Loading...
HomeMy WebLinkAbout6.1-1632 Record DrawingA.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 PG 64--10 viscosity graded asphalt, unless otherwise directed by the Engineer. Asphalt binder for Type B (modified) asphalt concrete shall be PG 64 -10 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 An 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 nonce 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 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 Engineer. STANDARD NOTES 1. ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS AND SPECIFICATIONS OF THE CITY OF BAKERSFIELD. 2. THE FOLLOWING CITY OF BAKERSFIELD STANDARDS SHALL BE CONSIDERED PART OF THESE PLANS: ST-1. ST-3, S T- 6, ST-7, ST-9, ST-10, ST -11, ST -13, ST -14, ST -17, ST -19, T -1 3. PAVING FOR VINELAND ROAD SHALL BE: 0.45' TYPE "A" A.C. OVER 1.75' CL 2 AGGREGATE BASE OVER 0.50' COMPACTED O.G., O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.Q.B. STD. ST 9. PAVING FOR HIGHLAND KNOLLS DR. & BEDFORD GREEN DR. SHALL BE: 0.30' TYPE "B" ASPHALT CONCRETE OVER 1.00' AGGREGATE BASE OVER 0.50' Q.G., O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY DENSITY PER C.O.B. STD. ST -9. 4. INSTALL STANDARD SURVEY MONUMENT FRAME AND COVER PER CITY OF BAKERSFIELD STD. DWG. ST -13. TO BE INSTALLED O EXISTING 5. INSTALL TRAFFIC CONTROL SIGNS INSTALL STANDARD STREET NAME SIGNS PER C.O.B. STD. T -1 INSTALL METRO SIZE STREET NAME SIGNS PER C.Q.B. STD. T -1 --0-- INSTALL STANDARD STREET LIGHTS, 5800 LUMEN H.P.S.V. ON 16' • POST TOP PER DETAIL HEREON. - D INSTALL STANDARD STREET LIGHTS, 9500 LUMEN H.P.S.V. STREET. LIGHTS SHALL MATCH THOSE EXISTING IN THE VICINITY IN ACCORDANCE WITH COB DETAIL ST -14. 6. INSTALL TYPE "B" CURB AND GUTTER, PER C.O.B. STANDARDS ST -1. 7. INSTALL HANDICAP RAMPS PER CALTRANS 2006 REVISED DUAL UNITS STANDARD PLAN RSP A88A CASE A. 8. INSTALL 5.5' SIDEWALK ON ALL STREETS UNLESS OTHERWISE NOTED PER COB ST -3 9. 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. 10. ALL MANHOLE AND LAMPHOLE FRAME AND COVERS SHALL BE SET 1/4"' BELOW PAVEMENT GRADE. 11. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED AT LEAST 2 WORKING DAYS PRIOR TO CONSTRUCTION. 1 -800- 227 -2600. 12. 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. 13. AN OPEN STREET PERMIT SMALL 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. 14. AGGREGATE BASE: AGGREGATE BASE MATERIAL FOR ARTERIAL & COLLECTOR ROADWAYS SHALL BE CRUSHED AGGREGATE BASE (CAB) CONFORMING TO SECTION 200 -2.2 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION ( "GREENBOOK "). AGGREGATE BASE MATERIAL FOR LOCAL ROADWAYS SHALL BE EITHER CAB OR CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200 -2.4 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION. 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. 15. 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. 16. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. 17. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. (661) 326 -2049 18• 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 THIS SITE, CONTRACTOR IS REQUIRED TO COMPLY WITH THE PROVISIONS OF SAID PLAN. 19. 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. 20. PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. SHOULD CONDITIONS BE CHANGED, A REVISED PLAN SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING. 21. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL ALONG CITY STREETS FOR THE DURATION OF THE WORK, INCLUDING NIGHTS, WEEKENDS AND HOLIDAYS. TRAFFIC CONTROL SHALL CONFORM TO THE GUIDELINES OF THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION'S "MANUAL OF TRAFFIC CONTROL FOR CONSTRUCTION AND MAINTENANCE WORK ZONES" AND CITY STANDARDS. ONE LANE FOR EACH DIRECTION OF TRAFFIC SHALL BE MAINTAINED AT ALL TIMES. THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE START OF ANY CONSTRUCTION. NO STREET PERMIT WILL BE ISSUED NOR SHALL ANY CITY INSPECTION BE PROVIDED UNTIL SAID TRAFFIC CONTROL PLAN HAS BEEN APPROVED BY THE CITY ENGINEER. LEGENQ: ABBREVIATIONS F. L. BOWLINE P.O. V. C. POINT ON VERTICAL CURVE BENCHMARK. C.L. CENTERLINE B.V.C. BEGIN VERTICAL CURVE ELEV. ELEVATION E.V.C. END VERTICAL CURVE U.S.G.S. Y -292, ELEVATION = 782.57 B.G.R. BEGIN CURB RETURN P.I. POINT OF INTERSECTION B.C. IN 9" CONC. PAD 14.5' N.W. OF STREET SIGN AND 51.50' FROM E.C.R. END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE CENTERLINE OF HIGHWAY 178 AND LENE PLACE. KERN COUNTY B.C. BEGIN CURVE PCC POINT OF COMPOUND CURVATURE E. C. END CURVE TC TOP OF CURB BASIS OF BEARINGS. P.I.V. C. POINT OF INTERSECTION T.P. TOP OF PAVEMENT OF VERTICAL CURVE F.C. FINISH CONCRETE THE BEARING OF N00'32'24'�E, SHOWN FOR THE EAST LINE OF QQ FURNISH &INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. PARCEL 1 OF PARCEL MAP N0. 10182, FILED FOR RECORD IN BOOK 47 AT PAGES 120 AND 121 IN THE OFFICE OF THE KERN COUNTY 4115. VINELAND SCHOOL f� EXISTING SURVEY MONUMENT RECORDER, WAS USED AS THE BASIS OF BEARINGS HEREON. -+- FURNISH &INSTALL STREET NAME SIGN PER C.O.B. STD. T -1. �- FURNISH &INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T -1. -O- FURNISH &INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. -�- FURNISH &INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. DET. ST -14 R1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: "R1-1"- STOP " "W3 -1" - STOP AHEAD "R6 -1" - ONE WAY " "S5 -2 "- END SCHOOL ZONE "R5 -1" - DO NOT ENTER " "S4 -2" -WHEN CHILDREN ARE PRESENT "R26(CA)" - NO PARKING " "S4 -3" - SCHOOL "R3 -5R" - RIGHT TURN ONLY " "R2 -1" - SPEED LIMIT 20 "R4 -7" - KEEP RIGHT " "R7 -9" - NO PARKING /BIKE LANE "R81(CA)" - BIKE LANE "W31(CA)" - END W /0M4 -3 MARKER N NOTE: "W14 -1" - DEAD END S SIGN NUMBERS ARE FEDERAL CODES "W14 -2" - NO OUTLET U UNLESS OTHERWISE INDICATED BY "W1 -7" - DOUBLE ARROW ( (CA). (CA) INDICATES CALIFORNIA PROJECT SITE TRACT BOUNDARY VCINITY MAP PROPOSED EDGE OF PAVEMENT NO SCALE Ic FURNISH &INSTALL INTERCONNECT CONDUIT !R3 Tg5 TR6 FURNISH &INSTALL SPLICE BOX FOR INTERCONNECT INDEX OF SHEETS TR3 =N0. 3 1/2 SIZE TR5 =N0. 5 SIZE TR6 =N0. 6 SIZE Ot CURVE NUMBER FOR CURVE DESCRIPTION SHEET T1 Ot TAPER NUMBER FOR TAPER DESCRIPTION 1 • COVER SHEET O ITEM OF WORK -SEE SCHEDULE 2•K NELAND ROAD STREET IMPROVEMENT) (STA. 10 +00.00 L. TO STA. 26 +00.0 C.L.) CALTRANS TYPE IV ARROW, LEFT OR RIGHT 3. R HIGHLAND KNOLLS DRIVE (STREET IMPROVEMENT AS APPLICABLE, TO BE PAINTED (STA. 10 +00.00 C.L. TO STA. 23 +00.00 C.L.) CALTRANS TYPE I ARROW 4. R, VINELAND ROAD (STREET IMPROVEMEN AS APPLICABLE, TO BE PAINTED (STA. 26 +00.00 .L. TO STA. 31 +90.89 C.L. BIKE LANE MARKINGS PER CAL -TRANS � HIGHLAND KNOLLS DRIVE (STREET IMPROVEMENT) STANDARDS (STA. 23 +00.00 C.L. TO STA. 25 +98.71 C.L.) �� "STOP" MARKING PER CAL -TRANS STANDARDS 5.R BEDFORD GREEN DRIVE (STREET IMPROVEMENT) (STA. 16 +46.88 C.L. TO STA. 22 +37.78 C.L.) AHM "AHEAD" MARKING PER CAL -TRANS STANDARDS PIWNGS WAY (STREET IMPROVEMENT) (STA. 10 +00.00 C.L. TO STA. 12 +13.19 C.L.) NOTE: SECTION DETAILS SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT 6.R STRIPING PLAN STRIPING &PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH- 02ALKYD VINELAND ROAD HIGHLAND KNOLLS DRIVE ALL TEMPORARY STRIPING SHALL BE NON THERMOPLASTIC. 7. STRIPING PLAN SECTION DESIGNATION: BEDFORD GREEN DRIVE SECTION Lfrr� IL 2 SHEET WHERE SECTION IS SHOWN . 2 12 10 9 1 __________- SWP�ftP pN �p� P�MENS� � ❑ S TREE IMP LT R O� II it 3 II iI a SlRlpING P� II � II °.. �II t� S1REEj \MPR °��S p�N s 7 e � 'I 4 5 � R avow W � CONVU�js SEE SEPARATE ' \NgtAL�NRE DRY Ui�0"f-5 WATER PLANS OR S.�E,o��EN.� p�,p►N �� 4 �MPR 1 S�tIPIMG OF P AMEN �1 a ro 1MPR� < ti ;� ; 1 PROPOSED ; SCHOOL SITE � � _ - ., PROPOSED 42" STORM DRAIN FOR FUTURE CONNECTION TO BRECKENRIDGE PDA STORM \` DRAIN SYSTEM. 'l .� Q pA Y 10 Th lb 32 Ib .3 -iz by DIG ALERT Aj �oN �, � RAF Mc,N,os., -'� � Rc.E. 33j ai sxp Glio Call: TOLL FREE I - 800- 227-2600 28 � at LEAST TWO DAYS - � � �P�HA �o BEFORE YOU DIG 24 I s � �o L =� � , . M7E I I I p 3 �\\ SCALE: 1" =200' oN �PpR V60 gqR�,y� S4V G.E IV UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 3 SHEET N0. (TRACT 6352) FOR BAKERSFIELD CITY SICSCHOOL nowISTRICT NOTE** 1. APRE- CONSTRUCTION CONFERENCE WILL BE REQUIRED FOR THIS PROJECT. CONTACT THE CONSTRUCTION DIVISION AT (661) 326 -3106 OR (661) 326 -3049 AT LEAST 10 WORKING GAYS PRIOR TO THE DESIRED START OF CONSTRUCTION TO SET UP AN APPOINTMENT FOR THE PRE-CONSTRUCTION CONFERENCE. 2. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 48 HOURS NOTICE. TELEPHONE 326 -3049 3. ALL MATERIALS SUPPLIED FOR THIS PROJECT HALL REQUIRE A CER11FICATE OF COMPLIANCE I STATING THAT THE REQUIREMENTS &STANDARDS SET FORTH BY THE CITY OF BAKERSFIELD HAVE 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 COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS AND DESIGN CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION. APPR ED BY: BLAINE NEPTUNE R.C.E. 55142 EXP.. 6- 34--12 -ice - iI DATE ZX010 APPROVED BY: RAUL M. ROJAS PUBLIC WORKS DIREC R DATE R.C.E. 39880 EXP. 12- -31 -11 O%K REVIEWED BY: ASSISTANT PUBLIC--'WORKS DIRECTOR REVIEWED BY: �� 4100 TRAFFIC ENGINEER LIST OF MATERIALS. ITEM UNIT QTY. A. C. PAVING TONS 4187 AGG. BASE CUYD 6719 SUBGRADE PREPARATION SQYD 17174 CURB .AND GUTTER LF 5623 HANDICAP RAMPS SF 2397 SIDEWALK SF 22612 CROSS GUTTER SF 2958 42" RCP STORM DRAIN LINE LF 80 8" PVC SEWER LINE LF 220 18" RGJ --RCP STORM DRAIN LINE LF 238 SEWER MANHOLE EA 2 STORM DRAIN MANHOLE EA 2 STREET LENGTH LF 5609 con W >' U b 2 0 C z� O � P 7 �•n,n,5,yk .'.Y - +'�R�wrf- ..+•::.r'*W'- •- �c %aMr ��.Caw.T. .M3.WN -'viu ). �-.a•F .N Aide+.: 'Yfl ":a 4Fw� #tl,A.O^. +N4�brt <. Ti6..KWn `;�.�NF�ii^- ...:Ci :�g• A 'Y'� �•#�*'�U.+,�, ��»� �i � , qx.�.:!; "1 ate y n, y �;� Fi �" x € a �_ fi ; } .w...rs ��eeN-+ uWrn. �. w. f�fF•'. S% rt. Ww. v. aT. lw, Fr.:,..: t.".. Fd- Y- h.: �.+:':. eYT.:. vt> aA' fAl[. r. �::t Crde• s. Y+. J�v...;.: x .::et- .:no'na.+W"'a:ur.� *M,.: =. . .•:. «:. :..:..:.. v V) cn cn cn LU W � V :Z (D UJ :M = © � U M p Z � =8 O v � v W �- _ V) = 5 V U a V r Q N to w V) Cq a > o v► U_ Cr QWaa z� � cn, U3 d- W n » V) UJ w C w w <� d 0ao©8� . 2 12 10 9 1 __________- SWP�ftP pN �p� P�MENS� � ❑ S TREE IMP LT R O� II it 3 II iI a SlRlpING P� II � II °.. �II t� S1REEj \MPR °��S p�N s 7 e � 'I 4 5 � R avow W � CONVU�js SEE SEPARATE ' \NgtAL�NRE DRY Ui�0"f-5 WATER PLANS OR S.�E,o��EN.� p�,p►N �� 4 �MPR 1 S�tIPIMG OF P AMEN �1 a ro 1MPR� < ti ;� ; 1 PROPOSED ; SCHOOL SITE � � _ - ., PROPOSED 42" STORM DRAIN FOR FUTURE CONNECTION TO BRECKENRIDGE PDA STORM \` DRAIN SYSTEM. 'l .� Q pA Y 10 Th lb 32 Ib .3 -iz by DIG ALERT Aj �oN �, � RAF Mc,N,os., -'� � Rc.E. 33j ai sxp Glio Call: TOLL FREE I - 800- 227-2600 28 � at LEAST TWO DAYS - � � �P�HA �o BEFORE YOU DIG 24 I s � �o L =� � , . M7E I I I p 3 �\\ SCALE: 1" =200' oN �PpR V60 gqR�,y� S4V G.E IV UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 3 SHEET N0. (TRACT 6352) FOR BAKERSFIELD CITY SICSCHOOL nowISTRICT NOTE** 1. APRE- CONSTRUCTION CONFERENCE WILL BE REQUIRED FOR THIS PROJECT. CONTACT THE CONSTRUCTION DIVISION AT (661) 326 -3106 OR (661) 326 -3049 AT LEAST 10 WORKING GAYS PRIOR TO THE DESIRED START OF CONSTRUCTION TO SET UP AN APPOINTMENT FOR THE PRE-CONSTRUCTION CONFERENCE. 2. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 48 HOURS NOTICE. TELEPHONE 326 -3049 3. ALL MATERIALS SUPPLIED FOR THIS PROJECT HALL REQUIRE A CER11FICATE OF COMPLIANCE I STATING THAT THE REQUIREMENTS &STANDARDS SET FORTH BY THE CITY OF BAKERSFIELD HAVE 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 COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS AND DESIGN CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION. APPR ED BY: BLAINE NEPTUNE R.C.E. 55142 EXP.. 6- 34--12 -ice - iI DATE ZX010 APPROVED BY: RAUL M. ROJAS PUBLIC WORKS DIREC R DATE R.C.E. 39880 EXP. 12- -31 -11 O%K REVIEWED BY: ASSISTANT PUBLIC--'WORKS DIRECTOR REVIEWED BY: �� 4100 TRAFFIC ENGINEER LIST OF MATERIALS. ITEM UNIT QTY. A. C. PAVING TONS 4187 AGG. BASE CUYD 6719 SUBGRADE PREPARATION SQYD 17174 CURB .AND GUTTER LF 5623 HANDICAP RAMPS SF 2397 SIDEWALK SF 22612 CROSS GUTTER SF 2958 42" RCP STORM DRAIN LINE LF 80 8" PVC SEWER LINE LF 220 18" RGJ --RCP STORM DRAIN LINE LF 238 SEWER MANHOLE EA 2 STORM DRAIN MANHOLE EA 2 STREET LENGTH LF 5609 con W >' U b 2 0 C z� O � P 7 �•n,n,5,yk .'.Y - +'�R�wrf- ..+•::.r'*W'- •- �c %aMr ��.Caw.T. .M3.WN -'viu ). �-.a•F .N Aide+.: 'Yfl ":a 4Fw� #tl,A.O^. +N4�brt <. Ti6..KWn `;�.�NF�ii^- ...:Ci :�g• A 'Y'� �•#�*'�U.+,�, ��»� �i � , qx.�.:!; "1 ate y n, y �;� Fi �" x € a �_ fi ; } .w...rs ��eeN-+ uWrn. �. w. f�fF•'. S% rt. Ww. v. aT. lw, Fr.:,..: t.".. Fd- Y- h.: �.+:':. eYT.:. vt> aA' fAl[. r. �::t Crde• s. Y+. J�v...;.: x .::et- .:no'na.+W"'a:ur.� *M,.: =. . .•:. «:. :..:..:.. v V) cn cn cn LU W � V :Z (D UJ :M = © � U M p Z � =8 O v � v W �- _ V) = 5 V U a V r Q N to w V) Cq a > o v► U_ Cr QWaa z� � cn, U3 d- W n » V) UJ w C w w <� d 0ao©8� con W >' U b 2 0 C z� O � P 7 �•n,n,5,yk .'.Y - +'�R�wrf- ..+•::.r'*W'- •- �c %aMr ��.Caw.T. .M3.WN -'viu ). �-.a•F .N Aide+.: 'Yfl ":a 4Fw� #tl,A.O^. +N4�brt <. Ti6..KWn `;�.�NF�ii^- ...:Ci :�g• A 'Y'� �•#�*'�U.+,�, ��»� �i � , qx.�.:!; "1 ate y n, y �;� Fi �" x € a �_ fi ; } .w...rs ��eeN-+ uWrn. �. w. f�fF•'. S% rt. Ww. v. aT. lw, Fr.:,..: t.".. Fd- Y- h.: �.+:':. eYT.:. vt> aA' fAl[. r. �::t Crde• s. Y+. J�v...;.: x .::et- .:no'na.+W"'a:ur.� *M,.: =. . .•:. «:. :..:..:.. v V) cn cn cn LU W � V :Z (D UJ :M = © � U M p Z � =8 O v � v W �- _ V) = 5 V U a V r Q N to w V) Cq a > o v► U_ Cr QWaa z� � cn, U3 d- W n » V) UJ w C w w <� d 0ao©8� 7 �•n,n,5,yk .'.Y - +'�R�wrf- ..+•::.r'*W'- •- �c %aMr ��.Caw.T. .M3.WN -'viu ). �-.a•F .N Aide+.: 'Yfl ":a 4Fw� #tl,A.O^. +N4�brt <. Ti6..KWn `;�.�NF�ii^- ...:Ci :�g• A 'Y'� �•#�*'�U.+,�, ��»� �i � , qx.�.:!; "1 ate y n, y �;� Fi �" x € a �_ fi ; } .w...rs ��eeN-+ uWrn. �. w. f�fF•'. S% rt. Ww. v. aT. lw, Fr.:,..: t.".. Fd- Y- h.: �.+:':. eYT.:. vt> aA' fAl[. r. �::t Crde• s. Y+. J�v...;.: x .::et- .:no'na.+W"'a:ur.� *M,.: =. . .•:. «:. :..:..:.. v V) cn cn cn LU W � V :Z (D UJ :M = © � U M p Z � =8 O v � v W �- _ V) = 5 V U a V r Q N to w V) Cq a > o v► U_ Cr QWaa z� � cn, U3 d- W n » V) UJ w C w w <� d 0ao©8� VOT co \ CURVE NUMBER FOR CURVE DESCRIPTION \ "Rl-1^ - STOP ^W3-1^ - STOP AHEAD ^R04^ - ONE WAY 'S5-2' - END SCHOOL ZONE 7 'S4-2 - MEN CHILDREN ARE PRESENT PARKING 'S4-3' - SCHOOL -A or ^R2-1^ - SPEED LIMIT 20 0, ^R7-9^ - NO PARKING/BIKE LANE ^R81(CA)^ - BIKE LANE BIKE LAN[ MARKINGS PER CAL-TRANS . ...... NOTE:. ^W14-1~ - DEAD END SIGN NUMBERS ARE FEDERAL CODES ^VM4-2. - NO OUTLET 000 ~W1-7" DOUBLE ARROW - (CA). (CA) INDICATES CALIFORNIA "W14" - N�LEARR0N �OD� CODES. ' ^VM-1^ - CURVE ARROW MARKINGS TUBE THERMOPLASTIC PAINT ^W5-3^ - SIGNAL AHEAD -4- Lo 714 `,"I'l�!(__ Y-11 OVER O. ��. ` O.{., O.G. TO BE COMPACTED TO 95% RELATIVE DENS iTY PROPOSED EDGE OF PAVEMENT ------Ic FURNISH & INSTALL INTERCONNECT CONDUIT FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT TR3=NO. J1/2SIZE TR5=NO. 5SIZE TR6=NO. G SIZE 69r' co 1 low 0000, uj 706 686 704 684 702 ^mof% 48.07' 7f%^ 91 *48'40" dop moo VOT co \ CURVE NUMBER FOR CURVE DESCRIPTION \ "Rl-1^ - STOP ^W3-1^ - STOP AHEAD ^R04^ - ONE WAY 'S5-2' - END SCHOOL ZONE ^R5-1^ - DO NOT ENTER 'S4-2 - MEN CHILDREN ARE PRESENT PARKING 'S4-3' - SCHOOL -A or ^R2-1^ - SPEED LIMIT 20 oo ^R7-9^ - NO PARKING/BIKE LANE ^R81(CA)^ - BIKE LANE BIKE LAN[ MARKINGS PER CAL-TRANS ^W31(CA)" - END W/0W4-3MAR:ER 710 ^~S 704 700 696 692 688 F.L. 14+00 15+00 REISUNG PLACE (FUTURE STREEI) ". 4 l' = b' VLMUCAL / REVISION APPROVED*_'BY: ROGER A. MCINTOSH DATE REVISION APPROVED 8Y, MARIAN SHAW C.E. |V DATE LL!2LNL2* ABBREVIATIONS FL0WLINE p^{l\(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 UNTERSEC110N E.C.R. END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE B.C. BEGIN CURVE pCC POINT OFCOMPOUND CURVATURE E.C. END CURVE TC TOP OF CURB p.|.xC. POINT OF INTERSECTION T.P. TOP OF PAVEMENT OF VERTICAL CURVE F.C. FINISH CONCRETE M.O.U. MBW0 OF UNDERSTANDING 0� FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD- 3T-13. @ EXISTING SURVEY MONUMENT -�FURNISH & INSTALL STREET NAME SIGN PER �O.B.STD. T-1. / -�0�|�&�S�����N���������1. / -«Z>- FURNISH & INSTALL STREET LIGHT-5800 LUMEN PER C.O.B. STD. 3T-14. FURNISH & INSTALL STREET LIGHT-9500 LUMEN PER C.O.B. STD DET. ST-14. 16+00 17+00 18+00 LEQLNQ,A* W01IL-1 CURVE NUMBER FOR CURVE DESCRIPTION FH FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD T-19: "Rl-1^ - STOP ^W3-1^ - STOP AHEAD ^R04^ - ONE WAY 'S5-2' - END SCHOOL ZONE ^R5-1^ - DO NOT ENTER 'S4-2 - MEN CHILDREN ARE PRESENT PARKING 'S4-3' - SCHOOL -A or ^R2-1^ - SPEED LIMIT 20 ^R4-7~ - KEEP RIGHT ^R7-9^ - NO PARKING/BIKE LANE ^R81(CA)^ - BIKE LANE BIKE LAN[ MARKINGS PER CAL-TRANS ^W31(CA)" - END W/0W4-3MAR:ER NOTE:. ^W14-1~ - DEAD END SIGN NUMBERS ARE FEDERAL CODES ^VM4-2. - NO OUTLET 000 ~W1-7" DOUBLE ARROW - (CA). (CA) INDICATES CALIFORNIA "W14" - N�LEARR0N �OD� CODES. ' ^VM-1^ - CURVE ARROW MARKINGS TUBE THERMOPLASTIC PAINT ^W5-3^ - SIGNAL AHEAD -4- Lo 714 UNIT8OUNDARY OVER O. ��. ` O.{., O.G. TO BE COMPACTED TO 95% RELATIVE DENS iTY PROPOSED EDGE OF PAVEMENT ------Ic FURNISH & INSTALL INTERCONNECT CONDUIT FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT TR3=NO. J1/2SIZE TR5=NO. 5SIZE TR6=NO. G SIZE 69r' co 1 low 0000, uj 706 686 704 684 702 ^mof% 48.07' 7f%^ 91 *48'40" uj Lu uj 02 C1 ui i 1_ =:� P T_ UJ cj >: jp?Wo SEC) 0: J_"%. I I I uu CD cir- 4- W f - .51 Q rnci "1 >: 03 o- cn _T_ uj C3 co cn 00 uj J_ .... ... ..... LL!2LNL2* ABBREVIATIONS FL0WLINE p^{l\(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 UNTERSEC110N E.C.R. END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE B.C. BEGIN CURVE pCC POINT OFCOMPOUND CURVATURE E.C. END CURVE TC TOP OF CURB p.|.xC. POINT OF INTERSECTION T.P. TOP OF PAVEMENT OF VERTICAL CURVE F.C. FINISH CONCRETE M.O.U. MBW0 OF UNDERSTANDING 0� FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD- 3T-13. @ EXISTING SURVEY MONUMENT -�FURNISH & INSTALL STREET NAME SIGN PER �O.B.STD. T-1. / -�0�|�&�S�����N���������1. / -«Z>- FURNISH & INSTALL STREET LIGHT-5800 LUMEN PER C.O.B. STD. 3T-14. FURNISH & INSTALL STREET LIGHT-9500 LUMEN PER C.O.B. STD DET. ST-14. 16+00 17+00 18+00 LEQLNQ,A* W01IL-1 CURVE NUMBER FOR CURVE DESCRIPTION FH FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD T-19: "Rl-1^ - STOP ^W3-1^ - STOP AHEAD ^R04^ - ONE WAY 'S5-2' - END SCHOOL ZONE ^R5-1^ - DO NOT ENTER 'S4-2 - MEN CHILDREN ARE PRESENT PARKING 'S4-3' - SCHOOL ^R3-5R^ - RIGHT TURN ONLY ^R2-1^ - SPEED LIMIT 20 ^R4-7~ - KEEP RIGHT ^R7-9^ - NO PARKING/BIKE LANE ^R81(CA)^ - BIKE LANE BIKE LAN[ MARKINGS PER CAL-TRANS ^W31(CA)" - END W/0W4-3MAR:ER NOTE:. ^W14-1~ - DEAD END SIGN NUMBERS ARE FEDERAL CODES ^VM4-2. - NO OUTLET UNLESS OTHERWISE INDICATED BY ~W1-7" DOUBLE ARROW - (CA). (CA) INDICATES CALIFORNIA "W14" - N�LEARR0N �OD� CODES. ' ^VM-1^ - CURVE ARROW MARKINGS TUBE THERMOPLASTIC PAINT ^W5-3^ - SIGNAL AHEAD ALL TEMPORARY STRIPING SMALL BE NON- THERMOPLASTIC. m m TRACT BOUNDARY 714 UNIT8OUNDARY OVER O. ��. ` O.{., O.G. TO BE COMPACTED TO 95% RELATIVE DENS iTY PROPOSED EDGE OF PAVEMENT ------Ic FURNISH & INSTALL INTERCONNECT CONDUIT FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT TR3=NO. J1/2SIZE TR5=NO. 5SIZE TR6=NO. G SIZE 19+00 20+00 LEQEND** (C CURVE NUMBER FOR CURVE DESCRIPTION (D <1> TAPER NUMBER FOR TAPER DESCRIPTION (�) ITEM OF WORK - SEE SCHEDULE 18+16.52 CALTRANS TYPE |V ARROW, LEFT OR RIGHT =� AS APPLICABLE TO BE PAINTED 722 CALTRANS TYPE | ARROW ly u AS APPLICA8LE, TO BE PAINTED N44*02 44 W BIKE LAN[ MARKINGS PER CAL-TRANS Z + + STANDARDS 5 ^3T0P^ MARKING PER CAL-TRANS STANDARDS - ' UNITS STANDARD PLAN RSP A88A CASE ~A^ SEE SHEET 7 ^AH[AD^ MARKING PER CAL-TRANS STANDARDS NOTE 698 SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT STRIPING &PAV[MENT MARKINGS TUBE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTM-02ALKYD ALL TEMPORARY STRIPING SMALL BE NON- THERMOPLASTIC. 22+00 23+00 710 LINE 728 708 \�(�S����E��RB&�T���C.O.B.S0S�1 726 706 18+16.52 724 704 L3 722 702 / 720 N44*02 44 W \�/ Z + + 700 5 718 - ' UNITS STANDARD PLAN RSP A88A CASE ~A^ SEE SHEET 7 TO 95% RELATIVE DENSITY PER C.O.B. STD. ST-9. 698 F= 716 & BEDFORO GREEN OR. SHALL BE; Cl GUTTER UP TO A DEPTH OF 12 ' 696 ' OVER 1.15 AGGREGATE BASE 714 694 OVER O. ��. ` O.{., O.G. TO BE COMPACTED TO 95% RELATIVE DENS iTY 692 LAi cn FURNISH AND INSTALL 2 - 3" CONDUIT PIPES WITH #5 PULL 69r' co 708 688 uj 706 686 704 684 702 ^mof% 48.07' 7f%^ LINE TABLE LINE LENGTH BEARING \�(�S����E��RB&�T���C.O.B.S0S�1 Lo ��. 18+16.52 to _w cs ' CONSTRUCT �.5 COMBINATION SIDEWALK PER C.O.B. STD 3T-� L3 58.00' S46*5947" L4 27 N44*02 44 W / / � y u_ ^ co Lo ~� cn o CQ DETAIL "A' SCLAE: NONE U0e '%O%lf 24+00 24+00 C!Qbl5TRUC11.QN NQTE5,,, 48.00RT. 18+06-52 \�(�S����E��RB&�T���C.O.B.S0S�1 Lo ��. 18+16.52 to _w cs ' CONSTRUCT �.5 COMBINATION SIDEWALK PER C.O.B. STD 3T-� 1. PAVING FOR NNELANO ROAD SHALL BE' ' 50.09RT. 18+31.52 000 w 40 ts C) 2 AGGREGATE BABE OVER \�/ Z + + 0.50' COMPACTED {}.G.` O.G. TO BE COMPACTED 57.67RT. - ' UNITS STANDARD PLAN RSP A88A CASE ~A^ SEE SHEET 7 TO 95% RELATIVE DENSITY PER C.O.B. STD. ST-9. (�) CONSTRUCT 12` VNUE CROSS CUTTER PER C.D.B. STD. 3T-17. COMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND 2' PAVING FOR HIGHLAND KNOLLS DR. & BEDFORO GREEN OR. SHALL BE; -- GUTTER UP TO A DEPTH OF 12 ' 0.30' "B" D.�D TYPE B ASPHALT CONCRETE ' OVER 1.15 AGGREGATE BASE Ono q44 uJ ol OVER O. ��. ` O.{., O.G. TO BE COMPACTED TO 95% RELATIVE DENS iTY W1-6 A7�C WITH �|�N WITH O�4 J MARKER. LAi cn FURNISH AND INSTALL 2 - 3" CONDUIT PIPES WITH #5 PULL uj co ROYFq FOR A/Tl|AF q/nmA| SECTIQN DESIGNATION: uj cn 4zz CURW SEE SHEET 4 FOR @ 30.00' 48.07' 30-96' U0e '%O%lf 24+00 24+00 C!Qbl5TRUC11.QN NQTE5,,, 48.00RT. 18+06-52 \�(�S����E��RB&�T���C.O.B.S0S�1 18+11.52 ��. 18+16.52 <�> ' CONSTRUCT �.5 COMBINATION SIDEWALK PER C.O.B. STD 3T-� 1. PAVING FOR NNELANO ROAD SHALL BE' ' 50.09RT. 18+31.52 ' , , , O45 TYPE A A.C. OVER 1 75 CL ' ' ' ' 2 AGGREGATE BABE OVER \�/ CONSTRUCT RAMP PER CALTRANS 2OO� REVISED DUAL 0.50' COMPACTED {}.G.` O.G. TO BE COMPACTED 57.67RT. - ' UNITS STANDARD PLAN RSP A88A CASE ~A^ SEE SHEET 7 TO 95% RELATIVE DENSITY PER C.O.B. STD. ST-9. (�) CONSTRUCT 12` VNUE CROSS CUTTER PER C.D.B. STD. 3T-17. COMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND 2' PAVING FOR HIGHLAND KNOLLS DR. & BEDFORO GREEN OR. SHALL BE; -- GUTTER UP TO A DEPTH OF 12 ' 0.30' "B" D.�D TYPE B ASPHALT CONCRETE ' OVER 1.15 AGGREGATE BASE Ono q44 uJ INSTALL TYPE U| BARRICADE PER CALTRANS STANDARD PLAN OVER O. ��. ` O.{., O.G. TO BE COMPACTED TO 95% RELATIVE DENS iTY W1-6 A7�C WITH �|�N WITH O�4 J MARKER. C.O. TD. BT-Q. FURNISH AND INSTALL 2 - 3" CONDUIT PIPES WITH #5 PULL ROYFq FOR A/Tl|AF q/nmA| SECTIQN DESIGNATION: uj PAINT 12 1$ LIMIT LINE USING THERMOPLASTIC PAINT PER SECTION LETTER c/CALTRANS STANDARD SPECIFICATION PTH-02ALKYD � OWN �.~�~�"m ONO (�> FUTURE STREET LIGHT INSTALLATION. 2 SHEET WHERE SsnncN IS mnmWN--^ -- <�) FUTURE STREET SIGN INSTALLATION. CONSTRUCT 2. WIDE AC SWALE. FUTURE CURB 8 GUTTER AND SIDEWALK. 12 ADDITIONAL STREET RIGHT-OF-WAY TO BE DEDICATED BY SEPARATE DOCUMENT. ���� ` \� CONSTRUCT 11.01 COMBINATION SIDEWALK PER C.O.B. STD S�3. TAPER DATA NO. STATION OFFSET FROM (P- 18+01.52 48.00RT. 18+06-52 48.15RT. 18+11.52 48.28RT. 18+16.52 48.70RT. 18+21.52 49.11 RT. 22+50.06 50.09RT. 18+31.52 50.5ORT. 18+61.52 55.5ORT. 18+66.52 56.2ORT. 22+95.04 57.67RT. 23+00.04 58,15RT. 18+81.52 57.72RT. 18+86.52 57.87RT. 23+15.04 59.00RT. Al TAPER DATA NO. � STATION OFFSET FROM 22+25.06 48.00RT. 22+30.06 48.2ORT. 22+35.06 48.39RT. 22+40.06 48.87RT. 22+45.06 49.33RT. 22+50.06 50.09RT. 22+55.06 50.83RT. 22+85.04 56.17RT. 22+90.04 56.92RT. 22+95.04 57.67RT. 23+00.04 58,15RT. 23+05.04 58.59RT. 23+15.04 59.00RT. CURVE TABLE CURVE RADIU S LENGTH TANGENT DELTA 0) 1659.70' 1256.57' 660.13" 43"22'45" LIJ iA Ono q44 uJ Go Lu IN 91 OF 42's R -RCP 0.607o uj @ 30.00' 48.07' 30-96' 91 *48'40" uj LID TO BE 1/4^ STEEL PL ____FASTENEO TO CMP WITH 3 /8� RIVETS, SPOT WELD, OR TACK � WELD AT 1/8 POINTS DR BETTER. 12 x16" OPENINGS W/1 2"' SEPARATION --''--' OPENINGS. - mHTH 1/2 11 DIAMETER BARS SPACED NOT 7n ___L It 3/4" GRAVEL 728 .2~ 722 ^2~ 718 716 714 712 710 706 - Call: TOLL FREE 1 wx=800 227 2600 AT LEAST TWO DAYS BEFORE YOU DUG []Kj[lE[7GR(lUKj[l SERVICE ALERT OF SOUTHERN CALIFORNIA to to CD w Q0 A� 7"141 ,24~m CORRUGATED PIPE -"18^ RGJ-RCP INV. ELEV. SEE PLAN & PROFILE /1z 710 706 .~. 7W 698 694 ~~~ 688 686 684 caq TEMPORARY INLET STRUCTURE DETAIL "B" SCLAE: NONE ~^ . ~ = = ~�°'_� 4 R0J-RCP ���8�� SEC11 N 1 5` VER,, 712 710 ,~8 | 706 CD co 0 � [>- :: . > =I => :=� ISHEE GRADE-] => LIJ iA Ono q44 uJ Go Lu IN 91 OF 42's R -RCP 0.607o ~^ . ~ = = ~�°'_� 4 R0J-RCP ���8�� SEC11 N 1 5` VER,, 712 710 ,~8 | 706 CD co 0 � [>- :: . > =I => :=� => => uj uj uj 02 C1 Lu in, c:1 cni CD F- mol PO CD cnj C> 700 CL Imm 698 z cj Lu wm 0 696 c; 694 in Ir 69 0 x cc 1� LU 690' W (o r%. wj 111111111 51 (SK U. > (6 684 co 0 cc co 682 Z VIM mom N �r \ 1,!, IWIP 07ro2 lro*/# w U. A A! E, r�%v� =/ �I now WELAND ROAD SEE SHEETS 2 AND 4 722 720 718 716 7'14 712 710 708 706 704 702 70C 69E 696 10 +00 ° ° o )1 n u HIGHLAND KNOLLS DRIVE (STA. 10 +00.00 C.L. TO STA. 23 +00.00 C.L.) SCALE: 1 )f = 50' HORIZONTAL 1" = 5' VERTICAL T1 =6 R =11 A t � A A 0\ A A,_�'C LINE TABLE LINE LENGTH BEARING - 84.97' t 30.00' 46.99' 29.87' 89'44'48" 2 2038.00' 123.61' 61.82' 03'28'30» LINE TABLE LINE LENGTH BEARING L1 84.97' N8937139 °W CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 1 30.00' 46.99' 29.87' 89'44'48" 2 2038.00' 123.61' 61.82' 03'28'30» 3 2000.00' 146.92' 73.49' 04`12'32" 4 2000.00' 347.33' 174.10' 09'57101 » C5) 2000.00' 232,32' 116.29' 06'39120" 6 1966.00' 228.38' 114.32' 06'39'20» 7 2082.84' 160.09' 80.08' 04'24'14» 8 20.00' 32.24' 20.84' 92'20'50" 9 20.00' 29.93' 18.57' 85'44'33" 1Q 2082.84' 114.37' 57.20' 03`08'46» 11 20.00' 30,53' 19.13' 87`2755" 12 20.00' 31.63' 20.22' 90'3736» 1 23 2082.84' 236,62' 118.43' 06'30'32" 1950.00 20.00' 10.00' 00'35'16" 24 2034.00' 20.00' 10.00' 00'3348" ,,. ovn� 11+00 12 +00 1 Jtvv 1-r-r w%f ... . .. _ LEGE 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.G. 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 PCC POINT OF COMPOUND CURVATURE E. C. END CURVE TC TOP OF CURB P.I.V.C. POINT OF INTERSECTION T.P. TOP OF PAVEMENT OF VERTICAL CURVE F.C. FINISH CONCRETE M.O.U. MEMO OF UNDERSTANDING FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD, ST -13. @ EXISTING SURVEY MONUMENT FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T -1. FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T -1. -<Z>-- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. -E�o - FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. DET. ST -14. -svvz�&j --M $C. 5-C:T IP4 rvTv" LEQEND.* (CQN T-) R1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: "R1 -1" - STOP "W3 -1" - STOP AHEAD "R6 -1" -- ONE WAY "S5- -2» -- END SCHOOL ZONE "R5 --1" -- DO NOT ENTER "S4 --2" - WHEN CHILDREN ARE PRESENT "R26(CA)" - NO PARKING "S4 -3" -- SCHOOL "R3 -5R" - RIGHT TURN ONLY "R2 --1" - SPEED LIMIT 20 "R4 -7" - KEEP RIGHT "R7 -9" -- NO PARKING /BIKE LANE "R81(CA)" +-- BIKE LANE _ ITEM OF WORK SEE SCHEDULE "W31(CA)" - END W /0M4 -r3 MARKER ! 5' "W14 -1» - DEAD END SIGN NUMBERS ARE FEDERAL CODES "W14 -2" - NO OUTLET UNLESS OTHERWISE INDICATED BY "W1 -7" - DOUBLE ARROW (CA). (CA) INDICATES CALIFORNIA "W1 -6" - SINGLE ARROW CODES. "W1 -1" - CURVE ARROW STD. "W3- -3" SIGNAL AHEAD CALTRANS TYPE IV ARROW, LEFT OR RIGHT AS APPLICABLE TO BE PAINTED ,i..i.■ ...■.�.........�■ m r TRACT BOUNDARY CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. �y 12 BEYOND .......� ............� •.� UNIT BOUNDARY 8c BEDFORD GREEN DR. SHALL BE _____ -�. •/f '! PROPOSED EDGE OF PAVEMENT EC FURNISH & INSTALL INTERCONNECT CONDUIT �5� FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT TR3 =NO. 3 1/2 SIZE TR5 =NO. 5 SIZE TR6 =NO. 6 SIZE 704 702 698 696 694 692 690 688 686 684 68i 68( s ;J 5 t 1 R%W ` VARIES 45' TO 61' Td CURVE NUMBER FOR CURVE DESCRIPTION VARIES 45' TO 49' NQTE CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 PROPOSED BE: 1 TAPER NUMBER FOR TAPER DESCRIPTION 2 CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 „ R 1.75' GL 0.45 TYPE A A.C. OVER SCHOOL SITE t-- _ ITEM OF WORK SEE SCHEDULE � ! 5' PER CALTRANS 2006 REVISED DUAL "A" VARIES 34' TO 38' 1' t'"' Cf) J .Jt � d C I A88A CASE -- SEE SHEET 7. z STD. EXISTING CALTRANS TYPE IV ARROW, LEFT OR RIGHT AS APPLICABLE TO BE PAINTED EXISTING CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. �y 12 BEYOND 2. PAVING FOR HIGHLAND KNOLLS DR. 8c BEDFORD GREEN DR. SHALL BE w GROUND COMPACT SUBGRADE TO 95� GUTTER LIP TO A DEPTH OF GROUND n.: , OVER 1.15 AGGREGATE BASE 0.30 A.C. PAVING o INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN OM4� MARKER. OVER 0.55' O.G., O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY C.O.B. STD. ST -9. 4� 0 U) A73C WITH W1 -6 SIGN WITH 2.4 1.15' AGGREGATE BASE PER % CD 2:1 TO MATCH j 2:1 TO MATCH c3 v Q Q w m MINIM p U EXISTING EXISTING w CURB & GUTTER GROUND 0.55' COMPACTED O.G. TO 95% RELATIVE DENSITY. SCALE 1"=10' HOHIZ• 1 "= 5' VERT. T1 =6 R =11 9�' CD 0 co CD _-Ai PRopos ED Kim F i rn C5 d- # _.._.,r,b..,. ._...�..__,......_. � ,..m....� ....,..�... r.._.....,...�,�...., �.�..`_..a.._.,._..._..�,... �...,..�,�......_._.. .- ��- ---��- � ©ter NN f!) cn w +00 19 +00 20+00 21+00 22 +00 2 LEQEND*. (C 1 Td CURVE NUMBER FOR CURVE DESCRIPTION CONSIERUCIMN 1 NQTE CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 NOTE5*0 1. PAVING ' FOR VINELAND ROAD SHALL BE: 1 TAPER NUMBER FOR TAPER DESCRIPTION 2 CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 „ R 1.75' GL 0.45 TYPE A A.C. OVER 2 AGGREGATE BASE OVER t-- _ ITEM OF WORK SEE SCHEDULE � CONSTRUCT HANDICAP RAMP PER CALTRANS 2006 REVISED DUAL "A" 0.50' COMPACTED O.G., O.G. TO BE COMPACTED ST--9. t'"' Cf) J .Jt � d C UNITS STANDARD PLAN RSP A88A CASE -- SEE SHEET 7. TO 95% RELATIVE DENSITY PER C.O.B. STD. W U CALTRANS TYPE IV ARROW, LEFT OR RIGHT AS APPLICABLE TO BE PAINTED < J � ui W CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. �y 12 BEYOND 2. PAVING FOR HIGHLAND KNOLLS DR. 8c BEDFORD GREEN DR. SHALL BE w , CALTRANS TYPE I ARROW 4 COMPACT SUBGRADE TO 95� GUTTER LIP TO A DEPTH OF OF MAX. TO 12 ". 0.30' TYPE "B" ASPHALT CONCRETE , OVER 1.15 AGGREGATE BASE AS APPLICABLE, TO BE PAINTED � INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN OM4� MARKER. OVER 0.55' O.G., O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY C.O.B. STD. ST -9. 0 U) A73C WITH W1 -6 SIGN WITH -3 PER '04 102 /oo '198 596 594 592 590 588 686 684 682 6810 678 REVISION APPROVED BY: ROGER A. MCINTOSH DATE R.C.E. 33322 EXP. 6/30/12 DRE SION APPRQ BY: MARIAN SHAW C.E. IV F t DATE R.C.E. 32178 EXP. 12/31/12 PRIR=q> BIKE LANE MARKINGS PER CAL -TRANS FURNISH AND INSTALL 2 -- 3" CONDUIT PIPES WITH 5 PULL SECTION DESIGNATION: r STANDARDS 6 BOXES FOR FUTURE SIGNAL. Y B SECTION LETTER "STOP" " TIC PAINT PER STOP MARKING PER CAL TRANS STANDARDS PAINT 12 LIMIT LINE USING THERMOPLA CALTRANS STANDARD SPECIFICATION PTH�- 02ALKYD AHM AHEAD MARKING PER CAL - -TRANS STANDARDS FUTURE STREET LIGHT INSTALLATION. 2 U SHEET WHERE SECTION IS SHOWN x � # r F R {i: E NOTE: 9 FUTURE STREET SIGN INSTALLATION. SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT 10 CONSTRUCT 2' WIDE AC SWALE. PER CALTRANS STANDARD SPECIFICATION PTH-- 02ALKYD ALL TEMPORARY STRIPING SHALL BE NON- THERMOPLASTIC. 1 FUTURE CURB & GUTTER AND SIDEWALK. 12 ADDITIONAL STREET RIGHT -OF -WAY TO BE DEDICATED BY SEPARATE DOCUMENT. ' 3 CONSTRUCT 11.0' COMBINATION SIDEWALK PER C.O.B. STD ST -3. t:� r { 67 � row* �`dwr'sF.`!<M ^..! tie.: rvt, Me .maw.Y•#i.+tY7pr,�Rwwc^.ar�tlw. ava:. °; aut.';! s+ �: �mc.. ewa�a. s�.>. �, agyw^ lY� .'�'= wr. <u�,Mw!.�:,�sarae+w+Y xi: a?+ �' cz ykam. ::w:ae��.x. ^�v�.zn�?7:�•_e:cei. RE,-.. DIG ALERT Call: TOLL FREE 1- 800 - 227 -2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA rf a 0) z 0 t.�. 0 �-- O� o 0 < QC � _ o 2 o�p t-- Q x 0 � d` o 2 L- ! CD t'"' Cf) J .Jt � d C o u_ co � J ' = C�► J d � W U L� . < J � ui W 00 (1) z ~ w to w �- �- o U 0 Q �. W tc W 0 U) N rK CD W m c3 v Q Q w m MINIM p U rf a W W I W N M LL 0 0) z J a_ z U LtJ 0 W W t. QC >>0 � rrrnr 0 ACC + a 0� coo 0 r Q x 0 �w0 CC Z i t'"' Cf) J .Jt � d J <' (:) u_ co � J ' = C�► ti W he < +C� CID '� 0 X: Z L� . < J � ui W (1) z ~ > o. to w �- �- o U 0 Q W W I W N M LL 0 728 726 724 722 720 718 716 714 712 O 708 706 704 702 700 VIN AN D ROAD (STA. 26 +00.00 C.L. TO STA. 31 +90.89 C.L.) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL T1 =8 R =11 Ili� 11114 111 C.a C6 TAPER DATA NO.<2> ce J) STATION OFFSET FROM 28 +00.89 54.00RT. 28 +05.89 54.O9RT. 28 +10.89 54.16RT. 28 +15.89 54.4ORT. 28 +20.89 54.63RT. 28 +25.89 55.O3RT. 28+30.89 55.41 R T. 28 +35.89 55.96RT. 28 +40.89 56.5ORT. 28 +80.89 61.5ORT. 28 +85.89 62.O5RT. 28 +90.89 62.59RT. 28 +95.89 62.99RT. 29 +00.89 63.38RT. 29 +05.89 63.62RT. 29 +10.89 63.84RT. 29 +15.89 63.93RT. 29 +20.89 64.00RT. 1! Z Lij .� {IQs 's DRAC Z �E�T) w w 03 Qw \ a7 Q p ---� ()o '° ' 0 0) T E CC1 ± A R8 & CU rER 111GFf LMD -,j ND SIDEWALK or t S1�EET wiw 4"1 + Iftft f. JiQ '..•_......, CPU TURE MEDIAN '%AVIVLCT "° -- t 1A �0 8 1 � 1 i NEW , C(1R8 & TTER SHEET CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 1 1659.70' 1256.57' 660.13' 432245" 2 1659.70' 374.40' 188.00' 12'55'30" 3 1 659.70' 882.17' 451.77' 30`27'15" 4 5 30.00' 46.35' 29.24' 88'31'53" 1611.70' 79.23' 39.62' 02`49'00" 6 1601.70' 144.76' 72.43' 0510'42" 7 1611.70' 100.02' 50.03' 03'33' 21 " $ 1611.70' 214.69' 107.50' 07 03756" 9 1608.42' 125.31' 62.69' 04 0'27'49" 10 1608.42' 194.61' 97.42' 06 °55'57" 11 30.00' 48.08' 30.97' 91 `49'24" 12 30.00' 48.07' 30.96' 91 °48'40" 13 1608.42' 100.00' 50.01' 03'3344" 14 30.00' 46.99' 29.87' 89 044'48" .-...,._. w, ��... ..w...ao..x..�,.........,x..w., - .... yuw��.....+ ,,..,...j.................,.... , -..... Y „«......+._ w...«w.+.....�..,.s ...,..- h.«.... .�.�+a............. Y .,..�_-- ,._....- .+_....w....- ` »�+.+.._�.«.. ..w....,.. ,----4- 4 "S4 -3" - SCHOOL "R3 --5R" -- RIGHT TURN ONLY "R2 -1" - SPEED LIMIT 20 "R4 -7" - KEEP RIGHT "R7 -9" - NO PARKING /BIKE LANE "R81(CA)" - BIKE LANE. 11 UJ U LL: CR "W31(CA)11 - END W %M4 -3 MARKER NOTE: "W14 -1" - DEAD END SIGN NUMBERS ARE FEDERAL CODES "W14 -2" - NO OUTLET UNLESS OTHERWISE INDICATED BY -_ fQ-- '� --'" �' I Pit Qs sr CODES. sue_ 67% TRAFFIC MANUAL FOR DETAILS ALL PERMANENT "W3 -3" - SIGNAL AHEAD MARKINGS TO BE THERMOPLASTIC PAINT ■� �■*� .... = m .. TRACT BOUNDARY tk CDP r of ommmwmomwmmmuxmmmwm ./ �/ - PROPOSED EDGE OF PAVEMENT ' eo CONDUIT 0 ``• p TR3= NO. 3 1/2 SIZE •aJ ` 4 i.e.1 Li 2 i co 6-0. B ;; UJ• s t�► w 1 � • w 00 00 co >► • W j_ W �,.x ' Q to + tip jj( i � L u Lit «�.......... - w_._,4....... ui cn i � 1 • - U �! 'J o X � u.. 0 '�f e � co C14 f • x C%j a Co E �C Q >• f (rd 200.00' R11CAL EURVE a • iii b $ E Z i ; 3 +.n•..- .+.�....+ E .w.....�^'^ ....w.wrr._+r r.�++v+. ...,.+ i.... w. r....+ n... n_s.•v..r.....,..v.swr+..o._a.. _ _ _ F _ _ ....+..e.e+.r. _ _ _ -_ _ - .�- .._,r -.+.. g +.. e-.. a .m+w..w++rr+ +w+•r._+ww_+ra.�«.. 1(n-- W W Z �- to 26 +00 27 +00 LEGEN,D* 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 PCC POINT OF COMPOUND CURVATURE E.C. END CURVE TC TOP OF CURB P.I.V.C. POINT OF INTERSECTION T.P. TOP OF PAVEMENT OF VERTICAL CURVE F.C. FINISH CONCRETE M.O.U. MEMO OF UNDERSTANDING FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. @ EXISTING SURVEY MONUMENT FURNISH & INSTALL STREET NAME SIGN PER C.Q.B. STD. T -1. FURNISH & INSTALL METRO STREET NAME SIGN PER G.O.B. STD. T -1. -<D�-- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST --14. -ED FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. DET. ST -14. 28 +00 29 +00 30 +00 LEQEbID*o (COffa R1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T--19: "R1 -1" - STOP W3 -1 - STOP AHEAD "R6 -1" - ONE WAY "S5 -2" - END SCHOOL ZONE "R54' - DO NOT ENTER "54 -2" - WHEN CHILDREN ARE PRESENT "R26(CA)" - NO PARKING "S4 -3" - SCHOOL "R3 --5R" -- RIGHT TURN ONLY "R2 -1" - SPEED LIMIT 20 "R4 -7" - KEEP RIGHT "R7 -9" - NO PARKING /BIKE LANE "R81(CA)" - BIKE LANE. AS APPLICABLE, TO BE PAINTED "W31(CA)11 - END W %M4 -3 MARKER NOTE: "W14 -1" - DEAD END SIGN NUMBERS ARE FEDERAL CODES "W14 -2" - NO OUTLET UNLESS OTHERWISE INDICATED BY "W1 -7" - DOUBLE ARROW (CA). (CA) INDICATES CALIFORNIA "W1 -6" - SINGLE ARROW CODES. "W1-1" -- CURVE ARROW TRAFFIC MANUAL FOR DETAILS ALL PERMANENT "W3 -3" - SIGNAL AHEAD MARKINGS TO BE THERMOPLASTIC PAINT ■� �■*� .... = m .. TRACT BOUNDARY ALL TEMPORARY STRIPING SHALL BE NON - THERMOPLASTIC. UNIT BOUNDARY ommmwmomwmmmuxmmmwm ./ �/ - PROPOSED EDGE OF PAVEMENT 1C FURNISH & INSTALL INTERCONNECT CONDUIT T---- - FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT TR3= NO. 3 1/2 SIZE TRS =NO. 5 SIZE TR6 =N0. 6 SIZE 31 +00 728 726 724 722 720 718 71s 714 712 7'10 708 706 704 702 700 LEGEND: (CONY.) CURVE NUMBER FOR CURVE DESCRIPTION (D 1 TAPER NUMBER FOR TAPER DESCRIPTION O ITEM OF WORK -SEE SCHEDULE L2 CALTRANS TYPE IV ARROW, LEFT OR RIGHT S89 "27'43 "E AS APPLICABLE, TO BE PAINTED sn liv CALTRANS TYPE 1 ARROW AS APPLICABLE, TO BE PAINTED BIKE LANE MARKINGS PER CAL -TRANS �j EL, STANDARDS bl� "STOP" MARKING PER CAL -TRANS STANDARDS AJ�EM AHEAD" MARKING PER CAL -TRANS STANDARDS NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT STRIPING &PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH- 02ALKYD ALL TEMPORARY STRIPING SHALL BE NON - THERMOPLASTIC. IVr4 702 700 698 696 694 692 690 688 686 684 682 680 oqj jpCK W ALL MONO FIR �-_•_ Ic' ,r,r,••r•+�'� -•. Ate` .�• .. ,r. tC]� i ■ SEE SEPAR�`� - WA�R Pt_a%S Cl 05 c c 0 U-3f co Gi uj t� CD 0 e A, 15 FURNISH AND INSTALL CONDUITS: 1 -- 6" PVC FOR PG &E 1 - 4" GAS LINE 0 __ A" DWO ME) TCI CDLIMIC Il f� Jz J W O ,1, z � < p J LL_ Z p U w M U V a- 0 M� N N tom- F�- V) U) CA W-- `►.I.�'�'� NEW CONDUITS � SEE SHEET 5 � FUTURE HANDICAP ����•. i 11!;`x'. UturORD GREEN DRIVE SEE SHEET 5 HI GHLAND KNOLLS DRIVE (STA. 23 +00.00 C.L. TO STA. 25 +98.71 C.L.) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 11 =6 R =11 NEW CURB & GUTTER SEE SHEET 5 LINE TABLE LINE LENGTH BEARING L1 66.39' S89 °2743 "E L2 3.00' S89 "27'43 "E CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 15 30.00' 46.28' 29.17' 88423'41" ..- �.... --.._ 8d � ._,.v_.- •-- •-- ...- _.,., -" iii'°° �......._..-_._.... �. �....'_.-.,.._..o._..,....,.,...............•-.....-....,.--..., �. �-...-....._...---... �....-...-...,.-.,...-._......_... ._.- .M...,.....p.- ,+«...._..... € � ._,a..�x.....„....,,v...... L }� i gt ._..W.- ...�........ ffE� =3 __J c!2 J cn z A sn liv uj co 6 6 E �j EL, co z co cq cq W r~ �`' • , co co _ _. -._. >. �I• `\ �.�_.w. ._.. _d.�. ul ad- in oce 1.. E w Co .. CIL co Q Li 2 i lei ii yytt • p} { /��w, w ap C1 qd, ! V w B ;; s t�► _ F = C4 e F OD 00 00 co � co o cm �i i in 1 a co c y.a....._- .... -.L.v - - � ._._+ ---. .- ..- ......+..�.�- moo. -...._ �' ...... ....- ....- ..+r..e w...�.++�.�- �:w......�x «�.......... - w_._,4....... 04 �t . �-- 678 21+00 CONSTRUCTION NOTES: O1 CONSTRUCT TYPE "B" CURB &GUTTER PER C.O.B. STD ST 22 +00 23 +00 24+00 2 CONSTRUCT 5.5 COMBINATION SIDEWALK PER C.O.B. STD ST -3 1. PAVING FOR VINELAND ROAD SHALL BE: 0.45' TYPE "A" A.C. OVER 1.75' CL 2 AGGREGATE BASE OVER 3 CONSTRUCT HANDICAP RAMP PER CALTRANS 2006 REVISED DUAL 0.50' COMPACTED O.G., O.G. TO BE COMPACTED UNITS STANDARD PLAN RSP A88A CASE A"- SEE SHEET 7. TO 95% RELATIVE DENSITY PER C.O.B. STD. ST--9. CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. 4 COMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND 2. PAVING FOR HIGHLAND KNOLLS DR. & BEDFORD GREEN DR. SHALL BE: GUTTER LIP TO A DEPTH OF 12 ". 0.30' TYPE "B" ASPHALT CONCRETE OVER 1.15' AGGREGATE BASE 5 INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN OVER 0.55' O.G., O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY A73C WITH W1 -6 SIGN WITH OM4 -3 MARKER. PER C.O.B. STD. ST -9. 6 FURNISH AND INSTALL 2 - 3" CONDUIT PIPES WITH 5 PULL BOXES FOR FUTURE SIGNAL. SECTION DESIGNATION. PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER SECTION LETTER 7 _ A CALTRANS STANDARD SPECIFICATION PTH 02ALKYD di ....�.�._ _ .. .. 8 FUTURE STREET LIGHT INSTALLATION. 2 SHEET WHERE SECTION IS SHOWN 9 FUTURE STREET SIGN INSTALLATION. 10 CONSTRUCT 2' WIDE AC SWALE. 11 FUTURE CURB & GUTTER AND SIDEWALK. 12 ADDITIONAL STREET RIGHT -OF -WAY TO BE DEDICATED BY SEPARATE DOCUMENT. 13 CONSTRUCT 11.0' COMBINATfON SIDEWALK PER C.O.B. STD ST -3. E � d 9 102 F --�-� 700 698 t 696 x 694 J i692 �% i �► r� co 690 688 s= a.�8� 684 682 d d � 680 678 28 +00 TovZ RD DR aspapaete +C;; *er?.R�'-�,ewM4��:Nu.>�: . is:^ fs:f �Ka .cY%!:w'ei^`.....,av_.:� =�v.: .nxr�..iaw+.�r +suvrar_or_r.•r ter:... -.•a •.rw._... . - .�• +,nv. tur..�: -sw. :��'atF.,:am� aw:w.,•:n.•r �.x,/n:+w........,._. «.•., -� -- -_,....�.., _,...: y....._.,..,.....,. ..:a...a.•aa..w..- .vtr:,rorrm�n.. Nr !t «vo.:7.M DIG ALERT Call: TOLL FREE 1- 800 - 227 -2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA a D Q d- 0 Z Do Z Q w < � w 00 .. A �- W tD Co 0 U) N 0:� w Q m ULc9 1 O N o I o o 0 zz o a J U) ® o in z O U 1 b� Q o AZ G,`I t;-� Q m rn J t1? =3 __J c!2 J cn z 'rm uj co �j EL, .j to C63 + to z co cq cq W a �C w 0 ix oce 1.. c� CIL co Q 0 '_"` cd s t�► W 00 0 + co) DC � co o cm F- co c mi 04 �t . �-- 0 0 W a. 'J o X cc u.. 0 C] 0 J Co �C Q 0 Z di mi Z F- W z r z .... W z 1(n-- W W Z �- to � 0 � Q U 4 J U Q U = U }= :zc 4 U V) CD Y VW m m C> U t c3 U O U Q�4U� uj 5 i j /W 1.L W we c:j uj Q CC) CN C14 © C"tocop 1 C> H W W I W 0) W d. LL 0 �G3 z 'rm co �j EL, .j to C63 + to z co cq cq W a �C w 0 ix oce 1.. c� CIL co Q 0 '_"` cd s t�► W 00 0 + co) DC � co o cm F- co c mi 04 �t . �-- 0 0 'J o X cc u.. 0 C] 0 cc ui Co �C Q 0 Z di mi 00 W z r z .... W z N Z �- to a 0 � Q H W W I W 0) W d. LL 0 �G3 11� 11 . q co � or- cl oG 0 _jw va o C3 2' cl�_V(3 + CD�o O 0 co Z d- -oc co- w ALL, == VON"* am. u ER cm FkJT SiDEW URE AND At-t". '44! 43 A, 0 C 5 4370d 2 4WD aim vw*&vp 0 goo, NO. NOTE: > __Ix W 1/2 OF BEDFORD GREEN DRIVE < m TO SR 184 TO BE CONSTRUCTED z < Z) BY THE CITY PER M.O.U. cr- 0 M KERN CANYON RD. -.0- uj �oo C-0 W STATE RTE. KER 184) , to n 694 692 69-0- 688 686 684 682 680 678 676 674 672 LINE TABLE LINE LENGTH BEARING L1 45.30' N61 *5936"E L2 20.19' SOO*32'1!7 W CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 15 30.000 46.28' 29.17' 88*2341" 21 1466.00' 20.00' 10.00' 00446`54" 22 1466.00' 20.00' 10.00" 00"46'54" now mii mmor ■ N%wov ■ It iii Nwo ■ a 5 ■ ftm ■ v snows low 0■ (STA. 16+46.88 C.L. TO STA. 22+37.78 C.L.) SCALE: 1" = 50' HORIZONTAL 1" - 5' VERTICAL T1=6 R =11 S11Q_7'S Qs D%z j A 4 4 34' It I 45 # 61 152 S S 0) woo "J woo 15 TIC l/ ... . ..... . . ... PV cr zwo cof �Gll 7S� Q w' c� Q j NOTE: W 1/2 OF BEDFORD GREEN DRIVE TO THE NORTH TO BE CONSTRUCTED 0 BY OTHERS. cd cr) col) R W VARIES 55' TO 65' A v 1 F VARIES 55" TO 70' VARIES 48' TO 64" 6 R/W PROPOSED SCHOOL SITE VARIES 694 692 69-0- 688 686 684 682 680 678 676 674 2 aw-w I N, INSTALL 228-29 LF OF 18" RGJ-RCP @ 0.25% FOR FUTURE CONNECTION TO STORM DRAIN SYSTEM. CONTRACTOR TO NOTIFY CIVIL ENGINEER PRIOR TO BACKFILLING TO VERIFY INVERT GRADES. CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA "R26(CA)" - NO PARKING 30.00' 35.00' 46.35' 12.17' 29.24' 6.15' 88'31'53" 19*5511" "R7-9" - NO PARKING/BIKE LANE 5' 82.00' 70.89' 37.83" 49#32`01" L1.75) AGGREGATE L CURB & GUTTER 0.50' COMPACTED O.G. TO BASE 95% RELATIVE DENSITY. VINELAND ROAD SCALE HORIZ. 1 " =5' VERT. 71=8 R=1 1 ri R/W VARIES 45' TO 61' VARIES 451 TO 49 ' R/W PROPOSED "R5-1" - DO NOT ENTER "S4-2" - WHEN CHILDREN ARE PRESENT "R26(CA)" - NO PARKING "S4-3" - SCHOOL "R3-5R" - RIGHT TURN ONLY "R2-1" - SPEED LIMIT 20 SCHOOL SITE "R7-9" - NO PARKING/BIKE LANE 5' kcnc; VARIES 34' TO 38' 6 S' "W14-1" - DEAD END SIGN NUMBERS ARE FEDERAL CODES EXISTING UNLESS OTHERWISE INDICATED BY "W1-7" - DOUBLE ARROW w z "W1-6" - SINGLE ARROW I EXISTING GROUND "W3-3" SIGNAL AHEAD UNITS STANDARD PLAN RSP A88A CASE "A "-- SEE SHEET 7. CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST-17. 0. 30' A. C. PAVING pe5 co + UNIT BOUNDARY -i tuw PROPOSED EDGE OF PAVEMENT GROUND CONDUIT uj 4% TR3=NO. 3 1/2 SIZE 2.0. 1.15' AGGREGATE BASE %_ LL_ 2% 33,E cn Do • • 0 + 2:1 TO MATCH :D< UJ -i co I a: cy- C) :5 0.30" TYPE "B" ASPHALT CONCRETE OVER 1.15' AGGREGATE BASE t :1 TO MATCH EXISTING cy "i CURB & GUTTER EXISTING is GROUND 0.55" COMPACTED O.G. TO A73C WITH W1-6 SIGN WITH OM4-3 MARKER. PER C.O.B. STD. ST-9. 95% RELATIVE DENSITY. STANDARDS 6 FURNISH AND INSTALL 2 - 31' CONDUIT PIPES WITH #5 PULL HIGLILAN12 KNOLLS URIVE SCALE 1" =10" HORIZ. A OXIDATE GR D AT CHNTERUNE EXISTING 1 "= 5' VERT. PROPOSED NORTH- 71=6 R=11 7 PAINT 12 LIMIT LINE USING THERMOPLASTIC PAINT PER LEG Is EbIQ* • (c LEGEND* ONLI ABBREVIATIONS R1 F.L. FLOWLINE P.O.V.C. POINT ON VERTICAL CURVE FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: a 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 PCC POINT OF COMPOUND CURVATURE E.C. END CURVE TC TOP OF CURB P.I.V.C. POINT OF INTERSECTION T.P. TOP OF PAVEMENT OF VERTICAL CURVE F.C. FINISH CONCRETE M.O.U. MEMO OF UNDERSTANDING FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST-13. @ EXISTING SURVEY MONUMENT FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. + FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. _C>_ FURNISH & INSTALL STREET LIGHT-5800 LUMEN PER C.O.B. STD. ST-14. � FURNISH & INSTALL STREET LIGHT-9500 LUMEN PER C.O.B. STD. DET. ST-14. 5jovtj AAo,4tjpoEvtT rro $Q 5cT k rA (:�s ez. ()\t � k, UVM5 1.15' AGGREGATE BASE - 1 0.55' COMPACTED O.G. TO 95% RELATIVE DENSITY. BE12FOfJQ GIREEN QfRIVE /t"N SCALE 1 =10' HORIZ. 1 = 5' VERT. Tlqmom6 R =11 R/W 60" R/W F 301 A 5)--[ 5' 20 10 z 0. 2 0' A. C. _j I 3: PAVING- 0 U- 2% VAR/,ES flQ TO SIDEWALK 0.75' AGGREGATE BASE CURB & GUTTER 0.55" COMPACTED O.G. TO TEMPORARY SUMP 95% RELATIVE DENSITY. S.EQIIQN SCALE 1 Is =10" HORIZ.v "Rl-l" - STOP "W3-1" - STOP AHEAD "R64'- ONE WAY "S5-2" - END SCHOOL ZONE "R5-1" - DO NOT ENTER "S4-2" - WHEN CHILDREN ARE PRESENT "R26(CA)" - NO PARKING "S4-3" - SCHOOL "R3-5R" - RIGHT TURN ONLY "R2-1" - SPEED LIMIT 20 "R4-7" - KEEP RIGHT "R7-9" - NO PARKING/BIKE LANE "R81(CA)" - BIKE LANE kcnc; "W31(CA)" - END W/OM4-3 MARKER NOIE: "W14-1" - DEAD END SIGN NUMBERS ARE FEDERAL CODES "W14-2" - NO OUTLET UNLESS OTHERWISE INDICATED BY "W1-7" - DOUBLE ARROW (CA). (CA) INDICATES CALIFORNIA "W1-6" - SINGLE ARROW CODES. "Wl-l" CURVE ARROW co "W3-3" SIGNAL AHEAD UNITS STANDARD PLAN RSP A88A CASE "A "-- SEE SHEET 7. CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST-17. m m n m TRACT BOUNDARY pe5 co + UNIT BOUNDARY -i tuw PROPOSED EDGE OF PAVEMENT IC FURNISH & INSTALL INTERCONNECT CONDUIT _M 3 TR5 TJ3.6 FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT TR3=NO. 3 1/2 SIZE TR5=NO. 5 SIZE TR6=NO. 6 SIZE cos 706 704 702 700 698 696 694 692 690 688 686 684 682 680 678 676 674 672 94 QA 702 700 698 696 694 6-9-2 690 688 686 _-i -de FUTURE' INTERCONNECT DEPTH=1.5' rt uj Ll + M _.§_QHOO`L BOUNDARY FUTURE IMPROVEMENTS PILLINGS WAY (STA. 10+00.00 C.L. TO STA. 12+13.19 C.L.) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL ff-1571-i-I 11+00 12+00 702 700 698 696 694 692 6-9-0 688 686 (D CURVE NUMBER FOR CURVE DESCRIPTION 1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST-1 NOIE59 1 V%.# %JL_TT&_1% W -AJ*%J%Jf0 1 TAPER NUMBER FOR TAPER DESCRIPTION CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST-3 1. PAVING FOR VINELAND ROAD SHALL . BE: kcnc; 0 0 CONSTRUCT HANDICAP RAMP PER CALTRANS 2006 REVISED DUAL 0.45" TYPE "A" A.C. OVER 1.75' CL 2 AGGREGATE BASE OVER • Cb 4w co > uj COMPACTED LL, co co CC UNITS STANDARD PLAN RSP A88A CASE "A "-- SEE SHEET 7. CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST-17. co d� pe5 co + cq -i tuw j < zr. I— 00 co (3 UJ _J > 0 C3 < Allrilili s=__1 • C3 S, 33,E cn Do • • 0 + CALTRANS TYPE I ARROW AS APPLICABLE, TO BE PAINTED :D< UJ -i co I a: cy- C) :5 0.30" TYPE "B" ASPHALT CONCRETE OVER 1.15' AGGREGATE BASE t cy "i 12- cn PNFA=:t> o:: �q + A73C WITH W1-6 SIGN WITH OM4-3 MARKER. PER C.O.B. STD. ST-9. STANDARDS 6 FURNISH AND INSTALL 2 - 31' CONDUIT PIPES WITH #5 PULL Ck :z I- w in in A OXIDATE GR D AT CHNTERUNE EXISTING BOXES FOR FUTURE SIGNAL. PROPOSED NORTH- "STOP" MARKING PER CAL-TRANS STANDARDS 7 PAINT 12 LIMIT LINE USING THERMOPLASTIC PAINT PER SECTION LETTER MEAD AHEAD" MARKING PER CAL-TRANS STANDARDS CALTRANS STANDARD SPECIFICATION PTH-02ALKYD 8 FUTURE STREET LIGHT INSTALLATION. 2 W SHEET WHERE SECTION IS SHOWN Lu M It m ff-1571-i-I 11+00 12+00 702 700 698 696 694 692 6-9-0 688 686 (D CURVE NUMBER FOR CURVE DESCRIPTION 1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST-1 NOIE59 1 V%.# %JL_TT&_1% W -AJ*%J%Jf0 1 TAPER NUMBER FOR TAPER DESCRIPTION CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST-3 1. PAVING FOR VINELAND ROAD SHALL . BE: ITEM OF WORK - SEE SCHEDULE 0 0 CONSTRUCT HANDICAP RAMP PER CALTRANS 2006 REVISED DUAL 0.45" TYPE "A" A.C. OVER 1.75' CL 2 AGGREGATE BASE OVER cr loc ■ 0.50" COMPACTED O.G. O.G. TO BE COMPACTED LL, CALTRANS TYPE IV ARROW, LEFT OR RIGHT co CC UNITS STANDARD PLAN RSP A88A CASE "A "-- SEE SHEET 7. CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST-17. TO 95% RELATIVE DENSITY PER C.O.B. STD. ST-9. J)k AS APPLICABLE, TO BE PAINTED uj > 0 < TO 12" BEYOND COMPACT SUBGRADE TO 95% OF MAX. 2. PAVING FOR HIGHLAND KNOLLS DR. & BEDFORD GREEN DR. SHALL BE.- :z CALTRANS TYPE I ARROW AS APPLICABLE, TO BE PAINTED GUTTER LIP TO A DEPTH OF 12 ". 0.30" TYPE "B" ASPHALT CONCRETE OVER 1.15' AGGREGATE BASE INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN ' 0.55 O.G., O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PNFA=:t> BIKE LANE MARKINGS PER CAL-TRANS A73C WITH W1-6 SIGN WITH OM4-3 MARKER. PER C.O.B. STD. ST-9. STANDARDS 6 FURNISH AND INSTALL 2 - 31' CONDUIT PIPES WITH #5 PULL C5 BOXES FOR FUTURE SIGNAL. SECTION DESIGNATION: "STOP" MARKING PER CAL-TRANS STANDARDS 7 PAINT 12 LIMIT LINE USING THERMOPLASTIC PAINT PER SECTION LETTER MEAD AHEAD" MARKING PER CAL-TRANS STANDARDS CALTRANS STANDARD SPECIFICATION PTH-02ALKYD 8 FUTURE STREET LIGHT INSTALLATION. 2 W SHEET WHERE SECTION IS SHOWN Lu NOTE: U9 FUTURE STREET SIGN INSTALLATION. SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT CONSTRUCT 2' WIDE AC SWALE. PER CALTRANS STANDARD SPECIFICATION PTH-02ALKY0 ALL TEMPORARY STRIPING SHALL BE NON- THERMOPLASTIC. FUTURE CURB & GUTTER AND SIDEWALK. ADDITIONAL STREET RIGHT-OF-WAY TO BE DEDICATED BY SEPARATE DOCUMENT. CONSTRUCT 11.0' COMBINATION SIDEWALK PER C.O.B. STD ST-3. 7 �� E RD DR.. DIG ALERT EI F- I— (f) V) Call: TOLL FREE 1- 800 - 227 -2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA m 0 ff) cr_ ::) < O z co Z 1i 0 < -i LLJ 00 0 Lij Q0 0 E (D o o ry LLJ il , 11 kill \G Pa., 0 0 0 z L w .- o < j I a _j V) m w w cr X 0 L Yo- c) A ��Z< C) fn I En J => I a, 1"m Z Lu ui (D > Lu t3 > CC + CIL cm 2 C*J 0 0 ww- 1.. z x 0 ui Lei t- uj LLJ U) cr loc ■ 0 a C 0 LL, O OOD LJL 00 co CC 10 0 t6 cf) q* UJ Lu co + Z (AD Co uj > 0 < 0 0 :3 :z C5 U- C> m to CD W Q:: uj Lu M m M M :z -< M:z (D Q U) z 6 ck "711 U-) LLJ V) LLJ 0 ck: CD LLJ F- M: (_1) LLJ Q 6 C-) :D Ld F- (f) cn :z C> V_ R5 L&J m " LL_ V) . :z w =_ V) - V) LLJ a- m LLJ m (S F_ LLJ LLJ (D ©zm c_> u.J V) Ui SQ C:) >: >. 141 Q__ c:3 _< Uj Of LLJ c1__ =1 V-- v- v- CN < cz), L0 t�o c> C) C) C) W .w w I co U. 0 0) z .j a, 1"m Z Lu ui (D > Lu t3 > CC + CIL cm 2 C*J 0 0 ww- 1.. z x 0 ui Lei t- uj LLJ U) cr loc ■ 0 a C 0 LL, O OOD LJL 00 co CC 10 0 t6 cf) q* UJ Lu co + Z (AD Co W �,w, o z cl) > 0 < 0 0 :3 W .w w I co U. 0 �/l / ' �� . � all co CIII ez at o13 Q CA ~ 6 Wo 4 LEQEND:�� F.L. FLUYLIN[ p.O.V.C. POINT ON VERTICAL CURVE C.L. CENTERLINE B.\(C. 8[QN VERTICAL CURVE ELEV. ELEVATION E.V^C. END VERTICAL CURVE B.C.R. BEGIN CURB RETURN P.I. POINT 0FINTERSECTION E.C.R. END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE B.C. BEGIN CURVE PCC POINT OF COMPOUND CURVATURE E.C. END CURVE TC TOP OF CURB p.|.V.C. POINT OF INTERSECTION T.P. TOP OF PAVEMENT OF VER11CAL CURVE F.C. FINISH CONCRETE M.O.U. MEMO OF UNDERSTANDING INSTALL SURVEY MONUMENT PER C.O.B. STD. ST-13. JrVIAC4 5icov, == EXISTING SURVEY MONUMENT -�- FURNISH & INSTALL STREET NAME SIGN PER C.O.B. / STD . T-1. l ----� -«�- FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. . --C>- FURNISH &|NSTALL STREET UGHT-5800 LUMEN PER �O.B. STD. ST-14. —r J?A C1 6 3 2 �Fjj-WRE STREL_ I I \ 1 34- PHASE: 10 UR 1111111111111111111 ill limilill %lk 42OC2 11004 2 7 — — — — — — — — — Flo 5 4 "kRDI FUTURE CURB & GUTTER D SIDEWALK 6 AN moo VINELAND ROAD= -co REISLING PLACE (FUTURE) LjT' E: � 2LA \k/ �'�\ V\4 mow DETAIL 278 lo� D IL 1172�7`) ETA maw DETAIL 39 7 =4L a%* N 19 /-DETAIL 39 TAIL OF PA VE44E� T 00 sow v- CIV loft Dw_cncn waft -no LINE OF SIGHT 7 V_w 411 amp- Oc of Now 4C) C CD J11 CD % I\- C-4 ffi 6 C_� SITE-4 c_\4 UA lr--- -c:r CN SCHOOL < < 'N�� %_ — It cr) 14- oc) 'Ni roll, tor-7 d F- _z- F_ 11-:1 Lw4j ui LLJ 6352 80 27+00 co No aft. _ ^~' -6 P, INTERCONNECT m: FUTU��o_ VAcAW 'u FORE CURB AND & GUTTER SIDEWALK pRm»nr,. _ FURNISH & INSTALL STREET UCHT-0500 LUMEN PER C.O.B. STD. ET ST-14. ' ' VIN��,��^��'�� � � w/m �Yt� '� J�e -l- 0) __j __j � ��&����S��C���1� a: 93 cv 0;' U���������������N� Cf) �� (rcd � - - �1 1^ �TDp ^�J-1^ - 3T0P AH[AD Of 18+00 00000000 (STA. �7+0IOO �L 0 ST� 3Uf9�89 ° ` CL\ ' �� �� �Uz� "" ^� �8-1~ - � �Y ^ '�� - � �� �� . SCALE' 1 = 5O HORIZONTAL 2 AGGREGATE BABE OVER =�� �//� , ��^� Q� ^R5-1^ - D0 NOT ENTER "34-2. - WHEN CHILDREN ARE PRESENT TO 95% RELATIVE DENSITY PER C.D.B. STD. BT-Q. ' /"" �Ym "B28(CA°-NDPARKING "S4-J"-3CHO0L "R24' WIll 0.30` TYPE "B" ASPHALT CONCRETE /�\ CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST-1 ^R3-5R^ - RIGHT TURN ONLY LIMIT - SPEED �|T 20 PER C.D.B. BT]. ST-9. co 0 \�� ' ' ' "R4-7" - KEEP RIGHT ^R81(CA)" _ BIKE LANE "R81( CA)" "R7-8" - NO PARK|NG/B|KELANE /�� CURVE NUMBER F07 CURVE DESCRIPTION . /�} \�/ _� ` CONSTRUCT 5.5 COMBINATION SIDEWALK PER C.O.B. STD ST-3 . ( � END �/�W4-3 MARKER 'VM4-1' �l�� \~�/ SHEET wmcnc occnuw IS snow�--~ -- Lai CONSTRUCT HANDICAP RAMP PER CALTRANS 2008 REVISED DUAL - DEAD END SIGN NUMBERS ARE FEDERAL CODES �1� TAPER NUMBER FOR TAPER DESCRp�ON \�/ UNITS STANDARD PLAN RSp A88A CASE "A"- SEE SHEET 7. "W14-2" - NO OUTLET ^M_7~ DOUBLE ARROW UNLESS OTHERWISE INDICATED BY A (CA) INDICATES CALIFORNIA ~' q\ SCHEDULE �� OF WORK _ �I co CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. 8T-17. " SINGLE ARROW CODES. czk \/ COMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND .yM-1. - CURVE ARROW "W3-3" ^�^ TYPE CALTRANS �E IV ARROW, LEFT OR RIGHT A APPLICABLE, O B[ PAINTED -- GUTTER Up TO A DEPTH OF 12 ". SIGNAL AHEAD INSTALL TYPE ||| BARRICADE PER CALTRAN8 STANDARD PLAN V) CD CA�AN3 TYPE | ARROW O \~\/ - - A7�C WITH VN 8 3|CN WITH O�4 3 MARKER ' �=~��"�=�� TRACT BOUNDARY l/ " AS APPLICABLE, T0 BE PAINTED /�\ FURNISH AND INSTALL 2 - J" CONDUIT PIPES NTH �5 PULL "- UNIT BOUNDARY en BOXES FOR FUTURE SIGNAL. PR0P0SED EDQE OF PA��ENT IRA =�^ G|KE LANE MARK�SS PER CAL-TRAN3 STANDARDS " PA|NT 12 LIMIT L|NE US|NG THERMOPLASTlC PA|NT PER ---���/n FURNISH - INSTALL INTERCONNECT =' =� CONDUIT FL CALTRANS STANDARD SPECIFICATION PTH-02ALKYD !R3 TR6 "STOP" ST0P MARKING PER CAL-TRANS STANDARDS \�/ FUTURE STREET LIGHT INSTALLATION. FURN|SH & INSTALL SPLICE BOX FOR INTERCONNECT ~�^�~ `-� TR3=NO. 3 1/2 SIZE TR5=N{\ 5 SIZE TR8~N[\ U SIZE M00 "AHEAD" MARKING PER CAL-TRANS STANDARDS ^ FUTURE STREET SIGN INSTALLATION. NOTE: CONSTRUCT 2 ' WIDE AC SWALE 110voLlili )ft, C3 (FU � FU�mr '-"c CURB & CU W AID SIDEWALK T7ER �8n / �-FUT/R, ----�� FUTURE R IN L.1j 00 \�� U AND KN IV (STA. 24+00.00 C.L. TO STA. 25+98.71 C.L.) SCALE: 1"' 50' HORIZONTAL BEDFORD GRM DRIME (FUTURE STREET) 10P "1 11 ko �b _01 ------ ---- --- -- ------ :z FUTURE E: 8 OVA* -WOW 42 GJ CONDUITS UR5 wave dow. IC Ic FUTURE ic 'cotiNECI CFUTURE CURB 9 6 23+00 ogo= 77!7 '�" Z Z U-) rqEW ` Ku Uumo^ uE�7�7�� - "-_�� -~�c/ 3 '. a: 93 cv 0;' 'n�D��"�Y��� Cf) mj Of 18+00 00000000 - 0 Z ^�U)' 1. PAVING FOR V1NELAND ROAD SHALL BE: 0.45' TYPE "/\" A.C. OVER 1.75` CL 2 AGGREGATE BABE OVER 0.50' COMPACTED D.G.` O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.D.B. STD. BT-Q. 2. PAVING FOR HIGHLAND KNOLLS DR. & BEDFORD GREEN DR. SHALL BE: WIll 0.30` TYPE "B" ASPHALT CONCRETE OVER 1.15" AGGREGATE BASE OVER 0.55` O.C., O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PROPOSED EDGE PER C.D.B. BT]. ST-9. co 0 LLj SECTION DESIGNATION: CD cc SECTION LETTER :z z Nu ������� 2 LLj z0 SHEET wmcnc occnuw IS snow�--~ -- Lai SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLAS11C PAINT FUTURE CURB & GUTTER AND SIDEWALK. PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD ADDITIONAL STREET RIGHT—OF—WAY TO BE DEDICATED BY SEPARATE DOCUMENT. ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. FU 7-(jf?E 103 CONSTRUCT 11.0' COMBINATION SIDEWALK PER C.O.B. STD ST-3. CL it 00 12 cv 8 4 W C) ZZ4 r': 5 + + :� , Fu TUR 07 NEW CURB 10 tw-- in + IN ; 1 9 6 0 'FERCQNN�6E \> SEE SHEE T 3 GU TTER 1 8 1 7 cope Ef 1 -3 Ic mow 352 quo S 4 aft FUTURE P o0i ftesaftmews ic mi ND IN TE1?Co'V/VEC T 11+00 FUTURE INTERCONNECT t:FUTURE CURB & GUTTER %00sf D1 ~^-- SCHOOL REVISION APPROVED BY: MARIAN SHAW C.E. IV DATE lilt 2 3 1 aco 0 4 111 5 list z *Jill It 202 30 6 7 113d 11 URE P HASE I CX) - FUTURE INTERCONNECT AND SIDEWALK 20+0 23+oo Wpjl�jj /FI T 24+00 c� IS I cl- PRopo�ED CL a: 93 z Cf) mj Of 18+00 00000000 - 0 Z 7 cl) ..J � 0. Z Z 0 —J LLj Z 3: WIll am =Now cl C3 C) .j 0 ui soman PROPOSED EDGE co 0 LLj CD cc :z z LLj z0 13+00 Lai > 16+00 co :z czk V) CD LLj Z en LLj C-3 it 6LLj FL c6 05 A C6 M LLJ :z CL J FUTURE S C HOOL SITE �o --Z! Ni '-cr co -q- + < C) < U) co H AND K DRIV -�� c�� CD ���N�� ����� � �� �`�� ��� ��`������� �� n� � ' w// -/~ c� /- � - - C.L. (STA. 1���������CL\ �~' " um4 N0VQ -~ r' �(� lu(3i �� | '- ' ---- r- ' - -''' - ' ' --'-- --' SCALE: 1 = �� HORIZONTAL � )� FUTURE SCHOOL SUTK_ A. Lei 11 ouj _j Lo CN ' mm Call: T FREE 1 800 227m�2600 AT TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA { A� . ` _ . .� .. Lu > CL a: 93 z Cf) mj - 0 Z c o 0 own Ix CL cl) ..J � 0. Z Z 0 —J LLj Z 3: am =Now cl C3 C) .j 0 ui soman cr. z co 0 LLj CD cc :z z LLj z0 Lai > { A� . ` _ . .� .. co Z Lu > CL a: 93 z Cf) mj W F-m > 0 Z c o 0 own Ix CL cl) ..J � 0. Z Z 0 —J LLj Z 3: am =Now cl C3 C) .j 0 ui soman cr. z co 0 LLj W be a 00 cc :z z LLj z0 vow > :z czk V) CD LLj Z en LLj C-3 C6 M LLJ :z CL Lo C)i CD co Z Lu > CL a: 93 z Cf) mj W F-m > 0 Z c o 0 own Ix CL cl) ..J � 0. Z Z 0 —J Z 3: am =Now cl C3 C) .j 0 ui soman cr. z co 0 W be a 00 cc z z0 vow > co 0—i c j sicE s�/ Aq EET FUTURE SCHOOL SITE 8 ):T 0� R/W 34 11 1 o 4S C� tiC fC � rc � .� � 4�' i / l � 10 R26 CA ��E �` W ! 5 IN DETAIL 27B(T) ,�- TERCpNE �c CT -� l! � 1 .•• OF VE t 0 18+00 Pf�A s YRE PROPOSED EDGE 20 +00 9 � � I r � FU RE PAVEMENT 21 fop _ _ - -- - _ FUTURE CURB & `= _ _ _ AND GU TIER w~ � ___ �- y .. � �.. - • / 22+� _ tt �► - "tit 'iii .+ ""� .r 'r" r ✓O �'+ „'� `� 1 "� s ' +������� �- EE� 5 eok�j r / p Sl1e 0- N w C/G AND CONDUIT IYC- J >- SEE SHEET �c 2� d _ Ck KERN CANYON RD. �- w zo 0 _ (STATE RTE. KER 1Ln a_ 1-- -.i co Z aQ � R D R N ^ �pcvZU�� �co (STA. 16 +46.88 C.L. TO STA. 22 +37.78 C.L.) o Ay SCALE: 1 " = 50' HORIZONTAL �" :,- �► 1 = 5 VERTICAL CIS ~q QPT'} wl� vd ,. co cri Z co c LEQEND. 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 PCC POINT OF COMPOUND CURVATURE E.C. END CURVE TC TOP OF CURB P. 1. V. C. POINT OF INTERSECTION T.P. TOP OF PAVEMENT OF VERTICAL CURVE F. C. FINISH CONCRETE M.O.U. MEMO OF UNDERSTANDING 0 F RNISH &INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. �vrvoA Is Q.V%o MQVXT EXISTING SURVEY MO UMENT FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T -1. FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T -1. --->- 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. DET. ST -14. LEGEND: (CO R1 FURNISH & INSTALL TRAFFIC SIGNS PER C.Q.B. STD. T -19: "R1 -1" - STOP "W3-1" - STOP AHEAD "R6 -1" - ONE WAY J "R5 -1" - DO NOT ENTER "S4 -2" - WHEN CHILDREN ARE PRESENT 0 N 06 "R3 --5R" - RIGHT TURN ONLY "R2 -1" - SPEED LIMIT 20 "R4 -7" - KEEP RIGHT r C N J SIDEWALK "W31(CA)" - END W /OM4 -3 MARKER NOTE: "W14 -1" - DEAD END � �3 co %x co UNLESS OTHERWISE INDICATED BY I/ •� 0 UIII y CODES. "W1 -1" - CURVE ARROW C-4 00 ✓ TRACT BOUNDARY Z 0.Y Lo., 4 to FURNISH AND INSTALL 2 - 3" CONDUIT PIPES WITH #5 PULL ----- •-- .--- -- PROPOSED EDGE OF PAVEMENT IC FURNISH & INSTALL INTERCONNECT � cj 'F cii !3 TR5 T&6 FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT TR3 =NO. 3 1/2 SIZE TR5 =NO. 5 SIZE TR6 =NO. 6 SIZE PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH- 02ALKYD SECTION TER B FUTURE STREET LIGHT INSTALLATION. wc� v 2 o, v 0 Fs? FUTlfRE WALL SHEET INHERE SECTION IS SHOWN pet p -� ol GU .-_kj �. w ° �, c� �uRe FuT p St'DEWAI-K t z �,c m AN 17 +0 O :z C -- 16+00 A _ ------ t c j sicE s�/ Aq EET FUTURE SCHOOL SITE 8 ):T 0� R/W 34 11 1 o 4S C� tiC fC � rc � .� � 4�' i / l � 10 R26 CA ��E �` W ! 5 IN DETAIL 27B(T) ,�- TERCpNE �c CT -� l! � 1 .•• OF VE t 0 18+00 Pf�A s YRE PROPOSED EDGE 20 +00 9 � � I r � FU RE PAVEMENT 21 fop _ _ - -- - _ FUTURE CURB & `= _ _ _ AND GU TIER w~ � ___ �- y .. � �.. - • / 22+� _ tt �► - "tit 'iii .+ ""� .r 'r" r ✓O �'+ „'� `� 1 "� s ' +������� �- EE� 5 eok�j r / p Sl1e 0- N w C/G AND CONDUIT IYC- J >- SEE SHEET �c 2� d _ Ck KERN CANYON RD. �- w zo 0 _ (STATE RTE. KER 1Ln a_ 1-- -.i co Z aQ � R D R N ^ �pcvZU�� �co (STA. 16 +46.88 C.L. TO STA. 22 +37.78 C.L.) o Ay SCALE: 1 " = 50' HORIZONTAL �" :,- �► 1 = 5 VERTICAL CIS ~q QPT'} wl� vd ,. co cri Z co c LEQEND. 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 PCC POINT OF COMPOUND CURVATURE E.C. END CURVE TC TOP OF CURB P. 1. V. C. POINT OF INTERSECTION T.P. TOP OF PAVEMENT OF VERTICAL CURVE F. C. FINISH CONCRETE M.O.U. MEMO OF UNDERSTANDING 0 F RNISH &INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. �vrvoA Is Q.V%o MQVXT EXISTING SURVEY MO UMENT FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T -1. FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T -1. --->- 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. DET. ST -14. LEGEND: (CO R1 FURNISH & INSTALL TRAFFIC SIGNS PER C.Q.B. STD. T -19: "R1 -1" - STOP "W3-1" - STOP AHEAD "R6 -1" - ONE WAY "S5 -2" - END SCHOOL ZONE "R5 -1" - DO NOT ENTER "S4 -2" - WHEN CHILDREN ARE PRESENT "R26(CA.)" - NO PARKING "S4 -3" - SCHOOL "R3 --5R" - RIGHT TURN ONLY "R2 -1" - SPEED LIMIT 20 "R4 -7" - KEEP RIGHT "R7 -9" - NO PARKING /BIKE LANE "R81(CA)" - BIKE LANE SIDEWALK "W31(CA)" - END W /OM4 -3 MARKER NOTE: "W14 -1" - DEAD END SIGN NUMBERS ARE FEDERAL CODES "W14 -2" - NO OUTLET UNLESS OTHERWISE INDICATED BY "W1 -7" - DOUBLE ARROW (CA). (CA) INDICATES CALIFORNIA "W14" - SINGLE ARROW CODES. "W1 -1" - CURVE ARROW OVER 0.55' O.G., O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY "W3 -3" - SIGNAL AHEAD A73C WITH W1 -6 SIGN WITH OM4 -3 MARKER. TRACT BOUNDARY ...r.... +�■� ....� .. ,........� UNIT BOUNDARY FURNISH AND INSTALL 2 - 3" CONDUIT PIPES WITH #5 PULL ----- •-- .--- -- PROPOSED EDGE OF PAVEMENT IC FURNISH & INSTALL INTERCONNECT CONDUIT !3 TR5 T&6 FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT TR3 =NO. 3 1/2 SIZE TR5 =NO. 5 SIZE TR6 =NO. 6 SIZE LEGEND: (CONY.) (D CURVE NUMBER FOR CURVE DESCRIPTION 1 TAPER NUMBER FOR TAPER DESCRIPTION 10% MAX ITEM OF WORK -SEE SCHEDULE ? CALTRANS TYPE IV ARROW, LEFT OR RIGHT J�k AS APPLICABLE, TO BE PAINTED J� CALTRANS TYPE I ARROW NOTE 4 AS APPLICABLE, TO BE PAINTED SIDEWALK BIKE LANE MARKINGS PER CAL -TRANS 4 STANDARDS �� 'STOP° MARKING PER CAL -TRANS STANDARDS AHEAD "AHEAD" MARKING PER CAL -TRANS STANDARDS NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH- 02ALKYD ALL TEMPORARY STRIPING SHALL BE NON - -THERMOPLASTIC. CONSIERUCIIQN N �1 CONSTRUCT TYPE "B" CURB &GUTTER PER C.O.B. STD ST -000--l')A 2% MI~ AX SIDEWALK 0000 000000 o ��os -< °00000 -N 10% MAX ° ? - SEE NOTES '�7 SEE o 00000 00000o I nnnnnn AND 8 NOTE 4 ov SIDEWALK STD. ST--9. 4 ---- 2. PAVING FOR HIGHLAND KNOLLS DR. FRONT 000000000000 0.30' TYPE "B" ASPHALT CONCRETE EDGE OF 5 000000 00000 QObQC0100io0 OVER 0.55' O.G., O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY SIDEWALK A 4' -0" MIN r"'%AC-r A WHERE A FLARED SIDE OCCURS 0000 000000 o ��os -< °00000 -N 10% MAX 0000 00 M 0000 00 10% MAX AT CURB 0000 000000 00000010000 nnnnnn 00000 00000o I nnnnnn AT CURB A 4' -0" MIN r"'%AC-r A WHERE A FLARED SIDE OCCURS , CONSTRUCT 5.5 COMBINATION SIDEWALK PER C.Q.B. STD ST-3 PROVIDE 2'-0" STRAIGHT CURB BE: 1 En ECR 2 AGGREGATE BASE OVER CONSTRUCT HANDICAP RAMP PER CALTRANS 2006 REVISED DUAL �C� o �O � tip' a U- SIDEWALK STD. ST--9. 4 CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. COMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND 2. PAVING FOR HIGHLAND KNOLLS DR. 0 v BCR I-,*- CROSSWALK IF PROVIDED DETAIL B TYPICAL- ONE -RAMP UUNIN LN 11`4 -�) I ALLA I I UIN SEE NOTES 1 AND 3 APPROXIMATELY 3f4" 1/4" GROOVING DETAIL w 0.45 it, �-"- TOP DIA 0.9" BASE DI A RAISED TRUNCATED DOME 000 1.67" TO 2.35" CENTER TO Q QO Q CENTER SPACING 0 RAISED TRUNCATED DOME PATTERN (IN- LINE, DETECTABLE WARNING SURFACE SEE NOTE 7 GUTTER FLOWLINE TOP OF RAMP 4' -0" MIN --.� SEE NOTE fi ROUNDED 2% MAX �- 8.33% MAX SECTION A -A NOTES: 1. AS SITE CONDITIONS DICTATE, CASE A THROUGH CASE G CURB RAMPS MAY BE USED FOR CORNER INSTALLATIONS SIMILAR TO THOSE SHOWN IN DETAIL B. THE CASE OF CURB RAMPS USED IN DETAIL A DO NOT HAVE TO BE THE SAME. CASE A THROUGH CASE G CURB RAMPS ALSO MAY BE USED AT MID BLOCK LOCATIONS, AS SITE CONDITIONS DICTATE. 2. IF DISTANCE FROM CURB TO BACK OF SIDEWALK IS TOO SHORT TO ACCOMMODATE RAMP AND 4'--0" PLATFORM (LANDING) AS SHOWN IN CASE A, THE SIDEWALK MAY BE DEPRESSED LONGITUDINALLY AS IN CASE B, OR C OR MAY BE WIDENED AS IN CASE D. 3. WHEN RAMP IS LOCATED IN CENTER OF CURB RETURN, CROSSWALK CONFIGURATION MUST BE SIMILAR TO THAT SHOWN FOR DETAIL B. 4. THE CURB RAMP SHALL BE OUTLINED, AS SHOWN, WITH A 1'--0" WIDE BORDER WITH 1/4" GROOVES APPROXIMATELY 3/4" ON CENTER. SEE GROOVING DETAIL. 5. TRANSITIONS FROM RAMPS AND LANDING TO WALKS, GUTTERS OR STREETS SHALL BE FLUSH AND FREE OF ABRUPT CHANGES. 6. MAXIMUM SLOPES OF ADJOINING GUTTERS, THE ROAD SURFACE IMMEDIATELY ADJACENT TO THE CURB RAMP OR ACCESSIBLE ROUTE SHALL NOT EXCEED 5 PERCENT WITHIN 4' -0" OF THE TOP AND BOTTOM OF THE CURB RAMP. 7. CURB RAMPS SHALL HAVE A DETECTABLE WARNING SURFACE THAT EXTENDS THE FULL WIDTH AND FULL DEPTH OF THE RAMP. DETECTABLE WARNING SURFACES SHALL CONFORM TO THE DETAILS ON THIS PLAN AND THE REQUIREMENTS IN THE SPECIAL PROVISIONS. 8. THE EDGE OF THE DETECTABLE WARNING SURFACE NEAREST THE STREET SHALL BE BETWEEN 6" AND 8" FROM THE GUTTER FLOWLINE. 9. SIDEWALK AND RAMP THICKNESS, "T", SHALL BE 3.5" MINIMUM. 10. UTILITY PULL BOXES, MANHOLES, VAULTS AND ALL OTHER UTILITY FACILITIES WITHIN THE BOUNDARIES OF THE CURB RAMP WILL BE RELOCATED OR ADJUSTED TO GRADE BY THE OWNER PRIOR TO, OR IN CONJUNCTION WITH, CURB RAMP CONSTRUCTION. 11. FOR RETROFIT CONDITIONS, REMOVAL AND REPLACEMENT OF CURB APRON WILL BE AT THE CONTRACTOR'S OPTION, UNLESS OTHERWISE SHOWN ON PROJECT PLANS. CURB RAMP DETAILS PER RSP A88A DATED SEPTEMBER 1, 2006 2 , CONSTRUCT 5.5 COMBINATION SIDEWALK PER C.Q.B. STD ST-3 1. PAVING FOR VINELAND ROAD SHALL BE: 1 En 0.45' TYPE "A" A.C. OVER 1.75' CL 2 AGGREGATE BASE OVER CONSTRUCT HANDICAP RAMP PER CALTRANS 2006 REVISED DUAL 0.50' COMPACTED O.G., O.G. TO BE COMPACTED UNITS STANDARD PLAN RSP A88A CASE "A "-- SEE SHEET 7. TO 95% RELATIVE DENSITY PER C.O.B. STD. ST--9. 4 CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. COMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND 2. PAVING FOR HIGHLAND KNOLLS DR. & BEDFORD GREEN DR. SHALL BE: GUTTER LIP TO A DEPTH OF 12 ". 0.30' TYPE "B" ASPHALT CONCRETE OVER 1.15' AGGREGATE BASE 5 INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN OVER 0.55' O.G., O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY A73C WITH W1 -6 SIGN WITH OM4 -3 MARKER. PER C.O.B. STD. ST--9. 6 FURNISH AND INSTALL 2 - 3" CONDUIT PIPES WITH #5 PULL BOXES FOR FUTURE SIGNAL. SECTION DESIGNATION: PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH- 02ALKYD SECTION TER 8 FUTURE STREET LIGHT INSTALLATION. WAN 2 SHEET INHERE SECTION IS SHOWN Ug FUTURE STREET SIGN INSTALLATION. 10 CONSTRUCT 2' WIDE AC SWALE. 11 FUTURE CURB &GUTTER AND SIDEWALK. 12 ADDITIONAL STREET RIGHT -OF -WAY TO BE DEDICATED BY SEPARATE DOCUMENT. q3 CONSTRUCT 11.0' COMBINATION SIDEWALK PER C.O.B. STD ST -3. 07 oar-141 ... r, �y'n M.. s. :.tic:=:+ac,R.�ttn�w++?gyW.L�W Y+ fwimrat: 0u' M< rQ-,; wfW, cR��Y 'x5�6a:a�x;:>;'�ix!:w:Y�•.svr. ac:... /+t -, :' +.c..� ., y • Y�++ aR�ian�r..: aar.�a+a•,u...F:r:.'"r>.,:e�.,: �o.�a +v�•�:vY".cR _ s..�•.;:.,;. -�aF a 5r t F DRAW!-N,.) r 1 - T'; cUb, GGf. ��14.% hi:., �dl( �sYAn51�? ��µft�' t! 1i�"= T5'. sR.' N�R�id t�U[+iS3W�R"{�114TW1G+X`dT+%U'i k�0".: rii!Z 34�?�. eto.• J. A4: W1NVMid4! �. Yyp�y�D. Mh: ��Y" VJ (r�(f��j+pS�s�NitTY�.•C.:R'^.{ x DIG ALERT Call: TOLL FREE 1- 800 - 227 -2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 0 po Q �- o z 00 d- Z � I J w pr) w 00 � n w (o (D o co `_' N cr_ w m T_ 0 N � o � I o i (0 Z 0 0 J U) m m o w Y o � a m V) c cn c cn c 1 En 0) z a m V) c cn c cn c cn E En 0) z w J Q :z C C.D m�QM Cjzo u V) C uj 0 a al w w� cn = =Wa= U�c�CU Ld C Q © Co :z � = =3 as° C6 : :z C3 = = O O c) ; ;K C p U U wi c c - -wn wr- w V) C wz (=> ooV) �o c 07 c cn W W wwW.,w© ® ` `- � cl 0 ' 0 0 'I'M- Z Mai CL Z w C, w F-- � Lt! MONO" > CL C0 w J 2 Z 0 < 0 J Z x w� �w � c1c (.1 cc swum 0) Zc!) 0 ,,Mj 10L 0 cl .j loc Lu�.".� cl) LL. um cc Cl) Q ui w � 0 m Z 00 < Mai w a U) ■'ter" cy 0 to W 0 p . W I I ul U1 �` 0 p . W I I ul U1 �` 0