Loading...
HomeMy WebLinkAbout1.1-6578 Ph 9VICINITY MAP NO SCALE FUTURE PARS MAP WAIVER I -- u n vwi ' I I -.J PENSINGER ROAD UNIT UNIT 9 STANDARD NOTES TNS 446 A.C. PAVING TESTING NOTES: a Ta_ I_8 CY 569 1. ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS AND 1544 1, ASPHALT CONCRETE SHALL BE TYPE 'A' (MODIFIED FOR ALL ARTERIAL AND COLLECTOR STREETS AND 6052 SPECIFICATIONS OF THE CITY OF BAKERSFIELD AND CALTRANS STANDARD SF 2990 TYPE 'B' (MODIFIED) FOR LOCAL STREETS AND SHALL CONFORM TO THE PROVISIONS IN SECTION 39, EA SPECIFICATIONS. _ ...__ "ASPHALT CONCRETE", OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. SURVEY MONUMENT & ENCASEMENT THE FOLLOWING APPROVED CITY OF BAKERSFIELD STANDARDS SHALL BE CONSIDERED PART 8 SAW CUT LF OF THESE PLANS: OF VERTICAL CURVE 2. PRIOR TO THE ADDITION OF ASPHALT BINDER, THE COMBINED MINERAL AGGREGATE FOR TYPE 'A' ® ST -1 STANDARD CURB AND GUTTER (MODIFIED) OR TYPE 'B' (MODIFIED) ASPHALT CONCRETE SHALL CONFORM TO THE REQUIREMENTS ST -9 STANDARD STREET SPECIFICATIONS NEAT OF WORK -SEE SCHEDULE OF SECTION 39-2.02, "AGGREGATE; OF THE STANDARD SPECIFICATIONS FOR 3/4" MAXIMUM, ST -13 STANDARD SURVEY MONUMENTS M M PER C.O.B. SID. ST -7. SEE SHEET 3. (UNLESS OTHERWISE NOTED) MEDIUM GRADING. TAPER DATA - SEE TABLE ST -14 STANDARD STREET UGHT MAST ARM TYPE � b © MONUMENT DESCRIPTION - SEE TABLE ---- ST -15 STANDARD CUL-DE-SACS OtEASEMENT 3. ASPHALT BINDER FOR TYPE A (MODIFIED) ASPHALT CONCRETE SHALL BE PG 64-10 PERFORMANCE -PROPOSED EOE OF PAVEMENT SECTION L7 ST -16 STANDARD STREET KNUCKLES ST -22 STANDARD TRENCH BACKFILL AND COMPACTION REQUIREMENTS GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER. ASPHALT BINDER FOR TYPE 8 w� D-14 STANDARD CATCH BASIN TYPE "A" CENTERUNE _ _ _ 'A OMODIFIED ASPHALT CONCRETE SHALL BE PG. 64-10 PERFORMANCE GRADED ASPHALT, UNLESS D-16 STANDARD GUTTER DEPRESSIONS TRACT BOUNDARY SHEET MKI E 2 THERWISE DIRECTED BY THE CITY ENGINEER. THE ASPHALT BINDER SHALL CONFORM TO THE T-1 STANDARD STREET SIGN POST TYPE REQUIREMENTS IN THE TABLE FOR 'STEAM -REFINED PAVING ASPHALTS," IN SECTION 92-1.02, 1P, T-19 MISCELLANEOUS SIGN DETAIL "GRADES," OF THE STANDARD SPECIFICATIONS. THE FOLLOWING PROPOSED CIN OF BAKERSFIELD STANDARDS BELOW SHALL BE �P 4. THE AMOUNT OF ASPHALT BINDER TO BE MIXED WITH THE MINERAL AGGREGATE SHALL BE DETERMINED BY CONSIDERED PART OF THESE PLANS: THE CONTRACTOR IN ACCORDANCE WITH CALIFORNIA TEST METHOD 367 USING SAMPLES OF MATERIALS ST -2 STANDARD MEDIAN CURBS TYPE "M" PROPOSED FOR USE IN THE WORK. THE AMOUNT OF ASPHALT BINDER SHALL BE APPROVED BY THE CITY ST -5 STANDARD COMBINATION SIDEWALK ENGINEER. ST -7 SINGLE FAMILY RESIDENTIAL DRIVE APPROACH(SHEET 3) ST -11 STANDARD PAVEMENT PATCHES 5. AT LEAST 14 DAYS PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL SUBMIT THE FOLLOWING FOR THE z ST -23 STANDARD STREETLIGHT MAST ARM TYPE CITY ENGINEER'S RENEW AND APPROVAL ST -24 STANDARD STREET UGHT BASE PLATE DETAILS LOCATION DETAILS 0 ST -26 STANDARD HOUSE NUMBERS FOR CURBS A. A LIST OF AGGREGATE AND ASPHALT SOURCES. T-33 STANDARD CONDUIT & R/W REQUIREMENTS N TSTANDARD PLAN R.S.P. A86A, 2002 RSP -CASE "A" SHALL BE CONSIDERED PART B. DOCUMENTATION VERIFYING THAT THE AGGREGATES TO BE INCORPORATED IN THE WORK CONFORM TO OF PLANS OF THESE THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE; OF THE STANDARD SPECIFICATIONS AND 3, PAVEMENT: THESE SPECIAL PROVISIONS. MATERIAL SIEVE ANALYSIS AND SAND EQUIVALENT TEST RESULTS SHOULD PAVING FOR RESIDENTIAL AND LOCAL STREETS SHALL BE: NOT BE OLDER THAN SIX (6) MONTHS. ALL OTHER TEST RESULTS SHOULD NOT BE OLDER THAN ONE 0.20' TYPE "B" ASPHALT CONCRETE OVER (1) YEAR. 0.90' AGGREGATE BASE OVER C. AN ASPHALT CONCRETE MIX DESIGN DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 367. 0.50' ORIGINAL GROUND. O.G. TO BE COMPACTED TO 95% LABORATORY TEST RESULTS ON WHICH THE DESIGN IS BASED SHALL BE SUBMITTED WITH THE MIX RELATIVE DENSITY PER C.O.B. STD. ST -9. DESIGN ALONG WTH THE THEORETICAL MAXIMUM DENSITY OF THE DESIGN MIXTURE AS 4. INSTALL STANDARD SURVEY MONUMENT FRAME AND COVER PER CITY OF DETERMINED BY ASTM D2041. THE ASPHALT CONCRETE MIX SHALL MEET THE REQUIREMENTS BAKERSFIELD STD. DWG. ST -13. OF SECTION 39-2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL W cc PROVISIONS. IF THE DATA SUBMITTED SHOWS THAT THE MATERIALS ARE SUBSTANTIALLY THE SAME TO BE INSTALLED W z W AS WHEN THE DESIGN WAS PREPARED, THE DESIGN MAY BE UP TO THREE (3) YEARS OLD. THE W 4 F,. EXISTING 7, `qi CONTRACTOR SHALL. BEAR ALL COSTS ASSOCIATED WITH THE ASPHALT CONCRETE MIX DESIGN. 5.TI INSTALL TRAFFIC CONTROL SIGNS 1L 6 V 6. WHERE NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM TO EXISTING PAVED SURFACES, THE EXISTING f INSTALL STANDARD STREET NAME SIGNS PER C.O.B. STD. T-1 PAVEMENT IS TO BE SAW CUT IN A NEAT STRAIGHT LINE, EITHER PARALLEL OR PERPENDICULAR TO THE I CENTERUNE OF THE STREET, AND AT A MINIMUM DISTANCE OF ONE (1) FOOT FROM THE EXISTING EDGE INSTALL METRO SIZE STREET NAME SIGNS PER C.O.B. STD. T-1 w OF PAVEMENT. 7. A PRIME COAT WILL NOT BE REQUIRED ON NON -PAVED AREAS TO BE SURFACED PRIOR TO THE PLACEMENT 8 INSTALL STANDARD STREET LIGHTS, 5800 LUMEN H.P.S.V. PER H OF ASPHALT CONCRETE. HOWEVER, ALL OTHER REQUIREMENTS OF SECTION 39-4.01, "SUBGRADE; OF THE C.O.B. STD. ST -23 AND SPECIAL PROVISION 7-86-10. -a- INSTALL STREET LIGHTS, 9500 LUMEN H.P.S.V. PER C.O.B. STD. STANDARD SPECIFICATIONS SHALL BE MET ST -23 AND SPECIAL PROVISION 7-86-10. _ B. THE AREA TO WHICH PAINT BINDER HAS BEEN APPLIED SHALL BE CLOSED TO PUBLIC TRAFFIC. CARE SHALL STREET LIGHTS SHALL MATCH THOSE EXISTING IN THE VICINITY. BE TAKEN TO AVOID TRACKING BINDER MATERIAL ONTO THE EXISTING PAVEMENT SURFACE BEYOND THE "B" ST ON LIMITS OF CONSTRUCTION. 6, INSTALL TYPE CURB AND GUTTER, PER C.O.B. STANDARD -1, ALL OD STREETS UNLESS OTHERWISE NOTED. -. 9. PAVING SEAMS SHALL BE LOCATED TO MATCH DESIGNED TRAFFIC LANE STRIPE LOCATIONS UNLESS 7. INSTALL 4.5' SIDEWALK ON ALL STREETS UNLESS OTHERWISE NOTED. 0 OTHERWISE PERMITTED BY THE CITY ENGINEER. 8. SEWER LATERAL LOCATIONS TO BE STAMPED(S) INTO THE CURB FACE OVER 0. INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE CITY ENGINEER. ADDITIONAL EACH SEWER LATERAL. 0 ASPHALT CONCRETE SHALL BE PLACED ROAD CONNECTIONS AND PRIVATE DRIVE WHERE SHOWN ON THE 9. INSTALL ADDITIONAL 3-1/2 PULL BOX FOR STREET P.G.& E. DIRECTED BY THE CITY ENGINEER AND HAND RAKED IF NECESSARY AND COMPACTED TO FORM PLANS AND AS EN _ SERMCE POEN" ALL PULL BOXES TO BE INSTALLED ON A GRAVEL BED A A GRAVE z. SMOOTH, TAPERED CONNECTIONS MINIMUM OF 6" THICK. � 11.WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS 0.15 FOOT OR LESS PAVING 10. ALL MANHOLE AND LAMPHOLE FRAME AND COVERS SHALL BE SET 1/4- BELOW OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT, AT THE END EACH WORK SHIFT, THE PAVEMENT GRADE. T LANES IS NOT GREATER LENGTH PAVEMENT ALONG THE LONGITUDINAL DROP-OFF BETWEEN ADJACENT 11. UNDERGROUND SERMCE ALERT SHALL BE CONTACTED AT LEAST 2 WORKING o THAN THAT WHICH ICH CAN BE SURFACED DURING THE FOLLOWING SHIFT NORMAL PAVING OPERATIONS, DAYS PRIOR TO CONSTRUCTION. 1-800-642-2444. m EACH LANE. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP-OFFS ON E SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TOO FORM TEMPORARY 12. WARNING /REGULATORY SIGNS: SIGN PANELS SHALL BE MOUNTED ON POSTS CONFORMS BEFORE THE MANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED WITH HAWKINS M2G SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS EQUAL ROADSIDE SIGNS INSTALLED PER STD. T-19 SHALL BE LOCATED WITHIN WHEN PAVING OPERATIONS RESUME. SIDEWALK 6" FROM BACK. 13. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD 12. WH ERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS MORE THAN 0.15 FOOT PAVING PUBLIC WORKS DEPT. FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT THE LAYER OF ASPHALT CONCRETE IS PLACED STREET RIGHT-OF-WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, ON ALL CONTIGUOUS LANES OF THE TRAVELED WAY BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. AT SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK THE END OF EACH WORK SHIFT, THE DISTANCE BETWEEN THE ENDS OF A LAYER OF ASPHALT CONCRETE ON PERFORMED WITHIN THE RIGHT-OF-WAY AND INSURANCE SHALL BE POSTED ADJACENT LANES SHALL NOT BE GREATER THAN 10 FEET. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED PRIOR TO ISSUANCE OF THE PERMIT. ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC 14 AGGREGATE BASE: AGGREGATE BASE MATERIAL FOR ARTERIAL &COLLECTOR TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO ROADWAYS SHALL BE CRUSHED AGGREGATE BASE (CAB) CONFORMING TO FACWTATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. SECTION 200-2.2 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION ("GREENBOOK"). AGGREGATE BASE MATERIAL FOR LOCAL ROADWAYS SHALL BE EITHER CAB OR CRUSHED MISCELLANEOUS 13. ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM 92 PERCENT OF THE MAXIMUM THEORETICAL BASE (CMB) CONFORMING TO SECTION 200-2.4 OF THE STANDARD DENSITY AS DETERMINED BY ASTM D-2041. IN-PLACE DENSITY SHALL BE DETERMINED IN ACCORDANCE SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION. WITH CALIFORNIA TEST 375. AGGREGATE BASE SHALL BE FURNISHED AND PLACED IN ACCORDANCE WITH THE CONTRACT PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS 14. IF THE IN-PLACE DENSITY OF ANY LOT OF ASPHALT CONCRETE IS LESS THAN 92 PERCENT OR GREATER CONSTRUCTION AND THESE DETAILED SPECIFICATIONS. AGGREGATE BASE THAN 94 PERCENT OF THE MAXIMUM THEORETICAL DENSITY. THE CONTRACTOR WILL BE ADVISED THAT THE SHALL BE GRADED TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95% REQUIRED RELATIVE COMPACTION IS NOT BEING ATTAINED AND THAT THE MATERIALS OR PROCEDURES OR OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D-1557. BOTH, IF NEEDED, .ARE TO BE ADJUSTED. ASPHALT CONCRETE SPREADING OPERATIONSSHALL NOT CONTINUE SUBGRADE PREPARATION: THE CONTRACTOR SHALL FINE GRADE AND COMPACT UNTIL THE CONTRACTOR HAS NOTIFIED THE CITY ENGINEER OF THE ADJUSTMENT THAT VALL BE MADE IN 15. STREET SUBGRADE IN ACCORDANCE WITH THE CONTRACT PLANS, CITY ORDER TO MEET THE REQUIRED COMPACTION. IF ANY SUCCESSIVE TEST AFTER NOTICE IS GIVEN DOES NOT B REQUIREMENTS AND STANDARD SPECIFICATIONS SUBGRADE SHALL BE GRADED MEET THE SPECIFIED. RANGE, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND TO WITHIN THE CITY TOLERANCES AND COMPACTED 95% OF THE MAXIMUM REPLACED WITH MATERIAL THAT MEETS THE IN-PLACE DENSITY REQUIREMENTS. DRY DENSITY IN ACCORDANCE WITH ASTM D-1557. 16. ANY TRENCHING TO BE CONDUCTED SHALL BE BACKFILLED & COMPACTED 15. IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE RELATIVE COMPACTION IS PER CITY STANDARD DETAIL ST -22. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. THE EITHER LESS THAN 90% OR MORE THAN SIM THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL 17. NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE BE REMOVED AND REPLACED WITH MATERIAL THAT DOES MEET THE IN-PLACE DENSITY REQUIREMENT. THE CITY ENGINEER. CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. PRIOR TO THE START OF ANY PHASE OF. CONSTRUCTION WITHIN PUBLIC 18 RIGHT-OF-WAY,THE CIN CONSTRUCTION INSPECTION SHALL BE GIVEN 24 16. THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL BE DETERMINED BY: OTICE. (661) 326-2049. HOURSS NNO A. A PROPERLY CALIBRATED NUCLEAR ASPHALT TESTING DEVICE IN THE FIELD, OR 19 DUST CONTROL: CONTRACTOR SHALL OBTAIN A COPY OF THE DUST CONTROL B. ASTM 01188 WHEN SLABS OR CORES ARE TAKEN FOR LABORATORY TESTING. ZINC STEARATE MAY PLAN (DCP) FOR THIS PROJECT FROM THE DEVELOPER, AND SHALL KEEP A BE SUBSTITUTED WITH PARAFFIN. COPY ON SITE AT ALL TIMES. FOR THE DURATION OF CONTRACTOR'S C. IN CASE OF DISPUTE, METHOD B ABOVE SHALL BE USED. OCCUPANCY OF THE SITE, CONTRACTOR IS REQUIRED TO COMPLY WITH THE PROVISIONS OF SAID PLAN. IT IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED SURFACE TOLERANCES, IT 20 STORM WATER POLLUTION PREVENTION: CONTRACTOR SHALL OBTAIN A COPY !i SHALL BE BROUGHT WITHIN TOLERANCE BY EITHER: OF THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) FOR THIS A. ABRASIVE GRINDING WITH EQUIPMENT UTILIZING DIAMOND BLADES, PROJECT FROM THE DEVELOPER, AND SHALL KEEP A COPY ON SITE AT ALL B. REMOVAL AND REPLACEMENT, OR TIMES. FOR THE DURATION OF CONTRACTOR'S OCCUPANCY OF THE SITE, C. PLACEMENT OF AN ASPHALT CONCRETE OVERLAY. CONTRACTOR IS REQUIRED TO COMPLY WITH PROVISIONS OF SAID PLAN. THE METHOD WILL BE SELECTED BY THE CITY ENGINEER. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. 21.CONTRACTOR SHALL COORDINATE WITH LANDSCAPE CONTRACTOR TO INSTALL CONDUITS PRIOR TO PAVING. 18. IF ABRASIVE GRINDING IS USED TO BRING THE FINISHED SURFACE TO SPECIFIED SURFACE TOLERANCES. 22 INSTALL W-31(CA) SIGN NTH OM4-3 MARKER AT THE PHASE BOUNDARY WITHIN ADDITIONAL GRINDING SHALL BE PERFORMED, AS NECESSARY, TO ENLARGE THE GRINDING AREA SO THAT THE THE TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED SIMULTANEOUSLY. REMOVE LONGITUDINAL LIMITS OF GRINDING ARE AT A CONSTANT OFFSET FROM, AND ARE PARALLEL TO, THE NEAREST AND SALVAGE THE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. LANE LINE OR PAVEMENT EDGE, AND THE TRANSVERSE LIMITS OF GRINDING ARE NORMAL TO THE PAVEMENT 23' SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT STRIPING & CENTERUNE. ALL GROUND AREAS SHALL CONFORM TO THE REQUIREMENTS IN THE FIRST PARAGRAPHS OF PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SECTION 42-2:02, "CONSTRUCTION", OF THE STANDARD SPECIFlCATONS. A FOG SEAL COAT SHALL BE SPECIFICATION PTH-02ALKYD. APPLIED TO ALL FINISHED ASPHALT SURFACES AT THE CONTRACTOR'S EXPENSE. THE FOG SEAL COAT SHALL BE EITHER REJUVENATING AGENT OR ASPHALT EMULSION AS DIRECTED BY THE CITY ENGINEER. 24' COMPACTION TEST NOTE -COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/SUBDIVIDER/CONTRACTOR. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. 19. ARTERIAL AND COLLECTOR STREET BASE MATERIAL SHALL BE CRUSHED AGGREGATE BASE (CAB) 25. INSTALL BLUE MARKERS AT CENTERUNE FOR FIRE HYDRANT LOCATIONS CONFORMING TO SECTION 200-2.2 OF THE "GREENBOOK". BASE MATERIAL FOR LOCAL STREETS SHALL BE 26. WITH THE EXCEPTION OF THOSE ON RETURNS, STREET SIGNS AND STREET CAB OR FINE GRADATION CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200-2.4 OF UGHTS SHALL BE INSTALLED AT THE EXTENSION OF THE NEAREST LOT UNE ! THE "GREENBOOK" ....... WHICH ALLOWS UP TO 50% OF THE VOLUME TO BE RECLAIMED ASPHALT TO WHERE THEY ARE SHOWN HEREIN. CONCRETE PORTLAND CEMENT CONCRETE LEAN CONCRETE BASE CEMENT TREATED BASE OR A 27. ANY ITEMS IN PUBLIC RIGHT-OF-WAY THAT ARE DAMAGED OR DO NOT MEET !, .COMBINATION OF THESE MATERIALS OTHER RECYCLED BASES SHALL NOT BE ALLOWED. AGGREGATE BASE THE CURRENT STANDARDS SET BY PUBLIC WORKS WILL REQUIRE REPAIRING SHALL BE COMPACTED TO A MINIMUM OF 957 OF MAXIMUM DRY DENSITY. AND/OR UPGRADING AS PER CITY ENGINEER. 20, PAVING CONTRACTOR SHALL GRADE THE PAVING AREAS TO THE FOLLOWING MODIFIED CALTRANS STANDARD 28, LUMINAIRES SHALL BE SOLID STATE LIGHT EMITTING DIODE WITH TWIST LOCK SPECIFICATION SECTION 19-1.03 PER THE CITY OF BAKERSFIELD. PHOTOCELL (ORIENTED NORTH) AND SHALL CONFORM TO THE LATEST REQUIREMENTS OF THE CURRENT CITY OF BAKERSFIELD LED STREET LIGHTING IMMEDIATELY PRIOR TO PLACING SUBSEQUENT LAYERS OF MATERIAL THEREON, THE GRADING PLANE SHALL SPECIFICATIONS. CONFORM TO THE FOLLOWING: 29. PRIOR TO PAVING THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY A. WHEN ASPHALT CONCRETE OR ASPHALT CONCRETE BASE IS TO BE PLACE ON THE GRADING THAT CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. PLANE, THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.04 FOOT ABOVE OR SHOULD CONDITIONS BE CHANGED, A REVISED PLAN SHALL BE SUBMITTED TO BELOW THE GRADE ESTABLISHED BY THE ENGINEER. THE CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING. 30. MAXIMUM SLOPE RATIO FROM BACK OF WALK TO FACE OF WALL OR B. WHEN THE SUBBASE OR BASE MATERIAL (OTHER THAN ASPHALT CONCRETE BASE) IS TO BE PLACE STRUCTURE SHALL BE 4:1, EXCEPT FOR TWO FEET BEHIND THE SIDEWALK ON THE GRADING PLANE, THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.04 WHERE THE MAXIMUM SLOPE SHALL BE 2X ALTERNATIVELY, THE CITY FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. ENGINEER MAY APPROVE CURBING BEHIND THE SIDEWALK OR OTHER METHOD TO PREVENT EROSION ONTO THE SIDEWALK. 21. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/SUBDIVIDER/CONTRACTOR. THE NUMBER 31. IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL "NOTICE & LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES), A OF INTENT"(NOI) TO COMPLY WITH THE TERMS OF THE GENERAL PERMIT TO NOTE: 95% COMPACTION AT LEAST 1' ON EACH SIDE OF CROSS GUTTERS DISCHARGE STORM WATER ASSOCIATED WITH CONSTRUCTION ACTIVITY (SWRCB ORDER NO.2009-009DWQ AS AMENDED BY ORDER 2010-0014-DWQ AND ORDER 2012-0006-DWQ) MUST BE .FILED WITH STATE WATER RESOURCES 22. THE CONTRACTOR SHOULD BE AWARE OF EXISTING SEWER AND STORM DRAIN MANHOLES WITHIN THE CONTROL BOARD IN SACRAMENTO BEFORE THE BEGINNING OF ANY ROADWAY. CONSTRUCTION ACTIMTY. COMPLIANCE WITH THE GENERAL PERMIT REQUIRES THAT A STORM WATER POLLUTION PREVENTION PLAN (SWPP) BE PREPARED, CONTINUOUSLY CARRIED OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC INSPECTION DURING NORMAL CONSTRUCTION HOURS. WASTE DISCHARGE IDENTIFICATION (WDID) NUMBER 5F15C375482 HAS BEEN ISSUED BY THE STATE WATER RESOURCES BOARD FOR THIS PROJECT. VICINITY MAP NO SCALE FUTURE PARS MAP WAIVER I -- u n vwi ' I I -.J PENSINGER ROAD 'av�\ I lil II I.I... KEY MAP SCALE: 1" = 200' E - SHEET NUMBER LIST OF MATERIALS ITEM DESCRIPTION UNIT UNIT 9 A.C. PAVING TNS 446 AGGREGATE BASE, CLASS 2 a Ta_ I_8 CY 569 6" CURB & GUTTER LF 1544 SIDEWALK (4" THICK) SF 6052 DRIVEWAYS (6" THICK) SF 2990 HANDICAP RAMPS (ADA/TITLE 24/CALTRANS) EA 1 _ ...__ 4 SURVEY MONUMENT & ENCASEMENT EA 'av�\ I lil II I.I... KEY MAP SCALE: 1" = 200' E - SHEET NUMBER LIST OF MATERIALS ITEM DESCRIPTION UNIT UNIT 9 A.C. PAVING TNS 446 AGGREGATE BASE, CLASS 2 CY 1025 ROADWAY EXISUBGRADE PREP CY 569 6" CURB & GUTTER LF 1544 SIDEWALK (4" THICK) SF 6052 DRIVEWAYS (6" THICK) SF 2990 HANDICAP RAMPS (ADA/TITLE 24/CALTRANS) EA 4 STREET NAME SIGNS EA 4 SURVEY MONUMENT & ENCASEMENT EA 8 SAW CUT LF 127 LOCAL STREET FRONTAGE 813 LF O FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. EXISTING SURVEY MONUMENT FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. -o- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. SID. ST -14. -8- FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. SID. ST -14. R= -i FURNISH & INSTALL TRAFFIC SIGNS PER GO.B. STD. T-19: "11I-1" - STOP 'R26(CA)" - NO PARKING ANYTIME "R3-7^ - RIGHT LANE MUST TURN RIGHT "W71(GA)" - END "W14-1" - DEAD END 'W14-2" - NO OUTLET CITY OF BAKERSFIELD KERN COUNTY CALIFORNIA STREET CONSTRUCTION PLANS a 1 t � � a I a �3 FUTURE PARCEL MAP WAIVER FOR FUTURE PARCEL MAP WAIVER WITHIN VESTING TENTATIVE TRACT NO, 6578 UNIT 9 DRILL SITES SHEET TITLE 1. COVER SHEET 2. EIFFEL PLACE 2. CORTIAU LANE NOTE: 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION WITHIN THE CITY RIGHT-OF-WAY, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. TELEPHONE 326-3049. NO CITY INSPECTIONS WILL BE GIVEN FOR THE WORK IN THIS AREA UNTIL A STREET PERMIT WITH APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINED. 2. ANY FACILITY NOT IN THE PUBLIC RIGHT OF WAY IS TO BE PRIVATELY MAINTAINED 3. ALL MATERIALS SUPPLIED FOR THIS PROJECT WILL REQUIRE A CERTIFICATE OF COMPLIANCE STATING THAT THE REQUIREMENTS & STANDARDS SET FORTH BY THE CITY OF BAKERSFIELD HAVE BEEN MET. ENGINEER'S STATEMENT THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND TO THE BEST OF MY. KNOWLEDGE AND BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA AND INCLUDE ALL IMPROVEMENT REQUIREMENTS NUMBER OF LOTS: OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. 1 AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PHASE 9: 19 PLANS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS AND DESIGN CRITERIA ENCOUNTERED TOTAL: 19 DURING CONSTRUCTION SHALL BE CORRECTED AND SUCH CORRECTIONS WILL BE REFLECTED ON CORRECTED PLANS SUBMITTED TO THE CIN ENGINEER. NOTE: CONSTRUCTION OF THESE IMPROVEMENTS ARE AT DEVELOPER'S RISK. CITY ACCEPTANCE OF PUBLIC IMPROVEMENTS AND CREATION OF PARCELS IS SUBJECT TO APPROVAL OF RIGHT-OF-WAY DEDICATION AND PARCEL MAP WAIVER. ABBREVIATIONS POVC POINT ON VERTICAL CURVE BVC BEGIN VERTICAL CURVE EVC END VERTICAL CURVE PI POINT OF INTERSECTION RC POINT OF REVERSE CURVATURE PCC POINT OF COMPOUND CURVATURE TC TOP OF CURB TC TOP OF PAVEMENT FC FINISH CONCRETE FL FLOWUNE CL CENTERLINE ELEV ELEVATION BCR BEGIN CURB RETURN ECR END CURB RETURN BC BEGIN CURVE PIVC POINT OF INTERSECTION OF VERTICAL CURVE �_- 0/ R\ X i( 7/ -7-1 L9 APPROVE BY -.-ROGER A. McINTOSH R.C.E. 33322 DATE IMPROVEMENT PLANS HAVE BEEN REVIEWED BY THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT. ALL IMPROVEMENTS HEREIN ARE PUBLIC AND ARE TO BE PUBLICLY MAINTAINED. R.C.E. NO. 61069 REVIEWED BY: STUART J. PATTESON, DATE ASSISTANT PUBLIC WORKS DIRECTOR R.C.E. NO. 44898 REVIEWED BY: ;7� u l$ 119 TRAFFIC ENGINEER BASIS OF BEARINGS: THE BEARING OF N. 00'54'43" E. SHOWN FOR THE EAST LINE OF THE SOUTHEAST 1/4 OF SECTION 24, T.30 S., R.26 E. AS SHOWN ON SURVEY INVESTIGATION MAP No. 7-1 BK. 6, PG. 34 WAS USED AS THE BASIS OF BEARINGS SHOWN HEREON. BENCHMARK USED: TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE INTERSECTION OF BUENA VISTA ROAD AND CALICO PEAK STREET. ELEVATION = 348.89' (USGS DATUM) PER TRACT N0: 6104 PHASE 5 i Know what's below. Call before you dig. 1.1-6578 Ph 9 CITY RECORDS NO: ■ STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS ® STORM DRAIN MANHOLE -REFER TO SEVER &STORM DRAIN PLANS -----------SAWGR Ys IR FURNISH & INSTALL IRRIGATION CONDUIT 77 CATCHBASIN - REFER TO SEWER & STORM DRAIN PLANS, Ic FURNISH & INSTALL INTERCONNECT CONDUIT w z BAER - REFER TO SEWER & STORM DRAIN PLANS Tgs T53 TMs FURNISH &INSTALL SPLICE BOX FOR INTERCONNECT ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. TR3=N0.3 1/2 SIZE TN5=N0.5 SIZE TR6=N0.6 SIZE O CURVE NUMBER FOR CURVE DESCRIPTION ® SEWER CLEANOUT - REFER TO SEWER & SIM DRAIN PLANS ® NEAT OF WORK -SEE SCHEDULE CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS M M PER C.O.B. SID. ST -7. SEE SHEET 3. (UNLESS OTHERWISE NOTED) ry TAPER DATA - SEE TABLE � � b © MONUMENT DESCRIPTION - SEE TABLE ---- -• PHASE BOUNDARY OtEASEMENT LEGEND - SEE TABLE - -PROPOSED EOE OF PAVEMENT SECTION L7 w� CENTERUNE _ _ _ 'A SECTION DESIGNATION ------� TRACT BOUNDARY SHEET MKI E 2 m SECTION 6 SHOWN R.C.E. NO. 61069 REVIEWED BY: STUART J. PATTESON, DATE ASSISTANT PUBLIC WORKS DIRECTOR R.C.E. NO. 44898 REVIEWED BY: ;7� u l$ 119 TRAFFIC ENGINEER BASIS OF BEARINGS: THE BEARING OF N. 00'54'43" E. SHOWN FOR THE EAST LINE OF THE SOUTHEAST 1/4 OF SECTION 24, T.30 S., R.26 E. AS SHOWN ON SURVEY INVESTIGATION MAP No. 7-1 BK. 6, PG. 34 WAS USED AS THE BASIS OF BEARINGS SHOWN HEREON. BENCHMARK USED: TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE INTERSECTION OF BUENA VISTA ROAD AND CALICO PEAK STREET. ELEVATION = 348.89' (USGS DATUM) PER TRACT N0: 6104 PHASE 5 i Know what's below. Call before you dig. 1.1-6578 Ph 9 CITY RECORDS NO: ■ Ys '. 0 ® w z Z U V 0 M M 'r ry � � �Qa � � b 0 z Oo a Z1,. I ¢ J k o L J 0 m w� m 1P, d �P Y S 0 0 z 0 N K H a 0 v W cc 0w ~ t W z W W 4 7, `qi F -LU 1L 6 V f w 8 H x 6 LU OD w 0 358 356 354 352 350 348 346 344 342 340 338 336 358 +00 356 354 352 350 348 346 344 342 340 338 336 10+00 11 HAWKSMOOR ST. NI 11 y < O 11 II 11.58' 5.79' PER SEPARATE PUNS NOTES: NOQLL 10.81' 5.41' roow C3 till FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. S ID. T-2 12.18' OOJ o Z �+ NN 2 95.55' aiblV 15.79' 8.08' 30'09'40" m F]I 61 UW 14 67.76'1 N K 110Ta5'I6" dp I I K O ILLI N_O STD. DET. ON SHEET 3. U4M Vil 1 Wp�OO I 01 UQRf I gg �N<'N 924-7' - KEEP RIGHT 'W4-7" - THRU TRAFFIC MERGE LEFT "R3-7" 'WI SECTION DESIGNATION: ,yi 1 JI 2 m l0 3R M N O wm' n - RIGHT LANE MUST -1" - CURVE ARROWSECTION LETTER ,++ I ^+ + TURN RIGHT 'R81(CA)" - BIKE LANE 0 16 CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS PER C.O.B. --- o STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS( A T SAWCUT EXISTING PAVEMENT AS INDICATED OR AS .5I N W STORM DRAIN MANHOLE - 2 DIRECTED BY CITY ENGINEER. mfn lai!~/I R1 m N REFER TO SEWER & STORM DRAIN PLANSW SHEET WHERE SECTION IS SHOWN Ins © NOT USED. � m• NOTES: 1 1� 1 1, SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN O7 < Ol OM1 CONSTRUCT TYPE 'A" CATCH BASIN WITH 3.5' OPENING PER PLANS AND DETAILS. SCALE: 1" = 50' NOWW27"E 180.23' �n 14 C11 2 LOCAL STREETS- PAVEMENT TO BE 0 TYPE "B" A.C. O EXISTING WATERLINE TO REMAIN IN PLACE. CONTRACTOR TO —s 1JV N0: 00 VERIFY LOCATION AND .ELEVATION OF EXISTING WATER LINE 50' 25' o' 50' m m .5' BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. W AND NOTIFY C.O.B. WATER OF ANY DISCREPANCY PRIOR TO O I m6 TCF ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. m6 X t 6 U1- � VF Q I UQ K ' O UG Q!'F �.< LIQ Q IC W ¢LL 8 10 34 yo l W1 15 It ® ®. .� -•- CONSTRUCTION LIMITS 11 EXISTING STREET LIGHT TO RELOCATED MI APPR _ h_— PROPOSED FENCE Ut 0 —X—X— 'Q 12 r h6 y6 �i I V EXISTNG� TE UMMYyy: I U I- UQ ( N IO � 13 O L J (JILL N JI ._ NNS BOO _ wOI I 111 Q. O7 $$ ++ l➢N I $I 'l/ fr II I YY Lmgg_ ._ I moo cs o � m i II ®�cEN>ERu' -- E 6 I uG a 5I — 4 I I I I j S-0.25% I 358 356 354 352 350 348 346 344 342 340 338 336 358 +00 356 354 352 350 348 346 344 342 340 338 336 10+00 13+76.36 F.L 2r ST STA. 13+96.21, EIFFEL PLACE (STA. 10+40.00 C.L. TO 14+62.61 C.L.) SCALE: i" = 50 HORIZONTAL 1" = 6 VERTICAL al�Irxl.w e,� 411.0» u. _ STA. 14+41.25 F.L. RADE BREAK STA 14+35.85 C.L. 3Z37 LT. _ STA. 14+57.04 F.L. LT. STA 15+5275 F.L. RT. 11 n J ENGTH � I y < O 11.58' 5.79' 5'06'11• NOTES: NOQLL 10.81' 5.41' roow C3 till FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. S ID. T-2 12.18' OOJ �O) Cm Z �+ NN 2 95.55' aiblV 13+76.36 F.L 2r ST STA. 13+96.21, EIFFEL PLACE (STA. 10+40.00 C.L. TO 14+62.61 C.L.) SCALE: i" = 50 HORIZONTAL 1" = 6 VERTICAL al�Irxl.w e,� 411.0» u. _ STA. 14+41.25 F.L. RADE BREAK STA 14+35.85 C.L. 3Z37 LT. _ STA. 14+57.04 F.L. LT. STA 15+5275 F.L. RT. 11+00 12+00 13+00 .h1 358 356 354 352 350 348 346 344 342 340 338 336 15+00 12+00 13+00 14+00 15+00 16+00 ENGTH TANGENT DELTA 11.58' 5.79' 5'06'11• NOTES: 13 10.81' 5.41' 4'45'49" RI -1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. S ID. T-2 12.18' 6.17' 2395'19' !CURVEtXOV12.16 41.30' 95.55' 98'4339" 15.79' 8.08' 30'09'40" 76.39' 71.84' 240'3726' CONSTRUCT 4.5' COMBINATION TYPE SIDEWALK PER 14 67.76'1 50.85' 110Ta5'I6" 'R5-1" - DO NOT ENTER "WI4-I - DEAD END O FLOWUNE STATION - SEE TABLE C.O.B. STD ST -5 STD. DET. ON SHEET 3. NRI ONLY 'W16 -7P' -NARROOUTLET '*R3— - RIGHPARKING ® EXISTING CURB & GUTTER TO REMAIN 15 INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. 924-7' - KEEP RIGHT 'W4-7" - THRU TRAFFIC MERGE LEFT "R3-7" 'WI SECTION DESIGNATION: ,yi CONSTRUCT HANDICAP RAMP PER CALTRANS n - RIGHT LANE MUST -1" - CURVE ARROWSECTION LETTER I n TURN RIGHT 'R81(CA)" - BIKE LANE STANDARD PLAN R.S.P. A88A, 2002 RSP -CASE "A" 16 CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS PER C.O.B. --- o STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS( A T SAWCUT EXISTING PAVEMENT AS INDICATED OR AS STD. DET. ON SHEET 3. W STORM DRAIN MANHOLE - 2 DIRECTED BY CITY ENGINEER. REFER TO SEWER & STORM DRAIN PLANSW SHEET WHERE SECTION IS SHOWN Ins © NOT USED. � m• NOTES: 1 1� 1 1, SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN O7 < Ol OM1 CONSTRUCT TYPE 'A" CATCH BASIN WITH 3.5' OPENING PER PLANS AND DETAILS. SCALE: 1" = 50' C.O.B. SM. D-14 WITHOUT WINGS, UNLESS NOTED OTHERWISE. 2 LOCAL STREETS- PAVEMENT TO BE 0 TYPE "B" A.C. O EXISTING WATERLINE TO REMAIN IN PLACE. CONTRACTOR TO —s 1JV OVER 0.90' AGGREGATE BASE OVER 0.5 COMPACTED O.G. TO 00 VERIFY LOCATION AND .ELEVATION OF EXISTING WATER LINE 50' 25' o' 50' m m .5' BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. W AND NOTIFY C.O.B. WATER OF ANY DISCREPANCY PRIOR TO O I m6 TCF ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. m6 X UF- 6 U1- 6 VF Q I UQ K I- O UG Q!'F �.< F C before before you dig. W N 10 EXISTING SEWER CLEANOUT TO BE. REMOVED. 1� e� UNIT BOUNDARY ® ®. .� -•- CONSTRUCTION LIMITS 11 EXISTING STREET LIGHT TO RELOCATED MI APPR _ h_— PROPOSED FENCE Ut —X—X— 'Q 12 r h6 y6 �i I V EXISTNG� TE IIC4OND NE U I- UQ L I- _.._.r _ wOI 111 O7 fn W N l➢N I i ®�cEN>ERu' -- E I —�-- — I I j S-0.25% =0.25% �EXI PR WEST FL�NE --- — — —t --T TING FLOWiJ __.— _ � ' I S=0.33% 11+00 12+00 13+00 .h1 358 356 354 352 350 348 346 344 342 340 338 336 15+00 LEGEND: ABBRENATIONS FL FLOWUNE POVC POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE EC END CURVE TC TOP OF CURB PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE P.O.C. POINT ON CURVE R/W RIGHT-OF-WAY PA PROPERTY LINE A.P. ANGLE POINT E.P. .EDGE OF PAVEMENT C/G CURB AND GUTTER F.O.C. FACE OF CURB F.G. FINSIHED GRADE ® FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. OO EXISTING SURVEY MONUMENT -+- FURNISH & INSTALL STREET SIGN PER D.D.B. SID. T-1. + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. �- FURNISH & INSTALL STREET LIGHT -9500 WMEN 'LED" TYPE PER C.D.B. STD. ST -23. EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS CURVE TABLE 12+00 13+00 14+00 15+00 16+00 ENGTH TANGENT DELTA 11.58' 5.79' 5'06'11• NOTES: 13 10.81' 5.41' 4'45'49" RI -1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. S ID. T-2 12.18' 6.17' 2395'19' !CURVEtXOV12.16 41.30' 95.55' 98'4339" 15.79' 8.08' 30'09'40" 76.39' 71.84' 240'3726' CONSTRUCT 4.5' COMBINATION TYPE SIDEWALK PER 14 67.76'1 50.85' 110Ta5'I6" 'R5-1" - DO NOT ENTER "WI4-I - DEAD END O FLOWUNE STATION - SEE TABLE C.O.B. STD ST -5 STD. DET. ON SHEET 3. NRI ONLY 'W16 -7P' -NARROOUTLET '*R3— - RIGHPARKING ® EXISTING CURB & GUTTER TO REMAIN 15 INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. 924-7' - KEEP RIGHT 'W4-7" - THRU TRAFFIC MERGE LEFT "R3-7" 'WI SECTION DESIGNATION: ,yi CONSTRUCT HANDICAP RAMP PER CALTRANS n - RIGHT LANE MUST -1" - CURVE ARROWSECTION LETTER I n TURN RIGHT 'R81(CA)" - BIKE LANE STANDARD PLAN R.S.P. A88A, 2002 RSP -CASE "A" 16 CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS PER C.O.B. --- o STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS( A SAWCUT EXISTING PAVEMENT AS INDICATED OR AS STD. DET. ON SHEET 3. W STORM DRAIN MANHOLE - 2 DIRECTED BY CITY ENGINEER. REFER TO SEWER & STORM DRAIN PLANSW SHEET WHERE SECTION IS SHOWN "A' © NOT USED. / CONSTRUCT TE CATCH BASIN W1TH 3.5' OPENING PER NOTES: 1 1, SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN O7 < No ® CONSTRUCT TYPE 'A" CATCH BASIN WITH 3.5' OPENING PER PLANS AND DETAILS. SCALE: 1" = 50' C.O.B. SM. D-14 WITHOUT WINGS, UNLESS NOTED OTHERWISE. 2 LOCAL STREETS- PAVEMENT TO BE 0 TYPE "B" A.C. O EXISTING WATERLINE TO REMAIN IN PLACE. CONTRACTOR TO —s 1JV OVER 0.90' AGGREGATE BASE OVER 0.5 COMPACTED O.G. TO 00 VERIFY LOCATION AND .ELEVATION OF EXISTING WATER LINE 50' 25' o' 50' m m .5' BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. W AND NOTIFY C.O.B. WATER OF ANY DISCREPANCY PRIOR TO O n ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. 4YNf CONSTRUCTION. KnowWhaIS b@IOW. © SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS O EXISTING SEWER LINE TO REMAIN IN PLACE. C before before you dig. TRACT BOUNDARY 10 EXISTING SEWER CLEANOUT TO BE. REMOVED. 1� e� UNIT BOUNDARY ® ®. .� -•- CONSTRUCTION LIMITS 11 EXISTING STREET LIGHT TO RELOCATED < x X PROPOSED FENCE Ut —X—X— 'Q 12 EXISTING SURVEY MONUMENT TO BE REMOVED. h6 y6 �i DXIMA}E V < 1- V < 1- U I- UQ I- _.._.r _ wOI 111 O7 fn W N l➢N I i ®�cEN>ERu' E I I I I _ S=0.33% 5=0.33% I 1 I vnaN L_ 'EXISTING EAST FLO NE LEGEND: ABBRENATIONS FL FLOWUNE POVC POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE EC END CURVE TC TOP OF CURB PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE P.O.C. POINT ON CURVE R/W RIGHT-OF-WAY PA PROPERTY LINE A.P. ANGLE POINT E.P. .EDGE OF PAVEMENT C/G CURB AND GUTTER F.O.C. FACE OF CURB F.G. FINSIHED GRADE ® FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. OO EXISTING SURVEY MONUMENT -+- FURNISH & INSTALL STREET SIGN PER D.D.B. SID. T-1. + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. �- FURNISH & INSTALL STREET LIGHT -9500 WMEN 'LED" TYPE PER C.D.B. STD. ST -23. EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS CURVE TABLE 12+00 13+00 14+00 15+00 16+00 ENGTH TANGENT DELTA 11.58' 5.79' 5'06'11• NOTES: 13 10.81' 5.41' 4'45'49" RI -1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. S ID. T-2 12.18' 6.17' 2395'19' !CURVEtXOV12.16 41.30' 95.55' 98'4339" 15.79' 8.08' 30'09'40" 76.39' 71.84' 240'3726' CONSTRUCT 4.5' COMBINATION TYPE SIDEWALK PER 14 67.76'1 50.85' 110Ta5'I6" 30' 2% STREET 2% 30' RmcmI-0.20' A.C. PAVING 358 4.5' SIDEWALK 0.50' COMPACTED O.G. TI 356 CURB AND GUTTER 0.90' AGG. BASE 95% RELATIVE DENSITY. 354 TI: 4.5 R=10 LOCAL STREET SECTION 352 SCALE =N.T.S. 2 350 348 346 344 342 340 338 336 R/W ' SIDEWALK AND GUTTER 11+00 12+00 13+00 14+00 15+00 16+00 LEGEND (CONT.)- LEGEND (CONT.): CONSTRUCTION NOTES: 13 EXISTING RESIDENTIAL DRIVE APPROACH TO BE REMOVED RI -1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. S ID. T-2 O CURVE NUMBER FOR CURVE DESCRIPTION O1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST J- "RI -I" - STOP "W3 -Y - SIGNAL AHEAD -1 9N-2" - WELD "WII-2' - PEDESTRIAN CROSSING 'R6-1' - ONE WAY 'W31(CA)' - END ® ITEM OF WORK - SEE SCHEDULE O2 CONSTRUCT 4.5' COMBINATION TYPE SIDEWALK PER 14 CONSTRUCT 26' BOTTOM WIDTH DRIVEWAY W/3' WINGS PER C.O.B. 'R5-1" - DO NOT ENTER "WI4-I - DEAD END O FLOWUNE STATION - SEE TABLE C.O.B. STD ST -5 STD. DET. ON SHEET 3. NRI ONLY 'W16 -7P' -NARROOUTLET '*R3— - RIGHPARKING ® EXISTING CURB & GUTTER TO REMAIN 15 INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. 924-7' - KEEP RIGHT 'W4-7" - THRU TRAFFIC MERGE LEFT "R3-7" 'WI SECTION DESIGNATION: ® CONSTRUCT HANDICAP RAMP PER CALTRANS - RIGHT LANE MUST -1" - CURVE ARROWSECTION LETTER TURN RIGHT 'R81(CA)" - BIKE LANE STANDARD PLAN R.S.P. A88A, 2002 RSP -CASE "A" 16 CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS PER C.O.B. --- o STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS( A SAWCUT EXISTING PAVEMENT AS INDICATED OR AS STD. DET. ON SHEET 3. ® STORM DRAIN MANHOLE - 2 DIRECTED BY CITY ENGINEER. REFER TO SEWER & STORM DRAIN PLANSW SHEET WHERE SECTION IS SHOWN "A' © NOT USED. / CONSTRUCT TE CATCH BASIN W1TH 3.5' OPENING PER NOTES: C.O.B. STD. D-14. UNLESS NOTED OTHERWISE 1, SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN O7 REMOVE EXISTING CURB & GUTTER. • ® CONSTRUCT TYPE 'A" CATCH BASIN WITH 3.5' OPENING PER PLANS AND DETAILS. SCALE: 1" = 50' C.O.B. SM. D-14 WITHOUT WINGS, UNLESS NOTED OTHERWISE. 2 LOCAL STREETS- PAVEMENT TO BE 0 TYPE "B" A.C. O EXISTING WATERLINE TO REMAIN IN PLACE. CONTRACTOR TO —s SEWER -REFER TO SEWER &STORM DRAIN PLANS OVER 0.90' AGGREGATE BASE OVER 0.5 COMPACTED O.G. TO VERIFY LOCATION AND .ELEVATION OF EXISTING WATER LINE 50' 25' o' 50' 100' .5' BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. AND NOTIFY C.O.B. WATER OF ANY DISCREPANCY PRIOR TO ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. CONSTRUCTION. KnowWhaIS b@IOW. © SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS O EXISTING SEWER LINE TO REMAIN IN PLACE. C before before you dig. TRACT BOUNDARY 10 EXISTING SEWER CLEANOUT TO BE. REMOVED. 1� e� UNIT BOUNDARY ® ®. .� -•- CONSTRUCTION LIMITS 11 EXISTING STREET LIGHT TO RELOCATED x X PROPOSED FENCE —X—X— EXISTING FENCE 12 EXISTING SURVEY MONUMENT TO BE REMOVED. 360 358 356 354 352 350 348 346 344 342 340 338 360 358 356 354 352 350 348 346 344 342 340 338 1 1 MACLURE DRIVE TANGENT HAWOiMOOR STREET PER SEPARATE PLANS 33.57 22.28' 96'09.57' C2 II I a II 9 � I I BC I - ! - I I PER SEPARATE PLANS o J OI OO 0• iI prof M <j N WI N Y) Ion L.n n M S LL N W ($ li U li II dH'. H>I If W EDGE OF PAVEMENT d& I I I J II I IH �'o�daLl aO I .+ FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. -e- FURNISH & INSTALL STREET UGIT -9500 LUMEN "LED" m I ST -23. I I U U - s IU,yrr 9 I SEWER MANHOLE REFER SEWER & STORM DRAIN PLANS. II be Now kwedoldypkr to plooemnf of cmaete. !1 1 .1 i I F1 wmz* a wMnka of ambaw W100. Oo0'1S m++ r TRACT BOUNDARY of p4 p w� !� r_ affiiIiiis UNIT BOUNDARY W3 - -- ® ® - - CONSTRUCTION UNITS -X-X- PROPOSED FENCE I o^ W m a o O Y N W £ I �I m rd I UNIT a M O ACLURE DRIVE re SEPARATE PIANS 8 w >; w < 1zz O tOa > U �iP I M 0 I � O � ti I I ren J I QLL � dl JJ 1 J lJ I eArM ysJ m v a rn m 00 + om mrn s a 3 o:m>o ool �I >o I>d g mw=o + 70 m dy� m� .N ++� dd -q a ♦ O oa ^M O. 0tO 010 mm W Z Q g -. d Q a � o O ' =1 I 4 --� `fQ 2 a 2 > W UFIQ Q N y J >dd APP Nnc g APPRO A` wmvr N y (TYP.) 14 0.i'-iN � I 1 B CEN 1 3 0 j N GROUND &zzi Z22 r -v a i I Q I r W� W `'e /Wo RUNE 1 2 0. v~im I'IR IS A' ��_ 11+ 0 F- -S=0.25% N00'r5'27� S= 0. W s-tQ S _ _ A 8" SEAN -s m O m f I ^390.01• n � --- WI A 1 I M 360 358 356 354 352 350 348 346 344 342 340 338 360 358 356 354 352 350 348 346 344 342 340 338 1 t.Cyl 1 ~ J J17 ci 1: ci I: I Ivi m IN N ci 1: I( -n 1^ Ion J J 1P1 1 H 00 I YMM t I UO < 1 re wgg 88 88 (N I ��^ I I a+ I CI 7 7o: I 1 add I I t2= dd doc HAWKSMOOR STREET mi -ii v�iw�i-n I 1 dla-Ia-LSif 0mm4 V PER SEPARATE PLANS goo goo ow CORTIAU LAIV17�m-mm-�����" >� fA (STA. 10+00.00 C.L. TO 13+90.01 C.L.) SCALE: 1' = 50 HORIZONTAL 1' = 5' VERTICAL CURVE TABLE 1 MACLURE DRIVE TANGENT I DELTA PER SEPARATE PLANS 33.57 22.28' 96'09.57' C2 II I a II 9 � I I BC I - ! - I I � O O EDI j J OI OO 0• iI prof M <j N WI N Y) Ion L.n n M S LL N W ($ li U li !I KI toj W dH'. H>I If W EDGE OF PAVEMENT d& 41 3 ? U ILL oml`n oa nodi 3 IH �'o�daLl aO ^ .+ FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. -e- FURNISH & INSTALL STREET UGIT -9500 LUMEN "LED" m TYPE PER C.O.B. STD. ST -23. CXK,. o shot comfffl a rm am1Ma p* IQQ e�' 6 U U - s SEWER - REFER TO SEWER & STORM DRAIN PLANS 4 i 5 4 SEWER MANHOLE REFER SEWER & STORM DRAIN PLANS. 15 be Now kwedoldypkr to plooemnf of cmaete. !1 1 .1 i I t.Cyl 1 ~ J J17 ci 1: ci I: I Ivi m IN N ci 1: I( -n 1^ Ion J J 1P1 1 H 00 I YMM t I UO < 1 re wgg 88 88 (N I ��^ I I a+ I CI 7 7o: I 1 add I I t2= dd doc HAWKSMOOR STREET mi -ii v�iw�i-n I 1 dla-Ia-LSif 0mm4 V PER SEPARATE PLANS goo goo ow CORTIAU LAIV17�m-mm-�����" >� fA (STA. 10+00.00 C.L. TO 13+90.01 C.L.) SCALE: 1' = 50 HORIZONTAL 1' = 5' VERTICAL CURVE TABLE CURVE RADIUS LENGTH TANGENT I DELTA C1 20.00' 33.57 22.28' 96'09.57' C2 20.00' 31.42' 20.00' 1 90-00.00' 10+00 11+00 12+00 13+00 14+00 11+00 12+00 FL ! POVC POINT ON VERTICAL CURVE CL CENTERLINE SVC BEGIN VERTICAL CURVE W ELEVATION EVC END VERTICAL CURVE BCR I Sw i END CURB RETURN I BC I - ! - I I 4 END CURVE TC TOP OF CURB PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT 1 OF VERTICAL CURVE FC FINISH CONCRETE P.O.C. PONT ON CURVE F� . CURVE! PROPERTY ONE : E.P. EDGE OF PAVEMENT C/G CURB AND GUTTER 1 I I QQ o3 aO ^ .+ FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. -e- FURNISH & INSTALL STREET UGIT -9500 LUMEN "LED" m TYPE PER C.O.B. STD. ST -23. CXK,. o shot comfffl a rm am1Ma p* Z U U - s SEWER - REFER TO SEWER & STORM DRAIN PLANS I 4 SEWER MANHOLE REFER SEWER & STORM DRAIN PLANS. I Fob be Now kwedoldypkr to plooemnf of cmaete. rc W 3 b. anode ewe# be har8ed anooM, aged and Mm © F1 wmz* a wMnka of ambaw W100. Oo0'1S m++ r TRACT BOUNDARY of p4 p w� !� r_ affiiIiiis UNIT BOUNDARY W3 - -- ® ® - - CONSTRUCTION UNITS -X-X- PROPOSED FENCE o^ W m a o O N W £ I �I m rd I UNIT a ACLURE DRIVE re SEPARATE PIANS 7111111111111111111111111111111111111 Ie, 10+00 11+00 12+00 13+00 14+00 11+00 12+00 FL ! POVC POINT ON VERTICAL CURVE CL CENTERLINE SVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR I PI. POINT OF INTERSECTION ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE BC i ! - I I EC END CURVE TC TOP OF CURB PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT Stmw 3yft*dkns OF VERTICAL CURVE FC FINISH CONCRETE P.O.C. PONT ON CURVE VER' . CURVE! PROPERTY ONE : E.P. EDGE OF PAVEMENT C/G CURB AND GUTTER `O FACE OF CURB I FINISHED GRADE QQ FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. aO ^ .+ FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. -e- FURNISH & INSTALL STREET UGIT -9500 LUMEN "LED" m TYPE PER C.O.B. STD. ST -23. CXK,. o shot comfffl a rm am1Ma p* EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS NMS - s SEWER - REFER TO SEWER & STORM DRAIN PLANS I ® SEWER MANHOLE REFER SEWER & STORM DRAIN PLANS. BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. be Now kwedoldypkr to plooemnf of cmaete. - b. anode ewe# be har8ed anooM, aged and Mm © SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS wmz* a wMnka of ambaw W100. an a ®e u s e r TRACT BOUNDARY of p4 p w� !� r_ affiiIiiis UNIT BOUNDARY W3 - -- ® ® - - CONSTRUCTION UNITS -X-X- PROPOSED FENCE o^ W m a o O N W £ � m rd Ed re w >; w 1zz O tOa > U �iP I M 0 I � O o � z lJ I eArM m v a rn + a _ _ I>d + 70 m dy� .N 'ono a dd ofd- j W Z Q J M Q a � o O I- EDU 4 --� 6 aD 2 a 2 > W J APP NATE LL! APPRO MATE y e j I 1 B CEN ERLINE 3 0 j E%ISRN GROUND a i I I r W� W `'e 0 CENT RUNE 6.t S=0.51% -_- F- -S=0.25% S= 0. s-tQ m O m f I n � --- M • i w TPROFEAs S= -0.25%- --S asUK . > I W za I W I C M - tj "i 0.26% I Fl�j < I1 10+00 11+00 12+00 13+00 14+00 LEGEND: E ENNDDEVIAnONS 11+00 12+00 FL ! POVC POINT ON VERTICAL CURVE CL CENTERLINE SVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR I PI. POINT OF INTERSECTION ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE BC i ! - I I EC END CURVE TC TOP OF CURB PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT Stmw 3yft*dkns OF VERTICAL CURVE FC FINISH CONCRETE P.O.C. PONT ON CURVE R/W RIGHT-OF-WAY PA PROPERTY ONE A.P. ANGLE POINT E.P. EDGE OF PAVEMENT C/G CURB AND GUTTER F.O.C. FACE OF CURB I FINISHED GRADE QQ FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. aO ^ .+ FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. -e- FURNISH & INSTALL STREET UGIT -9500 LUMEN "LED" m TYPE PER C.O.B. STD. ST -23. CXK,. o shot comfffl a rm am1Ma p* EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS NMS - s SEWER - REFER TO SEWER & STORM DRAIN PLANS I ® SEWER MANHOLE REFER SEWER & STORM DRAIN PLANS. BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. be Now kwedoldypkr to plooemnf of cmaete. - b. anode ewe# be har8ed anooM, aged and Mm © SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS wmz* a wMnka of ambaw W100. an a ®e u s e r TRACT BOUNDARY of p4 p w� !� r_ affiiIiiis UNIT BOUNDARY W3 - -- ® ® - - CONSTRUCTION UNITS -X-X- PROPOSED FENCE o^ W m a o O N W £ � m rd Ed re d w 1zz O tOa > U �iP I M 0 I � O o � z lJ I eArM m rn + a _ _ W Z Q J M Q a � o O I- EDU 4 6 aD 2 a 2 W J APP NATE LL! W I 1 B CEN ERLINE 3 0 j a I r W� W `'e 6.t S=0.51% -_- F- -S=0.25% S= 0. s-tQ m O m f I n � --- M • i w TPROFEAs r FLOYNtiE . > I W za W - I LEGEND: E ENNDDEVIAnONS 11+00 12+00 FL ABBREVIATIONS FLOWLINE POVC POINT ON VERTICAL CURVE CL CENTERLINE SVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI. POINT OF INTERSECTION ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE POC POINT OF COMPOUND CURVATURE EC END CURVE TC TOP OF CURB PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT Stmw 3yft*dkns OF VERTICAL CURVE FC FINISH CONCRETE P.O.C. PONT ON CURVE R/W RIGHT-OF-WAY PA PROPERTY ONE A.P. ANGLE POINT E.P. EDGE OF PAVEMENT C/G CURB AND GUTTER F.O.C. FACE OF CURB I FINISHED GRADE QQ FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. aO 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. -e- FURNISH & INSTALL STREET UGIT -9500 LUMEN "LED" ® TYPE PER C.O.B. STD. ST -23. CXK,. o shot comfffl a rm am1Ma p* EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS 360 358 356 354 352 350 348 346 344 342 340 338 360 358 356 354 352 350 348 346 344 342 340 338 10+00 11+00 12+00 13+00 14+00 LEGEND (CONT.L LEGEND (CONT.I: R1-1 10'1¢ FURNISH & INSTALL TRAFFIC SIGNS PER COS. SID. T-2 Oj CARVE NUMBER FOR CURVE DESCRIPTION Jt 'R1-1' - STOP °WJ-3' - SIGNAL AHEAD 'w m + O "RI -2" - YIELD '11I - PEDESTRIAN GROSSING ® ITEM OF WORK - SEE SCHEDULE 'R6-1' - ONE WAY 'W31(CA)' - END SECTION "A -A 'R5-1' - DO NOT ENTER °W14-1' - DEAD END 1� FLOAUNE STATION - SEE TABLE L AO wotws p and mofvids shelf cmI to "R26(CA)' - NO PARKING ANYTIME 'WI4-2' - NO OUTLET Me "fans of O" Speri&mOms 00W d U* reaWnt cwpmmd ONE confirm to Me repir mmla of Me 'R3 -5R' - RIGHT TURN ONLY 'WI6-7P° - ARROW Stmw 3yft*dkns 5tandrds S &dkns'herwRx kroen a stwMuds Vis, wumnt DWI "fix 'R4-7' - KEEP RIGHT 'W4-7' - THIRD TRAFFIC MERGE LEFTS _�W7.SF.CION TICTIO _C!E G AQ $QlATON' &W be serail at Me knits of ramml m dzcted by Me 017 "R3-7' - RIGHT LANE MUST 'WT -1' - CURVE ARROW SECTION LETTER f tmfiw Pella ** moat oampmy TURN RIGHT R81(CAT - BIKE LANE a# want mt Ma Oty ' -of_mF -- D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS _ A ® STORM DRAIN MANHOLE - 2 10 &dms bong rgftw may be potent ugbhst ea4Nry polanwd, REFER TO SEWER & STORM DRAIN PLANS SHEET WHERE SECTION IS SHOWN 6' fnTw' Mp d sutrgde. CONSTRUCT TYPE "A' CATCH BASIN NTH 3.5' OPENING PER NOTES: of 2.fy baa Me oda! d cmmb a a dialed Powmet potch she# confirm to The mpavnmts of Rmdad Defe# ST -11. C.O.B. STD. 0-14. UNLESS NOTED OTHERWISE. 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN ® CONSTRUCT TYPE "A' CATCH BASIN WITH 3.5' OPENING PER PLANS AND DETAILS. CXK,. o shot comfffl a rm am1Ma p* C.O.B. STD. D-14 WITHOUT WINGS, UNLESS NOTED OTHERWISE. 2. LOCAL STREETS- PAVEMENT TO BE 0.20' TYPE "B" A.C. - s SEWER - REFER TO SEWER & STORM DRAIN PLANS OVER 0.90' AGGREGATE BASE OVER 0.5' COMPACTED O.G. TO ® SEWER MANHOLE REFER SEWER & STORM DRAIN PLANS. BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. be Now kwedoldypkr to plooemnf of cmaete. - b. anode ewe# be har8ed anooM, aged and Mm © SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS wmz* a wMnka of ambaw W100. an a ®e u s e r TRACT BOUNDARY of p4 p w� !� r_ affiiIiiis UNIT BOUNDARY W3 - -- ® ® - - CONSTRUCTION UNITS -X-X- PROPOSED FENCE Adimt a/w a 01 4.0' b�e CrInk Bmwrmf M accommodate hd danM of oppowk LSSmh 2.armw ko'Na 10'1¢ 'w m + O k0'Ma. SECTION "A -A Nn L AO wotws p and mofvids shelf cmI to 6 Ewwm Job! 5v matwid III caml of pekmwd sfrps of Me "fans of O" Speri&mOms 00W d U* reaWnt cwpmmd ONE confirm to Me repir mmla of Me stale of Cdb* Awtmot of h1worlWa Stmw 3yft*dkns 5tandrds S &dkns'herwRx kroen a stwMuds Vis, wumnt DWI "fix R 56otk'le of m"Wg dim wevea bekg rmmwd for rwimmmmf 9plowd &W be serail at Me knits of ramml m dzcted by Me 017 2 A earenf Sheat F&mEt hawed by the CRy of Dow. ft actin DMVY�snored shot b a mkklum of 50'In f tmfiw Pella ** moat oampmy kng1A and aowwM $'8e# oy1 No "AV Pht p scae Wm a# want mt Ma Oty ' -of_mF Rent shot ambm a aarnsw and kaokm to Me a76owrt act" inpvlomnk mdse oMarwke dafad by Me city f oar 5 &a'ID'ode she# be cmfiacW tone to "k ad ' ams mfim and cmpmWd to SOS of muanam dy 10 &dms bong rgftw may be potent ugbhst ea4Nry polanwd, drdlyy m dfermhed byA5Bl 0-1537 M a-dpM of a k good aoffav and will Me pkr wud of Ms coy 6' fnTw' Mp d sutrgde. Erpiner OMawiaq Ma alktiq powrnnt she# be amyl o mhtinan 4. pnaele b afire gwowh &W cont" to Me of 2.fy baa Me oda! d cmmb a a dialed Powmet potch she# confirm to The mpavnmts of Rmdad Defe# ST -11. mpriemanh of Me S(mdN SpvJ&af7ms Ar mkv caw* (mw oannt amntnt 505 k w)dJ 11. pub and gdkf and body of OAW40 A 8164 be PWO CXK,. o shot comfffl a rm am1Ma p* eff"I" dy, tont ma "WIN; F wmW abtaned Hae Ore My Eogiresr. 12 Me ohm approach melfudoo she# be pemdbdhe Shea! a 5 Fm6r farms soca be sinfoW m the skb pkced all wa4 net be les Mm ds and m 60ud, IX eat to !m olay dey cab "hma Mkt age beka xw Fame and A 11 Edge d dire gVmoaV 8m4 be a mi:, of 25' ban odaboent kf las be Now kwedoldypkr to plooemnf of cmaete. IA Edatag cwA if k good cmA'aa may to smut add mmwd b. anode ewe# be har8ed anooM, aged and Mm rmrb mt l to mcmmodofe conWuclta+ of mw ra8dmfrd 47W Ow asrshl b ofiff AwAft wmz* a wMnka of ambaw W100. ms shot oracle rnxae to to �poof 6 of p4 p W U S aw % ar/acaaaa Om W3 i app4 legal mmt mf8 the avmg mnyamd s ww 7. fWmadw,61* shoe be ao'refmoted of boll 2 \ \ M* of eyProodr. Wee#mod p'm Icrorfa 20' Amt V0,000", ) C N9 rha4 M plead of cmty of ogaooah all at 10 \ mommn kfawes all m dialed Dy Me p'fy fn9ma* V N •�'dayN4� r0 dp0 1 (8 � M'r 45.1)lz 9.0' _ W 13tia lad" CONSTRUCTION NOTES: O CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 O2 CONSTRUCT 4.5' COMBINATION TYPE SIDEWALK PER C.O.B. STD ST -5 O3 EXISTING CURB & GUTTER TO REMAIN ® CONSTRUCT HANDICAP RAMP PER CALTRANS STANDARD PLAN R.S.P. A68A, 2002 RSP -CASE "A" O SAWCUT EXISTING PAVEMENT AS INDICATED OR AS DIRECTED BY CITY ENGINEER. © NOT USED. 7O REMOVE EXISTING CURB & GUTTER. ® EXISTING WATERLINE TO REMAIN IN PLACE. CONTRACTOR TO VERIFY LOCATION AND ELEVATION OF EXISTING WATER LINE AND NOTIFY C.O.B. WATER OF ANY DISCREPANCY PRIOR TO CONSTRUCTION. 0 EXISTING SEWER LINE TO REMAIN IN PLACE. 10 EXISTING SEWER CLEANOUT TO BE REMOVED. 11 EXISTING STREET LIGHT TO RELOCATED 12 EXISTING SURVEY MONUMENT TO BE REMOVED. 13 EXISTING RESIDENTIAL DRIVE APPROACH TO BE REMOVED 14 CONSTRUCT 26' BOTTOM WIDTH DRIVEWAY W/3' 'WINGS PER C.O.B. STD. DET. ON SHEET 3. 95 INSTALLSTREET SIGN PER C.O.B. STANDARD DETAIL T-1. SCALE: 1" = 50' 50' 25' 0. 50' 100' 0 AIII 450 Know what's below. Cal before you dig. 1.1-6578 Ph 9 CITY RECORDS NO: .....,Ls"+• 'w m + O N ® Z w Z o } V VIJv �0 M rm m n m N Q o 0U W Z o I Q J 6 k W U o^ W m a o O N W £ � m �a * o 1zz M 6 > U �iP 0 z 0 rn a W Z Q J M Q a � o O I- EDU 4 6 aD 2 a 2 W J LL! W c 3 0 a I r W� W `'e