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HomeMy WebLinkAbout1.1-7255 RevA.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 UST OF AGGREGATE AND ASPHALT SOURCES. B. DOCUMENTATION VERIFYING THAT THE AGGREGATES TO BE INCORPORATED IN THE WORK CONFORM TO THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MATERIAL SIEVE ANALYSIS AND SAND EQUIVALENT TEST RESULTS SHOULD NOT BE OLDER THAN SIX (6) MONTHS. ALL OTHER TEST RESULTS SHOULD NOT BE OLDER THAN ONE (1) YEAR. C. AN ASPHALT CONCRETE MIX DESIGN DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 367. LABORATORY TEST RESULTS ON WHICH THE DESIGN IS BASED SHALL BE SUBMITTED WITH THE MIX DESIGN ALONG WITH THE THEORETICAL MAXIMUM DENSITY OF THE DESIGN MIXTURE AS DETERMINED BY ASTM D2041. THE ASPHALT CONCRETE MIX SHALL MEET THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. IF THE DATA SUBMITTED SHOWS THAT THE MATERIALS ARE SUBSTANTIALLY THE SAME AS WHEN THE DESIGN WAS PREPARED, THE DESIGN MAY BE UP TO THREE (3) YEARS OLD. THE DEVELOPER SHALL BEAR ALL COSTS ASSOCIATED WITH THE ASPHALT CONCRETE MIX DESIGN. WHERE NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM TO EXISTING PAVED SURFACES, THE EXISTING PAVEMENT SHALL BE SAW CUT. A PRIME COAT WILL NOT BE REQUIRED ON NON -PAVED AREAS TO BE SURFACED PRIOR TO THE PLACEMENT OF ASPHALT HOWEVER, ALL OTHER REQUIREMENTS OF SECTION 39-4.01, "SUBGRADE," OF THE STANDARD SPECIFICATIONS SHALL BE MET. THE AREA TO WHICH PAINT BINDER HAS BEEN APPLIED SHALL BE CLOSED TO PUBLIC TRAFFIC. CARE SHALL BE TAKEN TO AVOID TRACKING BINDER MATERIAL ONTO THE EXISTING PAVEMENT SURFACE BEYOND THE LIMITS OF CONSTRUCTION. PAVING 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. THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL BE DETERMINED BY: A. A PROPERLY CALIBRATED NUCLEAR ASPHALT TESTING DEVICE IN THE FIELD, OR B. ASTM D1188 WHEN SLABS OR CORES ARE TAKEN FOR LABORATORY TESTING. ZINC STEARATE MAY .BE SUBSTITUTED WITH PARAFFIN. IN CASE OF DISPUTE, METHOD B ABOVE SHALL BE USED. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS 0.15 FOOT OR LESS, PAVING OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT. AT THE END OF EACH WORK SHIFT, THE LENGTH OF PAVEMENT ALONG THE LONGITUDINAL DROP-OFF BETWEEN ADJACENT LANES IS NOT GREATER THAN THAT WHICH CAN BE SURFACED DURING THE FOLLOWING SHIFT OF NORMAL PAVING OPERATIONS. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE 1$ 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 ASP14ALT 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 0-2041. 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 N0110E IS GIVEN DOES NOT MEET THE SPECIFIED RANGE, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT MEETS THE IN-PLACE DENSITY REQUIREMENTS. IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE RELATIVE COMPACTION IS EITHER LESS THAN 90% OR MORE THAN 96%, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT DOES MEET THE IN-PLACE DENSITY REQUIREMENT. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR SHOULD BE AWARE OF EXISTING SEWER AND STORM DRAIN MANHOLES WITHIN THE ROADWAY. IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED SURFACE TOLERANCES, IT SHALL BE BROUGHT WITHIN TOLERANCE BY EITHER: (1) ABRASIVE GRINDING WITH EQUIPMENT UTILIZING DIAMOND BLADES, (2) REMOVAL AND REPLACEMENT, OR (3) PLACEMENT OF AN ASPHALT CONCRETE OVERLAY. THE METHOD WILL BE SELECTED BY THE ENGINEER. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. IF ABRASIVE GRINDING IS USED TO BRING THE FINISHED SURFACE TO SPECIFIED SURFACE TOLERANCES. ADDITIONAL GRINDING SHALL BE PERFORMED, AS NECESSARY, TO ENLARGE THE GRINDING AREA SO THAT THE LONGITUDINAL LIMITS OF GRINDING ARE AT A CONSTANT OFFSET FROM, AND ARE PARALLEL TO, THE NEAREST LANE LINE OR PAVEMENT EDGE, AND THE TRANSVERSE LIMITS OF GRINDING ARE NORMAL TO THE PAVEMENT CENTERLINE. ALL GROUND AREAS SHALL BE NEAT RECTANGULAR AREAS OF UNIFORM SURFACE APPEARANCE. ABRASIVE GRINDING MALL CONFORM TO THE REQUIREMENTS IN THE FIRST PARAGRAPH AND THE LAST FOUR PARAGRAPHS OF SECTION 42-2.02. "CONSTRUCTION" OF THE STANDARD SPECIFICATIONS. A FOG SEAL COAT SHALL BE APPLIED TO ALL. FINISHED ASPHALT SURFACES AT THE DEVELOPER'S EXPENSE. THE FOG SEAL COAT SHALL BE EITHER REJUVENATING AGENT OR ASPHALTIC EMULSION AS DIRECTED BY THE ENGINEER. COMPACTION 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 1' ON EACH SDE OF CROSS GUTTERS. STANDARD NOTES 1. ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH 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: Q 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 CUL-DE-SACS ST -156 STANDARD OFFSET CUL-DE-SACS ST -16 STANDARD STREET KNUCKLES ST -19 STANDARD HANDICAP RAMPS D-14 STANDARD CATCH BASIN TYPE "A" D-16 STANDARD GUTTER DEPRESSIONS T-1 STANDARD STREEET SIGN POST STYLE 3. PAVEMENT. INSTALL STANDARD STREET NAME SIGNS PER C.O.B. SIU. T-1 PAVING FOR RESIDENTIAL AND LOCAL STREETS SHALL BE: 020' TYPE "B" ASPHALT CONCRETE OVER VESTING TENT. UNIT 1 NOTE: 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION WITHIN THE CITY RIGHT-OF-WAY, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIS 24 HOURS NOTICE. TELEPHONE 328-3049. NO CITY INSPECTIONS WILL 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. PAVEMENT GRADE. • STA. 10+00.00 C.L. TO STA. 20+00.00 C.L. 11 UNDERGROUND SERVICE ALERT SHALL BE CONTACTED AT LEAST 2 WORKING 3. PEMBERLEY PASSAGE AVENUE DAYS PRIOR TO CONSTRUCTION. 1-800-227-2600. STA. 20+00.00 C.L. TO STA. 25+31.43 C.L. 12. WARNING/REGULATORY SIGNS: SIGN PANELS SHALL BE MOUNTED ON POSTS DOWNTON COURT WITH HAWKINS M2G SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR EQUAL. ROADSIDE SIGNS INSTALLED PER STD. T-19 SHALL BE LOCATED WITHIN STA. 10+00.00, C.L. TO STA. 11+26.69 C.L. SIDEWALK 6" FROM BACK. 4. GRANTHAM AGUE 13. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD STA. 8+50.00 C.L. TO STA. 12+01.99 C.L. PUBLIC WORKS DEPT. FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED DMERY STREET STREET RIGHT-OF-WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK STA, 10+00.00 C.L. TO STA. 14+58.00 C.L. PERFORMED WITHIN THE RIGHT-OF-WAY AND INSURANCE SHALL BE POSTED 5, HIGHCLERE WAY PRIOR TO ISSUANCE OF THE PERMIT. STA. 10+00.00 C.L. TO STA. 15+11.32 C.L. 14. AGGREGATE BASE: AGGREGATE BASE MATERIAL FOR ARTERIAL & COLLECTOR ROADWAYS SHALL BE CRUSHED AGGREGATE BASE (CAB) CONFORMING TO GR HOMNGHAM DRIVE SECTION 200-2.2 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS STA. 18+22.09 C.L. TO STA. 23+20.31 C.L. CONSTRUCTION. LATEST EDITION ("GREENBOOK"). AGGREGATE BASE MATERIAL FOR LOCAL ROADWAYS SHALL BE EITHER CAB OR CRUSHED MISCELLANEOUS 7. ROUNDABOUT - STREET GRADE BASE (CMB) CONFORMING TO SECTION 200-2.4 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION. 8• STREET CROSS-SECTIONS AGGREGATE BASE SHALL BE FURNISHED AND PLACED IN ACCORDANCE WITH 9. ROUNDABOUT - STRIPING THE CONTRACT ,FOR PUBLIC CONSTRUCTION ANDNTHE EE DETAILED SPECIFICATIONS. STANDARDS AGGREGATE BASEKS 10• ROUNDABOUT -- STRIPING SHALL BE GRADED TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D--1557. 11. ROUNDABOUT - LINE OF SIGHT 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 NOTE: UNITS 2, 3 AND 4 ARE NOT A PART OF THESE TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95% OF THE MAXIMUM CRY DENSITY IN ACCORDANCE WITH ASTM D-1557. PLANS AND SHALL BE SUBMITTED SEPARATELY. 16. ANY TRENCHING TO BE CONDUCTED SHALL BE BACKFILLED & COMPACTED PER CITY ` MING AVE - REFER TO OFFSITE PLANS, STANDARD DETAIL ST -22. 2/10/2015. ...-.si .. �.. ,!- T i` dT � .. ;. r - ,'.r ;,'`j' ✓`. � ' =s"i �: r SUBMITTED: � U MI 17. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. 77 18. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION WITHIN PUBLIC ,, ; �, ; ,r , t - , , ,` ; /,r ,. ;. 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 '` eUl 11T 2 ♦♦ � ;A! (DCP) FOR THIS PROJECT FROM THE DEVELOPER, AND SHALL KEEP A COPY ON SITE AT e t1D YEN PL CE 's A ALL TIMES. FOR THE DURATION OF CONTRACTOR'S OCCUPANCY OF THE SITE, - - CONTRACTOR IS REQUIRED TO COMPLY WITH THE PROVISIONS OF SAID PLAN. T A 20. STORM WATER POLLUTION PREVENTION: CONTRACTOR SMALL OBTAIN A COPY OF THE STORM WATER POLLUTI{NN PREVENTION PLAN (SWAPPP) FOR THIS PROJECT FROM THE DEVELOPER, AND SHALL KEEP A COPY ON SITE AT ALL TIMES. FOR THE DURATION OF I t CONTRACTORS OCCUPANCY OF THE SITE, CONTRACTOR IS REQUIRED TO COMPLY WITH .. ♦ t �� PROVISIONS OF SAID PLAN. ; ♦ -- �, _ G P 21. STREET LIGHT LUMINAIRES ARE TO BE LED AS SPECIFIED IN C.O.B. SPECIAL PROVISIONS SECTION SP7-86.01 OR AN EQUIVALENT AS APPROVED BY THE CITY ENGINEER. r LEGEND; STOCKDALE VICINITY MAP T. 30 S., 1.00' ORIGINAL GROUND, O.G. TO BE COMPACTED TO 95% R 26 E. ��Gy a Q 1 ��J_ -EBO- PAVING FOR (LOCALCOLLECTOR): BASIS OF BEARING ABBREVIATIONS 0 20152 6" CURB AND GUTTER 2 0: PROJECT IT 0 z 1,00' ORIGINAL GROUND. O.G. TO BE COMPACTED TO 95% RELATIVE- DENSITY PER C.O.B. STD. ST -9. a� ae. ix MING AVENUE 4. INSTALL STANDARD SURVEY MONUMENT FRAME AND COVER PER CITY OF it SM0 TRAFFIC CONTROL SIGNS � THE BASIS OF BEARING SHOWN HEREON. � O END VERTICAL CURVE MONUMENT ENCASEMENTS 0 EXISTING BENCHMARK USED: CA 11 z 2 ~�"'_ INSTALL STANDARD STREET NAME SIGNS PER C.O.B. SIU. T-1 INTERSECTION OF MING AVENUE AND ALLEN RD., ALSO BEING END CURB RETURN INSTALL METRO SIZE STREET NAME SIGNS PER C.Q.B. STD. T-1 -C�- INSTALL STANDARD STREET LIGHTS. 5800 LUMEN H.P.S.V. ON 14' THE NORTHWEST CORNER OF SECTION 12, T.30S., R.26E., LOCAL STREET Ck LENGTH (PRIVATE) rit am BC BEGIN CURVE -ED INSTALL STREET LIGHTS. 9500 LUMEN H.P.S.V. PER DETAIL ON SHT. 5 WHITE LANE S STREET LIGHTS SHALL MATCH THOSE EXISTING IN THE VICINITY. NOTE: 6. INSTALL TYPE "B" CURB AND GUTTER, PER C.O.B. STANDARD ST -1, ON ALL SUBTRACT 1.98 FEET TO GET TO USGS/CITY DATUM STREETS UNLESS OTHERWISE NOTED. PIVC POINT OF INTERSECTION z w PROJECT AREA: 7. INSTALL 5.0' SIDEWALK ON ALL STREETS UNLESS OTHERWISE NOTED. 0 m FC 14 0 1,3 SEWER LATERAL LOCATIONS TO BE STAMPED ( S ) INTO THE CURB FACE OVER P.O.C. POINT ON CURVE EACH SEWER LATERAL. INDEX OF SHEETS 9. INSTALL ADDITIONAL # 3-1/2 PULL BOX FOR STREET LIGHTS AT P.G.& E. SHEET TITLE vl SERVICE POINT. ALL PULL BOXES TO BE INSTALLED ON A GRAVEL BED A RIGHT-OF-WAY MINIMUM OF 6" THICK. LOUTHERN PACIFIC RAILROAD ALL MANHOLE AND LAMPHOLE FRAME AND COVERS SHALL BE SET 1/4" BELOW 2 PEMBERLEY PASSAGE AVENUE VESTING TENT. UNIT 1 NOTE: 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION WITHIN THE CITY RIGHT-OF-WAY, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIS 24 HOURS NOTICE. TELEPHONE 328-3049. NO CITY INSPECTIONS WILL 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. PAVEMENT GRADE. • STA. 10+00.00 C.L. TO STA. 20+00.00 C.L. 11 UNDERGROUND SERVICE ALERT SHALL BE CONTACTED AT LEAST 2 WORKING 3. PEMBERLEY PASSAGE AVENUE DAYS PRIOR TO CONSTRUCTION. 1-800-227-2600. STA. 20+00.00 C.L. TO STA. 25+31.43 C.L. 12. WARNING/REGULATORY SIGNS: SIGN PANELS SHALL BE MOUNTED ON POSTS DOWNTON COURT WITH HAWKINS M2G SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR EQUAL. ROADSIDE SIGNS INSTALLED PER STD. T-19 SHALL BE LOCATED WITHIN STA. 10+00.00, C.L. TO STA. 11+26.69 C.L. SIDEWALK 6" FROM BACK. 4. GRANTHAM AGUE 13. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD STA. 8+50.00 C.L. TO STA. 12+01.99 C.L. PUBLIC WORKS DEPT. FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED DMERY STREET STREET RIGHT-OF-WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK STA, 10+00.00 C.L. TO STA. 14+58.00 C.L. PERFORMED WITHIN THE RIGHT-OF-WAY AND INSURANCE SHALL BE POSTED 5, HIGHCLERE WAY PRIOR TO ISSUANCE OF THE PERMIT. STA. 10+00.00 C.L. TO STA. 15+11.32 C.L. 14. AGGREGATE BASE: AGGREGATE BASE MATERIAL FOR ARTERIAL & COLLECTOR ROADWAYS SHALL BE CRUSHED AGGREGATE BASE (CAB) CONFORMING TO GR HOMNGHAM DRIVE SECTION 200-2.2 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS STA. 18+22.09 C.L. TO STA. 23+20.31 C.L. CONSTRUCTION. LATEST EDITION ("GREENBOOK"). AGGREGATE BASE MATERIAL FOR LOCAL ROADWAYS SHALL BE EITHER CAB OR CRUSHED MISCELLANEOUS 7. ROUNDABOUT - STREET GRADE BASE (CMB) CONFORMING TO SECTION 200-2.4 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION. 8• STREET CROSS-SECTIONS AGGREGATE BASE SHALL BE FURNISHED AND PLACED IN ACCORDANCE WITH 9. ROUNDABOUT - STRIPING THE CONTRACT ,FOR PUBLIC CONSTRUCTION ANDNTHE EE DETAILED SPECIFICATIONS. STANDARDS AGGREGATE BASEKS 10• ROUNDABOUT -- STRIPING SHALL BE GRADED TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D--1557. 11. ROUNDABOUT - LINE OF SIGHT 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 NOTE: UNITS 2, 3 AND 4 ARE NOT A PART OF THESE TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95% OF THE MAXIMUM CRY DENSITY IN ACCORDANCE WITH ASTM D-1557. PLANS AND SHALL BE SUBMITTED SEPARATELY. 16. ANY TRENCHING TO BE CONDUCTED SHALL BE BACKFILLED & COMPACTED PER CITY ` MING AVE - REFER TO OFFSITE PLANS, STANDARD DETAIL ST -22. 2/10/2015. ...-.si .. �.. ,!- T i` dT � .. ;. r - ,'.r ;,'`j' ✓`. � ' =s"i �: r SUBMITTED: � U MI 17. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. 77 18. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION WITHIN PUBLIC ,, ; �, ; ,r , t - , , ,` ; /,r ,. ;. 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 '` eUl 11T 2 ♦♦ � ;A! (DCP) FOR THIS PROJECT FROM THE DEVELOPER, AND SHALL KEEP A COPY ON SITE AT e t1D YEN PL CE 's A ALL TIMES. FOR THE DURATION OF CONTRACTOR'S OCCUPANCY OF THE SITE, - - CONTRACTOR IS REQUIRED TO COMPLY WITH THE PROVISIONS OF SAID PLAN. T A 20. STORM WATER POLLUTION PREVENTION: CONTRACTOR SMALL OBTAIN A COPY OF THE STORM WATER POLLUTI{NN PREVENTION PLAN (SWAPPP) FOR THIS PROJECT FROM THE DEVELOPER, AND SHALL KEEP A COPY ON SITE AT ALL TIMES. FOR THE DURATION OF I t CONTRACTORS OCCUPANCY OF THE SITE, CONTRACTOR IS REQUIRED TO COMPLY WITH .. ♦ t �� PROVISIONS OF SAID PLAN. ; ♦ -- �, _ G P 21. STREET LIGHT LUMINAIRES ARE TO BE LED AS SPECIFIED IN C.O.B. SPECIAL PROVISIONS SECTION SP7-86.01 OR AN EQUIVALENT AS APPROVED BY THE CITY ENGINEER. r LEGEND; 0.40' AGGREGATE BASE OVER VICINITY MAP A.C. PAVING 1.00' ORIGINAL GROUND, O.G. TO BE COMPACTED TO 95% 3381 CL. II AGG. BASE RELATIVE DENSITY PER C.O.B. STD, ST -9. NO SCALE -EBO- PAVING FOR (LOCALCOLLECTOR): BASIS OF BEARING ABBREVIATIONS OVER O 30' TYP ASPHALT E B" PHA 20152 6" CURB AND GUTTER 0.40' AGGREGATE BASE OVER FL FLOWLINE 1,00' ORIGINAL GROUND. O.G. TO BE COMPACTED TO 95% RELATIVE- DENSITY PER C.O.B. STD. ST -9. THE BEARING OF N 01002'20" E SHOWN FOR THE EAST HANDICAP RAMPS IN C.O.B. SPECIAL PROVISIONS SECTION 8&-fi.01 OF WHICH LINE SECTION 10, T. 30 S., R. 26 E. AS SHOWN ON 4. INSTALL STANDARD SURVEY MONUMENT FRAME AND COVER PER CITY OF RECORD OF SURVEY, BOOK 25, PAGE 49 WAS USED AS TRAFFIC CONTROL SIGNS BAKERSFIELD STD. DWG. ST -13. THE BASIS OF BEARING SHOWN HEREON. ELEVATION TO BE INSTALLED END VERTICAL CURVE MONUMENT ENCASEMENTS 0 EXISTING BENCHMARK USED: 5, -;- INSTALL TRAFFIC CONTROL SIGNS TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE ~�"'_ INSTALL STANDARD STREET NAME SIGNS PER C.O.B. SIU. T-1 INTERSECTION OF MING AVENUE AND ALLEN RD., ALSO BEING END CURB RETURN INSTALL METRO SIZE STREET NAME SIGNS PER C.Q.B. STD. T-1 -C�- INSTALL STANDARD STREET LIGHTS. 5800 LUMEN H.P.S.V. ON 14' THE NORTHWEST CORNER OF SECTION 12, T.30S., R.26E., LOCAL STREET Ck LENGTH (PRIVATE) POST TOP PER DETAIL ON SHT 5 BC BEGIN CURVE -ED INSTALL STREET LIGHTS. 9500 LUMEN H.P.S.V. PER DETAIL ON SHT. 5 ELEV = 367.96' (NAVD 88 DATUM) ��.� STREET LIGHTS SHALL MATCH THOSE EXISTING IN THE VICINITY. NOTE: 6. INSTALL TYPE "B" CURB AND GUTTER, PER C.O.B. STANDARD ST -1, ON ALL SUBTRACT 1.98 FEET TO GET TO USGS/CITY DATUM STREETS UNLESS OTHERWISE NOTED. PIVC POINT OF INTERSECTION TP PROJECT AREA: 7. INSTALL 5.0' SIDEWALK ON ALL STREETS UNLESS OTHERWISE NOTED. OF VERTICAL CURVE FC UNIT 1 - 12.66 ACRES 8. SEWER LATERAL LOCATIONS TO BE STAMPED ( S ) INTO THE CURB FACE OVER P.O.C. POINT ON CURVE EACH SEWER LATERAL. INDEX OF SHEETS 9. INSTALL ADDITIONAL # 3-1/2 PULL BOX FOR STREET LIGHTS AT P.G.& E. SHEET TITLE PROPERTY LINE SERVICE POINT. ALL PULL BOXES TO BE INSTALLED ON A GRAVEL BED A RIGHT-OF-WAY MINIMUM OF 6" THICK. 1 • TITLE SHEET 10 ALL MANHOLE AND LAMPHOLE FRAME AND COVERS SHALL BE SET 1/4" BELOW 2 PEMBERLEY PASSAGE AVENUE VESTING TENT. UNIT 1 NOTE: 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION WITHIN THE CITY RIGHT-OF-WAY, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIS 24 HOURS NOTICE. TELEPHONE 328-3049. NO CITY INSPECTIONS WILL 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. PAVEMENT GRADE. • STA. 10+00.00 C.L. TO STA. 20+00.00 C.L. 11 UNDERGROUND SERVICE ALERT SHALL BE CONTACTED AT LEAST 2 WORKING 3. PEMBERLEY PASSAGE AVENUE DAYS PRIOR TO CONSTRUCTION. 1-800-227-2600. STA. 20+00.00 C.L. TO STA. 25+31.43 C.L. 12. WARNING/REGULATORY SIGNS: SIGN PANELS SHALL BE MOUNTED ON POSTS DOWNTON COURT WITH HAWKINS M2G SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR EQUAL. ROADSIDE SIGNS INSTALLED PER STD. T-19 SHALL BE LOCATED WITHIN STA. 10+00.00, C.L. TO STA. 11+26.69 C.L. SIDEWALK 6" FROM BACK. 4. GRANTHAM AGUE 13. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD STA. 8+50.00 C.L. TO STA. 12+01.99 C.L. PUBLIC WORKS DEPT. FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED DMERY STREET STREET RIGHT-OF-WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK STA, 10+00.00 C.L. TO STA. 14+58.00 C.L. PERFORMED WITHIN THE RIGHT-OF-WAY AND INSURANCE SHALL BE POSTED 5, HIGHCLERE WAY PRIOR TO ISSUANCE OF THE PERMIT. STA. 10+00.00 C.L. TO STA. 15+11.32 C.L. 14. AGGREGATE BASE: AGGREGATE BASE MATERIAL FOR ARTERIAL & COLLECTOR ROADWAYS SHALL BE CRUSHED AGGREGATE BASE (CAB) CONFORMING TO GR HOMNGHAM DRIVE SECTION 200-2.2 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS STA. 18+22.09 C.L. TO STA. 23+20.31 C.L. CONSTRUCTION. LATEST EDITION ("GREENBOOK"). AGGREGATE BASE MATERIAL FOR LOCAL ROADWAYS SHALL BE EITHER CAB OR CRUSHED MISCELLANEOUS 7. ROUNDABOUT - STREET GRADE BASE (CMB) CONFORMING TO SECTION 200-2.4 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION. 8• STREET CROSS-SECTIONS AGGREGATE BASE SHALL BE FURNISHED AND PLACED IN ACCORDANCE WITH 9. ROUNDABOUT - STRIPING THE CONTRACT ,FOR PUBLIC CONSTRUCTION ANDNTHE EE DETAILED SPECIFICATIONS. STANDARDS AGGREGATE BASEKS 10• ROUNDABOUT -- STRIPING SHALL BE GRADED TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D--1557. 11. ROUNDABOUT - LINE OF SIGHT 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 NOTE: UNITS 2, 3 AND 4 ARE NOT A PART OF THESE TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95% OF THE MAXIMUM CRY DENSITY IN ACCORDANCE WITH ASTM D-1557. PLANS AND SHALL BE SUBMITTED SEPARATELY. 16. ANY TRENCHING TO BE CONDUCTED SHALL BE BACKFILLED & COMPACTED PER CITY ` MING AVE - REFER TO OFFSITE PLANS, STANDARD DETAIL ST -22. 2/10/2015. ...-.si .. �.. ,!- T i` dT � .. ;. r - ,'.r ;,'`j' ✓`. � ' =s"i �: r SUBMITTED: � U MI 17. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. 77 18. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION WITHIN PUBLIC ,, ; �, ; ,r , t - , , ,` ; /,r ,. ;. 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 '` eUl 11T 2 ♦♦ � ;A! (DCP) FOR THIS PROJECT FROM THE DEVELOPER, AND SHALL KEEP A COPY ON SITE AT e t1D YEN PL CE 's A ALL TIMES. FOR THE DURATION OF CONTRACTOR'S OCCUPANCY OF THE SITE, - - CONTRACTOR IS REQUIRED TO COMPLY WITH THE PROVISIONS OF SAID PLAN. T A 20. STORM WATER POLLUTION PREVENTION: CONTRACTOR SMALL OBTAIN A COPY OF THE STORM WATER POLLUTI{NN PREVENTION PLAN (SWAPPP) FOR THIS PROJECT FROM THE DEVELOPER, AND SHALL KEEP A COPY ON SITE AT ALL TIMES. FOR THE DURATION OF I t CONTRACTORS OCCUPANCY OF THE SITE, CONTRACTOR IS REQUIRED TO COMPLY WITH .. ♦ t �� PROVISIONS OF SAID PLAN. ; ♦ -- �, _ G P 21. STREET LIGHT LUMINAIRES ARE TO BE LED AS SPECIFIED IN C.O.B. SPECIAL PROVISIONS SECTION SP7-86.01 OR AN EQUIVALENT AS APPROVED BY THE CITY ENGINEER. r LEGEND; UNIT UNIT 1 A.C. PAVING TONS 3381 CL. II AGG. BASE CUYD 2373 -EBO- FURNISH & INSTALS. PUBLIC STREET LIGHT ALONG HOVINGHAM 7433 ABBREVIATIONS SF 20152 6" CURB AND GUTTER DRIVE. PUBLIC STREET LIGHTS ARE TO BE "LED" AS SPECIFIED FL FLOWLINE POVC POINT ON VERTICAL CURVE HANDICAP RAMPS IN C.O.B. SPECIAL PROVISIONS SECTION 8&-fi.01 OF WHICH CL CENTERLINE BVC BEGIN VERTICAL CURVE TRAFFIC CONTROL SIGNS MODELS INCLUDE: HOLOLPHANE LVUI SERIES; LEO TEK GCI SERIES; ELEV ELEVATION EVC END VERTICAL CURVE MONUMENT ENCASEMENTS GREE XSP SERIES OR APPROVED EQUAL _ BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ~�"'_ EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS ECR END CURB RETURN PRC PAINT OF REVERSE CURVATURE LOCAL STREET Ck LENGTH (PRIVATE) CONSTRUCT i 8' BOTTOM WIDTH DRIVEWAY W f 3' WINGS BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE ��.� PER C.Q.B. STD. ST -4. (UNLESS OTHERWISE NOTED) EC END CURVE TC TOP OF CURB Ito PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT R11-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: OF VERTICAL CURVE FC FINISH CONCRETE ":L- '1 0 - STOP P.O.C. POINT ON CURVE T.O.M. TOP OF MANHOLE "R6-1" - ONE WAY "S5-2" - END SCHOOL ZONE "R5-1" P/L PROPERTY LINE R/W RIGHT-OF-WAY - DO NOT ENTERW31 CA)END E.P. EDGE OF PANT S.D.M. STORM DRAIN MANHOLE RR26(CV --NO PARKING "W14-1" _ DEAD END R3 -5R - RIGHT TURN ONLY EX. EXISTING C/G P.A.F.L. CURB AND GUTTER PARKING AREA FLOW LINE «W14-2" - NO OUTLET "R4-7" - KEEP RIGHT "Wt -7" -� DOUBLE ARROW FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. R81(CA) BIKE LANE „ "W3-3" - SIGNAL AHEAD -i6 - SINGLE AARROW y CONSTRUCT CATCH BASIN TYPE ;'k PE)R 0-14. @ EXISTING SURVEY MONUMENT .B. . FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. EXISTING CATCH BASIN EXISTING STORM DRAIN MANHOLE - - FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. -;` EXISTING SEWER MANHOLE - FURNISH & INSTALL STREET UGHT--5800 LUMEN PER C.O.B.` EXISTING EWER CLEANOUT - - o NEW STORM DRAIN LINE - REFER TO SEWER AND STORM DRAIN PLANS EXISTING STORM DRAIN LINE EXISTING SEWER LINE ...� �*� ®• TRACT BOUNDARY PHASE BOUNDARY 1 CURVE NUMBER FOR CURVE DESCRIPTION ITEM OF WORK - SEE SCHEDULE i� FLOWUNE STATION - • SEE TABLE SEC -ION DESIGN6MON, ECTM LETTER SHEET WiM SECTION IS SHQN LIST OF MATERIALS ITEM UNIT UNIT 1 A.C. PAVING TONS 3381 CL. II AGG. BASE CUYD 2373 SUBGRADE PREPARATION CUYD 7433 CONCRETE PARKING SF 20152 6" CURB AND GUTTER IF 8590 SIDEWALK SOFT 48771 HANDICAP RAMPS EA 14 STANDARD STREET NAME SIGNS EA. 11 TRAFFIC CONTROL SIGNS EA. 25 STREET LIGHTS EA. 10 MONUMENT ENCASEMENTS EA. 21 MEDIAN CURB LF 1938 COLLECTOR CL LENGTH (PUBLIC) LF 49$.22 LOCAL STREET q LENGTH (PUBLIC) LF 361.38 LOCAL STREET Ck LENGTH (PRIVATE) LF 2618.05 KEY MAP. O DENOTES SHEET NUMBER SCALE: 1"=200' vi z <c cL V) 0 0 to. r Io { N a 0 w zLj� J M cn •. , i 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. BY: ROGER A. McINTOSH R.C.E. 33322 DATE EXP. 6-30--16 IN ACCORDANCE WITH THE CONDITIONS OF THE VESTING TENTATIVE MAP, THE IMPROVEMENT PLANS HAVE BEEN REVIEWED BY THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT. ALL IMPROVEMENTS INDICATED AS "PRIVATE" HEREIN ARE PRIVATE AND ARE TO BE PRIVATELY MAINTAINED. BY: NICOLAS FIDLER PUBLIC WORKS DIRECTOR R.C.E. NO. 61069 EXP. 12-31-16 REVIEWED BY: REVIEWED BY: ..-,,---- 10 /,4 TRAFFIC ENGINEER 6' WING W/2 CENTERLINE STORM DRAIN --UP CURB AND GUTTER FLOWUNE AND GUTTER RB io B.C.R. C4 LANDSCAPE I SIDEWALK ---'CENTERLINE STORM DRAIN W fi WING TYPICAL CATCH, BASIN LOCATION AT CURB RETURN N.T.S. "v ` s-� -f4 RO GQ2 A. A4 tNTbSH bfnr R.C.E. 333 22 MA,V' �y.� •rte,: 1. l! • I E r• � CITY RECORDS NO.: N 0 N 0 0 z w z CD z w c� c� z z J 0 M F w� O z w i w C-) M w m ©t; IN w m r 0 r► .N r � 0a to rn 9 Lg-jl z m < <i1 o v bi 'C4ark ^ � T ss .aL 0 x CL i T CL a CIO Iss �i co W Z W c+__4 UJ cz ti..d r a � w R e Ito co W .� P M 0 �aC 4 � i T 0 1 111 �� . 9 �N� k�2 0�• �. �►, �B kms. �o E.C.-END 8" SOLID WHITE UNE/ B.C.-BEGIN 12" SPLITTER ISLAND To @ ROUNDABQUT SCALE: 1 " = 10' STATIONING BASED ON HOVINGHAM DRIVE'S CENTERLINE F.L. FLOWLINE POVC POINT ON VERTICAL CURVE C.L. CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN P1 POINT OF INTERSEC11ON ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE EC END CURVE TC TOP 0R CURB PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT OR VERTICAL CURVE FC FINISH CONCRETE E.O.C. FACE OF CURB A.P. ANGLE POINT P.&F.L. PARKING AREA FLOWLINE C/G CURB & GUTTER PA PROPERTY LINE O FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. EXISTING SURVEY MONUMENT FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. -C:)- FURNISH & INSTANT PRIVATE STREET LIGHT -5800 LUMEN "LED" TYPE. SEE DETAIL "5" ON SHEET 5. -E�) FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST -14. TYPICAL. CROSSWALK STRIPING, SCALE: 1 " - 10' / p�Cod i /' A' LEGEND: (CONT.)r CONSTRUCT 5' DETACHED SIDEWALK PER C.O.B. STD. ST -3. LEGEND: FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT SITE. "3" (CQN T• CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY R1 �g TYPICAL STREET CORNER - SEE DETAIL ON SHEET 5. "R1-1" - STOP "W31(CA)" - END`= " W/ 3' WINGS PER C.O.B. STD. ST -4. TYPICAL STREET BULGE - SEE DETAIL "6" ON SHEET 5. 16.04' "R26(CA)" - NO PARKING `f' fir` <' PARKING AREA - SEE NOTE 6. - - D AND 6" REVEAL PER DETAIL "1" ON SHEET 5. STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.S. STD. ST -3. 100.00' PROPOSED BLOCK WALL & LANDSCAPE -SEE SEPARATE PLANS_J5 0 PROPOSED STRIPINGS AND MARKINGS. STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS PIPE SIZE FURNISH AND INSTALL 3 - 3" BLANK CONDUIT PIPES. 7.46` 14`11'00" 19 8S_ UTILITY otr PROPOSED PRIVATE ENTRANCE GATE -SEE SEPARATE PLAN " " CONSTRUCT TYPE A CATCH BASIN WITH 3.5 OPENING PER CONSTRUCT TYPE D-4 CURB PER CALTRANS 2010 STANDARD S=SEWER FOR DETAILS. 13.44' C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 8\� D=DRAIN --�- . S PLAN A87A. SEWER - REFER TO SEWER & STORM DRAIN PLANS SEQ]ON M$IGIATION: FURNISH AND INSTALL TRAFFIC SIGNS - SEE SHEETS 17.47' CONSTRUCT 6' WIDE DETACHED SIDEWALK PER C.O.B. STD. ST -3. � ac SECTION LE © ENTRY MONUMENT- SEE SEPARATE LANDSCAPING PLAN SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. - STAMP CONCRETE SEE LANDSCAPE PIAN FOR DETAILS. PAINT 4" WIDE SOLID WHITE LINE FOR DETAILS. ® SEWER MANHOLE - REFER TO SEWER & STORM DRAIN PLANS. � 1E 2 m -n w= mm mg ;i h: m 3= my mm UNIT BOUNDARY 2010 STANDARD SHEET WHERE SECTION IS SHOWN -- -- ---- -- -- -- --- -- -- -- PROPOSED SAWCUT LIMIT LINE CONSTRUCT 5' MEANDERING SIDEWALK PER C.O.B. STD. ST -3. "111r-1" O CURVE NUMBER FOR CURVE DESCRIPTION CONSTRUCT TYPE "M"-10" REVEAL MEDIAN CURB PER "R1-2" - YIELD Z 1� FLOWLINE STATION - SEE TABLE H ITEM OF WORK - SEE CONSTRUCTION NOTES CC �1w�N,16�'4 4 1� O � SSP• /4.���*�� � c�' g j�. Y ' / gk�o 1 h E.C.-END 12" BROKEN WHITE LINE (SEE NOTE 32) A�'B.C.-BEGIN 8" SOLID WHITE LINE TO NORTH/ tai B.C.NE� o a�ssTGxlo YELLOW STA. 9+36.94, C.L. 15.77RT. 7 �40A Ab 1 R1 - Q B.C.-BEGIN 12" BR~� WHITE LINE (SEE NOTE 32) STA. 9+49.63, C.L. 41.07RT. SPLITTER ISLAND "D" @ ROUNDABOUT SCALE: 1" = 10' STATIONING BASED ON PEMBERLEY PASSAGE AVENUE CONSITR'U�'-'N' TES. INSTALL W31(CA) SIGN WITH OM4-3 MARKER AT LIMITS OF ON-SITE CONSTRUCT TYPE "B" CURB &GUTTER PER C.Q.B. STD. ST -1. �.�/ CONSTRUCTION IF ADJACENT TRACT IS NOT CONSTRUCTED AT THE SAME MARKIN NOTES & LEGEND.: .��1 ■ - it I u n rrrrrr�l IrM.I n ■ rrrrrrrprrrr�rrr�rrr�r CONSTRUCT 5' DETACHED SIDEWALK PER C.O.B. STD. ST -3. CURVE TABLE TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT SITE. "3" IT "A" "4" �g TYPICAL STREET CORNER - SEE DETAIL ON SHEET 5. DELTA CONSTRUCT CASE RAMP PER DETAIL ON SHEET 5. 1 g TYPICAL STREET BULGE - SEE DETAIL "6" ON SHEET 5. 16.04' CONSTRUCT 6" CONCRETE CURB WITH 12" TOTAL. CURB HEIGHT 2 65.00' 22.87' AND 6" REVEAL PER DETAIL "1" ON SHEET 5. 1B CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.S. STD. ST -3. 100.00' PROPOSED BLOCK WALL & LANDSCAPE -SEE SEPARATE PLANS_J5 11.04' PROPOSED STRIPINGS AND MARKINGS. ® FOR DETAILS. %�!�' PARKING AREA, 6" THICK CONCRETE -SEE DETAIL "2" ON SHEET 5. FURNISH AND INSTALL 3 - 3" BLANK CONDUIT PIPES. 7.46` 14`11'00" 19 FURNISH AND INSTALL 2 - 2M BLANK CONDUIT PIPES. 22.32' PROPOSED PRIVATE ENTRANCE GATE -SEE SEPARATE PLAN 17'21'03" CONSTRUCT TYPE D-4 CURB PER CALTRANS 2010 STANDARD 65.00' FOR DETAILS. 13.44' 23'22'09" 8\� CONSTRUCT 10' MEANDERING SIDEWALK PER C.Q.B. STD. ST -3. 27.81 PLAN A87A. 24`30'57" 8 2� FURNISH AND INSTALL TRAFFIC SIGNS - SEE SHEETS 17.47' CONSTRUCT 6' WIDE DETACHED SIDEWALK PER C.O.B. STD. ST -3. � ac 9 AND 10 FOR DETAILS. PAINT 8" WIDE SOLID YELLOW LINE ENTRY MONUMENT- SEE SEPARATE LANDSCAPING PLAN ®COLORED - STAMP CONCRETE SEE LANDSCAPE PIAN FOR DETAILS. PAINT 4" WIDE SOLID WHITE LINE FOR DETAILS. ® CONSTRUCT ISLAND PASSAGE WAY WITH 2' WIDE DETECTABLE WARNING � 1E CONSTRUCT TYP Al -6 CURB WITH 6" REVEAL PER CALTRANS E "NO TRUCKS" MARKING PER CAL -TRANS STANDARDS " SURFACE ON 4 CONCRETE WALKWAY. FOR DETECTABLE WARNING AAAA 2010 STANDARD -.�- FURNISH &INSTALL TRAFFIC SIGNS PER KERN DETAILS, SEE DETAIL "4" ON SHEET 5. Q SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY THE CONSTRUCT 5' MEANDERING SIDEWALK PER C.O.B. STD. ST -3. "111r-1" CITY ENGINEER/DESIGN ENGINEER. 0 CONSTRUCT TYPE "M"-10" REVEAL MEDIAN CURB PER "R1-2" - YIELD Z SPECIFICATION SECTION 84, 2010 EDITION. C.O.B. STD. ST -2. MARKIN NOTES & LEGEND.: .��1 ■ - it I u n rrrrrr�l IrM.I n ■ rrrrrrrprrrr�rrr�rrr�r STATIONING TABLE CURVE TABLE DESCRIPTION CURVE RADIUS LENGTH TANGENT DELTA 1 65.00' 31.45' 16.04' 27'43'15" 2 65.00' 22.87' 11,55' 20`09'28" 3 100.00' 21.99' 11.04' 12'35'51 4 60.00' 14.85' 7.46` 14`11'00" 5 65.00' 22.32' 9.92' 17'21'03" 6 65.00' 26.51' 13.44' 23'22'09" 7 65.00' 27.81 14,12' 24`30'57" 8 119.00' 34.69' 17.47' 16`42906" MARKIN NOTES & LEGEND.: .��1 ■ - it I u n rrrrrr�l IrM.I n ■ rrrrrrrprrrr�rrr�rrr�r STATIONING TABLE REF. NO. DESCRIPTION C.L STATION n BEGIN C.L 12" WIDE SOLID WHITE LINE STA. 17+36.47, C.L. 3.75LT. HOVINGHAM DR. 2[] END C.L. 12" NOE SOLID WHITE UNE STA. 17+35.82, C.L 29.07LT. HOVINGHAM DR. PER C.O.B. STANDARD T-1. BEGIN C.L. 12" WIDE SOLID WHITE LINE STA. 17+27.29, C.L. 28.72RT. HOVINGHAM DR. END C.L. 12" WIDE SOLID WHITE UNE STA. 17+26.78, C.L. 8.54RT. HOVINGHAM DR. ['5 BEGIN C.L. 12" WIDE SOLID WHITE LINE STA. 9+13.34, C.L. 26.05LT. PEMB. PASSAGE AVE. [6] END C.L. 12" WIDE SOLID WHITE UNE STA. 9+1174, C.L. 5.42LT. PEMB. PASSAGE AVE. PROPOSED PAVEMENT MARKINGS- BEGIN C.L. 12" WIDE SOLID WHITE UNE STA. 9+02.35, C.L. 26.13LT. PEMB. PASSAGE AVE. ®FURNISH END C.L. 12" WIDE SOLID WRITE UNE STA. 9+02.71, C.L. 6.07LT. PEMB. PASSAGE AVE. CALTRANS TYPE 1 (10) ARROW TO BE PAINTED PER CALTRANS STANDARD PLAN A24A. BEGIN C.L 12" WIDE SOLID WHITE LINE STA. 9+03.19, C.L. 7,33RT, PEMB. PASSAGE AVE. ® ENO C.L. 12" WIDE SOLID WHITE UNE STA. 9+03.18, C.L. 27.37RT. PEMB. PASSAGE AVE. 10 BEGIN C.L. 12" WIDE SOLID WHITE LINE STA. 8+92.19, QL. 7.01RT. PEMB. PASSAGE AVE. (1 END C.L. 12" WIDE SOLID WHITE LINE STA. 8+92.17, C.L. 27.00RT. PEMB. PASSAGE AVE. AS APPLICABLE, TO BE PAINTED PER CALTRANS END 8" SOLID YELLOW LINE STA. 9+03.69, C.L. &35RT. PEMB. PASSAGE AVE. MARKIN NOTES & LEGEND.: .��1 ■ - it I u n rrrrrr�l IrM.I n ■ rrrrrrrprrrr�rrr�rrr�r z CROSSWALK STRIPING -SEE DETAIL ON SHEET 10. P CALTRANS TYPE IV ARROW, LEFT OR RIGHT FURNISH AND INSTALL STREET SIGN AS APPLICABLE, TO BE PAINTED PER CALTRAN PER C.O.B. STANDARD T-1. STANDARD PLAN A24A. PAINT 18" WIDE WHITE CONTINUOUS LINES FOR PEDESTRIAN CROSSWALK. CALTRANS TYPE VI ARROW, LEFT OR RIGHT AS APPLICABLE, TO BE PAINTED PER CALTRANS PROPOSED PAVEMENT MARKINGS- STANDARD PLAN A24A. ®FURNISH SEE MARKING LEGEND FOR DETAILS AND INSTALL TRAFFIC SIGNS- 0 CALTRANS TYPE 1 (10) ARROW TO BE PAINTED PER CALTRANS STANDARD PLAN A24A. =Z4 SEE SIGN LEGEND. 31 PAINT 12" WIDE WHITE CONTINUOUS LINES AND/OR CROSSWALK LINES. )in CALTRANS TYPE VII ARROW, LEFT OR RIGHT c+__4 � �z AS APPLICABLE, TO BE PAINTED PER CALTRANS ®PAINT 12" WIDE BROKEN WHITE LINE STANDARD PLAN A24A. 0 WITH 3' STRIPE PER 3' GAP. � ac PAINT 8" WIDE SOLID YELLOW LINE "STOP" MARKING PER CAL -TRANS STANDARDS �¢ PAINT 4" WIDE SOLID WHITE LINE "YIELD" MARKING PER CAL -TRANS STANDARDS PAINT 8" WIDE SOLID WHITE UNE "NO TRUCKS" MARKING PER CAL -TRANS STANDARDS SIGN LEGEND_: r , AAAA YIELD LINE PER CALIFORNIA MUTCD FIGURE 38-14(CA) -.�- FURNISH &INSTALL TRAFFIC SIGNS PER KERN NOTE; SEE CALTRANS TRAFFIC MANUAL FOR DETAILS COUNTY DEVELOPMENT STANDARD PLATE T-4, ALL PERMANENT STRIPING & PAVEMENT MARKINGS "111r-1" STD' 0 TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD "R1-2" - YIELD Z SPECIFICATION SECTION 84, 2010 EDITION. "R2-4" (CA) (45) - 45 ZONE AHEAD "R2-1" (25MPH) - SPEED LIMIT 25 "R3-1" - NO RIGHT TURN "R3-7" - RIGHT LANE MUST TURN RIGHT "R4-7" - KEEP RIGHT "R6 --1(R)" - ONE WAY "R61-3(CA)"- THRU AND RIGHT TURN ONLY "W2-6" - CIRCULAR INTERSECTION NOTICE "0-2" YIELD AHEAD "W11-2" - PEDESTRIAN CROSSING W13-1(15 MPH)" - ADVISORY FEED LIMIT 15 "W16 -7p"- DIAGONAL DOWNWARD POINTING ARROW "R9 -3/R9 -3A" - NO PEDESTRIAN CROSSING 1. FOR SEWER AND STORM DRAIN - SEE SEPARATE SEWER AND STORM DRAIN PLANS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 0.40' AGGREGATE BASE OVER 1.00' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 3. HOVINGHAM DRIVE (LOCAL COLLECTOR) - PAVEMENT TO BE 0.30' TYPE "B" A.C. OVER 0.40' AGGREGATE BASE OVER 1.00' COMPACTED O.G. TO BE COMPACTED TO 957o RELATIVE DENSITY PER C.O.-B. STD. ST -9. 4. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. ]DIC' AT &K -l" Call: TOL. FREE 1-800-227-2600 AT LEAST TIMO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 0) d M o�� U w dm- Q� © I w v 00 La CQ C) 0 Ncr- V! w Q m co 0) o m ca o a z J CL =Z4 )in 0 c+__4 � �z CZ LU 0 � ac e, CD C.IZZ 40 � to N ces 0 w .7 Z H CC �IIIIIIIII z J CL =Z4 )in 0 c+__4 � �z CZ LU 0 � ac e, CD C.IZZ 40 � to N ces 0 w .7 Z H CC m - A 9 it CA Am 0 1 L4 f -A ��-A Eel m I ffE ��,Vmq 1 jo HIE 11 1 i ti o .00 � ti / SIM selmm WAIL rl AND LANDSCAPE PLANS PER MCINTOSH & ASSOCIATES 00 s {` ,t cRos goo - v, 0*0 a z SE SEPERATE WALL00, AND LANDSCAPE PLANS PERIN MCINTOSH & ASSOCIATES AIT .01 #00 N .01 1100, '-SIGHT DISTANCE C�OSSWALK TO ........ 4.--. ON STOPPING SIGHT DISTANCE(SSD) ON THE APPROACH �I ��\\ SCALE 1 "= 40' SCALE 1 20' LLJ Ld LA c') V) V) IL Lij I ry Ld Ld CL "I-100- W, ON PAP P, 100-� HOVINGHAM DRIVE INTERSECTION SIGHT DISTANCE AT ROUNDABOUT HOVINGHAM DRIVE STOPPING SIGHT DISTANCE ON ROUNDABOUT HOVINGHAM DRIVE V) / MING DISTANCE RCULA11NG MING DISTANCE HOVINGHAM DRIVE Ld I cr- Lli m Ld SCALE 1 "=20' ou z 4c I .j CL Z 0 0 M4 0 11-- o z 0 0 Z W 0 C) z co = 1 I.L. 0 go cu 10 04Z LLJ t"-- GL's OZ E w I SHEETS 6 & TR. 720" U\11 T' 31 7 SEE SHEET 9 FOR DETAILS TEMP SUM" SEE bETAJL "A7 THIS SHE %ON am N PERMANENTFL AGE AND WXVNA.GE EASEMi PER OW. 021%30221 rR. 72P.0`7 I U 1\11 r I (UNIT 3) #4 \ "t, OCKADC01 CV 0AQQAn.0 AXICKIHC 0K STA. 10+00.00, C.L. TO STA. 13+61.38 C.L. (PUBLIC STREET) ��voc� �25Ro�N STA. 13+61.38, C.L. TO STA. 20+00.00 C.L. (PRIVATE STREET) SCALE: 1" = 50" HORIZONTAL 1 It = 5' VERTICAL " = v R-59 370______ - 370 ------ ----- JIV --- --- ------ - - - - - - - - - - 3 368 1 68 368 =z ------ ---- ------ - ............ 366 1 366 366 g1 U) CO C* 364 c%v ------------ .1<.- 364 364 "c ut 9 ui >: Ztli 362 LL J --- --------- 362 La 362 _j Z Lj r,:Uj y ty W f -- C; +5; on ci Am C4 ------------- . ......... --------- in M Ln 360 1 c -a T� ;� ------ 360 360 0M 0: i w t- . I + C. C, .4- _j co 8 + + 25 + "n w %t 0! cj La ------- 7 ce_7� -1. -44 LLJ in z 0 358 R- ti-vilm I ---- - ----- 358 358 0: in ca (A 1 i 0: 0 - co LJ W cn r"n .... ... Alowli ................ ---- - -------- ------- -4- 356 ROPOSED-14ORT�t E 356 356 0. ----------- - -------- 354 354 354 s 0 finer; 7'"Att GROUND 0 CENTERLINE: ---- ------- - ----- - f 352 352 352 ---- - -----350 7 -------- 350 350 9+50 10+00 11+00 12+00 13+00 14+00 16+00 15+50 21 Vii' � Q i� MCLERE INAY RIVA-M SEE SHEET5Tj 368 366 364 362 360 358 356 354 352 ,zr,f% 9+50 16+00 17+00 18+00 19+00 20+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 GEGEN : ABBREMATIONS F.L. FLOWLINE POVC POINT ON VERTICAL CURVE C.L. 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 F.O.C. FACE OF CURB A.P. , ANGLE POINT P.A.F.L. PARKING AREA FLOWLINE C/G CURB & GUTTER P/L PROPERTY LINE FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. SID. ST -13. EXISTING SURVEY MONUMENT + FURNISH & INSTALL STREET NAME SIGN PER C.O.B. SM. T-1. +FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. SM. T-1. <D- FURNISH & INSTALL PRIVATE STREET LIGHT -5800 LUMEN "LED" TYPE. SEE DETAIL "50 ON SHEET 5. FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. SM. ST -14. 368 366 364 TEMP. SUMP DETAIL, 362 (PRIVATE) 360 301 126' 358 370 368 366 364 362 360 358 356 354 352 *xr,n 20+50 STA110NING TABLE MEDIAN CURB CURVE TABLE 6" CURB CURVE RADIUS LENGTH TANGENT DELTA M 40.00' 38.55' 20.92' 5513"17' 2 65.00' 7.16' 3.59, 06*18'52* 3) 60.00' 49.38' 26.19' 47'09123n (0 525.00' 50.22' 25.13' 05*28! (5" 25.00' 17.17' 8. 39-21-16- (0 42.00" 66.77' 42.80' 91 V5'07" W 25.00' 1&21' 9.53' 41*442e (0 523.00' 50.58' 25.31' 05032'290 (90 25.00' 41.83' 27.70' 95'52'23" 0 25.00' 40.25' 26.00' 92'15'13" STA. 14+01.47, 3.0011T. 488.00' 15.00, 7.50' 01*45'40w 00 1 10.00' 8.100 4.29' 4615'29' 0 10.00' 7.81' 4.12' 44'44'07" 41 482.00' 69.33' 34.73' 08'14'29" 04- 488.00' 84.57' 42.39" 09'55'45* STA. 14+75.64, 106RT. 10.001 7.95' 4.20' 4583423" CQ 1 25.00$ 39.27' 25.00' 90,0010er 4$ 1 25.00' 37.75' 23.52' 8610'28r (46) 512.00' Isoo, 7.50' 01*40'43" 10.00' 7.82' 4.12' 44!47'02* 10.001 8.09, 4.28' 4612'23* 09 1 518.00' 27.01' 13.51' 02'59'15" 512.00' 40.90" 20.46' 04!34'36' (5D 1 .20.00' 20.26' 11,09, 58'02'03" 475.00' 41.17' 20.60' 04957157N 25-00' 19-42' 10.231 44"29'50* 42.00' 59.08' 35.62' 80'36'07* 370 368 366 364 362 360 358 356 354 352 *xr,n 20+50 STA110NING TABLE MEDIAN CURB CURVE TABLE 6" CURB CURVE RADIUS LENGTH TANGENT DELTA M 25.00' 20.56' 10.90, 47v7'46,, 2 477.00' 41.82' 20.93' 05*01'25* STA, 12+54.22, 5.00 LT. 518.00' 161.90! 81.62' 17'54'290 OD 488.00! 59.55' 29.81" 06O59#291* Ob 1 482.00' 44.62' 22.32' 0518'13" STA. 10+97.76, 5.00 RT. 10.00, 7.811 4.12' 44844'07" 7 10.001 8.10' 4.29' 46"25'22" STA. 14+01.47, 3.00LT. 488.00' 15.00' 7.50' 01*45140* STA. 14+36.62, 3.00LT. 25.00' 35.45! 21.45' 81'14'51" STA. 14+36.62, 3.0011T. 500.00' 183.39' 92.73' 21100'520 STA. 14+01.47, 3.0011T. 500.00' 156.28! 78.78' 17'54'29" 00 1 500.00' 13.616" &831 01*33"550 0 w 142.62' 71.80' 1670'35" OD 500.06 108.30' 54.36" 12"24!36' 04- 65.00' 3.16' 1.58' 02'4723' STA. 14+75.64, 106RT. 30.00' 28.21' 15.25' 53*53'03" CQ 1 507.00! 34.62 17.32' 03*54!450 4$ 1 7.00' 21.99' - 1801)0'00" (46) 493.00' 33.67" 16.84' 03*5445" 3.00' 9.42' - 180100"00m 503.00' 28.49' 14.25' 03"14!450 09 1 3.00' 9.42' - 180*00,000 497.00! 28.15' 14.08' 03*14'45 " (5D 1 20.00' 9.02" 4.59' 25'50'31" 370 368 366 364 362 360 358 356 354 352 *xr,n 20+50 STA110NING TABLE MEDIAN CURB STA110NING TABLE 6" CURB .- C.L. STATION REF. NO. DESCRIPTION C.L. STATION F.O.C. STATION T.C. ELEV. M P.R.C. STA. 16+31.79, 15.05LT. STA. 16+32.05, F.O.C. 354.88 2 355.13' STA. 16+39.05, 18.00LT. STA, 16+39.86, F.O.C. 354.92' STA, 12+54.22, 5.00 LT. E.C. STA. 17+10.97, 18.00LT STA. 17+09*.19, F.O.C. 354.70'_ STA. 12+54.22, 5.00 RT. B.C. STA. 18+04.37, 18.00LT. STA. 18+02.59, F.O.C. 354.43' STA. 12+18.08, 5.00 RT. P.R.C. STA. 18+11.51, 15.00LT. STA. 18+10.54, F.O.C. 354.35' STA. 10+97.76, 5.00 RT. B.C. STA. 19+66.90, 14.95LT. STA. 19+68.23, F.O.C. 354.05' 7 P.R.C. STA. 19+73.93, 18.00LT. STA. 19+76.32, F.O.C. 354.09' STA. 14+01.47, 3.00LT. B.C. STA. 17+25.61, 1&OORT. STA. 17+32.12, F.O.C. 354.65' STA. 14+36.62, 3.00LT. P.R.C. STA. 17+32.75, 15.00RT. STA. 17+40.07, F.O.C. 354.60' STA. 14+36.62, 3.0011T. P.C.C. STA. 17+62.03, 15.0011T. STA. 17+70.97, F.O.C. 354.55' STA. 14+01.47, 3.0011T. E.C. STA. 17+69.17, 18.00RT. STA. 17+78.92, F.O.C. 354.601 STA, 13+73.14, 3.00RT. B.C, STA. 19+14.94, 18.00RT. STA. 19+24.69, F.O.C. 354.24' tQ P.R.C. STA. 19+61.22, I&OORT. STA. 19+69.31, F.O.C. 354.12' STA. 15+15.44, 3. T. P.R.C. STA. 19+68.48, 15.05RT. STA. 19+77.12, F.O.C. 354.05' 370 368 366 364 362 360 358 356 354 352 *xr,n 20+50 a2 01 ) 132' LINE TABLE LINE NO. BEARING LENGTH Li N83026'52"E 153.23' L2 N65032'23"E 1 24.29' 126 TEMP SUMP VOLUME REQD: 0.104 ACYL VOLUME PROVIDED: 0.104 ACYT. 126' 1 132' 3' �i 656 354.23 ELEV. OWS:354.23' ELEV. 354.23 ELEV. 354 ,oz0SUMP BOTTOM 30.73 ELEV. 10i pQF- /O�A]IEMPORARY SUMP DETAIL 352 , 2 SCALE: 1" = 20p 350 20+50 REQUIRED VOLUME: 0.104 AC -FT PROVIDED VOLUME 1 0. 04 AC -FT AREA: 1.174 AC C=0.59 VOLUME PROVIDED: (126*24) X 1.5 = 0.104 AC -FT VOLUME REQUIRED: 0.15 X (1.174 X 0.59) = 0.104 AC -FT LEGEND: CCON T.) LEGEND: (CONjaa CONSTIRLIC330 NOIES: RI FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. SM. T-19: CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STO. ST -1. INSTALL W31(CA) SIGN WITH OM4-3 MARKER AT LIMITS OF ON-SITE QCONSTRUCTION IF ADJACENT TRACT IS NOT CONSTRUCTED AT THE SAME "R1 -1" - STOP *W31(CA)" - END W/ 3' WINGS MR C.O.B. SM. ST -4. QCONSTRUCIT 5' DETACHED SIDEWALK PER C.O.B. STD. ST-3.TIME. REMOVE AND SALVAGE SIGN NTH CONSTRUCTION OF ADJACENT SITE. "R26(CA)- - NO PARKING A TYPICAL STREET CORNER - SEE DETAIL "3" ON SHEET 5. PARKING AREA - SEE NOTE 6. CONSTRUCT CASE "A" RAMP PER DETAIL W ON SHEET 5. D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS /-a TYPICAL STREET BULGE - SEE DETAIL "6" ON SHEET 5. CONSTRUCT 6" CONCRETE CURB WITH 12" TOTAL CURB HEIGHT 2\ 0 STORM DRAIN MANHOLE - REFER TO SEVER & STORM DRAIN PLANS PIPE SIZE AND 6" REVEAL PER DETAIL 14 ON SHEET 5. \�wj CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. 8S- UTILITY PROPOSED BLOCK WALL & LANDSCAPE -SEE SEPARATE PLANS CONSTRUCT TYPE "Aw CATCH BASIN WITH 3.5' OPENING PER S=SEWER PROPOSED STRIPINGS AND MARKINGS. MASE C.O.B. STD. D-14, UNLESS NOTED OTHERV, D=DRAIN FOR DETAILS. FURNISH AND INSTALL j - 3" BLANK CONDUIT PIPES. QPARKING AREA, 6" THICK CONCRETE -SEE DETAIL "2" ON SHEET 5\!-Wi S� SEWER - REFER TO SEWER & STORM DRAIN PLANS SECTION QMGNATION: . -�\ /4 h FURNISH AND INSTALL 2 - 2" BLANK CONDUIT PIPES. SEC110N LE7 IA PROPOSED PRIVATE ENTRANCE GATE -SEE SEPARATE PLAN (D SEWER CLEANOUT REFER TO SEWER & STORM DRAIN PLANS. FOR DETAILS. qg CONSTRUCT TYPE D-4 CURB PER CALTRANS 2010 STANDARD PLAN A87A. SEWER MANHOLE REFER TO SEWER & STORM DRAIN PLANS. CONSTRUCT 10' MEANDERING SIDEWALK PER C.O.B. SM. ST -3. G m 2 4g FURNISH AND INSTALL TRAFFIC SIGNS - SEE SHEETS SHET VVHM SEC11ON IS SHOYMM UNIT BOUNDARY CONSTRUCT 6' WIDE DETACHED SIDEWALK PER C.O.B. STD. ST -3. 9 AND 10 FOR DETAILS. a - PROPOSED SAWCUT LIMIT LINE COLORED STAMP CONCRETE SEE LANDSCAPE PLAN FOR DETAILS. ENTRY MONUMENT- SEE SEPARATE LANDSCAPING PLAN lv_.� CURVE NUMBER FOR CURVE DESCRIPTION FOR DETAILS. 0 CONSTRUCT ISLAND PASSAGE WAY WITH 2' NDE DETECTABLE WARNING (D CONSTRUCT TYPE A1-6 CURB WITH 6" REVEAL PER CALTRANS SURFACE ON 4" CONCRETE WALKWAY. FOR DETECTABLE WARNING FLOWLINE STATION -SEE TABLE 2010 STANDARD DETAILS, SEE DETAIL -4- ON SHEET 5. ITEM OF WORK - SEE CONSTRUCTION NOTES SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY THE M CONSTRUCT 5' MEANDERING SIDEWALK PER C.O.B. S. ST -3. CITY ENGINEER/DESIGN ENGINEER. E-A CONSTRUCT TYPE uMn-10" REVEAL MEDIAN CURB PER C.O.B. SM. ST -2. N 1. FOR SEWER AND STORM DRAIN - SEE SEPARATE SEWER AND STORM DRAIN PLANS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 0.40' AGGREGATE BASE OVER 1.00' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.S. SM. ST -9. 3, HOVINGHAM DRIVE (LOCAL COLLECTOR) - PAVEMENT TO BE 0.30' TYPE "B" A.C. OVER 0.40" AGGREGATE BASE OVER 1.00' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. SM. ST -9. 4. ALL CATCH BASINS TO BE TYPE "A" NTH 3.5' OPENINGS PER C.O.B. SM. D-14, UNLESS NOTED OTHERWISE. DIG. T Call: TOLL FREE 1 -8W -227-26M AT LEAST IM DAYS 6 seqmm ym w lqqmmppF UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA STA110NING TABLE MEDIAN CURB REF. NO. DESCRIPTION .- C.L. STATION E.P. ELEV. T.C. ELEV, E.C. STA. 11+07.76, 5.00 LT. 355.41' 356.24! P.C.C. STA. 12+18.08, 5.00 LT. 355.13' 355.96' B.C. STA, 12+54.22, 5.00 LT. 355.04? 355.87' E.C. STA. 12+54.22, 5.00 RT. 354.85' 355.68 P.R.C. STA. 12+18.08, 5.00 RT. 355.06' 355.89 B.C. STA. 10+97.76, 5.00 RT. 355.37' 356.20 27 P.C.C. STA. 13+73.14, 3.00LT- 354,69' 355.19' E.C. STA. 14+01.47, 3.00LT. 354.62' 355.1 T B.C. STA. 14+36.62, 3.00LT. 354.71' 355.21' E.C. STA. 14+36.62, 3.0011T. 354.69' 355.19' 31 E.C. STA. 14+01.47, 3.0011T. 354.60' 355.10' P.R.C. STA, 13+73.14, 3.00RT. 354.67' 355.17' E.C. STA. 14+75.64, 3.0MT. 354.72' 355.22' B.C. STA. 15+15.44, 3. T. 354.82' 355.32' E.C. STA. 15+15.44, 3.00RT. 354.8!' 355.31'L 01 1 B.C. STA. 14+75.64, 106RT. 354.71' J� 355.210 a2 01 ) 132' LINE TABLE LINE NO. BEARING LENGTH Li N83026'52"E 153.23' L2 N65032'23"E 1 24.29' 126 TEMP SUMP VOLUME REQD: 0.104 ACYL VOLUME PROVIDED: 0.104 ACYT. 126' 1 132' 3' �i 656 354.23 ELEV. OWS:354.23' ELEV. 354.23 ELEV. 354 ,oz0SUMP BOTTOM 30.73 ELEV. 10i pQF- /O�A]IEMPORARY SUMP DETAIL 352 , 2 SCALE: 1" = 20p 350 20+50 REQUIRED VOLUME: 0.104 AC -FT PROVIDED VOLUME 1 0. 04 AC -FT AREA: 1.174 AC C=0.59 VOLUME PROVIDED: (126*24) X 1.5 = 0.104 AC -FT VOLUME REQUIRED: 0.15 X (1.174 X 0.59) = 0.104 AC -FT LEGEND: CCON T.) LEGEND: (CONjaa CONSTIRLIC330 NOIES: RI FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. SM. T-19: CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STO. ST -1. INSTALL W31(CA) SIGN WITH OM4-3 MARKER AT LIMITS OF ON-SITE QCONSTRUCTION IF ADJACENT TRACT IS NOT CONSTRUCTED AT THE SAME "R1 -1" - STOP *W31(CA)" - END W/ 3' WINGS MR C.O.B. SM. ST -4. QCONSTRUCIT 5' DETACHED SIDEWALK PER C.O.B. STD. ST-3.TIME. REMOVE AND SALVAGE SIGN NTH CONSTRUCTION OF ADJACENT SITE. "R26(CA)- - NO PARKING A TYPICAL STREET CORNER - SEE DETAIL "3" ON SHEET 5. PARKING AREA - SEE NOTE 6. CONSTRUCT CASE "A" RAMP PER DETAIL W ON SHEET 5. D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS /-a TYPICAL STREET BULGE - SEE DETAIL "6" ON SHEET 5. CONSTRUCT 6" CONCRETE CURB WITH 12" TOTAL CURB HEIGHT 2\ 0 STORM DRAIN MANHOLE - REFER TO SEVER & STORM DRAIN PLANS PIPE SIZE AND 6" REVEAL PER DETAIL 14 ON SHEET 5. \�wj CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. 8S- UTILITY PROPOSED BLOCK WALL & LANDSCAPE -SEE SEPARATE PLANS CONSTRUCT TYPE "Aw CATCH BASIN WITH 3.5' OPENING PER S=SEWER PROPOSED STRIPINGS AND MARKINGS. MASE C.O.B. STD. D-14, UNLESS NOTED OTHERV, D=DRAIN FOR DETAILS. FURNISH AND INSTALL j - 3" BLANK CONDUIT PIPES. QPARKING AREA, 6" THICK CONCRETE -SEE DETAIL "2" ON SHEET 5\!-Wi S� SEWER - REFER TO SEWER & STORM DRAIN PLANS SECTION QMGNATION: . -�\ /4 h FURNISH AND INSTALL 2 - 2" BLANK CONDUIT PIPES. SEC110N LE7 IA PROPOSED PRIVATE ENTRANCE GATE -SEE SEPARATE PLAN (D SEWER CLEANOUT REFER TO SEWER & STORM DRAIN PLANS. FOR DETAILS. qg CONSTRUCT TYPE D-4 CURB PER CALTRANS 2010 STANDARD PLAN A87A. SEWER MANHOLE REFER TO SEWER & STORM DRAIN PLANS. CONSTRUCT 10' MEANDERING SIDEWALK PER C.O.B. SM. ST -3. G m 2 4g FURNISH AND INSTALL TRAFFIC SIGNS - SEE SHEETS SHET VVHM SEC11ON IS SHOYMM UNIT BOUNDARY CONSTRUCT 6' WIDE DETACHED SIDEWALK PER C.O.B. STD. ST -3. 9 AND 10 FOR DETAILS. a - PROPOSED SAWCUT LIMIT LINE COLORED STAMP CONCRETE SEE LANDSCAPE PLAN FOR DETAILS. ENTRY MONUMENT- SEE SEPARATE LANDSCAPING PLAN lv_.� CURVE NUMBER FOR CURVE DESCRIPTION FOR DETAILS. 0 CONSTRUCT ISLAND PASSAGE WAY WITH 2' NDE DETECTABLE WARNING (D CONSTRUCT TYPE A1-6 CURB WITH 6" REVEAL PER CALTRANS SURFACE ON 4" CONCRETE WALKWAY. FOR DETECTABLE WARNING FLOWLINE STATION -SEE TABLE 2010 STANDARD DETAILS, SEE DETAIL -4- ON SHEET 5. ITEM OF WORK - SEE CONSTRUCTION NOTES SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY THE M CONSTRUCT 5' MEANDERING SIDEWALK PER C.O.B. S. ST -3. CITY ENGINEER/DESIGN ENGINEER. E-A CONSTRUCT TYPE uMn-10" REVEAL MEDIAN CURB PER C.O.B. SM. ST -2. N 1. FOR SEWER AND STORM DRAIN - SEE SEPARATE SEWER AND STORM DRAIN PLANS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 0.40' AGGREGATE BASE OVER 1.00' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.S. SM. ST -9. 3, HOVINGHAM DRIVE (LOCAL COLLECTOR) - PAVEMENT TO BE 0.30' TYPE "B" A.C. OVER 0.40" AGGREGATE BASE OVER 1.00' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. SM. ST -9. 4. ALL CATCH BASINS TO BE TYPE "A" NTH 3.5' OPENINGS PER C.O.B. SM. D-14, UNLESS NOTED OTHERWISE. DIG. T Call: TOLL FREE 1 -8W -227-26M AT LEAST IM DAYS 6 seqmm ym w lqqmmppF UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA IIIIIIIIII U 1\1 IT I ­ - I_ 9 PEMBERLEY PASSAGE AVENUE (PRIVATE STREET) STA. 20+00.00, C.L. TO STA. 25+31.43 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL . **A" 58� Q V� ,, rte'''•• e)la� 15 00 5"� P 14 P.R.C.-P.A.F.L STA. 25+16.78, C.L 14.57LT•, PEMBERLEY PASSAGE AVE.= STA. 25+43.73, P.A.F.L. _STA. 25_+54.00, F.O.C. P.R.C. -F.O.C. _.__�.. STA. 25+18.83, C.L. 20.21LT.. PEMBERLEY PASSAGE AVE.= STA. 25+61.60, F.O.C. \ T DRIVEWAY 15 STA. 25+67.97, F.O.C. E.C. GRADE BREAK-F.O.C. STA. 25+31.43, C.L. 18001-T., PEMBERLEY PASSAGE AVE.= STA. 2574.46, F.O.C. 16 E.C. GRADE BREAK-P.A.F.L. STA. 25+31.43, C.L. 12.00LT., PEMBERLEY PASSAGE AVE.= STA. 25+58.68, P.A.F.L. 366 _ _ _ .__ _ . _ ___,__ _,. _. _._..__,_ _ __..._ ,_ ..._ .___ _ __.._.__ _ .._ ,___ _._ _ ._ ._.__. _ : _ ._ 366 w , 364 O t i r. � 00 .9 i .. _.... _. _. _w _ �t s- 364 00 N ` N N t+7! ; f M 1'17 s_. _, - _ .-! . ' t i fl. k i s ` 362 __ ___ 362 CWD ' W U- UJ W s (u j fY LaJ s _ � t w I w 7 i 7 M �C et st iJ , s i ? __..___ ____.._.___,_c_..___._ , 360 �. ____ _ _. _ ; J=____-� __�.,? __. _. �,._ _ .360 ` � qOp�".__ J y ` til O ..1 ,t` co M M Li W t �" 2( 1 D O} Q q �.j.'! 1 =0 4' G'1- �♦ ♦J�i C'J0+ QM M $ 4•`.1. 4113 ? Z + Q ; �� N Y NQ ; Mw N s I � t l x M/2 i i _._ .__...__.__.__., __._ ____ _�_._.. ___._.__.. f_..____.___...__. O_ .____.. _.__ __. _ _ . __ _._._ -__ ,__._ _ __ _ ___ _.._______.__._, ___»_.___... _ �. l„ w w. V, _.__.w...__ _ _ 7._ _ cv___i:.{ N _ ;_ _.I__ c-. t N 358 N � GROUND -__.. _u_ N_ _,_. » 358 + EXIST, o f Q t �." ---------w iWZ CENTERLINE `�- OZ W 2V LQv 'a ei Wed J 356 -- --w ci w 356 1 } i t 54-- Sa= -0.25 S- £ } - 354 SEE SHEET 2` i S 5 j _...__ 25% 2S=-0.25%1EhiEET 4 S= t ; k 352 f PROPOSED NORTH ? FLOWLINE f ....__.__ (_ _f . 4__ i_ _ 352 i I 350 s i 350 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 366 E � x � � � � � � _r _i.. £_ __{__ 366 i . , �t 364 -. __ -_. _ ..._. _ .._ _ ._ _ _ _ .__ _ , . _ . _ .--. , - 364 �- � ? � r..� -tar e-` _-c,_ f �.�._. _ �__ � }_ �'!_ i. � �__ N-- 'N- ; «.{ 2 ' i M1 M i i til N 362 _. _r,, >._ _ :__._ 362 w ¢_ M _ _ Mi M kS " W .�V t ® i w'� � �; d i Z Oi W--; i 0- € fJ O O M M M 1 ; w w w ; 360 r M M * , t t ,� .-� y� �,i �.� O 360 y� j Y� Zw ��i 1, t ~ �,�- M �Ji W 4_ i 5 1 J� L•.j; W W% O li( s N �i `"" +W=W O W6 ♦ + J J -i w i } W; J " �? ; �am� + d ,+„ ! i N ` + cl..�, a c i a- c f IST. GROUND j Utz d- w W W ; . . _ _. __...___.....____. __ _ _.__.._..__ _._.._______. ____.__w__ ------------- EX._ 358 1- _� __ ._. _._ _. _ _T._f. __ ____.____.____ _ _ N Q�.._ �_ _�__358 i a _ t___t._l rr:' N acv Gt. N t aw Z N ;``'., k _ i�._CENTERLINE °- r .4 a._. m }.._ C j d' N a[ O Gl C. G,} L'1 't ; W W W !4- L" 2 V f- t `� N '�. � is m` ''' L 3 c�i� a.a.arrl c�i� w cn! Q In, L? c~n cn Zc� m , a cn W t in aci - 41- 356 �.. �. _t 356 { ! (( l t $ f f t S < i 4 354 _- 354 sr -0.25x t S--Q.25x S=-1.02 j t 352 a s--2.24 5. _ f 2. 352 f PROPOSED SOUTH; FLOVYUN 5=2.24 ;._. _ - F i i t i E 1 r t I ; i z i i : 350 �__ ._ ____ ___ _ _ �. _ _ __.. �.______ __.. ______._ .. _. ___ �. _._ ___w___� _.._._.: ___�___� -_ _ _::.____._ . � 350 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 BREjdATIONS F.L. FLOWUNE POVC POINT ON VERTICAL CURVE C.L. CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN Pl PONT OF INTERSECTION ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC PONT OF COMPOUND CURVATURE EC END CURVE TC TOP OF CURB PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE F.O.C. FACE OF CURB A.P. ANGLE PONT P.A.F.L PARKING AREA FLOWL.INE C/G CURB & (ATTER PA L PROPERTY LINE FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. EXISTING SURVEY MONUMENT FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. FURNISH do INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. --L'D-- FURNISH & INSTALL PRIVATE STREET UGHT-5800 LUMEN "LED" TYPE. SEE DETAIL "5" ON SHEET 5. -ED FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. STD. ST -14. LINE TABLE LINE N0. BEARING I LENGTH L1 I N24'27037"W 1 126.69' STATIONING TABLE - 6" CURB REF. NO DESCRIPTION REF. NO. DESCRIPTION C.L. STATION F.O.C. STATION T.C. ELEV. Q E.C. STA. 20+91.89, 18.00LT STA. 20+98.52, F.O.C. 353.79' a NOT USED 58.12' B.C. STA. 11+11.69, 10.00LT. (3� B.C. STA. 22+13.35, 18.00LT. STA. 22+19.98, F.Q.C. 353.49' d P.R.C. STA. 22+20.49, 15.00LT. STA. 22+27.93, F.O.C. 353.42' © P.R.C. STA. 22+49.77, 15.00LT STA. 22+58.83, F.O.C. 353.42' ® E.C. STA. 22+56.92, 18.00LT. STA. 22+66.78, F.O.C. 353.50' 7 B.C. STA. 23+57.5'99, 1&OOLT. STA. 23+67.45, F.O.C. 353.75' ® P.R.C. STA. 23+70.19, 20.21LT. STA. 23+80.31, F.O.C. 353.80' ® P.R.C. STA. 20+96.97, 15.00RT. STA. 20+97.35, F.O.C. 353.73' (1�0 E.C. STA. 21+04.11, 18.00RT. STA, 21+05.30, F.O.C. 353.78' 11 NOT USED 14.95' 7.55' 19455111" [t]2 B.C. STA. 23+86.17, 18.00RT. STA, 23+87.35, F.O.C. 353.84' Q P.R.C. STA. 23+93.31, 15.00RT, STA. 23+95.30, F.O.C. 353.79' ® P.R.C. STA. 10+59.14, 35.00L T. STA. 10+59.95, F.O.C. 354.64' [i E.C. STA. 10+66.28, 38.00LT. STA. 10+67.90, F.O.C. 354.71' 0 B.C. STA. 11+02.18, 38.00LT. STA. 11+03.81, F.Q.C. 354.84' ® P.R.C. STA. 11+13.32, 39.82LT. STA. 11+15.14, F.O.C. 35480` Q P.R.C. STA. 10+58.14, 35.00RL STA, 10+58.95, F.O.C. 354.63' ® E.C. STA. 10+65.29, 38.00RT. STA. 10+66.90, F.Q.C. 354.71' 0] B.C. STA. 11+02.19, 38.00RT. STA. 11+03.80, F.O.C. 354.80' 21 P.R.C. STA. 11+13.32, 39.82RT. STA. 11+15.14, F.O.C. 354.85' LINE TABLE LINE N0. BEARING I LENGTH L1 I N24'27037"W 1 126.69' STATIONING TABLE - MEDIAN CURB CURVE TABLE REF. NO DESCRIPTION C.L. STATION E.P. ELEV. T.C. ELEV. LENGTH TANGENT STA. 10+50.00, 10.00LT. 354.62' 355.12' 68.65' E.C. STA. 10+50.00, 10.00RT 354.62' 355.12' 58.12' B.C. STA. 11+11.69, 10.00LT. 354.77' 355.27' ® E.C. STA. 11+11.69, 10.00RT. 354.77 of1 355.27' LINE TABLE LINE N0. BEARING I LENGTH L1 I N24'27037"W 1 126.69' PEMBERLEY PASSAGE AVENUE (PRIVATE SEE SHEET 2 STREET) T I 111 I 1 : Ir:l CURVE TABLE c~a N CURVE RADIUS LENGTH TANGENT DELTA 1 500.00' 68.65' 34.38' 07052'01" 2 37.00' . 58.12' 37.00' 9O'OO'00" 3 518.00' 95.19' 47.73' 10'31'46" 4 512.00' 94,09' 47.18' 10'31'46" 5 10.00' 7.95' 4.20' 45'3424" 6 37.00' 12.86' 6.50' 19'5511• M 7 43.00' 14.95' 7.55 195'11" 8 80.00' 181.29' 170,93' 129'50'22" 9 74.00' 167.69` 158.11' 129'SD'22" 10 37.00 12.86' 6.50' 19*55'11" ti 43.00' 14.95' 7.55' 19455111" 1 25.00' 47.20 34.52' 10801045" 1 .00 48$• 15,77' t 7.88 " 01'510•4 14 488.00' 2.10' 1.05' 0014'470 1 10.00' 7.99' 4.22' 45'48'06" 16 10.00' 7.95' 4.20' 45'33'19" 1 25.00' 39.27' 25.00' 90'00'00" 1 10.00' 7.95' 4.20' 4503423" 19 35.00' 11.33' 5.72' 1812'56" 00 1 i 42-00! 2 • 159.14 i 125.17 21-M5'53* 2 41.00' 13.27' 6.70' 18*32'56" 36.00' 136.41' 1 32.00' 90`00'00" 10.00' 31.42' - 180'00'00" PEMBERLEY PASSAGE AVENUE (PRIVATE SEE SHEET 2 STREET) T I 111 I 1 : Ir:l UNIT I B.C.-P.A.F.L. STA. 11+02.20, C.L. 32.00LT.= tt STA. 11+02.18, P.A.F.L. P.R.C.-P.A.F.L./ ��` 1 STA. 11+15.24, C.L.34.13LT.= Q OV �' 1 STA. 11+15.46, P.A.F.L. "'� © v o 7, J J 4 M li CO Ci 3 tL JJ LL. O/ 'd tJ vt` 1cq N 2 4.' /J Mei .99<$ + 1 3 F- ��d Ci 6 O / 0i 4 d to 1w N n An 17 P� `'%o rr`UT U R r c~a N 30' t o y , v 1\, 1 ." t-2» CONDUIT � � in t 3 Jt�id. w N i o ct� y 1 N O♦tocow co T- Ix .� Nz sra srA• p AV - SEE S TIREEr} 60 W cn UNIT I B.C.-P.A.F.L. STA. 11+02.20, C.L. 32.00LT.= tt STA. 11+02.18, P.A.F.L. P.R.C.-P.A.F.L./ ��` 1 STA. 11+15.24, C.L.34.13LT.= Q OV �' 1 STA. 11+15.46, P.A.F.L. "'� © v o 7, J J 4 M li CO Ci 3 tL JJ LL. O/ 'd tJ vt` 1cq N 2 4.' /J Mei .99<$ + 1 3 F- ��d Ci 6 O / 0i 4 d to 1w N n An 17 P� `'%o rr`UT U R r t V! SCHOOL SITr a 21 1\, 1 ." t-2» CONDUIT 4 1-3 CONDUIT t 63' --J I0� j�- . .� Nz sra srA• p AV - SEE S TIREEr} 368 366 34 6 362 360 358 356 354 352 9+ 368 366 364 362 360 358 356 354 352 9+50 1 _ -=101+. _ 4i'' M UZI %'P/L "171 f 0oo L�/ C. e 6 -LEON Ji - l 0+ 1 6 CURB P A•P.L/ F -L oORT d: io+3s• q. �" <,,• t Q�`36.40' C.L• J2.O G Q F L CRT.a cZ, 1-j , U 1\1 1 T '1 Q ^ DO www NTON COURT (PRIVATE STREET) STA. 10+00.00, C.L. TO STA. 11+26.69 C.L. SCALE: 1"= 50' HORIZONTAL 1" = 5' VERTICAL IDENTICAL POINTS 10+00 11+100 12+00 LEGEND} WONT) LEGEN : (CONT. , CONSTRUCTION NOTES: INSTALL W31 CA SIGN NTH OM4-3 MARKER AT LIMITS OF ON-SITE R1 CONSTRUCT 18 BOTTOM WIDTH DRIVEWAY Q CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. CONSTRUCTION ,IF ADJACENT TRACT IS NOT CONSTRUCTED AT THE SAME FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: � 'R1-1" - STOP "W31(CA)" -- END .,.ra W/ 3 iMNGS PER C.O.B. STD. ST -4. ® CONSTRUCT 5 DETACHED SIDEWALK PER C.O.B. STD. ST -3. TIME. REMOVE AND SALVAGE SIGN NTH CONSTRUCTION OF ADJACENT SITE. "R2s(cA}" -- NO PARKING ',I` `,`/r' 14 TYPICAL STREET CORNER - SEE DETAIL "3" ON SHEET 5. y,,; PARKING AREA ,- SEE NOTE 6. Q CONSTRUCT CASE "A" RAMP PER DETAIL "4" ON SHEET 5. -- o STORM DRAIN -- REFER TO SEWER &STORM DRAIN PLANS CONSTRUCT 6" CONCRETE CURB WITH 12" TOTAL CURB HEIGHT TYPICAL STREET BULGE -SEE DETAIL "fi" ON SHEET 5. 0 STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS PIPE SIZE Q AND 6" REVEAL PER DETAIL "1" ON SHEET 5. 16 CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. " " 8S_ UTILITY PROPOSED BLOCK WALL & LANDSCAPE -SEE SEPARATE PLANS 1 PROPOSED STRIPINGS AND MARKINGS. CONSTRUCT TYPE A CATCH BASIN WITH &5 OPENING PER S=SEWER FOR DETAILS. C.O.B. S. D-14, UNLESS NOTED OTHERWISE. D -DRAIN FURNISH AND INSTALL 3 _ 3" BLANK CONDUIT PIPES. -- • s SEWER --REFER 70 SEWER &STORM DRAIN PLANS SECTION QE�A� � PARKING AREA, 6" THICK CONCRETE -SEE DETAIL "2" ON SHEET 5. - " SECTION LETTE PRIVATE ENTRANCE GA SEPARATE PLAN 19 FURNISH AND INSTALL 2 2 BLANK CONDUIT PIPES. Q SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. FOR PROPOSED TE AN TE SEE FOR DETAILS. CONSTRUCT TYPE D-4 CURB PER CALTRANS 2010 STANDARD - A SEWER MANHOLE - REFER TO SEWER & STORM DRAIN PLANS. - �$ CONSTRUCT 10' MEANDERING SIDEWALK PER C.O.B. STD. ST -3. FLAN A87A. - 2� FURNISH AND INSTALL TRAFFIC SIGNS SEE SHEETS UNIT BOUNDARY SHET �� s1=C�� IS sFlowrN CONSTRUCT 6' WIDE DETACHED SIDEWALK PER C.O.B. STD. ST -3. 9 AND 10 FOR DETAILS. -- - -- -- -- -- PROPOSED SAWCUT LIMIT LINE O ENTRY MONUMENT- SEE SEPARATE LANDSCAPING PLAN COLORED STAMP CONCRETE -SEE LANDSCAPE PLAN FOR DETAILS. FOR DETAILS. CONSTRUCT ISLAND PASSAGE WAY WITH 2' WIDE DETECTABLE WARNING 1 CURVE NUMBER FOR CURVE DESCRIPTION " � " C� 1 CONSTRUCT TYPE Al -6 CURB WITH 6 REVEAL PER CALTRANS SURFACE ON 4 CONCRETE WALKWAY. FOR DETECTABLE WARNING 0 2010 STANDARD DETAILS, SEE DETAIL 4' ON SHEET 5. 1� FLOVYLINE STATION -SEE TABLE SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY THE ® CONSTRUCT 5' MEANDERING SIDEWALK PER C.O.B. STD. ST -3. ITEM OF WORK - SEE CONSTRUCTION NOTES CITY ENGINEER/DESIGN ENGINEER. CONSTRUCT TYPE "M"-10" REVEAL MEDIAN CURB PER C.O.B. STD. ST -2. 368 366 364 362 360 358 356 354 352 -00 368 366 364 362 360 358 356 354 352 13+00 N Qr S 1. FOR SEWER AND STORM DRAIN - SEE SEPARATE SEWER AND STORM DRAIN PLANS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 0.40' AGGREGATE BASE OVER 1.00' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 3. HOVINGHAM DRIVE (LOCAL COLLECTOR) - PAVEMENT TO BE 0.30' TYPE "B" A.C. OVER 0.40' AGGREGATE BASE OVER 1.00' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 4. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. DIG ALMT Call: TOIL FREE 1--IM-427-2600 AT LE4 ST 'IMIG DAYS WORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA / 70�'S7' HIGHCLERE WAY (PRIVATE STREET) UNIT I SEE SHEET 5 I/Ii , 1 _ _ --_•� _ _ •_•_. _ _ 38 . I I'm! -! 27 ,�1, E`, .. ` ' 11 <C 1� ' -t-A1 � �{ it N N --� � - `•• tl• �� 11 e it. (pA,� rR�, (?(19T 154 < ;58 1 8 < 1.0 No .sW 4 ! n 4 Ut+:..f0 a "'�'� I w0 O�' Zm -aQ4 �...i -�-� �f5m i ' !!� ; B.C./GRADE BREAK-P.A.F.L. ciu.� tiw tiw ZQ (*% I V� STA. 8+84.02, C.L. 12.00RT.= 4 o z ` tdi w .4 -i m o o o I m 3 ,ori v' -or--e ccs o 8' / & GRANTHAM AVE.= 1 GO7 N NN �.: w2 �A�i �:i nmt+ nn r`!r"'' 2 p < O COLO --! a O_ •'•''' N cs� M I ref OO Cd o co � 1 t STA. 8+5411$, P.A.F.L. 7 " r ;r oo m ao�. moi,} o+ i.: mmco inn oo ♦ A •� P.R.C.-P.A.F.L. I rd P< � . '<w z 1 - - o a:w � = i°. E ti �i sTq GR . 8+98 6? C.L. 14.57RT. a Q r "• +I 1 � . d a ; 4 vr` to >> $T 7 NF STA �� 1 ,a Q is as e3 W m m m oci •ac•aC as v �. t•.. �� ,►./ l ?98�� GRANTHAM AVE.- ' g " �''" m cn� i 2 ! W ' cnc�n cn . �c~n N owl . �X q •.p 3 { w mtn t -#Mi cncn o STA. 8+69.71, P.A.F.L. 2 f 9 �.!./ 6 26 n J t STq. 22s�p �• 6& �I INTERSECTION/B.C. S65.32'23"W RAD. 4 �� / �2x �'��: 6 Rc •3> STA. 9+41.88, C.L., GRANTHAM AVE.-- '�a !% 00 i -� STA. 10+00.00, C.L. HIGHCLERE WAY 8 ; ; : , , , ; f kil / _ '� ,: a 7 f' 1 r a._.'ww:. i:•i:�.o:r:v:�.r.•i•.d -.L•� *�4j, (noSTq 24� '`:4awl• C 1%. ---� -r 4 4 ... 1llrmwmwms�n2 4 5 '� I t l,! ' `o' '��'e As C, � L-0 - U 1\1 1 1 �� 0+00- • �____- L1 _ �i+ao�- �` S -� ____.� , .�i ; F Sr 4R� 41 ,44 .S --� •�, 8"s t q`Yq •� 'QCT. J 7 r*xff' lJry t ! a.►• S q } 3 `W..�I'lli l°!A • •.w• �,,! r ''^f 1`f t { ; { '� •-r.�•-r.}R•"-'4.$ `is� C 1 f .�,� F f � r� 10 t t t �L 1--. 4 �-4, �l ?X �4C I tl H ti. 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(PRIVATE STREET STA. 8+50.00 C.L. TO STA. 12+01.99 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 368 ._.__...,........__._._.__..............___...,»_..__._.....____..__...__.,___ . i t i .....__._.. 1111.__. ..._.,.._ __.._._ .. _____ _-,_.._-1__- ______..__»____ ....._� _-_._,._,....__ I __---,..._,-..._._...____. _1111._._ ___ ____ __ ___,._ _ ______.�_._�____.. , ___ __ _.-...._______... _,-_._.„,__._ .,_-____._ _.,_..____..__.. % x ._._ _._ _ i 368 66 . Z 1 , ..,..._._,...,...._..,. .__..._� _. 1111.._ .,......___.,.._y......_._.., ..__.,.-_.,..-..».,..,._.„1 r j _..__ _..__ 1__11_. 11 11 _. ..,....-__11_11. _�....._..« .. 1111.-...__..,.,. 1111.. .. -, _ r _ ._»_.__ -_ - ., .. _..- $_.._ __.__._ i , ..__ _ .,,, _- .w. 1111.-_.-,._.__ .. ..1_.1,11.. i l,._ f- _ .. 1111. -, ......,...._.._.-_... 1_111_ _ .r...-1111 _,.._.-1.1_11 ..--1111..,111.1_... ? ...1LA: V ii�� W 'f F } 11_11.. ------- 366 354.08' i i ( i 2 t STA. 11+14.79, F.O.C. vv M X' E fes' M t E• M ? t 0 ` I •�+ f0 i/T STA. 11+49.46, 18.00LT. 364 .........,_,..._.._� . -""-'"__. _,_ .__.._ .._._,,._.,..,.._.. - __ » ... , .___....._...__..,_...._...,__._.._ _ � ___..k-_.__._,Q.__.__.________.....___._�..._..__.._r___ r _ _,.__ __ ,. ' 1A ` , . _;_ __ _1__111 ._.._ ...,-._._._.1111 _r rri M M _ _�......._............ _.._ 111_1_._ 1111 -_1111.. .._.....__.-.._...__ 1111,_.11111_11_1.__ €. - S v _ _ t.. i ,...___.._..,.._,_.. _4 - 364 STA. 8+51.11, F.O.C. 354.36' Q ..x �- 1L tt't STA. 8+96.62, 20.21RT. n -"' �A > mm �y i C.3 STA. 10+45.26, 20.21RT. 362 7....-_.,._ _.,.,._...,..,_...,,__....._... ___..,_,........ _.__.-.,.1111,.... ; -.._.._'--1111.-1111. _,1111..1111...._._ __._.._ , 1.111».. M M to td" _ , _ _ _, _._ _ . __1111.. - Z , . !,� -t ._.,__._....._._1111. _"'__. _. -_. m w ; _ , i:J W W W O i.. '. - _..._...__..-1111»111_1_..- 111..1_ .__,....- _1_111.,_._,...._.,.,. m w : _..E .... , 36 2 STA. 10+68.05, F.O.C. 354.11' 11 = W STA. 10+96.27, 15.00RT. o m tom: -© Z i 4. cur c>: n �c i 360 _____ ,_._..�___....,. ._...._._.__.._._.s __ ..____.,.___,,. i ._ .. .. E __1111.___»...- ,. _ _ _.. _ ' _ _ .. .. r _ ._ _... _... __ 1111, _., _ ._..r.. _1111 _ _ ..' _... .. �'' _. .,»_..-.. ._ _____ 1111. r- __1111. 1111 o ai ,_.. ` ._ , _., ...� 1111._»1111. ..,._._..._...... _._-1111.. + m ©� _._'.. _ .. - ._„. 1111 . • .._ __ » .._.._.„.._.._.__._. 1111. 111.1_. 1111..___. ___ .....,,,._..�__.._. f �. N a• W •- w •.- m .-. i ..3.. , ., ______1111 360 358 _ _a . ,_ _ __ __ _ _ z __ _ EXIST. >{� OUND 1 a err 9 CENTERLINE •r t..i _ _ _ � a N ci a c.>- i �` W �� }�'�n 1- o fi: Z� I •c.} tiv Q .� J"` d �� ��. _..__. _ t i ? A a d a aci �.. c� I<- c..i � ; W iJj to �i E%i 'tom tai ' x__ __._.___ _..__. ___.___.__ _.__. __w._ ___.____ __ .__.__-_. 358 STA. 12+47.02, 46.94LT• STA. 12+89.35, F.O.C. f £ ,� �.. STA, 12+50.49, 59.25LT. STA. 13+02.21, F.O.C. ; ,.____.- -- � �.. .. _ P.R.C. STA. 10+45.39, 15.00LT. STA. 10+46.20, F.O.C. 354.78' - - -. _,_� ____ f ._.. f _ t X B.C. 356 i • i -__._ __. �____._,.._.,_______ _ _. 1111 t r __._�____ 1111... ., } ` i ; j i 1_111_.__._ __.. 1111_.._»_.. 111_1_..__. 1111 11_11._-.._.._.«_._...._................._..-._......_....,....._..,.._.-_._t.......__..... ..__ _ _ _ i __ _. ; i E.C. y ,..._.-1111..__ r f t 1111 _. ___-11_11_'.. ....,.__,__.__.._.,..._.._..._........_..........,..............._._._""'___....._._.d.. f s f i i X 2 t e _ ,_-111_1.. ... ..,..... ..__........_ 1111-......._.... -. ...-... 1111 -111_1 _-,....._._,....... ,. ; x i ` ` _._....�. _.,._....__. -3 -356 B.C. 3 i Y f k i I . % P.R.C. STA. 12+17.24. 15.00LT. _ J_.____.__..._...__...�,__,_......._....__.._-.._.j._..._..,..._ I K S-1 14% S=p.25� S 1 9 354�._.,s:.:.... :,.._..-.._.._.,...,__..,...__.%-.-__..._,,...,.___.._.__-i_.................__.____.._i.._____-.__._-.,-_1111_.. STA. 12+48.86, F.O.C. I -.._..,_,...v___. r _ ._.__t...__.__ ,-111__1. ..._�.-_.. _.._....._ _._.._.- _._._m __-._..______._ ..--___.........•._...__,.. ._......,..-..,....._.__.._._?_ _ 1111 so:25 _...._._...... __..�._...._.. 111_1,._ � ..._...,.,_._,._ .-.. _ _ __......__.__....... I sE Ru�rr• -i �__...-_..-_._. _....___.i i 354 B.C. f STA. 13+73.74, F.Q.C. SEE SHEET 5 U P.R.C. STA. 13+77.74, 15.00LT. STA. 13+81.69, F.O.C. ? 9 352 , - _____ __._ .___ _. _-__ __ __-_..__-_ $ t ___ t . �_ . __. ____. _._r__ . _ _ _ __ _ 2 { ». { S=-0.51% _ .4 i f 4 _ _ _, r__. _ ____.__ _____ t PROPOSED NORTH FLOWLINE ___ __ __ __. __ ____ -� _._w_._.___. .___.__ »�____._____. 4 4 f..,. _1.1.1__1__.__ 352 , is 350 s , { L_..�.�-... ...._.... _..-i.,.._...1_111.__.___-'-_1111»11_1.1_._, ........_...:..,..,..,t _�__.._____________.�.._______.��______ � ,.____�___�»_u___ _____________ i ______________1.11___1__ 1111_.. � i 11.1________1_ ___r____� _.._-_�_______M.._________. .. t.. ` 1__1.11__ ' ....._,_._....._-___...._._...,........_._._.,....._..,......__..._..___.........,...___'_-....._.._...,..,__..»....,... _._..,...,,..z 35 8+00 P.R.C. 9+00 STA. 12+60.66, F.O.C. 10+00 ffm 11+00 1 + 2 00 1300 + 368 366 364 362 360 358 356 354 352 35 0 8+00 9+00 10+00 11+00 12+00 13+00 368 366 364 362 360 358 356 354 352 350 13+50 UNE TABLE STATIONING TA13LE - 6'* CURB L1 N65"32 23s E REF. NO. DESCRIPTION C.L. STATION F.O.C. STATION T.C. ELEV. 1 P.R.C. STA. 10+22.14, 15.00Li: STA. 10+22.95, F.O.C. 354.01' Q E.C. STA. 10+29.28, 18.00LT. STA. 10+30.90, F.O.C. 354.08' [3 1 GRADE BREAK 9 P.A.F.L. STA. 11+14.79, 18.00LT. STA. 11+14.79, F.O.C. 355.01' 91 B.C. STA. 11+49.46, 18.00LT. STA. 11+51.07, F.O.C. 354.39` ® P.R.C. STA. 11+56.60, 15.00LT. STA. 11+59.02, F.O.C. 354.34! [@ B.C. STA. 8+84.02, 1 OORT. STA. 8+51.11, F.O.C. 354.36' Q P.R.C. STA. 8+96.62, 20.21RT. STA. 8+63.97, F.O.C. 354.29' ® P.R.C. STA. 10+45.26, 20.21RT. STA. 10+45.26, F.O.C. 354.11' ® P.R.C. STA. 10+59.39, 18.03RL STA. 10+59.65, F.O.C. 354.15 f[�jfl,1 P.R.C. STA. 10+66.97, 1 &02RT. STA. 10+68.05, F.O.C. 354.11' 11 P.R.C. STA. 10+96.27, 15.00RT. STA. 10+98.98, F.O.C. 354.18' ® GRADE BREAK 9 P.&F.L. STA. 11+14.80, 18.00RT. STA. 11+14.80, F.O.C. 355.01' [13 I.E.C. 10.001 STA. 11+03.41, I8.00RT. STA. 11+06.93, F.O.C. 354.26' 1[j4 B.C. STA. 11+27.56, 18.00RT. STA. 11+31.09, F.O.C. 354.32' 1g P.R.C. STA. 11+40.17, 20.21RT. STA 11+43.95, F.O.C. 354.37' aN P.R.C. STA. 12+47.02, 46.94LT• STA. 12+89.35, F.O.C. 354.86' 1[]7 E.C. STA, 12+50.49, 59.25LT. STA. 13+02.21, F.O.C. 354.91' 19 P.R.C. STA. 10+45.39, 15.00LT. STA. 10+46.20, F.O.C. 354.78' @ E.C. STA. 10+52.54, MOOLT. STA. 10+54.15, F.O.C. 354.85' I B.C. STA. 11+32.65, MO1LT. STA, 11+34.26, F.O.C. 354.97' 21 I E.C. I STA. 11+80.02, I&OO-T. STA. 11+79.93, F.O.C. 354.85' ® 1 B.C. STA. 12+10.10, 18.00LT. STA. 12+10.01, F.O.C. 354.77' P.R.C. STA. 12+17.24. 15.00LT. STA. 12+17.96, F.O.C. 354.70' 9 P.R.C. STA. i2+46.52, 15.00LT. STA. 12+48.86, F.O.C. 354.62' ® E.C. STA. 12+53.67, 18.001-T. STA. 12+56.81, F.O.C. 354.67' ® B.C. STA. 13+70.60, 18.00LT. STA. 13+73.74, F.Q.C. 354.37' U P.R.C. STA. 13+77.74, 15.00LT. STA. 13+81.69, F.O.C. 354.30' 9 B.C. STA. 11+32.65, 18.0ORT. STA. 11+32.65, F.O.C. 354:97' ® E.C. STA. 11+80.02, 18.OiRT. STA. 11+81.73, F.O.C. 354.84' ® B.C. STA. 12+20.10, WORT. STA. 12+21.81, F.O.C. 354.74' 31 P.R.C. STA. 12+27.24, 15.00RT. STA. 12+29.76. F.O.C. 354.67' ® P.R.C. STA. 12+56.52, 15.00RT. STA. 12+60.66, F.O.C. 354.59' ffm E.C. STA. 12+63.67, 18.00RT. STA. 12+68.61, F.O.C. 354.64' �]4 I B.C. STA. 13+42.02, 18.00RT. STA. 13+46.96. F.O.C. 354.44' UNE TABLE LINE NO. BEARING LENGTH L1 N65"32 23s E 201.99• • L2 N01i442N E • 132.65' 2 L3 I SO4`11'00"E 219.86' 23 ,.0 22 21 N 4 % LV cn I U J\11T I 1 37 1 %" 11136 In I i J 1\1 1 IT 1 FIN10 1,4 , -4 In -4 (PRIVATE STREET) STA. 10+00.00, C.L. TO STA. 14+58.00 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL da I D I inN 1 10 �. - -- -- -.---_ \c I L -'I,- N N _.__.___.___.__.,__.____.___._._.__.__..._...___,__..v_..__._._.__,.___._..___.._.__...,__. ____ N__.__.____._.__. ___._.._.__.__.___.__._.____..__._:_.__.._.__.»__.,___...,_._._.____,___..__._._.___._._..__,.____._._._._____ ____w___.___._____.__.._._--.,..______,____.___-r.,___._...-_.._,_..._..,-M_-__.__..,.,.,_-__._____...._ ___.,-,.._.__._.-,_,__-_... w -.,______..___w.._.__..-___; 37o W : :370 i ( ! ? 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M '� I e�- to !f i c9 Q "� ; Q( i ! .q t[f A i M i M M .8 I11. _____ ___.__... _ M M M 4 > . > ;._...____,...... _11.11_--,..._.._.__. .`_.____._..__.._.1_,�..._..,.__._....._..,. 11_1_1__ ____ .. _ _1__11_1_.. __111_1_..____. ,._..._...__.. .�._.___.___ __....___._..__.. _.. .�_ 11_11_..___ __111.1 _.._........_ .._.__._...._ 1.111. i J 1_1_11..._ ._....:_,..___ _...,_.__;.._,.._ 11__11.., _,._....:.. ........._ ..,.2..._ 1.111_ _ 1111. _.. _.�_ __..__ ._.._ __._ 364 i 4___.____._ Y W, ___�..- __ 364 Z ='� W i T CA f am _t 0�I. V Z30CW N W J - ;�' i -.t t ..+� W W M m � m ``' w� mo ,i f s Wcoi0 i� a m , Y - v n ., �_. _, _ __.. u�__.'_ __._.__._ _.. _� _ _ _.____1_.__..__....._. M____ .______»_ l_..__. ._.________._ __..._ _.___ _.._______. ci,__..,___., to /may\M� . - Se I l______'___' r tt� r "y F' ____-1111,_--" __. _._.v..._._....._ . �__..�._..._..._.._., _1_ 111....._ ..,_ .......___.,_...._- - ' _ ._, i «j 362M Y ti __. _ �, __: _ , �, W 362 �: N i CQ i Z M i i tt: + {. F t.i `s i n rL M to > Y r M i M � d i } ren a V W + S � Q i E 2 M i� !^ n' { ..d �++� C9 • m + s 4 •) i a- Q Z ht W CV W tit m e--. ' __.. ____ _.. _. .. _ _ __.._ _ _ _. _ _.M___ ___,._ __ _. » _ _.._._ __ .-1111. _ 360 W t,, ; - _ EXIST. _ GR{iLiPid -_. 4 k _ 360 t •a d- o z =. Q i I c t a a l a 9 CENTERLIN a ate'... 4''" c'' *' a .t; ¢ •C v I m m w to 4i i c3 z . t` r or Ww a cn . is I— i z W - - ,ir m H- w m2 , v V W m t- W N m- f �_ -t--- i �� : E _.__ _._...._...___.._..._.__._..- 1111 4i _.._w__ _1111.___._. ___11.1.1__ _111__1___.. __ ._.._ ____1_111__., __1_111.___..___ _......_._._..___ _._-____ _._._ 1.1__11_ _1111_ _111_1_.__.._ __. __, _1111.___ _.._ __.._____.__ 358 ---i-- _. t -; i . 358 I F j t � { i t I f i t t t t t : -_____"" _.__,_____.w.___._ __,_ w.__ _-____._ __.__... __._.______ _w_____. 1111__- ____ _.__- .__..-._..__. ,. .__._ _1._111.._____ .._,- ________-_... __________._._ _ _r __..__.____w __ ..__.__...__.._,.__. ____ _ .. _ w ______._ ._,__ _._. 356 _ , _ , _._ _____»__... m _ _1111__ - 356 2 r 1 , i t r I ; S=0.25 i S=-t1.25� E r i i 5.._ _ 5.-- .2 ? ,___,.___.,......,._ ___-__1111_._.. __.____.._..__._.;-..__...._.w_._._.-.;._._._�.______.. , _ .� _. _. ._....�...._ 354 _ . _____,___..._...._ ____._.__._._�__- _-__._ �___ __,___�__ _111.1_._____ _..r._.__ t r _ __ __,a._._______.Y.__._______..__ __,. _!__ 354 ^• f , . S=-0;25 1� T •--'_ S=1.14 S .. 1111 PROP ST FL WLIN E OSEO WE 0 E E SH 3 1 I; { ------ i-__ ------ - 1111". .. j.-.-._ 352 __. _.___ _1____11__1. ; _ __ 352 t s t i ij f y c -___., -._........._.._.._•M__..__....___.___...,.... ..._...._.._--.-..-...-;.__.....___...»._..___...i.,.._.._....._....._...,__...._J.._........._.._-..,,..,._._-...:.-__..._......._..,-,--; 25 24 UVATE STREET) SEE SHEET 4 FUTURE lS(__':H00L SITE JJ\J1 J 1 HIGHCLERE WAY (PRIVATE STREET) STA. 10+00.00 C.L. TO STA. 15+11.32 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL sem: PEMBERLEY io PASSAGE AVENUE im (PRIVATE STREET) T) SEE SHEET 2 PASSAGE AVENUE (PRIVATE STREET) SEE SHEET 3 e e `fie•. 7 _.,_.._....._.. ,._.,..,_..__.,_.. _ _..._,_ _._ ._ _,._.._______«.. _.._......_ _ _.._..._ __.._. __ __....__.__... _............._._. a_ __. Y, _... _ __.__. 370 _ ___ ___ .. �__ __ ___ _ ____�_. _._ ___ ___.. . _ 370 ! i _. ! E i 4 E 1 1 s f E i ! ' ! 358 � � ____ __.__._�_.._.�__._._._.v�_.,_...___._.�.._.�_ ._.____.._:._._...._.___._. _.__.�____ __ ._._.._..._ ___._.M ...... . __.._.....�__.. ._...._.._v___. - �/� � 368 F f WRQ s ...366 366_ r Ina t r , 364 _;_ ____ _- __,_ ;_.� _ _ --_._ r _._ 364 Q W ; # i _E W ZaOi W r i ,� M r X J i ? m J J �S� J 3 LX± .e! 4 gat W � W ��, W ? j V' CK W w N7 1 tMg t[� s i[1 M s ! -_...,,�i�'___.___;_�.._..p...____.....f._____..__......_._,_.__.____,._._...._F_ �._..____ __.__._. __._ �.._..._.__.___..:..._..,_....____,._._.#_.__.._,__..._ i._ _.__._.,____.._! ps_..._.�.._p�._�._,; tom,...___.._ �____,.____._,.. _._,.-._ _.______ __.,_.._...___ ___.._._.__.,__.__.__.._ _. .._.__.__. _� �...d'1�..r.�. _e-_ M_.s'4 _..,__ _ 362 «� ; . __ _. a J� o r ;: 362 f 4 ? "J Sp {"+ Idt'" Lt- # ! �y `: coo w i W W 40 J J i u W i '�' t, S } v Q z r + ( �s W ia 360 a 3601 EXIST. 3 10 CENTERLINE cirQ-• ; t c ! s Z U �. v tai to w i.3 to cn ward vi w iii to iri to •- .- M w } 1 , s r 358 - __ _ - -- -- -- - 35 j.. _ r_. ._;,...._._. _ _ . y_ _ + � �. y._ .�_ �-- _� 3-. -atm=,.;_._�,:,.,....,.�,�•,...�,.. __,___„�.,. r E a i t t _.. , 356356 S--6.25 S_0. 5354 354 '"YE SHEET 4 t PROPOSED WEST' FLOWLIN i _=-0.659: I , t ! 352 �-__...., �_.. _ __ _ : _ __ ,_ _ �_ �__..____ __.___ ____._nw __ ___�.._ r_ .__._.�.__ _ }- 352 k 1 ; I i i { 1 ! 1 , E E 350 9+50 10+00 11+00 12+00 13+00 14+00 15+00 15+50 370 370 _._._. S - ?i 368 368 ! a 366 t \ M t ------ a� 366 t _ _ . .. _. _ ___ ..___,. _ ._ ,._._.__ ___._ _.. 364 .- __. _ :_�.. _ _.___ _._.__ �,.__ Q__.. �_ _._�_ _ ...___ _ �_ . _ . ___ � _ , � _ _ _ __ _ _ _ __,_,._ . ��; -- 364 ZIMZ ji t a i �• f ; J t I Wri w M z M 1t1 � i tti . i '. .. '. .... .. ` _ ... ..._ _ . _ . __ .: _ .,.. _._ ..._. __ _.___ ._.._.... .._: _. ".._.__ _ _�. _.__ ._ .______ 1. _..._..._._...,.._. ..__�.,_._.._ _,.__..,,.. _ ._...__.._....,._.__....._......_.._.....,..._..__.,,_,_s_.....,.___._..... ___..- .. _.._.... .. _.... . .. .....,..., __..,........_...._. 362 -__� ._,,r, ._,,�_ ...� _-_.-_, w.�.... W_.____..�.__.�_._ _.___._..__._{ ______._.__. _._. _..__.._, ; w. _._...____ .> _.._.. _____._ _.. _ _,_,_. _ _ ._... _ __ � . , � �,� __�,.... _.. 362 M Ii1 {n to. p _ _. Y , _ * ; i i �� as co M? N? _. _ 8 .J 4� O W s� -� P, c4 (y�� + > �' `�„•' �./.. ii7 1 'r i j 3 aG t[7 ; f i i ('6' © lw La W i ( r J W W r �t 7 � p ______ .____._ _._ ,._.__.._________a 360 + _______ _�_ . _____.___ ____ . _ �,n___ _ _ _.; _ r-�- f 360 s w w w �' a EXIST. CN�OUND _ _ __(. _CL � ( 4 a a d ©� •- g CENTERLINE ' z� �-' �, �,.. ( i } ! �/► y1� , to to r•- 4i t 3 V t Y• ( � Q V V / t �.% i i S i 358 M , _ ; _ �, _ - -- -- - -- -- -- - - ` 358 4 t s 356 356 __ r -0.25 S- 0.25X t , E _._ __ __ _ __. _.,__._,__.,_._ 354 ; - 354 S-0.51% 0.51 PROPOSED EAST FLOWUNE s s S=-1.02% r , 352 . _ _ __ _ . _ _ _ f . _.__ ._ � _.___._ _._.._� ._m.____._ .___.._.___ __ - 352 E i ( 350 � i � s ,__.___,_----- ' � � � a__ ...... , . _ _._ _ 35 9+50 10+00 11+00 12+00 13+00 14+00 15+00 15+50 A_B15REMAI)ONS F.L. FLOWLINE POVC POINT ON VERTICAL CURVE C.L. CENTERLINE SVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGN CURB RETURN PI POINT OF INTERSECTION ECR END CURB RETURN PRC POINT G� REVERSE CURVATURE SC 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 F.O.C. FACE OF CURB A.P. ANGLE POINT P.A.F.L. PARKING AREA FLOWLINE C/G CURB & GUTTER P/L PROPERTY LINE FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. EXISTING SURVEY MONUMENT FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.R. STD. T-1. <Z>- FURNISH & INSTALL PRIVATE STREET UG HT -5800 LUMEN "LED" TYPE. SEE DETAIL "5" INV SHEET 5. -- D FURNISH & INSTALL STREET UGIT --9500 LUMEN PER C.O.B. STD. ST -14. � 1 LINE TABLE LINE NO. BEARING LENGTH L1 N6532'230E 201.99' L2 N0114'42"E 132.65' L3 S0411'00"E 219.86' SINGLE FIXTURE (5800 LUMEN) r 2% A NOTES: MAX SIDEWALK J 1. AS SITE CONDITIONS DICTATE, CASE A THROUGH CASE G CURB RAMPS MAY SIDEWALK 2% BE USED FOR CORNER INSTALLA11O NS SIMILAR TO THOSE SHOWN IN ? _ __A - SEE NOTES MAX DETAIL B. THE CASE OF CURB RAMPS USED IN DETAIL A DO NOT HAVE TO SEE �r g 10 AND 11 s z x FRONT EDGE BE THE SAME. CASE A THROUGH CASE G CURB RAMPS ALSO MAY BE USED NOTES 7 NOTE 7 v SIDEWALK AT MID BLOCK LOCATIONS, AS SITE CON0111ONS DICTATE. - FRONT - 2. IF DISTANCE FROM CURB TO BACK OF SIDEWALK IS TOO SHORT TO EDGE OF 6" ACCOMMODATE RAMP AND 4'--0" PLATFORM (LANDING) AS SHOWN IN CASE A, SIDEWALK Typ THE SIDEWALK MAY BE DEPRESSED LONGITUDINALLY AS INCASE B. OR C OR 2 MAY BE WIDENED AS IN CASE D. 00 0 3. WHEN RAMP IS LOCATED IN CENTER OF CURB RETURN, CROSSWALK oo RETAINING n a O° -� "� 0000000 x CURB {BOTH CONFIGURATION MUST BE SIMILAR TO THAT SHOWN FOR DETAIL B. 00000 10% MAX °0 10% MAX °`D0000� SIDES OF 4. AS SITE CONDITIONS DICTATE, THE RETAINING CURB SIDE AND THE FLARED AT CURB o AT CURB RAMP) SIDE OF THE CASE G RAMP SMALL BE CONSTRUCTED IN REVERSED POSITION. 5. IF LOCATED ON A CURVE, THE SIDES OF THE RAMP NEED NOT BE PARALLEL, A 5'-0 MINS SEE NOTES BUT THE MINIMUM WIDTH OF THE RAMP SHALL BE 4'-0". A 10 AND 11 6. SIDE SLOPE OF RAMP FLARES VARY UNIFORMLY FROM A MAXIMUM OF 10% AT MIN CURB TO CONFORM WITH LONGITUDINAL SIDEWALK SLOPE ADJACENT TO TOP OF CASE A CASE F THE RAMP, EXCEPT IN CASE C AND CASE F. 7. THE CURB RAMP SHALL BE OUTUNED, AS SHOWN, WITH A 1`-0" WIDE BORDER WITH 1/4" GROOVES APPROXIMATELY 3/4" ON CENTER. SEE GUTTER 4" GROOVING DETAIL. FLOWLINE TOP OF RAMP 4'-0" MIN / 1/4- 8. TRANSITIONS FROM RAMPS AND LANDING TO WALKS, GUTTERS OR STREETS ROUNDED APPROXIMATELY 3 --.�, �� 1 /4p SHALL BE FLUSH AND FREE OF ABRUPT CHANGES. 22a MAX�-� .� .� 9• MAXIMUM SLOPES OF ADJOINING GUTTERS, THE ROAD SURFACE IMMEDIATELY 8.33% MAX ' ADJACENT TO THE CURB RAMP OR ACCESSIBLE ROUTE SHALL NOT EXCEED SEE �� � 5ECT,�ON A- A 5 PERCENT WITHIN 4'-0" � THE TOP AND BOTTOM OF THE CURB RAMP. GROOVING DETAIL 10. CURB RAMPS MALL HAVE A DETECTABLE WARNING SURFACE THAT EXTENDS THE FULL WIDTH AND 3' DEEP STARTING FROM THE BACK OF THE CURB. DETECTABLE WARNING SURFACES SHALL CONFORM TO THE DETAILS ON THIS PLAN AND THE REQUIREMENTS IN THE SPECIAL PROVISIONS. Q a 11. THE EDGE THE OETECTABL E WARNING SURFACE NEAREST THE STREET a SHALL BE BETWEEN 6" FROM THE GUTTER FLOWLINE. 04 1.67" TO 2.35"Ann QQ Q 0.45" 0 12. SIDEWALK AND RAMP THICKNESS, "T", SHALL BE 3.5" MINIMUM. CENTER TO TOP DIA---! CENTER SPACING Q ® 0 13. UTILITY PULL BOXES, MANHOLES, VAULTS AND ALL OTHER UTILITY FACILITIES RAISED TRUNCATED0.9" - WITHIN THE BOUNDARIES OF THE CURB RAMP WILL BE RELOCATED OR BASE DIA ADJUSTED TO GRADE BY THE OWNER PRIOR TO, OR IN CONJUNCTION WITH, DOME PATTERN (IN -LIN 0 CURB RAMP CONSTRUCTION. DETECTABLE DARNING SURFACE 14. FOR RETROFIT CONDITIONS, REMOVAL AND REPLACEMENT OF CURB APRON RAISED TRUNCATED DOME WILL BE AT THE CONTRACTOR'S OPTION, UNLESS OTHERWISE SHOWN ON SEE NOTE 10 PROJECT PLANS. CURB RAMPDETAIL 114" ..I_I 1 III .- -.L 01111 11 I . I ■rl - I-i�l.�� l MII�� SCALE: NONE IN ACCORDANCE WITH EXPANSION JOINT CALTRANS STD. A88A AT SIDEWALKS. M DOUBLE FIXTURE (9500 LUMEN r STREET-11_ILIGHT DETAIL . .l � IWMI I 1���111�1��• NO SCALE SIZE LIGHT FROST CURVE TABLE 8 CURB CURVE RADIUS LENGTH TANGENT DELTA 1 37.00' 58.12' 37.00' 90'009OO" 2 37.00' 12.86' 6.50' 19'55'11" 3 43.00' 14,95' 7.55' 19'55'11" 4 10.00' 7.95' 4.20' 45'34'23" 5 1 25.00' 35.45 21.45' 8114'51" 6 25.00' 39.27' 25.00' 9Ow00" 7 25.00' 1. 47.20' 1 34.52' 108'10'45" SINGLE FIXTURE (5800 LUMEN) r 2% A NOTES: MAX SIDEWALK J 1. AS SITE CONDITIONS DICTATE, CASE A THROUGH CASE G CURB RAMPS MAY SIDEWALK 2% BE USED FOR CORNER INSTALLA11O NS SIMILAR TO THOSE SHOWN IN ? _ __A - SEE NOTES MAX DETAIL B. THE CASE OF CURB RAMPS USED IN DETAIL A DO NOT HAVE TO SEE �r g 10 AND 11 s z x FRONT EDGE BE THE SAME. CASE A THROUGH CASE G CURB RAMPS ALSO MAY BE USED NOTES 7 NOTE 7 v SIDEWALK AT MID BLOCK LOCATIONS, AS SITE CON0111ONS DICTATE. - FRONT - 2. IF DISTANCE FROM CURB TO BACK OF SIDEWALK IS TOO SHORT TO EDGE OF 6" ACCOMMODATE RAMP AND 4'--0" PLATFORM (LANDING) AS SHOWN IN CASE A, SIDEWALK Typ THE SIDEWALK MAY BE DEPRESSED LONGITUDINALLY AS INCASE B. OR C OR 2 MAY BE WIDENED AS IN CASE D. 00 0 3. WHEN RAMP IS LOCATED IN CENTER OF CURB RETURN, CROSSWALK oo RETAINING n a O° -� "� 0000000 x CURB {BOTH CONFIGURATION MUST BE SIMILAR TO THAT SHOWN FOR DETAIL B. 00000 10% MAX °0 10% MAX °`D0000� SIDES OF 4. AS SITE CONDITIONS DICTATE, THE RETAINING CURB SIDE AND THE FLARED AT CURB o AT CURB RAMP) SIDE OF THE CASE G RAMP SMALL BE CONSTRUCTED IN REVERSED POSITION. 5. IF LOCATED ON A CURVE, THE SIDES OF THE RAMP NEED NOT BE PARALLEL, A 5'-0 MINS SEE NOTES BUT THE MINIMUM WIDTH OF THE RAMP SHALL BE 4'-0". A 10 AND 11 6. SIDE SLOPE OF RAMP FLARES VARY UNIFORMLY FROM A MAXIMUM OF 10% AT MIN CURB TO CONFORM WITH LONGITUDINAL SIDEWALK SLOPE ADJACENT TO TOP OF CASE A CASE F THE RAMP, EXCEPT IN CASE C AND CASE F. 7. THE CURB RAMP SHALL BE OUTUNED, AS SHOWN, WITH A 1`-0" WIDE BORDER WITH 1/4" GROOVES APPROXIMATELY 3/4" ON CENTER. SEE GUTTER 4" GROOVING DETAIL. FLOWLINE TOP OF RAMP 4'-0" MIN / 1/4- 8. TRANSITIONS FROM RAMPS AND LANDING TO WALKS, GUTTERS OR STREETS ROUNDED APPROXIMATELY 3 --.�, �� 1 /4p SHALL BE FLUSH AND FREE OF ABRUPT CHANGES. 22a MAX�-� .� .� 9• MAXIMUM SLOPES OF ADJOINING GUTTERS, THE ROAD SURFACE IMMEDIATELY 8.33% MAX ' ADJACENT TO THE CURB RAMP OR ACCESSIBLE ROUTE SHALL NOT EXCEED SEE �� � 5ECT,�ON A- A 5 PERCENT WITHIN 4'-0" � THE TOP AND BOTTOM OF THE CURB RAMP. GROOVING DETAIL 10. CURB RAMPS MALL HAVE A DETECTABLE WARNING SURFACE THAT EXTENDS THE FULL WIDTH AND 3' DEEP STARTING FROM THE BACK OF THE CURB. DETECTABLE WARNING SURFACES SHALL CONFORM TO THE DETAILS ON THIS PLAN AND THE REQUIREMENTS IN THE SPECIAL PROVISIONS. Q a 11. THE EDGE THE OETECTABL E WARNING SURFACE NEAREST THE STREET a SHALL BE BETWEEN 6" FROM THE GUTTER FLOWLINE. 04 1.67" TO 2.35"Ann QQ Q 0.45" 0 12. SIDEWALK AND RAMP THICKNESS, "T", SHALL BE 3.5" MINIMUM. CENTER TO TOP DIA---! CENTER SPACING Q ® 0 13. UTILITY PULL BOXES, MANHOLES, VAULTS AND ALL OTHER UTILITY FACILITIES RAISED TRUNCATED0.9" - WITHIN THE BOUNDARIES OF THE CURB RAMP WILL BE RELOCATED OR BASE DIA ADJUSTED TO GRADE BY THE OWNER PRIOR TO, OR IN CONJUNCTION WITH, DOME PATTERN (IN -LIN 0 CURB RAMP CONSTRUCTION. DETECTABLE DARNING SURFACE 14. FOR RETROFIT CONDITIONS, REMOVAL AND REPLACEMENT OF CURB APRON RAISED TRUNCATED DOME WILL BE AT THE CONTRACTOR'S OPTION, UNLESS OTHERWISE SHOWN ON SEE NOTE 10 PROJECT PLANS. CURB RAMPDETAIL 114" ..I_I 1 III .- -.L 01111 11 I . I ■rl - I-i�l.�� l MII�� SCALE: NONE IN ACCORDANCE WITH EXPANSION JOINT CALTRANS STD. A88A AT SIDEWALKS. M DOUBLE FIXTURE (9500 LUMEN r STREET-11_ILIGHT DETAIL . .l � IWMI I 1���111�1��• NO SCALE SIZE LIGHT FROST STATIONING TABLE -- 8 CURB STERNBERG REF. NO. DESCRIPTION C.L. STATION F.O.C. STATION T.C. ELEV. Q E.C. STA. 10+57.86, 18.00LT. STA. 10+57.86, F.O.C. 354.36' 22 B.C. STA. 12+32.81, 18.00LT. STA. 12+32.81, F.O.C. 354.80' © P.R.C. STA. 12+39.95, 15.00LT. STA. 12+40.76, F.O.C. 354.75' 41� P.R.C. STA. 12+69.24, 15.00LT. STA. 12+71.66. F.Q.C. 354.75' []5 .Ex. STA. 12+76.38, 18.00LT. STA. 12+79.61, F.O.C. 354.80' 6Q B.C. STA. 14+51.33, I&OOLT. STA. 14+54.56, F.O.C. 354.35' []7 P.R.C. STA. 14+58.47, 15.00LT. STA, 14+62.51, F.O.C. 354.28' ® P.R.C. STA. 10+22.14, 15.00RT. STA. 10+22.95, F.O.C. 354.21' 9Q E.C. STA. 10+29.28, 18.00RT. STA. 10+30.90, F.O.C. 354.28' ® GRADE BREAK STA. 12+54.59, 18.0ORT. STA. 12+56.21, F.O.C. 354.85' 11 B.C. STA. 14+33.94, MOORT. STA. 14+35.55, F.O.C. 354.40' P.R.C. STA. 14+41.08, 15.00RT. STA. 14+43.50, F.O.C. 354.33' SINGLE FIXTURE (5800 LUMEN) r 2% A NOTES: MAX SIDEWALK J 1. AS SITE CONDITIONS DICTATE, CASE A THROUGH CASE G CURB RAMPS MAY SIDEWALK 2% BE USED FOR CORNER INSTALLA11O NS SIMILAR TO THOSE SHOWN IN ? _ __A - SEE NOTES MAX DETAIL B. THE CASE OF CURB RAMPS USED IN DETAIL A DO NOT HAVE TO SEE �r g 10 AND 11 s z x FRONT EDGE BE THE SAME. CASE A THROUGH CASE G CURB RAMPS ALSO MAY BE USED NOTES 7 NOTE 7 v SIDEWALK AT MID BLOCK LOCATIONS, AS SITE CON0111ONS DICTATE. - FRONT - 2. IF DISTANCE FROM CURB TO BACK OF SIDEWALK IS TOO SHORT TO EDGE OF 6" ACCOMMODATE RAMP AND 4'--0" PLATFORM (LANDING) AS SHOWN IN CASE A, SIDEWALK Typ THE SIDEWALK MAY BE DEPRESSED LONGITUDINALLY AS INCASE B. OR C OR 2 MAY BE WIDENED AS IN CASE D. 00 0 3. WHEN RAMP IS LOCATED IN CENTER OF CURB RETURN, CROSSWALK oo RETAINING n a O° -� "� 0000000 x CURB {BOTH CONFIGURATION MUST BE SIMILAR TO THAT SHOWN FOR DETAIL B. 00000 10% MAX °0 10% MAX °`D0000� SIDES OF 4. AS SITE CONDITIONS DICTATE, THE RETAINING CURB SIDE AND THE FLARED AT CURB o AT CURB RAMP) SIDE OF THE CASE G RAMP SMALL BE CONSTRUCTED IN REVERSED POSITION. 5. IF LOCATED ON A CURVE, THE SIDES OF THE RAMP NEED NOT BE PARALLEL, A 5'-0 MINS SEE NOTES BUT THE MINIMUM WIDTH OF THE RAMP SHALL BE 4'-0". A 10 AND 11 6. SIDE SLOPE OF RAMP FLARES VARY UNIFORMLY FROM A MAXIMUM OF 10% AT MIN CURB TO CONFORM WITH LONGITUDINAL SIDEWALK SLOPE ADJACENT TO TOP OF CASE A CASE F THE RAMP, EXCEPT IN CASE C AND CASE F. 7. THE CURB RAMP SHALL BE OUTUNED, AS SHOWN, WITH A 1`-0" WIDE BORDER WITH 1/4" GROOVES APPROXIMATELY 3/4" ON CENTER. SEE GUTTER 4" GROOVING DETAIL. FLOWLINE TOP OF RAMP 4'-0" MIN / 1/4- 8. TRANSITIONS FROM RAMPS AND LANDING TO WALKS, GUTTERS OR STREETS ROUNDED APPROXIMATELY 3 --.�, �� 1 /4p SHALL BE FLUSH AND FREE OF ABRUPT CHANGES. 22a MAX�-� .� .� 9• MAXIMUM SLOPES OF ADJOINING GUTTERS, THE ROAD SURFACE IMMEDIATELY 8.33% MAX ' ADJACENT TO THE CURB RAMP OR ACCESSIBLE ROUTE SHALL NOT EXCEED SEE �� � 5ECT,�ON A- A 5 PERCENT WITHIN 4'-0" � THE TOP AND BOTTOM OF THE CURB RAMP. GROOVING DETAIL 10. CURB RAMPS MALL HAVE A DETECTABLE WARNING SURFACE THAT EXTENDS THE FULL WIDTH AND 3' DEEP STARTING FROM THE BACK OF THE CURB. DETECTABLE WARNING SURFACES SHALL CONFORM TO THE DETAILS ON THIS PLAN AND THE REQUIREMENTS IN THE SPECIAL PROVISIONS. Q a 11. THE EDGE THE OETECTABL E WARNING SURFACE NEAREST THE STREET a SHALL BE BETWEEN 6" FROM THE GUTTER FLOWLINE. 04 1.67" TO 2.35"Ann QQ Q 0.45" 0 12. SIDEWALK AND RAMP THICKNESS, "T", SHALL BE 3.5" MINIMUM. CENTER TO TOP DIA---! CENTER SPACING Q ® 0 13. UTILITY PULL BOXES, MANHOLES, VAULTS AND ALL OTHER UTILITY FACILITIES RAISED TRUNCATED0.9" - WITHIN THE BOUNDARIES OF THE CURB RAMP WILL BE RELOCATED OR BASE DIA ADJUSTED TO GRADE BY THE OWNER PRIOR TO, OR IN CONJUNCTION WITH, DOME PATTERN (IN -LIN 0 CURB RAMP CONSTRUCTION. DETECTABLE DARNING SURFACE 14. FOR RETROFIT CONDITIONS, REMOVAL AND REPLACEMENT OF CURB APRON RAISED TRUNCATED DOME WILL BE AT THE CONTRACTOR'S OPTION, UNLESS OTHERWISE SHOWN ON SEE NOTE 10 PROJECT PLANS. CURB RAMPDETAIL 114" ..I_I 1 III .- -.L 01111 11 I . I ■rl - I-i�l.�� l MII�� SCALE: NONE IN ACCORDANCE WITH EXPANSION JOINT CALTRANS STD. A88A AT SIDEWALKS. M DOUBLE FIXTURE (9500 LUMEN r STREET-11_ILIGHT DETAIL . .l � IWMI I 1���111�1��• NO SCALE SIZE LIGHT FROST FIXTURE -i v STERNBERG STERNBERG 14' BARRINGTON POLE OLD TOWN a- 2% 5214FP14 A850SRLED STERNBERG STERNBERG 24' BARRINGTON POLE OLD TOWN 5214FP24 A850100HPS 30" 10" RADIUS .IGHT BASE 6" SLAB SEE C.O.B. STD ST -14 (4) 1/2" x 18" x 3" .dC ANCHOR BOLTS ( 4) YL" x 18 to 8" x 3" 4 ANCHOR BOLTS Y ANCHOR LAYOUT MANUFACTURER STREET LIGHT PIER DESIGN- NO SCALE DETAIL "5" STREEIIIGHT DETAIL. N.r.s. ND: (,CObIT ) LUEND: (co CObISTRUCTION ,NOTES: INSTALL W31 CA SIGN WITH OM4--3 MARKER AT LIMITS OF ON-SITE R1 FURNISH & INSTALL TRAFFIC SIGNS PER C.A.B. STD. T 19: r CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY " " --a » p p � � = _ W/ S WINGS PER C.O.B. S. ST -4. CONSTRUCT TYPE B CURB &GUTTER PER C.O.B. STD. ST -1. CONSTRUCTION IF ADJACENT TRACT is NOT CONSTRUCTED AT THE SAME R1-1 -STOP w31{CA) -END CONSTRUCT 5' DETACHED SIDEWALK PER C.O.B. STD. ST -3. TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT SITE. "R2fi{CA)" -� NO PARKING t: ;'';.` PARKING AREA -SEE NOTE 6. QTYPICAL STREET CORNER -SEE DETAIL "3" ON SHEET 5. ��'�`'��:''��� � CONSTRUCT CASE "A" RAMP PER DETAIL "4" ON SHEET 5. - - STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS CONSTRUCT 6" CONCRETE CURB WITH 12" TOTAL CURB HEIGHT 1$ TYPICAL STREET BULGE - SEE DETAIL "6" ON SHEET 5. 0 STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANSPIPE S ZE � AND 6" REVEAL PER DETAIL "1" ON SHEET 5. 1S CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. " » 8� UTILITY 5 PROPOSED BLOCK WALL & LANDSCAPE -SEE SEPARATE PLANS PROPOSED STRIPINGS AND MARKINGS. CONSTRUCT TYPE A CATCH BASIN WITH 3.5 OPENING PER S=SEWER FOR DETAILS. C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. D=DRAIN " BLANK CONDUIT PIPES. 6 PARKING AREA, 6" THICK CONCRETE SEE DETAIL "2" ON SHEET 5.0 FURNISH AND INSTALL 3 - 3 --- • S SEWER - REFER TO SEWER & STORM DRAIN PLANS SECj� DE U�1ION. " SEC110N LE 19 FURNISH AND INSTALL 2 - 2 BLANK CONDUIT PIPES. 0 SEWER CLEANOUT - REFER TO SEWER & STEM DRAIN PLANS. fl FOR DETAILS. LS. PRIVATE ENTRANCE GATE -SEE SEPARATE PLAN qq CONSTRUCT TYPE D-4 CURB PER CALTRANS 2010 STANDARD FOR DE 0 SEWER MANHOLE - REFER TO SEWER & STORM DRAIN PLANS. - _ 2 ' CONSTRUCT 10' MEANDERING SIDEWALK PER C.O.B. STD. ST -3. PLAN A67A. SHEET *ORE SECIION IS SHOWN 21 FURNISH AND INSTALL TRAFFIC SIGNS - SEE SHEETS Tn � �£ - w v *% k %ow UNIT BOUNDARY 9� CONSTRUCT 6 WIDE DETACHED SIDEWALK PER C.O.B. STD. ST -3. 9 AND 10 FOR DETAILS. -- -- -- --- -- -- -- -- -- -- PROPOSED SAWCUT LIMIT LINE 0 ENTRY MONUMENT- SEE SEPARATE LANDSCAPING PLAN COLORED STAMP CONCRETE - SEE LANDSCAPE PLAN FOR DETAILS. CURVE NUMBER FOR CURVE OESCRtPTION FOR DETAILS. CONSTRUCT ISLAND PASSAGE WAY WITH 2' WIDE DETECTABLE WARNING 1 � 1 CONSTRUCT TYPE Al -6 CURB WITH 6" REVEAL PER CALTRANS SURFACE ON 4" CONCRETE WALKWAY. FOR DETECTABLE WARNING O FLOWLINE STATION -SEE TABLE 2010 STANDARD DETAILS, SEE DETAIL 4" ON SHEET 5. Q SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY THE `�`�/ CONSTRUCT 5' MEANDERING SIDEWALK PER C.O.B. STD. ST -3. ® ITEM OF WORK -SEE CONSTRUCTION NOTES CITY ENGINEER/DESIGN ENGINEER. " " CONSTRUCT TYPE M -10» REVEAL MEDIAN CURB PER C.O.B. STD. ST -2. =10' i i 1 7 01 P.A.F.L, i 12' I CONCRETE WALK, WHERE OCCURS. iv FINISH GRADE t FCONCRETE IN 2 IN PARKING AREAS 777 E L (SEE ETAIL 2 THIS 3 � c CLASS -8- CONCRETE (5 SACK) z EXPANSION JOINTS EA. 30 WEAKENED PLANE JTS. EA. 15' ` ` ~� POUR ON COMPACTED SUMME 9" DETAIL "1 " 6" CONCRETE CURB. R=10'•-P.A.F.L. i 5° MN i 0 N LOT SIDE in 5' SIDEWALK DETAIL "3" TYPICAL CORNER. N. T. LOT SIDE 5' SIDEWALK ,�"P/L E R=10 n, \-; PRIVATE STREET DETAIL. " 6" TYPICAL BULGE. I N.T.S. 1. FOR SEWER AND STORM DRAIN - SEE SEPARATE SEWER AND STORM DRAIN PLANS. 2. LOCAL STREETS PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 0.40' AGGREGATE BASE OVER 1.00' COMPACTED O.G. TO BE COMPACTED TO 959 RELATIVE DENSITY PER C.O.B. STD. ST -9. 3. HOVINGHAM DRIVE (LOCAL COLLECTOR) - PAVEMENT TO BE 0.30' TYPE "B" A.C. OVER 0.40' AGGREGATE BASE OVER 1.00' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 4. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 6" CONCRETE CURB SEE DETAIL 1 M _D-1 AT Fj KT Cat TOLL FREE -BW-227-2600 AT LEai M DAM'S BEFORE YOU = UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 0 M cr_ Q o O z w I W U M w ap J �- w w C) cwn %_., cv W w Q m 70 0 2' 6' PROPOSED -i v A. C. PAVING SEE TREETO SSECTION � CROSSS a- 2% fit. UD_ 3 o(}f... : .-. f �r 2" 0.50' TYPE "A" CONC. 0.50' COMPACTED O.G. TO 95% RELATIVE DENSITY DETAIL "2" PARKING ,AREAIfL.OIVIILINE 0 N.T.S. 1. FOR SEWER AND STORM DRAIN - SEE SEPARATE SEWER AND STORM DRAIN PLANS. 2. LOCAL STREETS PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 0.40' AGGREGATE BASE OVER 1.00' COMPACTED O.G. TO BE COMPACTED TO 959 RELATIVE DENSITY PER C.O.B. STD. ST -9. 3. HOVINGHAM DRIVE (LOCAL COLLECTOR) - PAVEMENT TO BE 0.30' TYPE "B" A.C. OVER 0.40' AGGREGATE BASE OVER 1.00' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 4. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 6" CONCRETE CURB SEE DETAIL 1 M _D-1 AT Fj KT Cat TOLL FREE -BW-227-2600 AT LEai M DAM'S BEFORE YOU = UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 0 M cr_ Q o O z w I W U M w ap J �- w w C) cwn %_., cv W w Q m 70 0 / / �, 74p_j`,� .1 CL .z I tti z 3:: 0 I I W c Lu °-' uj � r � t N -� cn 4=5 lig F- i F - I is I I / / �, 74p_j`,� .1 CL .z tti z 3:: 0 W c Lu °-' uj � r � t N -� cn 4=5 Z F- 4c F - / / �, 74p_j`,� 1/1000, i P A� •� R��M�� P i� 374 372 370 368 366 364 362 360 358 356 354 17+50 q N V r al.,4_ T r NT, T R, 7 2 5 6 UINIT m 0 A 111 ;01 kv_j (LOCAL COLLECTOR) STA. 18+22.09 C.L. TO STA. 23+20.31 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL eMiriF,m.21 of oi5 SuBpO�kET Er lkv FO. T NMS i 015 LEGEND: 6BBREVIATION5 F.L. FLOWUNE POVC POINT ON VERTICAL CURVE C.L. CENTERUNE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE EC END CURVE TC TOP OF CURB PIVC POINT OF INTERSEC11ON TP TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE F.O.C. FACE OF CURB A.P. ANGLE POINT P.A.F.L. PARKING AREA FLOWLINE C/G CURB & GUTTER PA PROPERTY UNE FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. @ EXISTING SURVEY MONUMENT FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. --�- FURNISH & INSTALL PRIVATE STREET LIGHT -5800 LUMEN "LED" TYPE. SEE DETAIL "5" ON SHEET 5. --ED - FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. STD. ST -14. 374 372 370 368 366 364 362 360 358 356 35 19+00 21+00 23+00 374 372 370 � 368 366 � 364 362 � 360 358 356 24+00 wi STATIONING TABLE -- MEDIAN CURB CURVE REF. NO. DESCRIPTION C.L. STATION E.P. ELEV. T.C. ELEV. 1 Q B.C. If. c. STA. 19+35.02, 6.00LT STA. +90.91, S0LT. 356.12' 361,63 356.95' 2.46' 3[] B.C. o 361.75' 362.58' ® E.C. STA. 23+02.81, 13.50RT. 361.75 362.58' 5 B.C. STA. +90.9113.50RT STA. 19+25.75, 12.00RT. 361.63' 356.16' 362.46' 356.99' [7 GRADE BREAK PROJECTION STA. 20+41.27, 6.00LT 356.89' 357.72' ® ' STA. 22+14.56, 6.00LT 360.73' 361.56' 9[] GRADE BREAK PROJECTION STA. 22+14.56, 12.00RT. a 361.55' nQ. GRADE BREAK PROJECTION .R.C. STA. 20+41.33, 12.00RT. STA. 22+9. 5-6, 6. LT. 356.96' 360.88' 357.79' 361.71' 12 P.R.C. STA. 22+30.31, 6.75LT. 360.91' 361.74' 13 P.C.C. . 360.94' 361.77' ® VERT. CURVE 360.87' 361.70' J VERT CURVEco STA. 22+30.26, 12.75RT 360.90' 361.73' 1fi jP.R.C. 10.00' STA. 22+33.89, 13.50RT. 360.93' 361.76- 15 10.00' 4.14' 2.10' 23'4259" i6 r Z 57.02' 28.52' ro5o 17 10.00' mI� 1.70 19.71'16" 18 ui m 3.68' 1.86' 21905'58" 19 987.50' 56.25' 28.13' 03'15'49" Ilk 14, 14� (S, � N w COL J ' r 100.00 ) 0 to J w c 100 ON I M co r Lo2 cel N -q O 04 ^ C1 - MI) w N ao Lo N Qs wo p a + NN f`► � O w O (o I[7 co r, N + N Ln CCN O M c tocn O w to N ix Q M> 00 M +w�= U LL :3 D N to cc N CQ N i M co >+� w a + + CL L W cc co W ta- Nm w O ~ a a co + °° , N' c 000 PROPOSED ST FLO -- NE m o. -7' M M co .'-- + tC O CEN1E UNE w � a'35 a aQ r - m W ' 0- (n + °0 �- -- i r/,� -- - -- ---- -- - - o `� w - -- - c.S v a m ccn 5 2.5 10.75% 5,1.39 EAST FLOWLIN CL LEGEND: 6BBREVIATION5 F.L. FLOWUNE POVC POINT ON VERTICAL CURVE C.L. CENTERUNE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE EC END CURVE TC TOP OF CURB PIVC POINT OF INTERSEC11ON TP TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE F.O.C. FACE OF CURB A.P. ANGLE POINT P.A.F.L. PARKING AREA FLOWLINE C/G CURB & GUTTER PA PROPERTY UNE FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. @ EXISTING SURVEY MONUMENT FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. --�- FURNISH & INSTALL PRIVATE STREET LIGHT -5800 LUMEN "LED" TYPE. SEE DETAIL "5" ON SHEET 5. --ED - FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. STD. ST -14. 374 372 370 368 366 364 362 360 358 356 35 19+00 21+00 23+00 374 372 370 � 368 366 � 364 362 � 360 358 356 24+00 wi STATIONING TABLE -- MEDIAN CURB CURVE REF. NO. DESCRIPTION C.L. STATION E.P. ELEV. T.C. ELEV. 1 Q B.C. If. c. STA. 19+35.02, 6.00LT STA. +90.91, S0LT. 356.12' 361,63 356.95' 2.46' 3[] B.C. STA. 23+02.81, 7.50LT. 361.75' 362.58' ® E.C. STA. 23+02.81, 13.50RT. 361.75 362.58' 5 B.C. STA. +90.9113.50RT STA. 19+25.75, 12.00RT. 361.63' 356.16' 362.46' 356.99' [7 GRADE BREAK PROJECTION STA. 20+41.27, 6.00LT 356.89' 357.72' ® ' STA. 22+14.56, 6.00LT 360.73' 361.56' 9[] GRADE BREAK PROJECTION STA. 22+14.56, 12.00RT. 360.72' 361.55' nQ. GRADE BREAK PROJECTION .R.C. STA. 20+41.33, 12.00RT. STA. 22+9. 5-6, 6. LT. 356.96' 360.88' 357.79' 361.71' 12 P.R.C. STA. 22+30.31, 6.75LT. 360.91' 361.74' 13 P.C.C. STA. 22+34.32, 7.50LT. 360.94' 361.77' ® P.C.C. STA. 22+26.94, 12.00RT 360.87' 361.70' 15 VERT CURVEco STA. 22+30.26, 12.75RT 360.90' 361.73' 1fi jP.R.C. 10.00' STA. 22+33.89, 13.50RT. 360.93' 361.76- 15 10.00' 4.14' 2.10' 23'4259" i6 o 57.02' 28.52' ro5o 17 10.00' 3.38' 1.70 19.71'16" 18 ui m 3.68' 1.86' 21905'58" 19 987.50' 56.25' 28.13' 03'15'49" Ilk 14, 14� 14, � N J 100.00 to J w c T. CURE cel r w - .- w N ao N Qs f`► too w O (o I[7 co r, N + N Ln O M tocn O w N ix Q M> M N N CQ N i >+� w W _ ta- (o w O ~ a N' 000 � m o. -7' M co .'-- + tC O ob .- w � aQ r vQ ' + °0 i N o `� w . c.S v a m ccn 5 2.5 PROPOS EAST FLOWLIN CL acna. C6 in _ -- - -- -- - 0 NO CENTER NE S=0.6o"%7 4 18+00 19+00 20+00 21+00 22+00 23+00 is y FAI 3 STATIONING TABLE -- MEDIAN CURB CURVE REF. NO. DESCRIPTION C.L. STATION E.P. ELEV. T.C. ELEV. 1 Q B.C. If. c. STA. 19+35.02, 6.00LT STA. +90.91, S0LT. 356.12' 361,63 356.95' 2.46' 3[] B.C. STA. 23+02.81, 7.50LT. 361.75' 362.58' ® E.C. STA. 23+02.81, 13.50RT. 361.75 362.58' 5 B.C. STA. +90.9113.50RT STA. 19+25.75, 12.00RT. 361.63' 356.16' 362.46' 356.99' [7 GRADE BREAK PROJECTION STA. 20+41.27, 6.00LT 356.89' 357.72' ® GRADE BREAK PROJECTION STA. 22+14.56, 6.00LT 360.73' 361.56' 9[] GRADE BREAK PROJECTION STA. 22+14.56, 12.00RT. 360.72' 361.55' 41110 GRADE BREAK PROJECTION .R.C. STA. 20+41.33, 12.00RT. STA. 22+9. 5-6, 6. LT. 356.96' 360.88' 357.79' 361.71' 12 P.R.C. STA. 22+30.31, 6.75LT. 360.91' 361.74' 13 P.C.C. STA. 22+34.32, 7.50LT. 360.94' 361.77' ® P.C.C. STA. 22+26.94, 12.00RT 360.87' 361.70' 15 P.R.C. STA. 22+30.26, 12.75RT 360.90' 361.73' 1fi jP.R.C. 10.00' STA. 22+33.89, 13.50RT. 360.93' 361.76- 3 374 R/W CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 1 50.00' 42.81' 22.82' 49'03'28" 2 65.00' 1.02' 0.51' 00'53'54" 3 40.00' 26.44' 13.73' 37*5242" 4 100.00' 6.44' 3.22' 03'41'16" 5 1031.00' 185.46' 92.98' 10'1824" 6 30.00' 47.12' 30.00' 90'00'00" 7 30.00' 47.12' 30.00' 90900'00" 8 40.00' 38.55' 20.92' 5513'17" 9 65.00' 7.16' 3.59' 06'18'52" 10 111007. 60.00' me my& 49 93.29' 26.19' 147. 47909'23" 16'41'1 i 10.50' 32.99' - 180'00'00" 13 989.00' 297.58' 149.92' 17'14'23" 14 10.00' 3.86' 1.96' 22'07'54" 15 10.00' 4.14' 2.10' 23'4259" i6 1007.00' 57.02' 28.52' 03'14'21" 17 10.00' 3.38' 1.70 19.71'16" 18 10.00' 3.68' 1.86' 21905'58" 19 987.50' 56.25' 28.13' 03'15'49" Ilk 14, 14� 14, � 374 R/W 372 I 18' 370 W LANDSCAPING & 10' z 368 1 MULTI-PURPOSE TRAIL o I MAY MEANDER WITHIN LANDSCAPE AREA 366 I 2% 364 8 0 362 360 358 356 354 24+00 48' 22.5' LANE y o a o 0 0 0°0°o°o°a°o°o°o°oo0 0000000°0°0 w0 cn �o 96' RIGH -OF-WAY 7.5' 13.5' 21' LANDSCAPE MEDIAN t-- 0.30' A.C. PAVING 0.40' AGG. BASE LEGEND: (CONT.) LEGEND: .(CONT. CONSTRUCTION NOTES: INSTALL W31(CA) SIGN WITH OM4--3 MARKER AT LIMITS OF ON-SITE R1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY -.�-- " " " - W/ 3 WINGS PER C.O.B. SID. ST-4.��, CONSTRUCT TYPE B CURB &GUTTER PER C.O.B. STD. ST -1. © CONSTRUCTION IF ADJACENT TRACT IS NOT CONSTRUCTED AT THE SAME R1-1 - STOP w31(cA) END 2 CONSTRUCT 5' DETACHED SIDEWALK PER C.O.B. STD. ST -3. TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT SITE. "R26(CA)" - NO PARKING - 14 TYPICAL STREET CORNER - SEE DETAIL "3" ON SHEET 5. PARKING AREA SEE NOTE 6. CONSTRUCT CASE "A" RAMP PER DETAIL "4" ON SHEET 5. 0 - - o STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS O " " 15 TYPICAL STREET BULGE - SEE DETAIL "6" ON SHEET 5. CONSTRUCT 6 CONCRETE CURB WITH 12 TOTAL CURB HEIGHT Q 0 STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS PIPE SIZE AND 6" REVEAL PER DETAIL "1" ON SHEET 5. 16 CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. 8 UTILITY 5 PROPOSED BLOCK WALL & LANDSCAPE -SEE SEPARATE PLANS 1 PROPOSED STRIPINGS AND MARKINGS. CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER S=SEWER O C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. D=DRAIN FOR DETAILS. " 6 REA, 6" THICK CONCRETE -SEE DETAIL "2" ON SHEET 5.18 FURNISH AND INSTALL 3 - 3 BLANK CONDUIT PIPES. PARKING A --- • S SEWER - REFER TO SEWER & STORM DRAIN PLANS SECT(O DESIGNATION: C% _ " SECTION LE C7 - FURNISH AND INSTALL 2 2 BLANK CONDUIT PIPES. © SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. 7 PROPOSED PRIVATE ENTRANCE GATE -SEE SEPARATE PLAN, A FOR DETAILS. � CONSTRUCT TYPE D-4 CURB PER CALTRANS 2010 STANDARD - - - - - - PLAN A87A. SEWER MANHOLE - REFER TO SEWER & STORM DRAIN PLANS. 2 CONSTRUCT 10' MEANDERING SIDEWALK PER C.O.B. STD. ST -3. 21 FURNISH AND INSTALL TRAFFIC SIGNS -SEE SHEETS SHEET WHERE SECTION IS SHOWN , O UNIT BOUNDARY /9 CONSTRUCT 6 WIDE DETACHED SIDEWALK PER C.Q.B. STD. ST -3. 9 AND 10 FOR DETAILS. �* - - -- -- - -- - - - -- -- -- PROPOSED SAWCUT LIMIT UNE 10 ENTRY MONUMENT- SEE SEPARATE LANDSCAPING PLAN COLORED STAMP CONCRETE SEE LANDSCAPE PLAN FOR DETAILS. Q FOR DETAILS. CONSTRUCT ISLAND PASSAGE WAY WITH 2' WIDE DETECTABLE WARNING 1 CURVE NUMBER FOR CURVE DESCRIPTION T 1-6 CURB WITH 6" REVEAL PER CALTRANS ® " WALKWAY. F R D DETECTABLE WARNING Q 11 CONSTRUCT TYPE A SURFACE ON 4 CONCRETE0 ETEC E N 1 O 2010 STANDARD DETAILS, SEE DETAIL 4" ON SHEET 5. ❑ FLOWUNE STATION -SEE TABLE 0SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY THE �J CONSTRUCT 5' MEANDERING SIDEWALK PER C.O.B. STD. ST -3. ® ITEM of WORK - SEE coNSTRucrloN NOTES CITY ENGINEER/DESIGN ENGINEER. " " ® CONSTRUCT TYPE M -10" REVEAL MEDIAN CURB PER C.O.B. STD. ST -2. 48' 22.5' LANE A" ROGER A McINTOSH DATE R.C.E. 33322 ' (('� RIAN P. SHAW DATE R.C.E. 32178 b� Q o. z P Q V 0 0 0 0 0 0 o a o 0 0 0 0o°o°ao 0 SECTION A SCALE: 130 =10' 6 R = 59 TI =6 STREET SECTION LOCAL COLLECTOR (PUBLIC STREET) HOVINGHAM DRIVE R/W 12 i No ---•--� z z LANDSCAPE o AREA AND { 1 5 SIDEWALK I 1.00' COMPACTED SUBGRADE COMPACTED TO 95% NOTES: 1. FOR SEWER AND STORM DRAIN - SEE SEPARATE SEWER AND STORM DRAIN PLANS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 0.40' AGGREGATE BASE OVER 1.00' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 3. HOVINGHAM DRIVE `(LOCAL COLLECTOR) - PAVEMENT TO BE 0.30' TYPE "B" A.C. OVER 0.40' AGGREGATE BASE OVER 1.00' COMPACTED O.G. TO BE COMPACTED TO 957 RELATIVE DENSITY PER C.O.B. STD. ST -9. 4. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 1.1-7255 DIG A ER& Call: TOLL FREE 00 �0LEAST • DAYS BEFOREDIG UNDERGROUND OF •CALIFORNIA • r - z W =) O- WWC'4z C26 tij< mu.j"o LjQh� , Lj <C Ld - CL w P2%_�T NEW , DETAIL "1" CIRCLE, @ ROUNDABOUT TMLE SCALE: t" = 20' LINE No. � LENGTH NOTE: STATIONING ARE BASED ON HOVINGHAM DRIVE a N45'03'09'w 36.87 41' 7' 34! STAMP CONCRETE VAR1E5 rm 4: R1l -- 0.30' A.C. 0.40' CL 11 AGG. BASE - 1.00' COMPACTED SUBGRADE COMPACTED TO 95% OF MAXIMUM DENSITY LEGEND: ABBREVIATIONS F.L. FLOWLINE POVC POINT ON VERTICAL CURVE G.L. 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 F.O.C. FACE OF CURB A.P. ANGLE POINT P.A.F.L. PARKING AREA FLOWLINE C/G CURB & GUTTER PA PROPERTY LINE FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST =13. EXISTING SURVEY MONUMENT FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. -<Z>- FURNISH & INSTALL PRIVATE STREET UGHT-5800 LUMEN "LED" TYPE. SEE DETAIL "5" ON SHEET 5. -E�) FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. STD. ST --14. 41' 34' fG CONCRETE REF. NO. .28 2©.. 4% C.L. STATION E.P./F.C. ELEV. T.C. ELEV. [D fE INTERSECTION STA. 18+22.09, C.L. HOVINGHAM DR.= STA. 10+00.00, C.L. PEMBERLEY PASSAGE AVE. - - Q y STA. 18+58.96, C.L. HOVINGHAM DR. - - TC T.C.(0-4 CURB)/E.P. STA. 18+63.34, C.L. HOVINGHAM DR. EP m I a :r T.C.(TYPE "A1-6" CURB)/F.C. a .. ;; .r PAV NEW WENT ® T.G(D-4 CURB)/E.P. STA. 18+09.77, C.L. 39.11RT. HOVINGHAM DR. c�lei ti 356.64' = , T.C.(TYPE "A1-6" CURB)/F.C. STA. 18+11.88, C.L. 32.43RT. HOVINGHAM DR. 356.79' F.C. Lai 1.00' T.C.(0-4 CURB)/E.P. STA. 17+81.09, C.L. HOVINGHAM DR. 356.51' E.P. 356.84' 0.50TYPE A CONC. T.C.(TYPE "A1-6" CURB)/F.C. STA. 17+88.09, C.L. HOVINGHAM DR. 0,50' COMPACTED SUBGRADE 357.49' ® COMPACTED TO 95% OF STA. 18+35.84, C.L. 38.63LT. HOVINGHAM DR. 355.79 E.P. MAXIMUM DENSITY i0 T.C.(TYPE "A1-6" CURB/F.C. A SECTION 356.27' F.C. 356.77' 7 SCALE: 1 "-10' R = 59 SECTION LE } 11 = 6 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. ol� c / F0� ePG- 4 UJI W LLI w N >uj :Qv� UJj ujI / a. rei ONG HOVINGHAM DRIVE .SPLITTER ISLAND 'A' @ ROUNDABOUT SCALE: 1' = 10' SPLITTER ISLAND "B" ROUNDABOUT �AiG� QP SCALE: 1" = 10' 011 l SPLITTER ISLAND 'C' @ROUNDABOUT scaF: r = in GINGHAM DRIVE � PEMBERLEY PASSAGE AVE. STATIONING TABLE REF. NO. DESCRIPTION C.L. STATION E.P./F.C. ELEV. T.C. ELEV. [D fE INTERSECTION STA. 18+22.09, C.L. HOVINGHAM DR.= STA. 10+00.00, C.L. PEMBERLEY PASSAGE AVE. - - [ B.C. 565'29'38"W RAD. STA. 18+58.96, C.L. HOVINGHAM DR. - - [�3 T.C.(0-4 CURB)/E.P. STA. 18+63.34, C.L. HOVINGHAM DR. 356.67' E.P. 357.00' 1 1.00' T.C.(TYPE "A1-6" CURB)/F.C. STA. 18+56.09, C.L. HOVINGHAM DR. 357.10' F.C. 357.60' ® T.G(D-4 CURB)/E.P. STA. 18+09.77, C.L. 39.11RT. HOVINGHAM DR. 356.31' E.P. 356.64' ® T.C.(TYPE "A1-6" CURB)/F.C. STA. 18+11.88, C.L. 32.43RT. HOVINGHAM DR. 356.79' F.C. 357.29' 1.00' T.C.(0-4 CURB)/E.P. STA. 17+81.09, C.L. HOVINGHAM DR. 356.51' E.P. 356.84' ® T.C.(TYPE "A1-6" CURB)/F.C. STA. 17+88.09, C.L. HOVINGHAM DR. 356.99' F.C. 357.49' ® T.C.(D-4 CURB)//E.P. STA. 18+35.84, C.L. 38.63LT. HOVINGHAM DR. 355.79 E.P. 356.12' i0 T.C.(TYPE "A1-6" CURB/F.C. STA. 18+33.32, C.L. 32.09LL HOVINGHAM DR.1 356.27' F.C. 356.77' E�ENO: (CONT) CURVE LEGEND: LENGTH (CO RI C22 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19:k 4.57' CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY 87'22'28" C23 "R1-1" - STOP "W31(CA)" - END 2.03' Wj 3' WINGS PER C.O.B. STD. ST -4. 11631'37" C24 "R2 CA " - NO PARKING 30.45' 15.31' 14`32'23" C25 1 1.00' 1.50' PARKING AREA - SEE NOTE 6. - - o C26 STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS 1.56' 0.99' 89.31'28" 0 1.00' STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS PIPE SIZE 86'36'21" C7 1.00' 1.60' 8� u nuTY 9155'16" C8 CONSTRUCT TYPE A CATCH BASIN WITH 3.5 OPENING PER " " 1.57' S=SEWER 90'00'00" C9 C.O.B. STD. D-14. UNLESS NOTED OTHERWISE. 24.69' D -DRAIN s CIO SEWER -- REFER TO SEWER & STORM DRAIN PLANS 2.02' SECMON-DESIGNATION: 115'36'06" C11 3.00 4.30' SECTION LE } C12 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. 1.52' T 87`16'14" C13 SEWER MANHOLE --� REFER TO SEWER & STORM DRAIN PLANS. 1.57` 2 nm z % P* m mm www aw w_ UNIT BOUNDARY �` 1.00' SPIFFY LAMER£ SECTKK3(NN IS SHORAN - - -- -- -- -- -- -- -- -- -- PROPOSED SAWCUT LIMIT UNE C15 61.00' 10.44' (D1 CURVE NUMBER FOR CURVE DESCRIPTION C16 1.00' 1.94' 1.47' FLOWLINE STATION - SEE TABLE C17 3.00' 4.59' 2.88' ITEM OF WORK - SEE CONSTRUCTION NOTES C18 1.00' CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C22 3.00' 4.57' 2.87' 87'22'28" C23 1.00' 2.03' 1.62' 11631'37" C24 120.00' 30.45' 15.31' 14`32'23" C25 1 1.00' 1.50' 0.93' 85'42'05" C26 1 1.00' 1.56' 0.99' 89.31'28" SPLITTER ISLAND 'D' @ ROUND ABOUT, SCALE: 1" = 10' CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA Cl 1.00, 1.57' 1.00' 89'48'21" C2 t.00' 1.59' 1.02' 91'12'01" C3 93.00' 12.45' 6.24' 7'4O'23'` C4 1.00° 1.98' 1.53' 113030'20" C5 3.00' 4.36' 2.67' 83'17'41" C6 1.00' 1.51' 0.94' 86'36'21" C7 1.00' 1.60' 1.03' 9155'16" C8 1.00' 1.57' 1:00' 90'00'00" C9 80.00' 24.69' 12.44' 17940'54" CIO 1.00' 2.02' 1.59` 115'36'06" C11 3.00 4.30' 2.61' 8210448" C12 1.00' 1.52' 0.95' 87`16'14" C13 1.00' 1.57` 0.99' 89`42'08" C14 1.00' 1.55 0.98' 88'33'53" C15 61.00' 10.44' 5.23' 9'4832" C16 1.00' 1.94' 1.47' 111'22'00" C17 3.00' 4.59' 2.88' 87'41'18" C18 1.00' 1.43' 0.87' 81 054'54" C19 1.00' 1.55' 0.98' 88'46'57" C20 1.00' 1.58' 1.01' 90'46'24" COIN MU,� N N!QTEFI: INSTALL W31(CA) SIGN WTH OM4-3 MARKER AT LIMITS OF ON-SITE 0 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST --1. CONSTRUCTION IF ADJACENT TRACT IS NOT CONSTRUCTED AT THE SAME NQIFS 1. FOR SEWER AND STORM DRAIN - SEE SEPARATE SEWER AND STORM DRAIN PLANS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 0.40' AGGREGATE BASE OVER 1.00' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 3. HOVINGHAM DRIVE (LOCAL COLLECTOR) - PAVEMENT TO BE 0.30' TYPE "B" A.C. OVER 0.40' AGGREGATE BASE OVER 1.00' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.Q.B. STD. ST -9. 4. ALL CATCH BASINS. TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D--14, UNLESS NOTED OTHERIMSE. DICj AT f 9) Call: TOLL FREE 1-80-227-26M AT LEM IMO DAYS 8€FORE YW DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA CONSTRUCT 5' DETACHED SIDEWALK PER C.O.B. STD. ST -3. CONSTRUCT CASE „ A" RAMP PER DETAIL „ 4„ ON SHEET 5. CONSTRUCT 6" CONCRETE CURB WITH 12" TOTAL CURB HEIGHT AND 6" REVEAL PER DETAIL "1" ON SHEET 5. 14 ' S 16 TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT SITE. TYPICAL STREET CORNER -SEE DETAIL "3" ON SHEET 5. TYPICAL STREET BULGE -SEE DETAIL "fi" ON SHEET 5. CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD. ST -3, DESCRIP11ON PROPOSED BLOCK WALL & LANDSCAPE -SEE SEPARATE PLANS FOR DETAILS. 18 PARKING AREA, 6" THICK CONCRETE --SEE DETAIL "2" ON SHEET 5. 19 PROPOSED STRIPINGS AND MARKINGS. FURNISH AND INSTALL 3 - 3" BLANK CONDUIT PIPES. FURNISH AND INSTALL 1- 6" AND 1- 2" BLANK CONDUIT PIPE. \�! PROPOSED PRIVATE ENTRANCE GATE --SEE SEPARATE PLAN FOR DETAILS. CONSTRUCT 10' MEANDERING SIDEWALK PER C.O.B. STD. ST -3. 21 CONSTRUCT TYPE D-4 CURB PER CALTRANS 2010 STANDARD PLAN A87A. FURNISH AND INSTALL TRAFFIC SIGNS - SEE SHEETS �9 1 D 0 CONSTRUCT 6' WIDE DETACHED SIDEWALK PER C.O.B. STD. ST -3. ENTRY MONUMENT- SEE SEPARATE LANDSCAPING PLAN FOR DETAILS. q9CONSTRUCT 9 AND 10 FOR DETAILS. - COLORED STAMP CONCRETE SEE LANDSCAPE PLAN FOR DETAILS. ISLAND PASSAGE WAY NTH 2' WIDE DETECTABLE WARNING �.I CONSTRUCT TYPE Al -6 CURB WITH 6 REVEAL PER CALTRANS i SURFACE ON 4 CONCRETE WALKWAY. FOR DETECTABLE WARNING STA. 19+23.08, C.L. 3.98LT. HOVINGHAM DR. 2010 STANDARD CENTER 1.0' RADIUS DETAILS, SEE DETAIL "4" ON SHEET 5. fad SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY THE STA. 19+22,09, C.L. 5.001-T. HOVINGHAM OR. CONSTRUCT 5' MEANDERING SIDEWALK PER C.O.B. STD. ST -3. B.C. TYPE "M" MEDIAN CURB CITY ENGINEER/DESIGN ENGINEER. Q CONSTRUCT TYPE "M"-10" REVEAL MEDIAN CURB PER STA. 18+89.51, C.L. 4.92LT. HOVIM3HAM DR. Q CENTER 1.0' RADIUS C.O.B. STD. ST --2. NQIFS 1. FOR SEWER AND STORM DRAIN - SEE SEPARATE SEWER AND STORM DRAIN PLANS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 0.40' AGGREGATE BASE OVER 1.00' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 3. HOVINGHAM DRIVE (LOCAL COLLECTOR) - PAVEMENT TO BE 0.30' TYPE "B" A.C. OVER 0.40' AGGREGATE BASE OVER 1.00' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.Q.B. STD. ST -9. 4. ALL CATCH BASINS. TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D--14, UNLESS NOTED OTHERIMSE. DICj AT f 9) Call: TOLL FREE 1-80-227-26M AT LEM IMO DAYS 8€FORE YW DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA a) o M STATIONING TABLE REF. NO.1 DESCRIP11ON C.L. STATION SPLITTER ISLAND "A" J C�. 11 P.C.C. TYPE "M" MEDIAN CURB STA. 19+35.02, C.L. 6.00LT. HOVINGHAM DR. (1�2 CENTER 1.0' RADIUS STA. 19+35.02, C.L. 5.00LT. HOVINGHAM DR. Q E.C. TYPE "M" MEDIAN CURB STA. 19+34.02, C.L. 5.00LT. HOVINGHAM DR. i B.C. TYPE "M" MEDIAN CURB STA. 19+23.08, C.L. 3.98LT. HOVINGHAM DR. Q CENTER 1.0' RADIUS STA. 19+22.09, C.L. 4.00LT. HOVINGHAM DR. fad E.C. TYPE "M" MEDIAN CURB STA. 19+22,09, C.L. 5.001-T. HOVINGHAM OR. I�]7 B.C. TYPE "M" MEDIAN CURB STA. 19+02.00, C.L. 5.00LT. HOVINGHAM DR. Q P.R.C. TYPE "M" MEDIAN CURB STA. 18+89.51, C.L. 4.92LT. HOVIM3HAM DR. Q CENTER 1.0' RADIUS STA. 18+89.65, C.L. 5.91LT. HOVINGHAM DR. Z[]0 E.C. , TYPE "M" MEDIAN CURB STA. 18+88.55, C.L. 4.66LT. HOVINGHAM DR. 21 P.C.C. TYPE "M" MEDIAN CURB STA. 19+24.31, C.L. 12.01RT. HOVINGHAM DR. 22 CENTER 3.0' RADIUS STA. 19+24.34~ C.L. 10.89RT. HOVINGHAM DR. ® E.C. TYPE "M" MEGAN CURB STA. 19+23.28. C.L. 10.99RT. HOVINGHAM OR. B.C. TYPE "M" MEDIAN CURB STA. 19+09.97, C.L. 10.42RT. HOVINGHAM DR. 5 CENTER 1.0' RADIUS STA. 19+09.15, C.L. 11.52RT, HOVINGHAM DR. �1] E.C. TYPE "M" MEDIAN CURB STA. 19+08.97, C.L. 10.54RT, HOVINGHAM DR. ® B.C. TYPE "M" MEDIAN CURB STA. 18+96.39, C.L. 13.72RT. HOVINGHAM DR. ] CENTER 1.0' RADIUS STA. 18+95.89, C.L. 10.76RT. HOVINGHAM DR. �9 E.C. TYPE "M" MEDIAN CURB STA. 18+92.98, C.L. 11.60RT. HOVINGHAM DR. SPUTTER ISLAND "B" 99 1 B.C. TYPE "Mn MEDIAN CURB STA. 11+07.76, C.L. 5.00LT. PEMBERLEY PASS. AVE. (I CENTER 1.0' RADIUS STA. 11+07.76, C.L. 4.00LT. PEMBERLEY PASS. AVE. ®2 E.C. TYPE *Mn MEDIAN CURB STA. 11+06.76, C.L. 6.00LT. PEMBERLEY PASS. AVE. ® B.C. TYPE "M" MEDIAN CURB STA. 10+96.26, C.L. 4.00LT. PEMBERLEY PASS AVE. ® CENTER 1.0' RADIUS STA. 10+95.26, C.L. 4.00LT. PEMBERLEY PASS. AVE. ® E.C. TYPE "M" MEDIAN CURB STA. 10+95.26, C.L. 5.00LT. PEMBERLEY PASS. AVE. ® B.C. TYPE "M" MEDIAN CURB STA. 10+91.65, C.L. 5.00LT. PEMBERLEY PASS. AVE. P.C.C. TYPE "M" MEDIAN CURB STA. 10+67.35, C.L. 8.78LT. PEMBERLEY PASS AVE. CENTER 1.0' RADIUS STA. 10+67.05, C.L. 7.83LT. PEMBERLEY PASS. AVE. �9 E.C. TYPE "M" MEDIAN CURB STA. 10+66.06, C.L. 7.69LT. PEMBERLEY PASS. AVE. B.C. TYPE "M" MEDIAN CURB STA. 10+67.33, C.L. 1.41RT. PEMBERLEY PASS. AVE, Q CENTER 3.0' RADIUS STA. 10+70.30, C.L. 1.00RL PEMBERLEY PASS. AVE. E.C. TYPE "M" MEDIAN CURB STA. 10+70.30, C.L. 4.00RT. PEMBERLEY PASS. AVE. B.C. TYPE "M" MEDIAN CURB STA. 10+83.90, C.L. 5.00RT. PEMBERLEY PASS. AVE. ® CENTER 1.0' RADIUS STA. 10+83.90, C.L. 4.00RT. PEMBERLEY PASS. AVE. 95 E.C. TYPE "M" MEDIAN CURB STA. 10+84.90, C.L. 4.05RT. PEMBERLEY PASS. AVE. ® B.C. TYPE "M" MEDIAN CURB STA. 10+96.76. C.L. 4.00RT. PEMBERLEY PASS. AVE. 4�1} CENTER 1.0' RADIUS STA. 10+97.76, C.L. 4.00RT. PEMBERLEY PASS. AVE. E.C. TYPE "M" MEDIAN CURB STA. 10+97.76, C.L 5.00RT. PEMBERLEY PASS AVE. SPLITTER ISLAND "C" ]9 B.C. TYPE "M" MEDIAN CURB STA. 17+15.30, C.L. 9,52RT. HOVINGHAM DR. ® CENTER 1.0' RADIUS STA. 17+15.30, C.L. 8.52RT. HOVINGHAM DR. E.C. TYPE "M" MEDIAN CURB STA. 17+16.30, C.L. 8.52RT. HOVINGHAM DR. ® B.C. TYPE "M" MEDIAN CURB STA, 17+26.25, C.L. 7.53RT. HOVINGHAM DR. ® CENTER 1.0' RADIUS STA. 17+27.25, C.L. 7.50LT. HOVINGHAM DR. ® E.C. TYPE "M" MEDIAN CURB STA. 17+27.25, C.L. 8.5ORT. HOVINGHAM DR. ® B.C. TYPE "Mn MEDIAN CURB STA. 17+43.38, C.L. 8.5ORT. HOVINGHAM DR. P.R.C. TYPE "M" MEDIAN CURB STA. 17+57.87, C.L. 9.5911T. HOVINGHAM DR. CENTER 1.0' RADIUS STA. 17+55.18, C.L. 8.63RT. HOVINGHAM DR. ® E.C. TYPE "M" MEDIAN CURB STA. 17+56.16. C.L. &45RT. HOVINGHAM DR. [a]9 B.C. TYPE "M" MEDIAN CURB STA. 17+54.02, C.L. 3.2OLT. HOVIGNHAM DR. i] CENTER 3.0' RADIUS STA. 17+51.07. C.L. 2.66LT. HOVINGHAM DR. 911 E.C. TYPE "M" MEDIAN CURB STA. 17+50.65, C.L. 5.63LT. HOVINGHAM DR. �2 B.C. TYPE "M" MEDIAN CURB STA. 17+36.83, C.L. 3.67LT. HOVINGHAM DR. �]3 CENTER 1.0' RADIUS STA. 17+36.97, C.L. 2.68LL HOVINGHAM DR. E.C. TYPE "M" MEDIAN CURB STA. 17+35.97, C.L. 2.68LT. HOVINGHAM DR. Q B.C. TYPE "M" MEDIAN CURB STA. 17+25.96, C.L. 3.52LT. HOVINGHAM DR. ® CENTER 1.0' RADIUS STA. 17+24.96, C.L. 3.5OLT. HOVINGHAM DR. E.C. TYPE "M" MEDIAN CURB STA. 17+24.96, C.L. 4.5OLT HOVINGHAM DR. SPUTTER ISLAND "D" ® B.C. TYPE "M" MEDIAN CURB STA. 9+01.48, C.L. 6.14LT. PEMBERLEY PASS. AVE. ® CENTER 1.0' RADIUS STA. 9+01.47, C.L. 5.14LT. PEMBERLEY PASS. AVE. ® E.C. TYPE "M" MEDIAN CURB STA. 9+02.47, C.L. 5.12LT. PEMBERLEY PASS. AVE. f71 B.C. TYPE "M" MEDIAN CURB STA. 9+13.63, C.L. 4.41LT. PEMBERLEY PASS. AVE. r2„� CENTER 1.0' RADIUS STA. 9+14.63, C.L. 4.36LT. PEMBERLEY PASS. AVE. ® E.C. TYPE "M" MEDIAN CURB STA. 9+14.64, C.L. 5.36LT. PEMBERLEY PASS. AVE. �4 B.C. TYPE "M" MEDIAN CURB STA. 9+29.42, C.L. 5.17LT. PEMBERLEY PASS. AVE. CENTER 3.0' RADIUS STA. 9+29.69, C.L. 2.18LT. PEMBERLEY PASS. AVE. 7I E.C. TYPE "M" MEDIAN CURB STA. 9+32.66, C.L. 2.58LT: PEMBERLEY PASS. AVE. © B.C. TYPE "M" MEDIAN CURB STA. 9+34.68, C.L. 12.34RT. PEMBERLEY PASS. AVE. /8] CENTER 1.0' RADIUS STA. 9+33.69, C.L. 12.47RT. PEMBERLEY PASS. AVE. !�]9 E.C. TYPE "M" MEDIAN CURB STA. 9+33.37, C.L. 13.42RT. PEMBERLEY PASS. AVE. ® B.C. TYPE "M" MEDIAN CURB STA, 9+03.61, C.L. 7.34RT. PEMBERLEY PASS. AVE. CENTER 1.0' RADIUS STA. 9+03.69, C.L. 6.34RI PEMBERLEY PASS. AVE. [2] E.C. TYPE "M" MEDIAN CURB STA. 9+02.69, ('1 6.34RT. PEMBERLEY PASS. AVE. j B.C. TYPE "M" MEDIAN CURB STA. 8+92.71. C.L. 6.01RT. PEMBERLEY PASS. AVE. �]4 CENTER 1.0' RADIUS STA. 8+91.71, C.L. 6.00RT. PEMBERLEY PASS. AVE. E.C. TYPE "M" MEDIAN CURB STA. 8+91.71, C.L. 7.0ORT. PEMBERLEY PASS. AVE. NQIFS 1. FOR SEWER AND STORM DRAIN - SEE SEPARATE SEWER AND STORM DRAIN PLANS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 0.40' AGGREGATE BASE OVER 1.00' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 3. HOVINGHAM DRIVE (LOCAL COLLECTOR) - PAVEMENT TO BE 0.30' TYPE "B" A.C. OVER 0.40' AGGREGATE BASE OVER 1.00' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.Q.B. STD. ST -9. 4. ALL CATCH BASINS. TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D--14, UNLESS NOTED OTHERIMSE. DICj AT f 9) Call: TOLL FREE 1-80-227-26M AT LEM IMO DAYS 8€FORE YW DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA a Q a) o M to 0 J C�. 0) © 0w O 00co Z z LL. i o I ^ W W fad M 00 2 t0 W Z a0 C:) N W t1_ W t0 m L Q N Lu fn o v"- d � Z Z.0 � b Z ~" a n dxNZ a Q Z J C�. . Z +� I ^ 0 "co 2 � a0 UJ0 L N Lu co > v"- d � Z Z.0 ~" a n dxNZ U � c 1- Z J C�. . Z +� ^ 0 "co 2 a0 UJ0 L N Lu co > v"- d � Z Z.0 ~" a n dxNZ U � c 1- PA R/W R/W PA 45' 450 4- 2 20' 01 1 10, VARIES 25' 250 VARIES 0 10, # - - 5 LANDSCAPE S/W LANDSCAPE LANDSCAPE S/W LANDSCAPE AREA AREA AREA AREA Z z 23 20! 5' 5' 20' 29 DRIVE AISLE LA AN 2 Mff0APE DRIVE AISLE ,91, MIN. 4. AjAX 2X 2% _2X 2% r 'n . . . . . . 7 2 0.30' A.C. PAVING 1.00! COMPACTED SUBGRADE OAV AGG. BASE COMPACTED M 95% SECTION rA'**N SCALE: 1"=10" KV R = 59 STREET SECTION 'n 4.5 (PUBLIC STREET) WMSP EXHIBIT 4-19.1 PEMBERLEY PASSAGE AVENUE R/W VARIES -MIN. 301 VARIES -MIN. 30' R/W SEE PLAN SEE PLAN VARIES 50 23' 23" 5' VANES ILANDSCAPE S/w S/W LANDSCAPEI AREA I AREA Z - ICAPE z Z w 1 S 30 w 21 1 4 TLam 0 2X - U. I I SE 4 271, RIM f'`•"/`/ //• 2 t0- 1,WAX S/W L/S 216 71 60 8.5' 6' - 0.20' A.C. PAVING DRIVE AISLE LANDSCAPE MEDIAN DRIVE AISLE 300 0.40" AGG. BASE 1.00' COMPACTED SUBGRADE 1.00' COMPACTED SUBGRADE COMPACTED TO 95% C3 u: COMPACTED TO 95% SECTION AR"N R = 59 0,50' COMPACTED O.G. 4 I 4 SCALE:1"=10' W -n - 4.5 TO 95% RELATIVE DENSITY STREET SECTION I LANDSCAPE (PRIVATE STREET) R 59 2%_ PEMBERLEY PASSAGE AVENUE 11 4.5 R STREET SECTION R/W EASEMENT 300 VARIES 5' 71 18' i 12' is, 50' TYPE CONC. S/W L/S DRIVE AISLE S. VARIES 61 12' 13' 5 50' PARKING - DRIVE AISLE LANDSCAPE AREA _S/W ci _j 21 La: L/S ' -cc ;9 2# LA: 2X a 2X 2X I I I 1-2% 2% LANDSCAPE AREA SCALEW'=10' TI = 4.5 LANDSCAPE AREA 2 7,7777 2 0.50' rrpE oAn CONC.- 2% CL 0.20! A.C. PAVING 1.00' COMPACTED SLIBGRADE 0.50' COMPACTED O.G. L-0.40' AGG. BASE COMPACTED TO 95X 2% TO 95% RELATIVE DENSITY SECTION SCALE: 1"=1 0' R = 59 TI= 4.5 - STREET SECTION 2% (PRIVATE STREET) 2% PEMBERLEY PASSAGE AVENUE Z WMSP EXHIBIT 4-19 P/L P/L 30' mo I R/W R/W .30 0 300 R/W 51 SL7' 18, 12' 18' /S /w DRIVE AISLE 61 12' DRIVE AISLE LANDSCAPE AREA _j 21 L4 2% 04 2X 2%, 2z 27. 1 717 --n2 2 0.50' TYPE "A CONC. T.G. OAV AGG. BASE COMPACTED TO 95% 0.20' A.C. PAVING 1.00' COMPACTED SUBGRADE 0.5d COMPACTED TO 95% RELATIVE DENSITY SECTION SCALE:1"=10' \.V R = 59 STREET SECTION TI = 4.5 (PRIVATE STREET) GRANTHAM AVENUE WMSP EXHIBIT 4-19 R/W irk R/W 30' 30 18, 12' I 18, 7' 5' DRIVE AISLE L/S 13' iv 6' S/W LANDSCAPE AREA DRIVE AISLE PARKING z 20 Li ci o la: 2% 2% P/L 56.5' t 56.5' PA A- -1 R/W 0 2% Qs S/W L/S R/W 71 60 8.5' 6' 4 DRIVE AISLE LANDSCAPE MEDIAN DRIVE AISLE 300 0.50' TYPE "A" CONC. 1.00' COMPACTED SUBGRADE 0.20' A.C. PAVING C3 u: COMPACTED TO 95% 0.40' AGG. BASE- 0,50' COMPACTED O.G. 4 I 4 la e LA: TO 95% RELATIVE DENSITY SECTION I LANDSCAPE SCALE:1w=10 R 59 2%_ I 1 11 4.5 STREET SECTION I EASEMENT (PRIVATE STREET) VARIES 0.50' TYPE CONC. PEMBERLEY PASSAGE AVENUE 50' TYPE CONC. 24! 60 12' 241VARIES WMSP EXHIBIT 4-19 S. VARIES -0.40' AGG. BASE 0.40" AGG. BASE' L/S 50' LIS 50! P/L 56.5' t 56.5' PA A- -1 R/W 0 71 5' Qs S/W L/S R/W L/s S 60 8.5' 6' 18, DRIVE AISLE LANDSCAPE MEDIAN DRIVE AISLE 300 -3 28 2' 12' C3 u: 8.5' d LANDSCAPE I 4 I 4 la e LA: a: I LANDSCAPE I EASEMENT I 2%_ I 1 2 4 I EASEMENT DRIVE AISLE DRIVE AISLE VARIES 0.50' TYPE CONC. VARIES 50' TYPE CONC. 24! 60 12' 241VARIES 0.20' A.C. PAVING 0.201 A.C. PAVING- S. VARIES -0.40' AGG. BASE 0.40" AGG. BASE' L/S MEANDERING LIS DRIVE AISLE LANDS�PE MEDIAN DRIVE AISLE M w Is - L/S S/W L/S ' St"ALK 2# LA: z R 59 LANDSCAPE AREA SCALEW'=10' TI = 4.5 LANDSCAPE AREA Lt:LL: CL 2% CL 2% 711 1 �77 77 -77 '777 J :3 C' Al 2Z, 2% 2% Z 2% 2% 0.30' A.C. PAVING 1.00', COMPACTED SUBGRADE 2% 2 0.40' AGG. BASE COMPACTED TO 95% 2 SECTION 0.50' TYPE nA7 CONC. 0.20' A.C. PAVING SCALE: 1"= 10 R = 59 2 0.50' COMPACTED O.Q-4V AGG. BASE 0. TO 95% RELATIVE DENSITY 0.50' COMPACTED O.G. 70'95% RELATIVE DENSITY TI = 6 -026 A.C. PAVING 1.00, COMPACTED SUBGRADE 1.00COMPACTED SLIMAOE STREET SECTION COMPACTED TO 95% COMPACTED TO 95% LOCAL COLLECTOR SECTION R = 59 71 = 4.5 SCALE: 1'2=1 0' SCALE:1"=10' 'n = 4.5 (PUBLIC STREET) STREET SECTION STREET SECTION (PRIVATE STREET) (PRIVATE STREET) HOVINGHAM DRIVE PEMBERLEY PASSAGE AVENUE, HIGHCLERE WAY MOCKERY STREET WMSP EXHIBIT 4-19 WMSP EXHIBIT 4-19 WMSP EXHIBIT 4-11.5 CObISTRUCTIObj NOTES: O.B. STD. ST --1. INSTALL W31(CA) SIGN WITH OM4-3 MARKER AT LIMITS OF ON-SITE CONSTRUCT TYPE "13" CURB GUTTER PER C E CONSTRUCTION IF ADJACENT TRACT IS NOT CONSTRUCTED AT THE SAME NOIES: 1. FOR SEWER AND STORM DRAIN SEE SEPARATE SEWER AND R/WR/W 0 CONSTRUCT 5" DETACHED SIDEWALK PER C.O.B. SM, ST -3. TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT SITE. STORM DRAIN PLANS. �g TYPICAL STREET CORNER - SEE DETAIL -"3" ON SHEET 5. CONSTRUCT CASE "A" RAMP PER DETAIL "4" ON SHEET 5. I- 30s 30' 1 n15 TYPICAL STREET BULGE - SEE DETAIL "6" ON SHEET 5. OVER 0.40' AGGREGATE BASE OVER 1.00' COMPACTED O.G. TO R/W 56 0 71 5' S/W L/S L/s S 60 22' 10, 10, 22' 6' PARKING DRIVE AISLE LANDSCAPE MEDIAN DRIVE AISLE PARKING -3 28 2' -3 (3 C3 u: .44": d i I a 4 I 4 la e LA: a: 2% C4 2% 2% DRIVE AISLE DRIVE AISLE 2%_ I 1 2 4 -04 PARKING DRIVE AISLE DRIVE AISLE PARKING 0.50' TYPE CONC. 50' TYPE CONC. 0.20' A.C. PAVING 0.201 A.C. PAVING- L0.50" 0.50' COMPACTED O.G. -0.40' AGG. BASE 0.40" AGG. BASE' COMPACTED O.G. TO 95% RELATIVE DENSITY TO 95% RELATIVE DENSITY _1.00' COMPACTED SUBGRADE W COMPACTED SUBGRADE 2! COMPACTED TO 95% COMPACTED TO 95% 2# LA: SECTION R 59 LANDSCAPE AREA SCALEW'=10' TI = 4.5 LANDSCAPE AREA STREET SECTION (PRIVATE STREET) DOWNTON COURT a 18' 12' DRIVE AISLE 71 59 S S/W FS 5I 12' 69 LANDSCAPE AREA DRIVE AISLE -PARKING I29 I Lo: 2! 2% 2% 1 !6 _ 2% 4 x� M\ 0.50! TYPE 09 CONC. 1.00' COMPACTED SUBGRADE 0.20' A.C. PAVING- L COMPACTED TO 95% 0.40' AGG. BASE- 0.50' COMPACTED O.G. TO 95% RELATIVE DENSITY SECTION R 59 SCALE:1n=10' 71 4.5 STREET SECTION (PRIVATE STREET) HIGHCLERE WAY WMSP EXHIBIT 4-19 ]DIG AT MtT Call: TOLL FREE 1 -8M -227-26M AT LEAST rM DAYS SWOM YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 50 7#-138 18' 18' 7'-13 5' R/WR/W 30'30 I_S/W L L S/W 18' 12' i 12' 18, 09--61 12' 12' 0'-6' DRIVE AISLE DRIVE AISLE I 1 PARKING DRIVE AISLE DRIVE AISLE PARKING 5! 13' 13' 5! LA: 2! 2# LA: oS/W LANDSCAPE AREA LANDSCAPE AREA Lt:LL: CL CL 2Z, 2% 2% 2% 2% 2% 2 2 0.50' TYPE nA7 CONC. 0.20' A.C. PAVING 0.56 TYPE me CONC. 2 0.50' COMPACTED O.Q-4V AGG. BASE 0. TO 95% RELATIVE DENSITY 0.50' COMPACTED O.G. 70'95% RELATIVE DENSITY -026 A.C. PAVING 1.00, COMPACTED SUBGRADE 1.00COMPACTED SLIMAOE 0.40' AGG. BASE COMPACTED TO 95% COMPACTED TO 95% R = 59 SE!Q1_1ON SECTION R = 59 71 = 4.5 SCALE: 1'2=1 0' SCALE:1"=10' 'n = 4.5 STREET SECTION STREET SECTION (PRIVATE STREET) (PRIVATE STREET) PEMBERLEY PASSAGE AVENUE, HIGHCLERE WAY MOCKERY STREET WMSP EXHIBIT 4-19 WMSP EXHIBIT 4-19 CObISTRUCTIObj NOTES: O.B. STD. ST --1. INSTALL W31(CA) SIGN WITH OM4-3 MARKER AT LIMITS OF ON-SITE CONSTRUCT TYPE "13" CURB GUTTER PER C E CONSTRUCTION IF ADJACENT TRACT IS NOT CONSTRUCTED AT THE SAME NOIES: 1. FOR SEWER AND STORM DRAIN SEE SEPARATE SEWER AND 0 CONSTRUCT 5" DETACHED SIDEWALK PER C.O.B. SM, ST -3. TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT SITE. STORM DRAIN PLANS. �g TYPICAL STREET CORNER - SEE DETAIL -"3" ON SHEET 5. CONSTRUCT CASE "A" RAMP PER DETAIL "4" ON SHEET 5. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. n15 TYPICAL STREET BULGE - SEE DETAIL "6" ON SHEET 5. OVER 0.40' AGGREGATE BASE OVER 1.00' COMPACTED O.G. TO CONSTRUCT 6" CONCRETE CURB WITH 12" TOTAL CURB HEIGHT %.--f AND 6" REVEAL PER DETAIL "1" ON SHEET 5. 16 CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. SM. ST -3. BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. SM. ST -9. 3. HOVINGHAM DRIVE (LOCAL COLLECTOR) - PAVEMENT TO BE 0.30' PROPOSED BLOCK WALL & LANDSCAPE -SEE SEPARATE PLANS PROPOSED STRIPINGS AND MARKINGS. TYPE "B" A.C. OVER 040' AGGREGATE BASE OVER 1.00' COMPACTED fi QPARKING FOR DETAILS. n AREA, 6 THICK CONCRETE -SEE DETAIL "2" ON SHEET 5.0 FURNISH AND INSTALL 3 - 3" BLANK CONDUIT PIPES. O.G. TO BE COMPACTED To 957a RELATIVE DENSITY PER C.O.B. 19 FURNISH AND INSTALL 2 - 2" BLANK CONDUIT PIPES. STD. ST -9. PROPOSED PRIVATE ENTRANCE GATE -SEE SEPARATE PLAN %...W qqFOR CONSTRUCT TYPE D-4 CURB PER CALTRANS 2010 STANDARD 4. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS DETAILS. PER C.O.B. SM. D-14, UNLESS NOTED OTHERWISE. CONSTRUCT 10" MEANDERING SIDEWALK PER C.O.B. SM. ST -3. PLAN A87A. �g FURNISH AND INSTALL TRAFFIC SIGNS - SEE SHEETS CONSTRUCT 6' WIDE DETACHED SIDEWALK PER C.O.B. STD. ST -3.9 AND 10 FOR DETAILS. ENTRY MONUMENT -SEE SEPARATE LANDSCAPING PLAN q:� COLORED STAMP CONCRETE - SEE LANDSCAPE PLAN FOR DETAILS. -a FOR DETAILS. U& CONSTRUCT ISLAND PASSAGE WAY WITH 2' WIDE DETECTABLE WARNING 11 CONSTRUCT TYPE A1-6 CURB WITH 6" REVEAL PER CALTRANS SURFACE ON 4" CONCRETE WALKWAY. FOR DETECTABLE WARNING 2010 STANDARD DETAILS, SEE DETAIL W ON SHEET 5. fl SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY THE CONSTRUCT 5' MEANDERING SIDEWALK PER C.O.B. SM. ST -3. CITY ENGINEER/DESIGN ENGINEER. qc7ya CONSTRUCT TYPE "M"-10" REVEAL MEDIAN CURB PER C.O.B. SM. ST -2. 18' 12' DRIVE AISLE 71 59 S S/W FS 5I 12' 69 LANDSCAPE AREA DRIVE AISLE -PARKING I29 I Lo: 2! 2% 2% 1 !6 _ 2% 4 x� M\ 0.50! TYPE 09 CONC. 1.00' COMPACTED SUBGRADE 0.20' A.C. PAVING- L COMPACTED TO 95% 0.40' AGG. BASE- 0.50' COMPACTED O.G. TO 95% RELATIVE DENSITY SECTION R 59 SCALE:1n=10' 71 4.5 STREET SECTION (PRIVATE STREET) HIGHCLERE WAY WMSP EXHIBIT 4-19 ]DIG AT MtT Call: TOLL FREE 1 -8M -227-26M AT LEAST rM DAYS SWOM YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA q HOVINGHAM DRIVE ,000� /'1,'' MAEKINQ., NOTES & LEGEND: DETAIL "1" CIRCLE @ ROUNDABOUT, SCALE. 1 ° = 20' NOTE: STATIONING ARE BASED ON HOVINGHAM DRIVE �9CROSSWALK STRIPING -SEE DETAIL Z w CALTRANS TYPE IV ARROW, LEFT OR RIGHT Wim~ Zu.j U;Gr LENGTH AS APPLICABLE, TO BE PAINTED PER CALTRANS ULj > FURNISH AND INSTALL STREET SIGN 65.00' STANDARD PLAN A24A. w PER C.O.B. STANDARD T-1.. Cn CALTRANS TYPE VI ARROW, LEFT OR RIGHT < cWn PAINT 18" WIDE WHITE CONTINUOUS CL. w AS APPLICABLE, TO BE PAINTED PER CALTRANS 92.00' LINES FOR PEDESTRIAN CROSSWALK. ,000� /'1,'' MAEKINQ., NOTES & LEGEND: DETAIL "1" CIRCLE @ ROUNDABOUT, SCALE. 1 ° = 20' NOTE: STATIONING ARE BASED ON HOVINGHAM DRIVE �9CROSSWALK STRIPING -SEE DETAIL CURVE TABLE CALTRANS TYPE IV ARROW, LEFT OR RIGHT CURVE ON SHEET 10. LENGTH AS APPLICABLE, TO BE PAINTED PER CALTRANS 0 FURNISH AND INSTALL STREET SIGN 65.00' STANDARD PLAN A24A. 12.50' PER C.O.B. STANDARD T-1.. 2 CALTRANS TYPE VI ARROW, LEFT OR RIGHT 0 PAINT 18" WIDE WHITE CONTINUOUS 24'19048" AS APPLICABLE, TO BE PAINTED PER CALTRANS 92.00' LINES FOR PEDESTRIAN CROSSWALK. 8.10' STANDARD PLAN A24A. 4 PROPOSED PAVEMENT MARKINGS - SEE MARKING LEGEND FOR DETAILS 23.12' CALTRANS TYPE 1 (10) ARROW TO BE PAINTED 1613'27" FURNISH AND INSTALL TRAFFIC SIGNS- 65.05' 26.13' PER CALTRANS STANDARD PLAN A24A. 23VOI57" SEE SIGN LEGEND. 79.00' CALTRANS TYPE VII ARROW, LEFT OR RIGHT 31 PAINT 12" RIDE WHITE CONTINUOUS LINES AND/OR CROSSWALK ONES. 7 AS AS APPLICABLE, TO BE PAINTED PER CALTRANS 18.72' 9.42' 1610'00" STANDARD PLAN A24A. 73.49' PAINT 12" WIDE BROKEN WHITE LINE 2.77' 04'18'58" WITH 3' STRIPE PER 3' GAP. "STOP" MARKING PER CAL --TRANS STANDARDS ® PAINT 8" WIDE SOLID YELLOW LINE 10 ri"YIELD" MARKING PER CAL -TRANS STANDARDS � " PAINT 4 WIDE SOLID WHITE LINE PAINT 8" WIDE SOLID WHITE LINE 10 "NO TRUCKS" MARKING PER CAL -TRANS STANDARDS A • * • YIELD LINE PER CALIFORNIA MUTCD FIGURE 3B-14(CA) NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION SECTION 84, 2010 EDITION. LEGERD: ABBREVIATIONS F.L. FLOWLINE POVC POINT ON VERTICAL CURVE C.L. 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 F.O.C. FACE OF CURB A.P. ANGLE POINT P.A.F.L. PARKING AREA FLOWLINE C/G CURB & GUTTER P/L PROPERTY LINE r► FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. F:t;? EXISTING SURVEY MONUMENT FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. -<Z>- FURNISH & INSTALL PRIVATE STREET LIGHT --5800 LUMEN "LED" TYPE. SEE DETAIL "5" ON SHEET 5. - D FURNISH & INSTAL STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST -14. SIGN, ,_LEGEND: FURNISH & INSTALL. TRAFFIC SIGNS PER KERN COUNTY DEVELOPMENT STANDARD PLATE T-4. "R1-1" - STOP "R1-2" -- YIELD "R2-4" (CA) (45) - 45 ZONE AHEAD "R2-1" ,(25MPH) - SPEED LIMIT 25 "R3-1" - NO RIGHT TURN "R3-7" - RIGHT LANE MUST TURN RIGHT "R4-7" - KEEP RIGHT "R6 -1(R)" - ONE WAY "R61-3(CA)"- THRU AND RIGHT TURN ONLY "W2-6" - CIRCULAR INTERSEC11ON NOTICE "W3-2" - YIELD AHEAD "WI 1-2" - PEDESTRIAN CROSSING W13-1(15 MPH)" - ADVISORY SPEED LIMIT 15 "W16 -7p"- DIAGONAL DOWNWARD POINTING ARROW "119 -3/R9 -3A" - NO PEDESTRIAN CROSSING /�"6 4<NI� LINE TABLE LINE NO. BEARING LENGTH L1 N24'27'36"W 67.58' LEGEND; (CO� N T�j LEGEN 0: (!GO T. i R1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY "R1-1" - STOP "W31(CA)" - ENO W/ 3 WINGS PER C.O.B. STD. ST -4. "R26(CA)" - NO PARKING ' F' ` F'' PARKING AREA - SEE NOTE 6. ------ - - ' D STORM DRAIN - REFER TO SEWER & STORM ORAIN PLANS STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS PIPE SIZE " " 8S- UTILITY cstr CONSTRUCT TYPE A CATCH BASIN WITH 3.5 OPENING PER S=SEWER C.O.B. STD. 0-14, UNLESS NOTED OTHERWISE. D=DRAIN -•--• S SEWER - REFER TO SEWER & STORM DRAIN PLANS SECTION SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. k- ) SEWER MANHOLE - REFER TO SEWER & STORM ORAIN PLANS. 2 SHEET WHERE SECTION IS SHOWN f LL€ ,ir m um w- � ., am now UNIT BOUNDARY --- -- -- -- -- -- - -- PROPOSED SAWCUT LIMIT LINE (D CURVE NUMBER FOR CURVE DESCRIPTION M FLOWLINE STATION - SEE TABLE Q ITEM OF WORK - SEE CONSTRUCTION NOTES B.C.-BEGIN 12" BROKEN WHITE LINE (SEE NOTE 32) STA. 18+67.05, C.L. 35.92LT. E.C.-END 8" SOLID WHITE LINE/ B.C.-BEGIN 8" SOLID YELLOW LINE STA. 18+89.64, C.L. 19.62RT. SPLITTER ISLAND "A" STRIPING @ DABOUT SCALE: i" = 10' STATIONING BASED ON HOVINGHAM DRIVE'S CENTERLINE UNE TJ181.E UNE N0. BEARING LENGTH U I N45'03'09"W 36.87' B.C.-BEGIN 12" BROKEN E.C.-END 12" BROKEN ,♦j,' WHITE LINE (SEE NOTE 32) O B.C.-BEGIN 8" SOLID WHITE B.C.-BEGIN 8S OLID TO YELLOW �• t uwc rn 1k11%ftruc •rr •� .g .s Q�"7 t\ C INTERSECTION STA. 10+00.00, C.L. PEMBERLEY WY.= STA. 18+22.09, C.L. HOVINGHAM DR. C, ONSMU,C11ON NOTES: INSTALL W31(CA) SIGN WITH QM4-3 MARKER AT LIMITS OF ON-SITE CONSTRUCT TYPE "B" CURB &GUTTER PER C.O.B. STD. ST -1. \' �! CONSTRUCTION IF ADJACENT TRACT IS NOT CONSTRUCTED AT THE SAME CONSTRUCT 5' DETACHED SIDEWALK PER C.O.B. STD. ST -3. TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT SITE. 14 TYPICAL STREET CORNER -SEE DETAIL "3" ON SHEET 5. \tvCONSTRUCT CASE "A" RAMP PER DETAIL "4" ON SHEET 5. � 15 TYPICAL STREET BULGE -SEE DETAIL "6" ON SHEET 5, CONSTRUCT 6" CONCRETE CURB WITH 12" TOTAL CURB HEIGHT AND 6" REVEAL PER DETAIL "1" ON SHEET 5. 16 CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. PROPOSED BLOCK CURVE TABLE PROPOSED STRIPINGS AND MARKINGS. CURVE RADIUS LENGTH TANGENT DELTA 1 65.00' 24.70 12.50' 21446'34" 2 65.00' 27,60' 14.01' 24'19048" 3 92.00' 16.16' 8.10' 1O'03'49" 4 80.00' 23.12' 11.64' 1613'27" 5 65.05' 26.13' 13.24' 23VOI57" 6 79.00' 2&18' 14.24' 20'26'11" 7 65.00' 18.72' 9.42' 1610'00" 8 73.49' 5.54' 2.77' 04'18'58" LEGEND; (CO� N T�j LEGEN 0: (!GO T. i R1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY "R1-1" - STOP "W31(CA)" - ENO W/ 3 WINGS PER C.O.B. STD. ST -4. "R26(CA)" - NO PARKING ' F' ` F'' PARKING AREA - SEE NOTE 6. ------ - - ' D STORM DRAIN - REFER TO SEWER & STORM ORAIN PLANS STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS PIPE SIZE " " 8S- UTILITY cstr CONSTRUCT TYPE A CATCH BASIN WITH 3.5 OPENING PER S=SEWER C.O.B. STD. 0-14, UNLESS NOTED OTHERWISE. D=DRAIN -•--• S SEWER - REFER TO SEWER & STORM DRAIN PLANS SECTION SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. k- ) SEWER MANHOLE - REFER TO SEWER & STORM ORAIN PLANS. 2 SHEET WHERE SECTION IS SHOWN f LL€ ,ir m um w- � ., am now UNIT BOUNDARY --- -- -- -- -- -- - -- PROPOSED SAWCUT LIMIT LINE (D CURVE NUMBER FOR CURVE DESCRIPTION M FLOWLINE STATION - SEE TABLE Q ITEM OF WORK - SEE CONSTRUCTION NOTES B.C.-BEGIN 12" BROKEN WHITE LINE (SEE NOTE 32) STA. 18+67.05, C.L. 35.92LT. E.C.-END 8" SOLID WHITE LINE/ B.C.-BEGIN 8" SOLID YELLOW LINE STA. 18+89.64, C.L. 19.62RT. SPLITTER ISLAND "A" STRIPING @ DABOUT SCALE: i" = 10' STATIONING BASED ON HOVINGHAM DRIVE'S CENTERLINE UNE TJ181.E UNE N0. BEARING LENGTH U I N45'03'09"W 36.87' B.C.-BEGIN 12" BROKEN E.C.-END 12" BROKEN ,♦j,' WHITE LINE (SEE NOTE 32) O B.C.-BEGIN 8" SOLID WHITE B.C.-BEGIN 8S OLID TO YELLOW �• t uwc rn 1k11%ftruc •rr •� .g .s Q�"7 t\ C INTERSECTION STA. 10+00.00, C.L. PEMBERLEY WY.= STA. 18+22.09, C.L. HOVINGHAM DR. C, ONSMU,C11ON NOTES: INSTALL W31(CA) SIGN WITH QM4-3 MARKER AT LIMITS OF ON-SITE CONSTRUCT TYPE "B" CURB &GUTTER PER C.O.B. STD. ST -1. \' �! CONSTRUCTION IF ADJACENT TRACT IS NOT CONSTRUCTED AT THE SAME CONSTRUCT 5' DETACHED SIDEWALK PER C.O.B. STD. ST -3. TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT SITE. 14 TYPICAL STREET CORNER -SEE DETAIL "3" ON SHEET 5. \tvCONSTRUCT CASE "A" RAMP PER DETAIL "4" ON SHEET 5. � 15 TYPICAL STREET BULGE -SEE DETAIL "6" ON SHEET 5, CONSTRUCT 6" CONCRETE CURB WITH 12" TOTAL CURB HEIGHT AND 6" REVEAL PER DETAIL "1" ON SHEET 5. 16 CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. 0 SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY THE �g CONSTRUCT 5' MEANDERING SIDEWALK PER C.O.B. STD. ST -3. CITY ENGINEER/DESIGN ENGINEER. CONSTRUCT TYPE "M"-10" REVEAL MEDIAN CURB PER C.O.B. STD. ST -2. SPLITTER ISLAND To STRIPING @ ROUNDABOUT SCALE: 1" = 10` STATIONING BASED ON PEMBERLEY PASSAGE AVENUE STATIONING TABLE PROPOSED BLOCK WALL & LANDSCAPE -SEE SEPARATE PLANS 1� t PROPOSED STRIPINGS AND MARKINGS. fi FOR DETAILS. PARKING AREA, G" THICK CONCRETE -SEE DETAIL "2" ON SHEET 5. FURNISH AND tNSTALL 3 - 3" BLANK CONDUIT PIPES. 11 CONSTRUCT TYPE A1-6 CURB WITH 8 REVEAL PER CALTRANS 19 FURNISH AND INSTALL 2 - 2" BLANK CONDUIT PIPES. 0 SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY THE �g CONSTRUCT 5' MEANDERING SIDEWALK PER C.O.B. STD. ST -3. CITY ENGINEER/DESIGN ENGINEER. CONSTRUCT TYPE "M"-10" REVEAL MEDIAN CURB PER C.O.B. STD. ST -2. SPLITTER ISLAND To STRIPING @ ROUNDABOUT SCALE: 1" = 10` STATIONING BASED ON PEMBERLEY PASSAGE AVENUE STATIONING TABLE PROPOSED PRIVATE ENTRANCE GATE --SEE SEPARATE PLAN FOR DETAILS. DETAILS. CONSTRUCT 10' MEANDERING SIDEWALK PER C.O.B. STD. ST -3. "' 21 CONSTRUCT TYPE D-4 CURB PER CALTRANS 2010 STANDARD PLAN A87A. FURNISH AND INSTALL TRAFFIC SIGNS _ SEE SHEETS Q 10 CONSTRUCT 6' WIDE DETACHED SIDEWALK PER C.O.B. STD. ST -3. ENTRY MONUMENT-- SEE SEPARATE LANDSCAPING PLAN FOR DETAILS. 0 9 AND 10 FOR DETAILS. - COLORED STAMP CONCRETE SEE LANDSCAPE PLAN FOR DETAILS. CONSTRUCT ISLAND PASSAGE WAY WITH 2' WIDE DETECTABLE WARNING 11 CONSTRUCT TYPE A1-6 CURB WITH 8 REVEAL PER CALTRANS (-3 SURFACE ON 4 CONCRETE WALKWAY. FOR DETECTABLE WARNING STA. 19+23.58, C.L. 5.11LT. HOVINGHAM OR. 2010 STANDARD END 8" SOLID YELLOW LINE DETAILS, SEE DETAIL "4" ON SHEET 5. 0 SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY THE �g CONSTRUCT 5' MEANDERING SIDEWALK PER C.O.B. STD. ST -3. CITY ENGINEER/DESIGN ENGINEER. CONSTRUCT TYPE "M"-10" REVEAL MEDIAN CURB PER C.O.B. STD. ST -2. SPLITTER ISLAND To STRIPING @ ROUNDABOUT SCALE: 1" = 10` STATIONING BASED ON PEMBERLEY PASSAGE AVENUE STATIONING TABLE REF. NO. DESCRIP11ON C.L. STATION Q q INTERSECTION STA. 18+22.09, C.L. HOVINGHAM DR.= STA. 10+00.00, C.L. PEMBERLEY PASSAGE AVE. Q B.C. S65`29'38*W RAD- STA. 18+58.96, C.L. HOVINGHAM DR. (-3 END C.L. 12" WIDE SOUD WHITE LINE STA. 19+23.58, C.L. 5.11LT. HOVINGHAM OR. Q END 8" SOLID YELLOW LINE STA. 10+85.26, C.L. 6.71RT. PEMB. PASSAGE AVE. ® BEGIN C.L. 12" WIDE SOLD WHITE UNE STA. 10+85.76, C.L. 5.00RT. PEMB. PASSAGE AVE. ® END C.L. 12" WIDE SOLO WHITE UNE STA. 10+85.76, C.L. 25.0ORT. PEMB. PASSAGE AVE. ® BEGIN C.L. 12" WIDE SOLO WHITE UNE STA. 10+96.76, C.L. 4 99RT. PEMB. PASSAGE AVE. ® END C.L. 12" WIDE SOLID WHITE LINE STA. 10+96.76, C.L. 25.001iT. PEMB. PASSAGE AVE. ® E.C.-8" SOLID YELLOW UNE STA. 10+91.65, C.L. 6.00LT. PEMB. PASSAGE AVE. 10 END 8" SOLID YELLOW LINE STA. 10+95.77, C.L. 6.00LT. PEMB. PASSAGE AVE. 11 BEGIN C.L. 12" WIDE SOLID WHITE UNE STA. 10+96.26, C.L. 25.00LT. PEMB. PASSAGE AVE. 12 END C.L. 12" WIDE SOLID WHITE LINE STA. 10+96.27, C.L. 5.00LT. PEMB. PASSAGE AVE. 13 BEGIN C.L. 12" WIDE SOLD WHITE UNE STA, 11+07.26, C.L. 25.0OLT. PEMB. PASSAGE AVE. iQ4 END C.L. 12" WIDE SOLID WHITE LINE STA. 11+07.26, C.L. 5.00LT. PEMB. PASSAGE AVE. NC- 1. FOR SEWER AND STORM DRAIN - SEE SEPARATE SEWER AND STORM DRAIN PLANS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 0.40' AGGREGATE BASE OVER 1.00' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 3. HOVINGHAM DRIVE (LOCAL COLLECTOR) - PAVEMENT TO BE 0.30' TYPE "B" A.C. OVER 0.40' AGGREGATE BASE OVER 1.00' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.Q.B. STD. ST -9. 4. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. DIG A11,17.Kf w,.y,;st:+ar, Call: MLL FREE ! `AT LEAST TINO DAYS BEFOW YOUD;: UNDERGROUND OF SOUTHERN •' / / '­ -29 J, :r-