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HomeMy WebLinkAbout1.1-7299 Ph 2 Record DrawingA.C. PAVING TESTING NOTES: SP7-39.01 7-1. 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. 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. THE AMOUNT OF ASPHALT BINDER TO BE MIXED WITH THE MINERAL AGGREGATE SHALL BE DETERMINED BY THE CONTRACTOR IN ACCORDANCE WITH CALIFORNIA TEST METHOD 367 USING SAMPLES OF MATERIALS PROPOSED FOR USE IN THE WORK. THE AMOUNT OF ASPHALT BINDER SHALL BE APPROVED BY THE ENGINEER. AT LEAST 14 DAYS PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL SUBMIT THE FOLLOWING FOR THE ENGINEER'S REVIEW AND APPROVAL• A. A LIST OF AGGREGATE AND ASPHALT SOURCES. B. DOCUMENTATION VERIFYING THAT THE AGGREGATES TO BE INCORPORATED IN THE WORK CONFORM TO THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE" OF THE STANDARD SPECIFICATONS 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 ASTIR 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 IS TO BE SAW CUT IN A NEAT STRAIGHT UNE, EITHER PARALLEL OR PERPENDICULAR TO THE CENTERUNE OF THE STREET, AND AT A MINIMUM DISTANCE OF ONE (1) FOOT FROM THE EXISTING EDGE OF PAVEMENT. A PRIME COAT WILL NOT BE REQUIRED ON NON -PAVED AREAS TO BE SURFACED PRIOR TO THE PLACEMENT OF ASPHALT CONCRETE. HOWEVER, ALL OTHER REQUIREMENTS OF SECTION 39-4.01, "SUBGRADE," OF THE STANDARD SPECIFICATIONS SHALL BE MET. THE AREA TO WHICH PAINT BINDER HAS BEEN APPLIED SHALL BE CLOSED TO PUBUC TRAFFIC. CARE SHALL BE TAKEN TO AVOID TRACKING BINDER MATERIAL ONTO THE EXISTING PAVEMENT SURFACE BEYOND THE LIMITS OF CONSTRUCTION. PAVING SEAMS SHALL BE LOCATED TO MATCH DESIGNED TRAFFIC LANE 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. BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FAQUTATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL BE DETERMINED BY: A. A PROPERLY CALIBRATED NUCLEAR ASPHALT TESTING DEVICE IN THE FIELD, OR B. ASTM D1188 WHEN SLABS OR CORES ARE TAKEN FOR LABORATORY TESTING. ZINC STEARATE MAY BE SUBSTITUTED WITH PARAFFIN. C. IN CASE OF DISPUTE, METHOD B ABOVE SHALL BE USED. IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED SURFACE TOLERANCES, IT SHALL BE BROUGHT WITHIN TOLERANCE BY EITHER: A. ABRASIVE GRINDING WITH EQUIPMENT UTILIZING DIAMOND BLADES B. REMOVAL AND REPLACEMENT C. PLACEMENT OF AN ASPHALT CONCRETE OVERLAY THE METHOD WILL BE SELECTED BY THE ENGINEER. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTORS 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 UNE OR PAVEMENT EDGE, AND THE TRANSVERSE LIMITS OF GRINDING ARE NORMAL TO THE PAVEMENT CENTERLINE ALL GROUND AREAS SHALL BE NEAT RECTANGULAR AREAS OF UNIFORM SURFACE APPEARANCE. ABRASIVE GRINDING SHALL CONFORM TO THE REQUIREMENTS IN THE FIRST PARAGRAPH AND THE LAST FOUR PARAGRAPHS OF SECTION 42-2.02, "CONSTRUCTION" OF THE STANDARD SPECIFICATIONS. A FOG SEAL COAT SHALL BE APPLIED TO ALL FINISHED ASPHALT SURFACES AT THE DEVELOPER'S EXPENSE- THE XPENSETHE FOG SEAL COAT SHALL BE EITHER REJUVENATING AGENT OR ASPHALTIC EMULSION AS DIRECTED BY THE ENGINEER. TREATED BASE OR A COMBINATION OF THESE MATERIALS. OTHER RECYCLED BASES SHALL NOT BE ALLOWED. AGGREGATE BASE SHALL BE COMPACTED TO A MINIMUM OF 95% OF MAXIMUM DRY DENSITY. PAVING CONTRACTOR SHALL GRADE THE PAVING AREAS TO THE FOLLOWING MODIFIED CALTRANS STANDARD SPECIFICATION SECTION 19-1.03 PER THE CITY OF BAKERSFIELD: IMMEDIATELY PRIOR TO PLACING SUBSEQUENT LAYERS OF MATERIAL THEREON, THE GRADING PLANE SHALL CONFORM TO THE FOLLOWING A. WHEN ASPHALT CONCRETE OR ASPHALT CONCRETE BASE IS TO BE PLACE ON THE GRADING PLANE, THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.04 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. B. WHEN THE SUBBASE OR BASE MATERIAL (OTHER THAN ASPHALT CONCRETE BASE)IS TO BE PLACE ON THE GRADING PLANE. THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.04 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS MORE THAN 0.15 FOOT, PAVING OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT THE LAYER OF ASPHALT CONCRETE IS PLACED ON ALL CONTIGUOUS LANES OF THE TRAVELED WAY BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. AT THE END OF EACH WORK SHIFT, THE DISTANCE BETWEEN THE ENDS OF A LAYER OF ASPHALT CONCRETE ON ADJACENT LANES SHALL NOT BE GREATER THAN 10 FEET. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE AND ALONG THE LONGITUDINAL DROP-OFF BETWEEN ADJACENT LANES. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM 92 PERCENT OF THE MAXIMUM THEORETICAL DENSITY AS DETERMINED BY ASTM D-2041. IN-PLACE DENSITY SHALL BE DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 375. IF THE IN-PLACE DENSITY OF ANY LOT OF ASPHALT CONCRETE IS LESS THAN 92 PERCENT OR GREATER THAN 94 PERCENT OF THE MAXIMUM THEORETICAL DENSITY, THE CONTRACTOR WILL BE ADVISED THAT THE REQUIRED RELATIVE COMPACTION IS NOT BEING ATTAINED AND THAT THE MATERIALS OR PROCEDURES OR BOTH, IF NEEDED, NEED ADJUSTMENT. ASPHALT CONCRETE SPREADING OPERATIONS SHALL NOT CONTINUE UNTIL THE CONTRACTOR HAS NOTIFIED THE CITY ENGINEER OF THE ADJUSTMENT THAT WILL BE MADE IN ORDER TO MEET THE REQUIRED COMPACTION. IF ANY SUCCESSIVE TEST AFTER NOTICE IS GIVEN DOES NOT MEET THE SPECIFIED RANGE, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED PITH 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 CONTRACTOR'S EXPENSE. THE CONTRACTOR SHOULD BE AWARE OF EXISTING SEWER AND STORM DRAIN MANHOLES WITHIN THE ROADWAY. COMPACTON TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/SUBDIVIDER/CONTRACTOR. THE NUMBER & LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. NOTE: 95% COMPACTION AT LEAST P ON EACH SIDE OF CROSS GUTTERS STANDARD NOTES 1. ALL IMPROVEMENTS SHALL BE IN ACCORDANCE NTH THE REQUIREMENTS AND SPECIFICATIONS OF THE CITY OF BAKERSFIELD AND STATE OF CA., DEPT. OF TRANSPORTATION STANDARD SPECIFICATIONS 2. THE FOLLOWING CITY OF BAKERSFIELD STANDARDS SHALL BE CONSIDERED PART OF THESE PLANS: ST -1 STANDARD CURB AND GUTTER ST -2 STANDARD MEDIAN CURBS TYPE "M" ST -3 STANDARD COMMERCIAL DRIVE APPROACH TYPE "A" ST -4 STANDARD COMMERCIAL DRIVE APPROACH TYPE "B' ST -6 STANDARD PAVEMENT PATCHES ST -7 STANDARD CROSS GUTTERS ST -9 STANDARD STREET SPECIFICATIONS ST -13 STANDARD SURVEY MONUMENTS ST -14 STANDARD STREET LIGHT MAST ARM TYPE ST -15 STANDARD SYMMETRICAL GUL-DE-SACS ST -15B STANDARD OFFSET CUL-DE-SACS ST -16 STANDARD STREET KNUCKLES CALTRANS STD A88A STANDARD HANDICAP RAMPS D-14 STANDARD CATCH BASIN TYPE "A" D-16 STANDARD GUTTER DEPRESSIONS T-1 STANDARD STREEET SIGN POST SME 3. PAVEMENT: PAVING FOR RESIDENTIAL AND LOCAL STREETS SHALL BE: 0.20' TYPE "B" ASPHALT CONCRETE OVER 0.40' AGGREGATE BASE OVER 0.50' ORIGINAL GROUND. O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 4. INSTALL STANDARD SURVEY MONUMENT FRAME AND COVER PER CITY OF BAKERSFIELD STD. DWG. ST -13. p 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. SID. T-1 INSTALL STANDARD STREET LIGHTS, 5800 LUMEN H.P. S. V. ON 14' POST TOP PER DETAIL "i" ON SHEET. 1 STREET LIGHTS SHALL MATCH THOSE EXISRNG IN THE MONITY. 6. INSTALL TYPE "B" CURB AND GUTTER, PER C.O.B. STANDARD ST -1, ON ALL STREETS UNLESS OTHERWISE NOTED. 7. INSTALL 5.0' DETACHED SIDEWALK ON ALL STREETS UNLESS OTHERWISE NOTED. 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 UGHTS AT P.G.& E. SERVICE POINT. ALL PULL BOXES TO BE INSTALLED ON A GRAVEL BED A MINIMUM OF 9" THICK PER C.O.B. STD. ST -25 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 NTH HAWKINS Mi 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 SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBUC 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 PUBUC 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. ANY TRENCHING TO BE CONDUCTED SHALL BE BACKFILLED & COMPACTED PER CITY STANDARD DETAIL ST -22. 17. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. 18. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION WITHIN PUBUC RIGHT-OF-WAY, THE CITY CONSTRUCTION INSPECTION SHALL BE GIVEN 24 HOURS NOTICE. (661) 326-2049. 19. DUST CONTROL: CONTRACTOR SHALL OBTAIN A COPY OF THE DUST CONTROL PLAN (DCP) FOR THIS PROJECT FROM THE DEVELOPER, AND SHALL KEEP A COPY ON SITE AT ALL TIMES FOR THE DURATION OF CONTRACTOR'S DOCUPANCY OF THE SITE CONTRACTOR IS REQUIRED TO COMPLY WITH THE PROV19ONS OF SAID PLAN. 20. STORM WATER POLLUTION PREVENTION: CONTRACTOR SHALL OBTAIN A COPY OF THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) FOR THIS PROJECT FROM THE DEVELOPER, AND SHALL KEEP A COPY ON SITE AT ALL TIMES FOR THE DURATION OF CONTRACTOR'S OCCUPANCY OF THE SITE CONTRACTOR IS REQUIRED TO COMPLY MTH PROVISIONS OF SAID PLAN. 21. STREET LIGHT LUMINAIRES ARE TO BE LEO AS SPECIFIED IN C.O.B. SPECIAL PROVISIONS SECTION Si OR AN EQUIVALENT AS APPROVED BY THE CITY ENGINEER. 22. 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 VICINITY MAP NO SCALE CITY OF BAKERSFIELD KERN COUNTY CALIFORNIA STREET CONSTRUCTION PLANS FOR i VESTING TENT. TR. 7299 j UNIT 2 NOTE: 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION WITHIN THE CITY RIGHT-OF-WAY, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. TELEPHONE 326-3049. NO CITY INSPECTIONS HALL BE GIVEN FOR THE WORK IN THIS AREA UNTiL A STREET PERMIT WITH APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINED. 2. ANY FACILITY NOT IN THE PUBLIC RIGHT OF WAY IS TO BE PRIVATELY MAINTAINED 3. 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. ® 1■ 1 a 1 IIIII1I UNIT 3' ~'x iNUr A PART) r � SII I VESTING TENATIVE14 n n d a b TRACT No. 7300 to n 10 3 ° ° / Op 7 11 4 n / 19 / M STOCKDALE LEGEND (CONT.): 23. ANY ITEMS IN PUBLIC RIGHT-OF-WAY THAT ARE DAMAGED OR DO NOT MEET o T. 30 S, R. 26 E. y/Gyp, EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS SUBGRADE PREPARATION UPGRADING AS PER CITY ENGINEER. '" CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' W1NG5 CONCRETE PARKING °C" PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) 24. NOTE TO STAMP A ON TOP OF CURB OF MEDIAN OVER EACH CONDUIT 21,615 DRIVEWAYS LOCATION R1_1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: 6" CURB AND GUTTER LF. -�-- 'R1-1" - STOP "S5-2" - END SOHOOL ZONE 25. 2 PROJECT SIT 5' SIDEWALK SHALL BE INSTALLED AT THE EXTENSION OF THE NEAREST LOT LINE TO WHERE 0 HANDICAP RAMPS THEY ARE SHOWN HERON. :R26i - NO PARKING ANYTIME W14-2* - NO OUTLET 26. MAXIMUM SLOPE RATIO FROM BACK OF SIDEWALK TO FACE OF WALL OR STRUCTURE 400 TRAFFIC CONTROL SIGNS SHALL BE 4:1, EXCEPT FOR TWO FEET BEHIND THE SIDEWALK WHERE THE MAXIMUM "R4-7" - KEEP RIGHT "Ii - SINGLE ARROW zr SLOPE SHALL BE 2% ALTERNATIVELY, THE CITY ENGINEER MAY APPROVE CURBING R81(CA)" - TIKE LINE •WI_i° _ CURVE ARROW MONUMENT ENCASEMENTS BEHIND THE SIDEWALK OR OTHER METHODS TO PREVENT EROSION ONTO THE "IV3-3" - SIGNAL AHEAD MING AVENUE CONSTRUCT CATCH BASIN TYPE "A' PER C.O.B. STD. D-14, LOCAL STREET TL LENGTH (PRIVATE) LF EXISTING CATCH BASIN xm xm LEGEND C', EXISTING STOW DRAIN MANHOLE � ABBREVIATIONS � 6 O EXISTING SEWER CLEANOUT 6 0 ELEV ELEVATION EVC END VERTICAL CURVE ____i /1 z 2 rc TO SEWER AND STORM DRAIN PLANS ECR END CURB RETURN PRC PONT OF REVERSE CURVATURE -- _-- y F _A0 EC END CURVE TO TOP OF CURB EXISTING SEWER UNE PIVC PONT OF INTERSECTION TP TOP OF PAVEMENT TRACT BOUNDARY WHITE LANE S P.O.C. PONT ON CURVE T.O.M. TOP OF MANHOLE 'g '"" "' ""' '" `"" '"" "" "° ""' PHASE BOUNDARY PA PROPERTY UNE R/W RIGHT-OF-WAY z E.P. EDGE OF PAVEMENT S.D.M. STORM DRAIN MANHOLE Oi CURVE NUMBER FOR CURVE DESCRIPTION EX. EXISTING C/G CURB AND GUTTER w F.O.G. FACE OF CURB iPARKING AREA FLOW LINE ® ITEM OF WORK -SEE SCHEDULE m p FURNISH & INSTALL SURVEY MONUMENT PER C.O.B.. SID. ST -13 /40 13 QQ EXISTING SURVEY MONUMENT SECTION + FURNISH & INSTALL STREET SIGN PER C.O.B. SID. T-1. DESIGNATION: gCKIN LLTIER + FURNISH & INSTALL METRO STREET SIGN PER COB. SID. T-1. N -�- FURNISH & INSTALL STREET UG HT -5800 PER C.O.B. 2 STANDARD OR APPROVED EQUAL (SEE DETAIL -1- ON SHEET 1) %EE7 VREIE SECTION IS SHOWN OUTHERN PACIFIC RAILROAD VICINITY MAP NO SCALE CITY OF BAKERSFIELD KERN COUNTY CALIFORNIA STREET CONSTRUCTION PLANS FOR i VESTING TENT. TR. 7299 j UNIT 2 NOTE: 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION WITHIN THE CITY RIGHT-OF-WAY, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. TELEPHONE 326-3049. NO CITY INSPECTIONS HALL BE GIVEN FOR THE WORK IN THIS AREA UNTiL A STREET PERMIT WITH APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINED. 2. ANY FACILITY NOT IN THE PUBLIC RIGHT OF WAY IS TO BE PRIVATELY MAINTAINED 3. 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. ® 1■ 1 a 1 IIIII1I UNIT 3' ~'x iNUr A PART) r � SII I VESTING TENATIVE14 n n d a b TRACT No. 7300 to n 10 3 ° ° / Op 7 11 4 n / 19 / M H J! a, 4 HIR: 1111 s my : n ° ! ♦ O k ° i - _! I � UT 1 7 1 W A PART) a SINGLE n µ m n °% 1 • N FIXTURE ® (5800 LUMEN) � H ' z STREET LIGHT DETAILNo LE 1" 5f4 tllll _ .. u / VESTING TENATIVE TRACT No. 7302 KEY MAP SCALE: 1"=200' O2 DENOTES SHEET NUMBER LIST OF MATERIALS ITEM APPROVAL 10 DAYS PRIOR TO PAVING. LEGEND (CONT.): 23. ANY ITEMS IN PUBLIC RIGHT-OF-WAY THAT ARE DAMAGED OR DO NOT MEET 1,077 CL. II AGG. BASE CURRENT STANDARDS SET BY PUBLIC WORKS WILL REQUIRE REPAIRING AND/OR EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS SUBGRADE PREPARATION UPGRADING AS PER CITY ENGINEER. '" CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' W1NG5 CONCRETE PARKING °C" PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) 24. NOTE TO STAMP A ON TOP OF CURB OF MEDIAN OVER EACH CONDUIT 21,615 DRIVEWAYS LOCATION R1_1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: 6" CURB AND GUTTER LF. -�-- 'R1-1" - STOP "S5-2" - END SOHOOL ZONE 25. WITH THE EXCEPTION OF THOSE ON RETURNS, STREET SIGNS AND STREET LIGHTS •• _ ONE WAY "W31(CA)" - END 5' SIDEWALK SHALL BE INSTALLED AT THE EXTENSION OF THE NEAREST LOT LINE TO WHERE 'RS -1" - DO NOT ENTER "WT4-1° - DEAD END HANDICAP RAMPS THEY ARE SHOWN HERON. :R26i - NO PARKING ANYTIME W14-2* - NO OUTLET 26. MAXIMUM SLOPE RATIO FROM BACK OF SIDEWALK TO FACE OF WALL OR STRUCTURE 'R3 -SR - RIGHT TURN ONLY 'WI -7' - DOUBLE ARROW TRAFFIC CONTROL SIGNS SHALL BE 4:1, EXCEPT FOR TWO FEET BEHIND THE SIDEWALK WHERE THE MAXIMUM "R4-7" - KEEP RIGHT "Ii - SINGLE ARROW STREET LIGHTS SLOPE SHALL BE 2% ALTERNATIVELY, THE CITY ENGINEER MAY APPROVE CURBING R81(CA)" - TIKE LINE •WI_i° _ CURVE ARROW MONUMENT ENCASEMENTS BEHIND THE SIDEWALK OR OTHER METHODS TO PREVENT EROSION ONTO THE "IV3-3" - SIGNAL AHEAD MEDIAN CURB SIDEWALK. CONSTRUCT CATCH BASIN TYPE "A' PER C.O.B. STD. D-14, LOCAL STREET TL LENGTH (PRIVATE) LF EXISTING CATCH BASIN LEGEND C', EXISTING STOW DRAIN MANHOLE ABBREVIATIONS EXISTING SEWER MANHOLE FL FLOVAUNE POVC PONT ON VERTICAL CURVE O EXISTING SEWER CLEANOUT CL CENTERUNE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE ____i NEW STORM DRAIN LINE - REFER BCR BEGIN CURB RETURN PI PONT OF INTERSECTION TO SEWER AND STORM DRAIN PLANS ECR END CURB RETURN PRC PONT OF REVERSE CURVATURE -- _-- -- - - -'_-- __--- - EXISTING STORM DRAIN UNE BC BEGIN CURVE PCC PONT OF COMPOUND CURVATURE EC END CURVE TO TOP OF CURB EXISTING SEWER UNE PIVC PONT OF INTERSECTION TP TOP OF PAVEMENT TRACT BOUNDARY OF VERTICAL CURVE FC FINISH CONCRETE P.O.C. PONT ON CURVE T.O.M. TOP OF MANHOLE 'g '"" "' ""' '" `"" '"" "" "° ""' PHASE BOUNDARY PA PROPERTY UNE R/W RIGHT-OF-WAY E.P. EDGE OF PAVEMENT S.D.M. STORM DRAIN MANHOLE Oi CURVE NUMBER FOR CURVE DESCRIPTION EX. EXISTING C/G CURB AND GUTTER F.O.G. FACE OF CURB iPARKING AREA FLOW LINE ® ITEM OF WORK -SEE SCHEDULE FLONNNE STATION - SEE TABLE p FURNISH & INSTALL SURVEY MONUMENT PER C.O.B.. SID. ST -13 QQ EXISTING SURVEY MONUMENT SECTION + FURNISH & INSTALL STREET SIGN PER C.O.B. SID. T-1. DESIGNATION: gCKIN LLTIER + FURNISH & INSTALL METRO STREET SIGN PER COB. SID. T-1. -�- FURNISH & INSTALL STREET UG HT -5800 PER C.O.B. 2 STANDARD OR APPROVED EQUAL (SEE DETAIL -1- ON SHEET 1) %EE7 VREIE SECTION IS SHOWN H J! a, 4 HIR: 1111 s my : n ° ! ♦ O k ° i - _! I � UT 1 7 1 W A PART) a SINGLE n µ m n °% 1 • N FIXTURE ® (5800 LUMEN) � H ' z STREET LIGHT DETAILNo LE 1" 5f4 tllll _ .. u / VESTING TENATIVE TRACT No. 7302 KEY MAP SCALE: 1"=200' O2 DENOTES SHEET NUMBER LIST OF MATERIALS ITEM UNIT UNIT i A.C. PAVING TONS 1,077 CL. II AGG. BASE CUYD 1,100 SUBGRADE PREPARATION CUYD 2,750 CONCRETE PARKING SF 21,615 CONCRETE PARKING SUBGRADE SF 21,615 DRIVEWAYS SF 4.872 6" CURB AND GUTTER LF. 2,078 6" CURB LF 1,430 5' SIDEWALK SOFT 19,439 HANDICAP RAMPS EA 4 STANDARD STREET NAME SIGNS EA. 2 TRAFFIC CONTROL SIGNS EA. 8 STREET LIGHTS EA. 4 MONUMENT ENCASEMENTS EA. 9 MEDIAN CURB LF 1 2,960 LOCAL STREET TL LENGTH (PRIVATE) LF 1,931 SIZE LIGHT POST FIXTURE STERNBERG STERNBERG 14' BARRINGTON POLE OLD TOWN 5214FP14 AB5OSRIFD NOTE: 5800 LUMEN STREET LIGHTS SHALL BE IN ACCORDANCE WITH C.O.B. STD. DET. ST -14. 30" 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. APPROVED BY: ROGER A. MCINTOSH R.C.E. 33322 DATE EXP. 6-30-18 IN ACCORDANCE WITH THE CONDITIONS OF THE VESTING TENTATIVE MAP, THE IMPROVEMENT PLANS HAVE BEEN REVIEWED BY THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT. ALL IMPROVEMENTS INDICATED AS "PRIVATE" HEREIN ARE PRIVATE AND ARE TO BE PRIVATELY MAINTAINED. APPROVED BY: NICOLASFIDL R PUBLIC WORKS DIRECTOR DATE R.C.E. NO. 61069 EXP. 12-31-18 REVIEWED BY: ASSISTANT PUBLIC WORKS DIRECTOR REVIEWED BY: 1--Z- %//8/J7 TRAFFIC ENGINEER BASIS OF BEARINGS: THE BEARING OF N 01'02'20" E SHOWN FOR THE EAST IGHT BASE LINE SECTION 10, T. 30 S., R. 26 E. AS SHOWN ON RECORD OF SURVEY, BOOK 25, PAGE 49 WAS USED AS THE BASIS OF BEARING SHOWN HEREON. 6" SLAB SEE C.O.B. BENCHMARK USED: STD ST -14 TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE INTERSECTION OF MING AVENUE AND ALLEN RD., ALSO BEING (4) 1h" x 18" x 3" x THE NORTHWEST CORNER OF SECTION 12, T.30S., R.26E., ANCHOR BOLTS ELEV = 367.96' (NAVD 88 DATUM) (4)14"x18"x3" a ANCHOR BOLTS Y ANCHOR LAYOUT MANUFACTURER STREET LIGHT PIER DESIGN NO SCALE PROJECT ARE UNIT 2 - 10.92 INDEX OF SHEETS SHEET nTLE v 1. TiTLE SHEET 2. PEMBERLEY PASSAGE AVENUE STA. 10+00.00 C.L TO STA. 18+50.00 C.L. 3. PEMBERLEY PASSAGE AVENUE STA. 18+50.00, C.L. TO STA. 27+03.13 C.L. i 4. HIGHGATE GREENS DRIVE STA. 11+32.82 C.L. TO STA. 14+76.17 C.L. , Know what's belOW. Call before you dig. TE PARK %w. OT A PART OFFSITE PLANS 364 362 360 358 356 354 352 350 I r, STA.16+24.99 FIL ALT. = i 1% � J1\1IT J 1\11 IT 16 I I J 19 I 17 S 18 II O 1 \ 1 15 I 6 J S 14 I I \ `v U z JJo I 2a am LL o 1 J J LL' Uli4 IOW LLMn �1 Z 0 6 I d II Jou o OO •NJtim'leYUY �?'w+ '� J�a`cmm.-iwN�� }�yom�-dO'�I llI 4inN1+J� }3o��f INn }3vm7'i mUI rrr Itzo PRE; 3m qM II :m}EDd°,° ommm 2 I 2 It + 6 \ � 11 J a iJ _ 'X m Pimm Od d Ud Od I d 1 1-7 R Jo w r LL1n°n o< O� STRUCTURAL I ddd Tmi 2 �'� $n P/1- r y C14 fi ri N SETBACK UNE a7* Nines 1 m m m -1J c'Bi N.J 1j u7*'. _ncmv ! _ C9 Ct 3 6 a - 4 7 8 9 10 8°'R C73 26605 om J-1 J(f l.: LL$N < I N$ T C72 O�tPWr om J^N wu� m$o ddd 0' SEWER 72 2 5 5 6 �YS,�•E 1$ Q liM� ,`;36 z3+7 10 dv�iti y 1 .S ' 5 C43 0 n Cg CIO 041 I o n a 8' SEWER -- N �- c7* _ __ 18 DRAIN -_ 30 46657 5,56'45:49°E 1 _ ST•P S56'45'26'E 199.72' 7+DO © 34 C76 6 ~ d inw D N 14+00 RS' - 't 5 _ _IR p{R0 DETAIL F-- 27 IM C40 29 ae I to ae 3G C195 331' A _ _ / o o - EX. 34' P. &E GAS41E- 34 Eo c- - -__ _.-c---�'-- .. � / 1�X. 34'c P.G.1ff GAc$ UNE C23 -C22 5 � 6 � _ ___- � LLy r 20 EASEMENT DEDICATED 1W1H TANGENT DELTA C1 FINAL MAP FOR FLOWAGEJ/ 281.03' EXISTING CURB & GUTTER \ \ AND DRAINAGE OVER PRIVATE � 500,00' EX 34° P.G.&E GAS UNE c POCKET PARK --c �c----c---�--- EXISTING MEDIAN CURB" 15.44' 7.72' 8.)LL ,-• PER APPROVED \ BLOCK WALL PER +�N^. POCKET \ \ SEPARATE PLANS �++ coioP B.Q-SO`07: PARK STA. 12+08., (COMMON AREA) 43'51'46° C6 50.W' PER APPROVED PLANS --1`m_--'_- 18'52'42' C7 \ 158.37' Il w \ \ 9.12' 4.91' 5216'06° am 10.00 9.43' 5.10' J \ CIO PA 65.13' 32.61' S��\ am 533.00' �NN U. BLOCK WALL PER '< mLL o•'R cLL�N 5.00 53'07'48" SEPARATE PUNS � LL,Yo m E d d n .n 364 362 360 358 356 354 352 350 I r, STA.16+24.99 FIL ALT. = i 1% � J1\1IT J 1\11 IT 16 I I J 19 I 17 S 18 II O 1 \ 1 15 I 6 J S 14 I I \ `v U z JJo I 2a am LL o 1 J J LL' Uli4 IOW LLMn �1 Z 0 6 I d II Jou o OO •NJtim'leYUY �?'w+ '� J�a`cmm.-iwN�� }�yom�-dO'�I llI 4inN1+J� }3o��f INn }3vm7'i mUI rrr Itzo PRE; 3m qM II :m}EDd°,° ommm 2 I 2 It + 6 \ � 11 J a iJ _ 'X m Pimm Od d Ud Od I d 1 1-7 R Jo w r LL1n°n o< O� STRUCTURAL I ddd Tmi 2 �'� $n P/1- r y C14 fi ri N SETBACK UNE a7* Nines 1 m m m -1J c'Bi N.J 1j u7*'. _ncmv ! _ C9 Ct 3 6 a - 4 7 8 9 10 8°'R C73 26605 om J-1 J(f l.: LL$N < I N$ T C72 O�tPWr om J^N wu� m$o ddd 0' SEWER 72 2 5 5 6 �YS,�•E 1$ Q liM� ,`;36 z3+7 10 dv�iti y 1 .S ' 5 C43 0 n Cg CIO 041 I o n a 8' SEWER -- N �- c7* _ __ 18 DRAIN -_ 30 46657 5,56'45:49°E 1 _ ST•P S56'45'26'E 199.72' 7+DO © 34 C76 6 ~ d inw D N 14+00 RS' - 't 5 _ _IR p{R0 DETAIL F-- 27 IM C40 29 ae I to ae 3G C195 331' A _ _ / o o - EX. 34' P. &E GAS41E- 34 Eo c- - -__ _.-c---�'-- .. � / 1�X. 34'c P.G.1ff GAc$ UNE C23 -C22 5 � 6 � _ ___- � LLy r 20 TANGENT DELTA C1 500.00' 281.03' EXISTING CURB & GUTTER 3292'13' C2 500,00' PER APPROVED PLAN5 231.19' 493744' u EXISTING MEDIAN CURB" 15.44' 7.72' 1'41'08' ,-• PER APPROVED � s B mm \PLANNSS .� �\ V C5 m 15 +- \ OUSTING IMPROVEMENTS 43'51'46° C6 50.W' PER APPROVED PLANS --1`m_--'_- 18'52'42' C7 \ 158.37' Il FFyy F- \ 10.00 9.12' 4.91' 5216'06° 1+ 10.00 9.43' 5.10' 54'00'06' CIO 525.00' 65.13' 32.61' 364 362 360 358 356 354 352 350 I r, STA.16+24.99 FIL ALT. = i 1% � J1\1IT J 1\11 IT 16 I I J 19 I 17 S 18 II O 1 \ 1 15 I 6 J S 14 I I \ `v U z JJo I 2a am LL o 1 J J LL' Uli4 IOW LLMn �1 Z 0 6 I d II Jou o OO •NJtim'leYUY �?'w+ '� J�a`cmm.-iwN�� }�yom�-dO'�I llI 4inN1+J� }3o��f INn }3vm7'i mUI rrr Itzo PRE; 3m qM II :m}EDd°,° ommm 2 I 2 It + 6 \ � 11 J a iJ _ 'X m Pimm Od d Ud Od I d 1 1-7 R Jo w r LL1n°n o< O� STRUCTURAL I ddd Tmi 2 �'� $n P/1- r y C14 fi ri N SETBACK UNE a7* Nines 1 m m m -1J c'Bi N.J 1j u7*'. _ncmv ! _ C9 Ct 3 6 a - 4 7 8 9 10 8°'R C73 26605 om J-1 J(f l.: LL$N < I N$ T C72 O�tPWr om J^N wu� m$o ddd 0' SEWER 72 2 5 5 6 �YS,�•E 1$ Q liM� ,`;36 z3+7 10 dv�iti y 1 .S ' 5 C43 0 n Cg CIO 041 I o n a 8' SEWER -- N �- c7* _ __ 18 DRAIN -_ 30 46657 5,56'45:49°E 1 _ ST•P S56'45'26'E 199.72' 7+DO © 34 C76 6 ~ d inw D N 14+00 RS' - 't 5 _ _IR p{R0 DETAIL F-- 27 IM C40 29 ae I to ae 3G C195 331' A _ _ / o o - EX. 34' P. &E GAS41E- 34 Eo c- - -__ _.-c---�'-- .. � / 1�X. 34'c P.G.1ff GAc$ UNE C23 -C22 5 � 6 � _ ___- � CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C1 500.00' 281.03' 144.33' 3292'13' C2 500,00' 433.09' 231.19' 493744' u 525.00' 15.44' 7.72' 1'41'08' u � o 8.31' 18652'42' C5 m 15 N 12.88' 43'51'46° C6 50.W' 16.47' --1`m_--'_- 18'52'42' C7 525.00' 158.37' Il 171703° 08 10.00 9.12' 4.91' 5216'06° 1+ 10.00 9.43' 5.10' 54'00'06' CIO 525.00' 65.13' 32.61' S��\ am 533.00' �NN U. BLOCK WALL PER '< mLL o•'R cLL�N 5.00 53'07'48" SEPARATE PUNS � LL,Yo m E d d n .n 251.35' 128.80' 30'50'14" C15 525.00' BEGIN CURB & OU 1 150.48' 31'59'17' a m 533.00' 265.33' STA. 10+99.28 QL 6.7'1 8 RL = d F C17 N 9.43' STA. 11+08.94 F.L. 54600'06' prim\ m 71 U1LL CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C1 500.00' 281.03' 144.33' 3292'13' C2 500,00' 433.09' 231.19' 493744' C3 525.00' 15.44' 7.72' 1'41'08' C4 50.00' 16.47 8.31' 18652'42' C5 32.00' 24.50' 12.88' 43'51'46° C6 50.W' 16.47' --1`m_--'_- 18'52'42' C7 525.00' 158.37' Il 171703° 08 10.00 9.12' 4.91' 5216'06° 1+ 10.00 9.43' 5.10' 54'00'06' CIO 525.00' 65.13' 32.61' N am 533.00' 50.00' 25.02' <m C12 1Q00' 9.27 5.00 53'07'48" � � 271.79' 139.73' m C4 .n 251.35' 128.80' 30'50'14" C15 525.00' 293.11' 150.48' 31'59'17' C16 533.00' 265.33' 135.47 28'31'18° C17 N 9.43' 5.10' 54600'06' C18 m 71 U1LL 5216'06° C37 N y IED �'- 37'34'23° a m low II I'ma ti <Yn O m OF 3.27 3611'50" Od 495.00' 0.m 3 4'\ 8 5'3002' 1 505.00' LLNn 24.85 5'38'02' G42 ULLm 257.13' 131.41' 2910'22' =+ 26' WIDE PRIVATE $ tiWLL 2910'227 tV Oi INS mOfn N of 00.0, 40^,1 Q-ol oa �� W N b hNN z oo�J 1 1. n = moy$ °o•� m FF 13 1 LLI �^_.n- J i mm ire w LLma m lI 1 w�� 1 C�.3.4 TL DRIVEWAY -4 $ H`2mw a7* �nmiii 1 ddF 1 r�Fa- 1 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C1 500.00' 281.03' 144.33' 3292'13' C2 500,00' 433.09' 231.19' 493744' C3 525.00' 15.44' 7.72' 1'41'08' C4 50.00' 16.47 8.31' 18652'42' C5 32.00' 24.50' 12.88' 43'51'46° C6 50.W' 16.47' 8.31' 18'52'42' C7 525.00' 158.37' 79.79' 171703° 08 10.00 9.12' 4.91' 5216'06° C9 10.00 9.43' 5.10' 54'00'06' CIO 525.00' 65.13' 32.61' 7'06'28' C11 533.00' 50.00' 25.02' 5'22'28' C12 1Q00' 9.27 5.00 53'07'48" C13 475.00' 271.79' 139.73' 324702" C4 467.00' 251.35' 128.80' 30'50'14" C15 525.00' 293.11' 150.48' 31'59'17' C16 533.00' 265.33' 135.47 28'31'18° C17 10.00' 9.43' 5.10' 54600'06' C18 10.00' 9.12' 4.91' 5216'06° O/ aN 14 PEMBERLEY PASSAGE AVENUE (PRIVATE STREET) (STA. 10+00.00 C.L. TO 18+50.00 C.L.) SCALE: 1" = 40' HORIZONTAL Y I� w w CURVE RADIUS LENGTH TANGENT 14 G19 10.00' 9.18' C17 52'3645° l ; + HIGH WALL . 36° HIG BLOCK WA 2 PA o C20 C21 C5000, BELOW �' ]*0733° C22 475.00' 75.21' 37.69' 9'04'21' C23 10.00' 9.10' 4.89' 7 PER SEPARATE PLM O nl � 5.11' 11 rc � r 116.75' ti 14`04'59° C26 50.00' 21.90' STRUCTURAL r m} ; C27 32.00' 23.58' 12.35' 4213'13° C28 50.00' 21.90 MEN 25*0541° C29 475.00' 8.94' SETBACK UNE *04'44° C30 495.00' 30.83' 15.42' 334'07* C31 505,00' 31.45 15.73' 3'34b7' C32 10.00 y3 3.40' 37'34'23' VERT. CURVE 6.31' g 361041' O � ,(j O m' C35 o NIo 3.40' 3733'12° JJ 10.00' 6.31' N 3610'41' C37 N y 3.40' 37'34'23° a m low V3 m 3.40' ti <Yn J m c7* 3.27 3611'50" JJO 495.00' 0.m 3 4'\ 8 5'3002' 1 505.00' LLNn 24.85 5'38'02' G42 ULLm 257.13' 131.41' 2910'22' =+ 26' WIDE PRIVATE 25203' ( 2910'227 tV Oi INS mOfn N Y{• 00.0, 40^,1 Q-ol oa AFINAL W tD m z oo�J a�C: DEDICATED NTH MAPP..T n p mp aum>mm m m mm 66.6 LLI �^_.n- mdd ire w lI 1 w�� 1 C�.3.4 TL DRIVEWAY mmm ,NN co 1 ddF ti r�Fa- 1 S . 17+52.18, F.O.C.1 CL Z YJ I-/1Nm m mN1n9 O �D 1 t0 10 Y JW I l`$.7*,M n V \ O/ aN 14 PEMBERLEY PASSAGE AVENUE (PRIVATE STREET) (STA. 10+00.00 C.L. TO 18+50.00 C.L.) SCALE: 1" = 40' HORIZONTAL Y I� w w 11+00 • O Know what's below. Call before you dig. 12+00 364 362 360 358 356 354 352 350 - 10+00 13+00 14+00 CURVE TABLE (CONVD) CURVE RADIUS LENGTH TANGENT DELTA G19 10.00' 9.18' 4.94' 52'3645° C20 10.00' 9.29' 5.01' 53'14'52° C21 C5000, BELOW 29.08' ]*0733° C22 475.00' 75.21' 37.69' 9'04'21' C23 10.00' 9.10' 4.89' 52`09'47' C24 10.00' 9.45' 5.11' 54*08'40' C25 475.00' 116.75' 'w 14`04'59° C26 50.00' 21.90' 11.13' 250541° C27 32.00' 23.58' 12.35' 4213'13° C28 50.00' 21.90 MEN 25*0541° C29 475.00' 8.94' 4.47 *04'44° C30 495.00' 30.83' 15.42' 334'07* C31 505,00' 31.45 15.73' 3'34b7' C32 10.00 6.56' 3.40' 37'34'23' VERT. CURVE 6.31' 3.27 361041' C34 10.0 6.32' 3.27 3611'50' C35 10.00' 6.55' 3.40' 3733'12° L' 10.00' 6.31' 3.27 3610'41' C37 10.00' 6.56' 3.40' 37'34'23° C38 low 6.55' 3.40' 37'33'12' C39 10.00' 6.32' 3.27 3611'50" C40 495.00' 48.67 24.36' 5'3002' 1 505.00' 49.66' 24.85 5'38'02' G42 505.00 257.13' 131.41' 2910'22' G43 495.00 25203' 12881' 2910'227 J• Y{• rn J W W it M O n p mp (y0 m My W_ C�.3.4 �4 co a CL Z O �D t0 Ix Y JW l`$.7*,M n V O n V � U 6 yy �V W W C Frl i i N 0 �i c It .tom, ��[Vyppp:N O# •+ JJ� W W IW w W p J W U.0 N F W W d LL��TTW LL W W ' �3 a dfi PROP BOWL E o 8 $m F u U 6^ �j -_- -- I m m`P m n I Z cid o d itd >d ido >_ d a ti u u ti I EXISTING ORTH FL NE o -- EXISTING UNDO -- -- 1 ------ W - - - - - - - Oma - - - - - - - - - - - p y a 5 -0.25X (}-- d PROPOSED _ j d i d c7* c7* P OPOSED NORTH FLOWEI E W . I- iL iL 0 a lti m m m Ul S--0.25% .T - --- -- - --- - -- --- - - - - - - - - - - -- - - --_ U I- EN15TIN SOUTH R NLNNE (s= s=-0.3oX s= o. -o.- sX a--- - I 11+00 • O Know what's below. Call before you dig. 12+00 364 362 360 358 356 354 352 350 - 10+00 13+00 14+00 CURVE TABLE (CONVD) CURVE RADIUS LENGTH TANGENT DELTA G19 10.00' 9.18' 4.94' 52'3645° C20 10.00' 9.29' 5.01' 53'14'52° C21 467.00' BELOW 29.08' ]*0733° C22 475.00' 75.21' 37.69' 9'04'21' C23 10.00' 9.10' 4.89' 52`09'47' C24 10.00' 9.45' 5.11' 54*08'40' C25 475.00' 116.75' 58.67' 14`04'59° C26 50.00' 21.90' 11.13' 250541° C27 32.00' 23.58' 12.35' 4213'13° C28 50.00' 21.90 MEN 25*0541° C29 475.00' 8.94' 4.47 *04'44° C30 495.00' 30.83' 15.42' 334'07* C31 505,00' 31.45 15.73' 3'34b7' C32 10.00 6.56' 3.40' 37'34'23' C33 10.00 6.31' 3.27 361041' C34 10.0 6.32' 3.27 3611'50' C35 10.00' 6.55' 3.40' 3733'12° G36 10.00' 6.31' 3.27 3610'41' C37 10.00' 6.56' 3.40' 37'34'23° C38 low 6.55' 3.40' 37'33'12' C39 10.00' 6.32' 3.27 3611'50" C40 495.00' 48.67 24.36' 5'3002' G41 505.00' 49.66' 24.85 5'38'02' G42 505.00 257.13' 131.41' 2910'22' G43 495.00 25203' 12881' 2910'227 11+00 12+00 F.O.C. STATIONING CONSTRUCTION NOTES: CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 R/W RIGHT-OF-WAY 15+00 16+00 17+00 18+00 19+00 20+00 20+50 2 CONSTRUCT 5' DETACHED STANDARD TYPE SIDEWALK PER C.O.B. STD ST -3- A.P. ANGLE POINT T.C. ELEV. 3 INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. C/G CURB AND GUTTER STA. ®CONSTRUCT HANDICAP RAMP PER CALTRANS 2010 REVISED ❑2 P.C.C. STA 14+40.62, 33.00T. STANDARD PLAN R.S.P. A88A-CASE A OR F - DETAIL "6" ON SHEET 4. w 355.85' OCONSTRUCT 6" CONCRETE CURB WITH 12" TOTAL CURB HEIGHT STA 14+87.52, 33.0OT. STA. 16+53.69, F.O.C. AND 6" REVEAL PER DETAIL "2" ON SHEET 4. ❑4 B.C. © PARKING AREA 6" THICK CONCRETE- SEE DETAIL "5" ON SHEET 4. 17+74.09, F.O.C. 355.43' ❑5 W31(CA) SIGN WITH OM4-3 MARKER AT UNIT BOUNDARY OF STA 16+15.93, 29.00T. STA. OINSTALL TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED AT THE SAME TIME. ® P.R.C. STA 16+46.93, 29.0OT. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. 18+16.91, F.O.C. 364 ® CONSTRUCT TYPICAL STREET CORNER - SEE DETAIL "3" ON SHEET 4. STA. 16+54.93, 33.oOT. STA. O CONSTRUCT TYPICAL STREET BULGE - SEE DETAIL "4" ON SHEET 4. 80 362 10 CONSTRUCT TYPE "M"-10" REVEAL MEDIAN CURB PER C.O.B.. STD. ST -2. 355.29' Q P.I.V.C./B.C. ' 1% 360 11 DEMOLISH EXISTING TEMP TURNAROUND IF CONSTRUCTED 0 358 STA. 17+13.56, U00LT. STA. 18+63.50, F.O.C. 356 11 I FrFnln• ABBREVIATIONS STA. 14+16.95, 29.07RT. STA. 0 FL FLOWUNE POVC POINT ON VERTICAL CURVE 02 P.R.C. STA. 14+25,33, 33.00RT. CL CENTERLINE BVC BEGIN VERTICAL CURVE 14+27.79, F.O.C. 354 Q ELEV ELEVATION EVC END VERTICAL CURVE STA. 14+87.52, 33.00RT. STA. 14+85.87, F.O.C. BCR BEGIN CURB RETURN RI POINT OF INTERSECTION ® B.V.C. STA. 16+6224, 33.5081 ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE 16+60.59, F.O.C. 352 05 BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE STA, 16+77.14, 33.00RT. STA. 16+75.50, F.D.C. EC END CURVE TO TOP OF CURB © P.R.C. STA. 16+85.16, 28.98RT. PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT 16+84.79, F.O.C. 350 0.7 08 VERTICAL CURVE FC FINISH CONCRETE STA 17+14.54, 28.94RT. 11+00 12+00 F.O.C. STATIONING P.O.C. POINT ON CURVE R/W RIGHT-OF-WAY 15+00 16+00 17+00 18+00 19+00 20+00 20+50 PA PROPERTY LINE A.P. ANGLE POINT T.C. ELEV. E.P. EDGE OF PAVEMENT C/G CURB AND GUTTER STA. F.O.C. FACE OF CURB ❑2 11+00 12+00 F.O.C. STATIONING TABLE - PEMBERLEY PASSAGE AVE. REF. NO. DESCRIPTION GL STATION F.O.C. STATION T.C. ELEV. ❑1 P.R.C. STA, 14+32.97, 28.9417. STA. 15+94.26, F.O.0 355.79' ❑2 P.C.C. STA 14+40.62, 33.00T. STA. 16+03.69, F.O.C. 355.85' ❑3 EC. STA 14+87.52, 33.0OT. STA. 16+53.69, F.O.C. 355.73' ❑4 B.C. STA 16+07.93, 33.0017. STA. 17+74.09, F.O.C. 355.43' ❑5 P.R.C. STA 16+15.93, 29.00T. STA. 17+83.37, F.O.C. 355.33' ® P.R.C. STA 16+46.93, 29.0OT. STA. 18+16.91, F.O.C. 355.25' © EC. STA. 16+54.93, 33.oOT. STA. 18+26.18, F.O.C. 355.31' 80 B.VC. STA. 16+62.24, 33.DOT. STA. 18+33.50, F.O.C. 355.29' Q P.I.V.C./B.C. ' 1% STA. 18+5850, F.O.C. RT. 0 E.V.G. STA. 17+13.56, U00LT. STA. 18+63.50, F.O.C. 354.95' 11 P.R.C. STA. 14+16.95, 29.07RT. STA. 0 355.85' 02 P.R.C. STA. 14+25,33, 33.00RT. STA. 14+27.79, F.O.C. 355.90' Q GRADE BREAK/E.C. STA. 14+87.52, 33.00RT. STA. 14+85.87, F.O.C. 355.73' ® B.V.C. STA. 16+6224, 33.5081 STA. 16+60.59, F.O.C. 355.29' 05 B.C. STA, 16+77.14, 33.00RT. STA. 16+75.50, F.D.C. 355.26' © P.R.C. STA. 16+85.16, 28.98RT. STA 16+84.79, F.O.C. 355.13' 0.7 P.R.C. STA 17+14.54, 28.94RT. STA. 17+18.07, F.O.C. 354.86' 08 EC. STA 17+2219, 310DRT• STA. 17+27.48 F.O.C. 354.%' m 0 rn it W_ C�.3.4 �4 co a CL Z O �D o AV Ix W i V O V � U 6 yy �V W W C Frl N 0 �i c .tom, w N W U.0 N W W d LL��TTW LL W W ' �j I m m`P m n I Z r m iii, ti d a ti u u ti o -- EXISTING UNDO ti 1 u7* m p y a d PROPOSED OWiJNE j d i d c7* c7* W . I- iL iL 0 a lti m m m Ul S--0.25% .T - --- -- - --- - -- --- - - - - - - - - - - -- - - --_ U I- EN15TIN SOUTH R NLNNE (s= s=-0.3oX s= o. -o.- sX a--- - I � PR ED SOU H FLOW -INE - _ __ i S= -1.00X I 11+00 12+00 F.O.C. STATIONING TABLE - PEMBERLEY PASSAGE AVE. REF. NO. DESCRIPTION GL STATION F.O.C. STATION T.C. ELEV. ❑1 P.R.C. STA, 14+32.97, 28.9417. STA. 15+94.26, F.O.0 355.79' ❑2 P.C.C. STA 14+40.62, 33.00T. STA. 16+03.69, F.O.C. 355.85' ❑3 EC. STA 14+87.52, 33.0OT. STA. 16+53.69, F.O.C. 355.73' ❑4 B.C. STA 16+07.93, 33.0017. STA. 17+74.09, F.O.C. 355.43' ❑5 P.R.C. STA 16+15.93, 29.00T. STA. 17+83.37, F.O.C. 355.33' ® P.R.C. STA 16+46.93, 29.0OT. STA. 18+16.91, F.O.C. 355.25' © EC. STA. 16+54.93, 33.oOT. STA. 18+26.18, F.O.C. 355.31' 80 B.VC. STA. 16+62.24, 33.DOT. STA. 18+33.50, F.O.C. 355.29' Q P.I.V.C./B.C. STA. 16+87.24, 33.00T. STA. 18+5850, F.O.C. 355.73' 0 E.V.G. STA. 17+13.56, U00LT. STA. 18+63.50, F.O.C. 354.95' 11 P.R.C. STA. 14+16.95, 29.07RT. STA. 14+18.68, F.O.C. 355.85' 02 P.R.C. STA. 14+25,33, 33.00RT. STA. 14+27.79, F.O.C. 355.90' Q GRADE BREAK/E.C. STA. 14+87.52, 33.00RT. STA. 14+85.87, F.O.C. 355.73' ® B.V.C. STA. 16+6224, 33.5081 STA. 16+60.59, F.O.C. 355.29' 05 B.C. STA, 16+77.14, 33.00RT. STA. 16+75.50, F.D.C. 355.26' © P.R.C. STA. 16+85.16, 28.98RT. STA 16+84.79, F.O.C. 355.13' 0.7 P.R.C. STA 17+14.54, 28.94RT. STA. 17+18.07, F.O.C. 354.86' 08 EC. STA 17+2219, 310DRT• STA. 17+27.48 F.O.C. 354.%' 13+00 14+00 15+00 (STA. 10+00.00 C.L. TO 18+50.00 C.Q SCALE: 1" = 40' HORIZONTAL 1' = 4' VERTICAL MEDIAN STATIONING TABLE - PEMBERLEY PASSAGE AVE. REF. NO. DESCRIPTION F.O.C. ELEV. T.C. ELEV. C.L. STATION F.O.C. ELEV. T.C. ELEV. 356.14' BEGIN 10' CURB STA. 10+99.28, 6.78RT. 356.67 357.50' ®0 BEGIN 10' CURB STA. 10+99.27, 6.99LT. 356.61' 357.44' 21 BEGIN 6- CURB STA. 11+15.30, 6.49RT. 356.63' 357.13' ® BEGIN 6' CURB STA. 11+15,30, 6.64LL 356.57 357.07 ® B.C.-6' CURB STA. 12+06.49, &OORT. 356.40' 356.90' ® B.C.-6' CURB STA. 12+06.49, 5.UOLT. 356.34' 356.84' ® P.R.C.-6" CURB STA. 12+37.63, 5.00RT. 356.32' 356.82' ® P.C.0-6' CURB STA. 12+37.63, 5.00LT. 356.32' 356.82' ®7 P.R.C.-6' CURB STA. 14+3835, 5.ODRT. 355.74' 356.24' ® P.C.C.-6° CURB STA. 14+38.35, 5,OULT. 355.73' 356.23' ® GRADE BREAK/FC.-6° CURB STA. 14+87.52, 5.00RT. 355.60' 356.10' ® EC -6° CURB STA. 14+87.52, 5.001.1 355.60' 356.10'. Ot GRADE BREAK/8.C.-6" CURB STA. 16+87.24, 5.00RT. 355.10' 355.60' ® GRADE BREAK/B.0-6° CURB STA. 16+87.24, 5.00LT. 355.10' 355.60' ® P.C.C.-6° CURB STA. 17+4227, S.00RT. 354.52' 355.02' ® P.C.Q-6' CURB STA, 17+4227, 5.OULT. 354.53' 355.03' 16+00 17+00 MEDIAN STATIONING TABLE - PEMBERLEY PASSAGE AVE. REF. NO. DESCRIPTION C.L. STATION F.O.C. ELEV. T.C. ELEV. ® B.C.-6" CURB STA /2+87.65, SOORT. 356.14' 356.64' ® P.R.C.-6' CURB STA 12+93.84, 7.04RT 356.09' 355.59' ® E.C.-6' CURB STA 12+99.82, 9.00RT. 356.03' 356.53' ® B.C.-6' CURB STA. 13+07.35, 9.00RT. 356.01' 356.51' ® P.R.C.-6' CURB STA 13+13.33, 7.04RT. 356.04' 356.54' ® E.C. C CURB STA 13+19.52, 5.00RT. 356.06' 356.56' 01 B.C.-6' CURB STA, 12+87.99, 5.001-7 356.12' 356.62' © P.R.C.-6" CURB STA 12+93.61, 6.961-7. 356.07 356.57 ® EC. -6' CURB STA. 12+99.82, 9.001-7 356.01' 356.51' ® B.C. 6' CURB STA 13+07.68, 9.00LT. 355.99' 356.49' ® P.R.C.-6' CURB STA 13+13.69, 6.961,7 356.02' 356.52' ® E.C.-6' CURB STA 13+19.52, 5.001.E 356.04' 356.54' 364 1° P.AF.L PARKING AREA ROW LINE - ONE WAY 1(CA) - END p FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. SID. ST -13. 362 O EXISTING SURVEY MONUMENT - NO PARKING ANYDME - NO OUTLET + FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. 360 + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. 'R4-7' - KEEP RIGHT W2-6' - ROUNDABOUT AHEAD -�- FURNISH & INSTALL PRIVATE STREET UGHT-5800 LUMEN °LED" 'R81(CA)' - BIKE LANE '7'A-1' - CURVE ARROW Of CURVE NUMBER FOR CURVE DESCRIPTION TWE PER DETAIL *1' ON SHEET 1. 358 ._,. --- EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS STORM DRAIN MANHOLE - ' -4@ CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3 WINDS REFER TO SEWER & STORM DRAIN PLANS NOTE: PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) 356 SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT [.. .,I O 354 STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT M M r- Q' 352 LEGEND (CONT.): CONSTRUCT TYPE 'A' CATCH BASIN WITH 3.5' OPENING PER RI -I FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: C.O.B. STD. 0-14 WITHOUT WINGS, UNLESS NOTED OTHERWISE. �- 'R1-1' - STOP 'W3-3° - SIGNAL AHEAD SEWER - REFER TO SEWER & STORM DRAIN PLANS ILL e .30- p I �� �' � - YIELD *M1-2° - PEDESTRIAN CROSSING 350 SECTION TETTER cV 1 'R6 1% vi o N - ONE WAY 1(CA) - END 18+00 ' 19+00 'R5-1' - DO NOT ENTER °WI4-1' - DEAD END 'R26(CA)' 'WI4-2' - NO PARKING ANYDME - NO OUTLET 'R3- - RIGHT TURN ONLY 'W16 -7P' - ARROW 'R4-7' - KEEP RIGHT W2-6' - ROUNDABOUT AHEAD LEGEND CONT.): ( 'R81(CA)' - BIKE LANE '7'A-1' - CURVE ARROW Of CURVE NUMBER FOR CURVE DESCRIPTION --- o STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS ® ITEM OF WORK - SEE SCHEDULE ® STORM DRAIN MANHOLE - 10 ROWLNE STATION - SEE TABLE REFER TO SEWER & STORM DRAIN PLANS NOTE: CONSTRUCT TWE 'A' CATCH BASIN WITH 3.5' OPENING PER SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT [.. .,I O C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT M M r- Q' M N PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. -. I'•1 ln,. ® CONSTRUCT TYPE 'A' CATCH BASIN WITH 3.5' OPENING PER ALL TEMPORARY STRIPING SHALL BE NON-1HERMOPLASTI� ( C.O.B. STD. 0-14 WITHOUT WINGS, UNLESS NOTED OTHERWISE. �'r 3n3 ? SECTION DESIGNATION: � � � -' S SEWER - REFER TO SEWER & STORM DRAIN PLANS ILL e .30- p I �� �' � won SECTION TETTER cV 1 ® SEWER MANHOLE -REFER SEWER &STORM DRAIN PLANS. r 'A 3 d I - - - - - - © SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. 2 00 ,per. 91FEF MERE SEC710N IS 910YM 8 �° '.r (/ •`� .. .. .. TRACT BOUNDARY � UNIT BOUNDARY NOTES:y S ._ CONSTRUCTION LIMITS 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN PLANS AND DETAILS. ® PARKING AREA - SEE CONSTRUCTION NOTE 6. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 0.40' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. b>� 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS J PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. B CITY RECORDS NO: 1% vi o N g® V V a O M M r- Q' M N n � 0zWo�za r m O Q J I = R M 3 won w 3 d I w m � 00 'm Y � DO S t� r Qc, b>� J B U m m 0 rn it C�.3.4 �4 co a CL Z O �D o AV Ix W V O V � U 6 yy �V W W C Frl N 0 �i c w N W U.0 / O LL J - d o ' o 20 JpC nnM µry m ANTU p+ \ \ C16 ,3F \ BP " C19 or W Rimm m cs m 2 5 6 C20 Q \ C4 C36 C7\ C21 1, n C 8 C3 26' WIDE PRIVATE i ck ACCESS/DEUVEWAY EASEMENTS DEDICATED WITH FINAL MAP. ,s.0 '� A, \ s`/ / \ .G5G6 ca E 2 5 k11 12 \ / STRUCTURAL SETBACK UNE \ o 7 9 / r N h1 ON \ CJ� / /O JJ II Y{ 6 fO mw / 2 z ULL'n nmd LL / STRUCTURAL \ ; i' I m N$ J o / SETBACK LME \ i �Imi Hid 27"5 mo Q N Z W �1 U NN Z 20' PROPOSED PUBLIC SEWTR EASEMENT OVER PRIVATE SEWER LME TO BE DEDICATED WITH THE FINAL MAP \ '� INCASE 74 SEWER BECOMES PUBLIC IN THE FUTURE PRIVATE %SCK WALL \ c� PER SEP. PUNS M w w_ IN 362 360 358 356 354 352 350 348 346 20+� 362 360 358 356 354 352 350 348 346 LI --1----'-- 18+51 19+00 IZ 'J S 'F Q 4-k- 1558 x � st IX. t7' SEWER I --a-P? -`� 23+00 o 0( 24'I DRAIN m p 5 1 EG -END 6" CURB/END P.A.F.L, /¢ B.C.-BEGIN CW F.L. v 14 n STA 25+02.41 C.L. 25.00 LT. _ 2 d p/L n STA 26+49.39 F.L. POINT ON VERTICAL CURVE $ �a CL STA. 26+63.14 F.O.C. ' 24 i INTERSECTION N07'43'47"W RAD. Fs � 13 1 C $ (1� I STA. 20+44.79 C.L. PEMBERLEY PASSAGE AVE I STA. 13+03.76 CL HIGHGATE GREENS DRIVE CLI a U71111.111' UILL7W J J $ J n 8 21 DC c; ti U <mLL ,rim f m I N 7'c w w I 22 1 23 TOP OF PAVEMENT 1 I g $ 1 4K I Fh R 1 n II N N N 0 A.P. co FQ'dCn my /m o +++ W yJ J JJ ti 2 �j 5.10' /o �y I U 477.00' m .nm7' >ry IN �� MNb ap l 485.00' oI 70.77' . C16 WN �Z mNd Y.NV)NN nY]I 53'0748' C17 OI 9.27' AMI U Jr C18 475.00' 271.79' ON I 324707' NOIQ- 467.00' 251.35' mol 1 n N C20 10.00' 0bO mN LLNN I C21 nn 9.44' 5.11' 'wo cwi Z o m �H +++ kyr- I -5 I 1 I c3Fd cd I I 27.95' + z 25.00' N 1 F C25 3 N(NV 15.00' 7.50' 1'4834' C26 I 3.88' 1.94' tV _ 10.00' 9.34' 5.05' P/L N � (ANTU N � st IX. t7' SEWER I --a-P? -`� 23+00 o 0( 24'I DRAIN m p 5 1 EG -END 6" CURB/END P.A.F.L, /¢ B.C.-BEGIN CW F.L. v 14 n STA 25+02.41 C.L. 25.00 LT. _ 2 d p/L n STA 26+49.39 F.L. POINT ON VERTICAL CURVE $ �a CL STA. 26+63.14 F.O.C. ' 24 i 25 Fs � 13 1 C $ 1300 w"'� a Z UILL7W ECR $ J Z aII DC c; ti U <mLL ,rim f m I N O /¢ Vo v 14 n LL 2 d p/L n - Uo POINT ON VERTICAL CURVE $ �a CL CENTERUNE � W 1 Fs 27 13 O J J II � O 1300 w"'� a Z UILL7W ECR $ J Z aII DC + U <mLL ,rim f m I N END CURVE m TOP OF CURB 3159'17' o¢ -L c J vi TOP OF PAVEMENT y yN LL �jLL li FINISH CONCRETE 4K U Fh R U 684' /OO, PROPERTY LINE A.P. co FQ'dCn my /m o +++ W nw w+ Q 5216'08" >N 2 Q �< 5.10' /o �y I ddd 477.00' m .nm7' >ry IN �� m 4 3 485.00' 140.55' 70.77' 16'36'15' C16 10.00' JJO' Y: tmy Yl OF 53'0748' C17 10IT 9.27' 5.00' U Jr C18 475.00' 271.79' ON I 324707' NOIQ- 467.00' 251.35' 128.80' 1 n N C20 10.00' 0bO mN LLNN I C21 nn 9.44' 5.11' 'wo cwi Z o m �H +++ kyr- I -5 I 1 I c3Fd cd I I 27.95' + z 25.00' 4205' 1 I C25 475.00' 15.00' 7.50' 1'4834' C26 475.00' 3.88' 1.94' 0'28'03' C27 10.00' 9.34' 5.05' 533732' S n (ANTU 4.99' 53'04'29' C29 543.00' 116.46' \ 1217'17' C30 535.00' N i i I 10.00' 9.42' 5,09' I C32 10.00' SAS 4.91' 521704' C33 10.00' 9.15' °�� 52'25'24' C34 10.00' 9.33' 5.03' 53'25'55' C35 535.00' 15.00' 1 T4 SHEET 4 1'36'23' PEMBERLEY 505,00' 257.13' PASSAGE AVENUE C37 495.00 252.03' 128.81' 291022' C38 505,00' (PRIVATE STREET) 1025'19' C39 515.00' 93.68' 46.97' 102519' C40 (STA. 18+50.00 C.L. TO 27+03.13 C.L.) 1'40'06' C41 505,00' 27.33' 13.67' 3'06'027 C42 SCALE: 1" = 40' HORIZONTAL 1340' 3'06'02' 26 ® Ir 11 h F ;,1 m / � g u POINT ON VERTICAL CURVE $ �a CL CENTERUNE � BEGIN VERTICAL CURVE V ELEV 27 8 O J J II � O 1300 w"'� a Z UILL7W ECR $ J Z •�w3 DC + U <mLL ,rim f m I N END CURVE m TOP OF CURB 3159'17' o¢ -L c J vi TOP OF PAVEMENT y yN LL �jLL li FINISH CONCRETE 4K U Fh R U 684' /OO, PROPERTY LINE A.P. co FQ'dCn my /m o +++ W CURB AND GUTTER 5216'08" W Nlm`I tm`I 9.43' 5.10' /o �y I ddd 477.00' 138.23' l+ w v�iww 485.00' U1\11 IT 1 CURVE ® Ir 11 h F tiLL q � g u> POINT ON VERTICAL CURVE 40'58'22' CL CENTERUNE BVC BEGIN VERTICAL CURVE V ELEV ELEVATIDN EVC aw++ o O 1300 w"'� a j 247'7' ECR END CURB RETURN 3V1m m 358 DC + vm <mLL ,rim f m I N END CURVE TC TOP OF CURB 3159'17' o¢ rQ6�i w v TOP OF PAVEMENT ¢vo min zo OF VERTICAL CURVE U1\11 IT 1 G R/W -- 4U • X29, EXISTING CURB & GUTTER 6 0 (STING MEDIAN CURB 39 \ S \�\ s 20N \EXISTING 8' CURB BLOCK WALL PER rc n SEPARATE PLAN o q EXISTING R/W LEGEND: 9 CURVE ABBREVIATIONS LENGTH F tiLL FL UZe7 u> POINT ON VERTICAL CURVE 40'58'22' CL CENTERUNE BVC BEGIN VERTICAL CURVE V ELEV ELEVATIDN EVC aw++ 16'36'15' O BEGIN CURB RETURN PI j 247'7' ECR END CURB RETURN 3V1m POINT OF REVERSE CURVATURE G R/W -- 4U • X29, EXISTING CURB & GUTTER 6 0 (STING MEDIAN CURB 39 \ S \�\ s 20N \EXISTING 8' CURB BLOCK WALL PER rc n SEPARATE PLAN o q EXISTING R/W LEGEND: 9 362 CURVE ABBREVIATIONS LENGTH TANGENT DELTA FL FLOWUNE POVC POINT ON VERTICAL CURVE 40'58'22' CL CENTERUNE BVC BEGIN VERTICAL CURVE 360 ELEV ELEVATIDN EVC END VERTICAL CURVE 16'36'15' BGR BEGIN CURB RETURN PI POINT OF INTERSECTION 28'31'18' ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE 358 DC BEGIN CURVE POC N 5216'06' w END CURVE TC TOP OF CURB 3159'17' PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT 1'29'48' C9 OF VERTICAL CURVE I FINISH CONCRETE 356 P.O.C. POINT ON CURVE R/W RIGHT-OF-WAY 8456'18' PA PROPERTY LINE A.P. ANGLE POINT 1'46'17" EP. EDGE OF PAVEMENT C/G CURB AND GUTTER 5216'08" C13 1000' 9.43' 5.10' �� C14 477.00' 138.23' 69.60' 16'3695' C15 485.00' 140.55' 70.77' 16'36'15' C16 10.00' 9.27' 5.00' 53'0748' C17 10IT 9.27' 5.00' 53'07'46' C18 475.00' 271.79' 139.73' 324707' C19 467.00' 251.35' 128.80' 305014' C20 10.00' 9.10' 4.89' 52'09'47" C21 10.00 9.44' 5.11' 54'06'35' C22 475.00' 15.00' 7.50' 1'48'34" C23 25.00' 42.05' 27.95' 96'2246' C24 25.00' 4205' 27.95' 952746' C25 475.00' 15.00' 7.50' 1'4834' C26 475.00' 3.88' 1.94' 0'28'03' C27 10.00' 9.34' 5.05' 533732' C28 10.00' 9.26' 4.99' 53'04'29' C29 543.00' 116.46' 5845' 1217'17' C30 535.00' N 65.64' 13'59'21' G31 10.00' 9.42' 5,09' 535WG7' C32 10.00' SAS 4.91' 521704' C33 10.00' 9.15' 4.92' 52'25'24' C34 10.00' 9.33' 5.03' 53'25'55' C35 535.00' 15.00' 7.50 1'36'23' C36 505,00' 257.13' 131.41' 2910'22" C37 495.00 252.03' 128.81' 291022' C38 505,00' 91.86' 46.06' 1025'19' C39 515.00' 93.68' 46.97' 102519' C40 525.00' 15,29' 7.65' 1'40'06' C41 505,00' 27.33' 13.67' 3'06'027 C42 495.00' 26.79' 1340' 3'06'02' a$ K > 4 W > Q I W 1 N N \ a dm $ p w STING D® `4 u r 'm STING OR ® n a 5.7 n n fbb}} F OWUNE a '� z OSED ONLINE ci ,.i 2 -- - -- -- - - - ¢ --- Ur Q <3 t5Q -rY5 LtU fid, UV•r tiF -- --- -- -- --- - N - 1 a N d iO m m SN U _ UN x 2�� IJN WN a Z N UZN ¢ S>_1.00x Is 2 m i - - 05 ( 15=0.57% R PR NOR wmm 1Fjh FL NE PROPOS D SOUTH OWLNRE _ _ -_ _ 5=1.02% EKI6TIN SOUTH 5=-0.5% FLONUNE EXISTING ST PR --_-JIM SED SOU P POSED NOR FLOWUNE .L -26+56A 'NORMAL L L. - STA 20+04.95,L_ .=351.36' SA SIA BREAK-'-' t~ NOR AL F.L. ELE F.L. V==350.10 ST 25+49.18, GL 25,008 . DEP ESSED46. E 80ELL' W1.1 F. EIEV. 34 93' _ N MAL F.]_ i V. 341.80' NV 18' S �..? ELEV�349. z, z 362 CURVE ABBREVIATIONS LENGTH TANGENT DELTA FL FLOWUNE POVC POINT ON VERTICAL CURVE 40'58'22' CL CENTERUNE BVC BEGIN VERTICAL CURVE 360 ELEV ELEVATIDN EVC END VERTICAL CURVE 16'36'15' BGR BEGIN CURB RETURN PI POINT OF INTERSECTION 28'31'18' ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE 358 DC BEGIN CURVE POC POINT OF COMPOUND CURVATURE 5216'06' EC END CURVE TC TOP OF CURB 3159'17' PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT 1'29'48' C9 OF VERTICAL CURVE FC FINISH CONCRETE 356 P.O.C. POINT ON CURVE R/W RIGHT-OF-WAY 8456'18' PA PROPERTY LINE A.P. ANGLE POINT 1'46'17" EP. EDGE OF PAVEMENT C/G CURB AND GUTTER CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C1 500.00' 357.56 186.81' 40'58'22' C2 500.00' 75.54' 37.84' 8'39'23' C3 510.00' 147.80' 74.42' 16'36'15' C4 533.00' 265.33' 135.47' 28'31'18' C5 1029' 9.40' 5.06' 5271'52' C6 10.00' 9.12' 4.91' 5216'06' C7 525.00' 293.11' 150.48' 3159'17' CB 525.00' 13.71' 6.86' 1'29'48' C9 25.00' 36.95' 2278' 64'40'26" CIO 25.00' 37.06' 2288' 8456'18' C11 525.00' 16.23' 8.17 1'46'17" C12 10.00' 9.12' 4.91' 5216'08" C13 1000' 9.43' 5.10' 54'0726' C14 477.00' 138.23' 69.60' 16'3695' C15 485.00' 140.55' 70.77' 16'36'15' C16 10.00' 9.27' 5.00' 53'0748' C17 10IT 9.27' 5.00' 53'07'46' C18 475.00' 271.79' 139.73' 324707' C19 467.00' 251.35' 128.80' 305014' C20 10.00' 9.10' 4.89' 52'09'47" C21 10.00 9.44' 5.11' 54'06'35' C22 475.00' 15.00' 7.50' 1'48'34" C23 25.00' 42.05' 27.95' 96'2246' C24 25.00' 4205' 27.95' 952746' C25 475.00' 15.00' 7.50' 1'4834' C26 475.00' 3.88' 1.94' 0'28'03' C27 10.00' 9.34' 5.05' 533732' C28 10.00' 9.26' 4.99' 53'04'29' C29 543.00' 116.46' 5845' 1217'17' C30 535.00' 130.62' 65.64' 13'59'21' G31 10.00' 9.42' 5,09' 535WG7' C32 10.00' SAS 4.91' 521704' C33 10.00' 9.15' 4.92' 52'25'24' C34 10.00' 9.33' 5.03' 53'25'55' C35 535.00' 15.00' 7.50 1'36'23' C36 505,00' 257.13' 131.41' 2910'22" C37 495.00 252.03' 128.81' 291022' C38 505,00' 91.86' 46.06' 1025'19' C39 515.00' 93.68' 46.97' 102519' C40 525.00' 15,29' 7.65' 1'40'06' C41 505,00' 27.33' 13.67' 3'06'027 C42 495.00' 26.79' 1340' 3'06'02' 354 F.O.C. FACE OF CURB PASSAGE AVE. REF. NO. P.A.F.L PARKING AREA FLOW UNE EO.C.ELEV. T.C. ELEV. ® P.C.C.-6" CURB ® FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13 © 352 OO EXISTING SURVEY MONUMENT 35238' LEGEND (CONT.): P.CC.-6" CURB STA 20+93.28.5,DDRT. + FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. ® O CURVE NUMBER FOR CURVE DESCRIPTION 350 + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STM. T-1. ® ITEM OF WORK - SEE SCHEDULE STA 21+20.33, 5.00RT. o FURNISH & INSTALL PRIVATE STREET LIGHT -5800 LUMEN 'LED' FLOWUNE STATION - SEE TABLE 346 351.67 TYPE PER DETAIL "1' ON SHEET 1. ©1 NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT STA 23+77.89, 5.00RT. -�- �- EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PUNS B.C.- 6" CURB STA 23+77.89, 5.00LT. 350.98' 351.48' ® STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT STA 24+3291, 5.GORT. 5, CONSTRUCT I& BOTTOM WIDTH DRIVEWAY W/3' WINGS ® PER CALTRANS STANDARD SPECIFICATION PTH-02ALNYD. 346 `� ' PER C.O.B. SID. ST -4. (UNLESS OTHERWISE NOTED) ® ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 28+75 SECTION DESIGNATION: SECTOR LETTER 20+00 21+00 22+00 23+00 24+00 (STA. 18+50.00 C.L. TO 27+03.13 C.L.) SCALE: 1" = 40' HORIZONTAL 1" = 4' VERTICAL 25+00 26+00 MEDIAN STATIONING TABLE - PEMBERLEY PASSAGE AVE. REF. NO. DESCRIPTION C.L. STATION EO.C.ELEV. T.C. ELEV. ® P.C.C.-6" CURB STA. 19+96.85, 5.00RT. 351.90' 352.40' © P.R.C.-6" CURB STA 19+96.85, &OOLT. 351.88' 35238' ® P.CC.-6" CURB STA 20+93.28.5,DDRT. 351.71' 352.21' ® P.R.C.-6" CURB STA 20+93.28.5.DOILT. 351.69' 352.19- 9 E.C.-6" CURB STA 21+20.33, 5.00RT. 351.64' 352.14' ® E.C.-6" CURB STA 21+20.33, 5.00LT. 351.67 352.17 ©1 B.G-6' CURB STA 23+77.89, 5.00RT. 350.99' 351.49' ® B.C.- 6" CURB STA 23+77.89, 5.00LT. 350.98' 351.48' ® P.R.G-6' CURB STA 24+3291, 5.GORT. 35066' 351.36' ® P.C.C.-6' CURB STA 24+3291, 5.00LT. 350.83' 351.33' ® GRADE BREAK -6' CURB STA 25+09.56' 5.0OLT. 350.63' 351.13' © E.C-6" CURB STA 25+25.68, 5.00RT. 350.64' 351.14' ®7 E.C.-6' CURB STA 25+25.68. S.00LT. 350.73' - ® GRADE BREAK -6' CURB STA 25+49.18, &OORT. n 351.08' ®9 END 6' CURB/MATCH EXIST. STA 27+03.13, 5.00RT. 351.66' 352.18' ® END 6' CURB/MATCH EXIST. STA 27+03.13, 5.00LT. I 352.24' I I 9 e O � M ,n "i a$ K > 4 W > I W 1 N N \ STING D® of OWUNE LLN Q u}i -rY5 1 a N d iO m m SN U _ UN 2�� IJN WN a Z N UZN ¢ S>_1.00x 2 m 05 wmm 1Fjh PROPOS D SOUTH OWLNRE _ _ _ 5=1.02% EKI6TIN SOUTH 5=-0.5% FLONUNE ST PR --_-JIM SED SOU 19+9275, 25.002 .L - STA 20+04.95,L_ .=351.36' BREAK-'-' t~ NOR AL F.L. ELE ST 25+49.18, GL 25,008 . DEP ESSED46. E 80ELL' W1.1 _ N MAL F.]_ i ELEV�349. z, z E . 345.55 I V. 18" W 20+00 21+00 22+00 23+00 24+00 (STA. 18+50.00 C.L. TO 27+03.13 C.L.) SCALE: 1" = 40' HORIZONTAL 1" = 4' VERTICAL 25+00 26+00 MEDIAN STATIONING TABLE - PEMBERLEY PASSAGE AVE. REF. NO. DESCRIPTION C.L. STATION EO.C.ELEV. T.C. ELEV. ® P.C.C.-6" CURB STA. 19+96.85, 5.00RT. 351.90' 352.40' © P.R.C.-6" CURB STA 19+96.85, &OOLT. 351.88' 35238' ® P.CC.-6" CURB STA 20+93.28.5,DDRT. 351.71' 352.21' ® P.R.C.-6" CURB STA 20+93.28.5.DOILT. 351.69' 352.19- 9 E.C.-6" CURB STA 21+20.33, 5.00RT. 351.64' 352.14' ® E.C.-6" CURB STA 21+20.33, 5.00LT. 351.67 352.17 ©1 B.G-6' CURB STA 23+77.89, 5.00RT. 350.99' 351.49' ® B.C.- 6" CURB STA 23+77.89, 5.00LT. 350.98' 351.48' ® P.R.G-6' CURB STA 24+3291, 5.GORT. 35066' 351.36' ® P.C.C.-6' CURB STA 24+3291, 5.00LT. 350.83' 351.33' ® GRADE BREAK -6' CURB STA 25+09.56' 5.0OLT. 350.63' 351.13' © E.C-6" CURB STA 25+25.68, 5.00RT. 350.64' 351.14' ®7 E.C.-6' CURB STA 25+25.68. S.00LT. 350.73' 351.23' ® GRADE BREAK -6' CURB STA 25+49.18, &OORT. 350.58' 351.08' ®9 END 6' CURB/MATCH EXIST. STA 27+03.13, 5.00RT. 351.66' 352.18' ® END 6' CURB/MATCH EXIST. STA 27+03.13, 5.00LT. 351.74' 352.24' 362 � A 360 ' SHEET YMERE SECTION IS 9101008 ED NOTES: 358 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN PLANS AND DETAILS. 356 Know what'sbelow. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 0.40' AGGREGATE BASE OVER 0.50' COMPACTED O.G. Call before you dig. BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. 354 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 352 RI -1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: i 1N-1' - STOP '003-3" - SIGNAL AHEAD 'RI -2" - YIELD 'W11-2" - PEDESTRIAN CROSSING 350 'R6-1' - ONE WAY-W31(CA)' - END 'R5-1' - DO NOT ENTER 'W14-1' - DEAD END cyg/ 'R26(CA)' - NO PARKING ANYTIME 'W14-2' - NO OUTLET T "(, 923 -Sr - RIGHT NINA ONLY 'WI6-7P' - ARROW 346 p. Mc% 'R4-7' - KEEP RIGHT '002-6" - ROUNDABOUT AHEAD 'ENR(CA)" - BIKE LANE 'WI -1" - CURVE ARROW 13STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS 346 FGu.� �' 27 00 2]}j0 W� ® STORM DRAIN MANHOLE - Iav iF ;, REFER TO SEWER &STORM DRAIN PUNS Iv"\/ CONSTRUCT TYPE 'A' CATCH BASIN WITH 3.5' OPENING PER CONSTRUCTION NOTES: '" C.D.B. STD. D-14, UNLESS NOTED OTHERWISE. " CONSTRUCT TYPE 'A' CATCH BASIN WITH 3.5' OPENING PER 10 CONSTRUCT TYPE "B" CURB &GUTTER PER C.O.B. STD ST -1 ® C.O.B. STD. D-14 WITHOUT WINGS, UNLESS NOTED OTHERWISE 2 CONSTRUCT 5' DETACHED STANDARD TYPE SIDEWALK PER C.O.B. STD ST -3 s SEWER - REFER TO SEWER & STORM DRAIN PLANS 3 INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PUNS ®CONSTRUCT HANDICAP RAMP PER CALTRANS 2010 REVISED STANDARD PLAN R.S.P. A88A-CASE A OR F - DETAIL '6" ON SHEET 4. p SEWER CLEANGUT - REFER TO SEWER & STORM DRAIN PLANS O CONSTRUCT 6" CONCRETE CURB WITH 12" TOTAL CURB HEIGHT �.. �..�..� TRACT BOUNDARY AND 6" REVEAL PER DETAIL "2" ON SHEET 4. UNIT BOUNDARY © PARKING AREA 6" THICK CONCRETE- SEE DETAIL "5" ON SHEET 4. ,,,.,,, UNITCONBOUNDARY LIMITS OINSTALL W31(CA) SIGN WITH OM4-3 MARKER AT UNIT BOUNDARY OF vm PARKING AREA - SEE CONSTRUCTION NOTE 6. TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED AT THE SAME TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. ® CONSTRUCT TYPICAL STREET CORNER - SEE DETAIL "3" ON SHEET 4. _ /9\ CONSTRUCT TYPICAL STREET BULGE - SEE DETAIL "4" ON SHEET 4. 10 CONSTRUCT TYPE "M"-10" REVEAL MEDIAN CURB PER C.O.B. STD. ST -2. 11 DEMOLISH EXISTING TEMP TURNAROUND IF CONSTRUCTED CITY RECORDS NO: f) E 0 u® 2 i ail •� 4 BEGIN UCTI B.C.-MATCH EXISTING C&G F.L STA 11+3&15 OL 16.02 LT. STA rNr11+3239 F.L rR1r J//f ,r�`J J V J a U F 14 g + 61:;_ USI r f � ��IIr X/ al 4Vl '%o 117 IERSECTION 13+03.76 C.L. HIGHGATE GREENS DRIVE 20+44.79 C.L. PEMBERLEY PASSAGE AVE 5� PA N CURVE RADIUS LENGTH PEMBERLEY PASSAGE AVENUE SEE SHEET 3 CI I U1\1IT i 49'01'38" I I / 500.00' I 34.73' i I C3 tl i 21.48' 2415'04' C4 325.00' 77.28' 3&82' 1 C5 ■ n z 11 ^ Fj 20 N 42.05' I IN I 0 200.00' s i I 1610'04" 0 N ULL DO 13.58' 6.80' 3'53'30' C9 80.00' 21.71' i IILLN 15'3253' C10 100.00' 27.95' i i 16W'52' L06 m i 13'34'46' UIrLL ILL EDN r•]O PS + 845618' C13 25.00' 4205' 27.95' %2246' CI 2%.00' 65.24' 3275' 12'40'15' O1 CONSTRUCT 18• BOTTOM WDTH DRIVEWAY W/3' WINGS UNIT BOUNDARY 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS 358 O7 cj<;5 �^ / / / SIDEWALK CROSS SECTION MM mmm ,N a 2%a (hov 2G -dd DRAIN ci0 5� z 356 M CONSTRUCT TYPICAL STREET CORNER - SEE DETAIL "3" ON SHEET 4. PA N mm EM �f� E 19 J ' 11{) I III III / UNIT 1 T V N b 1 FUTURE BACK OF WALK FUTURE CURB & GUTTER �. 24' DRAIN EUNRE_r SEINER 1' SWALE WITH CMP RISER FOR DRAINAGE SEE SEWER AND STORM DRAIN PLANS FOR DETAILS RE CURB & GUTTER 2 TP/LR I ro g u • LFUTURE BACK OF WALK Q LL 0 o JJ oNa r i ow BLOCK WALL PER �r SEPARATE PLANS I BLOCK WALL U4 I7 + IaJ'. LL m O PER SEPARATE PLAN N Ii I n 21 21 5 d 6mm m�� j i lr1NN �+ EV. C.-C&G F.L STA 11+6250 C.L 2208 RT. r STA 11+65.27 F.L HIGHGATE GREENS DRIVE �-- (PRIVATE STREET) (STA. 11+32.82 C.L. TO 14+76.17 C.L.) SCALE: 1" = 40' HORIZONTAL CURVE RADIUS LENGTH PEMBERLEY PASSAGE AVENUE SEE SHEET 3 CI I U1\1IT i 49'01'38" I I / 500.00' I 34.73' i I C3 tl i 21.48' 2415'04' C4 325.00' 77.28' 3&82' 1 C5 ■ n S 11 ^ Fj 20 N 42.05' I IN I 0 200.00' s i I 1610'04" 0 N ULL DO 13.58' 6.80' 3'53'30' C9 80.00' 21.71' i IILLN 15'3253' C10 100.00' 27.95' i i 16W'52' �J Jom 275.00 ci i 13'34'46' UIrLL ILL EDN r•]O 37.06' 22.88' 845618' C13 25.00' 4205' 27.95' %2246' CI 2%.00' 65.24' 3275' 12'40'15' O1 CONSTRUCT 18• BOTTOM WDTH DRIVEWAY W/3' WINGS UNIT BOUNDARY 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS 358 O7 cj<;5 �^ / / / SIDEWALK CROSS SECTION MM mmm ,N a 2%a (hov ,PA -dd DRAIN ci0 mm EM �f� E 19 J ' 11{) I III III / UNIT 1 T V N b 1 FUTURE BACK OF WALK FUTURE CURB & GUTTER �. 24' DRAIN EUNRE_r SEINER 1' SWALE WITH CMP RISER FOR DRAINAGE SEE SEWER AND STORM DRAIN PLANS FOR DETAILS RE CURB & GUTTER 2 TP/LR I ro g u • LFUTURE BACK OF WALK Q LL 0 o JJ oNa r i ow BLOCK WALL PER �r SEPARATE PLANS I BLOCK WALL U4 I7 + IaJ'. LL m O PER SEPARATE PLAN N Ii I n 21 21 5 d 6mm m�� j i lr1NN �+ EV. C.-C&G F.L STA 11+6250 C.L 2208 RT. r STA 11+65.27 F.L HIGHGATE GREENS DRIVE �-- (PRIVATE STREET) (STA. 11+32.82 C.L. TO 14+76.17 C.L.) SCALE: 1" = 40' HORIZONTAL 364 q7 362 360 358 356 354 352 350 348 346 10+50 11+00 364 362 360 358 356 354 352 350 348 346 10+50 11+00 12+00 13+00 14+00 1 b+UU CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA CI 300.00' 256.71' 136.80' 49'01'38" Wz 500.00' 69.36' 34.73' 756'52" C3 100.00' 42.33' 21.48' 2415'04' C4 325.00' 77.28' 3&82' 13'3725 C5 ■ n 36.95' M ^ C6 25.00' 42.05' I IN I C7 200.00' 56.44' 2&41' 1610'04" C8 200.00' 13.58' 6.80' 3'53'30' C9 80.00' 21.71' i IILLN 15'3253' C10 100.00' 27.95' 14.07' 16W'52' C11 275.00 65.18' 32.74' 13'34'46' C12 25.00 37.06' 22.88' 845618' C13 25.00' 4205' 27.95' %2246' CI 2%.00' 65.24' 3275' 12'40'15' O1 CONSTRUCT 18• BOTTOM WDTH DRIVEWAY W/3' WINGS UNIT BOUNDARY 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS 358 O7 INSTALL W31(CA) SIGN WITH OM4-3 MARKER AT UNIT BOUNDARY OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED AT THE SAME TIME. before you / / / SIDEWALK CROSS SECTION co ,N a 2%a REMOVE AND SALVAGE SIGN 'NTH CONSTRUCTION OF ADJACENT PHASE. / CENTERLINE STORM DRAIN W 6' WING z 356 M CONSTRUCT TYPICAL STREET CORNER - SEE DETAIL "3" ON SHEET 4. � a OCL TYPICAL STREET BULGE - SEE DETAIL "4" ON SHEET 4. 1 mo I: ■ n j� ,n LL: '"{' EXISRN GROUND ♦ w 'M"-10" IED w IL ,� M LOCATION AT CURB RETURN i w 90' RIGHT OF WAY 354 10 CONSTRUCT TYPE REVEAL MEDIAN CURB PER C.O.B. STD. ST -2. P °,po -°� `' ' 6" CONCRETE CURB O DEMOLISH EXISTING TEMP TURNAROUND IF CONSTRUCTED PROPO ED BOOR! N.T.S. N o 352 � SEEDETAIL"2" a LEGEND (CONT): / v m 350 LEGEND: LEGEND (CONT): R1-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19:0CURVE "R7-1' 'W3-3"- NUMBER FOR CURVE DESCRIPTION - 12'-20' 0'-8'79�2 ' 10' LANDSCAPE 20' mw rc ■ate 'viy W �d w U M m - PEDESTRIAN GROSSING I$ ITEM OF WORK -SEE SCHEDULE q - _-- wr --m - Me, - -- _.-- -- I 2" 0.50 TYPE A" CONC. EIFV ELEVATION EVC END VERTICAL E%ISB = " I U W f YR26(CA)° - NO PARKING ANYTIME lj F NOTE: U I 7'-15' S' ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE"R3-55RR'"` 5=0.25% 'WIB-7P" - ARROW "W2-6" ■ ED FLOWU I w j5 m N BC BEGIN CURVE POC POINT OF COMPOUND CURVATURE -- - ROUNDABOUT AHEAD 'WI c� m m a cj m CURVE TC TOP OF CURB 1R81(CA)' - BIKE LANE -1' CURVE ARROW PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD 0.50' COMPACTED O.G. ^o END 0 SIDE- w w s1DE_ TO 95% RELATIVE DENSITY WICK - y LANDSCAPE WAIX N LANDSCAPE U 3 w AREA IX NG w m a 2% AREA U a 2%MIN.- S n I''" �% I MAX. DETAIL "5" T BOWLINE o i i } d' P 5 BO'M1NEI I.i 3 4R MAX $ 3 4% MAX w w m & 5 I PARKING AREA FLOWLINE o r - z y ■ O PROPOSED AST BWAJ E i a i P a ! W OSED T LOWLIN m y S I n FUN WEST B NE i SIDEWALK D.20' A.0 PAVING N.T.S. OPOSED EA 6" CONCRETE Wl' U BASE 6" OG COMP. TO 95% ■ } �r- 1 _ 0 95% REL. DENSITY. m �x m o I g 364 q7 362 360 358 356 354 352 350 348 346 10+50 11+00 364 362 360 358 356 354 352 350 348 346 10+50 11+00 12+00 13+00 14+00 1 b+UU CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA CI 300.00' 256.71' 136.80' 49'01'38" C2 500.00' 69.36' 34.73' 756'52" C3 100.00' 42.33' 21.48' 2415'04' C4 325.00' 77.28' 3&82' 13'3725 C5 25.00' 36.95' 22.78' 84'40'25' C6 25.00' 42.05' 27.95 962246' C7 200.00' 56.44' 2&41' 1610'04" C8 200.00' 13.58' 6.80' 3'53'30' C9 80.00' 21.71' 10.92' 15'3253' C10 100.00' 27.95' 14.07' 16W'52' C11 275.00 65.18' 32.74' 13'34'46' C12 25.00 37.06' 22.88' 845618' C13 25.00' 4205' 27.95' %2246' CI 2%.00' 65.24' 3275' 12'40'15' EXPANSION JOINT AT SIDEWALKS CONCRETE WALK, r_ ti" WHERE OCCURS N FINISH GRADE ODNNC IML N _ CLASS 'B" CONCRETE (5 SACK) X96- a9a- 'oy EXPANSION JOINTS EA. 30' WEAKENED PLANE JTS. EA. 15 POUR ON COMPACTED SUB(iRADE � g t--�i DETAIL "2" 6" CONCRETE CURB N.T.S. SHEET) DETAIL "3" TYPICAL CORNER N.T.S. 2' 5 LOT SIDE 5' SID ± AU(/ -PA «� � P.A.F.L. PEMBERLEY PASSAGE DETAIL "4" TYPICAL BULGE N.T.S. 0 TO BE THE - �- LANDSCAPE .5' 5' N SCAPE w. WAIL AREA AISLE MEDIAN DRIVE AISLE FC MA�Y- & a MAJ(,, m w z POINT ON CURVE z_ LANDSCAPE N, y STA 12+51.14, &OORT. � AREA I N. yll E CUR A.P. I AX. PROPOSED w 1�A%• ti EP EDGE OF PAVEMENT C/G oM •;._„_� _ ;~ra , r ;`' PROPOSED SIDEWALK STREET SECTION / B.C.-5 CURB 0.20A.G PAWING 2 ®2%BEHIND '• 040 AGG. BASE BACK OF WALK SCALE:1"=10'4 0.50' COMPACTED A. C. PAVING FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. o ®95% REL. DENS/TY. AND 6 REVEAL PER DETAIL "2" ON SHEET 4. "5" WASP EXHIBIT 4-19.2 M M N TI=4.5 R=59 CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. 2, LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. © PARKING AREA 6" THICK CONCRETE- SEE DETAIL ON SHEET 4. what's ©� / OVER 0.40' AGGREGATE BASE OVER 0.50' SEE STREET ¢ EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS . TRACT BOUNDARY BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. ~ O1 CONSTRUCT 18• BOTTOM WDTH DRIVEWAY W/3' WINGS UNIT BOUNDARY 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS 358 O7 INSTALL W31(CA) SIGN WITH OM4-3 MARKER AT UNIT BOUNDARY OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED AT THE SAME TIME. before you / / / SIDEWALK CROSS SECTION co a 2%a REMOVE AND SALVAGE SIGN 'NTH CONSTRUCTION OF ADJACENT PHASE. / CENTERLINE STORM DRAIN W 6' WING z 356 M CONSTRUCT TYPICAL STREET CORNER - SEE DETAIL "3" ON SHEET 4. � a OCL TYPICAL STREET BULGE - SEE DETAIL "4" ON SHEET 4. 1 O 2 W 'M"-10" IL BASIN LOCATION AT CURB RETURN o 90' RIGHT OF WAY 354 10 CONSTRUCT TYPE REVEAL MEDIAN CURB PER C.O.B. STD. ST -2. P °,po -°� `' ' 6" CONCRETE CURB O DEMOLISH EXISTING TEMP TURNAROUND IF CONSTRUCTED N.T.S. N o 352 � SEEDETAIL"2" a LEGEND (CONT): / v m 350 LEGEND: LEGEND (CONT): R1-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19:0CURVE "R7-1' 'W3-3"- NUMBER FOR CURVE DESCRIPTION - 12'-20' 0'-8'79�2 ' 10' LANDSCAPE 20' O•-8' 12'-20' (n W w U M m - PEDESTRIAN GROSSING ® ITEM OF WORK -SEE SCHEDULE q ' �j Z I- PARKING S3 m LL g MEDIAN DRIVE AISLE w PARKING I 2" 0.50 TYPE A" CONC. EIFV ELEVATION EVC END VERTICAL E%ISB = " I U I I 7 15 min YR26(CA)° - NO PARKING ANYTIME v I NOTE: vt rcr 7'-15' S' ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE"R3-55RR'"` a 'WIB-7P" - ARROW "W2-6" i ED FLOWU I w BC BEGIN CURVE POC POINT OF COMPOUND CURVATURE -- - ROUNDABOUT AHEAD 'WI STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT v 346EC CURVE TC TOP OF CURB 1R81(CA)' - BIKE LANE -1' CURVE ARROW PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD 0.50' COMPACTED O.G. ^o END 0 SIDE- w w s1DE_ TO 95% RELATIVE DENSITY WICK - y LANDSCAPE WAIX N LANDSCAPE U 3 w AREA 1 z% w m a 2% AREA U a 2%MIN.- S n I''" �% I MAX. DETAIL "5" Y Q 5 MAX. 2% I.i 3 4R MAX $ 3 4% MAX w w m & 5 I PARKING AREA FLOWLINE ��"I PROPOSED AST BWAJ E c . _� x-1.7 �ROWSEK m y S -0.528 SIDEWALK D.20' A.0 PAVING N.T.S. OPOSED EA 6" CONCRETE Wl' 0.40' AGG. BASE 6" OG COMP. TO 95% ■ } 0.50 COMPACTED SUBGRAD£ 1 _ 0 95% REL. DENSITY. m �x m o I g i � w w M j STREET SECTION I :. FU EAST B YA1NE N o s a NOTES: PRIVATE STREET) (PRIVATE STREET) M ■r AT TRANSITIONS AT $ ' � � � > A"sem IS WISP EXHIBIT 4-19.1 1. AS SITE CONDITIONS DICTATE, CASE A THROUGH 7. THE ADJACENT SURFACES �I I� 4.5 R = 59 P 5 � CASE G CURB RAMPS MAY USED FOR CORNER CURB RAMPS TO WALKS, GUTTERS, AND STREETS INSTALLATIONS SIMILAR TO OSE SHOWN IN DETAIL SHALL BE AT THE SAME LEVEL THOSE TH A AND B. THE CASE OF CURB RAMPS USED IN � SAME CASE A B COUNTER SLOPES OF ADJOINING GUTTERS AND Ei`P 364 DETAIL A DO NOT HAVE GUTTER THROUGH CASE G CURB RAMPS ALSO MAY BE USED ROAD SURFACES IMMEDIATELY ADJACENT TO AND OWL TOP OF RAMP\ 4'-2' MIN AT MID BLOCK LOCATIONS, AS SITE CONDITIONS WITHIN 24 INCHES OF THE CURB RAMP SHALL NOT 362 ROUNDED \ -'* DICTATE. EXCEED 1" OF DEPTH FOR EACH 2'-0" OF WIDTH. w a 1.5R MAX �� 2. IF DISTANCE FROM CURB TO BACK OF SIDEWALK 9. CURB RAMPS SHALL HAVE A DETECTABLE 7.5% MAX IS TOO SHORT TO ACCOMMODATE RAMP AND 4'-2' WARNING SURFACE THAT EXTENDS THE FULL WIDTH PLATFORM (LANDING) AS SHOWN IN CASE A. THE AND 3' DEEP STARTING FROM THE BACK OF THE 360 A SEE NOTE 8 SECTION A -A SIDEWALK MAY BE DEPRESSED LONGITUDINALLY AS IN CURB. A 4'-0' WIDE DETECTABLE WARNING CASE B, OR C OR MAY BE WIDENED AS IN CASE D. SURFACE MAY BE USED ON A 4'-2" WIDE CURB m SIDEWALK 15% RAMP. DETECTABLE WARNING SURFACES SHALL 358AX 3. WHEN RAMP IS LOCATED IN CENTER OF CURB CONFORM TO THE REQUIREMENTS IN THE STANDARD ° z hex FRONT EDGE RETURN, CROSSWALK CONFIGURATION MUST BE SPECIFICATIONS. OF SIDEWALK SIMILAR TO THAT SHOWN FOR DETAIL B. 356 0 a O 10. SIDEWALK AND RAMP THICKNESS, 'Y, SHALL BE 0 4. AS SITE CONDITIONS DICTATE, THE RETAINING 3.5' MINIMUM. 6" 1.67" TO 2.3 ' QO QO QO `v CURB SIDE AND THE FLARED SIDE OF THE CASE G TIP 0.45"_ RAMP SHALL BE CONSTRUCTED IN REVERSED CENTER TO TOP DIA 11 UTILITY PULL BOXES, MANHOLES, VAULTS AND ALL 354 SSSo� ITER 0 0 0 1' POSITION' OTHER UTILITY FACILITIES WITHIN THE BOUNDARIES OF z "' RETAINING SPACING O,g^ THE CURB RAMP WILL BE RELOCATED OR ADJUSTED oS"aBB°" CURB (BOTH RAISED TRUNCATED BASE DIA 5. IF LOCATED ON A CURVE, THE SIDES OF THE TO GRADE BY THE OWNER PRIOR TO, OR IN ao sa°� SIDES F O RAMP NEED NOT BE PARALLEL, BUT THE MINIMUM CONJUNCTION WITH, CURB RAMP CONSTRUCTION. o 352 °Doss RAMP) DOME PATTERN (IN-LINE) O WIDTH OF THE RAMP SHALL BE 4'-2". DETECTABLE WARNING SURFACE 12 DETECTABLE WARNING SURFACES MAY HAVE TO > "4-2 MINai RAISED TRUNCATED DOME 6. SIDE SLOPE OF RAMP FLARES VARY UNIFORMLY BE CUT TO ALLOW REMOVAL OF UTILITY COVERS SFE NOTE 9 (SEE NOTE 10) FROM A MAXIMUM OF 9% AT CURB TO CONFORM WILE MAINTAINING FULL DETECTABLE WARNING WIDTH 350WITH LONGITUDINAL SIDEWALK SLOPE ADJACENT TO AND DEPTH. CURB RAMP -DETAIL 6TOP OF THE RAMP, EXCEPT IN CASE C AND CASE F. "" 348 CASE F IN ACCORDANCE WITH CALTRANS REVISED JULY 2016 STD. A88A SCALE: NONE 8' NTNG W/2 346 CONSTRUCTION NOTES: CENTERUNE STORM DRAIN 15+75 1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 U CONSTRUCT 5' DETACHED STANDARD TYPE SIDEWALK PER C.O.B. STD ST -3, UP CURB 3 o 64 AND GUTTER - - �- LANDSCAPE .5' 5' N SCAPE w. WAIL AREA AISLE MEDIAN DRIVE AISLE FC MA�Y- & a MAJ(,, 3.5' 1 w z POINT ON CURVE z_ LANDSCAPE N, y STA 12+51.14, &OORT. � AREA I N. yll E CUR A.P. I AX. 3.4% MAX. w 1�A%• �`AX. .SAX EP EDGE OF PAVEMENT C/G CURB AND GUTTER •;._„_� _ ;~ra , r ;`' PROPOSED SIDEWALK STREET SECTION / B.C.-5 CURB 0.20A.G PAWING 2 ®2%BEHIND '• 040 AGG. BASE BACK OF WALK SCALE:1"=10'4 0.50' COMPACTED SUBGRADE FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. STREET (PRIVATE ) ®95% REL. DENS/TY. AND 6 REVEAL PER DETAIL "2" ON SHEET 4. "5" WASP EXHIBIT 4-19.2 - o- TI=4.5 R=59 CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. 2, LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. © PARKING AREA 6" THICK CONCRETE- SEE DETAIL ON SHEET 4. what's ©� / OVER 0.40' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO -o- EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS . TRACT BOUNDARY BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. W Call dig. CONSTRUCT 18• BOTTOM WDTH DRIVEWAY W/3' WINGS UNIT BOUNDARY 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS 358 O7 INSTALL W31(CA) SIGN WITH OM4-3 MARKER AT UNIT BOUNDARY OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED AT THE SAME TIME. before you / / / SIDEWALK co REMOVE AND SALVAGE SIGN 'NTH CONSTRUCTION OF ADJACENT PHASE. / CENTERLINE STORM DRAIN W 6' WING z 356 M CONSTRUCT TYPICAL STREET CORNER - SEE DETAIL "3" ON SHEET 4. � a OCL TYPICAL STREET BULGE - SEE DETAIL "4" ON SHEET 4. 1 T -H CL 'M"-10" TYPICAL CATCH BASIN LOCATION AT CURB RETURN o o a 354 10 CONSTRUCT TYPE REVEAL MEDIAN CURB PER C.O.B. STD. ST -2. ��1 11 DEMOLISH EXISTING TEMP TURNAROUND IF CONSTRUCTED N.T.S. N o 352 LEGEND (CONT): / v m 350 LEGEND: LEGEND (CONT): R1-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19:0CURVE "R7-1' 'W3-3"- NUMBER FOR CURVE DESCRIPTION - LL. a ABBREWARONS n SIGNAL AHEAD "WI1-2" (n W B BOW INE POVC POINT ON VERTICAL CURVE 'Rt Y -YIELD - PEDESTRIAN GROSSING ® ITEM OF WORK -SEE SCHEDULE q ' �j Z I- e w S3 m LL g "A31(CA)' END "W14-1" - DEAD END Q w i i " 34.E EIFV ELEVATION EVC END VERTICAL E%ISB G GROUND " I U "1 min YR26(CA)° - NO PARKING ANYTIME v I NOTE: vt rcr 61 ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE"R3-55RR'"` a 'WIB-7P" - ARROW "W2-6" i ED FLOWU I w BC BEGIN CURVE POC POINT OF COMPOUND CURVATURE -- - ROUNDABOUT AHEAD 'WI STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT v 346EC CURVE TC TOP OF CURB 1R81(CA)' - BIKE LANE -1' CURVE ARROW PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD END 0 - U 5=0.28 I.i vii $ d w I AST BWAJ E x-1.7 -1.008 m y S -0.528 OPOSED EA ■ } _ _ m �x m o I i � w w M j I :. FU EAST B YA1NE N o I a M ■r � � A"sem IS �I I� � I PROPOSED SIDEWALK 2' 0 2% BEHIND BACK OF WALK 12+00 13+00 14+00 (STA. 11+32.82 C.L. TO 14+76.17 C.L.) SCALE: 1" =,40' HORIZONTAL 1" = 4 VERTICAL P/L 85' RIGHT OF WAY 3 ® SIDE- LANDSCAPE .5' 5' N SCAPE 22.5' WAIL AREA AISLE MEDIAN DRIVE AISLE FC MA�Y- & 353.74' MAJ(,, 3.5' 1 I PROPOSED SIDEWALK 2' 0 2% BEHIND BACK OF WALK 12+00 13+00 14+00 (STA. 11+32.82 C.L. TO 14+76.17 C.L.) SCALE: 1" =,40' HORIZONTAL 1" = 4 VERTICAL P/L 85' RIGHT OF WAY 3 ® INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. CONSTRUCT HANDICAP RAMP PER CALTRANS 2010 REVISED "6" i ® .5' 5' N SCAPE 22.5' ANDFLOGLUTLINE CURB ANO GUTTER 17.5' AISLE MEDIAN DRIVE AISLE FC 1 353.74' 02 3.5' 1 w z POINT ON CURVE z_ LANDSCAPE WADLK y STA 12+51.14, &OORT. � AREA I N. yll 2% MIN.-%. A.P. I AX. 3.4% MAX. w 1�A%• �`AX. .SAX EP EDGE OF PAVEMENT C/G CURB AND GUTTER •;._„_� _ ;~ra , r ;`' PROPOSED SIDEWALK STREET SECTION / B.C.-5 CURB 0.20A.G PAWING 2 ®2%BEHIND '• 040 AGG. BASE BACK OF WALK SCALE:1"=10'4 0.50' COMPACTED SUBGRADE FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. STREET (PRIVATE ) ®95% REL. DENS/TY. AND 6 REVEAL PER DETAIL "2" ON SHEET 4. "5" WASP EXHIBIT 4-19.2 - o- TI=4.5 R=59 CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. 2, LOCAL STREETS - PAVEMENT TO BE 0.20' 1b+UU LW 3 ® INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. CONSTRUCT HANDICAP RAMP PER CALTRANS 2010 REVISED "6" i ® --- o STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC "fW DESCRIPTION ANDFLOGLUTLINE CURB ANO GUTTER F.O.C. ELEV. T.C. ELEV. OF VERTICAL CURVE FC FINISH CONCRETE 353.74' 02 P.R.C.-6" CURB P.O.C. POINT ON CURVE R/W RIGHT-OF-WAY ® STORM DRAIN MANHOLE - SECRON DESIGNATION: STA 12+51.14, &OORT. 35216' 35266' PA PROPERTY UNE A.P. ANGLE POINT REFER TO SEWER & STORM DRAIN PLANS= IEliet = 362 EC -6" CURB STANDARD PLAN R.S.P. A88A-CASE A OR F - DETAIL ON SHEET 4. EP EDGE OF PAVEMENT C/G CURB AND GUTTER STA 13+61.54, 2.50LT. 351.49' 351.99' 7❑ B.C.-5 CURB OCONSTRUCT 6" CONCRETE CURB WITH 12" TOTAL CURB HEIGHT '• ® B.C.R. LANDSCAPE 351.22' 351.72' FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. 360 SEWER MANHOLE -REFER SEWER &STORM DRAIN PLANS. AND 6 REVEAL PER DETAIL "2" ON SHEET 4. "5" Know below. - o- FURNISH & INSTALL PRIVATE STREET UMT-5800 LUMEN "LID'SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. 2, LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. © PARKING AREA 6" THICK CONCRETE- SEE DETAIL ON SHEET 4. what's ©� / OVER 0.40' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO -o- EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS . TRACT BOUNDARY BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. W Call dig. CONSTRUCT 18• BOTTOM WDTH DRIVEWAY W/3' WINGS UNIT BOUNDARY 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS 358 O7 INSTALL W31(CA) SIGN WITH OM4-3 MARKER AT UNIT BOUNDARY OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED AT THE SAME TIME. before you / / / SIDEWALK co REMOVE AND SALVAGE SIGN 'NTH CONSTRUCTION OF ADJACENT PHASE. / CENTERLINE STORM DRAIN W 6' WING z 356 8 CONSTRUCT TYPICAL STREET CORNER - SEE DETAIL "3" ON SHEET 4. � OCL TYPICAL STREET BULGE - SEE DETAIL "4" ON SHEET 4. T -H CL 'M"-10" TYPICAL CATCH BASIN LOCATION AT CURB RETURN o o a 354 10 CONSTRUCT TYPE REVEAL MEDIAN CURB PER C.O.B. STD. ST -2. ��1 11 DEMOLISH EXISTING TEMP TURNAROUND IF CONSTRUCTED N.T.S. N o 352 LEGEND (CONT): / v m 350 LEGEND: LEGEND (CONT): R1-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19:0CURVE "R7-1' 'W3-3"- NUMBER FOR CURVE DESCRIPTION - LL. a ABBREWARONS �- - STOP SIGNAL AHEAD "WI1-2" (n W B BOW INE POVC POINT ON VERTICAL CURVE 'Rt Y -YIELD - PEDESTRIAN GROSSING ® ITEM OF WORK -SEE SCHEDULE q ' �j Z I- CL CENTERUNE BVC BEGIN VERTICAL CURVE CL CURVE 'R6-1" - ONE WAY 'R5-1' DO NOT ENTER "A31(CA)' END "W14-1" - DEAD END Q BOWUNE STATION - SEE TABLE r '' O c Q Q 34.E EIFV ELEVATION EVC END VERTICAL 'WI4-2' C _ U "1 BCR BEGIN CURB RETURN PI POINT OF INTERSECTION YR26(CA)° - NO PARKING ANYTIME NO OUTLET NOTE: ' 'i �i ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE"R3-55RR'"` - RIGHT TURN ONLY "R4-7' 'WIB-7P" - ARROW "W2-6" SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMAN T,I 2 BC BEGIN CURVE POC POINT OF COMPOUND CURVATURE - KEEP RIGHT - ROUNDABOUT AHEAD 'WI STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT v 346EC CURVE TC TOP OF CURB 1R81(CA)' - BIKE LANE -1' CURVE ARROW PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD END 15+75 PIVC C� POINT OF INTERSECTION TP TOP OF PAVEMENT --- o STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC "fW DESCRIPTION C.L STATION F.O.C. ELEV. T.C. ELEV. OF VERTICAL CURVE FC FINISH CONCRETE 353.74' 02 P.R.C.-6" CURB P.O.C. POINT ON CURVE R/W RIGHT-OF-WAY ® STORM DRAIN MANHOLE - SECRON DESIGNATION: STA 12+51.14, &OORT. 35216' 35266' PA PROPERTY UNE A.P. ANGLE POINT REFER TO SEWER & STORM DRAIN PLANS= IEliet = ® EC -6" CURB 13 EP EDGE OF PAVEMENT C/G CURB AND GUTTER STA 13+61.54, 2.50LT. 351.49' 351.99' 7❑ MEDIAN STATIONING TABLE - HIGHGATE GREENS DRIVE REF. NO. DESCRIPTION C.L STATION F.O.C. ELEV. T.C. ELEV. 1� P.R.C.-6" CURB STA 11+84.80, 5.00RT. 353.24' 353.74' 02 P.R.C.-6" CURB STA 11+84.80. 500LT. 353.30' 35238' ® P.R.C.-6" CURB STA 12+51.14, &OORT. 35216' 35266' ® P.C.C.-6" CURB STA 12+51.14. 5.00T. 35217' 352.67' ® EC -6" CURB STA /3+61.54, 250RT. 351.49' 351.99' © EC. -6' CURB STA 13+61.54, 2.50LT. 351.49' 351.99' 7❑ B.C.-5 CURB STA 14+28.70, 25OLT. 351.25 351.75 ® B.C.-6° CURB STA 14+28.70, 25D.T. 351.22' 351.72' F.O.C. COB LIMITS V FACE OF CURB CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER A m P.AFL PARKING AREA BOW UNE C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 2 ® FURNISH & INSTALL SURVEY MONUMENT PER C.C.B. STD. ST -13. ® CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER SLEET WERE SECTIO IS 9HOTO C.O.B. STD. D-14 WITHOUT WINGS, UNLESS NOTED OTHERWISE. . -- - - ---- - -• 4 0.o EXISTING SURVEY MONUMENT + FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. -.-S- SEWER - REFER TO SEWER & STORM DRAIN PLANS NOTES: NOTES: 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. ® SEWER MANHOLE -REFER SEWER &STORM DRAIN PLANS. PLANS AND DETAILS. - o- FURNISH & INSTALL PRIVATE STREET UMT-5800 LUMEN "LID'SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. 2, LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. TYPE PER DETAIL °1' ON SHEET 1. ©� OVER 0.40' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO -o- EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS . TRACT BOUNDARY BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. W ' CONSTRUCT 18• BOTTOM WDTH DRIVEWAY W/3' WINGS UNIT BOUNDARY 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS STD ST -4 (UNLESS OTHERWISE NOTED) W i PER CONSTRUCTION ® PARKING AREA - SEE CONSTRUCTION NOTE 6. PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 1 + CITY RECORDS NO: