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HomeMy WebLinkAbout1.1-6536 Ph 1 & 2STANDARD NOTES 1. GENERAL CONTRACTOR WILL FURNISH ALL MATERIALS, TOOLS, LABOR, EQUIPMENT AND SUPERVISION NECESSARY TO COMPLETE INSTALLATION. UNDERGROUND SERVICE ALERT (USA) SHALL BE NOTIFIED AT LEAST 2 WORKING DAYS BEFORE CONSTRUCTION. TELEPHONE 1-800-227-2600. CONTRACTOR TO CALL FOR USA LOCATE AND POTHOLE ALL MARKED UTILITIES THAT CROSS OR ARE WITHIN 5' HORIZONTAL DISTANCE OF SEWER AND STORM DRAIN LINES. VERTICAL AND HORIZONTAL LOCATION SHALL BE ASCERTAINED BY THE CONTRACTOR AHEAD OF ANY EXCAVATIONS TO VERIFY THAT THE PROPOSED DESIGN DOES NOT CONFLICT WITH ANY UTILITIES. IN THE EVENT A CONFLICT EXISTS THE ENGINEER SHALL BE NOTIFIED IN ORDER TO REDESIGN THE ALIGNMENT. IF RELOCATION OF EXISTING UTILITIES IS DEEMED NECESSARY THE CONTRACTOR SHALL BE COMPENSATED FOR INSTRUCTED RELOCATION. IF REDESIGN OF THE ALIGNMENT REQUIRES ADDITIONAL FITTINGS, PIPE OR EXCAVATION THE CONTRACTOR SHALL BE COMPENSATED FOR REVISION. IN THE EVENT A UTILITY IS DAMAGED THE CONTRACTOR SHALL BE WHOLLY RESPONSIBLE FOR ITS REPAIR. ALL EXISTING IMPROVEMENTS. (CURB,GUTTER, SIDEWALK, CROSS GUTTER, FENCES, ETC.) THAT ARE REMOVED, DAMAGED OR UNDERCUT SHALL BE REPAIRED OR REPLACED AS DIRECTED BY THE CITY ENGINEER. ALL EXISTING PAVING AND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE REPLACED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWING ST -6, EXCEPT AS NOTED ON PLANS. ALL MANHOLES AND CLEANOUTS WITHIN TRACT, INCLUDING EXISTING MANHOLES, SHALL BE ADJUSTED TO FINISH GRADE IN ACCORDANCE WITH CITY STANDARDS. EXISTING MANHOLES MAY REQUIRE REMOVAL OF EXISTING CONE, AND REMOVAL OR "CHANGE OUT" OF BARREL RINGS. ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS AND SPECIFICATIONS OF THE CIN 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-16, T-1 PAVING FOR RESIDENTIAL AND LOCAL STREETS SHALL BE: 0.20' TYPE "B" ASPHALT CONCRETE OVER 0.70' AGGREGATE BASE (PER NOTE 18 ON SHEET 2 OF 11) OVER 1.0' O.G.. O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -13. INSTALL STANDARD SURVEY MONUMENT FRAME AND COVER PER CITY OF BAKERSFIELD STD. DWG. ST -13. OO TO BE INSTALLED OO EXISTING i INSTALL TRAFFIC CONTROL SIGNS INSTALL STANDARD STREET NAME SIGNS PER C.O.B. STD. T-1 + INSTALL METRO SIZE STREET NAME SIGNS PER C.O.B. STD. T-1 <>- INSTALL STREET LIGHT- HOLOPHANE-LVUI SERIES PER C.O.B. STD. SP7-86-10. STREET LIGHTS SHALL MATCH THOSE EXISTING IN THE VICINITY AND IN ACCORDANCE WITH C.O.B. STANDARD DETAIL ST -14. STREETLIGHT LUMINAIRES ARE TO BE LED AS SPECIFIED IN COB SPECIAL PROVISIONS SECTION 86-6.01 OF WHICH MODELS INCLUDE: AMERICAN ELECTRIC LIGHTING ATBO, AUTOBAHN SERIES LEO TEK EC1 THRU E07 SERIES CREE XSP/XSPR SERIES AND OTHERS ON APPROVED LIST OR AN EQUIVALENT AS APPROVED BY CITY ENGINEER 7. INSTALL TYPE "B" CURB AND GUTTER, PER C.O.B. STANDARDS, ON ALL STREETS UNLESS OTHERWISE NOTED. 8. INSTALL 5' COMBINATION SIDEWALK ON ALL LOCAL STREETS AND 6' COMBINATION SIDEWALK ON ARTERIAL AND COLLECTORS UNLESS OTHERWISE NOTED. 9. SEWER LATERAL LOCATIONS TO BE STAMPED ( S ) INTO THE CURB FACE OVER EACH SEWER LATERAL STAMP "C" INTO CURB FACE AT ALL MEDIAN CONDUIT CROSSINGS. 10. INSTALL ADDITIONAL # 3-1/2 PULL BOX FOR STREET LIGHTS AT P.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 1/4" BELOW PAVEMENT GRADE. 13. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED AT LEAST 2 WORKING DAYS PRIOR TO CONSTRUCTION. 1-800-227-2600. 14. WARNING/REGULATORY SIGNS: SIGN PANELS SHALL BE MOUNTED ON POSTS WITH HAWKINS M2G SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR EQUAL. ROADSIDE SIGNS INSTALLED PER STD. T-19 SHALL BE LOCATED WITHIN SIDEWALK 6" FROM BACK. 15. ANY WORK CONNECTING TO EXISTING PUBLIC FACILITIES FROM PRIVATE PROPERTY WILL REQUIRE AN ENGINEER'S ESTIMATE FOR THE WORK IN THE EXISTING PUBLIC RIGHT-OF-WAY TO ESTABLISH THE NECESSARY DEPOSIT. I4e . Fe409-M PAVING W W!rf*74 EAIC,1AIEEIL F1nQ`T146 •Fgo3#ALL- �/E1s 1 FY 7 }1PT CHID(P rT%0-li NIM/�L E SOtM AS S (-lo �c1 d 1nl 'tom flo�/Ep�(p.nlS. S41a, (,4 CCo^L D!'1"rand S T5 6 c-L•IAt1&191� A ¢Ev (se! P H�A� EFIGFL we u Ii.L LIu��'CE E� �^1s'T�1> 70xl ..1 o T L� E 14;Ep I AAI I F e A L t0 'PAIS' -Fr-to -ro v t m -r� _,-r y 1sor P8'P DIG ALERT Call: TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA LEGEND: ABBREVIATIONS FL FLOWLINE POVC POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE PIVC POINT OF INTERSECTION TC TOP OF CURB OF VERTICAL CURVE TP TOP OF PAVEMENT SDMH STORM DRAIN MANHOLE FC FINISH CONCRETE INV INVERT RCP REINFORCED CONCRETE PIPE G.B. GRADE BREAK RGJ RUBBER GASKETED JOINT FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. 0 EXISTING SURVEY MONUMENT + FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. -C}- FURNISH & INSTALL STREET LIGHT-HOLOPHANE-LVUI SERIES PER C.O.B. STD. SP7-86-10. & FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: "R1-1" - STOP "W1-7" - DOUBLE ARROW "R6-1" - ONE WAY "WI -6" - SINGLE ARROW "R5-1" - DO NOT ENTER *M-1" - CURVE ARROW "R26(CA)" - NO PARKING "W3-3" - SIGNAL AHEAD "R3 -5R" - RIGHT TURN ONLY "W3-1" - STOP AHEAD "R4-7" - KEEP RIGHT "S5-2" - END SCHOOL ZONE "R81(CA)" - BIKE LANE "S4-2" - WHEN CHILDREN ARE PRESENT "W31(CAT - END "S4-3" - SCHOOL. "W14-1" - DEAD END "R2-1" - SPEED LIMIT 20 "W14-2" - NO OUTLET T .363.2 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION p CONSTRUCT STORM DRAIN PER CITY STANDARDS ® CONSTRUCT STORM DRAIN MANHOLE TYPE "B" PER C.O.B. STD. SW -4. CONSTRUCT CATCH BASIN TYPE 'A" PER C.O.B. STD. D-14. g CONSTRUCT SEWER PER C.O.B. STANDARDS ® CONSTRUCT SEWER MANHOLE PER C.O.B. STD. DET. NO. SW -4 ® CONSTRUCT SEWER (LEAN OUT PER C.O.B. STD. DET. NO. SW -6 imam CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' HANGS 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 1c FURNISH & INSTALL INTERCONNECT CONDUIT Tq3 TR5 38 FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE O CURVE NUMBER FOR CURVE DESCRIPTION ALONG CURB OTAPER NUMBER FOR TAPER DESCRIPTION ALONG CURB OA ITEM OF WORK - SEE SCHEDULE CTION LETTER SECTION LINE SHEET SECTION IS LOCATED INDEX OF SHEETS SHEET TITLE 1. COVER SHEET 2. NOTES & SPECIFICATIONS 3. MURFREESBORO DRIVE 4. FORT HENRY WAY & MATAMORA WAY 5. DAVIS DRIDGE AVENUE 6. FAIR GARDEN WAY & MOSSY CREEK WAY 7. BLOUNTSVILLE DRIVE 8. FORT SANDERS AVENUE 9. PANAMA LANE 10. OLD RIVER ROAD 11. STRIPING PLAN PANAMA LANE & OLD RIVER ROAD LIST OF MATERIALS ITEM UNIT TOTAL A.C. PAVING TONS 7,711 CL 11 AGG. BASE CUYD 10,444 SUBGRADE PREPARATION SQYD 13,365 6" CURB AND GUTTER LF 14,127 HANDICAP RAMPS EA. 19 DRIVEWAYS SQFT 16,092 SIDEWALK SQFT 56,851 CROSS GUTTERS EA. 5 STANDARD STREET NAME SIGNS EA. 12 METRO STREET NAME SIGNS EA. 4 STOP SIGNS EA. 9 5800 LUMEN STREET LIGHTS EA. 15 MONUMENT ENCASEMENTS EA. 14 CITY OF BAKERSFIELD KE RN COUNTY CALIFORNIA STREET CONSTRUCTION PLANS FOR TRACT NO." PHASE 1 VICINITY MAP N.T.S. PANAMA LANE F:;;T -F-I a (' 70 1 71 1 72 1 73 1 74 1 76 1® _ 1 2 1 3 1 4 1 3 i� (■ 69 I N 1 67 1 66 ' 66 ' 64 j 63 j 62 j 6t j 1444 4 m �50 81- 1 52 1 53 1 54 1 es 1 30 ! t° 1• 1 1 I 1 ! I C; f - Z �'__'• - ■ t■ Q Q 40 4e ' 47 ' 46 1 3 44 I (>; 6 Z I, ILI+— > I' s 4 1 3 1 2 1 1 c9 ® I LL - 0 l■ 6 7j 819110111112 I— to ' I 444+4 r21 20 I 19 1 181 17 1 16 1 15 1 �1 I I I i I VESTING TENTATJVE TRACT NO. 6826 ®SHEETNO. INDEX 6536 & 2 EXST. TRAFFIC SIGNAL TO BE RELOCATED UNDER SEPERATE PLAN. SEE PROPOSED TRAFFIC SIGNAL MODIFICATION PLANS 1. c KEY MAP SCALE: 1" = 200' 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 & STANDARDS SET FORTH BY THE CITY OF BAKERSFIELD HAVE BEEN MET. 3. NO CIN INSPECTIONS WILL BE GIVEN FOR THE WORK IN THIS AREA UNTIL A STREET PERMIT WITH APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINED. ENGINEER'S STATEMENT THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. I AM RESPONSIBLE FOR ALL CALCULATI S AND DRAWINGS ON THESE PLANS AND ANY ERRORS. OMIS O S. OR VIOLATIONS OF THOS R NANCE,S,, STA DARDS AND S GN CRITERIA SHALL BE CO ECTED DURING ICONSTRUCTION. BY. RCYdER MCINTOSH R.C.E. 33,322 DATE EXP. 6-30-16 IN ACCORDANCE WITH THE CONDITIONS OF THE VESTING TENTATIVE MAP, THE IMPROVEMENT PLANS HAVE BEEN REVIEWED BY THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT. ALL IMPROVEMENTS INDICATED AS "PRIVATE" HEREIN ARE PRIVATE AND ARE TO BE PRIVATELY MAINTAINED. APPROVED BY: NICOLAS FIDLER, PUBLIC WORKS DIRECTOR R.C.E. NO. 61069 EXP. 12-31-16 REVIEWED BY: 1 DATE /1—)7- 2-D 1!S ASSISTANT PUBLIC WORKS DIRECTOR REVIEWED BY: i -, (b 13 C7 11 S TRAFFIC ENGINEER BASIS OF BEARINGS: THE BEARING OF N. 89'06'48" W. SHOWN FOR THE NORTH LINE OF THE NORTHEAST QUARTER OF SECTION 30, T. 30S., R. 27E. ON K.C.S. FILED MAP NO. 7-1 BK. 6, PG. 26 IN THE OFFICE OF THE KERN COUNTY SURVEYOR WAS USED AS THE BASIS OF BEARINGS SHOWN HEREON. BENCHMARK USED: TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE INTERSECTION OF OLD RIVER ROAD AND BERKSHIRE ROAD. ELEVATION = 346.42' (USGS DATUM) LEGAL DESCRIPTION: LOTS 1 AND 2 OF SECTION 30, TOWNSHIP 30 SOUTH, RANGE 27 EAST, M.D.B.&M., IN THE CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA, ACCORDING TO THE SALES MAP OF THE LANDS OF THE KERN COUNTY LAND COMPANY IS SAID SECTION 30 FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY ON JANUARY 22, 1892. annum Ym � ��11.H.aby.Il� ... ..� wimmL M010 01 I FIs•, .�•�• t� SIG, VICINITY MAP N.T.S. PANAMA LANE F:;;T -F-I a (' 70 1 71 1 72 1 73 1 74 1 76 1® _ 1 2 1 3 1 4 1 3 i� (■ 69 I N 1 67 1 66 ' 66 ' 64 j 63 j 62 j 6t j 1444 4 m �50 81- 1 52 1 53 1 54 1 es 1 30 ! t° 1• 1 1 I 1 ! I C; f - Z �'__'• - ■ t■ Q Q 40 4e ' 47 ' 46 1 3 44 I (>; 6 Z I, ILI+— > I' s 4 1 3 1 2 1 1 c9 ® I LL - 0 l■ 6 7j 819110111112 I— to ' I 444+4 r21 20 I 19 1 181 17 1 16 1 15 1 �1 I I I i I VESTING TENTATJVE TRACT NO. 6826 ®SHEETNO. INDEX 6536 & 2 EXST. TRAFFIC SIGNAL TO BE RELOCATED UNDER SEPERATE PLAN. SEE PROPOSED TRAFFIC SIGNAL MODIFICATION PLANS 1. c KEY MAP SCALE: 1" = 200' 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 & STANDARDS SET FORTH BY THE CITY OF BAKERSFIELD HAVE BEEN MET. 3. NO CIN INSPECTIONS WILL BE GIVEN FOR THE WORK IN THIS AREA UNTIL A STREET PERMIT WITH APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINED. ENGINEER'S STATEMENT THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. I AM RESPONSIBLE FOR ALL CALCULATI S AND DRAWINGS ON THESE PLANS AND ANY ERRORS. OMIS O S. OR VIOLATIONS OF THOS R NANCE,S,, STA DARDS AND S GN CRITERIA SHALL BE CO ECTED DURING ICONSTRUCTION. BY. RCYdER MCINTOSH R.C.E. 33,322 DATE EXP. 6-30-16 IN ACCORDANCE WITH THE CONDITIONS OF THE VESTING TENTATIVE MAP, THE IMPROVEMENT PLANS HAVE BEEN REVIEWED BY THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT. ALL IMPROVEMENTS INDICATED AS "PRIVATE" HEREIN ARE PRIVATE AND ARE TO BE PRIVATELY MAINTAINED. APPROVED BY: NICOLAS FIDLER, PUBLIC WORKS DIRECTOR R.C.E. NO. 61069 EXP. 12-31-16 REVIEWED BY: 1 DATE /1—)7- 2-D 1!S ASSISTANT PUBLIC WORKS DIRECTOR REVIEWED BY: i -, (b 13 C7 11 S TRAFFIC ENGINEER BASIS OF BEARINGS: THE BEARING OF N. 89'06'48" W. SHOWN FOR THE NORTH LINE OF THE NORTHEAST QUARTER OF SECTION 30, T. 30S., R. 27E. ON K.C.S. FILED MAP NO. 7-1 BK. 6, PG. 26 IN THE OFFICE OF THE KERN COUNTY SURVEYOR WAS USED AS THE BASIS OF BEARINGS SHOWN HEREON. BENCHMARK USED: TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE INTERSECTION OF OLD RIVER ROAD AND BERKSHIRE ROAD. ELEVATION = 346.42' (USGS DATUM) LEGAL DESCRIPTION: LOTS 1 AND 2 OF SECTION 30, TOWNSHIP 30 SOUTH, RANGE 27 EAST, M.D.B.&M., IN THE CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA, ACCORDING TO THE SALES MAP OF THE LANDS OF THE KERN COUNTY LAND COMPANY IS SAID SECTION 30 FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY ON JANUARY 22, 1892. annum hA STANDARD NOTES (CONT. 16. CONTRACTOR SHALL PROVIDE 1 SPARE STREET LIGHT. FOR EVERY 10 INSTALLED TO CITY OF BAKERSFIELD, PUBLIC WORKS DEPT. GENERAL SERVICES DIVISION. 17. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPT. FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT-OF-WAY AND INSURANCE SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. 18. AGGREGATE BASE: AGGREGATE BASE MATERIAL FOR ARTERIAL do COLLECTOR ROADWAYS SHALL MEET THE SPECIFICATIONS FOR CLASS 2 AGGREGATE BASE (CL 2 AB) CONFORMING TO SECTION 26 OF THE STATE STANDARD SPECIFICATIONS, LATEST EDITION; HOWEVER, NO RECYCLED OR RECLAIMED MATERIAL WILL BE ALLOWED. BASE MATERIAL IN LOCAL ROADS SHALL BE EITHER CL 2 AB OR CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200-2.4 OF THE "GREENBOOK'. AGGREGATE BASE SHALL BE FURNISHED AND PLACED IN ACCORDANCE WITH THE CONTRACT PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION AND THESE DETAILED SPECIFICATIONS. AGGREGATE BASE SHALL BE GRADED TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D-1557. 19. SUBGRADE PREPARATION: THE CONTRACTOR SHALL FINE GRADE AND COMPACT STREET SUBGRADE IN ACCORDANCE WITH THE CONTRACT PLANS, CITY REQUIREMENTS AND STANDARD SPECIFICATIONS. SUBGRADE SHALL BE GRADED TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D-1557. 20. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/ SUBDIVIDER/CONTRACTOR. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. 21. DUST CONTROL CONTRACTOR SHALL OBTAIN A COPY OF THE DUST CONTROL PLAN (DCP) FOR THIS PROJECT FROM THE DEVELOPER, AND SHALL KEEP A COPY ON SITE AT ALL TIMES. FOR THE DURATION OF CONTRACTOR'S OCCUPANCY OF THE SITE, CONTRACTOR IS REQUIRED TO COMPLY WITH THE PROVISIONS OF SAID PLAN. 22. STORM WATER POLLUTION PREVENTION CONTRACTOR SHALL OBTAIN A COPY OF THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) FOR THIS PROJECT FROM THE DEVELOPER, AND SHALL KEEP A COPY ON SITE AT ALL TIMES. FOR THE DURATION OF CONTRACTOR'S OCCUPANCY OF THE SITE, CONTRACTOR IS REQUIRED TO COMPLY WITH THE PROVISIONS OF SAID PLAN. 23. CONSTRUCTION OPERATIONS SHALL BE ACTIVELY IN PROGRESS ONLY BETWEEN THE HOURS OF 8:30 A.M. - 4:00 P.M., MONDAY THROUGH FRIDAY, EXCEPT LEGAL HOUDAYS. WHERE CONSTRUCTION OPERATIONS ARE ACTIVELY IN PROGRESS, A MINIMUM OF ONE TRAFFIC LANE, NOT LESS THAN TWELVE FEET IN WIDTH, SHALL BE OPEN FOR USE BY PUBLIC TRAFFIC. WHERE CONSTRUCTION OPERATIONS ARE NOT ACTIVELY IN PROGRESS, NOT LESS THAN TWO SUCH LANES SHALL BE OPEN FOR USE BY PUBLIC TRAFFIC. PUBLIC TRAFFIC MAY BE PERMITTED TO USE THE SHOULDERS AND, IF HALF -WIDTH CONSTRUCTION METHODS ARE USED, MAY ALSO BE PERMITTED TO USE THE SIDE OF THE ROADBED OPPOSITE TO THE ONE UNDER CONSTRUCTION. NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR ANY SHAPING OF SHOULDERS NECESSARY FOR THE ACCOMMODATION OF PUBLIC TRAFFIC THEREON DURING PAVING OPERATIONS. IN ORDER TO EXPEDITE THE PASSAGE OF PUBLIC TRAFFIC THROUGH OR AROUND THE WORK AND WHERE ORDERED BY THE ENGINEER, THE CONTRACTOR SHALL, AT HIS OWN EXPENSE, FURNISH, INSTALL AND MANTAIN CONSTRUCTION AREA SIGNS, LIGHTS, FLARES, TEMPORARY RAILING (TYPE K), BARRICADES, AND OTHER FACILITIES FOR THE SOLE CONVENIENCE AND DIRECTION OF PUBLIC TRAFFIC. ALSO, WHERE DIRECTED BY THE ENGINEER, THE CONTRACTOR SHALL FURNISH COMPETENT FLAGMEN WHOSE SOLE DUTIES SHALL CONSIST OF DIRECTING THE MOVEMENT OF PUBLIC TRAFFIC THROUGH OR AROUND THE WORK. 24. REMOVE TRAFFIC STRIPES AND PAVEMENT MARKINGS. TRAFFIC STRIPES AND PAVEMENT MARKINGS TO BE REMOVED WILL BE AS SHOWN ON PLANS AND AS DESIGNATED BY THE ENGINEER. TRAFFIC STRIPES AND PAVEMENT MARKINGS SHALL BE REMOVED TO THE FULLEST EXTENT POSSIBLE FROM THE PAVEMENT BY ANY METHOD THAT DOES NOT MATERIALLY DAMAGE THE SURFACE OR TEXTURE OF THE PAVEMENT OR SURFACING. WHERE BLAST CLEANING IS 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 ALLOWED TO ENTER THE AREA THAT IS OPEN TO THE PUBUC TRAFFIC. SAND OR OTHER MATERIAL DEPOSITED ON THE PAVEMENT AS A RESULT OF REMOVING TRAFFIC STRIPES AND MARKINGS SHALL BE REMOVED AS THE WORK PROGRESSES. ACCUMULATIONS OF SAND OR OTHER MATERIAL WHICH MIGHT INTERFERE WITH DRAINAGE OR MIGHT CONSTITUTE A HAZARD TO TRAFFIC WILL NOT BE PERMITTED. TRAFFIC STRIPES SHALL BE REMOVED BEFORE ANY CHANGE IS MADE IN THE TRAFFIC PATTERN. BLAST CLEANING FOR REMOVAL OF TRAFFIC STRIPES SHALL BE FEATHERED OUT TO IRREGULAR AND VARYING WIDTHS. PAVEMENT MARKINGS SHALL BE REMOVED BY BLAST CLEANING A RECTANGULAR AREA, RATHER THAN JUST LETTERING OR MARKINGS, SO THE OLD MESSAGE CANNOT BE IDENTIFIED. AFTER REMOVAL OF TRAFFIC STRIPES AND PAVEMENT MARKINGS, A FOG SEAL COAT SHALL BE APPLIED IN CONFORMANCE WITH THE PROVISIONS IN SECTION 37, BITUMINOUS SEALS", OF THE STANDARD SPECIFICATIONS AND THE FOLLOWING: IN TRAFFIC STRIPE REMOVAL AREAS, THE FOG SEAL COAT SHALL BE APPLIED OVER THE TRAFFIC STRIPE REMOVAL AREA AND TO IRREGULAR AND VARYING WIDTHS WITH AN AVERAGE WIDTH OF 2 FEET ON EACH SIDE OF THE BLAST CLEANED TRAFFIC STRIPE REMOVAL AREA. IN PAVEMENT MARKING REMOVAL AREAS, THE FOG SEAL COAT SHALL BE APPLIED TO THE BLAST CLEANED RECTANGULAR AREA. FULL COMPENSATION FOR FURNISHING AND APPLYING FOG SEAL AS SPECIFIED HEREIN SHALL BE CONSIDERED AS INCLUDED IN THE CONTRACT PRICE PAID PER SQUARE FOOT FOR REMOVAL OF TRAFFIC STRIPE AND PAVEMENT MARKING AND NO SEPARATE PAYMENT WILL BE MADE THEREFORE, NOTHING IN THESE SPECIAL PROVISIONS SHALL RELIEVE THE CONTRACTOR FROM HIS RESPONSIBILITIES AS PROVIDED IN SECTION 7-1.09, "PUBLIC SAFETY," OF THE STANDARD SPECIFICATIONS. TRAFFIC STRIPES AND PAVEMENT MARKINGS. TRAFFIC STRIPES AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC AND SHALL CONFORM TO SECTION 84-2; "THERMOPLASTIC TRAFFIC STRIPES AND PAVEMENT MARKINGS," OF THE STANDARD SPECIFICATIONS. PAVEMENT MARKERS. PAVEMENT MARKERS SHALL CONFORM TO SECTION 85 "PAVEMENT MARKERS' OF THE STANDARD SPECIFICATIONS. TRAFFIC DELINEATION. IMMEDIATELY AFTER ANY CONSTRUCTION OPERATIONS WHERE TRAFFIC DELINEATION IS OBLITERATED OR WHEN DIRECTED BY THE ENGINEER, THE CONTRACTOR SHALL REPLACE ALL OBLITERATED PAVEMENT DELINEATION WITH TEMPORARY DELINEATION DURING THE SAME WORK PERIOD, AND IN NO CASE LATER THAN 7:30 A.M. FOLLOWING SUCH WORK PERIOD. TEMPORARY DELINEATION CONSISTS OF REFLECTIVE TRAFFIC LINE TAPE APPLIED IN PIECES NOT LESS THAN 4 INCHES LONG NOR LESS THAN 4 INCHES WIDE, SPACED NO MORE THAN 20 FEET APART ON TANGENTS AND NO MORE THAN 10 FEET APART ON CURVES. APPLY REFLECTIVE TRAFFIC UNE TAPE IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. TEMPORARY DEUNATION MUST BE THE SAME COLOR AS THE PERMANENT DELINEATION. REMOVE TEMPORARY DELINEATION APPLIED TO ASPHALT CONCRETE PATCHES IMMEDIATELY PRIOR TO APPLYING ASPHALTIC EMULSION TACKCOAT FOR ASPHALT CONCRETE OVERLAY. TRAFFIC STRIPES AND PAVEMENT MARKINGS SHALL CONFORM TO SECTION 84, 'TRAFFIC STRIPES & PAVEMENT MARKINGS." OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. TRAFFIC STRIPES AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC AND SHALL CONFORM TO SECTION 84-2, "THERMOPLASTIC TRAFFIC STRIPES AND PAVEMENT MARKINGS". PAVEMENT MARKERS SHALL CONFORM TO SECTION 85 "PAVEMENT MARKERS," AND THESE SPECIAL PROVISIONS: PAVEMENT MARKERS SHALL BE PLACED WITH RAPID SET EPDXY PER SECTION 95-2.04 OF THE STANDARD SPECIFICATIONS. ASPHALT CONCRETE PAVING NOTES: 1. ASPHALT CONCRETE SHALL BE TYPE 'A' (MODIFIED) FOR ALL ARTERIAL AND COLLECTOR STREETS AND TYPE B (MODIFIED) FOR LOCAL STREETS AND SHALL CONFORM TO THE PROVISIONS IN SECTION 39, "ASPHALT CONCRETE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. 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 SECTION 39-2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS FOR 3/4" MAXIMUM, MEDIUM GRADING. 3. ASPHALT BINDER FOR TYPE A (MODIFIED) ASPHALT CONCRETE SHALL BE PG 64-10 PERFORMANCE GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER. ASPHALT BINDER FOR TYPE B (MODIFIED) ASPHALT CONCRETE SHALL BE PG 64-10 PERFORMANCE GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER. THE ASPHALT BINDER SHALL CONFORM TO THE REQUIREMENTS IN THE TABLE FOR "STEAM -REFINED PAVING ASPHALTS," IN SECTION 92-1.02, "GRADES," OF THE STANDARD SPECIFICATIONS. 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 PROPOSED FOR USE IN THE WORK. THE AMOUNT OF ASPHALT BINDER SHALL BE APPROVED BY THE ENGINEER. 5. AT LEAST 14 DAYS PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL SUBMIT THE FOLLOWING FOR THE CITY ENGINEER'S REVIEW AND APPROVAL A. A LIST OF AGGREGATE AND ASPHALT SOURCES. B. DOCUMENTATION VERIFYING THAT THE AGGREGATES TO BE INCORPORATED IN THE WORK CONFORM TO THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MATERIAL SIEVE ANALYSIS AND SAND EQUIVALENT TEST RESULTS SHOULD NOT BE OLDER THAN SIX (6) MONTHS. ALL OTHER TEST RESULTS SHALL BE NO OLDER THAN ONE (1) YEAR. C. AN ASPHALT CONCRETE MIX DESIGN DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 367. LABORATORY TEST RESULTS ON WHICH THE DESIGN IS BASED SHALL BE SUBMITTED WITH THE MIX DESIGN ALONG WITH THE THEORETICAL MAXIMUM DENSITY OF THE DESIGN MIXTURE AS DETERMINED BY ASTM D2041. THE ASPHALT CONCRETE MIX SHALL MEET THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. IF THE DATA SUBMITTED SHOWS THAT THE MATERIALS ARE SUBSTANTIALLY THE SAME AS WHEN THE DESIGN WAS PREPARED, THE DESIGN MAY BE UP TO THREE (3) YEARS OLD. THE CONTRACTOR SHALL BEAR ALL COSTS ASSOCIATED WITH THE ASPHALT CONCRETE MIX DESIGN. 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 CENTERLINE OF THE STREET, AND AT A MINIMUM DISTANCE OF ONE (1) FOOT FROM THE EXISTING EDGE OF PAVEMENT. 7. A PRIME COAT WILL NOT BE REQUIRED ON NON -PAVED AREAS TO BE SURFACED PRIOR TO THE PLACEMENT OF ASPHALT CONCRETE. HOWEVER, ALL OTHER REQUIREMENTS OF SECTION 39-4.01, "SUBGRADE," OF THE STANDARD SPECIFICATIONS SHALL BE MET. 8. THE AREA TO WHICH PAINT BINDER HAS BEEN APPLIED SHALL BE CLOSED TO PUBLIC TRAFFIC. CARE SHALL BE TAKEN TO AVOID TRACKING BINDER MATERIAL ONTO THE EXISTING PAVEMENT SURFACE BEYOND THE LIMITS OF CONSTRUCTION. 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 NORMAL PAVING OPERATIONS. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. 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 HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED 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 BEING ATTAINED AND THAT THE MATERIALS OR PROCEDURES OR BOTH, IF NEEDED, NEED ADJUSTMENT. ASPHALT CONCRETE SPREADING OPERATIONS SHALL NOT CONTINUE UNTIL THE CONTRACTOR HAS NOTIFIED THE CITY ENGINEER OF THE ADJUSTMENT THAT WILL BE MADE IN ORDER TO MEET THE REQUIRED COMPACTION. IF ANY SUCCESSIVE TEST AFTER NOTICE IS GIVEN DOES NOT MEET THE SPECIFIED RANGE, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHAD_ BE REMOVED AND REPLACED WITH MATERIAL 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-PLACE 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. ZINC 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. 18. 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 EITHER 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 ' S0% 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 95% 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 POINT SHALL NOT VARY MORE THAN 0.04 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. B. 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: 1. 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 REQUIRED. THE TRENCHES SHALL BE OF WIDTH AS SHOWN ON STANDARD S-39 AND DETAILED SECTIONS ON THE PLANS FOR PROPER PIPE INSTALLATION. THE HOLES FOR BELLS AND FITTINGS SHALL BE EXCAVATED BY HAND, TO A WIDTH PROVIDING UNIFORM BEARING ALONG THE LENGTH OF THE PIPE. IT IS THE INTENTION OF THESE REQUIREMENTS TO PROVIDE FIRM, UNIFORM BEARING FOR THE PIPE. CONTRACTOR SHALL PROVIDE TRENCHING IN ACCORDANCE WITH THE DETAILED SECTIONS PROVIDED IN THE PLANS. SELECTION OF TRENCH TYPES WILL BE AS REQUIRED BY THE TYPES OF PIPE SELECTED FOR CONSTRUCTION. STORM DRAIN AND UTILITY CONDUIT INSTALLATIONS SHALL MEET CITY STANDARD S-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 SHALL BE SUFFICIENT CAUSE FOR THE STATE DIVISION TO IMMEDIATELY SUSPEND ALL WORK. COMPENSATION FOR LOSSES INCURRED BY THE CONTRACTOR BY SUCH AN EMERGENCY SUSPENSION SHALL NOT BE ALLOWED. DURING BACKFILLING, THE BOTTOM OF THE SHORING SHALL BE KEPT ABOVE THE LEVEL OF THE BACKFILL AT ALL TIMES. SECTION 6422 OF THE CALIFORNIA LABOR CODE REQUIRES THE CONTRACTOR TO SUBMIT TO THE ENGINEER A DETAILED PLAN, DRAWING THE DESIGN OF SHORING, BRACING, SLOPING OR OTHER PROVISIONS TO BE MADE BY THE CONTRACTOR FOR THE PURPOSE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF TRENCHES NECESSARY FOR THE CONSTRUCTION OF THE PROJECT. IF SUCH PLAN VARIES FROM THE SHORING SYSTEM STANDARD ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, THE PLANS SHALL BE PREPARED AND CERTIFIED BY A REGISTERED CIVIL OR STRUCTURAL ENGINEER; HOWEVER, USE OF SYSTEMS THAT ARE LESS EFFECTIVE THEN THOSE REQUIRED BY THE CONSTRUCTION SAFETY ORDERS IS PROHIBITED ON THIS PROJECT. k, TRENCHES SHALL NOT BE LEFT OPEN FARTHER THAN THREE HUNDRED (300) FEET IN ADVANCE OF PIPE LAYING OPERATIONS OR TWO HUNDRED (200) FEET TO THE REAR THEREOF, UNLESS OTHERWISE PERMITTED BY THE ENGINEER. ALL WORK SHALL CONFORM TO THE APPLICABLE SECTIONS OF THE STANDARD SPECIFICATIONS, DATED JULY, 1992. BEDDING CLASS SHALL BE AS SPECIFIED IN THE PIPE OPTIONS. STORM DRAIN AND UTILITY CONDUIT INSTALLATIONS SHALL BE IN ACCORDANCE WITH CITY STANDARD S-39, EXCEPT THAT COMPACTION SHALL BE NO LESS THAN NINETY PERCENT (90%) UP TO THIRTY INCHES (30") FROM FINISHED GRADE. BACKFILL MATERIALS IN THE PIPE ZONE SHALL BE PLACED IN LAYERS NOT TO EXCEED TWELVE (12) INCHES SIMULTANEOUSLY, ON EACH SIDE OF THE PIPE, IN SUCH A MANNER AS NOT TO DAMAGE OR DISTURB THE PIPE OR ITS ALIGNMENT AND GRADE. BACKFILL MATERIAL ABOVE THE PIPE ZONE SHALL BE FREE OF DELETERIOUS MATERIALS AND LUMPS OR STONES EXCEEDING THREE (3) INCHES IN GREATEST DIMENSION AND SHALL BE PLACED IN LAYERS NOT EXCEEDING EIGHTEEN (18) INCHES. EACH LAYER SHALL BE THOROUGHLY COMPACTED BY VIBRATORY OR MECHANICAL TAMPING, OR BY A COMBINATION OF THESE METHODS. FLOODING AND JETTING SHALL NOT BE ALLOWED. THERE MUST BE AT LEAST ONE FOOT OF COVER OVER THE PIPE BEFORE COMPACTION ABOVE THE PIPE ZONE WILL BE ALLOWED. IMPORTED BEDDING AND BACKFILL MATERIAL SHALL BE OBTAINED, AND ANY EXCESS BEDDING AND BACKFILL MATERIAL SHALL BE DISPOSED, BY ANY LEGAL MEANS AT THE DISPOSAL OF THE CONTRACTOR. THE CONTRACTOR MAY SUBMIT TO THE ENGINEER SIEVE ANALYSIS FOR UTIUZA11ON OF IN-SITU MATERIALS. ACHIEVING FIRM BEDDING BELOW PIPE SPRINGLINE, CONTRACTOR SHALL PROVIDE "FIRM BEDDING" SUPPORT FOR THE PIPE BELOW THE SPRINGUNE. FIRM BEDDING MEANS THAT THE PIPE MUST REST ON THE GRANULAR MATERIAL SPECIFIED PREVIOUSLY IN THE SPECIFICATIONS. BELL OR COUPLING HOLES SHALL BE CAREFULLY EXCAVATED AT PROPER INTERVALS, SO THAT NO PART OF THE LOAD IS SUPPORTED BY THE BELLS OR COUPLINGS. DURING BEDDING AND BACKFILUNG, CONSOUDA11ON OF MATERIAL AROUND AND UNDER BELLS AND COUPLINGS SHALL BE AVOIDED. CONTRACTOR SHALL SHOVEL -SLICE OR HAND TAMP BEDDING IN THE HAUNCH AREAS, AS THIS WILL MINIMIZE VOIDS BENEATH THE PIPE AND IN THE HAUNCH AREAS. SHOVEL-SUCING OR HAND TAMPING SHALL BE DONE BEFORE THE BEDDING IS BROUGHT UP TO THE QUARTER POINT 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 CONSOLIDATION, THE FINAL DEPTH SHALL BE AT LEAST TO THE ELEVATION SHOWN ON 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 BACKFILL ABOVE THE LEVEL OF INITIAL BACKFILL, THE TRENCH MAY BE BACKFILLED WITH NATIVE MATERIAL RESULTING FROM TRENCH EXCAVATION, OR AT THE OPTION OF THE CONTRACTOR, SELECT IMPORTED MATERIALS MAY BE USED. NATIVE MATERIAL OR IMPORTED MATERIAL MAY BE COMPACTED BY TAMPING AND/OR ROWING, USING EQUIPMENT AND METHODS APPROVED BY THE ENGINEER. WHEN THE CONTRACTOR COMPACTS BY TAMPING AND/OR ROWING, THE BACKFILL MATERIAL SHALL BE PLACED IN LAYERS NOT EXCEEDING EIGHTEEN (18) INCHES IN LOOSE DEPTH, EACH LAYER BEING THOROUGHLY COMPACTED BY TAMPING AND/OR ROWNG BEFORE SUCCEEDING LAYERS ARE PLACED. COMPACTION OF SUBSEQUENT BACKFILL WITHIN TWO AND ONE-HALF (2-1/2) FEET OF FINISHED PERMANENT SURFACING GRADE SHALL BE ACCOMPLISHED BY TAMPING AND/OR ROLLING AS SPECIFIED ABOVE. WHERE THE TRENCH IS WITHIN THE PAVEMENT ON STREETS, THE BACKFILL WITHIN TWO AND ONE-HALF (2-1/2) FEET OF FINISHED PERMANENT GRADE SHALL BE COMPACTED TO NINETY PERCENT (907.) RELATIVE COMPACTION. SUBSEQUENT BACKFILL PLACED BY TAMPING AND/OR ROLLING SHALL BE FREE FROM STONES OR LUMPS EXCEEDING THREE (3) INCHES IN GREATEST DIMENSIONS, VEGETABLE MATTER, OR OTHER UNSATISFACTORY MATERIALS. IN NO CASE SHALL JETTING BE ALLOWED FOR BACKFILL COMPACTION WITHIN THE STREET. WHEN APPROVED BY THE ENGINEER, JETTING MAY BE USED IN NON -STREET AREAS. BACKFILL TESTING AND COMPACTION. TESTING OF BACKFILL MATERIALS AND COMPACTION SHALL BE IN ACCORDANCE WITH SECTION 19, "EARTHWORK" AND SECTION 6-3, "TESTING", OF THE STANDARD SPECIFICATIONS, STATE OF CALIFORNIA, DEPARTMENT OF PUBLIC WORKS, DIVISION OF HIGHWAYS. EACH LAYER OF BACKFILL MATERIAL SHALL MEET THE COMPACTION, SAND EQUIVALENT, AND GRADATION REQUIREMENTS BEFORE THE NEXT LAYER IS PLACED. EACH LAYER OF BACKFILL SHALL BE THOROUGHLY COMPACTED TO THE RELATIVE COMPACTION OF NOT LESS THAN IS SHOWN ON CITY OF BAKERSFIELD STANDARD S-39 AS MODIFIED ON THE CONTRACT PLANS, EXCEPT THAT COMPACTION WITHIN THE ROADWAY STRUCTURAL SECTION SHALL BE NO LESS THAN NINETY PERCENT (90%) RELATIVE COMPACTION FOR THE TOP FINISHED 30% AND SHALL BE DETERMINED BY CALIFORNIA TEST METHODS 216 OR 231, OR ASTM (CURRENT EDITION) D1557 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 TESTS WILL BE THE SUBDIVIDERS RESPONSIBILITY. THE NUMBER AND LOCATIONS OF THE TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. 4. ALL MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWINGS S-7, S-8, AND S-21 AND SECTIONS 70-1.02H AND 71-1.07 OF THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, CURRENT EDITION. ALL CLEANOUTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWING S-20. MANHOLES SHALL BE TYPE "A" FOR PIPES UNDER 48" IN DIAMETER AND TYPE "B" FOR PIPES 48" IN DIAMETER OR LARGER. UNLESS NOTED OTHERWISE. THE BOTTOM MANHOLE BARREL AT THE MANHOLE FOUNDATION SHALL BE SET ON A 2" MORTAR BED OR SET ON KENT -SEAL, IN A GROOVED FOUNDATION. STORM DRAIN NOTES: 1. STORM DRAIN PIPE STORM DRAIN PIPE. CONTRACTOR SHALL UTILIZE RCP PIPE, CLASS III WITH RUBBER GASKET JOINTS PER ASTM SPECIFICATION C-76, UNLESS OTHERWISE NOTED ON THE CONTRACT PLANS. REINFORCED CONCRETE PIPE. REINFORCED CONCRETE PIPE SHALL CONFORM TO THE PROVISIONS IN SECTION 65, "REINFORCED CONCRETE PIPE", OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. EXCEPT AS OTHERWISE DESIGNATED BY CLASSIFICATION ON THE PLANS OR IN THE SPECIFICATIONS, JOINTS FOR CULVERT AND DRAINAGE PIPES SHALL CONFORM TO THE PLANS OR SPECIFICATIONS FOR STANDARD JOINTS. HYDROSTATIC TESTS SPECIFIED BY SECTION 65-1.08 "LAYING SIPHON AND PRESSURE PIPE", OF THE STANDARD SPECIFICATIONS WILL NOT BE REQUIRED. REINFORCED CONCRETE PIPE SHALL HAVE RUBBER GASKETED JOINTS CONFORMING TO SECTION 65-1.06B, "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 APPLIANCES SHALL BE USED FOR THE SAFE LOADING, HAULING, 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 LAID UNTIL THE ENGINEER INSPECTS AND APPROVES THE CONDITION OF THE BOTTOM OF THE TRENCH. PIPE SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. PIPE LAYING SHALL BEGIN FROM THE DOWNSTREAM END OF THE STORM DRAIN OR AS DIRECTED BY THE ENGINEER. PIPE LAYING SHALL PROCEED WITH EACH PIECE LAID TRUE TO LINE AND GRADE, AND IN SUCH A MANNER AS TO FORM A CLOSE CONCENTRIC JOINT WITH THE ADJOINING PIPE AND TO PREVENT SUDDEN OFFSETS IN THE FLOW LINE. AS THE WORK PROGRESSES, THE INTERIOR OF THE PIPE SHALL BE CLEARED OF ALL DIRT AND DEBRIS OF EVERY DESCRIPTION. PIPE SHALL NOT BE LAID WHEN THE CONDITION OF THE TRENCH OR THE WEATHER IS UNSUITABLE. AT TIMES WHEN WORK IS NOT IN PROGRESS, OPEN ENDS OF PIPE AND FITTINGS SHALL BE CLOSED. NTH BELLED END PIPE, BELL HOLES SHALL THEN BE EXCAVATED AT EACH JOINT TO 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 SIX (6) HOLES SHALL BE EXCAVATED AHEAD OF ACTUAL PIPE LAYING, ON ACCOUNT OF THE VARIATIONS IN JOINT CONSTRUCTION OPERATIONS. THE CONTRACTOR SHALL MAKE PROVISIONS FOR PREVENTING FOREIGN MATERIAL FROM BEING FLUSHED INTO AN EXISTING STORM DRAIN LINE. CUTTING PIPE. THE CONTRACTOR SHALL PERFORM ALL WORK OF CUTTING PIPE AND SPECIAL CASTING NECESSARY TO THE ASSEMBLY, ERECTION, AND COMPLETION OF THE WORK. ALL PIPE SHALL BE CUT TO FIT ACCURATELY, WITH SMOOTH EDGES AND FACES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CORRECTNESS OF CUTTING AND NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR ANY MATERIALS WHICH ARE DAMAGED OR INCORRECTLY CUT. k? CASING OR SMOOTH OUTSIDE WALLED PIPE FOR BORED/JACKED PIPE SHALL BE INSTALLED. IT SHALL HAVE EVEN BEARING THROUGHOUT ITS LENGTH AND SHALL SLOPE TOWARD ONE END. SPACE BETWEEN CASING AND PIPELINE SHALL BE BACKFILLED WITH SAND. IF THE PIPE AND CASING ARE INSTALLED BY BORING, THE SPACE AROUND THE CASING ALSO SHALL BE BACKFILLED WITH GROUT OR SAND. THE ENDS OF SPACE BETWEEN THE CASING AND THE PIPE SHALL BE SEALED WITH GROUT. THE STRENGTH OF PIPE DESIGNATED IN THE PLANS OR SPECIFICATIONS IS DETERMINED FOR VERTICAL LOAD ONLY ANY ADDITIONAL STRENGTH REQUIRED BY BORING/JACKING OPERATIONS SHALL BE FURNISHED AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER FOR APPROVAL ALL PLANS OF BORING/JACKING OPERATIONS PRIOR TO BORING OR JACKING. BORING/JACKING OPERATIONS SHALL BE CONDUCTED IN A SAFE AND EFFICIENT MANNER, CONSISTENT WITH CURRENT ACCEPTED PROCEDURES. WATER BORING SHALL NOT BE PERMITTED. THE CASING PIPE SHALL BE JACKED WITH SUCH PRECISION THAT WILL ALLOW THE REPLACEMENT OF THE PIPELINE TO THE LINE AND GRADE AS INDICATED ON THE PLANS. UPON COMPLETION OF THE INSTALLATION OF THE CASING AND INSTALLATION OF THE PIPELINE TO GRADE, THE VOID BETWEEN THE CASING OR RC PIPE AND THE EXCAVATION SHALL BE COMPLETELY FILLED WITH SAND, COMPACTED BY THE USE OF AIR -BLOWING SAND EQUIPMENT OR ANY OTHER MEANS ACCEPTABLE TO THE ENGINEER UPON HIS APPROVAL IT IS THE CONTRACTOR'S RESPONSIBIUTY TO MAINTAIN A SAFE OPERATION AT ALL TIMES. SHOULD THE TUNNEL HEADING OPERATIONS RESULT IN DANGEROUS OR UNREASONABLE SLOUGHING OF MATERIAL WHICH MAY JEOPARDIZE THE SAFETY OF WORKERS OR THE STABILITY OF THE SOIL AND ROADWAY ABOVE, THE CONTRACTOR SHALL FURNISH AND INSTALL 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 REVIEW AND APPROVAL. ANY AND ALL EXPENSES THEREFORE WILL BE CONSIDERED AS INCLUDED IN THE BID PRICE AND NO ADDITIONAL COMPENSATION WILL BE MADE THEREFORE. 3. MINOR STRUCTURES MINOR STRUCTURES. PORTLAND CEMENT CONCRETE MINOR STRUCTURES SHALL CONFORM, IN DESIGN, MATERIALS, AND CONSTRUCTION, TO THE PROVISIONS OF SECTIONS 70-1.02 H OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MANHOLES SHALL CONFORM TO THE CITY OF BAKERSFIELD STANDARDS S-7 AND S-8. DROP INLETS SHALL CONFORM TO THE CITY OF BAKERSFIELD STANDARD S-12. TEMPORARY INLET GRATES SHALL CONFORM TO DETAILS ON THE PLANS. THE PRECAST CYLINDER, TAPER, AND ECCENTRIC FLAT TOP SECTIONS SHALL MEET THE STRENGTH REQUIREMENT OF ASST. C-478. EACH SUCCESSIVE MANHOLE SECTION SHALL BE SET ON A BED OF PORTLAND CEMENT GROUT OR "KENT SEAL" TO MAKE A WATERTIGHT JOINT, SHALL BE NEATLY POINTED ON THE INSIDE, AND SHALL BE SET PLUMB. SURVEY MONUMENT AND FRAME AND COVER WITH ENCASEMENTS SHALL BE ADJUSTED OR INSTALLED NEW TO FINISH GRADE AT THE LOCATIONS SHOWN ON THE PLANS, IN ACCORDANCE WITH THESE SPECIAL PROVISIONS, AND CITY STANDARD S-29. THE SURFACE OF THE CONCRETE SHALL BE PROTECTED FROM PUBLIC TRAFFIC FOR A MINIMUM OF THREE DAYS. AT THE OPTION OF THE CONTRACTOR. MINOR CONCRETE CONTAINING A MINIMUM OF SEVEN SACKS OF CEMENT PER CUBIC YARD MAY BE USED AND THE TIME REQUIRED FOR PROTECTION OF THE CONCRETE SURFACE FROM PUBLIC TRAFFIC SHALL BE REDUCED TO A MINIMUM OF ONE DAY. THE MONUMENT WILL BE SET BY THE OTHERS. THE OWNER WILL PROVIDE SURVEYS. CONTRACTOR SHALL GIVE THE OWNER 24 HOURS NOTICE WHEN SURVEYS ARE REQUIRED. ANY MONUMENT FRAME OR COVER DAMAGED BY THE CONTRACTOR OR HIS OPERATIONS SHALL BE REPLACED BY THE CONTRACTOR AT NO COST TO THE OWNER. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, A DEPOSIT BASED ON APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT-OF-WAY AND INSURANCE SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. rn 0 M M F- rn � Q oU 0 z L_ < J W U 00W o (n v N m w x < m N d 0 W W � w N co Z V Q � J J CL < 2 m coo Z n < go P Z "c m 'd V mg IL z ¢ V Z a) W � o > V D W J W O (� 8 rz g W W � w N co Z V Q � J J CL < 2 m coo Z < go P Z "c m 'd V mg IL z ¢ V Z a) W � o > V D W J W O (� 8 rz g W W � w N CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C1 20.00' 31.42' 20.00' 90'00'00" C2 35.00' 27.13' 14.29' 44'24'55' C3 42.00' 197.06' 42.87' 268'49'50" FORT HENRY WAY I { I I I I I I SEE SHEET 4 0: 11 I r N -3 r _ r I _j >_ I _j >_ I _j I J I >�_ _j 1 Q� N I 65 I ( s I C 1 m0 F; a I ■ OJO wj I c1 > > 4r1 > >W ems} Wr > w� d Q I � I Wry > GN -d 1 cots O•- 1 c8 1 O 1 O& I O+ ( O� to Ndl 1 r`r I 1 r� I �Ln �+ I 1 rr _jw° I m op J + + + N I 1 + I) - n i -dl -- �T- I cidLo IQ� �rI -� 7 O I d�N 71 I 72 I 73 74 Q I 3 75 76 SNL Q 1 3+ z Q�M I vv~i N 1 a 1 2 Ig O I U.. 1 1 W I 11 1 I u:1 •I d 1 " I 1 � O Q O 3 W 3: z =• I Q N N ++ I co cp I �- ,�1 w I + t[> Q ++ li + 1 a r 00 GRADING AGREEMENT ■ MN I �' M 9fY 1 CURVE NUMBER FOR CURVE DESCRIPTION ALONG CURB I -I ■ o � v" .t a d i -- - - --- �, - - - ---- - - - - -- - III ■■ F d`$I d`�'1� 1 -d`8Jl1 dI I I I IO a o co tdaC 1 81 +1 +1 +1 +1 +1 O 3 ,)cI I 1/W W 2 I630Y1 I N1 '� 3 N- :.., o $ ci - o . 11+00 12+00 '" 13+00 S 89'06'17" E 48144' 14+00 ale DRAIN g I 10 00 - - - - - 630Y2 s s 8" SEWER c s s -@s 8" SEVER 8 d d-1 d-1 d'I d l 1 1 d l ce d l ce d d d d d d d O r d --- - - -- - - - t ■ cc cd l cc l cc 1 cc ( u Id N 1 N cc l 0 3 coo l TEMPORARY SUMP TO ■ N + + + � t BE PRIVATELY MAINTAINED II �I �I �)I o I'�= o I o til o r� �� N Z DIMENSIONS: 85'x80'x1.5' TEMPORARY TURNARO ND' ~I �I �1 0o IQ c 1< c FI w= �I VOLUME REQUIRED: 0.20 AC -FT DESIGNED PER CITY OF ■ N m1 NI NI NI NI N IN N I N NI � F NI 3 - - _j ci 69 7+00 S 89*06'17' E�0.62' 00 I _ 19-+00 _ I I 65 -1 - s _j X64 _18+j _ _ X63 1 I c1 -1 J v w I 5 w -4 U w( X60 dd Q r�olM d POINT OF COMPOUND CURVATURE I � I r I r -18 1 }d I r� I 1 r� I 1 r`r GRADE BREAK RGJ 1 r� 5�1 1 >_I 1 rr _jw° I m op J Ir o I 003 I mJ� - I -- �T- -- ��- IQ� �rI Wr 1 } IO 20 TEMPORARY I ■ Wr�r1 Q I 3 i Q 1 3+ FURNISH & INSTALL IRRIGATION CONDUIT Q�M Cod - '" Q 13+ mac�NN W I poLo > Cd I 3 x 1 O Q O 3 Q 13 N N ++ I co cp wI cn 2 O O Q ++ 3+ d W Im t[> Q ++ 1 Q + c + 1 a r 00 GRADING AGREEMENT ■ MN I �' F63OY3 1 CURVE NUMBER FOR CURVE DESCRIPTION ALONG CURB I �N + + 1 + NIIII I I 1 r- I 0"D o �'�' + I + 1 + I �ci W laaa �I •- I 1 o:1-5 O I M o O ( nI t O o I Oa I I 3 I N oQ NI N U mN 1�h_iI a v 15 15 Fal NI I �� 3� 1 �a -94 Q 1 O 5 1 6 cn I 7 ( 8 r- I 9 1 c~i> 10 M IQ�+11+ � w a 12 Z � I 4 -1 JI 1 m cn in 1 JI I w �I to to cn 1 JI 1 JI JI c+ l �1 J13 4- N N IQ �I M =-1 1 od (n oo w co LL: '`I M ``I r7 M M w1� o a a + Q + W co W M J M co 01 IO v~i v~i QI .- c+o r i SI a 81 +I + +I -- I +1 - w �I + + t- Z'-" d d col N n) I 2 001001 • I �J-- r N�- ' °fI ~ �yy rn I N NI I 0 NI I� W \ I LalW - - -NJ- J - - - - - - - -j W p pNp 'd' - - _j ci 69 7+00 S 89*06'17' E�0.62' 00 I _ 19-+00 _ I I 65 -1 - s _j X64 _18+j _ _ X63 c1 I c1 -1 J v w I 5 - I -4 U w( X60 dd Q r�olM d POINT OF COMPOUND CURVATURE -4 _j U �•- d 21 � I -j ..j c� w 20 I 19 tN0 t900 -18 DOCUMENT # 0214136997 ' zoo }d I r� _ 1 r� �-67 1 r`r GRADE BREAK RGJ 1 r� 5�1 I }`*1 >_I ncnl 1 r1 Ir o I dd I zc'" }� 1 >-� J1 Q -- �T- -- ��- IQ� }`t 1 r 1 } IO 20 TEMPORARY I ■ 3 Q I 3 i Q 1 3+ FURNISH & INSTALL IRRIGATION CONDUIT Q I 3+ TI = 4.5 R=16 Q I 3 �i�' '" Q 13+ ART CutVE ++ Q 1 '- I 3 x 1 O Q O 3 Q 13 N N ++ I co cp wI cn 2 O O Q ++ 3+ d W Im t[> Q ++ 1 Q + c + 1 a r 00 GRADING AGREEMENT ■ .- .-' I �' F63OY3 O CURVE NUMBER FOR CURVE DESCRIPTION ALONG CURB I N I OTAPER I NIIII d I r �' r- w I 0"D o �'�' I I Q ODI I�Qa I W laaa �I •- I 1 Q O I M 1 O nI t O o la -1 Oa O I 3 I N oQ NI N NI ra-1 ml a v 15 15 Fal NI I I oQ O O cn to cn I VOLUME PROVIDED: 0.22 AC -FT BAKERSFIELD PLATE 11-14 OWAGE AND DOCUMENT 021413 96 ■ DRAINAGE EASEMENT ogg _j ci 69 I - X68 I J ( _j X66 I 65 -1 - I _j X64 _j J U I X63 .� U I _j -1 J v w I O o `` ��61 - I -4 U w( X60 dd Q r�olM d POINT OF COMPOUND CURVATURE -4 _j U �•- d 21 � I -j ..j c� w 20 I 19 tN0 t900 -18 DOCUMENT # 0214136997 ' zoo }d I r� VNI 1 r� �-67 1 r`r GRADE BREAK RGJ 1 r� 5�1 I }`*1 >_I ncnl 1 r1 Ir }d d-62�� dd I zc'" }� 1 >-� `�`*1 Q c I� r IQ� }`t 1 r 1 } IO 20 TEMPORARY I ■ Q 3 Q I 3 i Q 1 3+ FURNISH & INSTALL IRRIGATION CONDUIT Q I 3+ TI = 4.5 R=16 Q I 3 �i�' '" Q 13+ ART CutVE ++ Q 1 '- I 3 to tC O co co I O Q O 3 Q 13 N N ++ I co cp � m m �m m � m cn I O O Q ++ 3+ d W Im t[> Q ++ 1 Q + c + 1 a r + GRADING AGREEMENT ■ .- .-' I �' �.�'�' O CURVE NUMBER FOR CURVE DESCRIPTION ALONG CURB I N I OTAPER I NIIII d I r �' r- w I 0"D o �'�' I I Q - SECTION LINE 1 I�Qa W laaa •- I I QQQ oQ oa m I OQ Oa Oa O cl:OQ O OQ �aal - oQ ��- > �+o d d o a o a v 15 15 r.:0000- I OQ -ii oQ O O cn to cn I I I r- I --- 1 m ►Q- in in 1 a r- ►- to to I . ~'- I z�^ 1 m cn in 1 Q I w I iii to to cn 362 360 358 356 354 352 350 348 346 344 362 360 358 356 354 352 350 348 346 344 I I I 1 I 1 I wtntn 1 -�� 1 MURFREESBORO DRIVE (STA. 10+00.00 TO 21+92.06) SCAT F: 1" = 50' HOR17ONTAL MATAMORA WAY SEE SHEET 4 0 20+00 'c' 21+00 s' - -L - s - - -F--- - S_ c 6 SEWER J ~ J 4 r IN Lo J li LL FL FLOWUNE POVC I 5' 1 m V + r'1 5' 5' I d=1 -4-4 v'I ;�,Q I I 2.0% ( v~i co I 101 A BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE EMI y y v; �i i�%i viii i i TOP OF CURB SEE SEINER AND STORM MAIN PLANS, CATCH BASIN tN0 t900 � dl t~i�( STORM DRAIN MANHOLE FC dl v~iI VNI �I NI 17} -16 GRADE BREAK RGJ J 15 5�1 I >_I ncnl 1 2e r Ir PROPOSED PROPOSED TYPE "B' I CURB & GUTTER CURB & GUTTER FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.Q.B. STD. ST -14. -a- FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST -14. Ts A a I o I O� IO 1 1 1"=5' VERTICAL I ��� IU- ~ TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION r IN Lo ABBREVIATIONS 'W1-7' - DOUBLE ARROW FL FLOWUNE POVC I 5' 1 m V + 0 M 5' 5' I 3�IN -4-4 2_ OX ;�,Q I I 2.0% 2 -OX v~i coo M13 POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE EMI y y v; �i i�%i viii i i TOP OF CURB SEE SEINER AND STORM MAIN PLANS, CATCH BASIN tN0 t900 � SDMH STORM DRAIN MANHOLE FC 0.20 A.C. PAVING VNI NN COMBINATION 0.80' AGG. BASE GRADE BREAK RGJ �> 5�1 irrQQ O ncnl 1 atnv~i � 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 (STA. 10+00.00 TO 21+92.06) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL 18+00 19+00 20+00 21+00 22+00 LEGEND: TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION R/W ABBREVIATIONS 'W1-7' - DOUBLE ARROW FL FLOWUNE POVC I 5' 1 CL 20' 5' 5' I ELEV I I 2_ OX BCR I I 2.0% 2 -OX ECR 1 I POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE T�t ' `may y y v; �i i�%i viii i i TOP OF CURB SEE SEINER AND STORM MAIN PLANS, CATCH BASIN OF VERTICAL CURVE TP TOP OF PAVEMENT SDMH STORM DRAIN MANHOLE FC 0.20 A.C. PAVING INV INVERT RCP COMBINATION 0.80' AGG. BASE GRADE BREAK RGJ COMBINATION - END FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. @o EXISTING SURVEY MONUMENT SIDEWALKSIDEWALK 1.0' COMPACTED O.G. TOJ PROPOSED PROPOSED TYPE "B' I CURB & GUTTER CURB & GUTTER FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.Q.B. STD. ST -14. -a- FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST -14. Ts A LOCAL STREET SECTION CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS 3 SCALE: 1"=10' HORIZONTAL PER C.Q.B. STD. ST -4. (UNLESS OTHERWISE NOTED) 1"=5' VERTICAL FURNISH & INSTALL IRRIGATION CONDUIT TI = 4.5 R=16 ART CutVE PHASE BOUNDARY d FURNISH do INSTALL INTERCONNECT CONDUIT � m m �m m � m Ooci co 1193 Tl -15 1 FURNISH $ INSTALL SPLICE BOX FOR INTERCONNECT TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE - 'i O CURVE NUMBER FOR CURVE DESCRIPTION ALONG CURB d SECTION DESIGNATION: OTAPER NUMBER FOR TAPER DESCRIPTION ALONG CURB NIIII ON LETTER C3 - - A - - - SECTION LINE 1 SHEET SECTION IS LOCATED N m O O ad r.:0000- O - -- --- -- �- -- w a0 M M t7 M M r7 M M W M J M + -- - w .- W W LalW J M J_ W pNp 'd' J UW O W W M O ti m LL: n ' M m U- d ' ti YWrn li ti co co 00 O ri 00 a0 ''" p OD O Q w 4 V- O COi N ti Op Z t0 + d t00 + �a W J Lai - WW> J W 4>1 J aaa y>y,�� J W J ta cj' + 1� oz Lo +--- F O) O 0) O Of O) a S= 24% wN �v~i °�DUr o J 41 >a _ >Q _ m �") to co U ' m (~n a MMM + >�� J v~i M t >: ��W M J m + m - L.L: 4! cn H - -5--- -- -- W C+ _ (V _ a co N - �� O cn ZO �^ W W W �'' m ��� rLwL W to W W ---- -- Y� - _ - 0.25%-- -- ---- -- ---- - --I'- ' --- -- N Ua -- ��i 31 -0.95% W o - -- - -� Wco N mm+ OPOSED SOUTH OWUNE m N ►- 4 m a co S=0.24% v W -- --=- _ -- ---- _-" n- GR ND - - --- -- �STING va -- -- - -- -- - -- -- -- - ---- -- ---- -- ---- -- 51% 0. = } 1.43,% i PROPOSED NORTH FLO NE �� o: uil woI- - --- - --- 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 (STA. 10+00.00 TO 21+92.06) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL 18+00 19+00 20+00 21+00 22+00 10+00 11+00 12+00 13+00 R/W LEGEND: TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION R/W ABBREVIATIONS 'W1-7' - DOUBLE ARROW FL FLOWUNE POVC I 5' 1 CL 20' 5' 5' I ELEV I I 2_ OX BCR I I 2.0% 2 -OX ECR 1 I POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE T�t ' `may y y v; �i i�%i viii i i TOP OF CURB SEE SEINER AND STORM MAIN PLANS, CATCH BASIN OF VERTICAL CURVE TP TOP OF PAVEMENT SDMH STORM DRAIN MANHOLE FC 0.20 A.C. PAVING INV INVERT RCP COMBINATION 0.80' AGG. BASE GRADE BREAK RGJ COMBINATION - END FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. @o EXISTING SURVEY MONUMENT SIDEWALKSIDEWALK 1.0' COMPACTED O.G. TOJ PROPOSED PROPOSED TYPE "B' d CURB & GUTTER CURB & GUTTER FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.Q.B. STD. ST -14. -a- FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST -14. Ts A LOCAL STREET SECTION CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS 3 SCALE: 1"=10' HORIZONTAL PER C.Q.B. STD. ST -4. (UNLESS OTHERWISE NOTED) 1"=5' VERTICAL FURNISH & INSTALL IRRIGATION CONDUIT TI = 4.5 R=16 ART CutVE PHASE BOUNDARY d FURNISH do INSTALL INTERCONNECT CONDUIT � m m �m m � m Ooci co 1193 Tl -15 1 FURNISH $ INSTALL SPLICE BOX FOR INTERCONNECT TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE - -- PROPOSED EDGE OF PAVEMENT O CURVE NUMBER FOR CURVE DESCRIPTION ALONG CURB SECTION DESIGNATION: OTAPER NUMBER FOR TAPER DESCRIPTION ALONG CURB NIIII ON LETTER C3 - - A - - - SECTION LINE 1 SHEET SECTION IS LOCATED O O ad r.:0000- - -- --- -- �- -- w a0 M t7 M r7 M W J W > W w LalW J J_ J O W W M O ti m LL: n ' M m U- d ' ti li ti co co 00 O ri 00 a0 ''" p OD O Q w 4 ON N Op Z t0 + d t00 + �a cq + > fD J aaa W J Lai - WW> J +I N 4>1 J aaa y>y,�� J W J ta cj' + 1� oz Lo +--- F m a S= 24% wN �v~i °�DUr o >a _ >Q _ ciQ U m (~n a N W v~i m N w m a� 4! cn H - - cn _ ---- -- - _ - 0.25%-- -- ---- -- ---- -- - -- ��i 31 -0.95% - -- - -� P OPOSED SOUTH OWUNE 4 m a 10+00 11+00 12+00 13+00 R/W LEGEND: TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION R/W ABBREVIATIONS 'W1-7' - DOUBLE ARROW FL FLOWUNE POVC I 5' 1 CL 20' 5' 5' I ELEV I I 2_ OX BCR I I 2.0% 2 -OX ECR 1 I POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE T�t ' `may y y v; �i i�%i viii i i TOP OF CURB SEE SEINER AND STORM MAIN PLANS, CATCH BASIN OF VERTICAL CURVE TP TOP OF PAVEMENT SDMH STORM DRAIN MANHOLE FC 0.20 A.C. PAVING INV INVERT RCP COMBINATION 0.80' AGG. BASE GRADE BREAK RGJ COMBINATION - END FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. @o EXISTING SURVEY MONUMENT SIDEWALKSIDEWALK 1.0' COMPACTED O.G. TOJ PROPOSED PROPOSED TYPE "B' 95% RELATIVE DENSITY CURB & GUTTER CURB & GUTTER FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.Q.B. STD. ST -14. -a- FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST -14. Ts A LOCAL STREET SECTION CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS 3 SCALE: 1"=10' HORIZONTAL PER C.Q.B. STD. ST -4. (UNLESS OTHERWISE NOTED) 1"=5' VERTICAL FURNISH & INSTALL IRRIGATION CONDUIT TI = 4.5 R=16 14+00 15+00 16+00 17+00 (STA. 10+00.00 TO 21+92.06) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL 18+00 19+00 R1-1 i FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: LEGEND: TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION 'R1-1' ABBREVIATIONS 'W1-7' - DOUBLE ARROW FL FLOWUNE POVC POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE PIVC POINT OF INTERSECTION TC TOP OF CURB SEE SEINER AND STORM MAIN PLANS, CATCH BASIN 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 - END FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. @o EXISTING SURVEY MONUMENT "W14-1" -+- FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. + FURNISH do INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. -O- FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.Q.B. STD. ST -14. -a- FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST -14. 14+00 15+00 16+00 17+00 (STA. 10+00.00 TO 21+92.06) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL 18+00 19+00 R1-1 i FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: T 2 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION 'R1-1' - STOP 'W1-7' - DOUBLE ARROW STORM DRAIN LINE 'R6-1" - ONE WAY 'WI -6' - SINGLE ARROW "R5-1" - DO NOT ENTER "111-1' - CURVE ARROW ® SEE SEWER AND STORM DRAIN PLANS, STORM DRAIN MANHOLE 'R26(CA)" - NO PARKING "113-3" - SIGNAL AHEAD "R3 -5R" - RIGHT TURN ONLY "W3-1" - STOP AHEAD SEE SEINER AND STORM MAIN PLANS, CATCH BASIN 'R4-7" - KEEP RIGHT 'S5-2" - END SCHOOL ZONE "S4 S SANITARY SEWER UNE 'R81(CA)" - BIKE LANE -Y - WHEN CHILDREN ARE PRESENT "W31(CA)' - END "S4-3' - SCHOOL ® SEE SEWER AND STORM DRAIN PLANS, SEWER MANHOLE "W14-1" - DEAD END 'R2-1" - SPEED LIMIT 20 "W14-2' - NO OUTLET ® SEE SEWER AND STORM DRAIN PLANS, SEWER CLEANOUT Ts FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS PER C.Q.B. STD. ST -4. (UNLESS OTHERWISE NOTED) IR FURNISH & INSTALL IRRIGATION CONDUIT W's Imm wow 6 PHASE BOUNDARY Ic FURNISH do INSTALL INTERCONNECT CONDUIT � m m �m m � m w � TRACT BOUNDARY 1193 Tl -15 1 FURNISH $ INSTALL SPLICE BOX FOR INTERCONNECT TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE - -- PROPOSED EDGE OF PAVEMENT O CURVE NUMBER FOR CURVE DESCRIPTION ALONG CURB SECTION DESIGNATION: OTAPER NUMBER FOR TAPER DESCRIPTION ALONG CURB NIIII ON LETTER ITEM OF WORK - SEE SCHEDULE - - A - - - SECTION LINE 1 SHEET SECTION IS LOCATED 20+00 21+00 CONSTRUCTION NOTES: 01 CONSTRUCT TYPE "B" CURB do GUTTER PER C.O.B. STD. ST -1. O CONSTRUCT 5' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. OCONSTRUCT HANDICAP RAMP PER CALTRANS 2010 REVISED STANDARD PLAN R.S.P. A88A-CASE A - DETAIL B. ® PAINT 12' LIMIT UNE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. OCONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. COMPACT SUBGRADE TO 95% OF MAX. TO 12' BEYOND GUTTER UP TO A DEPTH OF 12'. O6 INSTALL W-31(CA) SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED SIMULTANEOUSLY REMOVE AND SALVAGE SIGN WITH CONSRUCTION OF ADJACENT PHASE V INSTALL END -OF -STREET STANDARD TYPE III BARRICADE .PER CALTRANS A73C SEE DETAIL ON SHT. 7 ® CONSTRUCT 6' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. NOTES: 1. SEE SEWER AND STORM DRAIN PLANS FOR SEWER AND DRAIN PLANS AND DETAILS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B' A.C. OVER 0.80' AGGREGATE BASE OVER 1.0' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 3. OLD RIVER ROAD - PAVEMENT TO BE 0.45' TYPE "B" A.C. OVER 1.65' AGGREGATE BASE OVER 1.0' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 4. PANAMA LANE - PAVEMENT TO BE 0.45' TYPE 'B' A.C. OVER 1.65' AGGREGATE BASE OVER 1.0' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 5. ALL CATCH BASINS TO BE TYPE 'A' WITH 3.5' OPENINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE 6. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALM UNLESS OTHERWISE NOTED. /.1- 6 53 t em 1, .. 22+00 362 358 356 354 352 350 348 346 344 362 360 358 356 354 352 350 348 346 344 SCALE: 1"=50' 25 0 50 100 50 125 nntmi NIIII MURFREESBORO DRIVE SEE SHEET 3 I �� 1 y t I Lil I z� 75 U IIS 64 d 4JJfp I kin N+ WW ' 0- (8 V� CUa 63 L m o 1 76 4�R-o� �rN�ooW ILd a1= NN W N 1 2cl + + �� 1mr� 362 `� �'�1 00 S 0'5343 W 236.4711+00 Cl : 18" DRAIN o C3 -- -- -- t I 3 -- F/w 2 II \ 61 0 \ I w' S g 1 1 V ( NN I cS LL: C3 ILL: I � 11-_- v � - co I + + 60 D � Ioda baa Wcn ; 2 m I 362 360 358 356 354 352 350 348 362 360 358 356 354 352 350 348 PANAMA LANE SEE SHEET 9 i W Q z J to v z Q w D iul 1!. 1 +00 I r v Cl Z O coU Z w D OD r FORT HENRY WAY (STA. 10+00.00 TO 12+36.47) SCALE: 1" = 50' HORIZONTAL 10+00 11+00 12+00 (STA. 10+00.00 TO 12+36.47) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL CURVE O LENGTH TANGENT DELTA Ct 20.00' 31.42' M 90'00'00" C2 N 47.13' 30.00' 90100'30" O 30.00' 47.12' 30.00' 89'59'30" go 00 M 23 I I I u cstr M 'R4-7" - KEEP RIGHT 'S5-2' - END SCHOOL ZONE co1 'R81(CAT W 'S4-2" - WHEN CHILDREN ARE PRESENT g SANITARY SEWER LINE W C4 "S4-3" - SCHOOL "R2-1' - SPEED LIMIT 20 d M 'W14-2' - NO OUTLET 0 SEE SEWER AND STORM DRAIN PLANS, SEWER CLEANOUT > FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS IR W 1_ = i W W A O FURNISH d: INSTALL INTERCONNECT CONDUIT w mm see • PHASE BOUNDARY W IR3 i O ■ ■ ■ ■ �� ■ ■ � TRACT BOUNDARY c U: co M M M r. O CURVE NUMBER FOR CURVE DESCRIPTION ALONG CURB 0 O Oj TAPER NUMBER FOR TAPER DESCRIPTION ALONG CURB 0 M M M ITEM OF WORK - SEE SCHEDULE U. A C O 20 + W W W t) �rj O N I + W W W O N YI co rEXISTING GROUND "' 0D ``' `n PROPOSED EAsr FLOWLI E PROPOSED WEST OWLINE - - - PROPOSED WEST FLOWLIN - - -- - S=O.T-, PROP EXI TING GR NO IIr I 10+00 11+00 12+00 (STA. 10+00.00 TO 12+36.47) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL 10+00 11+00 12+00 (STA. 10+00.00 TO 12+36.47) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL 362 360 358 356 354 352 350 348 362 360 358 356 354 352 350 348 LEGEND: ABBREVIATIONS FL FLOWLINE POVC POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE PIVC POINT OF INTERSECTION TC TOP OF CURB OF VERTICAL CURVE TP TOP OF PAVEMENT SDMH STORM DRAIN MANHOLE FC FINISH CONCRETE INV INVERT RCP REINFORCED CONCRETE PIPE G.B. GRADE BREAK RGJ RUBBER GASKETED JOINT O FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -11 OO EXISTING SURVEY MONUMENT + FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. -<>- FURNISH do INSTALL STREET UGHT-5800 LUMEN PER C.Q.B. STD. ST -14. -e- FURNISH & INSTALL STREET UGIT -9500 LUMEN PER C.O.B. SID. ST -14. CURVE TABLE CURVE O LENGTH TANGENT DELTA Ct 20.00' 31.42' M 90'00'00" C2 30.00' 47.13' 30.00' 90100'30" C3 30.00' 47.12' 30.00' 89'59'30" go 00 W 1 I 23 I I I u cstr SEE SEWER AND STORM DRAIN PLANS, CATCH BASIN 'R4-7" - KEEP RIGHT 'S5-2' - END SCHOOL ZONE co1 'R81(CAT i 'S4-2" - WHEN CHILDREN ARE PRESENT g SANITARY SEWER LINE W31 (CA)" "W14-1' C4 "S4-3" - SCHOOL "R2-1' - SPEED LIMIT 20 d M 'W14-2' - NO OUTLET 0 SEE SEWER AND STORM DRAIN PLANS, SEWER CLEANOUT > FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS IR W 1_ = i W W A O FURNISH d: INSTALL INTERCONNECT CONDUIT w mm see • PHASE BOUNDARY W IR3 i FURNISH &INSTALL SPLICE BOX FOR INTERCONNECT ■ ■ ■ ■ �� ■ ■ � TRACT BOUNDARY c TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE - - PROPOSED EDGE OF PAVEMENT C4 C4 O CURVE NUMBER FOR CURVE DESCRIPTION ALONG CURB 0 Oj TAPER NUMBER FOR TAPER DESCRIPTION ALONG CURB 0 M M M ITEM OF WORK - SEE SCHEDULE U. A C Go 20 aiN 1a - t) �rj O N I + W W W O N YI co rEXISTING GROUND "' ``' `n PROPOSED EAsr FLOWLI E PROPOSED WEST FLOWLIN PROP =0.54x FLOWLIN IIr I (STING OUND 10+00 11+00 12+00 (STA. 10+00.00 TO 12+36.47) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL 362 360 358 356 354 352 350 348 362 360 358 356 354 352 350 348 LEGEND: ABBREVIATIONS FL FLOWLINE POVC POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE PIVC POINT OF INTERSECTION TC TOP OF CURB OF VERTICAL CURVE TP TOP OF PAVEMENT SDMH STORM DRAIN MANHOLE FC FINISH CONCRETE INV INVERT RCP REINFORCED CONCRETE PIPE G.B. GRADE BREAK RGJ RUBBER GASKETED JOINT O FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -11 OO EXISTING SURVEY MONUMENT + FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. -<>- FURNISH do INSTALL STREET UGHT-5800 LUMEN PER C.Q.B. STD. ST -14. -e- FURNISH & INSTALL STREET UGIT -9500 LUMEN PER C.O.B. SID. ST -14. CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA Ct 20.00' 31.42' 20.00' 90'00'00" C2 30.00' 47.13' 30.00' 90100'30" C3 30.00' 47.12' 30.00' 89'59'30" DAVIS DRIDGE AVENUE MURFREESBORO DRIVE SEE SHEET 5 SEE SHEET 3 Ld i i �► I _ I ��� 58 1 61 � 11 � (/��. 1 1 2 Cl m-iO I WJO t" V1 i O O O ' 'oo 'Z rl�f I. I o t - N C4 op z cv 1 ci < 1 m oc~n 1 V) co I I v> I r O LTJ 1 Mco 59 60 o LiJ o 41 2 1 Li I �N -- -- -- I ' N -_1 _r- __ INTERSECTION INTERSECTION STA. -- -- - STA. 10+00.00 C.L.MATAMORA WAY = Cl 3 " $ C1 rt STA. 13+10.01 C.L. MATAMORA WAY = STA. 16+05.30 C.DAVIS DRIDGE AVENUE I _ _ o - a 1 a AA 18 WIAIN _ o 4 _ +_ � o -cv _ � _ �- _ _ D _ � I STA. 16+04.15 C.L.BLOUNTSVILLE DRIVE rn S 0'53 43" W 310.01' co g I n` I 3 I w.i I ,39 i > WI I W SIN I, C7 Qgl . 38 >> I Q 360 358 356 354 352 350 348 346 360 358 356 354 352 350 348 346 MATAMORA WAY (STA. 10+00.00 TO 13+10.01) SCALE: 1" = 50' HORIZONTAL 0 T O.M `RAW I Co Q Mini I z s 22 - ONE WAY 'WI -6' - SINGLE ARROW STORM DRAIN UNE "R5-1' - DO NOT ENTER 'W1-1' - CURVE ARROW 0 SEE SEWER AND STORM DRAIN PLANS, STORM DRAIN MANHOLE 'R26(CA)" - NO PARKING 'W3-3' - SIGNAL AHEAD go 00 W 1 I 23 I I I MATAMORA WAY (STA. 10+00.00 TO 13+10.01) SCALE: 1" = 50' HORIZONTAL 0 T O.M TOP OFMANHOLE/TOP OF CLEANOUT ELEVATION Co Q Mini 'WI -7' -DOUBLE ARROW z �21+ - ONE WAY 'WI -6' - SINGLE ARROW STORM DRAIN UNE "R5-1' - DO NOT ENTER 'W1-1' - CURVE ARROW 0 SEE SEWER AND STORM DRAIN PLANS, STORM DRAIN MANHOLE 'R26(CA)" - NO PARKING 'W3-3' - SIGNAL AHEAD go 00 'R3 -5R' - RIGHT TURN ONLY u cstr SEE SEWER AND STORM DRAIN PLANS, CATCH BASIN 'R4-7" - KEEP RIGHT 'S5-2' - END SCHOOL ZONE co1 'R81(CAT i 'S4-2" - WHEN CHILDREN ARE PRESENT g SANITARY SEWER LINE W31 (CA)" "W14-1' C4 "S4-3" - SCHOOL "R2-1' - SPEED LIMIT 20 d SEE SEWER AND STORM DRAIN PLANS, SEWER MANHOLE 'W14-2' - NO OUTLET 0 SEE SEWER AND STORM DRAIN PLANS, SEWER CLEANOUT > FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS IR W 1_ = i w W A O FURNISH d: INSTALL INTERCONNECT CONDUIT w mm see • PHASE BOUNDARY Ic IR3 i FURNISH &INSTALL SPLICE BOX FOR INTERCONNECT ■ ■ ■ ■ �� ■ ■ � TRACT BOUNDARY c TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE - - PROPOSED EDGE OF PAVEMENT C4 C4 O CURVE NUMBER FOR CURVE DESCRIPTION ALONG CURB SECTION DESIGNATION: Oj TAPER NUMBER FOR TAPER DESCRIPTION ALONG CURB 0 ON LETTER CD ITEM OF WORK - SEE SCHEDULE A Go 20 aiN 1a - O N I -EXISTING GROUN m N YI co MATAMORA WAY (STA. 10+00.00 TO 13+10.01) SCALE: 1" = 50' HORIZONTAL 0 10+00 11+00 12+00 (STA. 10+00.00 TO 13+10.01) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL 13+00 T O.M TOP OFMANHOLE/TOP OF CLEANOUT ELEVATION N -STOP 'WI -7' -DOUBLE ARROW z "R6-1' - ONE WAY 'WI -6' - SINGLE ARROW STORM DRAIN UNE "R5-1' - DO NOT ENTER 'W1-1' - CURVE ARROW 0 SEE SEWER AND STORM DRAIN PLANS, STORM DRAIN MANHOLE 'R26(CA)" - NO PARKING 'W3-3' - SIGNAL AHEAD go 00 'R3 -5R' - RIGHT TURN ONLY u cstr SEE SEWER AND STORM DRAIN PLANS, CATCH BASIN 'R4-7" - KEEP RIGHT 'S5-2' - END SCHOOL ZONE 'R81(CAT i 'S4-2" - WHEN CHILDREN ARE PRESENT g SANITARY SEWER LINE W31 (CA)" "W14-1' - END - DEAD END "S4-3" - SCHOOL "R2-1' - SPEED LIMIT 20 d SEE SEWER AND STORM DRAIN PLANS, SEWER MANHOLE 'W14-2' - NO OUTLET 0 SEE SEWER AND STORM DRAIN PLANS, SEWER CLEANOUT > FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS IR W 1_ = i w W A O FURNISH d: INSTALL INTERCONNECT CONDUIT w mm see • PHASE BOUNDARY Ic IR3 i FURNISH &INSTALL SPLICE BOX FOR INTERCONNECT ■ ■ ■ ■ �� ■ ■ � TRACT BOUNDARY c TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE - - PROPOSED EDGE OF PAVEMENT n O CURVE NUMBER FOR CURVE DESCRIPTION ALONG CURB SECTION DESIGNATION: Oj TAPER NUMBER FOR TAPER DESCRIPTION ALONG CURB 0 ON LETTER ITEM OF WORK - SEE SCHEDULE A ' - - - - SECTION UNE 1 1a - 40'1 N -EXISTING GROUN m N rEXISTING GROUND "' PROPOSED WEST FLOWLIN PROP D EAST FLOWLIN IIr I 10+00 11+00 12+00 (STA. 10+00.00 TO 13+10.01) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL 13+00 10+00 R1-1 , i FURNISH do INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: T O.M TOP OFMANHOLE/TOP OF CLEANOUT ELEVATION N -STOP 'WI -7' -DOUBLE ARROW z "R6-1' - ONE WAY 'WI -6' - SINGLE ARROW STORM DRAIN UNE "R5-1' - DO NOT ENTER 'W1-1' - CURVE ARROW 0 SEE SEWER AND STORM DRAIN PLANS, STORM DRAIN MANHOLE 'R26(CA)" - NO PARKING 'W3-3' - SIGNAL AHEAD go 00 'R3 -5R' - RIGHT TURN ONLY u cstr SEE SEWER AND STORM DRAIN PLANS, CATCH BASIN 'R4-7" - KEEP RIGHT 'S5-2' - END SCHOOL ZONE 'R81(CAT i 'S4-2" - WHEN CHILDREN ARE PRESENT g SANITARY SEWER LINE W31 (CA)" "W14-1' - END - DEAD END "S4-3" - SCHOOL "R2-1' - SPEED LIMIT 20 d SEE SEWER AND STORM DRAIN PLANS, SEWER MANHOLE 'W14-2' - NO OUTLET 0 SEE SEWER AND STORM DRAIN PLANS, SEWER CLEANOUT > FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS IR W 1_ = FURNISH & INSTALL IRRIGATION CONDUIT + W A O FURNISH d: INSTALL INTERCONNECT CONDUIT w mm see • PHASE BOUNDARY Ic IR3 i FURNISH &INSTALL SPLICE BOX FOR INTERCONNECT ■ ■ ■ ■ �� ■ ■ � TRACT BOUNDARY c TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE - - PROPOSED EDGE OF PAVEMENT n O CURVE NUMBER FOR CURVE DESCRIPTION ALONG CURB SECTION DESIGNATION: Oj TAPER NUMBER FOR TAPER DESCRIPTION ALONG CURB 0 ON LETTER ITEM OF WORK - SEE SCHEDULE A ' - - - - SECTION UNE 1 SHEET SECTION IS LOCATED 40'1 N -EXISTING GROUN ad PROP D EAST FLOWLIN IIr I 10+00 R1-1 , i FURNISH do INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: T O.M TOP OFMANHOLE/TOP OF CLEANOUT ELEVATION "R1-1" -STOP 'WI -7' -DOUBLE ARROW z "R6-1' - ONE WAY 'WI -6' - SINGLE ARROW STORM DRAIN UNE "R5-1' - DO NOT ENTER 'W1-1' - CURVE ARROW 0 SEE SEWER AND STORM DRAIN PLANS, STORM DRAIN MANHOLE 'R26(CA)" - NO PARKING 'W3-3' - SIGNAL AHEAD go 00 'R3 -5R' - RIGHT TURN ONLY "W3-1" - STOP AHEAD cstr SEE SEWER AND STORM DRAIN PLANS, CATCH BASIN 'R4-7" - KEEP RIGHT 'S5-2' - END SCHOOL ZONE 'R81(CAT - BIKE LANE 'S4-2" - WHEN CHILDREN ARE PRESENT g SANITARY SEWER LINE W31 (CA)" "W14-1' - END - DEAD END "S4-3" - SCHOOL "R2-1' - SPEED LIMIT 20 ® SEE SEWER AND STORM DRAIN PLANS, SEWER MANHOLE 'W14-2' - NO OUTLET 0 SEE SEWER AND STORM DRAIN PLANS, SEWER CLEANOUT > FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS IR W 1_ = FURNISH & INSTALL IRRIGATION CONDUIT PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) W A O FURNISH d: INSTALL INTERCONNECT CONDUIT w mm see • PHASE BOUNDARY Ic IR3 TR5 Tgs FURNISH &INSTALL SPLICE BOX FOR INTERCONNECT ■ ■ ■ ■ �� ■ ■ � TRACT BOUNDARY c TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE - - PROPOSED EDGE OF PAVEMENT n O CURVE NUMBER FOR CURVE DESCRIPTION ALONG CURB SECTION DESIGNATION: Oj TAPER NUMBER FOR TAPER DESCRIPTION ALONG CURB 0 ON LETTER ITEM OF WORK - SEE SCHEDULE A ' - - - - SECTION UNE 1 SHEET SECTION IS LOCATED 11+00 12+00 13+00 (STA. 10+00.00 TO 13+10.01) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL CONSTRUCTION NOTES: 01 CONSTRUCT TYPE 'B" CURB do GUTTER PER C.O.B. STD. ST -1. 02 CONSTRUCT 5' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. OCONSTRUCT HANDICAP RAMP PER CALTRANS 2010 REVISED STANDARD PLAN R.S.P. A88A-CASE A - DETAIL B. ® PAINT 12' LIMIT UNE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. O CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. COMPACT SUBGRADE TO 95% OF MAX. TO 12' BEYOND GUTTER UP TO A DEPTH OF 12". ©INSTALL W-31(CA) SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED SIMULTANEOUSLY REMOVE AND SALVAGE SIGN WITH CONSRUCTION OF ADJACENT PHASE O INSTALL END -OF -STREET STANDARD TYPE III BARRICADE PER CALTRANS A73C SEE DETAIL ON SHL 7 �8 CONSTRUCT 6' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. NOTES: I. SEE SEWER AND STORM DRAIN PLANS FOR SEWER AND DRAIN PLANS AND DETAILS. Z LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B' A.C. OVER 0.80' AGGREGATE BASE OVER 1.0' COMPACTED O.G. TO BE COMPACTED TO 95X RELATIVE DENSITY PER C.O.B. STD. ST -9. I OLD RIVER ROAD - PAVEMENT TO BE 0.45' TYPE "B" A.C. OVER 1.165' AGGREGATE BASE OVER 1.0' COMPACTED O.G. TO BE COMPACTED TO 95X RELATIVE DENSITY PER C.O.B. STD. ST -9. 4. PANAMA LANE - PAVEMENT TO BE 0.45' TYPE 'B' A.C. OVER 1.65' AGGREGATE BASE OVER 1.0' COMPACTED O.G. TO BE COMPACTED TO 95X RELATIVE DENSITY PER C.O.B. SID. ST -9. 5. ALL CATCH BASINS TO BE TYPE "A' WITH 3.5' OPENINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE 6. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD UNLESS OTHERWISE NOTED. 360 358 356 354 352 350 348 346 360 358 356 354 352 350 348 346 • � s3 � �tll..z O M M F- cy) =5 Q d O of Z L I Q J Wco U co LJ CID O Li o co N x W Y Q m Z a 0 z v Q } J CL 3 CL 3: s s40Zlz oc go 00 Z m U CL c } co °C 3 Ws0 > V� ~ W 1_ = W A O W ic �0 c n J 0 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA Cl 20.00' 31.42' 20.00' 90'00'00' C2 35.00' 27.13' 14.29' 4424'55" C3 42.00' 197.06' 42.87' 268'49'50' 362 360 358 356 354 352 350 348 346 344 362 360 358 356 354 352 350 348 346 344 P H A S E 1 f o ' 30Z2 Z ■ "Rt -1' �O ■ ` m I I t`- ELEVATION EVC _ BCR ■ POINT OF INTERSECTION ■ END CURB RETURN PRC POINT OF REVERSE CURVATURE ■ BEGIN CURVE PCC POINT OF COMPOUND CURVATURE PIVC POINT OF INTERSECTION TC z Ld - END ■ TOP OF PAVEMENT SDMH ■ 00 INV INVERT RCP REINFORCED CONCRETE PIPE G.B. GRADE BREAK RGJ RUBBER GASKETED JOINT I ■ O i ■ . FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. ■ c . 4i I ■ EL FAIR GARDEN WAY SEE SHEET 6 DAVIS DRIDGE AVENUE P H A S E 2 (STA. 10+00.00 TO 21+92.06) SCALF_ 1" = 50' HOR17ONTAI • 10+00 11+00 12+00 13+00 14+00 15+00 16+00 (STA. 10+00.00 TO 21+92.06) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL 17+00 18+00 19+00 20+00 21+00 22+00 ■ 12.32. F.L. i. FURNISH do INSTALL TRAFFIC ABBREVIATIONS "Rt -1' FL Z I CL 0 m I ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ■ END CURB RETURN PRC POINT OF REVERSE CURVATURE ■ BEGIN CURVE PCC POINT OF COMPOUND CURVATURE 10+00 11+00 12+00 13+00 14+00 15+00 16+00 (STA. 10+00.00 TO 21+92.06) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL 17+00 18+00 19+00 20+00 21+00 22+00 LEGEND: i. FURNISH do INSTALL TRAFFIC ABBREVIATIONS "Rt -1' FL FLOWLINE POVC POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE PIVC POINT OF INTERSECTION TC TOP OF CURB - END 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 do INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13, O EXISTING SURVEY MONUMENT FURNISH & INSTALL INTERCONNECT CONDUIT + FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. -O- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.Q.B. STD. ST -14. -EDO- FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST -14. TAPER NUMBER FOR TAPER DESCRIPTION ALONG CURB OA ITEM OF WORK - SEE SCHEDULE N N to �hlllld N N O N Oi to Oi t0 n - -- --- -_- - i V3 M N L0 ui 17 to M 1 > > W Z > > J W M M a M M M M M " M M J J J L j = U W J � -1 J W W 23 W ----- Q W Lj J W LL:Q -- ly W W lL W J Wic L.L. W W Of W W W W W W La- LLJ -ito J LL: L J cci ILL: LD to W n 1 Y N M tJ J Li U. J t` LL 00 tpp` -- m 0rl to t0 pf t7 �WO 1 W li N r O M y tp n m Q + _ + _ pip + li n L� 1� C4 I� t� W Y�j M t0 ^.- - 00 N co N WtM m 47 Oi + to W fv m ty s �^.. W �t0) to �f• l0 9 .- W W d- W N N d CO3,m O^ > W J > W > W WN 00 N .14 + 1!') + W m O + tp -�• M O to + NLAJ n + O m + N + lA Q O .- Q r- Q N M J li - j j M M W - - -- - Q m t~ U Q d N Q Q F- u~i N C�9 t~i� O w 444po w C' 0 Wt-lcn444OUND W W W XISTING GROUND -- ---- Q -- -- -� --- - 1-7 Q � Q N N Q Q N Q (n W W W W U W U i m -- ---- -L W -- ---- - ---00 - -- -- - -- ---- - ---- -- - -- ---- -- ---- -- ---- -� � t- +3"� - - - --- - -- ---- $=0.44 - - --- - S= -0.24x a S=O. % S=-0.5 x v~i S=0. 7x S S O.00x 1.509 Q � PROPOSE NORTH FLOWLIN PROPOSED NOR rH FLOWL NE - S-0.2 x s=-0 Soxs=o.ox s=o.67 -- -- --- -4--_S=--0.78X S 0.28x PROPOSED SOUTHFLOWLINE4/__ --- ---- - -- --- -- PROPO ED SOU FLOWU E 10+00 11+00 12+00 13+00 14+00 15+00 16+00 (STA. 10+00.00 TO 21+92.06) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL 17+00 18+00 19+00 20+00 21+00 22+00 10+00 11+00 12+00 13+00 LEGEND: i. FURNISH do INSTALL TRAFFIC ABBREVIATIONS "Rt -1' FL FLOWLINE POVC POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE PIVC POINT OF INTERSECTION TC TOP OF CURB - END 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 do INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13, O EXISTING SURVEY MONUMENT FURNISH & INSTALL INTERCONNECT CONDUIT + FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. -O- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.Q.B. STD. ST -14. -EDO- FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST -14. TAPER NUMBER FOR TAPER DESCRIPTION ALONG CURB OA ITEM OF WORK - SEE SCHEDULE N N to �hlllld -- -_- W N L0 ui 17 to M 1 W W J ^d M M a M M M M M M W - L j = U W J � -1 J W W 23 W W lL L.L. W W �+•� W W W W -ito LD to W n 1 Y N M tJ J Li U. t` LL 00 tpp` �WO O y tp Q + _ + _ pip + M n m Y�j M t0 ^.- M d -1- WtM m 47 Oi + to W fv m ty s �^.. m N N d N N WN 00 N .14 + 1!') + W m O + tp -�• M to to n + O d• + O C N M M - j j M M W C�9 t~i� C' Q Q -EXISTING GROUND Q � Q N N Q Q Q (n W W W W U W U i m I-- W fn W W W -L W W to N In - N S=O. % - S-0.2 x s=-0 Soxs=o.ox s=o.67 -- -- --- -4--_S=--0.78X S 0.28x PROPOSED SOUTHFLOWLINE4/__ --- ---- - -- --- -- PROPO ED SOU FLOWU E S- 0.91x I SL -'750X - Z< 10+00 11+00 12+00 13+00 14+00 15+00 16+00 (STA. 10+00.00 TO 21+92.06) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL R1-1 LEGEND: i. FURNISH do INSTALL TRAFFIC ABBREVIATIONS "Rt -1' FL FLOWLINE POVC POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE PIVC POINT OF INTERSECTION TC TOP OF CURB - END 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 do INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13, O EXISTING SURVEY MONUMENT FURNISH & INSTALL INTERCONNECT CONDUIT + FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. -O- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.Q.B. STD. ST -14. -EDO- FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST -14. 14+00 15+00 16+00 (STA. 10+00.00 TO 21+92.06) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL R1-1 i. FURNISH do INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: "Rt -1' - STOP 'WI -7' - DOUBLE ARROW 'R6-1' - ONE WAY 'WI -6' - SINGLE ARROW 'R5-1' - DO NOT ENTER "Wt -1' - CURVE ARROW 'R26(CA)" - NO PARKING 'W3-3' - SIGNAL AHEAD 'R3 -5R" - RIGHT TURN ONLY 'W3-1" - STOP AHEAD 'R4-7' - KEEP RIGHT "S5-2" - END SCHOOL. ZONE "R81(CA)' - BIKE LANE 'S4-2" - WHEN CHILDREN ARE PRESENT "W31(CA)' - END 'S4 -Y - SCHOOL 'WI4-1" - DEAD END 'R2-1' - SPEED LIMIT 20 "WI4-2' - NO OUTLET Ts FURNISH do INSTALL TRAFFIC SIGNAL CONDUIT IR FURNISH & INSTALL IRRIGATION CONDUIT Ic FURNISH & INSTALL INTERCONNECT CONDUIT IR3 Tg5 X6 FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT 7R3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE O CURVE NUMBER FOR CURVE DESCRIPTION ALONG CURB TAPER NUMBER FOR TAPER DESCRIPTION ALONG CURB OA ITEM OF WORK - SEE SCHEDULE 17+00 18+00 �2 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION STORM DRAIN UNE ® SEE SEWER AND STORM DRAIN PLANS, STORM DRAIN MANHOLE SEE SEWER AND STORM DRAIN PLANS, CATCH BASIN g SANITARY SEWER UNE ® SIE SEWER AND STORM DRAIN PLANS, SEWER MANHOLE ® SEE SEWER AND STORM DRAIN PLANS, SEWER CLEANOUT omm CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) 2, PHASE BOUNDARY � ■ ■ � m ■ � ■ ■ � TRACT BOUNDARY -- PROPOSED EDGE OF PAVEMENT SECTION DESIGNATION: CION LETTER - - - - - A SECTION UNE 1 SHEET SECTION IS LOCATED 19+00 20+00 21+00 CONSTRUCTION NOTES: 01 CONSTRUCT TYPE "B' CURB & GUTTER PER C.O.B. STD. ST -1. O CONSTRUCT 5' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. OCONSTRUCT HANDICAP RAMP PER CALTRANS 2010 REVISED STANDARD PLAN R.S.P. A88A-CASE A - DETAIL B. ® PAINT 12' LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02AL.KYD. OCONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. COMPACT SUBGRADE TO 95% OF MAX. TO 12' BEYOND GUTTER UP TO A DEPTH OF 12". ©INSTALL W-31(CA) SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED SIMULTANEOUSLY REMOVE AND SALVAGE SIGN WITH CONSRUCTION OF ADJACENT PHASE O INSTALL END -OF -STREET STANDARD TYPE III BARRICADE PER CALTRANS A73C SEE DETAIL ON SHT. 7 ® CONSTRUCT 6' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. NOTES: 1. SEE SEWER AND STORM DRAIN PLANS FOR SEWER AND DRAIN PLANS AND DETAILS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "8' A.C. OVER 0.80' AGGREGATE BASE OVER 1.0' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 3. OLD RIVER ROAD - PAVEMENT TO BE 0.45' TYPE "B" A.C. OVER 1.65' AGGREGATE BASE OVER 1.0' COMPACTED Q.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 4. PANAMA LANE - PAVEMENT TO BE 0.45' TYPE 'B' A.C. OVER 1.65 AGGREGATE BASE OVER 1.0' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 5. ALL CATCH BASINS TO BE TYPE 'A' WITH 3.5' OPENINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 6. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD UNLESS OTHERWISE NOTED. /•l}6536 0/1 22+00 362 360 358 356 354 352 350 348 346 344 362 360 358 356 354 352 350 348 346 344 SCALE: 1"=50' 25 0 50 100 50 12.5 n nni �hlllld FORT SANDERS AVENUE BLOUNTSVILLE DRIVE SEE SHEET 8 SEE SHEET 7 I C2 u_j I m J 00 ( W J OO I I W $� 15 12 go _> 24 1 I NO NN I 73 O!n -_ __ ON 0 N ' Qo z I �, > I` M 14 13 a V) 25 3 In I W >° ( z 7 2 I v f �R/W 2 3 °r° f f _J INTERSECTION i m i STA 10+00.00 C.L. MOSSY CREEK WAY = Cl 0 .n Cl I I STA. 15+38.00 C.L. FORT SANDERS AVENUED cn 124" DRAIN o I I 1 F3Tnl- S -I -8" SEWER- o 26 T -Cl I S f 71 - - - - - - __ T --- -- -- ----a M. I W I 3 II a M I /W 2 N 3 In I z o ( � I -F oW o In I N 1 + 49 I � > 2 7 N M N J� ppm 'i N "ria U ti ( O O I � . W ddI 0 +1+ 0 I N^ I z 04 I Q :I ��� ' �'� i 28 I W�� 47 I 50 m�� 1 Of -- -- -- ---I ( oou_ -- -- --�-- -- -- ---I 354 352 350 348 346 344 342 354 352 350 348 346 344 342 IT MOSSY CREEK WAY (STA. 10+00.00 TO 13+10.01) SCALE: 1" = 50' HORIZONTAL 10+00 11+00 12+00 (STA. 10+00.00 TO 13+10.01) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL .n I 354 352 350 348 346 344 342 13+00 LEGEND: SHEET 7 in I DELTA FL FLOWUNE POVC POINT ON VERTICAL CURVE CL CENTERUNE BVC BEGIN VERTICAL CURVE cl ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI M ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE PIVC POINT OF INTERSECTION TC TOP OF CURB 'R81(CA)" - BIKE LANE 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 0 FURNISH do INSTAL_ SURVEY MONUMENT PER C.O.B. STD. ST -13. OO EXISTING SURVEY MONUMENT Ts -+- FURNISH do INSTALL STREET SIGN PER C.O.B. STD. T-1. + FURNISH do INSTALL METRO STREET J -o- FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. STD. ST -14 - a- FURNISH do INSTALL STREET UGHT-9500 LUMEN PER C.O.B. STD. ST -14 W PHASE BOUNDARY W FURNISH & INSTALL INTERCONNECT CONDUIT Y p EXISTING GR0jND m � TRACT BOUNDARY Y Q O O TR3=NO 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE W - PROPOSED EDGE OF PAVEMENT O CURVE NUMBER FOR CURVE DESCRIPTION ALONG CURB SECTION DESIGNATION: OTAPER NUMBER FOR TAPER DESCRIPTION ALONG CURB CTION LETTER 0 ITEM OF WORK - SEE SCHEDULE A _ _ SECTION LINE 1 LLJocmw O SHEET SECTION IS LOCATED W '- � W C 11 u 0 = 1 /r (j S= 0.20% fU m W N )ROPOSEI I WEST FLOWLINE S= 0.20% PROPOSfM EAST FLOWLINE 10+00 11+00 12+00 (STA. 10+00.00 TO 13+10.01) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL .n I 354 352 350 348 346 344 342 13+00 10+00 11+00 12+00 (STA. 10+00.00 TO 13+10.01) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL 354 352 350 348 346 344 342 13+00 LEGEND: SHEET 7 LENGTH ABBREVIATIONS DELTA FL FLOWUNE POVC POINT ON VERTICAL CURVE CL CENTERUNE BVC BEGIN VERTICAL CURVE cl ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI M ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE PIVC POINT OF INTERSECTION TC TOP OF CURB 'R81(CA)" - BIKE LANE 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 0 FURNISH do INSTAL_ SURVEY MONUMENT PER C.O.B. STD. ST -13. OO EXISTING SURVEY MONUMENT Ts -+- FURNISH do INSTALL STREET SIGN PER C.O.B. STD. T-1. + FURNISH do INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. -o- FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. STD. ST -14 - a- FURNISH do INSTALL STREET UGHT-9500 LUMEN PER C.O.B. STD. ST -14 PHASE BOUNDARY W FURNISH & INSTALL INTERCONNECT CONDUIT TS6 m m _ w m � TRACT BOUNDARY T63 !L5 FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT TR3=NO 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE - - PROPOSED EDGE OF PAVEMENT O CURVE NUMBER FOR CURVE DESCRIPTION ALONG CURB SECTION DESIGNATION: OTAPER NUMBER FOR TAPER DESCRIPTION ALONG CURB CTION LETTER 0 ITEM OF WORK - SEE SCHEDULE A _ _ SECTION LINE 1 SHEET SECTION IS LOCATED � 11 0 /r (j fU m W N S= 0.20% PROPOSfM EAST FLOWLINE 10+00 11+00 12+00 (STA. 10+00.00 TO 13+10.01) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL 354 352 350 348 346 344 342 13+00 �.0 INTERSECTION STA. 13+10.01 C.L. MOSSY CREEK WAY . STA. 14+84.15 C.L.BLOUNTSVILLE DRIVE - 1 1 70 I 1 i 69 I I BLOUNTSVILLE DRIVE SEE LEGEND: SHEET 7 LENGTH ABBREVIATIONS DELTA FL FLOWUNE POVC POINT ON VERTICAL CURVE CL CENTERUNE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE PIVC POINT OF INTERSECTION TC TOP OF CURB 'R81(CA)" - BIKE LANE 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 0 FURNISH do INSTAL_ SURVEY MONUMENT PER C.O.B. STD. ST -13. OO EXISTING SURVEY MONUMENT Ts -+- FURNISH do INSTALL STREET SIGN PER C.O.B. STD. T-1. + FURNISH do INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. -o- FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. STD. ST -14 - a- FURNISH do INSTALL STREET UGHT-9500 LUMEN PER C.O.B. STD. ST -14 �.0 INTERSECTION STA. 13+10.01 C.L. MOSSY CREEK WAY . STA. 14+84.15 C.L.BLOUNTSVILLE DRIVE - 1 1 70 I 1 i 69 I I BLOUNTSVILLE DRIVE SEE CURVE SHEET 7 LENGTH is �f DELTA I 20.00' 31.42' 20.00' 90'00'00" "R5-1" - DO NOT ENTER 9 Z f � SEE SEWER AND STORM DRAIN PLANS, STORM DRAIN MANHOLE "R26(CA)' - NO PARKING "W3-3" - SIGNAL AHEAD 11 0, "R3 -5R' - RIGHT TURN ONLY 'W3-1" - STOP AHEAD 0 I 'R4-7' - KEEP RIGHT "S5-2" - END SCHOOL ZONE Wr?tJM 'R81(CA)" - BIKE LANE 'S4 -Y - WHEN CHILDREN ARE PRESENT S J ^I 'W31(CA)" - END 'S4-3' - SCHOOL ® SEE SEWER AND STORM DRAIN PLANS, SEWER MANHOLE `.f I 10 �W) w N 'WI4-Y - NO OUTLET 0 Z Ts F H .A y r 2� 11111INIIIIIIIIIIII oNl PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) IR CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA Cl 20.00' 31.42' 20.00' 90'00'00" '_ II INTERSECTION 'Rt -1' - STOP STA 10+00.00 C.L. FAIR GARDEN WAY STA. 13+04.15 C.L BLOUNTSVILLE DRIVE i "R6-1" - ONE WAY 12 ' "R5-1" - DO NOT ENTER .,, 13 Z f � SEE SEWER AND STORM DRAIN PLANS, STORM DRAIN MANHOLE "R26(CA)' - NO PARKING "W3-3" - SIGNAL AHEAD 11 0, 356 354 352 350 348 346 344 356 354 352 350 348 346 344 DAVIS DRIDGE AVENUE SEE SHEET 5 1 � I 1 SII X11 I mJg 2 46 WJg ( I ( 53 8 so , P4`= cir cila WI oN oN I IN+ , IvW I III -1 45 Go 54 3 N 3 H A S r I 1 R/W , 2 5 f -- -- -W- -- - W--- -- -- --- I o � Il s �,1n�o_8'� DRAIN s_ s Cl I ( 5 5 - _._ 18" DRAIN c ClLd , i� C INTERSECTION Z = , STA. 13+10.01 C.L. FAIR GARDEN WAY = 3 u 2 /W M n 3 ; + ; I STA. 13+05.30 C.L. DAVIS DRIDGE AVENUE 7344 0 o (.Q 56 1 0 + o M Z I W I UF- -4 li p _a I m � 80 W Q I I ova � ooI cn I �+ I I 57 72 a 43� I > W to In m to to I Q = 1 I FAIR GARDEN WAY (STA. 10+00.00 TO 13+10.01) SCALE: 1" = 50' HORIZONTAL I V V 1L I WV (STA. 10+00.00 TO 13+10.01) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL 1 VTVV R1-1 FURNISH do INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: ♦JTAZ TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION 'Rt -1' - STOP 'WI -7" - DOUBLE ARROW STORM DRAIN UNE "R6-1" - ONE WAY "WI -6" - SINGLE ARROW "R5-1" - DO NOT ENTER 'WI -1" - CURVE ARROW 0 SEE SEWER AND STORM DRAIN PLANS, STORM DRAIN MANHOLE "R26(CA)' - NO PARKING "W3-3" - SIGNAL AHEAD "R3 -5R' - RIGHT TURN ONLY 'W3-1" - STOP AHEAD SEE SEWER AND STORM DRAIN PLANS. CATCH BASIN 'R4-7' - KEEP RIGHT "S5-2" - END SCHOOL ZONE 'R81(CA)" - BIKE LANE 'S4 -Y - WHEN CHILDREN ARE PRESENT S SANITARY SEWER UNE 'W31(CA)" - END 'S4-3' - SCHOOL ® SEE SEWER AND STORM DRAIN PLANS, SEWER MANHOLE 'W14-1' - DEAD END 'R2-1' - SPEED LIMIT 20 'WI4-Y - NO OUTLET 0 SEE SEWER AND STORM DRAIN PLANS, SEWER CLEANOUT Ts FURNISH do INSTALL TRAFFIC SIGNAL CONDUIT 11111INIIIIIIIIIIII CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) IR FURNISH & INSTALL IRRIGATION CONDUIT PHASE BOUNDARY iC FURNISH & INSTALL INTERCONNECT CONDUIT TS6 m m _ w m � TRACT BOUNDARY T63 !L5 FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT TR3=NO 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE - - PROPOSED EDGE OF PAVEMENT O CURVE NUMBER FOR CURVE DESCRIPTION ALONG CURB SECTION DESIGNATION: OTAPER NUMBER FOR TAPER DESCRIPTION ALONG CURB CTION LETTER 0 ITEM OF WORK - SEE SCHEDULE A _ _ SECTION LINE 1 SHEET SECTION IS LOCATED 356 354 352 350 348 346 344 356 354 352 350 348 346 344 I ITVV - ILTVV IJY00 (STA. 10+00.00 TO 13+10.01) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL CONSTRUCTION NOTES: 01 CONSTRUCT TYPE 'B" CURB do GUTTER PER C.O.B. STD. ST -1. O CONSTRUCT 5' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. OCONSTRUCT HANDICAP RAMP PER CALTRANS 2010 REVISED STANDARD PLAN R.S.P. A88A-CASE A - DETAIL B. ® PAINT 12" LIMIT UNE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. OCONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. COMPACT SUBGRADE TO 95% OF MAX. TO 12' BEYOND GUTTER UP TO A DEPTH OF 12". ©INSTALL W-31(CA) SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED SIMULTANEOUSLY REMOVE AND SALVAGE SIGN WITH CONSRUCTION OF ADJACENT PHASE O INSTALL END -OF -STREET STANDARD TYPE III BARRICADE PER CALTRANS A73C SEE DETAIL ON SHT. 7 ® CONSTRUCT 6' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. NOTES: 1. SEE SEWER AND STORM DRAIN PLANS FOR SEWER AND DRAIN PLANS AND DETAILS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 0.80' AGGREGATE BASE OVER 1.0' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 3. OLD RIVER ROAD - PAVEMENT TO BE 0.45' TYPE 'B' A.C. OVER 1.65' AGGREGATE BASE OVER 1.0' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 4. PANAMA LANE - PAVEMENT TO BE 0.45' TYPE "B" A.C. OVER 1.65' AGGREGATE BASE OVER 1.0' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 5. ALL CATCH BASINS TO BE TYPE 'A" WITH 3.5' OPENINGS PER C.O.B. STD. 0-14, UNLESS NOTED OTHERWISE. 6. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD UNLESS OTHERWISE NOTED. 6 5-3 0 Pill. � u�nm � 11 360 358 356 354 352 350 348 346 344 360 358 356 354 352 350 348 346 344 FAIR GARDEN WAY j, , H A SEE SHEET 6 I I I 1 I I 1 I I I I I I I (I I 1 0 1 I I HASEI LINE I I 1 I I I ,A i■R- � tl $ d -a - - - --#1! -�! �■F-- -�■e■- 41110*_ -4 - "` - mi #3-�€0MA, -s• i13! MM ><-_ 1 y. dn_1 • q � } 3N N N U n i s }� }� >-� 4r� a� 1 r� a a QJ Y" .4 1 Q lL 1,3,� I Q Mc» ?r=cL I 3 I 3 1 3 I 3 1 _ I 3 13 I 3 1 3 I WF _ 0 -: I ZU w w a$� 1 I I W> I I ' 1 I I % 1 Wy I m_j �`' ' ot$ it O aI Od ii% iY d W O I NM I�� QtA �I� + I + I 1 I �+ I I I I oN I �+ N d =to J -.i O ,fl O O O D D O O O to O e) + N�Lili N+ + + Q" + + N+ 1 I I I mQ W -i I - I I 1 I 1 1 I i lo -;N 1 I 1 I va I Q ���y `�� I a l a 1 d 1 a I '� ( d 1 a I < 1 a 1 ci a �tQI 73 72 �Q� 71 Ir, N 70 69 68 67 66 65 64 63 6261 I 60N to 1 + i • _jI 14 41 j1 _jI jI j JI �I �I jI �I C)�N �I �` I �1 �1 �I �I +�I �I Li �I �I N C� 4mI� +I rI -re) �I �1 �I 01 Al mI N N W ,� ,il ( �I ,+ni cool CO ,+�1 coo1 0+01 o+il a+il of +I a '� �I 1 �i �'Ip Ln 1 "I �',",I� '"I '-1 �yy � I '-I `VI I c1 3 gv oIn cil 30z6 fi. 13 s 8" SEWER 14+00 �' 15+SD0 516+00 8" SEWERS 17+00 S 18+00 S X19+00 S - o , 20+006 SEWER 21+00 S �+ 22+00 - -� - f - --I- - - -}- - 1 - - �- - - - i - - --{- - - � -- - _ -I--o -I - I- - F - - -I- - - -F-- - - a s 8967-- a -- S 89'W17* E 779.20' o o 18 DRAIN o 3 `;� 1 96 o 1 -1 ti II J Li gal00 lai FL W I ta:Lei (rn I 1 I Ir� 53 11 r 1 W +1 ■ I� I i 1 1 I I N O IN zCD NI QI ai ■ ', xn� r r r -, tnl C3 L.:I C3 Ci11 I rn I cp U CURVE TABLE n l 3 zco a 56 <� 57 Wco n9 ocQ d Zaa 13 ccoc`ool I 3 1-- w I M to I F- F- N N I FURNISH & INSTALL IRRIGATION CONDUIT W Ld WN CV g �± Qd im3 NNI -j tai (ad•i i;c~n1c, I - i � - 1 � ■ ■ � ■ ■ mommomme ■ 1 I jI 5 X6 fQl CURVE RADIUS LENGTH 7R3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE 1R6=N0. 6 SIZE TANGENT DELTA O I -I � I W $ o v o ® ITEM OF WORK - SEE SCHEDULE - - - - - A SECTION LINE 1 C1 20.00' 31.42' 20.00' 90'00'00" It9 i � N04� I "� �- + + 1 �,i13 ± I I NN IQ 1 Q in Lo O,n- I J` I I�+ i C2 35.00' 27.13' 14.29' 44'24'55' ( II 0 5 d."; -1 �'Wco m d 4Q r�++ I d 3 1 2 a 1 I(4F oa Io• I o. M I tri N m z a MOSSY C3 42.00' 197.06' 42.87' 268'49'50" ' ci Ai SHEET 6 - ^ - m cn N C4 30.00' 47.30' 30.17' 90'19'52" M c NI j _jI co ■ _' � I 4�1 C5 30.00' 46.95' 29.83' 89'40'08' ■ �' rQ- 1Ld N M w W N + I N I iI of J co M M < ■ I C3 a_ , 6" SEWER S �_ - - }- - s 8" SEWER a �� 130Z3 0+00 S 89'06'17' E 304.15' 11 +00 c 12+00 co +Cf II M 4. C2,. m LL: W W t�a W `"„ TJ 2 -i -J u: /W ti ■ ,� W L 1 I ,n ■ -4 113 to&1W 4. t7 Mm+ n _ J J .- ■ ce NI 0: - - U WN H ■ W c N NI v'I IN tri�to O O G^O '� In �: M SI `` Co N 1 I I GI tOUNDco cS tnl w v � I I �J c i I ■ ■ F- N Mn I m00D000 a�_ _ I � I Y,�,fS I o + +»> M/EXISTING Z+ #+ N}N} ctct Q��} 1 00 �+ 3+ I I + mNN -- ---- ac o �-- wQ Ita,Fn. - cc UP cj ■ INGGR ND -iQ- t►o H + N v ,eaN cn o to cn , 360 358 356 354 352 350 348 346 344 360 358 356 354 352 350 348 346 344 FAIR GARDEN WAY j, , H A SEE SHEET 6 I I I 1 I I 1 I I I I I I I (I I 1 0 1 I I HASEI LINE I I 1 I I I ,A i■R- � tl $ d -a - - - --#1! -�! �■F-- -�■e■- 41110*_ -4 - "` - mi #3-�€0MA, -s• i13! MM ><-_ 1 y. dn_1 • q � } 3N N N U n i s }� }� >-� 4r� a� 1 r� a a QJ Y" .4 1 Q lL 1,3,� I Q Mc» ?r=cL I 3 I 3 1 3 I 3 1 _ I 3 13 I 3 1 3 I WF _ 0 -: I ZU w w a$� 1 I I W> I I ' 1 I I % 1 Wy I m_j �`' ' ot$ it O aI Od ii% iY d W O I NM I�� QtA �I� + I + I 1 I �+ I I I I oN I �+ N d =to J -.i O ,fl O O O D D O O O to O e) + N�Lili N+ + + Q" + + N+ 1 I I I mQ W -i I - I I 1 I 1 1 I i lo -;N 1 I 1 I va I Q ���y `�� I a l a 1 d 1 a I '� ( d 1 a I < 1 a 1 ci a �tQI 73 72 �Q� 71 Ir, N 70 69 68 67 66 65 64 63 6261 I 60N to 1 + i • _jI 14 41 j1 _jI jI j JI �I �I jI �I C)�N �I �` I �1 �1 �I �I +�I �I Li �I �I N C� 4mI� +I rI -re) �I �1 �I 01 Al mI N N W ,� ,il ( �I ,+ni cool CO ,+�1 coo1 0+01 o+il a+il of +I a '� �I 1 �i �'Ip Ln 1 "I �',",I� '"I '-1 �yy � I '-I `VI I c1 3 gv oIn cil 30z6 fi. 13 s 8" SEWER 14+00 �' 15+SD0 516+00 8" SEWERS 17+00 S 18+00 S X19+00 S - o , 20+006 SEWER 21+00 S �+ 22+00 - -� - f - --I- - - -}- - 1 - - �- - - - i - - --{- - - � -- - _ -I--o -I - I- - F - - -I- - - -F-- - - a s 8967-- a -- S 89'W17* E 779.20' o o 18 DRAIN o 3 `;� 1 96 o 1 -1 ti II J Li gal00 lai FL W I ta:Lei (rn o 3 N 1 Ir� 53 11 r 1 W +1 W,3 Q' I� I i 1 1 o N O IN zCD NI QI ai coi NI 10 INV mti -, tnl C3 L.:I C3 Ci11 I rn I cp U EXISTING SURVEY MONUMENT IC) n l + zco mNN 56 <� 57 Wco n9 ocQ d Zaa oQ ccoc`ool 0 O 1-- w I M to I F- F- N N I 12 LL: 1 ' N Q gal00 /.� FL 3025 ta:Lei -- �T- -- Ir� 53 1 r 1 W +1 I� I� I i 1 1 o N H A 51 E U QI ai coi NI FINISH CONCRETE INV o Io NI tnl .j k D 3 Y rn I cp U EXISTING SURVEY MONUMENT IC) n l + zco �I r 56 <� 57 Wco n9 a Ts � ccoc`ool + I IQciz Imoo + +I FURNISH & INSTALL IRRIGATION CONDUIT W Ld WN CV g �± Qd Ic NNI I o (ad•i i;c~n1c, FI IrI oQ p! � ■ ■ � ■ ■ mommomme ■ 1 I jI 5 X6 fQl �1 c6wcni m1 0 7R3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE 1R6=N0. 6 SIZE z y 1 C) O I -I NI NI NUMBER FOR TAPER DESCRIPTION ALONG CURB ON LETTER ® ITEM OF WORK - SEE SCHEDULE - - - - - A SECTION LINE 1 SHEET SECTION IS LOCATED COV' ...ice It9 mN � J � I 44 } 49>- �- 50 } a 51 1 �,i13 �� I I NN IQ 1 Q in Lo O,n- I I I�+ i � ( II ,i,iy,+ M �+ ++ r�++ ' [CC* I I I(4F oa Io• I o. M I N m z a MOSSY CREEK WAY Q SEE SHEET 6 - ^ - m cn N >:-- N N M NI I 1 I I I I BLOUNTSVILLE DRIVE (STA. 10+00.00 TO 21+92.06) SCALE: 1" = 50' HORIZONTAL wil Lc 1 ' TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION 7iooi gal00 /.� FL FLOWUNE POVC POINT ON VERTICAL CURVE �1 �I NI LL: Ir� 53 1 r 1 3+54 1 3+55 +1 I� I� I i 1 1 o N H A 51 E wil Lc LEGEND: TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION u: ABBREVIATIONS "WI -7' - DOUBLE ARROW FL FLOWUNE POVC POINT ON VERTICAL CURVE CL CENTERUNE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI +1 ECR END CURB RETURN PRC I v�+il of o N POINT OF INTERSECTION TC TOP OF CURB U QI ai coi NI FINISH CONCRETE INV o Io NI tnl .j k RUBBER GASKETED JOINT Q - -i I cp U EXISTING SURVEY MONUMENT IC) -+- l + zco `J` 56 <� 57 YUiL n9 58QL Ts 59 ccoc`ool I + IQciz Imoo IR FURNISH & INSTALL IRRIGATION CONDUIT i++ WN CV ll6 1 N04 1 �± Qd Ic NNI I o (ad•i i;c~n1c, oQ � ■ ■ � ■ ■ mommomme ■ 1 I I jI 5 X6 N IWo cn c6wcni 3 10+00 11+00 12+00 13+00 14+00 15+00 1 b+uu (STA. 10+00.00 TO 21+92.06) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL 1 i+uu I utuu Lvt vv rtMORLIF"w rtAKr_v1j 10+00 11+00 12+00 13+00 14+00 C-0115+00 16+00 (STA. 10+00.00 TO 21+92.06) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL LEGEND: TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION 'Rt -1' ABBREVIATIONS "WI -7' - DOUBLE ARROW FL FLOWUNE POVC POINT ON VERTICAL CURVE CL CENTERUNE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE PIVC POINT OF INTERSECTION TC TOP OF CURB U OF VERTICAL CURVE TP TOP OF PAVEMENT SDMH STORM DRAIN MANHOLE FC FINISH CONCRETE INV INVERT RCP REINFORCED CONCRETE PIPE G.B. GRADE BREAK RGJ RUBBER GASKETED JOINT Q - FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. @o EXISTING SURVEY MONUMENT "Wi4-1' -+- FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. + zco -c>- - E- FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. STD. ST -14. SEE SEWER AND STORM DRAIN PLANS, SEWER CLEANOUT Ts FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS PER C.O.B. STD. ST -4 (UNLESS OTHERWISE NOTED) IR FURNISH & INSTALL IRRIGATION CONDUIT now saw own 0 eommi r ® PHASE BOUNDARY Ic FURNISH & INSTALL INTERCONNECT CONDUIT � ■ ■ � ■ ■ mommomme ■ ■ mommom TRACT BOUNDARY T83 jI 5 X6 FURNISH & INSTAL_ SPLICE BOX FOR INTERCONNECT 7R3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE 1R6=N0. 6 SIZE - - PROPOSED EDGE OF PAVEMENT O CURVE NUMBER FOR CURVE DESCRIPTION ALONG CURB SECTION DESIGNATION: OTAPER NUMBER FOR TAPER DESCRIPTION ALONG CURB ON LETTER ® ITEM OF WORK - SEE SCHEDULE - - - - - A SECTION LINE 1 SHEET SECTION IS LOCATED It9 sow � ( II M ' [CC* d0' t0 M - - - ^ - >:-- M co � M w W J M M N +Cf II M 4. LL: W W t�a W W 113 to&1W 4. t7 Mm+ n _ J J - - U WN H W W a W N N + tri�to O O G^O '� In �: `` GI tOUNDco QN + ci o + +»> M/EXISTING -- ---- c�cn �-- - cj I INGGR ND + v �� d--- -- ---- -- ---- -- ---- -- ---- -- ---- -- ---- �F S 0.91 - --1 W W W to mW; a a a •+�-� - _- - __' - _ _ 3=0. JC-_ ----- >> S=-0.2 % 3 a m a c,,i � - -- - - -- s= -o. ..... FROPOSED NORTH OWUNE -- -- --- - S= o.00% � Q S= 1.50% ST 14+59 F.L. 3 �R7NORTH7NE-,' Q N _-- _-- - AL F.L ELEV.= .40' . - ... ..... nn . nn 10+00 11+00 12+00 13+00 14+00 15+00 1 b+uu (STA. 10+00.00 TO 21+92.06) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL 1 i+uu I utuu Lvt vv rtMORLIF"w rtAKr_v1j 10+00 11+00 12+00 13+00 14+00 C-0115+00 16+00 (STA. 10+00.00 TO 21+92.06) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL I[AIAL R1-1 i FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: LEGEND: TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION 'Rt -1' ABBREVIATIONS "WI -7' - DOUBLE ARROW FL FLOWUNE POVC POINT ON VERTICAL CURVE CL CENTERUNE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE PIVC POINT OF INTERSECTION TC TOP OF CURB U OF VERTICAL CURVE TP TOP OF PAVEMENT SDMH STORM DRAIN MANHOLE FC FINISH CONCRETE INV INVERT RCP REINFORCED CONCRETE PIPE G.B. GRADE BREAK RGJ RUBBER GASKETED JOINT Q - FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. @o EXISTING SURVEY MONUMENT "Wi4-1' -+- FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. -c>- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.Q.B. STD. ST -14. E- FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. STD. ST -14. I[AIAL R1-1 i FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: T M• 2 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION 'Rt -1' - STOP "WI -7' - DOUBLE ARROW STORM DRAIN LINE "R6-1' 'R5-1' - ONE WAY 'WI -6" - SINGLE ARROW "W1-1' ® SEE SEWER AND STORM DRAIN PLANS, STORM DRAIN MANHOLE - DO NOT ENTER - CURVE ARROW co 'R26(CA)" 'R3 - NO PARKING "W3-3" - SIGNAL AHEAD 'W3-1" SEE SEWER AND STORM DRAIN PLANS, CATCH BASIN -5R"- RIGHT TURN ONLY - STOP MEAD U 9R4-7" - KEEP RIGHT *S5-2" - END SCHOOL ZONE s SANITARY SEWER UNE "R81(CA) - BIKE LANE S4-2 - WHEN CHILDREN ARE PRESENT "W31(CA)' - END "S4-3' - SCHOOL ® SEE SEWER AND STORM DRAIN PLANS, SEWER MANHOLE "Wi4-1' - DEAD END 'R2-1" - SPEED LIMIT 20 "W14 -Z' - NO OUTLET ® SEE SEWER AND STORM DRAIN PLANS, SEWER CLEANOUT Ts FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS PER C.O.B. STD. ST -4 (UNLESS OTHERWISE NOTED) IR FURNISH & INSTALL IRRIGATION CONDUIT now saw own 0 eommi r ® PHASE BOUNDARY Ic FURNISH & INSTALL INTERCONNECT CONDUIT � ■ ■ � ■ ■ mommomme ■ ■ mommom TRACT BOUNDARY T83 jI 5 X6 FURNISH & INSTAL_ SPLICE BOX FOR INTERCONNECT 7R3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE 1R6=N0. 6 SIZE - - PROPOSED EDGE OF PAVEMENT O CURVE NUMBER FOR CURVE DESCRIPTION ALONG CURB SECTION DESIGNATION: OTAPER NUMBER FOR TAPER DESCRIPTION ALONG CURB ON LETTER ® ITEM OF WORK - SEE SCHEDULE - - - - - A SECTION LINE 1 SHEET SECTION IS LOCATED I `J+uu Lut uu L 1 t V V CONSTRUCTION NOTES: Ol CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. 02 CONSTRUCT 5' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. OCONSTRUCT HANDICAP RAMP PER CALTRANS 2010 REVISED STANDARD PLAN R.S.P. A88A-CASE A - DETAIL B. ® PAINT 12' LIMIT UNE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. OCONSTRUCT 12' WADE CROSS GUTTER PER C.O.B. STD. ST -17. COMPACT SUBGRADE TO 95% OF MAX. TO 12' BEYOND GUTTER UP TO A DEPTH OF 12". ©INSTALL W-31(CA) SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED SIMULTANEOUSLY REMOVE AND SALVAGE SIGN WITH CONSRUCTION OF ADJACENT PHASE O INSTALL END -OF -STREET STANDARD TYPE III BARRICADE PER CALTRANS A73C SEE DETAIL ON SHE 7 ® CONSTRUCT 6' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. NOTES: 1. SEE SEWER AND STORM DRAIN PLANS FOR SEWER AND DRAIN PLANS AND DETAILS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE 'B" A.C. OVER 0.80' AGGREGATE BASE OVER 1.0' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 3. OLD RIVER ROAD - PAVEMENT TO BE 0.45' TYPE "B" A.C. OVER 1.65' AGGREGATE BASE OVER 1.0' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 4. PANAMA LANE - PAVEMENT TO BE 0.45' TYPE 'B' A.C. OVER 1.65 AGGREGATE BASE OVER 1.0' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 5. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE 6. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD UNLESS OTHERWISE NOOT�ED. A /- 6 0 (4 e 358 356 354 350 348 346 344 360 358 356 354 352 350 348 346 344 SCALE: 1"=50' 25 0 50 100 50 125 N d i W co o_ U �Q 4l N 358 356 354 350 348 346 344 360 358 356 354 352 350 348 346 344 SCALE: 1"=50' 25 0 50 100 50 125 i 111111111 AI CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA Cl 20.00' 31.42' 20.00' 90100,00" C2 35.00' 27.13' 14.29' 44-2455" C3 42.00' 197.06' 42.87' 26849'50* MOSSY CREEK WAY -- - - I - -- I - - Z ABBREVIATIONS SEE SHEET T 2 r < L_ 'RI -l' Lo 'Wl-'r - DOUBLE ARROW LA_■ FL LqL: L: ;L Iwww _j c; 13N STORM DRAIN LINE c; CENTERLINE BVC BEGIN VERTICAL CURVE l) 5m im LAJ 0 N C4 1 cr In al 0 p 00 + w + C) + it (=)I + -3 cs ci z fal. + ci 21 21 c ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE *R4-70 19 z C> LL: 0 b rJQ 'I C> 14cn c + W 0 I<- I c; V) 48cn ~47 <- 46 -i 45 44 43 m _j < uj 90(<��� _j_j Do *S4-30 - SCHOOL co le _j a I- 1': + I + c� F= 0.6 Lu 0 1-4 LL. LL: LL: LL: LL: w in L.� I U) + + 0 U-) cr + W) I 0: - 0 cs II 3 U) 0 6 Go I +I + MI MI It 0 +I +I 3 cn +< OO FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. cn + + Col In t IC (Z FURNISH & INSTALL INTERCONNECT CONDUIT N77M PHASE BOUNDARY C-41 @ EXISTING SURVEY MONUMENT TR3 rg5 M6�mm�mE�mm� 4 TRACT BOUNDARY MOSSY CREEK WAY -- - - I - -- I - - Z ABBREVIATIONS SEE SHEET T 2 r < L_ 'RI -l' - STOP 'Wl-'r - DOUBLE ARROW z(DZ FL LqL: L: ;L Iwww _j *W1-6" - SINGLE ARROW STORM DRAIN LINE m 00 CENTERLINE BVC BEGIN VERTICAL CURVE l) 5m -g LAJ Iwc; z WC C> I w Cg cs r, +nLo00 C) + it + &LC.D:P in g 10p & C *W3-1* - STOP MEAD L16 c ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE *R4-70 - KEEP RIGHT *S5-2* - END SCHOOL ZONE a rJQ 'I C> 14cn c + W 0 I<- I c; V) 48cn ~47 <- 46 -i 45 44 43 38 C6 + POINT OF INTERSECTION TC TOP OF CURB _j_j Do *S4-30 - SCHOOL co le _j a I- 1': m cm Orn 0 a; X U) F= 0.6 Lu 0 1-4 LL. LL: LL: LL: LL: LL: U) + + 0 U-) cr + W) I 0: - 0 Cl e�xt 3 U) 0 �<_ �<_ co In V) + <0 +I Lo t +I MI MI It rn + I 3 cn +< OO FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. cn + + Col IC FURNISH & INSTALL INTERCONNECT CONDUIT N77M PHASE BOUNDARY C-41 @ EXISTING SURVEY MONUMENT TR3 rg5 M6�mm�mE�mm� I -- - - - -- - I - - -- - - I - -- I - - Z ABBREVIATIONS R11-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19. T 2 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION < L_ 'RI -l' - STOP 'Wl-'r - DOUBLE ARROW z(DZ FL FLOWLINE POVC POINT ON VERTICAL CURVE Iwww _j -J *W1-6" - SINGLE ARROW 40 STORM DRAIN LINE CL CENTERLINE BVC BEGIN VERTICAL CURVE *R5-1' - DO NOT ENTER LAJ SEE SEWER AND STORM DRAIN PLANS, STORM DRAIN MANHOLE ELEV ELEVATION EVC END VERTICAL CURVE + I p C) + it + + 'R3 -5R" - RIGHT TURN ONLY *W3-1* - STOP MEAD L16 c ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE *R4-70 - KEEP RIGHT *S5-2* - END SCHOOL ZONE 42 41 BC N 40 40 m c; c`n`3 cs co 9 • <� 38 z POINT OF INTERSECTION TC TOP OF CURB -W31(CA)- - END *S4-30 - SCHOOL co le _j a I- 1': m cm Orn 0 a; X - DEAD END *R2-1* - SPEED LIMIT 20 SEE SEWER AND STORM DRAIN PLANS, SEWER MANHOLE _4 + U. & + & *WI4-2* - NO OUTLET C LL:I c; INV 0: - 0 Cl e�xt $� GRADE BREAK RGJ RUBBER GASKE7ED JOINT -Ts + FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT cn +1 CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS cn I �IV) +< OO FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. cn + + Col IC FURNISH & INSTALL INTERCONNECT CONDUIT Imm Imm PHASE BOUNDARY C-41 @ EXISTING SURVEY MONUMENT TR3 rg5 M6�mm�mE�mm� TRACT BOUNDARY L FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. IR/W C/) PROPOSED EDGE OF PAVEMENT + i _-�Ln O CURVE NUMBER FOR CURVE DESCRIPTION ALONG CURB -- -<>- Z cq 630AA -8 i CD C3 10 00 11+00 -D 13+ D--- 144-00 D - - - ---------- 4,52 1 r' cl 16+00 17+00 18+00 19+00 ■ + + 04 20+00 21+00 -S _s_ s + _s_ s s S_ 630Z9N 63CIZ8 L X C2 I ,T u: LL:r __ - J _ ,� I La: - -- -4 U- t-Aj: F LL: R/W��-- J -- - U- 9 CrI -41 61 81 U- 2 C3 cri Go -TEMPORARY TURNAROUND cc RI to 9+ Ln DESIGNED PER CITY OF 8 + + + + rl �m kn :21 U-) M 04 rn + !2 + + + + + BAKERSFIELD PLATE T-14 MANN c1l, - !2 Co C -i " ;�l + PER DOC. # 000215105211 44 0 LOT A cs g� I Co. + + g :I __j rj U- cnl cn cnl cnl Q 'n g� I g� w * cnl wl cni 22 23 24 5 26 27 2 8 ` 29 `1 30 8 37 moo + 3 0 �ce, c; c; cs !��2 c� 01 C) z Cs L-LJI C14 fl) c; c; SUMP mdi�uj 31 32 m 33 0 34 )5 6 m rn q LL: I LL: L: 12 c i I L: I L -Li: I d LL: J LL_ 04 [4 371 272 2� X2 7 279 33 35 8 c+, L: 68LL: dLL:J-j I M LL: crcll crc; I C:F 0E 8 C>l >- .6 I''�+ 0c+14-J(n Ef ae 6 < Lj< 6 UJC404 0G0LAJC4 m 5 jrCc CM;t ul OD■Z5 <+ + >w co+I co+++ + 9T co co co + + ■L&j LLI 60u) z in it clq c*4 m Of Q ix oc c� w wo < < In �g I M-> 0 ■w ■ELM: m a ■0 m m�mL�mm�mL�mm�mim = a 111 111111171 111 m '�ORT SANDERS '"""AVENUE ACT BOUNDARY 358 356 354 352 350 348 346 344 342 358 356 354 352 350 348 346 344 342 (STA. 10+00.00 TO 22+71.77) - ,* r.^1 1I^m - -A. IV VV I i vu I /--rvu II)tuu 14+UU 15+00 16+00 17+00 (STA. 10+00-00 TO 22+71.77) SCALE: 1" = 50' HORIZONTAL Cr'Al r- I" - R' X/CDTlr%Al 18+00 LEGEND: Z ABBREVIATIONS R11-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19. T 2 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION J IL 'RI -l' - STOP 'Wl-'r - DOUBLE ARROW z(DZ FL FLOWLINE POVC POINT ON VERTICAL CURVE *R6-1' -ONE WAY *W1-6" - SINGLE ARROW 40 STORM DRAIN LINE CL CENTERLINE BVC BEGIN VERTICAL CURVE *R5-1' - DO NOT ENTER *Wi-l' - CURVE ARROW SEE SEWER AND STORM DRAIN PLANS, STORM DRAIN MANHOLE ELEV ELEVATION EVC END VERTICAL CURVE L - NO PARKING N3-3" - SIGNAL AHEAD > BCR BEGIN CURB RETURN Pi POINT OF INTERSECTION 'R3 -5R" - RIGHT TURN ONLY *W3-1* - STOP MEAD L16 SEE SEWER AND STORM DRAIN PLANS, CATCH BASIN ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE *R4-70 - KEEP RIGHT *S5-2* - END SCHOOL ZONE Lu BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE -R81(CA)- - BIKE LANE 'S4 -f - WHEN CHILDREN ARE PRESENT E; SANITARY SEVER LINE PIVC POINT OF INTERSECTION TC TOP OF CURB -W31(CA)- - END *S4-30 - SCHOOL OF VERTICAL CURVE TP TOP OF PAVEMENT *WI4-1" - DEAD END *R2-1* - SPEED LIMIT 20 SEE SEWER AND STORM DRAIN PLANS, SEWER MANHOLE SDMH STORM DRAIN MANHOLE FC FINISH CONCRETE *WI4-2* - NO OUTLET C SEE SEWER AND STORM DRAIN PLANS, SEWER CLEANOUT INV INVERT RCP REINFORCED CONCRETE PIPE 7_ G.B. GRADE BREAK RGJ RUBBER GASKE7ED JOINT -Ts FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) OO FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. -IR FURNISH & INSTALL IRRIGATION CONDUIT IC FURNISH & INSTALL INTERCONNECT CONDUIT Imm Imm PHASE BOUNDARY @ EXISTING SURVEY MONUMENT TR3 rg5 M6�mm�mE�mm� TRACT BOUNDARY + FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT TR3=N0. 3 1/2 SIZE TR5--N0. 5 SIZE TR6=N0. 6 SIZE PROPOSED EDGE OF PAVEMENT + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. O CURVE NUMBER FOR CURVE DESCRIPTION ALONG CURB SECTION DESIGNATION: -<>- Z cq 00 CTION LETTER FURNISH 0 ITEM OF WORK - SEE SCHEDULE ED & INSTALL STREET LIGHT -9500 LUMEN PER C.D.B. STD. sT-14. >; SECTION LINE SHEET SECTION IS LOCATED W Lo to o >; In + w C4 04 26 C4 z C; le ac 0p o _j M MEKISTING C ROUND u: C04 w< LLJ m0 U) z L J LLJj NW La LL: LAJ in + I.- fq LLI JJ _j _j WLLI 0 -c M 2 w+ WW w m 1a-Lq U) N c�Ni 01 I C? Lu U-1 WCo 8 -EXISTING GROUND Z " a w m u r �N 1 LLI C3 w LL_ L L: LL: in C> cc; uj > Lu N�cl_ - C_) - to!) L - __%_ S= .21% . . . . . S =0.29% 0 5Offa- __IL -F CD > + 4. . 1 7 D S( 0-71470 o + CD + U) w L3 _j W W c g Li U) m �=0.24% < m cn oS--0.44% ... S__O.00% - -- - S= 21% S-0.29% PROP SEDNOR FLOOLINE i =I Go � IV VV I i vu I /--rvu II)tuu 14+UU 15+00 16+00 17+00 (STA. 10+00-00 TO 22+71.77) SCALE: 1" = 50' HORIZONTAL Cr'Al r- I" - R' X/CDTlr%Al 18+00 lu+uu 11+00 12+00 13+00 14+00 15+00 16+00 17+00 (STA. 10+00.00 TO 22+71.77) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL 19+00 20+00 21+00 22+00 358 356 354 352 350 348 346 344 342 23+00 18+00 19+00 20+00 21+00 22+00 LEGEND: Z ABBREVIATIONS R11-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19. T 2 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION J IL 'RI -l' - STOP 'Wl-'r - DOUBLE ARROW z(DZ FL FLOWLINE POVC POINT ON VERTICAL CURVE *R6-1' -ONE WAY *W1-6" - SINGLE ARROW 40 STORM DRAIN LINE CL CENTERLINE BVC BEGIN VERTICAL CURVE *R5-1' - DO NOT ENTER *Wi-l' - CURVE ARROW SEE SEWER AND STORM DRAIN PLANS, STORM DRAIN MANHOLE ELEV ELEVATION EVC END VERTICAL CURVE L - NO PARKING N3-3" - SIGNAL AHEAD > BCR BEGIN CURB RETURN Pi POINT OF INTERSECTION 'R3 -5R" - RIGHT TURN ONLY *W3-1* - STOP MEAD L16 SEE SEWER AND STORM DRAIN PLANS, CATCH BASIN ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE *R4-70 - KEEP RIGHT *S5-2* - END SCHOOL ZONE Lu BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE -R81(CA)- - BIKE LANE 'S4 -f - WHEN CHILDREN ARE PRESENT E; SANITARY SEVER LINE PIVC POINT OF INTERSECTION TC TOP OF CURB -W31(CA)- - END *S4-30 - SCHOOL OF VERTICAL CURVE TP TOP OF PAVEMENT *WI4-1" - DEAD END *R2-1* - SPEED LIMIT 20 SEE SEWER AND STORM DRAIN PLANS, SEWER MANHOLE SDMH STORM DRAIN MANHOLE FC FINISH CONCRETE *WI4-2* - NO OUTLET C SEE SEWER AND STORM DRAIN PLANS, SEWER CLEANOUT INV INVERT RCP REINFORCED CONCRETE PIPE G.B. GRADE BREAK RGJ RUBBER GASKE7ED JOINT -Ts FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) OO FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. -IR FURNISH & INSTALL IRRIGATION CONDUIT IC FURNISH & INSTALL INTERCONNECT CONDUIT Imm Imm PHASE BOUNDARY @ EXISTING SURVEY MONUMENT TR3 rg5 M6�mm�mE�mm� TRACT BOUNDARY + FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT TR3=N0. 3 1/2 SIZE TR5--N0. 5 SIZE TR6=N0. 6 SIZE PROPOSED EDGE OF PAVEMENT + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. O CURVE NUMBER FOR CURVE DESCRIPTION ALONG CURB SECTION DESIGNATION: -<>- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. cq 00 CTION LETTER FURNISH 0 ITEM OF WORK - SEE SCHEDULE ED & INSTALL STREET LIGHT -9500 LUMEN PER C.D.B. STD. sT-14. >; SECTION LINE SHEET SECTION IS LOCATED W o >; + w le ac 0p o _j M MEKISTING C ROUND u: C04 w< m0 NW in + I.- LLI JJ _j _j 0 -c 0 < WW w 1a-Lq U) Z " a in S= .21% S =0.29% 1 7 D S( 0-71470 lu+uu 11+00 12+00 13+00 14+00 15+00 16+00 17+00 (STA. 10+00.00 TO 22+71.77) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL 19+00 20+00 21+00 22+00 358 356 354 352 350 348 346 344 342 23+00 18+00 19+00 20+00 21+00 22+00 CONSTRUCTION NOTES: T CONSTRUCT TYPE *B" CURB & GUTTER PER C.O.B. STD. ST -1. 02 CONSTRUCT 5' COMBINATION SIDEWALK PER C.O.B. SM. ST -3. OCONSTRUCT HANDICAP RAMP PER CALTRANS 2010 REVISED STANDARD PLAN R.S.P. A88A-CASE A - DETAIL B. PAINT 12' LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. O CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. SM. ST -17. COMPACT SUBGRADE TO 95% OF MAX. TO 12* BEYOND GUTTER UP TO A DEPTH OF 12". INSTALL W­31(CA) SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED SIMULTANEOUSLY REMOVE AND SALVAGE SIGN WITH CONSRUCTION OF ADJACENT PHASE INSTALL END -OF -STREET STANDARD TYPE Ill BARRICADE PER CALTRANS A73C SEE DETAIL ON SHT. 7 CONSTRUCT 6' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. NOTES: I. SEE SEWER AND STORM DRAIN PLANS FOR SEWER AND DRAIN PLANS AND DETAILS. Z LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B* A.C. OVER 0.80' AGGREGATE BASE OVER 1.6 COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. SM. ST -9. 3. OLD RIVER ROAD - PAVEMENT TO BE 0.45' TYPE "B* A.C. OVER 1.65' AGGREGATE BASE OVER 1.0' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. SM. ST -9. 4. PANAMA LANE - PAVEMENT TO BE 0.45' TYPE *B* A.C. OVER 1.65! AGGREGATE BASE OVER 1.0' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 5. ALL CATCH BASINS TO BE TYPE *A* WITH 3.5' OPENINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE 6. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD UNLESS OTHERWISE NOTED. 1.1,45-3( p m /,, c) 358 356 354 352 350 348 346 344 342 23+00 SCALE: 1"=50' 25 0 50 100 50 12.5 8 6 LEGEND: Z ABBREVIATIONS R11-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19. T 2 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION J IL 'RI -l' - STOP 'Wl-'r - DOUBLE ARROW z(DZ FL FLOWLINE POVC POINT ON VERTICAL CURVE *R6-1' -ONE WAY *W1-6" - SINGLE ARROW 40 STORM DRAIN LINE CL CENTERLINE BVC BEGIN VERTICAL CURVE *R5-1' - DO NOT ENTER *Wi-l' - CURVE ARROW SEE SEWER AND STORM DRAIN PLANS, STORM DRAIN MANHOLE ELEV ELEVATION EVC END VERTICAL CURVE *R26(CA)m - NO PARKING N3-3" - SIGNAL AHEAD > BCR BEGIN CURB RETURN Pi POINT OF INTERSECTION 'R3 -5R" - RIGHT TURN ONLY *W3-1* - STOP MEAD L16 SEE SEWER AND STORM DRAIN PLANS, CATCH BASIN ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE *R4-70 - KEEP RIGHT *S5-2* - END SCHOOL ZONE Lu BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE -R81(CA)- - BIKE LANE 'S4 -f - WHEN CHILDREN ARE PRESENT __ S SANITARY SEVER LINE PIVC POINT OF INTERSECTION TC TOP OF CURB -W31(CA)- - END *S4-30 - SCHOOL OF VERTICAL CURVE TP TOP OF PAVEMENT *WI4-1" - DEAD END *R2-1* - SPEED LIMIT 20 SEE SEWER AND STORM DRAIN PLANS, SEWER MANHOLE SDMH STORM DRAIN MANHOLE FC FINISH CONCRETE *WI4-2* - NO OUTLET C SEE SEWER AND STORM DRAIN PLANS, SEWER CLEANOUT INV INVERT RCP REINFORCED CONCRETE PIPE G.B. GRADE BREAK RGJ RUBBER GASKE7ED JOINT -Ts FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) OO FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. -IR FURNISH & INSTALL IRRIGATION CONDUIT IC FURNISH & INSTALL INTERCONNECT CONDUIT Imm Imm PHASE BOUNDARY @ EXISTING SURVEY MONUMENT TR3 rg5 M6�mm�mE�mm� TRACT BOUNDARY + FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT TR3=N0. 3 1/2 SIZE TR5--N0. 5 SIZE TR6=N0. 6 SIZE PROPOSED EDGE OF PAVEMENT + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. O CURVE NUMBER FOR CURVE DESCRIPTION ALONG CURB SECTION DESIGNATION: -<>- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. TAPER NUMBER FOR TAPER DESCRIPTION ALONG CURB CTION LETTER FURNISH 0 ITEM OF WORK - SEE SCHEDULE ED & INSTALL STREET LIGHT -9500 LUMEN PER C.D.B. STD. sT-14. SECTION LINE SHEET SECTION IS LOCATED CONSTRUCTION NOTES: T CONSTRUCT TYPE *B" CURB & GUTTER PER C.O.B. STD. ST -1. 02 CONSTRUCT 5' COMBINATION SIDEWALK PER C.O.B. SM. ST -3. OCONSTRUCT HANDICAP RAMP PER CALTRANS 2010 REVISED STANDARD PLAN R.S.P. A88A-CASE A - DETAIL B. PAINT 12' LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. O CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. SM. ST -17. COMPACT SUBGRADE TO 95% OF MAX. TO 12* BEYOND GUTTER UP TO A DEPTH OF 12". INSTALL W­31(CA) SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED SIMULTANEOUSLY REMOVE AND SALVAGE SIGN WITH CONSRUCTION OF ADJACENT PHASE INSTALL END -OF -STREET STANDARD TYPE Ill BARRICADE PER CALTRANS A73C SEE DETAIL ON SHT. 7 CONSTRUCT 6' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. NOTES: I. SEE SEWER AND STORM DRAIN PLANS FOR SEWER AND DRAIN PLANS AND DETAILS. Z LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B* A.C. OVER 0.80' AGGREGATE BASE OVER 1.6 COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. SM. ST -9. 3. OLD RIVER ROAD - PAVEMENT TO BE 0.45' TYPE "B* A.C. OVER 1.65' AGGREGATE BASE OVER 1.0' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. SM. ST -9. 4. PANAMA LANE - PAVEMENT TO BE 0.45' TYPE *B* A.C. OVER 1.65! AGGREGATE BASE OVER 1.0' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 5. ALL CATCH BASINS TO BE TYPE *A* WITH 3.5' OPENINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE 6. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD UNLESS OTHERWISE NOTED. 1.1,45-3( p m /,, c) 358 356 354 352 350 348 346 344 342 23+00 SCALE: 1"=50' 25 0 50 100 50 12.5 8 6 w Co I m L 0 Z _j J IL z(DZ co No 0 W > Z 40 < env in oc n. O :3 M ow LU LA_ z a 1�- z cl) Z > V O lec L16 Lu Lu 0 cr. I ­ co A: w Co I m L 0 TAPER DATA NO.O q STATION OFFSET FROM OL 11+90.84 48.00 RT. 11+95.84 48.08 RT. 12+00.84 48.31 RT. 12+05.84 48.69 RT. 12+10.84 49.22 RT. 12+15.84 49.91 RT. 12+20.84 50.75 RT. 12+50.84 56.25 RT. 12+55.8 1 57.09 RT. 12+60.84 57.78 RT. 12+65.84 58.31 RT. 12+70.84 58.69 RT. 12+75.84 58.92 RT. 12+80.84 59.00 RT. TAPER DATA NO.Q q STATION OFFSET FROM It 19+26.57 54.00 RT. 19+31.57 54.04 RT. 19+36.57 54.16 RL 19+41.57 54.35 RT. 19+46.57 54.63 RT. 19+51.57 54.98 RL 19+56.57 55.41 RT. 19+61.57 54.91 RL 19+66.57 56.50 RT. 20+06.57 61.50 RL 20+11.57 62.09 RT. 20+16.57 62.59 RT. 20+21.57 63.02 RT. 20+26.57 63.38 T. 20+31.57 63.65 T. 20+36.57 63.84 RT. 20+41.57 63.96 RT. 20+46.57 64.00 RT. 362 360 358 356 354 352 350 348 346 344 342 340 338 SCALE: 1"=50' 25 0 50 100 50 12.5 i i- W FUTURE MEDIAN PER z � F C.O.B. STANDARDS 181- m T-4, T-8, T-17 ( im S IU) t (2- 771 `EXISTING PAVEMENT 0.45' TYPE 'A" A.C. PAVING 1.65' AGG. BASE 1.00' COMPACTED O.G. TI 95% RELATIVE DENSITY 11 i 12' r W W V, FUTURE MEDIAN PER z C.O.B. STANDARDS I ►- T-4, T-8, T-17 I� EXISTING PAVEMENT 0.45' TYPE 'A" A.C. PAVING 1.65' AGG. BASE 1.00' COMPACTED O.G. TI 95X RELATIVE DENSITY tAJtMGV I 11111 IT 1111, FORT HENRY WAY SEE SHEET 4 PANAMA LANE (STA. 10+00.00 TO 23+16.57) SCALE: 1" = 50' HORIZONTAL u0 Lo i� J d. Q ccir clo i8' j -j J cS 1 TO BE CURVE RADIUS LENGTH PERATE o Cl 0 47.13' TRAFFIC PLANS ° 0 + C2 Z 47AT - - - N C3 O M 46.95' 29.83' I I C4 9 U I I C3 C5 d- 37.97' 19.64' 36' 15' 28' C6 1.00' 3.20' 34.38' 183 '19' 56" C7 1.00' &14' - - C8 1.00' 3.14' - 1 1 Lu I 1.00' N - I C10 60.00' I�+ 27.29' 48'54! 29" 1 ' 1.67' I ICN N W 2.00' 6.28' I 180 ' 00' 00" TRACT BOUNDARY = I TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE - - PROPOSED EDGE OF PAVEMENT OCURVE 1 OI I SECTION DESIGNATION: C> NUMBER FOR TAPER DESCRIPTION ALONG CURB CTION LETTER OA ITEM OF WORK - SEE SCHEDULE I II z _ _ _ I EET SECTION IS LOCATED OLD RIVER ROAD SEE SHEET 10 11+00 z VARIES 1.8% MIN. 14%MAX. VARIES 2.61% MIN. 3.5% MAX 12+00 R/W Q 1 LLANDSCAPE 1 11' Y I 1 1 I OT m I 1 BLOCK WALL I 4:1 MAX LANDSCAPE AREA PANAMA LANE FROM STA. 10+00.00 F.L TO STA. 11+90.67 F.L SCALE: 1"=10' HORIZONTAL 1"=5' VERTICAL TI = 9.0 R=16 R/W Q .73' TO riI 10' I VARIES I LANDSCAPE I I LOT 6' 1 I z � 1 I BLOCK WALL 4:1 MAX LANDSCAPE AREA PANAMA LANE FROM STA. 11+90.67 F.L TO STA. 14+32.97 F.L. SCALE: )"=10' HORIZONTAL 1 =5' VERTICAL TI = 9.0 R=16 13+00 14+00 15+00 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA Cl 30.00' 47.13' 30.00' 90'00' 30" C2 50.00' 47AT 30.00' 89' 59' 30" C3 30.00' 46.95' 29.83' 89'40' 39' C4 2.00' 1.27' 0.65' 36' 14' 58" C5 d- 37.97' 19.64' 36' 15' 28' C6 1.00' 3.20' 34.38' 183 '19' 56" C7 1.00' &14' - - C8 1.00' 3.14' - - C9 1.00' 3.14' - VERT.CURVE' C10 60.00' 51.22' 27.29' 48'54! 29" C11 2.00' 1.67' 0.89' 47' 51' 59' C12 2.00' 6.28' - 180 ' 00' 00" TRACT BOUNDARY FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE - - PROPOSED EDGE OF PAVEMENT OCURVE 1 NUMBER FOR CURVE DESCRIPTION ALONG CURB SECTION DESIGNATION: din co NUMBER FOR TAPER DESCRIPTION ALONG CURB CTION LETTER OA ITEM OF WORK - SEE SCHEDULE A _ _ _ _ _ .� SECTION LINE EET SECTION IS LOCATED N N M Z a, c" M Of Ol Of f� CO ' M M i M e%1, e 1, ,ted 0 � N II II ro w W J > W > W in m W W - -- -- W -- W W W W JW W � S H W W WAJ i _ J �A L� � M GO O fZ' W J 11, 4. U. () 4. - ---j---'- _ M M M 00 Z u- 0 o c O o> o ..I � I -I � I. 4¢ J o W rn °D >>> 0 y,I MLILL le C-3 _ i -- -�- I +co cq 4]� a0�f N M W + .- c� .- M M + Oa. W o:: 0 W I z + °i Q �- I N Q d d U ±-i- 0. -----;--- - �' if w F > F- O > F.. W 0 W PROPOSESOUTH FLOWUN m cn cd cn a cn n: n1, us m N N z < < PR(POSED SOUTH FL WLNE N I ATM 4UI 0 U) S=0.21 N Q -EXISTINGGROUN � co a; ` NG GRO NO ,., N •r I �---fi--- W In rr) II W I ta p Z -- Z J W W off co N a m N - - -- I - - - J Q � 10- ix W --�- - - i ---I - (Al1.1 Q U O z0 I 11+00 z VARIES 1.8% MIN. 14%MAX. VARIES 2.61% MIN. 3.5% MAX 12+00 R/W Q 1 LLANDSCAPE 1 11' Y I 1 1 I OT m I 1 BLOCK WALL I 4:1 MAX LANDSCAPE AREA PANAMA LANE FROM STA. 10+00.00 F.L TO STA. 11+90.67 F.L SCALE: 1"=10' HORIZONTAL 1"=5' VERTICAL TI = 9.0 R=16 R/W Q .73' TO riI 10' I VARIES I LANDSCAPE I I LOT 6' 1 I z � 1 I BLOCK WALL 4:1 MAX LANDSCAPE AREA PANAMA LANE FROM STA. 11+90.67 F.L TO STA. 14+32.97 F.L. SCALE: )"=10' HORIZONTAL 1 =5' VERTICAL TI = 9.0 R=16 13+00 14+00 15+00 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA Cl 30.00' 47.13' 30.00' 90'00' 30" C2 30.00' 47AT 30.00' 89' 59' 30" C3 30.00' 46.95' 29.83' 89'40' 39' C4 2.00' 1.27' 0.65' 36' 14' 58" C5 60.00' 37.97' 19.64' 36' 15' 28' C6 1.00' 3.20' 34.38' 183 '19' 56" C7 1.00' &14' - 180 *w 00' C8 1.00' 3.14' - 180,00, 00" C9 1.00' 3.14' - 180' 00' 00" C10 60.00' 51.22' 27.29' 48'54! 29" C11 2.00' 1.67' 0.89' 47' 51' 59' C12 2.00' 6.28' - 180 ' 00' 00" 16+00 17+00 (STA. 10+00.00 TO 23+16.57) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL LINE TABLE LEGEND: LENGTH BEARING ABBREVIATIONS 532.80 FL FLOVKJNE POVC POINT ON VERTICAL CURVE CL ',CENTERUNE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE PIVC POINT OF INTERSECTION TC TOP OF CURB N89' 50' 42.80"E 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 OO FURNISH do INSTAL_ SURVEY MONUMENT PER C.O.B. STD. ST -11 O EXISTING SURVEY MONUMENT Ts + FURNISH do INSTALL STREET SIGN PER C.O.B. STD. T-1. + FURNISH do INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. � FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. STD. ST -14. -8- FURNISH do INSTALL STREET UGHT-9500 LUMEN PER C.O.B. STD. ST -14. 16+00 17+00 (STA. 10+00.00 TO 23+16.57) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL LINE TABLE UNE LENGTH BEARING Lt 532.80 N89' 06' 47.67"W L2 482.13 S89' 06' 47.670E L3 14.02 S89' OT 12.66"E L4 61.59 S89' 06' 47.67"E L5 61.59 N89' 06' 47.67"W L6 37.39 S88' 25' 07.61 "E L7 72.21 N88' 25' 07.61 "W L8 133.80 N89' 50' 42.80"E L9 99.03 S89' 50' 42.48"W L10 13.99 N88' 25' 07.61"W L11 66.81 S88' 25' 07.61-E L12 306.92 N89' 06' 47.67"W L13 186.92 S89' 06' 47.67"E 18+00 � MAN FUTURE MEDIAN PER I z � z C.O.B. STANDARDS 181- m T-4, T -B, T-17 <Ji t ., -EXISTING PAVEMENT 0.45' TYPE 'A' A.C. PAVING - 1.65! AGG. BASE 1.00' COMPACTED O.G. R 95X RELATIVE DENSITY 19+00 20+00 VARIES 6' W � m VARIES 1.52% MIN. 3.4% MAX. 2.0% PANAMA LANE 21+00 YL LOT `BLOCK WALL 41 MAX. LANDSCAPE AREA FROM STA. 14+32.97 F.L TO STA. 22+34.94 F.L. SCALE: 1 "=10' HORIZONTAL 1"=5' VERTICAL 11 = 9.0 R=16 RI -1 i FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: �.2 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION 'R1-1' - STOP "WI -7' - DOUBLE ARROW 16+38.98 STORM DRAIN UNE "R6-1" - ONE WAY "W1,-6' - SINGLE ARROW 16+48.98 4.53 RT. "R5-1" - DO NOT ENTER "WI -1" - CURVE ARROW ® SEE SEWER AND STORM DRAIN PLANS, STORM DRAIN MANHOLE "R26(CA)' - NO PARKING "W3-3" - SIGNAL AHEAD 16+93.98 5.63 LT. "R3 -5R' - RIGHT TURN ONLY 'W3-1" - STOP AHEAD 17+03.98 SEE SEWER AND STORM MAIN PLANS, CATCH BASIN "R4-7" - KEEP RIGHT 'S5-2' - END SCHOOL ZONE 17+13.98 &91 LT. "R81(CA)" - BIKE LANE 'S4-2" - WHEN CHILDREN ARE PRESENT S SANITARY SEWER UNE "W31(CA)" - END 'WI4-1' 'S4 -Y - SCHOOL "R2-1' ® STORM DRAIN PLANS, SEWER MANHOLE - DEAD END - SPEED LIMIT 20 20+46.57 9.00 LT. "WI4-2" - NO OUTLET ® SEE SEWER AND STORM DRAIN PLANS, SEWER CLEANOUT Ts FURNISH do INSTALL TRAFFIC SIGNAL CONDUIT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS IBM=CONSTRUCT PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) IR FURNISH & INSTALL IRRIGATION CONDUIT PHASE BOUNDARY Ic FURNISH & INSTALL INTERCONNECT CONDUIT 1[03 Tg5 _ TRACT BOUNDARY FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE - - PROPOSED EDGE OF PAVEMENT OCURVE 1 NUMBER FOR CURVE DESCRIPTION ALONG CURB SECTION DESIGNATION: OTAPER NUMBER FOR TAPER DESCRIPTION ALONG CURB CTION LETTER OA ITEM OF WORK - SEE SCHEDULE A _ _ _ _ _ .� SECTION LINE EET SECTION IS LOCATED 22+00 TAPER DATA NO.O q STATION OFFSET FROM It 16+33.98 5.45 RT. 16+38.98 5.35 RT. 16+43.98 5.04 RT. 16+48.98 4.53 RT. 16+53.98 3.81 RT. 16+58.98 2.89 RT. 16+63.98 1.76 RT. 16+93.98 5.63 LT. 16+98.98 6.76 LT 17+03.98 7.68 LT. 17+08.98 &40 LT. 17+13.98 &91 LT. 17+18.98 9.22 LT. 17+23.98 9.32 LT. M W W o� N 1(ln - - 362 360 358 356 354 352 350 348 346 344 342 340 338 16+68.77 7.88 RT. 16+73.77 -- 16+78.77 7.44 RT. 16+83.77 - -- 1 6.12 RT. - 1 5.13 RE 16+98.77 - 17+28.77 3.99 LT. 17+33.77 5.20 LT. 17+38.77 6.19 LT. 23+00 6.96 LT. TAPER DATA NO.O t STATION OFFSET FROM t 16+68.77 7.88 RT. 16+73.77 7.77 RT. 16+78.77 7.44 RT. 16+83.77 6.89 RT. 16+88.77 1 6.12 RT. 16+93.77 1 5.13 RE 16+98.77 3.92 RT. 17+28.77 3.99 LT. 17+33.77 5.20 LT. 17+38.77 6.19 LT. 17+43.77 6.96 LT. 17+48.77 7.51 LT. 17+53.77 7.84 LT. 17+58.77 7.95 LT. TAPER DATA NO.Q EL STATION OFFSET FROM 19+26.57 11.00 RE 19+31.57 10.92 RT. 19+36.57 10.69 RT. 19+41.57 10.30 RT. 19+46.57 9.75 RT. 19+51.57 9.05 T. 19+56.57 &19 RT. 19+61.57 7.17 RT. 19+66.57 6.00 RT. 20+06.57 4.00 LT. 20+11.57 5.17 LT. 20+16.57 6.19 LT. 20+21.57 7.05 LT. 20+26.57 7.75 LT. 20+31.57 8.30 LT. 20+36.57 8.69 LT. 20+41.57 8.92 LT. 20+46.57 9.00 LT. CONSTRUCTION NOTES: Ql CONSTRUCT TYPE "B' CURB & GUTTER PER C.O.B. STD. ST -1. 02 CONSTRUCT 5' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. OCONSTRUCT HANDICAP RAMP PER CALTRANS 2010 REVISED STANDARD PLAN R.S.P. A88A-CASE A - DETAIL B. ® PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. O CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. COMPACT SUBGRADE TO 95% OF MAX. TO 12' BEYOND GUTTER UP TO A DEPTH OF 12". ©INSTALL W-31(CA) SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED SIMULTANEOUSLY REMOVE AND SALVAGE SIGN WITH CONSRUCTION OF ADJACENT PHASE 7� INSTALL END -OF -STREET STANDARD TYPE III BARRICADE PER CALTRANS A73C SEE DETAIL ON SHT. 7 ® CONSTRUCT 6' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. NOTES: L 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 0.80' AGGREGATE BASE OVER 1.0' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 3. OLD RIVER ROAD - PAVEMENT TO BE 0.45' TYPE "B" A.C. OVER 1.65 AGGREGATE BASE OVER 1.0' COMPACTED O.G. TO BE COMPACTED. TO §5% RELATIVE DENSITY PER C.O.B. STD. ST -9. 4. PANAMA LANE - PAVEMENT TO BE 0.45' TYPE 'B" A.C. OVER 1.65' AGGREGATE BASE OVER 1.0' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 5. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5 OPENINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 6. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALXYD UNLESS OTHERWISE NOTED. 1.1-69-3(1 ?fill TAPER DATA NO.O q STATION OFFSET FROM q 11+73.35 7.00 RT. 11+78.35 6.92 RT. 11+83.35 6.67 RT. 11+88.35 6.25 RT. 11+93.35 5.67 RT. 11+98.35 4.92 RT. 12+03.35 4.00 RT. 12+33.35 2.00 LT. 12+38.35 2.92 LT 12+33.35 3.67 LT. 12+38.35 4.25 LT. 12+33.35 4.67 LT. 12+38.35 1 4.92 LT. 12+33.35 1 5.00 LT. h 362 360 358 356 354 352 350 348 346 344 R/W I r 3738 r � 8 1 EXISTING R/W 1 EX r � 7 - - - --- FUTURE MEDIAN ' ^� iE.C.R. 1 STA. 14+15.46 C.L. 41 I STA. 14+15.18 F.L. ' 59 I I 1 LANDSCAPE BLOUNTSVILLE DRIVE SEE SHEET 7 W I( ' JLLI > I> I F - Z ZMci 1 C2 op I M 1 ( z n�--g OLD RIVER ROAD (STA. 10+00.00 TO 23+21.61) SCALE: 1" = 50' HORIZONTAL PANAMA LANE SEE SHEET 9 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 LANDSCAPE LOT I i I i I ( z 1 i BLOCK WALL I 1 2.0% I I o 0 LANDSCAPE AREA COMBINED SIDEWALK 0.45' A.G PAVIN PROPOSED 1.65' AGG. BASE CURB & GUTTER 1.0' COMPACTED O.G. TC 95X RELATIVE DENSITY VARIES c L Io CURVE w LENGTH I DELTA m~ 30.00' 46.95' FUTURE MEDIAN PER 89' 40' 08" C.O.B. STANDARDS I T-4, T-8. T-17 Q � C3 30.00' J 29.83' 89' 40' 39" C4 1.00' 3.14' - 180'00' 00" C5 Fn 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 LANDSCAPE LOT I i I i I ( z 1 i BLOCK WALL I 1 2.0% I I o 0 LANDSCAPE AREA COMBINED SIDEWALK 0.45' A.G PAVIN PROPOSED 1.65' AGG. BASE CURB & GUTTER 1.0' COMPACTED O.G. TC 95X RELATIVE DENSITY VARIES c L Io CURVE z LENGTH EE PLAN DELTA m~ 30.00' 46.95' FUTURE MEDIAN PER 89' 40' 08" C.O.B. STANDARDS I T-4, T-8. T-17 30.17' 90' 19' 52" C3 30.00' 46.95' 29.83' 89' 40' 39" C4 1.00' 3.14' - 180'00' 00" C5 60.00' 38.00' 19.66' - C6 2.00' 1.23' 0.63' 35' 10' 1%" C7 2.00' 6.28' - 180'00 00" ® SEE SEWER AND STORM DRAIN PLANS, SEWER MANHOLE VARIES - DEAD END 'R2-1' - SPEED LIMIT 20 'W14-2' - NO OUTLET ® SEE SEWER AND STORM DRAIN PLANS, SEWER CLEANOUT ILANDSCAPE LOT FURNISH do INSTALL TRAFFIC SIGNAL CONDUIT CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS L FL FLOWLINE POVC POINT ON VERTICAL CURVE I FURNISH do INSTALL IRRIGATION CONDUIT CL CENTERLINE BVC BEGIN VERTICAL CURVE I FURNISH & INSTALL INTERCONNECT CONDUIT IZ EL.EV ELEVATION EVC END VERTICAL CURVE 183 TL5 1-5 FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE PLAN BCR BEGIN CURB RETURN PI POINT OF INTERSECTION O I Z SECTION DESIGNATION: z NUMBER FOR TAPER DESCRIPTION ALONG CURB r ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE CO A _ _ _ _ _ SECTION UNE 1 FUTURE MEDIAN PER BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE I , C.O.B. STANDARDS O POINT OF INTERSECTION TC TOP OF CURB O IIr T-4, T-8. T-17 OF VERTICAL CURVE TP TOP OF PAVEMENT BLOCK WALL N I pi STORM DRAIN MANHOLE FC FINISH CONCRETE VARIES -_ ------ __ INV In - G.B. GRADE BREAK RGJ RUBBER GASKETED JOINT FURNISH do INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13 LANDSCAPE AREA ' COMBINED I @EXISTING SURVEY MONUMENT SID 0.45' A.C. PAVING EXISTING PAVEMENT + FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. PROPOSED 1.65' AGG. BASE CURB & GUTTER FURNISH do INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. 1.0' COMPACTED O.G. -o- FURNISH do INSTALL STREET LIGHT --5800 LUMEN PER C.O.B. STD. ST -14. 95X RELATIVE DENSITY �- FURNISH do INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST -14. OLD RIVER ROAD 00 M M W > > > W W > W - - W W I W J LA:Lt. W W ...1 O H 0 O WOR C6+ O z ui 1 000 �O W a K) cme + d O+i N g + ori + + - ''- C.) cc d LO d5 a � `�' STI GROUNDa m `" / d EXI TING GR ND w n d n ° n - o I '� PROP EAST FLOWUNE PR OSED EAT FLOWLI E z 81 c� 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 LANDSCAPE LOT I i I i I ( z 1 i BLOCK WALL I 1 2.0% I I o 0 LANDSCAPE AREA COMBINED SIDEWALK 0.45' A.G PAVIN PROPOSED 1.65' AGG. BASE CURB & GUTTER 1.0' COMPACTED O.G. TC 95X RELATIVE DENSITY VARIES c L Io CURVE z LENGTH EE PLAN DELTA m~ 30.00' 46.95' FUTURE MEDIAN PER 89' 40' 08" C.O.B. STANDARDS I T-4, T-8. T-17 PAVEMENT FROM STA. 10+00.00 F.L. TO STA. 14+15.18 F.L SCALE: J"=10' HORIZONTAL 1 =5' VERTICAL TI = 9.0 R=16 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C1 30.00' 46.95' 29.83' 89' 40' 08" C2 30.00' 47.30' 30.17' 90' 19' 52" C3 30.00' 46.95' 29.83' 89' 40' 39" C4 1.00' 3.14' - 180'00' 00" C5 60.00' 38.00' 19.66' 36' 17' 04" C6 2.00' 1.23' 0.63' 35' 10' 1%" C7 2.00' 6.28' - 180'00 00" (STA. 10+00.00 TO 23+21.61) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL UNE TABLE LINE BEARING DISTANCE Lt S 033'51' W 412.30' L2 N 0'3351' E 173.31' L3 S 0 33'51" W 149.00 L4 N 0'33'51' E 14.00' L5 S 033'51" W 187.26' L6 N O 33'51* E 136.60' L7 N 0'28'39' W 330.05' L8 N 1'15'31" E 330.02' L9 N 0'33'51' E 314.00' L10 N 0'33'51' E 194.00' R R/W �2 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION 'R1-1' - STOP "WI -7' - DOUBLE ARROW 5&94 LT. STORM DRAIN LINE "R6-1" VARIES 70' TO 75' 'WI -6' - SINGLE ARROW 16+85.52 58.00 LT. 'R5-1" - DO NOT ENTER "WI -1" - CURVE ARROW ® SEE SEWER AND STORM DRAIN PLANS, STORM DRAIN MANHOLE -R26(CA)' - NO PARKING "W3-3" - SIGNAL AHEAD 17+35.52 51.03 LT. LEGEND: VARIES , 50.28 LT. SEE SEWER AND STORM DRAIN PLANS, CATCH BASIN "R4-7' - KEEP RIGHT "S5-2" - END SCHOOL ZONE - 1 9' TO 10' 6' TO 8' 1 VARIES 42 TO 47* S 20+51.61 12' 1 - END ABBREVIATIONS ® SEE SEWER AND STORM DRAIN PLANS, SEWER MANHOLE VARIES - DEAD END 'R2-1' - SPEED LIMIT 20 'W14-2' - NO OUTLET ® SEE SEWER AND STORM DRAIN PLANS, SEWER CLEANOUT ILANDSCAPE LOT FURNISH do INSTALL TRAFFIC SIGNAL CONDUIT CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS L FL FLOWLINE POVC POINT ON VERTICAL CURVE I FURNISH do INSTALL IRRIGATION CONDUIT CL CENTERLINE BVC BEGIN VERTICAL CURVE I FURNISH & INSTALL INTERCONNECT CONDUIT IZ EL.EV ELEVATION EVC END VERTICAL CURVE 183 TL5 1-5 FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE PLAN BCR BEGIN CURB RETURN PI POINT OF INTERSECTION O I Z SECTION DESIGNATION: z NUMBER FOR TAPER DESCRIPTION ALONG CURB r ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE ITEM OF WORK - SEE SCHEDULE A _ _ _ _ _ SECTION UNE 1 FUTURE MEDIAN PER BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE I , C.O.B. STANDARDS PIVC POINT OF INTERSECTION TC TOP OF CURB IIr T-4, T-8. T-17 OF VERTICAL CURVE TP TOP OF PAVEMENT BLOCK WALL I SDMH STORM DRAIN MANHOLE FC FINISH CONCRETE VARIES -_ ------ __ INV INVERT RCP REINFORCED CONCRETE PIPE - G.B. GRADE BREAK RGJ RUBBER GASKETED JOINT FURNISH do INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13 LANDSCAPE AREA ' COMBINED I @EXISTING SURVEY MONUMENT SID 0.45' A.C. PAVING EXISTING PAVEMENT + FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. PROPOSED 1.65' AGG. BASE CURB & GUTTER FURNISH do INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. 1.0' COMPACTED O.G. -o- FURNISH do INSTALL STREET LIGHT --5800 LUMEN PER C.O.B. STD. ST -14. 95X RELATIVE DENSITY �- FURNISH do INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST -14. OLD RIVER ROAD FROM STA. 15+15.85 F.L TO STA. 19+33.76 F.L SCALE: J"=10' HORIZONTAL 1 =5' VERTICAL TI = 9.0 R=16 18+00 R/W I 10 i 6' ILANDSCAPE VARIES LOT 1 I BLOCK WALL 2-L LANDSCAPE AREA-,' COMBINED SIDEWALK PROPOSED CURB & GUTTER 19+00 20+00 VARIES 0.45' . A.C. PAVING - 1.65' AGO. BASE 1.0' COMPACTED O.G. 95X RELATIVE DENSITY OLD RIVER ROAD 21+00 FROM STA. 19+33.76 F.L TO STA. 20+29.01 F.L. SCALE: 1"=10' HORIZONTAL 1"=5' VERTICAL TI = 9.0 R=16 22+00 1 I� VARIES to EE PLAN m i� FUTURE MEDIAN PER C.O.B. STANDARDS T-4, T -B, T-17 21 "'- i FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: �2 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION 'R1-1' - STOP "WI -7' - DOUBLE ARROW 5&94 LT. STORM DRAIN LINE "R6-1" - ONE WAY 'WI -6' - SINGLE ARROW 16+85.52 58.00 LT. 'R5-1" - DO NOT ENTER "WI -1" - CURVE ARROW ® SEE SEWER AND STORM DRAIN PLANS, STORM DRAIN MANHOLE -R26(CA)' - NO PARKING "W3-3" - SIGNAL AHEAD 17+35.52 51.03 LT. "R3 -5R" - RIGHT TURN ONLY "W3-1' - STOP AHEAD 50.28 LT. SEE SEWER AND STORM DRAIN PLANS, CATCH BASIN "R4-7' - KEEP RIGHT "S5-2" - END SCHOOL ZONE 20+36.61 SANITARY SEWER LINE -R81(CA)" - BIKE LANE 'S4-2" - WHEN CHILDREN ARE PRESENT S 20+51.61 'W31(CA)" - END 'S4-3" - SCHOOL ® SEE SEWER AND STORM DRAIN PLANS, SEWER MANHOLE 'W14-1' - DEAD END 'R2-1' - SPEED LIMIT 20 'W14-2' - NO OUTLET ® SEE SEWER AND STORM DRAIN PLANS, SEWER CLEANOUT Ts FURNISH do INSTALL TRAFFIC SIGNAL CONDUIT CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS PER C O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) IR FURNISH do INSTALL IRRIGATION CONDUIT s ® ® ® PHASE BOUNDARY is FURNISH & INSTALL INTERCONNECT CONDUIT _ w w � m _ TRACT BOUNDARY 183 TL5 1-5 FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE - -- PROPOSED EDGE OF PAVEMENT O CURVE NUMBER FOR CURVE DESCRIPTION ALONG CURB SECTION DESIGNATION: OTAPER NUMBER FOR TAPER DESCRIPTION ALONG CURB SECTION LETTER ® ITEM OF WORK - SEE SCHEDULE A _ _ _ _ _ SECTION UNE 1 SHEET SECTION IS LOCATED EXISTING PAVEMENT 23+00 362 360 358 356 354 352 350 348 346 344 TAPER DATA NO.Q CL STATION OFFSET FROM 16+65.52 59.00 LT. 16+70.52 5&94 LT. 16+75.52 58.75 LT. 16+80.52 58.44 LT. 16+85.52 58.00 LT. 16+90.52 57.44 LT. 16+95.52 56.67 LT. 17+25.52 52.27 LT. 17+30.52 51.59 LT. 17+35.52 51.03 LT. 17+40.52 50.59 LT. 17+45.52 50.28 LT. 17+50.52 50.09 LT. 17+55.52 50.03 LT. TAPER DATA NO.Q STATION OFFSET FROM 19+31.61 11.00 RT. 19+36.61 10.92 RT. 19+41.61 10.69 RT. 19+46.61 10.30 RT. 19+51.61 9.75 RT. 19+56.61 9.05 RT. 19+61.61 8,19 RT. 19+66.61 7.17 RT. 19+71.61 6.00 RT 20+11.61 4.00 LT. 20+16.61 5.17 LT. 20+21.61 6.19 LT. 20+26.61 7.05 LT. 20+31.61 7.75 LT. 20+36.61 8.30 LT. 20+41.61 8.69 LT. 20+46.61 1 8,92 LT. 20+51.61 1 9.00 LT. SCALE: 1"=50' 25 0 50 100 50 12.5 CONSTRUCTION NOTES: 01 CONSTRUCT TYPE 'B" CURB do GUTTER PER C.O.B. STD. ST -1. 0 CONSTRUCT 5' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. OCONSTRUCT HANDICAP RAMP PER CALTRANS 2010 REVISED STANDARD PLAN R.S.P. A88A-CASE A - DETAIL B. ® PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. OCONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. COMPACT SUBGRADE TO 9530 OF MAX. TO 12" BEYOND GUTTER UP TO A DEPTH OF 12'. ©INSTALL W-31(CA) SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED SIMULTANEOUSLY REMOVE AND SALVAGE SIGN NTH CONSRUCTION OF ADJACENT PHASE O INSTALL END -OF -STREET STANDARD TYPE III BARRICADE PER CALTRANS A73C SEE DETAIL ON SHT. 7 ® CONSTRUCT 6' COMBINA11ON SIDEWALK PER C.O.B. STD. ST -3. NOTES: 1. SEE SEWER AND STORM DRAIN PLANS FOR SEWER AND DRAIN PLANS AND DETAILS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE 'B" A.C. OVER 0.80' AGGREGATE BASE OVER 1.6 COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 3. OLD RIVER ROAD - PAVEMENT TO BE 0.45' TYPE "B' A.C. OVER 1.65' AGGREGATE BASE OVER 1.0' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 4. PANAMA LANE - PAVEMENT TO BE 0.45 TYPE 'B" A.C. OVER 1.66 AGGREGATE BASE OVER 1.6 COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 5. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 6. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD UNLESS OTHERWISE NOTED. //-6573(1 ffil,c� ��uien J Z r o N z �' mr9- Nr a 0.0 _JLL r-ce Npa' W NL Q�NM pp -�O NZ~ QO pNO+ pNOM M� M zc�Zui 0x -j04 _ WC4 -j �� LLj F= U) QM FM Q 04H I-= m N R F W cn R 00 LLI Cm.�--• W 1n Z_d W� -N jr �c.i NWWy LLI 0 COD w pZJ QO oo m0 N Z 2>+ U zU W �f O O W LLIN C3 J Q m0 W RO r e- r H W N I j tip c mWcmc a� A p� W La�►a- `•� v d ± rno 0 Qm WzZ Cl No EXISTING EDN REMO IS11NG STRIPING N EXISTING STRIPING N 1 -- cn d-- oma_ OF PAVEMENT-- N -- -- -- -- -- -- -- -- -- -- -- -- -- -- ----- -- -- --REMAIN - -- - -- -- -- -- -- -- -- -- TO --- - EXISTING STRIPING + + END DETAIL 38 N N FUTURE MEDIAN :2 'r FUTURE MEDIAN FUTURE MEDIAN TO REMAIN ISTA. 17+11.10 C.L. - �- - - -- -- - - -------- - ----- - - --- --- --_ - ---�-- --L--- - --� --- ��- -�--- F 1'- ----'-_-_- -----------------� Of00 - - - - - - - -11+00' - - - - - - -iL+00----- - -� - t3+110 - - - N - -14f00' - - - - �- - - - =� 16+00 18+00 9+00/ 20+ O- 2 nn _ - 22+00 2� 3�= --------------------------------- -- --- ---- -- c �_-__ --_--= - ./r _ c - ---- r' DETAIL 38 - - M DETAIL 27B EXISTING EDGE DETAIL 22 FUTURE MEDIAN I FUTURE MEDIAN DETAIL 22 BEGIN DETAIL 38 - 0 QF-PAMa - -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- STA. 19_+85.78 C.L_27.27 RT.- -- - -- -- - -- - -- - ---, - �� DETAIL 39 4' 1i IIIII IIiI1 II(I( m�o�� 1 �• �I1 II pTY�FPE (I IV ARROW II(I co 4 DETAIL 39 IIII R=5 - DETAIL 38 , v, N cd w CU oo+ NN 00M�+ coWN + LW N J 74 LU Ocl) p ,�N� QiN70 I71 I72 75 1 I 1 1 8 17 z I I t"CA 9+ 0 -- - ----- - - .,T - -- -10 25 0 50 100 50 125 PANAMA LANE (STA. 10+00.00 TO 23+16.57) SCALE: 1" = 50' HORIZONTAL (STA. 10+00.00 TO 23+21.61) SCALE: 1" = 50' HORIZONTAL r 4' DETAIL 39 t DETAIL 38 LEGEND: TOP MANHOLE OF OF CLEANOUT ELEVATION 'Rt -1' - STOP ABBREVIATIONS FL FLOWUNE POVC POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE PIVC POINT OF INTERSECTION TC TOP OF CURB M N , J_d 1 1 OF VERTICAL CURVE TP TOP OF PAVEMENT SDMH STORM DRAIN MANHOLE FC FINISH CONCRETE INV INVERT RCP REINFORCED CONCRETE PIPE G.B. GRADE BREAK A.P. ANGLE POINT 0 FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. O EXISTING SURVEY MONUMENT Ts + FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. + FURNISH & INSTALL METRO STREET SIGN PER C.O.S. STD. T-1. -a- FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. STD. ST -14. -EDO FURNISH & INSTALL STREET UGHT--9500 LUMEN PER C.O.B. STD. ST -14. (STA. 10+00.00 TO 23+21.61) SCALE: 1" = 50' HORIZONTAL r 4' DETAIL 39 t DETAIL 38 .Z TOP MANHOLE OF OF CLEANOUT ELEVATION 'Rt -1' - STOP 'WI -7" - DOUBLE ARROW STORM DRAIN UNE "R6-1" - ONE WAY *M-6" - SINGLE ARROW mmn 'R5-1" - DO NOT ENTER 1 0 � CR i I "W3-3' - SIGNAL AHEAD o\ I "R3 -5R' - RIGHT TURN ONLY LO I SEE SEWER AND STORM DRAIN PLANS. CATCH BASIN 'R4-7' - KEEP RIGHT U cr. J M N , J_d 1 1 'S4-2'- WHEN CHILDREN ARE PRESENT c Mco Q I 'W31(CA)' - END J M zN 10 I 11 ( 12 oN "R2-1" - SPEED LIMIT 20 -c0 i pa a)cnI I I I I Ts WET„ R1-1 i FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19:♦� .Z TOP MANHOLE OF OF CLEANOUT ELEVATION 'Rt -1' - STOP 'WI -7" - DOUBLE ARROW STORM DRAIN UNE "R6-1" - ONE WAY *M-6" - SINGLE ARROW mmn 'R5-1" - DO NOT ENTER 'TNI -1' - CURVE ARROW 0 SEE SEWER AND STORM DRAIN PLANS, STORM DRAIN MANHOLE 'R26(CA)' - NO PARKING "W3-3' - SIGNAL AHEAD m 06 "R3 -5R' - RIGHT TURN ONLY "W3--1" - STOP AHEAD SEE SEWER AND STORM DRAIN PLANS. CATCH BASIN 'R4-7' - KEEP RIGHT 'S5-2" - END SCHOOL ZONE cr. J 'R81(CA)' - BIKE LANE 'S4-2'- WHEN CHILDREN ARE PRESENT S SANITARY SEWER UNE 'W31(CA)' - END 'S4-3' - SCHOOL ® SEE SEWER AND STORM DRAIN PLANS, SEWER MANHOLE 'WI4-1' - DEAD END "R2-1" - SPEED LIMIT 20 -c0 "W14-2' - NO OUTLET © SEE SEWER AND STORM DRAIN PLANS, SEWER CLEANOUT Ts FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT asom CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) IR FURNISH &INSTALL IRRIGATION CONDUIT 0 PHASE BOUNDARY is FURNISH & INSTALL INTERCONNECT CONDUIT I.._ CL Tgs _ TRACT BOUNDARY T63 M5 FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT co 8 TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE - - PROPOSED EDGE OF PAVEMENT O CURVE NUMBER FOR CURVE DESCRIPTION ALONG CURB SECTION DESIGNATION: OTAPER NUMBER FOR TAPER DESCRIPTION ALONG CURB CT ON LETTER O ITEM OF WORK - SEE SCHEDULE A _ _ - < 1 SECTION LINE Q' SHEET SECTION IS LOCATED i EXST. TRAFFIC SIGNAL TO BE , / RELOCATED UNDER SEPERATE PLAN. SEE PROPOSED TRAFFIC SIGNAL MODIFICATION PLANS Of V4, f WI >Icli III of �-- EXST. TRAFFIC SIGNAL TO BE RELOCATED UNDER SEPERATE PLAN. SEE PROPOSED TRAFFIC SIGNAL MODIFICATION PLANS 0 0 M N LLJ �- Z J . Q Q Z Q 0.. CONSTRUCTION NOTES: O CONSTRUCT TYPE 'B" CURB & GUTTER PER C.O.B. STD. ST -1. 02 CONSTRUCT 5' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. OCONSTRUCT HANDICAP RAMP PER CALTRANS 2010 REVISED STANDARD PLAN R.S.P. A88A-CASE A - DETAIL B. ® PAINT 12" LIMIT UNE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. OCONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. COMPACT SUBGRADE TO 957. OF MAX. TO 12' BEYOND GUTTER UP TO A DEPTH OF 12". ©INSTALL W-31(CA) SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED SIMULTANEOUSLY REMOVE AND SALVAGE SIGN WITH CONSRUCTION OF ADJACENT PHASE 0 INSTALL END -OF -STREET STANDARD TYPE III BARRICADE PER CALTRANS A73C SEE DETAIL ON SHT. 7 ® CONSTRUCT 6' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. NOTES: 1. SEE SEWER AND STORM DRAIN PLANS FOR SEWER AND DRAIN PLANS AND DETAILS 2 LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B' A.C. OVER 0.80' AGGREGATE BASE OVER 1.0' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 3. OLD RIVER ROAD - PAVEMENT TO BE 0.45' TYPE 'B' A.C. OVER 1.65 AGGREGATE BASE OVER 1.0' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 4. PANAMA LANE - PAVEMENT TO BE 0.45' TYPE "B' A.C. OVER 1.65' AGGREGATE BASE OVER 1.0' COMPACTED O.G. TO BE COMPACTED TO 95X RELATIVE DENSITY PER C.O.B. STD. ST -9. 5. ALL CATCH BASINS TO BE TYPE 'A' WITH 3.5' OPENINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERVWSE. 6. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD UNLESS OTHERWISE NOTED. 1.1. 6536 Pill, O I` On �Qsf 0U O d� Z u- I W 0000 -j (0 v N w W Y Q m Tt1 0 c o Z ac 0 a� I � J mmn �c00 m Z o 0 < m 06 i `mVz ILZ cr. J II- V CO 2 Z >_ -c0 lz 00. �- Z W IL 0 �Z I.._ CL CO R E co 8 �I Q' 111111 0 c o Z ac 0 a� I � J J a lIx �c00 m Z o 0 < m 06 `mVz ILZ cr. J II- V CO 2 Z >_ -c0 lz 00. �- Z W IL 0 �Z I.._ CL CO R E co 8 �I Q' W T� UL 0