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HomeMy WebLinkAbout1.1-7255 Ph 1A.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 IS MORE THAN 0.15 FOOT, PAVING OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT THE LAYER OF ASPHALT CONCRETE IS PLACED ON ALL CONTIGUOUS LANES OF THE TRAVELED WAY BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. AT THE END OF EACH WORK SHIFT, THE DISTANCE BETWEEN THE ENDS OF A LAYER OF ASPHALT CONCRETE ON ADJACENT LANES SHALL NOT BE GREATER THAN 10 FEET. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP -OFFS ON EACH LANE AND ALONG THE LONGITUDINAL DROP -OFF BETWEEN ADJACENT LANES. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM 92 PERCENT OF THE MAXIMUM THEORETICAL DENSITY AS DETERMINED BY ASTM 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 NOTICE IS GIVEN DOES NOT MEET THE SPECIFIED RANGE, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT MEETS THE IN -PLACE DENSITY REQUIREMENTS. IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE RELATIVE COMPACTION IS EITHER LESS THAN 90% OR MORE THAN 9655, 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 CENTERUNE. ALL GROUND AREAS SHALL BE NEAT RECTANGULAR AREAS OF UNIFORM SURFACE APPEARANCE. ABRASIVE GRINDING SHALL CONFORM TO THE REQUIREMENTS IN THE FIRST PARAGRAPH AND THE LAST FOUR PARAGRAPHS OF SECTION 42 -2.02, "CONSTRUCTION" OF THE STANDARD SPECIFICATIONS. A FOG SEAL COAT SHALL BE APPLIED TO ALL FINISHED ASPHALT SURFACES AT THE DEVELOPER'S EXPENSE. THE FOG SEAL COAT SHALL BE EITHER REJUVENATING AGENT OR ASPHALTIC EMULSION AS DIRECTED BY THE ENGINEER. 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 SIDE OF CROSS GUTTERS. LEGEND: FL FLOWUNE POVC POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE EC END CURVE TC TOP OF CURB PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT ST -19 OF VERTICAL CURVE FC FINISH CONCRETE P.O.C. POINT ON CURVE T.O.M. TOP OF MANHOLE PA PROPERTY LINE R/W RIGHT -OF -WAY E.P. EDGE OF PAVEMENT S.D.M. STORM DRAIN MANHOLE EX. EXISTING C/G CURB AND GUTTER P.A.F.L. PARKING AREA FLOW LINE FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. EXISTING SURVEY MONUMENT + FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T -1. FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T -1. �- FURNISH & INSTALL STREET UGHT -5800 LUMEN PER C.O.B. OTAKMAOn n0 AOOonwen CfVlAl 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: NO SCALE 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 -15B 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: TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE PAVING FOR RESIDENTIAL AND LOCAL STREETS SHALL BE: 020' TYPE "B" ASPHALT CONCRETE OVER FOR 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 GIVEN 24 HOURS NOTICE. TELEPHONE 326 -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 STOCKDALE VICINITY MAP T. ,30 S., o R. 26 E. y�Gy 0 °< NO SCALE UNDERGROUND SERVICE ALERT SHALL BE CONTACTED AT LEAST 2 WORKING PAVING "BAR BASIS OF BEARINGS: O 0 ® STA. 20 +00.00 C.L. TO STA. 25 +31.43 C.L. 2 PROJECT ITE 0 1.00' ORIGINAL GROUND. O,G. TO BE COMPACTED TO 95% THE BEARING OF N 01'02'20" E SHOWN FOR THE EAST w RELATIVE DENSITY PER C.O.B. STD. ST -9. tli STANDARD STREET NAME SIGNS MING AVENUE 4. INSTALL STANDARD SURVEY MONUMENT FRAME AND COVER PER CITY OF Ram �� o z THE BASIS OF BEARING SHOWN HEREON. PUBLIC WORKS DEPT. FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED o DOCKERY STREET MEDIAN CURB 2 o uoi INSTALL TRAFFIC CONTROL SIGNS TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE LOCAL STREET CL LENGTH (PUBLIC) STA. 10 +00.00 C.L. TO STA. 14 +58.00 C.L. INSTALL STANDARD STREET NAME SIGNS PER C.O.B. STD. T -1 INTERSECTION OF MING AVENUE AND ALLEN RD., ALSO BEING a � INSTALL METRO SIZE STREET NAME SIGNS PER C.O.B. STD. T -1 a En m WHITE LANE 5 STA. 10 +00.00 C.L. TO STA. 15 +11.32 C.L. -o- INSTALL STREET LIGHTS, 9500 LUMEN H.P.S.V. PER DETAIL ON SHT. 5 ELEV = 367.96' (NAVD 88 DATUM) 6. a 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 z w STREETS UNLESS OTHERWISE NOTED. STA. 18 +22.09 C.L. TO STA. 23 +20.31 C.L. m 7. 14 0 13 FOR LOCAL ROADWAYS SHALL BE EITHER CAB OR CRUSHED MISCELLANEOUS 7. UNIT 1 -- 12.66 ACRES 8. SEWER LATERAL LOCATIONS TO BE STAMPED ( S ) INTO THE CURB FACE OVER EACH SEWER LATERAL. ch 9. INSTALL ADDITIONAL # 3 -1/2 PULL BOX FOR STREET LIGHTS AT P.G.& E. SHEET TITLE AGGREGATE BASE SHALL BE FURNISHED AND PLACED IN ACCORDANCE NTH OUTHERN PACIFIC RAILROAD c MINIMUM OF 6" THICK. 1. TITLE SHEET FOR 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 GIVEN 24 HOURS NOTICE. TELEPHONE 326 -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 0.40' AGGREGATE BASE OVER VICINITY MAP 2 PUCE 1.00' ORIGINAL GROUND. O.G. TO BE COMPACTED TO 95% EXISTING STORM DRAIN LINE ` G \ �� 2 I RELATIVE DENSITY PER C.O.B. STD. ST -9. NO SCALE UNDERGROUND SERVICE ALERT SHALL BE CONTACTED AT LEAST 2 WORKING PAVING "BAR BASIS OF BEARINGS: O O 30'OTYPE ASPHALT CONCRETE OVER ® STA. 20 +00.00 C.L. TO STA. 25 +31.43 C.L. 0.40' AGGREGATE BASE OVER WARNING /REGULATORY SIGNS: SIGN PANELS SHALL BE MOUNTED ON POSTS SIDEWALK 1.00' ORIGINAL GROUND. O,G. TO BE COMPACTED TO 95% THE BEARING OF N 01'02'20" E SHOWN FOR THE EAST WITH HAWKINS M2G SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR EQUAL. ROADSIDE SIGNS INSTALLED PER STD. T -19 SHALL BE LOCATED WITHIN RELATIVE DENSITY PER C.O.B. STD. ST -9. STA. 10+00.00, C.L. TO STA. 11 +26.69 C.L. STANDARD STREET NAME SIGNS SIDEWALK 6" FROM BACK. 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 STREET LIGHTS BAKERSFIELD STD. DWG. ST -13. THE BASIS OF BEARING SHOWN HEREON. PUBLIC WORKS DEPT. FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED O TO BE INSTALLED DOCKERY STREET MEDIAN CURB pp EXISTING BENCHMARK USED: 5. INSTALL TRAFFIC CONTROL SIGNS TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE LOCAL STREET CL LENGTH (PUBLIC) STA. 10 +00.00 C.L. TO STA. 14 +58.00 C.L. INSTALL STANDARD STREET NAME SIGNS PER C.O.B. STD. T -1 INTERSECTION OF MING AVENUE AND ALLEN RD., ALSO BEING j, INSTALL METRO SIZE STREET NAME SIGNS PER C.O.B. STD. T -1 THE NORTHWEST CORNER OF SECTION 12, T.30S., R.26E., PRIOR TO ISSUANCE OF THE PERMIT. -o- INSTALL STANDARD STREET LIGHTS, 5800 LUMEN H.P.S.V. ON 14' m POST TOP PER DETAIL ON SHT 5 STA. 10 +00.00 C.L. TO STA. 15 +11.32 C.L. -o- INSTALL STREET LIGHTS, 9500 LUMEN H.P.S.V. PER DETAIL ON SHT. 5 ELEV = 367.96' (NAVD 88 DATUM) 6. 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 Z STREETS UNLESS OTHERWISE NOTED. STA. 18 +22.09 C.L. TO STA. 23 +20.31 C.L. PROJECT AREA: 7. INSTALL 5.0' SIDEWALK ON ALL STREETS UNLESS OTHERWISE NOTED. FOR LOCAL ROADWAYS SHALL BE EITHER CAB OR CRUSHED MISCELLANEOUS 7. UNIT 1 -- 12.66 ACRES 8. SEWER LATERAL LOCATIONS TO BE STAMPED ( S ) INTO THE CURB FACE OVER EACH SEWER LATERAL. INDEX OF SHEETS 9. INSTALL ADDITIONAL # 3 -1/2 PULL BOX FOR STREET LIGHTS AT P.G.& E. SHEET TITLE AGGREGATE BASE SHALL BE FURNISHED AND PLACED IN ACCORDANCE NTH SERVICE POINT. ALL PULL BOXES TO BE INSTALLED ON A GRAVEL BED A ROUNDABOUT - STRIPING c 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 FOR 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 GIVEN 24 HOURS NOTICE. TELEPHONE 326 -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 RIGHT- O(F -W)AY, THE CITY CONSTRUCTION INSPECTION SHALL BE GIVEN 24 HOURS NOTI. 19. DU T� L- CONTRO3R CONTRACTOR SHALL OBTAIN A COPY OF THE DUST CONTROL PLAN Ilj (DCP) FOR THIS PROJECT FROM THE DEVELOPER, AND SHALL KEEP A COPY ON SITE AT I A TIMES FOR THE DURATION OF CONTRACTOR'S OCCUPANCY OF THE SITE ` e PAVEMENT GRADE. 11T Y EN 2 PUCE TONS EXISTING STORM DRAIN LINE ` G \ �� 2 I 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 O 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 SIDEWALK DOWNTON COURT 48771 WITH HAWKINS M2G SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR EQUAL. ROADSIDE SIGNS INSTALLED PER STD. T -19 SHALL BE LOCATED WITHIN EA STA. 10+00.00, C.L. TO STA. 11 +26.69 C.L. STANDARD STREET NAME SIGNS SIDEWALK 6" FROM BACK. 4. GRANTHAM AVENUE 13. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD STREET LIGHTS STA. 8 +50.00 C.L. TO STA. 12 +01.99 C.L. 10 PUBLIC WORKS DEPT. FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED EA. DOCKERY STREET MEDIAN CURB STREET RIGHT -OF -WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, 1938 COLLECTOR CL LENGTH (PUBLIC) LF SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK LOCAL STREET CL LENGTH (PUBLIC) STA. 10 +00.00 C.L. TO STA. 14 +58.00 C.L. 361.38 PERFORMED WITHIN THE RIGHT -OF -WAY AND INSURANCE SHALL BE POSTED j, HIGHCLERE WAY PRIOR TO ISSUANCE OF THE PERMIT. r m W Y m STA. 10 +00.00 C.L. TO STA. 15 +11.32 C.L. 14. AGGREGATE BASE: AGGREGATE BASE MATERIAL FOR ARTERIAL & COLLECTOR 6. HOVINGHAM DRIVE U ROADWAYS MALL BE CRUSHED AGGREGATE BASE (CAB) CONFORMING TO Z 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 u� O 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 NTH 9. ROUNDABOUT - STRIPING c THE CONTRACT PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION AND THESE DETAILED SPECIFICATIONS. AGGREGATE BASE 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 DRY DENSITY IN ACCORDANCE WITH ASTM 0-1557. PLANS AND SHALL BE SUBMITTED SEPARATELY. 16. ANY TRENCHING TO BE CONDUCTED SHALL BE BACKFILLED & COMPACTED PER CITY I I MING AVE - REFER TO OFFSITE PLANS, SUBMITTED: 2/10/2015_ STANDARD DETAIL ST -22. 17. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY T'riE CITY ENGINEER. 18. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION WITHIN PUBLIC RIGHT- O(F -W)AY, THE CITY CONSTRUCTION INSPECTION SHALL BE GIVEN 24 HOURS NOTI. 19. DU T� L- CONTRO3R CONTRACTOR SHALL OBTAIN A COPY OF THE DUST CONTROL PLAN Ilj (DCP) FOR THIS PROJECT FROM THE DEVELOPER, AND SHALL KEEP A COPY ON SITE AT I A TIMES FOR THE DURATION OF CONTRACTOR'S OCCUPANCY OF THE SITE ` e Ut UDL 11T Y EN 2 PUCE TONS EXISTING STORM DRAIN LINE ` G \ �� 2 I CONTRACTOR IS REQUIRED TO COMPLY WITH THE PROVISIONS OF SAID PLAN. uj Z I- 20. STORM WATER POLLUTION PREVENTION: CONTRACTOR SHALL OBTAIN A COPY OF THE STORM WATER POLLUTION PREVENTION PLAN (SWAPPP) FOR THIS PROJECT FROM THE _ _ 6 DEVELOPER, AND SHALL KEEP A COPY ON SITE AT ALL TIMES. FOR THE DURATION OF 1 1 CONTRACTOR'S OCCUPANCY OF THE SITE, CONTRACTOR IS REQUIRED TO COMPLY WITH PROVISIONS OF SAID PLAN. 21. STREET LIGHT LUMINAIRES ARE TO BE LED AS SPECIFIED IN C.O.B. SPECIAL 0 pPSSP ENGINEERS SECTION SP7 -86.01 OR AN EQUIVALENT AS APPROVED BY THE CITY - PE�g�RL LEGEND (CON�T.L -ED FURNISH & INSTALL PUBLIC STREET LIGHT ALONG HOVINGHAM DRIVE. PUBUC STREET LIGHTS ARE TO BE "LED" AS SPECIFIED IN C.O.B. SPECIAL PROVISIONS SECTION 86 -6.01 OF WHICH MODELS INCLUDE: HOLOLPHANE LVUI SERIES; LEO TEK GCI SERIES; CREE XSP SERIES OR APPROVED EQUAL EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W /3' WINGS PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) R1 -1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: "R1 -1" - STOP "R6 -1" - ONE WAY "S5 -2" - END SCHOOL ZONE "R5 -1" - DO NOT ENTER "R26(CA)" - NO PARKING "W W114 -1" " - DEAD END 4 -1 " -END "R3 -SR" - RIGHT TURN ONLY " 4 -7" -- KEEP RIGHT WI4-2" - NO OUTLET "R "R4-7* " - BIKE LANE .Wl-7" - DOUBLE ARROW "W3 -3" - SIGNAL AHEAD ayW�1 -6" - SINGLE pARR�OyyW CONSTRUCT CATCH BASIN TYPE "A" PE1�C.O.B. STD. D -14. EXISTING CATCH BASIN EXISTING STORM DRAIN MANHOLE EXISTING SEWER MANHOLE EXISTING SEWER CLEANOUT LEGEND (CONT.): - - - D NEW STORM DRAIN LINE - REFER UNIT 1 TO SEWER AND STORM DRAIN PLANS TONS EXISTING STORM DRAIN LINE CL. II AGG. BASE EXISTING SEWER LINE 2373 TRACT BOUNDARY e - - - - - - - - PHASE BOUNDARY O CURVE NUMBER FOR CURVE DESCRIPTION ® ITEM OF WORK - SEE SCHEDULE ED FLOWUNE STATION - SEE TABLE SECTION DESIGNATION: SECTION LETTER _2 SHEET WHERE SECTION IS SHO0 e e �Ut v \ � /U 1� e � 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. 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 LF 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 498.22 LOCAL STREET CL LENGTH (PUBLIC) LF 361.38 LOCAL STREET CL LENGTH (PRIVATE) LF 2618.05 KEY MAP DENOTES SHEET NUMBER SCALE: 1" =200' vi z c n_ U- 0 0 w o w o I N 0 ¢o z � J � a U) TR. 7255 ENGINEER'S STATEMENT THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND ORDINANCES TAND RDS BELIEF COMPLY WITH CITY OF BAKERSFIELD S AND DESIGN CRITERIA AND INCLUDE ALL IMPROVEMENT REQUIREM NTS 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 B CORRECTED DURING CONSTRUCTION. A OV D BY: ROGER A. McINTOSH R.C.E. 33322 DATE EXP. 6 -30 -16 IN ACCORDANCE WITH THE CONDITIONS OF THE VESTING TENTATI E 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. APPROVE BY: NICOLAS FIDLER PUBLIC WORKS DIRECTOR R.C.E. NO. 61069 EXP. 12 -31 -16 REVIEWED BY: ASSISTANT PUBLIC WORKS DIRECTOR I i fQ 1 flo­ DATE Z - �ln REVIEWED BY: "r 0 IL TRAFFIC ENGINEER TYPICAL CATCH_ BASIN LOCATION AT CURB!, RETURN N.T.S. DIG AT ERT C II: TOLL FREE 1- - 227 -2600 i& AT TWO DAYS ORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA CITY RECORDS N6.: N N VS 'n M M � O a 2 W �,ZS70� r m 0 uwm -1 0 > U U I„� SP/ H a 0 rn � w � r O J WIZ o O Z 00 too cn � O z Q J A w w = J 00 � Z � r W QC> U L u i c0 o° tn w (1) N � w m r m W Y m Q r � U N N VS 'n M M � O a 2 W �,ZS70� r m 0 uwm -1 0 > U U I„� SP/ H a 0 z � w w r c J WIZ L 0 C� O � U A .� Z W U L u w (1) Ix C0 Q r W Z u� O �O y 1 a < c � w w r c L 0 i HOVINGHAM DRIVE 1 S (LOCAL COLLECTOR) 12 SEE SHEETS 6 & 7 ®5ro��' / / p , I I , 0s �,/ er c3' �' ,�• LIN IT J R , 7 2 J I - .. I S��P / rt ��. ��` N'� �` o ` ^o,' o ,,.? Qi^ CJ k. At o o� o „ �� � U ��J J J OWNTON COURT 4 cs _ �, �, ° UNIT R "" i v' �; co o>• , $,��; o ov ,� 'w a • v ',,' o. ^ ' ° h ` ry °° AUDLEY END PLACE J ) U ��11 r v O ti 's +b N/ / M n N -'q/ (PRIVa>F C71?FFTI (P¢�VF SHEET�3 T �N = N 1��/ U 6i +�,\f ")' ^^J yt'n �q�'/� rx�. �� V.�; %v V'v .� � X vi ^' _4i 2 � h�Q �- �Q, V / �• ti�Q Q ^ ^� �^ ^� of t jf .�- Ci V' J i 1 li II p II 'r II 1 I. nl Q v' �QQ V Q �J ~ 4 '�,�� ,�QQ: c.i Q x ,� X :'� Q co ^.� tV �' cam• ! 6• • 1 .� a ~ �r'j 3 ' I 38' 1 N 0 0 v7 ti�Q I /m�� Q) �� �Q 2 ^^� /^� ®2 ��+.i N "�� y' ( 1 o J\ J \ r J o �• �� _ °^ O� ��' I I I! p N N �'� N 1 /• i JJ V'QU U W !+� N U J yQ� �4q4t yt N �(��J // //qf� yt O.� O'Q�+ O I ' I / N p O li O \ I� ! 50 i ! O [n ='j§ Q� CV o U' PA R/1M /�� hQ V Q O % " ^ ^ �f ^ V ^I 1 li N f m II J r > I ! uu_ SJSHEE 1r - _ tiQ v, �n r ,� ti �m r ►� r� 1 ..� <n I ¢ .cn �"I J - - o J _ �w caw J- - ,n 8' { a z V' 1 J li 28' t° u, W li N c i d Q-i y � Q I f ti �._ w �-%li 20 dd z2o r rn 2 r. a vaCi3 �oa�� �Q•�Q� c�'�QQ` J °' ( i I LdL - <" Lili ��J o °a ! �az+. NW Cnrn \ wo ter` �N 1 a w rn� oo !3 ' �; aoN� u �� 4 o' MOf - **, o m lacov °wtz ri 1 1 ci 1 e+,o+i imm ++ r� o M o i ri ' V N pO++ 1 d < 2t�zh ++ a r`i+ 4 +++ U + +Qtn mm 4 z° M �r le/ dd Oaf N p p c� mm cn 1 F-t- cal N O O 13tOQ 3 4 V. U ++ Z r ±± ( O O r -�_ 2 48 f ti h�� 'O�oi oo 1 3 _218.fl81 ^> ° .7 I C, 12+ P - �o d ! rncn Waa v~ici R w t,i 1-F- rrr �I NNZn m cncn 1 M s+ N z d 6 7 <:I i a- - 25 Q 2 I 8 S Sl o h ! % cncn ' tflNtn 4 z �? ►- 7 »E..®7 U) 2 o m N ' N62 6 0 -- Z 2 D. ; _� 3l 49 3 �,• , 1 2 4 5 �` 3 - D- 0 3 U N N � ,� '� "' 4 - �' � �� 3 3 © L2 8" ._.. _. w °"""°• -- .,.,,,.,. _ MP. SUMP - 179.68' SEE DETAIL N R/W f lg„ p _ Is +oo 8"S A. THIS SHEE 4 ® °�, v o '' D ® _ _17+ 18 "D r N a 00 _ _ 18\ } o o "� N PA N 5 �! m 1$ "D m o _ _. - - _ I r m l - e},•�`` 4 t ►_ oo '! ocn z b° q H fl tf 1 11 n� 5 W 1 1 O r O C'4 O t7 N V O O 4r 11 1- � _ II � C-, ap z 8 9 II 1 N � tl Q O 11 W o r� � N � o '� Q; 2 � If to W WAGE LLj S' 3 0. 11 1- PERMANENT FLO ENT a� 1 `n N N c J " ~ O N U w O I. N Utz N N ,�iy W ,p ! N N N N O J of o � � q 1 R/Wf 2 fi AND DRAINAGE LA M 221 r 1 > mo o - ` u Q \ \\ J tr.. O W J J t` J _j J V' N N / - O II Q O �� PER ODC. 0215030 W'� \ zo `� 3 0 li± _j U o -��i -� "' m II r= o o \ N tL end en ►'� J Utz tW- i j O D U u W W"- r �i O o ? u r t� U -N r.. N Q . M Z j -J _j Z z cs " C•3�• V �i ��j ,� Q Q U aY W t+- o t� Cj �+- 6.� 4 cv .J -1 r U ta. W ' ` Z9 � � U MD J.J 6 Nci > cZEc> Z mrwLS ZOO _ 4 U!L -�� lu Od UO Q C-411¢ rW �-�_IOQ O JJ >W C)ti • } Y ar a ca w N11J a 1 1 W O ♦ . Cy J J t� m r O m m U V- 6G + Q N� Q) er VLF' �-j s ai 0. 'Q J Q -� a Z U W W 1 CSC \ J tq to O' V U c0 a6 a r CU -1 C 7 O CV 0. 7257 S .J tz U O c0 + w 1` O M Q J � � !, of V �i Q J J N r �jta .O t6 CA ++ NN �N Q�`? �,� r mW pOtzW �D, t0N O,� 2 �N rt Ci°t O •UJ�� r\(j U rCUti Zm JO\ U0.UU U0. `` + n of t. eh `� 4' r i , �i Z 1 CC .I ` ,p \ ,�M �<O rr' NN rte' rM ' �' ++ LL 'I- l� y a f O -j0¢U' 0.' J r s N" i/! t0O t+- M 1 UC) C7 % Or rd I�j +N rr U c6oi c0 MM QQ =m d4:t Q + +, + �p� Cpm UQ�i N CT3 U JJ m UL"0. w0 (Uti� w �� mCnNln U��1J r J ZQ Z k �,� �N �� �r a �a� M a ; rr w �� �w rr�� �� �� +4 +� Q N� = o�� ��� �W _ N� �z a aDm�W 1 I z r- cj ai J ri o o + a r- }+ c i m N a o a W ^^ + o ui 2 N r �; wr o rl rn rn z �ci r r j of v j rn rn cn ! m + i 5 vcn ° oo s ,n+n }+ +o a t N aNN MM z ti atQ- UQdd�w '�h +"� �eo°1 �`� ��" N oo� Ummcv.- 000rn WC] d- nc3n -W ++ cn do + U O Cti av ! O. ++ 1 O O r Q OG VS Z n m r+ !� Q CV Q Q �+ '� h Q7 + Cp Q O �- °ti - Cp J 606(6 ti Z ,A tD ID t 3 .q ++ w m W rn tT r 4 W V / a sn rr 1- rF- �Q Q + cn v �_ O� rnM� acorn -IcD 4,+i� 'o rnmoz a rN zWZ +++ x rnrnJ� rnm 130 W o N �. �a 1° o r r }- to U -U Q a (!1 N c_c9 ua 4 (� �` 2 + �+ ` x da Q� m N �� m N 4+�ny ��� �� cv Q o "^� `,nm`" +p d nQ o ++ nQ + ++ ow ��^ a�aan .f d n � ~ � N r rn �� � � � ^Q �� ci r W � r n z I�r � ^� 1 ~ d <y ci f- f- o V j �' N Vri a N � WAY co cnEn \ x o t d �- N cn a cn cn +- Q m d d o o l- r- f- z n 1 1 z ` ! N Qa ti Q cu„ ,� N z z r w Q o �> Q Q Q z N N m in cn HIGHCLERE v. rJ, s \ CI -) J r , ,� m cn N N w w cncncn w m cn N cn (PRIVATE STREET) (UNIT 3) SEE SHEET 5 370 368 366 364 362 360 358 356 354 352 350 9 +50 368 366 364 362 360 358 356 354 352 350 9 +50 �'-, \,oR ,0- PEMBERLEY PASSAGE AVENUE 43T o' cN�� °Q��S STA. 10 +00.00, C.L. TO STA. 13 +61.38 C.L. (PUBLIC STREET) N,11,5 40N STA. 13 +61.38, C.L. TO STA. 20 +00.0 C.L, (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL TI =6 R =59 370 370 W 368 368 i a Q WI 366 366 W m I� N N } h M W II O� Lo ro >> I� M td[f v V -i �A w o M is a0 a OI I \ dM W m M In ,n In Lo M ° .,r N N N ° 364 364 :<:'I :� � �� W O I W W j M M M M M W r r�'1 > M M m Li n rrjt'`� n W l; W j > w W U w fn M M M Ci u�7 t[ ° M M M W J > W W W W J U J> t j j> M \ M 4 tn MW to Q^f0 `" W W W W W w Z U W J W > > L'i J 362 362 Jm M U O J >�1 M W Z W ^W-! J J J W t0 d t.� W 117 Q1 cr lA W W W ^ t0 n N M U7 (O W O W j Z W Z W J W +> J N M O n H^ CO I.� qt U-) 1� J J m J Z J Q,O Im U M ty N ^ [A CO O Q Q U J nj d' t0 Ui W Q <••) W W (,� O W J Qj m Z r ° < $ ,n ,4 v a= W w 2' w VI W = O W U st CV tC N > N d cc O d st O U a {I'' 0 to + + x W+ VI M M 360 M O In M W 09 \U M m M ° r'j .01 1 + + + + + U - J N O U7 360 M M CA J Z Z to lA N N W W N m N U< CJ N N N M M M 1- Q r Q En Go 01 p + j j W j j j U a6 W C.� wi ul •� O CC + J (n y>j �' ¢ .- r '..' r. v Z r < + + + Lo W W J W j O W N .J u: U CD (n M J Cn ac F-- �' U U U U- Q �' lea r- J J W J W W J U+ ' m w + u: O 4+ a fn U Li < 0.i < LC CL' 'Q CY W O H O W �-' W w W w W W W I mj cL) + Q Z m < �W C+O w ai CA ti u~i a cn a n a cn m (n � �� z In < Li ,Q_ a a a 358 358 l a d a a r "� � r a a ljl r U� cola I- ad cn a N � �; 0r a ca < ° O u < EXIST. GROUND I ° < �' (A Z° < m a w In M 4i m M w c~i� w a a n ®CENTERLINE 6 w t..i CA m In '- PROPOSED NORTH FLOWLINE - - - - - _ 356 356 W V) --- 5-- 0= 6� -- - -- - - -- - -- - - - - -- - - -- -- S= -0.25% - - 5= 0.799: 354 354 - - - - - - - - - - - - - - - - - - - XIST. GROUND 0 CENTERLINE S =0.259 - S -0.84% S=0.30% -- PROPOSED NORTH FLOWILIN WUNE 352 352 10 +00 11 +00 12 +00 13 +00 14 +00 15 +00 16+00 350 350 15+50 16 +00 17 +00 18 +00 ry > In M Lh M n A tj W W Ooi DELTA W W 38.55' = N Lo CJ M W CD O p Z U nj W U•f C-j � pj to om }IOmLo 3 r- Q U .- 1 (:5 O `Iv Ur �1 > > C-5 a:Ct co In a^ IJ -- �cn ��--- - - - - -- 39'21'10" 6 ) c 10 +00 11+00 LEGEND: 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 PA PROPERTY LINE Q 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 -t. (Z>-- FURNISH & INSTALL PRIVATE STREET LIGHT -5800 LUMEN "LED" TYPE. SEE DETAIL '5' ON SHEET 5. FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST -14. -0.25% 12 +00 13 +00 14 +00 S =0.25 CURVE TABLE CURVE RADIUS LENGTH Ooi DELTA C0 40.00' 38.55' CN 55'13'17" d M M �ul I" 1 .r v: \ M mj to N to 0618'52" 3 60.00' 49.38' M M M M> 47'09' 23" > > > ~ O J z _j 05'28'50" IJ W W W -�J W W W z w 39'21'10" 6 ) c N N Q Y r, W ti 91'05'07" t0 w OR ° N J 41'44'24" C7j * 00 + JN � M � � _ 05'32'29" N 25.00' U +M a M W �- Q W ry a 95'52'23" c� < < � � z '- c it a_ mw m'nn aU) ac~i) aI- d'< ,0� c�cCwmin 01'45'40" 1 11100' 8.10° in- -- -0.25% 12 +00 13 +00 14 +00 S =0.25 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C0 40.00' 38.55' 20.92' 55'13'17" 2 65.00' 7.16' 3.59' 0618'52" 3 60.00' 49.38' 26A 47'09' 23" 4 525.00' 50.22' 25,1_3' 05'28'50" 5 25.00' 17.17' 8.94' 39'21'10" 6 ) 42.00' 66.77' 42.80' 91'05'07" 7 25.00' 18.21' 9.53' 41'44'24" 8 523.00' 50.58' 25.31' 05'32'29" 9 25.00' 41.83' 27.70' 95'52'23" 10 25.00' 40.25' 26.00' 9215'13" 11 488.00' 15.00' 7.50' 01'45'40" 1 11100' 8.10° 4.29' 4625'22' 1 10.00' 7.81' 4.12' 4444'07" 14 482.00' 69.33' 34.73' 0814'29" 1 488.00' 84.57' 42.39' 09'55'45" i 10.00' 7.95' 4.20' 45'34'23" 1 25.00' 39.27' 25.00' 90°00100" 1 25.00' 37.75' 23.52' 86'30'28" 19 512.00' 15.00' 7.50' 01 40'43" 4 10.00' 7.82' 4.12' 44'47'02' 2 T0.00' 8.09' 4.28' 46'22'23" 4' 518.00' 27.01' 13.51' 02'59'15" am+ 512.00' 40.90' 20.4i 04'34'36" 28.49' 20.00' 20.26' 11.09' 58'02'03" 3.00' 475.00' 41.17' 20.60' 04'57'57' 25.00' 19.42' 10.23' 44'29'50" 0314'45' 42.00' 59.08' 1 35.62' 1 80'36'07" CURVE TABLE CURVE RADIUS LENGTH NT DELTA 01 25.00' 20.56' ' 47'07'46" [j2 477.00' 41.82' 72013' 05'01'25" 3Q 518.00' 161.90' ' 17'54'29' 31 488.00' 59.55' 2%81' 06'59'29' 5 482.00' 44.62' 22.32' 0518'13' ® 10.00' 7.81' 4.12' 44'44'07" 4 10.00' 8.10' 4.29' 46'25'22' ® 488.00' 15.00' 7. 354.65' 01'45'40' P•R•C• 25.00' 35.45' 354.60' 5' 8114'51" STA. 17 +62.03, 15.00RT. 500.00' 183.39' 11 3' 21'00'52" STA 17 +78.92, F.O.C. 500.00' 156.28' B.C. 8' 17'54'29' 354.24' 500.00' 13.66' STA. 19+61.22, 18.00RT. STA. 19 +69.31, F.O.C. 01'33'55' 14 500.00' 142.62' ]54. 354.05' 16'20'35' 41 500.00' 108.30' N�7 M 12'24'36' 4 65.00' 3.16' J W W W U J c-, w 02'47'23' 4 30.00' 28.21' ' 53'53'03' w 507.00' 34.62' 17. 360 03'54'45' 4 7.00' 21.99' W W 180'00'00" 005 (°O zwuj 493.00' 33.67' 16. 4' 03'54'45" 4 3.00' 9.42' am+ Wmm + 180100'00" 358 503.00' 28.49' 14. 5' 0314'45' 4 3.00' 9.42' SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY THE ®CONSTRUCT 180 00'00" 497.00' 28.15' 14. CITY ENGINEER /DESIGN ENGINEER. 0314'45' 51 20.00' 9.02° 4. 25'50'31' STATIONING TABLE - 6" CURB REF. NO. DESCRIPTION C.L. STATION F.O.C. STATION T.C. ELEV. 01 P.R.C. STA. 16 +31.79, 15.05LT. STA. 16 +32.05, F.O.C. 354.88' [j2 P.R.C. STA. 16 +39.05, 18.00LT. STA. 16 +39.$6, F.O.C. 354.92' 3Q E.C. STA. 17 +10.97, 18.00LT. STA. 17 +09.19, F.O.C. 354.70' 355.87' B.C. STA. 18 +04.37, 18.00LT. STA. 18 +02.59, F.O.C. 354.43' 5 P.R.C. STA. 18+11.51, 15OOLT. STA. 18 +10.54, F.O.C. 354.35' ® B.C. STA. 19 +66.90, 14.95LT. STA. 19 +68.23, F.O.C. 354.05' Q7 P.R.C. STA. 19 +73.93, 18.00LT. STA. 19 +76.32, F.O.C. 354.09' ® B.C. STA. 17 +25.61, 1110ORT. STA. 17 +32.12, F.O.C. 354.65' ® P•R•C• STA. 17 +32.75, 15.00RT. STA. 17 +40.07, F.O.C. 354.60' 0 P.C.C. STA. 17 +62.03, 15.00RT. STA. 17 +70.97, F.O.C. 354.55' 11 E.C. STA. 17 +69.17, 18.00RT. STA 17 +78.92, F.O.C. 354.60' ©2 B.C. STA. 19 +14.94, 18.00RT. STA. 19+24.69, F.O.C. 354.24' t[]3 P.R.C. STA. 19+61.22, 18.00RT. STA. 19 +69.31, F.O.C. 354.12' 14 P.R.C. STA. 19 +68.48, 15.05RT. STA. 19 +77.12, F.O.C. 354.05' w STATIONING TABLE - MEDIAN CURB _! DESCRIPTION C.L. STATION E.P. ELEV. T.C. ELEV. 21 E.C. 368 355.41' 356.24' vI 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' 0 B.C. STA, 10 +97.76, 5.00 RT. 355.37' 356.20' © P.C.C. 366 354.69' 355.19' I- E.C. STA. 14+01.47, 3.00LT. 354.62' 355.12' ® B.C. STA. 14+36.62, 3.000. 354.71' 355.21' °I E.C. STA, 14+36.62, 3.00RT. 354.69' 355.19' 31 E.C. 364 354.60' 355.10' f P.R.C. STA. 13 +73.14, 3.00RT. 354.67' Mj I M n STA. 14+75.64, 3.00LT. 354.72' 355.22' ® w a�q rn j L - - _ _ A - ,? 362 N�7 M ® I•�') ul "I ,"] 1A M J W W W U J c-, w W cn UNIT BOUNDARY J KI J w Wj w - `--'zz - 360 -w,,, W W COLORED STAMP CONCRETE - SEE LANDSCAPE PLAN FOR DETAILS. W W W W U uj 005 (°O zwuj Q�M Z 8� CONSTRUCT ISLAND PASSAGE WAY WITH 2' WIDE DETECTABLE WARNING SURFACE ON 4" a FLOWLINE STATION - SEE TABLE a 4 d am+ Wmm + J Ox c"cn 358 M W c N d �;dtj SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY THE ®CONSTRUCT 5' MEANDERING SIDEWALK PER C.O.B. STD. ST -3. CITY ENGINEER /DESIGN ENGINEER. a.aa- to N (n 'S=0.76% - -- ® - laj !~n -- -- - - - -- 356 C.O.B. STD. ST -2. 354 S= -1.27% S= -0.25% PROPOSED NORTH FLOWLINE 352 350 19 +00 20 +00 20 +50 STATIONING TABLE - MEDIAN CURB REF. NO. DESCRIPTION C.L. STATION E.P. ELEV. T.C. ELEV. 21 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' © P.C.C. STA. 13+73.14, 3.00LT. 354.69' 355.19' ® E.C. STA. 14+01.47, 3.00LT. 354.62' 355.12' ® B.C. STA. 14+36.62, 3.000. 354.71' 355.21' ® E.C. STA, 14+36.62, 3.00RT. 354.69' 355.19' 31 E.C. STA. 14+01.47, 3.00RT. 354.60' 355.10' S P.R.C. STA. 13 +73.14, 3.00RT. 354.67' 355.17' ® EC. STA. 14+75.64, 3.00LT. 354.72' 355.22' ® B.C. STA. 15 +15.44, 3.00LT. 354.82' 355.32' L - - _ _ A - ® STA. 15 +15.44, 3.00RT. 354.81' 355.31' ® B.C. STA. 14+75.64, 3.00RT. 354.71' 355.21' LINE TABLE LINE N0. BEARING LENGTH U N83'26'S2'E 153.23' L2 N65'32'23 "E 24.29' 132' A 12s' N TEMP SUMP _ 2 VOLUME REQ'D: 0.104 AC.FT. VOLUME PROVIDED: 0.104 AC.FT. 126' 132' W 368 co in m M i� N N J p 0 's o C �* ;r, rri � I3 366 d C-4 C14 er U� Win U�. U! � \ 17 MM � Z �' �' � '� io M 0 I M .J m M 14' u') "' �'� 364 u> ,A � M M M O'er TEMP. M j j \Zj \Uj\ ~I j > >O M4 j iC SUMP ®ETAIL > > > W w W J U' W m Z J J? W f W (� (..) J Z J j J W OI ,A O W W W J W W Iy W W Cj W U J O I J u- W W W W t� M W W W W C,;� m U m �� m W ° w aU . Z -W-4 -� M 362 {PRIVATE) m Y t\ 2 J M s � $3 J - C� I m a. z Z ,fl d Y 0 tom. to „7 M M A u°7 Z� tCj,QOi Ut..:^ co -��U�� _3� °U-' 1GIy F,,�,ML'i0 -0 SOW I>y c>iy J tb tF S!•) m t0 n < + ° ti + ° Q �L) ti N W m m + = cn + to U + Cra J J W W + + } a t; ,+ 00 I i EXIST. GROUND Za. r` z < ^ z a + Q + 1 I 1 M U °°cm -jcn °0 0� W W W v Jr '-or ®CENTERLINE `i?� `i �� j'Zr a`� cicicir¢ °' -����a a a 360 z�ra- tiw� c-? °Zla --65 ci< ooc'ra- "aQwa -�Q� N 3 ' LL' . H Ir H CU Q m Q] Cn N W m (n W W H m N ai N LL N Call C D N Z n L1 r r M t+j 126 MF CL. ��j� - - -- ---- - - - - -- - --------- - - - - -- -- - -- - -358 356 3'1 S= -0.25% ------------- 354.23 ELEV. DWS:354.23' ELEV. _ - 364.23 ELEV. ---------------- S =0.25% S= -0.25% 354 sz�.7 SUMP BOTTOM 353.73 ELEV. -�E QED SOUTH FLOWLINE 4S=0.68% 352 A TEMPORARY SUMP DETAIL 2 SCALE. 1 " = 20' 15 +00 16 +00 17 +00 18 +00 19 +00 20 +00 20 +50 350 REQUIRED VOLUME: 0.104 AC -FT PROVIDED VOLUME: 0.104 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: (CONT.) LEGEND: CONT ) CONSTRUCTION NOTES' Ri FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: "R1 "W31(CA)" CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/ 3 WINGS PER C.O.B. STD. ST O ,. CONSTRUCT TYPE B CURB & GUTTER PER C.O.B. STD. ST -1. Q INSTALL W31(CA) SIGN WITH OM4 -3 MARKER AT LIMITS OF ON -SITE -1" -STOP -END 'R26(CA)" -4. 0 CONSTRUCTION IF ADJACENT TRACT IS NOT CONSTRUCTED AT THE SAME - NO PARKING PARKING AREA -SEE NOTE 6. 2� CONSTRUCT 5' DETACHED SIDEWALK PER C.O.B. STD. ST -3. 14 TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT SITE. TYPICAL "3" -- D STORM DRAIN -REFER TO SEWER &STORM DRAIN PLANS W -� CONSTRUCT CASE "A" RAMP PER DETAIL "4" ON SHEET 5. STREET CORNER -SEE DETAIL ON SHEET 5. ® STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS �-+ ® CONSTRUCT 6" CONCRETE CURB WITH 12" TOTAL CURB HEIGHT 15 TYPICAL STREET BULGE - SEE DETAIL "6" ON SHEET 5. "A" `- PIPE SIZE 8 s- UTILITY W AND 6" REVEAL PER DETAIL "1" ON SHEET 5. 1fi CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. CONSTRUCT TYPE CATCH BASIN WITH 3.5' OPENING PER C.O.B. STD. D -14, UNLESS NOTED OTHERWISE. S=SE SEWER D 5� PROPOSED BLOCK WALL & LANDSCAPE -SEE SEPARATE PLANS FOR 1© PROPOSED STRIPINGS AND MARKINGS. co) =DRAIN DETAILS. S SEWER -REFER TO SEWER &STORM DRAIN PLANS SECTION DESIGNATION © PARKING AREA, 6" THICK CONCRETE -SEE DETAIL "2" ON SHEET 5.18 FURNISH AND INSTALL 3 - 3" BLANK CONDUIT PIPES. © SEWER CLEANOUT -REFER TO SEWER &STORM DRAIN PLANS. sECrl°N LETTE ix PROPOSED PRIVATE ENTRANCE GATE -SEE SEPARATE PLAN 19 FURNISH AND INSTALL 2 - 2" BLANK CONDUIT PIPES. ® SEWER MANHOLE - REFER TO SEWER & STORM DRAIN PLANS. L - - _ _ A - ® FOR DETAILS. CONSTRUCT 10' MEANDERING SIDEWALK ® CONSTRUCT TYPE D -4 CURB PER CALTRANS 2010 STANDARD PLAN A87A. cm 2 SHEET WHERE SECTION IS SHOWN ti PER C.O.B. STD. ST -3. 21 FURNISH AND INSTALL cn UNIT BOUNDARY CONSTRUCT 6' WIDE DETACHED SIDEWALK PER C.O.B. STD. ST -3. TRAFFIC SIGNS - SEE SHEETS 9 AND 10 FOR DETAILS. - PROPOSED SAWCUT LIMIT LINE 10 ENTRY MONUMENT- SEE SEPARATE LANDSCAPING PLAN ® COLORED STAMP CONCRETE - SEE LANDSCAPE PLAN FOR DETAILS. O1 CURVE NUMBER FOR CURVE DESCRIPTION 11 O FOR DETAILS. CONSTRUCT TYPE A1-6 CURB WITH 6" REVEAL PER CALTRANS q; CONSTRUCT ISLAND PASSAGE WAY WITH 2' WIDE DETECTABLE WARNING SURFACE ON 4" 1Q FLOWLINE STATION - SEE TABLE 2010 STANDARD CONCRETE WALKWAY. FOR DETECTABLE WARNING "4" DETAILS, SEE DETAIL ON SHEET 5. O ITEM OF WORK - SEE CONSTRUCTION NOTES 1 SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY THE ®CONSTRUCT 5' MEANDERING SIDEWALK PER C.O.B. STD. ST -3. CITY ENGINEER /DESIGN ENGINEER. "M " ® CONSTRUCT TYPE -10" REVEAL MEDIAN CURB PER C.O.B. STD. ST -2. 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 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 ALERT Call: TOIL FREE 1- 800-227 -2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SER ACE ALERT OF SOUTHERN CA FORNIA rn O f� M O cr- O ¢ J I W ¢ W U co 3 0 J .- w Co o E W of w Y m O \ U-) m \ m rn d gz� z i I m m W U o N Q 0 W cm 00 U. 0 Z a U 0 V m LL! a) W -� Z �-+ V Q W w Q to co) CL O *_ Z W ix LLI cm -' ti a Lu �N Vl - 0 cn U W cm 00 U. 0 1 1 C 11.6 7 362 M � 10 I V11 L13 d z CD 11 tl O o Q �J CU Ci C4 U + N + cN - S= _- U > J c coo rnW r C6 + + 362 p c CD ti 00 � o >V N 11 v <C-iJ N a NN ++ 07 ci Li <d ►mU-)FN- +O vQ ~p c__00 1 i U O a � Lu elf w C6 U J o Z. ANN �N t� 6 � & Q 1J� s 6 20+uu 7 mair �� .• °•'r•�' '� �4W..� a Qa. a J OV, 366 FEEM UNIT 1 ANN C.L. STATION 362 M 364 J u:w I ag I d z CD 358 = ° ° 11.8 sN U it. m° ° 10 It II S= _- U > _0.252 SEE SHEET 2 352 I 350 362 U- I NM N 11 v <C-iJ I to 01 c5 cV ii U �CJIi r � JO< 07 a Nmj> �J CU O JO O Ii U O a � Lu elf w C6 U J o Z. -� WmJ`` mMWW GmdN wMWm ¢' a + STA. 20+96.97, 15.00RT. i Caw (;Iia W V ti Z tiww 6,.1 _ m `�'-�` o Ci d c..la Ip M00 d' C-4 r co� moor �tIZ °4n�co 'WWJ �t L J Moo: o ccm. -lo ro pj Qj rom,n I r o NQ d O -lip nom.•: < w OO 11dd �J° !.z N 3 + d1>7t�Ojj+ 3 + W ^� '� Q m la. NO d n N� >_ QZ t4 P.R.C. W N W M ° ani0 I+ '� w "7 � N NNN F aW NNN N U 04. - N_j6i Al Qw U NN M it NN N ° it m MM ° L� NN N MM I NN ti ° ° < l c�c�i> °v'--F << 1d QU I moo! I <d�L o - O w z 1 d¢ d I- v� v� ci ! < < U vii z - Ww N(nto (!> I Wz° W r t-r�- snin [/7 m D;N N 4 ( G F-3 n STA. 10+66.90, F.O.C. 354.71' -S 8's �5) s 5 N _ ._._ _ _ �.._ ,..� _•_ -• 4 ._. 23+00 85�49:00_W • 323.56_ 12 X_ �ct'/ (J. R)* 13 Jk s� P 14 / P L 6 Z 1 P.R.C.- P.A.F.L. 3 Z o 0 / �• a o IST A. 25 +16.78 C.L. 14.57LT., \\ r v- c' c�> I c5 c5 I o J PEMBERLEY PASSAGE AVE.= r 32 p, o- \ ra r ip��" o o `` o! J ,,, STA. 25 +43.73, P.A.F.L. r- O ca > j 6 I c,, c� I o! o �`I S t p Ca �1jOV �j �\ c•►% W \\ �7u� cJ� 00 ni II c_j ` moo, k u; v, > '" + `r `r +Ir ^ ��'` I I 1 P - -STA. 25 +54.00, F.O.C. - \ A P� % �\ , >� j0• U Us O� fP'd'. N ,a: ,� M a + JOa JJ W vv- j J�' c' \ �+ JO' O c�"' �% r N I`04 a m a <r Nlw Mzm cil.:ci C_)L O P.R.C. - F.O.C. z� + ��' .' o c+X i N > N a l0 W = I I -° J STA. 25 +18.83, C.L. 20.2117T ,n ra �' w C4 cr mU�ci�rio ,cio 1 f s s+. u- �v ,fl �• cP \ �". �' W 06 �cn rn ° < v NO d-o I T PEMBERLEY PASSAGE AVE.= 0. o t r � j Qa m ry �� � �� � `" k � J� � � � o Q o < �c� v~i � _ I � o � STA. 25 +61.60, F.O.C. Jip OMIn In0 e'Z� c9 6+ W Jr O \ O a X f9 k cvc� S t� 6 t- - t, 000 N ( 1 to 1 a + o c9Z cp 6 0 �N �t c►�t� r GO V) o f ++ ++ ( 8' 1 364 b ANN C.L. STATION 362 M 364 J u:w 360 ag I d z CD 358 = ° I., sN U M �n d 356 354 S= _- U > _0.252 SEE SHEET 2 352 I 350 362 19 +00 20 +00 i SE ?y � X • c►c'. � \ O- mac' v c+c'' Q. 26 �' Qz a•�v mod• 15 34 I aW NNN NN i I I 1 DRIVEWAY r`r�J' °v d« ci d< 3 i Oh STA. 25 +67.97, F.O.C. II wW (~/1(1 N m NCA 1 i 1 s 33 E.C. GRADE BREAK - F.O.C. 0- s END P.A.F.L.® F.O.C. BEGIN P.A.F.L. ® F.O.C. 35 DOCKERY STREET STA. 25 +31.43, C.L. 18.00LT., 31 STA. 22 +34.57 F.O.C18 OORT STA. 22 +38.87, F.O.C. OORT.= (PRIVATE SHEET 4T) PEMBERLEY PASSAGE AVE.= STA. 22 +35.44, P.A.F.L. STA. 22 +38.94, P.A.F.L. STA. 2574.46, F.O.C. 16 I J 1\11 T 1 ' E.C. /GRADE BREAK- P.A.F.L. 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 STA. 25 +31.43, C.L. 12.00LT., PEMBERLEY PASSAGE AVE.= STA. 25+58.68, P.A.F.L. 366 STATIONING TABLE - 6" CURB REF. NO. ANN C.L. STATION °� r ° 364 � f.� 04 N M d L.� to U7 J to >_'- M E.C. I., m �1 M M �n � M Q M M M Q 353.49' > U > M > 0 > J Z > tl > > si > >J I W 362 W Wd' W O uj W� W � Y w W QW w Q W STA. 22 +66.78, F.O.C. Q 07 ZWJ Jap ui m�_Lap Lu elf w C6 360 _j Lei Ja LL: WmJ`` mMWW W2� GmdN wMWm ¢' a + STA. 20+96.97, 15.00RT. d+ d2N o-W N UNJfn U'C�+ UmN aM2 + 1.N }� a � ji I N UN 358 aN I EXIST. GROUND ° 1 f-"mw o- w °z 1 G 9N Y d v a Li B.C. UI., n CENTERLINE ? �", v v I? m; m� a N N tai En STA. 23+95.30, F.O.C. i t4 P.R.C. STA. 10 +59.14, 35.00LT. ------------------ 354.64' - - - 356 E.C. STA. 10 +66.28, 38.00LT. STA. 10 +67.90, F.O.C. 354.71' 16 S =o.35% - 354 STA. 11 +03.81, F.O.C. 354.84' ® S =0.25% STA. 11 +13.32, 39.82LT. STA. 11 +15.14, F.O.C. S_0.25% ® P.R.C. STA. 10 +58.14, 35.00RT. STA. 10 +58.95, F.O.C. 354.63' SEE SHEET 4 S=-0.25% STA. 10 +65.29, 38.00RT. STA. 10+66.90, F.O.C. 354.71' B.C. 352 PROPOSED NORTH FLOWLINE 354.80' 21 P.R.C. STA. 11 +13.32, 39.82RT. STA. 11 +15.14, F.O.C. 354.85' 36.00' 136,41' 32.00' 90'00'00" Li 350 21+00 22 +00 180'00'00" 23 +00 24 +00 25 +00 26 +00 STATIONING TABLE - 6" CURB REF. NO. DESCRIPTION C.L. STATION F.O.C. STATION T.C. ELEV. 0 E.C. STA. 20 +91.89, 18.00LT. STA. 20 +98.52, F.O.C. 353.79' (] NOT USED E.C. STA. 10 +50.00, IO.00RT. 354.62' ❑3 B.C. STA. 22 +13.35, 18.00LT. STA, 22 +19.98, F.O.C. 353.49' ® P.R.C. STA. 22 +20.49, 15.00LT. STA. 22 +27.93, F.Q.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' 07 B.C. STA. 23 +57.59, 18.00LT. STA. 23+67.45, F.O.C. 353.75' ® P.R.C. STA. 23 +70.19, 20.21 LT. STA. 23 +80.31, F.O.C. 353.80' Og P.R.C. STA. 20+96.97, 15.00RT. STA. 20 +97.35, F.O.C. 353.73' >D E.C. STA. 21 +04.11, 18.OMT. STA. 21 +05.30. F.O.C. 353.78' 11 NOT USED 14.95' 7.55' 19'55'11" ©2 B.C. STA. 23 +86.17, 18.00RT. STA 23 +87.35, F.O.C. 353.84' ©3 P.R.C. STA. 23 +93.31, 15.00RT. STA. 23+95.30, F.O.C. 353.79' t4 P.R.C. STA. 10 +59.14, 35.00LT. STA. 10+59.95, F.O.C. 354.64' © E.C. STA. 10 +66.28, 38.00LT. STA. 10 +67.90, F.O.C. 354.71' 16 B.C. STA. 11 +02.18, 38.00LT. STA. 11 +03.81, F.O.C. 354.84' ® P.R.C. STA. 11 +13.32, 39.82LT. STA. 11 +15.14, F.O.C. 354.80' ® P.R.C. STA. 10 +58.14, 35.00RT. STA. 10 +58.95, F.O.C. 354.63' 19 E.C. STA. 10 +65.29, 38.00RT. STA. 10+66.90, F.O.C. 354.71' 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' STATIONING TABLE - MEDIAN CURB REF. NO DESCRIPTION C.L. STATION E.P. ELEV. T.C. ELEV. 21 B.C. STA. 10 +50.00, 10.00LT. 354.62' 355.12' ® E.C. STA. 10 +50.00, IO.00RT. 354.62' 355.12' ® B.C. STA. 11 +11.69, 10.00LT. 354.77' 355.27' ® E.C. STA. 11 +11.69, 10.00RT. 354.77" 355.27' LINE TABLE LINE N0. BEARING LENGTH L1 N24'27'37 "W 126.69' CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 1 500.00' 68.65' 34.38' 07'52'01" 2 37.00' 51112' 37.00' 90100'00" 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' 4534'24" 6 37.00'_ 12.86 6.50' 19'5511" 7 43.00' 14.95' 7.55' 19'5511" 8 80.00' 181.29' 170.93' 129'50'22" 9 74.00' 167.69' 158.11' 129'50'22" 10 37.00' 12.86' 6.50' 19'55'11" 11 43.00' 14.95' 7.55' 19'55'11" 1 25.00' 47.20' 34.52' 10810'45" 1 488.00' 15.77' 7.88' 01'51'04" 14 488.00' 2.10' 1.05' 0014'47" 1 10.00' 7.99' 4.22' 4548'06" 16 1 10.00' 7.95' 4.20' 45'33'19" 1 25.00' 39.27' 25.00' 90'00'00" 18 10.00' 7.95' 4.20' 45'34'23" 19 35.00' 11.33' 5.72' 18'32'56" 42.00' 159.14' 125.17' 217'05'53" 21 41.00' 13.27' 6.70' 1832'56" 36.00' 136,41' 32.00' 90'00'00" Li 10.00' 31.42' - 180'00'00" PEMBERLEY PASSAGE AVENUE (PRIVATE STREET) SEE SHEET 2 T I iii I I' it i 'bI 1111 3 a � rJrJR1 r OS O OL (J 1 \1 IT 3) 1_2 CONDUIT 1 -3" CONDUIT I. I Ii � 3 i 1 t f I OD � P P � IEi Y � A�,N SEE UE (P�r) s►'+EET 2 IJ 1 \1 IT I B.C.- P.A.F.L. J STA. 11 +02.20, C.L. 32.00LT.= II U. STA, 11 +02.18, P.A.F.L. ° it J P.R.C.- P.A.F.L/ N 1 ©y STA. 11 +15.24, C.L. 34.13LT.= M < U H o cj J rM � M m M r _ ci STA. '/ O U • . P.A.F.L. �.F.Ln$. o J z \ 0 3 U u- L, O °,, � 2 N � Q oo oo Q m Ell I wo � ± �NV m w ' h ++ in If; > + > IZ co C7 + +E ��? E >` O COtt��% VC O i �i o °< °< Q M O C4 0 W �ncn w NN Iv, P/L 16 17 v' ° ^ ^� c� / �N- / 1415 4 c') Q uo IL 14111- c� K) Sa J� / to) 04 N L1_ 14 I� u `PA 0 0 B S1,4 10 CD EGIN L;/BEGIN P A E.0 RA. i0 +5100' L1' 32•ciZjl?T = $� ti srq.lo +3s 4 STq, 10 +38 .O& , 32. DORT _ vQ Nr No J 1 \11 . jJ 1 f � 1lx�p = o l2N C -, 4 Q 4� h'v Q a LLi OQ DOWNTON COURT r 1 1 I v (PRIVATE STREET) Ld ' I N STA. 10 +00.00, C.L. TO STA. 11 +26.69 C.L. I SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL a ° W 368 in o� 368 q cp w amm I �' l� Q ix O00w M Z 364 M Q rn NN w>' W J W 'bI 1111 3 a � rJrJR1 r OS O OL (J 1 \1 IT 3) 1_2 CONDUIT 1 -3" CONDUIT I. I Ii � 3 i 1 t f I OD � P P � IEi Y � A�,N SEE UE (P�r) s►'+EET 2 IJ 1 \1 IT I B.C.- P.A.F.L. J STA. 11 +02.20, C.L. 32.00LT.= II U. STA, 11 +02.18, P.A.F.L. ° it J P.R.C.- P.A.F.L/ N 1 ©y STA. 11 +15.24, C.L. 34.13LT.= M < U H o cj J rM � M m M r _ ci STA. '/ O U • . P.A.F.L. �.F.Ln$. o J z \ 0 3 U u- L, O °,, � 2 N � Q oo oo Q m Ell I wo � ± �NV m w ' h ++ in If; > + > IZ co C7 + +E ��? E >` O COtt��% VC O i �i o °< °< Q M O C4 0 W �ncn w NN Iv, P/L 16 17 v' ° ^ ^� c� / �N- / 1415 4 c') Q uo IL 14111- c� K) Sa J� / to) 04 N L1_ 14 I� u `PA 0 0 B S1,4 10 CD EGIN L;/BEGIN P A E.0 RA. i0 +5100' L1' 32•ciZjl?T = $� ti srq.lo +3s 4 STq, 10 +38 .O& , 32. DORT _ vQ Nr No J 1 \11 . jJ 1 f � 1lx�p = o l2N C -, 4 Q 4� h'v Q IDENTICAL POINTS 366 366 368 368 364 �, m m m m M M 364 366 a J o °° N 366 N (p CV CV CV LG�? to rn M KAY M M -I •NM M M M KmY M Q M > > J M 362 _ °° `° M> > U > Of 1� m L'i w l.a_ W W O J J W i� J Z m J J M d 1n � tp Q O W Z m(L. W W W Q J 36 4 J >> J> > `n W o W W w m 6Mp 362 364 `� > � W .• Ln d M W Lq C4?' Q O W W Q W O W Z W W W W L'.I Q W W W W �"i Ki BLS M tp f `- Np'y 41 W O W Qj a � Wp ,'`� Mn �•% "' �?TdU �o ao W) W at !71 W J ®� �I < O O M 360 362 M M M M O \e, c J cV �' �A Q sG 362 360 rn Mc.a Q M M M M > <n U Z m O! J Z to ® � J W l.� m Z_ f� J �p O N ci W W W J In 10 !n m d W.! > W J C..)^ ZWZ00 I.t_O QN IJiM = +WW d O+ U- + + W W W W O .IOO liO Q.- Wt[7 w w w w `; w ®Io,I p d o o N ,� N U c%1 -1 a N N EXIST. GROUND dZ N n 358 w w w w + w o ai ci w 0ICENTERLLIINE 358 a O 1 1 F- N Q N a W d Q d i Q 360 I d a d N m N a N W N N d SQL z N � ® CENTERLINE 1 o! 360 I d a a e� M ei D: IQ_ °a < I J z d N -- 358 Ix U <�o cad c d Zc?�c?r- \ \v �n1 d cid odd mN acn o:r U N d d 0 0 0 'Q U d O d ° d I- O W W F- I- M W VY W m (n - - - - ad \ M wN o_o_aov~i �ic~n < n wH VDZD mcn Qcn WWcnmcn _M W _ - 356 358 °° P° ~ Z f- 356 ------- - - - - -_ -- - - - - - - - -- - - -- -- ------- - - - - -- 354 354 356 356 S=- 0,259G S =0.25% S= -1.02 S =099 352 354 s =o.25� 354 352 PROPOSED SOUTH FLOWLINE s =2.24% . S = -2.24 350 350 352 s -1.272 PROPOSED EAST FLOWLINE 352 19 +00 20 +00 21+00 22 +00 23 +00 24 +00 25 +00 26 +00 9 +50 10 +00 11+00 12 +00 13 +00 LEGEND: ABBREVIATIONS F.L. FLOWLINE POVC POINT ON VERTICAL CURVE C.L. CENTERLINE SVC 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 Q 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 LIGHT -5800 LUMEN "LED" TYPE. SEE DETAIL "5" ON SHEET 5. (- FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST -14. EGEND: COQ LEGEND: (CONT.) CONSTRUCTION NOTES: INSTALL W31 CA SIGN WITH OM4 -3 MARKER AT LIMITS OF ON -SITE NOTES: RI CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY " " 13 CONSTRUCTION )IF ADJACENT TRACT IS NOT CONSTRUCTED AT THE SAME 1. FOR SEWER AND STORM DRAIN - SEE SEPARATE SEWER AND FURNISH &INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: O CONSTRUCT TYPE B CURB &GUTTER PER C.O.B. STD. ST -1. � W/ 3' WINGS PER C.O.B. STD. ST -4. "R1 -1" - STOP "W31(CA)" - ENO ZO CONSTRUCT 5' DETACHED SIDEWALK PER C.O.B. STD. ST -3. TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT SITE. STORM DRAIN PLANS. "R26(CA)" - NO PARKING PARKING AREA - SEE NOTE 6. 14 TYPICAL STREET CORNER - SEE DETAIL "3" ON SHEET 5. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. - - -D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS Q3 CONSTRUCT CASE "A" RAMP PER DETAIL "" ON SHEET 5. 15 TYPICAL STREET BULGE - SEE DETAIL "6" ON SHEET 5. OVER 0.40' AGGREGATE BASE OVER 1.00' COMPACTED O.G. TO CONSTRUCT 6 i CONCRETE CURB WITH 12 �� TOTAL CURB HEIGHT BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. ® 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. 3. HOVINGHAM DRIVE (LOCAL COLLECTOR) - PAVEMENT TO BE 0.30' 8 "s- u nuTY O PROPOSED BLOCK WALL & LANDSCAPE -SEE SEPARATE PLANS PROPOSED STRIPINGS AND MARKINGS. TYPE "B" A.C. OVER 0.40' AGGREGATE BASE OVER 1.00' COMPACTED Istr 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 18 FURNISH AND INSTALL 3 - 3" BLANK CONDUIT PIPES. O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. SEWER - REFER TO SEWER & STORM DRAIN PLANS SECTION DESIGNATION: ® PARKING AREA 6" THICK CONCRETE -SEE DETAIL "2" ON SHEET 5. STD. ST -9. S SECTION LETTE PROPOSED PRIVATE ENTRANCE GATE -SEE SEPARATE PLAN 19 FURNISH AND INSTALL 2 - 2" BLANK CONDUIT PIPES. 4. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS Q SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. A FOR DETAILS. ® CONSTRUCT TYPE D -4 CURB PER CALTRANS 2010 STANDARD PER C.O.B. STD. D -14, UNLESS NOTED OTHERWISE. SEWER MANHOLE - REFER TO SEWER & STORM DRAIN PLANS. 8 CONSTRUCT 10' MEANDERING SIDEWALK PER C.O.B. STD. ST -3. PLAN A87A. ® 2 21 FURNISH AND INSTALL TRAFFIC SIGNS - SEE SHEETS T T UNIT BOUNDARY SHEET WHERE SECTION Is SHOW Og CONSTRUCT 6' WIDE DETACHED SIDEWALK PER C.O.B. STD. ST -3. 9 AND 10 FOR DETAILS. DIG 1 - - - - - - - - - - - PROPOSED SAWCUT LIMIT LINE 1 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 Call: TOLL FREE 0 CURVE NUMBER FOR CURVE DESCRIPTION 11 CONSTRUCT TYPE A1-6 CURB WITH 6" REVEAL PER CALTRANS SURFACE ON 4" CONCRETE WALKWAY. FOR DETECTABLE WARNING 1 -500- 227 -2600 Q FLOWLINE STATION -SEE TABLE 2010 STANDARD DETAILS, SEE DETAIL "4" ON SHEET 5. AT LEAST TM DAYS Q SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY THE ® CONSTRUCT 5' MEANDERING SIDEWALK PER C.O.B. STD. ST -3. BEFORE You DIG ® ITEM OF WORK - SEE CONSTRUCTION NOTES CITY ENGINEER /DESIGN ENGINEER. ®CONSTRUCT TYPE "M " -10" REVEAL MEDIAN CURB PER UNDERGROUND SERVICE ALERT C.O.B. STD. ST -2. t OF SOUTHERN CALIFORNIA DOWNTON COURT (PRIVATE STREET) STA. 10 +00.00, C.L. TO STA. 11 +26.69 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 368 368 366 0 ° d J N N M 366 l� Q M M M 364 M Q rn W w>' W J W 364 r- n n m m O. Z m W O 1� J W J co d d J w 362 In o mu W v `` N Y " 362 W W W > J (p M Z C4 O m m± Q0 360 W J a J a a + �, �, ° omo + a^ I d �< Li 360 I an I U d #.- a N a c EXIST. GROUND m d N wm m H ° N ® CENTERLINE 358 - - - - t~ii - - - - -- - - -- - - 358 356 356 354 s =0.25% 354 s =0.76x PROPOSED WEST FLOWLINE 352 352 9 +50 10 +00 11+00 12 +00 13 +00 IDENTICAL POINTS 366 366 368 368 364 �, m m m m M M 364 366 a J o °° N 366 N (p CV CV CV LG�? to rn M KAY M M -I •NM M M M KmY M Q M > > J M 362 _ °° `° M> > U > Of 1� m L'i w l.a_ W W O J J W i� J Z m J J M d 1n � tp Q O W Z m(L. W W W Q J 36 4 J >> J> > `n W o W W w m 6Mp 362 364 `� > � W .• Ln d M W Lq C4?' Q O W W Q W O W Z W W W W L'.I Q W W W W �"i Ki BLS M tp f `- Np'y 41 W O W Qj a � Wp ,'`� Mn �•% "' �?TdU �o ao W) W at !71 W J ®� �I < O O M 360 362 M M M M O \e, c J cV �' �A Q sG 362 360 rn Mc.a Q M M M M > <n U Z m O! J Z to ® � J W l.� m Z_ f� J �p O N ci W W W J In 10 !n m d W.! > W J C..)^ ZWZ00 I.t_O QN IJiM = +WW d O+ U- + + W W W W O .IOO liO Q.- Wt[7 w w w w `; w ®Io,I p d o o N ,� N U c%1 -1 a N N EXIST. GROUND dZ N n 358 w w w w + w o ai ci w 0ICENTERLLIINE 358 a O 1 1 F- N Q N a W d Q d i Q 360 I d a d N m N a N W N N d SQL z N � ® CENTERLINE 1 o! 360 I d a a e� M ei D: IQ_ °a < I J z d N -- 358 Ix U <�o cad c d Zc?�c?r- \ \v �n1 d cid odd mN acn o:r U N d d 0 0 0 'Q U d O d ° d I- O W W F- I- M W VY W m (n - - - - ad \ M wN o_o_aov~i �ic~n < n wH VDZD mcn Qcn WWcnmcn _M W _ - 356 358 °° P° ~ Z f- 356 ------- - - - - -_ -- - - - - - - - -- - - -- -- ------- - - - - -- 354 354 356 356 S=- 0,259G S =0.25% S= -1.02 S =099 352 354 s =o.25� 354 352 PROPOSED SOUTH FLOWLINE s =2.24% . S = -2.24 350 350 352 s -1.272 PROPOSED EAST FLOWLINE 352 19 +00 20 +00 21+00 22 +00 23 +00 24 +00 25 +00 26 +00 9 +50 10 +00 11+00 12 +00 13 +00 LEGEND: ABBREVIATIONS F.L. FLOWLINE POVC POINT ON VERTICAL CURVE C.L. CENTERLINE SVC 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 Q 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 LIGHT -5800 LUMEN "LED" TYPE. SEE DETAIL "5" ON SHEET 5. (- FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST -14. EGEND: COQ LEGEND: (CONT.) CONSTRUCTION NOTES: INSTALL W31 CA SIGN WITH OM4 -3 MARKER AT LIMITS OF ON -SITE NOTES: RI CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY " " 13 CONSTRUCTION )IF ADJACENT TRACT IS NOT CONSTRUCTED AT THE SAME 1. FOR SEWER AND STORM DRAIN - SEE SEPARATE SEWER AND FURNISH &INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: O CONSTRUCT TYPE B CURB &GUTTER PER C.O.B. STD. ST -1. � W/ 3' WINGS PER C.O.B. STD. ST -4. "R1 -1" - STOP "W31(CA)" - ENO ZO CONSTRUCT 5' DETACHED SIDEWALK PER C.O.B. STD. ST -3. TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT SITE. STORM DRAIN PLANS. "R26(CA)" - NO PARKING PARKING AREA - SEE NOTE 6. 14 TYPICAL STREET CORNER - SEE DETAIL "3" ON SHEET 5. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. - - -D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS Q3 CONSTRUCT CASE "A" RAMP PER DETAIL "" ON SHEET 5. 15 TYPICAL STREET BULGE - SEE DETAIL "6" ON SHEET 5. OVER 0.40' AGGREGATE BASE OVER 1.00' COMPACTED O.G. TO CONSTRUCT 6 i CONCRETE CURB WITH 12 �� TOTAL CURB HEIGHT BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. ® 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. 3. HOVINGHAM DRIVE (LOCAL COLLECTOR) - PAVEMENT TO BE 0.30' 8 "s- u nuTY O PROPOSED BLOCK WALL & LANDSCAPE -SEE SEPARATE PLANS PROPOSED STRIPINGS AND MARKINGS. TYPE "B" A.C. OVER 0.40' AGGREGATE BASE OVER 1.00' COMPACTED Istr 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 18 FURNISH AND INSTALL 3 - 3" BLANK CONDUIT PIPES. O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. SEWER - REFER TO SEWER & STORM DRAIN PLANS SECTION DESIGNATION: ® PARKING AREA 6" THICK CONCRETE -SEE DETAIL "2" ON SHEET 5. STD. ST -9. S SECTION LETTE PROPOSED PRIVATE ENTRANCE GATE -SEE SEPARATE PLAN 19 FURNISH AND INSTALL 2 - 2" BLANK CONDUIT PIPES. 4. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS Q SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. A FOR DETAILS. ® CONSTRUCT TYPE D -4 CURB PER CALTRANS 2010 STANDARD PER C.O.B. STD. D -14, UNLESS NOTED OTHERWISE. SEWER MANHOLE - REFER TO SEWER & STORM DRAIN PLANS. 8 CONSTRUCT 10' MEANDERING SIDEWALK PER C.O.B. STD. ST -3. PLAN A87A. ® 2 21 FURNISH AND INSTALL TRAFFIC SIGNS - SEE SHEETS T T UNIT BOUNDARY SHEET WHERE SECTION Is SHOW Og CONSTRUCT 6' WIDE DETACHED SIDEWALK PER C.O.B. STD. ST -3. 9 AND 10 FOR DETAILS. DIG 1 - - - - - - - - - - - PROPOSED SAWCUT LIMIT LINE 1 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 Call: TOLL FREE 0 CURVE NUMBER FOR CURVE DESCRIPTION 11 CONSTRUCT TYPE A1-6 CURB WITH 6" REVEAL PER CALTRANS SURFACE ON 4" CONCRETE WALKWAY. FOR DETECTABLE WARNING 1 -500- 227 -2600 Q FLOWLINE STATION -SEE TABLE 2010 STANDARD DETAILS, SEE DETAIL "4" ON SHEET 5. AT LEAST TM DAYS Q SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY THE ® CONSTRUCT 5' MEANDERING SIDEWALK PER C.O.B. STD. ST -3. BEFORE You DIG ® ITEM OF WORK - SEE CONSTRUCTION NOTES CITY ENGINEER /DESIGN ENGINEER. ®CONSTRUCT TYPE "M " -10" REVEAL MEDIAN CURB PER UNDERGROUND SERVICE ALERT C.O.B. STD. ST -2. t OF SOUTHERN CALIFORNIA HIGHCLERE WAY (PRIVATE STREET) J N I r I SEE SHEET 5 =ol` !� - -27 -- -�-- ` 38 11• J. +1 I II ►I'. _C N �F S S)� W N M N- °o a0 j p R /GyT�ff�FT CJS LL1 I gip, I I N m � �> zm �� C-4 11 -1 39 N 1 s rI n x _j o U cis. J J 6 I '� I ( J-1. A o J_j WM Uti Zm �p4 j� �� B.C. GRADE BREAK- P.A.F.L. I cir� z ¢ wL`�� do �� cjL�a cj� J J J CD STA. 8+84.02, C.L 12 .0ORT.= ` 1 0o Z o NNW Wit° oo °I m� d'�v' d•� N� STA. 8+54.76, iP.A.F.L. 1 2 I I co o ��JO oa -- I � r tin 1 J m Z OOti ++ M - �iCMtDM 0606 pp 0 0 C) 7 I + z ++ twin �w 00 L.: row (D ��� ++ J ! <v lr 1 ++ 2 W J („)m ter- O + ++ cj ++ C14 C14 a !^ P.R.C. -P. A.F.L. oo a o ooa�� zc' f ? ��r STA. 8 +98,67, C.L. 14.57RT., I da °- as Wm NN o daQ cja¢c�d< GRANTHAM AVE. = ci �� trf t- (Aow -{ zd j< r�- i-F- 9� p9 fA STA. 8 +69.71, P.A.F.L. 3 6 { 4;cnc^ c- NNZ° w 'WOW cn WN Q _ 2 I 9 . 6 26 �' 4 ^ /� ?_ �� a '6 5T: /,> 2S q�FS�C �} CL INTERSECTION B.C. S65'32 '23 "W RAD. R' '°R 23 �Ta STA. 9 +41.88, C.L., GRANTHAM AVE.= �•' 8 s i �/ S f 4. - , YC q Z. ­ � "o 19 J� STA. 10 +00.00, C.L., HIGHCLERE WAY , _ - _ _ _ _ _ _ _, ,; _ 6 I © ?x 4� ® 4 1 2 L1 - 4 5 _ j �o ' 7��5 LLB UNIT �1 - - - ,1+ - s $ S � A STgwqy p4'� 'N4� 10 3 ST9 � /LFIy ,2X� F 0 C 20 n e u u 6 5 g 9 1 11 13 ST iy 2X 9\919 u u i II v 14 1 u 4 Sr q SRS 2�0 � L� r,, ► n } v ° O J of v 2M Fc� Lo Lo C5 m __j r�u� �wt�n =M o�II� J�� ci Lj j< 3 �i� ,� to o Iw a °o L`Iv tin v o� OXpD0�99(, OC 2� �A7$ - a v -cites u 't'�� Ua a o a� m io a 4-' 'r_j "i a ^� m o J¢ O J04 co Wm M> -IOQ Q J¢ li mm p¢ �' N d ti L.. tt� I �` m ii ti /. O o ao W r� ' C !. Cia L� c ,-a- O W �0o� >W 0 Uwa acid a ` r- °'- 0D•v�' �O o a M �Q �< � a da.< s�. I cool ®triao�' z°¢ ciwr� �rhr�� t3it+i 1.1w az;: °�� 3 + a c1° + W w Ua tO MN to u►' ;`1 cn + ¢ S2 + r w o I o tpcD > I Z d M cor zo .W� �CVtD Z •� �„� o+x +- of corn m - tri �'-r-Q �\ (' t0 C1cVd- c� d'-cc < +. W �ornS�' a> �JNN m� {`- tna1 {� NOD ° r 2� O to --t L� totnto <0 O1 (P'4: f`tn d r-w O N1- �IN� 4. J w t\t`p Q + Lt_ t.VN3 + i• 'y d ++ ¢ + ++ m Z_ O•�t0�0 �. + ++ ++ �Z Q Q p G O Q M O NN F-• �` 0101 Z I�tA Lo W O1 Q101 W 0101 f^¢ d-d• t� to to 1- ¢ + +C� T c- W 00)01 =LJ + + +JN Z J V) C� V)I C-i Ufa. + +Q ++ N d' �� +�� rLr) �id o¢d< ra -�rnrnrnW wF- F� zr¢-� V' Ugoaaoi c��� U ` u)� ��� <d¢�a m��� <�� 25 ► 24mQQ -' d�� 231N rr << 22 to F-- F- 0W 11,_ F-- ter- m cnvf I a. cncn &r1i cncncnza I a Cn(AL.i 0(A I END P.A.F.L (BEGIN C &G F.L./ END C &G F.L. /BEGIN P.A.F.L./ II _ E.C. -END 6 CURB B.C. -BEGIN 6 CURB U 1 \11 r 1 STA. 10 +74.13, C.L. 12.00RT.= STA. 10 +89.13, C.L. 12.00RT.= STA. 10 +76.03, F.O.C.= STA. 10 +91.03, F.O.C.= STA. 10 +74.42, P.A.F.L. /F.L. STA. 10 +89.42, F.L. /P.A.F.L. GRANTHAM AVENUE (PRIVATE STREET STA. 8 +50.00 C.L. TO STA. 12+ 1.99 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 368 in - 366 C.L. STATION 364 3 362 W li M =U' 360 Q E.C. EXIST. GROUND ®CENTERLINE 358 - - - - - - - - 356 M 354 _ s_ -0.25% -SEE SHEET 5 352 0 350 STA. 11 +49.46, 18.00LT. 8 +00 9 +00 368 366 364 362 360 358 - - - -- 356 354 SEE SHEET 352 350 8 +00 S=-0.51% 10 +00 S =0.25% 11+00 S=1.14% S=0.25% SEE RIGN PROPOSED NORTH FLOWLINE 12 +00 368 366 364 362 360 358 356 354 352 350 13 +00 K1 -& o o zo Wf � 366 (� rn O `� u') -i to cD -j r` � w d• ...t d- J n to M ¢ < .r--• CN - M prj L,: th ti M M t"') IY I Ui L` to ti tM M rM t"') 3 W M to M M to ¢ to u7 N M Q M Lo to to td7 �. to M ts� M M O M M Q M M aM M M M mm'`1 v a a> �I >�W 364 a I > > J> U> J W >MW O> -'> > > U W 2(11> I W W WI Y W W Li' W O W U I Z O W> ti: W W W J J Z m W C3 J Q W W U W W -cc W < J J Q --t L� J 2 Q J W W J ; W W W C.9 W W W W W W W W �. Z W WW O W W W U O O_' UT m tGJh aM �^ = aOtO l.� -i �.M JN �U J Od mm �m �I lir W C-4 362 W f`W Z J mZ �Jp U-cd Z� Wt'7 Jm Jtfl� �Zin f7N ¢Nd' ¢rte p01 In u ¢+ a. + 4 Q U W +-t N a+ + n' +¢ O 4 Z+ w O M 360 i; co I o W o a cn r- a o1¢� rn W rn a .- a W .- a m c� EXIST. GROUND ci aid �Q O< �tula0a �d c�iQ a< d °Zy� acia yr a� ®CENTERLINE a: CA Zt- Z� OZO Wul z� V- Lu jin La 0i - m<n -atn - - - - - -- avlL�icn - 358 a- (n ¢tn W N C;�rhNZO mcn QN a Vf W to - _ - - -- 356 S =0.36% S =0.25% S=-0.48% S =0.26% SEE RIGHT 5 S= -2.28% S =2.28% S =0.25% PROPOSED SOUTH FLOWLINE 352 350 9 +00 10 +00 11+00 12 +00 13 +00 13 +50 LEGEND: 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 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. Il FURNISH & INSTALL METRO STREET NAME SIGN PER �° C.O.B. STD. T -1. -0- FURNISH & INSTALL 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. STATIONING TABLE - 6" CURB in - ;,, C.L. STATION .w W T.C. ELEV. (]j M N .J M � ¢ M Lr_ li M STA. 10+22.95, F.O.C. 1M N I Q E.C. STA. 10 +29.28, 18.00LT. M As M M ! M STA. 11 +14.79, I&OOLT. MJ W 0 B.C. STA. 11 +49.46, 18.00LT. 4: W 0 air W Z WO t� W __j U W M M M M M Lt-LLW 4 Z W O STA. 8 +84.02, 18.00RT. STA. 8 +51.11, F.O.C. 354.36' rrn ' C4 U- Od STA. 8 +63.97, F.O.C. 354.29' ® W �cG OQ m D Z �� L� rn t0 �' m t` cD o W W -` J CI + x + cwn oc3 -q- -1 d °z ± c5 ci N w o oavf AsmO� �- aw�,,;� P.R.C. m� STA. 10 +98.98, F.O.C. a a d- N d• U Q U' QWd mV QO ZU STA. 11 +14.80, 18.00RT. V H 1 Wm W W STA. 11 +06.93, F.O.C. W Q M r'-r N t N ZO v1li -- - - -. - _- 354.32' 15 P.R.C. S=-0.51% 10 +00 S =0.25% 11+00 S=1.14% S=0.25% SEE RIGN PROPOSED NORTH FLOWLINE 12 +00 368 366 364 362 360 358 356 354 352 350 13 +00 K1 -& o o zo Wf � 366 (� rn O `� u') -i to cD -j r` � w d• ...t d- J n to M ¢ < .r--• CN - M prj L,: th ti M M t"') IY I Ui L` to ti tM M rM t"') 3 W M to M M to ¢ to u7 N M Q M Lo to to td7 �. to M ts� M M O M M Q M M aM M M M mm'`1 v a a> �I >�W 364 a I > > J> U> J W >MW O> -'> > > U W 2(11> I W W WI Y W W Li' W O W U I Z O W> ti: W W W J J Z m W C3 J Q W W U W W -cc W < J J Q --t L� J 2 Q J W W J ; W W W C.9 W W W W W W W W �. Z W WW O W W W U O O_' UT m tGJh aM �^ = aOtO l.� -i �.M JN �U J Od mm �m �I lir W C-4 362 W f`W Z J mZ �Jp U-cd Z� Wt'7 Jm Jtfl� �Zin f7N ¢Nd' ¢rte p01 In u ¢+ a. + 4 Q U W +-t N a+ + n' +¢ O 4 Z+ w O M 360 i; co I o W o a cn r- a o1¢� rn W rn a .- a W .- a m c� EXIST. GROUND ci aid �Q O< �tula0a �d c�iQ a< d °Zy� acia yr a� ®CENTERLINE a: CA Zt- Z� OZO Wul z� V- Lu jin La 0i - m<n -atn - - - - - -- avlL�icn - 358 a- (n ¢tn W N C;�rhNZO mcn QN a Vf W to - _ - - -- 356 S =0.36% S =0.25% S=-0.48% S =0.26% SEE RIGHT 5 S= -2.28% S =2.28% S =0.25% PROPOSED SOUTH FLOWLINE 352 350 9 +00 10 +00 11+00 12 +00 13 +00 13 +50 LEGEND: 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 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. Il FURNISH & INSTALL METRO STREET NAME SIGN PER �° C.O.B. STD. T -1. -0- FURNISH & INSTALL 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. STATIONING TABLE - 6" CURB REF. NO. DESCRIPTION C.L. STATION F.O.C. STATION T.C. ELEV. (]j P.R.C. STA. 10+22.14, 15.001-T. 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' Q GRADE BREAK A P.A.F.L. STA. 11 +14.79, I&OOLT. STA. 11 +14.79, F.O.C. 355.01' 0 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, 18.00RT. STA. 8 +51.11, F.O.C. 354.36' �7 P.R.G. 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' �g P.R.C. STA. 10 +59.39, 18.03RT. STA. 10+59.65, F.O.C. 354.15' QO P.R.C. STA. 10 +66.97, 15.02RT. STA. 10 +68.05, F.O.C. 354.11' 11 P.R.C. STA 10 +96.27, 1&OORT. STA. 10 +98.98, F.O.C. 354.18' ® GRADE BREAK A P.A.F.L. STA. 11 +14.80, 18.00RT. STA. 11 +14.80, F.O.C. 355.01' 1 E.C. STA. 11 +03.41, 18.00RT. STA. 11 +06.93, F.O.C. 354.26' Q B.C. STA 11 +27.56, 18.00RT. STA. 11 +31.09, F.O.C. 354.32' 15 P.R.C. STA. 11 +40.17, 20.21RT. STA. 11 +43.95, F.O.C. 354.37' [] P.R.C. STA. 12 +47.02, 46.94LT. STA. 12 +89.35, F.O.C. 354.86' ©7 E.C. STA. 12 +50.49, 59.25LT. STA. 13 +02.21, F.O.C. 354.91' ® P.R.C. STA. 10+45.39, 15.00LT, STA. 10 +46.20, F.O.C. 354.78' 19 E.C. STA. 10 +52.54, 18.00LT. STA. 10 +54.15, F.O.C. 354.85' mV B.C. STA. 11 +32.65, 18.00LT. STA. 11 +34.26, F.O.C. 354.97' 21 E.C. STA. 11+80.02, 1&OOLT. STA. 11 +79.93, F.O.C. 354.85' ©2 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' ® P.R.C. STA. 12 +46.52, 15.00LT. STA. 12 +48.86, F.O.C. 354.62' ®5 E.C. STA 12 +53.67, 18.00LT. STA. 12 +56.81, F.O.C. 354.6Y ® B.C. STA. 13 +70.60, I&OOLT. STA. 13+73.74, F.O.C. 354.37' �]7 P.R.C. STA. 13 +77.74, 15.00LT. STA. 13+81.69, F.O.C. 354.30' ® B.C. STA. 11 +32.65, 18.00RT. STA. 11 +32.65, F.O.C. 354.97' I E.C. STA. 11 +80.02, 1&OORT. STA. 11 +81.73, F.O.C. 354.84' ® B.C. STA. 12+20.10, 18.00RT. 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' n P.R.C. STA. 12 +56.52, 15.00RT. STA. 12 +60.66, F.O.C. 354.59' ®3 E.C. STA. 12 +63.67, 18.00RT. STA. 12 +68.61, F.O.C. 354.64' ® B.C. STA. 13 +42.02, 18.00RT. STA. 13 +46.96, F.O.C. 354.44' LINE TABLE LINE NO. BEARING I LENGTH L1 N6532'23 "E 201.99' L2 N0114'42 "E 132.65' L3 SO4'11'00 'E 219.86' CARVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 1 37.00' 12.86' 6.50' 19'55'11" 2 43.00' 14.95' 7.55' 19"55'11" 3 80.00' 88.89' 49.67' 63'39'59" 4 80.00' 3.50' 1.75' 02'30'25" 5 80.00' 88.89' 49.67' 63'39'59" 6 74.00' 76.68' 42.18' 59'22'09" 7 74.00' 76.68' 42.18' 59'22'09" 8 37.00' 58.12' 37.00' 90100'00" 9 25.00' 39.27' 25.00' 90'00'00" 1 10.00' 7.95' 4.20' 4534'23" 11 25.00' 28.05' 15.71' 6417'41" 1 37.00' 14.39' 7.29' 22*1 7'15" 1 10.00' 8.40' 4.46' 48'06'05" 14 10.00' 7.98' 4.22' 45'44'01" 15 37.00' 12.86' 6.50' 19'55'11" 16 80.00' 145.40' 102.64' 104'08'03" 1 37.00' 12.86' 6.50' 19'55'11" 18 43.00' 14.95' 7.55' 19.55'11" 19 74.00' 134.49' 94.94' 104'08'03" mV 482.00' 45.67' 22.85' 05'25'42" 21 488.00' 46.24' 23.13' 05'25'42' 500.00' 47.37' 23.70' 05'25'42" CO 512.00' 48.51' 24.27' 05'25'42" 4 518.00' 49.08' 24.56' 1 05'25'42" 23 22 i % LU W 370 w l 368 CL ¢ 366 Z Lu ¢I 364 dd� CD OO�OC 362 tr MMMM 360 t? > > Lj LL WWW- zl 368 U Vd' d 358 I."" V 356 Lu 354 354 S=0.25% S =0.25% SEE EEFT S 352 r m 350 Z 9 +50 10 +00 U) I U 1 \1 IT J { 37 36 J 1 \11 IT J 1 v PEMBERLEY PASSAGE AVENUE (PRIVATE STREET) SEE SHEET` 3I 1 DOCKERY STREET �� (PRIVATE STREET) STA. 10 +00.00, C.L. TO STA. 14 +58.00 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL �c v 370 370 Q CL OW Lu 368 !� z 368 zl 368 vY CH-- -� I."" V Lu 0 wa 366 1 r m 01 Z N ° O 1n N W M N J Ki co IM < 366 O O1 Lt. N J J a Lt_ d L� Mj M 0 M L M N Q v a M (, pmj M ti�1 M c3 M ¢ M a 364 V, � U �W W W a I W M W > > � > Zm W L >iI Zm J W W {I J 364 > 2 W W W 362 Z m `J t',1 J W W Um W L6 c I W co J o W ``' a W W W W� W mV W .t m± W \pU tri Ld c mI 1 362 m td Y tri �O CN J N ° J w M CO U I W d! i;� ¢ MIii V as W d � M t+ C6 im W Z M cj a co . n+ ^' cj + U+ t� - - - - -- N (.7. + da O m+ UJ .- Q+ a d+ a .- Q Z N a w M W N U m '' EXIST. GROUND a, w 1 a ``' ci Q m '-' U Q _---- 360 �' z O I I a U a Q O cj d Z H 0 CENTERLINE o z �' c- WW N m V) Lei -- OU' ¢ <F¢- a., L3< mc/i < W N Z i-- WWtn Wmin ----- �- --�- - - -- -- - -- -- IN WmN --------- - -- -�--- S =- 0.259 -0.35% 354 354 ____ -- -�- EE LEFT - -- 358 _S= _ PROPOSED EAST FLOWLINE 356 S =0.25% S= -0.25% S= -0.25% S =- 0.99; 354 352 350 S= -0.25% 14% PROPOSED WEST FLOWLINE 9 +50 10 +00 11+00 12 +00 13 +00 N SEE SHEET 3 14 +00 14 +50 352 350 11 +00 12 +00 13 +00 14 +00 15 +00 370 Q CL OW 370 368 !� z 368 co Z m vY CH-- -� I."" V Lu 0 wa 366 W �' r m 01 Z N ° O Q N W M 366 'a.; 0 to S N -1 L:a M M dd-- Lt. d' ¢ M U- to ¢M a a o ¢ QM ,"', to (, pmj a a> 364 364 ¢z �W W W W W WL Zm ...1 Oa,- W ¢ W ¢ W oc a W ' W W W� W m" N mU N �` T m °° 362 362 W o L6 c W co 0 d. °¢+ W .t m± J N ¢+ J °. Q± .J cC N °zN Z M �mN Q+ 360 ° �- ° a1 Q o- �' ^ U I EXIST. GROUND i;� ¢ 360 a c a 4 cj a cj a o cj d °z U 0 CENTERLINE %- U v) mt� - - - - -- WN m n waocn - -- 1 - _---- 358 - -_�� - - -wrn - -L`' -WN 358 356 356 5 =0.36% -- -- S =0.25% S= -0.27% S =- 0.259 -0.35% 354 354 ____ -- -�- EE LEFT - -- _S= _ PROPOSED EAST FLOWLINE 352 352 350 350 9 +50 10 +00 11+00 12 +00 13 +00 14 +00 14 +50 SEND: ,COQ LEGEND: (s„r0 -NT.) CONSTRUCTION NOTES: INSTALL W31(CA) SIGN WITH OM4 -3 MARKER AT LIMITS OF ON -SITE NOTE : FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY V CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. 13 1. FOR SEWER AND STORM DRAIN - SEE SEPARATE SEWER AND i " w/ 3' WINGS PER C.O.B. sTD. ST-4. CONSTRUCTION IF ADJACENT TRACT IS NOT CONSTRUCTED AT THE SAME "R1 -1" - STOP W31(CA)" - END O CONSTRUCT 5' DETACHED SIDEWALK PER C.O.B. STD. ST -3. TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT SITE. STORM DRAIN PLANS. "R26(CA)" - NO PARKING PARKING AREA - SEE NOTE 6. " „ „ „ 14 TYPICAL STREET CORNER - SEE DETAIL "3" ON SHEET 5. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. - - D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS 03 CONSTRUCT CASE A RAMP PER DETAIL 4 ON SHEET 5. 15 TYPICAL STREET BULGE - SEE DETAIL "6" ON SHEET 5. OVER 0.40' AGGREGATE BASE OVER 1.00' COMPACTED Q.G. TO CONSTRUCT 6" CONCRETE CURB WITH 12" TOTAL CURB HEIGHT BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 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. 3. HOVINGHAM DRIVE (LOCAL COLLECTOR) - PAVEMENT TO BE 0.30' 8 S- UTILITY PROPOSED BLOCK WALL & LANDSCAPE -SEE SEPARATE PLANS 1� PROPOSED STRIPINGS AND MARKINGS. TYPE "B" A.C. OVER 0.40' AGGREGATE BASE OVER 1.00' COMPACTED CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER S =SEWER � C.O.B. STD. 0 -14, UNLESS NOTED OTHERWISE. D =DRAIN FOR DETAILS. 18 FURNISH AND INSTALL 3 - 3" BLANK CONDUIT PIPES. O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. SECTION DESIGNATION: © PARKING AREA, 6 THICK CONCRETE -SEE DETAIL 2 ON SHEET 5. STD. ST -9. S SEWER - REFER To SEWER & STORM DRAIN PLANS 19 FURNISH AND INSTALL 2 - 2" BLANK CONDUIT PIPES. 4. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS �C�� �riE 7 PROPOSED PRIVATE ENTRANCE GATE -SEE SEPARATE PLAN © SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. - - O - - A Q FOR DETAILS. ® CONSTRUCT TYPE D -4 CURB PER CALTRANS 2010 STANDARD PER C.O.B. STD. D -14, UNLESS NOTED OTHERWISE. SEWER MANHOLE -REFER TO SEWER &STORM DRAIN PLANS. $ CONSTRUCT 10' MEANDERING SIDEWALK PER C.O.B. STD. ST -3. PLAN A87A. ® - 2 � � FURNISH AND INSTALL TRAFFIC SIGNS -SEE SHEETS �• �" �.. •• -• ,�. t� - t.. _ UNIT BOUNDARY SHEET WHERE SECTION IS SHOWN ® 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 q;q COLORED STAMP CONCRETE - SEE LANDSCAPE PLAN FOR DETAILS. FOR DETAILS. ® CONSTRUCT ISLAND PASSAGE WAY WITH 2' WIDE DETECTABLE WARNING 0 CURVE NUMBER FOR CURVE DESCRIPTION 11 CONSTRUCT TYPE A1-6 CURB WITH 6" REVEAL PER CALTRANS SURFACE ON 4" CONCRETE WALKWAY. FOR DETECTABLE WARNING 10 FLOWLINE STATION - SEE TABLE 2010 STANDARD DETAILS, SEE DETAIL "4" ON SHEET 5. 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. I�IG T Cali: TOLL FREE 1--800-227-2600 A LEAST TWO DAYS YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA rn O M M Q q4- Ov ® � z LL- J :3 1 w U m w � W � o t� o � w Y Q m r- 0 Lo O coo \i Z o Z m Q Lu w Y U D U A2 W e V s� oa Z 41 a 0 } m Q CL OW U LLJ !� z co Z m vY CH-- -� I."" V Lu 0 wa COS r m c Z Gt=W �_� Q 'a.; 0 to S v O GL� Q a a o W Q 0 W LL 0. i Q CL OW U LLJ !� � co Z m vY CH-- -� I."" V Lu ct wa COS r m c Z Gt=W �_� Q 'a.; 0 to S v O GL� Q a a o W LL 0. i 25 w GRANTHAM AVENUE (PRIVATE STREET) SEE SHEET 4 011 rUrU r I��H' 00 SITE U 1\1 IT 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 -i -i LINE NO. t,u: PEMBERLEY �� PASSAGE AVENUE 201.99' (PRIVATE STREET) co co SEE SHEET 2 PASSAGE AVENU (PRIVATE STREET) SEE SHEET 3 7 370 LINE NO. BEARING LENGTH Li N65 °32'23 "E 201.99' L2 N01I4'42 "E 132.65' L3 SO41 1'00 "E w 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 25.00' 35.45' 21.45' 811451" 6 25.00' 39.27' 1 25.00' 90'00'00" 7 25.00' w Z 34.52' 108'10'45" ® P.R.C. STA. 10 +22.14, 15.00RT. STA. 10 +22.95, F.O.C. 354.21' CONSTRUCT 6 CONCRETE CURB WITH 12 TOTAL CURB HEIGHT "1" E.C. STA. 10 +29.28, 18.00RT. STA. 10 +30.90, F.O.C. 354.28' uQ 368 STA. 12 +54.59, 18.DORT. STA. 12 +56.21, F.O.C. 354.85' 11 B.C. STA. 14 +33.94, 18.00RT. STA. 14+35.55, F.O.C. 354.40' ©2 P.R.C. STA. 14 +41.08, 15.00RT. STA. 14 +43.50, F.O.C. 354.33' C.O.B. STD. D -14, UNLESS NOTED OTHERWISE. D =DRAIN a FOR DETAILS. ,. " ,. PARKING AREA, 6 THICK CONCRETE -SEE DETAIL 2 ON SHEET 5. 1� FURNISH AND INSTALL 3 - 3 BLANK CONDUIT PIPES. O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. SECTION DESIGNATION: LIB STD. ST -9. - s SEWER - REFER TO SEWER & STORM DRAIN PLANS 19 FURNISH AND INSTALL 2 - 2 �� BLANK CONDUIT PIPES. 4. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS LLJ c Ij< 366 W IZ sEcT1ON LE PROPOSED PRIVATE ENTRANCE GATE -SEE SEPARATE PLAN ® CONSTRUCT TYPE D -4 CURB PER CALTRANS 2010 STANDARD \ - ,� \ \ o FOR DETAILS. �,d PER C.O.B. STD. D -14, UNLESS NOTED OTHERWISE. © SEWER MANHOLE - REFER TO SEWER & STORM DRAIN PLANS. - 2 J f� �i CONSTRUCT 10' MEANDERING SIDEWALK PER C.O.B. STD. ST -3. _.J N LL: 4 N -a N a: L.: 4 t\ ro t0 re) UNIT BOUNDARY SHEET WHERE SECTION IS SHOWN IQ CONSTRUCT 6' WIDE DETACHED SIDEWALK PER C.O.B. STD. ST -3. 9 AND 10 FOR DETAILS. a M - PROPOSED SAWCUT LIMIT LINE W) M a M M M COLORED STAMP CONCRETE -SEE LANDSCAPE PLAN FOR DETAILS. 364 a CURVE NUMBER FOR CURVE DESCRIPTION FOR DETAILS. CONSTRUCT TYPE A1-6 CURB WITH 6" REVEAL PER CALTRANS a > CONSTRUCT ISLAND PASSAGE WAY WITH 2' WIDE DETECTABLE WARNING SURFACE ON 4" CONCRETE WALKWAY. FOR DETECTABLE WARNING Jv o > > zm > > > o br aM _ DETAILS, SEE DETAIL "4" ON SHEET 5. x J 0 Z m J C5 J J f� J Z m J J t0 rn d' p-j Z CITY ENGINEER /DESIGN ENGINEER. ® CONSTRUCT TYPE "M " -10" REVEAL MEDIAN CURB PER W W W= W W W W W O W w ul ffi tri iM M < 362 I� CC rp m Go �] U C o l' i Oi < -1 �m o m U w g M M M > (7 0 r- ¢ ,� LZ Z tp ui c0 cO Go W w W -j jcar M o d z N m Nw d z w w Gi w 360 "� EXIST. GROUND a:w - "' vm in aW a a a ce v a .f- ® CENTERLI NE oy ¢< Z Q 20 d fit- Z H o� I v d Z F- .F- .r \ N d \M 358 w u f W w r. i to i s cif w cd c!I ---------- - w rai N m N - - - - -_ r 41 356 354 S=O. s =.2s% s= -o.2s% __ SEE SHgE 4 PROPOSED WEST FLOWLINE S= -0.65% 352 350 9 +50 10 +00 11+00 12 +00 13 +00 14 +00 15 +00 370 j < W �Z 368 Z w < I Q W < cD a(n 366 �' �I< cn \ J d: Li re') rn 364 V- Nj r+�j G9 M�j v M M M W ro M N to > Z m> mm J J w rn in 362 M M�f� M r7 ww =w m U I" W =W tYl U ro�� r7 r+) M ,,� M M pp ]G W d� W J > J > O > O J O W Z m+ QO + to w W W W W W 360 ``' ; 4J La W O+ o ° , v W m EXIST. GROUND ®CENTERLINE a W . t>r rai c v d z v � cn ww cn m tt'n Q 3SC7 tO r- ~ M w N W0]tn - - - - - - - - - - - - - - - - - - - - - - - - "-- -- 356 354 s °0.252 s= -0.25% S 0'51% PROPOSED EAST FLOWUNE S= -1.02% 352 350 9 +50 10 +00 11+00 12 +00 13 +00 14 +00 15 +00 LEGEND: ABBREVIATION S 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 PA PROPERTY LINE 0 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. -0- 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. `1 370 368 366 364 362 360 358 356 354 352 350 15 +50 370 368 366 364 362 360 358 356 354 352 350 15 +50 1w 04 0 .4 I LINE TABLE LINE NO. BEARING LENGTH Li N65 °32'23 "E 201.99' L2 N01I4'42 "E 132.65' L3 SO41 1'00 "E 219.86' CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 00 37.00' 58.12' 37.00' 90100'00" 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 25.00' 35.45' 21.45' 811451" 6 25.00' 39.27' 1 25.00' 90'00'00" 7 25.00' 47.20' 34.52' 108'10'45" STATIONING TABLE - 6" CURB REF. NO. DESCRIPTION C.L. STATION F.O.C. STATION T.C. ELEV. ❑t E.C. STA. 10 +57.86, 18.00LT. STA. 10 +57.86, F.O.C. 354.36' 2❑ B.C. STA. 12 +32.81, 18.00LT. STA. 12 +32.81, F.O.C. 354.80' 3❑ P.R.C. STA. 12 +39.95, 15.00LT. STA. 12+40.76, F.O.C. 354.75' ® P.R.C. STA. 12 +69.24, 15.00LT. STA. 12 +71.66, F.O.C. 354.75' Q5 E.C. STA. 12 +76.38, 18.00LT. STA. 12+79.61, F.O.C. 354.80' ® B.C. STA. 14 +51.33, 18.00LT. STA. 14 +54.56, F.O.C. 354.35' 07 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' CONSTRUCT 6 CONCRETE CURB WITH 12 TOTAL CURB HEIGHT "1" E.C. STA. 10 +29.28, 18.00RT. STA. 10 +30.90, F.O.C. 354.28' ® GRADE BREAK STA. 12 +54.59, 18.DORT. STA. 12 +56.21, F.O.C. 354.85' 11 B.C. STA. 14 +33.94, 18.00RT. STA. 14+35.55, F.O.C. 354.40' ©2 P.R.C. STA. 14 +41.08, 15.00RT. STA. 14 +43.50, F.O.C. 354.33' SINGLE FIXTURE (5800 LUMEN) 2.5" M DOUBLE A 2% A NOTES: MAX 1. AS SITE CONDITIONS DICTATE, CASE A THROUGH CASE G RB RAMPS MAY SIDEWALK SIDEWALK 2% a BE USED FOR CORNER INSTALLATIONS SIMILAR TO THOSE OWN IN °? -SEE NOTES " MAX DETAIL B. THE CASE OF CURB RAMPS USED IN DETAIL A NOT HAVE TO d 10 AND 11 SEE o Z x FRONT EDGE BE THE SAME. CASE A THROUGH CASE G CURB RAMPS 0 MAY BE USED SEE NOTE 7 tV NOTE 7 � C4 OF SIDEWALK AT MID BLOCK LOCATIONS, AS SITE CONDITIONS DICTATE. FRONT - 2. IF DISTANCE FROM CURB TO BACK OF SIDEWALK IS TOO T TO EDGE OF 6" ACCOMMODATE RAMP AND 4' -0" PLATFORM (LANDING) AS SHOWN IN CASE A, mr SIDEWALK THE SIDEWALK MAY BE DEPRESSED LONGITUDINALLY AS IN CASE B, OR C OR z lYP MAY BE WIDENED AS IN CASE D. 0 000 x o00 RETAINING 3• WHEN RAMP IS LOCATED IN CENTER OF CURB RETURN, CROSSWALK M < o < ,.� x CURB (BOTH CONFIGURATION MUST BE SIMILAR TO THAT SHOWN FOR DETAIL B. 10% MAX °o 10% MAX a m o SIDES OF 4. AS SITE CONDITIONS DICTATE, THE RETAINING CURB SIDE AND THE FLARED AT CURB oo AT CURB o°° RAMP) SIDE OF THE CASE G RAMP SHALL BE CONSTRUCTED IN REVERSED POSITION. 5. IF LOCATED ON A CURVE, THE SIDES OF THE RAMP NEED NOT BE PARALLEL, A 5' 0� SEE NOTES BUT THE MINIMUM WIDTH OF THE RAMP SHALL BE 4' -0 ". 4' -0" A 10 AND 11 6. SIDE SLOPE OF RAMP FLARES VARY UNIFORMLY FROM A MAXIMUM OF 10% AT CURB TO CONFORM WITH LONGITUDINAL SIDEWALK SLOPE ADJACENT TO TOP OF MIN THE RAMP, EXCEPT IN CASE C AND CASE F. CASE A CASE F 7. THE CURB RAMP SHALL BE OUTLINED, AS SHOWN, WITH A 1' -0' WIDE BORDER WITH 1/4" GROOVES APPROXIMATELY 3/4" ON CENTER. SEE GUTTER GROOVING DETAIL. FLOWILINE TOP OF RAMP 4' -0" MIN APPROXIMATELY 3/4 "� 1 /4" g TRANSITIONS FROM RAMPS AND LANDING TO WALKS, GUTTERS OR STREETS ROUNDED �1/4" SHALL BE FLUSH AND FREE OF ABRUPT CHANGES. 9. MAXIMUM SLOPES OF ADJOINING GUTTERS, THE ROAD SURFACE IMMEDIATELY 8.33% MAX MAX---' �T + + Z� T ADJACENT TO THE CURB RAMP OR ACCESSIBLE ROUTE SHALL NOT EXCEED SEE NOTE 9 5 PERCENT WITHIN 4' -0" OF THE TOP AND BOTTOM OF THE CURB RAMP. SECTION A -A GROOVING DETAIL 10. CURB RAMPS SHALL HAVE A DETECTABLE WARNING SURFACE THAT EXTENDS rn THE FULL WIDTH AND 3' DEEP STARTING FROM THE BACK OF THE CURB. DETECTABLE WARNING SURFACES SHALL CONFORM TO THE (DETAILS ON THIS M 4-1 PLAN AND THE REQUIREMENTS IN THE SPECIAL PROVISIONS. Of Q Q Q 0) 11. THE EDGE OF THE DETECTABLE WARNING SURFACE NEAREST THE STREET O 2 0 N SHALL BE BETWEEN 6" FROM THE GUTTER FLOWLINE. v O 1.67" TO 2.35' Q 0 Q 0.45" 6 12. SIDEWALK AND RAMP THICKNESS, "T", SHALL BE 3.5" MINI UM. Q LL- CENTER TO -yl CENTER SPACING Q O O TOP DIA 13. UTILITY PULL BOXES, MANHOLES, VAULTS AND ALL OTHER TIUTY FACILITIES w U r WITHIN THE BOUNDARIES OF THE CURB RAMP WILL BE RELOCATED OR w o RAISED TRUNCATED BASE"DIA O �� ADJUSTED TO GRADE BY THE OWNER PRIOR TO, OR IN C JUNCTION WITH, 3 DOME PATTERN (IN -LINE) CURB RAMP CONSTRUCTION. .- w ou 14. FOR RETROFIT CONDITIONS, REMOVAL AND REPLACEMENT CURB APRON o m DETECTABLE WARNING SURFACE RAISED TRUNCATED DOME WILL BE AT THE CONTRACTOR'S OPTION, UNLESS OTHERWISE SHOWN ON N Y SEE NOTE 10 PROJECT PLANS. m CURB RAMP - DETAIL 114" SCALE: NONE IN ACCORDANCE WITH EXPANSION JOINT CALTRANS STD. A88A AT SIDEWALKS. s" FIXTURE (9500 LUMEN) STREET LIGHT DETAIL NO SCALE SIZE LIGHT POST FIXTURE CONSTRUCTION STERNBERG STERNBERG 14' BARRINGTON POLE OLD TOWN FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: 5214FP14 A850SRLED n ., CONSTRUCT TYPE B CURB & GUTTER PER C.O.B. STD. ST -1. STERNBERG STERNBERG 24' BARRINGTON POLE OLD TOWN W/ 3' WINGS PER C.O.B. STD. ST -4. 5214FP24 A850100HPS 30" 10" RADIUS .IGHT BASE 6" SLAB SEE C.O.B. STD ST -14 (4) 1/2" x 18" x 3" z ANCHOR BOLTS (4)x/2 "x18 "x3 "1� ANCHOR BOLTS Y ANCHOR LAYOUT MANUFACTURER STREET LIGHT PIER DESIGN NO SCALE DETAIL "5" STREET LIGHT DETAIL N.T.S. i - i 7' P.A.F.L i 1 i CONCRETE WALK, WHERE OCCURS�� N FINISH GRADE u�A7�C - - - - -- - - - -- - - - R =1./2. Ji1[�Lr. N CLASS "B' CONCRETE (5 SACK) e EXPANSION JOINTS EA. 30' WEAKENED PLANE JTS. EA. 15' Prti IP rWi MUPA( Tm Sl1RrPAnF R =10' T 15' MIN. - PA--/ 5 3 W Q V) LOT SIDE Ln 5' SIDEWALK �l DETAIL "3" TYPICAL CORNER N.T.S. CONCRETE IN co IN PARKING AREAS (SEE DETAIL 2 THIS DWG.) DETAIL "1" 6" CONCRETE CURB N. T. S. A.F.L, LOT SIDE 5' SIDEWALK PA R =10' R =10' "2 t (6 P.A.F. L. PRIVATE STREET DETAIL 76" TYPICAL BULGE N.T.S. 2' 6' PROPOSED cv A. C. PAVING �- SEE STREET Q o LL CROSS SECTION a 2" 0.50' TYPE "A" CONC J 0.50' COMPACTED O.G. TO 95% RELATIVE DENSITY DETAIL "2" PARKING AREA _FLOWLINE N.T.S. EGEND: (C0 LEGEND: (CONT.) CONSTRUCTION NOTES: NOTES: R1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY j� n ., CONSTRUCT TYPE B CURB & GUTTER PER C.O.B. STD. ST -1. INSTALL W31(CA) SIGN WITH OM4 -3 MARKER AT LIMITS OF ON -SITE CONSTRUCTION IF ADJACENT TRACT IS NOT CONSTRUCTED AT THE SAME 1. FOR SEWER AND STORM DRAIN - SEE SEPARATE SEWER AND -•- 'Rt -1" -STOP "W31(CA)" -END W/ 3' WINGS PER C.O.B. STD. ST -4. LJ O CONSTRUCT 5' DETACHED SIDEWALK PER C.O.B. STD. ST -3. TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT SITE. STORM DRAIN PLANS. "R26(CA)" - NO PARKING PARKING AREA - SEE NOTE 6. ® CONSTRUCT CASE "A" RAMP PER DETAIL "4" ON SHEET 5. ® TYPICAL STREET CORNER - SEE DETAIL "3" ON SHEET 5. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. - - - STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS " 5 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 "1" BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS �- PIPE SIZE v AND 6" REVEAL PER DETAIL ON SHEET 5. 11; CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. 3. HOVINGHAM DRIVE (LOCAL COLLECTOR) - PAVEMENT TO BE 0.30' CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER 8 S- UTILITY S =SEWER PROPOSED BLOCK WALL & LANDSCAPE -SEE SEPARATE PLANS OP 1 PROPOSED STRIPINGS AND MARKINGS. TYPE "B" A.C. OVER 0.40' AGGREGATE BASE OVER 1.00' COMPACTED C.O.B. STD. D -14, UNLESS NOTED OTHERWISE. D =DRAIN a FOR DETAILS. ,. " ,. PARKING AREA, 6 THICK CONCRETE -SEE DETAIL 2 ON SHEET 5. 1� FURNISH AND INSTALL 3 - 3 BLANK CONDUIT PIPES. O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. SECTION DESIGNATION: STD. ST -9. - s SEWER - REFER TO SEWER & STORM DRAIN PLANS 19 FURNISH AND INSTALL 2 - 2 �� BLANK CONDUIT PIPES. 4. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS © SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. sEcT1ON LE PROPOSED PRIVATE ENTRANCE GATE -SEE SEPARATE PLAN ® CONSTRUCT TYPE D -4 CURB PER CALTRANS 2010 STANDARD A FOR DETAILS. PER C.O.B. STD. D -14, UNLESS NOTED OTHERWISE. © SEWER MANHOLE - REFER TO SEWER & STORM DRAIN PLANS. - 2 $ 0 CONSTRUCT 10' MEANDERING SIDEWALK PER C.O.B. STD. ST -3. 21 PLAN A87A. FURNISH AND INSTALL TRAFFIC SIGNS - SEE SHEETS UNIT BOUNDARY SHEET WHERE SECTION IS SHOWN g0 CONSTRUCT 6' WIDE DETACHED SIDEWALK PER C.O.B. STD. ST -3. 9 AND 10 FOR DETAILS. - - - - - - - - - - PROPOSED SAWCUT LIMIT LINE ENTRY MONUMENT- SEE SEPARATE LANDSCAPING PLAN COLORED STAMP CONCRETE -SEE LANDSCAPE PLAN FOR DETAILS. 1 CURVE NUMBER FOR CURVE DESCRIPTION FOR DETAILS. CONSTRUCT TYPE A1-6 CURB WITH 6" REVEAL PER CALTRANS CONSTRUCT ISLAND PASSAGE WAY WITH 2' WIDE DETECTABLE WARNING SURFACE ON 4" CONCRETE WALKWAY. FOR DETECTABLE WARNING 11I FLOWLINE STATION - SEE TABLE 2010 STANDARD DETAILS, SEE DETAIL "4" ON SHEET 5. 0 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. 6" CONCRETE CURB SEE DETAIL 1 a M DIG A1.F.RT Call: TOLL FREE 1 -600- 227-2600 AT TWO DAYS ORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA F Q, 7;'p Ft�`J.�l• 9� G� / oe Sir P pSSA�PC•� 'i2`� SEE 4R0`�MEN 0c 374 ui 372 N N) �I 370 } } W oc 368' 0- IQ 366 W W _ _ cnn N � �• M M O O t 364 N N c tn LEGEND: 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 P1 POINT OF INTERSECTION ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE EC ENO 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 Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. EXISTING SURVEY MONUMENT t 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. --a- FURNISH & INSTALL PRIVATE STREET UGHT -5800 LUMEN 'LED" TYPE. SEE DETAIL "5" ON SHEET 5. -©- FURNISH & INSTALL STREET UGHT -9500 LUMEN PER C.O.B. STD. ST -14. 374 HOVINGHAM DRIVE (LOCAL COLLECTOR) STA. 18 +22.09 C.L. TO STA. 23 +20.31 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL VERT. CURVE W w w .w..1 rM w� Lq M U9 ffi N - p tn 04 L j + + Q1 J W + W d EXIST. GROUND j a > N > a n 10 CENTERLINE °0 in 1_ 0 a. 19 +00 W 372 Q n. 370 W J W � 368 IQ 366 N 364 In u M M M to M 362 'L' W J w W - W R ^ N " u Go t0 to + 360 �' ap r 4i + ++o + ti rn 358 c~i� d U ao En t~il a cn 356 - - - - - - - - - s=0.49% 354 S =0.60% 18 +00 19 +00 20 +00 Ld a M tp W Ln t� u M + j _ W GUS +W m 1 Uc%l > as a. v�in: 20 +00 > M r w W W� ul w� tC M W + t'i W N J prj U N + W to j � d - -a" FrED: 2/10%2015 o U) O rh M U > j O j �WyJ W W M W 1 W W sn ta c Z to w W C14 O " M w O+ O M M M N vl N N + Q H U F N L J'n J m V1 U W O + ad CA 9 Q0 4JN N + N dv)a. ui " N cp O+ N v Q S= -1.00% C1 d a U) Se2.35`� PROPOSED WEST FLOWLINE in �i 21+00 O(I 22 +00 VERT. W 40 L Iq el � J + W V N U d N d N 6 U W j Q lal � N L-S =1.03 U w ti S,2.51�' PROPOSED EAST FLOWLINE EXIST. GROUND - 0 CENTERLINE 21+00 22 +00 LEGEND: (C0 LEGEND: (CONT.) R1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY i "Rt -1" - STOP "W31(CA)" - END W/ 3' WINGS PER C.O.B. STD. ST -4. "R26(CA)" - NO PARKING PARKING AREA -SEE NOTE 6. -- -� STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS ® STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS PIPE SIZE 8'S UTILITY CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER S =SEWER C.O.B. STD. D -14, UNLESS NOTED OTHERWISE. D =DRAIN - S SEWER - REFER TO SEWER & STORM DRAIN PLANS SECTION DESIGNATION: SEC11ON LE © SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. A Q SEWER MANHOLE - REFER TO SEWER & STORM DRAIN PLANS. 2 UNIT BOUNDARY SHEET WHERE SECTION IS SHOWN - - - - - - - - - PROPOSED SAWCUT LIMIT LINE O1 CURVE NUMBER FOR CURVE DESCRIPTION 11 FLOWLINE STATION - SEE TABLE ( ITEM OF WORK - SEE CONSTRUCTION NOTES 23 +00 1hiPR0 � r��E SHEET SUBM1T5k 7 PLANS, 2/10/2015 374 372 370 368 366 364 362 360 358 356 354 24 +00 374 372 370 W W 368 + 366 M Q 364 362 360 358 356 354 23 +00 24 +00 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 95% a v C 4 � m 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' 37'52'42" 4 100.00' 6.44' 3.22' 03'41'16" 5 1031.00' 185.46' 92.98' 10'18'24" 6 30.00' 47.12' 30.00' 90'00'00" 7 30.00' 47.12' 30,00' 90100'00" 8 40.00' 38.55' 20.92' 5513'17" 9 65.00' 7.16' 3.59' 0618'52" 10 60.00' 49.38' 26.19' 47119'23" 11 1007.00' 358.02' 180.92' 20'22'14" 1 9.00' 28.27' - 180'00'00" 1 989.00' 1 360.78' 182.42' 1 20'54'04" STATIONING TABLE - MEDIAN CURB REF. NO. DESCRIPTION C.L. STATION E.P. ELEV. T.C. ELEV. 01 B.C. STA. 19 +35.02, 6.00LT. 356.12' 356.95' 02 E.C. STA. 22 +90.91, 6.00LT. 361.66' 362.49' 33 B.C. STA. 23 +04.31, 6.00LT. 361.79' 362.62' Q E.C. STA. 23+04.31, 12.00RT. 361,80' 362.63' 5Q B.C. STA. 22 +90.91, 12.00RT. 361.66' 362.49' © E.C. STA. 19 +25.75, 12.00RT. 356.16' 356.99' 07 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' 09 GRADE BREAK PROJECTION STA. 22+14.56, 12.00RT. 360.72' 361.55' 1[]0 GRADE BREAK PROJECTION STA. 20+41.33, 12.00RT. 356.96' 357.79' QONSTRUCTION NOTES: ® INSTALL W31(CA) SIGN WITH OM4 -3 MARKER AT LIMITS OF ON -SITE Q1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. CONSTRUCTION IF ADJACENT TRACT IS NOT CONSTRUCTED AT THE SAME 02 CONSTRUCT 5' DETACHED SIDEWALK PER C.O.B. STD. ST -3. TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT SITE. U3 14 CONSTRUCT CASE "A" RAMP PER DETAIL "4" ON SHEET 5. TYPICAL STREET CORNER -SEE DETAIL "3" ON SHEET 5. CONSTRUCT 6" CONCRETE CURB WITH 12" TOTAL CURB HEIGHT 15 TYPICAL STREET BULGE - SEE DETAIL "6" ON SHEET 5. AND 6" REVEAL PER DETAIL "1" ON SHEET 5. 16 CONSTRUCT 5.5' COMBINATION SIDEWALK PER G.O.B. STD. ST - 3. O PROPOSED BLOCK WALL & LANDSCAPE -SEE SEPARATE PLANS PROPOSED STRIPINGS AND MARKINGS. FOR DETAILS. 6� PARKING AREA, 6" THICK CONCRETE -SEE DETAIL "2" ON SHEET 5.9 FURNISH AND INSTALL 3 - 3" BLANK CONDUIT PIPES. 19 FURNISH AND INSTALL 2 - 2" BLANK CONDUIT PIPES. PROPOSED PRIVATE ENTRANCE GATE -SEE SEPARATE PLAN FOR DETAILS. ® CONSTRUCT TYPE D -4 CURB PER CALTRANS 2010 STANDARD ® CONSTRUCT 10' MEANDERING SIDEWALK PER C.O.B. STD. ST -3. PLAN A87A. 21 FURNISH AND INSTALL TRAFFIC SIGNS - SEE SHEETS 90 CONSTRUCT 6' WIDE DETACHED SIDEWALK PER C.O.B. STD. ST -3. 9 AND 10 FOR DETAILS. 10 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 CONSTRUCT TYPE A1-6 CURB WITH 6" REVEAL PER CALTRANS SURFACE ON 4" CONCRETE WALKWAY. FOR DETECTABLE WARNING 2010 STANDARD DETAILS, SEE DETAIL "4" ON SHEET 5. 0 SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY THE 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. 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 ALERT Cali: TOLL FREE 1- 800 - 227 -2600 AT TWO DAYS YOU DIG UNDERGROUND SERVICE ALERT cn OF SOUTHERN CALIFORNIA rn 0 F- Cr) IN r O z 00 U of It Z I Q J J Q � W U co J � W tD cn N W Y Q m CL x W m z 0 IL ui Lu co to a 0 LL a t(i � 0 Z o z m m W Y a w O U N b� J Q U V �P iEAV & a Q 0 a . Z �a O •� CO) = O�Z iJ Z > � N �Z ti � Z r TENT, TR. 7256 UNIT 3 W !A 19 +00 W 372 Q n. 370 W J W � 368 IQ 366 N 364 In u M M M to M 362 'L' W J w W - W R ^ N " u Go t0 to + 360 �' ap r 4i + ++o + ti rn 358 c~i� d U ao En t~il a cn 356 - - - - - - - - - s=0.49% 354 S =0.60% 18 +00 19 +00 20 +00 Ld a M tp W Ln t� u M + j _ W GUS +W m 1 Uc%l > as a. v�in: 20 +00 > M r w W W� ul w� tC M W + t'i W N J prj U N + W to j � d - -a" FrED: 2/10%2015 o U) O rh M U > j O j �WyJ W W M W 1 W W sn ta c Z to w W C14 O " M w O+ O M M M N vl N N + Q H U F N L J'n J m V1 U W O + ad CA 9 Q0 4JN N + N dv)a. ui " N cp O+ N v Q S= -1.00% C1 d a U) Se2.35`� PROPOSED WEST FLOWLINE in �i 21+00 O(I 22 +00 VERT. W 40 L Iq el � J + W V N U d N d N 6 U W j Q lal � N L-S =1.03 U w ti S,2.51�' PROPOSED EAST FLOWLINE EXIST. GROUND - 0 CENTERLINE 21+00 22 +00 LEGEND: (C0 LEGEND: (CONT.) R1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY i "Rt -1" - STOP "W31(CA)" - END W/ 3' WINGS PER C.O.B. STD. ST -4. "R26(CA)" - NO PARKING PARKING AREA -SEE NOTE 6. -- -� STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS ® STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS PIPE SIZE 8'S UTILITY CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER S =SEWER C.O.B. STD. D -14, UNLESS NOTED OTHERWISE. D =DRAIN - S SEWER - REFER TO SEWER & STORM DRAIN PLANS SECTION DESIGNATION: SEC11ON LE © SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. A Q SEWER MANHOLE - REFER TO SEWER & STORM DRAIN PLANS. 2 UNIT BOUNDARY SHEET WHERE SECTION IS SHOWN - - - - - - - - - PROPOSED SAWCUT LIMIT LINE O1 CURVE NUMBER FOR CURVE DESCRIPTION 11 FLOWLINE STATION - SEE TABLE ( ITEM OF WORK - SEE CONSTRUCTION NOTES 23 +00 1hiPR0 � r��E SHEET SUBM1T5k 7 PLANS, 2/10/2015 374 372 370 368 366 364 362 360 358 356 354 24 +00 374 372 370 W W 368 + 366 M Q 364 362 360 358 356 354 23 +00 24 +00 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 95% a v C 4 � m 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' 37'52'42" 4 100.00' 6.44' 3.22' 03'41'16" 5 1031.00' 185.46' 92.98' 10'18'24" 6 30.00' 47.12' 30.00' 90'00'00" 7 30.00' 47.12' 30,00' 90100'00" 8 40.00' 38.55' 20.92' 5513'17" 9 65.00' 7.16' 3.59' 0618'52" 10 60.00' 49.38' 26.19' 47119'23" 11 1007.00' 358.02' 180.92' 20'22'14" 1 9.00' 28.27' - 180'00'00" 1 989.00' 1 360.78' 182.42' 1 20'54'04" STATIONING TABLE - MEDIAN CURB REF. NO. DESCRIPTION C.L. STATION E.P. ELEV. T.C. ELEV. 01 B.C. STA. 19 +35.02, 6.00LT. 356.12' 356.95' 02 E.C. STA. 22 +90.91, 6.00LT. 361.66' 362.49' 33 B.C. STA. 23 +04.31, 6.00LT. 361.79' 362.62' Q E.C. STA. 23+04.31, 12.00RT. 361,80' 362.63' 5Q B.C. STA. 22 +90.91, 12.00RT. 361.66' 362.49' © E.C. STA. 19 +25.75, 12.00RT. 356.16' 356.99' 07 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' 09 GRADE BREAK PROJECTION STA. 22+14.56, 12.00RT. 360.72' 361.55' 1[]0 GRADE BREAK PROJECTION STA. 20+41.33, 12.00RT. 356.96' 357.79' QONSTRUCTION NOTES: ® INSTALL W31(CA) SIGN WITH OM4 -3 MARKER AT LIMITS OF ON -SITE Q1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. CONSTRUCTION IF ADJACENT TRACT IS NOT CONSTRUCTED AT THE SAME 02 CONSTRUCT 5' DETACHED SIDEWALK PER C.O.B. STD. ST -3. TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT SITE. U3 14 CONSTRUCT CASE "A" RAMP PER DETAIL "4" ON SHEET 5. TYPICAL STREET CORNER -SEE DETAIL "3" ON SHEET 5. CONSTRUCT 6" CONCRETE CURB WITH 12" TOTAL CURB HEIGHT 15 TYPICAL STREET BULGE - SEE DETAIL "6" ON SHEET 5. AND 6" REVEAL PER DETAIL "1" ON SHEET 5. 16 CONSTRUCT 5.5' COMBINATION SIDEWALK PER G.O.B. STD. ST - 3. O PROPOSED BLOCK WALL & LANDSCAPE -SEE SEPARATE PLANS PROPOSED STRIPINGS AND MARKINGS. FOR DETAILS. 6� PARKING AREA, 6" THICK CONCRETE -SEE DETAIL "2" ON SHEET 5.9 FURNISH AND INSTALL 3 - 3" BLANK CONDUIT PIPES. 19 FURNISH AND INSTALL 2 - 2" BLANK CONDUIT PIPES. PROPOSED PRIVATE ENTRANCE GATE -SEE SEPARATE PLAN FOR DETAILS. ® CONSTRUCT TYPE D -4 CURB PER CALTRANS 2010 STANDARD ® CONSTRUCT 10' MEANDERING SIDEWALK PER C.O.B. STD. ST -3. PLAN A87A. 21 FURNISH AND INSTALL TRAFFIC SIGNS - SEE SHEETS 90 CONSTRUCT 6' WIDE DETACHED SIDEWALK PER C.O.B. STD. ST -3. 9 AND 10 FOR DETAILS. 10 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 CONSTRUCT TYPE A1-6 CURB WITH 6" REVEAL PER CALTRANS SURFACE ON 4" CONCRETE WALKWAY. FOR DETECTABLE WARNING 2010 STANDARD DETAILS, SEE DETAIL "4" ON SHEET 5. 0 SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY THE 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. 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 ALERT Cali: TOLL FREE 1- 800 - 227 -2600 AT TWO DAYS YOU DIG UNDERGROUND SERVICE ALERT cn OF SOUTHERN CALIFORNIA rn 0 F- Cr) IN r O z 00 U of It Z I Q J J Q � W U co J � W tD cn N W Y Q m CL x W m z 0 IL ui Lu co to a 0 LL a t(i � 0 Z o z m m W Y a w O U N b� J Q U V �P iEAV & a Q 0 a . Z �a O •� CO) = O�Z iJ Z > � N �Z ti � Z r TENT, TR. 7256 UNIT 3 W !A 20 +00 Ld a M tp W Ln t� u M + j _ W GUS +W m 1 Uc%l > as a. v�in: 20 +00 > M r w W W� ul w� tC M W + t'i W N J prj U N + W to j � d - -a" FrED: 2/10%2015 o U) O rh M U > j O j �WyJ W W M W 1 W W sn ta c Z to w W C14 O " M w O+ O M M M N vl N N + Q H U F N L J'n J m V1 U W O + ad CA 9 Q0 4JN N + N dv)a. ui " N cp O+ N v Q S= -1.00% C1 d a U) Se2.35`� PROPOSED WEST FLOWLINE in �i 21+00 O(I 22 +00 VERT. W 40 L Iq el � J + W V N U d N d N 6 U W j Q lal � N L-S =1.03 U w ti S,2.51�' PROPOSED EAST FLOWLINE EXIST. GROUND - 0 CENTERLINE 21+00 22 +00 LEGEND: (C0 LEGEND: (CONT.) R1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY i "Rt -1" - STOP "W31(CA)" - END W/ 3' WINGS PER C.O.B. STD. ST -4. "R26(CA)" - NO PARKING PARKING AREA -SEE NOTE 6. -- -� STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS ® STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS PIPE SIZE 8'S UTILITY CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER S =SEWER C.O.B. STD. D -14, UNLESS NOTED OTHERWISE. D =DRAIN - S SEWER - REFER TO SEWER & STORM DRAIN PLANS SECTION DESIGNATION: SEC11ON LE © SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. A Q SEWER MANHOLE - REFER TO SEWER & STORM DRAIN PLANS. 2 UNIT BOUNDARY SHEET WHERE SECTION IS SHOWN - - - - - - - - - PROPOSED SAWCUT LIMIT LINE O1 CURVE NUMBER FOR CURVE DESCRIPTION 11 FLOWLINE STATION - SEE TABLE ( ITEM OF WORK - SEE CONSTRUCTION NOTES 23 +00 1hiPR0 � r��E SHEET SUBM1T5k 7 PLANS, 2/10/2015 374 372 370 368 366 364 362 360 358 356 354 24 +00 374 372 370 W W 368 + 366 M Q 364 362 360 358 356 354 23 +00 24 +00 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 95% a v C 4 � m 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' 37'52'42" 4 100.00' 6.44' 3.22' 03'41'16" 5 1031.00' 185.46' 92.98' 10'18'24" 6 30.00' 47.12' 30.00' 90'00'00" 7 30.00' 47.12' 30,00' 90100'00" 8 40.00' 38.55' 20.92' 5513'17" 9 65.00' 7.16' 3.59' 0618'52" 10 60.00' 49.38' 26.19' 47119'23" 11 1007.00' 358.02' 180.92' 20'22'14" 1 9.00' 28.27' - 180'00'00" 1 989.00' 1 360.78' 182.42' 1 20'54'04" STATIONING TABLE - MEDIAN CURB REF. NO. DESCRIPTION C.L. STATION E.P. ELEV. T.C. ELEV. 01 B.C. STA. 19 +35.02, 6.00LT. 356.12' 356.95' 02 E.C. STA. 22 +90.91, 6.00LT. 361.66' 362.49' 33 B.C. STA. 23 +04.31, 6.00LT. 361.79' 362.62' Q E.C. STA. 23+04.31, 12.00RT. 361,80' 362.63' 5Q B.C. STA. 22 +90.91, 12.00RT. 361.66' 362.49' © E.C. STA. 19 +25.75, 12.00RT. 356.16' 356.99' 07 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' 09 GRADE BREAK PROJECTION STA. 22+14.56, 12.00RT. 360.72' 361.55' 1[]0 GRADE BREAK PROJECTION STA. 20+41.33, 12.00RT. 356.96' 357.79' QONSTRUCTION NOTES: ® INSTALL W31(CA) SIGN WITH OM4 -3 MARKER AT LIMITS OF ON -SITE Q1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. CONSTRUCTION IF ADJACENT TRACT IS NOT CONSTRUCTED AT THE SAME 02 CONSTRUCT 5' DETACHED SIDEWALK PER C.O.B. STD. ST -3. TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT SITE. U3 14 CONSTRUCT CASE "A" RAMP PER DETAIL "4" ON SHEET 5. TYPICAL STREET CORNER -SEE DETAIL "3" ON SHEET 5. CONSTRUCT 6" CONCRETE CURB WITH 12" TOTAL CURB HEIGHT 15 TYPICAL STREET BULGE - SEE DETAIL "6" ON SHEET 5. AND 6" REVEAL PER DETAIL "1" ON SHEET 5. 16 CONSTRUCT 5.5' COMBINATION SIDEWALK PER G.O.B. STD. ST - 3. O PROPOSED BLOCK WALL & LANDSCAPE -SEE SEPARATE PLANS PROPOSED STRIPINGS AND MARKINGS. FOR DETAILS. 6� PARKING AREA, 6" THICK CONCRETE -SEE DETAIL "2" ON SHEET 5.9 FURNISH AND INSTALL 3 - 3" BLANK CONDUIT PIPES. 19 FURNISH AND INSTALL 2 - 2" BLANK CONDUIT PIPES. PROPOSED PRIVATE ENTRANCE GATE -SEE SEPARATE PLAN FOR DETAILS. ® CONSTRUCT TYPE D -4 CURB PER CALTRANS 2010 STANDARD ® CONSTRUCT 10' MEANDERING SIDEWALK PER C.O.B. STD. ST -3. PLAN A87A. 21 FURNISH AND INSTALL TRAFFIC SIGNS - SEE SHEETS 90 CONSTRUCT 6' WIDE DETACHED SIDEWALK PER C.O.B. STD. ST -3. 9 AND 10 FOR DETAILS. 10 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 CONSTRUCT TYPE A1-6 CURB WITH 6" REVEAL PER CALTRANS SURFACE ON 4" CONCRETE WALKWAY. FOR DETECTABLE WARNING 2010 STANDARD DETAILS, SEE DETAIL "4" ON SHEET 5. 0 SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY THE 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. 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 ALERT Cali: TOLL FREE 1- 800 - 227 -2600 AT TWO DAYS YOU DIG UNDERGROUND SERVICE ALERT cn OF SOUTHERN CALIFORNIA rn 0 F- Cr) IN r O z 00 U of It Z I Q J J Q � W U co J � W tD cn N W Y Q m CL x W m z 0 IL ui Lu co to a 0 LL a t(i � 0 Z o z m m W Y a w O U N b� J Q U V �P iEAV & a Q 0 a . Z �a O •� CO) = O�Z iJ Z > � N �Z ti � Z r TENT, TR. 7256 UNIT 3 W !A 20 +00 > M r w W W� ul w� tC M W + t'i W N J prj U N + W to j � d - -a" FrED: 2/10%2015 o U) O rh M U > j O j �WyJ W W M W 1 W W sn ta c Z to w W C14 O " M w O+ O M M M N vl N N + Q H U F N L J'n J m V1 U W O + ad CA 9 Q0 4JN N + N dv)a. ui " N cp O+ N v Q S= -1.00% C1 d a U) Se2.35`� PROPOSED WEST FLOWLINE in �i 21+00 O(I 22 +00 VERT. W 40 L Iq el � J + W V N U d N d N 6 U W j Q lal � N L-S =1.03 U w ti S,2.51�' PROPOSED EAST FLOWLINE EXIST. GROUND - 0 CENTERLINE 21+00 22 +00 LEGEND: (C0 LEGEND: (CONT.) R1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY i "Rt -1" - STOP "W31(CA)" - END W/ 3' WINGS PER C.O.B. STD. ST -4. "R26(CA)" - NO PARKING PARKING AREA -SEE NOTE 6. -- -� STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS ® STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS PIPE SIZE 8'S UTILITY CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER S =SEWER C.O.B. STD. D -14, UNLESS NOTED OTHERWISE. D =DRAIN - S SEWER - REFER TO SEWER & STORM DRAIN PLANS SECTION DESIGNATION: SEC11ON LE © SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. A Q SEWER MANHOLE - REFER TO SEWER & STORM DRAIN PLANS. 2 UNIT BOUNDARY SHEET WHERE SECTION IS SHOWN - - - - - - - - - PROPOSED SAWCUT LIMIT LINE O1 CURVE NUMBER FOR CURVE DESCRIPTION 11 FLOWLINE STATION - SEE TABLE ( ITEM OF WORK - SEE CONSTRUCTION NOTES 23 +00 1hiPR0 � r��E SHEET SUBM1T5k 7 PLANS, 2/10/2015 374 372 370 368 366 364 362 360 358 356 354 24 +00 374 372 370 W W 368 + 366 M Q 364 362 360 358 356 354 23 +00 24 +00 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 95% a v C 4 � m 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' 37'52'42" 4 100.00' 6.44' 3.22' 03'41'16" 5 1031.00' 185.46' 92.98' 10'18'24" 6 30.00' 47.12' 30.00' 90'00'00" 7 30.00' 47.12' 30,00' 90100'00" 8 40.00' 38.55' 20.92' 5513'17" 9 65.00' 7.16' 3.59' 0618'52" 10 60.00' 49.38' 26.19' 47119'23" 11 1007.00' 358.02' 180.92' 20'22'14" 1 9.00' 28.27' - 180'00'00" 1 989.00' 1 360.78' 182.42' 1 20'54'04" STATIONING TABLE - MEDIAN CURB REF. NO. DESCRIPTION C.L. STATION E.P. ELEV. T.C. ELEV. 01 B.C. STA. 19 +35.02, 6.00LT. 356.12' 356.95' 02 E.C. STA. 22 +90.91, 6.00LT. 361.66' 362.49' 33 B.C. STA. 23 +04.31, 6.00LT. 361.79' 362.62' Q E.C. STA. 23+04.31, 12.00RT. 361,80' 362.63' 5Q B.C. STA. 22 +90.91, 12.00RT. 361.66' 362.49' © E.C. STA. 19 +25.75, 12.00RT. 356.16' 356.99' 07 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' 09 GRADE BREAK PROJECTION STA. 22+14.56, 12.00RT. 360.72' 361.55' 1[]0 GRADE BREAK PROJECTION STA. 20+41.33, 12.00RT. 356.96' 357.79' QONSTRUCTION NOTES: ® INSTALL W31(CA) SIGN WITH OM4 -3 MARKER AT LIMITS OF ON -SITE Q1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. CONSTRUCTION IF ADJACENT TRACT IS NOT CONSTRUCTED AT THE SAME 02 CONSTRUCT 5' DETACHED SIDEWALK PER C.O.B. STD. ST -3. TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT SITE. U3 14 CONSTRUCT CASE "A" RAMP PER DETAIL "4" ON SHEET 5. TYPICAL STREET CORNER -SEE DETAIL "3" ON SHEET 5. CONSTRUCT 6" CONCRETE CURB WITH 12" TOTAL CURB HEIGHT 15 TYPICAL STREET BULGE - SEE DETAIL "6" ON SHEET 5. AND 6" REVEAL PER DETAIL "1" ON SHEET 5. 16 CONSTRUCT 5.5' COMBINATION SIDEWALK PER G.O.B. STD. ST - 3. O PROPOSED BLOCK WALL & LANDSCAPE -SEE SEPARATE PLANS PROPOSED STRIPINGS AND MARKINGS. FOR DETAILS. 6� PARKING AREA, 6" THICK CONCRETE -SEE DETAIL "2" ON SHEET 5.9 FURNISH AND INSTALL 3 - 3" BLANK CONDUIT PIPES. 19 FURNISH AND INSTALL 2 - 2" BLANK CONDUIT PIPES. PROPOSED PRIVATE ENTRANCE GATE -SEE SEPARATE PLAN FOR DETAILS. ® CONSTRUCT TYPE D -4 CURB PER CALTRANS 2010 STANDARD ® CONSTRUCT 10' MEANDERING SIDEWALK PER C.O.B. STD. ST -3. PLAN A87A. 21 FURNISH AND INSTALL TRAFFIC SIGNS - SEE SHEETS 90 CONSTRUCT 6' WIDE DETACHED SIDEWALK PER C.O.B. STD. ST -3. 9 AND 10 FOR DETAILS. 10 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 CONSTRUCT TYPE A1-6 CURB WITH 6" REVEAL PER CALTRANS SURFACE ON 4" CONCRETE WALKWAY. FOR DETECTABLE WARNING 2010 STANDARD DETAILS, SEE DETAIL "4" ON SHEET 5. 0 SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY THE 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. 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 ALERT Cali: TOLL FREE 1- 800 - 227 -2600 AT TWO DAYS YOU DIG UNDERGROUND SERVICE ALERT cn OF SOUTHERN CALIFORNIA rn 0 F- Cr) IN r O z 00 U of It Z I Q J J Q � W U co J � W tD cn N W Y Q m CL x W m z 0 IL ui Lu co to a 0 LL a t(i � 0 Z o z m m W Y a w O U N b� J Q U V �P iEAV & a Q 0 a . Z �a O •� CO) = O�Z iJ Z > � N �Z ti � Z r TENT, TR. 7256 UNIT 3 W !A - -a" FrED: 2/10%2015 o U) O rh M U > j O j �WyJ W W M W 1 W W sn ta c Z to w W C14 O " M w O+ O M M M N vl N N + Q H U F N L J'n J m V1 U W O + ad CA 9 Q0 4JN N + N dv)a. ui " N cp O+ N v Q S= -1.00% C1 d a U) Se2.35`� PROPOSED WEST FLOWLINE in �i 21+00 O(I 22 +00 VERT. W 40 L Iq el � J + W V N U d N d N 6 U W j Q lal � N L-S =1.03 U w ti S,2.51�' PROPOSED EAST FLOWLINE EXIST. GROUND - 0 CENTERLINE 21+00 22 +00 LEGEND: (C0 LEGEND: (CONT.) R1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY i "Rt -1" - STOP "W31(CA)" - END W/ 3' WINGS PER C.O.B. STD. ST -4. "R26(CA)" - NO PARKING PARKING AREA -SEE NOTE 6. -- -� STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS ® STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS PIPE SIZE 8'S UTILITY CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER S =SEWER C.O.B. STD. D -14, UNLESS NOTED OTHERWISE. D =DRAIN - S SEWER - REFER TO SEWER & STORM DRAIN PLANS SECTION DESIGNATION: SEC11ON LE © SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. A Q SEWER MANHOLE - REFER TO SEWER & STORM DRAIN PLANS. 2 UNIT BOUNDARY SHEET WHERE SECTION IS SHOWN - - - - - - - - - PROPOSED SAWCUT LIMIT LINE O1 CURVE NUMBER FOR CURVE DESCRIPTION 11 FLOWLINE STATION - SEE TABLE ( ITEM OF WORK - SEE CONSTRUCTION NOTES 23 +00 1hiPR0 � r��E SHEET SUBM1T5k 7 PLANS, 2/10/2015 374 372 370 368 366 364 362 360 358 356 354 24 +00 374 372 370 W W 368 + 366 M Q 364 362 360 358 356 354 23 +00 24 +00 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 95% a v C 4 � m 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' 37'52'42" 4 100.00' 6.44' 3.22' 03'41'16" 5 1031.00' 185.46' 92.98' 10'18'24" 6 30.00' 47.12' 30.00' 90'00'00" 7 30.00' 47.12' 30,00' 90100'00" 8 40.00' 38.55' 20.92' 5513'17" 9 65.00' 7.16' 3.59' 0618'52" 10 60.00' 49.38' 26.19' 47119'23" 11 1007.00' 358.02' 180.92' 20'22'14" 1 9.00' 28.27' - 180'00'00" 1 989.00' 1 360.78' 182.42' 1 20'54'04" STATIONING TABLE - MEDIAN CURB REF. NO. DESCRIPTION C.L. STATION E.P. ELEV. T.C. ELEV. 01 B.C. STA. 19 +35.02, 6.00LT. 356.12' 356.95' 02 E.C. STA. 22 +90.91, 6.00LT. 361.66' 362.49' 33 B.C. STA. 23 +04.31, 6.00LT. 361.79' 362.62' Q E.C. STA. 23+04.31, 12.00RT. 361,80' 362.63' 5Q B.C. STA. 22 +90.91, 12.00RT. 361.66' 362.49' © E.C. STA. 19 +25.75, 12.00RT. 356.16' 356.99' 07 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' 09 GRADE BREAK PROJECTION STA. 22+14.56, 12.00RT. 360.72' 361.55' 1[]0 GRADE BREAK PROJECTION STA. 20+41.33, 12.00RT. 356.96' 357.79' QONSTRUCTION NOTES: ® INSTALL W31(CA) SIGN WITH OM4 -3 MARKER AT LIMITS OF ON -SITE Q1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. CONSTRUCTION IF ADJACENT TRACT IS NOT CONSTRUCTED AT THE SAME 02 CONSTRUCT 5' DETACHED SIDEWALK PER C.O.B. STD. ST -3. TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT SITE. U3 14 CONSTRUCT CASE "A" RAMP PER DETAIL "4" ON SHEET 5. TYPICAL STREET CORNER -SEE DETAIL "3" ON SHEET 5. CONSTRUCT 6" CONCRETE CURB WITH 12" TOTAL CURB HEIGHT 15 TYPICAL STREET BULGE - SEE DETAIL "6" ON SHEET 5. AND 6" REVEAL PER DETAIL "1" ON SHEET 5. 16 CONSTRUCT 5.5' COMBINATION SIDEWALK PER G.O.B. STD. ST - 3. O PROPOSED BLOCK WALL & LANDSCAPE -SEE SEPARATE PLANS PROPOSED STRIPINGS AND MARKINGS. FOR DETAILS. 6� PARKING AREA, 6" THICK CONCRETE -SEE DETAIL "2" ON SHEET 5.9 FURNISH AND INSTALL 3 - 3" BLANK CONDUIT PIPES. 19 FURNISH AND INSTALL 2 - 2" BLANK CONDUIT PIPES. PROPOSED PRIVATE ENTRANCE GATE -SEE SEPARATE PLAN FOR DETAILS. ® CONSTRUCT TYPE D -4 CURB PER CALTRANS 2010 STANDARD ® CONSTRUCT 10' MEANDERING SIDEWALK PER C.O.B. STD. ST -3. PLAN A87A. 21 FURNISH AND INSTALL TRAFFIC SIGNS - SEE SHEETS 90 CONSTRUCT 6' WIDE DETACHED SIDEWALK PER C.O.B. STD. ST -3. 9 AND 10 FOR DETAILS. 10 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 CONSTRUCT TYPE A1-6 CURB WITH 6" REVEAL PER CALTRANS SURFACE ON 4" CONCRETE WALKWAY. FOR DETECTABLE WARNING 2010 STANDARD DETAILS, SEE DETAIL "4" ON SHEET 5. 0 SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY THE 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. 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 ALERT Cali: TOLL FREE 1- 800 - 227 -2600 AT TWO DAYS YOU DIG UNDERGROUND SERVICE ALERT cn OF SOUTHERN CALIFORNIA rn 0 F- Cr) IN r O z 00 U of It Z I Q J J Q � W U co J � W tD cn N W Y Q m CL x W m z 0 IL ui Lu co to a 0 LL a t(i � 0 Z o z m m W Y a w O U N b� J Q U V �P iEAV & a Q 0 a . Z �a O •� CO) = O�Z iJ Z > � N �Z ti � Z r TENT, TR. 7256 UNIT 3 W !A U W O + ad CA 9 Q0 4JN N + N dv)a. ui " N cp O+ N v Q S= -1.00% C1 d a U) Se2.35`� PROPOSED WEST FLOWLINE in �i 21+00 O(I 22 +00 VERT. W 40 L Iq el � J + W V N U d N d N 6 U W j Q lal � N L-S =1.03 U w ti S,2.51�' PROPOSED EAST FLOWLINE EXIST. GROUND - 0 CENTERLINE 21+00 22 +00 LEGEND: (C0 LEGEND: (CONT.) R1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY i "Rt -1" - STOP "W31(CA)" - END W/ 3' WINGS PER C.O.B. STD. ST -4. "R26(CA)" - NO PARKING PARKING AREA -SEE NOTE 6. -- -� STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS ® STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS PIPE SIZE 8'S UTILITY CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER S =SEWER C.O.B. STD. D -14, UNLESS NOTED OTHERWISE. D =DRAIN - S SEWER - REFER TO SEWER & STORM DRAIN PLANS SECTION DESIGNATION: SEC11ON LE © SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. A Q SEWER MANHOLE - REFER TO SEWER & STORM DRAIN PLANS. 2 UNIT BOUNDARY SHEET WHERE SECTION IS SHOWN - - - - - - - - - PROPOSED SAWCUT LIMIT LINE O1 CURVE NUMBER FOR CURVE DESCRIPTION 11 FLOWLINE STATION - SEE TABLE ( ITEM OF WORK - SEE CONSTRUCTION NOTES 23 +00 1hiPR0 � r��E SHEET SUBM1T5k 7 PLANS, 2/10/2015 374 372 370 368 366 364 362 360 358 356 354 24 +00 374 372 370 W W 368 + 366 M Q 364 362 360 358 356 354 23 +00 24 +00 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 95% a v C 4 � m 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' 37'52'42" 4 100.00' 6.44' 3.22' 03'41'16" 5 1031.00' 185.46' 92.98' 10'18'24" 6 30.00' 47.12' 30.00' 90'00'00" 7 30.00' 47.12' 30,00' 90100'00" 8 40.00' 38.55' 20.92' 5513'17" 9 65.00' 7.16' 3.59' 0618'52" 10 60.00' 49.38' 26.19' 47119'23" 11 1007.00' 358.02' 180.92' 20'22'14" 1 9.00' 28.27' - 180'00'00" 1 989.00' 1 360.78' 182.42' 1 20'54'04" STATIONING TABLE - MEDIAN CURB REF. NO. DESCRIPTION C.L. STATION E.P. ELEV. T.C. ELEV. 01 B.C. STA. 19 +35.02, 6.00LT. 356.12' 356.95' 02 E.C. STA. 22 +90.91, 6.00LT. 361.66' 362.49' 33 B.C. STA. 23 +04.31, 6.00LT. 361.79' 362.62' Q E.C. STA. 23+04.31, 12.00RT. 361,80' 362.63' 5Q B.C. STA. 22 +90.91, 12.00RT. 361.66' 362.49' © E.C. STA. 19 +25.75, 12.00RT. 356.16' 356.99' 07 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' 09 GRADE BREAK PROJECTION STA. 22+14.56, 12.00RT. 360.72' 361.55' 1[]0 GRADE BREAK PROJECTION STA. 20+41.33, 12.00RT. 356.96' 357.79' QONSTRUCTION NOTES: ® INSTALL W31(CA) SIGN WITH OM4 -3 MARKER AT LIMITS OF ON -SITE Q1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. CONSTRUCTION IF ADJACENT TRACT IS NOT CONSTRUCTED AT THE SAME 02 CONSTRUCT 5' DETACHED SIDEWALK PER C.O.B. STD. ST -3. TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT SITE. U3 14 CONSTRUCT CASE "A" RAMP PER DETAIL "4" ON SHEET 5. TYPICAL STREET CORNER -SEE DETAIL "3" ON SHEET 5. CONSTRUCT 6" CONCRETE CURB WITH 12" TOTAL CURB HEIGHT 15 TYPICAL STREET BULGE - SEE DETAIL "6" ON SHEET 5. AND 6" REVEAL PER DETAIL "1" ON SHEET 5. 16 CONSTRUCT 5.5' COMBINATION SIDEWALK PER G.O.B. STD. ST - 3. O PROPOSED BLOCK WALL & LANDSCAPE -SEE SEPARATE PLANS PROPOSED STRIPINGS AND MARKINGS. FOR DETAILS. 6� PARKING AREA, 6" THICK CONCRETE -SEE DETAIL "2" ON SHEET 5.9 FURNISH AND INSTALL 3 - 3" BLANK CONDUIT PIPES. 19 FURNISH AND INSTALL 2 - 2" BLANK CONDUIT PIPES. PROPOSED PRIVATE ENTRANCE GATE -SEE SEPARATE PLAN FOR DETAILS. ® CONSTRUCT TYPE D -4 CURB PER CALTRANS 2010 STANDARD ® CONSTRUCT 10' MEANDERING SIDEWALK PER C.O.B. STD. ST -3. PLAN A87A. 21 FURNISH AND INSTALL TRAFFIC SIGNS - SEE SHEETS 90 CONSTRUCT 6' WIDE DETACHED SIDEWALK PER C.O.B. STD. ST -3. 9 AND 10 FOR DETAILS. 10 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 CONSTRUCT TYPE A1-6 CURB WITH 6" REVEAL PER CALTRANS SURFACE ON 4" CONCRETE WALKWAY. FOR DETECTABLE WARNING 2010 STANDARD DETAILS, SEE DETAIL "4" ON SHEET 5. 0 SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY THE 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. 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 ALERT Cali: TOLL FREE 1- 800 - 227 -2600 AT TWO DAYS YOU DIG UNDERGROUND SERVICE ALERT cn OF SOUTHERN CALIFORNIA rn 0 F- Cr) IN r O z 00 U of It Z I Q J J Q � W U co J � W tD cn N W Y Q m CL x W m z 0 IL ui Lu co to a 0 LL a t(i � 0 Z o z m m W Y a w O U N b� J Q U V �P iEAV & a Q 0 a . Z �a O •� CO) = O�Z iJ Z > � N �Z ti � Z r TENT, TR. 7256 UNIT 3 W !A 21+00 O(I 22 +00 VERT. W 40 L Iq el � J + W V N U d N d N 6 U W j Q lal � N L-S =1.03 U w ti S,2.51�' PROPOSED EAST FLOWLINE EXIST. GROUND - 0 CENTERLINE 21+00 22 +00 LEGEND: (C0 LEGEND: (CONT.) R1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY i "Rt -1" - STOP "W31(CA)" - END W/ 3' WINGS PER C.O.B. STD. ST -4. "R26(CA)" - NO PARKING PARKING AREA -SEE NOTE 6. -- -� STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS ® STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS PIPE SIZE 8'S UTILITY CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER S =SEWER C.O.B. STD. D -14, UNLESS NOTED OTHERWISE. D =DRAIN - S SEWER - REFER TO SEWER & STORM DRAIN PLANS SECTION DESIGNATION: SEC11ON LE © SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. A Q SEWER MANHOLE - REFER TO SEWER & STORM DRAIN PLANS. 2 UNIT BOUNDARY SHEET WHERE SECTION IS SHOWN - - - - - - - - - PROPOSED SAWCUT LIMIT LINE O1 CURVE NUMBER FOR CURVE DESCRIPTION 11 FLOWLINE STATION - SEE TABLE ( ITEM OF WORK - SEE CONSTRUCTION NOTES 23 +00 1hiPR0 � r��E SHEET SUBM1T5k 7 PLANS, 2/10/2015 374 372 370 368 366 364 362 360 358 356 354 24 +00 374 372 370 W W 368 + 366 M Q 364 362 360 358 356 354 23 +00 24 +00 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 95% a v C 4 � m 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' 37'52'42" 4 100.00' 6.44' 3.22' 03'41'16" 5 1031.00' 185.46' 92.98' 10'18'24" 6 30.00' 47.12' 30.00' 90'00'00" 7 30.00' 47.12' 30,00' 90100'00" 8 40.00' 38.55' 20.92' 5513'17" 9 65.00' 7.16' 3.59' 0618'52" 10 60.00' 49.38' 26.19' 47119'23" 11 1007.00' 358.02' 180.92' 20'22'14" 1 9.00' 28.27' - 180'00'00" 1 989.00' 1 360.78' 182.42' 1 20'54'04" STATIONING TABLE - MEDIAN CURB REF. NO. DESCRIPTION C.L. STATION E.P. ELEV. T.C. ELEV. 01 B.C. STA. 19 +35.02, 6.00LT. 356.12' 356.95' 02 E.C. STA. 22 +90.91, 6.00LT. 361.66' 362.49' 33 B.C. STA. 23 +04.31, 6.00LT. 361.79' 362.62' Q E.C. STA. 23+04.31, 12.00RT. 361,80' 362.63' 5Q B.C. STA. 22 +90.91, 12.00RT. 361.66' 362.49' © E.C. STA. 19 +25.75, 12.00RT. 356.16' 356.99' 07 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' 09 GRADE BREAK PROJECTION STA. 22+14.56, 12.00RT. 360.72' 361.55' 1[]0 GRADE BREAK PROJECTION STA. 20+41.33, 12.00RT. 356.96' 357.79' QONSTRUCTION NOTES: ® INSTALL W31(CA) SIGN WITH OM4 -3 MARKER AT LIMITS OF ON -SITE Q1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. CONSTRUCTION IF ADJACENT TRACT IS NOT CONSTRUCTED AT THE SAME 02 CONSTRUCT 5' DETACHED SIDEWALK PER C.O.B. STD. ST -3. TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT SITE. U3 14 CONSTRUCT CASE "A" RAMP PER DETAIL "4" ON SHEET 5. TYPICAL STREET CORNER -SEE DETAIL "3" ON SHEET 5. CONSTRUCT 6" CONCRETE CURB WITH 12" TOTAL CURB HEIGHT 15 TYPICAL STREET BULGE - SEE DETAIL "6" ON SHEET 5. AND 6" REVEAL PER DETAIL "1" ON SHEET 5. 16 CONSTRUCT 5.5' COMBINATION SIDEWALK PER G.O.B. STD. ST - 3. O PROPOSED BLOCK WALL & LANDSCAPE -SEE SEPARATE PLANS PROPOSED STRIPINGS AND MARKINGS. FOR DETAILS. 6� PARKING AREA, 6" THICK CONCRETE -SEE DETAIL "2" ON SHEET 5.9 FURNISH AND INSTALL 3 - 3" BLANK CONDUIT PIPES. 19 FURNISH AND INSTALL 2 - 2" BLANK CONDUIT PIPES. PROPOSED PRIVATE ENTRANCE GATE -SEE SEPARATE PLAN FOR DETAILS. ® CONSTRUCT TYPE D -4 CURB PER CALTRANS 2010 STANDARD ® CONSTRUCT 10' MEANDERING SIDEWALK PER C.O.B. STD. ST -3. PLAN A87A. 21 FURNISH AND INSTALL TRAFFIC SIGNS - SEE SHEETS 90 CONSTRUCT 6' WIDE DETACHED SIDEWALK PER C.O.B. STD. ST -3. 9 AND 10 FOR DETAILS. 10 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 CONSTRUCT TYPE A1-6 CURB WITH 6" REVEAL PER CALTRANS SURFACE ON 4" CONCRETE WALKWAY. FOR DETECTABLE WARNING 2010 STANDARD DETAILS, SEE DETAIL "4" ON SHEET 5. 0 SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY THE 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. 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 ALERT Cali: TOLL FREE 1- 800 - 227 -2600 AT TWO DAYS YOU DIG UNDERGROUND SERVICE ALERT cn OF SOUTHERN CALIFORNIA rn 0 F- Cr) IN r O z 00 U of It Z I Q J J Q � W U co J � W tD cn N W Y Q m CL x W m z 0 IL ui Lu co to a 0 LL a t(i � 0 Z o z m m W Y a w O U N b� J Q U V �P iEAV & a Q 0 a . Z �a O •� CO) = O�Z iJ Z > � N �Z ti � Z r TENT, TR. 7256 UNIT 3 W !A 23 +00 1hiPR0 � r��E SHEET SUBM1T5k 7 PLANS, 2/10/2015 374 372 370 368 366 364 362 360 358 356 354 24 +00 374 372 370 W W 368 + 366 M Q 364 362 360 358 356 354 23 +00 24 +00 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 95% a v C 4 � m 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' 37'52'42" 4 100.00' 6.44' 3.22' 03'41'16" 5 1031.00' 185.46' 92.98' 10'18'24" 6 30.00' 47.12' 30.00' 90'00'00" 7 30.00' 47.12' 30,00' 90100'00" 8 40.00' 38.55' 20.92' 5513'17" 9 65.00' 7.16' 3.59' 0618'52" 10 60.00' 49.38' 26.19' 47119'23" 11 1007.00' 358.02' 180.92' 20'22'14" 1 9.00' 28.27' - 180'00'00" 1 989.00' 1 360.78' 182.42' 1 20'54'04" STATIONING TABLE - MEDIAN CURB REF. NO. DESCRIPTION C.L. STATION E.P. ELEV. T.C. ELEV. 01 B.C. STA. 19 +35.02, 6.00LT. 356.12' 356.95' 02 E.C. STA. 22 +90.91, 6.00LT. 361.66' 362.49' 33 B.C. STA. 23 +04.31, 6.00LT. 361.79' 362.62' Q E.C. STA. 23+04.31, 12.00RT. 361,80' 362.63' 5Q B.C. STA. 22 +90.91, 12.00RT. 361.66' 362.49' © E.C. STA. 19 +25.75, 12.00RT. 356.16' 356.99' 07 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' 09 GRADE BREAK PROJECTION STA. 22+14.56, 12.00RT. 360.72' 361.55' 1[]0 GRADE BREAK PROJECTION STA. 20+41.33, 12.00RT. 356.96' 357.79' QONSTRUCTION NOTES: ® INSTALL W31(CA) SIGN WITH OM4 -3 MARKER AT LIMITS OF ON -SITE Q1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. CONSTRUCTION IF ADJACENT TRACT IS NOT CONSTRUCTED AT THE SAME 02 CONSTRUCT 5' DETACHED SIDEWALK PER C.O.B. STD. ST -3. TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT SITE. U3 14 CONSTRUCT CASE "A" RAMP PER DETAIL "4" ON SHEET 5. TYPICAL STREET CORNER -SEE DETAIL "3" ON SHEET 5. CONSTRUCT 6" CONCRETE CURB WITH 12" TOTAL CURB HEIGHT 15 TYPICAL STREET BULGE - SEE DETAIL "6" ON SHEET 5. AND 6" REVEAL PER DETAIL "1" ON SHEET 5. 16 CONSTRUCT 5.5' COMBINATION SIDEWALK PER G.O.B. STD. ST - 3. O PROPOSED BLOCK WALL & LANDSCAPE -SEE SEPARATE PLANS PROPOSED STRIPINGS AND MARKINGS. FOR DETAILS. 6� PARKING AREA, 6" THICK CONCRETE -SEE DETAIL "2" ON SHEET 5.9 FURNISH AND INSTALL 3 - 3" BLANK CONDUIT PIPES. 19 FURNISH AND INSTALL 2 - 2" BLANK CONDUIT PIPES. PROPOSED PRIVATE ENTRANCE GATE -SEE SEPARATE PLAN FOR DETAILS. ® CONSTRUCT TYPE D -4 CURB PER CALTRANS 2010 STANDARD ® CONSTRUCT 10' MEANDERING SIDEWALK PER C.O.B. STD. ST -3. PLAN A87A. 21 FURNISH AND INSTALL TRAFFIC SIGNS - SEE SHEETS 90 CONSTRUCT 6' WIDE DETACHED SIDEWALK PER C.O.B. STD. ST -3. 9 AND 10 FOR DETAILS. 10 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 CONSTRUCT TYPE A1-6 CURB WITH 6" REVEAL PER CALTRANS SURFACE ON 4" CONCRETE WALKWAY. FOR DETECTABLE WARNING 2010 STANDARD DETAILS, SEE DETAIL "4" ON SHEET 5. 0 SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY THE 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. 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 ALERT Cali: TOLL FREE 1- 800 - 227 -2600 AT TWO DAYS YOU DIG UNDERGROUND SERVICE ALERT cn OF SOUTHERN CALIFORNIA rn 0 F- Cr) IN r O z 00 U of It Z I Q J J Q � W U co J � W tD cn N W Y Q m CL x W m z 0 IL ui Lu co to a 0 LL a t(i � 0 Z o z m m W Y a w O U N b� J Q U V �P iEAV & a Q 0 a . Z �a O •� CO) = O�Z iJ Z > � N �Z ti � Z r TENT, TR. 7256 UNIT 3 W !A 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 95% a v C 4 � m 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' 37'52'42" 4 100.00' 6.44' 3.22' 03'41'16" 5 1031.00' 185.46' 92.98' 10'18'24" 6 30.00' 47.12' 30.00' 90'00'00" 7 30.00' 47.12' 30,00' 90100'00" 8 40.00' 38.55' 20.92' 5513'17" 9 65.00' 7.16' 3.59' 0618'52" 10 60.00' 49.38' 26.19' 47119'23" 11 1007.00' 358.02' 180.92' 20'22'14" 1 9.00' 28.27' - 180'00'00" 1 989.00' 1 360.78' 182.42' 1 20'54'04" STATIONING TABLE - MEDIAN CURB REF. NO. DESCRIPTION C.L. STATION E.P. ELEV. T.C. ELEV. 01 B.C. STA. 19 +35.02, 6.00LT. 356.12' 356.95' 02 E.C. STA. 22 +90.91, 6.00LT. 361.66' 362.49' 33 B.C. STA. 23 +04.31, 6.00LT. 361.79' 362.62' Q E.C. STA. 23+04.31, 12.00RT. 361,80' 362.63' 5Q B.C. STA. 22 +90.91, 12.00RT. 361.66' 362.49' © E.C. STA. 19 +25.75, 12.00RT. 356.16' 356.99' 07 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' 09 GRADE BREAK PROJECTION STA. 22+14.56, 12.00RT. 360.72' 361.55' 1[]0 GRADE BREAK PROJECTION STA. 20+41.33, 12.00RT. 356.96' 357.79' QONSTRUCTION NOTES: ® INSTALL W31(CA) SIGN WITH OM4 -3 MARKER AT LIMITS OF ON -SITE Q1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. CONSTRUCTION IF ADJACENT TRACT IS NOT CONSTRUCTED AT THE SAME 02 CONSTRUCT 5' DETACHED SIDEWALK PER C.O.B. STD. ST -3. TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT SITE. U3 14 CONSTRUCT CASE "A" RAMP PER DETAIL "4" ON SHEET 5. TYPICAL STREET CORNER -SEE DETAIL "3" ON SHEET 5. CONSTRUCT 6" CONCRETE CURB WITH 12" TOTAL CURB HEIGHT 15 TYPICAL STREET BULGE - SEE DETAIL "6" ON SHEET 5. AND 6" REVEAL PER DETAIL "1" ON SHEET 5. 16 CONSTRUCT 5.5' COMBINATION SIDEWALK PER G.O.B. STD. ST - 3. O PROPOSED BLOCK WALL & LANDSCAPE -SEE SEPARATE PLANS PROPOSED STRIPINGS AND MARKINGS. FOR DETAILS. 6� PARKING AREA, 6" THICK CONCRETE -SEE DETAIL "2" ON SHEET 5.9 FURNISH AND INSTALL 3 - 3" BLANK CONDUIT PIPES. 19 FURNISH AND INSTALL 2 - 2" BLANK CONDUIT PIPES. PROPOSED PRIVATE ENTRANCE GATE -SEE SEPARATE PLAN FOR DETAILS. ® CONSTRUCT TYPE D -4 CURB PER CALTRANS 2010 STANDARD ® CONSTRUCT 10' MEANDERING SIDEWALK PER C.O.B. STD. ST -3. PLAN A87A. 21 FURNISH AND INSTALL TRAFFIC SIGNS - SEE SHEETS 90 CONSTRUCT 6' WIDE DETACHED SIDEWALK PER C.O.B. STD. ST -3. 9 AND 10 FOR DETAILS. 10 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 CONSTRUCT TYPE A1-6 CURB WITH 6" REVEAL PER CALTRANS SURFACE ON 4" CONCRETE WALKWAY. FOR DETECTABLE WARNING 2010 STANDARD DETAILS, SEE DETAIL "4" ON SHEET 5. 0 SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY THE 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. 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 ALERT Cali: TOLL FREE 1- 800 - 227 -2600 AT TWO DAYS YOU DIG UNDERGROUND SERVICE ALERT cn OF SOUTHERN CALIFORNIA rn 0 F- Cr) IN r O z 00 U of It Z I Q J J Q � W U co J � W tD cn N W Y Q m CL x W m z 0 IL ui Lu co to a 0 LL a t(i � 0 Z o z m m W Y a w O U N b� J Q U V �P iEAV & a Q 0 a . Z �a O •� CO) = O�Z iJ Z > � N �Z ti � Z r TENT, TR. 7256 UNIT 3 W !A STATIONING TABLE - MEDIAN CURB REF. NO. DESCRIPTION C.L. STATION E.P. ELEV. T.C. ELEV. 01 B.C. STA. 19 +35.02, 6.00LT. 356.12' 356.95' 02 E.C. STA. 22 +90.91, 6.00LT. 361.66' 362.49' 33 B.C. STA. 23 +04.31, 6.00LT. 361.79' 362.62' Q E.C. STA. 23+04.31, 12.00RT. 361,80' 362.63' 5Q B.C. STA. 22 +90.91, 12.00RT. 361.66' 362.49' © E.C. STA. 19 +25.75, 12.00RT. 356.16' 356.99' 07 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' 09 GRADE BREAK PROJECTION STA. 22+14.56, 12.00RT. 360.72' 361.55' 1[]0 GRADE BREAK PROJECTION STA. 20+41.33, 12.00RT. 356.96' 357.79' QONSTRUCTION NOTES: ® INSTALL W31(CA) SIGN WITH OM4 -3 MARKER AT LIMITS OF ON -SITE Q1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. CONSTRUCTION IF ADJACENT TRACT IS NOT CONSTRUCTED AT THE SAME 02 CONSTRUCT 5' DETACHED SIDEWALK PER C.O.B. STD. ST -3. TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT SITE. U3 14 CONSTRUCT CASE "A" RAMP PER DETAIL "4" ON SHEET 5. TYPICAL STREET CORNER -SEE DETAIL "3" ON SHEET 5. CONSTRUCT 6" CONCRETE CURB WITH 12" TOTAL CURB HEIGHT 15 TYPICAL STREET BULGE - SEE DETAIL "6" ON SHEET 5. AND 6" REVEAL PER DETAIL "1" ON SHEET 5. 16 CONSTRUCT 5.5' COMBINATION SIDEWALK PER G.O.B. STD. ST - 3. O PROPOSED BLOCK WALL & LANDSCAPE -SEE SEPARATE PLANS PROPOSED STRIPINGS AND MARKINGS. FOR DETAILS. 6� PARKING AREA, 6" THICK CONCRETE -SEE DETAIL "2" ON SHEET 5.9 FURNISH AND INSTALL 3 - 3" BLANK CONDUIT PIPES. 19 FURNISH AND INSTALL 2 - 2" BLANK CONDUIT PIPES. PROPOSED PRIVATE ENTRANCE GATE -SEE SEPARATE PLAN FOR DETAILS. ® CONSTRUCT TYPE D -4 CURB PER CALTRANS 2010 STANDARD ® CONSTRUCT 10' MEANDERING SIDEWALK PER C.O.B. STD. ST -3. PLAN A87A. 21 FURNISH AND INSTALL TRAFFIC SIGNS - SEE SHEETS 90 CONSTRUCT 6' WIDE DETACHED SIDEWALK PER C.O.B. STD. ST -3. 9 AND 10 FOR DETAILS. 10 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 CONSTRUCT TYPE A1-6 CURB WITH 6" REVEAL PER CALTRANS SURFACE ON 4" CONCRETE WALKWAY. FOR DETECTABLE WARNING 2010 STANDARD DETAILS, SEE DETAIL "4" ON SHEET 5. 0 SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY THE 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. 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 ALERT Cali: TOLL FREE 1- 800 - 227 -2600 AT TWO DAYS YOU DIG UNDERGROUND SERVICE ALERT cn OF SOUTHERN CALIFORNIA rn 0 F- Cr) IN r O z 00 U of It Z I Q J J Q � W U co J � W tD cn N W Y Q m CL x W m z 0 IL ui Lu co to a 0 LL a t(i � 0 Z o z m m W Y a w O U N b� J Q U V �P iEAV & a Q 0 a . Z �a O •� CO) = O�Z iJ Z > � N �Z ti � Z r TENT, TR. 7256 UNIT 3 W !A QONSTRUCTION NOTES: ® INSTALL W31(CA) SIGN WITH OM4 -3 MARKER AT LIMITS OF ON -SITE Q1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. CONSTRUCTION IF ADJACENT TRACT IS NOT CONSTRUCTED AT THE SAME 02 CONSTRUCT 5' DETACHED SIDEWALK PER C.O.B. STD. ST -3. TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT SITE. U3 14 CONSTRUCT CASE "A" RAMP PER DETAIL "4" ON SHEET 5. TYPICAL STREET CORNER -SEE DETAIL "3" ON SHEET 5. CONSTRUCT 6" CONCRETE CURB WITH 12" TOTAL CURB HEIGHT 15 TYPICAL STREET BULGE - SEE DETAIL "6" ON SHEET 5. AND 6" REVEAL PER DETAIL "1" ON SHEET 5. 16 CONSTRUCT 5.5' COMBINATION SIDEWALK PER G.O.B. STD. ST - 3. O PROPOSED BLOCK WALL & LANDSCAPE -SEE SEPARATE PLANS PROPOSED STRIPINGS AND MARKINGS. FOR DETAILS. 6� PARKING AREA, 6" THICK CONCRETE -SEE DETAIL "2" ON SHEET 5.9 FURNISH AND INSTALL 3 - 3" BLANK CONDUIT PIPES. 19 FURNISH AND INSTALL 2 - 2" BLANK CONDUIT PIPES. PROPOSED PRIVATE ENTRANCE GATE -SEE SEPARATE PLAN FOR DETAILS. ® CONSTRUCT TYPE D -4 CURB PER CALTRANS 2010 STANDARD ® CONSTRUCT 10' MEANDERING SIDEWALK PER C.O.B. STD. ST -3. PLAN A87A. 21 FURNISH AND INSTALL TRAFFIC SIGNS - SEE SHEETS 90 CONSTRUCT 6' WIDE DETACHED SIDEWALK PER C.O.B. STD. ST -3. 9 AND 10 FOR DETAILS. 10 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 CONSTRUCT TYPE A1-6 CURB WITH 6" REVEAL PER CALTRANS SURFACE ON 4" CONCRETE WALKWAY. FOR DETECTABLE WARNING 2010 STANDARD DETAILS, SEE DETAIL "4" ON SHEET 5. 0 SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY THE 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. 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 ALERT Cali: TOLL FREE 1- 800 - 227 -2600 AT TWO DAYS YOU DIG UNDERGROUND SERVICE ALERT cn OF SOUTHERN CALIFORNIA rn 0 F- Cr) IN r O z 00 U of It Z I Q J J Q � W U co J � W tD cn N W Y Q m CL x W m z 0 IL ui Lu co to a 0 LL a t(i � 0 Z o z m m W Y a w O U N b� J Q U V �P iEAV & a Q 0 a . Z �a O •� CO) = O�Z iJ Z > � N �Z ti � Z r TENT, TR. 7256 UNIT 3 W !A 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 ALERT Cali: TOLL FREE 1- 800 - 227 -2600 AT TWO DAYS YOU DIG UNDERGROUND SERVICE ALERT cn OF SOUTHERN CALIFORNIA rn 0 F- Cr) IN r O z 00 U of It Z I Q J J Q � W U co J � W tD cn N W Y Q m CL x W m z 0 IL ui Lu co to a 0 LL a t(i � 0 Z o z m m W Y a w O U N b� J Q U V �P iEAV & a Q 0 a . Z �a O •� CO) = O�Z iJ Z > � N �Z ti � Z r TENT, TR. 7256 UNIT 3 W !A TENT, TR. 7256 UNIT 3 W !A �Q�SG�P Q p,S P ` W ¢ .�ZS/ �z� �5.�� C26 W Uj M <0 C7 WQ�� d-U)wM w "' F , a - d- w ccnn , 217. NEW PNT c� G Z SPUTTER ISLAND "C" SEE DETAIL THIS DRAWING DETAIL "1" CIRCLE @ ROUNDABOUT SCALE: 1" = 20' NOTE: STATIONING ARE BASED ON HOVINGHAM DRIVE 41' 7' 34' STAMP �- CONCRETE VARIES n rm-- 4. - 0.30' A.C. 0.40' CL. II AGG. BASE - 1.00' COMPACTED SUBGRADE COMPACTED TO 95% OF MAXIMUM DENSITY LEGEND: 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 PA PROPERTY LINE 0 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. -0- 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. Lu 2.0714.4% IQ ��� oV) mla a a n ,, min Z Z v u*1 0.50' TYPE "A'" CONC. - 0.50' COMPACTED SUBGRADE COMPACTED TO 95% OF MAXIMUM DENSITY 41' 1 7' STAMP CONCRETE ! 1 I ?Y 1C �0 0 LINE TABLE LINE N0. BEARING LENGTH L1 I N45'03'09 "W 36.87' A SECTION % SCALE: 1"=10' R = 59 11 6 LEGEND: (COQ Rl FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: "R1 -1" - STOP "W31(CA)" - END "R26(CA)" - NO PARKING -- o STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS J > w �Q� w W U) w W = mC-D v U) W N Qm w I� � ED Q a- \50-� 'gl ' G 0� SPLITTER ISLAND "A" @ ROUNDABOUT SCALE: 1" = 10' SPLITTER ISLAND "B" @ ROUNDABOUT SCALE: 1" = 10' DRIVE STATIONING TABLE REF. NO. DESCRIPTION C.L. STATION E.P./F.C. ELEV. T.C. ELEV. CURVE NUMBER FOR CURVE DESCRIPTION INTERSECTION STA. 18 +22.09, C.L. HOVINGHAM DR.= STA. 10 +00.00, C.L. PEMBERLEY PASSAGE AVE. - - © B.C. S65'29'38'W RAD. STA. 18 +58.96, C.L. HOVINGHAM DR. - - 1 T.C.(D -4 CURB) /E.P. STA. 18 +63.34, C.L. HOVINGHAM DR. 356.67' E.P. 357.00' 04 T.C.(TYPE "A1 -6" CURB)/F.C. STA. 18 +56.09, C.L. HOVINGHAM DR. 357.10' F.C. 357.60' C26 T.C.(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' []7 T.C.(D -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' O9 T.C.(D -4 CURB)/E.P. STA. 18+35.84, C.L. 38.63LT. HOVINGHAM DR. 355.79 E.P. 356.12' 10 I T.C.(TYPE "A1 -6" CURB /F.C. STA 18 +33.32. C.L. 32.09LT. HOVINGHAM DR. 356.27' F.C. 356.77' LEGEND: (CONT.) CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/ 3' WINGS PER C.O.B. STD. ST -4. 0 PARKING AREA - SEE NOTE 6. STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER C.O.B. STD. D -14, UNLESS NOTED OTHERWISE. s SEWER - REFER TO SEWER & STORM DRAIN PLANS 0 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. SEWER MANHOLE - REFER TO SEWER & STORM DRAIN PLANS. C- PIPE SIZE 8 S- UTILITY S =SEWER D =DRAIN SECTION DESIGNATION: SECTION LE _2 SHEET WHERE SECTION IS SHOWN SPLITTER ISLAND "Co, @ ROUNDABOUT SCALE: 1" = 10' VINGHAM DRIVE � PEMBERLEY PASSAGE AVE.� CURVE TABLE CURVE � N-w � � wm mm am am mm � UNIT BOUNDARY - - - - - - - - - - - PROPOSED SAWCUT LIMIT LINE (D CURVE NUMBER FOR CURVE DESCRIPTION 10 FLOWLINE STATION - SEE TABLE ® ITEM OF WORK - SEE CONSTRUCTION NOTES C- PIPE SIZE 8 S- UTILITY S =SEWER D =DRAIN SECTION DESIGNATION: SECTION LE _2 SHEET WHERE SECTION IS SHOWN SPLITTER ISLAND "Co, @ ROUNDABOUT SCALE: 1" = 10' VINGHAM DRIVE � PEMBERLEY PASSAGE AVE.� CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C22 3.00' 4.57' 2.87' 87'22'28" C23 1.00' 2.03' 1.62' 116'31'37" C24 120.00' 30.45' 15.31' 14'32'23" C25 1.00' 1.50' 0.93' 85'42'05' C26 1.00' 1.56' 0.99' 89'31'28" SPLITTER ISLAND "D" @ ROUNDABOUT SCALE: 1" = 10' CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA Cl 1.00' 1.57' 1.00' 89'48'21" C2 1.00' 1.59' 1.02' 9112'01" C3 93.00' 12.45' 6.24' 7'40'23" C4 1.00' 1.98' 1.53' 11330'20" 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' 91'55'16" C8 1.00' 1.57' 1.00' 90100'00" C9 80.00' 24.69' 12.44' 17"40'54" C10 1,00' 2.02' 1.59' 115'36'06" C11 3.00' 4.30' 2.61' 82'04'48" C12 1 1.00' 1.52' 0.95' 8716'14" C13 1.00' 1.57' 0.99' 89'42'08" C14 1.00' 1.55' 0.98' 8833'53" C15 61.00' 10.44' 5.23' 9'48'32" C16 1.00' 1.94' 1.47' 111'22'00" C17 100' 4.59' 2.88' 87'41'18" C18 1.00' 1.43' 0.87' 81'54'54" C19 1.00' 1.55' 0.98' 88'46'57" C20 1.00' 1.58' 1.01' 90'46'24" CONSTRUCTION NOTES: REF. NO.1 DESCRIP11ON " � INSTALL W31(CA) SIGN WITH OM4 -3 MARKER AT LIMITS OF ON -SITE O1 CONSTRUCT TYPE B CURB & GUTTER PER C.O.B. STD. ST -1. CONSTRUC11ON IF ADJACENT TRACT IS NOT CONSTRUCTED AT THE SAME P.C.C. TYPE "M" MEDIAN CURB CONSTRUCT 5' DETACHED SIDEWALK PER C.O.B. STD. ST -3. TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT SITE. ",3" CENTER 1.0' RADIUS "A" "4" 14 TYPICAL STREET CORNER - SEE DETAIL, ON SHEET 5. O3 CONSTRUCT CASE RAMP PER DETAIL ON SHEET 5. Q 4 CONSTRUCT 6 CONCRETE CURB WITH 12 TOTAL CURB HEIGHT 15 TYPICAL STREET BULGE -SEE DETAIL 6 ON SHEET 5. CENTER 1.0' RADIUS AND 6" REVEAL PER DETAIL "1" ON SHEET 5. Lb CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. E.C. TYPE "M" MEDIAN CURB PROPOSED BLOCK WALL & LANDSCAPE -SEE SEPARATE PLANS PROPOSED STRIPINGS AND MARKINGS. ® FOR DETAILS. „ „ PARKING AREA, 6 THICK CONCRETE -SEE DETAIL 2 ON SHEET 18 5. FURNISH AND INSTALL 3 - 3" BLANK CONDUIT PIPES. P.R.C. TYPE "M" MEDIAN CURB STA. 18 +89.51, C.L. 4.92LT. HOVINGHAM DR. 19 FURNISH AND INSTALL 1- 6" AND 1- 2" BLANK CONDUIT PIPE. O PROPOSED PRIVATE ENTRANCE GATE -SEE SEPARATE PLAN ® CONSTRUCT TYPE D -4 CURB PER CALTRANS 2010 STANDARD E.C. TYPE "M" MEDIAN CURB FOR DETAILS. 21 ® CONSTRUCT 10' MEANDERING SIDEWALK PER C.O.B. STD. ST -3. 21 PLAN A87A. FURNISH AND INSTALL TRAFFIC SIGNS - SEE SHEETS 9 CONSTRUCT 6' WIDE DETACHED SIDEWALK PER C.O.B. STD. ST -3. 9 AND 10 FOR DETAILS. 10 ENTRY MONUMENT- SEE SEPARATE LANDSCAPING PLAN COLORED STAMP CONCRETE - SEE LANDSCAPE PLAN FOR DETAILS. B.C. TYPE "M" MEDIAN CURB FOR DETAILS. 4 CONSTRUCT ISLAND PASSAGE WAY WITH 2' WIDE DETECTABLE WARNING 11 CONSTRUCT TYPE Al-6 CURB WITH 6" REVEAL PER CALTRANS SURFACE ON 4" CONCRETE WALKWAY. FOR DETECTABLE WARNING E.C. TYPE "M" MEDIAN CURB 2010 STANDARD v DETAILS, SEE DETAIL "4" ON SHEET 5. B.C. TYPE "M" MEDIAN CURB SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY THE (4 CONSTRUCT 5' MEANDERING SIDEWALK PER C.O.B. STD. ST--3. STA. 18 +95.89, C.L. 10.76RT. HOVINGHAM DR. CITY ENGINEER /DESIGN ENGINEER. E.C. TYPE "M" MEDIAN CURB CONSTRUCT TYPE "M " -10" REVEAL MEDIAN CURB PER SPUTTER ISLAND "B" C.O.B. STD. ST -2. STATIONING TABLE REF. NO.1 DESCRIP11ON C.L. STATION SPLITTER ISLAND "A" 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. 13 E.C. TYPE "M" MEDIAN CURB STA. 19 +34.02, C.L. 5.00LT. HOVINGHAM DR. Q B.C. TYPE "M" MEDIAN CURB STA. 19 +23.08, C.L. 3.98LT. HOVINGHAM DR. 05 CENTER 1.0' RADIUS STA. 19 +22.09, C.L. 4.00LT. HOVINGHAM DR. ® E.C. TYPE "M" MEDIAN CURB STA. 19 +22.09, C.L. 5.001-T. HOVINGHAM DR. ©7 B.C. TYPE "M" MEDIAN CURB STA. 19 +02.00, C.L. 5.00LT. HOVINGHAM DR. ® P.R.C. TYPE "M" MEDIAN CURB STA. 18 +89.51, C.L. 4.92LT. HOVINGHAM DR. ® CENTER 1.D' RADIUS STA. 18 +89.65, C.L. 5.91LT. HOVINGHAM DR. g]0 E.C. TYPE "M" MEDIAN CURB STA. 18 +88.55, C.L. 4.66LT. HOVNGHAM DR. 21 P.C.C. TYPE "M" MEDIAN CURB STA. 19 +24.31, C.L. 12.01RT. HOVINGHAM DR' ©2 CENTER 3.0' RADIUS STA. 19 +24.34, C.L. 10.89RT. HOVINGHAM © E.C. TYPE "M" MEDIAN CURB STA. 19 +23.28, C.L. 10.99RT. HOVINGHAM ®4 B.C. TYPE "M" MEDIAN CURB STA. 19 +09.97, C.L. 10.42RT. HOVNGHAM 4 V5 CENTER 1.0' RADIUS STA. 19 +09.15, C.L. 11.52RT. HOVINGHAM DR ® E.C. TYPE "M" MEDIAN CURB STA. 19 +08.97, C.L. 10.54RT. HOVINGHAM DR. v o 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. 11.6ORT. HOVINGHAM DR. SPUTTER ISLAND "B" 31 B.C. TYPE "M" MEDIAN CURB STA, 11 +07.76, C.L. 5.00LT. PEMBERLEY PASS. AVE. STA. 11 +07.76, C.L. 4.00LT. PEMBERLEY PASS. AVE. CENTER 1.0' RADIUS D2 E.C. TYPE "M" MEDIAN CURB STA. 11 +06.76, C.L. 6.00LT, PEMBERLEY PA S. AVE. ®3 B.C. TYPE "M" MEDIAN CURB STA. 10 +96.26, C.L. 4.00LT. PEMBERLEY P . 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 PA . AVE. ® B.C. TYPE "M" MEDIAN CURB STA. 10 +91.65, C.L. 5.00LT. PEMBERLEY PASIS. AVE. ®7 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, 41 CENTER 3.0' RADIUS STA. 10 +70.30, C.L. 1.00RT. PEMBERLEY PASS. AVE. Q E.C. TYPE "M" MEDIAN CURB STA. 10+70.30, C.L. 4.00RT. PEMBERLEY PASS. AVE. 4[�3 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. ©5 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. ©7 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. SPUTTER 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. W 00 51 E.C. TYPE "M" MEDIAN CURB STA, 17 +16.30, C.L. 8.52RT. HOVINGHAM DR. 2 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. 7.5OLT. HOVINGHAM DR. 0 ® E.C. TYPE "M" MEDIAN CURB STA. 17+27.25, C.L. 8.50RT. HOVINGHAM DR B.C. TYPE "M" MEDIAN CURB STA. 17 +43.38, C.L. 8.50RT. HOVINGHAM DR �] P.R.C. TYPE "M" MEDIAN CURB STA. 17 +57.87, C.L. 9.59RT. HOVINGHAM DR ®7 CENTER 1.0' RADIUS STA. 17 +55.18, C.L. 8.63RT. HOVINGHAM DR. ®e E.C. TYPE "M" MEDIAN CURB STA. 17 +56.16, C.L. 8.45RT. HOVINGHAM DR. ® B.C. TYPE "M" MEDIAN CURB STA. 17 +54.02, C.L. 3.20LT. HOVIGNHAM DR. ® CENTER 3.0' RADIUS STA. 17 +51.07, C.L. 2.66LT. HOVINGHAM DR. ®1 E.C. TYPE "M" MEDIAN CURB STA. 17 +50.65, C.L. 5.63LT. HOVINCHAM DR. B.C. TYPE "M" MEDIAN CURB STA. 17 +36.83, C.L. 3.67LT. HOVINGHAM DR. CENTER 1.0' RADIUS STA. 17 +36.97, C.L. 2.68LT. HOVINGHAM DR. ® E.C. TYPE "M" MEDIAN CURB STA. 17 +35.97, C.L. 2.68LT. HOVINGHAM DR. C 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. ©7 E.C. TYPE "M" MEDIAN CURB STA. 17 +24.96, C.L. 4.5OLT. HOVINGHAM DR. SPLITTER 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 PASEL AVE. © E.C. TYPE "M" MEDIAN CURB STA. 9 +02.47, C.L. 5.12LT. PEMBERLEY PA4 AVE. B.C. TYPE "M" MEDIAN CURB STA. 9 +13.63, C.L. 4.41 LT. PEMBERLEY PAS AVE. 0 CENTER 1.0' RADIUS STA. 9 +14.63, C.L. 4.36LT. PEMBERLEY PA I. AVE. © E.C. TYPE "M" MEDIAN CURB STA. 9 +14.64, C.L. 5.36LT. PEMBERLEY PA . AVE. ® B.C. TYPE "M" MEDIAN CURB STA. 9+29.42, C.L. 5.17LT. PEMBERLEY PASS. AVE. Q CENTER 3.0' RADIUS STA. 9+29.69, C.L. 2.18LT. PEMBERLEY PASS. AVE. © E.C. TYPE "M" MEDIAN CURB STA. 9 +32.66, C.L. 2.58LT. PEMBERLEY PASS. AVE. Q 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. ®0 B.C. TYPE "M" MEDIAN CURB STA. 9 +03.61, C.L. 7.34RT. PEMBERLEY PASS. AVE. 81 CENTER 1.0' RADIUS STA. 9 +03.69, C.L. 6.34RT. PEMBERLEY PASS. AVE. F22 E.C. TYPE "M" MEDIAN CURB STA. 9 +02.69, C.L. 6.34RT. PEMBERLEY PASS. AVE. ® B.C. TYPE "M" MEDIAN CURB STA. 8+92.71, C.L. 6.01RT. PEMBERLEY PA AVE, ® CENTER L0' RADIUS STA. 8 +91. 11, C.L. 6.00RT. PEMBERLEY PA AVE. __F_ ® .C. TYPE "M' MEDIAN CURB STA. 8 +91.71, C.L. 7.0O2T. PEMBERLEY PA AVE. 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 959 RELATIVE DENSITY PER C.O.B. STD. ST -9. 4. ALL CATCH BASINS TO BE TYPE "A" WITH 35 OPENINGS PER C.O.B. STD. D -14, UNLESS NOTED OTHERWISE. DIG AT Coll: TOLL FREE 1-800- 227-2600 AT LEAST TWO DAYS BEFO a YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA m V) Z 0 W a n 4 CL . Z v o 0 •� �-e CO) Q in V o r--� = o- Lu co > 0 III r Q � Z� �--� = Q w Z �N> ti 0 W 00 tb U. 0 � P/L R/W 45' 45' I 20' I I 25' 1 10' V2% VARIES 25' LANDSCAPLANDSCAPE AREA AREA ! W Z 20' 5' g 20' o o DRIVE AISLE MEDIA DRIVE AISLE 5 2% MIN. 4� Mme_ , 2% - 2 0.30' A.C. PAVING 1.00' COMPACTED SUBGRADE 0.40' AGG. BASE COMPACTED TO 95% SECTION A SCALE:1 " =10° 8 R = 59 STREET SECTION TI = 4.5 (PUBLIC STREET) WMSP EXHIBIT 4 -19.1 PEMBERLEY PASSAGE AVENUE R/W P/L 20' 1 = VARIES T2% 10' I LANDSCAPE LANDSCAPE AREA AREA 2' 4 � R/W R/W VARIES -MIN. 30' VARIES -MIN. 30' SEE PLAN SEE PLAN I I i 5' VARIES I I VARIES 5' 23' 23' Tb//W LANDSCAPE LANDSCAPE S/W AREA AREA 3' 3' > 2' o J 2% 1 2% j - « �� i - 1 - -_ 2 Z% X. - 0.20' A.C. PAVING 1.00' COMPACTED StJBGRADE 0.40' AGG. BASE COMPACTED TO 95% SECTION R = 59 SCALE:1 " =10' 8 Ti = 4.5 STREET SECTION (PRIVATE STREET) PEMBERLEY PASSAGE AVENUE R/W ! 30' 4 Z MIN �� 0 2, 2% 30' 5' 7' 18' I S/W L/S I 6' 12' PARKING DRIVE i - 2' 1 ci O ¢! 1 12' 18' DRIVE AISLE 1 13' S' 1 LANDSCAPE AREA S a. ! U2%. 2% 2% 2 4 0.50' TYPE "A' CONC. 0.50' COMPACTED O.G. TO 95% RELATIVE DENSITY P/L 30' 2% _�___ i 0.20' A.C. PAVING 0.40' AGG. BASE 1.00' COMPACTED SUBGRADE COMPACTED TO 95% SECTION SCALE: 1 " =10' 8 STREET SECTION R = 59 TI = 4.5 (PRIVATE STREET) PEMBERLEY PASSAGE AVENUE WMSP EXHIBIT 4 -19 U P, 30' 5' 7' 18' I S/w L/s I 6' 1 DRIVE I �2 I ci a R 30' /W ! 12' 18' DRIVE AISLE 1 13' I'1 LANDSCAPE AREA z I a: ! I O I 2% 2% 2 4 0.50' TYPE "A" CONC. 0.50' COMPACTED O.G. TO 95% RELATIVE DENSITY ►� 2 2% 2% 2 i A.C. PAVING 1.00' COMPACTED SUBGRADE 170.20- .40' AGG. BASE COMPACTED TO 95% SECTION E R = 59 SCALE:1 " =10' Ti = 4.5 STREET SECTION (PRIVATE STREET) GRANTHAM AVENUE WMSP EXHIBIT 4 -19 t R� .ml , R /W 30' 1 18' 7' 5' -1 18' 12' L/S S/W I DRIVE AISLE I 12' 6' I 5' 13' DRIVE AISLE PARKING S/W LANDSCAPE AREA i I 1 Wz 2' ci I Ia- I ! 2 2% 2s�r ti ! 2% 2% 2% 2 1 I 0.50' TYPE "A" CONIC. 1.00' COMPACTED SUBGRADE 0.20' A.C. PAWNG COMPACTED TO 95% 0.40' AGG. BASE TO COMPACTED O.G. TO 95% RELATIVE DENSITY SECTION R = 59 SCALE:1 " =10' 8 TI = 4.5 STREET SECTION (PRIVATE STREET) PEMBERLEY PASSAGE AVENUE WMSP EXHIBIT 4-19 50' R/W 50' i 38' �5' 7'' 1 S W L S 22' 6' 22' 10' 10' I DRIVE AISLE LANDSCAPE MEDIAN DRIVE AISLE PARKING I I -i 2' U I a! 4 1 4 2% 2% 2% - - -- 2 i �,�, t_ - -1 -- --� - -_ I 0.50' TYPE 'A" CONC. 0,20' A.C. PAVING 0.20' A.C. PAVING 0.40' AGG. BASE 0.40' AGG. BASE 0.50' COMPACTED O.G. TO 95% RELATIVE DENSITY 1.00' COMPACTED SUBGRADE 1.00' COMPACTED SUBGRADE COMPACTED TO 95% COMPACTED TO 95% SECTION R = 59 SCALE:1 " =10' 8 TI = 4.5 STREET SECTION (PRIVATE STREET) DOWNTON COURT P/L � 56.5' P/L 56.5' R/W R/W ' I 7 5 L/S S/W I 6' IPARKING 2, Li f d o I ! "5-;n I CL 2% 2 E "A" CONIC. .D O.G. TO 95% RELATIVE DENSITY R/W R/W 30' 30' 1 18' 7' -13' 5' I 1 t 2' 18' 5' 7' -13' 18' L/S S/W I 18' 12' DRIVE AISLE DRIVE AISLE I FS*TLI S 12' 0' -6' t 3' S' 0' -6' 12' S' 13' PARKING DRIVE AISLE DRIVE AISLE PARKING 1 LANDSCAPE AREA S/W J I S/W LANDSCAPE AREA � I w 1 c i 2' 2' I 1 z I a � I 1 I 1 0 �!" I N!a 2% ° ! 2% I 2% �`+ I 2% 2% 2% 29' 2% 2 2 2 4 4 0.50 TYPE "A" CONIC. �t r 0.50' TYPE "A" CONC. 0.20' A.C. PAVING 0.20' A.C. PAVING 1.00' COMPACTED SUBGRADE 0.50' COMPACTED O.G. 0.40' AGG. BASE TO COMPACTED O.G. 0.40 AGG. BASE COMPACTED TO TO 95% RELATIVE DENSITY TO 95% RELATIVE DENSITY 1.00' COMPACTED SUBGRADE ' COMPACTED TO 959: SECTION R = 59 R = 59 SCALE:1 " =10' 8 TI = 4.5 SECTION TI = 4.5 STREET SECTION SCALE:1 " =10' 8 (PRIVATE STREET) STREET SECTION DOCKERY STREET (PRIVATE STREET) WMSP EXHIBIT 4 -19 PEMBERLEY PASSAGE AVENUE, HIGHCLERE WAY WMSP EXHIBIT 4 -19 INSTALL W31(CA) SIGN WITH OM4 -3 MARKER AT LIMITS OF ON -SITE 1.FOR SEWER AND STORM DRAIN -SEE SEPARATE SEWER AND ('ONSTRUGTION NOTES_ ® CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. CONSTRUCTION IF ADJACENT TRACT IS NOT CONSTRUCTED AT THE SAME STORM DRAIN PLANS. 5' DETACHED SIDEWALK PER C.O.B. STD. ST -3. TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT SITE. 2 CONSTRUCT 4 TYPICAL STREET CORNER -SEE DETAIL "3" ON SHEET 5. 2. OOVCERLO OE AGGREGATE BASE OVER 1.00' COMPACTED O.G. TO Q CONSTRUCT CASE "A" RAMP PER DE 12" "4" ON SHEET 5. 15 TYPICAL STREET BULGE -SEE DETAiL "6" ON SHEET 5. BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 4 CONSTRUCT 6" CONCRETE CURB WITH 12" TOTAL CURB HEIGHT 16 CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. 3. HOVINGHAM DRIVE (LOCAL COLLECTOR) - PAVEMENT TO BE 0.30' AND 6 REVEAL PER DETAIL "1" ON SHEET 5. O TYPE "B" A.C. OVER 0.40' AGGREGATE BASE OVER 1.00' COMPACTED ® PROPOSED BLOCK WALL & LANDSCAPE -SEE SEPARATE PLANS 1� PROPOSED STRIPINGS AND MARKINGS. O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. FOR DETAILS. „ „ 18 FURNISH AND INSTALL 3 - 3" BLANK CONDUIT PIPES. STD. ST -9. \2J PARKING AREA, 6" THICK CONCRETE -SEE DETAIL 2 ON SHEET 5.19 FURNISH AND INSTALL 2 - 2" BLANK CONDUIT PIPES. 4. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PROPOSED PRIVATE ENTRANCE GATE -SEE SEPARATE PLAN ® CONSTRUCT TYPE D -4 CURB PER CALTRANS 2010 STANDARD PER C.O.B. STD. D -14, UNLESS NOTED OTHERWISE, O FOR DETAILS. PLAN A87A. ® CONSTRUCT 10' MEANDERING SIDEWALK PER C.O.B. STD. ST -3. 21 FURNISH AND INSTALL TRAFFIC SIGNS - SEE SHEETS AND O9 CONSTRUCT 6' WIDE DETACHED SIDEWALK PER C.O.B. STD. ST -3. 9 COLOR 10 FOR DETAILS. COLOR 10 STAMP CONCRETE -SEE LANDSCAPE PLAN FOR DETAILS. ENTRY MONU MENT- SEE SEPARATE LANDSCAPING PLAN CONSTRUCT ISLAND PASSAGE WAY WITH 2' WIDE DETECTABLE WARNING FOR DETAILS. CONSTRUCT TYPE A1-6 CURB WITH 6" REVEAL PER CA LTRANS DETAILS, SOEE DETAIL CONCRETE FOR DETECTABLE WARNING 4 ON SHEET 5. 11 2010 STANDARD 1 SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY THE ® 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. SECTION R = 59 SCALE- 1 " =10' 8 TI = 6 STREET SECTION LOCAL COLLECTOR (PUBLIC STREET) HOVINGHAM DRIVE WMSP EXHIBIT 4 -11.5 R/W 30' 3 1 1 18' 12' 8' DRIVE AISLE I 12' 6' 5' 13' DRIVE AISLE PARK S/W LANDSCAPE AREA 1 z I 2' I Id a o I ■ 12% 2% 2% N 2 1.00' COMPACTED SUBGRADE 0.20' A.C. PAVING 0 COMPACTED TO 95% 0.40' AGG BASE SECTION SCALE:1 " =10' 8 STREET SECTION (PRIVATE STREET) HIGHCLERE WAY WMSP EXHIBIT 4 -19 R /1 0' 7' 5' L/S ING I o I2% % 4 2 0.50' TYPE "A" CONC. 50' COMPACTED O.G. TO 95% RELATIVE DENSITY R =59 TI = 4.5 0 n Aj c, Li z w !9 W z J" z w J CD z j cn z Q J U' Q m m O z 00 U wO I z z u- I o J w 00 = _j z co N (Cr m Ld m W Q p U I� � b � f� � > Q _> v o CL 'i 1 Z , D A�ER'T Call: TOLL FREE 1 -800 -227 -2600 AT LEAST TM DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 011 z J IL . Z U co op 0 W W co uj ce cf) 0 0 LIJ W � H ~ cn C� Z m U � Q H F lll W I cc u C jrr � HOVINGHAM DRIVE t t t \ W, t � t e t t e t t Q W < a. ,Z (o ° Qom WV> a� U)w- - QLLJF- w ED ° W DETAIL "1" CIRCLE @ ROUNDABOUT SCALE: 1 " = 20' NOTE: STATIONING ARE BASED ON HOVINGHAM DRIVE MARKING NOTES & LEGEND: NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION SECTION 84, 2010 EDITION. LEGEND: 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 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. J, FURNISH & INSTALL METRO STREET NAME SIGN PER -�' C.O.B. STD. T -1. -O- FURNISH & INSTALL PRIVATE STREET UGHT -5800 LUMEN "LED" TYPE. SEE DETAIL "5' ON SHEET 5. -8- FURNISH & INSTALL STREET UGHT -9500 LUMEN PER C.O.B. STD. ST -14. SIGN LEGEND: a FURNISH & INSTALL TRAFFIC SIGNS PER KERN COUNTY DEVELOPMENT STANDARD PLATE T -4. "Rt -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 INTERSECTION NOTICE "W3 -2" - YIELD AHEAD "W11 -2" - PEDESTRIAN CROSSING W13 -1(15 MPH)" - ADVISORY SPEED LIMIT 15 "W16 -7p "- DIAGONAL DOWNWARD POINTING ARROW "R9- 3/R9 -3A" - NO PEDESTRIAN CROSSING t 1! I� LINE TABLE CROSSWALK STRIPING -SEE DETAIL �i CALTRANS TYPE IV ARROW, LEFT OR RIGHT L1 ON SHEET 10. 67.58' AS APPLICABLE, TO BE PAINTED PER CALTRANS ©FURNISH AND INSTALL STREET SIGN 21'46'34" STANDARD PLAN A24A. 65.00' PER C.O.S. STANDARD T -1. 14.01' CALTRANS TYPE VI ARROW, LEFT OR RIGHT ®PAINT 18" VIDE WHITE CONTINUOUS 16.16' AS APPLICABLE, TO BE PAINTED PER CALTRANS 10113'49" LINES FOR PEDESTRIAN CROSSWALK. 80.00' STANDARD PLAN A24A. 11.64' PROPOSED PAVEMENT MARKINGS- 5 65.05 26.13' SEE MARKING LEGEND FOR DETAILS 23'00'57" CALTRANS TYPE 1 (10) ARROW TO BE PAINTED ® FURNISH AND INSTALL TRAFFIC SIGNS- 1 14.24' PER CALTRANS STANDARD PLAN A24A. 7 SEE SIGN LEGEND. PAINT 12" HARE WHITE CONTINUOUS 18.72' CALTRANS TYPE VII ARROW, LEFT OR RIGHT 31 LINES AND /OR CROSSWALK LINES. 73.49' AS APPLICABLE, TO BE PAINTED PER CALTRANS 2.77' 04'18'58" 21 STANDARD PLAN A24A. 9O PAINT 12" WADE BROKEN WHITE LINE STA. 10+96.27, C.L. 5.00LT. PEMB. PAS 9 AND 10 FOR DETAILS. 10 NTH 3' STRIPE PER 3' GAP. s "STOP" MARKING PER CAL -TRANS STANDARDS Q PAINT 8" WIDE SOLID YELLOW LINE 10 rt "YIELD" MARKING PER CAL -TRANS STANDARDS ® PAINT 4" WIDE SOLID WHITE LINE SURFACE ON 4" CONCRETE WALKWAY. FOR DETECTABLE WARNING PAINT 8" VIDE SOLID WHITE LINE NO p "NO TRUCKS" MARKING PER CAL -TRANS STANDARDS SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY THE A A A 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. LEGEND: 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 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. J, FURNISH & INSTALL METRO STREET NAME SIGN PER -�' C.O.B. STD. T -1. -O- FURNISH & INSTALL PRIVATE STREET UGHT -5800 LUMEN "LED" TYPE. SEE DETAIL "5' ON SHEET 5. -8- FURNISH & INSTALL STREET UGHT -9500 LUMEN PER C.O.B. STD. ST -14. SIGN LEGEND: a FURNISH & INSTALL TRAFFIC SIGNS PER KERN COUNTY DEVELOPMENT STANDARD PLATE T -4. "Rt -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 INTERSECTION NOTICE "W3 -2" - YIELD AHEAD "W11 -2" - PEDESTRIAN CROSSING W13 -1(15 MPH)" - ADVISORY SPEED LIMIT 15 "W16 -7p "- DIAGONAL DOWNWARD POINTING ARROW "R9- 3/R9 -3A" - NO PEDESTRIAN CROSSING t 1! I� LINE TABLE LINE NO. BEARING LENGTH L1 N24'27'36 "W 67.58' r CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 1 65.00' 24.70' 12.50' 21'46'34" 2 65.00' 27.60' 14.01' 2419'48" 3 92.00' 16.16' 8.10' 10113'49" 4 80.00' 23.12' 11.64' 16'33'27" 5 65.05 26.13' 13.24' 23'00'57" 6 79.00' 28.18' 1 14.24' 20'26'11" 7 65.00' 18.72' 9.42' 16'30'00" 8 73.49' 5.54' 2.77' 04'18'58" LEGEND: (CONT.) LEGEND: (CONT.) Rt CONSTRUCT 18' BOTTOM MOTH DRIVEWAY i FURNISH &INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: "R1 -1" - STOP "W31(CA)" - END W/ 3' WINGS PER C.O.B. STD. ST -4. "R26(CA)" - NO PARKING PARKING AREA - SEE NOTE 6. -- D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS 0 LINE N0. STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS LENGTH Lt CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER 36.87' TYPICAL STREET CORNER - SEE DETAIL ;3" ON SHEET 5. C.O.B. STD. D -14, UNLESS NOTED OTHERWISE. S 15 SEWER - REFER TO SEWER & STORM DRAIN PLANS ® QC STA. 19 +23.58, C.L. 5.11LT. HOVINGHAM SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. Q AND 6" REVEAL PER DETAIL ON SHEET 5. SEWER MANHOLE - REFER TO SEWER & STORM DRAIN PLANS. CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. ® UNIT BOUNDARY ----- - - - - -- - PROPOSED SAWCUT LIMIT LINE FOR DETAILS. O CURVE NUMBER FOR CURVE DESCRIPTION © 1n FLOWLINE STATION - SEE TABLE FURNISH AND INSTALL 3 - 3" BLANK CONDUIT PIPES. (b ITEM OF WORK SEE CONSTRUCTION NOTES C- PIPE SIZE 8 S- UTILITY S =SEWER D =DRAIN SECTION DESIGNATION: SECTION LE _2 SHEET WHERE SECTION IS SHOWN T1 SPUTTER ISLAND "A" STRIPING @ ROUNDABOUT SCALE: 1 " = 10' STATIONING BASED ON HOVINGHAM DRIVE'S CENTERLINE LINE TABLE LINE N0. BEARING LENGTH Lt I N45'03'09 "W 36.87' B.C. -BEGIN 12" BROKEN E.C. -END 12" BROKEN WHITE LINE (SEE NOTE 32) B.C. -BEGIN 8" SOLID WHITE LINE TO SOUTH/ B.C. -BEGIN 8" SOLID YELLOW I I/JC TA NADTUCACT k STA. 10 +00.00, C.L. PEMBERLEY WY.= STA. 18 +22.09, C.L. HOVINGHAM DR. CONSTRUCTION NOTES: Q INSTALL W31(CA) SIGN WITH OM4 -3 MARKER AT LIMITS OF ON -SITE 10 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. CONSTRUCTION IF ADJACENT TRACT IS NOT CONSTRUCTED AT THE SAME O2 CONSTRUCT 5' DETACHED SIDEWALK PER C.O.B. STD. ST -3. REF. NO. TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT SITE. C.L. STATION „ „ „ 14 TYPICAL STREET CORNER - SEE DETAIL ;3" ON SHEET 5. �3 CONSTRUCT CASE A RAMP PER DETAIL 4 ON SHEET 5. 15 TYPICAL STREET BULGE DETAIL -6" ON SHEET 5. ® CONSTRUCT 6" CONCRETE CURB WITH 12" TOTAL CURB HEIGHT "1" STA. 19 +23.58, C.L. 5.11LT. HOVINGHAM -SEE ® AND 6" REVEAL PER DETAIL ON SHEET 5. 1fi CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. ® PROPOSED BLOCK WALL & LANDSCAPE -SEE SEPARATE PLANS 1© PROPOSED STRIPINGS AND MARKINGS. ® FOR DETAILS. STA. 10 +85.76, C.L. 25.00RT. PEMB. P SAGE AVE. © PARKING AREA, 6" THICK CONCRETE -SEE DETAIL "2" ON SHEET 5. 1� FURNISH AND INSTALL 3 - 3" BLANK CONDUIT PIPES. © END C. 12" WIDE SOLD WHITE LINE 19 FURNISH AND INSTALL 2 - 2" BLANK CONDUIT PIPES. ❑9 PROPOSED PRIVATE ENTRANCE GATE -SEE SEPARATE PLAN STA. 10+91.65, C.L. 6.0OLT. PEMB. PA AGE AVE. 10 FOR DETAILS. qq CONSTRUCT TYPE D -4 CURB PER CALTRANS 2010 STANDARD \8 CONSTRUCT 10' MEANDERING SIDEWALK PER C.O.B. STD. ST -3. 21 PLAN A87A. FURNISH AND INSTALL TRAFFIC SIGNS -SEE SHEETS 9O CONSTRUCT 6' WIDE DETACHED SIDEWALK PER C.O.B. STD. ST -3. STA. 10+96.27, C.L. 5.00LT. PEMB. PAS 9 AND 10 FOR DETAILS. 10 ENTRY MONUMENT- SEE SEPARATE LANDSCAPING PLAN STA. 11 +07.26, C.L. 25.001-T. PEMB. PA COLORED STAMP CONCRETE -SEE LANDSCAPE PLAN FOR DETAILS. Q FOR DETAILS. 0 CONSTRUCT ISLAND PASSAGE WAY WITH 2' WIDE DETECTABLE WARNING CONSTRUCT TYPE Al -6 CURB WITH 6" REVEAL PER CALTRANS SURFACE ON 4" CONCRETE WALKWAY. FOR DETECTABLE WARNING 2010 STANDARD DETAILS, SEE DETAIL "4" ON SHEET 5. SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY THE ® CONSTRUCT 5' MEANDERING SIDEWALK PER C.O.B. STD. ST -3. CITY ENGINEER /DESIGN ENGINEER. ® CONSTRUCT TYPE "M" -10" REVEAL MEDIAN CURB PER N C.O.B. STD. ST -2. c � P QSsPGF, P 7Q � V JQ 0 Q E> 8 S SQv 'I p,9 �v SPUTTER ISLAND "B" STRIPING @ ROUNDABOUT SCALE: 1" = 10' STATIONING BASED ON PEMBERLEY PASSAGE AVENUE STATIONING TABLE REF. NO. DESCRIPTION C.L. STATION 01 � INTERSECTION STA. 18 +22.09, C.L. HOVINGHAM DR.= STA. 10 +00.00, C.L. PEMBERLEY PASSAGE AVE. Q B.C. S6529'38 "W RAD. STA. 18 +58.96, C.L. HOVINGHAM DR. �3 END C.L. 12" WIDE SOLD WHITE LINE STA. 19 +23.58, C.L. 5.11LT. HOVINGHAM DR. ® ENO 8" SOLID YELLOW LINE STA. 10 +85.26, C.L. 6.71RT. PEMB. PAS AGE AVE. BEGIN C.L. 12" WIDE SOLID WHITE LINE STA. 10+85.76, C.L. 5.00RT. PEMB. PA AGE AVE. ® END C.L. 12" WIDE SOLID WHITE LINE STA. 10 +85.76, C.L. 25.00RT. PEMB. P SAGE AVE. Q BEGIN C.L. 12" WIDE SOLID WRITE LINE STA. 10+96.76, C.L. 4.99RT. PEMB. PA AGE AVE. © END C. 12" WIDE SOLD WHITE LINE STA. 10 +96.76, C.L. 25.00RT. PEMB. P AGE AVE. ❑9 E.C. -8" SOLID YELLOW LINE STA. 10+91.65, C.L. 6.0OLT. PEMB. PA AGE AVE. 10 END 8" SOLID YELLOW LINE STA. 10+95.77, C.L. 6.00LT. PEMB. PAS AGE AVE. 11 BEGIN C.L. 12" WIDE SOLID WHITE LINE STA. 10+96.26, C.L. 25.00LT. PEMB_. PA SAGE AVE. 12 END C.L. 12" WIDE SOLID WHITE LINE STA. 10+96.27, C.L. 5.00LT. PEMB. PAS AGE AVE. 13 BEGIN C.L. 12" WIDE SOLO WRITE LINE STA. 11 +07.26, C.L. 25.001-T. PEMB. PA AGE AVE. Q END C.L. 12" WIDE SOLD WHITE LINE STA. 11+07.26, C.L. 5.00LT. PEMB. P AGE AVE. 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 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. t e t DIG ALER I' Call: TOLL FREE 1- 800 - 227 -2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA O Z rn O M �- rn � Q � O Z ap U Of Z° , ui a J W U 00 J W w CO O U) N fr- W Y d m } m l� a 0 0 c � o w rn a Z m � o z UN r } m m o w U a w O U dZ I � � _> U c a 0 E W C LL v 0 a J U O CD m �.., ® m c H O Q s Lo co N c 0 y �z � U U 4 E W C LL v 0 O c Q SS�P, ,fix / r �o SOU r r' r' r' r'• r' r' r' r r �k v­��P« ter' r r' /rr r' r' r' r r' r' SPLITTER ISLAND "C" @ ROUNDABOUT 0 SCALE: 1" = 10' STATIONING BASED ON HOVINGHAM DRIVE'S CENTERLINE LEGEND: ABBREVIATIONS F.L. FLOWWLINE 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 FLOWUNE C/G CURB & GUTTER P/L PROPERTY LINE Q 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. -O- 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. TYPICAL CROSSWALK STRIPING SCALE: 1" = 10' FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: "Rt -1" - STOP "W31(CA)" - END "R26(CA)" - NO PARKING STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS LEGEND: (CONT.) CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/ 3' WINGS PER C.O.B. STD. ST -4. DPARKING AREA - SEE NOTE 6. STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER C.O.B. STD. D -14, UNLESS NOTED OTHERWISE. SEWER - REFER TO SEWER & STORM DRAIN PLANS SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. SEWER MANHOLE - REFER TO SEWER & STORM DRAIN PLANS. am ������� UNIT BOUNDARY CURVE - PROPOSED SAWCUT LIMIT LINE O CURVE NUMBER FOR CURVE DESCRIPTION 1Q FLOWUNE STATION - SEE TABLE ® ITEM OF WORK - SEE CONSTRUCTION NOTES - PIPE SIZE 8'S- UTILITY S =SEWER D =DRAIN SECTION DESIGNATION: SECTION LE _2 SHEET WHERE SECTION IS SHOWN 0 ayy� O,p7 PSS \ / r r r 'i u r J = E.C. -END 12" BROKEN WHITE LINE (SEE NOTE 32) B.C. -BEGIN 8" SOLID WHITE LINE TO NORTH/ B.C. -BEGIN 8" SOLID YELLOW LINE TO WEST STA. 9 +49.63, C.L. 41.07RT. SPUTTER ISLAND "D" @ ROUNDABOUT SCALE: 1" = 10' STATIONING BASED ON PEMBERLEY PASSAGE AVENUE CONSTRUCTION NOTES: /g INSTALL W31(CA) SIGN WITH OM4 -3 MARKER AT LIMITS OF ON -SITE CONSTRUCT TYPE B CURB & GUTTER PER C.O.B. STD. ST -1. roNgTpiirT1nN IF an.ierPtiT TPA(T is NOT rnticmiir'TM AT TIP' (ZAMP O CONSTRUCT 5' DETACHED SIDEWALK PER C.O.B. STD. ST -3. CURVE TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT SITE. LENGTH "A" "4" 14 TYPICAL STREET CORNER - SEE DETAIL ';3" ON SHEET 5. 03 CONSTRUCT CASE RAMP PER DETAIL ON SHEET 5. i5 TYPICAL STREET BULGE - SEE DETAIL 6 ON SHEET 5. �; \ CONSTRUCT 6" CONCRETE CURB WITH 12" TOTAL CURB HEIGHT 2 65.00' v AND 6" REVEAL PER DETAIL "1" ON SHEET 5. 16 CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. ® PROPOSED BLOCK WALL & LANDSCAPE -SEE SEPARATE PLANS 1 PROPOSED STRIPINGS AND MARKINGS. 12'35'51' FOR DETAILS. 4 60.00' © PARKING AREA, 6" THICK CONCRETE -SEE DETAIL "2" ON SHEET 5.� FURNISH AND INSTALL 3 - 3" BLANK CONDUIT PIPES. 5 65.00' 19 FURNISH AND INSTALL 2 - 2" BLANK CONDUIT PIPES. O PROPOSED PRIVATE ENTRANCE GATE -SEE SEPARATE PLAN FOR DETAILS. 0 CONSTRUCT TYPE D -4 CURB PER CALTRANS 2010 STANDARD 8� CONSTRUCT 10' MEANDERING SIDEWALK PER C.O.B. STD. ST -3. 23'22'09" PLAN A87A. 7 65.00' 21 FURNISH AND INSTALL TRAFFIC SIGNS - SEE SHEETS ® CONSTRUCT 6' WIDE DETACHED SIDEWALK PER C.O.B. STD. ST -3. 8 9 AND 10 FOR DETAILS. 34.69' 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 CONSTRUCT TYPE Al-6 CURB WITH 6" REVEAL PER CALTRANS STANDARDS SURFACE ON 4" CONCRETE WALKWAY. FOR DETECTABLE WARNING PAINT 4" WIDE SOLID WHITE LINE 2010 STANDARD "YIELD" MARKING PER CAL -TR DETAILS, SEE DETAIL "4" ON SHEET 5. ® SAWGUT EXIST. E.P. 1' BACK OR AS DIRECTED BY THE (D CONSTRUCT 5' MEANDERING SIDEWALK PER C.O.B. STD. ST -3. -TRANS STANDARDS CITY ENGINEER /DESIGN ENGINEER. ® CONSTRUCT TYPE "M" -10" REVEAL MEDIAN CURB PER N �'^cn C.O.B. STD. ST -2. CURVE TABLE Z CURVE RADIUS LENGTH TANGENT DELTA STA. 17 +36.47, C.L. 3.75LT. OVINGHAM DR. 1 65.00' 31.45' 16.04' 2743'15" STA. 17 +27.29, C.L. 28.72RT. HOVINGHAM DR. 2 65.00' 22.87' 11.55' 20'09'28" STA. 9 +13.34, C.L. 26.05LT. B. PASSAGE AVE. 3 100.00' 21.99' 11.04' 12'35'51' STA. 9 +02.35, C.L. 26.13LT. MB. PASSAGE AVE. 4 60.00' 14.85' 7.46' 1411'00" STA. 9 +03.19, C.L. 7.33RT. P B. PASSAGE AVE. 5 65.00' 22.32' 9.92' 17'21'03" STA. 8+92.19, C.L 7.01RT. PEMB. PASSAGE AVE. 6 65.00' 26.51' 13.44' 23'22'09" STA. 9 +03.69, C.L. 8.35RT. PPAB. 7 65.00' 27.81' 14.12' 24"30'57' PAINT 12" WADE BROKEN WHITE LINE 8 119,00' 34.69' 17.47' 16'42'06" STATIONING TABLE Z REF. NO. DESCRIPTION C.L. STATION 01 BEGIN C.L. 12" WIDE SOLID WHITE LINE_ STA. 17 +36.47, C.L. 3.75LT. OVINGHAM DR. 0 END C.L. 12" WIDE SOLID WHITE LINE STA. 17 +35.82, C.L. 29.07LT. HOVINGHAM DR. © 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 LINE STA. 17 +26.78, C.L. 8.54RT. IIOVINGHAM DR. Q5 BEGIN C.L. 12" WIDE SOLID WHITE LINE STA. 9 +13.34, C.L. 26.05LT. B. PASSAGE AVE. ® END C.L 12" WIDE SOLID WHITE LINE STA. 9 +13.74, C.L. 5.42LT. P B. PASSAGE AVE. [�7 BEGIN C.L. 12' WIDE SOLID WRITE LINE STA. 9 +02.35, C.L. 26.13LT. MB. PASSAGE AVE. 80 END C.L. 12" WIDE SOLID WHITE LINE STA. 9+02.71, C.L. 6.07LT. B. PASSAGE AVE. Q9 BEGIN C.L. 12" WIDE SOLID WHITE LINE STA. 9 +03.19, C.L. 7.33RT. P B. PASSAGE AVE. ® END C.L. 12" WIDE SOLID WHITE LINE STA. 9 +03.18, C.L. 27.37RT. PEMB. PASSAGE AVE. 11 BEGIN C.L. 12' WIDE SOLID WHITE LINE STA. 8+92.19, C.L 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. 1© END 8" SOLID YELLOW LINE STA. 9 +03.69, C.L. 8.35RT. PPAB. PASSAGE AVE. MARKING NOTES & LEGEND: Z W co ®CROSSWALK STRIPING -SEE DETAIL ON SHEET 10. �1 CALTRANS TYPE IV ARROW, LEFr OR RIGHT ®FURNISH AND INSTALL STREET SIGN a AS APPLICABLE, TO BE PAINTED PER CALTRAN PER C.O.B. STANDARD T -1. U STANDARD PLAN A24A. � PAINT 18" WIDE WHITE CONTINUOUS LINES FOR PEDESTRIAN CROSSWALK. CALTRANS TYPE VI ARROW, LEFr AS APPLICABLE, TO BE PAINTEE OR RIGHT _ PER CALTRANS ®PROPOSED PAVEMENT MARKINGS- STANDARD PLAN A24A. w Ii SEE MARKING LEGEND FOR DETAILS Q CALTRANS TYPE I (10) ARROW 10 BE PAINTED � FURNISH AND INSTALL TRAFFIC SIGNS - SEE SIGN LEGEND. f! PER CALTRANS STANDARD PLAN A24A. PAINT 12" WIDE WHITE CONTINUOUS CALTRANS TYPE VII ARROW, LEf OR RIGHT ' Q LINES AND /OR CROSSWALK LINES. AS APPLICABLE, TO BE PAINTEE PER CALTRANS PAINT 12" WADE BROKEN WHITE LINE STANDARD PLAN A24A. c PO WITH 3' STRIPE PER 3' GAP. PAINT 8" WIDE SOUD YELLOW LINE pm "STOP" MARKING PER CAL-TRAINS STANDARDS PAINT 4" WIDE SOLID WHITE LINE "YIELD" MARKING PER CAL -TR S STANDARDS ® PAINT 8" WIDE SOL10 WHITE LINE (D 'NO TRUCKS' MARKING PER C -TRANS STANDARDS SIGN LEGEND: i FURNISH & INSTALL TRAFFIC SIGNS PER KERN COUNTY DEVELOPMENT STANDARD PLATE T -4. "R1 -1" - STOP "Rt -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 INTERSECTION NOTICE "W3 -2" - YIELD AHEAD "W11 -2" - PEDESTRIAN CROSSING "W13 -1(15 MPH)" - ADVISORY SPEED LIMIT 15 "Wl6 -7p'- DIAGONAL DOWNWARD POINTING ARROW "R9- 3 /R9 -3A" - NO PEDESTRIAN CROSSING YIELD LINE PER CALIFORNIA MIIITCD 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. 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 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. DICr T C I: TOLL FREE 1 -800 -227 -2600 AT LEAST Tt111O DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA rn 0 M rn Q d O Z aO 0 w Z o I w w pO w CD co C) N N iY W Y Q m r m a 0 o r- Lo W rn z � o z r r m m o � 8 D U N U a 0 C) Z W co 40( LL 0 J a .z U O � V w Ii Z o Q W U c PO 0 N �'^cn a CCS Z r H V H � a ° F- < C) W co W co 40( LL 0 ( -/.� 5-1- MING AVENUE I \ I I - I \ 1 I j� O SEE SEPERATE WALL AND LANDSCAPE PLANS PER MCINTOSH do ASSOCIATES � p � a � o ' , 1 1 1 � Z { 1 1 � 1 ± 1 � 1 \� 1 � 1 1 � 1 Ij -/R81 STOPPING SIGHT DISTANCE AND SIGHT DISTANCE AT ROUNDABOUT AND APPROACHES SEE SEPERATE WALL AND LANDSCAPE PUNS PER / MCINTOSH & ASSOCIATES /. - - ox'�. �• \p SEE SEPERATE WALL AND LANDSCAPE PUNS PER MCINTOSH do ASSOCIATES E J.. �c�5' / /� ��'���0 •,t�'r�:`•` IGHT DISTANCE TO CROSSWALK ON EXIT •`•`•�•\. �\ _ \ / SEE SEPERATE WALL AND LANDSCAPE PLANS PER ' MCINTOSH & ASSOCIATES \ hFp`•, \'DSO, \ `• \ss \ ~�. \x< STOPPING SIGHT DISTANCE SSD ON THE APPROACH 8c � SIGHT DISTANCE TO CROSSW ALK ON EXIT -KT \ SCALE 1"=40' 0% HOVING,HAM DRIVE / I i i i i i i i i i i i i i t i i i t i O \ -•� ` /' `\` � \ice/ . SCALE 1"=20' \\ uj z Ld > ¢ w ¢ Cn In CL r w - J ry w m w m c \ a� 0 T�\ / i { { { { { { { { { ,I \ w z w > ¢ w (n w / J w m 2 w NTERING :AMINE DISTANCE CIRCULATING = AMING DISTANCE Ld , L\ z Ld > \ w 0 0' \ r \ J \ Ld m Ld IIV I tCCJCI./ I Iviv .)ivi i I vI_j „ I N _ HOVINGHAM DRIVE / s - s SS /01 STOPPING SIGHT DISTANCE ON ROUNDABOUT HOVINGHAM Df 0 w z w /w c� ¢ m \ r w HOVINGHAM DRIVE \ cy- J w \ m w m DIVE CALE 1"=20' I, 0 N Z w w UZ W U CD z >- w Ln cn Lij m m Ld 0 J ~ a 0 Q J a Z U 0 w � O F-4, W O Lu U. O r = O � a, w N � � Z in - J N Z J U U. a ` y I � r co i r 0 0 M r r � � M t° O z 0', U U w .4- o o Z LL I Q Qo J ¢ � Ld¢ J LL U �wcfl 0 v `-' 04 Ckf m Ld ¢ Y � � ¢ N m o o L L^ �n -- N N 1 � � b b � W I U � U _> U x Z x L m m Ld 0 J ~ a 0 Q J a Z U 0 w � O F-4, W O Lu U. O r = O � a, w N � � Z in - J N Z J U U. a ` y I � r co i r 0 I � r co i r 0