Loading...
HomeMy WebLinkAbout1.1-6352 1 Record DrawingA.C. PAVING TESTING NOTES: 1. ASPHALT CONCRETE (TYPE 'A'). Asphalt concrete shall be Type A (modified) for all arterial and collector streets and Type B (modified) for local streets and shall conform to the provisions in Section 39, "Asphalt Concrete," of the Standard Specifications and these special provisions. 2. Prior to the addition of asphalt binder, the combined mineral aggregate for Type 'A' (modified) or Type 'B' (modified) asphalt concrete shall conform to the requirements of Section 39 -2.02, "Aggregate," of the Specifications for 3/4" maximum, medium grading. 3. Asphalt binder for Type 'A' (modified) asphalt concrete shall be PG 64 -10 performance raded asphalt, unless otherwise directed by the Engineer. Asphalt binder for Type 'B' modified) asphalt concrete shall be PG 64 -10 performance 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. 4. The amount of asphalt binder to be mixed with the mineral aggregate shall be determined by the Contractor in accordance with California Test Method 367 using samples of materials proposed for use in the work. The amount of asphalt binder shall be approved by the City Engineer. 5. At least 14 days prior to the start of work, the Contractor shall submit the following for the City Engineer's review and approval: a. A list of aggregate and asphalt sources. b. Documentation verifying that the aggregates to be incorporated in the work conform to the requirements of Section 39 -2.02, "Aggregate," of the Standard Specifications and these special provisions. Material sieve analysis and sand equivalent test results shall 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 Contractor shall bear all costs associated with the asphalt concrete mix design. 6. Where new asphalt concrete pavement is to conform to existingg paved surfaces the existing pavement is to be saw cut in a near straight line, either paratfel or perpendicular to the centerline of the street, and a t a minimum distance of one (1) foot from the existing edge of pavement. 7. A prime coat will not be required on non -paved areas to be surfaced prior to the placement of asphalt however, all other requirements of Section 39 -4.01, "Subgrade," of the Standard Specifications shall be met. 8. The area to which paint binder has been applied shall be closed to public traffic. Care shall be taken to avoid tracking binder material onto the existing pavement surface beyond the limits of construction. 9. Paving seams shall be located to match designed traffic lane stripe locations unless otherwise permitted by the City Engineer. 10. Intersections and tapered shoulders shall be surfaced as directed by the City Engineer. Additional asphalt concrete shall be placed at road connections and private drives, where shown on the plans and as directed by the City Engineer and shall be hand raked, if necessary, and compacted to form smooth, tapered connections. 11. Where the compacted thickness of a layer of asphalt concrete is 0.15 foot or less, paving P o erations 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 under the conforms to facilitate the removal of the conforms when paving operations resume. 12. Where 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. 13. Asphalt concrete shall be compacted to a minimum of 92 percent of the maximum theoretical density as determined by ASTM D- 2041. in -place density shall be determined in accordance with California Test 375. 14. If the in -place density of any lot of asphalt concrete is less than 92 percent or greater than 94 percent of the maximum theoretical density, the contractor will be advised that the required relative compaction is not being attained and that the materials or procedures or both, if needed,are to be adjusted. 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. 15. 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 contractor's expense. 16. The field density of compacted asphalt concrete shall be determined by. a. A properly calibrated nuclear asphalt testing device in the field, or b. ASTM D1188 when slabs or cares are taken for laboratory testing. Zinc stearate may be substituted with paraffin. c. In case of dispute, method 'b' above shall be used. 17. If the finished surface of the asphalt concrete does not meet the specified surface tolerances, it shall be brought within tolerance by either: (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 contractor's expense. 18. If abrasive grinding is used to bring the finished surface to specified surface tolerances. additional grinding shall be performed, as necessary, to enlarge the grinding area so that the longitudinal limits of grinding are at a constant offset from, and are parallel to, the nearest lane line or pavement edge, and the transverse limits of grinding are normal to the pavement centerline. All ground areas 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 contractor's expense. The Fog Seal coat shall be iether rejuvenating agent or asphalt emulsion as directed by the City Engineer. 19. 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 20. The Contractor should be aware of existing sewer and storm drain manholes within the roadway. VICINITY MAP NO SCALE PROJECT SITE 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, ST -4, ST -6, ST -7, ST -9, ST -10 ST -11, ST -13, ST -18, D -14, D -169 T -19 CALTRANS STANDARD PLAN A888 3. PAVING FOR RESIDENTIAL AND LOCAL STREETS SHALL BE: 0.20' TYPE "B" ASPHALT CONCRETE OVER 0.75' AGGREGATE BASE (PER NOTE 16) OVER 0.55' O.G.. O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -13. PAVING FOR HIGHLAND KNOLLS DRIVE & BEDFORD GREEN DRIVE 0.30' TYPE "B" ASPHALT CONCRETE OVER 1.00' AGGREGATE BASE (PER NOTE 16) OVER 0.50' O.G.. O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -13. 4. INSTALL STANDARD SURVEY MONUMENT FRAME AND COVER PER CITY OF BAKERSFIELD STD. DWG. ST -13. (•Q TO BE INSTALLED @ 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.O.B. STD. T -1 -0-- INSTALL STANDARD STREET LIGHTS, 5800 LUMEN H.P.S.V. ON 16' POST TOP PER DETAIL HEREON. --E- 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, ON ALL STREETS UNLESS OTHERWISE NOTED. 7. INSTALL 6' SIDEWALK ON ALL STREETS UNLESS OTHERWISE NOTED PER COB ST -3. 8. SEWER LATERAL LOCATIONS TO BE STAMPED ( S ) INTO THE CURB FACE OVER EACH SEWER LATERAL. 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. 1.3. 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. 14. AGGREGATE BASE: AGGREGATE BASE MATERIAL FOR ARTERIAL & COLLECTOR ROADWAYS CAN BE CRUSHED MISCELLANEOUS BASE (CMB) PER SECTION 200 -2.4 OF THE MOST CURRENT EDITION OF THE STANDARD SPECIFICATIONS FOR PUBLIC CONSTRUCTION, THE "GREENBOOK" (WHICH IS BROKEN AND CRUSHED ASPHALT CONCRETE OR PORTLAND CEMENT CONCRETE AND WHICH MAY CONTAIN CRUSHED AGG BASE OR OTHER MATERIALS). OR; MATERIAL THAT MEETS CALTRANS' STANDARD SPECIFICATION FOR CLASS 2 AGGREGATE BASE (SECTION 26- 1.02A) WHICH ALLOWS EITHER 100% OF THE VOLUME TO BE CRUSHED AGGREGATE ROCK OR UP TO 50% OF THE VOLUME TO BE RECLAIMED ASPHALT CONCRETE, PORTLAND CEMENT CONCRETE, LEAN CONCRETE BASE, CEMENT TREATED BASE OR A COMBINATION OF THOSE MATERIALS. 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. A 15. SUBGRADE PREPARATION: THE CONTRACTOR SHALL FINE G RADE 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 POLLUTON 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. LEGEND: ABBREVIATIONS FL FLOWLINE POVC POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE EC END CURVE TC TOP OF CURB PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE P.O.C. POINT ON CURVE T.Q.M. TOP OF MANHOLE PA PROPERTY LINE R/W RIGHT -OF -WAY E.P. EDGE OF PAVEMENT S.D.M. STORM DRAIN MANHOLE EX. EXISTING 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. --v- FURNISH & INSTALL STREET UGHT -5800 LUMEN PER C.O.B. STANDARD OR APPROVED EQUAL. -�-- FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST -14. - D FURNISH & INSTALL STREET LIGHT -22000 LUMEN PER C.O.B. STANDARD OR APPROVED EQUAL. SUBSTANTIAL CONFORMANCE FOR VESTING TENTATIVE TRIM 6352 -PHASE 1 OFFSITE STREET CONSTRUCTION BY K. HOVNANIAN COMPANY WEST HALF - R EDFORD n. R EEN n RI x1c:. (NORTH OF HIGHLAND KNOLLS DR. TO SR -178) INDEX OF SHEETS. SHEET TITLE 1. COVER SHEET 2. BEDFORD GREEN DRIVE (STA. 22 +37.78 - STA. 31 +50.00) 3. BEDFORD GREEN DRIVE (STA. 31 +50.00 - STA. 40 +97.11) 4. 66"" DRAIN DETAILS 0 BENCHMARK.- U.S.G.S. Y -292, ELEVATION = 782.57 B.C. IN 9" CONC. PAD 14.5' N.W. OF STREET SIGN AND 51.50' FROM CENTERLINE OF HIGHWAY 178 AND LENS PLACE. BASIS OF BEARINGS: THE BEARING OF NOO'32'24 "E, SHOWN FOR THE EAST LINE OF PARCEL 1 OF PARCEL MAP NO. 10182, FILED FOR RECORD IN BOOK 47 AT PAGES 120 AND 121 IN THE OFFICE OF THE KERN COUNTY RECORDER, WAS USED AS THE BASIS OF BEARINGS HEREON. LEGEND (CON T. TS FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT IR FURNISH & INSTALL IRRIGATION CONDUIT 1C FURNISH & INSTALL INTERCONNECT CONDUIT TR 3 TR 5 TR G FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT TR3 =N0. 3 1/2 SIZE TR5 =NO. 5 SIZE TR6 =N0. 6 SIZE 1 CURVE NUMBER FOR CURVE DESCRIPTION 1 TAPER NUMBER FOR TAPER DESCRIPTION 4� ITEM OF WORK - SEE SCHEDULE Fil FLOWLINE STATION - SEE TABLE Q MEDIAN STATIONING LEGEND R1 -1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: "R1 -1 - STOP "W73A(CA) - RIGHT LANE TURNS RIGHT AHEAD "R6 -1" - ONE WAY "W31 (CA)" - END "R5 -1" - DO NOT ENTER "W31 A(CA)" - ROAD ENDS 500 FT "R26(CA)" - NO PARKING "W14 -1" - DEAD END "R3 -5R" - RIGHT TURN ONLY "W14 -2" - NO OUTLET "R4 -7" - KEEP RIGHT "W1 -7" - DOUBLE ARROW W/ OM1 -3 MARKER "R81(CA)" - BIKE LANE "W1 -6" - SINGLE ARROW R7 -9 - NO PARKING "WI-2A" - COMB. TURN /ADVISORY SPEED (35 MPH) BIKE LANE W3 -3 - SIGNAL AHEAD "R3 -7" - RIGHT LANE MUST "W3 -1" - STOP AHEAD TURN RIGHT "R2 -1" - SPEED LIMIT 20 NOTE: SIGN NUMBERS ARE FEDERAL CODES UNLESS OTHERWISE INDICATED BY (CA). (CA) INDICATES CALIFORNIA CODES. 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. S SEWER - REFER TO SEWER PLANS. C� SEWER MANHOLE - REFER TO SEWER PLANS. TRACT BOUNDARY ��■■•■��•������ PHASE BOUNDARY z// EDGE OF PAVEMENT CONSTRUCT 16' BOTTOM WIDTH DRIVEWAY W /3' WINGS PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) BIKE LANE MARKINGS PER CAL -TRANS STANDARDS CAL -TRANS TYPE IV ARROW LEFT OR RIGHT AS APPLICABLE "STOP" MARKING PER CAL -TRANS STANDARDS AHM "AHEAD" MARKING PER CAL -TRANS STANDARDS EXISTING STRIPING AND MARKINGS, TYPICAL NOTE: SEE MUTCD & THE CALIFORNIA SUPPLEMENT FOR DETAILS. ALL PERMANENT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH- 02ALKYD ALL TEMPORARY STRIPING SHALL BE NON - THERMOPLASTIC. SECTION DESIGNATION: SECTION LETTER A 2 SHEET INHERE SECTION IS SHOWN NOTE: 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE, TELEPHONE 326 -3049 2, ALL MATERIALS SUPPLIED FOR THIS PROJECT WILL REQUIRE A CERTIFICATE OF COMPLIANCE STATING THAT THE REQUIREMENTS &STANDARDS SET FORTH BY THE CITY OF BAKERSFIELD HAVE BEEN MET. 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. AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STANDA ND DESIGN CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION. APPROVED BY.- ROGER A. McINTOSH R.C.E. 33322 DATE EXP. 06 -30 -12 IN ACCORDANCE WITH THE CONDITIONS OF THE TENTATIVE MAP, THE IMPROVEMENT PLANS HAVE BEEN REVIEWED BY THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT. APPROVED BY: RAUL M. ROJAS PUBLIC WORKS DIRECTOR DATE R.C.E. 39880 EXP. 12 -31 -17 101, RE EWED bY: PUBLIC WORKS DIRECTOR 91 z� I ATE REVIEWED BY.- TRAFFIC ENGINEER DATE A •J r _ O n II I U U � z ro Q � => f-- C-,�- U O Q li Z w U J I--- Q aC z� Q UJ cry � co z V) cn Li OLD WOOD DRIVE TEMPORARY -� SUMP NO. 2 TEMPORARY SUMP N0. 1 � M (SR. 178) UQLMDRAIN POINT OF SEC 1 12 66" DRAIN 1Q LOT o i� 2741 �© i 13 v) SIDEWALK (41' THICK) �Q M 14 �W 10222 HANDICAP RAMPS (ADA /TITLE 24 /CALTRANS) EA 15 M 9500 LUMEN STREET LIGHTS EA. 4 16 z 1 17 EA. 18 STRIPING ( DETAIL 22 -DOUBLE YELLOW) 19 � 1837 1 a. 20 JUNCTION BOX EA. 2 48" RGJ- -RCP DRAIN LF 110 66" RGJ -RCP DRAIN LF 290 8" SEWER LF 100 Co 12" WATER LINE LF 1950 12" GATE VALVE EA. � 2 6" FIRE HYDRANT EA. 2 COLLECTOR STREET LENGTH LF 1859 V) ]L 0 M M V_ U O O ,ru fi11i1 ■■ V) _J U C) O w U Cr VICINITY MAP NO SCALE PROJECT SITE 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, ST -4, ST -6, ST -7, ST -9, ST -10 ST -11, ST -13, ST -18, D -14, D -169 T -19 CALTRANS STANDARD PLAN A888 3. PAVING FOR RESIDENTIAL AND LOCAL STREETS SHALL BE: 0.20' TYPE "B" ASPHALT CONCRETE OVER 0.75' AGGREGATE BASE (PER NOTE 16) OVER 0.55' O.G.. O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -13. PAVING FOR HIGHLAND KNOLLS DRIVE & BEDFORD GREEN DRIVE 0.30' TYPE "B" ASPHALT CONCRETE OVER 1.00' AGGREGATE BASE (PER NOTE 16) OVER 0.50' O.G.. O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -13. 4. INSTALL STANDARD SURVEY MONUMENT FRAME AND COVER PER CITY OF BAKERSFIELD STD. DWG. ST -13. (•Q TO BE INSTALLED @ 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.O.B. STD. T -1 -0-- INSTALL STANDARD STREET LIGHTS, 5800 LUMEN H.P.S.V. ON 16' POST TOP PER DETAIL HEREON. --E- 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, ON ALL STREETS UNLESS OTHERWISE NOTED. 7. INSTALL 6' SIDEWALK ON ALL STREETS UNLESS OTHERWISE NOTED PER COB ST -3. 8. SEWER LATERAL LOCATIONS TO BE STAMPED ( S ) INTO THE CURB FACE OVER EACH SEWER LATERAL. 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. 1.3. 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. 14. AGGREGATE BASE: AGGREGATE BASE MATERIAL FOR ARTERIAL & COLLECTOR ROADWAYS CAN BE CRUSHED MISCELLANEOUS BASE (CMB) PER SECTION 200 -2.4 OF THE MOST CURRENT EDITION OF THE STANDARD SPECIFICATIONS FOR PUBLIC CONSTRUCTION, THE "GREENBOOK" (WHICH IS BROKEN AND CRUSHED ASPHALT CONCRETE OR PORTLAND CEMENT CONCRETE AND WHICH MAY CONTAIN CRUSHED AGG BASE OR OTHER MATERIALS). OR; MATERIAL THAT MEETS CALTRANS' STANDARD SPECIFICATION FOR CLASS 2 AGGREGATE BASE (SECTION 26- 1.02A) WHICH ALLOWS EITHER 100% OF THE VOLUME TO BE CRUSHED AGGREGATE ROCK OR UP TO 50% OF THE VOLUME TO BE RECLAIMED ASPHALT CONCRETE, PORTLAND CEMENT CONCRETE, LEAN CONCRETE BASE, CEMENT TREATED BASE OR A COMBINATION OF THOSE MATERIALS. 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. A 15. SUBGRADE PREPARATION: THE CONTRACTOR SHALL FINE G RADE 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 POLLUTON 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. LEGEND: ABBREVIATIONS FL FLOWLINE POVC POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE EC END CURVE TC TOP OF CURB PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE P.O.C. POINT ON CURVE T.Q.M. TOP OF MANHOLE PA PROPERTY LINE R/W RIGHT -OF -WAY E.P. EDGE OF PAVEMENT S.D.M. STORM DRAIN MANHOLE EX. EXISTING 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. --v- FURNISH & INSTALL STREET UGHT -5800 LUMEN PER C.O.B. STANDARD OR APPROVED EQUAL. -�-- FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST -14. - D FURNISH & INSTALL STREET LIGHT -22000 LUMEN PER C.O.B. STANDARD OR APPROVED EQUAL. SUBSTANTIAL CONFORMANCE FOR VESTING TENTATIVE TRIM 6352 -PHASE 1 OFFSITE STREET CONSTRUCTION BY K. HOVNANIAN COMPANY WEST HALF - R EDFORD n. R EEN n RI x1c:. (NORTH OF HIGHLAND KNOLLS DR. TO SR -178) INDEX OF SHEETS. SHEET TITLE 1. COVER SHEET 2. BEDFORD GREEN DRIVE (STA. 22 +37.78 - STA. 31 +50.00) 3. BEDFORD GREEN DRIVE (STA. 31 +50.00 - STA. 40 +97.11) 4. 66"" DRAIN DETAILS 0 BENCHMARK.- U.S.G.S. Y -292, ELEVATION = 782.57 B.C. IN 9" CONC. PAD 14.5' N.W. OF STREET SIGN AND 51.50' FROM CENTERLINE OF HIGHWAY 178 AND LENS PLACE. BASIS OF BEARINGS: THE BEARING OF NOO'32'24 "E, SHOWN FOR THE EAST LINE OF PARCEL 1 OF PARCEL MAP NO. 10182, FILED FOR RECORD IN BOOK 47 AT PAGES 120 AND 121 IN THE OFFICE OF THE KERN COUNTY RECORDER, WAS USED AS THE BASIS OF BEARINGS HEREON. LEGEND (CON T. TS FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT IR FURNISH & INSTALL IRRIGATION CONDUIT 1C FURNISH & INSTALL INTERCONNECT CONDUIT TR 3 TR 5 TR G FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT TR3 =N0. 3 1/2 SIZE TR5 =NO. 5 SIZE TR6 =N0. 6 SIZE 1 CURVE NUMBER FOR CURVE DESCRIPTION 1 TAPER NUMBER FOR TAPER DESCRIPTION 4� ITEM OF WORK - SEE SCHEDULE Fil FLOWLINE STATION - SEE TABLE Q MEDIAN STATIONING LEGEND R1 -1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: "R1 -1 - STOP "W73A(CA) - RIGHT LANE TURNS RIGHT AHEAD "R6 -1" - ONE WAY "W31 (CA)" - END "R5 -1" - DO NOT ENTER "W31 A(CA)" - ROAD ENDS 500 FT "R26(CA)" - NO PARKING "W14 -1" - DEAD END "R3 -5R" - RIGHT TURN ONLY "W14 -2" - NO OUTLET "R4 -7" - KEEP RIGHT "W1 -7" - DOUBLE ARROW W/ OM1 -3 MARKER "R81(CA)" - BIKE LANE "W1 -6" - SINGLE ARROW R7 -9 - NO PARKING "WI-2A" - COMB. TURN /ADVISORY SPEED (35 MPH) BIKE LANE W3 -3 - SIGNAL AHEAD "R3 -7" - RIGHT LANE MUST "W3 -1" - STOP AHEAD TURN RIGHT "R2 -1" - SPEED LIMIT 20 NOTE: SIGN NUMBERS ARE FEDERAL CODES UNLESS OTHERWISE INDICATED BY (CA). (CA) INDICATES CALIFORNIA CODES. 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. S SEWER - REFER TO SEWER PLANS. C� SEWER MANHOLE - REFER TO SEWER PLANS. TRACT BOUNDARY ��■■•■��•������ PHASE BOUNDARY z// EDGE OF PAVEMENT CONSTRUCT 16' BOTTOM WIDTH DRIVEWAY W /3' WINGS PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) BIKE LANE MARKINGS PER CAL -TRANS STANDARDS CAL -TRANS TYPE IV ARROW LEFT OR RIGHT AS APPLICABLE "STOP" MARKING PER CAL -TRANS STANDARDS AHM "AHEAD" MARKING PER CAL -TRANS STANDARDS EXISTING STRIPING AND MARKINGS, TYPICAL NOTE: SEE MUTCD & THE CALIFORNIA SUPPLEMENT FOR DETAILS. ALL PERMANENT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH- 02ALKYD ALL TEMPORARY STRIPING SHALL BE NON - THERMOPLASTIC. SECTION DESIGNATION: SECTION LETTER A 2 SHEET INHERE SECTION IS SHOWN NOTE: 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE, TELEPHONE 326 -3049 2, ALL MATERIALS SUPPLIED FOR THIS PROJECT WILL REQUIRE A CERTIFICATE OF COMPLIANCE STATING THAT THE REQUIREMENTS &STANDARDS SET FORTH BY THE CITY OF BAKERSFIELD HAVE BEEN MET. 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. AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STANDA ND DESIGN CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION. APPROVED BY.- ROGER A. McINTOSH R.C.E. 33322 DATE EXP. 06 -30 -12 IN ACCORDANCE WITH THE CONDITIONS OF THE TENTATIVE MAP, THE IMPROVEMENT PLANS HAVE BEEN REVIEWED BY THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT. APPROVED BY: RAUL M. ROJAS PUBLIC WORKS DIRECTOR DATE R.C.E. 39880 EXP. 12 -31 -17 101, RE EWED bY: PUBLIC WORKS DIRECTOR 91 z� I ATE REVIEWED BY.- TRAFFIC ENGINEER DATE A •J r _ O n II I U U � z ro Q � => f-- C-,�- U O Q li Z w U J I--- Q aC z� Q UJ cry � co z V) cn Li OLD WOOD DRIVE TEMPORARY -� SUMP NO. 2 TEMPORARY SUMP N0. 1 � M (SR. 178) HIGHLAND KNOLLS- DRIVE KEY MAP SCALE: 1 "= 200' 3 SHEET NO. LIST OF MATERIALS. ITEM UQLMDRAIN POINT OF SEC 1 12 66" DRAIN 1Q LOT o /m 2741 �© i 13 v) SIDEWALK (41' THICK) �Q M 14 �W 10222 HANDICAP RAMPS (ADA /TITLE 24 /CALTRANS) EA 15 M 9500 LUMEN STREET LIGHTS EA. 4 16 z 1 17 EA. 18 STRIPING ( DETAIL 22 -DOUBLE YELLOW) 19 � 1837 1 a. 20 JUNCTION BOX HIGHLAND KNOLLS- DRIVE KEY MAP SCALE: 1 "= 200' 3 SHEET NO. LIST OF MATERIALS. ITEM UNIT UNIT ON SI TE A.C. PAVING TONS 1610 CL. 11 AGG. BASE CU YD 2741 6" CURB AND GUTTER LF 2106 SIDEWALK (41' THICK) SQFT 10222 HANDICAP RAMPS (ADA /TITLE 24 /CALTRANS) EA 3 9500 LUMEN STREET LIGHTS EA. 4 MONUMENT ENCASEMENTS EA. 3 STRIPING ( DETAIL 22 -DOUBLE YELLOW) LF 1837 a. JUNCTION BOX EA. 2 48" RGJ- -RCP DRAIN LF 110 66" RGJ -RCP DRAIN LF 290 8" SEWER LF 100 Co 12" WATER LINE LF 1950 12" GATE VALVE EA. � 2 6" FIRE HYDRANT EA. 2 COLLECTOR STREET LENGTH LF 1859 % 4 1(J -a3 -t3 0 O �- 0) �Q`� Oz o U O d- Z L__ I � U � w co w J W (Q (fl °a V N ry U Q M rn o L cfl 0 o LO 0 z o Cn m m � W o ,OR k�' � 6i W (IR °' r7 c o cap cL 00 > U 0- LLJ a W T ,1 -6352- 1 0 Ar / r co a W x � W a W T C co UL a Q�g z a. W 0 W � � V C/i�o Co 10C Z Z Z�'UO U LLJ LLJ M_ V) ]L 0 M M V_ U O O V) _J U C) O w U Cr r LLJ U W F--- C o Q N Q:� Q o °D U 0 U O wacF- � V)U) UJww of 0 0 0 0 0 0 0 0 Ar / r co a W x � W a W T co UL a Q�g a. 0 W � � V Co 10C Z Z�'UO ]L 0 JQ V_ Q 0 _J Ar / r W I � W W T co UL a Ar / r HIGHLAND KNOLLS DRIVE SEE SEPARATE PLANS PRFPARFn FOR R ('. q n T97LAW)P APY Q ILID Ivn 9 OLD WOOD DRIVE FUTURE f ; I-- ,� { 11 11 I { o o o 0 - & Q N —j '3 . d� -� r� co 00 -4 w I 11 1 { � mot- FOR VEST. TENTATIVE • W . ■ ► a' t i"3 to © VEST. TENTATIVE TRACT 6352 w w C) N � { 11 �. � 1 � 1 { o � � � ro � � � o ■ 1 I • \,3 ...- `k w ! .,,5 W ©!_ { I 1 1 I { �w w D 1J \% V L-_.. ` PHASE `/ cn cn Z 11 } 3_ r a PHASE I N rri co I w N �� _j W�'� W. -I { 11 ,11 1{ U� U� M o� d� j 1 --j ._.i N I_ N oo v { 1 3011 1{ oo U t�: W Q cv 1.. oci cv oo ai C14 Lo ao �-- N d- �n oo N w { 11 20 ( 2C 1 I c6 un ao N ct� �-- .� . c`! W c� r. o 0 + + C]D { i 11 1 { ah c� N d- � co o co � � co � o v-cU f ,NN NN > {1 1 } }{ ++ +,.� po ++ ,..► ± + N N C) 10 11 x 19 0)0) o0 d C3 < <'w ++ f , 12 13 14 i 17 ,� { 11 111{ .CVN tore) roro • - - 15 16 m cn cn r� I 1 I l I I ! ! c~n can vii can �?' I¢— Imo- L? ta-1¢— v EQ- tom- i � t¢--• < ,� FUTURE m cn cn w cn cn cn U) r— .. cn cn v) w cn cn LANDSCAPE EASEMENT R/W R1 -1 18 TR ;R1- -1 7 3 7111 ■■ ■■ CURVETABLE 5 s. _ _ _ _ ..— _ _ —.,. _ _ _ _ .� _ —. _ _ _.�. - _ _ _ _ _ _ _ _ _ _._._...,. _ _ _ _ ___.._. _ _ �____ _ _ _.. TRS 77 77_1 IRA R? ._..... - ---- -- TR 5 y.�r CURVE RADIUS LENGTH TANGENT DELTA Ic Ic Ic {c Ic {c Ic Ic c 3 2 Ic - 2 tc 1 _ 1 30.00' 47.12' 30.00' 90'00200" -- - Q'-'.'r 3 1 6 DETAIL 22(T 2 30.00' 47.12' 30.00' 90'00100" SEPARATE PLANS N00'32'17 "E SEE S.D. 9 DETAIL 22(T) r„ DETAIL 22(T) ? 5' 3 1000.00' 103.42' 51.76' 05'55'32 PREPARED FOR B.C. 20.19 22 +00 DETAIL 27B(T) r 'DETAIL 27B(T) 5' +C0 4 AIA JA 1034.00' 106.94' 53.52' 05055'32" 32+00 "'� Nnne� ')'17 "F I 7An gin' N00'3 '17 "E 68.30' ►irw rnnr nr 11 A { /rl !r \IT At FUTURE FUTURE IMPROVEMENTS Moam +► �..r..r r 2 FUTURE - HANDIC AP 700 698 696 694 692 690 688 686 684 682 680 678 676 674 672 670 .vow ... 1.. w �- . a �.- ,..•. a . � IN . . ■ . - °- M `� a- M `{ U-_ 27 43 E 109.75' w , °O � — (nn + co ° + > ° + co > 48" RGJ -RCP DRAIN 0 0.38% M"w �, + > SEA. 22+- 37.78 SEA. 31 + 50.00 �, + M cnw Z Mw W `y`" Q N -' SCALE: 1" = 50►' HORIZONTAL `�'� ¢ NW m om`' NOTE: NN ©° w NOTE: CONTRACTOR TO HAVE SURVEYOR Z E > � � > CONTRACTOR TO HAVE SURVEYOR > = 5 VERTICAL cn � Z c„ En VERIFY INVERT ELEVATIONS PRIOR �, IF cn cn z VERIFY INVERT ELEVATIONS PRIOR "' `n `�' ` TO BACKFILLING. TO BACKFILLING. 22 +00 23+00 24+Ui 28+00 26 +00 27 +00 28 +00 29 +00 30+00 31+00 SLOPE 0 2:1 TO MATCH EXISTING R/W RAW 45 45' smile NMI , i PROPOSED I 5 f 34 -38 34 -38 11 PARK ~ w SITE z o,w z 3 0.30' A.C. PAVING w I 0 1 1 2% u- 2% w D 2% __- _ __ FUTURE PAVEMENT , SIDEWALK --------- - - - - -- --------------- - -- CURB & GUTTER 1.15' AGGREGATE BASE CURB & GUTTER 0.55' COMPACTED O.G. TO 95% RELATIVE DENSITY. TI =6.0 R -11 BEDFO.R[2 G DRIVE rA"*� SCALE 1 " =10' HORIZ. 2 1"-5* VER T. LEGEND : LEGEND (QONT,)* LEGEND (CQNT..),, ABBREVIATIONS -l-- FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: "W73A(CA) TS FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT FL FLOWLINE POVC POINT ON VERTICAL CURVE "R1 -1 � - STOP - RIGHT LANE TURNS R6 -1 - ONE WAY RIGHT AHEAD IR FURNISH & INSTALL IRRIGATION CONDUIT CL CENTERLINE BVC BEGIN VERTICAL CURVE "R5 -1" - DO NOT ENTER "W31 (CA)" - END {c FURNISH & INSTALL INTERCONNECT CONDUIT ELEV ELEVATION EVC END VERTICAL CURVE "R26(CA)" - NO PARKING "W31 A(CA)" - ROAD ENDS 500 FT TR 3 TR 5 TR 6 =' - -C•7 -- FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT BCR BEGIN CURB RETURN PI POINT OF INTERSECTION "R3 -5R" - RIGHT TURN ONLY "W14 -1" - DEAD END TR3 =N0. 3 1/2 SIZE TR5=NO. 5 SIZE TR6=NO. 6 SIZE ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE "R4-7* _ KEEP RIGHT "W14-2" _ NO OUTLET BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE "R81(CA)"' - BIKE LANE "W1 --7" - DOUBLE ARROW W/ OM1 -3 MARKER 1 CURVE NUMBER FOR CURVE DESCRIPTION EC END CURVE TC TOP OF CURB "R7 -9" - NO PARKING "W1 -6" - SINGLE ARROW 1 TAPER NUMBER FOR TAPER DESCRIPTION PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT BIKE LANE "Wl-2A" - COMB. TURN /ADVISORY SPEED (35 MPH) OF VERTICAL CURVE FC FINISH CONCRETE " R3 -7 " - RIGHT LANE MUST W3 -3 - SIGNAL AHEAD q ITEM OF WORK - SEE SCHEDULE P.O.C. TOP MANHOLE OF POINT ON CURVE T.O.M. M L TURN RIGHT " _ " _ " W3 1 STOP AHEAD R2 -1 " - SPEED LIMIT 20 PA E.P. PROPERTY LINE R/W RIGHT -OF -WAY EDGE OF PAVEMENT S.D.M. STORM DRAIN MANHOLE FURNISH & INSTALL TYPE "Q" MARKER PER CALTRANS STD. A73A EASEMENT LEGEND EX. EXISTING (T) TEMPORARY STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS. 1 MEDIAN STATIONING LEGEND Q FURNISH & INSTATE SURVEY MONUMENT PER C.O.B. STD. ST -13. C/) U 0 CONSTRUCT STORM DRAIN MANHOLE TYPE "A" PER BIKE LANE MARKINGS PER CAL -TRANS STANDARDS Cjo EXISTING SURVEY MONUMENT C.Q.B. STD. SW-4. FURNISH & INSTALL STREET SIGN PER C.Q.B. STD. T -1. CONSTRUCT CATCH BASIN TYPE "A" PER C.O.B. STD. D -14. CAL -TRANS TYPE IV ARROW J LEFT OR RIGHT AS APPLICABLE s SEWER -- REFER TO SEWER & STORM DRAIN PLANS. FURNISH &INSTALL METRO STREET SIGN PER C.O.B. STD. T -1. � "STOP" MARKING PER CAL -TRANS STANDARDS o W 10 SEWER MANHOLE -REFER TO SEWER &STORM DRAIN PLANS. -a-- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. AD STANDARD OR APPROVED EQUAL. TRACT BOUNDARY "AHEAD" MARKING PER CAL -TRANS STANDARDS -- FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER ■ ■ ■ PHASE BOUNDARY *` EXISTING STRIPING AND MARKINGS, TYPICAL C.O.B. STD. ST -14. �- FURNISH & INSTALL STREET LIGHT -22000 LUMEN PER C.O.B. - °-•-��-�- � --� —•� EDGE OF PAVEMENT NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALI_ TEMPORARY STRIPING AND MARKING DESIGNATED 1MfiH (T) SHALL BE STRIPING TAPE (SSP) OR STANDARD OR APPROVED EQUAL. ALL PERMANENT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS WATERBOURNE PAINT. ALL OTHER STRIPING AND W E-- MARKING SHALL BE THERMOPLASTIC PER CALTRANS � STANDARD SPECIFICATION PTH-- 02ALKYD STANDARD SPECIFICATION PTH- 02ALKYD, UNLESS cv OTHERWISE INDICATED. CONSTRUCTION NOTES: OCONSTRUCT TYPE "B" CURB &GUTTER PER C.O.B. STD ST -1 OCONSTRUCT 4.5' COMBINATION TYPE SIDEWALK PER C.O.B. STD ST -3 OCONSTRUCT HANDICAP RAMP PER CALTRANS STANDARD PLAN A886 -CASE A. O¢ SAWCUT EXISTING E.P. l' BACK OR AS DIRECTED BY CITY ENGINEER. OINSTALL TYPE III BARRICADE W/ Wt -6 SIGN & OM4 -3 MARKER 5 AT PHASE BOUNDARY OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED AT THE SAME TIME. REMOVE AND SALVAGE BARRICADE WITH CONSTRUCTION OF ADJACENT PHASE. OCONSTRUCT 5.5 COMBINATION TYPE SIDEWALK PER C.O.B. STD ST -3 OPAINT 12" LIMIT LINE /CROSSWALK LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION P1H- 02ALKYD. OCONSTRUCT HANDICAP RAMP PER CALTRANS STANDARD PLAN A88A -CASE C. OINSTALL TRAFFIC SIGNAL AND CONDUIT PER C.O.B. STD. DTL. T -33. REMOVE EXISTING CURB RETURN, HANDICAP RAMP AND EXTEND CRASS GUTTER AND STRIPING. N Q T.E 1. REFER TO PLAN FOR STRIPING DETAIL # PER CALTRANS STANDARD SPECIFICATION PTH- 02ALKYD. 2. PRIOR TO PAVING, THE CONTRACTOR SHALL VERIFY THAT CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. SHOULD CONDITIONS BE CHANGED, THE CONTRACTOR SHALL NOTIFY THE DESIGN ENGINEER AND A REVISED STRIPING PLAN SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 'DAYS PRIOR TO PAVING. SECTION DESIGNATION: SECTION LETTER A 2 SHEET WERE SECTION IS SHOWN /a —aa —i3 �r oux Yy'�"`f� ��' S, •5��a �;r. � � `��„, ` 4 R. < ty z k +� '. ��F �' . !a a) 0 V J Q 0z00 U 0 d- z u-- W U W 00 = w J W (D [� -� �. 0 w %.-oo' N tr- W Q M ie) o M 4 ci '103a � o I 0 ,n Z 0 son OVA 2 N was �w 4 m M $ o V i � Q 0 a v m (10 V) C/) C/i z w z w co C/) U z Isel o W U Cii T- Z LAJ U W E-- � V) try cv . m O cn °� U O W w 0- w 0 V) a LW W C) CD a r' o o� �(y) o© � w � � o M z 0 W z loc o� 00 Zum .j 0 � m Fz_ n tL 0 x W r I x CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 1 1000.00' 756.01' 397.10' 43'18159" (2) 1034.00' 773.72' 405.75' 42'51'04" 3 222.26' 191.10' 101.91' 4915945" 4 192.17' 119.93' 61.99' 35'45'25 5 50.00' 24.71' 12.61' 2818'54» 6 50.00' 67.93' 40.37' 77'50'19" 7 1 251.10' 1 227.09' 121.97' 51'48159" - t) I% d o 710— 708 - 706 704- 702 -- 700 698 696 694 692 r 690 688 686 (co) O�� � GRADE BREAK STA. 35 +24.09 C.L, 34.00LT= STA. 35 +54.75 F.L. R/W VARIES MIN. 45 VARIES MIN. 45' t t t 5 6 VARIES MIN. 34 , VARIES 0*-349 11 w �" w z QIw Z 0.30' A.C. PAVING w W � t O c� > O t SLOPE 0 2:1 t 2% 2% � 2% °w `� i 2% TO MATCH EXISTING -- _ r� f"79 J' ,..,.,ft ".,.. - __ -_ -___ -- SIDEWALK CURB & GUTTER L1.159 AGGREGATE BASE CURB &GUTTER 0.55' COMPACTED O.G. TO 957 RELATIVE DENSITY. TI =6.0 R -11 LEGEND: ABBREVIATIONS FL FLOWL ►NE POVC POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVA110N EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC PANT OF COMPOUND CURVATURE EC END CURVE TC TOP OF CURB PIYC POINT OF INTERSECTION Tp TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE P.O.C. POINT ON CURVE T.O.M. TOP OF MANHOLE PA PROPERTY LINE R/W RIGHT -OF -WAY E.P. EDGE OF PAVEMENT S.D.M. STORM DRAIN MANHOLE EX. EXISTING (T) TEMPORARY OO FURNISH &INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. OO EXISTING SURVEY MONUMENT -+- FURNISH &INSTALL STREET SIGN PER C.O.B. STD. T -1. -� FURNISH &INSTALL METRO STREET SIGN PER C.O.B. STD. T -1. -4 FURNISH &INSTALL STREET LIGHT-5800 LUMEN PER C.O.B. STANDARD OR APPROVED EQUAL. -� FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST -14. -� FURNISH &INSTALL STREET LIGHT -22000 LUMEN PER C.O.B. STANDARD OR APPROVED EQUAL. SCALE 1 " =10' HORIZ. 1 "= 5' VERT. LEGEbID (CONT.L: _ A FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: "R1 -1" - STOP "W73A(CA) -- RIGHT LANE TURNS "R6 -1" - ONE WAY RIGHT AHEAD "R5 -1" - DO NOT ENTER "W31(CA)" - END "R26(CA)" - NO PARKING "W31 A(CA)" - ROAD ENDS 500 FT "R3 -5R" - RIGHT TURN ONLY "W14 -1" - DEAD END "R4 -7" -- KEEP RIGHT "W14 -2" - NO OUTLET "R81(CA)" - BIKE LANE "W1 -7" -- DOUBLE ARROW W/ OM1 -3 MARKER "R7 -9" - NO PARKING "W1 -6" - SINGLE ARROW BIKE LANE "WI -2A" - COMB. TURN /ADVISORY SPEED (35 MPH) "R3 -7" - RIGHT LANE MUST "W3 -3" - SIGNAL AHEAD " " TURN RIGHT "W3 -1" - STOP AHEAD R2 -1 - SPEED LIMIT 20 FURNISH & INSTALL TYPE "Q" MARKER PER CALTRANS STD. A73A STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS. 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. s SEWER - REFER TO SEWER & STORM DRAIN PLANS. (` SEWER MANHOLE - REFER TO SEWER & STORM DRAIN PLANS. ■ ■��■■ on TRACT BOUNDARY ■■r���������r� PHASE BOUNDARY -- ---- --- •/ EDGE OF PAVEMENT 1 C} \ /b t A. 56+01.Vb L.L \ SEE S�EET 4 FOR DETAILS f 3 696 694 692 690 LEGEND (CQNT )^ Ts FURNISH &INSTALL TRAFFIC SIGNAL CONDUIT iR FURNISH &INSTALL IRRIGATION CONDUIT ic FURNISH &INSTALL INTERCONNECT CONDUIT TR3 TR5 TR6 • E*D'' ......... 1 1 FURNISH do INSTALL SPLICE BOX FOR INTERCONNECT Z�g� TR3 =N0. 3 1/2 SIZE TR5 =N0. 5 SIZE TR6 =N0. 6 SIZE 1 CURVE NUMBER FOR CURVE DESCRIPTION O1 TAPER NUMBER FOR TAPER DESCRIPTION O ITEM OF WORK -SEE SCHEDULE 1 EASEMENT LEGEND �1 MEDIAN STATIONING LEGEND Q BIKE LANE MARKINGS PER CAL -TRANS STANDARDS w CD CAL -TRANS TYPE IV ARROW LEFT OR RIGHT AS APPLICABLE blur "STOP* MARKING PER CAL -TRANS STANDARDS 0 "AHEAD MARKING PER CAL -TRANS STANDARDS A> EXISTING STRIPING AND MARKINGS, TYPICAL NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL TEMPORARY STRIPING AND MARKING DESIGNATED ALL PERMANENT STRIPING &PAVEMENT MARKINGS NTH (7) SHALL BE STRIPING TAPE (SSP) OR TO BE THERMOPLASTIC PAINT PER CALTRANS WATERBOURNE PAINT. ALL OTHER STRIPING AND STANDARD SPECIFICATION PTH- Q2ALKYD MARKING SHALL BE THERMOPLASTIC PER CALTRANS J < STANDARD SPECIFICATION PTH- 02ALKYD, UNLESS OTHERWISE INDICATED. 39 +00 684 71 1 Z 682 7C 0 Is" - 680 7C io It � 678 70 �tn 676 70 a En z: �- 674 7c CONSTRUCTION NOTES: OCONSTRUCT TYPE °B" CURB &GUTTER PER C.O.B. STD ST -1 OCONSTRUCT 4.5 COMBINATION TYPE SIDEWALK PER C.O.B. STD ST -3 OCONSTRUCT HANDICAP RAMP PER CALTRANS STANDARD PLAN A8813-CASE A. OSAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER. OINSTALL TYPE III BARRICADE W/ W1 -6 SIGN & OM4-3 MARKER 5 AT PHASE BOUNDARY OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED AT THE SAME TIME. REMOVE AND SALVAGE BARRICADE NTH CONSTRUCTION OF ADJACENT PHASE. CONSTRUCT 5.5' COMBINATION TYPE SIDEWALK PER C.O.B. STD ST -3 OPAINT 12" LIMIT LINE /CROSSWALK LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION P7H- 02ALKYD. O CONSTRUCT HANDICAP RAMP PER CALTRANS STANDARD PLAN A88A -CASE C. OINSTALL TRAFFIC SIGNAL AND CONDUIT PER C.O.B. STD. DTL. T -33. REMOVE EXISTING CURB RETURN, HANDICAP RAMP AND EXTEND CROSS GUTTER AND STRIPING. FOR RE- STRIPING, SEE SEPARATE TRAFFIC SIGNAL PLAN . w 1 Q NOEz NO WORK SHALL BE PERFORMED IN SR -178 R/W UNTIL AN ENCROACHMENT PERMIT IS OBTAINED. lolf X9,1, O 4ti \� sR NOTES: 1. REFER TO PLAN FOR STRIPING DETAIL # PER CALTRANS STANDARD SPECIFICATION PTH - 02ALKYD. 2. PRIOR TO PAVING, THE CONTRACTOR SHALL VERIFY THAT CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. SHOULD CONDITIONS BE CHANGED, THE CONTRACTOR SHALL NOTIFY THE DESIGN ENGINEER AND A REVISED STRIPING PLAN SHALL BE SUBMITTED TO THE CITY FOR ,APPROVAL 10 DAYS- PRIOR TO PAVING. SECTION ATIQN. SECTION LETTER A 2 SHEET WHERE SECTION IS SHOWN 710 708 706 704 702 700 698 696 694 692 690 688 706 w� . . �.w,:� ,. ..w� _ .�.�.• .��.. w.� �� K.,�. �.. rt , �. �, . v 706 704 704 Q C,7 � ( 702 �.�_. AN " cn o . �.� ..,.� = 702 r 700 .. -,._ ... s -- �W _ N....� _..:� 700 4 A PROX. N S FINISH D { 698 698 M SR 178 ND `x x B DFORD G:EEN/ 696 ° © C NTERA D 696 Q_ a t 694 692 692 41+00 42 +00 SECTION "C" tz* SCALE 1 "= 50' H ORI Z. 1 " =5' VERT. +l14t4 �� 3 5 Ipxrk } �'%6 .iw ifi:. �',•y •y i_}�,`$hR'.'. v I y U, � V\ M1i MI 0) Q Q Z co C) z� i < J Lv U n W «0 Lu co o th o N W W m W18 `Q tp 6 \lk Z .X O L �\ 0 III \ © L( . In 60- 0 � o } b bi ti _> U Q W IL I W � 0 cn cn cn CL Z�g� a. m Z w cl 0 w a unalow � � C'3 Q uj �0 w CD 0 Y m (0) J < V_ P_ U) 0) u') to 0 0 0 0 o z}-m +..L_, LLj 00 cn En Z CD ©WVz m Wo ` : -cc W (fj C) W N Q M CL O � U U W w �- �n X LLj f'-) W �Wo Lu Wes© Of oQo (`` Q p N 0 0 0 W IL I W � 0 CL Z�g� a. m a cl 0 w a unalow � � C'3 Q uj �0 a: 0 Y m (0) J < V_ P_ U) 0) u') to 0 0 0 W IL I W � 0 kx` jo LEQLN.Do NOTE CONTRACTOR TO LOCATE AND VERIFY [XIS11NQ STORM DRAIN INVERT ELEVATION AND NOTIFY ENGINEER OF ANY DISCREPANCIES. DRIVE x�EDx �mRD �=^EE'" oT \ � ���1�0^ # xv�~ * NOTE: CONTRACTOR TO HAVE SURVEYOR BEDFORD GREEN DRIVE VERIFY INVERT ELEVATIONS PRIOR TO BACKFILLING. 66" DRAIN SCALE: 1" = 50' HORIZONTAL = 5' VERTICAL SEQTION rA"*"\ SCALE 1 to =50' HORE\,�4 0 06.5 lb 10 N f-kp � -- -- -- ~. GROUND ~- `4� `~ � � \ \ \ \ \ \ \ \ \ )o � ~~ ~~ EXISTING 66" CMP 2 El %6" FILLET WELD FUL DEPTH EACH SIDE 01 OUTSIDE BEARING B/ AND ON EV[RYTHIR INTERNAL BEARING E ABB0R l8A18]N� CL CENTERLINE UNV INVERT SD STORM DRAIN MH MANHOLE CB CATCH BASIN JB JUNCTION BOX SWH SEWER MANHOLE SCO SEWER CLEAN DUT 3DMH STORM DRAIN MANHOLE EXIST EXISTING EL[V ELEVATION R/W RIGHT OF WAY M.H. MANHOLE FL FLUYL|NE LAT. LATERAL M.E. MATCH EX|S11NQ NOTE CONTRACTOR TO LOCATE AND VERIFY [XIS11NQ STORM DRAIN INVERT ELEVATION AND NOTIFY ENGINEER OF ANY DISCREPANCIES. DRIVE x�EDx �mRD �=^EE'" oT \ � ���1�0^ # xv�~ * NOTE: CONTRACTOR TO HAVE SURVEYOR BEDFORD GREEN DRIVE VERIFY INVERT ELEVATIONS PRIOR TO BACKFILLING. 66" DRAIN SCALE: 1" = 50' HORIZONTAL = 5' VERTICAL SEQTION rA"*"\ SCALE 1 to =50' HORE\,�4 0 06.5 lb 10 N f-kp � -- -- -- ~. GROUND ~- `4� `~ � � \ \ \ \ \ \ \ \ \ )o � ~~ ~~ EXISTING 66" CMP 2 El %6" FILLET WELD FUL DEPTH EACH SIDE 01 OUTSIDE BEARING B/ AND ON EV[RYTHIR INTERNAL BEARING E BOLTED M.H. COVER BOX AS PER / / / / PROPOSED 66" RGJ—RCP / / / / / / / / / / / / � '~ ~. (,___TO BE PLUGGED UPON FILLING OF ROADSIDE DITCH JUNCTION BOX 13 ON SR-1 78. SECTION C—C. 2�fX)r END BARS SECTION E—E )r± m BEARING ... TYPE 24 GRATE (We I r1eri Sfee | \ 2 El V FILLET VELD FUL DEPTH EACH SIDE 01 OUTSIDE BEARING B/ AND ON EVERYlHIR INTERNAL BEARING E ' '"-7"^/^° L 9+x GRATE TYPE 24 ( ' ^"-.-7"^ /^" it #4 0 XX 01� EACHWA PLAN #5 0 12" 0. C. /4 JUNCTION BOX STRUCTURE DETAIL. JUNC110N BOX, emu" LOL4GIRMINAL -SEC"nON (THUR FRAME AND GRATE) GlAIDE bUIIE5; * 1. BEARING BARS T0 BE 3)!F X %7 BARS ON 1 %" CENTERS. 1 %;± m CROSS BARS MAYBE FILLET WELDED, RESISTANCE WELDED OR EUECTR0r0RGEU TO BEARING BARS. 3. ALL STEEL TO BE GALVANIZED. X^± m BEARING ne TYPE 24A GRATE (Welded Steel) r---="--- ~~ ~~ JUNCTION.BOX GRATES TOP OF OF CLEANOUTELEVATI0N TYPE 24 TYPE 24A PHASE BOUNDARY SECTION DESIGNA11ON: �m�/mo�m�m�m�mnm�mm�0�mm�m� TRACT BOUNDARY SECTION LEncn N� —�'��—m—�—�N|� & }N�� �� � �� STANDARDS ������� � FURNISH & |N�� SEWER M�H� ���� �� ���—�p - TYPE ^A" PER C.O.B. STD. SW-4. 15 0 FURNISH &|NSTALL SEVER CLEANOUT 226 238 PER C.O.B. STD. SW-6. 669.46 682.33 FURNISH & INSTALL STORM DRAIN PER CITY STANDARDS NOTES 1) ALL CATCH BASINS ARE TO BE TYPE 'A 6 #8 WITH 3.5' OPENINGS PER C.O.B. STD. D-14. 0 FURNISH &|N8TALL STORM DRAIN UNLESS OTHERWISE SPECIFIED. ` MANHOLE TYPE ^B^ PER C.O.B. STD. D-18. 2) ALL PIPE ELEVA11ONS SHOWN ARE INVERT ELEVATIONS 14411 682.42 UNLESS OTHERWISE NOTED. ==p�� FURNISH &|N8TALL CATCH BASIN "A' 61/2.1" � TYPE PER C.O.B. STD. U-14. FURNISH &|NSTALL STORM DRAIN JUNCTION BOX PER C.O.B. STD. D-17 W/ PEDESTRIAN SAFE GRATE. BOLTED M.H. COVER BOX AS PER / / / / PROPOSED 66" RGJ—RCP / / / / / / / / / / / / � '~ ~. (,___TO BE PLUGGED UPON FILLING OF ROADSIDE DITCH JUNCTION BOX 13 ON SR-1 78. SECTION C—C. 2�fX)r END BARS SECTION E—E )r± m BEARING ... TYPE 24 GRATE (We I r1eri Sfee | \ 2 El V FILLET VELD FUL DEPTH EACH SIDE 01 OUTSIDE BEARING B/ AND ON EVERYlHIR INTERNAL BEARING E ' '"-7"^/^° L 9+x GRATE TYPE 24 ( ' ^"-.-7"^ /^" it #4 0 XX 01� EACHWA PLAN #5 0 12" 0. C. /4 JUNCTION BOX STRUCTURE DETAIL. JUNC110N BOX, emu" LOL4GIRMINAL -SEC"nON (THUR FRAME AND GRATE) GlAIDE bUIIE5; * 1. BEARING BARS T0 BE 3)!F X %7 BARS ON 1 %" CENTERS. 1 %;± m CROSS BARS MAYBE FILLET WELDED, RESISTANCE WELDED OR EUECTR0r0RGEU TO BEARING BARS. 3. ALL STEEL TO BE GALVANIZED. X^± m BEARING ne TYPE 24A GRATE (Welded Steel) r---="--- ~~ ~~ JUNCTION.BOX GRATES TYPE 24 TYPE 24A TYPE 24B 3 1h to x 3A" BARS 12 14 15 WEIGHT (LBS) 203 226 238 JUNCTION BOX SPECIFICATION TABLE JUNCTION BOX 1 12.871 24" 24" 48" 100" 94" 669.46 682.33 W6x1 5 6" 6 #8 #6 JUNCTION BOX 2 111 66" 24" — 1 00's 14411 682.42 690.50 W6x20 61/4" 61/2.1" #7 #5 V FILLET WELD FUL DEPTH EACH SIDE 0 OUTSIDE BEARING B/ AND ON EVERYTH0 INTERNAL BEARING E V± w BEARING 1 ye �� 1 � N