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HomeMy WebLinkAbout1.1-7302 Ph 3 & 4A.C. PAVING TESTING NOTES: SP7-39.01 7-1, ASPHALT CONCRETE (TYPE 'A'). ASPHALT CONCRETE SHALL BE TYPE A (MODIFIED) FOR ALL ARTERIAL AND COLLECTOR STREETS AND TYPE B (MODIFIED) FOR LOCAL STREETS AND SHALL CONFORM TO THE PROVISIONS IN SECTION 39, "ASPHALT CONCRETE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. PRIOR TO THE ADDITION OF ASPHALT BINDER, THE COMBINED MINERAL AGGREGATE FOR TYPE A (MODIFIED) OR TYPE B (MODIFIED) ASPHALT CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE," OF THE SPECIFICATIONS FOR 3/4" MAXIMUM, MEDIUM GRADING. ASPHALT BINDER FOR TYPE A (MODIFIED) ASPHALT CONCRETE SHALL BE PG 64-10 VISCOSITY GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. ASPHALT BINDER FOR TYPE B (MODIFIED) ASPHALT CONCRETE SHALL BE PG 54-10 VISCOSITY GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. THE ASPHALT BINDER SHALL CONFORM TO THE REQUIREMENTS IN THE TABLE FOR "STEAM -REFINED PAVING ASPHALTS," IN SECTION 92-T.02, "GRADES; OF THE STANDARD SPECIFICATIONS. THE AMOUNT OF ASPHALT BINDER TO BE MIXED NTH THE MINERAL AGGREGATE SHALL BE DETERMINED BY THE CONTRACTOR IN ACCORDANCE NTH CALIFORNIA TEST METHOD 367 USING SAMPLES OF MATERIALS PROPOSED FOR USE IN THE WORK. THE AMOUNT OF ASPHALT BINDER SHALL BE APPROVED BY THE ENGINEER. AT LEAST 14 DAYS PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL SUBMIT THE FOLLOWING FOR THE ENGINEER'S RENEW AND APPROVAL: A. A LIST OF AGGREGATE AND ASPHALT SOURCES B. DOCUMENTATION VERIFYING THAT THE AGGREGATES TO BE INCORPORATED IN THE WORK CONFORM TO THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MATERIAL SIEVE ANALYSIS AND SAND EQUIVALENT TEST RESULTS SHOULD NOT BE OLDER THAN SIX (6) MONTHS. ALL OTHER TEST RESULTS SHOULD NOT BE ODER THAN ONE (1) YEAR. C. AN ASPHALT CONCRETE MIX DESIGN DETERMINED IN ACCORDANCE NTH CALIFORNIA TEST 367. LABORATORY TEST RESULTS ON WHICH THE DESIGN IS BASED SHALL BE SUBMITTED NTH THE MIX DESIGN ALONG WITH THE THEORETICAL MAXIMUM DENSITY OF THE DESIGN MIXTURE AS DETERMINED BY ASTM D2041. THE ASPHALT CONCRETE MIX SHALL MEET THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. IF THE DATA SUBMITTED SHOWS THAT THE MATERIALS ARE SUBSTANTIALLY THE SAME AS MEN THE DESIGN WAS PREPARED, THE DESIGN MAY BE UP TO THREE (3) YEARS OLD. THE DEVELOPER SHALL BEAR ALL COSTS ASSOCIATED NTH THE ASPHALT CONCRETE MIX DESIGN. WHERE NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM TO EXISTING PAVED SURFACES, THE EXISTING PAVEMENT IS TO BE SAW CUT IN A NEAT STRAIGHT LINE, EITHER PARALLEL OR PERPENDICULAR TO THE CENTERLINE OF THE STREET, AND AT A MINIMUM DISTANCE OF ONE (1) FOOT FROM THE EXISTING EDGE OF PAVEMENT. A PRIME COAT WILL NOT BE REQUIRED ON NON -PAVED AREAS TO BE SURFACED PRIOR TO THE PLACEMENT OF ASPHALT CONCRETE. HOWEVER. ALL OTHER REQUIREMENTS OF BECTON 39-4.01, "SUBGRADE.' OF THE STANDARD SPECIFICATIONS SHALL BE MET. THE AREA TO WHICH PAINT BINDER HAS BEEN APPLIED SHALL BE CLOSED TO PUBLIC TRAFFIC. CARE SHALL BE TAKEN TO AVOID TRACKING BINDER MATERIAL ONTO THE EXISTING PAVEMENT SURFACE BEYOND THE LIMITS OR CONSTRUCTION. PAVING SEAMS SHALL BE LOCATED TO MATCH DESIGNED TRAFFIC LANE STRIPE LOCATIONS UNLESS OTHERWISE PERMITTED BY THE ENGINEER. INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE ENGINEER. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED AT ROAD CONNECTIONS AND PRIVATE DRIVES, WHERE SHOWN ON THE PLANS AND AS DIRECTED BY THE ENGINEER, AND HAND RAKED, IF NECESSARY, AND COMPACTED TO FORM SMOOTH, TAPERED CONNECTIONS. NG THE FOLLOWING SHIFT OF NORMAL PAVING OPERATIONS, PLACED ALONG THE TRANSVERSE DROP-OFFS ON EACH LAI _L BE HAND RAKED AND COMPACTED TO FORM TEMPORARY ) TO PUBLIC TRAFFIC. KRAFT PAPER, OR 01HER APPROVED IE CONFORMS TO FACILITATE THE REMOVAL OF THE THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL BE DETERMINED BY, A. A PROPERLY CALIBRATED NUCLEAR ASPHALT TESTING DEVICE IN THE FIELD, OR B. ASTM 01188 MEN SLABS OR CORES ARE TAKEN FOR LABORATORY TESTING. ZINC STEARATE MAY BE SUBSTITUTED WITH PARAFFIN. C. IN CASE OF DISPUTE, METHOD B ABOVE SHALL BE USED. IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED SURFACE TOLERANCES, IT SHALL BE BROUGHT NTHIN TOLERANCE BY EITHER: A. ABRASIVE GRINDING NTH EQUIPMENT UTLEZING DIAMOND BLADES B. REMOVAL AND REPLACEMENT C. PLACEMENT OF AN ASPHALT CONCRETE OVERLAY THE METHOD WILL BE SELECTED BY THE ENGINEER. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTORS EXPENSE. THE LAST FOUR PARAGRAPHS OF SECTION 42-2.02, "CONSTRUCTION- OF THE STANDARD SPECIFICATIONS 0 SEAL OAT SHALL E APPLIED TO ALL FINISHED ASPHALT SURFACES AT THE DEVELOPER'S EXPENSE. A FOG E L C B C THE FOG SEAL COAT SHALL BE EITHER REJUVENATING AGENT OR ASPHALTIC EMULSION AS DIRECTED BY THE ENGINEER. ARTERIAL AND COLLECTOR STREET BASE MATERIAL SHALL BE CRUSHED AGGREGATE BASE (CAB) CONFORMING TO SECTION 200-2.2 OF THE GREENBOOK. BASE MATERIAL FOR LOCAL STREETS TREATED BASE OR A COMBINATION OF THESE MATERIALS OTHER RECYCLED BASES SHALL NOT BE ALLOWED. AGGREGATE BASE SHALL BE COMPACTED TO A MINIMUM OF 95% OF MAXIMUM DRY DENSITY. PAVING CONTRACTOR SHALL GRADE THE PAVING AREAS TO THE FOLLOWING MODIFIED CALTRANS STANDARD SPECIFICATION SECTION 19-1.03 PER THE CITY OF BAKERSFIELD: IMMEDIATELY PRIOR TO PLACING SUBSEQUENT LAYERS OF MATERIAL THEREON, THE GRADING PLANE SHALL CONFORM TO THE FOLLOWING: A. WHEN ASPHALT CONCRETE OR ASPHALT CONCRETE BASE IS TO BE PLACE ON THE GRADING PLANE, THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.04 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. B. WHEN THE SUBBASE OR BASE MATERIAL (OTHER THAN ASPHALT CONCRETE BASE)IS TO BE PLACE ON THE GRADING PLANE, THE GRADING PLANE AT ANY PONT SHALL NOT VARY MORE THAN 0.04 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS MORE THAN 0.15 FOOT, PAVING OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT THE LAYER OF ASPHALT CONCRETE IS PLACED ON ALL CON71GUOUS LANES OF THE TRAVELED WAY BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC, AT THE END OF EACH WORK SHIFT, THE DISTANCE BETWEEN THE ENDS OF A LAYER OF ASPHALT CONCRETE ON ADJACENT LANES SHALL NOT BE GREATER THAN 10 FEET. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE AND ALONG THE LONGITUDINAL DROP-OFF BETWEEN ADJACENT LANES SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM 92 PERCENT OF THE MAXIMUM THEORETICAL STANDARD NOTES 1. ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS AND SPECIFICARONS OF THE CITY OF BAKERSFIELD AND STATE OF CA., DEPT. OF TRANSPORTATION STANDARD SPECIFICATIONS. 2. THE FOLLOWING CITY OF BAKERSFIELD STANDARDS SHALL BE CONSIDERED PART OF THESE PLANS: ST -1 STANDARD CURB AND GUTTER ST -2 STANDARD MEDIAN CURBS TYPE "M" ST -3 STANDARD COMMERCIAL DRIVE APPROACH TYPE 'A" ST -4 STANDARD COMMERCIAL DRIVE APPROACH TYPE "B' ST -6 STANDARD PAVEMENT PATCHES ST -7 STANDARD CROSS GUTTERS ST -9 STANDARD STREET SPECIFICATIONS ST -13 STANDARD SURVEY MONUMENTS ST -14 STANDARD STREET UGHT MAST ARM TYPE ST -15 STANDARD SYMMETRICAL CUL-DE-SACS ST -15B STANDARD OFFSET CUL-DE-SACS ST -16 STANDARD STREET KNUCKLES ST -19 STANDARD HANDICAP RAMPS D-14 STANDARD CATCH BASIN TYPE "A" D-16 STANDARD GUTTER DEPRESSIONS T-1 STANDARD STREEET SIGN POST SME 3. PAVEMENT: PAVING FOR RESIDENTIAL AND LOCAL STREETS SHALL BE. 0.20' TYPE "8" ASPHALT CONCRETE OVER 0.40' AGGREGATE BASE OVER 0.50' ORIGINAL GROUND. O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 4. INSTALL STANDARD SURVEY MONUMENT FRAME AND COVER PER CITY OF BAKERSFIELD STD. DWG. ST -13. O TO BE INSTALLED EXISTING 5.-s-�� INSTALL TRAFFIC CONTROL SIGNS l T INSTALL STANDARD STREET NAME SIGNS PER C.O.B. STD. T-1 --o- INSTALL STANDARD STREET LIGHTS, 5800 LUMEN H.P.S.V. ON 14' POST TOP PER DETAIL ON SHT. 4 -o- INSTALL STREET LIGHTS, 9500 LUMEN H.P.S.V. PER DETAIL ON SHL 4 STREET LIGHTS SHALL MATCH THOSE EXISTING IN THE VICINITY. S. INSTALL TYPE "B" CURB AND GUTTER, PER C.O.B. STANDARD ST -1, ON ALL STREETS UNLESS OTHERWISE NOTED. 7. INSTALL 5.0' DETACHED SIDEWAUC ON ALL STREETS UNLESS OTHERWISE NOTED. 8. SEWER LATERAL LOCATIONS TO BE STAMPED ( S ) INTO THE CURB FACE OVER EACH SEWER LATERAL 9. INSTALL ADDITIONAL $ 3-1/2 PULL BOX FOR STREET LIGHTS AT P.G.& E. SERVICE POINT, ALL PULL BOXES TO BE INSTALLED ON A GRAVEL BED A MINIMUM OF 6' ',HICK. 10. ALL MANHOLE AND LAMPHOLE FRAME AND COVERS SHALL BE SET 1/4" BELOW PAVEMENT GRADE. 11 UNDERGROUND SERVICE ALERT SHALL BE CONTACTED AT LEAST 2 WORKING DAYS PRIOR TO CONSTRUCTION. 1-800-227-2600. 12. WARNING/REGULATORY SIGNS: SIGN PANELS SHALL BE MOUNTED ON POSTS NTH HAWKINS M2G SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR EQUAL ROADSIDE SIGNS INSTALLED PER STD. T-19 SHALL BE LOCATED WITHIN SIDEWALK 6' FROM BACK. 13. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBUC WORKS OUT. FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT-OF-WAY AND INSURANCE SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. 14. AGGREGATE BASE: AGGREGATE BASE MATERIAL FOR ARTERIAL & COLLECTOR ROADWAYS SHALL BE CRUSHED AGGREGATE BASE (CAB) CONFORMING TO SECTION 200-2.2 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION ("GREENSOOK"). AGGREGATE BASE MATERIAL FOR LOCAL ROADWAYS SHALL BE EITHER CAB OR CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200-2.4 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION. AGGREGATE BASE SHALL BE FURNISHED AND PLACED IN ACCORDANCE NTH THE CONTRACT PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION AND THESE DETAILED SPECIFICATIONS. AGGREGATE BASE SHALL BE GRADED TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D-1557. 15. SUBGRADE PREPARATION: THE CONTRACTOR SHALL FINE GRADE AND COMPACT STREET SUBGRADE IN ACCORDANCE WITH THE CONTRACT PLANS, CITY REQUIREMENTS AND STANDARD SPECIFICATIONS. SUBGRADE SHALL BE GRADED TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY IN ACCORDANCE NTN ASTM D-1557, 16. ANY TRENCHING TO BE CONDUCTED SHALL BE BACKFILLED & COMPACTED PER CITY STANDARD DETAIL ST -22. 7. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THEOP R. TH DEVIN E E NUMBER AND LOCATION OF REWIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. I& PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION WITHIN PUBLIC RIGHT-OF-WAY, THE CITY CONSTRUCTION INSPECTION SHALL BE GIVEN 24 HOURS NOTICE. (661) 326-2049. 19. DUST CONTROL: CONTRACTOR SHALL OBTAIN A COPY OF THE DUST CONTROL PLAN (DCP) FOR THIS PROJECT FROM THE DEVELOPER, AND SHALL KEEP A COPY ON SITE AT ALL TIMES. FOR THE DURATION OF CONTRACTOR'S OCCUPANCY OF THE SITE CONTRACTOR IS REQUIRED TO COMPLY WITH THE PROVISIONS OF SAID PLAN. 20. STORM WATER POLLUTION PREVENTION: CONTRACTOR SHALL OBTAIN A COPY OF THE STORM WATER POLLUTION PREVENTION PLAN 'SWAPPP FOR THIS PROJECT FROM THE DEVELOPER, AND SHALL KEEP A COPY ON SITE AT ALL TIMES. FOR THE DURATION OF CONTRACTOR'S OCCUPANCY OF THE SITE, CONTRACTOR IS REQUIRED TO COMPLY NTH PROVISIONS OF SAID PLAN. 21. STREET UGHT LUMINAIRES ARE TO BE LED AS SPECIFIED IN C.O.B. SPECIAL PROVISIONS SECTION SP7-86.01 OR AN EQUIVALENT AS APPROVED BY THE CITY ENGINEER. LUMINARIES SHALL BE SOLID STATE LIGHT EMITTING DIODE NTH TWIST LOCK PHOTOCELL (ORIENTED NORTH) AND SHALL CONFORM TO THE LATEST REQUIREMENTS OF THE CURRENT CITY OF BAKERSFIELD LED STREET UGHTNG SPECIFICATIONS. 22. NOTE FOR 95% COMPACTION FULL PAVEMENT SECTION TO AT LEAST V UNDER AND EACH SIDE OF X -GUTTERS AND COMMERCIAL DRIVE APPROACH. 23. NOTE TO STAMP A "C" ON TOP OF CURB OF MEDIAN OVER EACH CONDUIT LOCATION. 24. MEDIAN HARDSCAPE IMPROVEMENTS SHOWN ARE FOR INFORMATIONAL PURPOSES ONLY. ACTUAL LAYOUT, COLOR, AND TEXTURED PATTERN SHALL BE APPROVED ON THE LANDSCAPE PLANS BY THE RECREATION & PARKS DEPARTMENT. DENSITY AS DETERMINED BY ASTM D-2041. IN-PLACE DENSITY SHALL BE DETERMINED IN ACCORDANCE F.L. FLOWUNE POVC POINT ON VERTICAL CURVE NTH CALIFORNIA TEST 375. C.L. CENT84M BVC BEGIN VERTICAL CURVE 0 ELEV. ELEVATION EVC END VERTICAL CURVE IF THE IN-PLACE DENSITY OF ANY LOT OF ASPHALT CONCRETE IS LESS THAN 92 PERCENT OR GREATER OCR. BEGIN CURB RETURN PI POINT OF INTERSECTION THAN 94 PERCENT OF THE MAXIMUM THEORETICAL DENSITY, THE CONTRACTOR WILL BE ADVISED THAT THE REQUIRED RELATIVE COMPACTION IS NOT BEING ATTAINED AND THAT THE MATERIALS OR PROCEDURES OR E.C.R. END CURB RETURN PRC POINT OF REVERSE CURVATURE BOTH, IF NEEDED, NEED ADJUSTMENT. ASPHALT CONCRETE SPREADING Be BEGIN CURVE PCC POINT OF COMPOUND CURVATURE OPERATIONS SHALL NOT CONTINUE UNTIL THE CONTRACTOR HAS NOTIFIED THE CITY ENGINEER OF THE EC Bm CURVE TC TOP OR CURB ADJUSTMENT THAT WILL BE MADE IN ORDER TO MEET THE REWIRED COMPACTION. IF ANY SUCCESSIVE PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT TEST AFTER NOTICE IS GIVEN DOES NOT MEET THE SPECIFIED RANGE, THE ASPHALT CONCRETE 6" CURB AND GUTTER OF VERTICAL CURVE FC FINISH CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED NTH MATERIAL THAT MEETS THE IN-PLACE P.O.C. POINT ON CURVE FC FINISHED CONCRETE DENSITY REQUIREMENTS, P/L PROPERTY LINE R/W RIGHT-OF-WAY 7,976 EP. EDGE OF PAVEMENT A.P. ANGLE POINT IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE RELATIVE COMPACTION IS F.O.C. FACE OF CURB C&G CURB AND GUTTER EITHER LESS THAN 90% OR MORE THAN 967, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT P.A.F.L PARKING AREA ROW LINE EX. EXISTING SHALL BE REMOVED AND REPLACED NTH MATERIAL THAT DOES MEET THE IN-PLACE DENSITY Is 4 REQUIREMENT. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. ® FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD, ST -13. 1 3 EXISTING SURVEY MONUMENT THE CONTRACTOR SHOULD BE AWARE OF EXISTING SEWER AND STORM DRAIN MANHOLES WITHIN THE 2 3 5 ROADWAY. EA. + FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/SUBDIVIDER/CONTRACTOR. THE NUMBERJ.._ CONCRETE PARKING FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. & LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. r 13,048 NOTE: 95% COMPACTION AT LEAST 1' ON EACH SIDE OF CROSS GUTTERS. �- FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. 114 242 STANDARD OR APPROVED EQUAL (SEE DETAIL -7- ON SHEET 4) SOFT �- FURNISH & INSTALL STREET UGHT-9500 LUMEN PER RAILROAD LOCAL ROADWAY LENGTH C.O.B. SID. ST -14. 884 ... DUSITNG STREET LIGHT PER SEPARATE APPROVED STREET PLANS STANDARD NOTES (CON'T) 25. IF THIS PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES), A "NONCE OF INTENT' (NCI) TO COMPLY WITH THE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM WATER ASSOCIATION WITH CONSTRUCTION ACTIVITY (SWRCB ORDER NO. 2009-009-DWO AS AMENDED BY ORDER 2010-0014-DWQ AND ORDER 2012-0006-DWD) MUST BE FILED WITH STATE WATER RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE THE BEGINNING OF ANY CONSTRUCTION ACTIVITY. COMPLIANCE WITH THE GENERAL PERMIT REQUIRES THAT A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) BE PREPARED, CONTINUOUSLY CARRIED OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC INSPECTION DURING NORMAL CONSTRUCTION HOURS. WASTE DISCHARGE IDENTIFICATION (WOID) NO. 51`15077505 HAS BEEN ISSUED BY THE STATE WATER RESOURCES BOARD FOR THIS PROJECT. 26. ANY WORK CONNECTING TOTING XI PUBLIC E S UBLC F AGLITIES FROM PRIVATE PROPERTY WILL REQUIRE AN ENGINEER'S ESTIMATE FOR THE WORK IN THE EXISTING PUBLIC RIGHT-OF-WAY TO ESTABLISH THE NECESSARY DEPOSIT FOR A STREET PERMIT. (FOR TRACTS NTH PRIVATE STREETS, PARCEL MAPS IMPROVEMENTS. OR PUBLIC TRACTS WITHOUT RECORDED MAPS) 27. INSTALL BLUE MARKERS AT CENTERUNE FOR FIRE HYDRANT LOCATIONS 28. PRIOR TO PAVING THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVE ND PLAS SHOULD CONDITIONS CHANGED, A REVISED PLAN SHALL BE SUBMITTED TO THE OTT' FOR APPROVAL 10 DAYS PRIOR TO PAWING. 29. LUMINARIES SHALL BE SOLID STATE LIGHT EMITTING DIODE NTH TWIST LOCK PHOTOCELL (ORIENTED NORTH) AND SHALL CONFORM TO THE LATEST REQUIREMENTS OF THE CURRENT CITY OF BAKERSFIELD LED STREET UGHTNG SPECIFICATIONS 30. ANY ITEMS IN PUBLIC RIGHT -OF WAY THAT ARE DAMAGED OR DO NOT MEET CURRENT STANDARDS SET BY PUBLIC WORKS WILL REQUIRE REPAIRING AND/OR UPGRADING AS PER CITY ENGINEER. 31. NTH THE EXCEPTION OF THOSE ON RETURNS, STREET SIGNS AND STREET UGHTS SHALL BE INSTALLED AT THE EXTENSION OF THE NEAREST LOT LINE TO WHERE THEY ARE SHOWN HEREIN. 32. MAXIMUM SLOPE RATIO FROM BACK OF SIDEWALK TO FACE OF WALL OR STRUCTURE SHALL BE 4:1, EXCEPT FOR TWO FEET BEHIND THE SIDEWALK WHERE THE MAXIMUM SLOPE SHALL BE 2% ALTERNATIVELY, THE CITY ENGINEER MAY APPROVE CURBING BEHIND THE SIDEWALK OR OTHER METHOD TO PREVENT EROSION ONTO THE SIDEWALK. lFlOmmillk toloili =01 NM �. STREET CONSTRUCTION PLAN'49 I� 93 'SJR ♦ 7 L � 72 3 $ 4 `� 71 W< UNIT�4/ D / -'/ PROJECT MAP SCALE 1"=200' IL /' SHEET NO. INDEX 1/ INDEX OF SHEETS SHEET BILL 1. COVER SHEET 2. HIGHGATE GREENS DRIVE 3. LADBROOK WAY & WHINFELL COURT 4, SECTION DETAILS AND SPECIFICATIONS LIST OF MATERIALS TRACT 7302 UNIT 3 0 , NOTE: 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. TELEPHONE 326-3049 2. ALL MATERIALS SUPPLIED FOR THIS PROJECT WILL REQUIRE A CERTIFICATE OF COMPLIANCE STATING THAT THE REQUIREMENTS & STANDARDS SET FORTH BY THE CITY OF BAKERSFIELD HAVE BEEN MET. I� 3. NO CITY INSPECTIONS WILL BE GIVEN FOR THE ii WORK IN THIS AREA UNTIL A STREET PERMIT HATH APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINED. ENGINEER'S STATEMENT THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND, TO THE BEST OF MY KNOWLEDGE AND BELIEF, COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS AND DESIGN CRITERIA AND THEY INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. ANY ERRORS, OMISSIONS OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS, AND DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION SHALL BE CORRECTED AND SUCH CORRECTIONS REFLECTED ON CORRECTED PLANS SUBMITTED TO THE CITY ENGINEER. q /-/0'1 / APPROVED BY: ROGER A. McINTOSH R.C.E. 33322 DATE 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 ARE PUBLIC AND ARE TO BE PRIVATELY MAINTAINED. APPROVED BY: NICOLAS FIDLER, PUBLIC -WORKS DIRECTOR DATE R.C.E. NO. 61069 REVIEWED BY STUART J. PATTESON R.C.E. NO. 44898 DATE ASSISTANT PUBLIC WORKS DIRECTOR REVIEWED BY: � At-� 1/19//l TRAFFIC ENGINEER ITEM STOCKDAIF PHASE 3 PHASE 4 1. 30 S, R. 26 E. 4 +Y 0 a la 1 9 L re CL II AGG. BASE CUYD 367 2 rc PROJECT SITE A.C. SUBGRADE PREPARATION CUYD 458 z 911 6" CURB re MING .� AVENUE 21069 6" CURB AND GUTTER LF 825 721 1,546 SIDEWALK �A 8,733 7,976 16,709 MEDIAN CURB LF z�2 - z HANDICAP RAMPS EA 4 Is 4 6 III 2 1 3 Y"TE LANE 5 9 2 3 5 MONUMENT ENCASEMENTS EA. 2 5 ✓j CONCRETE PARKING SOFT 6,920 m 13,048 14 13 128 114 242 CROSS GUTTER SOFT 637 TNFRN PACIFIC RAILROAD LOCAL ROADWAY LENGTH LF I� 93 'SJR ♦ 7 L � 72 3 $ 4 `� 71 W< UNIT�4/ D / -'/ PROJECT MAP SCALE 1"=200' IL /' SHEET NO. INDEX 1/ INDEX OF SHEETS SHEET BILL 1. COVER SHEET 2. HIGHGATE GREENS DRIVE 3. LADBROOK WAY & WHINFELL COURT 4, SECTION DETAILS AND SPECIFICATIONS LIST OF MATERIALS TRACT 7302 UNIT 3 0 , NOTE: 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. TELEPHONE 326-3049 2. ALL MATERIALS SUPPLIED FOR THIS PROJECT WILL REQUIRE A CERTIFICATE OF COMPLIANCE STATING THAT THE REQUIREMENTS & STANDARDS SET FORTH BY THE CITY OF BAKERSFIELD HAVE BEEN MET. I� 3. NO CITY INSPECTIONS WILL BE GIVEN FOR THE ii WORK IN THIS AREA UNTIL A STREET PERMIT HATH APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINED. ENGINEER'S STATEMENT THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND, TO THE BEST OF MY KNOWLEDGE AND BELIEF, COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS AND DESIGN CRITERIA AND THEY INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. ANY ERRORS, OMISSIONS OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS, AND DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION SHALL BE CORRECTED AND SUCH CORRECTIONS REFLECTED ON CORRECTED PLANS SUBMITTED TO THE CITY ENGINEER. q /-/0'1 / APPROVED BY: ROGER A. McINTOSH R.C.E. 33322 DATE 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 ARE PUBLIC AND ARE TO BE PRIVATELY MAINTAINED. APPROVED BY: NICOLAS FIDLER, PUBLIC -WORKS DIRECTOR DATE R.C.E. NO. 61069 REVIEWED BY STUART J. PATTESON R.C.E. NO. 44898 DATE ASSISTANT PUBLIC WORKS DIRECTOR REVIEWED BY: � At-� 1/19//l TRAFFIC ENGINEER ITEM UNIT PHASE 3 PHASE 4 TOTAL A.C. PAVING TONS 359 354 713 CL II AGG. BASE CUYD 367 362 729 A.C. SUBGRADE PREPARATION CUYD 458 453 911 6" CURB LF 954 1,115 21069 6" CURB AND GUTTER LF 825 721 1,546 SIDEWALK SOFT 8,733 7,976 16,709 MEDIAN CURB LF 88 - 88 HANDICAP RAMPS EA 4 - 4 STANDARD STREET NAME SIGNS EA. 2 1 3 5800 LUMEN STREET LIGHTS EA. 2 3 5 MONUMENT ENCASEMENTS EA. 2 5 7 CONCRETE PARKING SOFT 6,920 6,128 13,048 CONCRETE PARKING SUBGRADE CUYD 128 114 242 CROSS GUTTER SOFT 637 - 637 LOCAL ROADWAY LENGTH LF 884 646 1,530 LEGEND (CONT.) LEGEND (QONT.): EXISTING SEWER O CURVE NUMBER FOR CURVE DESCRIPTION EXISTING STORM DRAIN ® ITEM OF WORK - SEE SCHEDULE STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS E FACE OF CURB STATION - SEE TABLE --- n ® STORM DRAIN MANHOLE - REFTO SEWER & STORM DRAIN PLANS ER 4'N' UTUTYg TN -WATER D -DRAIN Z G -GAS S -SEWER CONSTRUCT TYPE "A" CATCH BASIN NTH 35' OPENING PER OO.B. SID. D-14, UNLESS NOTED OTHERWISE. SECTION DESIGNATION: ® CONSTRUCT TYPE 'A" CATCH BASH VIER 3.5' OPENING PER SECTION LETTER', - o 00.8 STD. D-14 WITHOUT WINGS, UNLESS NOTED OTHERWISE.,_-f\J/G`A m - s - SEWER - REFER TO SEWER & STORM DRAIN PLANS 2 ® SEWER MANHOLE REFER SHEET WHERE SECTION IS SHOWN o z ap U m0 f - SEWER & STORM DRAIN PLANS, ® SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. NOTES: W U M aD 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAWN PLANS TRACT BOUNDARY AND DETARS. - - CENTERLINE 2 LOCAL STREETS - PAVEMENT TO BE 0.26 TYPE '8' A.C. OMR UNIT BOUNDARY DAY AGGREGATE BASE OVER 0.50' COMPACTED OG. TO BE Q COMPACTED TO 95% RELATVE DENSITY PER C.O.B. STD. ST -9. PARKING AREA - SEE CONSTRUCTION NOT: 6. 3 ALL CATCH BASINS TO BE TYPE'A" WITH 35' OPENINGS PER ' C.O.B. SID. D-14, UNLESS NOTED OTHERWISE. BASIS OF BEARINGS. THE BEARING OF N01'02'20"E SHOWN FOR THE EAST LINE SECTION 10, T. 30 S., R. 26 E. AS SHOWN ON RECORD OF SURVEY, BOOK 25, PAGE 49 WAS USED AS THE BASIS OF BEARING SHOWN HEREON. t 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., ELEV = 367.96' (NAVD 88 DATUM) �TERJNE STORM DRAW UP CURB /-AND GUTTER FLOWUNE CURB LAND GUTTER N �•+ SIDEWALK CENTERLINE STORM DRAT W 8' WING LANDSCAPE TYPICAL CATCH BASIN LOCATION AT CURB RETURN N.T.S. 8�1 ■ a m Nz c Z c V a o m M N N 0 ¢ a o o z ap U m0 f i 2 w 1 B W U M aD 3 c; �-• o w to � N W Q ' �S9 n 'm z 0 a w z 6 ~ J � w z RSI H 0, = r ncz W V = W _ H= w N r G K4 ® w W O w z p C > 0 V HJ � W W ty r @ ^' r w Ct H FW 00 ul t 00 QD qr 0 Z 57 z x n ri AK'GBF. G65 P`t' s 6' AIN, BLOCK V x Z n I W J *o+ ✓ GRNF \3 U. Aµ WALL PER LINE TABLE UNE BEARING LENGTH Lt N 96'4877 W 20.00' L2 N 56'45'26' W 200.00' a; 3 \A S $ dd s¢w 5Yk2 6T F3' 3 g 1ZZ tm dLL C3 ci I 1- Np U'f J �� MVi NO: mb, ••l •� JJ `.I I J J \ O r✓ J J � Jnm 1 Md c-ISr�.'o�: rc k' ++ + + 18 18 S o LL JJo J$ In 4J� vmm � NN nN cdun Pm S`" :2 = o c3 " m"a� ct l,: ,� ��i m uLL QANGLE POINT. z oMM �4 ti civ Noo 30 30 JJ � 'Jo o is red.3 mmm ¢" ti ", -! d ti oM vNTi c5p„d, d n2Fd n2dd N :, j i 6 '.: cs,: si ! o ++ LLT 5M� , Jr.:..: a.JiLLw F- N ���tS STA. 31+51.55 C.L. Wmm 0.VIN Fi r9 rA m } �NN ( i.. SN , SINN bOa W NNN +WmM Rn FM O,P m 8�N **mM O� / B.C: E: F.L 3 r o awm aqr' ci FFF "���" NNN Oe?.�•I, STA. .'.1+51.55 C.L 2200 RT. _ +++.norm {N ci add zNNM } a Nn v +++ 'd N STA. ,71+75.33 F.L NN�-�W�O+�T* N; +�OM .b M�� YI Iny 61 � <F 5 6 �' Rfq 2 NI 9 6 aaa d dd i rino yx61a oJCB 2 1 C1 C2 zI ` mm m film m 4' fin.'' 13 4 t; w /'�- ......-__.__.._.�._®�_Aa1 STA. 31+25.22. F.L PFVV EX. 8"S " 8"S o - =._s:': . ._:_ ._._ :..�: -'- - --:- S. _ f L.A%A. 23+00 8 S 24+00 C3... 25+00 8 S 1 2 ' 27+00 �' `" "' 28+00 9 10 29400 7 8 cs _ _ _ i _ 0 1 *EX. 34" PG&E HIGH PRESSURE GAS B"S Ct 8"S C3 8 8"S 3 4 E)(. 34 PGB HIGH PRESSURE GAS 3lC M 0 7 8 C5 11 _ 12 14564526 w 51120' s C6 -�' "' 6• Pq4 6•S - Maw CURB EX. 8'S - - ti 7 217 n _��: ,v CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA Ct 25.00' 11.40` 5.80' 26'07'09' C2 26.00' 25.79' 14.07' 564926' C3 25.00' 1225' 6.25' 28'04'21" C4 25.00' 39.27' 25.00' 90'WOU* C5 10.00' 7.95' 4.20' 4534'23' C6 37.00' 12.88' 6.50' 19'5511" C7 8a00' 116.42' 71.25' 8322'45° C8 30.00' 7.02' 3.53' 13'2443" C9 37.OT 32.32' 17.27' 50'02'51" CIO 37.00' 41.14' 2299' 63'42'08° C11 42.00' 178.64' 67.60' 24342'08" Iz V V N m 70,11111N N 18°D C5 C5 _ x EX. 18"D ®) _ 1 6"{ 14 T5 {�,• *CAUTION: CONTRACTOR TO KEEP T J< w : m x i „ CI �, �% HORIZONTAL CLEARANCE FROM EXISTING 4 „ ° J 34" HIGH PRESSURE PG&E GAS LINE _ O y rco r f' 3 m S 'id'n odf �wO u"ii�doiaw 'J NPIOMyb 4 UAUK•O�r"G3'4vMQo+-+ (y((W�J.IoOMFm}rmNMFmJ+: � �. EXCEPT AT CROSSING . REFER TO PG&E -4 + ci.a GAS NOTES HEREON. J(4 <r2R W um U JU O ny 6 U rburro nm r = Ovtw NI o +++C.nOs44 mA 0 + +} pO�A o. Nw,vadce¢ 54 K mFFN mI-m aNa'B ,pcCON. BLOCK LUAUia�d z V 5 N N Wmm 1 d t3 F A A F F o y a PER SEPARATE PIANS oJ[iss m 1 I m UNIT 3 mmm m l T mm _ � [ ':. �coimoi - .._ __ _ �- ,_ _ '' -'`7 l'�Y i• 'i ,.�. __ .. -..- ._ '-�r1, I � 7� UNIT 4 LA�CT3 Hl\%HU^ATE kGREENS DRI I E SCALE: 1" = 40' (PRIVATE STREET) 40 20 0 40 80 STA, 23+39.01 C.L. TO STA. 31+71.55 C.L. SCALE: 1" = 40' HORIZONTAL c 7o -........ .SCALE: 1" =_4'. VERTICAL. - _..... - _.. ---.. _._. IaA STATIONING TABLE REF NO. DESCRIPTION GL STATION F.O.C. STATION T.C. ELEV. Oi P.R.C. STA, 25+98.15 C.L. 15.00 LT. STA 26+02.22 353.85' 02 E.C. STA. 26+05.29 GL i&00 LT. STA. 26+10.18 353.93' Q P.R.C. STA. 25+9&15 C.L. 15.00 RL STA. 26+02.22 353.84' ® E.C. STA. 26+05.29 C.L. MOO RL STA. 26+90.18 353.97 05 B.C. STA. 28+0236 C.L. MOO LT. STA. 28+07.27 354.42' © P.R.C. I STA. 28+09.53 GL 15.00 LT. STA 28+15.23 354.37' 70 B.C. STA, 27+97.23 GL 18.00 RL STA. 28+02.11 354.40' ® P.R.C. STA. 28+00.37 C.L. 15.00 RL STA. 28+10.07 354.36' ❑9 P.R.C. STA. 28+38.81 C.L. 15.00 LT. STA. 28+46.13 354.45' 1® EC. STA. 28+45.95 C.L. 18.00 LT. STA. 28+54.09 354.52' 11 P.R.C. STA. 28+33.65 C.L. 15.00 RL STA. 28+40.97 354.43' Q E.C. STA. 28+40.79 C.L MOD RL STA. 28+48.93 354.51' 1© UNIT BOUNDARY STA, 29+24.17 C.L. 18.00 LT. STA. 29+32.30 354.72' ® UNIT. BOUNDARY STA. 29+24.17 GL 18.00 RL STA. 29+32.30 354.72' 1S B.C. STA. 29+84.67 GL 18.00 RL STA. 29+92.81 354.78' B.C. STA. 30+24.53 GL MOO LT. STA. 30+32.67 354.88' 364 _ _ 364 z z z'iz PG&E GAS NOTES: - - 362 CALL 811 (1-800-227-2600) A MINIMUM OF 2 BUSINESS DAYS (NOT INCLUDING INITIAL DAY OF CONTACT) IN ADVANCE 362 `xM m FOR THE MARKING OF UNDERGROUND UTILITIES, INCLUDING ALL yy P w N LL a M 360 - -_.��� . �.. .'�.>.. 360 NON -UTILITIES BEFORE YOU DIC, GRADE, OR EXCAVATE. M I \ J > S w JW w \UW J yWJ, �I LL\W CF.S GS Y:\W: KJ =Jw W YW zz> i s s ®JJm J. Sow w W W orc N ANY UNDERGROUND STRUCTURE SHALL MAINTAIN A MINIMUM 356: _.. -- a =° _4: w m m J a N,.� 358 OF 7 FT. (WITH 3 FT. OF UNDISTURBED SOIL) HORIZONTAL m d "'' $ -! N �' w LL o• - =,N. +i e + `�± `y['; * SEPARATION AND 24 IN. OF VERTICAL SEPARATION FROM THE oo * .. rn ! a `� " ° o I % � i'b I APPROXIMATE 0.4 3 z m rE'. S + + Q N '.. zF N: �y a*a Q li7 (JM OM 6'M m m .+, n _;Pry 3 o ✓ = N E1as0Nc GRou140 °' d _ s d. _ "a v R ". a EXISTING 34" PACIFIC GAS & ELECTRIC TRANSMISSION LINE. 356 -_.. -_��UN...� "c> `I' ,, _ :�.F. _.._ QC411f%INE -.-- -: y W'i6'r�n;.._ -_-_-_-._„' 4_ .g �F -..__ uw :gym -....__ m ...__.. ,,._aN __- _.._ 356 ADDITIONALLY, NO LESS THAN 72" OF COVER IS TO BE OVER aw .- mi -n am 6TH. Til o< ae �d mm m .- w m 2m our m w ! odi 6i m _ �T rn ! J_ Ss0.25% THE EXISTING TRANSMISSION LINE AT ANY TIME. 354 s=az5x T 354 AT NO TIME SHALL POWER DRIVEN OR POWER OPERATED (S=0.25 5=0.258 EQUIPMENT BE USED DIRECTLY OVER THE TRANSMISSION LINE, . __. -. _„ __ _ _ PROPOSEDSOTTHFL -__ ,. _ ,_.._ __ OR WITHIN 2' FROM THE EDGE OF THE PIPE. EQUIPMENT SHALL 352 ' -"" -- �'' 352 NOT REMAIN STATIONARY OVER THE PIPELINE. A PG&E SOUTH C PROPOSED SOU H FL TRANSMISSION PERSONNEL SHALL BE ON STANDBY WHEN 350 _ - - a' - _ 350 CONSTRUCTION IS TO TAKE PLACE WITHIN 10 FT. OF THE 1,• EXISTING TRANSMISSION LINE. a 348 �,N _ _ 348 �F 346 - - - _ - m - _ - j 346 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 LEGEND: LEGEND CONT.): LEGEND ,CONT.): LEGEND CONT): CQNSTRU,T10N NOTES: AWMEMARM FURNISH & INSTALL METRO STREET SIGN PER GO.B. STD. T-1. s SEWER - REFER TO SEWER & STORM DRAIN PLANS - SIZE CONSTRUCT TYPE "B' CURB & CUTTER PER C.O.B. STD ST -1 F.L. Fl.OWiUNE POVC POINT ON VERTICAL CURVE 4�UMITY: W -WATER D -DRAIN C.L CENTERLINE BVC BEGIN VERTICAL CURVE _o- FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.a& SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. G -CAS S -SEWER 02 CONSTRUCT 5 DETACHED STANDARD TYPE SIDEWALK PER ELEV. ELEVATION EVC END VERTICAL CURVE STANDARD OR APPROVED EQUAL (SEE DETAIL 'Y ON SHEET 4) SECTION DESIGNATION, C.O.B. STD PROPOSED ST -6 B.C.R. BECN CURB RETURN PI POINT OF INTERSECTION 'e- FURNISH & INSTALL STREET UGHT-9500 LUMEN PER ® SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. E.C.R. END CURB RETURN PRC POINT OF REVERSE CURVATURE G0.6. STD. ST -94. SECTION LETTER INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. EXISTING STREET UGIT PER SEPARATE APPROVED STREET PLANS --'^ _ _ ®_ .. ® TRACT BOUNDARY RC BEGIN WRVS PCC PONT OF COMPOUND CURVATURE A EC END CURVE TC TOP OF CURB CFNTERUNE _ _ - _ _ _ _ 4 STANDARD HANDICAP RAMP PER CALIRANS 2G10 7 ON S O PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT -- - EXISTING SEWER 2 �jT�f STANDARD PLAN R.S.P. ARBA -CASE F - OETAfi. "4' ON SHEEP 4. OF VERTICAL WRVS FC FINISH CONCRETE -... UNIT BOUNDARY SHEET WHERE SECTION IS SHOWN Liz NSfi CTVEAL ON DET CURB WITH Ir SHEET TOTAL CURB HEIGHT P.O.G PONT ON CURVE FC FINISHED CONCRETE EXISTING STORM DRAIN PA PROPERTY LINE R/W RIGHT-OF-WAY - _ _ o STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS PARKING AREA - SEE CONSTRUCTION N07E 6. TNO ES: 6 PARKING AREA 6° THICK CONCRETE -SEE DE'"AIL "1" ON SHEET 4. b E.P. EDGE OF PAVEMENT A.P. ANGLE POINT KI1OW what's below. 9. SEE SEWER AND STORM GRAIN PLANS FOR STEM DRAIN PLANS F.O.C. FACE OF CURB C&G CURB AND GUTTER STORM DRAIN MANHOLE - O AND DETAILS, I� CONSTRUCT 12' WIDE CROSS CUTTER PER C.O.R. SM. PROPOSED ST -9. Call before �NOU dig. P.A.F.L PARKING AREA FLOW UNE EX. EXISTING REFER TO SEWER &STORM GRAIN PLANS 1 CURVE NUMBER FOR CURVE DESCRIPTION \!,/ COMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND CUTTER UP TO D L 2 LOCAL STREETS - PAVEMENT TO BE 420' TYPE 'B" A.C. OVER A DEPTH OF 12". !Wj FURNISH & INSTAL. SURVEY MONUMENT PER C.O.B. STD. ST -13. CONSTRUCT TYPE °A° CATCH BASIN WITH 3.5' OPENING PER ® ITEM OF WORK - SEE SCHEDULE 0.46 AGGREGATE BASE OVER 0.50' COMPACTED O.G. N BE EXISTING SURVEY MONUMENT C.O.B. 570. D-14, UNLESS NOTED OTHERWISE. COMPACTED TO 95% RELATIVE DENSITY PER COB. STD. ST -9. B CONSTRUCT TYPICAL STREET CORNER - SEE DETAIL '3" ON SHEET 4. � ` \ _ `1 ,� (,7 �}- I� )`t. ,•iy .� - T FACE OF CURB STATION - SEE TABLE 3. ALL CATCH BASINS TO BE TYPE 'A' WITH 35' OPENINGS PER ' +FURNISH &INSTALL STREET SIGN PER C.O.B. STD. T-9. ® CONSTRUCT TYPE "A" CATCH BASIN WITH 3 N OPENING PER C.O.B. SOD. D-14, UNLESS NOTED OTHERWISE CONSTRUCT TYPICAL STREET BULGE -SEE DETAIL °5° ON SHEET 4. C.O.B. SID. D-14 WITHOUT WINGS, UNLESS NOTED OTHERWISE. CITY RECORDS NO: HIGHGATE GREENS DRIVE SEE SHEET 2 / 5 4 yeAw^(IriN2.an�•rNU04w: 1fQ2��ozZ-yl L�! q.J•NJ+--WNJ.•tD1;3 4Hf<MxdJ+7-. WlSJH!.9UoJON^J11 2+f R fm2WKD www 11 DT� t5aa ------------ '34 284. ._.- 34284.11 HIM L7 ffm 5 AK P I MUM f STA. 14+83.75 CL= STA. 15+16.40 F.L. W STA, 15+96.40 F.L. E R/W n j 3 n o g J 'J riJ v}a �I / / (}Pi J J40 Q1. R O �,t7 SIS O s -I LLE.[ m\ Ili fJ N Itl I %.. aYN O ci M r�II 59y iA 'S JLL LL Edo d,n � tio: l.. ULL 1F g /.. NN V NNN 1 fL tj I'LL O J, x 1 I W, e0 Fl N W0d Plq I og p" ++,t 6 ti _ A�p = tiwiw ron �.- s3 r�M �Z .w a ogo S OOg ,-sg Z p� W LL ++ Z�" NN O i.1hM O. ' W +++ + vdd w .nnlPi J<'XPi.. NN ,tin z` AAA w i nor 4t www xH-rr z r^n =® .%l WoW ¢ o ( IW d . q f m' m1n V1 L ti F}H-iH- a •N-^N,�P 4YwN 1U Ix1U1 YJww ® www 6VIw 2 www pHy f �I•z ti myy U qH'¢s '.3O .JO LINE TABLE 1 14 f L1 YK 157.65' P.R.0 * 1 1a 25.00' 90'00.00" C2 a \ i p i H 4.20' aP V 1 YJ4 go$ i av wg8 ®m l�, m 271'45'14"C4 77 U �o ZwVt 425.W39.2r' 3' 15.66' � UQ HIGHGATE GREENS DRIVE SEE SHEET 2 / 5 4 yeAw^(IriN2.an�•rNU04w: 1fQ2��ozZ-yl L�! q.J•NJ+--WNJ.•tD1;3 4Hf<MxdJ+7-. WlSJH!.9UoJON^J11 2+f R fm2WKD www 11 DT� t5aa ------------ '34 284. ._.- 34284.11 HIM L7 ffm 5 AK P I MUM f STA. 14+83.75 CL= STA. 15+16.40 F.L. W STA, 15+96.40 F.L. E R/W n j 3 n o g J 'J riJ v}a �I / / (}Pi J J40 Q1. R O �,t7 SIS O s -I LLE.[ m\ Ili fJ N Itl I %.. aYN O ci M r�II 59y iA 'S JLL LL Edo d,n � tio: l.. ULL 1F g /.. NN V NNN 1 fL tj I'LL O J, x 1 I W, e0 Fl N W0d Plq I og p" ++,t 6 ti _ A�p = tiwiw ron �.- s3 r�M �Z .w a ogo S OOg ,-sg Z p� W LL ++ Z�" NN O i.1hM O. ' W +++ + vdd w .nnlPi J<'XPi.. NN ,tin z` AAA w i nor 4t www xH-rr z r^n =® .%l WoW ¢ o ( IW d . q f m' m1n V1 L ti F}H-iH- a •N-^N,�P 4YwN 1U Ix1U1 YJww ® www 6VIw 2 www pHy f �I•z ti myy U qH'¢s '.3O .JO LINE TABLE LME BEARINGI LENGTH L1 N 3314'34" E 157.65' CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C1 P.R.0 * 1 1a 25.00' 90'00.00" C2 a \ i p i ' 4.20' 4534'23'C3 \ P yW 2 1' 40.73' 271'45'14"C4 HIGHGATE GREENS DRIVE R/W O 425.W39.2r' 3' 15.66' 4552.37"CS ❑5 0 6' 17.74' 70'4335"O6 © P.R.C. ' 6.50' 19'55'11" C7 80.00' 154.38' 115.46' 110'33'57" Rm N LADBROOK WAY REF NO. SEE LEFT I \ T.C. ELEV. �1 P.R.0 * 1 1a 3� 353.52' 362 a \ i p i x } \ } \ P yW 2 STA. 10+48.40, 15.00 RT _ 1 WWW � i HIGHGATE GREENS DRIVE R/W O N J STA. 10+57.17 x ❑5 0 * CAUTION: CONTRACTOR TO KEEP 7' \ SEE SHEET 2 © P.R.C. STA. 12+16.97, 15.00 LT. STA. 12+17.78 353.08' Q HORIZONTAL CLEARANCE FROM EXISTING1► N /4 %, A WAY 353.15' ® SCALE: 1 40' Vl r 353.08' 34" HIGH PRESSURE PG&E GAS LINE J STA. 13+5025, 15.00 LT. STA. 13+5269 40 20 O 40 80 STA. 13+57.39, 18.00 LT. STA. 13+60.64 EXCEPT AT CROSSING. REFER TO PG&E 11 (PRIVATE STREET) STA 13+8505, 18.00 LT. STA 13+88.30 353.94' ® P.R.0 STA, 1.3+43.25, 15.00 RT. GAS NOTES ON SHEET 2. 353.85 STA. 10+00.00 C.L. TO STA, 14+41.75 C.L. '^',,:ti STA. 13+50.39, 98.00 RT. STA. 13+55.27 tiLL J Jio I STA. 13+89.92 SCALE: i" = 40' HORIZONTAL 1[Sf ' -4 -1 41 STA, 10+49.21 yy 364 URIr STA. 10+55.54, 18.00 LT SCALE; 1" 4' VERTICAL _._. J <G -.. - - 364 Nm' (� if C`M � JNJ 35391' � ANGLE POINT-P.AF.L 000 K UO.LL ® ANGLE POINT-P.AF.L. 100 STA. 11+83.47 LL(VJ 21 M¢w 00, STA. 11+9&47 354.29' J4 YHL^ w STA. 11+98.47, i&W LT. STA 12+00.09 Um s 1. ^. 362 '� y 10 _... :- M 49 PROPOSED NORTH FL 000 356 u a 362 H ®LrT H w Y5 w m.;- pd w w �H d w Asp aw E w tt� 'm w m_.. w 360 1 r+N _ _ o J „ w _ j o J aµ o 7 _ > iU 360 m 2 .�. Zf'j Z LL � � Z � w Z <❑ � � � � '.. aww } a�� W•WJ Z��J- W ley vyy W J Yj -a 356 W - - o _._ 354 -. N _..5+ LL +.' Fr^i�+ 25 O._. O. __ mg. y 1. 358 W gg +: QN UNHInM UN m lP M 0°M' 0.M I.^ pw} Il x > 44p6 APPROXIMATE 6 UQZ6j ¢^ N C7 y) 2 W•- d•^ QN 356 EXISTINGND 1 350 a w q a a 0 CENTmum J r T77 w w m w 1 47 www ��Y G3 w y 350 -------- 85 .. _` .�.�. 9+75 10+00 354•-- _ 12+00 350 13+00 13+50 354 5®=-0.25% I P.I. S=o.56% s-o.3o �- - �/ 12+ 0 } S=0.25% S 07% v C7 13+50 O R­OP0®EqFLd S=0.%ST PROPOSED ffFl352 352 (SEE RKHT-WHINF7J_ COURT) PROPOSED WEST FL n s C4 STA. 13+28,64 F.L. S 350 ry w �I w w 350 SrA t7 18 2 21 348. _ m w, _ x 348 x s z 346 w C6 n Uj 2 Rm N LADBROOK WAY REF NO. SEE LEFT I \ T.C. ELEV. �1 P.R.0 * 1 1a 3� 353.52' 362 a \ i p i x } \ } \ P yW 2 STA. 10+48.40, 15.00 RT _ 1 WWW � i ® R/W O N J STA. 10+57.17 x ❑5 0 STA. 12+09.83, 1&00 LT. ICI x REF NO. n I G W i3 T.C. ELEV. �1 P.R.0 * u I 8 353.52' 362 x STA 10+78.90, 1&00 LT. STA. 10+78.90 4 Q3 K Y STA. 10+48.40, 15.00 RT SLA. 10+49.21 353.52' ® R/W O N J STA. 10+57.17 x ❑5 B.C. STA. 12+09.83, 1&00 LT. \ S © P.R.C. STA. 12+16.97, 15.00 LT. STA. 12+17.78 353.08' Q B. c, N STA. 12+19.45 353.15' ® O 1 Vl r 353.08' Q9 J STA. 13+5025, 15.00 LT. STA. 13+5269 353.78' M lJ.^J GI W ^ml STA. 13+57.39, 18.00 LT. STA. 13+60.64 353.86' 11 B.G. STA 13+8505, 18.00 LT. STA 13+88.30 353.94' ® P.R.0 STA, 1.3+43.25, 15.00 RT. STA. 13+47.3, 353.85 i© '^',,:ti STA. 13+50.39, 98.00 RT. STA. 13+55.27 tiLL J Jio I STA. 13+89.92 J 1[Sf ' -4 -1 41 STA, 10+49.21 yy li URIr STA. 10+55.54, 18.00 LT O 35386' m J <G MM ui �< Nm' (� if NNN � JNJ 35391' � ANGLE POINT-P.AF.L 000 K UO.LL ® ANGLE POINT-P.AF.L. 100 STA. 11+83.47 LL(VJ 21 M¢w 00, STA. 11+9&47 354.29' J4 YHL^ w STA. 11+98.47, i&W LT. STA 12+00.09 Um s 1. ^. JJ �LL '� y 10 i' N ^ c' PROPOSED NORTH FL 000 356 u a do w H ®LrT H w Y5 w m.;- pd w w �H d w Asp aw E w tt� 'm w m_.. w < 1 r+N 'j. 5=0.69x Y1NN O FFiH- Wf m 2 ( oo Rww rn 354 pZUti jos 5=0.515 aww 354 a�� w vyy Ev 352-$ -a R/Wvi 354 / S=-0.25% S=0.25% 352 M y gg ++ 1 Il x > 350 w w 1 350 R.00 q a a -(SEE LEFT-LADBROOK WAY) T77 1 47 www ��Y G3 Y1 9 350 -------- 85 .. _` .�.�. 9+75 10+00 6"S _ 12+00 350 13+00 13+50 I P.I. � N3719'00"W11300 ��' 0 + �/ 12+ 0 } 255.18' STA. 12+97.18 C.L. = v C7 13+50 STA. 13+28,64 F.L. N _ C4 STA. 13+28,64 F.L. S SrA t7 18 2 21 x x s z w C6 n Uj 2 STATIONING TABLE Z .r REF NO. n CL STATION G W i3 T.C. ELEV. �1 P.R.0 * STA. 9+59.04, 55.90 LT. STA, 9+11.65 353.52' 362 EC STA 10+78.90, 1&00 LT. STA. 10+78.90 4 Q3 K Y STA. 10+48.40, 15.00 RT SLA. 10+49.21 353.52' ® R/W O N J STA. 10+57.17 x ❑5 B.C. STA. 12+09.83, 1&00 LT. \ 353.16' © P.R.C. STA. 12+16.97, 15.00 LT. STA. 12+17.78 353.08' Q B. c, STA 12+17.83, 18.00 RL STA. 12+19.45 353.15' ® P.R.C. STA. 12+24.97, 15.00 RT. Vl r 353.08' Q9 P.R.C. STA. 13+5025, 15.00 LT. STA. 13+5269 353.78' M lJ.^J GI W ^ml STA. 13+57.39, 18.00 LT. STA. 13+60.64 353.86' 11 B.G. STA 13+8505, 18.00 LT. STA 13+88.30 353.94' ® P.R.0 STA, 1.3+43.25, 15.00 RT. STA. 13+47.3, 353.85 i© + STA. 13+50.39, 98.00 RT. STA. 13+55.27 353.92' > > U a B.C. STA. 13+8505, 98.00 RT. STA. 13+89.92 354.01' 1[Sf P.R.C. STA. 10+48,40, 15.00 LT STA, 10+49.21 353.78' 1® F.C. STA. 10+55.54, 18.00 LT STA. 10+57.17 35386' 1© P.R.C* STA. 1G+66.29, 20.21 RT �< 353.87' 1® EC* STA. 10+78.9% 1&W RT. w3 35391' 1® ANGLE POINT-P.AF.L 0•�� K UO.LL ® ANGLE POINT-P.AF.L. 100 STA. 11+83.47 �/� 21 B.C. 410 f0 STA. 11+9&47 354.29' J4 YHL^ w STA. 11+98.47, i&W LT. STA 12+00.09 354.29' s 1. ^. JJ �LL '� y 10 i' N ^ c' PROPOSED NORTH FL JJgmg12 356 6 W J I' 6 do w H ®LrT H w Y5 w m.;- pd w w �H d w Asp aw E w tt� 'm w m_.. w < 1 'j. 5=0.69x SOUTH o^^ q�y m oo 9'u oo I� 354 pZUti jos 5=0.515 aww 354 a�� IQs 352-$ -a 354 / S=-0.25% S=0.25% 352 M y ++ 1 Il x > 350 w w 1 350 R.00 q a a -(SEE LEFT-LADBROOK WAY) T77 1 47 www ��Y __.. 350 348 9+75 10+00 11+00 _ 12+00 350 13+00 13+50 NN � YINm 8+75 9+00 I 11+00 2wy 12+00 13+00 STATIONING TABLE Z .r REF NO. DESCRIPTION CL STATION F.O.C. STATION T.C. ELEV. �1 P.R.0 * STA. 9+59.04, 55.90 LT. STA, 9+11.65 353.52' 362 EC STA 10+78.90, 1&00 LT. STA. 10+78.90 353.48' Q3 P.R.C. STA. 10+48.40, 15.00 RT SLA. 10+49.21 353.52' ® E.C. STA. 10+5554, 18.00 RL STA. 10+57.17 353.56' ❑5 B.C. STA. 12+09.83, 1&00 LT. STA, 12+09.83 353.16' © P.R.C. STA. 12+16.97, 15.00 LT. STA. 12+17.78 353.08' Q B. c, STA 12+17.83, 18.00 RL STA. 12+19.45 353.15' ® P.R.C. STA. 12+24.97, 15.00 RT. STA. 12+27.41 353.08' Q9 P.R.C. STA. 13+5025, 15.00 LT. STA. 13+5269 353.78' M EC STA. 13+57.39, 18.00 LT. STA. 13+60.64 353.86' 11 B.G. STA 13+8505, 18.00 LT. STA 13+88.30 353.94' ® P.R.0 STA, 1.3+43.25, 15.00 RT. STA. 13+47.3, 353.85 i© E.C. STA. 13+50.39, 98.00 RT. STA. 13+55.27 353.92' > > U a B.C. STA. 13+8505, 98.00 RT. STA. 13+89.92 354.01' 1[Sf P.R.C. STA. 10+48,40, 15.00 LT STA, 10+49.21 353.78' 1® F.C. STA. 10+55.54, 18.00 LT STA. 10+57.17 35386' 1© P.R.C* STA. 1G+66.29, 20.21 RT STA. 90+66.03 353.87' 1® EC* STA. 10+78.9% 1&W RT. STA. 10+78.90 35391' 1® ANGLE POINT-P.AF.L STA, 11+8347, 18.00 LT. STA, 11+85.09 354.27 ® ANGLE POINT-P.AF.L. STA. 11+83.47, 18.00 RL STA. 11+83.47 354.27' 21 B.C. STA. 11+98.47, 1&00 RL STA. 11+9&47 354.29' �N N f. STA. 11+98.47, i&W LT. STA 12+00.09 354.29' *STATIONING FROM WIRNFELL WORT � y 344 344 10+00 11+00 12+00 13+00 14+00 15+00 15+50 362 � - 362 Z Z JN MNY O N J.N M JW p Jr" 360 mM m M x•� M M �M M M� 360 -...J> ^ 358 w =d 3w _ m� ry� J" gW d a� Jp YppW 358 JN..JN ..._ mW -LLwN 'm�:w ®CENTERUWEJNM�y ...pMw-LLEW�$,Ar -._-uvm.- LLzweAT . _...rz.gSo APPROXIMATE Wy j356 ___. _yJ0.�fY,"HVo,1 ]STING GROUND 356 w ._- 354 S=% S -O 25X 352 `PROPOSED EAST FL... PROP017 EAST FL352 � S=0.25% n u> - Ww 350 N w Iw q < 350 �.; . ,> x Ito - 346 348 r. 346 346 - �:,+ _ _ a _ 44 344 310+00 11+00 12+00 13+00 14+00 15+00 15+50 LEGEN12: LEGEND (CONT.): LEGEND (CONT.): ABCMEVIATIONS + FURNISH & INSTALL METRO STREET SIGN PER C.D.B. STD. T -L -- - -s- SEWER - REFER TO SEWER & STORM DRAIN PLANS F.L. FLOPAJNE POVC POINT ON VERTICAL CURVE C.L. CENTERLINE BVC BEGIN VERTICAL CURVE '�- FURNISH & INSTALL STREET LIGHT -580 LUMEN PER C.O.B. ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. ELEV. ELEVATION EVC END VERTICAL CURVE STANDARD OR APPROVED EQUAL (SEE DETAIL "7" ON SHEET 4) B.CR. BEGIN CURB RETURN PI POINT OF INTERSECTION -a FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER ® SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. E.C.R. END CURB RETURN PRO POINT OF REVERSE CURVATURE C.O.B. STIR. ST -14. BC BEGIN CURVE PCC PONT OF COMPOUND CURVATURE EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PUNS -' ®- -'-" ® TRACT BOUNDARY EC END CURVE TO TOP O OMB - - - CENTERLINE PIVC PONT OF INTERSECTION TP TOP OF PAVEMENT _ -... EXISTING SEWER OF VERTICAL CURVE FC FINISH CONCRETE - UNIX BOUNDARY EXISTING STORM DRAIN P.O.C. PONT ON CURVE FC FINISHED CONCRETE - -- PA PROPERTY LINE R/W RIGHT-OF-WAY o STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS PARKING AREA -SEE CONSTRUCTION NOTE 6. E.P. EDGE OF PA WENT AP. ANGLE POINT -- FOC. FACE OF CURB C&G CURB AND GUTTER STORM DRAIN MANHOLE - P.A.F.L PARKING AREA FLOW LINE EX. EXISTING REFER TO SEWER & STORM DRAIN PLANS L'.l CURVE NUMBER FOR CURVE DESCRIPTION ® FURNISH & INSTALL SURVEY MONUMENT PER C.OB. STD. ST -13. CONSTRUCT TWE "A" CATCH BASIN WITH 3.5' OPENING PER ® ITEM OF WORK - SEE SCHEDULE EXISTING SURVEY MONUMENT (� C.O.B. SID. D-14, UNLESS NOTED OTHERWISE. j i] FACE OF CURB STATION -SEE TABLE T FURNISH & INSTALL STREET SIGN PER C.O.B. SM. T-1. ® CONSTRUCT TYPE 'A" CATCH BASIN WITH 3.5 OPENING PER C.O.B. STD. D-14 WITHOUT WINGS, UNLESS NOTED OTHERWISE. 364 0.yy I �-- PIPE SIZE CONSTRUCT CONSTRUCT TYPE 'B" CURB & GUTTER PER C.O.B. STD ST -1 I z3 ® WHINFELL COURT 364 362 SECTION DESIGNATION: 2 O C.O.B. STD PROPOSED ST4 SECTION LET INSTALL STREET SIGN PER COB. S' ANDARD DETAIL T-1. (PRIVATE STREET) ti O CONSTRUC® RAMP PER AF TPLANORSP. 362 SCALE: 1°' = 40' SHEET WHERE SECTIONIS SHOWN STA. 10+00.00 C.L. TO STA. 12+55.18 C.L. V V AND 6' REVEAL PER DETAIL "2" ON SHEET 4. 40 zo 0 40 Bo CONSTRUCT W WIDE CROSS GUTTER PER C.O.B. SID. PROPOSED ST -9. SCALA.: 1" = 40' HORIZONTAL O COMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND GUTTER UP TO 2 LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.0 OVER w cls A DEPTH OF W. OAA AGGREGATE BASE OVER 0.50' WMPACTED O.G. TO BE 360 SCALE: 1" = 4' VERTICAL w so m CONSTRUCT TYPICAL STREET CORNER -SEE DETAIL "3" ON SKEET 4. 3 ALL. CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER N CONSTRUCT TYPICAL STREET BULL: - SEE DETAIL '5' ON SHEET 4. M 364 w - g j 364 362 U j Y LJi b/ 362 M i > > U a P S/ O ue - W 360 {' __.25 N " V> 360 O A a o l+ O 356 J^..- Jr JLPi Qum. W F.< w _..�o to ._. _. m� 3 56 „+P o� R LLp �N N f. o+ 356 s 1. ^. APPROXIMATE + - EXISR XIMATE ND GROUND + !.. .1 a i+v a i' N ^ c' PROPOSED NORTH FL - 356 6 W J I' 6 do w H ®LrT H w Y5 w c3 d a w pd w w �H d w PROPOSED FL d� aw E w tt� 'm w m_.. w w 3 aI 5=0.69x SOUTH 354 a 0 CENTERLINE U 354 5=0.515 S -C 354 T 352-$ -a 354 S=-0.25% S=0.25% 352 M Il x > 350 w w 350 q a a -(SEE LEFT-LADBROOK WAY) 348 __.. 350 348 9+75 10+00 11+00 _ 12+00 350 13+00 13+50 364 CONSTRUCTION NOTES: �-- PIPE SIZE CONSTRUCT CONSTRUCT TYPE 'B" CURB & GUTTER PER C.O.B. STD ST -1 4 W UTILITY: W -WATER D-ORAM z3 ® _ 364 362 SECTION DESIGNATION: 2 O C.O.B. STD PROPOSED ST4 SECTION LET INSTALL STREET SIGN PER COB. S' ANDARD DETAIL T-1. ti O CONSTRUC® RAMP PER AF TPLANORSP. 362 A88A-CASEICAP STANDARD - DETAIL "4' ON SHEET 4. SHEET WHERE SECTIONIS SHOWN CONSTRUCT 6" CONCRETE CURB WITH 12" TOTAL CURB HEIGHT N V V AND 6' REVEAL PER DETAIL "2" ON SHEET 4. R,�/Y�M�•� N QTES: y J� PARKING AREA 6" THICK CONCRE"E-SEE DETAIL "1" ON SHEET 4. 1. SEE SEXIER AND STORM DRAIN PLANS FOR STORM DRAIN PLANS CONSTRUCT W WIDE CROSS GUTTER PER C.O.B. SID. PROPOSED ST -9. AND DETAILS' O COMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND GUTTER UP TO 2 LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.0 OVER w cls A DEPTH OF W. OAA AGGREGATE BASE OVER 0.50' WMPACTED O.G. TO BE 360 COMPACTED M 95% RELATIVE DENSITY PER COA SM. ST -9. w so m CONSTRUCT TYPICAL STREET CORNER -SEE DETAIL "3" ON SKEET 4. 3 ALL. CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER N CONSTRUCT TYPICAL STREET BULL: - SEE DETAIL '5' ON SHEET 4. M M w 360 g j LL J j U j Y LJi b/ w M i > > U a P S/ O 358 - W N 0 - x o __.25 N " ® 358 O A a o l+ O N N 9 9 O A d+ uJ: e3r ri=F „+P N f. Q n = ■ O® Y C-) v g 356 v W APPROXIMATE 6 W J I' 6 <z �' PROPOSED FL d� 356 E w tt� 'm w EXISTING (ROU 3 aI SOUTH a 0 CENTERLINE U 354 T S -a 354 S=-0.25% S=0.25% 352 PROPOSED FIL 352 -(SEE LEFT-LADBROOK WAY) 350 _ _ 350 348 348 8+75 9+00 10+00 11+00 12+00 13+00 13+50 LEGEND(CONT.): CONSTRUCTION NOTES: �-- PIPE SIZE CONSTRUCT CONSTRUCT TYPE 'B" CURB & GUTTER PER C.O.B. STD ST -1 4 W UTILITY: W -WATER D-ORAM z3 ® G -CAS S -SEWER CONSTRUCT 5' DETACHED STANDARD TYPE SIDEWALK PER SECTION DESIGNATION: 2 O C.O.B. STD PROPOSED ST4 SECTION LET INSTALL STREET SIGN PER COB. S' ANDARD DETAIL T-1. ti O CONSTRUC® RAMP PER AF TPLANORSP. 2 A88A-CASEICAP STANDARD - DETAIL "4' ON SHEET 4. SHEET WHERE SECTIONIS SHOWN CONSTRUCT 6" CONCRETE CURB WITH 12" TOTAL CURB HEIGHT N V V AND 6' REVEAL PER DETAIL "2" ON SHEET 4. R,�/Y�M�•� N QTES: © PARKING AREA 6" THICK CONCRE"E-SEE DETAIL "1" ON SHEET 4. 1. SEE SEXIER AND STORM DRAIN PLANS FOR STORM DRAIN PLANS CONSTRUCT W WIDE CROSS GUTTER PER C.O.B. SID. PROPOSED ST -9. AND DETAILS' O COMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND GUTTER UP TO 2 LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.0 OVER w cls A DEPTH OF W. OAA AGGREGATE BASE OVER 0.50' WMPACTED O.G. TO BE p COMPACTED M 95% RELATIVE DENSITY PER COA SM. ST -9. w so m CONSTRUCT TYPICAL STREET CORNER -SEE DETAIL "3" ON SKEET 4. 3 ALL. CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER ® CONSTRUCT TYPICAL STREET BULL: - SEE DETAIL '5' ON SHEET 4. C.O.S. STD. D-14, UNLESS NOTED OTHERWISE. m ® & Know what's below. Call before you dig. i�-01i �y!; IL4 CITY RECORDS NO: v N z3 ® 4 w Z cl ti O V m Mm N m N r- YQ r m m o 0 2 a0 U Of r Z H H J w cls p w so m N !r m m g 0 b/ M i > > U a P S/ O 0 N 0 s eu z z O c ri=F V N f. Q n = ■ O® Y C-) v g v W Qi 6 W J I' 6 ct GCS E V 3 M+w U EXPANSION JOINT AT SIDEWALKS CONCRETE WALK/MEDIAN. WHERE OCCURS. _ � htE f1El AIL 1 THIS OILN CLASS "B° CONCRETE (5 SACK) EXPANSION JOINTS EA. 3tl ° WEAKENED PLANE JTS EA 15' ° POUR ON COMPACTED SUBGRADE I--! DETAIL 99299 6" CONCRETE CURB N. T. S. GUTTER FLOWAJNETOIL OF RAMP 4'-2" MIN ROUNDED �1 SEE NOTE 8 SECTION A -A LOT SIDE 5' SIDE WALK /-PA R=10.00 L=7.95' A= R=10.00' L=7.95' T=4.20' a 45'34'23" T7 ' T=4.20' 45!; '23" 5 w �t PRIVATE STREET SIDEWALK 1.5% CASE G CURB RAMPS MAY BE USED FOR CORNER CURB RAMPS TO WALKS, CUTTERS, AND STREETS INSTALLATIONS SIMILAR TO THOSE SHOWN IN DETAIL M A AND B. THE CASE OF CURB RAMPS USED IN POLE 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 FRONT ED WITHIN 24 INCHES OF THE CURB RAMP SHALL NOT DICTATE, EXCEED 1" OF DEPTH FOR EACH 2'-0" OF WIDTH. 2. IF DISTANCE FROM CURB TO BACK OF SIDEWALK OF SMEWI IS TOO SHORT TO ACCOMMODATE RAMP AND 4'-2" WARNING SURFACE THAT EXTENDS THE FULL WIDTH PLATFORM (LANDING) AS SHOWN IN CASE A, THE AND 3' DEEP STARTING FROM THE BACK OF THE SIDEWALK MAY BE DEPRESSED LONGITUDINALLY AS IN 6` CASE 8, OR C OR MAY BE WIDENED AS IN CASE D. SURFACE MAY BE USED ON A 4'-2" MME CURB RAMP. DETECTABLE WARNING SURFACES SHALL 3. WHEN RAMP IS LOCATED IN CENTER OF CURB � U SPECIFICATIONS SIMILAR TO THAT SHOWN FOR .DETAIL B. C.O.B. STD. D-14 WITHOUT WINGS, UNLESS NOTED OTHERWISE. JY 10. SIDEWALK AND RAMP THICKNESS, "T", SHALL BE 4. AS SITE CONDITIONS DICTATE, THE RETAINING 6 CURB SIDE AND THE FLARED SIDE OF THE CASE G RAMP SHALL BE CONSTRUCTED IN REVERSED 11 UTILITY PULL BOXES, MANHOLES, VAULTS AND ALL POSITION. OTHER UTLJTY FACILITIES WITHIN THE BOUNDARIES OF S. IF LOCATED ON A CURVE, THE SIDES OF THE THE CURB RAMP WILL BE RELOCATED OR ADJUSTED RAMP NEED NOT BE PARALLEL, BUT THE MINIMUM RETAININ a.80o CONJUNCTION WITH. CURB RAMP CONSTRUCTION. J 12 DETECTABLE WARNING SURFACES MAY HAVE TO 6, SIDE SLOPE OF RAMP FLARES VARY UNIFORMLY CURB (B( FROM A MAXIMUM OF 9% AT CURB TO CONFORM WHILE. MAINTAINING FULL DETECTABLE WARNING MOTH MTI LONGITUDINAL SIOEWALK SLOPE ADJACENT TO AND DEPTH. TOP OF THE RAMP, EXCEPT IN CASE C AND CASE F. SIDES F COMPACTED M 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 9� PARKING AREA - SEE CONSTRUCTION NOTE 6. 3. ALL CATCH BASINS TO B TYPE 'A' VATN 3.5' OI'ENM PER 9 C O.& SM. 0-14, UNLESS 14DTED OTHER'MSE 88 o RAMP) Niro w 4-C MIN I�- SEE NOTE 9 CASE F 17H DETAIL "5„ TYPICAL BULGE N.T.S. 0 1.67" TO 2.35" -A'D�r' 9.45" _ F - CENTER TO TOP DIA CENTER Qp 0p 0 SPACING RAISED TRUNCATEDBASE"DIAO�- DOME PATTERN (iN-LINE) DETECTABLE YARNING SURFACE RAISED TRUNCATED DOME (SEE NOTE 10) CURB RAMP - DETAIL "4" NorE: M ACCORDANCE WT11 CALTRANS RECUSED JULY 2018 STD. A88A CASE "F' CURB RAMPS TO BE USED ON ALL SCALE: NONE LOCAL STREETS. NOTES: 1. AS SITE CONDITIONS DICTATE, CASE A THROUGH 7. THE ADJACENT SURFACES AT TRANSITIONS AT CASE G CURB RAMPS MAY BE USED FOR CORNER CURB RAMPS TO WALKS, CUTTERS, AND STREETS INSTALLATIONS SIMILAR TO THOSE SHOWN IN DETAIL SHALL BE AT THE SAME LEVEL A AND B. THE CASE OF CURB RAMPS USED IN POLE 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 AT MID BLOCK LOCATIONS, AS SITE CONDITIONS WITHIN 24 INCHES OF THE CURB RAMP SHALL NOT DICTATE, EXCEED 1" OF DEPTH FOR EACH 2'-0" OF WIDTH. 2. IF DISTANCE FROM CURB TO BACK OF SIDEWALK 9. CURB RAMPS SHALL HAVE A DETECTABLE IS TOO SHORT TO ACCOMMODATE RAMP AND 4'-2" WARNING SURFACE THAT EXTENDS THE FULL WIDTH PLATFORM (LANDING) AS SHOWN IN CASE A, THE AND 3' DEEP STARTING FROM THE BACK OF THE SIDEWALK MAY BE DEPRESSED LONGITUDINALLY AS IN CURB. A 4'-0" WIDE DETECTABLE WARNING CASE 8, OR C OR MAY BE WIDENED AS IN CASE D. SURFACE MAY BE USED ON A 4'-2" MME CURB RAMP. DETECTABLE WARNING SURFACES SHALL 3. WHEN RAMP IS LOCATED IN CENTER OF CURB CONFORM TO SHE REQUIREMENTS IN THE STANDARD RETURN, CROSSWALK CONFIGURATION MUST BE SPECIFICATIONS SIMILAR TO THAT SHOWN FOR .DETAIL B. C.O.B. STD. D-14 WITHOUT WINGS, UNLESS NOTED OTHERWISE. JY 10. SIDEWALK AND RAMP THICKNESS, "T", SHALL BE 4. AS SITE CONDITIONS DICTATE, THE RETAINING 3.5" MINIMUM. CURB SIDE AND THE FLARED SIDE OF THE CASE G RAMP SHALL BE CONSTRUCTED IN REVERSED 11 UTILITY PULL BOXES, MANHOLES, VAULTS AND ALL POSITION. OTHER UTLJTY FACILITIES WITHIN THE BOUNDARIES OF S. IF LOCATED ON A CURVE, THE SIDES OF THE THE CURB RAMP WILL BE RELOCATED OR ADJUSTED RAMP NEED NOT BE PARALLEL, BUT THE MINIMUM TO GRADE BY THE OWNER PRIOR TO, OR IN WIDTH OF THE RAMP SHALL BE 4'-2". CONJUNCTION WITH. CURB RAMP CONSTRUCTION. J 12 DETECTABLE WARNING SURFACES MAY HAVE TO 6, SIDE SLOPE OF RAMP FLARES VARY UNIFORMLY BE CUT TO ALLOW REMOVAL OF UTILITY COVERS FROM A MAXIMUM OF 9% AT CURB TO CONFORM WHILE. MAINTAINING FULL DETECTABLE WARNING MOTH MTI LONGITUDINAL SIOEWALK SLOPE ADJACENT TO AND DEPTH. TOP OF THE RAMP, EXCEPT IN CASE C AND CASE F. ARRREMAZINS F.L. FLOWUNE POVC POINT ON VERTICAL CURVE C.L. CENTOURE BVC BEGIN VERTICAL CURVE ELEV. ELEVATION EVC END VERTICAL CURVE B.CR. BEGIN CURB RETURN PI POINT OF INTERSECTION E.C.R. END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE. PCC POINT O" COMPOUND CURVATURE EC END CURVE TO TOP OF CURB PIVC POINT OF INTERSECTION fl TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE P.O.C. POINT ON CURVE FC FINISHED CONCRETE P/L PROPERTY UNE R/W RIGHT- OF -WAY E.P. EDGE OF PAVEMENT AP. ANGLE POINT F.O.C. FACE OF CURB UG CURB AND GUTTER P.AF.L PARKING AREA FLOW UNE EX. EXISTING ® FURNISH & INSTALL SURVEY MONUMENT PER C.O.R. STD. ST -13. EXISTING SURVEY MONUMENT + FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. SID. T-1. -o- FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.S. STANDARD OR APPROVED EQUAL (SEE DETAIL "7" ON SHEET 4) -a FURNISH & INSTALL STREET LIGHT -9500 OMEN PER C.O.B. STD. ST -14. EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS PROPOSED A. C. PAVING SEE STREET CROSS SECTION U 0 2-0 50' TYPE "A" CONC. 0.50' COMPACTED O.G. TO 95% RELATIVE DENSITY DETAIL )T, PARKING AREA FLOWLINE SINGLE FIXTURE (5800 LUMEN) STREET LIGHT DETAIL NO SCALE NOTE: 5800 LUMEN STREET LIGHTS SHALL BE IN ACCORDANCE WITH C.O.B. STD. BET. ST -14. N.T.S 30" DETAIL TYPICAL CORNER N.T.S. GHT BASE 6" SLAB SEE C.O.B. STD ST -14 x18"x3"d BOLTS (4) 1h" x 18" x 3" a ANCHOR BOLTS VERIFY ANCHOR BOLT LAYOUT NTH MANUFACTURER STREET LIGHT PIER DESIGN NO SCALE STREET LIGHT - DETAIL "7" SCALE: NONE LEGEND CONT.): IOHT POST FIXTURE n14!BARRINGTON STERNBERG STERN ERG EXISTING STORM DRAIN POLE OLD TOWN - 5214FP14 A8505RLE6 NOTE: 5800 LUMEN STREET LIGHTS SHALL BE IN ACCORDANCE WITH C.O.B. STD. BET. ST -14. N.T.S 30" DETAIL TYPICAL CORNER N.T.S. GHT BASE 6" SLAB SEE C.O.B. STD ST -14 x18"x3"d BOLTS (4) 1h" x 18" x 3" a ANCHOR BOLTS VERIFY ANCHOR BOLT LAYOUT NTH MANUFACTURER STREET LIGHT PIER DESIGN NO SCALE STREET LIGHT - DETAIL "7" SCALE: NONE LEGEND CONT.): LEGEND (CONT.): o EXISTING SEWER 0 CURVE NUMBER FOR CURVE DESCRIPTION ZM EXISTING STORM DRAIN ITEM OF WORK - SEE SCHEDULE 12.57' - FACE OF CURB STATION - SEE TABLE --- p STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS a 0 STORM DRAIN MANHOLE -{-PIPE SIZE - REFER TO SEWER & STORM DRAIN PLANS 4 W UTIJTY: W -WATER D -DRAIN r G -GAS S -SEWER z CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER N C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. SECTION DESIGNATION: ® CONSTRUCT TYPE "A' CATCH BASIN PITH 3.5 OPENING PER SECTION LETTER N C.O.B. STD. D-14 WITHOUT WINGS, UNLESS NOTED OTHERWISE. JY - s SEWER -REFER TO SEVER &STORM DRAIN PLANS -- - -- - SHEET WHERE SECTION IS SHOWN ® SEWER MANHOLE - REFER SEWER & STORM GRAIN MANS. ® SEWER CLEANOUT - REFER TO SEWER It STORM BRAIN PLANS 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM BRAIN PLANS J TRACT BOUNDARY AND DETAILS. - - COMMUNE 2 LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE 'B" AC. OVER ". . ... . _. UNIT BOUNDARY DAD AGGREGATE BASE OVER 0.50 COMPACTED O.G TO BE COMPACTED M 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 9� PARKING AREA - SEE CONSTRUCTION NOTE 6. 3. ALL CATCH BASINS TO B TYPE 'A' VATN 3.5' OI'ENM PER 9 C O.& SM. 0-14, UNLESS 14DTED OTHER'MSE PROPOSED B DLOOK (SEE SEPARATE F F Z" www 24+00 63i ,}- * EX. GIN 'I` cx `x PROPOSED 6' BLOCK WALL i (SEE SEPARATE PLAN) PROPOSED PROPOSED 6' BLOCK WALL U w (SEE SEPARATE PLAN) rn UIQ 6 MEDIAN DETAIL HIGHGATE GREENS DRIVE (PRIVATE STREET) SCALE: 1" = 20' J ! p o g TANGENT ZM 25+00 H ,,Iw __ S 12.57' - U J ? a � 2 M m - I i � r Nm z F� I N f 8 m N _ 5) - �O ' N Q PROPOSED PROPOSED 6' BLOCK WALL U w (SEE SEPARATE PLAN) rn UIQ 6 MEDIAN DETAIL HIGHGATE GREENS DRIVE (PRIVATE STREET) SCALE: 1" = 20' CURVE TABLE w o -o TANGENT ZM 25+00 H ,,Iw __ S 12.57' - Cj aN - a � 2 CURVE TABLE CURVE I RADIUS I LENGTH TANGENT DELTA C7 4.00' 12.57' - 180'0000" * CAUTION: CONTRACTOR TO KEEP 7' HORIZONTAL CLEARANCE FROM EXISTING 34" HIGH PRESSURE PG&E GAS UNE EXCEPT AT CROSSING. REFER TO PG&E GAS NOTES ON SHEET 2, ® 95$ REL.-OENS1 Y.VV STREET SECTION C SCALE -1"=10' 4 (PRIVATE STREET) WMSP EXHIBIT 4-19.1 TI = 4.5 R=65 60' RIGHT OF WAY 2 1 5 7 0 -6' I 12 12 0'-6' 1 7 5 i1 2 SIDE- LANDSCAPE PARKING LANE w w t- LANE w PARKING LANDSCAPE SIDE- WALK AREA z z AREA WALK =_ s 2% MIN. FINISHED PAD z 4: i MAX. I 2%UO o o 2% j 4 -T-- MAX. 2% I� G'ii I ..� MAX. 2$ MAX PROP05ED PROPOSED 2$ SIDEWAUC I-0.20' A.C. PA NNG SIDEWALK 6" CONCRETE w/ a40' AGG. BASE 6" GG COMP. TO 95$0.50' COMPACTED SUBGRADE A 95$ REL D£N5Y7Y. STREET SECTION scal.el'°=10' 4 (PRIVATE STREET) WMSP EXHIBIT 4-19 TI=4.5 R=65 CONSTRUCTION NOTES: CONSTRUCT TYPE "8" CURB & GUTTER PER C.O.B. STD SF -1 OCONSTRUCT 5' DETACHED STANDARD TYPE SIDEWALK PER 2 C.O.B. SID PROPOSED ST -6 OSI INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. /4 CONSTRUCT HANDICAP RAMP PER CALTRANS 2010 REVISED �/ STANDARD PLAN R.S.P. ABBA-CASE F - DETAIL "4" ON SHEET 4. sJ CONSTRUCT 6" CONCRETE CURB WIRH tY TOTAL CURB HEIGHT AND 6' REVEAL PER DETAIL "Y ON SHEET 4. PARKING AREA 6" THICK OGNCRETE-SEE DETAIL "1" ON SHEET 4. ®CONSTRUCT 12' WADE CROSS GUTTER PER C.O.B. STD. PROPOSED ST -9 - COMPACT SUBGRADE TO 95% B MAX. TO 12" BEYOND GUTTER UP TO A DEPTH OF 12". CCONSTRUCT TYPICAL STREET CORNER - SEE DETAIL "3' ON SHEET 4. OCONSTRUCT TYPICAL STREET BULGE - SEE DETAIL "5" ON SHEET 4. 60' RIGHT OF WAY w LANDSCAPE w UNE SIDE_ AREA i WALK 2%M, U a 0 *..I MAY. 0 60' RIGHT OF WAY w w z w UNE LANE o • SII l Im MK: 4 LANDS(:APE z AREA SIBE- WALK I n O k1.�AX I-0.20' A. C. PA WNG 6" CONCRE}'E w/ a40' AGa BASE 6" OG COMP. TO 95$ 0.50' COMPACTED SUBGRADE 0 95X REL. DENSITY. STREET SECTION B SCAIE:1"=10' 4 (PRIVATE STREET) R=65 TI=4.5 WMSP EXHIBIT 4-19 MAX e BLOCK WALL RATE PLAN) 115F.TW120 i Know what's belOW. Cal I before you dig. 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