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HomeMy WebLinkAbout1.1-6642 Record Drawing0 c- Q 00 Q Lo CD 0 00 0 v; 0 0 LLj r U� I i Q0 Q0 0 i 0 Ln 0 i w 0 CLI n A.C. PAVING TESTING NOTES: SP7 -39.01 7 -1. ASPHALT CONCRETE (TYPE 'B'). ASPHALT CONCRETE SHALL BE TYPE A (MODIFIED) FOR ALL ARTERIAL AND COLLECTOR STREETS AND TYPE B (MODIFIED) FOR LOCAL STREETS AND SHALL CONFORM TO THE PROVISIONS IN SECTION 39, "ASPHALT CONCRETE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. PRIOR TO THE ADDITION OF ASPHALT BINDER, THE COMBINED MINERAL AGGREGATE FOR TYPE A (MODIFIED) OR TYPE B (MODIFIED) ASPHALT CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF SECTION 39 -2.02, "AGGREGATE," OF THE SPECIFICATIONS FOR 3/4" MAXIMUM, MEDIUM GRADING. ASPHALT BINDER FOR TYPE A (MODIFIED) ASPHALT CONCRETE SHALL BE AR -8000 VISCOSITY GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. ASPHALT BINDER FOR TYPE B (MODIFIED) ASPHALT CONCRETE SHALL BE AR -4000 VISCOSITY GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE ENGINEER.. THE ASPHALT BINDER SHALL CONFORM TO THE REQUIREMENTS IN THE TABLE FOR "STEAM- REFINED PAVING ASPHALTS," IN SECTION 92 -1.02, "GRADES," OF THE STANDARD SPECIFICATIONS. WHEN DIRECTED BY THE CITY ENGINEER, AGGREGATE CONFORMING TO ANY OF THE GRADING REQUIREMENTS IN SECTION 39 -2.02, "AGGREGATE ", OF THE STANDARD SPECIFICATIONS SHALL BE USED TO SURFACE INTERSECTIONS, TAPERS, AND OTHER AREAS WHERE THIN LAYERS OF ASPHALT CONCRETE ARE -BEING CONSTRUCTED, THE AMOUNT OF ASPHALT BINDER TO BE MIXED WITH THE MINERAL AGGREGATE SHALL BE DETERMINED BY THE CONTRACTOR IN ACCORDANCE WITH CALIFORNIA TEST METHOD 367 USING SAMPLES OF MATERIALS PROPOSED FOR USE IN THE WORK. THE AMOUNT OF ASPHALT BINDER SHALL BE APPROVED BY THE ENGINEER. AT LEAST 14 DAYS PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL SUBMIT THE FOLLOWING FOR THE ENGINEER'S REVIEW AND APPROVAL: A. A 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 SHOULD NOT BE OLDER THAN ONE (1) YEAR. C. AN ASPHALT CONCRETE MIX DESIGN DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 367. LABORATORY TEST RESULTS ON WHICH THE DESIGN IS BASED SHALL BE SUBMITTED WITH THE MIX DESIGN ALONG WITH THE THEORETICAL MAXIMUM DENSITY OF THE DESIGN MIXTURE AS DETERMINED BY ASTM D2041. THE ASPHALT CONCRETE MIX SHALL MEET THE REQUIREMENTS OF SECTION 39 -2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. IF THE DATA SUBMITTED SHOWS THAT THE MATERIALS ARE SUBSTANTIALLY THE SAME AS WHEN THE DESIGN WAS PREPARED, THE DESIGN MAY BE UP TO THREE (3) YEARS OLD. THE DEVELOPER SHALL BEAR ALL COSTS ASSOCIATED WITH THE ASPHALT CONCRETE MIX DESIGN. WHERE NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM TO EXISTING PAVED SURFACES, THE EXISTING PAVEMENT SHALL BE SAW CUT. A PRIME COAT WILL NOT BE REQUIRED ON NON -PAVED AREAS TO BE SURFACED PRIOR TO THE PLACEMENT OF ASPHALT HOWEVER, ALL OTHER REQUIREMENTS OF SECTION 39 -4.01, "SUBGRADE," OF THE STANDARD SPECIFICATIONS SHALL BE MET. THE AREA TO WHICH PAINT BINDER HAS BEEN APPLIED SHALL BE CLOSED TO PUBLIC TRAFFIC. CARE SHALL BE TAKEN TO AVOID TRACKING BINDER MATERIAL ONTO THE EXISTING PAVEMENT SURFACE BEYOND THE LIMITS OF CONSTRUCTION. PAVING JOINTS SHALL MATCH STRIPE LOCATIONS UNLESS OTHERWISE PERMITTED BY THE ENGINEER. INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE ENGINEER. ADDITIONAL. ASPHALT CONCRETE SHALL BE PLACED AT ROAD CONNECTIONS AND PRIVATE DRIVES, WHERE SHOWN ON THE PLANS AND AS DIRECTED BY THE ENGINEER, AND HAND RAKED, IF NECESSARY, AND COMPACTED TO FORM SMOOTH, TAPERED CONNECTIONS. THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL BE DETERMINED BY: A. A PROPERLY CALIBRATED NUCLEAR ASPHALT TESTING DEVICE IN THE FIELD, OR B. ASTM D1188 WHEN SLABS OR CORES ARE TAKEN FOR LABORATORY TESTING. ZINC STEARATE MAY BE SUBSTITUTED WITH PARAFFIN. IN CASE OF DISPUTE, METHOD B ABOVE SHALL BE USED. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS 0.15 FOOT OR LESS, PAVING OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT, AT THE END OF EACH WORK SHIFT, THE LENGTH OF PAVEMENT ALONG THE LONGITUDINAL DROP -OFF BETWEEN ADJACENT LANES IS NOT GREATER THAN THAT WHICH CAN BE SURFACED DURING THE FOLLOWING SHIFT OF NORMAL PAVING OPERATIONS. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP -OFFS ON EACH LANE. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS MORE THAN 0.15 FOOT, PAVING OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT THE LAYER OF ASPHALT CONCRETE IS PLACED ON ALL CONTIGUOUS LANES OF THE TRAVELED WAY BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. AT THE END OF EACH WORK SHIFT, THE DISTANCE BETWEEN THE ENDS OF A LAYER OF ASPHALT CONCRETE ON ADJACENT LANES SHALL NOT BE GREATER THAN 10 FEET. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP -OFFS ON EACH LANE AND ALONG THE LONGITUDINAL DROP -OFF BETWEEN ADJACENT LANES. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO 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. ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM 92 PERCENT OF THE MAXIMUM THEORETICAL DENSITY AS DETERMINED BY ASTM D -2041. IN -PLACE DENSITY SHALL BE DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 375. IF THE IN -PLACE DENSITY OF ANY LOT OF ASPHALT CONCRETE IS LESS THAN 92 PERCENT OR GREATER THAN 94 PERCENT OF THE MAXIMUM THEORETICAL DENSITY, THE CONTRACTOR WILL BE ADVISED THAT THE REQUIRED RELATIVE COMPACTION IS NOT BEING ATTAINED AND THAT THE MATERIALS OR PROCEDURES OR BOTH, IF NEEDED, NEED ADJUSTMENT. ASPHALT CONCRETE SPREADING OPERATIONS SHALL NOT CONTINUE UNTIL THE CONTRACTOR HAS NOTIFIED THE CITY ENGINEER OF THE ADJUSTMENT THAT WILL BE MADE IN ORDER TO MEET THE REQUIRED COMPACTION. IF ANY SUCCESSIVE TEST AFTER NOTICE IS GIVEN DOES NOT MEET THE SPECIFIED RANGE, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT MEETS THE IN -PLACE DENSITY REQUIREMENTS. IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE RELATIVE COMPACTION IS EITHER HER LESS THAN 90% OR MORE THAN 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 DEVELOPER'S EXPENSE. THE CONTRACTOR SHOULD BE AWARE OF EXISTING SEWER AND STORM DRAIN MANHOLES WITHIN THE ROADWAY. IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED SURFACE TOLERANCES, IT SHALL BE BROUGHT WITHIN TOLERANCE BY EITHER: (1) ABRASIVE GRINDING WITH EQUIPMENT UTILIZING DIAMOND BLADES, (2) REMOVAL AND REPLACEMENT, OR (3) PLACEMENT OF AN ASPHALT CONCRETE OVERLAY. THE METHOD WILL BE SELECTED BY THE ENGINEER. THE CORRECTIVE WORK SHALL BE AT THE DEVELOPER'S EXPENSE. IF ABRASIVE GRINDING IS USED TO BRING THE FINISHED SURFACE TO SPECIFIED SURFACE TOLERANCES. ADDITIONAL GRINDING SHALL BE PERFORMED, AS NECESSARY, TO ENLARGE THE GRINDING AREA SO THAT THE LONGITUDINAL LIMITS OF GRINDING ARE AT A CONSTANT OFFSET FROM, AND ARE PARALLEL TO, THE NEAREST LANE LINE OR PAVEMENT EDGE, AND THE TRANSVERSE LIMITS OF GRINDING ARE NORMAL TO THE PAVEMENT CENTERLINE. ALL GROUND AREAS SHALL BE NEAT RECTANGULAR AREAS OF UNIFORM SURFACE APPEARANCE. ABRASIVE GRINDING SHALL CONFORM TO THE REQUIREMENTS IN THE FIRST PARAGRAPH AND THE LAST FOUR PARAGRAPHS OF SECTION 42 -2.022 "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 TYPICAL CATCH BASIN LOCATION AT CURB RETURN. N.T.S. STANDARD NOTES, 1. GENERAL CONTRACTOR WILL FURNISH ALL MATERIALS, TOOLS, LABOR, EQUIPMENT AND SUPERVISION NECESSARY TO COMPLETE INSTALLATION. UNDERGROUND SERVICE ALERT (USA) SHALL BE NOTIFIED AT LEAST 2 WORKING DAYS BEFORE CONSTRUCTION. TELEPHONE 1- 800 -227 -2600. CONTRACTOR TO CALL FOR USA LOCATE AND POTHOLE ALL MARKED UTILITIES THAT CROSS OR ARE WITHIN 5' HORIZONTAL DISTANCE OF SEWER AND STORM DRAIN LINES. VERTICAL AND HORIZONTAL LOCATION SHALL BE ASCERTAINED BY THE CONTRACTOR AHEAD OF ANY EXCAVATIONS TO VERIFY THAT THE PROPOSED DESIGN DOES NOT CONFLICT WITH ANY UTILITIES. IN THE EVENT A CONFLICT EXISTS THE ENGINEER SHALL BE NOTIFIED IN ORDER TO REDESIGN THE ALIGNMENT. IF RELOCATION OF EXISTING UTILITIES IS DEEMED NECESSARY THE CONTRACTOR SHALL BE COMPENSATED FOR INSTRUCTED RELOCATION. IF REDESIGN OF THE ALIGNMENT REQUIRES ADDITIONAL FITTINGS, PIPE OR EXCAVATION THE CONTRACTOR SHALL BE COMPENSATED FOR REVISION. IN THE EVENT A UTILITY IS DAMAGED THE CONTRACTOR SHALL BE WHOLLY RESPONSIBLE FOR ITS REPAIR. CONTRACTOR SHALL VERIFY LOCATIONS AND ELEVATIONS OF EXISTING STORM DRAIN LINES THAT THE NEW SYSTEM TIES INTO PRIOR TO TRENCHING. ANY DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER SO THAT ANY NECESSARY ADJUSTMENTS MAY BE MADE. UTILITIES SHALL BE THOROUGHLY RESEARCHED AND LOCATED BY CONTRACTOR PRIOR TO TRENCHING. CROSSING UTILITIES SHALL BE DAYLIGHTED AND CHECKED FOR GRADE, BY CONTRACTOR PRIOR TO TRENCHING. ALL EXISTING IMPROVEMENTS, (CURB,GUTTER, SIDEWALK, CROSS GUTTER, FENCES, ETC.) THAT ARE REMOVED, DAMAGED OR UNDERCUT SHALL BE REPAIRED OR REPLACED AS DIRECTED BY THE CITY ENGINEER. ALL EXISTING PAVING AND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE ;y 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. 2. ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS AND SPECIFICATIONS OF THE CITY OF BAKERSFIELD. 3. THE FOLLOWING CITY OF BAKERSFIELD STANDARDS SMALL BE CONSIDERED PART OF THESE PLANS: ST -1, ST -3, ST -4, ST -6, ST -7, ST -9, ST -10, ST -22 ST -11, ST -13, ST -15B, ST -18, ST -19, D -14, D -162 T -1 4. LOCAL STREET - PAVEMENT SHALL BE EITHER: A) 0.20' TYPE "B" A.C. OVER 0.90' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. B) 0.20' TYPE "B" A.C. OVER 0.50' AGGREGATE BASE OVER 0.50' SUB -BASE WITH MINIMUM R -VALUE OF 40 OVER 0.50' COMPACTED O.G. TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 5. INSTALL STANDARD SURVEY MONUMENT FRAME AND COVER PER CITY OF BAKERSFIELD STD. DWG. ST -13. O TO BE INSTALLED O EXISTING 6. INSTALL TRAFFIC CONTROL SIGNS INSTALL STANDARD STREET NAME SIGNS PER C.O.B. STD. T -1 + INSTALL METRO SIZE STREET NAME SIGNS PER G.O.B. STD. T -1 --c>-- INSTALL STANDARD STREET LIGHTS, 5800 LUMEN H.P.S.V. - D INSTALL STANDARD STREET LIGHTS, 9500 LUMEN H.P.S.V. STREET LIGHTS SHALL MATCH THOSE EXISTING IN THE VICINITY AND IN ACCORDANCE WITH C.O.B. STANDARD DETAIL ST -14. 7. INSTALL TYPE "B" CURB AND GUTTER, PER C.O.B. STANDARDS, ON ALL STREETS UNLESS OTHERWISE NOTED. 8. INSTALL 5' SIDEWALK ON ALL STREETS UNLESS OTHERWISE NOTED. 9. SEWER LATERAL LOCATIONS TO BE STAMPED ( S ) INTO THE CURB FACE OVER EACH SEWER LATERAL. 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 RAMPS PER CALTRANS STD. A88A. 12. ALL MANHOLE AND LAMPHOLE FRAME AND COVERS SHALL BE SET 1/4" BELOW PAVEMENT GRADE. 13. 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. 14. PRIOR TO START ANY PHASE OF CONSTRUCTION WITHIN STREET RIGHT -OF -WAY, THE CONTRACTOR SHALL GIVE THE CITY CONSTRUCTION INSPECTION DEPARTMENT 48 HOURS NOTICE. 15. 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. �--- -- CTS e 0603 & (5604 FD. 6 �i IRON PIPE w /HUB FD. 2" IRON PIPE TAGGED FD. 2" IRON PIPE F AGGEDR & TACK AT CENTER UP 12" RICE 17564 FOR 1/16 CDR. RCE 15177 NOT 0 RECORD UNOCAL CALIFORNIA PIPELINE '�� / RIGHT OF WAY AGREEMENT PER DOC. No. FOR N. 1/4 COR. SEC. 30, PER P.M. 8122, P.M. BK. 35 TEMP. CMP RISER 01 980041 1 7 O.R. 29/29 PER R/S BK. 151 PG. 192 PG. 159 N89'47'S4"W AStS OF BEARING _ 63.56 ' f I . 331 6 331.70' _ TEMP. CMP RISER 45' WIDE COUNTY OF KERN IRREVOCABLE 96 WER OF DEDICA T EON PER BK. 5083, i �... PG. 2044 o., 1 2 3. 4! 5 I . *- ,OUTLET t' 1 ul I 14 %9 All I g � 4 i.� Q SDMH SDMH JUNTION BOX SCALE: 1 " =200' 0 9 � N 10 ° MP. CMP RISER 11 ►� � tr )MH #2� 12 It 13 9 14 15 SDMH# I 16 C13#1 l\ f I 17. }I 18 I 19 SDMH #4 1 20 �-- 22 1 23 ci SDMH #6 ! 1 SD H #7 � 28 33 27 26 ��1 �Q ��-1 � � � 32 z 1 � � 29 O� oft �' � 30 31 etc. -r� -• ��,• I . ,QG• I G 'S ; r r I Undergrour I � F O PROJECT MAP SCALE: 1 * -200' Q SHEET NO. INDEX .INDEX 101 SHEETS SHEET TITLE �1 REVISION APPROVED BY: ROGER A. MCtNTOSH R.C.E. 33322 DATE 2. STANDARD, TRENCHING &STORM DRAIN NOTES EXP. 6 -30 -08 3. WATERGRASS ROAD fj c"'� R. IRELAND STREET & FINNEGAN LANE REVISION APPROVED BY: Z•C>"�j' � 5R. SCOTLAND STREET &KYLE COURT MARIAN SHAW C.E. Iv DATE B L MOUNTAIN COURT & BROADSTONE LANE R.C.E. 32178 EXP. 12 /31/08 U T G DRfVE &KERN CANYON ROAD (SR -184) Vol �1 8R. COLLEGE AVENUE STREET 1>9aa"'1'� r0 M, 363.22 TOP OF MANHOLE/TOP OF Cl EANOUT ELEVATION 10. WATERGRASS ROAD - DRAIN CONSTRUCT STORM DRAIN PER CITY STANDARDS 11. BROADSTONE LANE & FINNEGAN LANE -DRAIN 0 CONSTRUCT STORM DRAIN MANHOLE TYPE 'A" PER C.O.B. STD. SW-4. 12. K R CANYO AD (sR -184) -DRAIN 13R DRAINAGE EASEMENT CONSTRUCT CATCH BASIN TYPE "a" PER C.O.B. STD. D -14. 14R COLLEGE AVENUE -DRAIN rxszl_li� CONSTRUCT CATCH BASIN TYPE "GO" PER CALTRANS STD. PLAN D74B NTH 24-12X GRATE PER CALTRANS STD. PLAN D776 S SEWER -REFER TO E.N.C.S.D. TR. N0. 6642 SEWER &WATER PLANS Q SEWER MANHOLE -REFER TO E.N.C.S.D. TR. N0. 6642 SEWER &WATER PLANS Q SEWER CLEANOUT -REFER TO E.N.C.S.D. TR. N4. 6642 SEWER &WATER PLANS � CONSTRUCT 16" BOTTOM WIDTH DRIVEWAY W /3' WINGS PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) PHASE BOUNDARY - - PROPOSED EDGE OF PAVEMENT TS FURNISH &INSTALL TRAFFIC SIGNAL CONDUIT iR FURNISH &INSTALL IRRIGATION CONDUIT Ic FURNISH &INSTALL INTERCONNECT CONDUIT M3 Tg5 cgs FURNISH &INSTALL SPLICE BOX FOR INTERCONNECT TR3 =N0. 3 1/2 SIZE TR5 =N0. 5 SIZE TR6 =N0. 6 SIZE (D CURVE NUMBER FOR CURVE DESCRIPTION ALONG CURS Oi TAPER NUMBER FOR TAPER DESCRIPTION ALONG CURB �n ITEM OF WORK - SEE SCHEDULE SECTION DESIGNATION: SECTION LETTER 2 SHEET WHERE SECTION IS SHOWN M y CITY OF BAKERSFIELD L KERN COUNTY CALIFORNIA STREET AND STORM DRAIN LIST OF MATERIALS CONSTRU TRACT (;TION PLANS FOR NO. 6642 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 REQUIREMENTS &STANDARDS SET FORTH BY THE CITY OF BAKERSFIELD HAVE BEEN MET. NGINEER'S STATEMENT THESE PLaiwi5 AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY D1RECTIEN►! AND TO THE BEST OF Iu4Y KNOWLEDGE AND BELIEF THEY COMPLY Wil'H CITY OF BAKERSFIELD ORDINANCES, STANDARDS, DESIGN CRITERIA, AND E.N.C.S.D. STANDARDS AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE FLANS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS NS GF THOSE ORDINANCES, STANDARDS AND DESIGN CRITERIA SHALL 13F CORRFCTFD AFFt<UVLD b r. RQ EF A. al DWI R.C.E. 33 22 DATE EXP, 6-30-08 APPROVED 9-Y.- RAUfL M. ROJAS ITEM LEGEND: ONSITE OFFSITE ABBREVIATIONS. A.C. PAVING F.L. FLOWL.INE P. O. V. C. POINT ON VERTICAL CURVE C.L. CENTERLINE B.V.C. BEGIN VERTICAL CURVE ELEV. ELEVATION E.V.C. END VERTICAL CURVE. B.C.R. BEGIN CURB RETURN P.I. POINT OF INTERSECTION E.C.R. END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE B.C. BEGIN CURVE P.C.C. POINT OF COMPOUND CURVATURE P.I. V. C. POINT OF INTERSECTION T.C. TOP OF CURB 11,928 OF VERTICAL CURVE T.P. TOP OF PAVEMENT SDMH STORM DRAIN MANHOLE F.C. FINISH CONCRETE INV. INVERT RCP REINFORCED CONCRETE PIPE G.B. GRADE BREAK RGJ RUBBER GASKETED JOINT QQ FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. ® EXISTING SURVEY MONUMENT - 12 FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T -1. EA. FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T -1. --cam- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. --E-�- FURNISH & INSTALL STREET UGHT -9500 LUMEN PER C.O.B. STD. ST -14. Rl-l. 4 4 5800 LUMEN STREET LIGHTS FURNISH & INSTALL TRAFFIC SIGNS PER C.Q.B. STD. T -19: - "R1 -1" - STOP "W1 -7" - DOUBLE ARROW EA. "R6 -1" -- ONE WAY "W1 -6" - SINGLE ARROW 3 „R5 -1" - DO NOT ENTER "W1 -1" - CURVE ARROW 16 "R26(CA)" - NO PARKING "W3 -3" - SIGNAL AHEAD BARRICADES "R3 -5R" - RIGHT TURN ONLY "W3 -1" - STOP AHEAD 3 "R4 -7" - KEEP RIGHT "S5 -2" - END SCHOOL ZONE "R81(CA)" - BIKE LANE "S4 -2" -WHEN CHILDREN ARE PRESENT "W31(CA)" - END "S4 -3" - SCHOOL °o "W14 -1" - DEAD END "R2 -1" - SPEED LIMIT 20 "W14 -2" - NO OUTLET "R3 -7" - RIGHT LANE MUST TURN RIGHT NOTE: SIGN NUMBERS ARE FEDERAL CODES UNLESS OTHERWISE INDICATED BY (CA). (CA) INDICATES CALIFORNIA CODES. LIST OF MATERIALS CONSTRU TRACT (;TION PLANS FOR NO. 6642 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 REQUIREMENTS &STANDARDS SET FORTH BY THE CITY OF BAKERSFIELD HAVE BEEN MET. NGINEER'S STATEMENT THESE PLaiwi5 AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY D1RECTIEN►! AND TO THE BEST OF Iu4Y KNOWLEDGE AND BELIEF THEY COMPLY Wil'H CITY OF BAKERSFIELD ORDINANCES, STANDARDS, DESIGN CRITERIA, AND E.N.C.S.D. STANDARDS AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE FLANS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS NS GF THOSE ORDINANCES, STANDARDS AND DESIGN CRITERIA SHALL 13F CORRFCTFD AFFt<UVLD b r. RQ EF A. al DWI R.C.E. 33 22 DATE EXP, 6-30-08 APPROVED 9-Y.- RAUfL M. ROJAS ITEM UNIT ONSITE OFFSITE TOTAL A.C. PAVING TONS 2,231 911 3,142 CL. 11 AGG. BASE CUYD 59127 1,629 6,756 SUBGRADE PREPARATION SQYD 17,090 41654 21,744 6" CURB AND GUTTER LF 7,668 1,300 7,968 DRIVEWAYS & HANDICAP RAMPS SQFT 11,928 902 12,830 SIDEWALK SQFT 239334 69375 299709 CROSS GUTTERS SQFT 1, 547 -- 1, 547 STANDARD STREET NAME SIGNS EA. 12 - 12 STOP SIGNS EA. - 2 2 METRO STREET SIGNS EA. - 4 4 5800 LUMEN STREET LIGHTS EA. 15 - 15 9500 LUMEN STREET LIGHTS EA. - 3 3 MONUMENT ENCASEMENTS EA. 16 3 19 BARRICADES EA. - 3 3 LOCAL STREET (� LENGTH LF 1 39356 1,083 T 4,43 24" STORM DRAIN LINE LF - 393 393 18" STORM DRAIN LINE LF 1656 851 2,507 STORM DRAIN MANHOLES EA 6 1 7 TYPE A CATCH BASINS EA 8 2 10 TEMPORARY C.M.P. RISER EA -- 3 3 JUNCTION BOX EA - 1 1 NOTE: 1) A.C. PAVING & AG6. BASE WERE ESTIMATED AS PER OP71aW (A) OF NOTE N0. 4 2) MATERIALS LIST DOES NOT INCLUDE IMPROVEMENTS WITHIN STATE R/W. FX PUBLIC WORKS DIRECTOR DATE 39880 EXP. 12-31-07 A S4 PUBLIC KS DIRECTOR Nl LFMC ENGINEER BASIS OF BEARINGS THE BEARING OF N.89'47'54 "E. SHOWN FOR THE NORTH LINE OF SECTION 30, T.29S., R.29E., M.D.M., AS SHOWN ON RECORD OF SURVEY RECORDED IN R.S. BOOK 15, PAGE 192, IN THE OFFICE OF THE KERN COUNTY RECORDER, WAS USED AS THE BASIS OF BEARINGS SHOWN HEREON. LEGAL DESCRIPTION: BEING A SUBDIVISION OF A PORTION OF THE EAST 1/2 OF THE NORTHWEST 1/4 OF SECTION 30, T.29S., R.29E., M.D.M., CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA 26.59 ACRES WITHIN TRACT CONTAINING 96 BUILDABLE, 1 NON-BUILDABLE LOTS AND 2 LANDSCAPE LOTS ENCHMARK.,, TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE CENTERLINE INTERSECTION OF PIONEER DRIVE AND MONICA STREET. ELEVATION = 519.73' (PER K.C.S.. FIELD BK. 920, PG. 29) (ADD 1.06' TO ALL ELEVATIONS TO ADJUST TO CITY DATUM) UNIVERSITY AVENUE �CD mCD � O►c-�` 00 ',�► PANOR A ouj fj �J w LLJ <(n AUBURN STREET FREEWAY 178 HIGHLAND L.0 KNOLLS DRIVE PROJECT w w _j SITE _j U) z Z- o0 z w COLLEGE AVENUE o COLLEGE AVENUE v Q Z v J c; °o a �-- 4 0 g 0 > x z tai.. C� Z z w g PIONEER DRIVE ca z 0 0 0 i2 uj z CD z z <c J x*'ER �CD mCD � O►c-�` 00 ',�► • �O- fj �J w LLJ .1038 7- /�e - 14 VICINITY MAP OLE m ECORD D K' Q >- m �CD mCD � LLJ z w v Q Z v J c; °o a �-- c) w w w ca z C) Lu as c6 o U co U W ckr_l LAJ Of o °c.° ' CL QC)© ( V V) WWw w Q C) co �-- o CN co co Q �- 00 I I CD N L6 0 L6 0 0 CN 0 CO 0 Cn _0 T) i F_ w fy Q0 Q0 0 F- x 0 0 U LLJ n A.C. PAVING TESTING NOTES: SP7 -39.01 7 -1. ASPHALT CONCRETE (TYPE 'B'). ASPHALT CONCRETE SHALL BE TYPE A (MODIFIED) FOR ALL ARTERIAL AND COLLECTOR STREETS AND- TYPE B (MODIFIED) FOR LOCAL STREETS AND SHALL CONFORM TO THE PROVISIONS IN SECTION 39, "ASPHALT CONCRETE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. PRIOR TO THE ADDITION OF ASPHALT BINDER, THE COMBINED MINERAL AGGREGATE FOR TYPE A (MODIFIED) OR TYPE B (MODIFIED) ASPHALT CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF SECTION 39 -2.02, "AGGREGATE," OF THE SPECIFICATIONS FOR 3/4" MAXIMUM, MEDIUM GRADING. ASPHALT BINDER FOR TYPE A (MODIFIED) ASPHALT CONCRETE SHALL BE AR -8000 VISCOSITY GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. ASPHALT BINDER FOR TYPE B (MODIFIED) ASPHALT CONCRETE SHALL BE AR -4000 VISCOSITY GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. THE ASPHALT BINDER SHALL CONFORM TO THE REQUIREMENTS IN THE TABLE FOR "STEAM- REFINED PAVING ASPHALTS," IN SECTION 92 -1.02, "GRADES," OF THE STANDARD SPECIFICATIONS. WHEN DIRECTED BY THE CITY ENGINEER, AGGREGATE CONFORMING TO ANY OF THE GRADING REQUIREMENTS IN SECTION 39 -2.02, "AGGREGATE ", OF THE STANDARD SPECIFICATIONS SHALL BE USED TO SURFACE INTERSECTIONS, TAPERS, AND OTHER AREAS WHERE THIN LAYERS OF ASPHALT CONCRETE ARE BEING CONSTRUCTED. THE AMOUNT OF ASPHALT BINDER TO BE MIXED WITH THE- MINERAL AGGREGATE SHALL BE DETERMINED BY THE CONTRACTOR IN ACCORDANCE WITH CALIFORNIA TEST METHOD 367 USING SAMPLES OF MATERIALS PROPOSED FOR USE IN THE WORK. THE AMOUNT OF ASPHALT BINDER SHALL BE APPROVED BY THE ENGINEER. AT LEAST 14 DAYS PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL SUBMIT THE FOLLOWING FOR THE ENGINEER'S REVIEW AND APPROVAL: A. A 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 SHOULD NOT BE OLDER THAN ONE (1) YEAR. C. AN ASPHALT CONCRETE MIX DESIGN DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 367. LABORATORY TEST RESULTS ON WHICH THE DESIGN IS BASED SHALL BE SUBMITTED WITH THE MIX DESIGN ALONG WITH THE THEORETICAL MAXIMUM DENSITY OF THE DESIGN MIXTURE AS DETERMINED BY ASTM D2041. THE ASPHALT CONCRETE MIX SHALL MEET THE REQUIREMENTS OF SECTION 39 -2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. IF THE DATA SUBMITTED SHOWS THAT THE MATERIALS ARE SUBSTANTIALLY THE SAME AS WHEN THE DESIGN WAS PREPARED, THE DESIGN MAY BE UP TO THREE (3) YEARS OLD. THE DEVELOPER SHALL BEAR ALL COSTS ASSOCIATED WITH THE ASPHALT CONCRETE MIX DESIGN. WHERE NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM TO EXISTING PAVED SURFACES, THE EXISTING PAVEMENT SHALL BE SAW CUT. A PRIME COAT WILL NOT BE REQUIRED ON NON - PAVED AREAS TO BE SURFACED PRIOR TO THE PLACEMENT OF ASPHALT HOWEVER, ALL OTHER REQUIREMENTS OF S=ECTION 39 -4.01, "SUBGRADE," OF THE STANDARD SPECIFICATIONS SHALL BE MET. THE AREA TO WHICH PAINT BINDER HAS BEEN APPLIED SHALL BE CLOSED TO PUBLIC TRAFFIC. CARE SHALL BE TAKEN TO AVOID TRACKING BINDER MATERIAL ONTO THE EXISTING PAVEMENT SURFACE BEYOND THE LIMITS OF CONSTRUCTION. PAVING JOINTS SHALL MATCH STRIPE LOCATIONS UNLESS OTHERWISE PERMITTED BY THE ENGINEER. INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE ENGINEER. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED AT ROAD CONNECTIONS AND PRIVATE DRIVES, WHERE SHOWN ON THE PLANS AND AS DIRECTED BY THE ENGINEER, AND HAND RAKE, IF NECESSARY, AND COMPACTED TO FORM SMOOTH, TAPERED CONNECTIONS. THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL BE DETERMINED BY: A. A PROPERLY CALIBRATED NUCLEAR ASPHALT TESTING DEVICE IN THE FIELD, OR B. ASTM D1188 WHEN SLABS OR CORES ARE TAKEN FOR LABORATORY TESTING. ZINC STEARATE MAY BE SUBSTITUTED WITH PARAFFIN. IN CASE OF DISPUTE, METHOD B ABOVE SHALL BE USED. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS 0.15 FOOT OR LESS, PAVING OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT, AT THE END OF EACH WORK SHIFT, THE LENGTH OF PAVEMENT ALONG THE LONGITUDINAL DROP -OFF BETWEEN ADJACENT LANES IS NOT GREATER THAN THAT WHICH CAN BE SURFACED DURING THE FOLLOWING SHIFT OF NORMAL PAVING OPERATIONS. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP -OFFS ON EACH LANE. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKE AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS MORE THAN 0.15 FOOT, PAVING OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT THE LAYER OF ASPHALT CONCRETE IS PLACED ON ALL CONTIGUOUS LANES OF THE TRAVELED WAY BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. AT THE END OF EACH WORK SHIFT, THE DISTANCE BETWEEN THE ENDS OF A LAYER OF ASPHALT CONCRETE ON ADJACENT LANES SHALL NOT BE GREATER THAN 10 FEET. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP -OFFS ON EACH LANE AND ALONG THE LONGITUDINAL DROP -OFF BETWEEN ADJACENT LANES. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO 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. ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM 92 PERCENT OF THE MAXIMUM THEORETICAL DENSITY AS DETERMINED BY ASTM D -2041. IN -PLACE DENSITY SHALL BE DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 375. IF THE IN -PLACE DENSITY OF ANY LOT OF ASPHALT CONCRETE IS LESS THAN 92 PERCENT OR GREATER THAN 94 PERCENT OF THE MAXIMUM THEORETICAL DENSITY, THE CONTRACTOR WILL BE ADVISED THAT THE REQUIRED RELATIVE COMPACTION IS NOT BEING ATTAINED AND THAT THE MATERIALS OR PROCEDURES OR BOTH, IF NEEDED, NEED ADJUSTMENT. ASPHALT CONCRETE SPREADING OPERATIONS SHALL NOT CONTINUE UNTIL THE CONTRACTOR HAS NOTIFIED THE CITY ENGINEER OF THE ADJUSTMENT THAT WILL BE MADE IN ORDER TO MEET THE REQUIRED COMPACTION. IF ANY SUCCESSIVE TEST AFTER NOTICE IS GIVEN DOES NOT MEET THE SPECIFIED RANGE, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT MEETS THE IN -PLACE DENSITY REQUIREMENTS. IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE RELATIVE COMPACTION IS EITHER HER LESS THAN 90% OR MORE THAN 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 DEVELOPER'S EXPENSE. THE CONTRACTOR SHOULD BE AWARE OF EXISTING SEWER AND STORM DRAIN MANHOLES WITHIN THE ROADWAY. IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED SURFACE TOLERANCES, IT SHALL BE BROUGHT WITHIN TOLERANCE BY EITHER: (1) ABRASIVE GRINDING WITH EQUIPMENT UTILIZING DIAMOND BLADES, (2) REMOVAL AND REPLACEMENT, OR (3) PLACEMENT OF AN ASPHALT CONCRETE OVERLAY. THE METHOD WILL BE SELECTED BY THE ENGINEER. THE CORRECTIVE WORK SHALL BE AT THE DEVELOPER'S EXPENSE. IF ABRASIVE GRINDING IS USED TO BRING THE FINISHED SURFACE TO SPECIFIED SURFACE TOLERANCES. ADDITIONAL GRINDING SHALL BE PERFORMED, AS NECESSARY, TO ENLARGE THE GRINDING AREA SO THAT THE LONGITUDINAL LIMITS OF GRINDING ARE AT A CONSTANT OFFSET FROM, AND ARE PARALLEL TO, THE NEAREST LANE LINE OR PAVEMENT EDGE, AND THE TRANSVERSE LIMITS OF GRINDING ARE NORMAL TO THE PAVEMENT CENTERLINE. ALL GROUND AREAS SHALL BE NEAT RECTANGULAR AREAS OF UNIFORM SURFACE APPEARANCE. ABRASIVE GRINDING SHALL CONFORM TO THE REQUIREMENTS IN THE FIRST PARAGRAPH AND THE LAST FOUR PARAGRAPHS OF SECTION 42 -2.02, "CONSTRUCTION" OF THE STANDARD SPECIFICATIONS. A FOG SEAL COAT SHALL BE 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 TYPICAL CATCH BASIN LOCATION AT RETURN. N.T.S. STANDARD NOTES. 1. GENERAL CONTRACTOR WILL FURNISH ALL MATERIALS, TOOLS, LABOR, EQUIPMENT AND SUPERVISION NECESSARY TO COMPLETE INSTALLATION. UNDERGROUND SERVICE ALERT (USA) SHALL BE NOTIFIED AT LEAST 2 WORKING DAYS BEFORE CONSTRUCTION. TELEPHONE 1- 800 - 227 -2600. CONTRACTOR TO CALL FOR USA LOCATE AND POTHOLE ALL MARKED UTILITIES THAT CROSS OR ARE WITHIN 5' HORIZONTAL DISTANCE OF SEWER AND STORM DRAIN LINES. VERTICAL AND HORIZONTAL LOCATION SHALL BE ASCERTAINED BY THE CONTRACTOR AHEAD OF ANY EXCAVATIONS TO VERIFY THAT THE PROPOSED DESIGN DOES NOT CONFLICT WITH ANY UTILITIES. IN THE EVENT A CONFLICT EXISTS THE ENGINEER SHALL BE NOTIFIED IN ORDER TO REDESIGN THE ALIGNMENT. IF RELOCATION OF EXISTING UTILITIES IS DEEMED NECESSARY THE CONTRACTOR SHALL BE COMPENSATED FOR INSTRUCTED RELOCATION. IF REDESIGN OF THE ALIGNMENT REQUIRES ADDITIONAL FITTINGS, PIPE OR EXCAVATION THE CONTRACTOR SHALL BE COMPENSATED FOR REVISION. IN THE EVENT A UTILITY IS DAMAGED THE CONTRACTOR SHALL BE WHOLLY RESPONSIBLE FOR ITS REPAIR. CONTRACTOR SHALL VERIFY LOCATIONS AND ELEVATIONS OF EXISTING STORM DRAIN LINES THAT THE NEW SYSTEM TIES INTO PRIOR TO TRENCHING. ANY DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER SO THAT ANY NECESSARY ADJUSTMENTS MAY BE MADE. UTILITIES SHALL BE THOROUGHLY RESEARCHED AND LOCATED BY CONTRACTOR PRIOR TO TRENCHING. CROSSING UTILITIES SHALL BE DAYLIGHTED AND CHECKED FOR GRADE, BY CONTRACTOR PRIOR TO TRENCHING. ALL EXISTING IMPROVEMENTS, (CURB,GUTTER, SIDEWALK, CROSS GUTTER, FENCES, ETC.) THAT ARE REMOVED, DAMAGED OR UNDERCUT SHALL BE REPAIRED OR REPLACED AS DIRECTED BY THE CITY ENGINEER. ALL EXISTING PAVING AND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE REPLACED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWING ST -6, EXCEPT AS NOTED ON PLANS. ALL MANHOLES AND CLEANOUTS WITHIN TRACT, INCLUDING EXISTING MANHOLES, SHALL BE ADJUSTED TO FINISH GRADE IN ACCORDANCE WITH CITY STANDARDS. EXISTING MANHOLES MAY REQUIRE REMOVAL OF EXISTING GONE, AND REMOVAL OR "CHANGE OUT" OF BARREL RINGS. 2. ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS AND SPECIFICATIONS OF THE CITY OF BAKERSFIELD. 3. 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 -22 ST-111 ST -13, ST -15B, ST -18, ST -19, D -14, D -16, T -1 4. LOCAL STREET - PAVEMENT SHALL BE EITHER: A) 0.20' TYPE "B" A.C. OVER 0.90' AGGREGATE . BASE OVER 0.50' COMPACTED O.G. TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9, B) 0.20' TYPE "B" A.C. OVER 0.50' AGGREGATE BASE OVER 0.50' SUB -BASE WITH MINIMUM R -VALUE OF 40 OVER 0.50' COMPACTED Q.G. TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 5. INSTALL STANDARD SURVEY MONUMENT FRAME AND COVER PER CITY OF BAKERSFIELD STD. DWG. ST -13. OO TO BE INSTALLED a EXISTING 6. T INSTALL TRAFFIC CONTROL SIGNS INSTALL STANDARD STREET NAME SIGNS PER C.Q.B. STD. T -1 + INSTALL METRO SIZE STREET NAME SIGNS PER C.Q.B. STD. T -1 -cam-- INSTALL STANDARD STREET LIGHTS, 5800 LUMEN H.P.S.V. - D INSTALL STANDARD STREET LIGHTS, 9500 LUMEN H.P.S.V. STREET LIGHTS SHALL MATCH THOSE EXISTING IN THE VICINITY AND IN ACCORDANCE WITH C.O.B. STANDARD DETAIL ST 14. 7. INSTALL TYPE "B" CURB AND GUTTER, PER C.Q.B. STANDARDS, ON AL STREETS UNLESS OTHERWISE NOTED. 8. INSTALL 5' SIDEWALK ON ALL STREETS UNLESS OTHERWISE NOTED. 9. SEWER LATERAL LOCATIONS TO BE STAMPED ( S ) INTO THE CURB FACE OVER EACH SEWER LATERAL. 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 RAMPS PER CALTRANS STD. A88A. 12. ALL MANHOLE AND LAMPHOLE FRAME AND COVERS SHALL BE SET 1/4"' BELOW PAVEMENT GRADE. 13. 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. 14. PRIOR TO START ANY PHASE OF CONSTRUCTION WITHIN STREET RIGHT -OF -WAY, THE CONTRACTOR SHALL GIVE THE CITY CONSTRUCTION INSPECTION DEPARTMENT 48 HOURS NOTICE. 15. 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, x N TRACTS N 6603 & 660 4 „ FD. 6 IRON PIPE w /HUB FD. 2" IRON PIPE TAGGED FD. 2" IRON PIPE 'TAGGED & TACK AT CENTER UP 12" RCE 17564 FOR 1/16 CDR. RCE 15177 NOT OF RECORD ' `° tir`vr4a 5 _° . o_ = OF WAY ,���� . f��f;. FOR N. 1/4 CDR. SEC.. 30, , PER P.M. 8122, P.M. BK. 35 TEMP. CMP RISER , _ r 29/29 PER R/S BK. 15, PG. 192 PG. 159 N89'47'54"W A_SIS_OF BEARIN� _ 663.56 331 �-- __..... 77,__....,. -� 331.70' 17f 1= I t\ !S; F= I EE TEMP. CMP RISER --- .vi �" 71; fie {.Y :.e; fr. iX, f N � i EE ,f s, e 96 < = tt.� J - c'" ,s K �{ i' ._ . r. f 4 4 SDMH SDMH JUN TI ON BOX tom\ t,. SCALE: 1 " =200' 5���"'°�6'� lR�C\� COUNTY CALIFORNIA 0 $ 9 ' N N 10 to TEMP. CMP RISER E � 3 �F� t DMH #2 12. 13 9 y 14 15 I R -7 SDMH #3 =1 y t 16 I f C I I 17 I I 18 SDMH #4 I 20 I 21 I 22 I 23 , I I SDMH #6 i I I r? A vf 28 SD 4H#7 < gip 33 t 29 ` j- 1 }" 32 31 `4 l V" the V yw L IS z °05 { �1 �. PROJECT MAP. SCALE: 1"=200" STREET AND STORM DRAIN CONSTRUCTION PLANS FOR TRACT NO. 6642 NOTE: 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. TELEPHONE 32-6-3049 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 BEEN MET. ENGINEER 'S STATEMENT THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF THEY COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, DESIGN CRITERIA, AND E.N.C.S.D. STANDARDS AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS AND DESIGN CRITERIA SHALL BE CORRECTED APPROVED BY: ROGER A. MCINTOSH R.C.E. 33322 DATE EXP. 6 -30 -08 APPROVED BY: RAUL M. ROJAS Aa- REVIEWED BY: Q SHEET NO. INDEX INDEX OF SHEETS REVS SHEET TITLE Underground Service Alert Call: TOLL FREE 1- 800 - 227 -2600 TWO WORKING DAYS BEFORE DIGGING 1. COVER SHEET 2. STANDARD, TRENCHING & STORM DRAIN NOTES 3. WATERGRASS ROAD 4. IRELAND STREET & FINNEGAN LANE ' 5. SCOTLAND STREET & KYLE COURT 6. BALD MOUNTAIN COURT & BROADSTONE LANE 7. BURNT RIDGE DRIVE & KERN CANYON ROAD (SR -184) 8. COLLEGE AVENUE 9 FUTURE MONICA STREET T 0 M, 363.22 LEGEND: - 10. WATER-GRASS ROAD DRAIN 6, ABBREVIATIONS � F.L. FLOWLINE P.O. V. C. POINT ON VERTICAL CURVE C.L. CENTERLINE B. V. C. BEGIN VERTICAL CURVE ELEV. ELEVATION E.V.C. END VER11CAL CURVE B.C.R. BEGIN CURB RETURN P.I. POINT OF INTERSECTION E.C.R. END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE B.C. BEGIN CURVE P.C.C. POINT OF COMPOUND CURVATURE P.I. V. C. POINT OF INTERSECTION T.C. TOP OF CURB FREEWAY 178 OF VERTICAL CURVE T.P. TOP OF PAVEMENT SDMH STORM DRAIN MANHOLE F.C. FINISH CONCRETE INV. INVERT RCP REINFORCED CONCRETE PIPE G.B. GRADE BREAK RGJ RUBBER GASKETED JOINT i FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. a EXISTING SURVEY MONUMENT U CONSTRUCT CATCH BASIN TYPE "GO" PER CALTRANS STD. PLAN D74B FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T -1. SITE FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T -1. -o-- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. -E- FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST -14. R1 -1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: SEWER - REFER TO E.N.C.S.D. TR. NO. 6642 SEWER & WATER PLANS "R14' - STOP "W1 -7" - DOUBLE ARROW Z "R64' - ONE WAY "W1 -6'" - SINGLE ARROW Q "R5 -1" - DO NOT ENTER "W1 -1" - CURVE ARROW COLLEGE AVENUE "R26(CA)" - NO PARKING "W3 -3" - SIGNAL AHEAD "R3 -5R" - RIGHT TURN ONLY "W3 -1" - STOP AHEAD cv "134 -7" - KEEP RIGHT "S5 -2" - END SCHOOL ZONE "R81(CA)" - BIKE LANE "S4 -2" -WHEN CHILDREN ARE PRESENT W31 (CA)" - END "S4 -3" - SCHOOL F� "W14 -1" - DEAD END "R2 -1" - SPEED LIMIT 20 OFFSITE "W14 -2" - NO OUTLET "R3 -7" - RIGHT LANE MUST TURN RIGHT NOTE: SIGN NUMBERS ARE FEDERAL CODES UNLESS OTHERWISE INDICATED BY (CA). (CA) INDICATES CALIFORNIA CODES. x N TRACTS N 6603 & 660 4 „ FD. 6 IRON PIPE w /HUB FD. 2" IRON PIPE TAGGED FD. 2" IRON PIPE 'TAGGED & TACK AT CENTER UP 12" RCE 17564 FOR 1/16 CDR. RCE 15177 NOT OF RECORD ' `° tir`vr4a 5 _° . o_ = OF WAY ,���� . f��f;. FOR N. 1/4 CDR. SEC.. 30, , PER P.M. 8122, P.M. BK. 35 TEMP. CMP RISER , _ r 29/29 PER R/S BK. 15, PG. 192 PG. 159 N89'47'54"W A_SIS_OF BEARIN� _ 663.56 331 �-- __..... 77,__....,. -� 331.70' 17f 1= I t\ !S; F= I EE TEMP. CMP RISER --- .vi �" 71; fie {.Y :.e; fr. iX, f N � i EE ,f s, e 96 < = tt.� J - c'" ,s K �{ i' ._ . r. f 4 4 SDMH SDMH JUN TI ON BOX tom\ t,. SCALE: 1 " =200' 5���"'°�6'� lR�C\� COUNTY CALIFORNIA 0 $ 9 ' N N 10 to TEMP. CMP RISER E � 3 �F� t DMH #2 12. 13 9 y 14 15 I R -7 SDMH #3 =1 y t 16 I f C I I 17 I I 18 SDMH #4 I 20 I 21 I 22 I 23 , I I SDMH #6 i I I r? A vf 28 SD 4H#7 < gip 33 t 29 ` j- 1 }" 32 31 `4 l V" the V yw L IS z °05 { �1 �. PROJECT MAP. SCALE: 1"=200" STREET AND STORM DRAIN CONSTRUCTION PLANS FOR TRACT NO. 6642 NOTE: 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. TELEPHONE 32-6-3049 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 BEEN MET. ENGINEER 'S STATEMENT THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF THEY COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, DESIGN CRITERIA, AND E.N.C.S.D. STANDARDS AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS AND DESIGN CRITERIA SHALL BE CORRECTED APPROVED BY: ROGER A. MCINTOSH R.C.E. 33322 DATE EXP. 6 -30 -08 APPROVED BY: RAUL M. ROJAS Aa- REVIEWED BY: Q SHEET NO. INDEX INDEX OF SHEETS REVS SHEET TITLE Underground Service Alert Call: TOLL FREE 1- 800 - 227 -2600 TWO WORKING DAYS BEFORE DIGGING 1. COVER SHEET 2. STANDARD, TRENCHING & STORM DRAIN NOTES 3. WATERGRASS ROAD 4. IRELAND STREET & FINNEGAN LANE ' 5. SCOTLAND STREET & KYLE COURT 6. BALD MOUNTAIN COURT & BROADSTONE LANE 7. BURNT RIDGE DRIVE & KERN CANYON ROAD (SR -184) 8. COLLEGE AVENUE 9 FUTURE MONICA STREET T 0 M, 363.22 TOP OF MANHOLE /TOP OF CLEANOUT ELEVATION - 10. WATER-GRASS ROAD DRAIN 6, a o � W PANORAMA CONSTRUCT STORM DRAIN PER CITY STANDARDS 11. BROADSTONE LANE & FINNEGAN LANE - DRAIN Y � a CONSTRUCT STORM DRAIN MANHOLE TYPE "A" PER C.O.B. STD. SW -4. 12• KERN CANYON ROAD (SR -184) - DRAIN c z .J U U 13. DRAINAGE EASEMENT FREEWAY 178 CONSTRUCT CATCH BASIN TYPE "A" PER C.O.B. STD. D -14. a HIGHLAND t'-t _ 4 aN� J 14. COLLEGE ' AVENUE - DRAIN PROJECT L Cn J U U CONSTRUCT CATCH BASIN TYPE "GO" PER CALTRANS STD. PLAN D74B SITE o 0 Z co WITH 24 -12X GRATE PER CALTRANS STD. PLAN D77B zW - s SEWER - REFER TO E.N.C.S.D. TR. NO. 6642 SEWER & WATER PLANS LIST OF MATERIALS Z z Q SEWER MANHOLE - REFER TO E.N.C.S.D. TR. NO. 6642 SEWER & WATER PLANS COLLEGE AVENUE Z 0 0 0 cv COLLEGE AVENUE o z r o I TEM F� UNIT ONSITE OFFSITE TOTAL Q SEWER CLEANOUT - REFER TO E.N.C.S.D. TR. NO. 6642 SEWER & WATER PLANS A.C. PAVING TONS 21231 911 3,142 Q CONSTRUCT 16' BOTTOM WIDTH DRIVEWAY W /3' WINGS CL. II AGG. BASE CUYD 51127 1,629 61756 PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) 0 ix SUBGRADE PREPARATION Uj o SQYD 171,090 4,654 21,744 Wo m PHASE BOUNDARY W 6" CURB AND GUTTER LF 7p668 11,300 '71968 PIONEER DRIVE PROPOSED EDGE OF PAVEMENT DRIVEWAYS & HANDICAP RAMPS SQFT 11,928 902 12,830 SIDEWALK SQFT 23t334 6,375 29, 709 TS FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT arm CROSS GUTTERS SQFT 1,547 - 1,547 IR FURNISH & INSTALL IRRIGATION CONDUIT C5 STANDARD STREET NAME SIGNS EA 12 - 12 1e FURNISH & INSTALL INTERCONNECT CONDUIT STOP SIGNS (3 EA. - 2 2 TU3 5 TR6 METRO STREET SIGNS W EA. - 4 4 FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT C Q_ TR3 =NO. 3 1/2 SIZE TR5 =NO. 5 SIZE TR6 =N0. 6 SIZE 5800 LUMEN STREET LIGHTS EA. 15 - 15 (D CURVE NUMBER FOR CURVE DESCRIPTION ALONG CURB 9500 LUMEN STREET LIGHTS EA. - 3 3 MONUMENT ENCASEMENTS EA. 16 3 19 O TAPER NUMBER FOR TAPER DESCRIPTION ALONG CURB BARRICADES EA. - 3 3 ITEM OF WORK - SEE SCHEDULE LOCAL STREET q LENGTH F LF T3,356T1,083 4,439 24" STORM DRAIN LINE LF - 393 393 SECTION DESIGNATION: 18" STORM DRAIN LINE o o0 LF 1656 851 2,507 SECTION LETTER STORM DRAIN MANHOLES Q EA 6 1 7 A TYPE A CATCH BASINS EA 8 2 10 .. 2 TEMPORARY C.M.P. RISER EA - 3 3 SHEET WHERE SECTION IS SHOWN JUNCTION -BOX EA I - 1 1 1 NOTE: 1 } A.C. PAVING & AGG. BASE WERE ESTIMATED AS PER OPTION (A) OF NOTE NO. 4 2) MATERIALS LIST DOES NOT INCLUDE IMPROVEMENTS WITHIN STATE R /W. PUBLIC WORKS DIRECTOR R.C.E. 39880 EXP. 12-31-07 V''9 s'F 1 l • y: 91/3 //Oq Tft F IC ENGINEER BASIS OF BEARINGS THE BEARING OF N.89'47'54 "E. SHOWN FOR THE NORTH LINE OF SECTION 30, T.29S., R.29E., M.D.M., AS SHOWN ON RECORD OF SURVEY RECORDED IN R.S. BOOK 15, PAGE 192, IN THE OFFICE OF THE KERN COUNTY RECORDER, WAS USED AS THE BASIS OF BEARINGS SHOWN HEREON. LEGAL DESCRIPTION, BEING A SUBDIVISION OF A PORTION OF THE EAST 1/2 OF THE NORTHWEST 1/4 OF SECTION 304 T.29S., R.29E., M.D.M., CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA 26.59 ACRES WITHIN TRACT CONTAINING 96 BUILDABLE, 1 NON- BUILDABLE LOTS AND 2 LANDSCAPE LOTS BENCHMARK: TOP OF CONCRETE MONUMENT IN LAMPHQLE AT THE CENTERLINE INTERSECTION OF PIONEER DRIVE AND MONICA STREET. ELEVATION = 519.73' (PER K.C.S. FIELD BK. 920, PG. 29) (ADD 1.06' TO ALL ELEVATIONS TO ADJUST TO CITY DATUM) 000 00 0 0�� DATE UNIVERSITY AVENUE °- 6, a o � W PANORAMA o Q o v� Y � �En c z .J U U AUBURN STREET FREEWAY 178 a HIGHLAND t'-t _ 4 aN� J KNOLLS DRIVE PROJECT L Cn J U U SITE o 0 Z co m zW 0 coo �- Z z .� Q COLLEGE AVENUE Z 0 0 0 cv COLLEGE AVENUE o z r o F� 0 z •� L0 w J iz a C) 0 w Q Cn LLJ 0 ix 0 OUJ Uj o w M Wo m W 00 PIONEER DRIVE L� w z CD W 0 Io ro I- 0) - o z co 0 z I Q w0. W 00 a O V) N C>% LI Q C? a i N 0 N o r Z Lc�k j o a fy } m 0 W Y W 4 m IER °- 6, a o W �' U o Q o LLJ Y 7_14"._141 VICINITY MAP. y r NO SCALE L;1 F_ �- .in °- Z w Y � 0. 0 c z .J U U a W = t'-t _ F CJ aN� J V z U U 0z z !- Lr 0 Z co m 0 �- Z z .� Q a z �C Z 0 0 .- cv z r o F� 0 z •� L0 w J iz a C) 0 w Q � LLJ w M W 00 m arm C5 a V (3 W W C Q_ Cl cn V) WLLJ w o o0 0 0 Q 0 0 iu w h., 0, V U. 0 t Z w m 0. 0 c z .J a a F CJ aN� J V z EtD -mow 0z z !- Lr 0 Z co m 0 �- .� Q a z �C Z 0 z r o 0 z •� L0 w J iz a C) 0 Q w W iu w h., 0, V U. 0 t a� CD n co 0 L6 0 0 0 00 0 c� 0 Ln i W V) N C9 Q0 0 P L I 0 0 V) w J ��0 6L / n i STANDARD NOTES (CONTol 16. AGGREGATE BASE: AGGREGATE BASE MATERIAL FOR ARTERIAL &COLLECTOR ROADWAYS SHALL MEET THE SPECIFICATIONS FOR CLASS 2 AGGREGATE BASE (CL 2 AB) CONFORMING TO SECTION 26 OF THE STATE STANDARD SPECIFICATIONS, LATEST EDITION; HOWEVER, NO RECYCLED OR RECLAIMED MATERIAL WILL BE ALLOWED. BASE MATERIAL W 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. 17. 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. 18. 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. 19. 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. 20. 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. 21. 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 HOLIDAYS. 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. 22. 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 PUBLIC TRAFFIC. SAND OR OTHER MATERIAL DEPOSITED ON THE PAVEMENT AS A RESULT OF REMOVING TRAFFIC STRIPES AND MARKINGS SHALL BE REMOVED AS THE WORK PROGRESSES. ACCUMULATIONS OF SAND OR OTHER MATERIAL WHICH MIGHT INTERFERE WITH DRAINAGE OR MIGHT CONSTITUTE A HAZARD TO TRAFFIC WILL NOT BE PERMITTED. TRAFFIC STRIPES SHALL BE REMOVED BEFORE ANY CHANGE IS MADE IN THE TRAFFIC PATTERN. BLAST CLEANING FOR REMOVAL OF TRAFFIC STRIPES SHALL BE FEATHERED OUT TO IRREGULAR AND VARYING WIDTHS. PAVEMENT MARKINGS SHALL BE REMOVED BY BLAST CLEANING A RECTANGULAR AREA, RATHER THAN JUST LETTERING OR MARKINGS, SO THE OLD MESSAGE CANNOT BE IDENTIFIED. AFTER REMOVAL OF TRAFFIC STRIPES AND PAVEMENT MARKINGS, A FOG SEAL COAT SHALL BE APPLIED IN CONFORMANCE WITH THE PROVISIONS IN SECTION 37, BITUMINOUS SEALS", OF THE STANDARD 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 LINE TAPE IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. TEMPORARY DELINATION MUST BE THE SAME COLOR AS THE PERMANENT DELINEATION. REMOVE TEMPORARY DELINEATION APPLIED TO ASPHALT CONCRETE PATCHES IMMEDIATELY PRIOR TO APPLYING ASPHALTIC EMULSION TACKCOAT FOR ASPHALT CONCRETE OVERLAY. TRAFFIC STRIPES AND PAVEMENT MARKINGS SHALL CONFORM TO SECTION 84, "TRAFFIC STRIPES & PAVEMENT MARKINGS," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. TRAFFIC STRIPES AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC AND SHALL CONFORM TO SECTION 84 -2, "THERMOPLASTIC TRAFFIC STRIPES AND PAVEMENT MARKINGS. THE FIRST SENTENCE OF SECTION 84 -2.01 "MATERIALS" SHALL BE REVISED TO READ: THE THERMOPLASTIC MATERIALS SHALL CONFORM TO STATE SPECIFICATION 8010-21C-19. PAVEMENT MARKERS SHALL CONFORM TO SECTION 85 "PAVEMENT MARKERS," AND THESE SPECIAL PROVISIONS: PAVEMENT MARKERS SHALL BE PLACED WITH RAPID SET EPDXY PER SECTION 95 -2.04 OF THE STANDARD SPECIFICATIONS. TRENCHING NOTES: �. TRENCH EXCAVATION THE EXCAVATION OF TRENCHES FOR PIPING LAID IN THE GROUND SHALL BE IN OPEN -CUT FROM THE SURFACE OF THE GROUND EXCEPT WHERE BORING IS 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 5 -39. TRENCH LINES SHALL MEET ALL FEDERAL AND STATE SAFETY REQUIREMENTS. 2. BRACING AND SHORING EXCAVATION SHALL BE SUPPORTED AS SET FORTH IN THE RULES, ORDERS, AND REGULATIONS OF THE STATE DIVISION OF INDUSTRIAL SAFETY. IF THE CONTRACTOR DESIRES TO DEVIATE FROM THE SAFETY ORDERS, HE SHALL SUBMIT DATA 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 SHORTING, 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. 3. TRENCH BACKFILL 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 UTILIZATION OF IN -SITU MATERIALS. ACHIEVING FIRM BEDDING BELOW PIPE SPRINGLINE CONTRACTOR SHALL PROVIDE "FIRM BEDDING" SUPPORT FOR THE PIPE BELOW THE SPRWGLINE. 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 BACKFILLING, CONSOLIDATION 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- SLICING 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 ROLLING, USING EQUIPMENT AND METHODS APPROVED BY THE ENGINEER. WHEN THE CONTRACTOR COMPACTS BY TAMPING AND /OR ROLLING, THE BACKFILL MATERIAL SHALL BE PLACED IN LAYERS NOT EXCEEDING EIGHTEEN (18) INCHES IN LOOSE DEPTH, EACH LAYER BEING THOROUGHLY COMPACTED BY TAMPING AND /OR ROLLING BEFORE SUCCEEDING LAYERS ARE PLACED. COMPACTION OF SUBSEQUENT BACKFILL WITHIN TWO AND ONE -HALF (2 -1/2) FEET OF FINISHED PERMANENT SURFACING GRADE SHALL BE ACCOMPLISHED BY TAMPING AND /OR ROLLING AS SPECIFIED ABOVE. WHERE THE TRENCH IS WITHIN THE PAVEMENT ON STREETS, THE BACKFILL WITHIN TWO AND ONE -HALF (2-1/2) FEET OF FINISHED PERMANENT GRADE SHALL BE COMPACTED TO NINETY PERCENT (90 7o) 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 2311, 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 DR .AIN 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 659 "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 WALL NOT BE REQUIRED. REINFORCED CONCRETE PIPE SHALL HAVE RUBBER GASKETED JOINTS CONFORMING TO SECTION 65- 1.068, "RUBBER GASKETED JOINTS ", OF THE STANDARD SPECIFICATIONS. HANDLING OF MATERIALS. ALL PIPE, FITTINGS, SPECIALS AND CASTINGS MUST BE CAREFULLY HANDLED AT ALL TIMES. ONLY SUITABLE AND PROPER EQUIPMENT AND APPLIANCES SHALL BE USED FOR THE SAFE LOADING, HAULING, UNLOADING, HANDLING AND PLACING OF MRI�RIa H RIXIINT JOINTS ON PIPS AND FITTINGS WILL NOT PE D AW PIPC oR FirrINc 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 SINE. AS THE WORK PROGRESSES, THE INTERIOR OF THE PIPE SHALL BE CLEARED OF ALL DIRT AND DEBRIS OF EVERY DESCRIPTION. PIPE SHALL NOT BE LAID WHEN THE CONDITION OF THE TRENCH OR THE WEATHER IS UNSUITABLE. AT TIMES WHEN WORK IS NOT IN PROGRESS, OPEN ENDS OF PIPE AND FITTINGS SHALL BE CLOSED. WITH 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. 2. BOREDZJACKED PIPE 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 RESPONSIBILITY 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 BREASTBOARDWG 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 RAKERSFIELD 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 PAINTED ON THE INSIDE, AND SHALL BE, SET PLUMB. 4. ADJUST SURVEY MONUMENT ENCASEMENTS 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. �. y eta r'� -i.• •� •Y:,', yF_ � ..� 4 s` e �fi ��... ' R:., e.�+, v `s�_ '�" �'�li+¢'ds,. 0 t- - 0 ry Q 0 0 0 z I -C w, w co � a J r- � W W o EE o (o N cr_ Lij Q v � ,� cQ 0 0 u') N 0 N v s-- Z m Q } m 0 Z W a W o u t� bi > U o ki w Q m m -D -3, cl) W l i� O W Z � z o L,,_, w a w g� o U U 0 U 0 U o co Z � � 0 N z a tn�crZ O 0 _ z U uj oz aw tu- Q W W z r �0 � v 0 o � . 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I � �V - t �� Y • f 1VV• L01�E 5 F 3 105.12 VERTICAL CURE I 5 i m �- K, _ _ Z s - . _ . k ,,, .i w cn �� _ ♦.., �. �, , � . f , m 3 PROP09 WEST [ Fl f)WI INFO W � w w ., o 15 +00- LEGEND: LEGEND: T O•M• 363.22 ABBREVIATIONS F.L. FLOWUNE P.O. V. C. POINT ON VERTICAL CURVE C.L. CENTERLINE B.V.C. BEGIN VERTICAL CURVE ELEV. ELEVATION E.V.C. END VERTICAL CURVE B.C.R. BEGIN CURB RETURN P.I • POINT OF INTERSECTION E.C.R. END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE B.C. BEGIN CURVE P.C.C. POINT OF COMPOUND CURVATURE P. I. V. C. POINT OF INTERSECTION T.C. TOP OF CURB FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT OF VERTICAL CURVE T.P. TOP OF PAVEMENT SDM H STORM DRAIN MANHOLE F.C. 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. Q EXISTING SURVEY MONUMENT FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T -1. FURNISH & INSTALL METRO STREET SIGN PER G.O.B. STD. T -1 • -<D- FURNISH & INSTALL STREET UGHT -5800 LUMEN PER C.O.B. STD. ST -14. E- FURNISH & INSTALL STREET UGHT -9500 LUMEN PER C.O.B. STD. ST -14. 15 +00- 16 +00 17 +00- LEGEND: T O•M• 363.22 TOP OF MANHOLE /TOP OF CLEANOUT ELEVATION CONSTRUCT STORM DRAIN PER CITY STANDARDS 0 CONSTRUCT STORM DRAIN MANHOLE TYPE "A" PER C.O.B. STD. SW-4. CONSTRUCT CATCH BASIN TYPE "A" PER C.O.B. STD. D -14. p CONSTRUCT TYPE "GO" INLET PER CALTRANS STD. D74B. . s SEWER - REFER TO E.N.C.S.D. TR. NO. 6642 SEWER & -WATER PLANS SEWER MANHOLE - REFER TO E.N.C.S.D. TR. NO. 6642 SEWER & WATER PLANS C SEWER CLEANOUT - REFER TO E.N.C.S.D. TR. NO. 6642 SEWER & WATER PLANS CONSTRUCT 16' BOTTOM WIDTH DRIVEWAY W /3' IMNGS U PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) �■� PHASE BOUNDARY - -- -- -- PROPOSED EDGE OF PAVEMENT Ts FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT IR FURNISH & INSTALL IRRIGATION CONDUIT Ic FURNISH & INSTALL INTERCONNECT CONDUIT !83 T-5 TRs FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT TR3 =NO. 3 1/2 SIZE TR5 =NO. 5 SIZE TR6 =N0. 6 SIZE 18 +04 -- � T $ +00 19 +00 LEGEND. (CON T R1 -1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: "R1 -1" - STOP "W1 -7" - DOUBLE ARROW "R6 -1" - ONE WAY "W14" - SINGLE ARROW "R5-1" - DO NOT ENTER "W1 -1" - CURVE ARROW "R26(CA)" - NO PARKING "0-3" - SIGNAL AHEAD "R3 -5R" - RIGHT TURN ONLY "W3 -1" - STOP AHEAD "R4 -7" - KEEP RIGHT "S5 -2" - END SCHOOL ZONE "R81(CA)" - BIKE LANE "S4 -2" - WHEN CHILDREN ARE PRESENT "W31(CA)" - END "S4 -3" - SCHOOL "W14 -1" - DEAD END "R2 -1" - SPEED LIMIT 20 "W14 -2" - NO OUTLET "R341 - RIGHT LANE MUST TURN RIGHT 39 CAL -TRANS MARKER OR STRIPING DETAIL NUMBER •� CAL -TRANS TYPE IV ARROW LEFT OR RIGHT AS APPLICABLE CURVE NUMBER FOR CURVE DESCRIPTION ALONG CURB O TAPER NUMBER FOR TAPER DESCRIP1ON ALONG CURB ITEM OF WORK - SEE SCHEDULE SECTION DESIGNATION: SECTION LETTER A SHEET WHERE SECTION IS SHOWN 20 +00 21+00 22 +00 CONSTRUCTION NOTES: CONSTRUCT TYPE "B" CURB & GUTTER PER G.O.B. STD. ST -1 CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD. ST -3 3 CONSTRUCT HANDICAP RAMP PER CALTRANS STD. A88A. 4, SAWCUT EXISTING E.P. 0 CENTERUNE. REMOVE AND REPLACE EXISTING PAVEMENT TO MATCH EXISTING PAVING SECTION, OR AS DIRECTED BY CITY ENGINEER. (5 PAINT 12" OMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION 8010-21C-19' CONSTRUCT 12' WIDE CROSS OTTER PER C.O.B. STD. ST -17. COMPACT SUBGRADE TO 95% OF MAX. TO 12s BEYOND GUTTER UP TO A DEPTH OF 12 SEE DETAIL ON SHT. 8 ? INSTALL END -OF- STREET SIGN PER CALTRANS W31 (CA) INSTALL END -OF- STREET STANDARD TYPE III BARRICADE SEE DETAIL ON SHT. 8 Q CONSTRUCT 5.5 COMBINATION SIDEWALK PER C.O.B. STD. ST -3 NOTES: 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN PLANS AND DETAILS. 2. LOCAL STREET - PAVEMENT SHALL BE EITHER: A) 0.20' TYPE "B" A.C. OVER 0.90' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. B) 0.20' TYPE "B'" A.C. OVER 0.50' AGGREGATE BASE OVER 0.501 SUB -BASE WITH MINIMUM R -VALUE OF 40 OVER 0.50' COMPACTED O.G. TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.51 OPENINGS PER C.O.B. STD. D -14, UNLESS NOTED OTHERWISE. 692 1 688 _..,...w... s 684 _ } 680 676 r . -- 672 668 _r .. 664 _.,_. 660 1 _,wW_ ' 656 24+�� 4. SEWER & WATER SHOWN FOR REFERENCE ONLY. SEE SEWER & WATER PLANS FOR DETAILS. 5. SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION 8010-21C-19 ALL TEMPORARY STRIPING AND MARKING DESIGNATED WITH (T) SHALL BE STRIPING TAPE (SSP) OR WATERBOURNE PAINT. ALL OTHER STRIPING AND MARKING SHALL BE THERMOPLASTIC PER CALTRANS STANDARD SPECIFICATION 8010- 21C -19, UNLESS OTHERWISE INDICATED. 6. IMPROVEMENTS ON KERN CANYON ROAD ARE SHOWN FOR REFERENCE ONLY REFER TO CALTRANS SR -184 IMPROVEMENT PLANS FOR CONSTRUCTION. 7. NO WORK MALL BE PREFORMED IN SR -184 RIGHT -OF -WAY ( CALTRANS) UNTIL AN ENCROACHMENT PERMIT IS OBTAINED. m m W Y � a. O z U U � g W W w z 0 U U p (1) ZD V %oaf Z �z Z � � a o r- N 0 H H J Q W W u LJ ao Ix M M oc N o � Q O 0 w J D Q U O 7 Q CCi cri C1 C? U U W W C1,. D_ Q V) LLJ Cn 5; 5 W OC W cy- W Q p 00 O Q O O W W Z W co co UL 0 W a. O z � g w z 0 cl z p ZD V %oaf Z � � a 0 J Q Z Q u ao o oc N o � 0 w J D Q U O 7 Q W W Z W co co UL 0 N 0 N c 0 J 0 00 Qa 00 0 N 0 0 f-- 0 0 LLj w 0 �r Q0 i 0 Lo i + v� U 0 ry n GRADE BREAK STA. 10 +b3.52 F.L. g4 ove 'o x N OX o0 sue, O, *< X 9 3 �`yQ "Oh'/VE s�•, STq 9 Wq Y S .,�9 28 "W •C. A. 9� 6 RAa 92 GRADE BREAK STA. 9 +71.00 C.L., 55.00LT.= I STA. 9 +21.87 F.L. STA. 8 +88.00 F.L. 91 720 716 712 7081� Boa( 7aa� ss� 692 sss 6$4 SCOTLAND ROAV. SEE SHEET 5 c> << Ora cn cn w cn cn AND STREET SCALE: 1" = 50' HORIZONTAL 1" = 10' VERTICAL „ COLLEGE AVENUE CURVE SEE SHEET 8 06 0°3 45 , 34 1 w N I 0-0 16.20155" 15 m ° = W w Ld -�` __.i m LhLr J �- U!i _ 20.00' W' =p0 �� 00 00 0 Y O 31.42' U $ _T + W wo cn -.� w z: LO w 1 w ...�. �� .r...f ■� PHASE BOUNDARY -- -- --- -- --- -r-- PROPOSED EDGE OF PAVEMENT 41 `33'36" FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT Ts tai 0 0) Q �n i I 'c TR3 T T,6 001 m A w TR3 =NO. 3 1/2 SIZE TR5 =NO. 5 SIZE TR6 =NO. 6 SIZE 0 _j _j 8 UV t� ~off f 6.94' 3<j< 6 °La ° i 0�CD A 2 3 YOB �V Uj uiCV C) tc) � 90000'00" � t CURVE RADIUS # w ! 1 520.00' 148.37' 0-0 16.20155" 15 '6o4 W 11>w? Ld -�` TOP OF MANHOLE /TOP OF CLEANOUT ELEVATION 480.00' CONSTRUCT STORM DRAIN PER CITY STANDARDS �- '¢ �- <w� 20.00' CONSTRUCT CATCH BASIN TYPE "A" PER C.O.B.-STD. D -14. 3 �� ; ww00 31.42' SEWER MANHOLE - REFER TO E.N.C.S.D. TR. NO. 6642 SEWER & WATER PLANS $ SEWER CLEANOUT - REFER TO E.N.C.S.D. TR. NO. 6642 SEWER & WATER PLANS W wo °-cb 15.50' PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) ...�. �� .r...f ■� PHASE BOUNDARY -- -- --- -- --- -r-- PROPOSED EDGE OF PAVEMENT 41 `33'36" FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT Ts tai 0 IR 9 FURNISH & INSTALL INTERCONNECT CONDUIT 'c TR3 T T,6 FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT 10 TR3 =NO. 3 1/2 SIZE TR5 =NO. 5 SIZE TR6 =NO. 6 SIZE 0 _j _j VV fm UV ! Q0 f 6.94' 3<j< 6 00ro 0�CD A 2 134'51'11" YOB �V Uj uiCV C) tc) � 90000'00" 14 OF- 1 ++ w me 15 30.00' CO 29.82' 89'39908" 3:0 I U_ w 0 U 34' 45' f COLLEGE AVENUE SEE SHEET 8 wfzwC, t 9 +�" LEGEND: ABBREVIATIONS F.L. FLOWLINE P. O. V. C. POINT ON VERTICAL CURVE C.L. CENTERLINE B. V.C. BEGIN VERTICAL CURVE ELEV. ELEVATION E.V.C. END VERTICAL CURVE B.C.R. BEGIN CURB RETURN P.I. POINT OF INTERSECTION E.C.R. END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE B.C. BEGIN CURVE P: C. C. POINT OF COMPOUND CURVATURE P.I. V. C. POINT OF INTERSECTION T.C. TOP OF CURB OF VERTICAL CURVE T.P. TOP OF PAVEMENT SDMH STORM DRAIN MANHOLE F.C. FINISH CONCRETE INV. INVERT RCP REINFORCED CONCRETE PIPE G.B. GRADE BREAK R GJ RUBBER GASKETED JOINT (Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. @o 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. -cam-- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. -o-- FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST -14. R1 -1 �L FURNISH & INSTALL TRAFFIC SIGNS PER C.Q.B. STD. T -19: "R1 --1" - STOP "W1 -7" - DOUBLE ARROW "R6 -1" - ONE WAY "W1 -6" - SINGLE ARROW "R5 -1" - DO NOT ENTER "W1 -1" - CURVE ARROW "R26(CA)" - NO PARKING "W3 -3" - SIGNAL AHEAD "R3 -5R" - RIGHT TURN ONLY "W3 -1" - STOP AHEAD "R4 -7" - KEEP RIGHT "S5 -2" - END SCHOOL ZONE "R81(CA)" - BIKE LANE "S4-2" - WHEN CHILDREN ARE PRESENT "W31(CA)" - END "S4 -3" - SCHOOL "W14 -1" - DEAD END "R2 -1" SPEED LIMIT 20 "W14 -2" - NO OUTLET "R3 -7" - RIGHT LANE MUST TURN RIGHT 39 CAL -TRANS MARKER OR STRIPING DETAIL NUMBER CAL -TRANS TYPE IV ARROW LEFT OR RIGHT AS APPLICABLE 720 716 )712 )708 �T04 OU X696 )692 688 684 684 CURVE RADIUS LENGTH TANGENT DELTA 1 520.00' 148.37' 74.69' 16.20155" 2 '6o4 10 +00 11+00 12 +00 LE EN D. (CON ' T G T. O.M. 363.22 TOP OF MANHOLE /TOP OF CLEANOUT ELEVATION 480.00' CONSTRUCT STORM DRAIN PER CITY STANDARDS 68.07' 0 CONSTRUCT STORM DRAIN MANHOLE TYPE "A" PER C.O.B. STD. SW -4. 20.00' CONSTRUCT CATCH BASIN TYPE "A" PER C.O.B.-STD. D -14. 34.05' CONSTRUCT TYPE "GO" INLET PER CALTRANS STD. D74B. s SEWER - REFER TO E.N.C.S.D. TR. NO. 6642 SEWER & WATER PLANS 31.42' SEWER MANHOLE - REFER TO E.N.C.S.D. TR. NO. 6642 SEWER & WATER PLANS C SEWER CLEANOUT - REFER TO E.N.C.S.D. TR. NO. 6642 SEWER & WATER PLANS 35.00' CONSTRUCT 16' BOTTOM WIDTH DRIVEWAY W /3' WINGS 15.50' PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) ...�. �� .r...f ■� PHASE BOUNDARY -- -- --- -- --- -r-- PROPOSED EDGE OF PAVEMENT 41 `33'36" FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT Ts 196.94' FURNISH & INSTALL IRRIGATION CONDUIT IR 9 FURNISH & INSTALL INTERCONNECT CONDUIT 'c TR3 T T,6 FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT 10 TR3 =NO. 3 1/2 SIZE TR5 =NO. 5 SIZE TR6 =NO. 6 SIZE 0 CURVE NUMBER FOR CURVE DESCRIPTION ALONG CURB O TAPER NUMBER FOR TAPER DESCRIPTION ALONG CURB 35.00' ITEM OF WORK - SEE SCHEDULE 6.94' SECTIQN DESIGNATION; 12 SECTION LETTER 197.70' A 2 134'51'11" SHEET WHERE SECTION IS SHOWN 35.00' 54.98' 35.00' 90000'00" 14 30.00' 47.31' 30.18' 90'20152" 15 30.00' 46.94' 29.82' 89'39908" u QC) ME 0, 0 U ) wfzwC, �(D z o� 1-999k I Im =NMI C-) C) � �A;Apfi 11 wil I I 106 06 lam= m* pal d U o U Lli W LLJ f� � J ° fi C= CI C1 �i ■IE�l. zb&&Rjl� F �913i1'�il��' f. xJ cn w (/I oil ME�,r > H."LoomMIA19,11 0 I.F* We C) W o Mai . oo I �4lt QCO o Elm 9 +�" LEGEND: ABBREVIATIONS F.L. FLOWLINE P. O. V. C. POINT ON VERTICAL CURVE C.L. CENTERLINE B. V.C. BEGIN VERTICAL CURVE ELEV. ELEVATION E.V.C. END VERTICAL CURVE B.C.R. BEGIN CURB RETURN P.I. POINT OF INTERSECTION E.C.R. END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE B.C. BEGIN CURVE P: C. C. POINT OF COMPOUND CURVATURE P.I. V. C. POINT OF INTERSECTION T.C. TOP OF CURB OF VERTICAL CURVE T.P. TOP OF PAVEMENT SDMH STORM DRAIN MANHOLE F.C. FINISH CONCRETE INV. INVERT RCP REINFORCED CONCRETE PIPE G.B. GRADE BREAK R GJ RUBBER GASKETED JOINT (Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. @o 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. -cam-- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. -o-- FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST -14. R1 -1 �L FURNISH & INSTALL TRAFFIC SIGNS PER C.Q.B. STD. T -19: "R1 --1" - STOP "W1 -7" - DOUBLE ARROW "R6 -1" - ONE WAY "W1 -6" - SINGLE ARROW "R5 -1" - DO NOT ENTER "W1 -1" - CURVE ARROW "R26(CA)" - NO PARKING "W3 -3" - SIGNAL AHEAD "R3 -5R" - RIGHT TURN ONLY "W3 -1" - STOP AHEAD "R4 -7" - KEEP RIGHT "S5 -2" - END SCHOOL ZONE "R81(CA)" - BIKE LANE "S4-2" - WHEN CHILDREN ARE PRESENT "W31(CA)" - END "S4 -3" - SCHOOL "W14 -1" - DEAD END "R2 -1" SPEED LIMIT 20 "W14 -2" - NO OUTLET "R3 -7" - RIGHT LANE MUST TURN RIGHT 39 CAL -TRANS MARKER OR STRIPING DETAIL NUMBER CAL -TRANS TYPE IV ARROW LEFT OR RIGHT AS APPLICABLE 720 716 )712 )708 �T04 OU X696 )692 688 684 684 CURVE RADIUS LENGTH TANGENT DELTA 1 520.00' 148.37' 74.69' 16.20155" 2 '6o4 10 +00 11+00 12 +00 LE EN D. (CON ' T G T. O.M. 363.22 TOP OF MANHOLE /TOP OF CLEANOUT ELEVATION 480.00' CONSTRUCT STORM DRAIN PER CITY STANDARDS 68.07' 0 CONSTRUCT STORM DRAIN MANHOLE TYPE "A" PER C.O.B. STD. SW -4. 20.00' CONSTRUCT CATCH BASIN TYPE "A" PER C.O.B.-STD. D -14. 34.05' CONSTRUCT TYPE "GO" INLET PER CALTRANS STD. D74B. s SEWER - REFER TO E.N.C.S.D. TR. NO. 6642 SEWER & WATER PLANS 31.42' SEWER MANHOLE - REFER TO E.N.C.S.D. TR. NO. 6642 SEWER & WATER PLANS C SEWER CLEANOUT - REFER TO E.N.C.S.D. TR. NO. 6642 SEWER & WATER PLANS 35.00' CONSTRUCT 16' BOTTOM WIDTH DRIVEWAY W /3' WINGS 15.50' PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) ...�. �� .r...f ■� PHASE BOUNDARY -- -- --- -- --- -r-- PROPOSED EDGE OF PAVEMENT 41 `33'36" FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT Ts 196.94' FURNISH & INSTALL IRRIGATION CONDUIT IR 9 FURNISH & INSTALL INTERCONNECT CONDUIT 'c TR3 T T,6 FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT 10 TR3 =NO. 3 1/2 SIZE TR5 =NO. 5 SIZE TR6 =NO. 6 SIZE 0 CURVE NUMBER FOR CURVE DESCRIPTION ALONG CURB O TAPER NUMBER FOR TAPER DESCRIPTION ALONG CURB 35.00' ITEM OF WORK - SEE SCHEDULE 6.94' SECTIQN DESIGNATION; 12 SECTION LETTER 197.70' A 2 134'51'11" SHEET WHERE SECTION IS SHOWN CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 1 520.00' 148.37' 74.69' 16.20155" 2 500.0(Y 198.02' 100.32' 22'41'27" 3 480.00' 135.23' 68.07' 16'08'31" 4 20.00' 41.59' 34.05' 119'08'56" 5 20.00' 31.42' 20.00' 90900'00" 6 35.00' 29.19' 15.50' 47'47907" 7 35.00' 25.39' 13.28' 41 `33'36" 8 42.00' 196.94' 42.99' 268.39035" 9 42.00' 101.01' 108.83' 137'47139" 10 42.00' 95.93' 91.88' 130'51157" 11 35.00' 13.70' 6.94' 22'2535" 12 84.00' 197.70' 202.06' 134'51'11" 13 35.00' 54.98' 35.00' 90000'00" 14 30.00' 47.31' 30.18' 90'20152" 15 30.00' 46.94' 29.82' 89'39908" LINE TABLE LINE LENGTH BEARING 1 49.38' N00032'58 "E 2 9.38' NOO'32'58 "E 3 5.00' N3605223 "W O pP "0' x Ox x�+cA� (D � � \ � � � \TS 1 � �� SAP• 4 NOTE. V 1. KERN CANYON ROAD IS SHOWN FOR REFERENCE ONLY, STATE ROUTE STREET IMPROVEMENT UNDER SEPARATE PERMIT. � � � � s 2. ALL PROPOSED EASEMENTS PER FINAL MAP. \_ P� 9�� G� v � -s REVISION R VE ROGER A. MCIN OSH R.C.E. 33322 DATE EXP. 6 -30 -08 REViSION APPROVED BY: 8 M RAN SHAW .E. IV DATE R.C.E. 32178 EXP. 12/31/08 CONSTRUCTION NOTES: 10 CONSTRUCT TYPE "B° CURB &GUTTER PER C.O.B. STD. ST -1 �2 CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD. ST -3 03 CONSTRUCT HANDICAP RAMP PER CALTRANS STD. A88A. Q SRHICUT EXISTING E.P. 0 CENTERLINE. REMOVE AND REPLACE EXISTING PAVEMENT TO MATCH EXISTING PAVING SECTION, OR AS DIRECTED BY CITY ENGINEER. Q5 PAINT 12' LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION 8010- 21C -19 06 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 ". SEE DETAIL ON SHT. 8 07 INSTALL END -OF- STREET SIGN PER CALTRANS W31 (CA) 08 INSTALL END-OF-STREET STANDARD TYPE III BARRICADE SEE DETAIL Eli SHT. 8 09 CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD. ST -3 NOTES: 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN PLANS AND DETAILS. 2. LOCAL STREET - PAVEMENT SHALL BE EITHER: A) 0.20' TYPE °8' A.C. OVER 0.90' AGGREGATE BASE OVER 0.50' COMPACTED D.G. TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. B) 0.20' TYPE '"B° A.C. OVER 0.50' AGGREGATE BASE OVER 0.50' SUB -BASE WITH MINIMUM R -VALUE OF 40 OVER 0.50' COMPACTED O.G. TO 95% RELATIVE DENSITY PER G.O.B. STD. ST -9. 3. ALL CATCH BASINS TO BE TYPE "A° WITH 3.5' OPENINGS PER C.O.B. STD. D -14, UNLESS NOTED OTHERWISE. 4. SEWER &WATER SHOWN FOR REFERENCE ONLY. SEE SEWER & WATER PLANS FOR DETAILS. 5. SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT STRIPING &PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION 8010- 21C -19 ALL TEMPORARY STRIPING AND MARKING DESIGNATED WITH (T) SHALL BE STRIPING TAPE (SSP) OR WATERBOURNE PAINT. ALL OTHER STRIPING AND MARKING SHALL BE THERMOPLASTIC PER CALTRANS STANDARD SPECIFICATION 8010- 21C -199 UNLESS OTHERWISE INDICATED. 6. IMPROVEMENTS ON KERN CANYON ROAD ARE SHOWN FOR REFERENCE ONLY REFER TO CALTRANS SR -184 IMPROVEMENT PLANS FOR CONSTRUCTION. 7. NO WORK SHALL BE PREFORMED IN SR -184 RIGHT-OF-WAY (CALTRANS) UNTIL AN ENCROACHMENT PERMIT IS OBTAINED. Underground Service Alert ° Call: TOLL FREE 1 -800- 227 -2600 TWO WORKING DAYS BEFORE DIGGING U) rn a D Z + . . FINNEGAN LANE SCALE: 1" = 50' HORIZONTAL 1" = 10' VERTICAL 37 INTERSECTION i STA. 13 +78.81 C.L., FINNEGAN LN.= i STA. 10 +70.63 C. BURNT RIDGE DR. I 38 i i 39 i t BURNT RIDGE DRIVE SEE SHEET 7 IDENTICAL POINT 630 628 624 620 616. 612 608 10+00 R/W F GRADE BREAK) 11+00 12+00 13+00 .i 30' 30' LANDSCAPE AREA LANDSCAPE AREA 5' 5' 20' I 20' 5' 5' 2' z 2' 0 0 2% U_ 2% 2% --� COMBINATION SIDEWALKJ SEE NOTE 2 CURB AND GUTTER NOTE9. 1. SLOPE SHALL BE 2% MINIMUM AND 12% MAXIMUM WHEN LOT FRONTS STREET. SLOPE SHALL BE 4% MAXIMUM OTHERWISE. REFER TO GRADING & WALL PLANS FOR SPECIFICS. SECTIQN A*� SCALE 1 " =10' HORIZ. 4 1 "= 5t VER T. R/W ..r ■ 630 628 624 620 616 612 608 vx \"--GRADE BREAK \-COMBINATION SIDEWAI CURB AND GUTTER 644 640 636 632 628 624 620 616 612 608 604 -00 '.h. D t t� ck::� CD m 010011 ° N., 1 T_ pe7 © MI ry < 0 Lit i I N O N�-`. O Z bo W J N U d- a Q z w Z LL_ I o Q <:j a W U w 00 LL. 0 CL V_ W 0 0 Lj_ QD -U CL 0 (r) ctf ;.: m W m a Mali Q 0 LAJ __ U z U Q u QC) ME 0, 0 U ) wfzwC, �(D z o� 1-999k I =NMI C-) C) � 106 06 m* pal d U o U Lli W LLJ f� � J ° fi C= CI C1 lid zb&&Rjl� LLJ V) f. xJ cn w (/I oil > H."LoomMIA19,11 C) W o oo 10+00 R/W F GRADE BREAK) 11+00 12+00 13+00 .i 30' 30' LANDSCAPE AREA LANDSCAPE AREA 5' 5' 20' I 20' 5' 5' 2' z 2' 0 0 2% U_ 2% 2% --� COMBINATION SIDEWALKJ SEE NOTE 2 CURB AND GUTTER NOTE9. 1. SLOPE SHALL BE 2% MINIMUM AND 12% MAXIMUM WHEN LOT FRONTS STREET. SLOPE SHALL BE 4% MAXIMUM OTHERWISE. REFER TO GRADING & WALL PLANS FOR SPECIFICS. SECTIQN A*� SCALE 1 " =10' HORIZ. 4 1 "= 5t VER T. R/W ..r ■ 630 628 624 620 616 612 608 vx \"--GRADE BREAK \-COMBINATION SIDEWAI CURB AND GUTTER 644 640 636 632 628 624 620 616 612 608 604 -00 '.h. D t t� ck::� CD m CD ° N., � T_ pe7 © MI ry < 0 Lit i I N O N�-`. O Z bo W J N U d- a Q z w Z LL_ I o Q <:j a W U w 00 LL. 0 CL V_ W 0 0 Lj_ QD -U CL 0 (r) ctf ;.: m W m a w x Q 0 LAJ __ w 0 >- m ck::� CD m CD 00 W V -� N pe7 © MI > Q 0 X � w W J a w 0 >- m ck::� CD m CD W O �J Mai W J a w z Z z gc** Zg�Z LL. 0 9 0 -U CL 0 W __ U z U Q u QC) 0 U ) wfzwC, �(D z o� C-) C) � 106 06 d U o U Lli W LLJ f� � J ° fi C= CI C1 LLJ V) f. xJ cn w (/I > >> C) W o oo QCO o !i W O �J Mai a w z Z z gc** Zg�Z Z 0 9 0 X: 0 �z 0 V_ to W I W UL 0 I � � N II J II o IRELAND STREETw, II, B.C. SEE SHEET 4 W w At Q STA. 9 +80.00 C.L.,- 100- 4QLT.= ``'' t o ' M c3u: r STA. 8 +75.30 F.L. hj Jw j //yyam� � /) 00 V Y � w J w LLJ � Y ii ! W J STA. 8 +90.69 F.L. 6 Qo w cv �- 2 --� J L� _._i �.� -� w 00m ,� LL: .-- .... ..., P.R.C. N 20' 0 °o o �" I ° '�- L`' ,� o ci L` I cv �`' ,n + r*,_r*-, + .R.C. ,� �.. o 0 o I o o I o© to o cNcv / �; P� STA. 9 +77.35 C.L. 87.05LT.= °I 30' ~ o LO LO >-- 10 ,- `� 1 ° , _ �'. 6I > ° ,r�i �; I c; + v `-� Q' /��: `� C�� lop ' w © W '� + + <C t� Q O d- Q O O Q U r+'1 P7 + .d- �- N Q <<•c[ (i? GO,(� STA. 8 +89.00 F.L. w 5 V w m ° o 3 + + + `� + + + N + + -- cr -�-F -- � ��" 95 I v C� �•- > o V_ > + T` > + > N N cv o <r C� tn►tn �Q �• O� i pR�vE A� I tai vi cn ° 1 ° I ° F'�-1 o Q C-? rte- V) I r`t- / • + D°�`L 0 •� 1 F L. `` 3010 c-� cr3 I c� E cn i c cn �' I c� n m cn cn I ci cn cn SA P• 9 u' R /�V �� .NJ X GRADE BREAK Rp,U- ,.... -1 Q. `L STA. 9+71.00 L., 55.00LT. = S7 6° 36 44 -3A V .l.• 8 `� `� x �-• 42 I 0 STA. 9+21.87 FL 9� 704 700 696 692 688 684 680 676 672 w 1VF� P RADIUS LENGTH TANGENT 0 0 �P ��'� 7 12" WATER 2 .._ pR 5� •3g F �' ♦ P 44'24'55" 333.49 ' 13+00@ Sg9'27'02 "E 11+00 O �'� t � SA �� 42.00' 1 s 8 SEWER o S89'2T02 "E S AQE B? .�•, 55• LI' GR C 94 20.74' 92004'33" 2 20.00' 29.71' 3 5 ► 3 +62.49 . 1 1. STA. 14 +11,62 F. SIN. 35.00' 13.70' 1 Lb . ' R/W 197.70' 202.069 12' 8 °O �• � arc 9 1590.00' 90.74' i � Q_ Y Ox000, X \ Ox O� '�° 1 1� Lz 1 c0 c�j I LL: LO � °° 1"q: �j LO (_5 Q, �P / ,`P• ���• 9 5 o �, i < �- N + m o Q 1 ....i O� © < w o II Q: w -� --� �. O W �-91 > + w _j _..l �- i `- >N 63 h77 � �" w o o ° I < <c s ° P.R.C. 1TH FLOWLIN u-o coo to c� c i oo 0000 'r' w z: < J t-CNU �- 92 STA. 13 +56.14 C.L., 87.05RT.= V+, 0+ ++ "' c= GRADE BREAK Q 0� a- En (n Uj in in r 20 STA. 10 +55.00 C.L., 29.00RT.= STA. 14+44-50 F.L. E.C. I STA. 10 +53.82 F.L. W- V_ Q m ¢ I 704 700 696 692 688 684 680 676 672 w CURVE RADIUS LENGTH TANGENT 12" WATER �P ��'� 7 35.00' .._ 12+ 00 ----I- 44'24'55" 333.49 ' 13+00@ 42.00' 98.53' O �'� S 3 42.00' 1 s 8 SEWER 268'49'50" 4 AQE B? .�•, 55• LI' GR C 32.14' 20.74' 92004'33" 5 20.00' 29.71' 18.36' 5 ► 3 +62.49 . 1 1. STA. 14 +11,62 F. SIN. 35.00' 13.70' 1 22'25'35" 7 R/W 197.70' 202.069 12' 8 N8d 41'�.�- --�.18 F.L. Q � 90'00'00" 9 1590.00' 90.74' 8 03'16$12" 2 SHEET WHERE SECTION IS SHOWN n r� STA• 13 +97 I > o W i pR1�W AY 14 +12.20 F -L' N T V 1 CD m + >- � N O Q 1 ....i O� -I w C) � J II Q: w 00 w p Q w 00 SIN. I 8 >�g0 >N W +� w o �� C> w�1 MIN �ol P.R.C. 1TH FLOWLIN + i oo 0000 'r' w z: < J t-CNU �- 6 STA. 13 +56.14 C.L., 87.05RT.= "' c= n F--�� + + ¢ V_ -i -� I c��.�- w r 20 20 STA. 14+44-50 F.L. E.C. I 89 a ; i W- V_ Q m ¢ I 30r I 30 STA. 13 +53,49 C.L., 100.40RT.= • • m w En En n �i w 0 + +P �"' > " STA. 14 +58.20 F.L. WATERGRASS ROAD _ w M�Q o W SEE SHEET 3 � 1!111,. 1.. AND S T tai cn cn Q SCALE: 1"' = 50' HORIZONTAL 1 " = 10' VERTICAL �I 50' VERT. CURVE i rn N 00 t` LO It Q 0 CD (o M CO co 0 > > 0 > CD • W W m J W w II F-= ° F-: WATERGRASS ROAD ° J it SEE SHEET 3 Im ro Qo � -t J m ` 1 4 i V LL. 81 >_ N "'I M (0 T- .; ° 14' NOO'32158 "E J I F- w + ago 1 N N >-- rn I ._..i r. I I --1 _`` • `� -' _' `� _ > o + d ,� 8 3 8 4 �- 1-r �I V V��S ,Q _ ° ++ Q ai I N I L.L.. t ,,_ 8 7 r r 00 w U_ o �-' .°© w+ �i Ki M 06 N o I N ONO. I cwt coo i ONO M 20 20 I 10 II w w � Q <[ f o + + �i � Q ° Q ° ''? Q °O ''? }" oo o� I 30' 30' i �-- ( H- F- C O C3 W - - d' � + ° + �'`� M Q � r.. � c,v t.,.. CL !, cn cn ° .- .-- © O + + > N + w N �, + -- ..� o`` ° to n v o c� cn v r¢-' �1 �.- o Q I nc i V_ E i� I �-- .- w < W Ld o°o co N �.,._ co a �' u.i cn cn1 1, ° i ° i ° , I ° <t ¢ i '�C � W ._ ..�. m N N 0 ° �' �'' f¢-- (� cr> ��.., c-� c) m En n goo N48T30101 "E 170.00 -�-` ! U +++ O V3 � �r � ao rn m cb w �-- R/W 1 18" DRAIN t]C w -4,5 .. - Q - k- �-- F- -- T - "-- P.I. CROSS GUTTER w c) 0- U) (a (n V V) � _ i STA. 13 +96.57 C.L., 21.05LT.= S S89'27'02 "E 11 + 0 ° 0 2 1 " 4 6` i STA. 13 +96.60 F.L. S12 0 s 13+ 00 8 SE R I " 4- _ " 11 STA. 9 +28.23 F.L. S89'27 Q2 E o �, �- 424.41' I '� - - w - - N , W � 8" WATER � 1 � - a � INTERSECTION Cj.= w w I i STA 14+21.41 C.L., K� GRASS RD. Q TER U (( STA. 19 +31.96 C.L., WA CROSS GDR Q Q II. LL: • i Q STA. , 19.10RT.- _, �� � � � � � Ir 4 13 +99.01 C �-- a- �-= mom_, 1(0 � I u, L- I �. -i t''' --j � 3 � i STA. 13 +99.04 F.L. U J 1 o CV ,� © 1 to (.0 I c 1 V7 co I cfl t� i a w U, 9 LO r10 ---� 3-s• CD co O m N + <t O Cj O ?- CD O r �..- w © M F • < M�'1 w , O + � + �'�-- v V � N t �I W VARIES >- C5 >_ W LL J Q �y �w� i t.� r�'Y. . �. + w + .,� > ; v � I <c cr 8 i Q `� N > N > '��. J -•' r 0' 20' o I rn m o o°'o a°"o I cn I �¢-- I c i °< i c i ° .� c�-`n ° Q c° c° 06-17'30"'W . > ° to N cv �}.. + . 00 co ++ 7� °a n 30' 3a �- V_ c- v) V ' ¢Q w V)� �i- WATERGRASS ROAD V) (n (n ` m Ln (n SEE SHEET 3 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 1 35.00' 27.13' 14.29' 44'24'55" 2 42.00' 98.53' 99.95' 134024'55" 3 42.00' 197.06' 42.87' 268'49'50" 4 20.00' 32.14' 20.74' 92004'33" 5 20.00' 29.71' 18.36' 85'06'24" 6 35.00' 13.70' 6.94' 22'25'35" 7 84.00' 197.70' 202.069 134'51'11 " 8 35.00' 54.98' 35.00' 90'00'00" 9 1590.00' 90.74' 45.38' 03'16$12" Al REVISION APPROVED BY: ROGER A. MCINTOSH R.C.E. 33322 DATE EXP. 6 -30 -08 QREVISION � APPROVED BY: MARIAN SHAW IV DATE R.C.E. 32178 EXP. 12/31/08 3 +00 704 700 696 692 688 684 680 676 6�2 IDEN P C 14+00 15 +00 688 684 680 676 672 668 664 660 656 652 TOP OF MANHOLE /TOP OF CLEANOUT ELEVATION CD CONSTRUCT STORM DRAIN PER CITY STANDARDS -.3 ...� OD CONSTRUCT STORM DRAIN MANHOLE TYPE "A" PER C.O.B. STD. SW-4. N CONSTRUCT CATCH BASIN TYPE "A" PER C.O.B. STD. D -14. CONSTRUCT TYPE "GO" INLET PER CALTRANS STD. D74B. (0 SEWER - REFER TO E.N.C.S.D. TR. NO. 6642 SEWER & WATER PLANS w SEWER MANHOLE - REFER TO E.N.C.S.D. TR. NO. 6642 SEWER & WATER PLANS SEWER CLEANOUT - REFER TO E.N.C.S.D. TR. NQ. 6642 SEWER & WATER PLANS N CONSTRUCT 16' BOTTOM WIDTH DRIVEWAY W /3' WINGS co N PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) 0) • "-- --- PROPOSED EDGE OF PAVEMENT TS FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT FURNISH & INSTALL IRRIGATION CONDUIT IR Ic FURNISH & INSTALL INTERCONNECT CONDUIT • FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT N i Q CURVE NUMBER FOR CURVE DESCRIPTION ALONG CURB TAPER NUMBER FOR TAPER DESCRIPTION ALONG CURB 0 ITEM OF WORK - SEE SCHEDULE SECTION , DESIGNATION: �° SECTION LETTER A t� mot- 2 SHEET WHERE SECTION IS SHOWN n r� > MEN tU W • > Oo to US -I w w CO > .9 =1 Q J w o w w MIN > w J w 1TH FLOWLIN oo 0 t-CNU ai t w r�_ �1 F--�� o w + ao W W- Ja + C] 1 _ ooW �f� � 1!111,. 1.. Cam■ cr__ z C6 m / APPROX ATE EXI TING co Ld -- ROUND 0 FLO NE w J 0�o cn cn cn > >> ry LLJ t1,©oo Q00Q� 0 0 Al REVISION APPROVED BY: ROGER A. MCINTOSH R.C.E. 33322 DATE EXP. 6 -30 -08 QREVISION � APPROVED BY: MARIAN SHAW IV DATE R.C.E. 32178 EXP. 12/31/08 3 +00 704 700 696 692 688 684 680 676 6�2 IDEN P C 14+00 15 +00 12 +00 13 +00 LEGEND: i. ABBREVIATIONS F.L. FLOWLINE P. O. V. C. POINT ON VERTICAL CURVE C.L. CENTERLINE B.V.C. BEGIN VERTICAL CURVE ELEV. ELEVATION E.V.C. END VERTICAL CURVE B.C.R. BEGIN CURB RETURN P.I. POINT OF INTERSECTION E.C.R. END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE B.C. BEGIN CURVE P.C.C. POINT OF COMPOUND CURVATURE P. I. V. C. POINT OF INTERSECTION T.C. TOP OF CURB OF VERTICAL CURVE T.P. TOP OF PAVEMENT SDMH STORM DRAIN MANHOLE F.C. FINISH CONCRETE INV. INVERT RCP REINFORCED CONCRETE PIPE G.B. GRADE BREAK RGJ RUBBER GASKETED JOINT QQ FURNISH & INSTALL SURVEY MONUMENT PER C.Q.B. STD. ST -13. © EXISTING SURVEY MONUMENT FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T -1. FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-•-1. --cam- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.Q.B. STD. ST -14. -- FURNISH & INSTALL STREET UGHT -9500 LUMEN PER C.O.B. STD. ST -14. R1 -1 a FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: "R1-1m - STOP "W1 -7" - DOUBLE ARROW "R6 4" - ONE WAY "W14" - SINGLE ARROW "R5 -1" - DO NOT ENTER "W1 -1" - CURVE ARROW "R26(CA)" - NO PARKING "W3 -3" - SIGNAL AHEAD "R3 -5R" - RIGHT TURN ONLY "W3 -1" - STOP AHEAD "R4 -7" - KEEP RIGHT "S5 -2" - END SCHOOL ZONE "R81(CA)" - BIKE LANE "S4 -2" - WHEN CHILDREN ARE PRESENT "W31(CA)" - END "S4 -3" - SCHOOL "W14 -1" - DEAD END "R2 -1" - SPEED LIMIT 20 "W14 -2" NO OUTLET "R3 -7" - RIGHT LANE MUST TURN RIGHT F391 CAL -TRANS MARKER OR STRIPING DETAIL NUMBER CAL -TRANS TYPE IV ARROW LEFT OR RIGHT AS APPLICABLE 704 KYLE COURT SCALE: 1" = 50' HORIZONTAL 1" = 10' VERTICAL 700 696 692 688 684 680 676 672 668 664 688 684 680 676 672 668 664 660 656 652 TOP OF MANHOLE /TOP OF CLEANOUT ELEVATION CD CONSTRUCT STORM DRAIN PER CITY STANDARDS -.3 ...� OD CONSTRUCT STORM DRAIN MANHOLE TYPE "A" PER C.O.B. STD. SW-4. N CONSTRUCT CATCH BASIN TYPE "A" PER C.O.B. STD. D -14. CONSTRUCT TYPE "GO" INLET PER CALTRANS STD. D74B. (0 SEWER - REFER TO E.N.C.S.D. TR. NO. 6642 SEWER & WATER PLANS w SEWER MANHOLE - REFER TO E.N.C.S.D. TR. NO. 6642 SEWER & WATER PLANS SEWER CLEANOUT - REFER TO E.N.C.S.D. TR. NQ. 6642 SEWER & WATER PLANS N CONSTRUCT 16' BOTTOM WIDTH DRIVEWAY W /3' WINGS co N PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) 0) • "-- --- PROPOSED EDGE OF PAVEMENT TS FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT FURNISH & INSTALL IRRIGATION CONDUIT IR Ic FURNISH & INSTALL INTERCONNECT CONDUIT • FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT N 0 s Q CURVE NUMBER FOR CURVE DESCRIPTION ALONG CURB TAPER NUMBER FOR TAPER DESCRIPTION ALONG CURB 0 ITEM OF WORK - SEE SCHEDULE SECTION , DESIGNATION: �° SECTION LETTER A t� mot- 2 SHEET WHERE SECTION IS SHOWN n r� > tU W • > Oo to US -I w w CO > Q J w o w w > w J w 1TH FLOWLIN oo 0 t-CNU ai t w r�_ F--�� o w + ao W W- Ja + C] _ ooW cr__ z C6 m / APPROX ATE EXI TING co Ld -- ROUND 0 FLO NE w J 0�o cn cn cn > >> ry LLJ 12 +00 13 +00 LEGEND: i. ABBREVIATIONS F.L. FLOWLINE P. O. V. C. POINT ON VERTICAL CURVE C.L. CENTERLINE B.V.C. BEGIN VERTICAL CURVE ELEV. ELEVATION E.V.C. END VERTICAL CURVE B.C.R. BEGIN CURB RETURN P.I. POINT OF INTERSECTION E.C.R. END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE B.C. BEGIN CURVE P.C.C. POINT OF COMPOUND CURVATURE P. I. V. C. POINT OF INTERSECTION T.C. TOP OF CURB OF VERTICAL CURVE T.P. TOP OF PAVEMENT SDMH STORM DRAIN MANHOLE F.C. FINISH CONCRETE INV. INVERT RCP REINFORCED CONCRETE PIPE G.B. GRADE BREAK RGJ RUBBER GASKETED JOINT QQ FURNISH & INSTALL SURVEY MONUMENT PER C.Q.B. STD. ST -13. © EXISTING SURVEY MONUMENT FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T -1. FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-•-1. --cam- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.Q.B. STD. ST -14. -- FURNISH & INSTALL STREET UGHT -9500 LUMEN PER C.O.B. STD. ST -14. R1 -1 a FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: "R1-1m - STOP "W1 -7" - DOUBLE ARROW "R6 4" - ONE WAY "W14" - SINGLE ARROW "R5 -1" - DO NOT ENTER "W1 -1" - CURVE ARROW "R26(CA)" - NO PARKING "W3 -3" - SIGNAL AHEAD "R3 -5R" - RIGHT TURN ONLY "W3 -1" - STOP AHEAD "R4 -7" - KEEP RIGHT "S5 -2" - END SCHOOL ZONE "R81(CA)" - BIKE LANE "S4 -2" - WHEN CHILDREN ARE PRESENT "W31(CA)" - END "S4 -3" - SCHOOL "W14 -1" - DEAD END "R2 -1" - SPEED LIMIT 20 "W14 -2" NO OUTLET "R3 -7" - RIGHT LANE MUST TURN RIGHT F391 CAL -TRANS MARKER OR STRIPING DETAIL NUMBER CAL -TRANS TYPE IV ARROW LEFT OR RIGHT AS APPLICABLE 704 KYLE COURT SCALE: 1" = 50' HORIZONTAL 1" = 10' VERTICAL 700 696 692 688 684 680 676 672 668 664 688 684 680 676 672 668 664 660 656 652 TOP OF MANHOLE /TOP OF CLEANOUT ELEVATION CD CONSTRUCT STORM DRAIN PER CITY STANDARDS -.3 ...� OD CONSTRUCT STORM DRAIN MANHOLE TYPE "A" PER C.O.B. STD. SW-4. N CONSTRUCT CATCH BASIN TYPE "A" PER C.O.B. STD. D -14. CONSTRUCT TYPE "GO" INLET PER CALTRANS STD. D74B. (0 SEWER - REFER TO E.N.C.S.D. TR. NO. 6642 SEWER & WATER PLANS w SEWER MANHOLE - REFER TO E.N.C.S.D. TR. NO. 6642 SEWER & WATER PLANS SEWER CLEANOUT - REFER TO E.N.C.S.D. TR. NQ. 6642 SEWER & WATER PLANS N CONSTRUCT 16' BOTTOM WIDTH DRIVEWAY W /3' WINGS co N PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) 0) • "-- --- PROPOSED EDGE OF PAVEMENT TS FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT FURNISH & INSTALL IRRIGATION CONDUIT 14 +00 LEGEND: (CON"I • Q. M• 363.2 T TOP OF MANHOLE /TOP OF CLEANOUT ELEVATION CD CONSTRUCT STORM DRAIN PER CITY STANDARDS -.3 ...� OD CONSTRUCT STORM DRAIN MANHOLE TYPE "A" PER C.O.B. STD. SW-4. CL Z LU CONSTRUCT CATCH BASIN TYPE "A" PER C.O.B. STD. D -14. CONSTRUCT TYPE "GO" INLET PER CALTRANS STD. D74B. s SEWER - REFER TO E.N.C.S.D. TR. NO. 6642 SEWER & WATER PLANS SEWER MANHOLE - REFER TO E.N.C.S.D. TR. NO. 6642 SEWER & WATER PLANS SEWER CLEANOUT - REFER TO E.N.C.S.D. TR. NQ. 6642 SEWER & WATER PLANS CONSTRUCT 16' BOTTOM WIDTH DRIVEWAY W /3' WINGS PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) PHASE BOUNDARY -- --- -- -- -- --- PROPOSED EDGE OF PAVEMENT TS FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT FURNISH & INSTALL IRRIGATION CONDUIT IR Ic FURNISH & INSTALL INTERCONNECT CONDUIT !E3 Tg5 FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT TR3 =N0. 3 1/2 SIZE TR5 =NO. 5 SIZE TR6 =N0. 6 SIZE Q CURVE NUMBER FOR CURVE DESCRIPTION ALONG CURB TAPER NUMBER FOR TAPER DESCRIPTION ALONG CURB 0 ITEM OF WORK - SEE SCHEDULE SECTION , DESIGNATION: SECTION LETTER A 2 SHEET WHERE SECTION IS SHOWN 1 U +UU 11+00 12 +00 CONSTRUCTION NOTES: <1) CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST--1 2 CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD. ST--3 Q CONSTRUCT HANDICAP RAMP PER CALTRANS STD. A88A. }4 SAWCUT EXISTING E.P. 0 CENTERLINE. REMOVE AND REPLACE EXISTING PAVEMENT TO MATCH EXISTING PAVING SECTION, OR AS DIRECTED BY CITY ENGINEER. PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION 8010- •21C --19 6 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 . SEE DETAIL ON SHT. 8 �7 INSTALL END -OF- STREET SIGN PER CALTRANS W31 (CA) $ INSTALL END -OF- STREET STANDARD TYPE III BARRICADE SEE DETAIL ON SHT. 8 CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD. ST -3 9 NOTES: 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN PLANS AND DETAILS. 2. LOCAL STREET - PAVEMENT SHALL BE EITHER: A) 0.20' TYPE "B" A.C. OVER 0.90' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. B) 0.20' TYPE "B" A.C. OVER 0.50' AGGREGATE BASE OVER 0.50' SUB -BASE NTH MINIMUM R -VALUE OF 40 OVER 0.50' COMPACTED O.G. TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D -14, UNLESS NOTED OTHERWISE. 4. SEWER & WATER SHOWN FOR REFERENCE ONLY. SEE SEWER & WATER PLANS FOR DETAILS. 5. SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION 8010-21C-19 ALL TEMPORARY STRIPING AND MARKING DESIGNATED WITH (T) SHALL BE STRIPING TAPE (SSP) OR WATERBOURNE PAINT. ALL OTHER STRIPING AND MARKING SHALL BE THERMOPLASTIC PER CALTRANS STANDARD SPECIFICATION 8010-21C-19i UNLESS OTHERWISE INDICATED. 6. IMPROVEMENTS ON KERN CANYON ROAD ARE SHOWN FOR REFERENCE ONLY REFER TO CALTRANS SR -184 IMPROVEMENT PLANS FOR CONSTRUCTION. 7. NO WORK SHALL BE PREFORMED IN SR -184 RIGHT -OF -WAY ( CALTRANS) UNTIL AN ENCROACHMENT PERMIT IS OBTAINED. 13 +00 14 +00 688 684 680 676 672 668 664 660 656 652 688 684 680 676 672 668 664 660 686 652 7 a R E 0 RDI aqmla V I Aq, R/W R/�W low 60 30' 30' i i ,""-LANDSCAPE AREA LANDSCAPE AREA 5' 5' 20' 20' 5' Sy i 2 z w 2' i z...... I � 1 0 0 72 9• �'�• 2% 2% ' `mot. 2% 2/0 !fib 0 1 GRADE BREAK GRADE BREAK COMBINATION SIDEWALK-' SEE NOTE 2 CURB AND GUTTER-) COMBINATION SIDEWALK CURB AND GUTTER QTION B SCALE 1 " =10' HORIZ. 1 "= 5' VERT. Underground Service Alert Call: TOLL FREE 1- 800--227 -2600 TWO WORMNG DAYS '8EF0kE ' DOGGING . c� 0 ry Q d- o Z co U � d- 0 Z I_,__ I < J w w 00 w M ,••.. .r w c0 ocwr�� N Cy w Ne o � 0 � 0 Z ) o CL m o Z Ld Y Q W ix x 0 U e0R - (D m(D CD to 0 -.3 ...� W f� p CL Z LU m (D m(D CD LLJ i a U U LLj W US U Q J co C) 0 t-CNU F--�� W W- W C] _ ooW cr__ C6 m o v co Ld w J 0�o cn cn cn > >> ry LLJ t1,©oo Q00Q� 0 0 � O z Y CM Z D Q Z� w a <z 0 U F= Q z �Ua z x W I W U') UL 0 _. 0 n r� 0 L6 0 0 CN 0 00 0 0 Ln i W W fy i CN 0 10 i x Nt 0 Ln 0 V) F_ Ld n" IDEN ,,.,,," POINT it F- C) WATERGRASS ROAD O ii iI SEE SHEET 3 m 1 �J cD i I O 0 W 00 6 6 �- u F.� M N 6 8 ° 20' ti W m - C rn Cfl � W � LO 00 00 LJ O N N `" �- -� L ¢ + � ---00 doom 6 1 00 72 73 Lr 6 6 >- CN! co 00 71 co r-_ 00 �' 07 '� U d- n � tf7 Q ¢ h Q N N }- N N ¢ OC3 co -j- Cfl -I- + ?_.,, � O mot- ¢ d- ¢ 0 CO O Q 00 �Q tom �� > o Ir- It- 0 00 > o + > ± -+ w w w `r w ri ++ ©a- J � iii w cn 1 CD -" f e--- > r N > r > r + > �� :moo °F- fQ�F -F- °< fQ °� fQ °� ! °¢ I °¢ �I °�� 15 c- cn F- iii cn cn a F- 1 f- Q Q Z / c� cn c�i cn F- � cn F- c�i cn Fa- CSI cn 1 �' cn �? F- I— � t f cn �' `n cn °° `� U' 3 I P.I. CROSS GUTTER - P. � - ... - R/W - � - P +28.28 G.L., 21.35LT•- I. /B.C. 2 - - - - TA,. 14 - - - - .om - -- 5 8.33 F.L. STA. 14 +2 __ STA. 9 +58.00 C.L.= 3 _ _ �_ STA. 9 +28.23 F.L. LEFT= STA. 9 +28.23 F.L. RIGHT w w 6 S S89'27'02 "E 11 +00 12+ 0 8" S ° 13 00 » EWER. S89 27 02 E 8 SEWER 1 1 6 _ _ S S STA. 9+28.23 - S89'27'02 "E I - � �-- �-- -" - "- - - �- - - -�`}$� F.L. � o .. w 1,455.48 INTERSECTION ` 2 w .. ! 8" WATER N o 4 - -- 3 w - - �`' .. W STA. 14 +55.48 C.L., BALD MOUNTAIN CT.= CENTER:.. OF CUL-DE-SAC STA. 16 +20.04 C.L. :2) 4p } , WATERGRASS RD. . . P i CROSS GUTTER STA. 10 +00.00 C.L. I - _ .� - __. STA. 14 +31.39 C.L., 18.89RT.= O Ii it i -'• J J! -! J m �r� I .._.i r .� J 3 STA. 14 +31.44 F.L. r� 0 O z � BALD MOUNTAIN COURT SCALE: 1" = 50' HORIZONTAL 1" = 10' VERTICAL 10 +00 11+00 12 +00 13 +00 14 +00 1 u +uu 11+00 12+00 13 +00 14+00 672 668 664 660 656 652 648 644 640 636 668 664 660 656 652 648 644 640 636 LEGEND: ABBREVIATIONS F.L. FLOWIJNE P.O. V. C. POINT ON VERTICAL CURVE C.L. CENTERLINE B. V.C. BEGIN VERTICAL CURVE ELEV. ELEVATION E.V.C. END VERTICAL CURVE B.C.R. BEGIN CURB RETURN P.I. POINT OF INTERSECTION E.C.R. END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE B.C. BEGIN CURVE P.C.C. POINT OF COMPOUND CURVATURE P.I. V. C. POINT OF INTERSECTION T.C. TOP OF CURB OF VERTICAL CURVE T.P. TOP OF PAVEMENT SDM H STORM DRAIN MANHOLE F.C. FINISH CONCRETE INV. INVERT RCP REINFORCED CONCRETE PIPE G.B. GRADE BREAK RGJ RUBBER GASKETED JOINT O FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. Q 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. -0-- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. - <E30 FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST -14. R1 -1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: "R1 -1" -- STOP "W1 -7" - DOUBLE ARROW "R6 -1" - ONE WAY "W1 -6" - SINGE ARROW "R5 -1" - DO NOT ENTER "W1 -1" - CURVE ARROW "R26(CA)* - NO PARKING "W3 -3" - SIGNAL AHEAD "R3 -5R" - RIGHT TURN ONLY "W3 -1" - STOP AHEAD *R4 -7" - KEEP RIGHT "S5 -2" - END SCHOOL ZONE "R81(CA)" - BIKE LANE "S4 -2" - WHEN CHILDREN ARE PRESENT "W31(CA)" - END "S4 -3" - SCHOOL "1114 --r1 * -- DEAD END "R2 -1" - SPEED LIMIT 20 "W14 -2" - NO OUTLET "R3 -7" - RIGHT LANE MUST TURN RIGHT n39 CAL - TRANS MARKER OR STRIPING DETAIL NUMBER •�' CAL -TRANS TYPE IV ARROW LEFT OR RIGHT AS APPLICABLE CURVE it LENGTH o 1 Li- 'd- �- L w 1 d- �- �.�: J r `� 1 `1 J 'J- r ' `` r ' 99.95' C1 CD ti• Il o 35.00' H 5 18" DRAIN U O w o ! C) CD 0 ° 0 ao LO LO Q `s' Ln LO o L0 n mot- d- o ,.n ¢ `? o K' cn `n CD ° � d- ° `n J o o Urnrn+ z Q J m o~r3 V ° SECTION LETTER 'F-F- F z < ¢ - } >- 00 >- Ui >-- 3. co L -� U W N �: W v z LO Qf w ' N -j-j64 t -� ___I 1 3 o 0! I c- > r 2 1 ?� N I w+ //�� > �' �.J I to w M ? 5 g ,+ w I > o 0 J W w w . � o '� 6 5 N + C3 w v F.� f ~ a_ ° �- I !� ° Q '� Q %_ 1� m ¢Io 00 0p C/') LO t 114- CO d� CD N N cv ¢I �r ° i c7 W o cn CD r a� co � t3 rn 00� �' �� � �' U) V) c_>1 cn F c cn � c- I > e-- o o N 2a' 20' I z 2 > o i N N w N n + w �" o W + to � + + + cn cn ° © 30' 30' Of r %- i '•' C) �- (n CO CSI 0 F- f -- wf ¢ 1 c=O cn cn z °r F.- v, I Q r; �' cn f Q I << C4 m i f¢- ° ¢ C:� c i p ¢ v ¢ ¢ m i i r- �- WATERGRASS ROAD R/W 6 I F` -1(=� c c 2 - - -- < `` C3 << Q � F_ � SEE SHEET 3 � BALD MOUNTAIN COURT SCALE: 1" = 50' HORIZONTAL 1" = 10' VERTICAL 10 +00 11+00 12 +00 13 +00 14 +00 1 u +uu 11+00 12+00 13 +00 14+00 672 668 664 660 656 652 648 644 640 636 668 664 660 656 652 648 644 640 636 LEGEND: ABBREVIATIONS F.L. FLOWIJNE P.O. V. C. POINT ON VERTICAL CURVE C.L. CENTERLINE B. V.C. BEGIN VERTICAL CURVE ELEV. ELEVATION E.V.C. END VERTICAL CURVE B.C.R. BEGIN CURB RETURN P.I. POINT OF INTERSECTION E.C.R. END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE B.C. BEGIN CURVE P.C.C. POINT OF COMPOUND CURVATURE P.I. V. C. POINT OF INTERSECTION T.C. TOP OF CURB OF VERTICAL CURVE T.P. TOP OF PAVEMENT SDM H STORM DRAIN MANHOLE F.C. FINISH CONCRETE INV. INVERT RCP REINFORCED CONCRETE PIPE G.B. GRADE BREAK RGJ RUBBER GASKETED JOINT O FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. Q 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. -0-- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. - <E30 FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST -14. R1 -1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: "R1 -1" -- STOP "W1 -7" - DOUBLE ARROW "R6 -1" - ONE WAY "W1 -6" - SINGE ARROW "R5 -1" - DO NOT ENTER "W1 -1" - CURVE ARROW "R26(CA)* - NO PARKING "W3 -3" - SIGNAL AHEAD "R3 -5R" - RIGHT TURN ONLY "W3 -1" - STOP AHEAD *R4 -7" - KEEP RIGHT "S5 -2" - END SCHOOL ZONE "R81(CA)" - BIKE LANE "S4 -2" - WHEN CHILDREN ARE PRESENT "W31(CA)" - END "S4 -3" - SCHOOL "1114 --r1 * -- DEAD END "R2 -1" - SPEED LIMIT 20 "W14 -2" - NO OUTLET "R3 -7" - RIGHT LANE MUST TURN RIGHT n39 CAL - TRANS MARKER OR STRIPING DETAIL NUMBER •�' CAL -TRANS TYPE IV ARROW LEFT OR RIGHT AS APPLICABLE WATERGRASS ROAD SEE SHEET 3 30' Zo' J20 19 I a � Nwpm ft� N � 00 18" DRAIN N00'33'05 "E �Iwo 20 +00 S 8 SEWER 12 +0 N 1_J L 1 +00 S89'27'02 »E I I + - - - S 14 +00 8 SEWER - - . S89'2T02 "E -� --- --+-- - _ _` -I - F- - ----+ - -- t d- 1.2" WATER 18" DRAIN S89'27 02" �o » - INTERSECTION w - - W - - E W N 18 DRAIN t° 12" WATER 1 2 f STA 14 +56 94 C L BROADSTONE LN - CURVE it LENGTH o Q 1 42.00' 197.06' 42.87' 268'49'50" � J p 42.00' cum 99.95' C1 CD ti• Il o 35.00' W� It J a_ 14.29' U O w o 4 20.x0' CD ULZW .. O CD rol to O w ONN In Z Q 06 06 06 J LLj F- Urnrn+ , J m °o V 52 SECTION LETTER 'F-F- F z CD LU '� >I47 CL cn cn cn - } CD 50 oo ao L -� U W N �: W v z STA. 9 +28.23 F.L. f t WATERGRASS ROAD SEE SHEET 3 30' Zo' J20 19 I a � Nwpm ft� N � 00 18" DRAIN N00'33'05 "E �Iwo 20 +00 S 8 SEWER 12 +0 N 1_J L 1 +00 S89'27'02 »E I I + - - - S 14 +00 8 SEWER - - . S89'2T02 "E -� --- --+-- - _ _` -I - F- - ----+ - -- t d- 1.2" WATER 18" DRAIN S89'27 02" �o » - INTERSECTION w - - W - - E W N 18 DRAIN t° 12" WATER 1 2 f STA 14 +56 94 C L BROADSTONE LN - CURVE it LENGTH o DELTA 1 42.00' 197.06' 42.87' 268'49'50" 2 42.00' cum 99.95' C1 CD ti• Il o 35.00' 27.13 14.29' 44'2455" 4 20.x0' 31.42' 20.00' 90.00'07" 5 m 051 1 0 `oV! 96050'28» 6 �- , J , - ,_ , J �- V 52 SECTION LETTER o f CD LU '� >I47 2 SHEET WHERE SECTION IS SHOWN - } CD 50 oo ao L -� U W N �: W v z Z f __j t o ct) Q N O or �,� O 1 ��m J � 0 J U w oo E w '` o 0 a D az . � wo ° 0i Co m m 0o F_ d- z v ''- � J U_ r `�" W '-L '� :� -oQ 's- �- L -' � c3 + N N 0 O 00 0p C/') LO t 114- CO d� CD N N d- r r �- >- i c7 Z U t3 Q C_;j co Q I C3 U-) U-) . . © 'S + '� -}- mot- � U_ W 00 o o ©°+° o + + O Q 00 1f? ¢ + d- I m > e-- >- N ca ¢ co co ¢ ¢ > v J cn �- I%- -- + - U .- ,-- ¢ � + w + > V_ rn + w N ,Nn + + w �" o W + to � + + + f O ° © ° Of r Of i '•' �► w (n CO CSI 0 F- f -- wf ¢ 1 c=O cn cn z °r F.- v, I Q r; �' cn f Q I << C4 m i f¢- ° ¢ C:� c i p ¢ v ¢ ¢ m i i R/W 6 I F` -1(=� c c 2 - - -- Q_ a_ Q S8 '27)09"F w fil _j WATERGRASS ROAD SEE SHEET 3 30' Zo' J20 19 I a � Nwpm ft� N � 00 18" DRAIN N00'33'05 "E �Iwo 20 +00 S 8 SEWER 12 +0 N 1_J L 1 +00 S89'27'02 »E I I + - - - S 14 +00 8 SEWER - - . S89'2T02 "E -� --- --+-- - _ _` -I - F- - ----+ - -- t d- 1.2" WATER 18" DRAIN S89'27 02" �o » - INTERSECTION w - - W - - E W N 18 DRAIN t° 12" WATER 1 2 f STA 14 +56 94 C L BROADSTONE LN - CURVE TABLE CURVE �y LENGTH o DELTA 1 42.00' 197.06' 42.87' 268'49'50" 2 42.00' cum 99.95' 134'24'55" 3 35.00' 27.13 14.29' 44'2455" 4 20.x0' 31.42' 20.00' 90.00'07" 5 20.00' Uj 96050'28» 6 �- 4 8 J - ,_ O 0 �- �- V SECTION DESIGNATION: SECTION LETTER o A CD LU '� >I47 2 SHEET WHERE SECTION IS SHOWN - } N d- ___; �i � oo ao 0 1 Fa-- o v z Z tj __j ?...5_ s ct) A Lf LO U') + + rz� cn cn E w '` o 0 a D az . � N F� :� -oQ ++ C; <Q CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 1 42.00' 197.06' 42.87' 268'49'50" 2 42.00' 98.53' 99.95' 134'24'55" 3 35.00' 27.13 14.29' 44'2455" 4 20.x0' 31.42' 20.00' 90.00'07" 5 20.00' 33.80' 22.54' 96050'28» 6 20.00' 1 31.42' 1 20.00' IDEN PC STA. 13 +10.00 C.L., WATERGRASS RD. _ -- 21II - -- - - W -i I- c R/W fi ` w , p co � -� i ,� . ._; r J _; ¢ d- I --� __j ,_ 3 f-- (n w r a? ter- © - �- o, 1 0 bo r- t - - �r� +z -'-' >w OOH mod- + QF� + ¢� + <CO - I ,� --z ��w�> }'1� > � I� > N r� � � ,� w � �� _ 18 DRAIN �a �n .rQ 4 I<c �- 44 IQ 4 � I >- �-42 5 N00833'05 "E ! cn m co co -� o ° F¢- � ° F-- ° ¢ p ¢ f a ¢ I , 1 U + c cn c-= cn cn c i ; cn � (6 0 20 r F- V- � ¢ ,LU 4- 6 + + 30' 30' r 22 ¢ .�W d-d- U Ow WATERGRASS ROAD m V) w SEE SHEET 3 of STO A N 89'59'53 "` SCALE: 1" = 50' HORIZONTAL 1" = 10' VERTICAL I U +UU 11+U0 12 +00 13 +00 14+00 LEGEND: ' T)- U) En TOP OF MANHOLE /TOP OF CLEANOUT ELEVATION U CONSTRUCT STORM DRAIN PER CITY STANDARDS 0 _ . a_ cn cn y�. T - zt STA. 13 +10.00 C.L., WATERGRASS RD. _ -- 21II - -- - - W -i I- c R/W fi ` w , p co � -� i ,� . ._; r J _; ¢ d- I --� __j ,_ 3 f-- (n w r a? ter- © - �- o, 1 0 bo r- t - - �r� +z -'-' >w OOH mod- + QF� + ¢� + <CO - I ,� --z ��w�> }'1� > � I� > N r� � � ,� w � �� _ 18 DRAIN �a �n .rQ 4 I<c �- 44 IQ 4 � I >- �-42 5 N00833'05 "E ! cn m co co -� o ° F¢- � ° F-- ° ¢ p ¢ f a ¢ I , 1 U + c cn c-= cn cn c i ; cn � (6 0 20 r F- V- � ¢ ,LU 4- 6 + + 30' 30' r 22 ¢ .�W d-d- U Ow WATERGRASS ROAD m V) w SEE SHEET 3 of STO A N 89'59'53 "` SCALE: 1" = 50' HORIZONTAL 1" = 10' VERTICAL I U +UU 11+U0 12 +00 13 +00 14+00 LEGEND: ' T)- r. O.M. 363.22 TOP OF MANHOLE /TOP OF CLEANOUT ELEVATION W CONSTRUCT STORM DRAIN PER CITY STANDARDS 0 CONSTRUCT STORM DRAIN MANHOLE TYPE "A" PER. C.OIL STD. SW -4. CONSTRUCT CATCH BASIN TYPE "A" PER C.O.B. STD. D -14. CONSTRUCT TYPE "GO" INLET PER CALTRANS STD. D74B. • S SEWER - REFER TO E.N.C.S.D. TR. NO. 6642 SEWER & WATER PLANS G SEWER MANHOLE - REFER TO E.N.C.S.D. TR. NO. 6642 SEWER & WATER PLANS � SEWER CLEANOUT - REFER TO E.N.C.S.D. TR. NO. 6642 SEWER & WATER PLANS CONSTRUCT 161 BOTTOM WIDTH DRIVEWAY W /3' WINGS PER C.O.B. ST-4. STD. S 4. (UNLESS 0 THERWI SE NOTED) �"' �� �■ �� �■ PHASE BOUNDARY --- -- -- -- PROPOSED EDGE OF PAVEMENT Ts FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT IR FURNISH & INSTALL IRRIGATION CONDUIT Ic FURNISH & INSTALL INTERCONNECT CONDUIT TS3 r-5 TJ16 FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT cf) TR3 =NO. 3 1/2 SIZE TR5 =N0. 5 SIZE TR6 =N0. 6 SIZE CURVE NUMBER FOR CURVE DESCRIPTION ALONG CURB O TAPER NUMBER FOR TAPER DESCRIPTION ALONG CURB ITEM OF WORK - SEE SCHEDULE V SECTION DESIGNATION: SECTION LETTER z A �m 2 SHEET WHERE SECTION IS SHOWN CONSTRUCTION NOTES, 0 CONSTRUCT TYPE "B CURB & GUTTER PER C.O.B. STD. ST -1 d CONSTRUCT 4.5'k COMBINATION SIDEWALK PER C.O.B. STD. ST -3 Q CONSTRUCT HANDICAP RAMP PER CALTRANS STD. A88A. ® SAWCUT EXISTING E.P. 0 CENTERLINE. REMOVE AND REPLACE EXISTING PAVEMENT TO MATCH EXISTING PAVING SECTION, OR AS DIRECTED BY CITY ENGINEER. �5 PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION 8010-21C-19 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". SEE DETAIL ON SHT. 8 INSTALL END -OF- STREET SIGN PER CALTRANS W31 (CA) 8 INSTALL END -OF- STREET STANDARD TYPE ill BARRICADE SEE DETAIL ON SHE 8 a CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD. ST -3 NOTES. 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN PLANS AND DETAILS. 2. LOCAL STREET - PAVEMENT ,SHALL BE EITHER: A) 0.200 TYPE *B* A.C. OVER 0.90' AGGREGATE BASE OVER 0.509 COMPACTED O.G. TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. B) 0.20' TYPE "B" A.C. OVER 0.50' AGGREGATE BASE OVER OW SUB -BASE WITH MINIMUM R- VALUE OF 40 OVER 0.50' COMPACTED O.G. TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. SM. D -141 UNLESS NOTED OTHERWISE. 4. SEWER & WATER SHOWN FOR REFERENCE ONLY. SEE SEWER & WATER PLANS FOR DETAILS. 5. SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION 8010- 21C -19 ALL TEMPORARY STRIPING AND MARKING DESIGNATED WITH (T) SHALL BE STRIPING TAPE (SSP) OR WATERBOURNE PAINT. ALL OTHER STRIPING AND MARKING SHALL BE THERMOPLASTIC PER CALTRANS STANDARD SPECIFICATION 8010-21C-192 UNLESS OTHERWISE INDICATED. 6. IMPROVEMENTS ON KERN CANYON ROAD ARE SHOWN FOR REFERENCE ONLY REFER TO CALTRANS SR -184 IMPROVEMENT PLANS FOR CONSTRUCTION. 7, NO WORK SHALL BE PREFORMED IN SR -184 RIGHT -OF -WAY ( CALTRANS) UNTIL AN ENCROACHMENT PERMIT IS OBTAINED. 7 ,�- .mss.. 664 660 656 652 648 644 640 636 632 628 660 656 652 648 644 640 636 632 628 Underground Service ,alert Calf: TOLL FREE 1 -800- 227 -2600 TWO WORKING DAYS BEFORE DIGGING Q iy Q O z 00 �ONt Q W .0 W 00 a� J W CQ o CO o V) �.- w Q m 0 0 I � U N 0 o Z o o a_ Fr } co Z Ld Ld a 0 mom W Z d � �P � V U W Z 0. 0 co 0 mom W Z d � � V U W Z 0. 0 co 0 W W cf) ZD o V V z �m cl v z Z tj Z ct) cc O 0 0 N a D az z 0 F� z Www O� � � �o Z 0 � J J� Q° L) oa Q mm C5 (3 6 W W Q_ a_ (n fn > 5. W 00 00 CD f-,0 0 0 H W W I F N W C� IL 0 W Z d � � W Z 0. 0 co 0 cf) ZD o 0� z �m cl v z Z ct) cc O 0 0 Z co a D az z 0 z O� � � �o Z 0 � J J� Q° L) Q H W W I F N W C� IL 0 Q) c- 0 n 0 0 L6 0 0 0 00 0 V) 0 Ln 0 W V) CN i Q0 Q0 F- x 0 0 C) D ry n J eF,vT) op x`00 00 pe\ D C.C. STS• .. D4 �� ST,• �Iyq Y F�• 34 WATERGRASS ROAD SEE SHEET 3 ?' J g 0 _ �fr Y ��-, TRACT BOUNDARY { �'�� O �' �Q' STA. 11+60.12 C.L., 45.00LT.= STA. 11 +60.12 F.L. p px ��J O'`�% •`� � �� ono _ co iN v -« . D w_�_ 24 DRAIN F L 24 BEGIN CURB, GUTTER AND SIDEWALK STA. 10 +38.82 C.L., 45.00LT.- STA. 10+38.82 F.L. 0 BEGIN 6 ASPHALT DACE = i STA. 10 +31.57 C.L., 22.37LT. --- -� 2 5 0 CD II >> O O) H- o �LO o� FINNEGAN LANE c SEE SHEET 4 z -�-�> W mi U LZ bi Lko co Q �m 27 P17)PU_Uj 30 26 _ -f - + J c w �, - co co r r- < Uj ♦ - �V / C> C3i U) U 7 Z: 0 SECOMDA12'Y 1 6' BLOCK WALL REFER TO ... e 20' NtP. 1 TRACT 6642 WALL PLANS ( 43026 FAER66urn�' AcC�S iFAS6ME WT " BRAIN � 18 DRAIN � I'ER FIN'AL MAP �iR nRAIN r-F/L P/L ampF d T ' • d r 0 61 s 10+ . o � 4 4 4 ... t � � , -.n e V7'37 ,► >> 2 ,A, { .�ti �KI'MWAT m. G. �� �. �G QO • f r ��: F .� «_ .� .. �ti ti� r '``' Q. A. 14+40-43' 4+ 40.4 amp 40mmommmmom T -1 moo" LiJ i k 0 - = , -,..F� .. .; -£:} _,�r ��_ Y S 17 +67. C.L. ERN CANYON R. ��• • V O %r� �,S 'Vr k Y t i t _ `t_ 9 t t' ` v:"'... "oe_ ✓ F ;Y { 4Y S °s 2 �. cn «� R W _._; 11 �► _r4E . , o.. v«� ...: _ _., _ w.. Y <� 3 I I /. 1 V �i k' J k ?S r.. .._ ._... _ ... .... ..,,..,.. k izn to _ .. �._._,._.__,� _ .. �r« �� d- L . a a _. �. . ., �_ - .. R�Gl�,�SS...,.RR . P k t r _ #_ r ��g[q .t W S / rr {� ''"� � "`i tr .� � ' sE a '� mss' , r , l' ' ! d'`r' ,�'`� .. . ! : J.i , " 1 J s'� 1`` ` P• i oo w _ .� __ _ _ _ _ _. _ v _ .._ _ _ .i ' P �_,_ A. /J /�, \j /�\ _.¢_ .� t `�` /yam w �.... _ -� Ole 2,`.., .._... �. ........__ ..,�......w,,.......__..,._- air_ ........._.............._._...� .. .._......... �... ... . .. _..o. __ .... .. .,. -� n �a� r0 O O W 4 _ k O w • V 4 z R Ir-- >- ui 6 / - N • 000 .... ...._..... .- � _.R .,._ ... .. ... ... .w.«.. ... .. .. ..... .. _ ... .. .. ..._. _ .. 20 20> N � U L U J 3 Q Q , �,, J 30 30 - 1%0 PO o Q F- o + + + __..... .. FINNEGAN LANE O � t T� �- `(� J w � p�'.�"' e � err'..•., (j sik �fi r3 f�.''; N SEE SHEET 4�` CURVE TABLE Q ``� 1 �l -t` 00 U QQ fY Q ` /�I_ ¢ _ CURVE RADIUS LENGTH TANGENT DELTA - �{ -All 1 42.00' 119.95' 292.03 163'37'53» s 2 42.00 66.2$ 42,30 90"24'42" ,. 1f L. 1 AL 3 42.00' 186.22' 55.69' 254'02'35» 4 35.00' 27.13' 14.29' 44'24'55» 5 20.00' 41.59' 34.05' 119'08'56» U N RIDG DRIV 6 20.00' 31.42' 20.00' 90200'00" 7 20.00' 33.63' 22.35' 96'21'25" SCALE: 1" = 50' HORIZONTAL 8 20.00' 24.35' 13.94' 694522" 1 = 10 VERTICAL 9 300.00 78.55 39.50 15 00 07 10 300.00' 117.40' 59.46' 22'25'21» SCALE: ' OR AL ..w..w. ._......��_�_.Y..��. 11 35.00 59.30 39.62 97 04 50 1 - VERTICAL _ . _: M H:_.�...w..__ .,ww �� .� .., __ ... __ ... .. w.m..,_.._..__. _ __ ,. w..__. _ ... �.�,�., ..___��. _ ___.� .. _ _ _ . 652.._R� �__. �._._�_ ..�....�._ __.n .__. __. �. 4 652 12 35.00 52.99 33.06 86 4417 IDENTICAL POINT 10+00 11+00 0 LEGEND: (CON Tj . LEGEND. Y 6' BLOCKWALL � ABBREVIATIONS 0 F.L. O II 0 II• J � II• II ELEV. ELEVATION E.V.C. I- LL! �- N J ui d �' C) END CURB RETURN P.R.C. O Cv M O V) BEGIN CURVE P.C.C. POINT OF COMPOUND CURVATURE WATERGRASS ROAD Q � N Q OF VERTICAL CURVE T.P. TOP OF PAVEMENT SDMH STORM DRAIN MANHOLE F.C. CO > INV. INVERT RCP J SEE SHEET fit. 3 � `� _ -� J z - ° > W � w -J _J ULi. QO EXISTING SURVEY MONUMENT �'J Uli z ULi�w FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T -1. N N � - I 3' 0 � N CU CO �' W ---� 40- 0 M r_ T_ V_ a' N �� m Co� ��� Co i` t` h V �..f 00 W W W < En "R6 -1" T ONE WAY r- �- -- QQ 5 p � � .- a < w QQ 6 Q<ccr cz U ° << m c i t i "W3 -1" - STOP AHEAD CO w c i UU) C3� ti E i °z in W to lug "R81(CA)" - BIKE LANE t Z' Q 10 "W31(CA)$1 - END "S4 -3" - SCHOOL "W14 -1" - DEAD END o - PA "R3 -7" - RIGHT LANE MUST TURN RIGHT F 9 CAL -TRANS MARKER OR STRIPING 3 -;P CAL -TRANS TYPE IV ARROW LEFT OR RIGHT AS APPLICABLE ^! � '-� Z ! E �X Y t ai iF RAI R m- M 24" DRAIN 000 t . ampF d T ' • d r 0 61 s 10+ . o � 4 4 4 ... t � � , -.n e V7'37 ,► >> 2 ,A, { .�ti �KI'MWAT m. G. �� �. �G QO • f r ��: F .� «_ .� .. �ti ti� r '``' Q. A. 14+40-43' 4+ 40.4 amp 40mmommmmom T -1 moo" LiJ i k 0 - = , -,..F� .. .; -£:} _,�r ��_ Y S 17 +67. C.L. ERN CANYON R. ��• • V O %r� �,S 'Vr k Y t i t _ `t_ 9 t t' ` v:"'... "oe_ ✓ F ;Y { 4Y S °s 2 �. cn «� R W _._; 11 �► _r4E . , o.. v«� ...: _ _., _ w.. Y <� 3 I I /. 1 V �i k' J k ?S r.. .._ ._... _ ... .... ..,,..,.. k izn to _ .. �._._,._.__,� _ .. �r« �� d- L . a a _. �. . ., �_ - .. R�Gl�,�SS...,.RR . P k t r _ #_ r ��g[q .t W S / rr {� ''"� � "`i tr .� � ' sE a '� mss' , r , l' ' ! d'`r' ,�'`� .. . ! : J.i , " 1 J s'� 1`` ` P• i oo w _ .� __ _ _ _ _ _. _ v _ .._ _ _ .i ' P �_,_ A. /J /�, \j /�\ _.¢_ .� t `�` /yam w �.... _ -� Ole 2,`.., .._... �. ........__ ..,�......w,,.......__..,._- air_ ........._.............._._...� .. .._......... �... ... . .. _..o. __ .... .. .,. -� n �a� r0 O O W 4 _ k O w • V 4 z R Ir-- >- ui 6 / - N • 000 .... ...._..... .- � _.R .,._ ... .. ... ... .w.«.. ... .. .. ..... .. _ ... .. .. ..._. _ .. 20 20> N � U L U J 3 Q Q , �,, J 30 30 - 1%0 PO o Q F- o + + + __..... .. FINNEGAN LANE O � t T� �- `(� J w � p�'.�"' e � err'..•., (j sik �fi r3 f�.''; N SEE SHEET 4�` CURVE TABLE Q ``� 1 �l -t` 00 U QQ fY Q ` /�I_ ¢ _ CURVE RADIUS LENGTH TANGENT DELTA - �{ -All 1 42.00' 119.95' 292.03 163'37'53» s 2 42.00 66.2$ 42,30 90"24'42" ,. 1f L. 1 AL 3 42.00' 186.22' 55.69' 254'02'35» 4 35.00' 27.13' 14.29' 44'24'55» 5 20.00' 41.59' 34.05' 119'08'56» U N RIDG DRIV 6 20.00' 31.42' 20.00' 90200'00" 7 20.00' 33.63' 22.35' 96'21'25" SCALE: 1" = 50' HORIZONTAL 8 20.00' 24.35' 13.94' 694522" 1 = 10 VERTICAL 9 300.00 78.55 39.50 15 00 07 10 300.00' 117.40' 59.46' 22'25'21» SCALE: ' OR AL ..w..w. ._......��_�_.Y..��. 11 35.00 59.30 39.62 97 04 50 1 - VERTICAL _ . _: M H:_.�...w..__ .,ww �� .� .., __ ... __ ... .. w.m..,_.._..__. _ __ ,. w..__. _ ... �.�,�., ..___��. _ ___.� .. _ _ _ . 652.._R� �__. �._._�_ ..�....�._ __.n .__. __. �. 4 652 12 35.00 52.99 33.06 86 4417 IDENTICAL POINT 12 +00 10+00 11+00 0 LEGEND: (CON Tj . LEGEND. TOP OF MANHOLE /TOP OF CLEANOU T ELEVATION 6' BLOCKWALL � ABBREVIATIONS 0 F.L. FLOWLINE P.O. V. C. POINT ON VERTICAL CURVE C.L. CENTERLINE B.V.C. BEGIN VERTICAL CURVE ELEV. ELEVATION E.V.C. END VERTICAL CURVE B.C.R. BEGIN CURB RETURN P.I. POINT OF INTERSECTION E.C.R. END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE B.C. BEGIN CURVE P.C.C. POINT OF COMPOUND CURVATURE P.I. V. C. POINT OF INTERSECTION T.C. TOP OF CURB FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT OF VERTICAL CURVE T.P. TOP OF PAVEMENT SDMH STORM DRAIN MANHOLE F.C. FINISH CONCRETE INV. INVERT RCP REINFORCED CONCRETE PIPE G.B. GRADE BREAK RGJ RUBBER GASKETED ANT TAPER NUMBER FOR TAPER DESCRIPTION ALONG CURB FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. QO EXISTING SURVEY MONUMENT SECTION DESIGNATION: SECTION LETTER 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 UGHT -5800 LUMEN PER C.O.B. STD. ST -14. - D FURNISH & INSTALL STREETc LIGHT -9500 LUMEN PER C.O.B. STD. ST -14. R1 -1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: Z "R1 -1" - STOP "W1 -7" - DOUBLE ARROW "R6 -1" T ONE WAY "W1 -6" - SINGLE ARROW *R5 -1" - DO NOT ENTER "W14" - CURVE ARROW "R26(CA)" - NO PARKING "W3 -3" - SIGNAL AHEAD r- "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)$1 - END "S4 -3" - SCHOOL "W14 -1" - DEAD END "R2 -1" - SPEED .LIMIT 20 "W14 -2" -- NO OUTLET "R3 -7" - RIGHT LANE MUST TURN RIGHT F 9 CAL -TRANS MARKER OR STRIPING DETAIL NUMBER -;P CAL -TRANS TYPE IV ARROW LEFT OR RIGHT AS APPLICABLE 12 +00 13 +00 0 LEGEND: (CON Tj . T. 0. M, 36 3.22 - TOP OF MANHOLE /TOP OF CLEANOU T ELEVATION 6' BLOCKWALL � CONSTRUCT STORM DRAIN PER CITY STANDARDS 0 CONSTRUCT STORM DRAIN MANHOLE TYPE "A" PER C.O.B. STD. SW -4. i CONSTRUCT CATCH BASIN TYPE "A" PER C.O.B. STD. D -14. LANDSCAPE AREA CONSTRUCT TYPE "GO" INLET PER CALTRANS STD. D74B. • S SEWER - REFER TO E.N.C.S.D. TR. NO. 6642 SEWER & WATER PLANS SEWER MANHOLE - REFER TO E.N.C.S.D. TR. NO. 6642 SEWER & WATER PLANS Q SEWER CLEANOUT - REFER TO E.N.C.S.D. TR. -NO. 6642 SEWER & WATER PLANS 6' 4' CONSTRUCT 16' BOTTOM WIDTH DRIVEWAY W /3' WINGS .08 PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) �� �■ �� ■� PHASE BOUNDARY --- -- -r-- --- - PROPOSED EDGE OF PAVEMENT TS FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT IR FURNISH & INSTALL IRRIGATION CONDUIT I c FURNISH & INSTALL INTERCONNECT CONDUIT TF3 TB5 TAI; FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT �•2� T l TR3 =NO. 3 1/2 SIZE TR5 =NO. 5 SIZE TR6 =NO. 6 SIZE SAWCUT 1.5-3% ±2% CURVE NUMBER} FOR CURVE DESCRIPTM ALONG CURB O TAPER NUMBER FOR TAPER DESCRIPTION ALONG CURB .%. ITEM OF WORK - SEE SCHEDULE SECTION DESIGNATION: SECTION LETTER A 2 SHEET WHERE SECTION IS SHOWN' 648 644 640 636 632 628 624 620 616 612 608 604 600 11+00 15 +00 CONSTRUCTION NOTES: �1 CONSTRUCT TYPE 998" CURB & GUTTER PER C.O.B. STD. ST -1 (2 CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD. ST -3 3 CONSTRUCT HANDICAP RAMP PER CALTRANS STD. A88A. SAWCUT EXISTING E.P. 0 CENTERLINE. REMOVE AND REPLACE EXISTING PAVEMENT TO MATCH EXISTING PAVING SECTION, OR AS DIRECTED BY CITY ENGINEER. PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION 8010-21C-19 6 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 . SEE DETAIL ON SHT. 8 7 INSTALL END -OF- STREET SIGN PER CALTRANS W31 (CA) INSTALL .END -OF- STREET STANDARD TYPE IR BARRICADE SEE - DETAIL ON SHT. 8 �}9 CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD. ST -3 NOTES: 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN PLANS AND DETAILS. 2. LOCAL STREET - PAVEMENT SHALL BE EITHER: A) 0.20' TYPE "B" A.C. OVER 0.90' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO 95% RELATIVE DENSITY PER C.Q.B. STD. ST -9. B) 0.20' TYPE "Bw A.C. OVER 0.50' AGGREGATE BASE OVER 0.50' SUB -BASE WITH MINIMUM R -VALUE OF 40 OVER 0.50' COMPACTED Q.G. TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.Q.B. STD. D -14, UNLESS NOTED OTHERWISE. 4. SEVER & WATER SHOWN FOR REFERENCE ONLY. SEE SEWER & WATER PLANS FOR DETAILS. 5. SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION 8010- 21C -19 ALL TEMPORARY STRIPING AND MARKING DESIGNATED WITH (T) SHALL BE STRIPING TAPE (SSP) OR WATERBOURNE PAINT. ALL OTHER STRIPING AND MARKING SHALL BE THERMOPLASTIC PER CALTRANS STANDARD SPECIFICATION 8010-21C-191, UNLESS OTHERWISE INDICATED. 6. IMPROVEMENTS ON KERN CANYON ROAD ARE SHOWN FOR REFERENCE ONLY REFER TO CALTRANS SR -184 IMPROVEMENT PLANS FOR CONSTRUCTION. 7. NO WORK SHALL BE PREFORMED IN SR -184 RIGHT -OF -WAY (CALTRANS) UNTIL AN ENCROACHMENT PERMIT IS OBTAINED. 12 +00 13 +00 14 +00 BY 11W CITY LSWWN FOR VEMENT 184 RIGHT- 15 +00 16 +00 17 +00 V. y� .� r a, ` t 1 d Cf tr CATCH AjASIN NO. 7 -TYPE GO ,..� STA. 1$ +50.10 C.L., 55.00LT. = STA. 018 +50.54 F.L._ E °4 NO AL F.L. ELEV. 629.76 DE RESSED F.L. ELEV. 629.59 s 4y4i 4 fi 1.' 18 +00 P/L R/W 10' CL VARIES 110' -120' VARIES 55' -65' � 55' EXIST. R/W 6' BLOCKWALL � i LANDSCAPE LANDSCAPE AREA I LANDSCAPE AREA 3' 6' VARIES 45' -55' 45' 6' 4' LOT .08 U � 2' ui \ ±12 z t �. W Z I EXISTING ASPHALT o �•2� T l i SAWCUT 1.5-3% ±2% r -.. .%. U GRADE BREAK COMBINATION SIDEWALK) CURB AND GUTTER 0.50' A. C. 1.95' A. B. 0.50' O.G. `- EXISTING SUBGRADE AND BASE GRIND &OVERLAY EXISTING PAVEMENT AS NECESSARY TO PR GRADE FROM ROAD � SECTION SCALE 1 " =10' HORIZ. 7 1 "= 5' VER T. ` �5 Y w 5i� . . i$ x4' ,a.♦ 4S lY.•- ''?i 5 b ­--1644 _ .__.. 640 t 1 636 k 's i 632 i f 624 i 620 E 616 i 's �...._ .._,. 612 z w_.._ ...N_.4 608 S x, 604 i _.r.�_... 600 19 +00 `-EXISTING COMBINATION SIDEWALK EXISTING CURB AND GUTTER Underground Service Alert Call: TOLL FREE 1-800- 227 -2600 TWO WORKING DAYS BEFORE DIGGING 0 0 0 LA_, W CD w z W cn 0 z Q mom CL Y � U W Z W r- U U LO Z EE :z 0 r- N >�w � '-� gym: m- M 000 mIli 00 WW Ccl- W W W C7 CN 00 O al NOTE: BARRICADES SHALL BE D. 4 IRON PIPE TAGGED RCE 17564 REMOVED WHEN THE NORTH SIDE OF FOR 1/16 COR. PER P.M, 8122, P.M. COLLEGE AVENUE IS CONSTRUCTED. K. 35 PG. 159 - - - - - - - - - - - - - - - - ---- - - - - - - - - - - - ­Ql 30+00 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 1 30-06 47.31" 30.18* 90#20#5r 2 3O.W 46.94i 29.82" 89*39"08* 3 30.00' 47.31" 30.19 90*21"1e 4 CONSTRUCT 16# BOTTOM WIDTH DRIVEWAY W/3! WINGS 9.20" 5.78` I 8749"W CL- co z ce_ Ile qpp W DATE IRELAND STREET SEE SHEET 4 4`14ACTt"S NO. 6603 & 6604 'WIDE UNOCAL CALIFORNIA PIPELINE FD. IRON PIPE TAGGED CO. RIGHT OF WAY AGREEMENT PER OPC 1ri-7-7 Kin-f nC 0C"nn0f'%_ COLLEG E AVENUE SCALE: 1" = 50' HORIZONTAL 1" - 10' VERTICAL R-C,E. 32178 EV. 12/31 /08 LEGEND. ABBR.EVIATION15 F. L. FLOWILINE P.O.V.C. POINT ON VERTICAL CURVE C.L. CENTERLINE B.V.C. BEGIN VERTICAL CURVE ELEV. ELEVATION E.V.C. END VERTICAL CURVE B.C.R. BEGIN CURB RETURN P.I. POINT OF INTERSECTION E.C.R. END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE B.C. BEGIN CURVE P.C.C. POINT OF COMPOUND CURVATURE P.I.V.C. POINT OF INTERSECTION T.C. TOP OF CURB OF VERTICAL CURVE T.P. TOP- OF PAVEMENT SDMH STORM DRAIN MANHOLE F.C. FINISH CONCRETE INV. INVERT RCP REINFORCM CONCRETE PIPE G.B. GRADE BREAK RGJ RUBBER GASKETED JOINT FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST-13. @ EXISTING SURVEY MONUMENT FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. --c>- FURNISH & INSTALL STREET LIGHT --5900 LUMEN PER C.O.B. STD. ST-14, E�) FURNISH & INSTALL STREET LIGHT-9500 LUMEN PER C.O.B. STD.. - ST RI-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. SID. T-19-. *R1-1* - STOP "WI -7" - DOUBLE ARROW "R6 --1* _CIE WAY "WI-6" - SINGLE ARROW *R5-1* - DO NOT ENTER "WI-1" - CURVE ARROW *R26(CA)" - NO PARKING "W3-3! - SIGNAL AHEAD "R3 -5R" - RIGHT TURN ONLY *W3-1* - STOP AHEAD *R4-7* - KEEP RIGHT '*S5-2* - END SCHOOL ZONE "R81(CA)w - BIKE LANE "S4-2" - WHEN CHILDREN ARE PRESENT "W31(CA)w - END *S4-3* - SCHOOL *W14-1* - DEAD END *R2-1'* - SPEED LIMIT 20 *W14-2 0 - NO OUTLET *R3-7* - RIGHT LANE MUST TURN RIGHT CAL-TRANS MARKER OR STRIPING DETAIL NUMBER CAL-TRANS TYPE IV ARROW LEFT OR RIGHT AS APPUCABLE LEGE ON'T)- -AW"Wr m A 'r 'AMr 'MW AIR RELEASE VALVE - REFER TO E.N.C.S.D. TR. NO. 6642 SEWER & WATER PLANS T. .t , 3 �ba - , �r TOPE MANHOLE `OP OF CLEAN OUT ELEVATION A CONSTRUCT STORM DRAIN PER CITY STANDARDS 0 CONSTRUCT STORM DRAIN MANHOLE TYPE "A* PER C.O.B. STD. SW-4. CONSTRUCT CATCH BASIN TYPE *A* PER C.O.B. STD. D- 14. L41 CONSTRUCT TYPE *GO* INLET PER CALTRANS STD. D74B. s SEWER - REFER TO E.N.C.S.D. TR. NO, 6642 SEWER & WATER PLANS SEWER MANHOLE - REFER TO E.N.C.S.D. TR. NO. 6642 SEWER & WATER PLANS SEWER a-EANOUT - REFER TO E.N.C.S.D. TR. NO. 6642 SEWER & WATER PLANS CONSTRUCT 16# BOTTOM WIDTH DRIVEWAY W/3! WINGS s PER C.O.B. STD. ST-4. (UNLESS OTHMWISE NOTED) PHASE BOUNDARY PROPOSED EDGE OF PAVEMENT .­TS FURNISH & INSTALL IRAMC SIGNAL CONDUIT IR FURNISH & INSTALL IRRIGATION CONDUIT le FURNISH & INSTALL INTERCONNECT CONDUIT M3 TR6 FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT -5 TR3--NO. 3 1/2 SIZE M--NO. 5 SIZE TR6=NO. 6 SIZE (D CURVE NUM KO' FOR CURW_ -DESC RIPTION ALONG CURB TAPER NUMBER FOR TAPER 'DESCRIPTION ALONG CURB 0 ,1M,.k:OF WORK - SEE SCHEDULE S,1E: 0 DE%QNA SECTION LETTER z .2 SHEET "iERE SECTION IS SHOYW#W4 CONSTRUCTION NOTES, CONSTRUCT TYPE "B" CURB & GUTTER PER C.O►B. STD. ST-1 CONSTRUCT 4.5# COMBINATION SIDEWALK PER C.O.B. STD. ST-3 CONSTRUCT HANDICAP RAMP PER CALTRANS STD. A88•. SAWCUT EXISTING E.P. 0 CENTERLINE REMOVE AND REPLACE EXISTING PAVEMENT TO MATC14 EXISTING PAVING SECTION, OR AS DIRECTED BY CITY ENGINEER. PAINT 12" LIMIT LINE USING THMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICA11ON 8010-21C-19 CONSTRUCT 12' *1DE CROSS GUTTER PER C.O.B. STD. ST-17. COMPACT SUB GRADE TO 95% OF MAX. TO Ir BEYOND OTTER UP TO A DEPTH OF 12*. SEE DETAIL ON SHT. 8 INSTALL END-OF-STREET SIGN PER CALTRANS W31 (CA) INSTALL END-OF-STREET STANDARD TYPE 91 BWrAM SEE DETAIL ON SHL 8 CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD. ST-3 0 NOT S. I. SE %WM AND STORM DRAIN PLANS FOR STORM DRAIN PLANS AND DETAILS. 2. LOCAL STREET - PAVEMENT SHALL BE OTHER.- A) 0.200 TYPE wr A.Q OVER 0.9V AGGREGATE BASE OVER 0.50 COMPACTED O.G. TO 95% RELATIVE DENSITY PER C.O.B. STD. ST-9. B) 0.20* TYPE *B* A.C. OVER OW AGGREGATE BASE OVER OW SUB-BASE NTH MINIMUM R-- :VALUE OF 40 OVER 0.5(Y COMPACTED O.G. To 95% RELATIVE DENSITY PER C.O.B. SM. ST-9. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5* OPENINGS PER C.G.B. STD. D-14, UNLESS NOTED OTHERWSE. 4. SEWER & WATER SHOWN FOR REFERENCE ONLY. SEE SEWER & WATER ISMS FOR DETAILS. 5. SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION 8010-21C-19 ALL TEMPORARY STRIPING AND MARKING DESIGNATED WITH (T) SHALL BE STRIPING TAPE (SSP) OR WATERBOURNE PAINT. ALL POTHER STRIPING AND MARKING SHALL BE THERMOPLASTIC PER C. ..TRANS STANDARD SPECIFICATION 8010-21C-19, UNLESS OTHERWISE INDICATED. 6. IMPROVEMENTS ON KERN CANYON ROAD ARE SHOWN FOR REFERENCE ONLY REFER To CALTRANS SR-184 IMPROVEMENT PLANS FOR CONSTRUCTION. 7. NO WORK SHALL BE PRETORMED IN SR-184 RIGHT-OF-WAY (CALTRANS) UNTIL AN ENCROACHMENT PERMIT IS OBTAINED. 3 /a° MACHINE 8 OL TS (GAL WNIZED) W77-1 NU7S AND WASHERS 4**x4#* #V0D POST (NOM.) OR 2** LD. STANDARD WT GAL LANDED PIPE. R/W 45* R/W DEDICATION PER PM 11322 *11 4 . EXISTING GROUN ROUN SAWCUT 4% EXISTING GROUND-\ N SWCTURAL SECTIONS SHALL BE EITHER: A) OW TYPE *Bw A.C. OVER 1.05! AM GATE BASE OVM 0151Y COMPACTED O.G. TO 95% RELATIVE DENSITY OR B) 0.30* TYPE "Bw A.C. OVER 0.66 AGGREGATE BASE OVER 0.56 SUB-BASE WITH MINIMUM R-- VALUE OF 40 OVER 0.50* COMPACTED O.G. TO 95% RELATIVE DENSITY. PER C.O.B. STD. ST-9. SECII,QN. - rC� SCALE 1 =10 HORIZ.\,�� 1"_ Si VERT. VARIABLE EXISTING CURB AND GU`f1ER EXPANSION JOINT Roz q 4 _n 91-1 �'q� SS CROSS GUTTER APRON 8, 0.5% MIK 2 ------ SLOPE � FLOWLINE EXPANSION JOINTS NOA REBARS, 6' LONG, EVENLY SPACED AS SHOWN 3' TYP. TYPICAL OF BOTH SIDES 12' CROSS GUTTER DETAILS SCALE NONE NOTES:- 1) ALL CONCRETE SHALL BE CLASS "B* (5 SACKS/cu. yd.). 2) ALL GUTTER SURFACES SHALL BE GIVEN A BROOM FINISH WITH STROKES PARALLEL TO GUTTER FLOW LINE AND SHALL BE CURED WITH AN IMMEDIATE APPLICATION OF PIGMENTED CURING COMPOUND. 3) SUB GRADE SHALL BE WATERED AND COMPACTED TO DOX RELATIVE COMPACTION. 4) ALL EXPANSION JOINTS SHALL CONSIST OF 1/2" PREMOLDED JOINT MATERIAL. ADDITIONAL EXPANSION JOINTS MAY BE REQUIRED AS PER ENGINEER. 5) WHEN WHEELCHAIR RAMPS ARE CONSTRUCTED CROSS GUTTER APRON SHALL BE CONSIDERED AS PART OF THE WHEELCHAIR RAMP. SEE PLATE St-18 FOR MORE DETAILS. 6) CROSS GUTTER SHALL HAVE A 0.5% MINIMUM SLOPE. STANDARD WJ 1 (CA) STANDARD OM4-3 SIZE J0**xJ0` 4s MINIMUM SIZE 18X180 24i MAVUUM END FAVAr'Aff -AW"Wr m A 'r 'AMr 'MW AW 'Mr __rAV',ff_4ff 'Aff'A AW AV �Allri7 A 12 �PORTLAND CEMENT -.14 CONCRETE 2' MIN. 2' MIN, 10* MAX 10* MAX STANDARD TYPE III BARRICADE NO SCALE 34' 45' 1.5-370 SEE DETAIL NOTE PA R/W LANDSCAPE AREA 6s 5# p z w 2 3 0 GRADE BREAK \-COMBINATION SIDEWALK CURB AND GUTTER 12 .61 - -own 6 so! _j co 5EC11!Qbl /#OA� 8 NOA REBARS, 6' LONG, EVENLY SPACED AS SHOWN SCALE 1/4" 1 #- O" TYPICAL OF BOTH SIDES. 6" VARIES 24 C�4 I'l 4b. 00 4A N --- = i s- 0 SCALE 1/2" 0 (1 \.1001 A .2 REVIMN APPROVF0 OGER A. MCINTOSH R.C.E. 33322 EXP. 6/30/14 F ON APPROVED BY:, MARIAN SHAW C.E. IV R.C.E. 3217-8 EXP. 12/31/14 DATE 6* ;Kr* / 3 ce DATE NOTES: 1. MARKINGS f'OR BARRICADE RAILS SHALL BE ORANGE AND OH/ 7E STRIPES (SLOPING AT AN ANGLE OF 459. 2. THE E AREA OF THE ORANGE AND W#TE_ RAIL SHALL SE RMECMRIZED AND SHALL mrrr THE r(XLOWNC A41NIMUM DRY REFLEICrANCE VALUES A 7' 0.2 AND 0.5 DEGREE DIVERGENCE EXPRESSED IN UN17S OF CANDLEPOWER PER FOOr CANDLE PER SOUARE FOOT, AS MEASURED AT A DISTANCE OF* 50 fEET FROM 7HE LIGHT SOURCE 7 WET REFLECTANCE VALUES SHALL 6E A MINIMUM OF 90 PERCENT OF THE' DRY VALUES. 77-1E PREDOMINA TE COLOR FOR OTHER SAAR RIcADE COMPONEA17S SHALL BE *117E. 3- SEC77ON 57., 077M6ER STRUCIVRES" OF THE STANDARD SPEICIFICA77ONS, CURRENT ED1770N. SHALL APPLY. ALL 77 BE TO BE DOUGLAS nR CSC NS77?UC77ON GRADE S4 S. RAILS ,fit A 4Ar', - ,.4 RW1NAL 2"W* OR 2X10". [Underground Service Alert C611: TOLL FREE 1-800-227-2600 TWO WORKING DAYS BEFORE DIGGING 0 1 n to CD < 0 00 0 z LL_ < :3 L < w 00 vii w �0 o w m qq- Ul N T_ 0- w ca 0 ID L41 s z 0 LLI cc co Cd CR61 6 4 CS 4 bw C. > C' > if" W 6" 100 4z 00 C> 04 w 0) k Ln C6 0 0 0 0 00 CD V) _0 � 1 W W N U i i 0 U 0 700 696 692 688 684 680 676 672 668 664 660 656 652 648 644 640 636 632 5�4 j COLLEGE AVENUE Cn SEE SHEETS zw o W z U U > v Q cr_w 0 zw _J J �V CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 1 30.00' 47.31' 30.19' 90'21'18" 2 1434.00' 303.72' 152.43 12'08'07" 3 1400.00' 914.75' 474.37' 37'26'12" LEGEND: ABBREVIATIONS F.L. FLOWUNE P.O.V.C. POINT ON VERTICAL CURVE C.L. CENTERLINE B.V.C. BEGIN VERTICAL CURVE ELEV. ELEVATION E.V.C. END VERTICAL CURVE B.C.R. BEGIN CURB RETURN P.I. POINT OF tNTERSEC [ E.C.R. END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE B.C. BEGIN CURVE P.C.C. POINT OF COMPOUND CURVATURE P.I.V.C. POINT OF INTERSECTION T.C. TOP OF CURB OF VERTICAL CURVE T.P. TOP OF PAVEMENT SDMH STORM DRAIN MANHOLE F.C. FINISH CONCRETE INV. INVERT RCP REINFORCED CONCRETE PIPE G.B. GRADE BREAK RGJ RUBBER GASKETED JOINT O FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. a 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. -Q-- FURNISH & INSTALL STREET LIGHT-5800 LUMEN PER C.O.B. STD. ST -14. - D FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST -14. R1 -1 FURNISH & INSTALL TRAFFIC SIGNS PER G.Q.B. STD. T -19: "R1 -1" - STOP "W1 -7" - DOUBLE ARROW "R6 -1" - ONE WAY "W1 -6" - SINGLE ARROW "R5 -1" - DO NOT ENTER "W1 -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)w - BIKE LANE "S4 -2" - WHEN CHILDREN ARE PRESENT "W31(CA )" - END "S4 -3" - SCHOOL "W14 -1" - DEAD END "R2 -1" - SPEED LIMIT 20 "W14 -2" - NO OUTLET "R3 -7" - RIGHT LANE MUST TURN RIGHT CI 1mr1 I A At""*%K11f"*%. A 01r Ir LEGEND: T CONSTRUCTION N'O�TE S: CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1 T.4'• 363.22- TOP OF MANI�OLE�TOP CLEANOUT ELEVATION CONSTRUCT 4.59 COMBINATION SIDEWALK PER C.G.B. STD. ST-3 CONSTRUCT STORM DRAIN PER CITY STANDARDS 3 CONSTRUCT HANDICAP RAMP PER CALTRANS STD. A88A. 0 CONSTRUCT STORM DRAIN MANHOLE TYPE "A" PER C.O.B. STD. SW--4. 4 SAWCUT EXISTING E.P. 0 CENTERLINE. REMOVE AND REPLACE EXISTING PAVEMENT TO MATCH EXISTING PAVING SECTION, OR AS DIRECTED BY CITY ENGINEER. CONSTRUCT CATCH BARN TYPE "A" PER C.O.B.. STD_ Q -14. PAINT NT 12 LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS " �. CONSTRUCT TYPE GO INLET PER CALTRANS STD. D74B. STANDARD SPECIFICATION 8010- 21C -19 CL O 6� CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. COMPACT SUBGRADE - • s SEWER - REFER TO E.N.C.S.D. TR. NO. 6642 SEWER do WATER PLANS TO 959 OF MAX. TO 12 BEYOND GUTTER- UP TO A DEPTH OF 1f. SEE DETAIL ON J SHT. 8 G SEWER MANHOLE - REFER TO E.N.C.S.D. TR. NO. 6642 SEWER & WATER PLANS INSTALL END -OF- STREET SIGN PER CALTRANS W31 (CA) SEWER CLEANOUT - REFER T4 E.N.C.S.D. TR. NO. 6642 SEWER & WATER PLANS � INSTALL END-OF-STREET STANDARD TYPE III BARRICADE SEE DETAIL SHT. 8 a. CONSTRUCT 169 BOTTOM WIDTH DRIVEWAY W/3-9 WINGS ® CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD. ST -3 U PER C.O.B. S T- TD S 4. LESS U N ( OTHERWISE NOTED) NOTES. z v PHASE BOUNDARY C1 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN PLANS AND DETAILS. - --- PROPOSED EDGE OF PAVEMENT 2. LOCAL STREET - PAVEMENT SHALL BE EITHER: TS FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT A) 0.20' TYPE "B" A.C. OVER 0.90' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO 959 RELATIVE DENSITY PER C.O.B. STD. ST -9. IR FURNISH &INSTALL IRRIGATION CONDUIT B) 0.20 TYPE B A.C. OVER 0.50' AGGREGATE BASE OVER 0.50' SUB -BASE Ic FURNISH & INSTALL INTERCONNECT CONDUIT WITH MINIMUM R -VALUE OF 40 OVER 0.50' COMPACTED O.G. TO 9590 0 RELATIVE DENSITY PER C.O.B. STD. ST -9. T�3 Tgs >� FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT TR3 =NO. 3 1/2 SIZE TR5 =NO. 5 SIZE TR6 =N0_. 6 SIZE 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D -14 N UNLESS NOTED OTHERWISE. O CURVE NUMBER FOR CURVE DESCRIPTION ALONG CURB 4. SEWER & WATER SHOWN FOR REFERENCE ONLY. SEE SEWER & WATER PLANS FOR DETAILS. 0 TAPER NUMBER FOR TAPER DESCRIPTION ALONG 5. SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION ® ITEM OF WORK - SEE SCHEDULE 8010- 21C -19 ALL TEMPORARY STRIPING AND MARKING DESIGNATED WITH (T) SHALL BE C0 STRIPING TAPE (SSP) OR WATERBOURNE PAINT. ALL OTHER STRIPING A AND MARKING SECTION DESIGNATION: SHALL BE THERMOPLASTIC PER CALTRANS STANDARD SPECIFICATION 8010- 21C -199 � UNLESS OTHERWISE INDICATED. O SECTION LETTER A 6. IMPROVEMENTS ON KERN CANYON+ ROAD ARE SHOWN FOR REFERENCE ONLY REFER TO PAI mALic CD-42A ILIODMIMCLIr ni A.10 r„n nnL1t%-M11^-n^L1 to Y� ' 4`a `'�! •y -�Y� .S ± �4 }6 4 S 3 } S 4 a j�c 1. t ;t � t E.C. tC_\ STA. 23 +34.49 C.L. X �y O i` 4� +y F 4-L ` I 41 1 may!�' �� F �' � ��� ','�'�,..: ,_- •_•.,�''`~t - ''~`'' tl,� � �.•t:.,��� 5T *�, ` 1 QV �x t i l 21 23 'L S� u co 11 k r TOLL FREE 1� 1-800-227 61 C W�.w 1. Tvv I o -ruv 15 +uu zv+vv 21+00 22 +00 23 +00 4 700 696 692 688 684 680 676 672 668 664 660 656 652 648 644 640 636 632 24+00 Vf O Q O z CO U O �t- z W U TW Co J r- W o Li Co U L N � W Y (Q 1 k o U I L o ,. t z Co L.L CK Q y m m in z W ]C Q W o v Y ty I > U a w Q a mQm Z � Y U U CL O ` J W W >w W a. F� U U z v W C1 I_ Z' N :z 0 0 O N Z � v 0 Z Oa C0 � W O W Z co ,, Q Q ~ OL mM z C> C> F_ cc: It o 0 � J O Q U O 0c Q U U WW CL 10L M a V) V) � � W ©o o 0 0 H Z W CL O ` J :5 >w W a. F� C) z v W C1 N 'Co 0 0 Q Z � v 0 Z Oa C0 � O W Z co Q Q ~ OL z "' F_ cc: It o 0 � J O Q U O Q N uj W I N � W U. 0 O • r Z CD CD O o o «o LO F- R/W 4 �c. • Nt. ° j 17 'N Ile 9� 0-)x t'y n <1\ B. C. S53'07'3`7"W RAD. -STA. 8 +81.70 C.L. �</ ¢ CD F- LLI �i_ � 1 1 a •q tyi 1` r o U �, �� tWT. co N + D + w DO r F— Z 692 3 _... �._ i.,_... .........,.....,_.,...- ..;.}�_. .- ....�....,..,_.. ,a...�.. .. 1:. ...._.-....... ..�.._....,__+,...,......_,.,x- fir.........-- ..<- ....... -.... �......_, h y` f 688 IN 684 t 680 4 i s s i 676,11, � r t i 672 2 E S ( S i 668 664 1 t f 660-__._ .._..__�........w_,_.__w,.._.._ F f 656 w _..____.. _,_. w. _. __..._v_. ° s Z W 652 � � ° z �-- w Z 1Z Q oz 648 QC 644 j� 00 . 640 _ _,.. _r.K.u.. _-- +-- ,., z .r_._ .__ v u t .:f 636 •yO � f i ( } 632 6 r z 628.._.W ._..,_._ R..,._,.M__ ..__.., ._.. ._...._ ._..,... 624 620 F j t 1 616 :r SECTION SCALE: 1 " 50' H. 1 " = 10' V. BURNT RIDGE DRIVE 30' 30 i , zo' zo' r i;r s CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 6 300.00' 78.55' 39.50' 15'00'07 7 300.00' 117.40' 59.46' 2202521" 8 305.00' 159.62' 81.68' 29'59'08» 9 305.00' 39.90' 19.98' 07'2942" BROADSTONE LANE SEE SHEET 11 LINE TABLE LINE LENGTH BEARING 1 15.42' 589'2655 "E 2 26.02' N 78'04'01 "E 3 61.29' NO2'44'50 "W 4 22.49 S60-01'57 "W -11 z+ vu 13+00 LEGEND: ABBREVIATIONS F.L. FLOWLINE P. O. V. C. POINT ON VERTICAL CURVE C.L. CENTERLINE B. V. C. BEGIN VERTICAL CURVE ELEV. ELEVATION E. V. C. END VERTICAL CURVE B.C.R. BEGIN CURB RETURN I P.I. POINT OF INTERSECTION E.C.R. END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE B. C. BEGIN CURVE P.C.C. POINT OF COMPOUND CURVATURE P.I. V. C. POINT OF INTERSECTION T.C. TOP OF CURB OF VERTICAL CURVE T.P. TOP OF PAVEMEN T SDM H STORM DRAIN MANHOLE F.C. FINISH CONCRETE INV. INVERT RCP REINFORCED CONCRETE PIPE G.B. GRADE BREAK RGJ RUBBER GASKETED JOINT OO FURNISH & INSTALL SURVEY MONUMENT PER G.O.B. STD. ST -13. QQ 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 -5800 LUMEN PER C.Q.B. STD. ST -14. - 30 FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER G.Q.B. STD. ST -14, R1 -1 _.�._ FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: "R1 -1" - STOP "WI-7" - DOUBLE ARROW "R6 -1" - ONE WAY "WT -6" - SINGLE ARROW "R5 -1" - DO NOT ENTER "W1 -1" - CURVE ARROW "R26(CA)" - NO PARKING "W3 -3" - SIGNAL AHEAD "R3 -5R" - RIGHT TURN ONLY "W34" - STOP AHEAD "R4-7" - KEEP RIGHT "S5 -2" - END SCHOOL ZONE p R81(CA)" - BIKE LANE "S4 -2" - WHEN CHILDREN ARE PRESENT W31(CA) - END "S4 -3" - SCHOOL W14- -1 " DEAD END "R2-1" SPEED LIMIT 20 "W14 -2" - NO OUTLET "R3 --7" - RIGHT LANE MUST TURN RIGHT R39 CAL -TRANS MARKER OR STRIPING DETAIL NUMBER CAL -TRANS TYPE IV ARROW LEFT OR RIGHT AS APPLICABLE BALD MOUNTAIN COURT WATERGRASS ROAD SCALE: 1 " _ .50' HORIZONTAL 10' VERTICAL L AIR RELEASE VALVE - REFER TO E.N.C.S.D. TR. NO. 6642 SEWER & WATER PLANS r•p•mi. 363.22 TOP OF MANHOLE /TOP OF CLEANOUT ELEVATION CONSTRUCT STORM DRAIN PER CITY STANDARDS CONSTRUCT STORM DRAIN MANHOLE TYPE "A" PER C.Q.B. STD. SW-4. CONSTRUCT CATCH BASIN TYPE "A" PER C.O.B. STD. D -14. CONSTRUCT TYPE "GQ" INLET PER CALTRANS STD. D74Bf - • s SEWER - REFER TO E.N.C.S.D. TR. NQ. 6642 SEWER & WATER PLANS SEWER MANHOLE - REFER TO E.N.C.S.D. TR. NO. 6642 SEWER & WATER PLANS C SEWER CLEANOUT - REFER TO E.N.C.S.D. TR. NQ. 6642 SEWER & WATER PLANS CONSTRUCT 16' BOTTOM WIDTH DRIVEWAY W /3' WINGS PER C.Q.B. STD. ST -4. (UNLESS OTHERWISE NOTED) �" '�"' '�� '�"' '�■ PHASE BOUNDARY -' '�"' --- --- PROPOSED EDGE OF PAVEMENT Ts FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT IR FURNISH & INSTALL IRRIGATION CONDUIT ic FURNISH & INSTALL INTERCONNECT CONDUIT 13 IL L5 FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT TR3 =NO. 3 1/2 SIZE TR5 =NO. 5 SIZE TR6 =NO. 6 SIZE Q CURVE NUMBER FOR CURVE DESCRIPTION ALONG CURB TAPER NUMBER FOR TAPER DESCRIPTION ALONG CURB ITEM OF WORK - SEE SCHEDULE SECTION DESI N AT1Q, SECTION LETTER A SHEET WHERE SECTION IS SHOWN KYLE COURT U w to "" DRAINAGE EASEMENT SEE SHEET 13 N 0 s : 1- SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN PLANS AND DETAILS. 2. LOCAL STREET - PAVEMENT SHALL BE EITHER: A) 0.20' TYPE "B" A.C. OVER 0.90' AGGREGATE BASE OVER 0f50' COMPACTED O.G. TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. B) 0.20' TYPE "B" A.C. OVER 0.50' AGGREGATE BASE OVER 0.50' SUB -BASE WITH MINIMUM R -VALUE OF 40 OVER 0.50' COMPACTED O.G. TO 95Z RELATIVE DENSITY PER C.O.B. STD. ST -9. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D -14, UNLESS NOTED OTHERWISE. 4. SEWER & WATER SHOWN FOR REFERENCE ONLY. SEE SEWER & WATER PLANS FOR D ET 5. SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION 8010-21C-19 ALL TEMPORARY STRIPING AND MARKING DESIGNATED WITH (T) SHALL BE STRIPING TAPE (SSP) OR WATER13OURNE PAINT. ALL OTHER STRIPING AND MARKING SHALL BE THERMOPLASTIC PER CALTRANS STANDARD SPECIFICATION 8010- 21C -198 UNLESS OTHERWISE INDICATED. 6. IMPROVEMENTS ON KERN CANYON ROAD ARE SHOWN FOR REFERENCE ONLY REFER TO CALTRANS SR -184 IMPROVEMENT PLANS FOR CONSTRUCTION. 7. NO WORK SHALL BE PREFORMED IN SR -184 RIGHT -OF -WAY CALTRANS ENCROACHMENT PERMIT IS RIGHT-OF-WAY ( CALTRANS) UNTIL AN OBTAINED. SCOTLAND ROAD =I--* I It I -I 1� - x �� 6VI_ Q c\ O., �/ W s` Z 1.11IS .GR .......__�....ti.__ 8 MATER � ,____.,._.� �_ .� , �,....,,...._ ,..��_���_.,u,_.,.,�__w_._.�..b r . Ld ry'.v .o:,. ». .�.,,...., -,�.. .,�,.„....._.....__ .........da...... �......- .......... ........._,.�,,....... .........,....,..,_.tee.,.,... � ,w �...- ..,..,._,_.... ,. -.. 7 F ( w r c� _4&{ _...� z coo n �rn f Lj w �_ -xjzr- I fi cif ° v =c� co °° co Jam' o.w �.. �. I 0 .N N > _ N I� W 3 J, w w ._� f i I.N OF SECTION Sr A1 F- 1" �<�'� x r • 1 •�` !"n� ''�i'`� '�` +, * k "4 0, . . . V. a 5 Q) c° n N 0 Ln 0 0 0 c 0 0 0 W i N 00 0 i 0 L0 i W 650 646 642 638 634 830 626 622 -61'8 614 610 606 INS on M WATERGRASS ROAD s W /�� , SEE SHEET 10.s�� -��' j c� �..:.. cn 1 d- o0 o o 3 Iwo 32 33, x�o t 3 w o6 o .: ro i Ld w p U° z d J I Q x t��� > O D ¢ �9: Elf a ° i v' 1 - 1 ! ! 1 ! cr 0 `S i 6, �i F� `9- s i Uj 3 6 U Lz LL J�� + 52¢. X53 54 55 56 57 � � t , U:`�3 -.4- �. co Uj o Uj Uj + LLJ C) N N 1 w ! Q ° 18„ D �',o •�9 / 14' M I o0 ,°�° °O U V) ¢ ° Q ! RAIN Q` ��C. "� .d, 1 - - + + + ----'- 1 i-- r- o wl ,z � I f i i f-- N00 33 05 E �.+ h t f - rnrnrn O •� c� cncnzo ¢ �, , ♦ _ t �, z 1 _ Ale -mm .0m.0"m 20 f � RfW A �, Y :`.�. 1 � -. yl- 8 SMR y V - - --t- -- - I - INTERSECTION A S- 9 27 02 E L1 0 _ STA. 13 +78.81 C.L., FINNEGAN LN.= 1 - 11 +00 s 8 SEINER 12 +0 N 'r' 1 +00 S89'27"02"E 14 +00 8 SEWER - - _,. `k �i1'`rF _ STA. 10 +70.63 C.L., BURNT RIDGE DR. + S89'2 7' 02"E -� _ _ �_ _ _ _I _ - _�_ _ _ 1 ,.. � :�, .� �..-.� � � � $ � - - 2 456.94- q INTERSECTION 1 �E ..12 WATER 18 DRAIN S89 27 02 E O o `. _� -•-- 18 DRA# 30:5.01 f �, � � �.` W - - w - - w !� w .. r-1Z WATER W STA. 14 +56.94 C.L., BROADSTONE LN.= STA. 13 +10.00 C.L., WATERGRASS RD. _ t ! \ R/W Of gum dmuw op- '�V A l I W 1 2 1 ''.,. `r ^~ �`'a t V 3 8 is `,` ca W o - s V/ R/W w STORM DRAIN MANHOLE NO. 2" s 4 , °:� �, t ° N o ! f f f c" STA. 14 +51.94 C.L., 5.00RT. t z -` �-� �`° f,.�' f z� .. 0 i`j h Y � Iw o �- o �, 1.�I flO 1--.. - - - _ Sri p 1 �- N Li Ld C:J U `�` s cv 18" DRAIN R 1 t� I u$., t Vii-- � �_ ,�, uZ-, ro w -' 6 1 �- 5 ! ! ! r N00'33'05 "E �tik �>• j. 1 - 1 ti t - 49 1 z - �� 44 43 42 5 .�z �� .� QQ 39 1 , t ! _ J rn Q ' J I I ! I f ..,.,__ `ti N, �� _ :4 4 �9 t�,A t 2 U f °° f V­ 1 n f ¢Q0 �1 m�� o 20' ' 1 29 U ¢ > > r- w 0 30 4 �'G 1 i 5 �.r �s��� 30 t t o <c o <c ° Q Q� ci � �. 4 A fi - { V fzF (V) V) U) w WA TERGRASS ROAD �.5 tiv - G t- SEE SHEET 10 CURVE TABLE Ono ' ' MONO _ - J �„��j� -fly 30 3a `� '! l -.` ,till ,�. ..2� J� .► ^` t �- �/�� >�. CURVE RADIUS LENGTH TANGENT DELTA - C..,n.d i t ' ' 5" 1 520.00' 148.37 74.69 16'20'5 BURNT RIDGE DRIVE ,_ ti >, - � °'4w '� r •r 0 0 LINE TABLE 4�, f LINE LENGTH BEARING k 5 �� =' (J41 � 1 9� SCALE: 1" = 50' HORIZONTAL 1 25.86' N10'05'42 "W 1„ = 10' VERTICAL 2 15.42 N00'32'58 "E\ 3 49.38' N00'32'58 "E `� =�' C jP �� FINN GAN AN. 4 26.01 N 3f 52 23 W k:. �..� �t r " „ r 1 SCALE: 1 = 50 HORIZONTAL 5 14.50 S36 . 52 23 E � � �, �' = 10 VERTICAL 660 �4 R a 660_ LF OF 8 66% INSTALL 3.1 RGJ RCP 0. s ,. .a�-. .... .. _3.. p .,.-, - - ,+*'i,•.. -.... 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F _ z s� . w« w . 4 628 9 s s i 4 s v... <..,.....,... ...., ..... ,...... »,...,.,.•w.- .......,..,., :....«- ................,...,.. ...... .,_...,.,,.... r_.T..........__e. ^., ......oa ..- ,- ......- ,.......,.,.... .... :. ..,......_.........«.. .. .. ... _ .... .. .. , ..... v. .., ,......- ._....., -_. .........,nw_ { .•.,.,.,_sue,,..•,.....,..,.. , «- •...m_... ..._... -rrti r....,�.s. +,•-. , w ^ « ^ ^_..,.P�...o..- ..�.�.,so -... .�.+ ._...+n ..._. -+.� .�•, .:t „.w ....y,.,_ .:...�. <_ _..3.w -. �.M �.. ,-<,. , ,.._.. �....,....- <� ................_...n.:,4._. ..,.., ,. ......,..r- .,<.<..,�„�...._.. ,... h,.- N,,..., � :.,_- ..._....,..�_....R.,.M�, ..�,. ...,. ..,_..,t,... �._...,f.,. ... ..- ,- .- �- Y"",- --� -W- ...._.... -. -. - •c- F- ...,- .- �..,_...�. _.,.,,,,..�,,,,,�..,. y.»j..� F 7 f x i VERT 1� DRAIIC STOIRM DRA N MAN d <OLE N0= ....,,....,._,«,.,- _,... >.... ._.,.« w.,.,., . -. -.. _ .................._, �,.,.........._..-.,,....., ... >.."...,.......,- 'i..... >... y.... ",,....�....,� ,......_..- .,».........,..... �,,...m....�.., -..a.. •....`•.- .5•a.._.,�.,_,.._.,.,."n.....« ..,..........w....w, - „�,. ..,...,..,.,..»- .,..."_ ..- ....,w........._..0 ....._...,...,,. .�- .- •,.._.,.R,.,....,.., .......- _.V......,., -_-. .- x.,......,....._>.4 -,._. .. »...,_.....,<.......••- -..-.. ._..,.� -.. ...- .. - - .- 3- >,,,.... •.-, -4 624 f ST 14 +51 94 C.L. �" ; 624 STO M� DRAI MANHOLE NO.'-& S < . 7 r z f _ ELEV. ! N V. 8 N Co3lo • � S S �+ i i _ _ t i • � 1 , 3 i .,a..,...... _ . .............<,..•..- .._�.j.,,v .- ...»...........+...- ...a...._.. .., .,,. .- :.,....- ......._.,,...u._,... .._........ .._,« «,.....«...._.<,..:.,....: v,..�...._....0 -w_.a. x .,. .....a. .......... ..,. �.:....+..«._ « " »...........<... ...,....:. ..+..,..........«. .._. >... ..v.. -.a ................- .•,<,. w..,_.._n«^...,. w..,.,c - .,... ..,....- ..ML., -.•w. ,.,. w...:.>. .�q.... -�}_. ..... .+...._....�..,...- _+- ..... -... .._.- .,�.:,.,.-- .,.s...<...0 «_ .._... ��._. ,�.. ....... ., ,+.,_... ... ,w 620 u. t z s _ 620 ». ..m...,,,_,.W.. ._ . ., .<. ...E,...... ...,.,_ ........ ,..,.s. ...,... ...,.._.,,,.._.,. ,_..+�•� __...., . _,_ >.,.. _.,... � ..............._.__ v.......,.,_..,.<. .Y._.,._......,.....,...,_.._._ ......<...,,.. ...,, �..<. ,,,.�..._...._,_.4.,.,..�.._,._ _.....,._.._».............>,.- �._..,.._._.. ,....«_...,,._�_.- ..p.._,.,.,._ ..._.,_ ,._,.. ..ir._ .V.....,.. S.,w.m.., «..,y._.., ..._...r�» .,�.a_ ^�.. ,..�_ <..�. ....�.,. .._._. 616 616 10 +00 11+00 12 +00 13 +00 14 +00 598 SECTION A SCALE: 1' = 50' H. 1" =10'V. 650 646 642 638 634 630 626 622 618 614 610 606 602 598 LEGEND. (CON'T) LEGEND. TOP OF MANHOLE /TOP OF CLEANOUT ELEVATION ABBREVIATIONS C� F.L. FLOWLINE P.O. V. C. POINT ON VERTICAL CURVE C.L. CENTERLINE B.V.C. BEGIN VERTICAL CURVE ELEV. ELEVATION E. V.C. END VERTICAL CURVE B.C.R. BEGIN CURB RETURN P.I. POINT OF INTERSECTION E.C.R. END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE B.C. BEGIN CURVE P.C.C. POINT OF COMPOUND CURVATURE P.I.V.C. POINT OF INTERSECTION T.C. TOP OF CURB FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT OF VERTICAL CURVE T.P. TOP OF PAVEMENT SDM H STORM DRAIN MANHOLE F.C. FINISH CONCRETE INV. INVERT RCP REINFORCED CONCRETE PIPE G.B. GRADE BREAK RGJ RUBBER GASKETEO JOINT Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. Q EXISTING SURVEY MONUMENT SECTION DESIGNATION: SECTION LETTER FURNNISH '& INSTALL STREET SIGN PER C.O.B. STD. T -1. SHEET WHERE SECTION IS SHOWN FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T -1. FURNISH & INSTALL STREET UGHT -5800 LUMEN PER C.Q.B. STD. ST -14. --E3� - FURNISH & INSTALL STREET UGHT -9500 LUMEN PER C.O.B. STD. ST -14. R1 -1 �► FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: STOP "W1 -7" - DOUBLE ARROW "R6 -1" - ONE WAY "W1 -6" - SINGLE ARROW "R5 -1" - DO NOT ENTER "W1 -1" - CURVE ARROW "R26(CA)" - NO PARKING "W3 -3" - SIGNAL AHEAD "R3 -5R" - RIGHT TURN ONLY "W34' - STOP AHEAD cv "R4-7" - KEEP RIGHT "S5 -2" - , END SCHOOL ZONE "R81(CA)" - BIKE LANE "S4 -2" - WHEN CHILDREN ARE PRESENT "W31(CA)" - END "S4 -3" - SCHOOL "-111114 -3" -- -DEAD END *R2-1" - SPEED LIMIT 20 "W14 -2" - NO OUTLET "R3 -7" - RIGHT LANE MUST TURN RIGHT 39 _ CAL - TRANS MARKER OR STRIPING DETAIL NUMBER of 1' CAL -TRANS TYPE IV ARROW LEFT OR RIGHT AS APPUCABLE LEGEND. (CON'T) 363.1227 TOP OF MANHOLE /TOP OF CLEANOUT ELEVATION CONSTRUCT STORM DRAIN PER CITY STANDARDS C� CONSTRUCT STORM DRAIN MANHOLE TYPE "A" PER C.O.B. STD. SW -4. CONSTRUCT CATCH BASIN TYPE -e PER C.O.B. STD. D -14. CONSTRUCT TYPE "GO" INLET PER CALTRANS STD. D74B. s SEWER - REFER TO E.N.C.S.D. TR. NO. 6642 SEWER & WATER PLANS �? SEWER MANHOLE - DEFER TO E.N.C.S.D. TR. NO. 6642 SEWER & WATER PLANS Q SEWER CLEANOUT - REFER TO E.N.C.S.D. TR. NO. 6642 SEWER & WATER PLANS CONSTRUCT 16' BOTTOM WIDTH DRIVEWAY W /3' WINGS PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) .� �■■�■� .�... PHASE BOUNDARY - --� -- PROPOSED EDGE OF PAVEMENT Ts FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT iR FURNISH & INSTALL IRRIGATION CONDUIT 1C FURNISH & INSTALL INTERCONNECT CONDUIT TB3 T 5 M6 FURNISH & INSTALL SPLICE BOX FOR INTERSECT TR3 =N0. 3 1/2 SIZE TR5 =NO. 5 SIZE TR6 =NO. 6 SIZE 0 CURVE NUMBER FOR CURVE DESCRIPTION ALONG CURB O TAPER NUMBER FOR TAPER DESCRIPTION ALONG CURB ITEM OF WORK - SEE SCHEDULE U SECTION DESIGNATION: SECTION LETTER A 2 SHEET WHERE SECTION IS SHOWN Underground Service Alert Call: TOLL FREE 1 -800- 227 -2600 TWO WORKING DAYS BEFORE DIGGING NOTES: 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN PLANS AND DETAILS. 2. LOCAL STREET - PAVEMENT SHALL BE EITHER: A) 0.20' TYPE "B" A.C. OVER 0.90' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. B) 0.20' TYPE "B" A.C. OVER 0.50' AGGREGATE BASE OVER 0.50' SUB -BASE WITH MINIMUM R -VALUE OF 40 OVER 0.50 COMPACTED O.G. TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D -14, UNLESS NOTED OTHERWISE. 4. SEWER & WATER SHOWN FOR REFERENCE ONLY. SEE SEWER & WATER PLANS FOR DETAILS. 5. SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION 8010- 21C -19 ALL TEMPORARY STRIPING AND MARKING DESIGNATED WITH (T) SHALL BE STRIPING TAPE (SSIP) OR WATEROWNE PAINT. ALL OTHER STRIPING AND MARKING SHALL BE THERMOPLASTIC PER CALTRANS STANDARD SPECIFICATION 8010-21C-19, UNLESS OTHERWISE INDICATED. 6. IMPROVEMENTS ON KERN CANYON ROAD ARE SHOWN FOR REFERENCE ONLY REFER TO CALTRANS SR -184 IMPROVEMENT PLANS FOR CONSTRUCTION. 7. -NO WORK SHALL BE PREFORMED IN -184 RIGHT-017-WAY AY ( CALTRANS) UNTIL AN ENCROACHMENT PERMIT IS OBTAINED. 7_0 . I ,, 1p.1111 a" 00, 0 on m C3- m U W= = W U V t ^ 0 cv W W L M M O o U U mm C)- C> _ V V CL 1..L U( WW 01-1 ck� W Quo 00 a� 00 y INSTALL 23.50 LF OF 80-. R&I RC1P #1 .66% 640 _ ____ _ _ ___ 8 � 640 FURNISH & INSTALL TRAFFIC F.L. dM__ P.O.V.C. POINT ON VERTICAL CURVE C.L 638 B.V.C. BEGIN VERTICAL CURVE 1 �638 E.V.C. , B.C.R. CA w Z POINT OF INTERSECTION E.C.R. 636 P.R.C. 00 qdw N -436 BEGIN CURVE P.C.C. POINT OF COMPOUND CURVATURE P-I-V-C. m Z TOP OF CURB 634 __ _ CA- "IV,: to + C-4 M C*4 C4 + N a- STORM DRAIN MANHOLE F.C. FINISH CONCRETE INV. INVERT Go w REINFORCED CONCRETE PIPE G.B. 632 RGJ �(A cnm CAI" W PROMMATE FINISHED GROUND 630, 0 C4 630 628, W . . . . . . . . VARIOUS EXISTING UTILITY LINES, UJ DEPTH UNKNOWN. CONTRACTOR 826. SHALL VERIFY LOCATION AND Al i ELEVATION. 624 ---:624 622. -;822 C6 INVERT 181n- DRAIN 820 C404 Cj Ac Coco 'ji 618 C*" .616 0- 0- a, ey Cnzin A SECTION 2 SCALE: 1 ff = 50" H. sss 1 " = 106 V. INSTALL- 20.75.. 117 OF RGJ--AC1P 0 00% 640 :6 40 ON, _ _ _ _ _ _. _ 38 W .8 Go 638. % 0 636 N C4� 634, at -W,,F�l -.- r--: i0- ". - - ',-- I I - I -.. � - 1 -634 04, LA. Ito C040 632 LLI 632 t;d APPROXIMATE FINISHED GROUND 630 828 :628 620 426 624' -624 INVEIfi 1$ N 622 C4 4m 620, 0& w0% .6,m 00 C4 r,-- C4 818 Z 616' 6 =� 164a 00 + J C-3; fn 00 U < I�dWU Mac �W 1�- C-31 (AZIM B SECTION 12 SCALE: 1 50' H. 1 10" V. 0 0 11 Go 11 9n a 0 3 II. 40 tz w t.: C4 -z F- w �-: 2 4m Vol p C4 C6 -i & fn cm eq 00 C+ C1 r m 110 b "i b "i -1-9 0; FINNEGAN LANE WATERGRASS ROAD r d j 0 j .� j L4 SEE SHEET 10 cc J -j La SE SHEET 11 U- Cs LA.: Q U.!:a Cj LA: U: Z d co cc Uj w U: 4f C4 LL: -i = r. 2 27 OR do 0!01 LL- qt4 9 co p J t0 t0 'mr r%. r--. Ch LL: go 26 20* 60) in LL. La TRACT BOUNDARY 30 ;cc + + ++ 9 6jp + + + + XNTION BOX -j at at Go W. Coco co 1C.) Coco STA. 11+60.12 C.L. 45.00LT.= 40 12 W'±44 -C L, SEE DETAIL ON SHEET 13 w 02 STA. 11+6OL12 F.L. a 0000 f- LLA < U -Od4sa- STA. 10+43.73 C.L. 27.44LT. t9-- 9 t; 2 ad (A to (n (n Zan to w STORM BRAIN MANHOLE NO. 13 20! SEWER (n Z Lj L;w STORM DRAIN MANHOLE NO. 12 0 EASEMENT STA. 11+71.21 C.L. 59.50LT. d 11 L260 OR 10+79.69 C.L. 32.00LT. 40' GRAIN EASEMENT PA 18" DRAT PA Go 31141 0' 02"41 OE R ,00-N *0 t37 g4m DRAIN L26.01 Z4� ,.,7 �ZAIN I I now mono ammummommmmom G� 4� 1 I ic -41ft� "--N- Ole-, h- C===3M m BEGIN CUM, GUTTER AND SIDEWALK - . 4*- - CUR\/E TABLE CARVE RADIUS LENGTH TANGENT DELTA 3m00' 117.40s 59.46" 22'25'21" ITV ILJ: 1 STORM DRAIN CONSTRUC11ON TO BE APPROVED BY THE CITY KERNCANYON OTHER ROAD RFERENIMCPE R OOVNLYENRTES F EO TKO E RCN A LCTRAANNYS ON S RRO1AD 4 AMRE P RSOHVOEWMN E NFT O C�_�� PLANS FOR CONSTRUCTION. SCALE: 1" = 50' HORIZONTAL 2. NO WORK SHALL BE PREFORMED IN SR-184 RIGHT-OF-WAY 1p = 10' VERTICAL (CALTRANS) UNTIL AN ENCROACHMENT PERMIT IS OBTAINED. 3. PROPOSED EASEMENTS SHOWN ARE PER THE FINAL MAP. in U C � SEC1'1ON 12 SCALE: 1" = 50' H. 1 a = 109 V. @ FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. SM. ST-13. @ EXISTING SURVEY MONUMENT FURNISH & INSTALL SMUT SIGN PER C.O.B. SM. T-1. FURNISH & INSTALL METRO STREET SIGN PER C.O.B. SM. T-1. Is FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. SM. ST-14. EBO 0 LEGEND. RI-1 8 ABBREVIATIONS FURNISH & INSTALL TRAFFIC F.L. FLOKINE P.O.V.C. POINT ON VERTICAL CURVE C.L CENTEI;KJNE B.V.C. BEGIN VERTICAL CURVE ELEV. ELEVATION E.V.C. END VERTICAL CURVE B.C.R. BEGIN CURB RETURN P.I. POINT OF INTERSECTION E.C.R. END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE B.C. BEGIN CURVE P.C.C. POINT OF COMPOUND CURVATURE P-I-V-C. POINT OF INIERSECTION T.C. TOP OF CURB OF VERTICAL CURVE T.P. TOP OF PAVEMENT SDMH STORM DRAIN MANHOLE F.C. FINISH CONCRETE INV. INVERT RCP REINFORCED CONCRETE PIPE G.B. GRADE BREAK RGJ RUBBER GASKETED JOINT @ FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. SM. ST-13. @ EXISTING SURVEY MONUMENT FURNISH & INSTALL SMUT SIGN PER C.O.B. SM. T-1. FURNISH & INSTALL METRO STREET SIGN PER C.O.B. SM. T-1. Is FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. SM. ST-14. EBO FURNISH & INSTALL STREET LIGHT-9500 LUMEN PER C.O.B. SM. ST-14. RI-1 8 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. SM. T-19: "R1 -1" - STOP "W1 -7" - DOUBLE AWN Ile nR6-1* - ONE WAY "WI-6" - SINGLE ARROW nR5-10 - DO NOT ENTER owl -1 a - CURVE ARROW 1R26(CA)" - NO PARKING N3-3" - SIGNAL MEAD "R3 -5R" - RIGHT TURN ONLY "W3 -1" - STOP MEAD *R4-70 - KEEP RIGHT OS5-20 - END SCHOOL ZONE "R81 {CA)" - BIKE LANE '54-2m - WHEN CHILDREN ARE PRESENT mW31(CA)w - END *54-30 - SCHOOL *1114-10 - DEAD END 8112-10 - SPEED LIMIT 20 OW14-20 - NO OUTLET OR3-7" - RIGHT LANE MUST TUN RIGHT n39 CAL-TRANS MARKER OR STRIPING DETAIL NUMBER J" CAL-TRANS TYPE IV ARROW LEFT OR RIGHT AS APPLICAKE LEGEND: (CON'T)- . 36322 Aj TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION 0 CONSTRUCT STORM BRAIN PER CITY STANDARDS 0 CONSTRUCT STORM DRAIN MANHOLE TYPE 09 PER C.O.B. SM. SW-4. CONSTRUCT CATCH BASIN TYPE `9 PER QMB. SM. 0-14. r7riol"" Ni� CONSTRUCT TYPE *G07 INLET PER CALTRANS SM. D748. .............. %- . s SEVER - REFER TO E.N.C.S.D. YR. NO. 6642 SEVER & WATER PLANS SEVER MANHOLE - REFER TO E.N.CS.D. 1R. NO. 6642 SEVER & WATER PLANS SEVER CI.EANOUT - REF M EN.C.S.D. TR. NO. 6642 SM & WATER PLANS CONSTRUCT 16' BOTTOM MOTH DRIVEWAY w t3" WINGS PER C.O.B. SM. ST-4. (UNLESS OTHERWISE NOTED) PHASE BOUNDARY PROPOSED EDGE OF PAVEMENT TS FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT IR FURNISH & INSTALL RP49AMON CONDUIT 1C FURNISH & INSTALL INTERCONNECT CONDUIT 113 -5 T R-6 FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT TR3=N0- 3 1/2 SIZE TR5=NO. 5 SIZE TR6=N0. 6 SIZE CURVE NUMBER FOR CURVE DESCRIPTION ALONG CURB TAPER NUMBER FOR TAPER DESCRIPTION ALONG CURB ITEM OF WORK - SEE SCHEDULE 'SECTION DESIGNATION: SECTION LETTER 2 now afmmmommimm SHEET WHERE SECTION IS SHOWN Underground. Service Alert Call: TOLL FREE 1-800-227-2600 TWO WORKING DAYS BEFORE DIGGING O TES: 1. SE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN PLANS AND DETAILS. 2. LOCAL STREET - PAVEMENT SHALL BE EITHER: A) 0-20# TYPE 080 A.C. OVER OW AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO 95% RELATIVE DENSITY PER CO.B. SM. ST-9. B) 0.209 TYPE NBN A.C. OVER 0.50' AGGREGATE BASE OVER 0.50' SUB-BASE WITH MINIMUM R-VALUE OF 40 OVER 0.50' COMPACTED O.G. TO 95% RELATIVE DENSITY PER C.O.B. SM. ST-9. 3. ALL CATCH BASINS TO BE TYPE ng WITH 3.5 WM94M PER C.O.B. SM. 0-14m, UNLESS NOTED OTHERWISE. 4. SEWER & WATER SHOWN FOR REFERENCE ONLY. SEE SEWER & WATER PLANS FOR DETAILS. 5. SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PMT PER CALTRANS STANDARD SPECIFICATION 8010-21C-19 ALL TEMPORARY STRIPING AND MARKING DESIGNATED WITH (T) SHALL BE STRIPING TAPE {SSP) OR WA MURNE PAINT. ALL OTHER STRIPING AND MARKING SHALL BE THERMOPLASTIC PER CALTRANS STANDARD SPECIFICATION 8010-21C-19, UNLESS OTHERMSE INDICATED. 6. IMPROVEMENTS ON KERN CANYON ROAD ARE SHOWN FOR REFERENCE ONLY REFER TO CALTRANS SR-184 IMPROVEMENT PLANS FOR CONSTRUCTION. 7. NO WORK SHALL BE PREFORMED IN SR-184 RIGHT-OF-WAY (CALTRANS) UNTIL AN ENCROACHMENT PERMIT IS OBTAINED. w 0 10 N ,--I Dt :z CD :z z C,4 C4 wow LLJ > um 4 -mom ZW 14C )- to 4LD 8 Ile z cnm 0 C4 Fn UJ UJ w C6 m Cj Ac 0- 0- a, Uj sss LLJ.LLJ LLj Go 1W) N C%4 1/2" BITUMINOUS JOINT FILLER STD. M•H. FRAME AND COVER AS PER STD. DTL. S-8 DRILL & EPDXY & #5 0 8n O.D. " JUNCTION BOX AS PER EXISTING 7 HEADWALL -19 STD. D11. S 3-1 "x12" GALVANIZED BARS 6" fi 6 EXISTING 36" RCP U U U i\.....PROP B 00 , I }a' ° � i �- � 1 7 � - DRILL & EPDXY 1 #5 0 8" O.C. 1 /2n BITUMINOUS JOINT FILLER SECTION A-A 24' RGJ-RCP lb &* 'k V. .01 do > e 100, Ile REINFORCEMENT AS el #5 08 O.C. It V -.01 �,,.,01 \ PER STD. DTL. S-19 EACH WAY P9 , V .-, \ Z , -\ -.- i. lee • 100, 110r DRILL & EPDXY .00, 15 3" INTO •� /'� \� \\ / "00",\ EXISTING HEADWALL '4 "X A. e. L. PC 3 ft tl % I _ SECTION B -B 4C Z M 1­0 000 INC F5 g:: , Ob o C; co 430. +Goq • w ;; an 0 t;:i Lai DRAIN EASEMENT TO C.O.B. 24!w 20+00 INSTALL DRAIN INLET- SINN 18" STORM DRAIN LINE ALONG TRACT BOUNDARY (EAST) SCALE: 1m = 50' HORIZONTAL 1 w = 10' VERTICAL m z w COLLEGE AVENUE F SEE SHEET 8 VK ..j Z; Z2 WATERGRASS ROAD SEE SHEET 10 SEE LEFT zo 3020' ' :� 11 F 9 �j 18 1 -4 4 1 1 E.C. RAD. N89*27102"W STA. 20+31.06 C.L. I 1� STA. 19+74.20 C.L. 196.60RT. WATERGRASS RD. INSTALL. CMP RISER n w 72, R alm. m-ridt.1w D.Uutl. WATERGRASS RD. I LEGEND LEGEND G N 'T) ("0 100, V, .01, -1 STA. 19+74.20 C.L. 199.1ORT. Mz Z I •3 49.57 < / %�' ' ' '� jE WATERGRASS RD. )72a Ck INTERSECTION STA. 19+31-96 C.L. WATERGRASS RD.= 87 C 5 co RAD. S88047'50"W + + V_ 0: SEE DETAIL BELOW rA 6AW T� go STORM DRAIN MANHOLE NO. 1A 1 18 1 -4 4 1 1 E.C. RAD. N89*27102"W STA. 20+31.06 C.L. I 1� STA. 19+74.20 C.L. 196.60RT. WATERGRASS RD. INSTALL. CMP RISER n w 72, R alm. m-ridt.1w D.Uutl. WATERGRASS RD. I LEGEND LEGEND G N 'T) ("0 100, V, .01, -1 STA. 19+74.20 C.L. 199.1ORT. 1590.00' AjaEjRE\t4A'n0NS 49.57 03'34`18" / %�' ' ' '� 1595.00' WATERGRASS RD. )72a Ck INTERSECTION STA. 19+31-96 C.L. WATERGRASS RD.= TOP OF MANHOLE/TOP OF CLEMOUT ELEVATION FRAME RAD. S88047'50"W J SEE DETAIL BELOW rA STA. 14+41.58 C.L. KYLE CT. 1 ELEV. ELEVATION E.V.C. END VERTICAL CURVE 13 1. IRON P1 8 80 SEWR PER STD. DTL. S -19 B.C.R. `50"W 0 CONSTRUCT STORM DRAIN MANHOLE TYPE mAm PER C.O.B. SM. S11-4. T T f4 01 1r4CK AT CENTER UP 12" FOR N. COR. SEC. I" E.C.R. 4j S888`47 F AD LR.NW3VOrI RE DRAINAGE EASEMENT RAID. N8W30501 NE k 30, 29/29 F& R/S BK. 5. PG. 192 B.C. BEGIN CURVE P.C.C. POINT OF COMPOUND CURVATURE le DRAIN 186.591 M C.O.B• PER AMENDED MAP I W DRAIN 17.5U ,,, 0 LLJ C -4 _ s SWIM 1 f INSTALL DRAIN MANHOLE NO. 2A }''a ' _ - � - 589"27"02"E CEEP CONSTRUCT TYPE nGOr INLET PER CALTRMS SM. D748. STA. 19+74.20 C.L., 181.59RT. s _ U-j ,,, CD 't 10, WATERGRASS RD. INVERT RCP R1113WORCM CONCRETE PIPE 52 Cn SEWER - REFER M E.N.C.S.D. TR. NO. 6642 SEVER & WATER PLANS MOM now amm - -W O GRADE BREAK RGJ RUBBER GASKETED JOINT cim 8" WATER 2 j -__ v____�__ ____._. _W____ mosm TRACT BOUNDARY C SEVER CLEANOUT - REFER TO E.N.C.S•D. TR. NO. 6642 SEWER & WATER PLANS #5 30 INTO 0 18 O.C. 20' + + 74 @ w36 12 CONSTRUCT Ifis BOTTOM WIDTH DRIVEWAY W/311 WINGS cV FURNISH & INSTALL STREET SIGN PER C.O.B. SM. T -1. PER C.O.B. SM. ST-4• (UNLESS OTHERWISE NOTED) :z :z �� WATERGRASS ROAD PHASE BOUNDARY % FURNISH & INSTALL METRO STREET SIGN PER C.O.B. SM. T-1. SEE SHEET 10 ROPOSED EDGE OF PAVEMENT CD 708 rS F 4 t ­----­-I-------------- ____ - 708 t IL10. Al 1 -2-1-1 6h 1, ME m nr 7nA 700 696 692 688 684 680 676 672 668 664 660 656 652 700 696 692 688 004 680 672 664 660 656 652 -FICU" UK i AIR t 648 21+00 2D+00 22 +s .,_00 23+00 24+00 25+00 2� Ile > CURVE RADIUS LEGEND LEGEND G N 'T) ("0 100, V, .01, -1 1 1590.00' AjaEjRE\t4A'n0NS 49.57 03'34`18" / %�' ' ' '� 1595.00' F.L. FLOKK P.O.V.C. POINT ON VERTICAL CURVE 122 • 10-0 0 M 36- TOP OF MANHOLE/TOP OF CLEMOUT ELEVATION FRAME REINFORCEMENT AS C.L CENTERLINE B.V.C. BEGIN VERTICAL CURVE CONSTRUCT STORM DRAIN PER CITY STANDARDS 15 0 6m O.C. \V* COVER ELEV. ELEVATION E.V.C. END VERTICAL CURVE 160 EACH WAY AS PER STD. PER STD. DTL. S -19 B.C.R. BEGIN CURB RETURN P.I. POINT OF INTERSECTION 0 CONSTRUCT STORM DRAIN MANHOLE TYPE mAm PER C.O.B. SM. S11-4. z I" E.C.R. END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE 47 DTL. S-8 B.C. BEGIN CURVE P.C.C. POINT OF COMPOUND CURVATURE CONSTRUCT CATCH BASIN TYPE ne PER C.O.B. SM. 0-14. \> P.I.V.C. POINT OF INTERSECTION T.C. TOP OF CURB IS .............. OF VERTICAL CURVE T.P. TOP OF PAWA"T CEEP CONSTRUCT TYPE nGOr INLET PER CALTRMS SM. D748. Z SDM­H STORM BRAIN MANHOLE F.C. FINISH CONCRETE 't 10, INV. INVERT RCP R1113WORCM CONCRETE PIPE SEWER - REFER M E.N.C.S.D. TR. NO. 6642 SEVER & WATER PLANS Ji G.B. GRADE BREAK RGJ RUBBER GASKETED JOINT SEVER MANHOLE - REFER TO E.N.CS.D. TR. NO. 6642 SEVER WATER PLANS DRILL & EPDXY -__ v____�__ ____._. _W____ FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. SM. ST-13. C SEVER CLEANOUT - REFER TO E.N.C.S•D. TR. NO. 6642 SEWER & WATER PLANS #5 30 INTO 0 18 O.C. EXISTING HEADWALL ,A \00�, -4- @ ENSTING SURVEY MONUMENT CONSTRUCT Ifis BOTTOM WIDTH DRIVEWAY W/311 WINGS FURNISH & INSTALL STREET SIGN PER C.O.B. SM. T -1. PER C.O.B. SM. ST-4• (UNLESS OTHERWISE NOTED) :z :z PHASE BOUNDARY % FURNISH & INSTALL METRO STREET SIGN PER C.O.B. SM. T-1. W ROPOSED EDGE OF PAVEMENT CD Of FURNISH do INSTALL STREET LIGHT-5800 LUMEN PER C.O.B. SM. ST-14. FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT Ts E FURNISH & INSTALL STREET LIGHT-9500 LUMEN IS C.O.B. SM. ST-14. IR FURNISH & INSTALL IRRIGATION CONDUIT M RI-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. SM. T-19: FURNISH & INSTALL INTERCONNECT CONDUIT Ic 1/2 " BITUMINOUS 1�w "RI -f - STOP OWI--r DOUBLE ARROW T83 TR5 T R-6 FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT TR3=N0. 3 1/2 SIZE TR5=NO. 5 SZE IR6=NO. 6 SIZE JOINT FILLER 0116-1 a - ONE WAY "W1 -6" SINGLE ARROW (CONTINOUS BETWEN NEW BOX mR5-1` - 00 NOT ENTER 0111-1m CURVE ARROW 0 CURVE NUMBER FOR CURVE DESCRIPTION ALONG CURB & EXISTING HEADWALL) ORN(CA)r - NO PARKING 0113-3m SIGNAL AHEAD 0 TAPER NUMBER FOR TAPER DESCRIPTION ALONG CURB cr - = "R3 -5R „ - RIGHT TURN ONLY mV13-1" STOP AHEAD f. 8114-11" - IKEEP FIGHT mS5-2" - END SCHOOL ZONE m M OF WORK - SEE SCHEDULE wR81(CA)" - BIKE LANE mS4-2" - WHEN OMM64 ARE PRESENT N1131(CA)w - END MS4_30 - SCHOOL SEC11ON I DESIGNATION: mW14-10 - DEAD END "R2 -1" - SPED LIMIT 20 ILI JUNCTION BOX dw OW14-20 - NO OUTLET 1113-70 - RIGHT LANE MUST TURN RIGHT AL Asell.m r% A d%k 391 F C& -TRANS MARKER OR STRIPING DETAIL NUMBER in 2 CAL-MANS M IV MOW LEFT OR RIGHT AS APPLICABLE SHEET WHERE SECTION IS SHOWN ix Of of- X 0 Pei .00 C) w co C3 04 C11.4 cc am am 4r. qV Li' r- R-.n ARM 00 04 pt _44-- t AV own V. I z w C4 .4c 0 rw-- maw IM31 _rA Go F. Mt-en < go ©o w "A a. W)do + C4 LU > rx LLJ U3 C14 m If 40 I 3 woo U)_ft_;z_Q X IOSTALL 5 76 LF INS ALL 72.* LF rIn A EK 700 696 692 688 004 680 672 664 660 656 652 -FICU" UK i AIR t 648 21+00 2D+00 22 +s .,_00 23+00 24+00 25+00 2� Ile > CURVE RADIUS LEGEND LEGEND G N 'T) ("0 100, V, .01, -1 1 1590.00' AjaEjRE\t4A'n0NS 49.57 03'34`18" / %�' ' ' '� 1595.00' F.L. FLOKK P.O.V.C. POINT ON VERTICAL CURVE 122 • 10-0 0 M 36- TOP OF MANHOLE/TOP OF CLEMOUT ELEVATION FRAME REINFORCEMENT AS C.L CENTERLINE B.V.C. BEGIN VERTICAL CURVE CONSTRUCT STORM DRAIN PER CITY STANDARDS 15 0 6m O.C. \V* COVER ELEV. ELEVATION E.V.C. END VERTICAL CURVE 160 EACH WAY AS PER STD. PER STD. DTL. S -19 B.C.R. BEGIN CURB RETURN P.I. POINT OF INTERSECTION 0 CONSTRUCT STORM DRAIN MANHOLE TYPE mAm PER C.O.B. SM. S11-4. ,v` I" E.C.R. END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE 47 DTL. S-8 B.C. BEGIN CURVE P.C.C. POINT OF COMPOUND CURVATURE CONSTRUCT CATCH BASIN TYPE ne PER C.O.B. SM. 0-14. \> P.I.V.C. POINT OF INTERSECTION T.C. TOP OF CURB IS .............. OF VERTICAL CURVE T.P. TOP OF PAWA"T CEEP CONSTRUCT TYPE nGOr INLET PER CALTRMS SM. D748. Z SDM­H STORM BRAIN MANHOLE F.C. FINISH CONCRETE 't 10, INV. INVERT RCP R1113WORCM CONCRETE PIPE SEWER - REFER M E.N.C.S.D. TR. NO. 6642 SEVER & WATER PLANS %.14 G.B. GRADE BREAK RGJ RUBBER GASKETED JOINT SEVER MANHOLE - REFER TO E.N.CS.D. TR. NO. 6642 SEVER WATER PLANS DRILL & EPDXY -__ v____�__ ____._. _W____ FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. SM. ST-13. C SEVER CLEANOUT - REFER TO E.N.C.S•D. TR. NO. 6642 SEWER & WATER PLANS #5 30 INTO 0 18 O.C. EXISTING HEADWALL ,A \00�, @ ENSTING SURVEY MONUMENT CONSTRUCT Ifis BOTTOM WIDTH DRIVEWAY W/311 WINGS FURNISH & INSTALL STREET SIGN PER C.O.B. SM. T -1. PER C.O.B. SM. ST-4• (UNLESS OTHERWISE NOTED) :z :z PHASE BOUNDARY % FURNISH & INSTALL METRO STREET SIGN PER C.O.B. SM. T-1. W ROPOSED EDGE OF PAVEMENT CD Of FURNISH do INSTALL STREET LIGHT-5800 LUMEN PER C.O.B. SM. ST-14. FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT Ts E FURNISH & INSTALL STREET LIGHT-9500 LUMEN IS C.O.B. SM. ST-14. IR FURNISH & INSTALL IRRIGATION CONDUIT M RI-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. SM. T-19: FURNISH & INSTALL INTERCONNECT CONDUIT Ic 1/2 " BITUMINOUS 1�w "RI -f - STOP OWI--r DOUBLE ARROW T83 TR5 T R-6 FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT TR3=N0. 3 1/2 SIZE TR5=NO. 5 SZE IR6=NO. 6 SIZE JOINT FILLER 0116-1 a - ONE WAY "W1 -6" SINGLE ARROW (CONTINOUS BETWEN NEW BOX mR5-1` - 00 NOT ENTER 0111-1m CURVE ARROW 0 CURVE NUMBER FOR CURVE DESCRIPTION ALONG CURB & EXISTING HEADWALL) ORN(CA)r - NO PARKING 0113-3m SIGNAL AHEAD 0 TAPER NUMBER FOR TAPER DESCRIPTION ALONG CURB cr - = "R3 -5R „ - RIGHT TURN ONLY mV13-1" STOP AHEAD f. 8114-11" - IKEEP FIGHT mS5-2" - END SCHOOL ZONE m M OF WORK - SEE SCHEDULE wR81(CA)" - BIKE LANE mS4-2" - WHEN OMM64 ARE PRESENT N1131(CA)w - END MS4_30 - SCHOOL SEC11ON I DESIGNATION: mW14-10 - DEAD END "R2 -1" - SPED LIMIT 20 SECTION LETTER JUNCTION BOX dw OW14-20 - NO OUTLET 1113-70 - RIGHT LANE MUST TURN RIGHT SCALE: I ff 2' 391 F C& -TRANS MARKER OR STRIPING DETAIL NUMBER in 2 CAL-MANS M IV MOW LEFT OR RIGHT AS APPLICABLE SHEET WHERE SECTION IS SHOWN 704 700 696 692 688 684 680 676 672 668 664 660 958 52 48 QRAINAGE EASEMENT SCALE: 1" = 50' HORIZONTAL 1" = 10" VERTICAL CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA' 1 1590.00' 99.10' 49.57 03'34`18" 2 1595.00' 133.405 1 66.74! OC47931 0 RECoORD.RAW1 Z' S TI ON SCALE: 1" - 50" HORIZ.\J%w3w0wJ 1'0 = 101 VERT. VA PROVIDE 4 - 12"06" OPENINGS 2 REVISION APPROYED T3Y.- ROGM A. MCINTOSH DATE W/17" SEPARATION BETWEEN OPENINGS. R.C.E. 33322 EXP. 6/30/14 SHALL BE 1/2" DIAMETER BARS SPACED NOT MORE THAN 2" O.C. 2X WN, 704 700 696 692 688 684 680 676 672 $610 668 664. Soo 656 652 648 LIDM BE l STEEL PL FAS I CMP MATH 3/8" BOLTS AT 1/8 POINTS OR ELEVATION 50' BETTER. ME PLN A k PROFILE I N /R L-0.30 600 10 11 A A Polo REVI ON WPROVED BY, MA MAN SHAW C.E. IV DATE R.C.E. 32178 EXP. 12/31/14 GROUT. NOTES: 1. SE SEWER AND STORM DRAIN PLANS FOR STORM BRAIN PLANS AND DETAILS. 2. LOCAL STREET - PAVEMENT SHALL BE EITHER: A) 0.201 TYPE V A.C. OVER OW AGGREGATE BASE OVER 0.50` COMPACTED O.G. TO 951E RELATIVE DENSITY PER C.O.B. SM. ST-9. 8) &2W TYPE V A.C. OVER OW AGGREGATE BASE OVER 0.50! SUB-BASE WITH AftUM R-VALUE OF 40 OVER 0.50' COMPACTED OA TO 95% RELATIVE DENSITY PER CO.B. SM. ST-9. I ALL CATCH BASINS M BE TYPE 'PA7 WITH 35 OPEN NGS PER C.O.B. SM. D -14, UNLESS NOTED OTHERWISE. 4. SEWER & WATER SHOWN FOR 1111YERMCE ONLY. SE SRO & WATER PLANS FOR DETAILS. 5. SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION 8010-21C-19 ALL TEMPORARY STRIPING AND MARKING DESIGNATED WITH (7) SHALL BE STRIPING TAPE (SSP) OR WA I 3OURNE PAIN• ALL OTHER STRIPING AND MARKING SHALL BE THERMOPLASTIC PER CALTRMS STANDARD SPECIFICATION 8010-21C-19, UNLESS OTHERWISE INDICATED. 6. IMPROVEMENTS ON KERN CANYON ROAD ARE SHOWN FOR REFERENCE ONLY REFER M CAL7RANS SR-184 IMPROVEMENT PLANS FOR CONSTRUCTION. 7. NO WOW SHALL BE PREFORMED IN SR-184 RIGHT-OF-WAY (CALTRANS) UNTIL AN ENCROACHMENT PENT IS OBTAINED. 18" RCP--j INV. GD. SEE PLAN PROFILE SEE PLAN k PROFILE 6 CONCRETE SHALL BE CLASS A 6" 6" PORTLAND CEMENT CONCRETE. 72" -- I rlNTEMPORARY DRAINAGE STRUCTURE NO SCALE 2% 1AIN• Underground Service Alert Call: TOLL FREE 1- 800 -227- -2600 TWO WORKING DAYS BEFORE DIGGING f I �Nr� >_ m %m ET 18 RGJ- 01.3 .1 on -A-w_1xw Iv- CD M M LLj LLI bo w • wo %OAF • 160 +! APPROXIh ATE _ L& WIN* �; L" XISENG GRADE 1Uj (n W I& I" 1.1.80% .............. Z :z A INVERT SEVAER 0 %.14 :z J� 4w 40 40 4m Mm"'m -__ v____�__ ____._. _W____ 1\-INVIRT 180 URAIN � _� RECoORD.RAW1 Z' S TI ON SCALE: 1" - 50" HORIZ.\J%w3w0wJ 1'0 = 101 VERT. VA PROVIDE 4 - 12"06" OPENINGS 2 REVISION APPROYED T3Y.- ROGM A. MCINTOSH DATE W/17" SEPARATION BETWEEN OPENINGS. R.C.E. 33322 EXP. 6/30/14 SHALL BE 1/2" DIAMETER BARS SPACED NOT MORE THAN 2" O.C. 2X WN, 704 700 696 692 688 684 680 676 672 $610 668 664. Soo 656 652 648 LIDM BE l STEEL PL FAS I CMP MATH 3/8" BOLTS AT 1/8 POINTS OR ELEVATION 50' BETTER. ME PLN A k PROFILE I N /R L-0.30 600 10 11 A A Polo REVI ON WPROVED BY, MA MAN SHAW C.E. IV DATE R.C.E. 32178 EXP. 12/31/14 GROUT. NOTES: 1. SE SEWER AND STORM DRAIN PLANS FOR STORM BRAIN PLANS AND DETAILS. 2. LOCAL STREET - PAVEMENT SHALL BE EITHER: A) 0.201 TYPE V A.C. OVER OW AGGREGATE BASE OVER 0.50` COMPACTED O.G. TO 951E RELATIVE DENSITY PER C.O.B. SM. ST-9. 8) &2W TYPE V A.C. OVER OW AGGREGATE BASE OVER 0.50! SUB-BASE WITH AftUM R-VALUE OF 40 OVER 0.50' COMPACTED OA TO 95% RELATIVE DENSITY PER CO.B. SM. ST-9. I ALL CATCH BASINS M BE TYPE 'PA7 WITH 35 OPEN NGS PER C.O.B. SM. D -14, UNLESS NOTED OTHERWISE. 4. SEWER & WATER SHOWN FOR 1111YERMCE ONLY. SE SRO & WATER PLANS FOR DETAILS. 5. SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION 8010-21C-19 ALL TEMPORARY STRIPING AND MARKING DESIGNATED WITH (7) SHALL BE STRIPING TAPE (SSP) OR WA I 3OURNE PAIN• ALL OTHER STRIPING AND MARKING SHALL BE THERMOPLASTIC PER CALTRMS STANDARD SPECIFICATION 8010-21C-19, UNLESS OTHERWISE INDICATED. 6. IMPROVEMENTS ON KERN CANYON ROAD ARE SHOWN FOR REFERENCE ONLY REFER M CAL7RANS SR-184 IMPROVEMENT PLANS FOR CONSTRUCTION. 7. NO WOW SHALL BE PREFORMED IN SR-184 RIGHT-OF-WAY (CALTRANS) UNTIL AN ENCROACHMENT PENT IS OBTAINED. 18" RCP--j INV. GD. SEE PLAN PROFILE SEE PLAN k PROFILE 6 CONCRETE SHALL BE CLASS A 6" 6" PORTLAND CEMENT CONCRETE. 72" -- I rlNTEMPORARY DRAINAGE STRUCTURE NO SCALE 2% 1AIN• Underground Service Alert Call: TOLL FREE 1- 800 -227- -2600 TWO WORKING DAYS BEFORE DIGGING f I �Nr� >_ m CL Of < CD M M Z :z 0 %.14 :z Fn Cn W F- i- > :z :z Ld W W CD Of m M :z m <:j cn Cj cr - = m 0- dw M in C3 ix Of of- Pei C) w co C3 04 C11.4 < 4r. C) C-4 r- C)I 00 04 M* "I i,MACTS NO. 6603 & 6604 TEMPORARY CMP-2 RISER/END PIPE STA. 33+33.02 C.Lo 3&24LT. TEMPORARY CMP-3 RISER NOTE &AwicADEs HALL BE SEE DETAIL ON SHT-13 FD. 6" IRON PIPE I/s/HUG & TA("X AT R!"), 2" IRON PIPE TAGGED RICE 17564 110' WIT UNOCAL CALIFORNIA PIPELINE STA. 36+62.13 C.L. 38.24LT. FOR 1/16 COR. PER P,M. 8122, P.M. REMOVED W14EN THE NMT)i SIDE OF FF D 2""' IRON PIPE TAGGED CO. RIGHT OF WAY AGREEMENT PER SEE DETAIL ON SHT-13 �.__ENTER UP 12 FOR N. 1/4 CCP. SEC. COLLEGE AVENUE IS CONSTRUCTED. r- BK. 35 PG, 159 RCr_ 115177 NOT OF RECORD----\ DOC. NO, 0198004117 O.R. /-l'30, 291/29 PEP R/S BK, 15t PG. 192 R/W *r-DRAIW 7 SWC 0 3!d' TRACT BOUNDARY TRACT BOUNDARY INTERSECTION 45p R/W DEDICATION c` N PER PM 11322 ce STA. 36+76.49 CL, C0U.EGE AVE.= STA. 30+12.93 C.L. STA. 31+52.93 C.L., C0U.EGE AVE V STA. 12+05.78 C.L. IRELAND ST. - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - r*rW - - - I - % 30+00 N89*47 54 2+00(BASIS OF BEAR146).33+00 34+00 00 31+ %3 663.56" 36+oo +- 1. -111 1-% a j c41111111, IN_ we - lo zo to 4! VADE V-GUTTER .1 4� WATER _w 143s WATER L _w w ------ -- IeWATER `4eW 125.90! w1w swool --- id ­ ----- ­ ­­­­­ 1 - ------------------- -_ 'w Ic ic Ic ic Alk BEGIN CURB, GUTTER & SIDE RIW-,Or Rl - C4 R/W-/' STA. 30+12.93 C.L., 34.00RT. it STA* 30+12.93 F.L zz X 8 ST - 4M.-, T#� T LJ B.C.R./G.B. 611 FOR 18" DRAIN PIPE EYJSTING C) STA. 31+02.54 C.L. 34.00RT.= - U-) 1 1 30 -0 30[ SEE PLAN PROFILE ON V-GUTTER STA. 31+02.54 F.L. ------ SHEET 13R .20 uu_ 00 9 w 00 2 5 m + + 3 4 Eft ci It w co cn cn 95 7 IRELAND STREET SEE SHEET 4 COLLEE AVENUE SCALE*- 1 = 50" HORIZONTAL 1 10" VER11CAL ;A LE GN*l LEGEN D. `0 N t V_ Ate: TI N AIR RELEASE VALVE REFER TO E.N.C.S.D. TR. 10. W42 SEWER & WATER PLANS F.L. f LORM P.O.V C. POINT ON VERTICAL CURVE Y. TOP OF- MANHOLE/TOP OF CLEANOUT ELEVATION Cl., Etf V. CENTERLINE B.V.C. BEGIN VERTICAL CURVE ELEVATION E.V.Co END VERTICAL OAK CONSTRUCT STORlA DRAIN PER CITY STANDARDS ........... ...... -0 c e. Atert Undorqr u_n d Sam SX,R. E.C.R. BEGIN CURB RETURN P.I. P 0 OF END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE ONS7 UC b STORM DRAW MANHOLE TYPE "A7 PER C.O.B. SID. SW-t .. B.C. HEQN CURVE P.C.C. POINT OF COMPOUND CURVATURE CONSTRUCT CAT 04 BASIN TYPE *Ar PER C.G.B. STD. D-I*. Cotloo TOLL FREE P.I.V.-C. POINT OF INTERSECTION T.C. TOP OF CURB OF VERTICAL OJRVE T.P. TOP OF PAVEMENT Czft= CONSTRUCT TYPE *W INLET PER CALTRANS STD. D74& 1-800-227-2600 SMH INV. STORM DRAIN MANHOLE F.C. FINISH CONCRETE INVERT RCP REINFORCED CONCRETE PIPE s SEWER - REF TO E.N.C.S.D. TR. NO. 6642 SEWER & WATER PLANS r*O W01WNG DAYS BEFORE DIWNG G.S. GRADE BREAK RGJ RUBBER C"ETED JOINT SEWER MANHOLE REFER TO EXQS.D. TR NO. 6642 SEWER & WATER PLANS FURNISH & INSTALL SURVEY MONLIMENT PER C0.8. STD. ST-13. SEWER MEANOUT RM TO E.N.C.&D. TR. NO. 6642 SEWER & WATER PLANS EXISTING SURVEY MONUMENT CONSTRUCT W BOTTOM WIDTH DRIVEWAY WIS WINGS M* toa. STD. ST-4. (UNLESS OTHERWISE NOTED) NO ESO INSTAU- STREET SM PER C,0.8. STD. T-l* .. lxm� "mom. PHASE NUtOMY + fWdSH & INSTALL ME= STREET SO4 PM C.O.B. . -. STD T 1 1. SEE SEWER AM STORM IRAN PLANS FOR STORM DRAIN PLANS AND DETAILS.- PROPOSED EM OF PAVEMENT 2. LOCAL STREET - PAVEMENT S14ALL BE EITHER: FURNISH & INSTALL STREET UGHT-580D LUMEN PER C.O.B. STD. ST-14. Ts FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT A) 0.2V TYPE *Bm A.C. OVER 0.96 AGGREGATE BASE OVER 0.56 COMPACTED O.G. TO 95% RELATIVE DENSITY PER C.O.B. STD. ST-9. FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C,0.8. SM. ST 14. IR FURNISH & INSTALL IRRIGATION CONDUIT B) 0.2W TYPE *B* A.C. OVER 0.5V AGGREGATE BASE OVER O. SUB-BASE Rl - l FURNISH & INSTALL INTERCONNECT CONDUIT WITH MINIMUM R-VALUE OF 40 OVER 0.56 COMPACTED 0.& TO 95% FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD, T-19: RELATIVE DEN T` PER C.O.B. STD-. ST-9. *Rl-l* STOP 'Wt-7* DOUBLE ARROW FURNISH & 04 STALL 7LIM BOX FOR INTERCONNECT 3. ALL CATC14 BASINS TO BE TYPE *A7 WITH 3.5 OPENINGS PER C.O.B. STD. D-14, g'v 'N *R6-1* ONE WAY *WI-6" SINGLE ARROW TR3440. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=No. 6 SIZE UNLESS NOTED OTHERWISE. *R5-1* DO NOT ENTER *M-I* CURVE ARROW CURVE NUMBER FOR CURVE DESCRIPTION ALONG CURB 4. SEWER WATER SHOWN FOR SE.E SEWE WA R ENCE ONLY. _R 70. PLANS FOR DETAILS. *R26(CA)" NO PARKING '*W3-r - SK;NAL AHEAD 5. SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT SMPING PAVEMENT R3-5r - RIGHT TURN ONLY N3-1 STOP AHEAD TAP UM ER. N _BER FOR TAPER DESCRIPTION ALONG CURB MARKINGS To BE THERMOPLASTIC PAINT PER CALTRANS, STANDARD SPECIFICATION *M *R4-7" - KEEP RIGHT '*S5-2* - END SC1400L ZONE '*S4-2* ITEM OF WORK - SEE SCHEDULE 8010-21C-19 ALL 70"ARY STRIPING AND MARKING DES007ED WITH (T) SHALL BE STRIPING TAPE (SSP) OR WATERMWE PAINT. ALL OTHER STRIPING AND MARKING Ni V, P4 CA - BIKE LANE - WHEN CHILDREN ARE PRESENT %ALL BE IHB31WLASTIC PER CALTRANS ST. ARD SPECIRCATION 8010_21C-19t N31 CA)" - ENO *S4-310 - r"OOL SLQnQN DESIGNATION; L94LESS OTHERWISE INDICATED. ­7 *Wt4-1* - DEAD END � *R2-1-* - SPEED LIMIT 20 *M4-2* - NO OUTLET *R3-7" - R04T LANE MUST TURN RICNT SECTtON LETWR & IMPROVEMENTS ON KERN CANYON ROAD ARE SOWN FOR REFERENCE ONLY REFER TO CALTRANS Sk -8-4- I�OVEMENT PLANS F CONSTRUCTION., W_ CAL-W.NS MARKER. OR STRIPING DETAIL NUMBER eeee � soft loommumm maimums 2, 7. NO WORK SHALL BE PREFORMED 94 SR-184 RIGHT-OF-WAY (CALTRANS) UNTIL AN CAL-TRANS TYPE IV ARROW LEFT OR R104T AS APPLICABLE SHEET WHERE SECTION IS S14OWN ENCROACHMENT PERMIT IS OBTAINED. R,.ECO��RD. RA,-ll­"