Loading...
HomeMy WebLinkAbout1.1-7300 Ph 1 & 2A.C. PAVING TESTING N 0 TE S ® MAP A.C. PAVING TESTING N p SP7-39.01 INDEXVICINITY PRIOR TO PAVING THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY THAT • CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. SHOULD 7-1. ASPHALT CONCRETE (TYPE 'A'). ASPHALT CONCRETE SHALL BE TYPE A (MODIFIED) FOR ALL 2. CONDITIONS BE CHANGED, A REVISED PLAN SHALL BE SUBMITTED TO THE CITY ARTERIAL AND COLLECTOR STREETS AND TYPE B (MODIFIED) FOR LOCAL STREETS AND SHALL CONFORM FOR APPROVAL 10 DAYS PRIOR TO PAVING. TO THE PROVISIONS IN SECTION 39, "ASPHALT CONCRETE," OF THE STANDARD SPECIFICATIONS AND 10+00.00 # • !/ THESE SPECIAL PROVISIONS. HIGHBURY STREET STAMP A "C" ON THE TOP OF CURB OF MEDIAN OVER EACH CONDUIT LOCATION. PRIOR TO THE ADDITION OF ASPHALT BINDER, THE COMBINED MINERAL AGGREGATE FOR TYPE A 5. WITH THE EXCEPTION OF THOSE ON RETURNS, STREET SIGNS AND STREET LIGHTS (MODIFIED) OR TYPE B (MODIFIED) ASPHALT CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF 10+00.00 t SHALL BE INSTALLED AT THE EXTENSION OF THE NEAREST LOT LINE TO WHERE SECTION 39-2.02, "AGGREGATE," OF THE SPECIFICATIONS FOR 3/4" MAXIMUM, MEDIUM GRADING. THEY ARE SHOWN HEREIN. ASPHALT BINDER FOR TYPE A (MODIFIED) ASPHALT CONCRETE SHALL BE PG 64-10 VISCOSITY GRADED CORVEDALE STREET MAXIMUM SLOPE RATION FROM BACK OF SIDEWALK TO FACE OF WALL OF ASPHALT UNLESS OTHERWISE DIRECTED BY THE ENGINEER. ASPHALT BINDER FOR TYPE B MODIFIED • (MODIFIED) STRUCTURE SHALL BE 4:1; EXCEPT FOR TWO FEET BEHIND THE SIDEWALK WHERE THE MAXIMUM SLOPE SHALL BE 2X. ALTERNATIVELY, THE CITY ENGINEER MAY ASPHALT CONCRETE SHALL BE PG 64-10 VISCOSITY GRADED ASPHALT, UNLESS OTHERWISE DIRECTED t O A. 14+07.92 APPROVE CURBING BEHIND THE SIDEWALK OR OTHER METHOD TO PREVENTEROSION BY THE ENGINEER. THE ASPHALT BINDER SHALL CONFORM TO THE REQUIREMENTS IN THE TABLE FOR MING ONTO THE SIDEWALK. "STEAM -REFINED PAVING ASPHALTS," IN SECTION 92-1.02, "GRADES," OF THE STANDARD EBRINGTON SPECIFICATIONS. .: STANDARDOTE THE AMOUNT OF ASPHALT BINDER TO BE MIXED WITH THE MINERAL AGGREGATE SHALL BE DETERMINED BY STA. i TO a • !. THE CONTRACTOR IN ACCORDANCE WITH CALIFORNIA TEST METHOD 367 USING SAMPLES OF MATERIALS 1. ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS AND PROPOSED FOR USE IN THE WORK. THE AMOUNT OF ASPHALT BINDER SHALL BE APPROVED BY THE SPECIFICATIONS OF THE CITY OF BAKERSFIELD AND STATE OF CA., DEPT. OF ENGINEER. TRANSPORTATION STANDARD SPECIFICATIONS. AT LEAST 14 DAYS PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL SUBMIT THE FOLLOWING FOR THE 2. THE FOLLOWING CITY OF BAKERSFIELD STANDARDS SHALL BE CONSIDERED PART ENGINEER'S REVIEW AND APPROVAL: OF THESE PLANS: ST -1 STANDARD CURB AND GUTTER A. A LIST OF AGGREGATE AND ASPHALT SOURCES. ST -2 STANDARD MEDIAN CURBS TYPE "M" ST -3 STANDARD COMMERCIAL DRIVE APPROACH TYPE "A" B. DOCUMENTATION VERIFYING THAT THE AGGREGATES TO BE INCORPORATED IN THE WORK CONFORM ST -4 STANDARD COMMERCIAL DRIVE APPROACH TYPE "B' TO THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE," OF THE STANDARD ST -6 STANDARD PAVEMENT PATCHES ST -7 STANDARD CROSS GUTTERS SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MATERIAL SIEVE ANALYSIS AND SAND ST -9 STANDARD STREET SPECIFICATIONS EQUIVALENT TEST RESULTS SHOULD NOT BE OLDER THAN SIX (6) MONTHS. ALL OTHER TEST ST -13 STANDARD SURVEY MONUMENTS RESULTS SHOULD NOT BE OLDER THAN ONE (1) YEAR. ST -14 STANDARD STREET LIGHT MAST ARM TYPE ST -15 STANDARD SYMMETRICAL CUL-DE-SACS C. AN ASPHALT CONCRETE MIX DESIGN DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 367. ST -15B STANDARD OFFSET CUL-DE-SACS ST -16 STANDARD STREET KNUCKLES LABORATORY TEST RESULTS ON WHICH THE DESIGN IS BASED SHALL BE SUBMITTED WITH THE MIX ST -19 STANDARD HANDICAP RAMPS DESIGN ALONG WITH THE THEORETICAL MAXIMUM DENSITY OF THE DESIGN MIXTURE AS @IIIIIIIII D-14 STANDARD CATCH BASIN TYPE DETERMINED BY ASTM D2041. THE ASPHALT CONCRETE MIX SHALL MEET THE REQUIREMENTS D-16 STANDARD GUTTER DEPRESSIONS OF SECTION 39-2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL T-1 STANDARD STREEET SIGN POST STYLE 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 3. PAVEMENT: DEVELOPER SHALL BEAR ALL COSTS ASSOCIATED WITH THE ASPHALT CONCRETE MIX DESIGN. PAVING FOR HIGHGATE PARK BOULEVARD SHALL BE: 0.30' TYPE "A" ASPHALT CONCRETE OVER WHERE NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM TO EXISTING PAVED SURFACES, THE 0.55' AGGREGATE BASE OVER EXISTING PAVEMENT IS TO BE SAW CUT IN A NEAT STRAIGHT LINE, EITHER PARALLEL OR 0.65' ORIGINAL GROUND. O.G. TO BE COMPACTED TO 957 PERPENDICULAR TO THE CENTERLINE OF THE STREET, AND AT A MINIMUM DISTANCE OF ONE (1) FOOT RELATIVE DENSITY PER C.O.B. STD. ST -9. FROM THE EXISTING EDGE OF PAVEMENT. PAVING FOR RESIDENTIAL AND LOCAL STREETS SHALL BE: A PRIME COAT WILL NOT BE REQUIRED ON NON -PAVED AREAS TO BE SURFACED PRIOR TO THE PLACEMENT 0.20' TYPE "B" ASPHALT CONCRETE OVER OF ASPHALT CONCRETE. HOWEVER, ALL OTHER REQUIREMENTS OF SECTION 39-4.01, "SUBGRADE," OF THE 0.45' AGGREGATE BASE OVER STANDARD SPECIFICATIONS SHALL BE MET. 0.50' ORIGINAL GROUND. O.G. TO BE COMPACTED TO 95% THE AREA TO WHICH PAINT BINDER HAS BEEN APPLIED SHALL BE CLOSED TO PUBLIC TRAFFIC. CARE SHALL RELATIVE DENSITY PER C.Q.B. STD. ST -9. BE TAKEN TO AVOID TRACKING BINDER MATERIAL ONTO THE EXISTING PAVEMENT SURFACE BEYOND THE 4. INSTALL STANDARD SURVEY MONUMENT FRAME AND COVER PER CITY OF LIMITS OF CONSTRUCTION. BAKERSFIELD STD. DWG. ST -13. PAVING SEAMS SHALL BE LOCATED TO MATCH DESIGNED TRAFFIC LANE STRIPE LOCATIONS UNLESS O TO BE INSTALLED OTHERWISE PERMITTED BY THE ENGINEER. EXISTING 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 5. INSTALL TRAFFIC CONTROL SIGNS PLANS AND AS DIRECTED BY THE ENGINEER, AND HAND RAKED, IF NECESSARY, AND COMPACTED TO FORM INSTALL STANDARD STREET NAME SIGNS PER C.O.B. STD. T-1 SMOOTH, TAPERED CONNECTIONS. INSTALL METRO SIZE STREET NAME SIGNS PER C.O.B. STD. T-1 ' INSTALL STANDARD STREET LIGHTS, 5800 LUMEN H.P.S.V< ON 14' WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS 0.15 FOOT OR LESS, PAVING POST TOP PER DETAIL "6" ON SHT. 10 OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT, AT THE END OF EACH WORK SHIFT, THE INSTALL STREET LIGHTS, 9500 LUMEN H.P.S.V. PER DETAIL "fi" LENGTH OF PAVEMENT ALONG THE LONGITUDINAL DROP-OFF BETWEEN ADJACENT LANES IS NOT GREATER ON SHT. 10 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. STREET LIGHTS SHALL MATCH THOSE EXISTING IN THE VICINITY. 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 6. INSTALL TYPE "B" CURB AND GUTTER, PER C.O.B. STANDARD ST -1, ON ALL BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE STREETS UNLESS OTHERWISE NOTED. CONFORMS WHEN PAVING OPERATIONS RESUME. 7. INSTALL 5.0' DETACHED SIDEWALK ON ALL STREETS UNLESS OTHERWISE NOTED. THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL BE DETERMINED BY: 8. SEWER LATERAL LOCATIONS TO BE STAMPED ( S ) INTO THE CURB FACE OVER A. A PROPERLY CALIBRATED NUCLEAR ASPHALT TESTING DEVICE IN THE FIELD, OR EACH SEWER LATERAL. B. ASTM D1188 WHEN SLABS OR CORES ARE TAKEN FOR LABORATORY TESTING. ZINC STEARATE MAY 9. INSTALL ADDITIONAL # 3-1/2 PULL BOX FOR STREET LIGHTS AT P.G.& E. BE SUBSTITUTED WITH PARAFFIN. SERVICE POINT. ALL PULL BOXES TO BE INSTALLED ON A GRAVEL BED A C. IN CASE OF DISPUTE, METHOD B ABOVE SHALL BE USED. MINIMUM OF 6" THICK. IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED SURFACE 10. ALL MANHOLE AND LAMPHOLE FRAME AND COVERS SHALL BE SET 1/4- BELOW TOLERANCES, IT SHALL BE BROUGHT WITHIN TOLERANCE BY EITHER: PAVEMENT GRADE, A. ABRASIVE GRINDING WITH EQUIPMENT UTILIZING DIAMOND BLADES 11 UNDERGROUND SERVICE ALERT SHALL BE CONTACTED AT LEAST 2 WORKING DAYS PRIOR TO CONSTRUCTION. 1-800-227-2600. B. REMOVAL AND REPLACEMENT C. PLACEMENT OF AN ASPHALT CONCRETE OVERLAY 12. WARNING/REGULATORY SIGNS: SIGN PANELS SHALL BE MOUNTED ON POSTS WITH HAWKINS M2G SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR THE METHOD WILL BE SELECTED BY THE ENGINEER. EQUAL. ROADSIDE SIGNS INSTALLED PER STD. T-19 SHALL BE LOCATED WITHIN THE CORRECTIVE WORK SHALL BE AT THE CONTRACTORS EXPENSE. SIDEWALK 6" FROM BACK. IF ABRASIVE GRINDING IS USED TO BRING THE FINISHED SURFACE TO SPECIFIED SURFACE TOLERANCES. 13. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD ADDITIONAL GRINDING SHALL BE PERFORMED, AS NECESSARY, TO ENLARGE THE GRINDING AREA SO THAT THE PUBLIC WORKS DEPT. FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED LONGITUDINAL LIMITS OF GRINDING ARE AT A CONSTANT OFFSET FROM, AND ARE PARALLEL TO, THE NEAREST STREET RIGHT-OF-WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, LANE LINE OR PAVEMENT EDGE, AND THE TRANSVERSE LIMITS OF GRINDING ARE NORMAL TO THE SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PAVEMENT CENTERLINE. ALL GROUND AREAS SHALL BE NEAT RECTANGULAR AREAS OF UNIFORM SURFACE PERFORMED WITHIN THE RIGHT WAY AND INSURANCE SHALL BE POSTED APPEARANCE. ABRASIVE GRINDING SHALL CONFORM TO THE REQUIREMENTS IN THE FIRST PARAGRAPH AND PRIOR TO ISSUANCE OF THE PERMIT. 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. 14. AGGREGATE BASE: AGGREGATE BASE MATERIAL FOR ARTERIAL & COLLECTOR THE FOG SEAL COAT SHALL BE EITHER REJUVENATING AGENT OR ASPHALTIC EMULSION AS DIRECTED BY THE ROADWAYS SHALL BE CRUSHED AGGREGATE BASE (CAB) CONFORMING TO ENGINEER. SECTION 200-2.2 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS ARTERIAL AND COLLECTOR STREET BASE MATERIAL SHALL BE CRUSHED AGGREGATE BASE (CAB) CONSTRUCTION, LATEST EDITION ("GREENBOOK"). AGGREGATE BASE MATERIAL CONFORMING TO SECTION 200-2.2 OF THE GREEN BOOK BASE MATERIAL FOR LOCAL STREETS FOR LOCAL ROADWAYS SHALL BE EITHER CAB OR CRUSHED MISCELLANEOUS SHALL BE CAB OR FINE GRADATION CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO BASE (CMB) CONFORMING TO SECTION 200-2.4 OF THE STANDARD SECTION 200-2.4 OF THE GREENBOOK WHICH ALLOWS UP TO 5OX OF THE VOLUME TO BE SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION. RECLAIMED ASPHALT CONCRETE PORTLAND CEMENT CONCRETE, LEAN CONCRETE BASE, CEMENT TREATED BASE OR A COMBINATION OF THESE MATERIALS. OTHER RECYCLED BASES SHALL NOT BE ALLOWED. AGGREGATE BASE SHALL BE COMPACTED TO A MINIMUM OF 95% OF MAXIMUM DRY AGGREGATE BASE SHALL BE FURNISHED AND PLACED IN ACCORDANCE WITH DENSITY. THE CONTRACT PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION AND THESE DETAILED SPECIFICATIONS. AGGREGATE BASE PAVING CONTRACTOR SHALL GRADE THE PAVING AREAS TO THE FOLLOWING MODIFIED CALTRANS SHALL BE GRADED TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95% STANDARD SPECIFICATION SECTION 19-1.03 PER THE CITY OF BAKERSFIELD: OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D-1557. IMMEDIATELY PRIOR TO PLACING SUBSEQUENT LAYERS OF MATERIAL THEREON, THE GRADING 15. . THE CONTRACTOR SHALL FINE GRADE AND COMPACT SUBGRADE PREPARATION- PLANE SHALL CONFORM TO THE FOLLOWING: STREET SUBGRADE IN ACCORDANCE WITH THE CONTRACT PLANS, CITY A. WHEN ASPHALT CONCRETE OR ASPHALT CONCRETE BASE IS TO BE PLACE ON THE REQUIREMENTS AND STANDARD SPECIFICATIONS. SUBGRADE SHALL BE GRADED GRADING PLANE, THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95% OF THE MAXIMUM 0.04 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. DRY DENSITY IN ACCORDANCE WITH ASTM D-1557. B. WHEN THE SUBBASE OR BASE MATERIAL (OTHER THAN ASPHALT CONCRETE BASE) IS TO BE PLACE ON THE GRADING PLANE, THE GRADING PLANE AT ANY POINT SHALL 16. ANY TRENCHING TO BE CONDUCTED SHALL BE BACKFILLED & COMPACTED NOT VARY MORE THAN 0.04 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE PER CITY STANDARD DETAIL ST -22. ENGINEER. 17. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION WITHIN PUBLIC WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS MORE THAN 0.15 FOOT, PAVING RIGHT-OF-WAY, THE CITY CONSTRUCTION INSPECTION SHALL BE OVEN 24 OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT THE LAYER OF ASPHALT CONCRETE IS PLACED HOURS NOTICE. (661) 326-2049. 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 18. DUST CONTROL: CONTRACTOR MALL OBTAIN A COPY OF THE DUST CONTROL PLAN ADJACENT LANES SHALL NOT BE GREATER THAN 10 FEET. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED (DCP) FOR THIS PROJECT FROM THE DEVELOPER, AND SHALL KEEP A COPY ON SITE AT ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE AND ALONG THE LONGITUDINAL DROP-OFF BETWEEN ALL TIMES. FOR THE DURATION OF CONTRACTOR'S OCCUPANCY OF THE SITE, ADJACENT LANES. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM CONTRACTOR IS REQUIRED TO COMPLY WITH THE PROVISIONS OF SAID PLAN. 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 19 IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL CONFORMS WHEN PAVING OPERATIONS RESUME. POLLUTANT DISCHARGE ELIMINA11ON SYSTEM (NPDES), A "NOTICE OF INTENT" (N01) TO COMPLY WITH THE TERMS OF THE GENERAL PERMIT TO ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM 92 PERCENT OF THE MAXIMUM THEORETICAL DISCHARGE STORM WATER ASSOCIATED WITH CONSTRUCTION ACTIVITY DENSITY AS DETERMINED BY ASTM D-2041. IN-PLACE DENSITY SHALL BE DETERMINED IN ACCORDANCE (SWRCB ORDER NO. 2009-009-DWQ AS AMENDED BY ORDER WITH CALIFORNIA TEST 375. 2010-0014-DWQ AD ORDER 2012-0006-DWQ) MUST BE FILED WITH STATE WATER RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE THE IF THE IN-PLACE DENSITY OF ANY LOT OF ASPHALT CONCRETE IS LESS THAN 92 PERCENT OR GREATER BEGINNING OF ANY CONSTRUCTION ACTIVITY. COMPLIANCE WITH THE THAN 94 PERCENT OF THE MAXIMUM THEORETICAL DENSITY, THE CONTRACTOR WDLL BE ADVISED THAT THE GENERAL PERMIT REQUIRES THAT A STORM WATER POLLUTION PREVENTION REQUIRED RELATIVE COMPACTION IS NOT BEING ATTAINED AND THAT THE MATERIALS OR PROCEDURES OR PLAN (SWtPPP) BE PREPARED, CONTINUOUSLY CARRIED OUT, AND ALWAYS BOTH, IF NEEDED, NEED ADJUSTMENT. ASPHALT CONCRETE SPREADING BE AVAILABLE FOR PUBLIC INSPECTION DURING NORMAL CONSTRUCTION OPERATIONS SHALL NOT CONTINUE UNTIL THE CONTRACTOR HAS NOTIFIED THE CITY ENGINEER OF THE HOURS, WASTE DISCHARGE IDENTIFICATION (WDID) NUMBER 5F15C377505 ADJUSTMENT THAT WILL BE MADE IN ORDER TO MEET THE REQUIRED COMPACTION. IF ANY SUCCESSIVE HAS BEEN ISSUED BY THE STATE WATER RESOURCES BOARD FOR THIS TEST AFTER NOTICE IS GIVEN DOES NOT MEET THE SPECIFIED RANGE, THE ASPHALT CONCRETE PROJECT. REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT MEETS THE IN-PLACE DENSITY REQUIREMENTS. 20. LUMINAIRES SHALL BE SOLID STATE LIGHT EMITTING DIODE WITH TWIST LOCK PHOTOCELL (ORIENTED NORTH) AND SHALL CONFORM TO THE LATEST IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE RELATIVE COMPACTION IS REQUIREMENTS OF THE CURRENT CITY OF BAKERSFIELD LED STREET LIGHT EITHER LESS THAN 90% OR MORE THAN 96X THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SPECIFICATIONS. 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. 21. ANY WORK CONNECTION TO EXIS11NG PUBLIC FACILITIES FROM PRIVATE PROPERTY WILL REQUIRE AN ENGINEER'S ESTIMATE FOR THE WORK IN THE THE CONTRACTOR SHOULD BE AWARE OF EXISTING SEWER AND STORM DRAIN MANHOLES WITHIN THE EXISTING PUBLIC RIGHT-OF-WAY TO ESTABLISH THE NECESSARY DEPOSIT ROADWAY. FOR A STREET PERMIT. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/SUBDIVIDER/CONTRACTOR. THE NUMBER 22. INSTALL BLUE MARKERS AT CENTERLINE FOR FIRE HYDRANT LOCATIONS. & LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. 95% COMPACTION AT LEAST 1' UNDER AND ON EACH SIDE OF CROSS GUTTERS & COMMERCIAL DRIVE APPROACHES. 23. ANY ITEMS IN THE PUBLIC RIGHT-OF-WAY THAT ARE DAMAGED OR DO NOT MEET CURRENT STANDARDS SET BY PUBLIC WORKS WILL REQUIRE MEDIAN HARDSCAPE IMPROVEMENTS SHOWN HEREIN ARE FOR INFORMATIONAL PURPOSES ONLY. ACTUAL LAYOUT, REPAIRING AND/OR UPGRADING AS PER THE CITY ENGINEER. COLOR, AND TEXTURED PATTERN SHALL BE APPROVED ON THE LANDSCAPE PLANS BY THE RECREATION & PARKS DEPARTMENT. FOR VESTIN I G TENT, m - UNIT 3 tN07 A PART) KEY MAP SCALE: 1" = 200' O2 DENOTES SHEET NUMBER 1e �a 17 17 to 20 19 21 22 b ® 22 NOTES: ♦ ARE O: BE CONSTRUCTED SIMULTANEOUSLY UNITS 3 THROUGH O i ARE O A PART r PLANS AND SHALL BE SUBMITTED SEPARATELY. SOUTHERN CALIFORNIA GAIS NOTES: ANY UNDERGROUND STRUCTURE UNDISTURBED SOIL) HORIZONTAL SEPARATION AND 18 IN. OF VERTICAL SEPARATION FROM THE ' •# * ! �i • ! Igo i . r ■ t r i t i ! ► tls PER TRACT CONDITIONS O APPROVAL. is .y LEGEbID-a AIMEVIA105 FL FLOWLINE POVC POINT • CURVE CENTERLINECL • VC BEGIN VERTICAL CURVE ELEV ELEVATION EVC !.. VER11CAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSEC11ON ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE EC END CURVE TIC TOP OF CURB PIVC POINT OF INTERSEC11ON TP TOP OF PAVEMENT OF i ' P.O.C. , . O: PA PROPERTY w` r b 'w RMT -OF -WAY D} OF PAVEMENTPOINT « • •: AND GUTTER r .A.F.L. PARKING AREA FLOW LINE lJ /^\FURNISH MONUMENT • STREET@ EXIS11NG SURVEY MONUMENT + FURNISH & INSTALL •C.O.B. + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. SM. T-1. w ;0, LUMEN • STANDARD OR APPROVED } e STREETED FURNISH & INSTALL ' if LUMEN PER C.O.B. STD. EASTING STREET • • SEPARATE APPROVED s••O\ STREET PLANS, CONSTRUCT 18! BOTTOM WIDTH DRIVEWAY PER # / OTHERWISE NOTED) •FURNISH & INSTALL TRAFFIC GN PER C.O.B. • STOP END SCHOOL ff NOT O PARKING NO OUTLET ..ARROW SINGLE "W3-3" - SIGNAL AHEAD "WI -1" - CURVE ARROW NOTE: 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION RIGHT-OF-WAY, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE TELEPHONE 326-3049. NO CITY INSPECTIONS WILL BE 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 r• i a 3. ALL MATERIALS SUPPLIED FOR THIS PROJECT WILL REQUIRE A CER11FICATE OF COMPLIANCE STATING THAT THE REQUIREMENTS & I STANDARDS SET FORTH BYTHE CITY OF BAKERSFIELD BEEN MET. Ulm THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDUE AND BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS AND DESIGN CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION. APPROVED rr% i ROGER ir McINTOSH R.C.E. EXP. 6-30-18 IN ACCORDANCE WITH THE CONDITIONS OF THE VESTING TENTATIVE MAP, THE IMPROVEMENT PLANS HAVE BEEN REVIEWED BY THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT. ALL IMPROVEMENTS INDICATED AS "PRIVATE" HEREIN ARE PRIVATE AND ARE TO BE PRIVATELY MAINTAINED. APPROVED r O% i " .D r PUBLIC Or DIRECTOR R.C.E.61069 REVIEWED BY♦ 0 jo" (CONT.) -o -- Q STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS P STORM DRAIN MANHOLE - REVIEWED BY: ! -7 REFER TO SEWER & STOIC! DRAIN PLANS TRAFFIC ENGINEER CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER C.O.B. STD. D-14 WITHOUT WINGS, UNLESS NOTED OTHERWISE. BATS OF BEARPIGS: S SEWER - REFER TO SEWER & STORM DRAIN PLANS SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. THE BEARING OF N 01 °02'20" E SHOWN FOR THE EAST LINE SECTION 10, T. 30 S., R. 26 E. AS SHOWN ON SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. RECORD OF SURVEY, BOOK 25, PAGE 49 WAS USED AS THE BASIS OF BEARING SHOWN HEREON. ® TRACT BOUNDARY UNIT BOUNDARY BENCHMARK USED: PARKING AREA - SEE CONSTRUCTION NOTE 6. TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE INTERSECTION OF MING AVENUE AND ALLEN RD., ALSO BEING THE NORTHWEST CORNER OF SECTION 12, T.30S., R.26E., 1 CURVE NUMBER FOR CURVE DESCRIPTION ELEV = 367.96' (NAND 88 DATUM) ITEM OF K - SEE SCHEDULE 1 FACE OF CURB STATION - SEE TABLE NOTE'. PROJECT AREA: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT UNIT 1 -- 10.93 ACRES PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. UNIT 2 -- 13.1 7 ACRES ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. TOTAL = 24.00 ACRES Know what's below, SECTIM DE2GNATION: beforeual I you dig. S � - 2 1. 1-7300 PH 1 & 2 WHERE SEC IS SHOWN 31 MAP NO SCALE INDEXVICINITY r • 1. 11TE SHEET 2. HIGHGATE PARK BOULEVARD CONCRETESUBGRADE PARKING HIGHGATE3. HEATH AVENUE 10+00.00 # • !/ 4. HIGHBURY STREET A 10+00.00 7 STA. 16+40.03 5. i Y WAY 10+00.00 t PROJECT i WAY 10+00.00 6. CORVEDALE STREET 10+00.00 j t WALDEMAR WAY MONUMENTSTREET t O A. 14+07.92 7. DELAMERE STREET . MING AVE • EBRINGTON r .: HARBOROUGHDRIVE LOCAL STREET rk LENGTH (PRIVATE) STA. i TO a • !. STREET SECTIONS/ DETAILS LIST OF MATERIALS. @IIIIIIIII FOR VESTIN I G TENT, m - UNIT 3 tN07 A PART) KEY MAP SCALE: 1" = 200' O2 DENOTES SHEET NUMBER 1e �a 17 17 to 20 19 21 22 b ® 22 NOTES: ♦ ARE O: BE CONSTRUCTED SIMULTANEOUSLY UNITS 3 THROUGH O i ARE O A PART r PLANS AND SHALL BE SUBMITTED SEPARATELY. SOUTHERN CALIFORNIA GAIS NOTES: ANY UNDERGROUND STRUCTURE UNDISTURBED SOIL) HORIZONTAL SEPARATION AND 18 IN. OF VERTICAL SEPARATION FROM THE ' •# * ! �i • ! Igo i . r ■ t r i t i ! ► tls PER TRACT CONDITIONS O APPROVAL. is .y LEGEbID-a AIMEVIA105 FL FLOWLINE POVC POINT • CURVE CENTERLINECL • VC BEGIN VERTICAL CURVE ELEV ELEVATION EVC !.. VER11CAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSEC11ON ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE EC END CURVE TIC TOP OF CURB PIVC POINT OF INTERSEC11ON TP TOP OF PAVEMENT OF i ' P.O.C. , . O: PA PROPERTY w` r b 'w RMT -OF -WAY D} OF PAVEMENTPOINT « • •: AND GUTTER r .A.F.L. PARKING AREA FLOW LINE lJ /^\FURNISH MONUMENT • STREET@ EXIS11NG SURVEY MONUMENT + FURNISH & INSTALL •C.O.B. + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. SM. T-1. w ;0, LUMEN • STANDARD OR APPROVED } e STREETED FURNISH & INSTALL ' if LUMEN PER C.O.B. STD. EASTING STREET • • SEPARATE APPROVED s••O\ STREET PLANS, CONSTRUCT 18! BOTTOM WIDTH DRIVEWAY PER # / OTHERWISE NOTED) •FURNISH & INSTALL TRAFFIC GN PER C.O.B. • STOP END SCHOOL ff NOT O PARKING NO OUTLET ..ARROW SINGLE "W3-3" - SIGNAL AHEAD "WI -1" - CURVE ARROW NOTE: 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION RIGHT-OF-WAY, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE TELEPHONE 326-3049. NO CITY INSPECTIONS WILL BE 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 r• i a 3. ALL MATERIALS SUPPLIED FOR THIS PROJECT WILL REQUIRE A CER11FICATE OF COMPLIANCE STATING THAT THE REQUIREMENTS & I STANDARDS SET FORTH BYTHE CITY OF BAKERSFIELD BEEN MET. Ulm THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDUE AND BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS AND DESIGN CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION. APPROVED rr% i ROGER ir McINTOSH R.C.E. EXP. 6-30-18 IN ACCORDANCE WITH THE CONDITIONS OF THE VESTING TENTATIVE MAP, THE IMPROVEMENT PLANS HAVE BEEN REVIEWED BY THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT. ALL IMPROVEMENTS INDICATED AS "PRIVATE" HEREIN ARE PRIVATE AND ARE TO BE PRIVATELY MAINTAINED. APPROVED r O% i " .D r PUBLIC Or DIRECTOR R.C.E.61069 REVIEWED BY♦ 0 jo" (CONT.) -o -- Q STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS P STORM DRAIN MANHOLE - REVIEWED BY: ! -7 REFER TO SEWER & STOIC! DRAIN PLANS TRAFFIC ENGINEER CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER C.O.B. STD. D-14 WITHOUT WINGS, UNLESS NOTED OTHERWISE. BATS OF BEARPIGS: S SEWER - REFER TO SEWER & STORM DRAIN PLANS SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. THE BEARING OF N 01 °02'20" E SHOWN FOR THE EAST LINE SECTION 10, T. 30 S., R. 26 E. AS SHOWN ON SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. RECORD OF SURVEY, BOOK 25, PAGE 49 WAS USED AS THE BASIS OF BEARING SHOWN HEREON. ® TRACT BOUNDARY UNIT BOUNDARY BENCHMARK USED: PARKING AREA - SEE CONSTRUCTION NOTE 6. TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE INTERSECTION OF MING AVENUE AND ALLEN RD., ALSO BEING THE NORTHWEST CORNER OF SECTION 12, T.30S., R.26E., 1 CURVE NUMBER FOR CURVE DESCRIPTION ELEV = 367.96' (NAND 88 DATUM) ITEM OF K - SEE SCHEDULE 1 FACE OF CURB STATION - SEE TABLE NOTE'. PROJECT AREA: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT UNIT 1 -- 10.93 ACRES PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. UNIT 2 -- 13.1 7 ACRES ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. TOTAL = 24.00 ACRES Know what's below, SECTIM DE2GNATION: beforeual I you dig. S � - 2 1. 1-7300 PH 1 & 2 WHERE SEC IS SHOWN 31 MAP NO SCALE INDEXVICINITY r CL. 11 1. BASE 1. 11TE SHEET 2. HIGHGATE PARK BOULEVARD CONCRETESUBGRADE PARKING HIGHGATE3. HEATH AVENUE 10+00.00 # • !/ 4. HIGHBURY STREET A 10+00.00 7 STA. 16+40.03 5. i Y WAY 10+00.00 t i WAY 10+00.00 6. CORVEDALE STREET 10+00.00 j t WALDEMAR WAY MONUMENTSTREET t O A. 14+07.92 7. DELAMERE STREET . 19+99.52 TO • EBRINGTON • t• .: HARBOROUGHDRIVE LOCAL STREET rk LENGTH (PRIVATE) STA. i TO a • !. STREET SECTIONS/ DETAILS LIST OF MATERIALS. FOR VESTIN I G TENT, m - UNIT 3 tN07 A PART) KEY MAP SCALE: 1" = 200' O2 DENOTES SHEET NUMBER 1e �a 17 17 to 20 19 21 22 b ® 22 NOTES: ♦ ARE O: BE CONSTRUCTED SIMULTANEOUSLY UNITS 3 THROUGH O i ARE O A PART r PLANS AND SHALL BE SUBMITTED SEPARATELY. SOUTHERN CALIFORNIA GAIS NOTES: ANY UNDERGROUND STRUCTURE UNDISTURBED SOIL) HORIZONTAL SEPARATION AND 18 IN. OF VERTICAL SEPARATION FROM THE ' •# * ! �i • ! Igo i . r ■ t r i t i ! ► tls PER TRACT CONDITIONS O APPROVAL. is .y LEGEbID-a AIMEVIA105 FL FLOWLINE POVC POINT • CURVE CENTERLINECL • VC BEGIN VERTICAL CURVE ELEV ELEVATION EVC !.. VER11CAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSEC11ON ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE EC END CURVE TIC TOP OF CURB PIVC POINT OF INTERSEC11ON TP TOP OF PAVEMENT OF i ' P.O.C. , . O: PA PROPERTY w` r b 'w RMT -OF -WAY D} OF PAVEMENTPOINT « • •: AND GUTTER r .A.F.L. PARKING AREA FLOW LINE lJ /^\FURNISH MONUMENT • STREET@ EXIS11NG SURVEY MONUMENT + FURNISH & INSTALL •C.O.B. + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. SM. T-1. w ;0, LUMEN • STANDARD OR APPROVED } e STREETED FURNISH & INSTALL ' if LUMEN PER C.O.B. STD. EASTING STREET • • SEPARATE APPROVED s••O\ STREET PLANS, CONSTRUCT 18! BOTTOM WIDTH DRIVEWAY PER # / OTHERWISE NOTED) •FURNISH & INSTALL TRAFFIC GN PER C.O.B. • STOP END SCHOOL ff NOT O PARKING NO OUTLET ..ARROW SINGLE "W3-3" - SIGNAL AHEAD "WI -1" - CURVE ARROW NOTE: 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION RIGHT-OF-WAY, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE TELEPHONE 326-3049. NO CITY INSPECTIONS WILL BE 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 r• i a 3. ALL MATERIALS SUPPLIED FOR THIS PROJECT WILL REQUIRE A CER11FICATE OF COMPLIANCE STATING THAT THE REQUIREMENTS & I STANDARDS SET FORTH BYTHE CITY OF BAKERSFIELD BEEN MET. Ulm THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDUE AND BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS AND DESIGN CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION. APPROVED rr% i ROGER ir McINTOSH R.C.E. EXP. 6-30-18 IN ACCORDANCE WITH THE CONDITIONS OF THE VESTING TENTATIVE MAP, THE IMPROVEMENT PLANS HAVE BEEN REVIEWED BY THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT. ALL IMPROVEMENTS INDICATED AS "PRIVATE" HEREIN ARE PRIVATE AND ARE TO BE PRIVATELY MAINTAINED. APPROVED r O% i " .D r PUBLIC Or DIRECTOR R.C.E.61069 REVIEWED BY♦ 0 jo" (CONT.) -o -- Q STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS P STORM DRAIN MANHOLE - REVIEWED BY: ! -7 REFER TO SEWER & STOIC! DRAIN PLANS TRAFFIC ENGINEER CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER C.O.B. STD. D-14 WITHOUT WINGS, UNLESS NOTED OTHERWISE. BATS OF BEARPIGS: S SEWER - REFER TO SEWER & STORM DRAIN PLANS SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. THE BEARING OF N 01 °02'20" E SHOWN FOR THE EAST LINE SECTION 10, T. 30 S., R. 26 E. AS SHOWN ON SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. RECORD OF SURVEY, BOOK 25, PAGE 49 WAS USED AS THE BASIS OF BEARING SHOWN HEREON. ® TRACT BOUNDARY UNIT BOUNDARY BENCHMARK USED: PARKING AREA - SEE CONSTRUCTION NOTE 6. TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE INTERSECTION OF MING AVENUE AND ALLEN RD., ALSO BEING THE NORTHWEST CORNER OF SECTION 12, T.30S., R.26E., 1 CURVE NUMBER FOR CURVE DESCRIPTION ELEV = 367.96' (NAND 88 DATUM) ITEM OF K - SEE SCHEDULE 1 FACE OF CURB STATION - SEE TABLE NOTE'. PROJECT AREA: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT UNIT 1 -- 10.93 ACRES PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. UNIT 2 -- 13.1 7 ACRES ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. TOTAL = 24.00 ACRES Know what's below, SECTIM DE2GNATION: beforeual I you dig. S � - 2 1. 1-7300 PH 1 & 2 WHERE SEC IS SHOWN 31 PAVING y , r CL. 11 1. BASE + PREPARATION CONCRETESUBGRADE PARKING CONCRETE PARKING SUBGRADE „.yj • *• t GUTTER' t HANDICAP RAMPS t : " NAME SIGNS !STANDARD LIGHTS MONUMENTSTREET +* :10" MEDIAN • 6" MEDIAN CURB COLLECTOR STREET q LENGTH (PUBLIC) LOCAL STREET rk LENGTH (PRIVATE) FOR VESTIN I G TENT, m - UNIT 3 tN07 A PART) KEY MAP SCALE: 1" = 200' O2 DENOTES SHEET NUMBER 1e �a 17 17 to 20 19 21 22 b ® 22 NOTES: ♦ ARE O: BE CONSTRUCTED SIMULTANEOUSLY UNITS 3 THROUGH O i ARE O A PART r PLANS AND SHALL BE SUBMITTED SEPARATELY. SOUTHERN CALIFORNIA GAIS NOTES: ANY UNDERGROUND STRUCTURE UNDISTURBED SOIL) HORIZONTAL SEPARATION AND 18 IN. OF VERTICAL SEPARATION FROM THE ' •# * ! �i • ! Igo i . r ■ t r i t i ! ► tls PER TRACT CONDITIONS O APPROVAL. is .y LEGEbID-a AIMEVIA105 FL FLOWLINE POVC POINT • CURVE CENTERLINECL • VC BEGIN VERTICAL CURVE ELEV ELEVATION EVC !.. VER11CAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSEC11ON ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE EC END CURVE TIC TOP OF CURB PIVC POINT OF INTERSEC11ON TP TOP OF PAVEMENT OF i ' P.O.C. , . O: PA PROPERTY w` r b 'w RMT -OF -WAY D} OF PAVEMENTPOINT « • •: AND GUTTER r .A.F.L. PARKING AREA FLOW LINE lJ /^\FURNISH MONUMENT • STREET@ EXIS11NG SURVEY MONUMENT + FURNISH & INSTALL •C.O.B. + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. SM. T-1. w ;0, LUMEN • STANDARD OR APPROVED } e STREETED FURNISH & INSTALL ' if LUMEN PER C.O.B. STD. EASTING STREET • • SEPARATE APPROVED s••O\ STREET PLANS, CONSTRUCT 18! BOTTOM WIDTH DRIVEWAY PER # / OTHERWISE NOTED) •FURNISH & INSTALL TRAFFIC GN PER C.O.B. • STOP END SCHOOL ff NOT O PARKING NO OUTLET ..ARROW SINGLE "W3-3" - SIGNAL AHEAD "WI -1" - CURVE ARROW NOTE: 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION RIGHT-OF-WAY, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE TELEPHONE 326-3049. NO CITY INSPECTIONS WILL BE 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 r• i a 3. ALL MATERIALS SUPPLIED FOR THIS PROJECT WILL REQUIRE A CER11FICATE OF COMPLIANCE STATING THAT THE REQUIREMENTS & I STANDARDS SET FORTH BYTHE CITY OF BAKERSFIELD BEEN MET. Ulm THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDUE AND BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS AND DESIGN CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION. APPROVED rr% i ROGER ir McINTOSH R.C.E. EXP. 6-30-18 IN ACCORDANCE WITH THE CONDITIONS OF THE VESTING TENTATIVE MAP, THE IMPROVEMENT PLANS HAVE BEEN REVIEWED BY THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT. ALL IMPROVEMENTS INDICATED AS "PRIVATE" HEREIN ARE PRIVATE AND ARE TO BE PRIVATELY MAINTAINED. APPROVED r O% i " .D r PUBLIC Or DIRECTOR R.C.E.61069 REVIEWED BY♦ 0 jo" (CONT.) -o -- Q STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS P STORM DRAIN MANHOLE - REVIEWED BY: ! -7 REFER TO SEWER & STOIC! DRAIN PLANS TRAFFIC ENGINEER CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER C.O.B. STD. D-14 WITHOUT WINGS, UNLESS NOTED OTHERWISE. BATS OF BEARPIGS: S SEWER - REFER TO SEWER & STORM DRAIN PLANS SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. THE BEARING OF N 01 °02'20" E SHOWN FOR THE EAST LINE SECTION 10, T. 30 S., R. 26 E. AS SHOWN ON SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. RECORD OF SURVEY, BOOK 25, PAGE 49 WAS USED AS THE BASIS OF BEARING SHOWN HEREON. ® TRACT BOUNDARY UNIT BOUNDARY BENCHMARK USED: PARKING AREA - SEE CONSTRUCTION NOTE 6. TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE INTERSECTION OF MING AVENUE AND ALLEN RD., ALSO BEING THE NORTHWEST CORNER OF SECTION 12, T.30S., R.26E., 1 CURVE NUMBER FOR CURVE DESCRIPTION ELEV = 367.96' (NAND 88 DATUM) ITEM OF K - SEE SCHEDULE 1 FACE OF CURB STATION - SEE TABLE NOTE'. PROJECT AREA: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT UNIT 1 -- 10.93 ACRES PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. UNIT 2 -- 13.1 7 ACRES ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. TOTAL = 24.00 ACRES Know what's below, SECTIM DE2GNATION: beforeual I you dig. S � - 2 1. 1-7300 PH 1 & 2 WHERE SEC IS SHOWN 31 @IIIIIIIII t F URE DEVE%PEMENT i I m \ m. A'10) FUTURE N LO I `" ------------- "' _24+_00L. -------------------------- �- MAN 14 N01.02'21"E 18 0 _12 FUTURE / R/W 364 362 360 358 356 354 352 350 (STA. t C.L. TO 33+28.14 40' HORIZONTAL E. UNE OF THE N.E. _ 1/4 SECTION 10, 30/26 r win 364 362 360 358 356 354 352 350 24+00 25+00 26+00 27+00 8+0 2+00 0+00 (STA. 24+53.85 C.L. TO STA. 33+28.14 C.L.) SCALE: 1 40' HORIZONTAL 1" = 4' VERTICAL 364 362 360 358 356 354 352 350 won 4i� j 30+00 31+00 war r �IE� + 'iii! SCALE: 1" = 40' HORIZONTAL LEGEND (CONT.): CONSTRUCTION NOTES: it) = 4' VER11CAL M jv LW a. BEGIN MEDIAN 0 CURVE NUMBER FOR CURVE DESCRIPTION n1 CONSTRUCT TYPE • w CURB & GUTTER PER C.O.B. SID ST -1 �Z ITEM OF O- r BEGIN MEDIAN DETACHED STANDARD rC.O.B. SID FACE OF CURB STATION - SEE TABLE -_ - - INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. B.C. :cN • , i, REVISED ti r.. • r a • PER CONSTRUCTHANDICAP CALTRANS NOTE: Q STANDARD PLAN R.S.P. A88A-CASE A OR F - DETAIL V ON SHEET 10. SEE CALTRANS TRAFFIC MANUAL FOR DETAILS.PERMANENT SM�. 354.25' I BEGIN MEDIAN AND 6* REVEAL PER DETAIL "1" ON SHEET 10. PER STANDARD SPECIFICATION PTH-02ALKYD. 354.26' PARKING AREA 6" THICK CONCRETE- SEE DETAIL W ON SHEET 10. AH TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. STA. 25+56.46, 6.5ORT INSTALL W31(CA) SIGN WITH i BOUNDARY 9CI19H TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED AT THE SAME TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. fir SECTM LETER 1 L_ CONSTRUCT TYPICAL STREET CORNER - SEE DETAIL *2" ON SHEET 10. - - - - - CONSTRUCT Er ON Ei 2 CONSTRUCT TYPE V MEDIAN CURB WITH 10" REVEAL PER C.O.B. SID. ST -2. %W WME SECTM IS SHO�VN CONSTRUCT 10' WIDE MEANDERING MULTI-PURPOSE TRAIL PER C.O.B. SIDEWALX NOES: SPON SM. CONSTRUCT 5' WIDE MEANDERING SIDEWALK PER C.O.B. SIDEWALK 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN K2) PLANS AND DETAILS. 13 r .i / BY OTHERS. EXISTING OVERHEAD POWERPOLE , RELOCATED Z LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE *8" A.C. VALVES,EQUIPMENT ASSOCIATED .. i EXISTING IRRIGATION OVER i :` i ` ` i i COMPACTED O.G.f TO • REMOVED OTHERS. BE COMPACTED , 95%RELATIVE r • C.O.B. .. PAVEMENT i i i r i HIGHGATE PARK BOULEVARD - PAVEMENT TO BE 0.30' TYPE "A" k OVER 0.55! AGGREGATE BASE OVER 0.65' COMPACTED O.G. TO EXISTING PIPELINE MARKER TO BE REMOVED. BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. SID. ST -9. PAINT 12* LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS BASINS3. 4. ALL CATCH , BE • WITH OPENINGS STANDARD SPECIFICATIONS PTH-02ALXYD C.O.B. SM. D-14, UNLESS NOTED OTHERWISE. EXISTING 2e SO. CAL GAS PIPELINE TO BE PROTECTED IN PLACE. CROSSPER 5. ALL itES SHOWNi• REFERENCE ONLY. SEE SOUTHERN CALIFORNIAi. NOTESON CONTRACTOR TO VERIFY ALL CROSS SLOPES ARE WITHIN FUTURE SIDEWALK TO BE APPROVED AND CONSTRUCTED WITH FUTURE CITY STANDARDS. TO M in IIIII L4 o Fm - > {00 z M �, ;� W a W EXISTING O UND i w a `n cv r1i "'• o o PR FLOWUNE EXISTING 3ROUND 0r� EXISTING PR GROUND OSED FLO 0 . , NE S N a � - - • ` - _ _ _ _ _ __ _ - - - - - - - -- _ _ _ _ _ _ - - - _ _ - - - - - - _ _ - - - _ _ M F- eta PR NE �n sN 44- + .0% _ _ -- _ - _ EXIST G. - - __ -- J W ao J W w N C14 c U4 clw- 0.407 FLOWL L•- 7.36' L=46.$9' 74v EXIS NG U W. W06 W W U S 0.407 5=0.507 S---0.52% ®... --OPO 5=0.69 FLOW NE SED WEST FLOWLINE L=47.12' _PROPOSED ,,,.. �.....� „�,. u, S=0.50 S=--0.51% S=0.677 EAST FUTURE WEST FLOWLINE `f4 �Q a 7FUTLRE EAST FL C14 WUNE � 04 :8!z uj 14 N p :V xi I ___ ____ i<c'° w1 t4 win 364 362 360 358 356 354 352 350 24+00 25+00 26+00 27+00 8+0 2+00 0+00 (STA. 24+53.85 C.L. TO STA. 33+28.14 C.L.) SCALE: 1 40' HORIZONTAL 1" = 4' VERTICAL 364 362 360 358 356 354 352 350 won Mim 24+00 25+00 LEGEND: ABBREVIAIMS FL FLOWUNE POVC POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BOR BEGIN CURB RETURN PI POINT OF INTERSECTION EOR END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE EC END CURVE TC TOP OF CURB PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE P.O.C. POINT ON CURVE FC FINISHED CONCRETE PA PROPERTY LINE R/W RIGHT-OF-WAY E.P. EDGE OF PAVEMENT A.P. ANGLE POINT F.O.C. FACE OF CURB C/G CURB AND GUTTER P.A.F.L. PARKING AREA FLOW LINE Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. @o EXISTING SURVEY MONUMENT + FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. -�" FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STANDARD OR APPROVED EQUAL. (SEE DETAIL "6" ON SHEET 10) -- FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. STD. ST -14. - 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) 26+00 27+00 LEGEND (CONT.): R1-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: -�-- "R1-1" - STS' "R6-1" -ONE WAY "55-2" - END SCHOOL ZONE "W31(CA)" - END "R5-1" - DO NOT ENTER "W14-1" - DEAD END "1?26(CA)" - NO PARKING "W14-2" - NO OUTLET "R3 -5R - RIGHT TURN ONLY *WI -7" - DOUBLE ARROW "R4-7" - KEEP RIGHT 'WI " "R81(CA)" - BIKE LANE -6 - SINGLE ARROW "W3-3" - SIGNAL AHEAD "W14' - CURVE ARROW - - D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS 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. ® CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER C.O.B. STD. D-14 WITHOUT WINGS, UNLESS NOTED OTHERWISE. S SEWER - REFER TO SEWER & STORM DRAIN PLANS SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. s ® e e ® TRACT BOUNDARY UNIT BOUNDARY /_Z PARKING AREA - SES CONSTRUCTION NOTE 6. 0 29+00 4i� j 30+00 31+00 war r �IE� + 'iii! SCALE: 1" = 40' HORIZONTAL LEGEND (CONT.): CONSTRUCTION NOTES: it) = 4' VER11CAL M jv LW a. BEGIN MEDIAN 0 CURVE NUMBER FOR CURVE DESCRIPTION n1 CONSTRUCT TYPE • w CURB & GUTTER PER C.O.B. SID ST -1 �Z ITEM OF O- r BEGIN MEDIAN DETACHED STANDARD rC.O.B. SID FACE OF CURB STATION - SEE TABLE -_ - - INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. B.C. :cN • , i, REVISED ti r.. • r a • PER CONSTRUCTHANDICAP CALTRANS NOTE: Q STANDARD PLAN R.S.P. A88A-CASE A OR F - DETAIL V ON SHEET 10. SEE CALTRANS TRAFFIC MANUAL FOR DETAILS.PERMANENT SM�. 354.25' I BEGIN MEDIAN AND 6* REVEAL PER DETAIL "1" ON SHEET 10. PER STANDARD SPECIFICATION PTH-02ALKYD. 354.26' PARKING AREA 6" THICK CONCRETE- SEE DETAIL W ON SHEET 10. AH TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. STA. 25+56.46, 6.5ORT INSTALL W31(CA) SIGN WITH i BOUNDARY 9CI19H TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED AT THE SAME TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. fir SECTM LETER 1 L_ CONSTRUCT TYPICAL STREET CORNER - SEE DETAIL *2" ON SHEET 10. - - - - - CONSTRUCT Er ON Ei 2 CONSTRUCT TYPE V MEDIAN CURB WITH 10" REVEAL PER C.O.B. SID. ST -2. %W WME SECTM IS SHO�VN CONSTRUCT 10' WIDE MEANDERING MULTI-PURPOSE TRAIL PER C.O.B. SIDEWALX NOES: SPON SM. CONSTRUCT 5' WIDE MEANDERING SIDEWALK PER C.O.B. SIDEWALK 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN K2) PLANS AND DETAILS. 13 r .i / BY OTHERS. EXISTING OVERHEAD POWERPOLE , RELOCATED Z LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE *8" A.C. VALVES,EQUIPMENT ASSOCIATED .. i EXISTING IRRIGATION OVER i :` i ` ` i i COMPACTED O.G.f TO • REMOVED OTHERS. BE COMPACTED , 95%RELATIVE r • C.O.B. .. PAVEMENT i i i r i HIGHGATE PARK BOULEVARD - PAVEMENT TO BE 0.30' TYPE "A" k OVER 0.55! AGGREGATE BASE OVER 0.65' COMPACTED O.G. TO EXISTING PIPELINE MARKER TO BE REMOVED. BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. SID. ST -9. PAINT 12* LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS BASINS3. 4. ALL CATCH , BE • WITH OPENINGS STANDARD SPECIFICATIONS PTH-02ALXYD C.O.B. SM. D-14, UNLESS NOTED OTHERWISE. EXISTING 2e SO. CAL GAS PIPELINE TO BE PROTECTED IN PLACE. CROSSPER 5. ALL itES SHOWNi• REFERENCE ONLY. SEE SOUTHERN CALIFORNIAi. NOTESON CONTRACTOR TO VERIFY ALL CROSS SLOPES ARE WITHIN FUTURE SIDEWALK TO BE APPROVED AND CONSTRUCTED WITH FUTURE CITY STANDARDS. TO RECREATIONAL PLANS. in IIIII o Fm - {00 N W i "'• o o M EXISTING 3ROUND 0r� •i EXIST NG (MOUNDcc i PROPO r FLOWLINE PR NE �n sN 44- + .0% _ C14 c U4 clw- 74v EXIS NG U W. W06 W W U S 0.407 FLOW NE L=47-12# L=47.12' _PROPOSED S=0.50 S=--0.51% S=0.677 EAST I'LOWLINE 7FUTLRE EAST FL C14 WUNE � 04 :8!z uj i<c'° w1 t4 W ,,, W _ a � �l4 _" � Mim 24+00 25+00 LEGEND: ABBREVIAIMS FL FLOWUNE POVC POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BOR BEGIN CURB RETURN PI POINT OF INTERSECTION EOR END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE EC END CURVE TC TOP OF CURB PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE P.O.C. POINT ON CURVE FC FINISHED CONCRETE PA PROPERTY LINE R/W RIGHT-OF-WAY E.P. EDGE OF PAVEMENT A.P. ANGLE POINT F.O.C. FACE OF CURB C/G CURB AND GUTTER P.A.F.L. PARKING AREA FLOW LINE Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. @o EXISTING SURVEY MONUMENT + FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. -�" FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STANDARD OR APPROVED EQUAL. (SEE DETAIL "6" ON SHEET 10) -- FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. STD. ST -14. - 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) 26+00 27+00 LEGEND (CONT.): R1-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: -�-- "R1-1" - STS' "R6-1" -ONE WAY "55-2" - END SCHOOL ZONE "W31(CA)" - END "R5-1" - DO NOT ENTER "W14-1" - DEAD END "1?26(CA)" - NO PARKING "W14-2" - NO OUTLET "R3 -5R - RIGHT TURN ONLY *WI -7" - DOUBLE ARROW "R4-7" - KEEP RIGHT 'WI " "R81(CA)" - BIKE LANE -6 - SINGLE ARROW "W3-3" - SIGNAL AHEAD "W14' - CURVE ARROW - - D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS 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. ® CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER C.O.B. STD. D-14 WITHOUT WINGS, UNLESS NOTED OTHERWISE. S SEWER - REFER TO SEWER & STORM DRAIN PLANS SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. s ® e e ® TRACT BOUNDARY UNIT BOUNDARY /_Z PARKING AREA - SES CONSTRUCTION NOTE 6. 0 29+00 4i� j 30+00 31+00 war r �IE� + 'iii! SCALE: 1" = 40' HORIZONTAL LEGEND (CONT.): CONSTRUCTION NOTES: it) = 4' VER11CAL M jv LW a. BEGIN MEDIAN 0 CURVE NUMBER FOR CURVE DESCRIPTION n1 CONSTRUCT TYPE • w CURB & GUTTER PER C.O.B. SID ST -1 �Z ITEM OF O- r BEGIN MEDIAN DETACHED STANDARD rC.O.B. SID FACE OF CURB STATION - SEE TABLE -_ - - INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. B.C. :cN • , i, REVISED ti r.. • r a • PER CONSTRUCTHANDICAP CALTRANS NOTE: Q STANDARD PLAN R.S.P. A88A-CASE A OR F - DETAIL V ON SHEET 10. SEE CALTRANS TRAFFIC MANUAL FOR DETAILS.PERMANENT SM�. 354.25' STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT BEGIN MEDIAN AND 6* REVEAL PER DETAIL "1" ON SHEET 10. PER STANDARD SPECIFICATION PTH-02ALKYD. 354.26' PARKING AREA 6" THICK CONCRETE- SEE DETAIL W ON SHEET 10. AH TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. STA. 25+56.46, 6.5ORT INSTALL W31(CA) SIGN WITH i BOUNDARY 9CI19H TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED AT THE SAME TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. fir SECTM LETER 1 L_ CONSTRUCT TYPICAL STREET CORNER - SEE DETAIL *2" ON SHEET 10. - - - - - CONSTRUCT Er ON Ei 2 CONSTRUCT TYPE V MEDIAN CURB WITH 10" REVEAL PER C.O.B. SID. ST -2. %W WME SECTM IS SHO�VN CONSTRUCT 10' WIDE MEANDERING MULTI-PURPOSE TRAIL PER C.O.B. SIDEWALX NOES: SPON SM. CONSTRUCT 5' WIDE MEANDERING SIDEWALK PER C.O.B. SIDEWALK 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN K2) PLANS AND DETAILS. 13 r .i / BY OTHERS. EXISTING OVERHEAD POWERPOLE , RELOCATED Z LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE *8" A.C. VALVES,EQUIPMENT ASSOCIATED .. i EXISTING IRRIGATION OVER i :` i ` ` i i COMPACTED O.G.f TO • REMOVED OTHERS. BE COMPACTED , 95%RELATIVE r • C.O.B. .. PAVEMENT i i i r i HIGHGATE PARK BOULEVARD - PAVEMENT TO BE 0.30' TYPE "A" k OVER 0.55! AGGREGATE BASE OVER 0.65' COMPACTED O.G. TO EXISTING PIPELINE MARKER TO BE REMOVED. BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. SID. ST -9. PAINT 12* LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS BASINS3. 4. ALL CATCH , BE • WITH OPENINGS STANDARD SPECIFICATIONS PTH-02ALXYD C.O.B. SM. D-14, UNLESS NOTED OTHERWISE. EXISTING 2e SO. CAL GAS PIPELINE TO BE PROTECTED IN PLACE. CROSSPER 5. ALL itES SHOWNi• REFERENCE ONLY. SEE SOUTHERN CALIFORNIAi. NOTESON CONTRACTOR TO VERIFY ALL CROSS SLOPES ARE WITHIN FUTURE SIDEWALK TO BE APPROVED AND CONSTRUCTED WITH FUTURE CITY STANDARDS. TO RECREATIONAL PLANS. 364 362 360 358 356 354 352 350 348 33+50 EASEMENT LEGEND: A30' WIDE PUBLIC ACCESS EASEMENT PER DOC. NO. 0209174864 O.R. C.L. 10' WIDE PG&E POLEUNE EASEMENT PER BK. 5351, PG. 1860 O.R. ©20' WIDE SOUTHERN CALIFORNIA GAS COMPANY PIPELINE EASEMENT PER B.K. 5738, PG. 2035 O.R. STRIPING LEGEND: Ir CAL -TRANS TYPE IV ARROW LEFT OR RIGHT AS APPLICABLE T "STOP" MARKING PER CAL -TRANS STANDARDS NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLAS11C PAINT PER CALTRANS STANDARD SPECIFICATION 8010-21C-19 STA. 10+00.00 C.L. STB. PEMBERLEY CNT PEMBERLEY PASSAGE AVENUE SEE TRACT 7299 UNIT 2 STREET PLANS (NOT A PART) TRACT 7299 UNIT 2 A PART) DATA NO.0 4i� j aSET w # i war r �IE� + 'iii! t? 0- N T.C. ELEV. M jv LW a. BEGIN MEDIAN 3 +00 353.38' 354.21' Q BEGIN MEDIAN _ �ME< -_ - - - 3: W B.C. :cN PEMBERLEY PASSAGE AVENUE SEE TRACT 7299 UNIT 2 STREET PLANS (NOT A PART) TRACT 7299 UNIT 2 A PART) DATA NO.0 4i� j aSET w # i �• � • �IE� + 'iii! E.P. ELEV. T.C. ELEV. M BEGIN MEDIAN •t3ll�. 353.38' 354.21' Q BEGIN MEDIAN STA. 24+54.08, 5.5OLL 353.39' 354.22' n B.C. STA. 24+61.82, 8.5OLT. 353.42' 354.25' Q ' • STA. 24+61.82, 5.5OLT. SM�. 354.25' 0 BEGIN MEDIAN 0 rON s ®• ixam UATIQN TaLE SjA "A": q INTERSECTION STA. 25+09.36 C.L. HIGHGATE PARK CNT = STA. 10+00.00 C.L. HIGHGATE HEATH AVE. STATIONING , Aii STRIPING i • i r • • ' O-�C.L. STATION i 0END i i. • • • i CURVE TABLE STATIONING TABLE -- MEDIAN CURB REF. NO. DESCRIPTION C.L. STATION E.P. ELEV. T.C. ELEV. M BEGIN MEDIAN STA. 24+54.05, &50LT. 353.38' 354.21' Q BEGIN MEDIAN STA. 24+54.08, 5.5OLL 353.39' 354.22' n B.C. STA. 24+61.82, 8.5OLT. 353.42' 354.25' Q E.C. STA. 24+61.82, 5.5OLT. 353,42' 354.25' 0 BEGIN MEDIAN STA. 25+56.46, 3.50RT. 353.43' 354.26' ® BEGIN MEDIAN STA. 25+56.46, 6.5ORT 353,43' 354.26' STATIONING , Aii STRIPING i • i r • • ' O-�C.L. STATION i 0END i i. • • • i CURVE TABLE N 89'24'27" W 123.78' : o � 3 ri !t i i#ll `t ti t1 w TEMPORARY SUMP C� 1.5' DEEP -NO FENCE REQUIRED y BOT. ELEV.=350.75 ... TEMPORARY SUMP CALCS: VOLUME REQUIRED: 0.17 AC -FT AREA: 1.21 AC. , C=0.95 VOL. REQ'D = 0.15x (1.21 x0.95) = 0.17 AC -FT VOLUME PROVIDED: 0.18 AC -FT AREA(MID) = 0.12 AC VOLUME PROVIDED = 0.12 AC x 1.5' DEEP = 0.18 AC -FT • i ri ttt tt ••t Know Call before youg.. N 89'24'27" W 123.78' o � 3 j PRIVATELY MAINTAINED w TEMPORARY SUMP ;.. 1.5' DEEP -NO FENCE REQUIRED y BOT. ELEV.=350.75 ... C z N S 89'24'27" E 122,92' N SCALE: 1"=40' TEMPORARY SUMP CALCS: VOLUME REQUIRED: 0.17 AC -FT AREA: 1.21 AC. , C=0.95 VOL. REQ'D = 0.15x (1.21 x0.95) = 0.17 AC -FT VOLUME PROVIDED: 0.18 AC -FT AREA(MID) = 0.12 AC VOLUME PROVIDED = 0.12 AC x 1.5' DEEP = 0.18 AC -FT • i ri ttt tt ••t Know Call before youg.. -11 IIIII PRIVATE ENTRY GATE PER SEPARATE PLAN Y ■ , I � '� � TABLE - HIGHGATE I ? • •i sw � C.L. STATION F.L. STATION I � 7,11 dQ STA. 13+45.74, F.L. ® STA. 13+69.38, 28.69LT. STA. 13+70.47, F.L. ® E.C. STA. 13+88.23, 25.00L.T. STA. 13+89.80, F.L. ® r STA. 13+93.00, 25.00LT. STA. 13+94.57, F.L. ® P.R.C. STA. 13+96.00, 24.00LT. STA. 13+97.78 F.L. F r 1 { STA. 13+99.00, 23.00LT. STA. 14+01.00, F.L. 31 8 STA. 14+19.00, 23.00LT. STA. 14+21.00, F.L. 1 I e-- C4 STA. 14+22.00, 24.00LT. STA. 14+24.22, F.L. ® P.R.C. STA. 13+96.00, 24.00LT. �( cl)� i HIGHGATE PARK BLVD. E.C. (FUTURE -NOT A PART) STA. 13+99.44, F.L. SEE UNIT 3 PLANS PRIVATE ENTRY GATE PER SEPARATE PLAN UT 1:4 , , 4 19� 1 F.L. STATIONING TABLE - HIGHGATE HEATH AVENUE REF. NO. DESCRIPTION C.L. STATION F.L. STATION ® P.R.C. STA. 13+45.26, 28.69LT. STA. 13+45.74, F.L. ® P.R.C. STA. 13+69.38, 28.69LT. STA. 13+70.47, F.L. ® E.C. STA. 13+88.23, 25.00L.T. STA. 13+89.80, F.L. ® B.C. STA. 13+93.00, 25.00LT. STA. 13+94.57, F.L. ® P.R.C. STA. 13+96.00, 24.00LT. STA. 13+97.78 F.L. ALL TEMPORARY STRIPING BE NON -THERMOPLASTIC. E.C. STA. 13+99.00, 23.00LT. STA. 14+01.00, F.L. 31 B.C. STA. 14+19.00, 23.00LT. STA. 14+21.00, F.L. ® P.R.C. STA. 14+22.00, 24.00LT. STA. 14+24.22, F.L. ® P.R.C. STA. 13+96.00, 24.00LT. STA. 13+96.22, F.L. ® E.C. STA. 13+99.00, 23.00LT. STA. 13+99.44, F.L. ® B.C. STA. 14+19.00, 23.00LT. STA. 14+19.44, F.L. ® P.R.C. :7:71 STA. 14+25.00, 24.00LT. STA. 14+25.87, F.L. 360 358 356 354 352 350 348 SEE SHEET7 HIGHGATE HEATH AVENUE (PRIVATE STREET) (STA. 10+00.00 i' 901 C.L.) 1 HORIZONTAL HIGHBURY STREET 1SEE SHEET 4 r f r o � i 1 1 RECREATIONAL I FACILITY L ! a HIGHBURY STREET SEE SHEET 4 360 358 356 354 352 350 348 11+00 12+ 1+00 14+00 1+00 (STA. 10+60.50 G.L. TO STA. 17+22.00 C.L.) SCALE: 1" = 40' HORIZONTAL 1 = 4' VERTICAL 360 358 356 354 352 350 348 346 17+00 17+75 CURVE RI-1 FURNISH & INSTALL TRAFFIC SIGNS•ri F • R CURVE DESCRIPTION OP + « !i i ' ` ' «i NOT ENTER OF i. SCHEDULE "R26(C 9" - NO PARKING *W14 in FACE OF CURB STATION - SEE TABLE '*R3 -5R - RIGHT TURN ONLY -t - NO OUTLET «! ARROW ! KEEP R SINGLE••1 . .IKE , SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANE . • - SIGNAL MEAD 'WI -1" - CURVE ARROW ' 111 MARKINGS TO BE THERMOPLASTIC STRIPING . PAVEMENT Nz00 CALTRANSW3-3! PER STANDARD S• ! PTH-02ALKYD. STORM !' • TO SEWER & STORMDRAIN PLANS ALL TEMPORARY STRIPING BE NON -THERMOPLASTIC. t STORM DRAIN i MON i ! REFER TO, SEWER & STORM DRAIN PLANS ! LETTER SECTION 't to . C.O.B. 1 i NOTED OTHERWISE. d CONSTRUCT r CATCH BASIN OPENING d- - M pc let.d00 ® ® o ..TA.«! ci «O m • «i 13+99.00, O > DOLT �. �. M Uj M 9.0 7.00LT.«• LLJ W EXISTING GROUND 0 STA ! 5.00LT.• L4 j W w w w 14+19.00, '� «• w ;� s '- j I = w = , 4.1 ROPOSIcn Ji 1 w CL I CA crho w hPR DORT. u., y !I 5.00LT.1 g CL ..., 1j 5.00RT. v cd w� EXISTING ND ® 2� v=i 4 W� 04 + 00 (on)r =r v .- -- ' i�'t- + + + EXISTIN ta1ND + + crli �n -�M .-- - - •- .- •- �: r r: t �' t :'? PROP D FLOY♦.!N ca c�n� siN ' ci Q 1x1 CA �1 cn 00u 1 cn (3. cj�_ RNWc,nQDNa. v cd L- 39.27 _ I � _ _ - __- � _ _ � � __ _ -- � _ ix �m Lq t� t! CCI ,(n1x1cn m� W VJ PROPOSED SOUTH FLOWMJNE _ cn WSW S=-0. % N w w L= I f W PROP NORTH FLO NE S=o. M 7a% mn PROPOSED NOR FLOWLINE y S=-0.5 LH eAllw Ix, ----------- 360 358 356 354 352 350 348 11+00 12+ 1+00 14+00 1+00 (STA. 10+60.50 G.L. TO STA. 17+22.00 C.L.) SCALE: 1" = 40' HORIZONTAL 1 = 4' VERTICAL 360 358 356 354 352 350 348 346 17+00 17+75 ABBREMATIONS FL FLOWLINE POVC POINTON CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION , VERTICAL CURVE BEGINBCR POINT OF ECR ! CURB • r r• POINT ,. REVERSE r •r BC BEGN CURVE PCC POINT OF COMPOUND EC END CURVE TC OP OF PIVC POINT OF 1 i• OF VERTICALOF O P.O.C. POINT ON CURVE FC FINISHED CONCRETE PA PROPERTY . i r r •.. E.P. EDGE i .. •.i INT F.O.C. OF CURB : GUTTER P.A.F.L. PARKING FURNISH INSTALL SURVEY MONUMENT • 'R @ EXISTING SURVEY MONUMENT + FURNISH & INSTALL STREET SIGN PER C.O.B. METRO+ FURNISH & INSTALL SIGN PER C.O.B. FURNISH & INSTALL STREET LIC4iT-58OO LUMEN PER C.O.B. STANDARD OR APPROVED EQUAL (SEE DETAJL -6- ON SHEET 10) FURNISH & INSTALL STREET i0 LUMEN PER STD. EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS CONSTRUCT . BOTTOM « DRIVEWAY Elm PER C.O.B. SM. OTHERWISE ! ' 100 14+00 1+00 16+0 (STA. 10+60.50 C.L. TO STA. 17+22.00 C.L.) SCALE: 1" = 40' HORIZONTAL 1" = 4' VERTICAL s CURVE RI-1 FURNISH & INSTALL TRAFFIC SIGNS•ri F • R CURVE DESCRIPTION OP + « !i i ' ` ' «i NOT ENTER OF i. SCHEDULE "R26(C 9" - NO PARKING *W14 in FACE OF CURB STATION - SEE TABLE '*R3 -5R - RIGHT TURN ONLY -t - NO OUTLET «! ARROW ! KEEP R SINGLE••1 . .IKE , SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANE . • - SIGNAL MEAD 'WI -1" - CURVE ARROW ' 111 MARKINGS TO BE THERMOPLASTIC STRIPING . PAVEMENT CALTRANSW3-3! PER STANDARD S• ! PTH-02ALKYD. STORM !' • TO SEWER & STORMDRAIN PLANS ALL TEMPORARY STRIPING BE NON -THERMOPLASTIC. t STORM DRAIN i MON i ! REFER TO, SEWER & STORM DRAIN PLANS ! LETTER SECTION 't to . C.O.B. 1 i NOTED OTHERWISE. .. CONSTRUCT r CATCH BASIN OPENING d- - M pc let.d00 « ..TA.«! «O • «i 13+99.00, O > DOLT �. �. M Uj M 9.0 7.00LT.«• LLJ � STA ! 5.00LT.• L4 j W. 14+19.00, +O• «• Lit' t1nfU 4.1 _ Ji 1 S.00LT.i CL I CA crho w hPR DORT. y !I 5.00LT.1 g 17+12.00, 5.00RT. w� EXISTING ND ® v=i + =r F, I. NEt .- -- cj� -�M V - Vta- zt`-- -(3 Wmw c�n� siN Cd cn 0: �1 cn 00u 1 cn � cra cd L- 39.27 I S=0.50 `"- PROPOSED SOUTH FLOWMJNE S=-0. % N w w I f W ABBREMATIONS FL FLOWLINE POVC POINTON CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION , VERTICAL CURVE BEGINBCR POINT OF ECR ! CURB • r r• POINT ,. REVERSE r •r BC BEGN CURVE PCC POINT OF COMPOUND EC END CURVE TC OP OF PIVC POINT OF 1 i• OF VERTICALOF O P.O.C. POINT ON CURVE FC FINISHED CONCRETE PA PROPERTY . i r r •.. E.P. EDGE i .. •.i INT F.O.C. OF CURB : GUTTER P.A.F.L. PARKING FURNISH INSTALL SURVEY MONUMENT • 'R @ EXISTING SURVEY MONUMENT + FURNISH & INSTALL STREET SIGN PER C.O.B. METRO+ FURNISH & INSTALL SIGN PER C.O.B. FURNISH & INSTALL STREET LIC4iT-58OO LUMEN PER C.O.B. STANDARD OR APPROVED EQUAL (SEE DETAJL -6- ON SHEET 10) FURNISH & INSTALL STREET i0 LUMEN PER STD. EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS CONSTRUCT . BOTTOM « DRIVEWAY Elm PER C.O.B. SM. OTHERWISE ! ' 100 14+00 1+00 16+0 (STA. 10+60.50 C.L. TO STA. 17+22.00 C.L.) SCALE: 1" = 40' HORIZONTAL 1" = 4' VERTICAL s CURVE RI-1 FURNISH & INSTALL TRAFFIC SIGNS•ri F • R CURVE DESCRIPTION OP + « !i i ' ` ' «i NOT ENTER OF i. SCHEDULE "R26(C 9" - NO PARKING *W14 in FACE OF CURB STATION - SEE TABLE '*R3 -5R - RIGHT TURN ONLY -t - NO OUTLET «! ARROW ! KEEP R SINGLE••1 . .IKE , SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANE . • - SIGNAL MEAD 'WI -1" - CURVE ARROW ' 111 MARKINGS TO BE THERMOPLASTIC STRIPING . PAVEMENT CALTRANSW3-3! PER STANDARD S• ! PTH-02ALKYD. STORM !' • TO SEWER & STORMDRAIN PLANS ALL TEMPORARY STRIPING BE NON -THERMOPLASTIC. t STORM DRAIN i MON i ! REFER TO, SEWER & STORM DRAIN PLANS ! LETTER SECTION 't BASIN . C.O.B. 1 i NOTED OTHERWISE. .. CONSTRUCT r CATCH BASIN OPENING SEWER - REFER TO SEWER & STORM DRAIN PLANS SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. ® TRACT BOUNDARY UNIT BOUNDARY ' ' r PARKING AREA - SEE CONSTRUCTION NOTE 6. >. • r 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN PLANS D DETAILS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 0.45' AGGREGATE BASE OVER O.5V COMPACTED O.G. TO BE COMPACTED ! RELATIVE DENSITY PER C.O.B.! 3. HIGHGATE PARK BOULEVARD PAVEMENT TO BE i BASINSOVER 0.55' AGGREGATE BASE OVER 0.65' COMPACTED O.G. TO BE COMPACTED TO 95% RELA11VE DENSITY PER C.O.B. SID. ST -9. 4. ALL CATCH TO BE TYPE .OPENINGS PER C.O.B. / / NOTED i, 5. ALL CROSS SLOPES SHOWNi" REFERENCE ONLY. CONTRACTOR i VERIFY ALL CROSSSLOPES CITY STANDARDS. 346 17+00 17+75 CONSTRUCTION NOTES: 1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 CONSTRUCT ' DETACHED STANDARD TYPE SIDEWALK PER C.O.B. STD ST -3 3 INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. CONSTRUCT HANDICAP RAMP PER CALTRANS 2010 REVISED STANDARD PLAN R.S.P. A88A-CASE A OR F - DETAIL "5x ON SHEET 10. CONSTRUCT 6" CONCRETE CURB WITH 12" TOTAL CURB HEIGHT AND 6" REVEAL PER DETAIL "1" ON SHEET 10. 6 PARKING AREA 6" THiCK CONCRETE- SEE DETAIL "4" ON SHEET 10. INSTALL W31(CA) SIGN WITH OM4-3 MARKER AT UNIT BOUNDARY OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED AT THE SAME TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. 5 CONSTRUCT TYPICAL STREET CORNER - SEE DETAIL "2" ON SHEET 10. CONSTRUCT TYPICAL STREET BULGE - SEE DETAIL '3" ON SHEET 10. 10 CONSTRUCT TYPE "M" MEDIAN CURB WITH 10" REVEAL PER C.O.B. STD. ST -2. 11 CONSTRUCT 10' WiDE MEANDERING MULTI-PURPOSE TRAIL PER C.O.B. SIDEWALK SPECIFICATIONS ON STD. ST -3. 12 CONSTRUCTS' WIDE MEANDERING SIDEWALK PER C.O.B. SIDEWALK SPECIFICATIONS ON STD. ST -3. 13 EXISTING OVERHEAD POWERPOLE TO BE RELOCATED UNDERGROUND BY OTHERS. 14 EXISTING IRRIGATION VALVES, EQUIPMENT & ASSOCIATED IRRIGATION LINES TO BE REMOVED BY OTHERS. 159 PROPOSED EDGE OF PAVEMENT 1 EXISTING PIPELINE MARKER TO BE REMOVED. 1 PAINT 12" LIMIT LINE USiNG THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATIONS PTH-02ALKYD 1 B EXISTING 24" SO. CAL GAS PIPELINE TO BE PROTECTED IN PLACE. SEE SOUTHERN CALIFORNIA GAS COMPANY NOTES ON SHEET 1. 16 FUTURE SIDEWALK TO BE APPROVED AND CONSTRUCTED WITH FUTURE RECREATIONAL CENTER PLANS. s 6„s it JV E -- =w C N M 3 C3 ' OD M MEDIAN- ; CURVE TABLE I. 0STA. i 10+73.00, 5.00RT. o iSTA. 13+48.00, MEDIAN- ; TABLE HIGHGATEi► I. 0STA. i 10+73.00, 5.00RT. o iSTA. 13+48.00, i i*«,I' 't pc !«!- « ..TA.«! «O • «i 13+99.00, O DOLT c 9.0 7.00LT.«• IIIIIIIIII � STA ! 5.00LT.• 14+19.00, +O• «• 00, 5.00RT. %1 /t S.00LT.i • 15+21.00, DORT. y !I 5.00LT.1 ISTA. 17+12.00, 5.00RT. Knowwhat's below. Call before . dig. IIIIIIIIII 0 j ca 36- V ` i..s•Wn /\ �� 32 c9� r r U 360 35 356 354 352 350 348 of • HIGHGATE HEATH AVENUE SEE SHEET 3 (PRIVATE STREET) 10+00.00 • 16+40.0 HORIZONTAL F.O.C. STATIONING TABLE -- HIGHBURY STREET 00 _T REF. NO. DESCRIPTION C.L. STATIM F.O.C. STATIM T.C. ELEV. [� P.R.C. STA. 10+55.17, 14.95LT. STA. 10+51.15, F.O.C. 353.35 ® P.C.C. STA. 10+62.20, 18.00LT. STA. 10+59.24, F.O.C. 353.38 0 E.C. STA. 11+44.35, 18.00LT. STA. 11+44.35, F.O.C. 353.06 ® B.C. STA. 13+04.48, 1 &OOLT. STA. 13+04.48, F.O.C. 352.44 5[], P.R.C. STA. 13+11.62, 15.00LT. STA. 13+12.43 F.O.C. 352.36 ® P.R.C. STA. 14+55.90, 15.00LT. STA. 14+58.34, F.O.C. 352.00 0 E.C. STA. 14+63.04, 18.00LT♦ STA. 14+66.29, F.O.C. 352.09 ® B.C. STA. 14+70.69, 18.00LT. STA. 14+74.21, F.O.C. 351.99 ® P.C.C. STA. 15+81.25, 18.00LT. STA. 15+91.11, F.O.G. 351.46 Q P.R.C. STA. 15+88.20, 14.92LT. STA. 15+99.30, F.O.C. 351.37 11 P.R.C. STA. 10+62.84, 15.05RT. STA. 10+64.96, F.O.C. 353.34 ® P.R.C. STA. 10+70.10, 18.00LT. STA. 10+72.77, F.O.C. 353.38 ® E.C. STA. 11+44.35, 1&OORT. STA. 11+44.35, F.O.C. 353.13 ® B.C. STA. 14+70.96, 18.00RT. STA. 14+70.96, F.O.C. 351.97 15 P.R.C. STA. 15+66.41, 1&OORT. STA. 15+60.68, F.O.C. 351.54 ® I P.R.C. STA. 15+73.74, 15♦09RT♦ STA. 15+68.39, F.O.C. 351.45 0 j ca 36- V ` i..s•Wn /\ �� 32 c9� r r U 360 35 356 354 352 350 348 of • HIGHGATE HEATH AVENUE SEE SHEET 3 (PRIVATE STREET) 10+00.00 • 16+40.0 HORIZONTAL 360 358 356 354 352 350 348 11+00 +00 13+00 14+00 (STA. 10+33.68 C.L. TO 16+09.16 C.L.) SCALE: 1" = 40' HORIZONTAL 1" == 4' VERTICAL W, 360 358 356 354 352 350 348 346 16+00 16+75 OD 00 _T NUMBER ti .* } *R1 ONE E ► rt END ITEM OF 1'SCHEDULE N in FACE OF CURB STATION - SEE TABLE .- - NO OUTLET DOUBLE r.i i *R4-7* - KEEP RIGHT V-13" - SINGLE ARROW BIKE LANE SEE CALTRANSTRAFFIC i,• DETAILS. AH PERMANE • SIGNAL i� ARROW! �: to � h TEMPORARY STRIPING • BE NON -THERMOPLASTIC. � 01 ' }} SECTON .�. .�.�rr✓CONSTRUCT ! CATCHBASIN WITHOPENING PER { • • h P �i tt t• TYPE 0 A 0 CATCH BASIN WITH 3.5 11 OPENING PER SIJET VAJEK SECTION IS SHO" 2 Ln ._S W n to h 0 C3 �, j >. to w tib- aZ3 U c� W IN �M W W M W C? 0-6 -::)r-[- it! to W w l+ - _A: W W W w 0659 co Q 06 co _jM L.' UjLLi >: _! U `t �' tt '� a. M et M ir? 6.j w w tt �� t t . /• i i C W"v°C Z w g M M °° Uj a 1 .� U W <t EXISTINGGROUND @ w o ®m M �? .��- „� ® d v_ EXISTING OUND 0 V_ © o= °� k' m �- °" e PROPO FLOWUNE c� ' c+c '` � wm C4 ' m m �-- r- . �o- • C3 <e ¢ '� v OUNE -- L= 3650 °- ,000ow i cn m `� -0 - - - - -` __ _ _ a. cn m in w w _ _ _ _ T _ � � � �o C. a_ a.. cn m v~i � w f -i"' S "' �a S= 0,38% S=-0.46XW =234.10' > y -0.347s ROPOSED ST F1aWLI 5 --0.38 =0.52 W wW Lq 42.80' PROPOSED co Ln < -PROPOSED- w o LnUj m CO I J W 360 358 356 354 352 350 348 11+00 +00 13+00 14+00 (STA. 10+33.68 C.L. TO 16+09.16 C.L.) SCALE: 1" = 40' HORIZONTAL 1" == 4' VERTICAL W, 360 358 356 354 352 350 348 346 16+00 16+75 LEGEND: ABBREVIADONS FL FLOWLINE POVCPOINT ON CURVE CENTERLINECL BVIC BEGIN ELEV El EVATION EVC END VER11CAL CURVE BEGINBCR .. RETURN PI POINT OF INTERSECTION ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE r POINT OF i.. i w i CURVATURE EC END CURVE TC TOP OF ': PIVC POINT OF "R i- TP TOP OF PAVEMENT OF E• FINISH CONCRETE P.O.C. POINT ON P/L PROPERTY UNE R/W RIGHT-OF-WAY EDGE OF PAVEMENTPOINT F.O.C.OF AND GUTTER PARKING • • EA FLOW LINE FURNISH & INSTALL SURVEY MONUMENTr 1 @ EXISTING SURVEY MONUMENT + FURNISH & INSTALL STREET PER C.O.B. SM. + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. SM. C>- FURNISH & INSTALL STREET :tt LUMEN PERC.O.B. STREETSTANDARD OR APPROVED ECIUAL (SEE DETAIL "6" ON SHEET 10) FURNISH & INSTALL tt LUMEN PER C.O.B. EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS CONSTRUCT : BOTTOM 1 DRIVEWAY PER C.O.B. /' OTHERWISE NOTED) 12+00 1+00 14+00 15+00 (STA. 10+40.00 C.L. TO 15+89.68 C.L.) SCALE: 1" = 40' HORIZONTAL 1 " = 4' VERTICAL LEGEND (CONT.): R1-1 N NUMBER ti .* } *R1 ONE E ► rt END ITEM OF 1'SCHEDULE N in FACE OF CURB STATION - SEE TABLE - NO OUTLET DOUBLE r.i i *R4-7* - KEEP RIGHT V-13" - SINGLE ARROW BIKE LANE SEE CALTRANSTRAFFIC i,• DETAILS. AH PERMANE • SIGNAL i� ARROW! �: DARKINGS STANDARD SPECIFICATION h TEMPORARY STRIPING • BE NON -THERMOPLASTIC. }} SECTON .�. .�.�rr✓CONSTRUCT ! CATCHBASIN WITHOPENING PER tt • • KBD tt t• TYPE 0 A 0 CATCH BASIN WITH 3.5 11 OPENING PER SIJET VAJEK SECTION IS SHO" 2 ._S W n C3 to w tib- �M M W C? 0-6 i i �I- _jM L.' UjLLi >: I O �' tt '� i. ..t• w w tt �� t t . /• i i C W"v°C °° Uj oo ca0 QQ 00t Uj ®m v_ V_ `v wm c +vXSNGND . �o- • F.-�. '� OUNE °- ,000ow i cn tMcino -0 _ _ _ _ _ _ _ROPOSED _ __ _ __ _ _ _ __ _ _ _ _ _ T _ � � � �o C. a_ a.. cn m v~i � w f -i"' S -0.34% M Mcmi tr) -0.347s s 2% 42.80' PROPOSED EAT FLOWUNE7r s�-0.50 w m CO I > C LEGEND: ABBREVIADONS FL FLOWLINE POVCPOINT ON CURVE CENTERLINECL BVIC BEGIN ELEV El EVATION EVC END VER11CAL CURVE BEGINBCR .. RETURN PI POINT OF INTERSECTION ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE r POINT OF i.. i w i CURVATURE EC END CURVE TC TOP OF ': PIVC POINT OF "R i- TP TOP OF PAVEMENT OF E• FINISH CONCRETE P.O.C. POINT ON P/L PROPERTY UNE R/W RIGHT-OF-WAY EDGE OF PAVEMENTPOINT F.O.C.OF AND GUTTER PARKING • • EA FLOW LINE FURNISH & INSTALL SURVEY MONUMENTr 1 @ EXISTING SURVEY MONUMENT + FURNISH & INSTALL STREET PER C.O.B. SM. + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. SM. C>- FURNISH & INSTALL STREET :tt LUMEN PERC.O.B. STREETSTANDARD OR APPROVED ECIUAL (SEE DETAIL "6" ON SHEET 10) FURNISH & INSTALL tt LUMEN PER C.O.B. EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS CONSTRUCT : BOTTOM 1 DRIVEWAY PER C.O.B. /' OTHERWISE NOTED) 12+00 1+00 14+00 15+00 (STA. 10+40.00 C.L. TO 15+89.68 C.L.) SCALE: 1" = 40' HORIZONTAL 1 " = 4' VERTICAL LEGEND (CONT.): R1-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. SM. T-19: NUMBER .* } *R1 ONE E ► rt END ITEM OF 1'SCHEDULE :R26(C�)* - NO PARKING "W14-2* in FACE OF CURB STATION - SEE TABLE - NO OUTLET DOUBLE r.i i *R4-7* - KEEP RIGHT V-13" - SINGLE ARROW BIKE LANE SEE CALTRANSTRAFFIC i,• DETAILS. AH PERMANE • SIGNAL i� ARROW! STRIPING & PAVEMENTTO BE . PAIN e DARKINGS STANDARD SPECIFICATION STORMDR' REFER is SEWER ♦ it DRAIN PLANS TEMPORARY STRIPING • BE NON -THERMOPLASTIC. REFER TO SEWER ♦ STORM SECTON .�. .�.�rr✓CONSTRUCT ! CATCHBASIN WITHOPENING PER tt • • C.O.B.! OTHERWISE.CONSTRUCT tt t• TYPE 0 A 0 CATCH BASIN WITH 3.5 11 OPENING PER SIJET VAJEK SECTION IS SHO" 2 s SEWER - REFER TO SEWER & STORM DRAIN PLANS SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. ® TRACT BOUNDARY UNIT BOUNDARY rf PARKING AREA - SEE CONSTRUCTION NOTE 6. i, • 1` SEWER1. SEE STORM • DRAIN ♦ •r io DRAIN ■ , PLANS 2. LOCAL PAVEMENT TO BE 0.20' TYPE : OVER t BASE OVER 1. t COMPACTED O.G.r BE COMPACTED DENSITY PER C.O.B.i 3. HIGHGATE PARK BOULEVARD PAVEMENT i BE 0.30' TYPE OVER t BASE OVER 0.65'COMPACTEDO.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. SM. ST -9. 4. ALL CATCH BASINS TO BE TYPE WITH OPENINGS PER i t i NOTED OTHERWISE. CROSS5. ALL ir. SHOWN i REFERENCE .E ONLY. CONTRACTOR TO VERIFY ALL CROSSSLOPES CITY r:.i 360 358 356 354 352 350 348 346 16+00 16+50 CONSTRUCTION NOT S: 1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 2 CONSTRUCT 5' DETACHED STANDARD TYPE SIDEWALK PER C.O.B. STD ST -3 3 INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. 4 CONSTRUCT HANDICAP RAMP PER CALTRANS 2010 REVISED STANDARD PLAN R.S.P. A88A-CASE A OR F - DETAIL '5" ON SHEET 10. 5 CONSTRUCT 6" CONCRETE CURB WITH 12" TOTAL CURB HEIGHT AND 6' REVEAL PER DETAIL "1' ON SHEET 10. G PARKING AREA 6' THICK CONCRETE- SEE DETAIL '4' ON SHEET 10. INSTALL W31(CA) SIGN NTH OM4-3 MARKER AT UNIT BOUNDARY OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED AT THE SAME TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. 8 CONSTRUCT TYPICAL STREET CORNER - SEE DETAIL "2" ON SHEET 10. B CONSTRUCT TYPICAL STREET BULGE - SEE DETAIL '3' ON SHEET 10. 10 CONSTRUCT TYPE "M' MEDIAN CURB WITH 10" REVEAL PER C.O.B. STD. ST -2. 11 CONSTRUCT 10' WIDE MEANDERING MULTI-PURPOSE TRAIL PER C.O.B. SIDEWALK SPECIFICATIONS ON STD. ST -3. 1 CONSTRUCT 5' WiDE MEANDERING SIDEWALK PER C.O.B. SIDEWALK SPECIFICATIONS ON STD. ST -3. 13 EXISTING OVERHEAD POWERPOLE TO BE RELOCATED UNDERGROUND BY OTHERS. 14 EXISTING IRRIGATION VALVES, EQUIPMENT & ASSOCIATED IRRIGATION LINES TO BE REMOVED BY OTHERS. 15 PROPOSED EDGE OF PAVEMENT 1 fi EXISTING PIPELINE MARKER TO BE REMOVED. 1 PAINT 12" LIMIT UNE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATIONS PTH-02ALKYD 18 EXISTING 24" SO. CAL GAS PIPELINE TO BE PROTECTED IN PLACE. SEE SOUTHERN CALIFORNIA GAS COMPANY NOTES ON SHEET 1. 19 FUTURE SIDEWALK TO BE APPROVED AND CONSTRUCTED WITH FUTURE RECREATIONAL CENTER PLANS. Know below. Call before you dig. X 0 N c� z C� LU Uj z z W J CD z Uj r V) 0 z Q J i i �� tt • • � tt t• i i �I- I �' tt '� i. ..t• tt �� t t . /• i Know below. Call before you dig. X 0 N c� z C� LU Uj z z W J CD z Uj r V) 0 z Q J i i i i �I- I M f' ITn 03 1 !42A I • 362 360 358 356 354 352 350 1 1' �,' Vii: It �w am u 01 .� _t ci r� dcq c� ) cn R/W ROKEBY (PRIVATE STREET) 10+00.00 O 0 SCALE:-+- + A 362 360 358 356 354 352 350 3 362 360 358 356 354 352 350 1z 4 11+00 1+00 12+50 (STA. 9+95.00 C.L. TO 12+05.50 C.L.) SCALE: 1" = 40' HORIZONTAL 1" = 4' VERTICAL (01 F.O.C. STA110NING TABLE ROKEBY WAY MM �� �OR i i i r# ilm r - 18 M uM . r •' u: N Lilloi M d a :f 1' ii f; M 0 M f f �> ; a-> 10+44.76, t ! F.O.0 c>> j Qi > 10+57.36 FAC Qu uJ s� '� w w w W 4w Z tt) �w z _ _j w .. m m J _ c _® C) J pp C i �' •tom wei w °°«; mQ a: , _°p ® N gct W 9uj r Q I + + GROUND 0 1 7 ®d 02 .z cid 1 d V- CL cod PR ¢ cr v w� a: vim, uj M co PROP FLOW w °RIMING m cn w cn r , :..i ., i1F ',: EXI TING GROUN 0 �'' �' M cn L g w:, R w v P FLO NE % GROUND 0 —0.55% I- c3 S=-0.54% L=.27' n jam: S -- ■ f WOPOSED FL NE S=_ 669 ! r i • ;. 1 is r . � w cn PROPOSED NOR FLOWNE —0.57% e— h C �; as a o Lo • M =-0.55% > w L © q qujw © q S=--0.25% S=-0>2 362 360 358 356 354 352 350 3 362 360 358 356 354 352 350 1z 4 11+00 1+00 12+50 (STA. 9+95.00 C.L. TO 12+05.50 C.L.) SCALE: 1" = 40' HORIZONTAL 1" = 4' VERTICAL (01 F.O.C. STA110NING TABLE ROKEBY WAY MM �� �� i i i r# ilm J� 18 � . r •' u: N STA. 10+52.63,;< M d a :f 1' ii f; M 0 M f f �> ; a-> 10+44.76, t ! F.O.0 c>> j Qi > 10+57.36 FAC Qu uJ w w w W 4w tt) �w z _ _j w .. m m J _ c g h pp C i �' •tom wei w °°«; 000 a: , _°p W 9uj r Q I I .. C3 DOSING GROUND 0 1 7 ®d 02 .z cid 1 d EXISTING ND 0 CL cod PR ¢ cr v w� a: vim, uj M co PROP FLOW w °RIMING as c3 LLJ r , :..i ., i1F ',: � i r r , # i ! � w � �: ' f r , r • • • r i w .. • • i � r w:, R w v % GROUND 0 I- c3 S=-0.54% ul n jam: S -- ■ f WOPOSED FL NE •# /'` ! r i • ;. 1 is r . � w cn U3 ROPOSED SOUTH FLOW E S —0.57% e— h C �; as • M > w © q 362 360 358 356 354 352 350 48 348 10+25 11+00 1+00 12+50 (STA. 10+42.71 C.L. TO 12+05.50 C•L®) SCALE: 1" = 40' HORIZONTAL 1" = 4' VERTICAL it F.O.C. STA110NING TABLE ROKEBY WAY MM r • • �NWAIIU i i i r# ilm --� " � i' M r � U-) r •' W STA. 10+52.63,;< !f i» a :f 1' ii f; M 0 ®P.R.C.11„�, f f A 1 ; 10+44.76, t ! F.O.0 j Qi STA. 10+57.,36,i!` 10+57.36 FAC �'> uJ w w it CURVE STA110NING TABLE SWANFIELD WAY DESCRIPION CL STA11ONF.O.C.# W M II --� " � i' M r � U-) r •' W STA. 10+52.63,;< !f i» a :f 1' ii f; M 0 � i `: i i i j r''r r ` �- Z> �'> uJ w w 4w tt) z _ _j w .. it CURVE TABLE W M --� " � i' M r � U-) r •' W ��� !f i» a :f • RU4 M 0 � i `: i i i j r''r r ` HABOROUGli GIVE SEE SHEET 9 I 362 36 358 356 35 352 35 I i I S ww. ANFIELD WAY (PRIVATE STREET) (STA. 10+00.00 C.L. TO 13+50.23 C.L.) SCALE: 1" = 40' HORIZONTAL i ii 36 360 358 356 354 352 350 11+00 12+00 (STA. 10+23.35 C.L. TO 13+33.80 C.L.) SCALE: 1" = 40' HORIZONTAL 1" = 4' VERTICAL » JOL 360 358 356 354 j 352 350 2A4 13+00 13+50 W M --� " � i' M r � U-) r •' W U=? • r f r RU4 M 0 � i `: i i i j r''r r ` �- Z> �'> uJ w w 4w tt) z _ _j w .. m J _ pp C i �' +ui- w °°«; 000 a: , r Q I I .. C3 DOSING GROUND 0 1 7 ®d 1 d PR FLO NE w� M co Ll °RIMING �- ,fir► r , :..i ., i1F ',: � i r r , # i ! � w � �: ' f r , r • • • r i w .. • • i � r PROPOSED EAST R.OWLJNET v % GROUND 0 I- c3 a ul n jam: ' ` # • ' is • . # ` ! ' • : ". ■ f WOPOSED FL NE •# /'` ! r i • ;. 1 is r . � w cn U3 cn • S=--0.25% S=-0>2 PROPOSED WES r FLOWUNE -S=-0.259: i ii 36 360 358 356 354 352 350 11+00 12+00 (STA. 10+23.35 C.L. TO 13+33.80 C.L.) SCALE: 1" = 40' HORIZONTAL 1" = 4' VERTICAL » JOL 360 358 356 354 j 352 350 2A4 13+00 13+50 362 360 358 356 354 352 350 348 10+50 11+00 12+00 13+00 (STA. 10+74.56 C.L. TO 12+84.01 C.L.) SCALE: 1" = 40' HORIZONTAL 1" = 4' VERTICAL W M f i M ff< f � i' M r � U-) r •' W U=? • r f r RU4 M 0 � i `: i i i j r''r r ` vZ) M q w w 4w tt) 00 m06 � n Cb p O pp C i �' +ui- 4: 000 a: , r Q I I .. C3 DOSING GROUND 0 1 7 ®d 1 d PR FLO NE w� M co Ll S---0.25% ,fir► r , :..i ., i1F ',: � i r r , # i ! � w � �: ' f r , r • • • r i w .. • • i � r PROPOSED EAST R.OWLJNET % ' � • ` • • r f • ' i : jam: ' ` # • ' is • . # ` ! ' • : ". ■ � � . r . t _ . �., • � #.. r • r i •# /'` ! r i • ;. 1 is r . � r"#'i �r r #` •• � 362 360 358 356 354 352 350 348 10+50 11+00 12+00 13+00 (STA. 10+74.56 C.L. TO 12+84.01 C.L.) SCALE: 1" = 40' HORIZONTAL 1" = 4' VERTICAL oft #Inn - ' i v 4T101 1 i i f # ! M f i M ff< f � i' M r � # `' r 11 1 `•r r r#: 1 r •' • r f r » ,,' f r,. ` ► `r r � i `: i i i j r''r r ` @IIIIIIIII ,fir► r , :..i ., i1F ',: � i r r , # i ! � w � �: ' f r , r • • • r i w .. • • i � r ' � • ` • • r f • ' i : jam: ' ` # • ' is • . # ` ! ' • : ". ■ � � . r . t _ . �., • � #.. r • r i •# /'` ! r i • ;. 1 is r . � r"#'i �r r #` •• � • #Inn - ' i v 4T101 1 i @IIIIIIIII 364 362 360 358 356 354 352 350 6' MIN BLOCK WALL PER B.C./C INTER ' ' SEPARATE PLAN TABLE 50.00 REF. NO. DESCRIPTION 21 U N I T 1 : t to B.V.C.-P.A.F.L ! • ' ' STA. 11+021 STA. 10+74.80 C.L. 12.00 26 # STA. 10+74.80 FIL 0 E.C. STA. 10+57.36, 18.00LT. STA. 10+57.36, F.O.C. 355.08' ED B.V.C. STA. 10+74.80, 1&OOLT. STA. 11+OZ1' ' C-) b Ul) STA. 10+99.80, 1110OLT. c,) 8 50. 30' C*4 r cpn�= r- pgui 6 0 Li* V_ 6 di _j _j LL:I V_ 00 +< 00 40 STA. 12+21.83, 18.00LT. STA. 12+21.83, F.O.C. t t ff] -4. t_z I E.V.C. END RAELAIEGIN CM E.L - STA. 14+ 5.02 F.L. P.R.C. -i CNI U: 27 \o^ %J 1.- 0 s 00 CNI U: + + 8 ct 0 6') CL LLJ C3 ui V) F- J W Oil C) C14 Irl: CD IN® cd 0 Q �F 28 ci 6 ,I DRIVEWAY STA. 8+93.46, -F.O.C. _ST& 8+79.09, F.O.C. � DRIVEWAY STA. 8+64.72, F.O.C. 29 B.C.-P.A.F.LZ-MATCH SHEE 5 STA. 8+98.38 C.L. 14.57 LT. STA. 8+74.72 F.L. -j IRV =1I VAP W W f ran - 13+00- F N01#0221 E 400.60" REF • ci 04 00 f- r- co d C4 C3 + + + + C5 4- + + Az% I � v-7 9 Q . jj C8 81 -, co d U: U: CO ft� 02 P. r- C3cl: <� a "-wi CIO M LU V.9 co cn + + T 00W 00 Uj + 6.V.C.-P.A.F.L cn I ;= AY STA. 10+78.62 C.L 12.00 RT.•DRIVEWA, cn cn STA. 11+03.65 C.L. 12.00 RT. a: ROKEBY WAY ITA. 10+7&62 F.L. 1 8 STJ 11 +03.62 F.L. 10 c� W fn (n STA. 12+32.62, SEE SHEET 5 1 1 (PRIVATE STREET) 'STA 10+00.00 C.L. TO 15+02.77 11+02.17 C.L. TO 14+07.92 HORIZONTAL rr TYPE 1-10' TYPE 1-10' DIRECTIONAL ARROW DIRECTIONAL ARROW 1c; 73 . .......................................................... U W 4�2/ - 4' W GORE(TYP.) 00 K -R6-1 R6-1- - R4-7 - ur� cn 4" YELLOW GMQTYPJ 11:1/ < - . '\ 28' KEEP RIGHT N An (ci U I "ONE WAY* *ONE WAY- � 3: -4- --- L 1.1 +1 + > w to 0 Fp M v- !g 04 21 g: g 0 (n Q JR6-1 R4-7 "ONE WAY* TYPE 1 -110T -..-..,.KEEP RIGHT, TYPE 1 -10! 16 .4 z f'' r: DIRECTIONAL ARROW DIRECTIONAL ARROW U_ --OIL 64,94 51 k..� a: TYPE 1-10! DIRECTIONAL ARROW TYPE 1-10! DIRECTIONAL ARROW 15 R5-1 13 DO NOT ENTER CUL-DE-SACR3-2I 11 ti , ` ; STA. 10+00.00 C.L.iNO LM TURN EBRINGTON DRIVE ONE WAY -TRAFFIC CONTROL PLAN SCALE: 1 = 40' 14 B.C./C INTER ' ' "CQN-S88'57'39"E RAD. TABLE 50.00 REF. NO. DESCRIPTION 21 U N I T 1 : t to : ! • ' ' STA. 11+021 C.L. CORVEDALE STREET C STA. 10+44.76, 20.21LT. # 355.00' 0 E.C. STA. 10+57.36, 18.00LT. STA. 10+57.36, F.O.C. 355.08' B.C.-Cau F.L. B.V.C. STA. 10+74.80, 1&OOLT. STA. 11+OZ1' ' C.L. WALDEMAR WAY CL b P.I.V.c. STA. 10+99.80, 1110OLT. STA. 10+99.80, F.O.C. 50. 30' E.V.C. E.C.-END 6* CURB/ STA. 14+55.02 C.L. 12.00 LT. 50.W ELEV. 355.05 TP B.V.C.-P.A.F.L STA. 12+21.83, 18.00LT. STA. 12+21.83, F.O.C. t t ff] C4 t_z I E.V.C. END RAELAIEGIN CM E.L - STA. 14+ 5.02 F.L. P.R.C. -i CNI U: STA. 12+40.50, F.O.C. 353.98' STA. 12+21.83 C.L. 12.00 LT. m •_j STA. 12+71.41, F.O.C. VERT. C> STA. 12+71.83 C.L. 12.00 LT, STA. 14+402 C.L. 12.00 LT. tr VET. CURVE B.C. STA. 14+31.74, 18.00LT. STA. 12+21.831 F.L. 12*52'33" W 0 C> h STA. 14+42.94, F.O.C. a STA.1 12+71.83 F.L. STA. 14+46.02 F.L. STA. 10+21.64, 15.00RT. 17 fe) E.C. T 22 ui B.V.C. STA. 10+78.62, 18.00RT. C-4 355.17' STA. 14+50.89 F.O.C. B.C. STA. 11+02.17, 1&0ORT. STA. 11+03.79, F.O.C. 8 24' C-4 I C) T i it • i• co 7 .(4 -4-40 *i cz I d LL: LL: 20 DRIVEWAY 18 CD ci J 23 LL - ui 0 U_ IA: 45*3423 0000 %ot � TA. 12+92.58, F.O.C. 19 LO 06 0 6 tz I U dtwo(_3 d U3 :2 co rz -: to co + + + c� C3 (3 d 6 (3 LL: J " Lo U., >_ cct < t") cq LI: Oaq m o) LA: I " CS LU 1 + + + m cq 04 N 1 -, d LA_ 114: L ®t- LL: 00 U: 00 OD Lti + L �? V_ co LL. q: + + 6 6 + + LA_ c� W Ll Cd F, < �<; ic<-n- L; 06 1 06 U 06 Lq LO v! < I < + c� +IV I -* * �F < 00 3: + I Co- 4 co + 3: f4i &J c) L in in z V- d to < + �9: 3:: + + %-'W- > CD 04 f6: + >; Lli co!J > + + > IC >: b I -4 (q + +•a 40 LLJ > > NO > 'It ry + 0� < < r- r -Am alin v) I R + C3. W CL in -- I .4 c`4 I cn (of) 11: X-2 ry R/W -i W _j W F ry C --Y U) (LL 1�; < I— co r -d I < cn -j IRV =1I VAP W W f ran - 13+00- F N01#0221 E 400.60" REF • ci 04 00 f- r- co d C4 C3 + + + + C5 4- + + Az% I � v-7 9 Q . jj C8 81 -, co d U: U: CO ft� 02 P. r- C3cl: <� a "-wi CIO M LU V.9 co cn + + T 00W 00 Uj + 6.V.C.-P.A.F.L cn I ;= AY STA. 10+78.62 C.L 12.00 RT.•DRIVEWA, cn cn STA. 11+03.65 C.L. 12.00 RT. a: ROKEBY WAY ITA. 10+7&62 F.L. 1 8 STJ 11 +03.62 F.L. 10 c� W fn (n STA. 12+32.62, SEE SHEET 5 1 1 (PRIVATE STREET) 'STA 10+00.00 C.L. TO 15+02.77 11+02.17 C.L. TO 14+07.92 HORIZONTAL rr TYPE 1-10' TYPE 1-10' DIRECTIONAL ARROW DIRECTIONAL ARROW 1c; 73 . .......................................................... U W 4�2/ - 4' W GORE(TYP.) 00 K -R6-1 R6-1- - R4-7 - ur� cn 4" YELLOW GMQTYPJ 11:1/ < - . '\ 28' KEEP RIGHT N An (ci U I "ONE WAY* *ONE WAY- � 3: -4- --- L 1.1 +1 + > w to 0 Fp M v- !g 04 21 g: g 0 (n Q JR6-1 R4-7 "ONE WAY* TYPE 1 -110T -..-..,.KEEP RIGHT, TYPE 1 -10! 16 .4 z f'' r: DIRECTIONAL ARROW DIRECTIONAL ARROW U_ --OIL 64,94 51 k..� a: TYPE 1-10! DIRECTIONAL ARROW TYPE 1-10! DIRECTIONAL ARROW 15 R5-1 13 DO NOT ENTER CUL-DE-SACR3-2I 11 ti , ` ; STA. 10+00.00 C.L.iNO LM TURN EBRINGTON DRIVE ONE WAY -TRAFFIC CONTROL PLAN SCALE: 1 = 40' 14 8+50 9+00 10+00 11+00 12+00 13+00 (STA. 8+98.83 C.L. CORVEDALE ST. TO 15+44.70 C.L. CORVEDALE ST.) SCALE: 1"= 40' HORIZONTAL 11" = 4' VERTICAL F.O.C. CURVE TABLE 50.00 REF. NO. DESCRIPTION C.L. STATION F.O.C. STATION T.C. ELEV. �® : t to : ! • ' ' • . 0-91 P.R.C. STA. 10+44.76, 20.21LT. # 355.00' 0 E.C. STA. 10+57.36, 18.00LT. STA. 10+57.36, F.O.C. 355.08' f -41 B.V.C. STA. 10+74.80, 1&OOLT. # 45*34!23" b P.I.V.c. STA. 10+99.80, 1110OLT. STA. 10+99.80, F.O.C. 50. 30' E.V.C. STA. 11+24.80, 18.0OLT. STA. 11+24.80, F.O.C. 50.W II'® t i STA. 12+21.83, 18.00LT. STA. 12+21.83, F.O.C. t t ff] C4 C-4 STA. 12+32.55, F.O.C. 354.11' n9 P.R.C. -i CNI U: STA. 12+40.50, F.O.C. 353.98' g P.R.C. STA. 12+68.97, 15.0OLT. STA. 12+71.41, F.O.C. VERT. X'RVE E.C. STA. 12+76.11, 18.00LT. STA. 12+79.36, F.O.C. VET. CURVE B.C. STA. 14+31.74, 18.00LT. Lo 12*52'33" io P.R.C. h STA. 14+42.94, F.O.C. 00 P.R.C. STA. 10+21.64, 15.00RT. STA. 10+22.45, F.O.C. fe) E.C. T bro ui B.V.C. STA. 10+78.62, 18.00RT. STA. 10+80.24, F.O.C. 355.17' B.C. STA. 11+02.17, 1&0ORT. STA. 11+03.79, F.O.C. 355.30' ® T i it • i• r U- *i P PIT fliIIIIIIIIIIII III :A ;9 -i C; LL - ui 45*3423 LO ui La Uj r U3 LA: co cq cq OD V) LU 1 cq cq Q: V_ co • Ll W LL. I Co- 4 ui cd f- f4i &J c) L cd CNI z V- d to z LU + >: C3. >:!tf IC >: b I -4 (q + +•a F j '0 + + V_ C3 LLI wC) j< -i W _j W AMR• .# ui W c/) ri * tn LJ z Uj r Uj W �<; U: cd in I a- J -1 Uj PROPOSED FLOWLINE CL V) iL F ui:m -40 .14) -1 - W W to W ui LL_ U: cli --S-a5 5% LL: to .a! 01 m C14 LA >: L.: LZ - -1,00 d U: c.+ cl: + + C> +Uj 0 -i cl: ILL: c� to U: + ":: =0.86X 0 M iq I Ig- c PROPOSED EAST FLOWU14E S t4. 65v .30% 0 C4 W ui U) cq Cm C, Uj in < C3 C3 < d m CA -W r ui S= -0.25X S= -0,25X 8+50 9+00 10+00 11+00 12+00 13+00 (STA. 8+98.83 C.L. CORVEDALE ST. TO 15+44.70 C.L. CORVEDALE ST.) SCALE: 1"= 40' HORIZONTAL 11" = 4' VERTICAL 364 362 360 358 356 354 352 350 348 F.O.C. CURVE TABLE 50.00 REF. NO. DESCRIPTION C.L. STATION F.O.C. STATION T.C. ELEV. �® : t to : ! • ' ' • . 0-91 P.R.C. STA. 10+44.76, 20.21LT. # 355.00' 0 E.C. STA. 10+57.36, 18.00LT. STA. 10+57.36, F.O.C. 355.08' f -41 B.V.C. STA. 10+74.80, 1&OOLT. # 45*34!23" b P.I.V.c. STA. 10+99.80, 1110OLT. STA. 10+99.80, F.O.C. 355.31' 6 E.V.C. STA. 11+24.80, 18.0OLT. STA. 11+24.80, F.O.C. 355.0EV II'® t i STA. 12+21.83, 18.00LT. STA. 12+21.83, F.O.C. t t ff] C4 C-4 STA. 12+32.55, F.O.C. 354.11' n9 P.R.C. -i CNI U: STA. 12+40.50, F.O.C. 353.98' g P.R.C. STA. 12+68.97, 15.0OLT. STA. 12+71.41, F.O.C. # 11 E.C. STA. 12+76.11, 18.00LT. STA. 12+79.36, F.O.C. 353.91' B.C. STA. 14+31.74, 18.00LT. Lo 12*52'33" P.R.C. dk STA. 14+42.94, F.O.C. 353.44! P.R.C. STA. 10+21.64, 15.00RT. STA. 10+22.45, F.O.C. fe) E.C. T STA. 10+30.41, F.O.C. ui B.V.C. STA. 10+78.62, 18.00RT. STA. 10+80.24, F.O.C. 355.17' B.C. STA. 11+02.17, 1&0ORT. STA. 11+03.79, F.O.C. 355.30' ® T i it • i• r "w • �• P PIT fliIIIIIIIIIIII III 'p 1* !�Uj -i C; LL - ui 45*3423 5 UJ ui La Uj Uj W) U3 LA: co cq cq OD V) 1 cq cq Q: V_ co • to W LL. I Co- 4 364 362 360 358 356 354 352 350 348 %JV*t 362 360 358 356 354 352 350 348 364 362 360 358 356 354 352 ,zr,n 16+00 F.O.C. STATIONING TABLE - CORVEDALE STREET 50.00 REF. NO. DESCRIPTION C.L. STATION F.O.C. STATION T.C. ELEV. STA. 14+62.18, 10.00RT. B.C. STA. 8+96.34, 20.211-T. STA, 8+63.21, F.O.C. 354.18' 0-91 P.R.C. STA. 10+44.76, 20.21LT. VERT. CURVE 355.00' 0 E.C. STA. 10+57.36, 18.00LT. STA. 10+57.36, F.O.C. 355.08' f -41 B.V.C. STA. 10+74.80, 1&OOLT. STA. 10+74.80, F.O.C. 355.18' b P.I.V.c. STA. 10+99.80, 1110OLT. STA. 10+99.80, F.O.C. 355.31' 6 E.V.C. STA. 11+24.80, 18.0OLT. STA. 11+24.80, F.O.C. 355.0EV 0 B.V.C. STA. 12+21.83, 18.00LT. STA. 12+21.83, F.O.C. 354.21' ff] C4 C-4 STA. 12+32.55, F.O.C. 354.11' n9 P.R.C. -i CNI U: STA. 12+40.50, F.O.C. 353.98' g P.R.C. STA. 12+68.97, 15.0OLT. STA. 12+71.41, F.O.C. 353.86' 11 E.C. STA. 12+76.11, 18.00LT. STA. 12+79.36, F.O.C. 353.91' B.C. STA. 14+31.74, 18.00LT. Lo 353.52' P.R.C. dk STA. 14+42.94, F.O.C. 353.44! P.R.C. STA. 10+21.64, 15.00RT. STA. 10+22.45, F.O.C. fe) E.C. STA. 10+28.78, 18.00RT. STA. 10+30.41, F.O.C. ui B.V.C. STA. 10+78.62, 18.00RT. STA. 10+80.24, F.O.C. 355.17' B.C. STA. 11+02.17, 1&0ORT. STA. 11+03.79, F.O.C. 355.30' 0- z >; >; !:tf ce 'p 1* !�Uj -i C; LL - ui 5 UJ ui La Uj Uj W) U3 LA: co cq cq OD V) cq cq Q: V_ co • to W LL. I Co- 4 L 7 cd f- f4i &J c) L cd CNI z V- d z z LU + C3. IC W) M + +•a + + CL + + V_ C3 LLI wC) j< AMR• .# c/) C3 CD 15 r Uj z �<; cd in I a- 1-Z cn PROPOSED FLOWLINE CL V) iL (A ui:m co W 39.27 $ W L= --S-a5 5% 0 I -S.. -O.86% ------- =0.86X M iq 4 to PROPOSED EAST FLOWU14E S t4. 65v .30% ui _j UJ cq Cm C, < ui %JV*t 362 360 358 356 354 352 350 348 364 362 360 358 356 354 352 ,zr,n 16+00 LV41-21 11 F-11 ilk in FA I no 61, 1161, Lm F.O.C. STATIONING TABLE - CORVEDALE STREET 1ESCRIP11ON REF. NO. DESCRIPTION C.L. STATION F.O.C. STATION T.C. ELEV. STA. 14+62.18, 10.00RT. B.C. STA. 8+96.34, 20.211-T. STA, 8+63.21, F.O.C. 354.18' 0-91 P.R.C. STA. 10+44.76, 20.21LT. STA. 10+44.50, F.O.C. 355.00' 0 E.C. STA. 10+57.36, 18.00LT. STA. 10+57.36, F.O.C. 355.08' f -41 B.V.C. STA. 10+74.80, 1&OOLT. STA. 10+74.80, F.O.C. 355.18' a] P.I.V.c. STA. 10+99.80, 1110OLT. STA. 10+99.80, F.O.C. 355.31' 6 E.V.C. STA. 11+24.80, 18.0OLT. STA. 11+24.80, F.O.C. 355.0EV 0 B.V.C. STA. 12+21.83, 18.00LT. STA. 12+21.83, F.O.C. 354.21' ff] B.C. STA. 12+32.54, 18.001-T. STA. 12+32.55, F.O.C. 354.11' n9 P.R.C. STA. 12+39.69, 15.00LT. STA. 12+40.50, F.O.C. 353.98' g P.R.C. STA. 12+68.97, 15.0OLT. STA. 12+71.41, F.O.C. 353.86' 11 E.C. STA. 12+76.11, 18.00LT. STA. 12+79.36, F.O.C. 353.91' B.C. STA. 14+31.74, 18.00LT. STA. 14+34.99, F.O.C. 353.52' P.R.C. dk STA. 14+42.94, F.O.C. 353.44! P.R.C. STA. 10+21.64, 15.00RT. STA. 10+22.45, F.O.C. 353.45" E.C. STA. 10+28.78, 18.00RT. STA. 10+30.41, F.O.C. 354.90! B.V.C. STA. 10+78.62, 18.00RT. STA. 10+80.24, F.O.C. 355.17' B.C. STA. 11+02.17, 1&0ORT. STA. 11+03.79, F.O.C. 355.30' • 0.11 V 01*0 21 0 1 I V .2 2. AMR• .# LV41-21 11 F-11 ilk in FA I no 61, 1161, Lm F.O.C. STATIONING TABLE - CORVEDALE STREET 1ESCRIP11ON REF. NO. DESCRIPTION C.L. STATION F.O.C. STATION T.C. ELEV. STA. 14+62.18, 10.00RT. B.C. STA. 8+96.34, 20.211-T. STA, 8+63.21, F.O.C. 354.18' 0-91 P.R.C. STA. 10+44.76, 20.21LT. STA. 10+44.50, F.O.C. 355.00' 0 E.C. STA. 10+57.36, 18.00LT. STA. 10+57.36, F.O.C. 355.08' f -41 B.V.C. STA. 10+74.80, 1&OOLT. STA. 10+74.80, F.O.C. 355.18' a] P.I.V.c. STA. 10+99.80, 1110OLT. STA. 10+99.80, F.O.C. 355.31' 6 E.V.C. STA. 11+24.80, 18.0OLT. STA. 11+24.80, F.O.C. 355.0EV 0 B.V.C. STA. 12+21.83, 18.00LT. STA. 12+21.83, F.O.C. 354.21' ff] B.C. STA. 12+32.54, 18.001-T. STA. 12+32.55, F.O.C. 354.11' n9 P.R.C. STA. 12+39.69, 15.00LT. STA. 12+40.50, F.O.C. 353.98' g P.R.C. STA. 12+68.97, 15.0OLT. STA. 12+71.41, F.O.C. 353.86' 11 E.C. STA. 12+76.11, 18.00LT. STA. 12+79.36, F.O.C. 353.91' B.C. STA. 14+31.74, 18.00LT. STA. 14+34.99, F.O.C. 353.52' P.R.C. STA. 14+38.88, 15.00LT. STA. 14+42.94, F.O.C. 353.44! P.R.C. STA. 10+21.64, 15.00RT. STA. 10+22.45, F.O.C. 353.45" E.C. STA. 10+28.78, 18.00RT. STA. 10+30.41, F.O.C. 354.90! B.V.C. STA. 10+78.62, 18.00RT. STA. 10+80.24, F.O.C. 355.17' B.C. STA. 11+02.17, 1&0ORT. STA. 11+03.79, F.O.C. 355.30' LV41-21 11 F-11 ilk in FA I no 61, 1161, Lm F.O.C. STATIONING TABLE - WALDEMAR WAY 1ESCRIP11ON REF. NO. DESCRIPTION C.L. STATION F.O.C. STATION T.C. ELEV. STA. 14+62.18, 10.00RT. P.I.V.C. STA. 11+03.65, 18.00RT. STA. 11+05.24, F.O.C. 355.31' 0-91 E.V.C. STA. 11+29.45, 18.00RT. STA. 11+30.24, F.O.C. 355.09' 0 B.C. STA. 11+42.42, 1&OORT. STA. 11+42.79, F.O.C. 354.9Er 21 P.R.C. STA. 11+57.11, 13.69RT. STA, 11+57.91, F.O.C. 354.77" P.R.C. STA. 11+83.91, 13.69RT. STA. 11+84.82, F.O.C. 354.55' E.C. STA. 11+98.61, 18.0ORT. STA. 11+99.94, F.O.C. 354.51' B.C. STA. 13+28.95, 18.00RT. STA, 13+26.24, F.O.C. 353.41' P.R.C. STA. 13+36.19, 15.05RT. STA. 13+34.07, F.O.C. 353.29' LV41-21 11 F-11 ilk in FA I no 61, 1161, Lm N."I -01 mm 1ESCRIP11ON STA. 12+82..39, 10.00RT. GRADE BREAK STA. 12+77.10, 13.39LT. STA. 14+62.18, 10.00RT. P.R.C. STA. 14+63.96, 17.59RT. Know what's below. e ore you lig. 1ESCRIP11ON GRADE BREAK STA. 12+77.10, 13.39LT. P.R.C. L 12+80.96,10.001-T. -STA.. STA. 13+82.67, 1O.00LT. GRADE BREAK STA. 13+90.61, 11.30LT. STA. 14+06.39, 26.86LT. 353.21 Know what's below. e ore you lig. I 0 co A % M t` p 00 TEMPORARY 6' HIGH CHAIN LINK FENCE PER C.O.B. STD. D-10 EASEMENT PER C.O.B. DOC.#00216174206. LEGENUL ABBREVIATIM FL FLOWLNE POVC POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE EC END CURVE TC TOP OF CURB PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE P.O.C. POINT ON CURVE FC FINISHED CONCRETE PA PROPERTY UNE R/W RIGHT-OF-WAY E.P. EDGE OF PAVEMENT A.P. ANGLE POINT F.O.C. FACE OF CURB C/G CURB AND GUTTER P.A.F.L. PARKING AREA FLOW UNE Q 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 & INSTAL_ METRO STREET SIGN PER C.O.B. STD. T-1. FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. STANDARD OR APPROVED EQUAL. (SEE DETAIL '6" ON SHEET 10) - - FURNISH & INSTAL_ STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST -14. - 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) LEG EN (ON -11, R1-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: -�- "R1-1" - STOP WAY "S5-2' - END SCHOOL ZONE "R6-1" - TONE "R5-1" - DO NOT ENTER pW31(CA)" -END "R26(CA)' - NO PARKING WI4-1 -DEAD END "W14-2" - NO OUTLET " R3 -5R" - RIGHT TURN ONLY "WI -a' -DOUBLE ARROW "R4-7" - KEEP RIGHT " " "R81(CA)" - BIKE LANE Wt -6 - ANGLE ARROW "W3-3" - SIGNAL AHEAD 'W1-1" - CURVE ARROW -- D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS 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. ® CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER C.O.B. STD. D-14 WITHOUT WINGS, UNLESS NOTED OTHERWISE. s SEWER - REFER TO SEWER & STORM DRAIN PLANS SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. ®■ ■ ® ■ ■ ® ■ ■ TRACT BOUNDARY �■ �■ t. UNIT BOUNDARY PARKING AREA - SEE CON1STRUCTTON NOTE 6. t, LEGEND CONT.: CURVE NUMBER FOR CURVE DESCRIPTION ITEM OF WORK - SEE SCHEDULE Q FACE OF CURB STATION - SEE TABLE NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. SECTION LEITER L- __ -- A 2 SHEET WIRE SECTION IS SHOWN- big= Hbig ' 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN PLANS AND DETAILS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 0.45' AGGREGATE BASE OVER 0.50' COMPACTED Q.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 3. HIGHGATE PARK BOULEVARD - PAVEMENT TO BE 0.30' TYPE 'A" A.C. OVER 0.55' AGGREGATE BASE OVER 0.65' 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. 5. ALL CROSS SLOPES SHOWN FOR REFERENCE ONLY. CONTRACTOR TO VERIFY ALL CROSS SLOPES ARE WITHIN CITY STANDARDS. (1.5% MIN. TO 3.4% MAX.) U 1\1 IT (N OT A PA RTI, HIGHGATE HEATH AVENUI SEE SHEET3 N, ii 4 _ I to I1 ! HIGHGATE HEATH AVENUE SEE SHEET 3 DELAMERE STREET (PRIVATE STREET) 1 HORIZONTAL e rn Z mo ip R -" rrJ � �( S".. 2 r ^Y. ^7y �� �` • to ftO$ 20+00 21+00 22+00 2+00 24+00 (STA. 19+99.52 C.L. TO 25+43.48 C.L.) SCALE: 1" = 40' HORIZONTAL 1" = 4' VERTICAL 21.3 100 OQ' TANMMT I VFRT N IRVF 382 360 358 356 354 352 350 348 348 344 F.O.C. STATIONING TABLE ®- DELAMERE STREET RADIUS CD DESCRIPTION w F.O.C. STATION m -00 0 --T STA. 19+99.52, 18.00LT A Ui 350.87 0 B.C. J 1.* 44 N ..J ` 0 !c, STA. 20+37.38, 15.00LT. M C4 Ifs ® _ P.R.C. 0) STA. 21+82.48, F.Q.C. 350.97 [5� E.C. STA. 21+88.81, 18.00LT. N 351.19 ., B.C. .r- STA. 22+29.87, F.O.C. +�CD n P.R.C. STA. 22+35.38, 15.00LT STA. 22+37.82, F.O.C. M ® LO STA. 23+53.66, 15.001.7. STA. 23+57.73, F.O.C. 353.05 ® E.C. STA. 23+60.81, 1&OOLT. STA. 23+65.68, F.O.C. cl. © i r w 352.85 11 P.C.C. STA. 25+15.57, 1&OOLT STA. 25+25.32, F.O.C. 352.58 [2] P.R.C. STA. 25+22.52, 14.921-T. STA. 25+33.51, F.O.C. 352.49 ® UNIT BOUNDARY STA. 19+99.52, 18.00RT. C4 to .Li v ® B.C. STA. 20+30.24, 18.00RT. STA. 20+28.62, F.O.C. 350.79 ® P.R.C. STA. 20+37.38, 15.00RT. z 350.72 © P.R.C. STA. 21+81.66, 15.00RT. STA. 21+82.48, F.O.C. b. E.C. STA. 21+88.81, 18.00RT. to W'r- ® B.C. STA. 23+17.74, 18.00RT. § 353.34 a 4 LO w ® M .') , Q M P.R.C. STA. 23+54.16, 15.00RT. 4r% (fir - j �° �' s �- '-' >+'� STA. 23+66.18, F.O.C. 17" - *. - -11 STA. 24+34.19, 18.00RT. -. -i . -N-.: I � C w STA. 24+96.82, F.O.C. W U -< P.R.C. " ft STA. 25+04.52, F.O.C. .3 . -Wj W1 0! z � a a '� U:® '® A to to rn' > o oo 'n �' 4c - _ ``' "�,,� w - -" .4 p --�i vto `, r- --� OR 19 �' .- to z n ...i It w •-- M ( � Its" < Z �- ® ad . 000 U: c(G �° v cr I ``' '�' - + I w w w w z w wV}! wiz �r .r v I civ o �z w .0 ®® ko v 'w laz z " W z � _ + m m J M nl- e �= ® ¢ c.' S I ®�'- 'r' A OX. EXISTG �- eri OR m z +- J a cr;I-ODc"v ccs ao w = '+c w ®c) � I N a v 0 0!: CL a w n z w in + + c� tet- � M GR FLO NE °' `` «> �. . tc - as - -iv w N m• � 04 to- LL in = .Mw cr- = C. _z z�r v g� za"Q- ¢ .4w oi' � ---- cd in S=-0, va- tlmcch 'n l:-34. �> 3'ww N w J��� .. j m W o =39.27' L=.30.27" & w= In PRIX' PROJECTI S= OF 0.33% PROPOSED WEST OWUNE .v zm 70)c S= 0.29% N W S=_% � S=155% W. VERTICAL CURVE TNR GH �z � maw L0 TEMPORARY (SEE DET SUMP IL "A") OP SED WET LO re) o 5=0.50% -0. Lq to S=-0.39 A FLOWI.i E S=O. 5% a w ~45�? rn �- `'' '�' jj c� > > +rCL'W>'-- .03" pc; W W w w W z ® w U -i w10 m 19v�• lbiw 4<< <<V ° L=3 .27 =39.27' ��, PROPOSED EASTOANE `0 a. S=-0.2 5 =0. lei 1% S=- 0% g - 'a -I-",-+gin Z9XF �t?0 EAST _ . ` - cV g -- 7 0-1 m FLOWU E r co'i TICOAL CURVE - ftO$ 20+00 21+00 22+00 2+00 24+00 (STA. 19+99.52 C.L. TO 25+43.48 C.L.) SCALE: 1" = 40' HORIZONTAL 1" = 4' VERTICAL 21.3 100 OQ' TANMMT I VFRT N IRVF 382 360 358 356 354 352 350 348 348 344 20+00 21+00 2+00 3+00 (STA. 19+99.52 C.L. TO 25+26.46 C.L.) SCALE: 1" = 40' HORIZONTAL 1" = 4' VERTICAL 11, A F.O.C. STATIONING TABLE ®- DELAMERE STREET RADIUS CD DESCRIPTION C.L. STATION F.O.C. STATION m -00 0 --T STA. 19+99.52, 18.00LT STA. 19+97.90, F.O.C. 350.87 0 B.C. J 1.* 44 N ..J ` 0 !c, STA. 20+37.38, 15.00LT. M C4 Ifs ® _ P.R.C. 0) STA. 21+82.48, F.Q.C. 350.97 [5� E.C. STA. 21+88.81, 18.00LT. STA. 21+90.43 F.O.C. 351.19 ., B.C. .r- STA. 22+29.87, F.O.C. +�CD n P.R.C. STA. 22+35.38, 15.00LT STA. 22+37.82, F.O.C. M ® LO STA. 23+53.66, 15.001.7. STA. 23+57.73, F.O.C. 353.05 ® E.C. STA. 23+60.81, 1&OOLT. STA. 23+65.68, F.O.C. tis © i r w 352.85 11 P.C.C. STA. 25+15.57, 1&OOLT STA. 25+25.32, F.O.C. 352.58 [2] P.R.C. STA. 25+22.52, 14.921-T. STA. 25+33.51, F.O.C. 352.49 ® UNIT BOUNDARY STA. 19+99.52, 18.00RT. C4 to .Li v ® B.C. STA. 20+30.24, 18.00RT. STA. 20+28.62, F.O.C. 350.79 ® P.R.C. STA. 20+37.38, 15.00RT. z 350.72 © P.R.C. STA. 21+81.66, 15.00RT. STA. 21+82.48, F.O.C. W E.C. STA. 21+88.81, 18.00RT. STA. 21+90.43, F.Q.C. 351.17 ® B.C. STA. 23+17.74, 18.00RT. STA. 23+19.37, F.Q.C. 353.34 a tt? STA. 23+24.88, 15.00RT. ® M .') , Q M P.R.C. STA. 23+54.16, 15.00RT. 4r% (fir - j �° �' s �- '-' >+'� STA. 23+66.18, F.O.C. 353.17 ® 4j STA. 24+34.19, 18.00RT. STA. 24+39.07, F.O.C. w N %ti " � C w STA. 24+96.82, F.O.C. 352.66 > P.R.C. w STA. 25+04.52, F.O.C. 352.58 z th CO II w>: p t;,9 > z r® J M F- ,�� N �.; w w w wiz -j o �z w .0 ®® ¢+ �0 w + rR: S I zrn+ a 00 �- w � s o - ° w N m• � 04 := = .Mw cr- = coc t oi' � N w j m W o & w= In m n .v zm 70)c n N W `�Uci' � W. �z � maw cUw -0. to S=-0.39 A C a w ~45�? v .03" a U z ® w U -i w10 19v�• ° L=3 .27 =39.27' ��, PROPOSED EASTOANE `0 a. S=-0.2 5 =0. lei 1% S=- 0% g - Z9XF �t?0 EAST _ . ` - cV g -- 7 -, c!' FLOWU E M co'i aS=0.25% > > > > o M aw w w w w00 z a; w � > + j 00 W 00 > a+ .- ¢ -.' Ct_ cn a c„j � cn _ ---- ---- ---- - can --- --- 50.00' _VERTICAL-- RVE ---- - -- - --- - - - -- - - - -- - -- - -- -- - - - i _ 20+00 21+00 2+00 3+00 (STA. 19+99.52 C.L. TO 25+26.46 C.L.) SCALE: 1" = 40' HORIZONTAL 1" = 4' VERTICAL 11, A CURVE TABLE F.O.C. STATIONING TABLE ®- DELAMERE STREET RADIUS REF. NO. DESCRIPTION C.L. STATION F.O.C. STATION T.C. ELEV. 0 UNIT BOUNDARY STA. 19+99.52, 18.00LT STA. 19+97.90, F.O.C. 350.87 0 B.C. STA. 20+30.24, 18.00LT. STA. 20+28.62, F.O.C. 350,78 0 P.R.C. STA. 20+37.38, 15.00LT. STA. 20+36.57, F.O.C. 350.70 ® _ P.R.C. STA. 21+81.67, 15.00LT. STA. 21+82.48, F.Q.C. 350.97 [5� E.C. STA. 21+88.81, 18.00LT. STA. 21+90.43 F.O.C. 351.19 ® B.C. STA. 22+28.24, 1&OOLT.. STA. 22+29.87, F.O.C. 352.06 n P.R.C. STA. 22+35.38, 15.00LT STA. 22+37.82, F.O.C. 352.16 ® P.R.C. STA. 23+53.66, 15.001.7. STA. 23+57.73, F.O.C. 353.05 ® E.C. STA. 23+60.81, 1&OOLT. STA. 23+65.68, F.O.C. 353.09 © B.C. STA. 24+34.17, 18.00LT. STA. 24+39.07, F.O.C. 352.85 11 P.C.C. STA. 25+15.57, 1&OOLT STA. 25+25.32, F.O.C. 352.58 [2] P.R.C. STA. 25+22.52, 14.921-T. STA. 25+33.51, F.O.C. 352.49 ® UNIT BOUNDARY STA. 19+99.52, 18.00RT. STA. 19+97.90, F.Q.C. 350.85 ® B.C. STA. 20+30.24, 18.00RT. STA. 20+28.62, F.O.C. 350.79 ® P.R.C. STA. 20+37.38, 15.00RT. STA. 20+36.57, F.O.C. 350.72 © P.R.C. STA. 21+81.66, 15.00RT. STA. 21+82.48, F.O.C. 350.93 E.C. STA. 21+88.81, 18.00RT. STA. 21+90.43, F.Q.C. 351.17 ® B.C. STA. 23+17.74, 18.00RT. STA. 23+19.37, F.Q.C. 353.34 Q P.R.C. STA. 23+24.88, 15.00RT. STA. 23+27.32, F.O.C. 353.26 P.R.C. STA. 23+54.16, 15.00RT. STA. 23+58.32, F.O.C. 353.13 0 B.C. STA. 23+61.31, 18.00RT. STA. 23+66.18, F.O.C. 353.17 ® P.R.C. STA. 24+34.19, 18.00RT. STA. 24+39.07, F.O.C. 352.89 P.R.C. STA. 24+95.63, 18.00RT. STA. 24+96.82, F.O.C. 352.66 P.R.C. I STA. 25+02.96, 15.09RT. STA. 25+04.52, F.O.C. 352.58 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C1 10.00' 7.95' 4.20' 45'34'23" C2 25.00' 39.27' 25.00' 90'0o'OO" C3 318.00' 86.26' 43.40' 15'32'29" C4 312.00' 98.66' 49.74' 18°07'03" C5 3OO.00' 139.36' 70.96' 26'36'53" C6 288.00' 73.27' 36.83' 14°3434" C7 282.00' 57.75' 28.98' 11 °44'01" C8 10.00' 8.18' 4.34' 46°53'25" C9 10.00' 7.60' 4.00' 43°34'21" C10 676.10' 15.00' 7.50' 116'16* C11 25.00' 34.33' 20.49' 78'40'O6" C12 10.00' 7.71' 4.06' 44'09'32" C13 10.00' 8.36' 4.44' 47'54'34" C14 666.56' i 5.00' 7.50' 1 17'21" C15 25.00' 45.63' 32.34' 104"34'57" _ p D.W.S. ELEV. = 349.04' VOLUME PROVIDED = 1.68 AC -FT VOLUME REQUIRED = 1.55 DIFFERENCE = 0.13 AC -FT BOTTOM ELEV. = 342.04' rA� SECTION 7 SCALE: 1" = 10' cm' i I t 4i STATIQN TABLE SIBS"A"; Ck INTERSECTION STA. 21+09.52 C.L. DELAMERE STREET CL = STA. 14+79.00 C.L. HIGHGATE HEATH AVENUE CL CE INTERSECTION STA. 22+94.52 C.L. DELAMERE STREET CL = STA. 12+42.50 C.L. STA. ROKEBY WAY CL TEMPORARY SUMP CALCULATIONS: " AREA 1: 6.62 t 2.65 AREA • 0-64 AREA • 1.66 AREA , AREA 5; 5.11 0.56.• AREA • 0.87 0.40 AREA 7: 0 • AREA 1 0.61 REQUIRED VOLUME 0.15 x F(CxA) = 0.15x(10.37) = 1.55 AC --FT (SEE DRAINAGE STUDY FOR AREAS) AREA TOP = 0.15 AC AREA MID = 0.24 AC AREA BTM = 0.33 AC PROVIDED VOLUME (1 /5)x(0.15+(3x0.24)+0.33)x7 = 1.68 AC --FT QQNSIBUC310b] NOTES: 1 CONSTRUCT TYPE 'B" CURB & GUTTER PER C.O.B. STD ST -1 2 CONSTRUCT 5' DETACHED STANDARD TYPE SIDEWALK PER C.O.B. STD ST -3 3 INSTALL STREET Simi PER C.O.B. STANDARD DETAIL T-1. CONSTRUCT HANDICAP RAMP PER CALTRANS 2010 REVISED STANDARD PLAN R.S.P. A88A-CASE A OR F - DETAIL "5" ON SHEET 10. CONSTRUCT 6" CONCRETE CURB HATH 12' TOTAL CURB HEIGHT AND 6 REVEAL PER DETAIL 1 ON SHEET 10. {6 PARKING AREA 6" THICK CONCRETE- SEE DETAIL "4" ON SHEET 10. � INSTALL W31(CA) SIGN WITH OM4-3 MARKER AT UNIT BOUNDARY OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED AT THE SAME TIME. REMOVE AND SALVAGE SIGN W1�TH CONSTRUCTION OF ADJACENT PHASE. �8 CONSTRUCT TYPICAL STREET CORNER - SEE DETAIL "2" ON SHEET 10. CONSTRUCT TYPICAL STREET BULGE - SEE DETAIL '3' ON SHEET 10. 10 CONSTRUCT TYPE "M" MEDIAN CURB WITH 10" REVEAL PER C.O.B. STD. ST -2 11 CONSTRUCT 10' WIDE MEANDERING MULTI-PURPOSE TRAIL PER C.O.B. SIDEWA SPECIFICATIONS ON STD. ST -3. 2 CONSTRUCT 5' WIDE MEANDERING SIDEWALK PER C.O.B. SIDEWALK SPECIFICATIONS ON STD. ST -3. 13 EXISTING OVERHEAD POWERPOLE TO BE RELOCATED UNDERGROUND BY OTHEF 14 EXISTING IRRIGATION VALVES, EQUIPMENT & ASSOCIATED IRRIGA11ON LINES TO BE REMOVED BY OTHERS. 15 PROPOSED EDGE OF PAVEMENT 16 EXISTING PIPELINE MARKER TO BE REMOVED. PAINT 12' LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS 1 T STANDARD SPECIFICATIONS PTH-02ALKYD 18 EXISTING 24" SO. CAL GAS PIPELINE TO BE PROTECTED IN PACE. SEE SOUTHERN CALIFORNIA GAS COMPANY NOTES ON SHEET 1. 19 FUTURE SIDEWALK TO BE APPROVED AND CONSTRUCTED WITH FUTURE RECREA11ONAL CENTER PLANS. Anow what's below. Cal I before you dig., - to ou -IIIIIIIII JT RA Ct 7 299 \ t 1TRA t q'. y I 1 1 I 1 t 7302 e 1 UIN TRACT BOUNDARY <n -j I 1 UIN 2 w Cj 10-0 w + �� �� �• ! �o L.V.-��`� 6' g/ '���f 4® H i cc 91 TRACT BOUNDARY 06 Z °". Ji mei �uh2 U U ]'\A'] T 1I I t I 1 t ?� 4:8, 0 3 w 20 WIDE SE u, g ® p ``' ib EASEMENT TO BE + 04 4q' 13 1 �. ,.� ` �+ +� L= DEDICATED WITH TRACT ~'`` 4y/ ``• --� -+ I -° '-` 9 i 1 0 i j it 7300 UNIT 2 FINAL MAP ! 11 16 cli� I � 12 �` 1 h S 4 ^ r Gi V C 3 Cr C:� ®� / t= '�°'?"'� ``� v ti ..� J z �. tz�i. J J ® w = ® -' -' 14 t _° i ' ��•. w v cS v V ti �"' ® o J --� ® © o 1(� --! cb c � + 0 1 ! a --� 1 I ! J 1 �'` 20 U oX Cs ti O! v v t� I Lam. t ! I1 ¢ c i vx. 1 ._r �" -i _ i r= t_ l o N N Q o ` ti et%� 1® t,. I I z V V ti 1 � e i 1 � w 0 �t N I J o v L� O Cy °... + cv C4 ® 8 o Q.• �; a «� o L�. L �: J ��_ N � 17 18 0 � 1 g '`moi Q N d >- ', ter- CV o a ci .J -W c°'» U_ L[) Ci LCi u 3 r- ori L i �ci L , $ LL: oa i-. (1 � •m- ,�. !+� c.� Q , °a � a c> ®� a 7 O O Ls. ++ CS> r a r N N N V N N N N yr `�' �•• T-% `- ® J U J r MCL ' "" C.) r V d r V �. , J CJ + "� "{ Q o Lt7 ci Q M N N }+ + > QO r 0i C+0 r+7 C0 r7 : - N 00 i� .d; ? --3 d' Cy c� cta ta: "3 (j G.= L�- („j Ka .i - 3 1�. 1 J 2 .. J �i O C? C7 V V ti Q N *- 'S N rrA `� cn r r r C? MMM ce> �. m N `Z ap c9� L[A LL r r cV Q +� tJ Li M CJ J U Li -! ! I + V r r r � + I + LA: � L+G + I � -+- .}. I + + t I �, r � ti .- r oo w C) � 6 ! z ti � � C51 � J a o 1 o c� tS ti ®! � -' -' L,,: o J t �. Li w w I w w w w r� Ln + + . + + cci .- ► i . o, 0) o tet• ao ! �- I ® I W ( c S �: c > L+. I �L• Ln r" N cD ` a Ci �+- Li t� ti . Li rn et" i N N N +� r r d eL u7 F¢_' tQ-• ! d > ! N Lt� L L. z vi U_ Li w(3 a s O a ® 4' o .ti .t • ¢ > r > a ¢ ¢ ¢ ! r a ¢ ¢ •1c > .- r 4 >_ ' �: I > .- t > z r ca r co c� cLa cn �, -j 06 34 ` ,`ti �i �i ,Q v i- F-- �.. t- i-- �- Z t- a- t- i� i co cn cn z r cL r r .,� + eci --� �i co r•. cc �' M w �n ;> o a c�i ,�; cn ® p L� �, y r r^� LL.MN O ++ M .4Nr Ctin N <[ n ¢ < ¢ ,� d �-' �- <t Q Q ¢ U ¢ Q '¢ .� ,- v, �'� .� 6kA w m rr ,� c� ® .� csi rM c� "`z L� i to W c� cn cn N w to cn cn ca '°� ¢ a t ! ! CIA a cc> m cv ' �' >- N Q �' Ln o o d o . c•1 J L` in M � CON, ,� <c . ca ¢ ¢ Q i 0 +++ +$ r �.NN >N to t!7 Win V3 CJ 4 r, n Lam. + + N 1`•. N + $ + rn o o 6n 4 } t-- F M-- I- �- I- t!A N f- t- �- h- . H N • Q Q G 3 L2� + C7 $ + to F'v r. r.a tom+ bo - N N � � N N N N N rrA L>a i a: ad CU >- prj vi t+) �L• � + co � r r cn cn R/W V) cn cn 3 5 4 2 U, to t-- E - L- L" + ¢ r r Lri a U_ r a Rci >- >- 4: LYA v ¢ o t� Q- a 8 w ''•� `� "" z' .-• � r r w tp to + + + cJ r► .- �•e 1 = 3 c i R W 6 > ,� .y -�-! �.. �~ ;~� +i Nj. + `+° +! + �a r� rn + I J3 rn cm rn � rn c� o c� I �- V 'n <- < 041 ' c e 1 3 1 9 <t Cy ^.-.! ' oa co r > 1 > I I LY Cv _ 'J 6 % 5 Q c�_ i-- F- w PO (1 Lil ts! 0 r r r N N Q > �l OO a0 1 C? 1 7 r'F00 •L.,/, L .1. t $ 1 (} co) 1d 4 FtQ-� htQ�- ht^ hQ= r f Q �- r W z MQ-F-�- r Z FQ-iQ- cL '4 Q N a. on J .+... f t 7 = r r t r t r t i r f I r t i + t, U% � Q Q w vi �nf- 6 c� I r` V J M i z V 4 mr. ♦ Q Q Q Q Q r f ! f I f f f N Ln o w Cn I3+ f` L". r' f } d{ } �' • Cn iii �` tt t" t 1 i 1 1 F - i } t r 1 t � Cn 1 } r , . i- L' .-..1..«.:.®. i...«..«�.i...i..»...e...e.a. .i't.®,'... r: .i` to 91 16 17 � 5 o s 12+ � r 8 S. t 13+fl05 � � 6 s -14+00 s 8 S . -15+00 S 1 16+00 .,�f, A�,��..F `�.a t•�.}: `.;' °' / t �� , , 3 12 13 14 15 S56 45 26 E 208.25 - - 1 - -�- ®_ ro -- _ S 8 _ �. f:` i ,• t . � •... f 6 ! ' 1 S56'45'26"E 141.42' 1 ---_ - 6 �'�� t� } } 1 t jy.-�•- .. .:.. � ,,aappp�------~._"� r f r // 1 Gi0 " i 'a _ ~ __ _ c 2 1 1�.. �� _!. .,1..' .d. L �:�. f Li..t...�.�..1. Ja.�.e' 1 ' . � ��. � � f � � �r `x "� -ii• t00 (� t i . .�.t ... ..�. (. �' i1"�'4'.f 1 D .i .� ......tom. �.,.-a.......s� .. .�.�.. t`7^"s•�PT•,�....►.. 6 s , ! 'r c c L1.LL1. .d. n 2 1, (' "� it + 1 { 1"f % 1 1 r }' i l / If ?jl f ` j ! rt t, i • r -r' .. • 36 , 2 _ __. CO _ .- M � �. C> 35 ,5y�. 8 4 300 r 3 0 3 4 �- 118.45 18+00 5 °- S - 19+00 .8» _ _ 1 6 20+00-- s 23 _ 36 21 5 24 25 27 -1- ,' -f� .b ' •-, • -- '- N � 6 S564526E 283.86' + 1 1 8 8 t �°' 18 D T '" 0 1 " .. 2 R/W 2 n Ea �� SII L. LOT �� R jW i� 5 18 D �..7.� f �,r'� f. .�.. ,....a.....�} '..� .�.-�•F.�.•,-•" 1 18 �, L, S Lam. J - ~ _ 4 �°° t a 2 P.O.C.-END P..F.L. j -a---- 28 29 1 �'3Q®8 7300 3 4- a Li Ln °= °c s ® , " 4 - 30 31 - _----- --- -_ ---_ 32 _ N c) n, M �• o ® a $ ,/ ;=' L. S LOT ' STA. 17+28.62 C.L. 12.00 RT: END C&G F.L. EGIN P.A.F.L. _ 19 J 5 r.: �,..: .- ^�- > a- �- "` °- � STA. 17+27.12 F L. s ° R/W O L� m ® 11 W t, t- z J -t'k" ,• ( a z _ j J Z .�• W W .-i .J W . ,� 0 Lc. � J J E.C. co ' - © ,r.. L A_ CA a OD \ o 0 o c� o,,: c; L.t- w = V LL_ �, W ..; ..3 � . � ® _ ..- STA. 1$+28.98 C.L. 12.00 RT. - 0 C2 a � co cr- F' a N 7 w �z _ .._a J '$ V W m cS u- rn rn STA. 17+33.29 C.L. 12 . l STA. 18+28.94 F.L. N C i a fn 4 a cnj ®' ci L \ ®/ r j sN-- �`9 I N r �.* N N �.c�' Q r`; `r.° I W v C14 C4C3 C9 %t� . 'C.l i $ \ `rj' 1t , eN- .N- .3 A eN- cq -j CV hi ® . 00 STA. 17+31.80 F.L / i r" r e N \ r J ..tet J 4 4 Ltd m r r �, ,.. , 12 i : 4 w a a J �. �, GRADE BREAK/CL CATCH BASIN NO. 2 l � GRADE BREAK./CL CATCH BASIN NO. 3 z J � J ...L Ui -i J J ct> co r- P� h +'• Lt) Ls3 Lt. ©O } t , s Q Lx. C] Li. U L� 1 1 L L. + m = + LL Q + + 12 `�� ,r'` , �' Ln LA h LLa. Q L� LL r P. ;� • 1 12 �. , 19 irS C7 Li. V Li: = c.1 La.. ` �' o Q M V �, ..� M I ,; , + +*+* La_rr ¢ `�' + STA. 17+37.76, C.L. 12.00 RT. ;. 12 STA. 18+20.48 C.L. 12.00 RT RECREATIONAL W m a-• tt? r h N N r r W i-- r r Q r r s9• d' t1• tC CIA G18 �• `' ' m 4M LO C� d' E. a LXA V N ct> tro LxA °- a Q w X18 '',� „- r . V r r o- •-- STA. 17+36.37, F.L. , STA. 18+20.44, F.L. o a a 19� �; �� .� -� as Q� �;.� , ���1`;�� , FACILITY Ja "� ,� +-C s ; a r, r• oo °off,: o a r L-.. Lr L-- L- w L-- L- f , a a Q a cm cn cn ti '� q NORMAL F.L. ELEV.=350.53 30 ` f N�2MAL F.L ELEV.=350.54 d- �a- Lei Ln F- co co / L t C v F- L- t1 , Li ,Z \ + + W + + Q + + L Cn <n G9 C•� to cn z a W CI�,tll . t•- z �- L- W N �} , ++ + + + + r N N cii cn W to N Q \s �, `;t ,,DEPRESSED F.L. ELEV.=350.36 ;' DEPRESSED F.L. ELEV.=350.37 0o a a a a �� A '���• �� i;}`` } • a ® <a ci -'c d --' �� �t t ,,'' E.C.R.-MATCH MEET 4 - 1 � 't, �� E.C.R.-MATCH SHEET 4 a aaC5 a �c v a a r --'' t �,.i •, f STA. 17+42.89 C.L. 12.00 RT. - STA. 18+13.98 C.L. 12.00 RT. = z L --L- L- L- L- L- \ .� ,� ua rn a cn �, ;t v } o off' , W cn N ca cn cn ki cn ® \ STA. 17+41.62 F.L. ,.. \ , �r t,= \ STA. 18+13.94 F.L. ® t t. \ � 1 � J O t i\ \ it t ® a WER CORVEDALE STREET WALDEMAR WAY DELAMERE STREET N D HIGHBURY STREET SEE SHEET 6 SEE SHEET 6 SEE SHEET 7R I N T SEE SHEET 4 (PRIVATE STREET (STA. 9+58.54 C.L. TO 21+27.09 C.L.) SCALE: 1" = 40' HORIZONTAL 362 360 358 356 354 352 350 348 P _j' ,v xti��� 5�P 23 9+25 10+00 STATIONING TABLE STA "AL P.O.C.%CE INTERSECTION STA. 17+74.36 C.L. EBRINGTON DRIVE CL = STA. 16+40.03 C.L. HIGHBURY STREET CL F.O.C. STATIONING TABLE - EBRINGTON WAY REF. NO. DESC. C.L. STATIM F.O.C. STATION T.C. ELEV. Q P.R.C. STA. 10+71.30, 15.09LT. STA. 10+75.13, F.O.C. 352.78 C2 P.R.C. STA. 10+78.63, 1&OOLT. STA. 10+82.83, F.Q.C. 352.82 ® E.C. STA. 12+02.82, 18.00LT. STA. 11+99.57, F.O.C. 352.52 ® B.C. STA. 12+86.47, 18.00LT. STA. 12+83.22, F.O.C. 352,31 1 CURVE NUMBER FOR CURVE DESCRIPTION P.R.C. STA. 12+93.61, 15.00LT. STA. 12+91.17, F.O.C. 352.24 ® P.R.C. STA. 13+22.89, 15.00LT. STA. 13+22.08, F.O.C. 352.16 ❑7 E.C. STA. 13+30.03, 18.00LT. STA. 13+30.03, F.O.C. 352.21 ® B.C. STA. 15+52.49, 1&OOLT. STA. 15+52.49, F.O.C. 351.65 ® E.C. STA. 16+14.84, 1&OOLT. STA. 16+17.08, F.O.C. 351.49 IT -01 B.C. STA. 17+33.29, 18.00LT. STA. 17+35.54, F.O.C. 351,19 11 E.C. STA. 17+95.65, 18.00LT. STA. 17+95.65, F.O.C. 351.19 [1]2 B.C. STA. 19+15.42, 18.00LT. STA. 19+15.42, F.O.C. 351.54 ® P.R.C. STA. 19+22.56, 15.00LT. STA. 19+23.37, F.O.C. 351.50 ® P.R.C. STA. 19+51.84, 15.00LT. STA. 19+54.28, F.O.C. 351,60 15 E.C. STA. 19+58.98, 1&OOLT. STA. 19+62.23, F.O.C. 351,69 16 B.C. STA. 20+09.29, 18.00LT. STA. 20+12.54, F.O.C. 351,74 17 P.R.C. STA. 20+21.90, 20.21LT. STA. 20+25.41, F.O.C. 351,90 j P.R.C. STA. 21+27.32, 37.98RT. STA. 21+61.73, F.O.C. 352.31 19 E.C. STA. 21+32.17, 49.83RT. STA. 21+74.59, F.O.C. 352.25 ® P.R.C. STA. 11+95.86, 14.92RT. STA. 19+94.63, F.O.C. 352.38 F.O.C. E.C. STA. 12+02.82, 18.00RT. STA. 12+02.82, I.O.C. 352.33 ® B.C. STA. 13+49.93, 18.0ORT. STA. 13+49.93, F.O.C. tV ® P.R.C. STA. 13+57.07, 15.00RT. STA. 13+57.88, F.O.C. N CS1zN P.R.C. STA. 14+77.26, 15.00RT. STA. 14+79.70, F.O.C. 351.94 CONSTRUCT TYPE "M" MEDIAN CURB WITH 10" REVEAL PER C.O.B. STD. ST -2. E.C. STA. 14+8440, 18.00RT. ® h --j CO JW STA. 15+52.49, 1 &OORT. STA. 15+55.74, F.O.C. 351.75 ® E.C. STA. 16+14.84, 18.00RT. STA. 16+15.85, F.O.C. 351.55 ® B.C. STA. 17+14.34, 18.00RT. STA. 17+15.34, F.O.C. 351.22 12 P.R.C. STA. 17+21.48, 1&OORT. STA. 17+23.29, F.O.C. 351,14 ® P.R.C. STA. 18+36.12, 15.00RT. STA. 18+41.02, F.O.C. 351.16 31 E.C. STA. 18+43.26, 18.00RT. STA. 18+48.97, F:O.C. 351.26 ® B.C. STA. 20+29.81, 1&OORT. STA. 20+35.51, F.O.C. 351,88 ® P.R.C. STA. 20+36.95, 15.00RT. STA. 20+43.47, F.O.C. 351.84 k7 3. HIGHGATE PARK BOULEVARD - PAVEMENT TO BE 0.30' TYPE "A" A.C. tfi C.O.B. STD. ST -14. O wA LO M Cv-j ,-' M W !! r o M �9 r{ J� BE COMPACTED TO 95% RELA11VE DENSITY PER G.O.B. STD. ST -9. "A" 1? PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS IBM CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS , l 'X PARKING AREA - SEE CONSTRUCTION NOTE 6. 4. ALL CATCH BASINS TO BE TYPE WITH 3.5' OPENINGS PER C.O.B. SID. ST -4. (UNLESS OTHERWISE NOTED) GJW PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 18 EXISTING 24 SO. CAL GAS PIPELINE TO BE PROTECTED IN PLACE. Lc_4 z Z �? Jw�2 Wim �I W LIA W z CONTRACTOR TO VERIFY ALL CROSS SLOPES ARE WITHIN 19 ? W CITY STANDARDS. (1.5% MIN. TO 3.4% MAX.) %' VV '�4 WLR 1'r9 � I W414 L�itt1 W ;7: tO .. LL7 L Y « w W W Ww w . L+ - W CIV LAJ ° � V W o zw.L m W �w W � = W ci ®� "' • . °� cv ®_ PROP �- L_`! • Il�r .r7 J L` N w in tfi LY Q + °° °° .-L ®`�• �+ M N w '�• I aM } C'T�, Ls: • M > M ef: � PR 0 FLO NE ter" MM > ch ;; rn . w Q �- � M czn �'• v z a ,`� ZA W �. G7 ' -? a �? o c�i M STING GROU PROPOSED FLO D 0 NE _ -"j to a Le efl N a j Q. . _ N _ _ - - - r - - pri -�� .� - ' w C� �. z "W c�a L;i Li r Z z �w ' h M W �; W d- h M fl: Q Li . L, L t0 oC> w w = �w Li Lan + + a r -� ®M''. , _ riiL -? rn J ,r Q ,�.- _ _ - - - N cn-m J _ `- t1CL -!' N - - - -; a - M -! 9 EXISTING GROUND� O W LO V- J a ti °' z L- = cn _ ` - a z wvAc9U 0 1° a L- cn -- -- ® a ®LU div ar I r A : h '-- n r PR FLO NE r- :> V¢ L �* t r c ,4 W tr m : a ui w cn a. zt�- 0 `� -- _. ----- -- __ _ _ __ °° "" a_ "` V '- ; z W ;° cn °- ci•� a '� H v H 10 ++ M m �-'°. �• Lxa Li aKA ..� tL M W a ¢ tY1 N 4J PRO OSED FLO NE ¢ L.L Ln a- cn ��c? o� to®Q LL.! a,� - _ - - - ' - - __ -_ _ _ __- _ -- _ _ 1 -- -__ ____ °""__ L� �M + + a c+ + I S= - a_+ .a�+ S=0.34% - s- . o S=-0.25 S=-0.25 S=-0.25% __ - -_ ¢ - - 5=0.25% S=- 337 C14 C14 5=0.34%rn r r ' LL) ' W 15 � z , to N E , v S=- .25% Iq W � W , Lj I.J I I I_ 0 W U3 W W t/I (j � W flQ cn w rn S= -0.25X PROPOSED NOR FLOWLINE S- 0.25% -000ftlm- ------S= __VPR 07.25% S=-0.2 % 0.34% S=0• % S ' i S=0.25% OSED NOR FLOWLINE S=-0. 5% S=O.2 % PR OSED N012 FLOWUNE S=0.25% t ` S=:-0.83% S=0.83% 9+25 10+00 STATIONING TABLE STA "AL P.O.C.%CE INTERSECTION STA. 17+74.36 C.L. EBRINGTON DRIVE CL = STA. 16+40.03 C.L. HIGHBURY STREET CL F.O.C. STATIONING TABLE - EBRINGTON WAY REF. NO. DESC. C.L. STATIM F.O.C. STATION T.C. ELEV. Q P.R.C. STA. 10+71.30, 15.09LT. STA. 10+75.13, F.O.C. 352.78 C2 P.R.C. STA. 10+78.63, 1&OOLT. STA. 10+82.83, F.Q.C. 352.82 ® E.C. STA. 12+02.82, 18.00LT. STA. 11+99.57, F.O.C. 352.52 ® B.C. STA. 12+86.47, 18.00LT. STA. 12+83.22, F.O.C. 352,31 1 CURVE NUMBER FOR CURVE DESCRIPTION P.R.C. STA. 12+93.61, 15.00LT. STA. 12+91.17, F.O.C. 352.24 ® P.R.C. STA. 13+22.89, 15.00LT. STA. 13+22.08, F.O.C. 352.16 ❑7 E.C. STA. 13+30.03, 18.00LT. STA. 13+30.03, F.O.C. 352.21 ® B.C. STA. 15+52.49, 1&OOLT. STA. 15+52.49, F.O.C. 351.65 ® E.C. STA. 16+14.84, 1&OOLT. STA. 16+17.08, F.O.C. 351.49 IT -01 B.C. STA. 17+33.29, 18.00LT. STA. 17+35.54, F.O.C. 351,19 11 E.C. STA. 17+95.65, 18.00LT. STA. 17+95.65, F.O.C. 351.19 [1]2 B.C. STA. 19+15.42, 18.00LT. STA. 19+15.42, F.O.C. 351.54 ® P.R.C. STA. 19+22.56, 15.00LT. STA. 19+23.37, F.O.C. 351.50 ® P.R.C. STA. 19+51.84, 15.00LT. STA. 19+54.28, F.O.C. 351,60 15 E.C. STA. 19+58.98, 1&OOLT. STA. 19+62.23, F.O.C. 351,69 16 B.C. STA. 20+09.29, 18.00LT. STA. 20+12.54, F.O.C. 351,74 17 P.R.C. STA. 20+21.90, 20.21LT. STA. 20+25.41, F.O.C. 351,90 j P.R.C. STA. 21+27.32, 37.98RT. STA. 21+61.73, F.O.C. 352.31 19 E.C. STA. 21+32.17, 49.83RT. STA. 21+74.59, F.O.C. 352.25 ® P.R.C. STA. 11+95.86, 14.92RT. STA. 19+94.63, F.O.C. 352.38 F.O.C. E.C. STA. 12+02.82, 18.00RT. STA. 12+02.82, I.O.C. 352.33 ® B.C. STA. 13+49.93, 18.0ORT. STA. 13+49.93, F.O.C. 352.14 ® P.R.C. STA. 13+57.07, 15.00RT. STA. 13+57.88, F.O.C. 352.06 ® P.R.C. STA. 14+77.26, 15.00RT. STA. 14+79.70, F.O.C. 351.94 CONSTRUCT TYPE "M" MEDIAN CURB WITH 10" REVEAL PER C.O.B. STD. ST -2. E.C. STA. 14+8440, 18.00RT. STA. 14+87.65, F.O.C. 351.97 ® B.C. STA. 15+52.49, 1 &OORT. STA. 15+55.74, F.O.C. 351.75 ® E.C. STA. 16+14.84, 18.00RT. STA. 16+15.85, F.O.C. 351.55 ® B.C. STA. 17+14.34, 18.00RT. STA. 17+15.34, F.O.C. 351.22 12 P.R.C. STA. 17+21.48, 1&OORT. STA. 17+23.29, F.O.C. 351,14 ® P.R.C. STA. 18+36.12, 15.00RT. STA. 18+41.02, F.O.C. 351.16 31 E.C. STA. 18+43.26, 18.00RT. STA. 18+48.97, F:O.C. 351.26 ® B.C. STA. 20+29.81, 1&OORT. STA. 20+35.51, F.O.C. 351,88 ® P.R.C. STA. 20+36.95, 15.00RT. STA. 20+43.47, F.O.C. 351.84 362 360 358 356 354 352 350 348 MEDIAN STATIONING TABLE -- EBRINGTON DRIVE REF. NO. DESCRIPTION C.L. STATION T.C. ELEV. ® P.R.C. STA. 10+38.00, 10.00RT. 353.62' ® P.R.C. STA. 11+04.69, 1 O.00RT. 353.21' ® P.R.C. STA. 11+27.45, 27.29RT. 353.41' 12+00 1+00 14+ 15+00 1+00 {STA. 9+58.54 C.L. TO 21+27.09 C.L.} SCALE: 1» = 40' HORIZONTAL 1" = 4' VERTICAL 11+50 12+00 CURVE TABLE 1+00 16+00 T 19+00 20+00 (STA. 11+74.01 C.L. TO 20+80.24 C.L.) z SCALE: 1" = 40' HORIZONTAL LEGEND: LEGEND ON T. ): 1» = 4' VERTICAL LEGEND (QQNT.): , CONSTRU�T�ON NOTES. N ABBREVIATIONS R1-1 FURNISH INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: 1 CURVE NUMBER FOR CURVE DESCRIPTION 1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 1 FLOW LINE POVC POINT ON VERTICAL CURVE "R1-1" - STOP "S5-2" - END SCHOOLZONE R6 -i -ONE WAY 'W31(CA)" ITEM OF K -SEE SCHEDULE 2 CONSTRUCT 5 DETACHED STANDARD TYPE SIDEWALK PER C.O.B. STD ST -3 CL CENTERLINE BVC BEGIN VERTICAL CURVE ® " - END "R5-1 - DO NOT ENTER Z ELEV ELEVATION EVC END VERTICAL CURVE "R26(CA " - NO PARKING *W14-1 p - DEAD END Q FACE OF CURB STA11ON - SEE TABLE 3 INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. BCR BEGIN CURB RETURN PI POINT OF INTERSECTION "R3 -5R '� - RIGHT TURN ONLY " 4-2 - NO OUTLET N® L CONSTRUCT HANDICAP RAMP PER CALTRANS 2010 REVISED ¢ l9 W "R4--7" _ KEEP RIGHT "W1-7- - DOUBLE ARROW " " Writ -6 - SINGLE ARROW va STANDARD PLAN R.S.P. A88A-CASE A OR F - DETAIL 5 ON SHEET 10. " " BC EC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE END CURVE TC TOP OF CURB R81(CA) - BIKE LAME " "W3-3" - SIGNAL AHEAD WI -1 - CURVE ARROW STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT O mcmm PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT - -D STORM DRAIN -REFER TO SEWER &STORM DRAIN PLANS mmm= PARKING AREA 6" THICK CONCRETE- SEE DETAIL "4" ON SHEET 10. OF VERTICAL CURVE FC FINISH CONCRETE GZS INSTALL W31(CA) SIGN WITH OM4-3 MARKER AT UNIT BOUNDARY OF .to z Itlin"! z 909N DES 9NATION: Q TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED AT THE SAME TIME. PA PROPERTY LINE R/W RIGHT -O' -WAY CO ,� W REFER TO SEWER & STORM DRAIN PLANS REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. E.P. EDGE OF PAVEMENT A.P. ANGLE POINT SECTION LEM Q CONSTRUCT TYPICAL STREET CORNER - SEE DETAIL "2" ON SHEET 10. F.O.C. FACE OF CURB C/G CURB AND GUTTER ci "3" P.A.F.L. PARKING AREA FLOW LINE C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. - - - - L'! CONSTRUCT TYPICAL STREET BULGE - SEE DETAIL ON SHEET 10. �_Lig CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER K3 10 CONSTRUCT TYPE "M" MEDIAN CURB WITH 10" REVEAL PER C.O.B. STD. ST -2. ._ L:1. Ln lit MA LCA C.Q.B. STD. D-14 WITHOUT WINGS, UNLESS NOTED OTHERWISE. �L; �" Le. 11 CONSTRUCT 10' WIDE MEANDERING MUL11-PURPOSE TRAIL PER C.O.B. SIDEWALK FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. r� SEWER -REFER TO SEWNER &STORM DRAIN PLANS j. �- M LTi SPECIFICATIONS ON STD. ST -3. CONSTRUCT 5 WIDE MEANDERING SIDEWALK PER C.O.B. SIDEWALK to � m- �y ° C? L-- LC? a Lai � Z .wi . SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN PLANS AND DETAILS. 12 SPECIFICATIONS ON STD. ST -3. Rt. r M LTef[ r r S 13 j - FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B.SEWIl Ln ;y 2° LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 0.45 AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO 14 N 1.7. STANDARD OR APPROVED EQUAL. (SEE DETAIL "6" ON SHEET 10) W BE COMPACTED TO 95% RELATIVE DENSITY PER G.O.B. STD. ST-. 1 g M " -- FURNISH &INSTALL STREET LIGHT -9500 LUMEN PER k7 3. HIGHGATE PARK BOULEVARD - PAVEMENT TO BE 0.30' TYPE "A" A.C. tfi C.O.B. STD. ST -14. O wA LO M Cv-j ,-' M W !! r o M �9 r{ J� BE COMPACTED TO 95% RELA11VE DENSITY PER G.O.B. STD. ST -9. "A" 1? PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS IBM CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS , l 'X PARKING AREA - SEE CONSTRUCTION NOTE 6. 4. ALL CATCH BASINS TO BE TYPE WITH 3.5' OPENINGS PER C.O.B. SID. ST -4. (UNLESS OTHERWISE NOTED) GJW PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 18 EXISTING 24 SO. CAL GAS PIPELINE TO BE PROTECTED IN PLACE. }�' z Z �? Jw�2 Wim �I W W z CONTRACTOR TO VERIFY ALL CROSS SLOPES ARE WITHIN 19 ? W CITY STANDARDS. (1.5% MIN. TO 3.4% MAX.) %' t= '�4 WLR 1'r9 � I W414 L�itt1 W T .. LL7 Y « w W W CIV LAJ ° � V W C? L � = ru ci ®� "' • . °� cv ®_ PROP FLOWLINE a ui z h ®"� J L` N w in tfi LY Q + °° °° .-L ®`�• �+ M N w '�• I C'T�, Ls: ef: � PR 0 FLO NE ter" W =� ° z . w Q �- � M czn �'• v z a ,`� ZA W �. G7 ' -? a �? EXISTING PROPOS ;ROUND 0 FLOWLINE _ -"j to a Lri 0 z w efl N a j Q. . _ N _ _ - - - r - - pri -�� .� - - _ _ - +- Li r ' h M • r d- h M fl: Q Li . L, L t0 oC> Li Lan + + cr r , _ riiL - - Q ,�.- _ _ - - - N cn-m � _ `- t1CL -!' N - - - - - - - o g O V m Ci a '� • fj '� a ti z L- = cn a z wvAc9U .Q <t t- L- Q' Q w Ci w .r zoo a L- cn ® r ar I r : h '-- n r W z ®V cif-Qtx r- :> V¢ L �* t r ora w ®V ,4 W tr m a. zt�- ; z W ;° cn ci•� t) H v H Q: Q W C9 - b' t-- t� Qr h m Q �a.�' O W E W N tY1 N 4J N LL.! V) c d cn 00 to z W a. cn L L J III to C30u) z a W c/) I S= - -0.33% S=0.34% - s- . o S=-0.25 S=-0.25 S=-0.25% ¢ 5=0.25% S=- 337 5=0.34%rn r r ' OPOSED TH FLOWUN -0.33% W 15 S=0.34 OSED TH FLO E , Iq W � W , Lj I.J I I I_ << 11+50 12+00 362 360 358 356 354 352 350 348 21+00 11, TABLE �Li • •' �• :LI Know what's below, Call before you di 1. 1 00 Ph 1 i 2 e La CURVE TABLE 1+00 16+00 17+00 18+00 19+00 20+00 (STA. 11+74.01 C.L. TO 20+80.24 C.L.) z SCALE: 1" = 40' HORIZONTAL LEGEND: LEGEND ON T. ): 1» = 4' VERTICAL LEGEND (QQNT.): , CONSTRU�T�ON NOTES. N ABBREVIATIONS R1-1 FURNISH INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: 1 CURVE NUMBER FOR CURVE DESCRIPTION 1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 FL FLOW LINE POVC POINT ON VERTICAL CURVE "R1-1" - STOP "S5-2" - END SCHOOLZONE R6 -i -ONE WAY 'W31(CA)" ITEM OF K -SEE SCHEDULE 2 CONSTRUCT 5 DETACHED STANDARD TYPE SIDEWALK PER C.O.B. STD ST -3 CL CENTERLINE BVC BEGIN VERTICAL CURVE ® " - END "R5-1 - DO NOT ENTER Z ELEV ELEVATION EVC END VERTICAL CURVE "R26(CA " - NO PARKING *W14-1 p - DEAD END Q FACE OF CURB STA11ON - SEE TABLE 3 INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. BCR BEGIN CURB RETURN PI POINT OF INTERSECTION "R3 -5R '� - RIGHT TURN ONLY " 4-2 - NO OUTLET N® 4 CONSTRUCT HANDICAP RAMP PER CALTRANS 2010 REVISED ECR END CURB RETURN PRC POINT OF RE CURVATURE W "R4--7" _ KEEP RIGHT "W1-7- - DOUBLE ARROW " " Writ -6 - SINGLE ARROW SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT STANDARD PLAN R.S.P. A88A-CASE A OR F - DETAIL 5 ON SHEET 10. " " BC EC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE END CURVE TC TOP OF CURB R81(CA) - BIKE LAME " "W3-3" - SIGNAL AHEAD WI -1 - CURVE ARROW STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT O mcmm PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT - -D STORM DRAIN -REFER TO SEWER &STORM DRAIN PLANS mmm= PARKING AREA 6" THICK CONCRETE- SEE DETAIL "4" ON SHEET 10. OF VERTICAL CURVE FC FINISH CONCRETE GZS INSTALL W31(CA) SIGN WITH OM4-3 MARKER AT UNIT BOUNDARY OF P.O.C. POINT ON CURVE FC FINISHED CONCRETE STORM DRAIN MANHOLE - 909N DES 9NATION: Q TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED AT THE SAME TIME. PA PROPERTY LINE R/W RIGHT -O' -WAY 362 360 358 356 354 352 350 348 21+00 11, TABLE �Li • •' �• :LI Know what's below, Call before you di 1. 1 00 Ph 1 i 2 e La 1+00 14+00 1+00 16+00 17+00 18+00 19+00 20+00 (STA. 11+74.01 C.L. TO 20+80.24 C.L.) z SCALE: 1" = 40' HORIZONTAL LEGEND: LEGEND ON T. ): 1» = 4' VERTICAL LEGEND (QQNT.): , CONSTRU�T�ON NOTES. N ABBREVIATIONS R1-1 FURNISH INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: 1 CURVE NUMBER FOR CURVE DESCRIPTION 1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 FL FLOW LINE POVC POINT ON VERTICAL CURVE "R1-1" - STOP "S5-2" - END SCHOOLZONE R6 -i -ONE WAY 'W31(CA)" ITEM OF K -SEE SCHEDULE 2 CONSTRUCT 5 DETACHED STANDARD TYPE SIDEWALK PER C.O.B. STD ST -3 CL CENTERLINE BVC BEGIN VERTICAL CURVE ® " - END "R5-1 - DO NOT ENTER Z ELEV ELEVATION EVC END VERTICAL CURVE "R26(CA " - NO PARKING *W14-1 p - DEAD END Q FACE OF CURB STA11ON - SEE TABLE 3 INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. BCR BEGIN CURB RETURN PI POINT OF INTERSECTION "R3 -5R '� - RIGHT TURN ONLY " 4-2 - NO OUTLET N® 4 CONSTRUCT HANDICAP RAMP PER CALTRANS 2010 REVISED ECR END CURB RETURN PRC POINT OF RE CURVATURE W "R4--7" _ KEEP RIGHT "W1-7- - DOUBLE ARROW " " Writ -6 - SINGLE ARROW SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT STANDARD PLAN R.S.P. A88A-CASE A OR F - DETAIL 5 ON SHEET 10. " " BC EC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE END CURVE TC TOP OF CURB R81(CA) - BIKE LAME " "W3-3" - SIGNAL AHEAD WI -1 - CURVE ARROW STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT O CONSTRUCT 6 CONCRETE CURB WITH 12 TOTAL CURB HEIGHT AND 6 REVEAL PER DETAIL 1 ON SHEET 10. PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT - -D STORM DRAIN -REFER TO SEWER &STORM DRAIN PLANS PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. PARKING AREA 6" THICK CONCRETE- SEE DETAIL "4" ON SHEET 10. OF VERTICAL CURVE FC FINISH CONCRETE GZS INSTALL W31(CA) SIGN WITH OM4-3 MARKER AT UNIT BOUNDARY OF P.O.C. POINT ON CURVE FC FINISHED CONCRETE STORM DRAIN MANHOLE - 909N DES 9NATION: Q TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED AT THE SAME TIME. PA PROPERTY LINE R/W RIGHT -O' -WAY REFER TO SEWER & STORM DRAIN PLANS REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. E.P. EDGE OF PAVEMENT A.P. ANGLE POINT SECTION LEM Q CONSTRUCT TYPICAL STREET CORNER - SEE DETAIL "2" ON SHEET 10. F.O.C. FACE OF CURB C/G CURB AND GUTTER CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER "3" P.A.F.L. PARKING AREA FLOW LINE C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. - - - - CONSTRUCT TYPICAL STREET BULGE - SEE DETAIL ON SHEET 10. FURNISH & INSTALL SURVEY MONUMENT PER G.O.B. STD. ST -13. ® CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER T WHA SECTMN IS 900 2 10 CONSTRUCT TYPE "M" MEDIAN CURB WITH 10" REVEAL PER C.O.B. STD. ST -2. @ EXISTING SURVEY MONUMENT C.Q.B. STD. D-14 WITHOUT WINGS, UNLESS NOTED OTHERWISE. 11 CONSTRUCT 10' WIDE MEANDERING MUL11-PURPOSE TRAIL PER C.O.B. SIDEWALK FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. S SEWER -REFER TO SEWNER &STORM DRAIN PLANS j. �- SPECIFICATIONS ON STD. ST -3. CONSTRUCT 5 WIDE MEANDERING SIDEWALK PER C.O.B. SIDEWALK . FURNISH LSC INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN PLANS AND DETAILS. 12 SPECIFICATIONS ON STD. ST -3. 13 EXISTING OVERHEAD POWERPOLE TO BE RELOCATED UNDERGROUND BY OTHERS. - FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B.SEWIl ER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. 2° LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 0.45 AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO 14 EXISTING IRRIGATION VALVES, EQUIPMENT & ASSOCIATED IRRIGATION LINES STANDARD OR APPROVED EQUAL. (SEE DETAIL "6" ON SHEET 10) ■ ■ ■ ■ ■ ■ TRACT BOUNDARY BE COMPACTED TO 95% RELATIVE DENSITY PER G.O.B. STD. ST-. 1 g TO BE REMOVED BY OTHERS. PROPOSED EDGE OF PAVEMENT -- FURNISH &INSTALL STREET LIGHT -9500 LUMEN PER 3. HIGHGATE PARK BOULEVARD - PAVEMENT TO BE 0.30' TYPE "A" A.C. C.O.B. STD. ST -14. UNIT BOUNDARY OVER 0.55' AGGREGATE BASE OVER 0.65' COMPACTED O.G. TO 16 EXISTING PIPELINE MARKER TO BE REMOVED. EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS BE COMPACTED TO 95% RELA11VE DENSITY PER G.O.B. STD. ST -9. "A" 1? PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS IBM CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS , l 'X PARKING AREA - SEE CONSTRUCTION NOTE 6. 4. ALL CATCH BASINS TO BE TYPE WITH 3.5' OPENINGS STANDARD SPECIFICATIONS PTH-02ALKYD PER C.O.B. SID. ST -4. (UNLESS OTHERWISE NOTED) PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 18 EXISTING 24 SO. CAL GAS PIPELINE TO BE PROTECTED IN PLACE. 5. ALL CROSS SLOPES SHOWN FOR REFERENCE ONLY. SEE SOUTHERN CALIFORNIA GAS COMPANY NOTES ON SHEET 1. CONTRACTOR TO VERIFY ALL CROSS SLOPES ARE WITHIN 19 FUTURE SIDEWALK TO BE APPROVED AND CONSTRUCTED WITH FUTURE CITY STANDARDS. (1.5% MIN. TO 3.4% MAX.) RECREATIONAL CENTER PLANS. 362 360 358 356 354 352 350 348 21+00 11, TABLE �Li • •' �• :LI Know what's below, Call before you di 1. 1 00 Ph 1 i 2 e La z � N z Q �LU GCS t� ® Z �Li • •' �• :LI Know what's below, Call before you di 1. 1 00 Ph 1 i 2 e La z � N z Q �LU GCS t� ® Z o 0m CL3 LU H W W GZS � Q a z 8 1 M TEMPORARY FLOWAGE AND DRAINAGE EASEMENT PER 1/0 C.O.B. DOC.#000216174204. 'JI TEMPORARY C4 SUMP J,? (SEE RIGHT) IC4 ,33 7 12 lu: a 5? JUL 360 358 356 354 352 350 AQ %JV/ - 360 358 356 354 352 350 'XAQ 37 36 34 END P.A.F.L/BEGIN C&G F.L./ E.C.-END * CURB STA. 16+99.93 C.L. 12.00 RT �4 STA. 17+03.39 F.L. I mm•m-1 - , 7m 101 - ao III Ic 1 0 t I] (PRIVATE STREET) (STA. 15+17.39 C.L. TO 19+85.51 SCALE: 1" = 40' HORIZONTAL ch 14+75 15+00 16+00 17+00 18+00 (STA. 15+17.39 C.L. TO 19+84.73 C.L.) SCALE: 1" = 40' HORIZONTAL 1. = 4' VERTICAL 362 360 358 356 354 352 350 348 20+00 dauMm �144RIRXW� aA -7 CURVE TABLE N 66*5625" ii N 74*29'550 E� C.L. STATION F.O.C. STA11ON T.C. ELEV. M UNIT BOUNDARY STA. 15+17.39, 18.00LT. STA. 15+13.16, F.O.C. 353.12 A&I--C)tin STA. 15+67.63, 18.001-T. STA. 15+63.40, F.O.C. ;Q in B.C. iv STA. 16+04.04, F.O.C. 353.57 P.C.C. STA. 16+17.55, 18.00LT. STA. 16+13.65, F.O.C. 353.60 < to STA. 16+24.57, 14.951-T. STA. 16+21.75, F.O.C. 19 cq L MI -1 W, STA. 17+40.40, 15.00LT. STA. 17+40.42 F.O.C. 353.56 co Wi in *-i STA. 17+48.41, F.O.C. 353.61 B.C. STA. 17+75.69, 18.0OLT. U: C4 C14 to STA. 18+53.87, 15.001-T. C4 z 5 z wow nO cq STA. 19+32.88, 1&OOLT. M 353.13 >: 1W P.R.C.P.R.C. STA. 19+40.02, 15.00LT. STA. 19+38.90, F.O.C. W Uj >; 1.0 >: a: STA. 15+15.64, F.O.C. 353.13 M STA. 15+68.87, 18.GORT. W 353.49 I-- W W �i B.C. STA. 16+08.27, 18.00RT. :> Uj E.C. STA. 16+74.23, 18.00RT. STA. 16+70.10, F.O.C. 353.75 16 GRADE BREAK PROJECTION f STA. 16+78.37, F.O.C. =1 W Uj B.C. STA. 16+85.65, 18.00RT. STA. 16+81.52, F.O.C. 353.76 Z Z 80 STA. 16+92.79, 15.00RT. I le U� 04 a- U: cq C� C%T m >; z 1LAJ - >: UJ a r- 0; r- STA. 17+28.34, F.O.C. c U4 STA. 17+75.69, 18.00RT. M, C%l Oq 04 00 tD STA. 18+55.81, F.O.C. z z -68 P4 < W C14 to 353.19 I -i cm c� In= to Fj ci -* STA. 19+25.75, F.O.C. W 4 - 0) 04 U- c %I r- 352.82 W STA. 20+33.86, 59.551-T. le - 352.78 W m W0 W CO W Cc IEZ + -t - r- I �E - - C6 0) 0; 0; m M co z F= W 1z cq C4 • 02 t5- L3 < I- ej < APPROXIMj UE EXISTING °, C21 U- # C.) < Ivi •Pei 00 mm cn Im W c� V) 0: LA: U3 in cn Cd UJI; GRADE 1.1 rIn I m t1% I Lj co n cl: S=0.70% 0- S=0.25% + co + r- f*- 125% -0- NE 5% < a: 00 a: 0) 0) o- -�- 0 CN -u- < a- 0 cm Z W ; 0:: S --O.9% i I i % 'I h SUMP APP ZOXIMATE EX STING PRC POSED NOR 1H FLOWLINE -ce M 0 A m LPROPOSED 04 em W S=50,00% ty APPROAMATE EXISTING GRADE 0 FLOWLINE b! cn ad cn a: NORTH FLOW1JNE >: 4E 0. U) Uj cn S=0.70% j S--0.25,9 S=0.2 X I S= -C.25% W W1 L11 I z_: :51 M S=-0.25% TEMPORARY Id 14+75 15+00 16+00 17+00 18+00 (STA. 15+17.39 C.L. TO 19+84.73 C.L.) SCALE: 1" = 40' HORIZONTAL 1. = 4' VERTICAL 362 360 358 356 354 352 350 348 20+00 dauMm �144RIRXW� aA -7 362 360 358 356 354 352 350 348 CURVE TABLE N 66*5625" ii N 74*29'550 E� C.L. STATION F.O.C. STA11ON T.C. ELEV. M UNIT BOUNDARY STA. 15+17.39, 18.00LT. STA. 15+13.16, F.O.C. 353.12 GRADE BREAK PROJECTION STA. 15+67.63, 18.001-T. STA. 15+63.40, F.O.C. 353.47 B.C. STA. 16+08.27, 18.00LT. STA. 16+04.04, F.O.C. 353.57 P.C.C. STA. 16+17.55, 18.00LT. STA. 16+13.65, F.O.C. 353.60 Ilk P.R.C. STA. 16+24.57, 14.951-T. STA. 16+21.75, F.O.C. 353.55 L MI -1 co STA. 17+40.40, 15.00LT. STA. 17+40.42 F.O.C. 353.56 E.C. STA. 17+47.54, 18.00LT. STA. 17+48.41, F.O.C. 353.61 B.C. STA. 17+75.69, 18.0OLT. STA. 17+76.57, F.O.C. M E.C. STA. 18+53.87, 15.001-T. C4 Will nO cq STA. 19+32.88, 1&OOLT. M 353.13 11 P.R.C.P.R.C. STA. 19+40.02, 15.00LT. STA. 19+38.90, F.O.C. W Uj UNIT BOUNDARY a: STA. 15+15.64, F.O.C. 353.13 M STA. 15+68.87, 18.GORT. STA. 15+67.12, F.O.C. 353.49 M B.C. STA. 16+08.27, 18.00RT. STA. 16+06.52, F.O.C. 353.59 E.C. STA. 16+74.23, 18.00RT. STA. 16+70.10, F.O.C. 353.75 16 GRADE BREAK PROJECTION STA. 16+82.50, 18.00RT. STA. 16+78.37, F.O.C. 353.77 Q B.C. STA. 16+85.65, 18.00RT. STA. 16+81.52, F.O.C. 353.76 Z Z 80 STA. 16+92.79, 15.00RT. U. 353.68 P.R.C. STA. 17+22.07, 15.00RT. >: LAj >; z 1LAJ - >: UJ I STA. 17+29.21, 18.00RT. STA. 17+28.34, F.O.C. 353.65 U4 STA. 17+75.69, 18.00RT. STA. 17+74.82, F.O.C. >: Uj STA. 18+53.81, 18.00RT. STA. 18+55.81, F.O.C. 353.33 P4 i =Iu4 STA. 19+12.88, F.O.C. 353.19 `z= P.R.C. a: STA. 19+25.75, F.O.C. W P.R.C. W W 352.82 W STA. 20+33.86, 59.551-T. STA. 20+84.30, F.O.C. 352.78 W =W W W0 vo WW I �E - - C6 0) 0; 0; 1z cq C4 • C/) LLJ U- # W 19 Ivi •Pei 00 C) 06 Im LA: LA: '4-0 LL: - LL: co 2 48 co co n cl: + (0 0- cc + co + r- f*- < a: 00 a: 0) 0) o- -�- 0 CN -u- < a- 0 cm Z W ; 0:: h APP ZOXIMATE EX STING < -ce M 0 A m Imti W cn b! cn ad cn a: r MA)E 0 FLOWLI 4E 0. U) Uj cn S=0.70% j S--0.25,9 S=0.2 X I S= -C.25% S=-0.25% TEMPORARY '-PROPOSED SOUTH FLOV.UNE SUMP L/ ----S 50.00% ARPROXIMATE MSTING PROPOSED SOU rH FLOWIJNE =-0.25% GRADE 0 FLOWLINE z: m 362 360 358 356 354 352 350 348 LINE TABLE CURVE TABLE N 66*5625" ii N 74*29'550 E� C.L. STATION F.O.C. STA11ON T.C. ELEV. M UNIT BOUNDARY STA. 15+17.39, 18.00LT. STA. 15+13.16, F.O.C. 353.12 GRADE BREAK PROJECTION STA. 15+67.63, 18.001-T. STA. 15+63.40, F.O.C. 353.47 B.C. STA. 16+08.27, 18.00LT. STA. 16+04.04, F.O.C. 353.57 P.C.C. STA. 16+17.55, 18.00LT. STA. 16+13.65, F.O.C. 353.60 Ilk P.R.C. STA. 16+24.57, 14.951-T. STA. 16+21.75, F.O.C. 353.55 L MI -1 P.R.C. STA. 17+40.40, 15.00LT. STA. 17+40.42 F.O.C. 353.56 E.C. STA. 17+47.54, 18.00LT. STA. 17+48.41, F.O.C. 353.61 B.C. STA. 17+75.69, 18.0OLT. STA. 17+76.57, F.O.C. 353.54 E.C. STA. 18+53.87, 15.001-T. STA. 18+51.93, F.O.C. Will nO B.C. STA. 19+32.88, 1&OOLT. STA, 19+30.94, F.O.C. 353.13 11 P.R.C.P.R.C. STA. 19+40.02, 15.00LT. STA. 19+38.90, F.O.C. 353.07 UNIT BOUNDARY STA. 15+17.39, 18.00RT. STA. 15+15.64, F.O.C. 353.13 GRADE BREAK PROJECTION STA. 15+68.87, 18.GORT. STA. 15+67.12, F.O.C. 353.49 B.C. STA. 16+08.27, 18.00RT. STA. 16+06.52, F.O.C. 353.59 E.C. STA. 16+74.23, 18.00RT. STA. 16+70.10, F.O.C. 353.75 16 GRADE BREAK PROJECTION STA. 16+82.50, 18.00RT. STA. 16+78.37, F.O.C. 353.77 Q B.C. STA. 16+85.65, 18.00RT. STA. 16+81.52, F.O.C. 353.76 P.R.C. STA. 16+92.79, 15.00RT. STA. 16+89.47, F.O.C. 353.68 LINE TABLE # ## N 66*5625" ii N 74*29'550 E� C.L. STATION F.O.C. STA11ON T.C. ELEV. SLA ON TABLE 5IA RSTIONqINTEEC STA. 16+79.78 C.L. HARBOROUGH DRIVE CL STA. 10+00.00 C.L. HIGHBURY STREET CL CN 0) # ## ii DESCRIPTION C.L. STATION F.O.C. STA11ON T.C. ELEV. M UNIT BOUNDARY STA. 15+17.39, 18.00LT. STA. 15+13.16, F.O.C. 353.12 GRADE BREAK PROJECTION STA. 15+67.63, 18.001-T. STA. 15+63.40, F.O.C. 353.47 B.C. STA. 16+08.27, 18.00LT. STA. 16+04.04, F.O.C. 353.57 P.C.C. STA. 16+17.55, 18.00LT. STA. 16+13.65, F.O.C. 353.60 Ilk P.R.C. STA. 16+24.57, 14.951-T. STA. 16+21.75, F.O.C. 353.55 L MI -1 P.R.C. STA. 17+40.40, 15.00LT. STA. 17+40.42 F.O.C. 353.56 E.C. STA. 17+47.54, 18.00LT. STA. 17+48.41, F.O.C. 353.61 B.C. STA. 17+75.69, 18.0OLT. STA. 17+76.57, F.O.C. 353.54 E.C. STA. 18+53.87, 15.001-T. STA. 18+51.93, F.O.C. Will nO B.C. STA. 19+32.88, 1&OOLT. STA, 19+30.94, F.O.C. 353.13 11 P.R.C.P.R.C. STA. 19+40.02, 15.00LT. STA. 19+38.90, F.O.C. 353.07 UNIT BOUNDARY STA. 15+17.39, 18.00RT. STA. 15+15.64, F.O.C. 353.13 GRADE BREAK PROJECTION STA. 15+68.87, 18.GORT. STA. 15+67.12, F.O.C. 353.49 B.C. STA. 16+08.27, 18.00RT. STA. 16+06.52, F.O.C. 353.59 E.C. STA. 16+74.23, 18.00RT. STA. 16+70.10, F.O.C. 353.75 16 GRADE BREAK PROJECTION STA. 16+82.50, 18.00RT. STA. 16+78.37, F.O.C. 353.77 Q B.C. STA. 16+85.65, 18.00RT. STA. 16+81.52, F.O.C. 353.76 P.R.C. STA. 16+92.79, 15.00RT. STA. 16+89.47, F.O.C. 353.68 P.R.C. STA. 17+22.07, 15.00RT. STA. 17+20.38, F.O.C. 353.61 E.C. STA. 17+29.21, 18.00RT. STA. 17+28.34, F.O.C. 353.65 B.C. STA. 17+75.69, 18.00RT. STA. 17+74.82, F.O.C. 353.53 E.C. STA. 18+53.81, 18.00RT. STA. 18+55.81, F.O.C. 353.33 B.C. STA. 19+10.94, 18.00RT. STA. 19+12.88, F.O.C. 353.19 fly IMLIMNI P.R.C. STA. 19+23.55, 20.21RT. STA. 19+25.75, F.O.C. 353.15 P.R.C. STA. 20+30.43, 47.22LT. STA. 20+65.99, F.O.C. 352.82 E.C. STA. 20+33.86, 59.551-T. STA. 20+84.30, F.O.C. 352.78 vo • # CN 0) Rmm288.00' L=26.76' N 66*56*25" E 20.79' R--291.00' L=23.94' N 66 x6'25' E 17.7 ad Iv- PRIVATELY MAINTAINED cd ic TEMPORARY SUMP VOLUME REQUIRED: 0.04 AC--FTS; CD VOLUME PROVIDED: 0.04 AC - SO FT Z 4 ®fir 1.5' DEEP -NO FENCE REQ'D cn 99' ycd0v 7 0,1 0019-%, R=.309.00' L-25.001 S 66*56'25' W 17.791�\4 R--312.00' L=28.18 S 66*56'25* W 20.79' ±43' REQUIRED VOLUME: 0.04 AC -FT AREA: 0.69 AC AND C=0.40 VOLUME REQUIRED. -O.15 X E(CXA) = 0.04 AC -FT PROVIDED VOLUME: 0.04 AC -FT VOLUME PROVIDED: (49X24) X 1.5' = 0.04 AC -FT 27 X 1613.33 PRIVATELY MAINTAINED t'A\ TEMPORARY SUMP DETAIL k, 9 SCALE: 1"=10* TEMPORARY FLOWAGE AND DRAINAGE EASEMENT PER C.O.B. DOC.#0002161742" W It � N Know what's below. Call before you dig. STATIONING TABLE - DELAMERE STREET REF. NO. DESCRIPTION C.L. STATION F.O.C. STA11ON T.C. ELEV. M UNIT BOUNDARY STA. 15+17.39, 18.00LT. STA. 15+13.16, F.O.C. 353.12 GRADE BREAK PROJECTION STA. 15+67.63, 18.001-T. STA. 15+63.40, F.O.C. 353.47 B.C. STA. 16+08.27, 18.00LT. STA. 16+04.04, F.O.C. 353.57 P.C.C. STA. 16+17.55, 18.00LT. STA. 16+13.65, F.O.C. 353.60 5 P.R.C. STA. 16+24.57, 14.951-T. STA. 16+21.75, F.O.C. 353.55 P.R.C. STA. 17+40.40, 15.00LT. STA. 17+40.42 F.O.C. 353.56 E.C. STA. 17+47.54, 18.00LT. STA. 17+48.41, F.O.C. 353.61 B.C. STA. 17+75.69, 18.0OLT. STA. 17+76.57, F.O.C. 353.54 E.C. STA. 18+53.87, 15.001-T. STA. 18+51.93, F.O.C. 353.35 nO B.C. STA. 19+32.88, 1&OOLT. STA, 19+30.94, F.O.C. 353.13 11 P.R.C.P.R.C. STA. 19+40.02, 15.00LT. STA. 19+38.90, F.O.C. 353.07 UNIT BOUNDARY STA. 15+17.39, 18.00RT. STA. 15+15.64, F.O.C. 353.13 GRADE BREAK PROJECTION STA. 15+68.87, 18.GORT. STA. 15+67.12, F.O.C. 353.49 B.C. STA. 16+08.27, 18.00RT. STA. 16+06.52, F.O.C. 353.59 E.C. STA. 16+74.23, 18.00RT. STA. 16+70.10, F.O.C. 353.75 16 GRADE BREAK PROJECTION STA. 16+82.50, 18.00RT. STA. 16+78.37, F.O.C. 353.77 Q B.C. STA. 16+85.65, 18.00RT. STA. 16+81.52, F.O.C. 353.76 P.R.C. STA. 16+92.79, 15.00RT. STA. 16+89.47, F.O.C. 353.68 P.R.C. STA. 17+22.07, 15.00RT. STA. 17+20.38, F.O.C. 353.61 E.C. STA. 17+29.21, 18.00RT. STA. 17+28.34, F.O.C. 353.65 B.C. STA. 17+75.69, 18.00RT. STA. 17+74.82, F.O.C. 353.53 E.C. STA. 18+53.81, 18.00RT. STA. 18+55.81, F.O.C. 353.33 B.C. STA. 19+10.94, 18.00RT. STA. 19+12.88, F.O.C. 353.19 P.R.C. STA. 19+23.55, 20.21RT. STA. 19+25.75, F.O.C. 353.15 P.R.C. STA. 20+30.43, 47.22LT. STA. 20+65.99, F.O.C. 352.82 E.C. STA. 20+33.86, 59.551-T. STA. 20+84.30, F.O.C. 352.78 Rmm288.00' L=26.76' N 66*56*25" E 20.79' R--291.00' L=23.94' N 66 x6'25' E 17.7 ad Iv- PRIVATELY MAINTAINED cd ic TEMPORARY SUMP VOLUME REQUIRED: 0.04 AC--FTS; CD VOLUME PROVIDED: 0.04 AC - SO FT Z 4 ®fir 1.5' DEEP -NO FENCE REQ'D cn 99' ycd0v 7 0,1 0019-%, R=.309.00' L-25.001 S 66*56'25' W 17.791�\4 R--312.00' L=28.18 S 66*56'25* W 20.79' ±43' REQUIRED VOLUME: 0.04 AC -FT AREA: 0.69 AC AND C=0.40 VOLUME REQUIRED. -O.15 X E(CXA) = 0.04 AC -FT PROVIDED VOLUME: 0.04 AC -FT VOLUME PROVIDED: (49X24) X 1.5' = 0.04 AC -FT 27 X 1613.33 PRIVATELY MAINTAINED t'A\ TEMPORARY SUMP DETAIL k, 9 SCALE: 1"=10* TEMPORARY FLOWAGE AND DRAINAGE EASEMENT PER C.O.B. DOC.#0002161742" W It � N Know what's below. Call before you dig. R/W 52' 53.5' PA 52 44' R/W I t i 15.5' 32.5' 30.5' 13.5' 9.5' 12' LEFT i LANDSCAPE FUTURE PARK TURN LANE 1 LOT NOT A PART i 10' VARIES 24' 8.5' 3.5' 3' 24' VARIES 5' VARIES i MEANDERING L/S DRIVE AISLE DRIVE AISLE L/S S/W L/S 6' NIGH SIDEWALK z MEDIAN z f 10 VARIES BLOCK WALL 2% TO 29 2% 3.09% W NIN .. lu a 'D 0J t 0 O {� 0 %� G i7 o F.. <, i Cl �i \ � *.i �} �\i 0.65' COMPACTED SUBGRADE 0.30' A.C. PAVING - COMPACTED TO 95% REL. DENSITY. 0.55' AGG. BASE STREET SECTION A HIGHGATE PARK BOULEVARD -AS/ SCALE: 1"=1 0' LOCAL COLLECTOR (PUBLIC STREET) (STA. 25+54.96 C.L. TO 27+96.46 C.L.) WMSP EXHIBIT 4-11.5 TI =6 R=44 R/W PA L 52 53.5 52' 44' R/W i I i 15.5' 32.5' 30.5' 13.5' t 9.5' FUTURE PARK LANDSCAPE NOT A PART LOT I 10' VARIES 24' 8.5' 6.5' 24' VARIES 5' VARIES i MEANDERING G L/S DRIVE AISLE L/S MEDIAN DRIVE AISLE z L/S S/W L/S BLS WALL. R VARIES 1® 290 ® - 2% TO - -- 2.78% 's-- 2%.. Cr J t c, J 7 £ C} C? t }. C> C3 t c /f\/i\�/f\�//\/f\/i\\/r\\i\\/ 1 2 • 0.30' A.C. PAVING 0.65' COMPACTED SUBGRADE 0.55' AGG. BASE COMPACTED TO 95% RELATIVE DENSITY STREET SECTION HIGHGATE PARK BOULEVARD 1 SCAL.E:1 "=10' LOCAL COLLECTOR (PUBLIC STREET) (STA. 27+96.46 C.L. TO 33+33.64 C.L.) WMSP EXHIBIT 4-11.5 TI=6 R=44 R/w 90' RIGHT OF WAY R/W 20' 20' 10' LANDSCAPE 20' 20' I DRIVE AISLE MEDIAN DRIVE AISLE l 1 VARIES 5' VARIES VARIES 5' VARIES 1 SIDE- W Ww SIDE - w i LANDSCAPE WALK LANDSCAPE ILANDSCAPE WALK LANDSCAPE I i AREA 2X AREA o AREA 2% AREA - MAX.2% G_ 2% 2%� U_ 29 MAX. t Z�3ttt•!1-i wi.2i t-�#it..,.:�4z3i3f•-#u }S .L-3„$yS3tiC="iiv€ii4 tY..if 3��4 SIS '3j 1 S- 0.20' TYPE "B» A.C. PAVING 0.45' AGG. BASE 0.50' COMPACTED SUBGRADE 95% REL DENSITY. STREET SECTION C HIGHGATE HEATH AVENUE 1 SCALE: 1"=1 0' (PRIVATE STREET) WMSP EXHIBIT 4-19.1 TI=4.5 R=44 R/w fi0' RIGHT OF WAY R/W R/W 40' RIGHT OF WAY 12' 18' 18' 12' L.S. LOT 10' 18' 1 5' 7' 6' 12' 12' 6' 7' 5' 1 w 12' 6' SIDE- LANDSCAPE PARKING W LANE LANE W PARKING LANDSCAPE SIDE- W WALK AREA 0 z WW z AREA WALK I N� 2' -� I LAW: U Ic o o 27 I �"1 C5 MAX. 2X ® 1.5X iA1d. 1.5X t�td. ® 2% ICL ---- 43 % 1A�1. G� 3.4� -°�---- MAX. aCh14' U. -`'t'. -E1C_'" e "`' t• 6� 2% 2 5 6 _- 6 5 2 -fit: a i € zP- s_ -Ii z- if ,wt,37 ��r.�i� ��i �i ?fit;�.� i f.I 1� - 0.2o A.C. PAVING, -k�3f i1 -,i 11--#:- E #t. ii -fit It#z, r1 llt=e 0.45 AGG. BASE ._. , a f t -� 0.50' COMPACTED SUBGRADE _ s 0.50 COMPACTED SUBGRADE 0.20 A.C. PAVING 95% REL. DENSITY. 0 95% RELATIVE DENSITY 0.45' AGG. BASE STREET SECTION D SCALE:1"=10' 10 ONE WAY STREET SECTION F (PRIVATE STREET) SCALE:1 "=10' 0 WMSP EXHIBIT 4-19 (PRIVATE STREET) TI = 4.5 R = 44 WMSP EXHIBIT 4-18 (ONE SIDED PARKING) TI=4.5 R=44 11111111. Alk kv 11010 R 7' S' EXPANSION JOINT AT SIDEWALKS. CONCRETE WALK, s" �~� WHERE OCCURS. A ! cv FINISH GRADE ---_-_-- _ _ � CONCRETE IN j t - IN PARKING AREAS (SEE DETAIL 4 THIS SHEET) Nc> a 0 U , a„c " " 7- Q`.c„. •Jcs< "i - t.,,:}a CLASS B CONCRETE (5 SACK) -a 010 ,,`'M 1 m ,r s a c« a c a c>n k> t `a EXPANSION JOINTS EA. 30'.`'` WEAKENED PLANE JTS. EA. 15 POUR ON COMPACTED SUBGRADE 9" DETAIL 6" COINUCRETE CURB. N.T.S. DETAIL 112$$ TYPICAL CORNEI SIDEWALK /,---SEE NOTE 9 ua T FRONT EDGE OF SIDEWALK 9% MAX °oo°O000da oo00ao°MAX AT CURB 000Soa 000050 AT CURB � --- - o. 000000 000000 -a- - a - -- N.T.S. MI LOT SIDE 5' SIDEWALK PA •�..____ R=10' -i,, _ I -,r-R=10' SIDEWALK 1,5% FIXTURE CASE G CURB RAMPS MAY BE USED FOR CORNER STERNBERG STERNBERG :.. BARRINGTON POLE OLD TOWN iv zMAX tit FRONT ED 2 LOT SIDE 110' a OF SIDEW) �- 5' SIDEWALK 3 INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. AT MID BLOCK LOCATIONS, AS SITE CONDITIONS DETAIL 112$$ TYPICAL CORNEI SIDEWALK /,---SEE NOTE 9 ua T FRONT EDGE OF SIDEWALK 9% MAX °oo°O000da oo00ao°MAX AT CURB 000Soa 000050 AT CURB � --- - o. 000000 000000 -a- - a - -- N.T.S. MI LOT SIDE 5' SIDEWALK PA •�..____ R=10' -i,, _ I -,r-R=10' SIDEWALK 1,5% FIXTURE CASE G CURB RAMPS MAY BE USED FOR CORNER STERNBERG STERNBERG 14' BARRINGTON POLE OLD TOWN iv zMAX A850SRLED FRONT ED 2 CONSTRUCT 5' DETACHED STANDARD TYPE SIDEWALK PER C.O.B. STD ST -3 DETAIL A DO NOT HAVE TO BE THE SAME. CASE A a OF SIDEW) �- ROAD SURFACES IMMEDIATELY ADJACENT TO AND 3 INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. AT MID BLOCK LOCATIONS, AS SITE CONDITIONS WITHIN 24 INCHES OF THE CURB RAMP SHALL NOT 6" DICTATE. EXCEED 1" OF DEPTH FOR EACH 2'-0" OF WIDTH. 4 TYP6 2. IF DISTANCE FROM CURB TO BACK OF SIDEWALK 9. CURB RAMPS SHALL HAVE A DETECTABLE O CONSTRUCT 6" CONCRETE CURB WITH 12" TOTAL CURB HEIGHT AND 6" REVEAL PER DETAIL 1" ON SHEET 10. z WARNING SURFACE THAT EXTENDS THE FULL WIDTH © PARKING AREA 6" THICK CONCRETE- SEE DETAIL "4" ON SHEET 10. w000000 000000 III o000 000000 RETAIN IN( CASE B, OR C OR MAY BE WIDENED AS IN CASE D. 0000 00000 000d X0 o000 7 Q CURB (B( 0000 .qt 0000 odd 4000 m SIDES OF 3. WHEN RAMP IS LOCATED IN CENTER OF CURB 000 0000 400 0044 O 000000 000 O 000000 0000 0 RAMP) RETURN, CROSSWALK CONFIGURATION MUST BE SIMILAR TO THAT SHOWN FOR DETAIL B. SPECIFICATIONS. GU _T. O r OF RAMP .. , D !E NOTE i SECTION A l.. 4"-Z- MIN SEE NOTE 9 A CASE F Q 0 040 1.67" TO 2.3 " 0 © Q 0.45" CENTER TO CENTER 0 � � TOP DIAL SPACING RAISED TRUNCATE® BASE DIA �- DOME PATTERN (IN --LINE 0 DETECTABLE WARNING SURFACE RAISED TRUNCATED DOME (SEE NOTE 10) CURB R " 7e IN ACCORDANCE WITH CALTRANS REVISED JULY 2016 STD. A88A '-'_� P.AF.L. �g Pxrvnrt sTh¢1 DETAIL "3" TYPICAL BULGE LK IF, N.T.S. 2' 6' PROPOSED 0 A. C. PAVING ILL: ' SEE STREET Q CROSS SECTION 1! a. 2% r,M1 n a '110'0 o 'a "` ao0a00 0000000000000000 0 a 0 a 00aucac 0vasaaGs� cgtio J`0` r cco c4t- ,n )CONCRETE CURB SEE DETAIL 1 2" 0.50' TYPE "A" CONC. 0.50' COMPACTED. O.G. TO 95% RELATIVE DENSITY DETAIL " 4" PARKING AREA FLOWLINE N.T.S. SINGLE FIXTURE (5800 LUMEN) STREET LIGHT DETAIL NO SCALE SIZE LIGHT POST FIXTURE CASE G CURB RAMPS MAY BE USED FOR CORNER STERNBERG STERNBERG 14' BARRINGTON POLE OLD TOWN 1 5214FP14 A850SRLED 2$ 3o" 15" RADIUS IGHT BASE C.O.B.6* SLAB SEE SM ST -1 4 ANCHOR BOLTS SCALE: NONE NOTE: 5800 LUMEN STREET LIGHTS SHALL BE IN ACCORDANCE WITH C.Q.B. STD. DET. ST -14. NOTE: ® CASE "A" CURB RAMPS TO BE USED ON COLLECTORS AND ARTERIALS. STREET LIGHT " y' -- DETAIL TA I L a CASE "F" CURB RAMPS TO BE USED ON ALL LOCAL STREETS. SCALE: NONE NOTES® 1. AS SITE CONDITIONS DICTATE, CASE A THROUGH 7. THE ADJACENT SURFACES AT TRANSITIONS AT CONSTRUCTION NOTES: CASE G CURB RAMPS MAY BE USED FOR CORNER CURB RAMPS TO WALKS, GUTTERS, AND STREETS "B" INSTALLATIONS SIMILAR TO THOSE SHOWN IN DETAIL SHALL BE AT THE SAME LEVEL. 1 CONSTRUCT TYPE CURB & GUTTER PER C.Q.B. STD ST -1 A AND B. THE CASE OF CURB RAMPS USED IN 2 CONSTRUCT 5' DETACHED STANDARD TYPE SIDEWALK PER C.O.B. STD ST -3 DETAIL A DO NOT HAVE TO BE THE SAME. CASE A 8. COUNTER SLOPES OF ADJOINING GUTTERS AND THROUGH CASE G CURB RAMPS ALSO MAY BE USED ROAD SURFACES IMMEDIATELY ADJACENT TO AND 3 INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. AT MID BLOCK LOCATIONS, AS SITE CONDITIONS WITHIN 24 INCHES OF THE CURB RAMP SHALL NOT CONSTRUCT HANDICAP RAMP PER CALTRANS 2010 REVISED DICTATE. EXCEED 1" OF DEPTH FOR EACH 2'-0" OF WIDTH. 4 STANDARD PLAN R.S.P. A88A-CASE A OR F - DETAIL "5" ON SHEET 10. 2. IF DISTANCE FROM CURB TO BACK OF SIDEWALK 9. CURB RAMPS SHALL HAVE A DETECTABLE O CONSTRUCT 6" CONCRETE CURB WITH 12" TOTAL CURB HEIGHT AND 6" REVEAL PER DETAIL 1" ON SHEET 10. IS TOO SHORT TO ACCOMMODATE RAMP AND 4'-2" WARNING SURFACE THAT EXTENDS THE FULL WIDTH © PARKING AREA 6" THICK CONCRETE- SEE DETAIL "4" ON SHEET 10. PLATFORM (LANDING) AS SHOWN IN CASE A, THE AND 3' DEEP STARTING FROM THE BACK OF THE SIDEWALK MAY BE DEPRESSED LONGITUDINALLY AS IN CURB. A 4'-0" WIDE DETECTABLE WARNING INSTALL W31(CA) SIGN NTH OM4-3 MARKER AT UNIT BOUNDARY OF CASE B, OR C OR MAY BE WIDENED AS IN CASE D. SURFACE MAY BE USED ON A 4'-2" WIDE CURB 7 Q TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED AT THE SAME TIME. RAMP. DETECTABLE WARNING SURFACES SHALL REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. 3. WHEN RAMP IS LOCATED IN CENTER OF CURB CONFORM TO THE REQUIREMENTS IN THE STANDARD CONSTRUCT TYPICAL STREET CORNER - SEE DETAIL "2" ON SHEET 10. RETURN, CROSSWALK CONFIGURATION MUST BE SIMILAR TO THAT SHOWN FOR DETAIL B. SPECIFICATIONS. � CONSTRUCT TYPICAL STREET BULGE -SEE DETAIL *3* ON SHEET 10. 4. AS SITE CONDITIONS DICTATE, THE RETAINING 10. SIDEWALK AND RAMP THICKNESS, "T", SHALL BE 10 CONSTRUCT TYPE "M" MEDIAN CURB WITH 10" REVEAL PER C.O.B. STD. ST -2. CURB SIDE AND THE FLARED SIDE OF THE CASE G 3.5" MINIMUM, 11 CONSTRUCT 10' WIDE MEANDERING MULTI-PURPOSE TRAIL PER C.O.B. SIDEWALK RAMP SHALL BE CONSTRUCTED IN REVERSED 11 UTILITY PULL BOXES, MANHOLES, VAULTS AND ALL SPECIFICATIONS INV STD. ST -3. POSITION. OTHER UTILITY FACILITIES WITHIN THE BOUNDARIES OF 12 CONSTRUCT 5' WIDE MEANDERING SIDEWALK PER C.O.B. SIDEWALK 5. IF LOCATED ON A CURVE, THE SIDES OF THE THE CURB RAMP WILL BE RELOCATED OR ADJUSTED SPECIFICATIONS ON STD. ST -3. RAMP NEED NOT BE PARALLEL, BUT THE MINIMUM TO GRADE BY THE OWNER PRIOR TO, OR IN 13 EXISTING OVERHEAD PQWERPOLE TO BE RELOCATED UNDERGROUND BY OTHERS. WIDTH OF THE RAMP SHALL BE 4'-2". CONJUNCTION WITH, CURB RAMP CONSTRUCTION. 14 EXISTING IRRIGATION VALVES, EQUIPMENT & ASSOCIATED IRRIGATION LINES TO BE REMOVED BY OTHERS. 6. SIDE SLOPE OF RAMP FLARES VARY UNIFORMLY 12 DETECTABLE WARNING SURFACES MAY HAVE TO 15 PROPOSED EDGE OF PAVEMENT FROM A MAXIMUM OF 996 AT CURB TO CONFORM BE CUT TO ALLOW REMOVAL OF UTILITY COVERS WHILE MAINTAINING FULL DETECTABLE WARNING WIDTH 16 EXISTING PIPELINE MARKER TO BE REMOVED. WITH LONGITUDINAL SIDEWALK SLOPE ADJACENT TO TOP OF THE RAMP, EXCEPT IN CASE C AND CASE F. AND DEPTH. 17 PAINT 12" LIMIT UNE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATIONS PTH-62ALKYD 18 EXISTING 24" SO. CAL GAS PIPELINE TO BE PROTECTED IN PLACE. SEE SOUTHERN CALIFORNIA GAS COMPANY NOTES ON SHEET 1. 19 FUTURE SIDEWALK TO BE APPROVED AND CONSTRUCTED WITH FUTURE RECREA11ONAL CENTER PLANS. • below. Call before you dig. -111111111