pId. ' ^/ tIl } I UU !'� <m".'i 0. \ I ,$ <Um d .I -j t'J Oj I_i 0V1 L ,� 1 0 I ^ )IPkri '�. 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SEE SHEET 4 SEE SHEET 4 SEE SHEET 5 SEE SHEET 5 w BALMORHEA STREET ALL PHASES TO BE m CONSTRUCTED SIMULTANEOUSLY (STA. 10+00.00 TO 18+10.02) SCALE: 1" = 50' HORIZONTAL R/W �Al LOCAL STREET SECTION 3 SCALE: J'=107 HORIZONTAL 1 q5' VERW& TI = 4.5 R=20 368 364 360 356 352 348 344 340 336 332 368 364 360 356 352 348 344 340 336 2 LEGEND: OSS _GU y FURNISH h INSTALL TRAFFIC ABBREVIATIONS Rt -17 FL FLOWNE POVC PONT ON VERACIAL CURVE CL CENTFRIIE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC IID VERTICAL CURVE BCR BEGN CURB RETURN PI PONT OF INTERSECTION ECR END CURB RENIN PRC POINT O FEVflRSE CURVATURE BC BEGIN CURVE PCC POINT O COMPOUND CURVATURE PIVC PONT OF INTERSECTION TC TOP OF CURB -00 O VERTICAL CURVE TP TOP OF PAVEMENT SOMH STORM DRAIN MANHOLE FC FINISH CONCRETE INV INVERT RCP REINFORCED CONCRETE PIPE G.B. GRADE BREAK RGJ RUBBER GASElED JOINT ® FURNISH k INSTALL SONY MONUMENT PER C.OJL STD. ST -13 _. EMSTING SURVEY MONUMENT FURNISH 4 INSTALL INTERCONNECT CONDUIT + FURNISH h INSTALL STREET SIG14 PER C.OB. STD. T-1. + FURNISH 8 INSTALL METRO STREET SIGN PER COB STD. T-1. -o- FURNISH h INSTALL STREET UGHT-5800 LUMEN PER COB. SID. SF -14. -a- FURNISH h INSTALL STREET UG HT -9500 LUMEN PER C.O.B. SD. ST -T 4. 368 364 360 356 352 348 344 340 336 332 368 364 360 356 352 348 344 340 336 2 11+00 12+00 13+00 14+00 15+00 �,„ S 16+00 (STA. 10+00.00 TO 18+27.27) SCALE: 1" = 50' HORIZONTAL SCALE: 1 = 10' VERTICAL 17+00s u &e�s a 18+00 19+00 L n 368 364 360 356 352 348 344 340 336 _ 12 OSS _GU y FURNISH h INSTALL TRAFFIC SIGNS PER C.O.B. SID. T-19: Rt -17 - SNIP "WI -Y - 00UBIE ARROW I I o "WI -6" - SINGLE ARROW 0115-1" - DO NOT ENTER "WI -t7 - CURVE ARROW 7R26(CA)7 - NO PAIONG '003-3" - SIGNAL AHEAD ' - FIGHT TURN ONLY '003-1" - STOP AHEAD 7R4-7" - KEEP FIGHT '55-27 - END SCHOOL ZONE "R81(CA" � 754-27 - WNEN CHILDREN ARE PRESENT 'W31(CA)7 -00 754-37 - SCHOOL 700744-77 - DEAD END 7R2-17 - SP® WIT 20 Uri - NO CURET CONSTRUCT 12' WDE CROSS GUTTER PER C.O.B. STD. ST -17. COMPACT SIBGRADE TO 95% OF MAX TO 12* BEYOND GUTTER UP TO A DEPTH OF 12". s TL LL CATCHS ALL BASINS TO TYPE "A7 00TH 3.5 OPENINGS PER GLOB. STD. 0-14, BE FURNISH 8 INSTALL TRAFFIC 96NAL OONDUIF IR FURNISH 8 INSIAJ. IRRIGATION CONDUIT Ic (CAT STALL W-31SIGN WITH 014-3 MARKER AT PHASE BOUNDARY FURNISH 4 INSTALL INTERCONNECT CONDUIT FINNISH h INSTAL SPLICE BOX FOR INTERCONNECT 7113=110. 3 1/2 SIZE TR5-NQ 5 SIZE TR6=110. 6 SIZE REMOVE AND SALVAGE SIGN WIN CONSRUCTION OF ADJACENT PHASE Oj CURVE NUMBER FOR CLAVE DESCRIPTION AGS CURB r OTAPER NUMBER FOR TAPER DESCRIPTION AMONG CURB rf—t O ITEM OF WORN - SEE SCHEDULE LL� t CONSTRUCT 8' CONBINADON 90EWALR PER C.O.B. 510. SF -3. -� 'i _ I i s I cit gw__� c�5n I SING GROUNDQ20X-__��.� �- ..--- $ =a . i --+_i S S — -4- -43=1 .� - f- m _ -...N n Nil M < -_. -�- J.p _ i.s FWUNE -I GO m d _ f L -t a 11+00 12+00 13+00 14+00 15+00 �,„ S 16+00 (STA. 10+00.00 TO 18+27.27) SCALE: 1" = 50' HORIZONTAL SCALE: 1 = 10' VERTICAL 17+00s u &e�s a 18+00 19+00 L n 368 364 360 356 352 348 344 340 336 _ 12 OSS _GU y FURNISH h INSTALL TRAFFIC SIGNS PER C.O.B. SID. T-19: Rt -17 - SNIP "WI -Y - 00UBIE ARROW I I o "WI -6" - SINGLE ARROW 0115-1" - DO NOT ENTER "WI -t7 - CURVE ARROW 7R26(CA)7 - NO PAIONG '003-3" - SIGNAL AHEAD ' - FIGHT TURN ONLY '003-1" - STOP AHEAD 7R4-7" - KEEP FIGHT '55-27 - END SCHOOL ZONE "R81(CA" � 754-27 - WNEN CHILDREN ARE PRESENT 'W31(CA)7 -00 754-37 - SCHOOL 700744-77 - DEAD END 7R2-17 - SP® WIT 20 Uri - NO CURET CONSTRUCT 12' WDE CROSS GUTTER PER C.O.B. STD. ST -17. COMPACT SIBGRADE TO 95% OF MAX TO 12* BEYOND GUTTER UP TO A DEPTH OF 12". s TL LL CATCHS ALL BASINS TO TYPE "A7 00TH 3.5 OPENINGS PER GLOB. STD. 0-14, BE FURNISH 8 INSTALL TRAFFIC 96NAL OONDUIF IR FURNISH 8 INSIAJ. IRRIGATION CONDUIT Ic (CAT STALL W-31SIGN WITH 014-3 MARKER AT PHASE BOUNDARY FURNISH 4 INSTALL INTERCONNECT CONDUIT FINNISH h INSTAL SPLICE BOX FOR INTERCONNECT 7113=110. 3 1/2 SIZE TR5-NQ 5 SIZE TR6=110. 6 SIZE REMOVE AND SALVAGE SIGN WIN CONSRUCTION OF ADJACENT PHASE Oj CURVE NUMBER FOR CLAVE DESCRIPTION AGS CURB 42 OTAPER NUMBER FOR TAPER DESCRIPTION AMONG CURB O ITEM OF WORN - SEE SCHEDULE t CONSTRUCT 8' CONBINADON 90EWALR PER C.O.B. 510. SF -3. _ _ I i s I I ..--- $ =a . S S — GO a � _ � CIEA FC61BlN� I-- •�•"w I�'i __- °i u'i,_.__-r _ - 1 ~ OW TNF I A .._L� .<..�_._..N T- q �_ . _ � �- ..a _ NORMAL L. 34 1 __ I ���-� `� _. _ < d d -DEP__-...._ i.LTQEV.=3!3.66-II 1 - �ml111 ..._r....._. _ _ ... r �..._.- t. ~_ T c�i < a a o a a a _— _ ..1=. -- _. _. =_� _ a•.x 3SxS m SA Fsa I 17+(1 11+(1(1 0 13+(11114+00 15+00 16+00 U W=8 z'8' 17+00 18+00 19+00 (STA. 10+00.00 TO 18+10.02) SCALE: 1" = 50' y FURNISH h INSTALL TRAFFIC SIGNS PER C.O.B. SID. T-19: Rt -17 - SNIP "WI -Y - 00UBIE ARROW R6-1" - ONE WAY "WI -6" - SINGLE ARROW 0115-1" - DO NOT ENTER "WI -t7 - CURVE ARROW 7R26(CA)7 - NO PAIONG '003-3" - SIGNAL AHEAD it1-511" - FIGHT TURN ONLY '003-1" - STOP AHEAD 7R4-7" - KEEP FIGHT '55-27 - END SCHOOL ZONE "R81(CA" - BIKE LANE 754-27 - WNEN CHILDREN ARE PRESENT 'W31(CA)7 -00 754-37 - SCHOOL 700744-77 - DEAD END 7R2-17 - SP® WIT 20 "WI4-21 - NO CURET CONSTRUCT 12' WDE CROSS GUTTER PER C.O.B. STD. ST -17. COMPACT SIBGRADE TO 95% OF MAX TO 12* BEYOND GUTTER UP TO A DEPTH OF 12". s TL LL CATCHS ALL BASINS TO TYPE "A7 00TH 3.5 OPENINGS PER GLOB. STD. 0-14, BE FURNISH 8 INSTALL TRAFFIC 96NAL OONDUIF IR FURNISH 8 INSIAJ. IRRIGATION CONDUIT Ic (CAT STALL W-31SIGN WITH 014-3 MARKER AT PHASE BOUNDARY FURNISH 4 INSTALL INTERCONNECT CONDUIT FINNISH h INSTAL SPLICE BOX FOR INTERCONNECT 7113=110. 3 1/2 SIZE TR5-NQ 5 SIZE TR6=110. 6 SIZE REMOVE AND SALVAGE SIGN WIN CONSRUCTION OF ADJACENT PHASE Oj CURVE NUMBER FOR CLAVE DESCRIPTION AGS CURB 42 OTAPER NUMBER FOR TAPER DESCRIPTION AMONG CURB O ITEM OF WORN - SEE SCHEDULE (STA. 10+00.00 TO 18+10.02) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 10' VERTICAL 2 TOP OF MANHOE/NP OF CLEANOUT ELEVATION --- D STORM DRAIN UNE ® SE SEWER AND STORM BRAN PLANS, STORM DRAIN MANHOLE SEE SEWER AND STORM DRAM PLANS, CATCH BASIN — s SANITARY SES LINE O SEE SEWER AND STORM DRAIN PLANS SEVER MANHOLE C SEE SEER AND STORY DRAIN PLANS, SEWIR CEANOUT CONS... DRIVEWAYGS W NOTED' , _-.., PER OBT48! ST�4. (INLESSF OTHERWI STOPHASE ® BOUNDARY TRACT BOUNDARY - - PROPOSED EDGE OF PAVEMENT SECTION DESIGNADO& CBM LETTER PTH-02ALKYD. A ------- SECTI110N LINE CONSTRUCT 12' WDE CROSS GUTTER PER C.O.B. STD. ST -17. COMPACT SIBGRADE TO 95% OF MAX TO 12* BEYOND GUTTER UP TO A DEPTH OF 12". SLEET SCION IS LOCARED 368 364 360 356 352 348 344 340 336 CONSTRUCTION NOTES: NOTES: O CONSTRUCT TYPE 78" CURB 3 GUTTER PER 1.0.6. SND. ST -t. 1. SE SEWER AND SM DRAW PLANS FOR SEWER AND DRAIN PIANS AND BUMS. O CONSTRUCT 5' COMBINATION SIDEWALK PER C.O.B. SRN. ST -3. 2 LOCAL STREETS - PAVEMENT TO BE Q21T TYPE 787 ALL OVER 0.75' AGGREGATE BASE OVER MY COMPACTED 0.0. TO BE COMPACTED TO 95% RELATIVE OENSITY O CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL PER C.O.B. STD. ST -9. UNIT STANDARD PLAN R.S.P. A88A-CASE A. I MOUNTAIN VISTA DIVE - PAVDIMT TO BE 0.33' TYPE "B7 AQ OVER 0.46' AGGREGATE ® PANT 12" LIMIT INE USING THERMO'LASOC PANT PER CALTRANS BAS OVER 121' COMPACTED 0.0. TO BE COMPACTED TO M RELATIVE DENSITY STANDARD SPECIFICATION PTH-02ALKYD. PER COB. STD. ST -9. O CONSTRUCT 12' WDE CROSS GUTTER PER C.O.B. STD. ST -17. COMPACT SIBGRADE TO 95% OF MAX TO 12* BEYOND GUTTER UP TO A DEPTH OF 12". 4. TL LL CATCHS ALL BASINS TO TYPE "A7 00TH 3.5 OPENINGS PER GLOB. STD. 0-14, BE ESS NOTED OTHERWISE ©IN (CAT STALL W-31SIGN WITH 014-3 MARKER AT PHASE BOUNDARY O TRACT F CENT PHASE IS NOT CONSTRUCTED SIMULTANEOUSLY REMOVE AND SALVAGE SIGN WIN CONSRUCTION OF ADJACENT PHASE 42 INSTALL END -OF -STREET STANDARD TYPE IM BARRICADE PER CALTRANS A73C SEE DETAIL ON SHL 7 ® CONSTRUCT 8' CONBINADON 90EWALR PER C.O.B. 510. SF -3. — IfW! v SCALE: 1"=50' 25 a 50 100 1 50 125 368 364 360 356 352 348 344 340 336 332 46 i it O I i GRADE BREAK STA 11+06.L 20.00LT. - 11 STA. 8+75.722 F.L. ARIVEWAY L 11 8kbi R8 " 45 DRIVEWAY 11 TA .L 924 .9Z 11 IN STA 10+00.00 CL FORT SANDERS AYE _ STA 10_+0000 CL BN.MORHEA ST. 94 69,p3 ---STA9+6S8Y, F.L 368 364 360 356 352 348 344 340 336 332 LMORHEA ST.' t EBALMOF EE SHEET 3 w n , o O� O O R�39 I 40 I 41 baa:10 11 � i I sail , WI LLI is my 1 ! J I A 3 r "f. N At�W- N - 1 N __ 2 I - _pp .. __�Al 1 M --��-S 891Y10'E 219.78' u- ---{- o -+__._13+00 -p- a a -- C2 J] ., RAIN .,2 41C n m f'p .1 N IryN m n3, M11: 1 _J1 JAI P - I Q z iu + + JLL I> X44 1 8043 - 42 F m 9 8 m$4o �di3 f` mmo 1t' I $ 0r� FORT SANDERS AVENUE (STA. 10+00.00 TO 12+19.78) ALL PHASES TO BE SCALE: 1" = 50' HORIZONTAL CONSTRUCTED SIMULTANEOUSLY -�- -� -_ - -�-- 368 iwN •• t- Ir .._t- •- -___ n . 364 N 360 I 4 w F'- 356 352 �CRO IN 348 SMOGS 344 PROPOSED E 340 a a FUDR FLOW u 1 336 --' - -�- --��� 332 10+00 11+00 12+00 13+00 (STA. 10+00.00 TO 12+19.78) SCALE: i" = 50' HORIZONTAL SCALE: 1" = 10' VERTICAL r- LEGEND: ABBREVIATIONS CURVE FL ROVAUNE Pi POINT GN VERTICAL CURVE CL fVER BEGIN VERTICAL CURVE EI -EV ELEVATION EVC END VERTICAL CURVE OCR BEGIN CURB RETURN P1 PONT OF INTERSECTION ECR n t PONT OF REVERSE CURVATURE SC BEGIN CURVE PCC PONT OF COMPOUND CURVATURE PIVC PONT O INTERSECTION TC TOP O CURB -BINE LANE OF VERTICAL CURVE TP TOP O PAVEMENT SDMH STORM DRAIN MANHOLE FC FINISH CONCRETE INV INVERT RCP REINFORCED CONCRETE FIPE G.B. GRADE BREAK RGJ RUBBER GASIQTED JOINT Q FURNISH & INSTALL SURVEY MONUMENT PER CDR. 570. ST -11 N DOSTING SURVEY MONUMENT > -+- FURNISH @ INSTAL STREET SIGN PER CCB. SID. T-1. + FURNSH & INSTALL METRO STREET SOI PER C.O.B. SD. T -i. -o- FLEMISH 8 INSTALL STREET UC,T-5800 ' _.. W_" a FURNISH a INSTAL STREET UG HT -9500 LEARN PER CQB. SID. ST -14. 1 3 J OTAPER _ 3�y ® + < + x W U O 1 1 1 N w 113 > 114 F I 15 116 ------ 1 o� 17 «) 9- 180 119 I 200 121 I 220 fig- . I _ - 03 TIN d 1 0.3302[1 I - T N Y N-�- 1 S -4.25% __- �-1- s ' , I n' ' - j I 25 __-•; $w Ii r _.� JI WI W- ) 1� m -I Ji 1 _ - r -- - - 1 _ - -'� wl 1 _ JI I -+ Jj .1 si " of gl gi 8� 9+00 10+00 3„11 o 11+00 (STA. 10+00.00 TO 12+38.06) SCALE: 1" = 50' HORIZONTAL SCALE: i' = 10' VERTICAL 12+00 13+00 368 364 360 356 352 348 344 340 336 332 N u 368 364 360 356 352 348 SM M344 340 336 332 ST. 3 LEGEND: ABBREVIATIONS -- p FL ROVAUNE Pi POINT GN VERTICAL CURVE CL CENTERLINE SVC BEGIN VERTICAL CURVE EI -EV ELEVATION EVC END VERTICAL CURVE OCR BEGIN CURB RETURN P1 PONT OF INTERSECTION ECR DD OLID RIM PRC PONT OF REVERSE CURVATURE SC BEGIN CURVE PCC PONT OF COMPOUND CURVATURE PIVC PONT O INTERSECTION TC TOP O CURB -BINE LANE OF VERTICAL CURVE TP TOP O PAVEMENT SDMH STORM DRAIN MANHOLE FC FINISH CONCRETE INV INVERT RCP REINFORCED CONCRETE FIPE G.B. GRADE BREAK RGJ RUBBER GASIQTED JOINT Q FURNISH & INSTALL SURVEY MONUMENT PER CDR. 570. ST -11 N DOSTING SURVEY MONUMENT > -+- FURNISH @ INSTAL STREET SIGN PER CCB. SID. T-1. + FURNSH & INSTALL METRO STREET SOI PER C.O.B. SD. T -i. -o- FLEMISH 8 INSTALL STREET UC,T-5800 LUMEN PER COR. SID. SF -14. a FURNISH a INSTAL STREET UG HT -9500 LEARN PER CQB. SID. ST -14. 12+00 13+00 368 364 360 356 352 348 344 340 336 332 N u 368 364 360 356 352 348 SM M344 340 336 332 ST. 3 COOPER LAKE AVENUE (STA. 10+00.00 TO 18+15.00) SCALE: i" = 50' HORIZONTAL 2 ALL PHASES TO BE CONSTRUCTED SIMULTANEOUSLY TOP OF MANHOE%1011 OF CLEANOUT ELEVATION -- p .y FURNISH t INSTALL TRAFFIC SIGNS PER COR. SID. T-1?. . - STOP 'W -Y - DOME ARROW 0IIB-1' - ONE WAY f -1 -._.-.SI ___ _'-`__-1-.�.-._-'_ _ - DO NOT ENTER _"�...-.".' ,-..� .. J .'.""� r6. R3-511' T.____._'` .____._i .L..__ i �---� � h _-.-•fN ___. I '13-1' - STOP AHEAD R4 -T ;:- � 'S5-27 - END SCHOOL ZONE �z -BINE LANE 'S4-2' -'WREN CHLORIDE ARE PRESENT __I_- - 00 'S4-3' - SCHOOL '11I4 -i' - DEAD END R2-1' - SPEED UNIT 20 2t1 - NO OUTLET TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED SIMULTANEOUSLY REMOVE AND SALVAGE SIGN WITH CONSRUCTION OF ADJACENT PHASE � - ' � FURNISH Q INSTALL TRAFFIC SIGNAL CONDUIT N 3 > n N 3 -MI < Ma��x 2[ F 81 ; 1,»6, I I•.",e.. -. 1 3 J OTAPER < 3�y ® + < + x W U O 1 1 1 N w+ ....- --_. -- 113 < H 114 . _ . I 15 116 ------ 1 g 17 «) 9- 180 119 I 200 121 I 220 I x'23 - I 240 10:25 a-24 0.3302[1 4:2 N Y N-�- __- �-1- -�--ter ' , I n' ' i> +"-�- - j I 25 __-•; $w Ii r _.� JI WI k WI gi Ji 1 � - r -- - rld ILJ. Ig -'� wl 1 _ JI I -+ Jj .1 si " of gl gi 8� gi rt gl M g _ ^1,1 s �) r +I m 1 Im / R n,,, 1 (nj mji (�` N M. x.14+00 S D - F- 17+DO - + - _ --I a _ `8 12+00 _ - _ _ f_ _I- 13+00 5 8912'10" E _ .}_ _ -y- 81500' _ - FV ----+- 15+00 16+00 17+00 18-�_"-_'I__ 100 C4 8- 8 a Tg-f-____F--$ F---'+ $ --I--_ W 2 - 1 - -' --- 63DU2 W --r- _ x -- �y W RT- 1 2 to N ti < rf �� �1 I R� Ig V, 'i 81 1 V I- * Ww $I d I ,�� NI T .+ _ of + 81 + P ,J " s }� 38 37 36 r ' N 35 34 �N� IN 33> 3 .a 3 32 N, 31< „� 3 0 cnl 293.M 2 8 > 273' 2 6 23 22 iN i * � =� N I -f at; O O< I► ¢ I.I Q iQm I 1 1 TAINT O' O SFS I I i O J A! C C ! 1 t ! ! 1 1 Ta Nre , COOPER LAKE AVENUE (STA. 10+00.00 TO 18+15.00) SCALE: i" = 50' HORIZONTAL 2 ALL PHASES TO BE CONSTRUCTED SIMULTANEOUSLY 10+00 11+00 12+00 13+00 14+00 15+00 (STA. 10+00.00 TO 18+15.00) SCALE: 1" = 50' HORIZONTAL SCALE: 1' = 10' VERTICAL x--- 364 360 356 356 L T- 3521 348 i = 344- n ! -�. Y-1 336332 -I i - I I � 10+00 11+00 12+00 13+00 14+00 15+00 (STA. 10+00.00 TO 18+15.00) SCALE: 1' = 50' HORIZONTAL SCALE: 1" = 10' VERTICAL R1 -i TOP OF MANHOE%1011 OF CLEANOUT ELEVATION -- p .y FURNISH t INSTALL TRAFFIC SIGNS PER COR. SID. T-1?. R1-1' - STOP 'W -Y - DOME ARROW 0IIB-1' - ONE WAY f -1 -._.-.SI ___ _'-`__-1-.�.-._-'_ _ - DO NOT ENTER '111I-1' - CURVE ARROW �. r-___ �� j �; i� R3-511' T.____._'` .____._i .L..__ i �---� � h _-.-•fN ___. I '13-1' - STOP AHEAD R4 -T - KEEP RIGHT 'S5-27 - END SCHOOL ZONE RBI(CAf -BINE LANE 'S4-2' -'WREN CHLORIDE ARE PRESENT __I_- - 00 'S4-3' - SCHOOL '11I4 -i' - DEAD END R2-1' - SPEED UNIT 20 111 -2' - NO OUTLET TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED SIMULTANEOUSLY REMOVE AND SALVAGE SIGN WITH CONSRUCTION OF ADJACENT PHASE Ts O FURNISH Q INSTALL TRAFFIC SIGNAL CONDUIT IR FURNISH d INSTALL NRGATION CONDUIT IC ® FURNISH k INSTAL INTERCONNECT CONDUIT Ma��x 2[ F 81 I -. CURVE NUMBER FOR CLWVE DESCRP11ON ALONG CURB m OTAPER .. + ® + < + j Ty 1 T- U O 1 1 1 N w+ ....- --_. -- d O < H . _ . ¢ WF ------ N W N STING (;(ROIND�j F m �.._ 9- I'3m{' - s o. J - -- ----- - CA S g 0.3302[1 3 N Y N-�- __- �-1- -�--ter ' , I n' ' i> +"-�- - t - __-•; Ii r _.� - r -- - -- -_T TTS 1 _ -+ � __ _- - - ... -- .---- 10+00 11+00 12+00 13+00 14+00 15+00 (STA. 10+00.00 TO 18+15.00) SCALE: 1" = 50' HORIZONTAL SCALE: 1' = 10' VERTICAL x--- 364 360 356 356 L T- 3521 348 i = 344- n ! -�. Y-1 336332 -I i - I I � 10+00 11+00 12+00 13+00 14+00 15+00 (STA. 10+00.00 TO 18+15.00) SCALE: 1' = 50' HORIZONTAL SCALE: 1" = 10' VERTICAL R1 -i TOP OF MANHOE%1011 OF CLEANOUT ELEVATION -- p .y FURNISH t INSTALL TRAFFIC SIGNS PER COR. SID. T-1?. R1-1' - STOP 'W -Y - DOME ARROW 0IIB-1' - ONE WAY 'VI - SINGLE ARROW 115-1" - DO NOT ENTER '111I-1' - CURVE ARROW -R26(CAr - NO PARKING 'WI - SIGNAL MEAD R3-511' - FIGHT TURN ONLY '13-1' - STOP AHEAD R4 -T - KEEP RIGHT 'S5-27 - END SCHOOL ZONE RBI(CAf -BINE LANE 'S4-2' -'WREN CHLORIDE ARE PRESENT *V31(CAf - 00 'S4-3' - SCHOOL '11I4 -i' - DEAD END R2-1' - SPEED UNIT 20 111 -2' - NO OUTLET TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED SIMULTANEOUSLY REMOVE AND SALVAGE SIGN WITH CONSRUCTION OF ADJACENT PHASE Ts O FURNISH Q INSTALL TRAFFIC SIGNAL CONDUIT IR FURNISH d INSTALL NRGATION CONDUIT IC ® FURNISH k INSTAL INTERCONNECT CONDUIT Ma��x FURNISH h INSTAL SPUD: BOX FOR INTERDONNECT 10-140. 3 1/2 SZE TR5=N0. 5 SZE TRI 6 SIZE O CURVE NUMBER FOR CLWVE DESCRP11ON ALONG CURB m OTAPER NUMBER FOR TAPER DESCRIPTION ALONG OLID ® ITEM OF WORK - SEE SCHEDULE 2 TOP OF MANHOE%1011 OF CLEANOUT ELEVATION -- p STORM DRAIN LIRE 0 SEE SEWER AND STORM DRAIN PLANS, STORM DRAIN MANHOLE O SEE SEVER AND 9" BRAIN PIANS CATCH BASIN -- s SANITARY SEVER LINE 9000'00' SEE SENSE AND STORM DRAW PLANS, SEVER MANHOLE G SE SEWER AND STORM BRAIN BANS, SEWER CLEANOUT PER COR. STD. SEH. SOTHERWISE VIEWAY NOTED) .,.-....._-,. PER C.OA SID. STCONSTRUCT -4. ,. ,,. ..,. . P14ASE BOUNDARY mm�Noiiiiiiiit TRACT BOUNDARY - - PROPOSED EDGE OF PAWNE14T SECTION S!G pnOW: OCONSTRUCT LEM �------- A SECTION LINE © SHEET SECTION IS LOCATED rr 16+00 17+00 17+00 wal rr : rr CONSTRUCTION CURVE NOTES: NOTES: O CONSTRUCT TYPE R' CURB It GUTTER PER C.O.B. SD. ST -1. 1. SEE SEVER AND STORM BRAIN PLANS FOR SEWER AND DRAIN PLANS AND DETIMS; O CONSTRUCT 5' COMBINATION SIDEWALK PER COB. STD. ST -3. 2. LOCAL STREETS - PAVEMENT TO BE 0.20 TYPE R' AC. OVER CITY AGGf�GATE 35.00 9000'00' BASE OVER I.O COMPACTED OC TO BE COMPACTED TO 95% RELATIVE DENSITY O CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL PER COR. STD. SEH. 14640642' UNIT STANDARD PLAN R.S.P. A88A-CASE A 1 MOUNTAIN VISTA ORI - PAVEMENT TO BE ILLY TYPE R' A.C. OVER 0.16' AGGREGATE ® PAINT 12' LIMIT LINE USNG THERMOPLASTIC PAINT PER CALTRANS BASE OVER 1.21' COMPACTED ILG TO BE COMPACTED TD SM RELATIVE DENSITY C4 STANDARD SPECIFICATION PTH-02ALKYD. PER COB. STD. ST -9. OCONSTRUCT 12' VALE CROSS GUTTER PER CO.B. STD. ST -17. COMPACT SUBGRADE TO 95% OF MAX TO 12' BEYOND GUTTER UP TO A DEPTH OF /2'. 4. ALL CATCH BASINS RT BE 714E 'A' WITH 15' OPENINGS PER CO.B. 570. 0-14, UNLESS NOIm OTHERWISE © INSTALL W-31[CAT SIGN WTH OM4-3 MARKER AT PHASE BOUNDARY TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED SIMULTANEOUSLY REMOVE AND SALVAGE SIGN WITH CONSRUCTION OF ADJACENT PHASE O INSTALL END -OF -STREET STANDARD TYPE N BARRICADE PER CALTRANS A73C q SEE DETAIL ON SHY. 7 CURVE TABLE ® CONSTRUCT 6' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. 19+00 368 364 360 356 352 348 344 340 336 332 368 364 360 356 352 348 344 340 336 RADIUS LENGTH TANGENT DELTA Ci 35.00' 54.98' 35.00 9000'00' C2 84.08' 214.26' 276.00' 14640642' C3 35.00' 17.15' 8.75' 28004121' C4 20.08' 31.42' 20LOV 900000' 19+00 368 364 360 356 352 348 344 340 336 332 368 364 360 356 352 348 344 340 336 FN SCALE: 1'=50' 25 0 50 50 2.5 I 19+OQ Z IL MM ver 7 F =Z Q W q 0 CC J m p Z a = O U d O < H ¢ WF Y F J ca k CA S g c 3 FN SCALE: 1'=50' 25 0 50 50 2.5 I 74 G MOUNTAIN VISTA OR. SEE SHEET 6 BALMORHEA ST. SEE SHEET 3 LOCKHART LANE (STA. 10+00.00 TO 12+00.00) SCALE: i" = 50' HORIZONTAL 368 r 1 368 7 364 364 360--------- 360 1 j I 356 - o 356 m i 352 -- -- < < SWIG cRoouO 352 —Y- 348 _ T a - _ - 348 _ I I I 344 B NORTH E.DWUN 344 340 rA to+' S FE 9a 340 rL. va4se� I —: 336 _ -- ---- 10+00 _10+00 11+00 12+00 (STA. 10+00.00 TO 11+60.22) SCALE 1" = 50' HORIZONTAL SCALE: 1" = 10' VERTICAL 368 368 =- , 364 364 — 360- 360 356 _-- �yl 356 352 y 352 77 348 W �i -_ 348 344- -- RaaosE SOUTH 344 340 340 338- 10+00 11+00 12+00 (STA. 10+00.00 TO 11+60.22) SCALE i" = 50' HORIZONTAL SCALE: 1" = 10' VERTICAL BALMORHEA ST. SEE SHEET 3 12 00 Ion�R 63057 .- P H A S E I �l� s 0 1W I A s E CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C7 30.00' 48.01' 30.90' 91'41'500 C2 20.00' 31.42' 20.00' 90'00100• C3 30.00' 46.24' 29.12' 8818'10• C4 20.00' 33.23' 21.90' 951P40• C5 500.00' 64.47 3226' 7'22'SY - S 1,40 41 P HA 5 E 6+00 2 F H A S E 368 2 rJ4- 8 1 <�gA � i 364 m I Miro( as 12 a09 38 I 360 w i 3 6 J ESTACADA AVENUE (STA. 10+00.00 TO 10+95.00) 356 ALL PHASES TO BE w SCALE: 1" = 50' HORIZONTAL CONSTRUCTED SIMULTANEOUSLY 368 1 rJ4- 8 1 p � i 364 m LL.1� ON _8 -r I 360 w A S i 3 6 J 0 1 - 3� 356 w --g na6z4o � y 777+ --, 352 360360 ---- r �NILDIUM i 348 344 w_ 356 352 340 352 a FLb'AINE 348348 10+00 11+00 344 344 =TN340 368 1 rJ4- 8 1 p � i 364 m LL.1� ON _8 -r I 360 w A S i 3 6 J 0 1 t M 2 3� 356 w na6z4o y 777+ --, 352 360360 ---- r �NILDIUM w 348 344 356 352 340 352 348348 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 12+00 364 1 rJ4- 8 1 p � i m LL.1� ON _8 -r I w A S i 3 6 J 0 1 t M 2 3� w na6z4o y 777+ --, 360360 ---- r �NILDIUM 368 360 356 352 348 344 340 33610+00 11+00 (STA. 10+00.00 TO 10+95.00) SCALE: 1" = 50' H014ZONTAL SCALE: i" = 10' VERTICAL 368 364 360 356 352 348 344 340 12+00 BALMORHEA ST. SEE SHEET 3 1 N KIILLm" 'wg = � m < i p�d�g5 Ii ' mIU<Y t I a ORaro '—ia•o6uNa11+oo— o— b+d� o KOn O tiW ss 47 46 gr oo � 00 MONAHAN STREET (STA. 10+00.00 TO 10+95.00) ALL PHASES TO BE SCALE: 1" = 50' HORIZONTAL CONSTRUCTED SIMULTANEOUSLY 368 - —T — 368 364 360 356 352 348 1 /J/ 8 1 p � i m LL.1� ON _8 -r I w A S i 3 6 J 0 1 t M 2 1 t I a ORaro '—ia•o6uNa11+oo— o— b+d� o KOn O tiW ss 47 46 gr oo � 00 MONAHAN STREET (STA. 10+00.00 TO 10+95.00) ALL PHASES TO BE SCALE: 1" = 50' HORIZONTAL CONSTRUCTED SIMULTANEOUSLY 368 - —T — 368 364 360 356 352 348 364 360 356 352 348 - i - --' 344 3UPOSED WORTH =' I---7—� 340 # 340 336 __...--_ 10+00 �m 1,1400 12+00 G SK U� V 6 OV fiN 2 (STA. 10+00.00 TO 10+95.00) SCALE 1" = 50' HORIZONTAL SCALE: i" = 10' VERTICAL 1 � 7 i m I I w 364364 J 1— w y 360360 364 360 356 352 348 - i - --' 344 3UPOSED WORTH =' I---7—� 340 # 340 336 __...--_ 10+00 �m 1,1400 12+00 G SK U� V 6 OV fiN 2 (STA. 10+00.00 TO 10+95.00) SCALE 1" = 50' HORIZONTAL SCALE: i" = 10' VERTICAL 368 368 364364 360360 356 356 352 352 348348 344 344 =TN340 iI FLMAINE 340 33610+00 368 368 364364 360360 356 356 352 352 348348 344 344 =TN340 340 33610+00 11+00 12+00 (STA. 10+00.00 TO 10+95.00) SCALE: 1" = 50' HORIZONTAL SCALE: i" = 10' VERTICAL LEGEND: a FURNISH 81NSTALL TRAFFIC SIGNS PER COB. SM. T-19: 2 TOP OF MAdiDIE/IOP OF CLEANOUT ELEVATIONCONSTRUCTION NOTES: NOTES: ABBREVIATIONS 'Ri-P -SLOP •WI -Y -OOH$£ AIiRON -- p STtlal ORAS! LVE 01 CONSTRUCT TYPE "8• CURB & GUTTER PER C.O.B. STD. ST -1. 1. SEE SEWER AND STORY GRAM PLANS FOR SEVER ANO DRAIN PLANS AND DETAILS.FL FLOAUNE POVC POINT ON VERTICAL CURVE YR6-1• - ONE WAY •Wi-6• - SINGE ARROW O CONSTRUCT 5 COMBNATION SIDEWALK PER C.CB. STD. ST -3. 2 LBCA OVERISTREET- PAVEMENT TO DE Q20' TYPE •8• T OVER 0.75 ACDENSITE CL CENTERUME SVC BEGIN VERTICAL CURVE "R5-1" - 00 LWT ENTER •WI -i• - CURVE ARROW 0 SEE SEVER ANO STORM DRAIN PLANS. STORM GRAIN MANHOLE RASE OVER 1.tl CBA�ACIED 0.G TO RE CBNPACIEO TO 95X REtATPE BEiNSIIY CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL PER GCB. STD. ST -9. ELEV BEGIN CU EVC FIW VERTICAL OUCTI •RR3--5[ • - FI PATUNC 'W3-3• - STOP NERD SEE SEWEiR AND STORM BRAN PLAN$ CATCH BASIN UNIT STANDARD PLAN R.S.P. ABBA-CASE A. 3. MOUNTAIN VISTA DRIVE - PAVEMENT TO BE 0.33' TYPE •8" AG OVER 0.48 AGGREGATE BCR BEON GARB RETURN PI PONT OF REVER E VJ "NRI - KEEP TURN O&Y "YA-1" - STBP NEAR PAINT tY INUIT LINE USING THERMOPLASTIC PAINT PER CALTRANS BASE OVER 1.21' COMPACTED O.G. TO BE COMPACTED TO 95% RELAIIVE DENSITY ECR ENO CURB RETURN PRC PONT dF FEVEtSE CIIRVA17/RE "R4-7• - IOEP RN71T "SS -2" - END SCHOOL ZONE STANDARD SPECIFICATION PTH-02AXYD.SC BEGIN CURVE PCC PONT OF COMPOUND CURVATURE "Ra1LCA)" - 9KE LANE "S4-2" - WHEN CHILDREN ARE PRE%RT —. S SANITARY SEWER LURE PER C.O.B. STD. ST -9. CONSTRUCT 12' VIDE CROSS GUTTR PER C.O.B. STD. ST -17. COMPACT SUBGRADE 4. NL CATCH BASINS TO BE rPE "A" WITH Y5' CPEN9NGs PEO Co.B. SID. D-14, OF PIVD POINT TI AL CURVE TC TOP OF CINE •t"W14-)" - END •54-3' - SPEED 0SEE SEWER AEN) STORM DRAIN PIANS SEWER MANHOLE TO 95% OF MAK. TO 12• BEYOND GUTTER UP TO A BOTH OF 12•. UNLESS NOTED 07MVASE VEA7ICA OURVE TP TOP OF PAVEMENT •W14 -P - DEAD ENO •R2 -i• - SPEID LMIT 20SDMH STORY DRAIN MANHOLE FC FINISH CONCBEIE "WI4-2• - NO OUTLET 0 SEE SEVER AND STOW GRAN PLANS SEWER CLEANOUT s INSTALL TIF CA SIGN HA OM4-3 MAKER AT PHASE BOUNDARY O OF TRACT E T PHASE IS NOt CONSIRUCIED SRIULTANEOUSLY INV INVERT RCP REINFORCED CONCRETE PIPE GS REMOVE AND SALVAGE SIGN WITH CONSRUCTION OF ADJACENT PHASE G.B. GRADE BREAK RGJ RUBBER GASKEIFD JOINT FURNISH 8 NSTAIL iRAFiW 9CNA CONOUIT PER OBCONSTRUCTSM. S-4 O7FERMSE VEWAY NOTED' O NSTALL END -OF -STREET STANDARD TYPE 11 BMNCADE PER CALIRANS A73C la FURNISH @ INSTALL IRRIGATION CONDUIT SEE DETAIL ON SHE 7 ® flUN1191 S INSTAL 9NRVF! MONUMENT PER 009. Sro. ST -13 PHASE BOIRWARYFURNISH AI INSTAIL INIERCOEUECT CONOUIT ® CONSTRUCT 8' CCMBINATIBN SEEWAIX PER C.0.8. STD. ST-3EXISTING SURVEY MONUMENT X63 'W� '� FlNttlSIl A INSTALL SPIRE 80X FCR IN7ERCO#ECT — TIUCT BOIUNDARY --1___TR3=LA0. 3 1/2 SIZE TR�NO. 5 SIZE TR6�NC 6 SIZE — — PROPOSED ED E OF PAVEMENT��iMRNSH E INSTAL S1REEf SIGN PER GCB. Sro. T-7. q RVE HOIDEN FOR q RVE DESCR PTION ALBNG C R8 SECT ON OESIGNAT 0N:' SCALE: 1""=50" EURNI9R n INSTAIL uE1R0 siREEr SIGN PIF CO.S Sro. T -i. C7ION LEITERn Y02 TAPER NUMBER FOR TAPER OESCPoPTION HONG CURB FINNISH E INSTALL SiRE1T ECLAT -5800 LIEN PER COSI. Sro. ST-14.ILEI OF WORK -SEE SCHEDULEA i ,�25 0 50 700 FURNISH a INSTALL STREET LIGHT-as90 Lwra PER COAL sm. ST -14 SECTION UNE tr50 125 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA CI 30.00' 46.24' 29.12' 88'1910" C2 30.00' 4801' 30.90' 91'41'50" 368 364 360 356 352 348 344 340 336 332 N EXISTING 18” I D m I RETENTION I 45 BASIN W �"3 tlLL F� ;:- m ti8LL �O cstr FURNS{ A INSTALL TRAFFIC �o 3�m - mm - STOP znnn FL FLOW NE POVC POINT ON VERTICAL CURVE TN -1" N 011I-6' - SINGLE ARROW CL CENIER INE BVC BEGN VORTICAL CURVE "R5-1' - DO NOT ENTER "WI -I' - OAK ARROW ELEV ELEVATION EVC END VERTICAL CURVE "R28(CA)" - NO PARKING "W3 -Y - SIGNAL A14EAD ci BEGIN CURB RETURN PI POINT OF INIHISECTION "R3 -5R' - RIGHT TURN ONLY 013-1" - STOP HEAD ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE "R4-7' - KEEP RIGHT "S5-2" - END SCHOOL ZONE BC BEGIN CURVE PCC PONT OF COMPOUND CURVATURE "RBI(CAr - BINE LANE "S4-2" - WHEN CHILDREN ARE PRESENT PIVC PONT OF INTERSECTION TC TOP OF CURB "W31(CAr - END N OF VERTICAL. CURVE TP TOP OF PAWNEM "V1/ -i" EXISTING STREET LIGHT` "� w SDMH STORM DRAIN MANHOLE FC FIN194 CONCRETE � - NO OUTLET Haw H INVERT RCP REINFORCED CONCRETE PIPE c ® G.B. 13+00 '--- 14+00, 1 15+00 a� 1 i i ,✓ / 7 SCALE: 1"=50' X —IR— FURNISH E INSTALL IRRIGATION GONOUIT p W �"3 "d F� STORK DRAIN LINE m �O cstr FURNS{ A INSTALL TRAFFIC SIGNS PER COAL STD. T-19: 2 --- ;9�- 46 1 2 3 1 45 I 6 7 I I I I I i i i I MOUNTAIN VISTA DRIVE (STA. 10+00.00 TO 19+53.56) SCALE: 1" = 50' HORIZONTAL IIS -I �,111i OCKHART LN. SEE SHEET 5 a N tirv: O bm wm n vi z- EXISTING STREET UGHT _ N N m � snNc EDGE OF PAVEMENT 19+00::Pld 20+00 P H A 5 3 1 1 8 0 1 2 ALL PHASES TO BE CONSTRUCTED SIMULTANEOUSLY 368 364 360 356 352 348 344 340 336 332 TARS RELATIVE DENSITY A MOUNTAIN VISTA DRIVE SECTION 6 STA. 10+00.00 TO STA. 16+18.15 SCALE: j' 10' HORNZONTAL 1 =5 VERTICAL a "d �J Zti STORK DRAIN LINE qbH Yf �O cstr FURNS{ A INSTALL TRAFFIC SIGNS PER COAL STD. T-19: SANITARY SEVER UNE - _Imp o - STOP � FL FLOW NE POVC POINT ON VERTICAL CURVE TN -1" N 011I-6' - SINGLE ARROW CL CENIER INE BVC BEGN VORTICAL CURVE --- ;9�- 46 1 2 3 1 45 I 6 7 I I I I I i i i I MOUNTAIN VISTA DRIVE (STA. 10+00.00 TO 19+53.56) SCALE: 1" = 50' HORIZONTAL IIS -I �,111i OCKHART LN. SEE SHEET 5 a N tirv: O bm wm n vi z- EXISTING STREET UGHT _ N N m � snNc EDGE OF PAVEMENT 19+00::Pld 20+00 P H A 5 3 1 1 8 0 1 2 ALL PHASES TO BE CONSTRUCTED SIMULTANEOUSLY 368 364 360 356 352 348 344 340 336 332 TARS RELATIVE DENSITY A MOUNTAIN VISTA DRIVE SECTION 6 STA. 10+00.00 TO STA. 16+18.15 SCALE: j' 10' HORNZONTAL 1 =5 VERTICAL a (STA. 10+00.00 TO 19+53.78) SCALE: 1' = 50' HORIZONTAL SCALE: 1" = 10' VERTICAL 2 LEGEND: RI -f STORK DRAIN LINE 0 SEE SEDER AND STORM DRAB? PLANS, STORM DRAIN MANHOLE cstr FURNS{ A INSTALL TRAFFIC SIGNS PER COAL STD. T-19: SANITARY SEVER UNE ABBREVIATIONS TRI -i" - STOP "NT -7' - DOUBLE ARROW FL FLOW NE POVC POINT ON VERTICAL CURVE TN -1" - ONE WAY 011I-6' - SINGLE ARROW CL CENIER INE BVC BEGN VORTICAL CURVE "R5-1' - DO NOT ENTER "WI -I' - OAK ARROW ELEV ELEVATION EVC END VERTICAL CURVE "R28(CA)" - NO PARKING "W3 -Y - SIGNAL A14EAD BCR BEGIN CURB RETURN PI POINT OF INIHISECTION "R3 -5R' - RIGHT TURN ONLY 013-1" - STOP HEAD ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE "R4-7' - KEEP RIGHT "S5-2" - END SCHOOL ZONE BC BEGIN CURVE PCC PONT OF COMPOUND CURVATURE "RBI(CAr - BINE LANE "S4-2" - WHEN CHILDREN ARE PRESENT PIVC PONT OF INTERSECTION TC TOP OF CURB "W31(CAr - END "S4 -Y - SCHOOL OF VERTICAL. CURVE TP TOP OF PAWNEM "V1/ -i" - DEAD END "R2-1" - SPEED LIMIT 20 SDMH STORM DRAIN MANHOLE FC FIN194 CONCRETE "104-2" - NO OUTLET INV INVERT RCP REINFORCED CONCRETE PIPE c ® G.B. GRADE BREAK RGJ RUM GASEIED JOINT '--- FlX80SI4 A INSTALL TRAFFIC SIGNAL CONDUIT a� 1 i i ,✓ / 7 SCALE: 1"=50' X —IR— FURNISH E INSTALL IRRIGATION GONOUIT p Fu18715H E INSTALL SURVEYYONUIEHT PER Co.B. SID. ST -la b2-64�a! so 12.5 ID FURNISH E INSTALL INTERCONNECT CONDUIT EXISTING SURVEY MONUMENT3 %M m FURNISH 8 INSTALL SPIKE BO% FOR INTERCONNECT TRYNO. 3 1/2 SIZE TR5-NO 5 SIZE W -M. 6 SIZE + FURNISH A INSTALL STREET SINN PER COB. SID. T-1. O CURVE NUMBER FOR CURVE DESCRIPTION ALONG CURB -¢- FURNISH A INSTALL METRO STREET SIGN PER CORSID. T-1. �7 TAPER NUMBER FOR TAPER DESCRIPTION ALONG ONRB -o— FURNISH A INSTALL STREET ST -14.G T-5800 LUMEN PER C.0A SID. ST-t O ITEM OF NOR( - SEE SOEWUE $ FUI0SI1 At LIGHT -95W LUMEN STREET LT-95MRR PER COB. 510. ST -14. (STA. 10+00.00 TO 19+53.78) SCALE: 1' = 50' HORIZONTAL SCALE: 1" = 10' VERTICAL 2 TOP OF MANHOLE/FOP OF MEANg1T ELEVATION D STORK DRAIN LINE 0 SEE SEDER AND STORM DRAB? PLANS, STORM DRAIN MANHOLE cstr SEE SEWER AND STORM DRAIN PLANS, CATCH BASIN — s SANITARY SEVER UNE m SEE SEVER ARID STORM DRAIN PIANS SEVER MANHOLE 0 SEE SEVER AND STORM DRAIN PLANS SEWER CFANOUT O CONTRUCTfoVANE/oWINNjs .. .. PER COIL SID. ST -4. OTHERWISE „ .. ,>: - _ •: PHASE BOUNDARY � m w � * & � w m � TRACT BOUNDARY — — PROPOSED EDGE OF PAVEMENT SECTION DESIGNATION: USING THIN LETTER �__----- A SECTION LINE SECTION! Is LOCATED c Q3Y AG PAVING—T 648' A0G BAg * VAM to — 3.5 SAWC T 1' BEYDID EXIS11010 Im, CDPACIED QG EDGE OF PAVEMQR BS RELATIVE DENSITY BB _ MOUNTAIN VISTA DRIVE SECTION 6 J STA. 16+18.15 TO STA. 19+53.56 SCALE 1"=10' HORIZONTAL 1'=5 VERTICAL TI = 6 R=20 It WALL AREA CONSTRUCTION NOTES: NOTES: O CONSTRUCT TYPE 08" CURB E GUTTER PER C.O.B. STD. ST -1. 1. SEE SEWER AND STORM BRAIN PLANS FOR SEVER AND DRAIN PLANS AND DETAILS O CONSTRUCT 5 COMBINATION SIDEWALK PER C.O.B. STD. ST -3. 2 LOCAL STREETS - PAVEMENT TO BE 820' TYPE "B" AC. OVER 075' AGGREGATE BASE OVER /B' COMPACTED 0.0 TO BE COMPACTED M 952 RELATIVE OINSTY O CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL PER C.O.B. SM. ST -9. UNIT STANDARD PLAN R.SP. ARBA -CASE A a MOINTAR VISTA DOVE - PAVEMENT M BE 033' TYPE'S' AC OVER 046' AGGREGATE O PAINT W LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS BASE OVER 1.21' COMPACTED O.G. TO BE COMPACTED TO 952 RELATIVE DENSITY STANDARD SPECFICATION PTH-02ALXYD. PER C.O.B. SID. ST -9. O CONSTRUCT IV WD CROSS GUTTER PER C.O.D. STD. ST -17. COMPACT SLIBGRAOE M 952 OF MAY TO 12" BEYOND GUTTER UP TO A DEPTH OF 12". 4. PB10 BE B ALL CATCH BASINS : TYPE "A" VAIN 15' OPENINGS PER COB. SID. 0-14, UNLESS NOTEDAS OTHERWISE. INSTALL W-31 CA SIGN WTH OM4-3 MARKER AT PHASE BOUNDARY © OF TRACT P CENT PHASE IS NOT CONSTRUCTED SIMULTANEOUSLY REMOVE MID SALVAGE SIGN WITH CONSRUCTION OF ADJACENT PHASE QJ INSTALL END -OF -STREET STANDARD TME IN BARRICADE PER CALTRANS A73C .,4. SEE DETAIL ON SHE 7 c ® CONSTRUCT 6' COMBINATION SIDEWALK PER C.O.B. STD. ST-3.le '--- a� 1 i i ,✓ / 7 SCALE: 1"=50' X l// 25 o sn 100 b2-64�a! so 12.5 [,1,W��I 0 'TING STRIPING - TAIL 29 _ _ . REMAIN _ _ _ /DE " FEASTING STRIPING M BE REMOVED �EMSTING STRIPING TO BE REMOVED 32 / _. /DETAIL 32.. _ r EXISTING EDGE -.. _ OF PAVEMENT DETAIL 221 "v 4 Rl- Rl- 4546 1 2 3 4 5 6 ! a !p $ i r 9 j P H S r 3 CURVE TABLE CURVE RAMS LENGTH TANGENT MIA C 1590.00' 140.94' 7Q52' 5'23'00r C2 1500.OT 77.32' 38.67' 2'5T12 ff y FURNS H & INSTALL TRAFFIC SM PER C.O.B. S0. T-19: LEGEND: - STOP 'WI -Y ABBREVIATIONS 'RB -1' FL FL.OMIJNE POVC PONT ON VERTICAL CURVE OL CENTEMINE SVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE SCR BEGIN CURB RETURN PI PONT OF INTERSECTION ECR END CURET RETURN PRC PONT OF REVERSE CUWATURE SC BEGIN CURVE PCC PONT OF COMPOUND CURVATURE PIVC POINT OF INTERSECTION TC TOP OF CURB 'S4-2" OF VERS- CURSE TP TOP OF PAVEMENT SDMH STORM DRAIN MANHOLE FC FINISH CONCI ETE INV INVERT RCP REINFORCED CONCRETE PPE G.B. GRADE BREAK RGJ RUBBER GASNETED JOINT O FURNISH & INSTALL SURVEY MONUMENT PER CO.S SID. ST -13. SEE SEVER AND S10PoM DRAIN PIANS. SEWER MANHOLE EMSTING SURVEY MONUMENT CONSTRUCT IT CROSS CUTTER PER CO.B. STD. ST -17. COMPACT SUMADE 2' WI 10 95R OF MAY TO 12' BEYOND GUTTER UP TO A DEPTH OF 12'. TONOTED -+- FURNISH & INSTALL STREET SIGN PER COB. SSD. T-1. + FURNISH & INSTALL NEW STREET SIGN PER CO.Q S70. T-1. -o- FURNISH & INSTALL STREET UGHT-5100 LIMEN PER COS. SID. ST -u. © FURNISH & INSTALL STREET LINT -9500 LUMEN PER COS, SID. ST -14. ff y FURNS H & INSTALL TRAFFIC SM PER C.O.B. S0. T-19: Rl-1' - STOP 'WI -Y - DOUBLE ARROW 'RB -1' - ONE WAY 'Wt -6' - SINGE ARROW R5-1" - 00 NOT ENTER OWI -10 - CURVE ARROW R26(rAr - NO PAANINO 113-Y - SIGNAL AHEAD 'R3 -5R* - PopR TURN ONLY OW3-V - STOP MEAD 'R4 -T - KEEP MONT 'S5-2' - END SOHOO ZONE Yt81(CAr - BILE LANE 'S4-2" - WREN CHILDREN ARE PRESENT 'W31(CAT - END 'S4-3" - SOM YW4-P - DEAD 00 R2-1' - SPEED UNIT 20 mM4-2' - NO OURET Ts FURNISH & INSTALL TRAFFIC SIGNAL COMOUIT m FURNISH & INSTALL IRRIGATION CONDUIT tc FURNISH & INSTALL INTERCONNECT CONDUIT D13 FURNISH & INSTALL 9 410E BOX FOR INTERCONNECT CONSTRUCT TME 'B' CURB & OUTIER PER C.O.B. SID. ST -i. DR3=N0. 3 1/2 SIZE DRS=140. 5 9ff TIE"a 8 SIZE Oi CURVE NUMBER FOR WRVS DESCRIPTION ALONG CURB OTAPER NUMBER FOR TAPER DESCRIPTION ALONG CURB ® ITEM OF WORK - SEE SOPOIE STRIPING PLAN MOUNTAIN VISTA DRIVE (STA. 10+00.00 TO 19+53.56) SCALE: 1" = 50' HORIZONTAL CONSTRUCTION NOTES: NOTES: wj„” 35,1.2 TOP OF MANHO E/MP OF CLEANOUT ELEVATION O CONSTRUCT TME 'B' CURB & OUTIER PER C.O.B. SID. ST -i. 7. SEE SEVER AND STORY OiAIN PLANS FOR SEVER AND DRAIN PUNS AND DETAILS — o STORY DRAIN UNE_ O CONSTRUCT 5' COMBINATION SIDEWALK PER QQS STD. ST -3. 2 PAVEMENT TO BE 0.20 TYPE RW AC. ER 0.75- AGGREGATE ® SEE SEVER AND STORM DRAIN PLANS, STORM DRAIN MANHOLE BASE OVER 1.0 COMPACTED O.G.TO BE COMPACTED TO 95 X RELATIVE DENSITY 3 CONSTRICT HANDICAP RAMP PER CALTRANS 2002 REUSED OVAL PER C.G.B. 510. ST -9. SEE SEVER AND STORM DRAIN PLANS CATCH BASIN UNIT STANDARD PLAN R.S.P. ARBA -GSE A 3. MOUNTAIN VISTA ME - PAVEMENT TO BE 0.3S TYPE V A.C. OYER Q46' AGGREGATE O 12*LIMITLINE USINGTHERMOPLASTIC PAINT PER CALTRANS BASE OVER 1.21' COMPACTED QQ M BE COMPACTED TO SISI RELATIVE DENSITY — s SANITARY SEVER t SPIT STRAND PATH PER C0.8. SID. ST -9. SEE SEVER AND S10PoM DRAIN PIANS. SEWER MANHOLE O CONSTRUCT IT CROSS CUTTER PER CO.B. STD. ST -17. COMPACT SUMADE 2' WI 10 95R OF MAY TO 12' BEYOND GUTTER UP TO A DEPTH OF 12'. TONOTED 4 All CATCH BASINS TO BE TME 'A' WITH 3.5' OPENINGS PER 10.8 SID. D-/4, EWISE OTINER © INSTALL W-31(G� SIGN WIN 0114-3 MARKER AT PHASE BOUNDARY Q SEE SELLER AND STORM DRAIN PLANS. SEWER CLEANOUT OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED SIMULTANEOUSLY REMOVE AND SALVAGE SIGN MATH CONSRUCINYN OF ADJACENT PHASE CONSTRUCT IB-BBA9M.WDlt! DRIVEWAY W/3' WINGS PER COB. SID. ST -4. (UNLESS OTHERWISE NOTED) O INSTALL END -OF -STREET STANDARD TME W BARRICADE PER CALTRANS A73C SEE DETAIL ON SHT. 7r Al ". ^, " PHASE BOUNDARY � 0 0 � 0 • � m m � TRACT BOUNDARY ® CONSTRUCT 6' COMBINATION SIDEWALK PER C.O.B. SID. ST -3. — — PROPOSED EDGE OF PAVEMENT ti SECTION DESIGNARON: SCALE: 1"=50' LLrRR CTMNA / �_------ A F 25 0 50 100 SECTION LINE (,;,,,_"_^ 1 0,2.01-®2-1 50 12.5 T SECTION IS LOCAMB