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HomeMy WebLinkAbout1.1-6873 Ph 1 - 4SUMMARY OF IMPROVEMENTS PHASE ONE. 6' CURB & GUTTER 6,819 LF. 4" CONCRETE SIDEWALK 30,682 S.F. 6" CONCRETE DRIVEWAY 8,424 S.F. A.C. PAVING (138,279 SF) 2,284 TONS AGG. BASE 2,152 C.Y. SAWCUT 725 LF. WHEEL CHAIR RAMPS 17 EA. STREET NAME SIGNS 15 E.A. STREET LIGHTS 11 E.A. SURVEY MONUMENTS 18 EA. STREET SIGNS 1 EA. "WARNING /REG.' SIGNS 2 L.F. STRIPING 123 L.F. 6' BLOCK WALL 567 LF. INTERCONNECT CONDUIT 675 L.F. MEDIAN 1,000 L.F. 6'X12' CROSS GUTTER 2 EA. SUMMARY OF IMPROVEMENTS - PHASE THREE: 6" CURB & GUTTER 9,471 L.F. 4' CONCRETE SIDEWALK 33,474 S.F. 6" CONCRETE DRIVEWAY 10,179 S.F. A.C. PAVING (265,802 SF) 4,396 TONS AGG. BASE 4,502 C.Y. WHEEL CHAIR RAMPS 16 EA. SAWCUT 1,610 L.F. STREET NAME SIGNS 23 E.A. STREET LIGHTS 19 E.A. SURVEY MONUMENTS 20 EA. STREET SIGNS 3 EA. "WARNING /REG." SIGNS 9 EA. STRIPING 3,000 L.F. LANDSCAPING 29,072 S.F. 6' BLOCK WALL 2,093 L.F. INTERCONNECT CONDUIT 2,241 LF. 6'X12' CROSS GUTTER 1 EA. MEDIAN 1,561 L.F. NOTES: 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. 326 -3049 2. ALL COMPACTION TESTING SHALL BE THE RESPONSIBILITY OF THE DEVELOPER AND SHALL BE PROVIDED BY THE ENGINEER, NUMBER AND LOCATION OF THE COMPACTION TESTS SHALL BE DETERMINED BY THE CITY ENGINEER OR HIS AUTHORIZED AGENT. 3. AN 'S' SHALL BE STAMPED ON FACE OF CURB INDICATING LOCA- TION OF SEWER LATERAL. 4. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT ALL UNDERGROUND IMPROVEMENTS, WITHIN THE AREA OF THE STREET RIGHT OF WAY, HAVE BEEN COMPLETED PRIOR TO THE START OF ANY CONSTRUCTION OF PAVING. 5. WITH THE EXCEPTION OF THOSE ON RETURNS, STREET SIGNS AND STREET LIGHTS SHALL BE INSTALLED AT THE EXTENSION OF THE LOT LINE WHERE THEY HAVE BEEN INDICATED ON THESE PLANS. THE CONTRACTOR SHALL ENSURE THAT ALL LIGHTS & SIGNS ARE PROPERLY INSTALLED. 6. SIGN PANELS SHALL BE MOUNTED ON POSTS WITH 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. 7. ANY TRENCHING TO BE CONDUCTED WITHIN THIS PROJECT SHALL BE BACKFILLED AND COMPACTED PER CITY STANDARD ST -22. 8. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT PRIOR TO ANY WORK BEING PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT -OF -WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEERS ESTIMATE FOR WORK PERFORMED WITHIN THE RIGHT -OF -WAY AND INSURANCE SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. 9. STREETLIGHT LUMINAIRES ARE TO BE LED AS SPECIFIED IN COB SPECIAL PROVISIONS SECTION 86 -6.01 OF WHICH MODELS INCLUDE: AMERICAN ELECTRIC LIGHTING ATBO, AUTOBAHN SERIES LEO TEK EC1 THRU EC7 SERIES CREE XSP /XSPR SERIES AND OTHERS ON APPROVAL LIST OR AN EQUIVALENT AS APPROVED BY THE CITY ENGINEER ASPHALT CONCRETE PAVING NOTES: 1. ASPHALT CONCRETE (TYPE 'B'). 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 SPEC- IFICATIONS AND THESE SPECIAL PROVISIONS. 2. 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 STANDARD SPECIFICATIONS FOR FOR 3/4' MAXIMUM, MEDIUM GRADING, 3. ASPHALT BINDER FOR TYPE 'A' (MODIFIED) ASPHALT CONCRETE SHALL BE PG 64 -10 PERFORMANCE GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER. ASPHALT BINDER FOR TYPE 'B' (MODIFIED) ASPHALT CONCRETE SHALL BE PG 64 -10 PERFORMANCE GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER. THE ASPHALT BINDER SHALL CONFORM TO THE REQUIREMENTS IN THE TABLE FOR "STEAM - REFINED PAVING ASPHALTS", IN SECTION 92 -1.02, 'GRADES', OF THE STANDARD SPECIFICATIONS. 4. THE AMOUNT OF ASPHALT BINDER TO BE MIXED WITH THE MINERAL AGGREGATE SHALL BE DETERMINED BY THE CONTRACTOR IN ACCORDANCE WITH CALIFORNIA TEST METHOD 367 USING SAMPLES OF MATERIALS PROPOSED FOR USE IN THE WORK. THE AMOUNT OF ASPHALT BINDER SHALL BE APPROVED BY BY THE CITY ENGINEER. 5. AT LEAST 14 DAYS PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL SUBMIT THE FOLLOWING FOR THE CITY ENGINEERS REVIEW 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 S %L NOT BE OLDER THAN SIX (6) MONTHS. ALL OTHER TESTS RESUI:TS SHALL BE NO OLDER THAN ONE (1) YEAR. C. AN ASPHO CONCRETE MIX DESIGN DETERMINED IN ACCORDANCE WITH THE CALIFORNIA TEST 367. LABORATORY TEST RESULTS ON WHICH THE DESIGN IS BASED SHALL BE SUBMITTED WITH THE MIX DESIGN ALONG WITH THE THEORETICAL MAXIMUM DENSITY OF THE DESIGN MIXTURE AS DETERMINED BY ASTM D -2041. THE ASPHALT CONCRETE MIX SHALL MEET THE REQUIREMENTS OF SECTION 39 -2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. IF THE DATA SUBMITTED SHOWS THAT THE MATERIALS ARE SUBSTANTIALLY THE SAME AS WHEN THE DESIGN WAS PREPARED, THE DESIGN MAY BE UP TO THREE (3) YEARS OLD. THE CONTRACTOR SHALL BEAR ALL COSTS ASSOCIATED WITH THE ASPHALT CONCRETE MIX DESIGN. 6. 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. 08/03/2015 Drawing File: FSTR6873 6" CURB & GUTTER 9,560 L.F. 4" CONCRETE SIDEWALK 30,683 S.F. 6" CONCRETE DRIVEWAY 11,934 S.F. A.C. PAVING (240,568 SF) 5,105 TONS AGG. BASE 4,383 C.Y. SAWCUT 1,001 L.F. WHEEL CHAIR RAMPS 10 EA. STREET NAME SIGNS 14 E.A. STREET LIGHTS 16 E.A. SURVEY MONUMENTS 17 EA. STREET SIGNS 2 EA. "WARNING /REG." SIGNS 8 EA. STRIPING 900 L.F. LANDSCAPING 27,061 S.F. 6' BLOCK WALL 1,683 L.F. 6' CHAINLINK FENCE W/ REDWOOD SLATS 606 L.F. INTERCONNECT CONDUIT 983 LF. MEDIAN 502 LF. 6'X12' CROSS GUTTER 1 EA. SUMMARY OF IMPROVEMENTS- PHASE FOUR: ARTERIAL - 5,280' _ 6" CURB & GUTTER 9,682 LF. 4' CONCRETE SIDEWALK 31,680 S.F. 6" CONCRETE DRIVEWAY 10,530 S.F. A.C. PAVING (205,017 SF) 3,187 TONS AGG. BASE 3,192 C.Y. WHEEL CHAIR RAMPS 14 EA. STREET NAME SIGNS 11 E.A. STREET LIGHTS 12 E.A. SURVEY MONUMENTS 20 EA. STREET SIGNS 1 EA. "WARNING /REG." SIGNS 2 EA. STRIPING 1,393 LF. LANDSCAPING 7,255 S.F. 6' BLOCK WALL 885 L.F. INTERCONNECT CONDUIT 893 L.F. BENCH MARK SET: TOP OF CONCRETE MONUMENT AT C/L INTERSECTION OF STINE ROAD AND MCKEE ROAD ELEV. 350.28 C1 TY OF BAKERSFIELD U.S.G.S. DATUM TRACT No. 6873 PHASES 1 -4 CONSTRUCTION PLANS STREET PLANS +PROFILES LIST OF C.O.B. STANDARDS USED HEREIN.- Sr -1 - CURB AND GUTTER TYPE "B" WITH COMBINA TION SIDEWALK D -12 - STANDARD CHAIN LINK FENCE D- I3 - STANDARD CHAIN LINK GA TES INDEX BENCH MARK USED: TOP OF STATE HWY CONCRETE MONUMENT IN LH. STINE ROAD AND TAFT HIGHWAY PER KCSFB 721 PG. 35 ELEV. 346.16 U.S.G.S. DATUM THE BENCHMARK USED FOR TR 6873 IS THE TOP OF STATE HWY CONCRETE MONUMENT IN L.H. AT STINE ROAD AND TAFT HIGHWAY PER KCSFB 721 PG. 35 WITH AN ELEV. 346.16 IN U.S.G.S. DATUM. THE BENCHMARK USED FOR THE CITY WASTEWATER TREATMENT PLANT 3 EXPANSION PLANS IS THE BRASS CAP ON NORTHERLY END OF THE HEADWALL AT THE SW CORNER OF TAFT HIGHWAY AND GOSFORD RD MARKED P1157 RESET 1992 NAVD88 WITH AN ELEVATION OF 344.10. TO ADJUST ELEVATIONS FROM SMITHTECH DATUM TO C.O.B. DATUM SUBTRACT 1.75 FEET. SHT. N0. SHEET DESCRIPTION 1. TITLE SHEET 2. NOTE SHEET 3. McCUTCHEN ROAD 4. McCUTCHEN ROAD 5. McCUTCHEN ROAD (OFFSITE) 6. FICKLE BERRY WAY 7. AVOCADO LANE 8. STRAWBERRY LANE g CRANBERRY WAY 10. RASPBERRY AVENUE 7. A PRIME COAT WILL NOT BE REQUIRED ON NON -PAVED AREAS TO BE D -14 - STANDARD CATCH BASIN TYPE 'A" 11. BANANA CLUSTER AVENUE 10. SURFACED PRIOR TO THE PLACEMENT OF ASPHALT CONCRETE. HOWEVER, 'SUBGRADE" ST -2 - STANDARD MEDIAN CURBS TYPE "M" 19. BLUEBERRY AVENUE 12 GOOSEBERRY AVENUE �� ST -23 - STANDARD STREET LIGHT MAST ARM TYPE ALL OTHER REQUIREMENTS OF SECTION 39 -4.01, OF THE STANDARD SPECIFICATIONS SHALL BE MET. ST -22 - STANDARD SURVEY MONUMENT 13. RACING RAISIN WAY ZUCCHINI WAY 23. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER /SUBDIVIDER/ THE PLANS AND AS DIRECTED BY THE CITY ENGINEER, AND SHALL BE HAND Sr-9 - STANDARD RESIDENTIAL CROSS GUTTERS 22. STAR FRUIT WAY THE CORRECTIVE WORK SHALL BE AT THE CONTRACTORS EXPENSE. STREET LENGTHS: T 34 - STANDARD TRAFFIC SIGNAL INTERCONNECT ST 10 - STANDARD CURB RAMP 14. GRAPEFRUIT DRIVE 24. 8. THE AREA TO WHICH PAINT BINDER HAS BEEN APPLIED SHALL BE CLOSED TO PUBLIC TRAFFIC. CARE SHALL BE TAKEN TO AVOID TRACKING BINDER MATERIAL PLAN A -88A - (CAL TRANS ) STANDARD CURB RAMP 15. ITA PALM WAY ARTERIAL - 5,280' ONTO THE EXISTING PAVEMENT SURFACE BEYOND THE LIMITS OF CONSTRUCTION. 17. IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE � 16. HONEYDEW DRIVE COLLECTORS - 1,660' 9 PAVING SEAMS SHALL BE LOCATED TO MATCH DESIGNED TRAFFIC LANE STR PE ST 7 - STANDARD RESIDENCE DRIVEWAY 17 JUJUBE DRIVE LOCALS - 16,010' SCALE - I 1" = 200' KEY MAP PRIVATE ENGINEERS NOTICE TO CONTRACTORS THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THIS MAP. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THIS DRAWING. ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF ANY SUCH INFORMATION OR DATA. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO WORKING DAYS PRIOR TO CONST- RUCTION. 1 -800- 227 -2600 ENGINEER'S STATMENT; I HEREBY STATE THAT THESE PLANS AND SPECIFICATIONS COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA, AND THAT THEY INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVI- SORY AGENCY OR OTHER REVIEW BOARD. I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STAN- DARDS, AND DESIGN CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION. OBERT E. SMITH RUE 35473 DATE EXP. 9 -30 -15 NOTE: SEE SHEET TWO FOR CROSS SECTIONS VICINITY MAP N.T.S. LOCATIONS UNLESS OTHERWISE PERMITTED BY THE ENGINEER. I SF-74-17 - STANDARD STREET CROSS SECTIONS 18, CHERIMOYA DRIVE 10. INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED ST -2 - STANDARD MEDIAN CURBS TYPE "M" 19. BLUEBERRY AVENUE DENSITY REQUIREMENTS. BY THE CITY ENGINEER. ADDITIONAL ASPHALT CONCRETE SHALL BE �� ST -23 - STANDARD STREET LIGHT MAST ARM TYPE 20. RAMBUTAN COURT 71 PLACED AT ROAD CONNECTIONS AND PRIVATE DRIVES, WHERE SHOWN ON c 21 ZUCCHINI WAY 23. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER /SUBDIVIDER/ THE PLANS AND AS DIRECTED BY THE CITY ENGINEER, AND SHALL BE HAND Sr-9 - STANDARD RESIDENTIAL CROSS GUTTERS 22. STAR FRUIT WAY THE CORRECTIVE WORK SHALL BE AT THE CONTRACTORS EXPENSE. RAKED, IF NECESSARY, AND COMPACTED TO FORM SMOOTH, TAPERED CONNECTIONS. T 34 - STANDARD TRAFFIC SIGNAL INTERCONNECT 23. TOMATO LANE 11. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE WIRING AND PULL BOXES 24. PLUM RED WAY 25. PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY THAT IS 0.15 FOOT OF LESS, PAVING OPERATIONS SHALL BE CONDUCTED IN SUCH A T 1 - STANDARD STREET SIGN (POST TYPE) 25. CUCUMBER COURT C. IN CASE OF DISPUTE, METHOD 'B' SHALL BE USED, MANNER THAT, AT THE END OF EACH WORK SHIFT, THE LENGTH OF PAVEMENT 17. IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE � U ALONG THE LONGITUDINAL DROP -OFF BETWEEN ADJACENT LANES IS NOT ST -9 - STANDARD RESIDENTIAL CROSS GUTTER 26. VOAVANGA WAY CURRENT STANDARDS SET BY PUBLIC WORKS WILL REQUIRE REPAIRING AND /OR GREATER THAN THAT WHICH CAN BE SURFACED DURING THE FOLLOWING B. REMOVAL AND REPLACEMENT, OR 27. CRAZY COCONUT AVENUE C. PLACEMENT OF AN ASPHALT CONCRETE OVERLAY. SHIFT OF NORMAL PAVING OPERATIONS, ADDITIONAL ASPHALT CONCRETE SHALL 28. PINEAPPLE WAY _< BE PLACED ALONG THE TRANSVERSE DROP -OFFS ON EACH LANE. SUCH AND EACH SIDE OF CROSS GUTTERS AND DRIVEWAYS. 29. WATERMELON LANE CD ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO SPECIFIED SURFACE TOLERANCES, ADDITIONAL GRINDING SHALL BE PERFORMED, AS NECESSARY, TO ENLARGE THE GRINDING AREA SO THAT THE LONGITUDINAL LIMITS FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. 80 30. PUMPKIN PATCH LANE ° o WAY KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER SEE SHEET 21 ' 31. JICAMA WAY Ln 76 THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN 79 32. HOLLY BERRY DRIVE PAVING OPERATIONS RESUME. NOTES CONTINUED: 33. PASSIONFRUIT DRIVE 12. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS 31 34. LIME GROVE DRIVE MORE THAN 0.15 FOOT, PAVING OPERATIONS SHALL BE CONDUCTED IN SUCH 19. ARTERIAL AND COLLECTOR STREET BASE MATERIAL SHALL BE CRUSHED AGGREGATE 35. BLACKBERRY WAY A MANNER THAT THE LAYER OF ASPHALT CONCRETE IS PLACED ON ALL BASE (CAB) CONFORMING TO SECTION 200 -2.2 OF THE "GREENBOOK ". BASE MATERIAL 36. CANTELOPE DRIVE TO THE REQUIREMENTS IN THE FIRST PARAGRAPH AND THE LAST FOUR CONTIGUOUS LANES OF THE TRAVELED WAY BEFORE THE LANES ARE OPENED FOR LOCAL STREETS SHALL BE CAB OR FINE GRADATION CRUSHED MISCELLANEOUS PARAGRAPHS OF SECTION 42 -2.02, 'CONSTRUCTION', OF THE STANDARD SPECIFICATIONS, 5 DIAL TOLL FREE TO PUBLIC TRAFFIC. AT THE END OF EACH WORK SHIFT, THE DISTANCE BETWEEN BASE (CMB) CONFORMING TO SECTION 200 -2.4 OF THE "GREENBOOK ........ WHICH ALLOWS 37. MUSH GROVE AVENUE THE ENDS OF A LAYER OF ASPHALT CONCRETE ON ADJACENT LANES SHALL NOT UP TO 50% OF THE VOLUME TO BE RECLAIMED ASPHALT CONCRETE PORTLAND CEMENT 38. PEAR MEADOW WAY BE GREATER THAN 10 FEET. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED CONCRETE, LEAN CONCRETE BASE, CEMENT TREATED BASE OR A COMBINATION OF 39. BERKSHIRE ROAD BEFORE YOU DIG ALONG THE TRANSVERSE DROP -OFFS ON EACH LANE. SUCH ADDITIONAL ASPHALT THESE MATERIALS. OTHER RECYCLED BASES SHALL NOT BE ALLOWED. AGGREGATE 40 BERKSHIRE ROAD CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BASE SHALL BE COMPACTED TO A MINIMUM OF 95% OF MAXIMUM DRY DENSITY. BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER 41. GOSFORD ROAD APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE 20. PAVING CONTRACTOR SHALL GRADE THE PAVING AREAS TO THE FOLLOWING MODIFIED 42 GOSFORD ROAD THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. CALTRANS STANDARD SPECIFICATION SECTION 19 -1.03 PER THE CITY OF BAKERSFIELD: IMMEDIATELY PRIOR TO PLACING SUBSEQUENT LAYERS OF MATERIAL THEREON, THE 43. GOSFORD ROAD 13. ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM 92 PERCENT GRADING PLANE SHALL CONFORM TO THE FOLLOWING: 44. McCUTCHEN ROAD STRIPING OF THE MAXIMUM THEORETICAL DENSITY AS DETERMINED BY ASTM D -2041. A. WHEN ASPHALT CONCRETE OR ASPHALT CONCRETE BASE IS TO BE PLACED ON 45. McCUTCHEN ROAD STRIPING (OFFSITE) IN -PLACE DENSITY SHALL BE DETERMINED IN ACCORDANCE WITH CALIFORNIA ON THE GRADING PLANE, THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE 46. GOSFORD ROAD STRIPING 14. TEST 375. IF THE IN -PLACE DENSITY OF ANY LOT OF ASPHALT CONCRETE IS LESS THAN THAN 0.04 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. 47. GOSFORD ROAD STRIPING &INTERCONNECT CONDUIT DETAIL 92 PERCENT OR GREATER THAN 94 PERCENT OF THE MAXIMUM THEORETICAL B. WHEN THE SUBBASE OR BASE MATERIAL (OTHER THAN ASPHALT CONCRETE BASE) 48, BERKSHIRE ROAD STRIPING DENSITY, THE CONTRACTOR WILL BE ADVISED THAT THE REQUIRED RELATIVE IS TO BE PLACED 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 49 McCUTCHEN ROAD MEDIAN PLAN COMPACTION IS NOT BEING ATTAINED AND THAT THE MATERIALS OR PROCEDURES ENGINEER. 50. McCUTCHEN ROAD MEDIAN PLAN (OFFSITE) OR BOTH, IF NEEDED, ARE TO BE ADJUSTED. ASPHALT CONCRETE SPREADING OPERATIONS SHALL NOT CONTINUE UNTIL THE CONTRACTOR HAS NOTIFIED THE 21. NO CITY INSPECTIONS WILL BE GIVEN FOR THE WORK IN THIS AREA UNTIL A SUBDIVISION 51. GOSFORD ROAD MEDIAN PLAN CITY ENGINEER OF THE ADJUSTMENT THAT WILL BE MADE IN ORDER TO MEET THE PERMIT WITH APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINED. 52. GOSFORD ROAD MEDIAN PLAN SCALE - I 1" = 200' KEY MAP PRIVATE ENGINEERS NOTICE TO CONTRACTORS THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THIS MAP. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THIS DRAWING. ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF ANY SUCH INFORMATION OR DATA. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO WORKING DAYS PRIOR TO CONST- RUCTION. 1 -800- 227 -2600 ENGINEER'S STATMENT; I HEREBY STATE THAT THESE PLANS AND SPECIFICATIONS COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA, AND THAT THEY INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVI- SORY AGENCY OR OTHER REVIEW BOARD. I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STAN- DARDS, AND DESIGN CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION. OBERT E. SMITH RUE 35473 DATE EXP. 9 -30 -15 NOTE: SEE SHEET TWO FOR CROSS SECTIONS VICINITY MAP N.T.S. REQUIRED COMPACTION. IF ANY SUCCESSIVE TEST AFTER NOTICE IS GIVEN DOES NOT SEE SHEET 39 SEE SHEET 22 MEET THE SPECIFIED RANGE, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT 22. ANY WORK CONNECTING TO EXISTING PUBLIC FACILITIES FROM PRIVATE PROPERTY WILL LN SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT MEETS THE IN -PLACE REQUIRE AN ENGINEER'S ESTIMATE FOR THE WORK IN THE EXISTING PUBLIC RIGHT -OF -WAY 4 DENSITY REQUIREMENTS. TO ESTABLISH THE NECESSARY DEPOSIT FOR A STREET PERMIT. (FOR TRACTS WITH PRIVATE 15. IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT STREETS, PARCEL MAP IMPROVEMENTS, OR PUBLIC TRACTS WITHOUT RECORDED MAPS) 71 THE RELATIVE COMPACTION IS EITHER LESS THAN 907. OR MORE THAN 96% , c 56 THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND 23. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER /SUBDIVIDER/ REPLACED WITH MATERIAL THAT DOES MEET THE IN -PLACE DENSITY REQUIREMENT. CONTRACTOR. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED 62 THE CORRECTIVE WORK SHALL BE AT THE CONTRACTORS EXPENSE. BY THE CITY ENGINEER. 16. THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL BE DETERMINED BY: 24. INSTALL BLUE MARKERS AT CENTERLINE FOR FIRE HYDRANT LOCATIONS. 54 A. A PROPERLY CALIBRATED NUCLEAR ASPHALT TESTING DEVICE IN THE FIELD, OR 84 ¢ B. ASTM D1188 WHEN SLABS OR CORES ARE TAKEN FOR LABORATORY TESTING. 25. PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY THAT 64 ZINC STEARATE MAY BE SUBSTITUTED WITH PARAFFIN. CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. SHOULD 41 C. IN CASE OF DISPUTE, METHOD 'B' SHALL BE USED, CONDITIONS BE CHANGED, A REVISED STRIPING PLAN SHALL BE SUBMITTED TO 17. IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE THE CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING. U SPECIFIED SURFACE TOLERANCES, IT SHALL BE BROUGHT WITHIN TOLERANCE BY EITHER: 26. ANY ITEMS IN PUBLIC RIGHT -OF -WAY THAT ARE DAMAGED OR DO NOT MEET 66 A. ABRASIVE GRINDING WITH EQUIPMENT UTILIZED DIAMOND BLADES, CURRENT STANDARDS SET BY PUBLIC WORKS WILL REQUIRE REPAIRING AND /OR 38 B. REMOVAL AND REPLACEMENT, OR UPGRADING AS PER CITY ENGINEER. 9 C. PLACEMENT OF AN ASPHALT CONCRETE OVERLAY. 86 N THE METHOD WILL BE SELECTED BY THE CITY ENGINEER. THE CORRECTIVE WORK 27. 95% COMPACTION FOR A FULL PAVEMENT SECTION FOR AT LEAST 1' UNDER SHALL BE AT THE CONTRACTOR'S EXPENSE. AND EACH SIDE OF CROSS GUTTERS AND DRIVEWAYS. 18. IF ABRASIVE GRINDING IS USED TO BRING THE FINISHED SURFACE TO SPECIFIED SURFACE TOLERANCES, ADDITIONAL GRINDING SHALL BE PERFORMED, AS NECESSARY, TO ENLARGE THE GRINDING AREA SO THAT THE LONGITUDINAL LIMITS 80 75 VOAVANGA WAY SEE SHEET 21 ' OF GRINDING ARE AT A CONSTANT OFFSET FROM, AND PARALLEL TO, THE 76 79 SEE SHEET 26 ff NEAREST LANE LINE OR PAVEMENT EDGE AND THE TRANSVERSE LIMITS OF GRINDING 1 31 6 W 78 7� ARE NORMAL TO THE PAVEMENT CENTERLINE. ALL GROUND AREAS SHALL CONFORM � U TO THE REQUIREMENTS IN THE FIRST PARAGRAPH AND THE LAST FOUR f WAY PARAGRAPHS OF SECTION 42 -2.02, 'CONSTRUCTION', OF THE STANDARD SPECIFICATIONS, 5 DIAL TOLL FREE A FOG SEAL COAT SHALL BE APPLIED TO ALL FINISHED ASPHALT SURFACES AT THE -$00- 642 -2444 CONTRACTOR'S EXPENSE. THE FOG SEAL COAT SHALL BE EITHER REJUVENATING AGENT OR ASPHALT EMULSION AS DIRECTED BY THE CITY ENGINEER. AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA SCALE - I 1" = 200' KEY MAP PRIVATE ENGINEERS NOTICE TO CONTRACTORS THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THIS MAP. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THIS DRAWING. ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF ANY SUCH INFORMATION OR DATA. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO WORKING DAYS PRIOR TO CONST- RUCTION. 1 -800- 227 -2600 ENGINEER'S STATMENT; I HEREBY STATE THAT THESE PLANS AND SPECIFICATIONS COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA, AND THAT THEY INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVI- SORY AGENCY OR OTHER REVIEW BOARD. I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STAN- DARDS, AND DESIGN CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION. OBERT E. SMITH RUE 35473 DATE EXP. 9 -30 -15 NOTE: SEE SHEET TWO FOR CROSS SECTIONS VICINITY MAP N.T.S. BERKSHIRE ROAD SEE SHEET 40 r Z3 19 20 43 45 46 47 48 49 50 21 T 27 42 ,MUSA GROVE AVENUE OCONUT AVENUE 22 �, SEE SHEET 37 18 17 c 16 15 v 14 4 11 13 G w SEE SHEET 39 SEE SHEET 22 I 44 w LN 44 I 59 4 58 45 = 1 N � 57 46 71 60 c 56 SEE SHEE 61 47 CRAZY C 62 55 48 43 63 O 54 42 84 ¢ 4 -1 64 w 53 50 41 65 52 51 40 U SEE SHEET # 24 i 39 66 78 PLUM RED WAY 38 BERKSHIRE ROAD SEE SHEET 40 r Z3 19 20 43 45 46 47 48 49 50 21 T 27 42 ,MUSA GROVE AVENUE OCONUT AVENUE 22 �, SEE SHEET 37 18 17 c 16 15 v 14 4 11 13 G Q w 0- SEE SHEET 22 I 44 w LN 3 Z T26 27 28 29 4 ! 42 C 4 m 1 67 68 69 70 71 z 37 12 a 74 73 V, J � i 6 0 36 8i i 84 ¢ 3 T 7i p 35 10 _., 14 15 16 PHASE THREE 85 ° PHASE ONE w 78 7', I 34 9 86 N 33 8 81 0 7E `ZUCCHINI WAY 80 75 VOAVANGA WAY SEE SHEET 21 ' 76 79 SEE SHEET 26 1 31 6 W 78 7� � U p 2 ¢ STAR FRUIT - J WAY 30 5 Q w 0- SEE SHEET 22 I 44 w LN 3 Z T26 27 28 29 4 ! 42 81 4 m 79 78 � 76 5 Q Of 74 73 V, 24 23 22 21 20 19 18 i 6 ,7 8i i 7 BLUEBERRY AVENUE SEE SHEET 19 So 8 9 10 U 12 ; 79 _., 14 15 16 PHASE THREE . ' ° PHASE ONE w 78 I 48 49 54 ? 55 � W 77 ! M��1iM�,M 50 53 v> 56 59 41 23 40 24 39 25 38 26 37 27 36 28 35 29 34 30 33 31 32 SEE SHEET 30 PUMPKIN PATCH LANE L i W 0 W CL O J Z U 62 1 61 1 60 1 59 1 58 63 1 64 1 65 1 66 1 67 JICAMA WAY 9- 3 2 1 PARK `1 w R SEE SHEET 35 52 78 w 53 LIME DRIVE 54 7E' SEE SHEET 34 55 75 79 0 56 74 >_ w 80 73 0° 57 = PASSION JITT 72 SEE SHEET 33 71 69 82 SEE SHEET 31 83 84 Tgo 88 87 186 I 85 NW PFY►1£ FOUR _T \ PHASE TIIMO 3 zW 82 1 2 3 4 1 5 1 6 7 8 9 10 73 °p 74 W = 75 v> N Al01 76 N A� 47 W 60 j 46 51 52 57 58 61 a 45 HONEYDEW DRIVE SEE SHEET 16 + 62 83 84 85 w I 44 w ' I 43 w 92 ! 42 81 ! 41 79 78 83 84 85 86 87 88 89 90 91 92 82 81 80 79 78 77 76 75 74 73 40 GRAPEFRUIT DRIVE SEE SHEET 14 39 26 38 27 25 24 23 22 21 20 1� I 37 28 Q 10 1, 12 13 14 15 V 1 36 n.. 29 I 35 63 �j 64 65 r 0 g 66 V 67 68 3 69 r7'0 7 - 30 AVOCADO LANE SEE SHEET 7 I 34 31 1 9 33 32 LEGAL DESCRIPTION THE WEST 100 ACRES OF THE SOUTHWEST QUARTER OF SECTION 28, TOWNSHIP 30 SOUTH, RANGE 27 EAST, M.D.M., IN THE CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA, ACCORDING TO THE OFFICIAL PLAT OF THE SURVEY OF THE SAID LAND, RETURNED TO THE GENERAL LAND OFFICE BY THE SURVEYOR GENERAL EXCEPTING THEREFROM THE NORTH 40 FEET OF SAID LAND. ALSO EXCEPTING THEREFROM ALL OIL, GAS, MINERALS AND OTHER HYDROCARBON SUBSTANCES WITHIN OR UNDERLYING SAID LAND, AS RESERVED IN PREVIOUS DEEDS OF RECORD. BASIS OF BEARINGS THE BEARING OF N 0036'13' E ALONG THE WEST LINE OF THE SOUTHWEST QUARTER OF SECTION 28, T. 30 S., R. 27 E., M.D.M. ALSO BEING THE CENTERLINE OF GOSFORD ROAD, AS SHOWN ON RECORD OF SURREY BOOK 23, PAGE 56, BLED IN THE KERN COUNTY SURVEYOR'S OfTICE WAS TAKEN AS THE BASIS OF BEARINGS SHOWN HEREON. No. 35473 x EXP- '('-30-17 TF C /Wit t` �.. 0Fri,ilro 1' 4gOFESSIONq� E. I w No. 35473 * 9/30/15 CIVIL 4�� CF r1, v Cl TY RECORDS 8 7 6 5 4 3 2 1 W¢ m3 72 56 55 LI fl52 "U SEE SHEET 3 f( McCUTCHEN ROAD IX. CHIN M FENCE GOOSEBERRY AVENUE SEE SHEET 12 72 17 16 15 14 13 12 71 11 CC 70 18 33 W T ° 34 69 v, 19 ` 32 w 68 = 35 6, 20 3' 36 w 21 a BANANA CLUSTER 66 ¢ J0 AVENUE 65 J 22 w SEE SHEET 11 29 64 w 23 28 ¢ 37 m 38 63 3=_ 24 27 w 62 25 26 c 39 � 40 61 CRANBERRY WAY SEE SHEET 9 60 41 59 T14645 44 43 42 58 147 48 49 50 57 ORDER IN WHICH PHASES WILL BE CONSTRUCTED: ALL OF GOSFORD AND MCCUTCHEN TO BE CONSTRUCTED WITH PHASE ONE. ALL OTHER PHASES TO BE CONSTRUCTED IN PHASE SEQUENCE. REVIEWED BY: TRAFFIC ENGINEER: REVIEWED BY: ASSISTANT PUBLIC WOR DIRECTOR APPROVED BY: _ NICOLAS C. FIDLER C. 61069 EXP. 12 -31 -16 PUBLIC WORKS DIRECTOR CITY OF BAKERSFIELD � TRACT No. 6873 - PHASES 1 -4 STREET PLANS &PROFILES SmithTech* USA INCORPORATED THE HABERFELDE BUILDING 1424 17TH STREET BAKERSFIELD, CA 93301 (661) 327 -8492 FAX 327 -8493 ROBERT E. S ITH RCE 35473 DATE 04 -14 SHEET 1 OF 52 SHEETS _\\ LOT \ \,,, �r W¢ m3 72 56 55 LI fl52 "U SEE SHEET 5 FOR OFFS/TE ORDER IN WHICH PHASES WILL BE CONSTRUCTED: ALL OF GOSFORD AND MCCUTCHEN TO BE CONSTRUCTED WITH PHASE ONE. ALL OTHER PHASES TO BE CONSTRUCTED IN PHASE SEQUENCE. REVIEWED BY: TRAFFIC ENGINEER: REVIEWED BY: ASSISTANT PUBLIC WOR DIRECTOR APPROVED BY: _ NICOLAS C. FIDLER C. 61069 EXP. 12 -31 -16 PUBLIC WORKS DIRECTOR CITY OF BAKERSFIELD � TRACT No. 6873 - PHASES 1 -4 STREET PLANS &PROFILES SmithTech* USA INCORPORATED THE HABERFELDE BUILDING 1424 17TH STREET BAKERSFIELD, CA 93301 (661) 327 -8492 FAX 327 -8493 ROBERT E. S ITH RCE 35473 DATE 04 -14 SHEET 1 OF 52 SHEETS ** SEE PLAN SHEETS SAWCUT 1' AND MATCH EP. 1q FL R/W AS DIRECTED BY CITY ENGINEER ! 55' - 70' ** 12'± EXIST.! 12'f EXIST. 48' - 64'*'` V -7' REMOVE & RECONSTRUCT tz 24'i MAX. VARIES 3. w I` 12' 12' 'i W SZS_ 1.5% - 3.4% :111 = 111-11 IFII III�i II_III =III, = III.If!_ ^�� - II II =r1f= III_Ilr_ TI = u1_nl_In�l11c u -nl •: -,• II FUTURE MEDIAN TO BE I 111 -III- CONSTRUCTED BY OTHERS NOTE: PG 64-10 TYPE "A" ARTERIAL GOSFORD ROAD PLATE S -27 - REVISED N.1.5. CROSS SECTION FROM STA 10 +00.00 TO 13 +00.00 T.I. 9.0 R -VAL 24 .45' A.C. OVER 1.36' C.A.B. OVER 1.00' 95% COMP. O.G. SEE PLAN SHEETS `A' SAWCUT 1' AND MATCH EP. L 55' - 70' ** R / YY AS DIRECTED BY CITY ENGINEER 12'± EXISTI 12't EXIST. 48' - 64' ** 6' -79 REMOVE & MATCH EP. RECONSTRUCT CITY ENGWEER w �,4' MAX. W {•- 4 VA TES 3, w I 121 12' w 1.5% - -jl -I I III - II_iilclil_ 3.4% _ II =VII_ 11= �1 = III = 111111= II i - 111�111_III =III_ ' =111 =III_ � -Ir =ri1 • • II I III =III =1 FUTURE MEDIAN TO BE CONSTRUCTED BY OTHERS NOTE: PG 64 -10 TYPE "A' ARTERIAL GOSFORD ROAD PLATE S -27 - REVISED N.T.S. CROSS SECTION FROM STA 13+00.00 TO 25+09.49 T.I. 9.0 R -VAL 24 .45' A.C. OVER 1.36' C.A.B. OVER 1.00' 95% COMP. O.G. 6' BLOCKWALL TYP. D 0 14 ROUGH GRADE LINE I 12, SIDEWALK SEE PLAN SHEETS i�• FL SAWCUT 1' AND MATCH EP. 55' - 70' ** R /W AS DIRECTED BY CITY DOW _ 6' BLOCK WALL 12'± EXIST. I 12't EXIST. 48' - 64' 6' -7' 17' REMOVE & MATCH EP. WAL/E7&�IT. RECONSTRUCT CITY ENGINEER 2' CL 2;4' MAX. a LLJ VA IE� ``' 3' x 12 12 X T /4w w w PER. FT. -, 5 � 1.5% - 3.4% �� 4.1 11 -I I III- !i_!i!_ III_= _ - II 1= 11= I -III =111° i l STANDARD 5.5' SIDEWALK _III -III = I 1 =11 =III Al PER CITY STANDARD S -3 � 171_111 =n FUTURE MEDIAN TO BE CONSTRUCTED BY OTHERS NOTE: PG 64-10 TYPE "A' ARTERIAL GOSFORD ROAD PLATE S -27 - REVISED N.T.S. CROSS SECTION FROM STA 25 +09.49 TO 36 +34.95 T.I. 9.0 R -VAL 24 .45' AC. OVER 1.36' C.A.B. OVER 1.00' 957. COMP. O.G. 10' BLOCKWALL TYP. 1 12' SIDE1NALK7 ILA ROUGH GRADE LINE CITY OF V ' \ 1 N . TRACT No. 6873 PHASES 1 -4 CONSTRUCTION PLANS STREET PLANS AND PROFILES W Z J Z m (; ** SEE PLAN SHEETS R/W 6' BLOCK W `�. 55' - 59'** 10' BAK WALL z 45' - 49' ** ASEIT. uj IW W 34' - 38'** 11' a- 01 2 UW I STANDARD 5.5' SIDEWALK P I PER CITY STANDARD S -3 1 4' PER FT. 111_111 =IIIN 1.5% - 3.4% -tom 111. III= IIf�fl - III_UI_111= 111z:IIIc111_ `�? I - fli_III_ I zz 1I ' 1 CONST. TYPE "B' C.O.B. S -1 I =Ili, CURB & GUTTER COMB. SIDEWALK PER C.O.B. S -3 NOTE: PG 64-10 TYPE "A" COLLECTOR - BERKSHIRE ROAD (STA 10 +00.00 - 14 +00.00 PLATE ST -16 - REVISED N.T.S. CROSS SECTION T.I. 6.0 R -VAL 24 .30' A.C. OVER .84' C.A.B. OVER 1.06 95% COMP. O.G. 0 10' BLOCK WALL FROM HIGH SIDE. N R/ L/S & WALL EZMT. ' ' 4:1 -1 - STANDARD 5.5' SIDEWALK PER CITY STANDARD S -3 W Z J Z m (j ** SEE PLAN SHEETS R/W r 6' BLOC WALL L 55' - 59'** f 10 BLOCK WALL ,? I W E T. Se 9-381 ** 11' a 12' � I 2' I o a STANDARD 5.5' SIDEWALK PER CITY STANDARD S -3 1 4w PER. FT. I 1.5% - 3.4% II =III= IIV1 1�I11= � . ii�lit == 111=111- Ilf_ifi= 111 =111- - 11 = flI= III_Itl_I!I_ I I� CONST. TYPE 'B" C.O.B. S -1 'III =Ili, CURB & GUTTER COMB. SIDEWALK PER C.O.B. S -3 NOTE: PG 64 -10 TYPE 'A' COLLECTOR - BERKSHIRE ROAD (STA 14 +00.00 - 26 +53.87 PLATE ST -16 - REVISED N.T.S. CROSS SECTION T.I. 6.0 R -VAL 24 .30' A.C. OVER .84' C.A.B. OVER 1.00' 95% COMP. O.G. W L R/W - ,** L ** 55' - 60' 7'** 54 6 VAR. ** VAR. ** 45' - 55' -- ** 9' -10' I i SAWCUT AND REMOVE 6' OF BOUNDARY LINE -I I EX. PAVEMENT AND POUR MEDIAN CURB - TYP. V R. i i W 2' 2, EXISTING 1/4" 1/4' I I w rPR. FT. PER. FT. 1.5% - 3.4% 1.5% - 3.4% _1 _lu= III lli -lu_ it _lil_ lu 4: I I III = I I _111.111,1 11 =11 =111 w CONSTRUCT \� -III_ 111 =1 r 1 =1 I I =111_ I I I_ - n 111 -III =111` TYPE M MEDIAN CURB - III = III= In_11_rrr_'. II STANDARD 5.5' SIDEWALK 111 ., = PER CITY STANDARD S -3 ' PER C.O.B. STD. ST -2 SAWCUT 1' AND MATCH EP AS . DIRECTED BY CITY ENGINEER i i- a ** SEE PLAN SHEETS NOTE: PG 64-10 TYPE 'A" *B.O.W. TO R.O.W. /EASEMENT 4.1 MAX, - 2% MIN. ARTERIAL - McCUTCHEN ROAD SEE PLAN SHEETS S N.T.S. PLATE S -27 - REVISED N ** SEE PLAN SHEETS ** R/W CROSS SECTION t R/W , ** _ _ ** 55' - 60' � T.I. 9.0 R -VAL 24 54 - 7 VAR. ** VAR. - ** 45' - 55' ** 9' -10, .45' A.C. OVER 1.27' C.A.B. 10' BLOCK WALL FROM HIGH SIDE 10' SAWCUT t' AND MATCH EP As I I OVER 1.00' 95% COMP. O.G. L/S & BOUNDARY LINE WALL EZMT. DIRECTED CITY ENS W I L.- SAWCUT AND REMOVE 6' OF FROM STA. 20+00-00 TO 36+47.24 rYV EX, PAVEMENT AND POUR 2' 2' v►-,' I R• i MEDIAN CURB - M. EXISTING /4 " 1/4' w i rl R. FT.�- PER. FT. 3.4% 1.5% - 3.4% ' _ = IIL- nl_In_n1_ur�nl_ 4: 4:1 III I I- II - 111= 111 -111 =111- - CONSTRUCT - 111= rr1_ul_111_ _ t' STANDARD 5.5' SIDEWALK w -111= Irr= iiclll- STANDARD 5.5' SIDEWALK `I,,•',11' -11= 111 = 111= 111`111! TYPE M MEDIAN CURB I� PER CITY STANDARD S -3 PER CITY STANDARD S -3 - ` PER C.O.B. STD. ST -2 Ill_ lli �' ** SEE PLAN SHEETS OF E S S I NOTE: PG 64 -10 TYPE "A" �gO,y� *B.O.W. TO R.O.W. /EASEMENT 4:1 MAX. - 2% MIN. ARTERIAL - McCUTCHEN ROAD����T. E -��=,° 4�� ��R� E. ssI �� PLATE S -27 - REVISED Q " } C.- N.T.S. No. 35473 i CROSS SECTION * Exp. s3a17fe No. 35473 9/30/15 T.I. g•o R -VAL 24 s�q CJ VA\, .� .45' A.C. OVER 1.27' C.A.B. OF0AV\ OVER 1.00' 95% COMP. O.G. OF C h0z FROM STA. 10 +00.00 TO 20 +00.00 07/07/2015 Drawing File: FSTR6873 C L R/W FL 616 ITL R/W 10' 20' 20' to 27CROSS I 1/4' PER. FT. I 2:1 FT IS9 - 3.49NOTE: PG 64 -10 TYPE "B' SECTION - 60 R/W NOS; CONST. TYPE "B' CURB & GUTTER PLATE ST -11 N.T.S. MAXIMUM CROSS FALL TO WITH 4.5' STANDARD TYPE SIDEWALK -TYP. LOW GUTTER SHALL BE 0.5' TYPE "A" LOCAL STREET , SLOPE FROM HO GUTTER T.I. 4.5 R -VAL 24 " SEE PLAN SHEETS .25' A.C. OVER 58' C.A.B. OVER 1.00' 95% COMP. O.G. * EX. SEE PLAN SHE T EX. R �W R/W I I 55' � , '13' EXIST. .3 EXIST. i - I 3' j SAWCUT 1' AND , LL w , MATCH EP. I � � I z I AS DIRECTED BY ; ' w SAWCUT 1' AND I cr CITY ENGINEER 1 z MATCH EP. I w 1x I AS DIRECTED BY i 1.5% - 3_4% T 11 1.5% - 3.4% CITY ENGINEER Illslll -III I I I? I i I ARTERIAL - McCUTCHEN RO D I WEST OF GOSFORD I I IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF T iE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES), A "NOTICE OF INTENT" (NOI) TO COMPLY WITH THE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM WATER ASSOCIATED WITH CONSTRUCTION ACTIVITY (SWRCB OR )ER NO. 2009- 009 -DWQ AS AMENDED BY ORDER 2010 - 0014 -DWQ AND ORDER 2012- 0006 -DWQ)) MUST BE FILED WITH STATE WATER RESOURCES CONTROL BOAR IN SACRAMENTO BEFORE THE BEGINNING OF ANY CONSTRUCTION ACTIVITY. COMPLIANCE WITH THE GENERAL PERMIT REQUIRES TH kT A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) BE PREPARED, CONTINUOSLY CARRIED OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC INSPEC ON DURING NORMAL CONSTRUCTION HOURS. WASTE DISCHARGE IDENTIFIC ON (WDID) NUMBER 5F15C372611 HAS BEEN ISSUED BY THE STATE WATEIR RESOURCES CONTROL BOARD FOR THIS PROJECT. TRACT No. 6 73 PHASEPHASES 1-4 STREETPLANS & PROFILES ' SmlthTec h* USA INCORPORATED HABERFELDE BUILDING 1424 17TH STREET - S BAKERSFIELD, CALIFORNIA 93301 ROBER E. SMI H RCE 35473 DATE (661) 327 -8492 FAX 327 -8493 JOB NO. 04 -145 SHEET 2 OF 52 SHEETS S ** SEE PLAN SHEETS S ** SEE PLAN SHEETS NOTE: PG 64-10 TYPE 'A" *B.O.W. TO R.O.W. /EASEMENT 4.1 MAX, - 2% MIN. ARTERIAL - McCUTCHEN ROAD SEE PLAN SHEETS S N.T.S. PLATE S -27 - REVISED N ** SEE PLAN SHEETS ** R/W CROSS SECTION t R/W , ** _ _ ** 55' - 60' � T.I. 9.0 R -VAL 24 54 - 7 VAR. ** VAR. - ** 45' - 55' ** 9' -10, .45' A.C. OVER 1.27' C.A.B. 10' BLOCK WALL FROM HIGH SIDE 10' SAWCUT t' AND MATCH EP As I I OVER 1.00' 95% COMP. O.G. L/S & BOUNDARY LINE WALL EZMT. DIRECTED CITY ENS W I L.- SAWCUT AND REMOVE 6' OF FROM STA. 20+00-00 TO 36+47.24 rYV EX, PAVEMENT AND POUR 2' 2' v►-,' I R• i MEDIAN CURB - M. EXISTING /4 " 1/4' w i rl R. FT.�- PER. FT. 3.4% 1.5% - 3.4% ' _ = IIL- nl_In_n1_ur�nl_ 4: 4:1 III I I- II - 111= 111 -111 =111- - CONSTRUCT - 111= rr1_ul_111_ _ t' STANDARD 5.5' SIDEWALK w -111= Irr= iiclll- STANDARD 5.5' SIDEWALK `I,,•',11' -11= 111 = 111= 111`111! TYPE M MEDIAN CURB I� PER CITY STANDARD S -3 PER CITY STANDARD S -3 - ` PER C.O.B. STD. ST -2 Ill_ lli �' ** SEE PLAN SHEETS OF E S S I NOTE: PG 64 -10 TYPE "A" �gO,y� *B.O.W. TO R.O.W. /EASEMENT 4:1 MAX. - 2% MIN. ARTERIAL - McCUTCHEN ROAD����T. E -��=,° 4�� ��R� E. ssI �� PLATE S -27 - REVISED Q " } C.- N.T.S. No. 35473 i CROSS SECTION * Exp. s3a17fe No. 35473 9/30/15 T.I. g•o R -VAL 24 s�q CJ VA\, .� .45' A.C. OVER 1.27' C.A.B. OF0AV\ OVER 1.00' 95% COMP. O.G. OF C h0z FROM STA. 10 +00.00 TO 20 +00.00 07/07/2015 Drawing File: FSTR6873 C L R/W FL 616 ITL R/W 10' 20' 20' to 27CROSS I 1/4' PER. FT. I 2:1 FT IS9 - 3.49NOTE: PG 64 -10 TYPE "B' SECTION - 60 R/W NOS; CONST. TYPE "B' CURB & GUTTER PLATE ST -11 N.T.S. MAXIMUM CROSS FALL TO WITH 4.5' STANDARD TYPE SIDEWALK -TYP. LOW GUTTER SHALL BE 0.5' TYPE "A" LOCAL STREET , SLOPE FROM HO GUTTER T.I. 4.5 R -VAL 24 " SEE PLAN SHEETS .25' A.C. OVER 58' C.A.B. OVER 1.00' 95% COMP. O.G. * EX. SEE PLAN SHE T EX. R �W R/W I I 55' � , '13' EXIST. .3 EXIST. i - I 3' j SAWCUT 1' AND , LL w , MATCH EP. I � � I z I AS DIRECTED BY ; ' w SAWCUT 1' AND I cr CITY ENGINEER 1 z MATCH EP. I w 1x I AS DIRECTED BY i 1.5% - 3_4% T 11 1.5% - 3.4% CITY ENGINEER Illslll -III I I I? I i I ARTERIAL - McCUTCHEN RO D I WEST OF GOSFORD I I IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF T iE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES), A "NOTICE OF INTENT" (NOI) TO COMPLY WITH THE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM WATER ASSOCIATED WITH CONSTRUCTION ACTIVITY (SWRCB OR )ER NO. 2009- 009 -DWQ AS AMENDED BY ORDER 2010 - 0014 -DWQ AND ORDER 2012- 0006 -DWQ)) MUST BE FILED WITH STATE WATER RESOURCES CONTROL BOAR IN SACRAMENTO BEFORE THE BEGINNING OF ANY CONSTRUCTION ACTIVITY. COMPLIANCE WITH THE GENERAL PERMIT REQUIRES TH kT A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) BE PREPARED, CONTINUOSLY CARRIED OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC INSPEC ON DURING NORMAL CONSTRUCTION HOURS. WASTE DISCHARGE IDENTIFIC ON (WDID) NUMBER 5F15C372611 HAS BEEN ISSUED BY THE STATE WATEIR RESOURCES CONTROL BOARD FOR THIS PROJECT. TRACT No. 6 73 PHASEPHASES 1-4 STREETPLANS & PROFILES ' SmlthTec h* USA INCORPORATED HABERFELDE BUILDING 1424 17TH STREET - S BAKERSFIELD, CALIFORNIA 93301 ROBER E. SMI H RCE 35473 DATE (661) 327 -8492 FAX 327 -8493 JOB NO. 04 -145 SHEET 2 OF 52 SHEETS IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF T iE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES), A "NOTICE OF INTENT" (NOI) TO COMPLY WITH THE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM WATER ASSOCIATED WITH CONSTRUCTION ACTIVITY (SWRCB OR )ER NO. 2009- 009 -DWQ AS AMENDED BY ORDER 2010 - 0014 -DWQ AND ORDER 2012- 0006 -DWQ)) MUST BE FILED WITH STATE WATER RESOURCES CONTROL BOAR IN SACRAMENTO BEFORE THE BEGINNING OF ANY CONSTRUCTION ACTIVITY. COMPLIANCE WITH THE GENERAL PERMIT REQUIRES TH kT A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) BE PREPARED, CONTINUOSLY CARRIED OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC INSPEC ON DURING NORMAL CONSTRUCTION HOURS. WASTE DISCHARGE IDENTIFIC ON (WDID) NUMBER 5F15C372611 HAS BEEN ISSUED BY THE STATE WATEIR RESOURCES CONTROL BOARD FOR THIS PROJECT. TRACT No. 6 73 PHASEPHASES 1-4 STREETPLANS & PROFILES ' SmlthTec h* USA INCORPORATED HABERFELDE BUILDING 1424 17TH STREET - S BAKERSFIELD, CALIFORNIA 93301 ROBER E. SMI H RCE 35473 DATE (661) 327 -8492 FAX 327 -8493 JOB NO. 04 -145 SHEET 2 OF 52 SHEETS a a -V y 352 351 350 349 348 347 346 352 351 350 349 348 347 346 FLOWLINE CURVE DATA CURVE DELTA RADIUS LENGTH TANGENT 10 90'00'00" 30.00' 47.12' 30.00' C�l C 90'00'00' 20.00' 31.42' 20.00' �3 90'00'00' 20.00' 31.42' 20.00' ® 90'00'00' 30.00' 47.12' 30.00' NOTES: 0 INTERCONNECT CONDUIT AND PULL BOXES. INSTALL ONE - 2" SCHEDULE 40 PVC CONDUIT UNDER SIDEWALK WITH #5 PULL BOXES EVERY 400'. CONDUIT AND PULL BOXES TO BE PLACED PRIOR TO PLACEMENT OF AGG. BASE. (SEE SHEET 47 FOR INTERCONNECT DETAIL) O FOR FUTURE IRRIGATIONS LINES - INSTALL ONE 4" SCHEDULE 40 PVC SLEEVE, AND FOR FUTURE ELECTRICAL ONES, INSTALL ONE 1 1/2' SCHEDULE 40 PVC SLEEVE. SLEEVES TO BE PLACED PRIOR TO PLACEMENT OF AGG. BASE. (SEE LANDSCAPE PLANS FOR ADDITIONAL INFO.) 0 12' LIMIT LINE AND ALL OTHER PAINTED MARKINGS w /THERMOPLASTIC PAINT PER CALTRANS STD. SPEC. PTH- 02ALKYD ® SAWCUT 1' AND MATCH EX. PAVEMENT AS DIRECTED BY CITY ENGINEER SCALE: H ORI Z. 1" = 50' VERT. 1" =2' LLJ M W z Q X W !i 1 W m 1 O —1 -- tt�s +s.c _ 1ok�0 0 1 A S 0'59'15" W r 1 \ m N � fwo Q !.U� o z X U - W m w ' 0 U � O 0 0, 48 4 c/) 51 SEE SHEET 4 w �o ¢ U0 Q: W z J J O ¢ C° U M ri u- M ¢ SEE SHEET 7 W 10' 20 20.11 m CD 0 0 O 5 `n 5t- �ri ±� G � N �-5�- -o _ 2 o � _ - N � ° FL 1 +5. , o j CD y "-R /W v, ! i 1 ti W N �QD z ciI om CNO� I U Q to 6( mW om d W U _ r7 M to v w J J a u- m �w 2 C) 7 U O mp O C:) L0 co °n' o O rn m 'o �'r M n Lic Li M cy- Of M W^ O o O� r- Lo +� + )-01.1-20 1 SEE SHEET 7 w z J 0 a U O PHASE 1 PHASE 2 [` I J NOTE: CONSTRUCT STREET SECTION PER TYPE "A° LOCAL STREET SECTION ON SHEET 2 TI(lkL E BERRY X�A Y PHA "QE 1 10 4gOFESSIO�� E. QJ No. 35473 9/30/15 CIVIL~ a�RT E• s� Y< QCJ /Z 'I No. 35473 * Exp. 9-30-17 �sl crcAvi� �e 'O uF0 % / / U --Z 2 E. SMITH RCE 354 3 DATE L EGEN D,, S TD, CI T Y SUR VEY MONUMENT a STD: STREET LIGHT - 9500 LED Q STD. STREET LIGHT - 22000 LED -� STD. STREET NAME SIGN CMETR0 + 9 T CITY STREET NAME SIGN S TD, CURB RAMP f DRI VEVA Y �- TRAFFIC CNNTROL SIGN * PT RADIAL TO CENTERLINE S TA TI17N -r TYPE "A" CATCH BASIN - STANDARD TRAFFIC SIGNAL INTERCONNECT WIRING AND PULL BOXES STANDARD RESIDENTIAL CROSS GUTTER 12 13 Lo low 352 y O 351 _ J OLi. C7 -- W • -- - o C 349 - o — — '-- �..- - -- 348 - -- - 9j00. L0 o i + rn o f - -- - -�- Lc) - _ - - - -- 347 - °° - - -- 352 M - - - -- -- - - -- 351 - �- -- -- I _. W 350 - - -- -- �- - - M — -- Mo O _ -- — CD I ��s- + — -- 349 -� -- z -- - -�- - - -- 348 — L -- 347 � -� z -�- -- - -- - - - J - mah,i 346 CD SE 1 TRACT No.- - o -- - m - : - m -- O _. .5TREEr t v _ _ Y - -- BERRY _A __ SHEET OF 52 SHEETS J W O O 2 � � C�l C C14 2 N 0 N cr- c L LJi_ J J SEE SHEET 4 ° °; 7 48 48 m m W W - -, O O O J J Z W 38 I c co c co 3 3 \ Z I + + + + Y J X --� w m � ° m w Z I c co v I M W z Q X W !i 1 W m 1 O —1 -- tt�s +s.c _ 1ok�0 0 1 A S 0'59'15" W r 1 \ m N � fwo Q !.U� o z X U - W m w ' 0 U � O 0 0, 48 4 c/) 51 SEE SHEET 4 w �o ¢ U0 Q: W z J J O ¢ C° U M ri u- M ¢ SEE SHEET 7 W 10' 20 20.11 m CD 0 0 O 5 `n 5t- �ri ±� G � N �-5�- -o _ 2 o � _ - N � ° FL 1 +5. , o j CD y "-R /W v, ! i 1 ti W N �QD z ciI om CNO� I U Q to 6( mW om d W U _ r7 M to v w J J a u- m �w 2 C) 7 U O mp O C:) L0 co °n' o O rn m 'o �'r M n Lic Li M cy- Of M W^ O o O� r- Lo +� + )-01.1-20 1 SEE SHEET 7 w z J 0 a U O PHASE 1 PHASE 2 [` I J NOTE: CONSTRUCT STREET SECTION PER TYPE "A° LOCAL STREET SECTION ON SHEET 2 TI(lkL E BERRY X�A Y PHA "QE 1 10 4gOFESSIO�� E. QJ No. 35473 9/30/15 CIVIL~ a�RT E• s� Y< QCJ /Z 'I No. 35473 * Exp. 9-30-17 �sl crcAvi� �e 'O uF0 % / / U --Z 2 E. SMITH RCE 354 3 DATE L EGEN D,, S TD, CI T Y SUR VEY MONUMENT a STD: STREET LIGHT - 9500 LED Q STD. STREET LIGHT - 22000 LED -� STD. STREET NAME SIGN CMETR0 + 9 T CITY STREET NAME SIGN S TD, CURB RAMP f DRI VEVA Y �- TRAFFIC CNNTROL SIGN * PT RADIAL TO CENTERLINE S TA TI17N -r TYPE "A" CATCH BASIN - STANDARD TRAFFIC SIGNAL INTERCONNECT WIRING AND PULL BOXES STANDARD RESIDENTIAL CROSS GUTTER 12 13 Lo low 352 y O 351 _ J OLi. C7 -- W • -- - o C 349 - o — — '-- �..- - -- 348 - -- - 9j00. L0 o i + rn o f - -- - -�- Lc) - _ - - - -- 347 - °° - - -- 352 M - - - -- -- - - -- 351 - �- -- -- I _. W 350 - - -- -- �- - - M — -- Mo O _ -- — CD I ��s- + — -- 349 -� -- z -- - -�- - - -- 348 — L -- 347 � -� z -�- -- - -- - - - J - mah,i 346 CD SE 1 TRACT No.- - o -- - m - : - m -- O _. .5TREEr t v _ _ Y - -- BERRY _A __ SHEET OF 52 SHEETS W z J J O ¢ C° U M ri u- M ¢ SEE SHEET 7 W 10' 20 20.11 m CD 0 0 O 5 `n 5t- �ri ±� G � N �-5�- -o _ 2 o � _ - N � ° FL 1 +5. , o j CD y "-R /W v, ! i 1 ti W N �QD z ciI om CNO� I U Q to 6( mW om d W U _ r7 M to v w J J a u- m �w 2 C) 7 U O mp O C:) L0 co °n' o O rn m 'o �'r M n Lic Li M cy- Of M W^ O o O� r- Lo +� + )-01.1-20 1 SEE SHEET 7 w z J 0 a U O PHASE 1 PHASE 2 [` I J NOTE: CONSTRUCT STREET SECTION PER TYPE "A° LOCAL STREET SECTION ON SHEET 2 TI(lkL E BERRY X�A Y PHA "QE 1 10 4gOFESSIO�� E. QJ No. 35473 9/30/15 CIVIL~ a�RT E• s� Y< QCJ /Z 'I No. 35473 * Exp. 9-30-17 �sl crcAvi� �e 'O uF0 % / / U --Z 2 E. SMITH RCE 354 3 DATE L EGEN D,, S TD, CI T Y SUR VEY MONUMENT a STD: STREET LIGHT - 9500 LED Q STD. STREET LIGHT - 22000 LED -� STD. STREET NAME SIGN CMETR0 + 9 T CITY STREET NAME SIGN S TD, CURB RAMP f DRI VEVA Y �- TRAFFIC CNNTROL SIGN * PT RADIAL TO CENTERLINE S TA TI17N -r TYPE "A" CATCH BASIN - STANDARD TRAFFIC SIGNAL INTERCONNECT WIRING AND PULL BOXES STANDARD RESIDENTIAL CROSS GUTTER 12 13 Lo low 352 y O 351 _ J OLi. C7 -- W • -- - o C 349 - o — — '-- �..- - -- 348 - -- - 9j00. L0 o i + rn o f - -- - -�- Lc) - _ - - - -- 347 - °° - - -- 352 M - - - -- -- - - -- 351 - �- -- -- I _. W 350 - - -- -- �- - - M — -- Mo O _ -- — CD I ��s- + — -- 349 -� -- z -- - -�- - - -- 348 — L -- 347 � -� z -�- -- - -- - - - J - mah,i 346 CD SE 1 TRACT No.- - o -- - m - : - m -- O _. .5TREEr t v _ _ Y - -- BERRY _A __ SHEET OF 52 SHEETS FLOWLINE CURVE DATA CURVE DELTA RADIUS LENGTH TANGENT 1� 134'2455" 42.00' 98.53' 99.95' O 44'24'55" 35.00' 27.13' 14.29' 03 90'00'00" 20.00' 31.42' 20.00' ® 90'00'00" 20.00' 31.42' 20.00' (3 ) 90'00'00° 20.00' 31.42' 20.00' © 90'00'00" 20.00' 31.42' 20.00' (2 ) 44'2455' 35.00' 27.13' 14.29' 8 134'24'55° 42.00' 98.53' 99.95' (9 134'24'55" 42.00' 98.53' 99.95' SCALE: 349 348 347 346 349 348 347 346 FLOWLINE CURVE DATA CURVE J RADIUS 0 TANGENT M 44'2455' 35.00' 27.13' 14.29' O cd 00 M � FLOWLINE CURVE DATA CURVE DELTA RADIUS LENGTH TANGENT 0 44'2455' 35.00' 27.13' 14.29' 11 90'00'00' 20.00' 31.42' 20.00' 0 90'00'00" 20.00' 31.42' 20.00' 1Q 442455' 35.00' 27.13' 14.29' 14 134'24 '55" 42. 00' 98.53' 99.95' 3 3 3 A M ti ti NH C--0 Lmlj Z 0o co " O � 1i cn 0= M __j CD CD c) 1 4 1151 15 9 1 5 U Tnw?. CmD /W I I CD rn U W -C O u") 0o co CD M N ad cn r7 W (v 05 .. "0 (,-j 'T N QS N m 00 co O + .Q6 O w O, O� + O l 3 q 3 q - Q, 155' 155' Lo o a 50' np. TV. v co co 10N cn C6 cy� ou + 9 +03.23 BVC FL 348.44 (25.00' LT.) 10 0 - it -- o 7 F J J J A r� Q r1 ¢ x n W d W v00 Ln > b J co o F n 1 00 M co Z M M c:1 M O o0 i- F= Z I� rl- c14 V) W - J J Q �� M J d V) W U=', Cn Z M L` Q ti M a 00 n �' L M Z 0_ M r- 00�^ J m m J WPM M M (� m OOM^ J M 3^ a C-) ,y co p CD ,� m c� � co � L� A A Lq Lo M\ I\ U U U U ~ Z M Li W Q U W Oi 3 M O t 7 ti ti J of 3 0 m W m W H Z m m m n O U W N n M O M W M N W Or U O F- M M + J U c� (::)j Oo t m O M r7 = M M Z O_ W M M r- m W N m M u7 Mm � = Qj D7 U C3I L) c U U On C<D• U Lo- L3 O 00 OD 0 N 00 O � Co Lq O H m W ri v v M SEE SHEET 18 3 o r N �M,� ,�� SEE SHEET 8 q q o N 10 2011120 10 N w w ± 10 20 20 10 N M �' ' o �' 3 00 m c� ca -►5 c� �� 0 ¢o 16� X17 t5- QQ S 47co X48 491 IN 3 M � � �1 I iw _z 1 a, /W 0 Q`- g - - � L 7 12'D� r • 6° SEWER - - -- - r, ♦ . _... - - - - -- S 89'00'45" E 1 d �" - - -�- _,� . - - - - 628 5 _ _ 2" SEWER 15 +79.33 N } 17 +29.33 + N 6" SEWER 9 +28.23 PIVC FL 348.54 000 _ _ s 89'01'13" E �' �' _ _ - �' 628180 co 00 p 11 S 89'00'45" E 12 LT. 4.5 COMB. SIDEWALK -TIP. 13 14 �' '� �' 9 +28.23 POVC FL 348.49 10k00' © N TYPE "8" CURB &GUTTER L 6" S.D. 15 62816 36" S.D. 16 36" S.D. ;o o 4 t 17 36" S.D. �36° S.D. L 18 N 36" 1 17,9 49 -- - -- - -� ® -- � -- - - -- - o � 11 9 +53.23 BVC FL 348.44 J (25.00' RT.) H OR I Z. 1 " = 50' VERT. 1 " = 2' 3 A 3 A M ti ti NH C--0 Lmlj Z 0o co " O � 1i cn 0= M LL J LL- � 0 L L- CD c) 1 4 1151 15 9 1 5 U Tnw?. T W. /W I I J J J A r� Q r1 ¢ x n W d W v00 Ln > b J co o F n 1 00 M co Z M M c:1 M O o0 i- F= Z I� rl- c14 V) W - J J Q �� M J d V) W U=', Cn Z M L` Q ti M a 00 n �' L M Z 0_ M r- 00�^ J m m J WPM M M (� m OOM^ J M 3^ a C-) ,y co p CD ,� m c� � co � L� A A Lq Lo M\ I\ U U U U ~ Z M Li W Q U W Oi 3 M O t 7 ti ti J of 3 0 m W m W H Z m m m n O U W N n M O M W M N W Or U O F- M M + J U c� (::)j Oo t m O M r7 = M M Z O_ W M M r- m W N m M u7 Mm � = Qj D7 U C3I L) c U U On C<D• U Lo- L3 O 00 OD 0 N 00 O � Co Lq O H m W ri v v M SEE SHEET 18 3 o r N �M,� ,�� SEE SHEET 8 q q o N 10 2011120 10 N w w ± 10 20 20 10 N M �' ' o �' 3 00 m c� ca -►5 c� �� 0 ¢o 16� X17 t5- QQ S 47co X48 491 IN 3 M � � �1 I iw _z 1 a, /W 0 Q`- g - - � L 7 12'D� r • 6° SEWER - - -- - r, ♦ . _... - - - - -- S 89'00'45" E 1 d �" - - -�- _,� . - - - - 628 5 _ _ 2" SEWER 15 +79.33 N } 17 +29.33 + N 6" SEWER 9 +28.23 PIVC FL 348.54 000 _ _ s 89'01'13" E �' �' _ _ - �' 628180 co 00 p 11 S 89'00'45" E 12 LT. 4.5 COMB. SIDEWALK -TIP. 13 14 �' '� �' 9 +28.23 POVC FL 348.49 10k00' © N TYPE "8" CURB &GUTTER L 6" S.D. 15 62816 36" S.D. 16 36" S.D. ;o o 4 t 17 36" S.D. �36° S.D. L 18 N 36" 1 17,9 49 -- - -- - -� ® -- � -- - - -- - o � 11 9 +53.23 BVC FL 348.44 J (25.00' RT.) H OR I Z. 1 " = 50' VERT. 1 " = 2' _ -- 4 _ ].25.66' rn c - - -- ON CURVE o .d. 00 -- M _ 6W - U M M M M W - - -- -N N uil -'1�l ".1 OD 00 M C14 C14 �Q m CA Of 3' VERTICAL . 3 3 I I -R /'W 3 3 3 B tf. 3 I R/W A A F1 LO A A q 7 (iOii c1Oii 15 5' ] 5 5' c�v (�pu i c Di I- C) 15 5' 15 5' I (tOV s 6 5 3TYP. TYP = 4 8 1 N i? 5 6 3TYP. TYP 3 5 5 5 4 M M 5 3 r:4 M co .� M 10 201- 5 20 1 O' q q ^ ti M to M \O (U N GN (L co m � M 00 cu Cli Q0 Q0 M SEE SHEET 6 ° �' � �° W °� M c') z --• --• 0co co co Q n U M M Li _� r� co c a� J ffl M DD CU + rn w O w u- w L" qL00 (ti (n Y ^ rn "� M m W >- m M O n m ¢ (n N OTES: U INSTALL 2 - 6" GATES PER CITY STD. D -13 © CONST. DRIVEWAY APROACH PER CITY STD. ST -2 10 11 27. W J LA- M 0i O N -qry + O X25 66' . rn gR 53' n O.0 d aid ON CURVE 27.13' m Q -21 M Q M NH N)N N OMD o Z 00 - au z d C> O c ^ ad " O � 1i cn 0= M LL J LL- � 0 L L- M O O p� r,y Lq �0 M M U Ln Cm7 p- W U w 0i M M rn m N + M 20+07.26 POVC FL 348.32 O -C O _ -- 4 _ ].25.66' rn c - - -- ON CURVE o .d. 00 -- M _ 6W - U M M M M W - - -- -N N uil -'1�l ".1 OD 00 M C14 C14 �Q m CA Of 3' VERTICAL . 3 3 I I -R /'W 3 3 3 B tf. 3 I R/W A A F1 LO A A q 7 (iOii c1Oii 15 5' ] 5 5' c�v (�pu i c Di I- C) 15 5' 15 5' I (tOV s 6 5 3TYP. TYP = 4 8 1 N i? 5 6 3TYP. TYP 3 5 5 5 4 M M 5 3 r:4 M co .� M 10 201- 5 20 1 O' q q ^ ti M to M \O (U N GN (L co m � M 00 cu Cli Q0 Q0 M SEE SHEET 6 ° �' � �° W °� M c') z --• --• 0co co co Q n U M M Li _� r� co c a� J ffl M DD CU + rn w O w u- w L" qL00 (ti (n Y ^ rn "� M m W >- m M O n m ¢ (n N OTES: U INSTALL 2 - 6" GATES PER CITY STD. D -13 © CONST. DRIVEWAY APROACH PER CITY STD. ST -2 10 11 27. W J LA- M 0i O N -qry + O X25 66' . rn gR 53' n O.0 d aid ON CURVE 27.13' NOR 12 Z M M� m Q -21 Z M M M M �+ � J �Z U ZO_w W Y U m CD�W 2000 LED mm Co LL O�J M O O p� r,y Lq U M M 0� p- W U M C)¢ ¢ 0i M rn O= M +O 20+07.26 POVC FL 348.32 - -C u") �M 0 - C6 N ad cn r7 W ♦3 O o Li CsW � Z C co O + .Q6 w of Of T- N Nj - NOTE: CONSTRUCT STREET SECTION PER TYPICAL Lo O 50' VER lCAL CtiRVE - -- NOR 12 Z M M� m Q C.7 Z M C, m M �+ � J �Z U ZO_w W Y U m CD�W 2000 LED mm Co LL O�J M O O p� r,y Lq U M M 0� p- W U M C)¢ ¢ 0i M rn O= M +O 20+07.26 POVC FL 348.32 w O f cn 3^ O ( u") �M 0 vi O cn N M O +m JN STANDARD RESIDENTIAL ♦3 O o Li CsW � Z C co O + .Q6 T- N NOTE: CONSTRUCT STREET SECTION PER TYPICAL LOCAL STREET SECTION ON SHEET 2 �r�rrril»��a� PHASES 13 14 - - -- - 4 0. _ENE m LL- - - M M U M m n M 2 >&z 15 cc Ln M ^ C - -- - C> 00 M co LL �' co co M -cv- 4- Q 0 cn .: 1m] I I 4gOFESSIO 14 � E. w No. 35473 Qf��T E s Qo� No. 35473 S Exp. 9-30-17 �l 1-31 9/30/15 110 CIVIL o CAL I�04Q~� �' LEGEND- 1 STD, CITY SURVEY MVP UMEN T STD. STREET LIGHT - SEE 6873 STD, STREET LIGHT - 2000 LED SEWER PLANS V (METRO) + STD, CITY STREET NA FOR SUMP DETAIL 19 +82.26 BVC FL 348.27 (25.00' LT.) f DRI VEWA Y 20 +07.26 PIVC FL 348.37 PT RADIAL TO CENTER 20+07.26 POVC FL 348.32 m TYPE "A" CATCH BASIN �- STANDARD TRAFFIC SIGN 20 +32.26 EVC FL 348.27 WIRING AND PULL BOXES (25.00' RT.) STANDARD RESIDENTIAL VOSS GUTTER CV 4gOFESSIO 14 � E. w No. 35473 Qf��T E s Qo� No. 35473 S Exp. 9-30-17 �l 1-31 9/30/15 110 CIVIL o CAL I�04Q~� �' 16 17 18 19 20 LEGEND- o STD, CITY SURVEY MVP UMEN T STD. STREET LIGHT - 9500 LED STD, STREET LIGHT - 2000 LED STD, STREET NAME SI V (METRO) + STD, CITY STREET NA SIGN STD, CURB RAMP f DRI VEWA Y TRAFFIC CONTROL SIG PT RADIAL TO CENTER INE STATION T TYPE "A" CATCH BASIN �- STANDARD TRAFFIC SIGN L INTERCONNECT, WIRING AND PULL BOXES STANDARD RESIDENTIAL VOSS GUTTER 16 17 18 19 20 T- N LLJ - -� +0. T- - 0.400,7 -- - 1.4 - - +8 2257E 2 tn2 77, 27.1 CURVE ^ M - - -- ' co UN R ♦0.2W% N 1.42 aO • L12,5*,46, 210.00. M m M 6 twi - - - -- tJ ELJ - -� J W w m M W T TV CL j Q N CD JJ m l� C7 C 7 �' D: -- 1-te) W n M + U m CA . _� CO to Co r) CV N N U O] -- Z U - W M � cc M co + O ~O i- M - - `� '� ^ ♦ c CL + 50' VBTICAL CURVE _. __ IDENTI STRAWBERRY .33 LANE -- - POINT - - - ; 31 q2 + 27.13 CURVE M - - -- . - 375.44 y142 ri O C. 0' 52.27 - °o - O C -^ - N -- - -- -- W n � 00 O J O N O^ L _ J _. u- -. �..0 /� INE __ ash 1''- -Q- " W Q - - m - - f U ? > N _. CD m �+ Li m a 2 C9 Q_ > O mM - - - -- - -- -- I" a- - - tai M M n m -� N r7 N^ m W M M c0 O+ a0 O 1� Of t0 M •- 04 m Lh _ � _ _ _ 50' TM CURVE - - -- f _ SX - 15+79��.. - -_-_ROIE- -BERRY Im c9 J ti m CD a 349 348 347 { 346 1 349 348 L '347 346 - - - -- - I --6 -0 R P Jb I Z7, '1'- TRAC T No. 6873 PHASES 1 & 2 - -GREET PLAN & PROFIL ` .00 _ SHEET 7 OF 5 SHEETS + I �� 1-- 6, V1 -7 P� I �-.-q 351 350 349 348 347 346 351 350 349 348 347_ 346 PHA PH MA 3 3 Q q FLOWLINE CURVE DATA J DELTA RADIUS LENGTH TANGENT 10 O 20.00' 31.42' 20.00' cu 6 1CD 90'00'00' M C 20.00' 43 a 20.00' 31.42' 20.00' ® 90'00'00' 20.00' 31.42' M M 90'00'00' 20.00' M 20.00' LJi LJi 20.00' 31.42' LJi Q VOW C> O U C.D Q u° CD �Z U 0 q n o QJ m q q ° oM _ , - - -- 0 C - m W W cU �0 cu O N SEE SHEET 7 6� o o M O 0 _ + q A U7 n q q PHA PH MA 3 3 Q q FLOWLINE CURVE DATA CURVE DELTA RADIUS LENGTH TANGENT 10 90'00'00' 20.00' 31.42' 20.00' cu 6 1CD 90'00'00' 20.00' 31.42' 20.00' 43 90'00'00' 20.00' 31.42' 20.00' ® 90'00'00' 20.00' 31.42' 20.00' m 90'00'00' 20.00' 31.42' 20.00' © 90'00'00" 20.00' 31.42' 20.00' 3 3 Q q 3 3 q A Ln CD Ln co co -CD Co /W o M O o - 5 6 - - - - - -- - - - - - - - - _ - -_ - - - -- 2 -- - - -- o o L WITH 4.5 COMB. SIDEWALK -TYP. <> 62824 p J9 26' DWG - ---- --- N -� �- i ---� -- .... -- �m 12 +80AO i 144 15 CONST TYPE °B" CURB & GUTTER 16 17 18 cv 19 fg0� - n Ct 26' � S 00'59'15" W O 11 -- -- - - - _- - -p 12 f w w cV I �7 SEwE L 62819 O ® fi S 00'59'15° W 62823 R SFwF 8° SEwEP � fi -S 00'59'15" W 3 r, - `fQ�d� - - - - -- -- - - -- - - -- -- - -- - - — -- -_ - - -- -- - -- -- -- -- - -- - -- F- 26' DW ~ c © O - - -- -- - - w - O - - - -- - - - - -O — - -- - -- O w - - 26' z° o {o^�o R�W o 0 o rn °o q q o R�W q q q o '� 47 �U-� - 46 A�5 243' -323 22 X21 20� X19 18 17 �N�_ 3 c2i 5 b d > >> U 5--*— o c� ca o 0 0 0 0 10 120 5'20 10 of 20 20 10 v ° °° W ^ 10 20 N cu I SEE SHEET 7 10 J �— 9 ^ M N 6 �r o, 59�,�5,,�5� CQ 60 � Cm7 F4 cu 6 1CD 62 63� C) L0 >- N 65� 66 M O (=; cri 68 + + O LQ KI Q-1 m 70 - _c.> m W °' + 10120 20 � Lid � q q CD O l'il �55~ O U C.D Q u° cDV LLJ U 0 o ° 00 SEE SHEEET 12 M M q q ° oM _ , Ln CD Ln co co -CD Co /W o M O o - 5 6 - - - - - -- - - - - - - - - _ - -_ - - - -- 2 -- - - -- o o L WITH 4.5 COMB. SIDEWALK -TYP. <> 62824 p J9 26' DWG - ---- --- N -� �- i ---� -- .... -- �m 12 +80AO i 144 15 CONST TYPE °B" CURB & GUTTER 16 17 18 cv 19 fg0� - n Ct 26' � S 00'59'15" W O 11 -- -- - - - _- - -p 12 f w w cV I �7 SEwE L 62819 O ® fi S 00'59'15° W 62823 R SFwF 8° SEwEP � fi -S 00'59'15" W 3 r, - `fQ�d� - - - - -- -- - - -- - - -- -- - -- - - — -- -_ - - -- -- - -- -- -- -- - -- - -- F- 26' DW ~ c © O - - -- -- - - w - O - - - -- - - - - -O — - -- - -- O w - - 26' z° o {o^�o R�W o 0 o rn °o q q o R�W q q q o '� 47 �U-� - 46 A�5 243' -323 22 X21 20� X19 18 17 �N�_ 3 c2i 5 b d > >> U 5--*— o c� ca o 0 0 0 0 10 120 5'20 10 of 20 20 10 v ° °° W ^ 10 20 N cu I SEE SHEET 7 10 2011 20 �— 9 ^ M N cu 58 o, 59�,�5,,�5� CQ 60 � Cm7 cu 6 1CD 62 63� M 64 N 65� 66 67� 68 + + O 69�,�s,��+ O 70 - _c.> m 0 o °' + 10120 20 10 1 W m ° °o SE 1 �55~ 57 CD 0 o- c°c + + U O N CD M M ° N ° oM _ , - - -- C - m W 12 o0 co 13 M I O 0 _ 347 _ -- N + �' O LA m - -_ - m Lil - - -- 11346 w5� . Tw. I �. _- O U-; M u-; I Tw. U7, co ` SEE SHEET 7 SEE SHEETT 12 M U- 9 ^ M M m � � � Cm7 U w Z00 E9 M Z QJ O O o v N rn o + + O M W O SCALE: / H ORI Z. lop = 50' VE R T. 1 " = 2' 10 J LL_ 1L m O U W 4=__'- O ± � r N + i r +0.507% OD 31.42 � 100.00 Lo 4072 m U ,O W 0 O O �; M o � SEE SHEETT 12 M Stt SHttl 9 ^ M + + m � >- M Li + + w m J CD L� E9 M Z 05.- O � CD rn o O Q M W m Q m W - _c.> m 0 o Z I W m ° °o c - 0 o- c°c + + U O N M M ° N ° oM _ , - - -- C - m W 12 o0 co 13 -o - M 0 o_ _ +0.2009- _ - __ 280.00' - r- _. 06 J + J LL WAY } I� + I - - -- -- - -- O m m .— - U U N 50' VERTICAL - -- �+ CD co Ln 0 v tri + 14 15 ,,,EX. GROUND @ CL NOTE: CONSTRUCT STREET SECTION PER TYPE "A" LOCAL STREET SECTION ON SHEET 2 t MHOW-wi, PHASE 2 16 17 WEC� FLOWLIN, -- -I - - -I- EAST- FLO - INE i fE:3 "' o SEE SHEETT 12 - N _ m � m U N w E9 o Lcw Z 05.- O rn o O Q M - _c.> m I W m c - 0 o- - 348 ° N ° oM _ , - - -- C - m W kN� - P.:.0 a�- o0 co M I O 0 _ 347 _ -- N + �' O LA m - -_ - m Lil } I� + I - - -- -- - -- O m m .— - U U N 50' VERTICAL - -- �+ CD co Ln 0 v tri + 14 15 ,,,EX. GROUND @ CL NOTE: CONSTRUCT STREET SECTION PER TYPE "A" LOCAL STREET SECTION ON SHEET 2 t MHOW-wi, PHASE 2 16 17 WEC� FLOWLIN, -- -I - - -I- EAST- FLO - INE i fE:3 "' o SEE SHEETT 12 J U) Li M m � m U m w E9 o Lcw Z o O C14 C�P rn o O Q M m 19 20 — -I- —I— — — _I_ — —I— — 'e,OFESSION� E. � w No. 35473 m 9/30/15 �C 7� CIVIL ��~Q OF C &L1� DW DW -/' i -/--) ROBERT E. SMITH RC 35473 DATE ART E. S\ No. 35473 Exp. 9 -30 -17 CIVIC. a�Q LEGEND, o STD, CITY SURVEY MONUMENT STD, STREET LIGHT - 9500 LED STD, STREET LIGHT - 22000 LE STD, STREET NAME SIGN CMETRID + S TD, CITY S TREE T NAME SIGN 13 STD, CURB RAMP f DRIVEWAY TRAFFIC CNNTROL SIGN PT. RADIAL TO CENTERLINE STAT,17N T TYPE A" CA TCH BASIN - STANDARD TRAFFIC SIGNAL INTERCO NECT WIRING AND PULL BOXES STANDARD RESIDENTIAL CROSS CUTER - - 351 — �-- - - -_ -- 350 N C C r._. i 349 m s 348 347 346 I 351 +o.509x - 350 31.42' 0. C, ci M I 349 J Ls.. L CD ! 348 m W I O 0 _ 347 _ -- N + �' - - -- 11346 ff T PE _ & f 'OFfLE - STRA__� RRY LANE SHEET $ OF 52 SHEETS t'1" ( ft I - �f 8 350 349 348 347 346 kwei 349 348 347 346 FLOWLINE CURVE DATA CURVE DELTA RADIUS LENGTH TANGENT 10 2275'35" 35.00' 13.70' 6.94' ( 90100'00" 35.00' 54.98' 35.00' (3 62'57'52' 35.00' 38.46' 21.43' 4 128'15'01' 42.00' 94.01' 86.59' �5 128'15'01" 42.00' 94.01' 86.59' © 13'32'10' 30.00' 7.09' 3.56' (7 90100'00" 20.00' 31.42' 20.00' 8 90'00'00" 20.00' 31.42' 20.00' 09 22725'35' 35.00' 13.70' 6.94' �0 1 134'51'11' 84.00' 197.70' 202.06' NOTE- 95Z COMPACTION AT LEAST 1.0' UNDER AND EACH SIDE OF CROSS GUTTERS AND DRIVE APPROACHES SCALE: H ORI Z. 1 " = 50' VERT. 1" = 2' o- -- --- -- 13.70'x' O.C. LL- Up C.> Ln m _ r d O L0 PS M + rn 0d M M M M t0 U- 06 CD n U U- �.. U o� c� m 'r'- ° _moo q A X N M + GA = Raj O q o ao ` c1, c1, 4 + o o M �� 3 2 °� O O 4 q � Q J ONUS � W Cj-� N U_� O O -oNO cn 27 �.� 28 29 0 0 30 3 1 coa + 33 Tw. Tr. Z + + cn WITH 4.5 COMB. SIDEWALK -TYP. O 12' WIDE CROSS GUTTER O c9 o d �CONST. TYPE 'B' CURB & GUTTER 12 N PER C.O.B. STD. ST -9 N 14 �� N 12 +80.00 Il" SEWEP ° 62821 3 N 6 ® Ld - - - 4 1 -- - W 3 3 o I I o �sy ,�S,I c ,: o�,o 40 39 38 �37 �la ° q q o o o q q zO p cu cu O cs p M cu ti 00 00 o, �„ "' ° SEE SHEET 11 0 ca J `}' `} PO rn o^O, r° Ln U- M M m u°-) � __j LJ cib M M° P5 ui LJ C. C> ooi m U o �� �m UZ IoW m o� co m ED o o_� ►,� O U Q Q m O� rO �oMD W + N +O L() O O Z O M M CV o o Q ° + + `. min o co co + N O Q oN + m NOTE: CONSTRUCT STREET SECTION PER TYPICAL LOCAL STREET SECTION ON SHEET 2 PA SPBERP Y A rl UE PHASE 2 10 11 12 13 _L --- -- +-- - - -r -- +0.509X - - CO Lq ON CURE M : LJL- M U J +Q,544 m 94.01 N I ri 101.10' GtiRVE r7 ON CURVE -- --m -ON CURVE _ -- M M od M 00 00 a J , LL' LO rl") L� a m c� W M J � N m Z >- U LU to Ks O Lu O M O _ r w - -- yERTICAL CURVE ' IDENTICAL O SEE SHEET 9 m C> N 9 +80.00 BC FL 347.46 (100.40' LT.) 10 20 2011 °0 ui 0 POINT 9 +77.35 PRC FL 347.49 (87.05' LT.) O o+ 4 3 C4 S 81 '49'55 E 26' DN. - w cNC 2 6 n ' c� � o CD o o 00 26' D N 76'5143" E 10 o O 4 2 x S 00'59'15" W �► - -t - O o- -- --- -- 13.70'x' O.C. LL- Up C.> Ln m _ r d O L0 PS M + rn 0d M M M M t0 U- 06 CD n U U- �.. U o� c� m 'r'- ° _moo q A X N M + GA = Raj O q o ao ` c1, c1, 4 + o o M �� 3 2 °� O O 4 q � Q J ONUS � W Cj-� N U_� O O -oNO cn 27 �.� 28 29 0 0 30 3 1 coa + 33 Tw. Tr. Z + + cn WITH 4.5 COMB. SIDEWALK -TYP. O 12' WIDE CROSS GUTTER O c9 o d �CONST. TYPE 'B' CURB & GUTTER 12 N PER C.O.B. STD. ST -9 N 14 �� N 12 +80.00 Il" SEWEP ° 62821 3 N 6 ® Ld - - - 4 1 -- - W 3 3 o I I o �sy ,�S,I c ,: o�,o 40 39 38 �37 �la ° q q o o o q q zO p cu cu O cs p M cu ti 00 00 o, �„ "' ° SEE SHEET 11 0 ca J `}' `} PO rn o^O, r° Ln U- M M m u°-) � __j LJ cib M M° P5 ui LJ C. C> ooi m U o �� �m UZ IoW m o� co m ED o o_� ►,� O U Q Q m O� rO �oMD W + N +O L() O O Z O M M CV o o Q ° + + `. min o co co + N O Q oN + m NOTE: CONSTRUCT STREET SECTION PER TYPICAL LOCAL STREET SECTION ON SHEET 2 PA SPBERP Y A rl UE PHASE 2 10 11 12 13 _L --- -- +-- - - -r -- 197.7 - - -- M H_ CURVE - J J r W +0.201% 139.60' +0.509X - - CO Lq ON CURE M : LJL- M U - - -- - - - -- - - - --� - 0.425% 77j:: +Q,544 m 94.01 N I ri 101.10' GtiRVE r7 ON CURVE -- --m -ON CURVE _ -- M M od M �IJ 00 a J , o O O LO + -- - L� a m c� 0= w c _ N m r7 F ._ .. L LU to Ks O Lu O M O _ r w - -- yERTICAL CURVE ' IDENTICAL O -- N r N �- 197.7 - - -- M H_ CURVE - J J r W +0.201% 139.60' o� 00 � - _ V6 W LLJ IL'! 15 ---- _� - - - --1 - - - - 14 +71.66 BVC FL 349.25 (55.93' LT.) 14 +88.06 PIVC FL 349.36 (37.56 LT.) 14 +88.06 POVC FL 349.31 (37.56 LT.) 14 +91.35 EVC FL 349.25 (13.15' LT.) rt -- - -- +0.42576 - - -- - - - -- - - - --� - 0.425% 77j:: +Q,544 m 94.01 N I ri 101.10' GtiRVE r7 ON CURVE -- --m -ON CURVE _ -- M M od M �IJ 00 a J , m J C14 m a CL o, - -- m I- CD ca- o O O U m X ZL -- - L� a m c� 0= w c _ N m r7 F ._ .. L LU to Ks O Lu O M O _ r w - -- yERTICAL CURVE ' IDENTICAL O -- N r N �- r POINT o� 00 � - _ V6 W LLJ IL'! 15 ---- _� - - - --1 - - - - 14 +71.66 BVC FL 349.25 (55.93' LT.) 14 +88.06 PIVC FL 349.36 (37.56 LT.) 14 +88.06 POVC FL 349.31 (37.56 LT.) 14 +91.35 EVC FL 349.25 (13.15' LT.) rt _ - 0.425% 94.01' --° ON CURVE rn _-. J !L m C� �4gOFESSIO�� Q5 No. 35473 9/30/15 ♦c CIVIL OF CALX� ROBERT E. SMITH RCE 35413 �0 �� S T No. 35473 s * Ev.9.30 -17 / CIVIL 11z J LEGEND: o STD. Cl TY SUR BEY MONUMENT 4 STD. STREET LIGHT - 9500 LED STD. STREET LIGHT - 22000 LED + STD. STREET NAME SIGN (METRO) + STD. Cl T STREET NAME SIGN STD. CURB RAMP f DRI VEWA Y �- TRAFFIC CONTROL SIGN PT RADIAL TO CENTERLINE STATION T TYPE "A" CATCH BASIN STANDARD TRAFFIC SIGNAL INTERCONN CT, WIRING AND PULL BOXES STANDARD RESlDEN17AL CROSS GUTTER y )-�? DATE &TJ � ' I ;F Ti �.. _z I &=a _1_N _C 0 � P n_ _.A_ZE_ D _ 'A GF�lun PHASE WE�T-PLAN PROF)ff RASPBERR VENUE- -- - SHEET 10 OF 52 SHEETS i,I., �k)3- A� -`� -- - -- +0.42576 - - -- - - - -- - - - --� - 0.425% 77j:: +Q,544 m 94.01 N I ri 101.10' GtiRVE r7 ON CURVE -- --m -ON CURVE _ -- M M od M °� - 77.32' , m J C14 m a CL o, - -- m I- CD ca- o O O U m Ln O . - -- -ar CD ML U w c M a N m r7 F ._ .. L -Z 00 00 00 Go - d � � > to Ks O • - - - -- _ r w - -- yERTICAL CURVE ' IDENTICAL O d- r d+ > POINT _ - 0.425% 94.01' --° ON CURVE rn _-. J !L m C� �4gOFESSIO�� Q5 No. 35473 9/30/15 ♦c CIVIL OF CALX� ROBERT E. SMITH RCE 35413 �0 �� S T No. 35473 s * Ev.9.30 -17 / CIVIL 11z J LEGEND: o STD. Cl TY SUR BEY MONUMENT 4 STD. STREET LIGHT - 9500 LED STD. STREET LIGHT - 22000 LED + STD. STREET NAME SIGN (METRO) + STD. Cl T STREET NAME SIGN STD. CURB RAMP f DRI VEWA Y �- TRAFFIC CONTROL SIGN PT RADIAL TO CENTERLINE STATION T TYPE "A" CATCH BASIN STANDARD TRAFFIC SIGNAL INTERCONN CT, WIRING AND PULL BOXES STANDARD RESlDEN17AL CROSS GUTTER y )-�? DATE &TJ � ' I ;F Ti �.. _z I &=a _1_N _C 0 � P n_ _.A_ZE_ D _ 'A GF�lun PHASE WE�T-PLAN PROF)ff RASPBERR VENUE- -- - SHEET 10 OF 52 SHEETS i,I., �k)3- A� -`� N M 17 M tJ i Ln O . - -- CD ML M a CL m m - its M O to Ks O -a00 000 0 O d- d+ > _ - 0.425% 94.01' --° ON CURVE rn _-. J !L m C� �4gOFESSIO�� Q5 No. 35473 9/30/15 ♦c CIVIL OF CALX� ROBERT E. SMITH RCE 35413 �0 �� S T No. 35473 s * Ev.9.30 -17 / CIVIL 11z J LEGEND: o STD. Cl TY SUR BEY MONUMENT 4 STD. STREET LIGHT - 9500 LED STD. STREET LIGHT - 22000 LED + STD. STREET NAME SIGN (METRO) + STD. Cl T STREET NAME SIGN STD. CURB RAMP f DRI VEWA Y �- TRAFFIC CONTROL SIGN PT RADIAL TO CENTERLINE STATION T TYPE "A" CATCH BASIN STANDARD TRAFFIC SIGNAL INTERCONN CT, WIRING AND PULL BOXES STANDARD RESlDEN17AL CROSS GUTTER y )-�? DATE &TJ � ' I ;F Ti �.. _z I &=a _1_N _C 0 � P n_ _.A_ZE_ D _ 'A GF�lun PHASE WE�T-PLAN PROF)ff RASPBERR VENUE- -- - SHEET 10 OF 52 SHEETS i,I., �k)3- A� -`� SCALE: 349 348 347 349 348 347 FLOWLINE CURVE DATA CURVE DELTA RADIUS LENGTH TANGENT 10 90'00'00" 20.00' 31.42' 20.00' 42 90'00'00" 20.00' 31.42' 20.00' H OR I Z. 1 " = 50' VE R T. 1 It = 2' NOTE: O INSTALL STD. CL III BARRICADE WITH W1 -7 w /OM4 -3 MARKER J M O co � ro O J ^ oo O^ u- �- 06 L� M °O --d- m= � J rn m u- �a 06 ca a: Z t� a ro X ¢ �Ll a53 J Of p Q ?Q m O W 0:: �u 0 m a°o SEE SHEET 10 °o +�' o z ca C'n Q 0 °' 10120 20 ' 10 + + z j C:l 0 3 m Q7 C� 3 6 v 6� Q O R/W ± 30 - - - -- L - co 26' DW - - ° ll 17." SEWER - w BANANA CLUSTER w S 89'00'45" E !fix S 89'00'45" F AVENUE 1 N - -FL z s� - 26' DW � — — LO ° - 4 - cL 1�0 N �m �RfW 2 9 °° ° 1 lw (.0 66 �a C> m zz) 1020501Ov00 C.Dm SEE SHEET 10 � o V rh m Z cr- C7 = u- m � O m Z C-D w �%) U O d m o ck:Q °o 0 o N + 0 NOTE: CONSTRUCT STREET SECTION PER TYPE "An LOCAL STREET SECTION ON SHEET 2 BA YA YA Cl US TER A VEY UE PffASE 10 11 12 13 OUND CL ---- 1 - - - -133 +0.304% 3x G FUTURE _��202 o SLOPE 103.7 U Q rn - -- 6'' 00 ce ml � U AUNE z 00 R _ M CROSS GUS M -0 co a -Ck-- cl Lo M tJi - CD W —Cl O X N 0 11 12 13 OUND CL ---- 1 - - - -133 +0.304% 3x G FUTURE _��202 o SLOPE 103.7 U Q rn - -- 6'' 00 ce ml � U AUNE cV r z 00 - _ v W - - - -- 7t FU cV r NOTE, 957 COMPACTION AT LEAST 1,0' UNDER AND EACH SIDE OF CROSS GUTTERS AND DRIVE APPROACHES, �gOFESSION E. 9 w No. 35473 m 9/30/15 CIVIL CF C ALA�Q4 ROBERT E. SMITH RCE 35173 E. �A S No. 35473 Exp. 9 -30 -17 LEGEND- o STD, CITY SURVEY MONUMENT STD, STREET LIGHT - 9500 LED STD, STREET LIGHT - 22000 LED S TD S TREE T NAME SIGN CME TROD + S TD, Cl T Y S TREE T NAME SIGN STD, CURB RAMP f DRI VEVA Y TRAFFIC CONTROL SIGN PT RADIAL TO CENTERLINE STATi T TYPE "A" CATCH BASIN -p- STANDARD TRAFFIC SIGNAL INTERCO/ WIRING AND PULL BOXES STANDARD RESIDENTIAL CROSS GUT7 CT -0 -. f L' i No. - - -PHA T Pt Aff Rol I SHEET 11 ! OF 52 SHEd. .L- 1,5 DATE 349 I 348 347 F. X349 !. 347 z 00 _ W BANANA CLL STER -0 a -Ck-- cl AVENUE m NOTE, 957 COMPACTION AT LEAST 1,0' UNDER AND EACH SIDE OF CROSS GUTTERS AND DRIVE APPROACHES, �gOFESSION E. 9 w No. 35473 m 9/30/15 CIVIL CF C ALA�Q4 ROBERT E. SMITH RCE 35173 E. �A S No. 35473 Exp. 9 -30 -17 LEGEND- o STD, CITY SURVEY MONUMENT STD, STREET LIGHT - 9500 LED STD, STREET LIGHT - 22000 LED S TD S TREE T NAME SIGN CME TROD + S TD, Cl T Y S TREE T NAME SIGN STD, CURB RAMP f DRI VEVA Y TRAFFIC CONTROL SIGN PT RADIAL TO CENTERLINE STATi T TYPE "A" CATCH BASIN -p- STANDARD TRAFFIC SIGNAL INTERCO/ WIRING AND PULL BOXES STANDARD RESIDENTIAL CROSS GUT7 CT -0 -. f L' i No. - - -PHA T Pt Aff Rol I SHEET 11 ! OF 52 SHEd. .L- 1,5 DATE 349 I 348 347 F. X349 !. 347 SCALE: FLOWLINE CURVE DATA CURVE DELTA RADIUS LENGTH TANGENT 1 22'25'35° 35.00' 13.70' 0 Q2 134'51'11' 84.00' 197.70' 202.06' 3 22'25'35° 35.00' 13.70' 6.94' 4 90100'00° 20.00' 31.42' 20.00' (3 ) 90'00'00' 20.00' 31.42' 20.00' © 13'32'10" 30.00' 7.09' 3.56' (1 ) 128'15'01" 42.00' 94.01' 86.59' 8 128'15'01" 42.00' 94.01' 86.59' (1 ) 62'57'52" 35.00' 38.46' 21.43' 0 90'00'00" 20.00' 31.42' 20.00' 11 1 90'00'00" 20.00' 31.42' 20.00' 1 I 90'00'00" 35.00' 54.98' 35.00' O W- 31(CA) SIGN WITH OM4 -3 MARKER AT PHASE BOUNDARY OF TRACT. IF ADJUSTED PHASE IS NOT CONSTRUCTED AT SAME TIME, REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. HORIZ. 1" = 50' VER T. 1 " = 2' 352 351 o- - - - - 0.203% 350 - - -Q- - - - - -- 349 m - 348 -- - w 352 351 350 349 348 0 L "?ITw. Tw. 8 1 In I J Y 17 +30.46 BVC FL 351.03 M U m 0 Ld 0. J -- dyes¢ M ^ C" j J A 3 Q _ > 000 lJi N�j M Z CD p M Oo A 1 T 8" SEVER o; cn ti � r r ti to N J M J m L� U' + 0+00.00 M VER a . q JW U L`Q U 80 J L" M .A n . �U =U o_ w o_ m w z :L _L w ccv cn p p o 0o U c� m M `0 00�O r M0 � U C7 � to cu 00 o o o ±± + SEE SHEET 13 m W A 9 +77.35 PRC FL 350.20 (87.05' RT.) 5, ao i W °p M ul w 0 0 0, I 1 10 20 1101 201 20 1101 ^+ o o W Ui 3 O '�' o SEE SHEET 18 1 L "?ITw. Tw. -- rt-- - - -I -- f[I; 197.70' 11 J Li m AL A mmmfl W 1 0 -- r cn r C4=li a&-)a 40.00' r Go - O] 3 3 q A O m W o O 0 N W QW m + �z ro cl cn 00 C> N N NOTE: CONSTRUCT STREET SECTION PER TYPE "A" LOCAL STREET SECTION ON SHEET 2 3 3 q rn m 3 3 q q 6!OOSEPERRY J VEYUE PHA SE 2 13 14 15 ._ J M W O! U s -m C5 _ N O.C. 1 31.4,2 8 1 In I I R,W 17 +30.46 BVC FL 351.03 M U m LJ� Ld 0. J -- dyes¢ ?os9 L U m C A 3 Q _ > a- N r 17 +1044 EVC FL 351.03 �� p M Oo A 1 T 8" SEVER o; cn ti U r r ti to N ss 1 + 0+00.00 1- VER ROSS GUTTER r - -50' A 80 a, n n . :L _L w 0 0., o Ln _ a oc r 9 +77.35 PRC FL 350.20 (87.05' RT.) 5, ao i W M ul w 0 0 0, 9 +80.00 BC FL 350.23 (100.40' RT.) 1 10 20 20 ' U ° �� m- Ui 3 O '�' o SEE SHEET 18 +® Jo O o LO cma M J wL.� _ Q:: O ui U + M p -- rt-- - - -I -- f[I; 197.70' 11 J Li m AL A mmmfl W 1 0 -- r cn r C4=li a&-)a 40.00' r Go - O] 3 3 q A O m W o O 0 N W QW m + �z ro cl cn 00 C> N N NOTE: CONSTRUCT STREET SECTION PER TYPE "A" LOCAL STREET SECTION ON SHEET 2 3 3 q rn m 3 3 q q 6!OOSEPERRY J VEYUE PHA SE 2 13 14 15 ._ J M W O! U s -m C5 _ N O.C. 1 31.4,2 16 --L-- y 84.01' C> U-) n STD. CITY SURVEY "FT 17 +30.46 BVC FL 351.03 M U m LJ� Ld 0. J -- O O 17 +27.18 PIVC FL 351.13 (37.56' RT.) E SIGN U m C A 3 Q _ > a- N r 17 +1044 EVC FL 351.03 �� p M Oo A 1 T CN + o; cn ti U r r ti to N N + ^ > 3 VER ROSS GUTTER r - -50' A a, a, n 16 --L-- y C-) (D 6 C� N O) + cp O co v; cn M tD r e7+ 4gOFESS10,y :1Vo�ggT E. S <, y� w No. 35473 9/30/15 T Q v l O xti ��4�~� F cAL 84.01' C> U-) n STD. CITY SURVEY "FT 17 +30.46 BVC FL 351.03 M O 9500 LED LJ� LO M + J M J 17 +27.18 PIVC FL 351.13 (37.56' RT.) E SIGN U m J A 3 Q _ > a- = 17 +1044 EVC FL 351.03 �� p M Oo A :7. CN + o; cn ti U r r ti to N N + ^ > 3 VER ROSS GUTTER r - -50' A a, a, n n . C-) (D 6 C� N O) + cp O co v; cn M tD r e7+ 4gOFESS10,y :1Vo�ggT E. S <, y� w No. 35473 9/30/15 T Q v l O xti ��4�~� F cAL STATIONING ON VERTICAL CURVE IS PERPENDICULAR TO CENTERLINE 17 18 84.01' ,0 ia STD. CITY SURVEY "FT 17 +30.46 BVC FL 351.03 o o 9500 LED (13.14' RT.) J + J � >- 17 +27.18 PIVC FL 351.13 (37.56' RT.) E SIGN ck= 17 +27.18 POVC FL 351.08 (37.56' RT.) A 3 Q _ > ti o = 17 +1044 EVC FL 351.03 �� O (56.13 RT.) PT RADIAL TV CEN TEA L INE ETA III N T cn ti U r r + ^ L INTERCONNECT + ^ > - STATIONING ON VERTICAL CURVE IS PERPENDICULAR TO CENTERLINE 17 18 0 W O} a ;T) �^ -j n - -r-+ n - V - u.4U4% 94.01' ----e ON CURIAE LO M 0.4067, J Li �- 1DEN11CAL -3OINT 1 - .�� , DATE Lou Qo A r No. 35473 EV.9- 30_17 ot 84.01' ,0 o STD. CITY SURVEY "FT O.C. o o 9500 LED M 22000 LED + J � + STD. CITY STREET NA E SIGN STD, CURB RAMP _ > O M O . - Um PT RADIAL TV CEN TEA L INE ETA III N T TYPE "A " CA TCH BASIN r r + ^ L INTERCONNECT + ^ > - VER ROSS GUTTER r - -50' 0 W O} a ;T) �^ -j n - -r-+ n - V - u.4U4% 94.01' ----e ON CURIAE LO M 0.4067, J Li �- 1DEN11CAL -3OINT 1 - .�� , DATE Lou Qo A r No. 35473 EV.9- 30_17 ot TRACT- S TREE J 352 351 350 _1 349 348 kM 351 350 349 __SE 2 - LEGS ,0 o STD. CITY SURVEY "FT EN T o STD. STREET LIGHT - 9500 LED STD, STREET LIGHT - 22000 LED + STD. STREET NAME SI N (METRU) + STD. CITY STREET NA E SIGN STD, CURB RAMP f DRI VE61A Y �- TRAFFIC CONTRUL SIG PT RADIAL TV CEN TEA L INE ETA III N T TYPE "A " CA TCH BASIN -�- STANDARD TRAFFIC SlG L INTERCONNECT WRING AND PULL BOXE - STANDARD RESIDENTIAL ROSS GUTTER TRACT- S TREE J 352 351 350 _1 349 348 kM 351 350 349 __SE 2 - l,y�3 P�- t -`� FLOWLINE CURVE DATA CURVE DELTA RADIUS LENGTH TANGENT 1) 90'00'00' 20.00' 31.42' 20.00' W W 90'00'00" 20.00' 31.42' 20.00' �3 90'00'00" 20.00' 31.42' 20.00' ® 90'00'00" 20.00' 31.42' 20.00' SCALE: NOTE 957 COMPACTION AT LEAST 1,0' UNDER AND EACH SIDE OF CROSS GUTTERS AND DRIVE APPROACHES HORIZ. 1 " = 50' VERT. 1 it = 2' 3 3 q q 3 3 Q Q cu O O 3 3 q q a e M J Lu; 0 d p d N " N O C7 r-Z K of p M M LO M o 6 W W Q O M cl- LO In rj J Q O W O O SEE SHEET 15 + ° U m � O + 3 3 O q O 3 3 q q 3 3 Q Q cu O O 3 3 q q a e M u Lu; W a p d N " _ C7 r-Z K o6 0 p N W M LO M o 6 cu O O W W cu c+ LO In rj J � W � Of CD W O MO +m Jp U m � 8 1 80 coVLv U-) W U q q � "' 1 SEE SHEET 18 ZS u Lu; LU I u cu N � � m o M cu � W cu c+ 10 12011 1101 � 5 41 82CD � 8 1 80 CD 79 78���y��5� CO 77 76 CD X75 74 � � c) 5 5 O N O ocif Q 348 o6 N 1— � � O +-- o ��_� 66 349 r o � p�2 I I � n + U- m 347 J � w O (�j .._... -_._ m J 0 W 0 O 1 � C9 �.. O ;n O o 346 — - -- - 18° S.O. '6' DW _ d _ - � 10+00.00 Io g o 62832 4L`. ° L _ 1:9' SEWER -� -- - - LO _ 4 0 12' WIDE CROSS GUTTER PER C.O.B. STD. ST 11 S 89'00'45° E 12 p 13 628Q31 14 ONST4 5Y B" SIDE & GUTTER 15 S 89'00'45" E 16 16 +57.15 _ 26' D -9 N L -_ - - - � O � O 3 q 3 q 3 q R/W I I I I 3 Q 3 O 3 Q s I �'.N p;- rs _ �6' D 3 26 25� 24� X23 2231 "1321 20 X19 18� N 68 �9 i � 5. 10 -�5 201 20 10 ° M `� `° �' �' N q q �' N �' 10 20 SiZO 10 �, ZS SEE SHEET 15 * J V M J U- m p M � C.7 W Q lJi M � W F m W =� M a- CO X— Q m O d O~ O N O ocif Q 348 o6 N 1— N O +-- o 349 10 o NOTE: CONSTRUCT STREET SECTION PER TYPICAL LOCAL STREET SECTION ON SHEET 2 03V A I Alff� l J t G 11 12 350 SEE SHEET 18 J U- m p m�CD Q r-�u 349 C.0 '^'� W CO U CRS TTER 350 M s did' 348 -------- ---------- 349 p�2 U- m 347 J � 348 .._... -_._ m J Y. W � C9 �.. O Im 346 - � �- Io g 346 _ + O -� 350 SEE SHEET 18 J U- m p m�CD Q r-�u 349 C.0 '^'� W CO U CRS TTER M s did' 348 -------- ---------- U- m 347 .._... -_._ Y. W �.. O N O 346 - � �- _ + O PHASE 13 M m SEE SHEET 18 J U- m p m�CD Q r-�u C.0 '^'� W CO U 1 14 15 EX.I GROUND 9 CL - - - 0.222X :- - � — -- - -- - - -- 567.15' � - - -- __ s-O O UTH FLWLIN. 16 3142 --! 'm: LO W m J � W uj 42 O.C. LQ cc + 17 IE:3 4gOFESSIp`, E. S. CID w No. 35473 m `may 9/30/15 T CIV1L ��� CF C ALI�O� ROBERT E. SMITH RCE 35.473 DATE LEGEND- o S TD, CITY SURVEY MONUMENT 4 STD, STREET LIGHT - 9500 LED STD, STREET LIGHT - 22000 LE, STD, STREET NAME SIGN (METRO + STD, Cl T Y STREET NAME SIGN STD, CURB RAMP C DRI VEWA Y TRAFFIC CONTRHL SIGN PT RADIAL TV CENTERLINE STA T TYPE A" CATCH BASIN STANDARD TRAFFIC SIGNAL INTERC( WIRING AND PULL BOXES STANDARD RESIDENTIAL CROSS GU) T ..J 348 347 346 Snit Te h *USA �N - -� -fly - ©FtATD - -PHA SE 1 c'R i- - - - - -- SHEET 04 OF 52 HEETS FLOWLINE CURVE DATA CURVE DELTA RADIUS LENGTH TANGENT 1� 128'01'33' 42.00' 93.85' 86.16' �2 13'05'14' 35.00' 7.99' 4.01' 03 44'24'55' 35.00' 27.13' 14.29' 4) 134'24'55' 42.00' 98.53' 99.95' (3 ) 1342455' 42.00' 98.53' 99.95' 1) 44'24'55' 35.00' 27.13' 14.29' 07 90'00'00' 20.00' 31.42' 20.00' 4) 90'00'00' 20.00' 31.42' 20.00' (9 90'00'00' 20.00' 31.42' 20.00' ®0 90'00'00' 20.00' 31.42' 20.00' 11 62'5752' 35.00' 38.46' 21 43' © 128'01'33' 42.00' a�i J 352 351 350 349 348 � 352 351 350 349; I 348 cl 93.85' 86.16' w cn CD X 9 +66. 25 C 26' DY (33. 75' RE L" S 52'20'56" E 9+58.54 EVC FL 350.67 (13.30' RT.) 9 +61.92 PIVC FL 350.78 (37.71' RT.) 9 +61.92 POVC FL 350.73 (37.71' RT.) 9 +66, 25 C 26' DW (33. 75' RT. ) N 5415'11" E 9 +78.40 BVC FL 350.67 (56.02' RT.) SCALE: HORIZ. 1 " = 50' VE R T. 1 " = 2' +0.423% IDENTI POINT H J J rn o � 4gOFESSIpN 0 Mo Ili o p"p cz,0 n�R� E 00 M M M M O A OD '' C 3 3 a 3 0` ,� ; �' w No. 35473 ` C-) q ° �`' q q r' q U Q �y 9/30/15 1`° W O J m CL 7 T C-) �r ° a U � � U `` -w ri o ri a a (J _j X c� X C9 c° Z + q q o o q q o A q ° o q q o 0 0 + q + W CIVIL o4�ti + ° co :o �+ � o o IR 4 8 OF CALF O cti cv + cL cL cv c u + cL cu r- O CD o 3� 34CD �35 364a5'is537 38C) CD89'40CD `D/ 4� 44`� 45� 47� QQ 0 0 0 0 4 1 4 2~ 15 5' 15 5' o o �j 4 6� 15 5' R TYP. TYP. V � �, TYP. TYP. I �L + I I � o I I I CD + + + ° I �j R/W 18 +59.80 BVC FL 351.30 ® (23.55' LT.) 2 - - -- 12' WIDE CR SS GUTTER -- ' c[WFP 2" SE�t�a O L - - - - Aft PER G 0.8. SID. ST -9 _�4 O 12' WIDE CROSS GUTTER � 6" SEWER _ -� _T- - - -- u PER C .B. SID. ST -9 �; - - 18 +67.03 PIVC FL 351.40 c 1QyL000 t S 0059'15" W 11 WITH 4.5 COMB. SIDEWALK -TYP. 12 0 13 0 15 O 16 16 +46.07 17 0 18 el coo 18 +67.03 POVC FL 351.38 00 N p 11 CONST TYPE "B" CURB & GUTTER FL N 6233 FL N 62835 0 ® FL N - - - - - 6`L N - - - -- - - -- 1c, 1 W g V Y20�`S R/W o 3 R/W oq R/W W 18 +5980 EVC FL 351.30 CD 30 2911�y15'1 28 27 c cn 5 0 (23.55 RT.) 2 6 9 4 9 3 ^ r 3 �l/ ! 20 520 ;10 � c:, ci' � N ° 10 20 5 CD z 1 L � N ti Rai Os O� p 3 q o �� + Cis Q >j + 11) O d M M N M� u') ' cu q z 3 1 N o Z v SEE SHEET 14 � o SEE SHEET 16 J O N M ul U- N n r7 L- m m O Cr � a co tJ0 O J m C 7 W m Cm.5 i- C 7 p W ii p cu LO J c" rr CL m o C) Z� U - o M a! W Q CD CD W O m CG CV O C' C� CO �h Co O O c+D O M CL W + + N c0 �,_ + + + , Ln �2 co F U n CEO M O w + a; + oil O r7 M NV TE 957 COMPACTION AT LEAST 1.0' UNDER AND EACH SIDE OF CROSS GUTTERS AND DRIVE APPROACHES 10 11 12 W NOTE: CONSTRUCT STREET SECTION PER TYPICAL LOCAL STREET SECTION ON SHEET 2 ITA PA Ij H WAY PffA S-F 13 14 15 LEGEND. -0 42= 93.84' ON CUR - STD, CITY SURVEY M)NUME 42,3X -- -f STD, STREET LIGHT - 9500 - STD, STREET LIGHT - 2200 LED M STD, STREET NAME SIGN <M TRO) �O n M C) J) STD, CURB RAMP I.L JJ f DRI VEWA Y - -- -- TRAFFIC CONTROL SIGN 0 C U O TATION 'r - n m STANDARD TRAFFIC SIGNAL INJERCONNECT, M NV TE 957 COMPACTION AT LEAST 1.0' UNDER AND EACH SIDE OF CROSS GUTTERS AND DRIVE APPROACHES 10 11 12 W NOTE: CONSTRUCT STREET SECTION PER TYPICAL LOCAL STREET SECTION ON SHEET 2 ITA PA Ij H WAY PffA S-F 13 14 15 16 17 18 19 20 20.00 J lL X T Co 0 + co N cp- 20.40'^ $5.0T �' NO M If a 1� y � O CO o 27.13' 0!_ $£: O LO - A LJi s c n 27.1 -- - ON CURVE r° - ;zT� - U j o m- a O O M O) f� I'- Li ON WRYL Ln __ J L.� POINT A25.-6W ON CURVE ROBERT E. SMITH RCI 35473 A 2 No. 35473 Exp. 9 -30 -17 OIV11- `y� T�OFCAUF _ LEGEND. o STD, CITY SURVEY M)NUME 42,3X -- - STD, STREET LIGHT - 9500 LED STD, STREET LIGHT - 2200 LED STD, STREET NAME SIGN <M TRO) _ 101.83 STD, CITY STREET NAME SI N J) STD, CURB RAMP _ X93.84' f DRI VEWA Y - -- -- TRAFFIC CONTROL SIGN 0 - TATION 'r - O STANDARD TRAFFIC SIGNAL INJERCONNECT, - - STANDARD RESIDENTIAL CROSSI N 1 -© M �� M J 20.40' -- C. a�i J -- - L W U -) m r7 + La i Le C 7 - m - cz, + + + � -- r- - -- wm - - -- _- __ o o ' RMAL . _ cq .- 0 v _ 0_ 16 17 18 19 20 20.00 J lL X T Co 0 + co N cp- 20.40'^ $5.0T �' NO M If a 1� y � O CO o 27.13' 0!_ $£: O LO - A LJi s c n 27.1 -- - ON CURVE r° - ;zT� - U j o m- a O O M O) f� I'- Li ON WRYL Ln __ J L.� POINT A25.-6W ON CURVE ROBERT E. SMITH RCI 35473 A 2 No. 35473 Exp. 9 -30 -17 OIV11- `y� T�OFCAUF _ k�� - 351 - - - -- - =_- - -- 350 i 349 - 348 352 351 350 � -.349 - -- - -- - -- - 348 mithT ch_ N C O R 0 R A T D SHEET 15 OF 52 'SHEETS LEGEND. o STD, CITY SURVEY M)NUME T o STD, STREET LIGHT - 9500 LED STD, STREET LIGHT - 2200 LED STD, STREET NAME SIGN <M TRO) + STD, CITY STREET NAME SI N J) STD, CURB RAMP f DRI VEWA Y TRAFFIC CONTROL SIGN PT. RADIAL TO CENTERLINE TATION 'r TYPE "A" CATCH BASIN -p- STANDARD TRAFFIC SIGNAL INJERCONNECT, WIRING AND PULL BOXES - STANDARD RESIDENTIAL CROSSI GUTTER k�� - 351 - - - -- - =_- - -- 350 i 349 - 348 352 351 350 � -.349 - -- - -- - -- - 348 mithT ch_ N C O R 0 R A T D SHEET 15 OF 52 'SHEETS FLOWLINE CURVE DATA CURVE DELTA RADIUS LENGTH TANGENT 1� 90'00'00" 20.00' 31.42' 20.00' T2 90'00'00" 20.00' 31.42' 20.00' �3 90'00'00" 20.00' 31.42' 20.00' ® 90'00'00" 20.00' 31.42' 20.00' �5 90ro0'00" 20.00' 31.42' 20.00' © 90'00'00" 20.00' 31.42' 20.00' J N 4gJESSION E• Al LO J J J ti ' J >- M ^ ° o ° �, ° w No. 35413 ROBERT E. SMITH RC 35473 DATE Q ^o ° ' ° ¢ N n M 9/30/1`} � r,0 CO ° M r'l) N N �� Q �µCJJ J O J J M Cl J ur7 `O "O T T L U) I. u- Z M li C am° M M O tIi Q x n � " m m � z '� U- U- �9��, C 1 V I L C\ ° o' - ' o- L- m o' z W w m W N' CAL1v ° Q c)a w M � ° w L) gym _ m 0°0 O O O O� 7 U O rM � J LO U U SEE SHEET 15 N 0 o � w SEE SHEET 17 mo ° r; 3 V) o ,`�; SEE SHEET 18 CD c� cn NOTE 10 20 20 10 O ° T ^ 10 120 !20 10 + M ° C3 �� ° + 10 201 20 10 5 .- 5 5' 26' DW O y 957 COMPACTION AT LEAST 1,0' UNDER AND EACH I rr 5 1 2 Q SIDE 7F CROSS GUTTERS AND DRIVE APPROACHES `r 4 ! 7 8 No. 35473 ' 1 ! 6 1 Exp. 9-30-17 C 26' DW , - - O lW /W OF �rp4 12' WIDE CROSS GUTTER L - - -- O J Z O - L -- - - t °" 5.0 °o a CAL 26' DW PER C.O.B. STD. ST -9 6" SEWER N 6283+ 19,2 ± 8" SEWF= N _ 62 Ln 10+00.00 �� O 12 S 89'00'45" E 13 — 14 O 15 WITS 4.5 COMB. SIDEWALK -TYP. 16 4 N � N CURB & GUTTER - - - CONST TYPE " 3 - -- - - - - fE 26' DW 5 Co 7r 1 I R/W 3 3 co I 5N rr 9511 96 97� 98 99� �100101ifir 0�� X103 G 4 4 `° 6 3 � 3 3 � � � C� 3 3 � N q q A q tC 5 10 20 20 0 0 o N o o 5 N � � N N � � 10120 20 10 L EG II SEE SHEET 15 0 0 C3' `� ul SEE SHEET 18 LO M o " o STD, CITY SURVEY NUMENT i_ J J Ol O m v ~ r'') Q '� + " J STD, STREET LIGHT 9500 LED � ° `L " STD, STREET LIGHT 22000 LED STD, STREET NAME GN (METRO) CL ° ° m + STD. CITY STREET NAME SIGN LO O J LLJ � � E TD, CURB RAMP °° + W + v DRIVE WA Y NOTE. CONSTRUCT STREET SECTION PER TYPE "A" `° a TRAFFIC CONTROL SR N LOCAL STREET SECTION ON SHEET 2 PT RADIAL TO CENT LINE STATION T TYPE "A" CATCH BASI STANDARD SCALE: HORIZ. 1 = 50' -Cr WIRING ANDTPULLI BOX AL INTERCONNECT VERT. 1 » = 29 STANDARD RESIDENTIAL CROSS GUTTER PHASJ7 10 11 12 13 14 15 16 17 CN I "u) .4 cp M � O W - -_O U °; G 352 Ln C4 _351 _ - M ' = +0. x 351 wMam Q.6 212.Op' I O.C' i O.C. 275.15 + 350 - - -- - - -- --- - - - -- - - - -- - =- QSS1 -� -� - - - -- - - -- - -- - - - - - -- ; 1 7r�o I - 350 - ---- -� -- , T - - - - -- - - __ rte-_ LO o co O o C3 v 349 M ,� -- - . m - M 349 I J • J - - LJi - - - - - -- - - - - - - - - -- -_ Q - - - -3- U GV O � -� -- 5- O O + p 1n __j o 352 351 +0.2= 2= 1 351 250.00' i N -- -J -- 327.15 � 350 �_� _ - - = -- - -_ - -- - - -- - - ---- - - - - -- -- 42 � 31 349 -- -x. -GR - - -- - O .-- _ - - - -- m O k� -Smith TRAC T No. - 73 PH - - - - S- EE-T- Pftt & PR!9FX - - -; HONE W DRIW { SHEET 16 F 52 SHE�TS + I (I I., u� V f k I -I 353 352 351 350 353 352 351 350 1 1411 11490 FLOWLINE CURVE DATA CURVE DELTA RADIUS LENGTH TANGENT 1T 90'00'00" 20.00' 31.42' 20.00' �2 90'00'00" 20.00' 31.42' 20.00' �3 90'00'00" 20.00' 31.42' 20.00' ® 90'00'00" 20.00' 31.42' 20.00' SCALE: H ORI Z. 1 " = 50' VE R T. 1 is = 2' SEE SHEET 16 ° `�' �' o Ci SEE SHEET 19 M m � r- O M M C9 06 c, rn % lvk y 353 352 351 350 349 353 JUL 351 350 349 IN FLOWLINE CURVE DATA CURVE DELTA RADIUS LENGTH TANGENT 1T 2225'35" 35.00' 13.70' 6.94' 42 134'51'11" 84.00' 197.70' 202.06' ( 90'00'00" 35.00' 54.98' 35.00' ® 2225'35" 35.00' 13.70' 6.94' 5 90'00'00" 20.00' 31.42' 20.00' © 90'00'00" 20.00' 31.42' 20.00' �7 44'24'55" 35.00' 27.13' 14.29' ® 4474'55" 35.00' 27.13' 14.29' 09 134'24'55" 42.00' 98.53' 99.95' 134'2455" 42.00' 98.53' 99.95' SCALE: HORIZ. 1" = 50' VERT. 1 It = 2' 9 +80.00 BC GB FL 350.98 (100.40' LT.) 9 +77.35 PRC FL 351.01 (87.05' LT.) 26' DW S 68'05'16" E 6 M C.3 U SEE SHEET 20 o E I U O 10 20 20 10 0 � A A ° 10120 + ► 5 N o c`OU cu O + O 3 3 q q lf� lf) � i0 of o % % % % ± + n 2 � 2 3 2 2 115' 15.5' 2 1 O �, � o I rrn o + j � \ o I I 1A 8, cL cU cL O � 10 1 197.70' co 13.70' - ON CURVE J m L.� U' U; C` m U-) M O 3 3 O q c 20� X19 o R/W 2 LO LN N M � J M u- J m u- U U U M a cD O q r � C�j c cl Lu ,,1D � ��� 1 8 co N�o r4-) N (n cn r2 ■ CL Q D O m 62840 O L o 1 n I-- 6 SEWER C14 C4 03 S 89'00'45" E 4 11 WITH 4.5 COMB. SIDEWALK -TYP. 12 p pO O 14 S 89'00'45" E �stX O CONST. TYPE "B" CURB &GUTTER L C'4 6 39 O�x0O' vt� L 0- '� 'n 155 155 a � �� 1 1 1 2 1 3 Np� 4 oo LO °� 1 O Q q n0 10 20 520 NN z155'1�5) � N z v c�v � Cu rl M "I T1P TYP �' � M �' "' SEE SHEET 17 o J Q �Z n J O u- W a m pry m uj M c7 c �� � C5 ck� T QQ I'D CL Q-0 U W C1 LJ� J W U Ln 2 2 a✓ 7 LA- ° m co CD cu O� � Q- °° ® m �Q m O O O O 7 'd N �- + v ° U U + Z Z w t°O W m d + + 04 O O 00 N N M ON CURVE LL- J J a W d � m NOTE: CONSTRUCT STREET SECTION PER TYPE "A" LOCAL STREET SECTION ON SHEET 2 t l I! I 1 PHA SE 3 X. GROUN 0 CL - - +0.2059G - 356. 27'--------- - - - --Y -- -- - - -- _. - -- -- - -- - - -- EX, GROUND C 159.6 0 0 0 0 Q x o.x- - - - 3 - a, - 3�- cl 1 M JJ J Ii I ta� W m - U 0: Ile U U U _ W uj en p O O $ O IR ♦ + M 71.27' [TH F-10KI-NiE 14 15 14 +99.93 BVC FL 352.56 (23.55' LT.) 15 +07.15 PIVC FL 352.66 15 +07.15 POW FL 352.61 14 +99.93 EVC FL 352.56 (23.55' RT.) Ire -0. 125 ON G - cp - 0 C N CV cG � O.C. N Ln nj M M tJi r7 u- U U Ln - U m Op Ln to LO cl- -- U of ^ T J r-1_ _ LO 50' VERTICAL CARVE _ 98.53' Zi> 12° 27.2 ON N co � .._- ON C e%i ' O.C. N t[1 n- M M W re) u- - - - -_ ... - -- > EU cn - m W d O CL - - -- M to T � � 50' VERTICAL i1CURVE - L2 J Li E . S Al w No. 35473 m 9/30/15 CIVIL ��� OF C ALI��¢ ROBERT E. SMITH RCE 35 73 DATE s No. 35473 Exp. 9-30-17 f L EGEND. o STD, CITY SURVEY MONUMENT STD, STREET LIGHT - 9500 LED STD, STREET LIGHT - 22000 LED + STD. STREET NAME SIGN (METRU) -f- STD, Cl T Y STREET NAME SIGN STD, CURB RAMP f DRIVEWAY -:- TRAFFIC CONTROL SIGN PT RADIAL TO CENTERLINE STATION -r TYPE "A " CA TCH BASIN - STANDARD TRAFFIC SIGNAL INTERCONNECT WIRING AND PULL BOXES STANDARD RESIDENTIAL CROSS GUTTER 353 352 351 j 3_50_ 349 353 352 351 350 349 N L .&LL V.&A A V is V N L A T E D - Aln 1 R PHA -SE- STRET- A PRf3FfEE BLUEBER Y AVENUE - SHEET 19 OF 52 SHEETS . I &k ?] -` J Z ` `n Ln �M m U U L Lo 1 M �m Ck:: CL 10 20 20 10 0 � A A ° 10120 + ► 5 N o c`OU cu O + O 3 3 q q lf� lf) � i0 of o % % % % ± + n 2 � 2 3 2 2 115' 15.5' 2 1 O �, � o I rrn o + j � \ o I I 1A 8, cL cU cL O � 10 1 197.70' co 13.70' - ON CURVE J m L.� U' U; C` m U-) M O 3 3 O q c 20� X19 o R/W 2 LO LN N M � J M u- J m u- U U U M a cD O q r � C�j c cl Lu ,,1D � ��� 1 8 co N�o r4-) N (n cn r2 ■ CL Q D O m 62840 O L o 1 n I-- 6 SEWER C14 C4 03 S 89'00'45" E 4 11 WITH 4.5 COMB. SIDEWALK -TYP. 12 p pO O 14 S 89'00'45" E �stX O CONST. TYPE "B" CURB &GUTTER L C'4 6 39 O�x0O' vt� L 0- '� 'n 155 155 a � �� 1 1 1 2 1 3 Np� 4 oo LO °� 1 O Q q n0 10 20 520 NN z155'1�5) � N z v c�v � Cu rl M "I T1P TYP �' � M �' "' SEE SHEET 17 o J Q �Z n J O u- W a m pry m uj M c7 c �� � C5 ck� T QQ I'D CL Q-0 U W C1 LJ� J W U Ln 2 2 a✓ 7 LA- ° m co CD cu O� � Q- °° ® m �Q m O O O O 7 'd N �- + v ° U U + Z Z w t°O W m d + + 04 O O 00 N N M ON CURVE LL- J J a W d � m NOTE: CONSTRUCT STREET SECTION PER TYPE "A" LOCAL STREET SECTION ON SHEET 2 t l I! I 1 PHA SE 3 X. GROUN 0 CL - - +0.2059G - 356. 27'--------- - - - --Y -- -- - - -- _. - -- -- - -- - - -- EX, GROUND C 159.6 0 0 0 0 Q x o.x- - - - 3 - a, - 3�- cl 1 M JJ J Ii I ta� W m - U 0: Ile U U U _ W uj en p O O $ O IR ♦ + M 71.27' [TH F-10KI-NiE 14 15 14 +99.93 BVC FL 352.56 (23.55' LT.) 15 +07.15 PIVC FL 352.66 15 +07.15 POW FL 352.61 14 +99.93 EVC FL 352.56 (23.55' RT.) Ire -0. 125 ON G - cp - 0 C N CV cG � O.C. N Ln nj M M tJi r7 u- U U Ln - U m Op Ln to LO cl- -- U of ^ T J r-1_ _ LO 50' VERTICAL CARVE _ 98.53' Zi> 12° 27.2 ON N co � .._- ON C e%i ' O.C. N t[1 n- M M W re) u- - - - -_ ... - -- > EU cn - m W d O CL - - -- M to T � � 50' VERTICAL i1CURVE - L2 J Li E . S Al w No. 35473 m 9/30/15 CIVIL ��� OF C ALI��¢ ROBERT E. SMITH RCE 35 73 DATE s No. 35473 Exp. 9-30-17 f L EGEND. o STD, CITY SURVEY MONUMENT STD, STREET LIGHT - 9500 LED STD, STREET LIGHT - 22000 LED + STD. STREET NAME SIGN (METRU) -f- STD, Cl T Y STREET NAME SIGN STD, CURB RAMP f DRIVEWAY -:- TRAFFIC CONTROL SIGN PT RADIAL TO CENTERLINE STATION -r TYPE "A " CA TCH BASIN - STANDARD TRAFFIC SIGNAL INTERCONNECT WIRING AND PULL BOXES STANDARD RESIDENTIAL CROSS GUTTER 353 352 351 j 3_50_ 349 353 352 351 350 349 N L .&LL V.&A A V is V N L A T E D - Aln 1 R PHA -SE- STRET- A PRf3FfEE BLUEBER Y AVENUE - SHEET 19 OF 52 SHEETS . I &k ?] -` 1A 8, cL cU cL O � 10 1 197.70' co 13.70' - ON CURVE J m L.� U' U; C` m U-) M O 3 3 O q c 20� X19 o R/W 2 LO LN N M � J M u- J m u- U U U M a cD O q r � C�j c cl Lu ,,1D � ��� 1 8 co N�o r4-) N (n cn r2 ■ CL Q D O m 62840 O L o 1 n I-- 6 SEWER C14 C4 03 S 89'00'45" E 4 11 WITH 4.5 COMB. SIDEWALK -TYP. 12 p pO O 14 S 89'00'45" E �stX O CONST. TYPE "B" CURB &GUTTER L C'4 6 39 O�x0O' vt� L 0- '� 'n 155 155 a � �� 1 1 1 2 1 3 Np� 4 oo LO °� 1 O Q q n0 10 20 520 NN z155'1�5) � N z v c�v � Cu rl M "I T1P TYP �' � M �' "' SEE SHEET 17 o J Q �Z n J O u- W a m pry m uj M c7 c �� � C5 ck� T QQ I'D CL Q-0 U W C1 LJ� J W U Ln 2 2 a✓ 7 LA- ° m co CD cu O� � Q- °° ® m �Q m O O O O 7 'd N �- + v ° U U + Z Z w t°O W m d + + 04 O O 00 N N M ON CURVE LL- J J a W d � m NOTE: CONSTRUCT STREET SECTION PER TYPE "A" LOCAL STREET SECTION ON SHEET 2 t l I! I 1 PHA SE 3 X. GROUN 0 CL - - +0.2059G - 356. 27'--------- - - - --Y -- -- - - -- _. - -- -- - -- - - -- EX, GROUND C 159.6 0 0 0 0 Q x o.x- - - - 3 - a, - 3�- cl 1 M JJ J Ii I ta� W m - U 0: Ile U U U _ W uj en p O O $ O IR ♦ + M 71.27' [TH F-10KI-NiE 14 15 14 +99.93 BVC FL 352.56 (23.55' LT.) 15 +07.15 PIVC FL 352.66 15 +07.15 POW FL 352.61 14 +99.93 EVC FL 352.56 (23.55' RT.) Ire -0. 125 ON G - cp - 0 C N CV cG � O.C. N Ln nj M M tJi r7 u- U U Ln - U m Op Ln to LO cl- -- U of ^ T J r-1_ _ LO 50' VERTICAL CARVE _ 98.53' Zi> 12° 27.2 ON N co � .._- ON C e%i ' O.C. N t[1 n- M M W re) u- - - - -_ ... - -- > EU cn - m W d O CL - - -- M to T � � 50' VERTICAL i1CURVE - L2 J Li E . S Al w No. 35473 m 9/30/15 CIVIL ��� OF C ALI��¢ ROBERT E. SMITH RCE 35 73 DATE s No. 35473 Exp. 9-30-17 f L EGEND. o STD, CITY SURVEY MONUMENT STD, STREET LIGHT - 9500 LED STD, STREET LIGHT - 22000 LED + STD. STREET NAME SIGN (METRU) -f- STD, Cl T Y STREET NAME SIGN STD, CURB RAMP f DRIVEWAY -:- TRAFFIC CONTROL SIGN PT RADIAL TO CENTERLINE STATION -r TYPE "A " CA TCH BASIN - STANDARD TRAFFIC SIGNAL INTERCONNECT WIRING AND PULL BOXES STANDARD RESIDENTIAL CROSS GUTTER 353 352 351 j 3_50_ 349 353 352 351 350 349 N L .&LL V.&A A V is V N L A T E D - Aln 1 R PHA -SE- STRET- A PRf3FfEE BLUEBER Y AVENUE - SHEET 19 OF 52 SHEETS . I &k ?] -` r4-) N (n cn r2 ■ CL Q D O m 62840 O L o 1 n I-- 6 SEWER C14 C4 03 S 89'00'45" E 4 11 WITH 4.5 COMB. SIDEWALK -TYP. 12 p pO O 14 S 89'00'45" E �stX O CONST. TYPE "B" CURB &GUTTER L C'4 6 39 O�x0O' vt� L 0- '� 'n 155 155 a � �� 1 1 1 2 1 3 Np� 4 oo LO °� 1 O Q q n0 10 20 520 NN z155'1�5) � N z v c�v � Cu rl M "I T1P TYP �' � M �' "' SEE SHEET 17 o J Q �Z n J O u- W a m pry m uj M c7 c �� � C5 ck� T QQ I'D CL Q-0 U W C1 LJ� J W U Ln 2 2 a✓ 7 LA- ° m co CD cu O� � Q- °° ® m �Q m O O O O 7 'd N �- + v ° U U + Z Z w t°O W m d + + 04 O O 00 N N M ON CURVE LL- J J a W d � m NOTE: CONSTRUCT STREET SECTION PER TYPE "A" LOCAL STREET SECTION ON SHEET 2 t l I! I 1 PHA SE 3 X. GROUN 0 CL - - +0.2059G - 356. 27'--------- - - - --Y -- -- - - -- _. - -- -- - -- - - -- EX, GROUND C 159.6 0 0 0 0 Q x o.x- - - - 3 - a, - 3�- cl 1 M JJ J Ii I ta� W m - U 0: Ile U U U _ W uj en p O O $ O IR ♦ + M 71.27' [TH F-10KI-NiE 14 15 14 +99.93 BVC FL 352.56 (23.55' LT.) 15 +07.15 PIVC FL 352.66 15 +07.15 POW FL 352.61 14 +99.93 EVC FL 352.56 (23.55' RT.) Ire -0. 125 ON G - cp - 0 C N CV cG � O.C. N Ln nj M M tJi r7 u- U U Ln - U m Op Ln to LO cl- -- U of ^ T J r-1_ _ LO 50' VERTICAL CARVE _ 98.53' Zi> 12° 27.2 ON N co � .._- ON C e%i ' O.C. N t[1 n- M M W re) u- - - - -_ ... - -- > EU cn - m W d O CL - - -- M to T � � 50' VERTICAL i1CURVE - L2 J Li E . S Al w No. 35473 m 9/30/15 CIVIL ��� OF C ALI��¢ ROBERT E. SMITH RCE 35 73 DATE s No. 35473 Exp. 9-30-17 f L EGEND. o STD, CITY SURVEY MONUMENT STD, STREET LIGHT - 9500 LED STD, STREET LIGHT - 22000 LED + STD. STREET NAME SIGN (METRU) -f- STD, Cl T Y STREET NAME SIGN STD, CURB RAMP f DRIVEWAY -:- TRAFFIC CONTROL SIGN PT RADIAL TO CENTERLINE STATION -r TYPE "A " CA TCH BASIN - STANDARD TRAFFIC SIGNAL INTERCONNECT WIRING AND PULL BOXES STANDARD RESIDENTIAL CROSS GUTTER 353 352 351 j 3_50_ 349 353 352 351 350 349 N L .&LL V.&A A V is V N L A T E D - Aln 1 R PHA -SE- STRET- A PRf3FfEE BLUEBER Y AVENUE - SHEET 19 OF 52 SHEETS . I &k ?] -` ON CURVE LL- J J a W d � m NOTE: CONSTRUCT STREET SECTION PER TYPE "A" LOCAL STREET SECTION ON SHEET 2 t l I! I 1 PHA SE 3 X. GROUN 0 CL - - +0.2059G - 356. 27'--------- - - - --Y -- -- - - -- _. - -- -- - -- - - -- EX, GROUND C 159.6 0 0 0 0 Q x o.x- - - - 3 - a, - 3�- cl 1 M JJ J Ii I ta� W m - U 0: Ile U U U _ W uj en p O O $ O IR ♦ + M 71.27' [TH F-10KI-NiE 14 15 14 +99.93 BVC FL 352.56 (23.55' LT.) 15 +07.15 PIVC FL 352.66 15 +07.15 POW FL 352.61 14 +99.93 EVC FL 352.56 (23.55' RT.) Ire -0. 125 ON G - cp - 0 C N CV cG � O.C. N Ln nj M M tJi r7 u- U U Ln - U m Op Ln to LO cl- -- U of ^ T J r-1_ _ LO 50' VERTICAL CARVE _ 98.53' Zi> 12° 27.2 ON N co � .._- ON C e%i ' O.C. N t[1 n- M M W re) u- - - - -_ ... - -- > EU cn - m W d O CL - - -- M to T � � 50' VERTICAL i1CURVE - L2 J Li E . S Al w No. 35473 m 9/30/15 CIVIL ��� OF C ALI��¢ ROBERT E. SMITH RCE 35 73 DATE s No. 35473 Exp. 9-30-17 f L EGEND. o STD, CITY SURVEY MONUMENT STD, STREET LIGHT - 9500 LED STD, STREET LIGHT - 22000 LED + STD. STREET NAME SIGN (METRU) -f- STD, Cl T Y STREET NAME SIGN STD, CURB RAMP f DRIVEWAY -:- TRAFFIC CONTROL SIGN PT RADIAL TO CENTERLINE STATION -r TYPE "A " CA TCH BASIN - STANDARD TRAFFIC SIGNAL INTERCONNECT WIRING AND PULL BOXES STANDARD RESIDENTIAL CROSS GUTTER 353 352 351 j 3_50_ 349 353 352 351 350 349 N L .&LL V.&A A V is V N L A T E D - Aln 1 R PHA -SE- STRET- A PRf3FfEE BLUEBER Y AVENUE - SHEET 19 OF 52 SHEETS . I &k ?] -` NOTE: CONSTRUCT STREET SECTION PER TYPE "A" LOCAL STREET SECTION ON SHEET 2 t l I! I 1 PHA SE 3 X. GROUN 0 CL - - +0.2059G - 356. 27'--------- - - - --Y -- -- - - -- _. - -- -- - -- - - -- EX, GROUND C 159.6 0 0 0 0 Q x o.x- - - - 3 - a, - 3�- cl 1 M JJ J Ii I ta� W m - U 0: Ile U U U _ W uj en p O O $ O IR ♦ + M 71.27' [TH F-10KI-NiE 14 15 14 +99.93 BVC FL 352.56 (23.55' LT.) 15 +07.15 PIVC FL 352.66 15 +07.15 POW FL 352.61 14 +99.93 EVC FL 352.56 (23.55' RT.) Ire -0. 125 ON G - cp - 0 C N CV cG � O.C. N Ln nj M M tJi r7 u- U U Ln - U m Op Ln to LO cl- -- U of ^ T J r-1_ _ LO 50' VERTICAL CARVE _ 98.53' Zi> 12° 27.2 ON N co � .._- ON C e%i ' O.C. N t[1 n- M M W re) u- - - - -_ ... - -- > EU cn - m W d O CL - - -- M to T � � 50' VERTICAL i1CURVE - L2 J Li E . S Al w No. 35473 m 9/30/15 CIVIL ��� OF C ALI��¢ ROBERT E. SMITH RCE 35 73 DATE s No. 35473 Exp. 9-30-17 f L EGEND. o STD, CITY SURVEY MONUMENT STD, STREET LIGHT - 9500 LED STD, STREET LIGHT - 22000 LED + STD. STREET NAME SIGN (METRU) -f- STD, Cl T Y STREET NAME SIGN STD, CURB RAMP f DRIVEWAY -:- TRAFFIC CONTROL SIGN PT RADIAL TO CENTERLINE STATION -r TYPE "A " CA TCH BASIN - STANDARD TRAFFIC SIGNAL INTERCONNECT WIRING AND PULL BOXES STANDARD RESIDENTIAL CROSS GUTTER 353 352 351 j 3_50_ 349 353 352 351 350 349 N L .&LL V.&A A V is V N L A T E D - Aln 1 R PHA -SE- STRET- A PRf3FfEE BLUEBER Y AVENUE - SHEET 19 OF 52 SHEETS . I &k ?] -` L2 J Li E . S Al w No. 35473 m 9/30/15 CIVIL ��� OF C ALI��¢ ROBERT E. SMITH RCE 35 73 DATE s No. 35473 Exp. 9-30-17 f L EGEND. o STD, CITY SURVEY MONUMENT STD, STREET LIGHT - 9500 LED STD, STREET LIGHT - 22000 LED + STD. STREET NAME SIGN (METRU) -f- STD, Cl T Y STREET NAME SIGN STD, CURB RAMP f DRIVEWAY -:- TRAFFIC CONTROL SIGN PT RADIAL TO CENTERLINE STATION -r TYPE "A " CA TCH BASIN - STANDARD TRAFFIC SIGNAL INTERCONNECT WIRING AND PULL BOXES STANDARD RESIDENTIAL CROSS GUTTER 353 352 351 j 3_50_ 349 353 352 351 350 349 N L .&LL V.&A A V is V N L A T E D - Aln 1 R PHA -SE- STRET- A PRf3FfEE BLUEBER Y AVENUE - SHEET 19 OF 52 SHEETS . I &k ?] -` FLOWLINE CURVE DATA CURVE DELTA RADIUS LENGTH TANGENT 1Q 22'25'35" 35.00' 13.70' 6.94' �2 134'51'11" 8400' 197.70' 202.06' 3 90'00'00" 35.00' 54.98' 35.00' 4) 2225'35" 35.00' 13.70' 6.94' Q5 90'00'00" 20.00' 31.42' 20.00' © 90'00'00" 20.00' 31.42' 20.00' 7 90'00'00" 20.00' 31.42' 20.00' 8 90'00'00" 20.00' 31.42' 20.00' Q9 44'24'55" 35.00' 27.13' 14.29' 0 44'24'55" 35.00' 27.13' 14.29' 11 13424'55" 42.00' 98.53' 99.95' 1� 134'24'55" 42.00' 98.53' 99.95' SCALE: ' H ORI Z. 1 " = 50' VE R T. 1 99 = 2' J e.. m U N W 3 3 m J 3 q O U q g N} A U u) 3L� O m m V W ca J W i°, ti 00 ''� ° °O U N U m O cu I'D t6 O O a` O cL -j + m O W O M to O N c� v o o SEE SHEET 21 ° ° ° C- Q-,' + + ° 0'OFESSIONq E. SN <�Gs w No. 35473 m x 9/30/15 T CIViL OF CALZ��4 r p0 a a s O O O p) a to to M a $ A q A O O A 0 q �� �. � 'I 1S5' 115, o o w 8 7 0 01 8 6 155' !SY 8 5 �� o S M' M' 3 oN o o� TYP. M'. ti �o S, � � I + I o I + N 17 +24.78 BVC FL 351.80 8 ' I ~ 1 I /W Llw I 1 N (23.55' LT.) `o 6 7 + O WITH 4.5 COMU. EWALK -TYP. ate= O 62842 O L O 8" SEt4ER CONST. TYPE B CURB do GOITER C14 6 SEWER -� -N SE WE 26, N 24 >OX S 00'59'15" W 11 p t2 p '� 14` 15 tMTH 4.5 COMB. SIDEWALK -TYP. 16 O S 00'59'15" W g to DW 4220" E ODO O L cV 62841 -O I 00.00 N 18" S.D. L CONST. TYPE °B CURB &GUTTER N 0 00 h _ < `6' & O w (`.`! R /W JC-4� `, O -4 3 I R/W 3 3 .7J1✓ 2 w ; q q q A 3 LO � co, N 03-262 O' `r % 115 Y 1S Y I 8 M E o I '�o l.+ '� � � oo �. cv cv cv � :n ;n a 5 8a 7 9 Q Tq 8 0 8 1 0 0 oN 1 0 N c 20 5 �2 0 10 v �, � 8 3 N O + ti ti + o+ to - � � SEE SHEET 22 cD M `}' `} �' � 9 +77.35 PRC FL 351.41 (87.05 RT.) 5 M m° M� o o J __j ~ U' M Li 9 +80.00 BC FL 351.44 (100.40' RT.) 10 20 20 n o _j � C � �- � � m SEE SHEET 19 m � mo �` CD U ~ c) CL -- uj U O U Q U O m O O U W CO W m O CO C5 Lu �u O O N °O OO + + co + m ° � ca Z o ao N + J CD N ro m Q 352 351 ^ 159. 60, - 7t 13.70' LO - M 350 m 349 352 351 3,50 349 NOTE: CONSTRUCT STREET SECTION PER LOCAL STREET SECTION ON SHEET 2 PA -H- --fl U TA Y PI A CE PHASE-j 3 10 11 12 13 14 15 16 17 C o O M M X. G OUND 0 CL LO M m J li- LLi C 7 LLJ I- - - -- W g g i - 0.203% 197.70' - - - - ON CURVE o 13.70'ao -, J iiJJ l.� �e 0 CK.. - - -- m 205.00' __ � JI -•rc N 125.E ' M to __- M M J u- �- - g U i1 - m Y+� M O - J LL -1.14 . - �.G � `° O.C. _-° UQ M J - LL- m ti CD m U m W m -_ -LL O O O d --4- N I o� 03- 0 31.4 01 Q L� f � Z Z - Q U U S---jJ N ST- 1490.00 ECR GB FL 3$11.09 13' J Li CD -c) m t0 - -I - -�- U� m 27113' I Li ON CURVE \ 17 +32.00 PIVC FL 351.90 17 +32.00 POVC FL 351.85 68 17 +24.78 BVC FL 351.80 (32.55' RT.) o vs Ln LA- M U U O > >O 00 �E? M4m rl) M LL- - _ § -- U > o- ° M a a I- O S - �t N N T7 + + + U 0.4067, 125.66' 4 -CURVE--- -- `n m C7 125.66' s m CD U m ROBERT E. SMITH RCE 35 73 DATE N0.35473 Exp. 9 -30-17 CtVi1- � \Q FO t= CAEw LEGEND. o STD, CITY SURVEY MUNUMEN <- STD, STREET LIGHT - 9500 ED STD, STREET LIGHT - 22000 LED STD, STREET NAME SIGN (ME R0� + STD, CITY STREET NAME SIG S TD, CURB RAMP f DRI VEWA Y TRAFFIC CONTROL SIGN PT, RADIAL TO CENTERLINE TATION T TYPE "A" CATCH BASIN STANDARD TRAFFIC SIGNAL INT CONNECT, WIRING AND PULL BOXES STANDARD RESIDENTIAL CROSS UTTER SHEET 20 352 351 - 350 ' 349 } 352 351 � 350 349 hlkUSA j IRA - TES - -: --PHA- OG f V 52 SHEETS � I f.i- �M Psi -q a J J J J ^ Q � ^ -w m � M m p v d- C O O Os � �% C M M m O Om0 M M M U Ul Z M O O M M M M M Z Z M M V Li W O W m m M _ L V W m L U (� 9 9R 3 3 3 O M J J 3 q O U q g N} A U u) 3L� O m m V W ca J W i°, ti 00 ''� ° °O U N U m O cu I'D t6 O O a` O cL -j + m O W O M to O N c� v o o SEE SHEET 21 ° ° ° C- Q-,' + + ° 0'OFESSIONq E. SN <�Gs w No. 35473 m x 9/30/15 T CIViL OF CALZ��4 r p0 a a s O O O p) a to to M a $ A q A O O A 0 q �� �. � 'I 1S5' 115, o o w 8 7 0 01 8 6 155' !SY 8 5 �� o S M' M' 3 oN o o� TYP. M'. ti �o S, � � I + I o I + N 17 +24.78 BVC FL 351.80 8 ' I ~ 1 I /W Llw I 1 N (23.55' LT.) `o 6 7 + O WITH 4.5 COMU. EWALK -TYP. ate= O 62842 O L O 8" SEt4ER CONST. TYPE B CURB do GOITER C14 6 SEWER -� -N SE WE 26, N 24 >OX S 00'59'15" W 11 p t2 p '� 14` 15 tMTH 4.5 COMB. SIDEWALK -TYP. 16 O S 00'59'15" W g to DW 4220" E ODO O L cV 62841 -O I 00.00 N 18" S.D. L CONST. TYPE °B CURB &GUTTER N 0 00 h _ < `6' & O w (`.`! R /W JC-4� `, O -4 3 I R/W 3 3 .7J1✓ 2 w ; q q q A 3 LO � co, N 03-262 O' `r % 115 Y 1S Y I 8 M E o I '�o l.+ '� � � oo �. cv cv cv � :n ;n a 5 8a 7 9 Q Tq 8 0 8 1 0 0 oN 1 0 N c 20 5 �2 0 10 v �, � 8 3 N O + ti ti + o+ to - � � SEE SHEET 22 cD M `}' `} �' � 9 +77.35 PRC FL 351.41 (87.05 RT.) 5 M m° M� o o J __j ~ U' M Li 9 +80.00 BC FL 351.44 (100.40' RT.) 10 20 20 n o _j � C � �- � � m SEE SHEET 19 m � mo �` CD U ~ c) CL -- uj U O U Q U O m O O U W CO W m O CO C5 Lu �u O O N °O OO + + co + m ° � ca Z o ao N + J CD N ro m Q 352 351 ^ 159. 60, - 7t 13.70' LO - M 350 m 349 352 351 3,50 349 NOTE: CONSTRUCT STREET SECTION PER LOCAL STREET SECTION ON SHEET 2 PA -H- --fl U TA Y PI A CE PHASE-j 3 10 11 12 13 14 15 16 17 C o O M M X. G OUND 0 CL LO M m J li- LLi C 7 LLJ I- - - -- W g g i - 0.203% 197.70' - - - - ON CURVE o 13.70'ao -, J iiJJ l.� �e 0 CK.. - - -- m 205.00' __ � JI -•rc N 125.E ' M to __- M M J u- �- - g U i1 - m Y+� M O - J LL -1.14 . - �.G � `° O.C. _-° UQ M J - LL- m ti CD m U m W m -_ -LL O O O d --4- N I o� 03- 0 31.4 01 Q L� f � Z Z - Q U U S---jJ N ST- 1490.00 ECR GB FL 3$11.09 13' J Li CD -c) m t0 - -I - -�- U� m 27113' I Li ON CURVE \ 17 +32.00 PIVC FL 351.90 17 +32.00 POVC FL 351.85 68 17 +24.78 BVC FL 351.80 (32.55' RT.) o vs Ln LA- M U U O > >O 00 �E? M4m rl) M LL- - _ § -- U > o- ° M a a I- O S - �t N N T7 + + + U 0.4067, 125.66' 4 -CURVE--- -- `n m C7 125.66' s m CD U m ROBERT E. SMITH RCE 35 73 DATE N0.35473 Exp. 9 -30-17 CtVi1- � \Q FO t= CAEw LEGEND. o STD, CITY SURVEY MUNUMEN <- STD, STREET LIGHT - 9500 ED STD, STREET LIGHT - 22000 LED STD, STREET NAME SIGN (ME R0� + STD, CITY STREET NAME SIG S TD, CURB RAMP f DRI VEWA Y TRAFFIC CONTROL SIGN PT, RADIAL TO CENTERLINE TATION T TYPE "A" CATCH BASIN STANDARD TRAFFIC SIGNAL INT CONNECT, WIRING AND PULL BOXES STANDARD RESIDENTIAL CROSS UTTER SHEET 20 352 351 - 350 ' 349 } 352 351 � 350 349 hlkUSA j IRA - TES - -: --PHA- OG f V 52 SHEETS � I f.i- �M Psi -q -1.14 . - �.G � `° O.C. _-° UQ M J - LL- m ti CD m U m W m -_ -LL O O O d --4- N I o� 03- 0 31.4 01 Q L� f � Z Z - Q U U S---jJ N ST- 1490.00 ECR GB FL 3$11.09 13' J Li CD -c) m t0 - -I - -�- U� m 27113' I Li ON CURVE \ 17 +32.00 PIVC FL 351.90 17 +32.00 POVC FL 351.85 68 17 +24.78 BVC FL 351.80 (32.55' RT.) o vs Ln LA- M U U O > >O 00 �E? M4m rl) M LL- - _ § -- U > o- ° M a a I- O S - �t N N T7 + + + U 0.4067, 125.66' 4 -CURVE--- -- `n m C7 125.66' s m CD U m ROBERT E. SMITH RCE 35 73 DATE N0.35473 Exp. 9 -30-17 CtVi1- � \Q FO t= CAEw LEGEND. o STD, CITY SURVEY MUNUMEN <- STD, STREET LIGHT - 9500 ED STD, STREET LIGHT - 22000 LED STD, STREET NAME SIGN (ME R0� + STD, CITY STREET NAME SIG S TD, CURB RAMP f DRI VEWA Y TRAFFIC CONTROL SIGN PT, RADIAL TO CENTERLINE TATION T TYPE "A" CATCH BASIN STANDARD TRAFFIC SIGNAL INT CONNECT, WIRING AND PULL BOXES STANDARD RESIDENTIAL CROSS UTTER SHEET 20 352 351 - 350 ' 349 } 352 351 � 350 349 hlkUSA j IRA - TES - -: --PHA- OG f V 52 SHEETS � I f.i- �M Psi -q 0.4067, 125.66' 4 -CURVE--- -- `n m C7 125.66' s m CD U m ROBERT E. SMITH RCE 35 73 DATE N0.35473 Exp. 9 -30-17 CtVi1- � \Q FO t= CAEw LEGEND. o STD, CITY SURVEY MUNUMEN <- STD, STREET LIGHT - 9500 ED STD, STREET LIGHT - 22000 LED STD, STREET NAME SIGN (ME R0� + STD, CITY STREET NAME SIG S TD, CURB RAMP f DRI VEWA Y TRAFFIC CONTROL SIGN PT, RADIAL TO CENTERLINE TATION T TYPE "A" CATCH BASIN STANDARD TRAFFIC SIGNAL INT CONNECT, WIRING AND PULL BOXES STANDARD RESIDENTIAL CROSS UTTER SHEET 20 352 351 - 350 ' 349 } 352 351 � 350 349 hlkUSA j IRA - TES - -: --PHA- OG f V 52 SHEETS � I f.i- �M Psi -q SHEET 20 352 351 - 350 ' 349 } 352 351 � 350 349 hlkUSA j IRA - TES - -: --PHA- OG f V 52 SHEETS � I f.i- �M Psi -q 353 352 351 350--J - I 349 353 352 351 350 349 FLOWLINE CURVE DATA CURVE DELTA RADIUS LENGTH TANGENT 1T 8936'59° 30.00' 46.92' 29.80' 02 90'23'01" 30.00' 47.32' 30.20' 03 90'00'00" 20.00' 31.42 20.00' ® 1 90'00'00" 20.00' 131.42 120.00' NOTES: O INTERCONNECT CONDUIT AND PULL BOXES. INSTALL ONE - 2" SCHEDULE 40 PVC CONDUIT UNDER SIDEWALK WITH #5 PULL BOXES EVERY 400'. CONDUIT AND PULL BOXES TO BE PLACED PRIOR TO PLACEMENT OF AGG. BASE. (SEE SHEET 47 FOR INTERCONNECT DETAIL) ©12' LIMIT LINE AND ALL OTHER PAINTED MARKINGS w /THERMOPLASTIC PAINT PER CALTRANS STD. SPEC. PTH- 02ALKYD 0 FOR FUTURE IRRIGATIONS LINES - INSTALL ONE 4" SCHEDULE 40 PVC SLEEVE, AND FOR FUTURE ELECTRICAL LINES, INSTALL ONE 1 1/2' SCHEDULE 40 PVC SLEEVE. SLEEVES TO BE PLACED PRIOR TO PLACEMENT OF AGG. BASE. (SEE LANDSCAPE PLANS FOR ADDITIONAL INFO.) ®SAWCUT 1' AND MATCH EX. PAVEMENT AS DIRECTED BY CITY ENGINEER SCALE: H ORI Z. 1 " = 50' VE R T. 1 It = 2' J of _ C! cD cV � M M O m Q o Z ° W o L01— Cl m cn Q � N H Z J m� OO tz Z Nan m QO CD C + 3 � C> Q:: Q> Z + SHEET 42 0° a Q ��00 J W SEE SHEET � 0 48 71 mW U C" 3: V) p C'4 10120. 20 10 ±v-i `°�' N + -•i5 x LLJ I W �RA N w I W co J I LO (I I \ R 'w 9 CD INSTALL Wl 6 (R) °o I c 1 O `� V) WITH OM1-3 MARKER o 1 1 18„ S.D. FL �°.� _ 1 443 +1 1 \ 11 S 89'00'45° E 12 �xb (}}•\ N FL -� - -- ��I 112 100 �I o 4 U, I O2 713 �, Lo i� �o w 5�- IZ cl 12 �n o= 00 X � ¢ Nis 59 16 0° Y a- m ° 10 20 20 10 N V) U J `o m SEE SHEET 42 ° m 3 m m `` o SEE SHEET 20 U n �w WN m� v m W r7 Z po: `� `� m LAI Cl cD Q�: m O U ¢O 10 C' 00 + W U U O O m C-4 � N N CA - O NOTE: CONSTRUCT STREET SECTION PER TYPE "A" LOCAL STREET SECTION ON SHEET 2 ZUCCHINI PHA ,�fj 3 Lo M J _ Li m C9 m -- n .- CD + O r 12 EX. GROID ® CL EX. GROUND 0 CL — aN - Rt� 113. 0' VE � 26' Du 26' DI✓ 7 8 XA Y 13 4gpFEssj0 E. S�j� e" w No. 35473 nj 9/30/15 �' 4T D�IVILI��4�~� CAL !�'aT E. No. 35473 Exp, 9 -30.17 CIVdL `a`` OF CAI�� le ROBERT 0 L EG 0 o S TD, Cl T Y SUR VEY MONUMENT a STD, STREET LIGHT - 9500 LED STD, STREET LIGHT - 22000 LED + STD, STREET NAME SIGN (METRO + STD, CI T Y STREET NAME SIGN STD. CURB RAMP f DRI VEWA Y TRAFFIC CONTROL SIGN PT RADIAL TO CENTERLINE STATION T TYPE "A" CA TCH BASIN -�- STANDARD TRAFFIC SIGNAL INTERCONNECT WIRING AND PULL BOXES STANDARD RESIDENTIAL CROSS GUTTER am-1 353 352 � - - - -�- —_ 351 350 349 — 353 352 351 350 349 SmA d*U INC0RP0RATE -D $10F PHA - _rL�q PROFILE— WA Y SHEET 52 SHEETS I.( - W) �- 114. -- 10.00' r*,) - .- _ . rn 31.42' <" O O.C. ; m M n' M LA_ W J -� to ' CV O . 3 - -- J ^♦ C -- + LO _M LL_ M C-4 O N - -- N - - - -- - -� N EX. GROUND 0 CL — aN - Rt� 113. 0' VE � 26' Du 26' DI✓ 7 8 XA Y 13 4gpFEssj0 E. S�j� e" w No. 35473 nj 9/30/15 �' 4T D�IVILI��4�~� CAL !�'aT E. No. 35473 Exp, 9 -30.17 CIVdL `a`` OF CAI�� le ROBERT 0 L EG 0 o S TD, Cl T Y SUR VEY MONUMENT a STD, STREET LIGHT - 9500 LED STD, STREET LIGHT - 22000 LED + STD, STREET NAME SIGN (METRO + STD, CI T Y STREET NAME SIGN STD. CURB RAMP f DRI VEWA Y TRAFFIC CONTROL SIGN PT RADIAL TO CENTERLINE STATION T TYPE "A" CA TCH BASIN -�- STANDARD TRAFFIC SIGNAL INTERCONNECT WIRING AND PULL BOXES STANDARD RESIDENTIAL CROSS GUTTER am-1 353 352 � - - - -�- —_ 351 350 349 — 353 352 351 350 349 SmA d*U INC0RP0RATE -D $10F PHA - _rL�q PROFILE— WA Y SHEET 52 SHEETS I.( - W) �- FLOWLINE CURVE DATA CURVE DELTA RADIUS LENGTH TANGENT 1� 90'00'00" 20.00' 31.42' 20.00' T2 90'00'00" 20.00' 31.42' 20.00' 03 2225'35" 35.00' 13.70' 6.94' 4 134'51'11" 84.00' 197.70' 202.06' 15 9000'00" 35.00' 54.98' 1 35.00' 1) 29 13.70' 1 6.94' SCALE: HORIZ. 1" = 50' VER T. 1 of = 2' J � CD LO o " O N N W CD cn � � �Q u- r7 Q J LO mw o CD m M SEE SHEET 23 a J Cc W - - 20i 20 10 � CL oo °o c> Wo 5, O 13 +20.00 EC FL 349.78 (100.40' LT.) SEE SHEET 20 c; d°-; o �5 ' 13 +22.65 PRC FL 349.81 (87.05' LT.) 1 10 201 10 ¢ o N N ® _- 1 26' DW 3 7 8 7 7 J ;n ! a oo :n /w �'°° 3 O 26' DW - - o . O -- - © E N I O L WITH 4.5 COMB. SIDEWALK -TYP. 13 +00.00 \ � Sp� 2 N 8" SEWER _ _ CONST. TYPE "B" CURB & CUTTER - 5� S 89'00'45" E L 12 O S 89'00'45" E ® S O %" s 49' x cn A I I R/W 3 Y Q 26'DW - -�� X2511 26 27� �� 28 li'J N 3 3 � O `r O y CO q Q O 10 20 5 20 10 U-; � � Z O o+ � N + SEE SHEET 20 0 '� CD � o J rn Z r7 O O M O 7 __j �� F¢— u- Cm� o U mV M _ m a� g Q W C> ,n m ° rn N c C=) + t CV O + ^ N O O ' N -f- C> NOTE: CONSTRUCT STREET SECTION PER TYPICAL LOCAL STREET SECTION ON SHEET 2 STAR FRUIT IrAY 4gOFESS10N9 ol w No. 35473 9/30/15 ROBERT E. SMITH RCE 5473 DATE CIVIL OI�p4�~� CAL RT C. NO. 35473 i EXp.9 -30 -17 [ LEGEND- a STD, CITY SURVEY MONUMENT _a STD, STREET LIGHT - 9500 LED STD, STREET LIGHT - 22000 LED STD, STREET NAME SIGN (METRO) + S TD, CI T Y S TREE NAME SIGN STD, CURB RAMP f DRI VE WA Y TRAFFIC CONTROL SIGN PT, RADIAL TO CENTERLINE STATION 'r TYPE T' CATCH BASIN STANDARD TRAFFIC SIGNAL INTERCONNECT, WIRING AND PULL BOXES STANDARD RESIDENTIAL CROSS GUTTER 351 351 35 350 0,C 0 - 205.00' - -- - - - -- _Q — - M - N 4, 8, - -- 349 J � � __ _ _� — ___�1�_ __� - _ _ � 349 LL- NORTH OKINE 348 Q W - i - -- N I ; 348 -11 O d N I r Leh -- SA I N C 0 -- P O R A T-R D CT - -Na � PHASE 3 SHEET 2 OF 52 SHEETS �_ - u- 351 -- J 351 m 350 -- 1ss �0 -- 197.70' -- _ - � clof M U - = 350 -- . o -c - -- wh M -- - - -- 010 349 -- -I, J- - - OR O.C.- 349 348 348 __ ' M m W _____ � � m _ �; � I I Lo { -11 O d N I r Leh -- SA I N C 0 -- P O R A T-R D CT - -Na � PHASE 3 SHEET 2 OF 52 SHEETS 352 351 350 349 348 FLOWLINE CURVE DATA CURVE DELTA RADIUS LENGTH TANGENT Q 90'0000" 35.00' 54.98' 6 °2 90'00'00" 20.00' 31.42' 20.00' °3 90'00'00" FLOWLINE CURVE DATA CURVE DELTA RADIUS LENGTH TANGENT 1° 90'0000" 35.00' 54.98' 35.00' °2 90'00'00" 20.00' 31.42' 20.00' °3 90'00'00" 20.00' 31.42' 20.00' 4 2225'35" 35.00' 13.70' 6.94' °5 134'51'11" 84.00' 197.70' 202.06' © 22'25'35" 35.00' 13.70' 6.9,V C5 04 Q r7 �rr� LJ M F V d0 Z m V C> c)Wp V V n 2 7 SEE SHEET 22 g W O N 0 to . r") 0 q q 9 +80.00 EC FL 350.24 (100.40' LT. 10 20 20 10 0+ ") ± °° N 29'14'4 " E 5 + � cu 26' DW � a - 1 5- ° � c 9 +77.35 PRC FL 350.21 (87.05' LT.) .4 1 q Q Q o 0 w Y cU Rl CU ^ O cU 26' D W " ` - - _ o c� c� v � N 07'28'52" E 7 7 7 6 7 5 7 4 15 5' 1S 5' 7 3 0 7 L x- CO `s, \ � Tw. Tw. o + + + 8 10 +00.00 FL o ITH 4.5 COMB. SIDEWALK -TYP. tl__._ 11 +50. 12 CONST. TYPE "B" CURB & GUTTER 13 S 00'59'15" W 14 N sEK _ 62844 62845 0 s" 0 1 w N 9 -- - -- N 1 rn 15 5' 15 5' Cu � U-) KI 155.0 � � 32 � � �� �4� � �5 3 O 3� �� � ' N q q O O q� z� 010 20 20 10 v cu o d M qxa `2�� � M o SEE SHEET 26 ° o o CV J cp m CN ox2O ° 4- }- rr) cm11 ON o M M (U \° 1. r 00 W C.7 J j ui V CCU c+L om u Q a: -J 0 0 U vo -7 J F= FLOWLINE CURVE DATA CURVE DELTA RADIUS LENGTH TANGENT °7 90'00'00" 35.00' 54.98' 35.00' ® 90'00'00" 20.00' 31.42' 20.00' °9 90'00'00" 20.00' 31.42' 20.00' 0 22'25'35" 35.00' 13.70' 6.94' 11 134'51'11 84.00' 197.70' 202.06' 10 22'25'35" 35.00' 13.70' 6.94' n J C> Q v _ N O � OR LO LyJ r7 pOp M LL- r'-) u- M m r7 J m =:> � �� m u- V ^ I _ w W S SEE S SHEET 24 0 10 N C-> d V 3 q O 3 3 3 1 510- + 1n ` `n w w z c cr� o o 71 � �� 1 0 O ~ ~ 1 o 1 n J C> Q v _ N O � OR LO LyJ r7 pOp M LL- r'-) u- M m r7 J m =:> � �� m u- V ^ I _ w W S SEE S SHEET 24 0 10 N C-> d V 3 q O 3 3 3 1 510- + 1n ` `n w w z c cr� o o 71 � �� 1 0 v o W W S SEE S SHEET 24 0 10 N C-> d V 3 q O 3 3 3 1 510- + 1n ` `n w w z c cr� o o 71 � �� 1 0 O ~ ~ 1 o 1 0 O 115, 1 15. s' O � � � J),i 3 co r, ,�, 22 �' - � / /w I I I I - - - - - - 62846 4 _ 16.�, 12' WDE CROSS GUTTE N 15 041 PER C.O.B. STD. ST -9 17 8" SEWER rFL 04 - -- - -- - - - - -- r R/w 367 °�8M39 40 �0 0 0 � o 0 aC o Cm� o o of o o o 0 CD o Q o ± NOTE: CONSTRUCT STREET SECTION PER TYPICAL o U-) o 0 o LOCAL STREET SECTION ON SHEET 2 00 + 4 /1 A Tl**"' > o+ TI T A ATA' SCALE: H OR I Z. 1 = 50 VERT. 1 It = 29 - - -i- - 10 k--- - -I - - -0.210% - 54.98, .. ON CURVE w 105.00' M M m U Q_ C.D i 00 m LO -- OO W :O O - - -- -- O -- ri r` 352- 351 - 350 ------ 6C 13.70' �- C5 N 0. C. 9 349 LO - ° ° N 7.70' 1ON CUR4 � J r7 ; M �- J _ -. - ---_ u- U.. - m 348 w o LO i M n .. Elor 1 V 1 Yl tl 1 V Ltl l Y L PHASE 3 12 13 14 15 16 q I >- I - -I- 0 3- -- - - - -ter coz Q -- - 0.50yX 13.70' 9.60' - -7 FO ai 0. C. 00 0.42 30 C C. of vi - -Y�7 -- - - rn - M -- --'_' J ----- L- -- m �m FIR C7 U -- � LLS C> I m G C W e O ct - T + ♦ C> 400.00' EX. GROUND :@ CL GROUND @ CL - ro M r7 M Q ti m O O LLI L7 O a cc O .;. NOTE -' - --v dM CD M LO LL. J m� V V M d CO 3 + Q+ Q p co (L w CQ c, we 48�° cN 47 �� o� �� ^+ + Z� �CO 46 216 a� 4gOFESSI�,1,� w No. 35473 9/30/15 CIVIL 9 CF CALIt0 - CONST. T & GUTTER ® E 19 c, NTH 4.5 COMB. SIDEW A 19-A Y _ o 18 S 00'59'15 " -W a 62847 _ w ! S LO 4 5 3 I I 00 D q 1 15.5' 15 5' i � NI 0 TIP T)P -�15 0 4 1 4 2 o q 4 3 S 11'37'15° W u o: � � 26' DW 4 4 CD o - �' ° 10 20 20°! 0 19 +71.00 PRC FL 351.86 (87.05' RT.) Cl� CD M 19 +68.35 EC FL 351.89 (100.40 RT.) CID c ro SEE SHEET 27 LA- CD Uo >- =D mv QU M U CCU Q ro M O o0 957 COMPACTIRN ?IT LEAST 1,0' UNDER AND EACH ca + SIDE OF COSS GUTTERS AND DRIVE APPROACHES °' 17 I�J - -! --4- - -t- - -I- 3. M C61 M O! + 0 +0.201x 253.35' ----j- - - - 20 I 013.70' m ts7�` - - - -- O.C. ON CURVE ;n J IJL V U W O - 00 - -- c O ON CURVE - LO - M U-) J u- J m m; V' V 41 m U-) flo M N -- - 00 ROBERT E. SMITH RCE 3f 473 t ) ,,J E. s No.35473 Exp. 9 -30 -17 civi%_ LEGEND. o STD, CI T Y SUR VEY MONUME V T STD, STREET LIGHT - 950 LED STD, STREET LIGHT - 220t 9 LED + STD, STREET NAME SIGN (A E TRO) + STD, CITY STREET NAME Sj GN J) STD, CURB RAMP f DRI VEWA Y TRAFFIC CONTROL SIGN PT, RADIAL TO CENTERLINE STATION T TYPE "A " CA TCH BASIN STANDARD TRAFFIC SIGNAL I TERCONNECT WIRING AND PULL BOXES STANDARD RESIDENTIAL CROS GUTTER DATE - - -- I N C 0 R!-P 0 R A T E D - - TRAC- -No-, 6s7 -J-- - -PHA -s l l= I i� 'ROF 352 351 350 349 Mo 352 351 350 I 349 I 348 CD o Q o ± NOTE: CONSTRUCT STREET SECTION PER TYPICAL o U-) o 0 o LOCAL STREET SECTION ON SHEET 2 00 + 4 /1 A Tl**"' > o+ TI T A ATA' SCALE: H OR I Z. 1 = 50 VERT. 1 It = 29 - - -i- - 10 k--- - -I - - -0.210% - 54.98, .. ON CURVE w 105.00' M M m U Q_ C.D i 00 m LO -- OO W :O O - - -- -- O -- ri r` 352- 351 - 350 ------ 6C 13.70' �- C5 N 0. C. 9 349 LO - ° ° N 7.70' 1ON CUR4 � J r7 ; M �- J _ -. - ---_ u- U.. - m 348 w o LO i M n .. Elor 1 V 1 Yl tl 1 V Ltl l Y L PHASE 3 12 13 14 15 16 q I >- I - -I- 0 3- -- - - - -ter coz Q -- - 0.50yX 13.70' 9.60' - -7 FO ai 0. C. 00 0.42 30 C C. of vi - -Y�7 -- - - rn - M -- --'_' J ----- L- -- m �m FIR C7 U -- � LLS C> I m G C W e O ct - T + ♦ C> 400.00' EX. GROUND :@ CL GROUND @ CL - ro M r7 M Q ti m O O LLI L7 O a cc O .;. NOTE -' - --v dM CD M LO LL. J m� V V M d CO 3 + Q+ Q p co (L w CQ c, we 48�° cN 47 �� o� �� ^+ + Z� �CO 46 216 a� 4gOFESSI�,1,� w No. 35473 9/30/15 CIVIL 9 CF CALIt0 - CONST. T & GUTTER ® E 19 c, NTH 4.5 COMB. SIDEW A 19-A Y _ o 18 S 00'59'15 " -W a 62847 _ w ! S LO 4 5 3 I I 00 D q 1 15.5' 15 5' i � NI 0 TIP T)P -�15 0 4 1 4 2 o q 4 3 S 11'37'15° W u o: � � 26' DW 4 4 CD o - �' ° 10 20 20°! 0 19 +71.00 PRC FL 351.86 (87.05' RT.) Cl� CD M 19 +68.35 EC FL 351.89 (100.40 RT.) CID c ro SEE SHEET 27 LA- CD Uo >- =D mv QU M U CCU Q ro M O o0 957 COMPACTIRN ?IT LEAST 1,0' UNDER AND EACH ca + SIDE OF COSS GUTTERS AND DRIVE APPROACHES °' 17 I�J - -! --4- - -t- - -I- 3. M C61 M O! + 0 +0.201x 253.35' ----j- - - - 20 I 013.70' m ts7�` - - - -- O.C. ON CURVE ;n J IJL V U W O - 00 - -- c O ON CURVE - LO - M U-) J u- J m m; V' V 41 m U-) flo M N -- - 00 ROBERT E. SMITH RCE 3f 473 t ) ,,J E. s No.35473 Exp. 9 -30 -17 civi%_ LEGEND. o STD, CI T Y SUR VEY MONUME V T STD, STREET LIGHT - 950 LED STD, STREET LIGHT - 220t 9 LED + STD, STREET NAME SIGN (A E TRO) + STD, CITY STREET NAME Sj GN J) STD, CURB RAMP f DRI VEWA Y TRAFFIC CONTROL SIGN PT, RADIAL TO CENTERLINE STATION T TYPE "A " CA TCH BASIN STANDARD TRAFFIC SIGNAL I TERCONNECT WIRING AND PULL BOXES STANDARD RESIDENTIAL CROS GUTTER DATE - - -- I N C 0 R!-P 0 R A T E D - - TRAC- -No-, 6s7 -J-- - -PHA -s l l= I i� 'ROF 352 351 350 349 Mo 352 351 350 I 349 I 348 SCALE: H OR I Z. 1 = 50 VERT. 1 It = 29 - - -i- - 10 k--- - -I - - -0.210% - 54.98, .. ON CURVE w 105.00' M M m U Q_ C.D i 00 m LO -- OO W :O O - - -- -- O -- ri r` 352- 351 - 350 ------ 6C 13.70' �- C5 N 0. C. 9 349 LO - ° ° N 7.70' 1ON CUR4 � J r7 ; M �- J _ -. - ---_ u- U.. - m 348 w o LO i M n .. Elor 1 V 1 Yl tl 1 V Ltl l Y L PHASE 3 12 13 14 15 16 q I >- I - -I- 0 3- -- - - - -ter coz Q -- - 0.50yX 13.70' 9.60' - -7 FO ai 0. C. 00 0.42 30 C C. of vi - -Y�7 -- - - rn - M -- --'_' J ----- L- -- m �m FIR C7 U -- � LLS C> I m G C W e O ct - T + ♦ C> 400.00' EX. GROUND :@ CL GROUND @ CL - ro M r7 M Q ti m O O LLI L7 O a cc O .;. NOTE -' - --v dM CD M LO LL. J m� V V M d CO 3 + Q+ Q p co (L w CQ c, we 48�° cN 47 �� o� �� ^+ + Z� �CO 46 216 a� 4gOFESSI�,1,� w No. 35473 9/30/15 CIVIL 9 CF CALIt0 - CONST. T & GUTTER ® E 19 c, NTH 4.5 COMB. SIDEW A 19-A Y _ o 18 S 00'59'15 " -W a 62847 _ w ! S LO 4 5 3 I I 00 D q 1 15.5' 15 5' i � NI 0 TIP T)P -�15 0 4 1 4 2 o q 4 3 S 11'37'15° W u o: � � 26' DW 4 4 CD o - �' ° 10 20 20°! 0 19 +71.00 PRC FL 351.86 (87.05' RT.) Cl� CD M 19 +68.35 EC FL 351.89 (100.40 RT.) CID c ro SEE SHEET 27 LA- CD Uo >- =D mv QU M U CCU Q ro M O o0 957 COMPACTIRN ?IT LEAST 1,0' UNDER AND EACH ca + SIDE OF COSS GUTTERS AND DRIVE APPROACHES °' 17 I�J - -! --4- - -t- - -I- 3. M C61 M O! + 0 +0.201x 253.35' ----j- - - - 20 I 013.70' m ts7�` - - - -- O.C. ON CURVE ;n J IJL V U W O - 00 - -- c O ON CURVE - LO - M U-) J u- J m m; V' V 41 m U-) flo M N -- - 00 ROBERT E. SMITH RCE 3f 473 t ) ,,J E. s No.35473 Exp. 9 -30 -17 civi%_ LEGEND. o STD, CI T Y SUR VEY MONUME V T STD, STREET LIGHT - 950 LED STD, STREET LIGHT - 220t 9 LED + STD, STREET NAME SIGN (A E TRO) + STD, CITY STREET NAME Sj GN J) STD, CURB RAMP f DRI VEWA Y TRAFFIC CONTROL SIGN PT, RADIAL TO CENTERLINE STATION T TYPE "A " CA TCH BASIN STANDARD TRAFFIC SIGNAL I TERCONNECT WIRING AND PULL BOXES STANDARD RESIDENTIAL CROS GUTTER DATE - - -- I N C 0 R!-P 0 R A T E D - - TRAC- -No-, 6s7 -J-- - -PHA -s l l= I i� 'ROF 352 351 350 349 Mo 352 351 350 I 349 I 348 Elor 1 V 1 Yl tl 1 V Ltl l Y L PHASE 3 12 13 14 15 16 q I >- I - -I- 0 3- -- - - - -ter coz Q -- - 0.50yX 13.70' 9.60' - -7 FO ai 0. C. 00 0.42 30 C C. of vi - -Y�7 -- - - rn - M -- --'_' J ----- L- -- m �m FIR C7 U -- � LLS C> I m G C W e O ct - T + ♦ C> 400.00' EX. GROUND :@ CL GROUND @ CL - ro M r7 M Q ti m O O LLI L7 O a cc O .;. NOTE -' - --v dM CD M LO LL. J m� V V M d CO 3 + Q+ Q p co (L w CQ c, we 48�° cN 47 �� o� �� ^+ + Z� �CO 46 216 a� 4gOFESSI�,1,� w No. 35473 9/30/15 CIVIL 9 CF CALIt0 - CONST. T & GUTTER ® E 19 c, NTH 4.5 COMB. SIDEW A 19-A Y _ o 18 S 00'59'15 " -W a 62847 _ w ! S LO 4 5 3 I I 00 D q 1 15.5' 15 5' i � NI 0 TIP T)P -�15 0 4 1 4 2 o q 4 3 S 11'37'15° W u o: � � 26' DW 4 4 CD o - �' ° 10 20 20°! 0 19 +71.00 PRC FL 351.86 (87.05' RT.) Cl� CD M 19 +68.35 EC FL 351.89 (100.40 RT.) CID c ro SEE SHEET 27 LA- CD Uo >- =D mv QU M U CCU Q ro M O o0 957 COMPACTIRN ?IT LEAST 1,0' UNDER AND EACH ca + SIDE OF COSS GUTTERS AND DRIVE APPROACHES °' 17 I�J - -! --4- - -t- - -I- 3. M C61 M O! + 0 +0.201x 253.35' ----j- - - - 20 I 013.70' m ts7�` - - - -- O.C. ON CURVE ;n J IJL V U W O - 00 - -- c O ON CURVE - LO - M U-) J u- J m m; V' V 41 m U-) flo M N -- - 00 ROBERT E. SMITH RCE 3f 473 t ) ,,J E. s No.35473 Exp. 9 -30 -17 civi%_ LEGEND. o STD, CI T Y SUR VEY MONUME V T STD, STREET LIGHT - 950 LED STD, STREET LIGHT - 220t 9 LED + STD, STREET NAME SIGN (A E TRO) + STD, CITY STREET NAME Sj GN J) STD, CURB RAMP f DRI VEWA Y TRAFFIC CONTROL SIGN PT, RADIAL TO CENTERLINE STATION T TYPE "A " CA TCH BASIN STANDARD TRAFFIC SIGNAL I TERCONNECT WIRING AND PULL BOXES STANDARD RESIDENTIAL CROS GUTTER DATE - - -- I N C 0 R!-P 0 R A T E D - - TRAC- -No-, 6s7 -J-- - -PHA -s l l= I i� 'ROF 352 351 350 349 Mo 352 351 350 I 349 I 348 400.00' EX. GROUND :@ CL GROUND @ CL - ro M r7 M Q ti m O O LLI L7 O a cc O .;. NOTE -' - --v dM CD M LO LL. J m� V V M d CO 3 + Q+ Q p co (L w CQ c, we 48�° cN 47 �� o� �� ^+ + Z� �CO 46 216 a� 4gOFESSI�,1,� w No. 35473 9/30/15 CIVIL 9 CF CALIt0 - CONST. T & GUTTER ® E 19 c, NTH 4.5 COMB. SIDEW A 19-A Y _ o 18 S 00'59'15 " -W a 62847 _ w ! S LO 4 5 3 I I 00 D q 1 15.5' 15 5' i � NI 0 TIP T)P -�15 0 4 1 4 2 o q 4 3 S 11'37'15° W u o: � � 26' DW 4 4 CD o - �' ° 10 20 20°! 0 19 +71.00 PRC FL 351.86 (87.05' RT.) Cl� CD M 19 +68.35 EC FL 351.89 (100.40 RT.) CID c ro SEE SHEET 27 LA- CD Uo >- =D mv QU M U CCU Q ro M O o0 957 COMPACTIRN ?IT LEAST 1,0' UNDER AND EACH ca + SIDE OF COSS GUTTERS AND DRIVE APPROACHES °' 17 I�J - -! --4- - -t- - -I- 3. M C61 M O! + 0 +0.201x 253.35' ----j- - - - 20 I 013.70' m ts7�` - - - -- O.C. ON CURVE ;n J IJL V U W O - 00 - -- c O ON CURVE - LO - M U-) J u- J m m; V' V 41 m U-) flo M N -- - 00 ROBERT E. SMITH RCE 3f 473 t ) ,,J E. s No.35473 Exp. 9 -30 -17 civi%_ LEGEND. o STD, CI T Y SUR VEY MONUME V T STD, STREET LIGHT - 950 LED STD, STREET LIGHT - 220t 9 LED + STD, STREET NAME SIGN (A E TRO) + STD, CITY STREET NAME Sj GN J) STD, CURB RAMP f DRI VEWA Y TRAFFIC CONTROL SIGN PT, RADIAL TO CENTERLINE STATION T TYPE "A " CA TCH BASIN STANDARD TRAFFIC SIGNAL I TERCONNECT WIRING AND PULL BOXES STANDARD RESIDENTIAL CROS GUTTER DATE - - -- I N C 0 R!-P 0 R A T E D - - TRAC- -No-, 6s7 -J-- - -PHA -s l l= I i� 'ROF 352 351 350 349 Mo 352 351 350 I 349 I 348 NOTE -' - --v dM CD M LO LL. J m� V V M d CO 3 + Q+ Q p co (L w CQ c, we 48�° cN 47 �� o� �� ^+ + Z� �CO 46 216 a� 4gOFESSI�,1,� w No. 35473 9/30/15 CIVIL 9 CF CALIt0 - CONST. T & GUTTER ® E 19 c, NTH 4.5 COMB. SIDEW A 19-A Y _ o 18 S 00'59'15 " -W a 62847 _ w ! S LO 4 5 3 I I 00 D q 1 15.5' 15 5' i � NI 0 TIP T)P -�15 0 4 1 4 2 o q 4 3 S 11'37'15° W u o: � � 26' DW 4 4 CD o - �' ° 10 20 20°! 0 19 +71.00 PRC FL 351.86 (87.05' RT.) Cl� CD M 19 +68.35 EC FL 351.89 (100.40 RT.) CID c ro SEE SHEET 27 LA- CD Uo >- =D mv QU M U CCU Q ro M O o0 957 COMPACTIRN ?IT LEAST 1,0' UNDER AND EACH ca + SIDE OF COSS GUTTERS AND DRIVE APPROACHES °' 17 I�J - -! --4- - -t- - -I- 3. M C61 M O! + 0 +0.201x 253.35' ----j- - - - 20 I 013.70' m ts7�` - - - -- O.C. ON CURVE ;n J IJL V U W O - 00 - -- c O ON CURVE - LO - M U-) J u- J m m; V' V 41 m U-) flo M N -- - 00 ROBERT E. SMITH RCE 3f 473 t ) ,,J E. s No.35473 Exp. 9 -30 -17 civi%_ LEGEND. o STD, CI T Y SUR VEY MONUME V T STD, STREET LIGHT - 950 LED STD, STREET LIGHT - 220t 9 LED + STD, STREET NAME SIGN (A E TRO) + STD, CITY STREET NAME Sj GN J) STD, CURB RAMP f DRI VEWA Y TRAFFIC CONTROL SIGN PT, RADIAL TO CENTERLINE STATION T TYPE "A " CA TCH BASIN STANDARD TRAFFIC SIGNAL I TERCONNECT WIRING AND PULL BOXES STANDARD RESIDENTIAL CROS GUTTER DATE - - -- I N C 0 R!-P 0 R A T E D - - TRAC- -No-, 6s7 -J-- - -PHA -s l l= I i� 'ROF 352 351 350 349 Mo 352 351 350 I 349 I 348 46 216 a� 4gOFESSI�,1,� w No. 35473 9/30/15 CIVIL 9 CF CALIt0 - CONST. T & GUTTER ® E 19 c, NTH 4.5 COMB. SIDEW A 19-A Y _ o 18 S 00'59'15 " -W a 62847 _ w ! S LO 4 5 3 I I 00 D q 1 15.5' 15 5' i � NI 0 TIP T)P -�15 0 4 1 4 2 o q 4 3 S 11'37'15° W u o: � � 26' DW 4 4 CD o - �' ° 10 20 20°! 0 19 +71.00 PRC FL 351.86 (87.05' RT.) Cl� CD M 19 +68.35 EC FL 351.89 (100.40 RT.) CID c ro SEE SHEET 27 LA- CD Uo >- =D mv QU M U CCU Q ro M O o0 957 COMPACTIRN ?IT LEAST 1,0' UNDER AND EACH ca + SIDE OF COSS GUTTERS AND DRIVE APPROACHES °' 17 I�J - -! --4- - -t- - -I- 3. M C61 M O! + 0 +0.201x 253.35' ----j- - - - 20 I 013.70' m ts7�` - - - -- O.C. ON CURVE ;n J IJL V U W O - 00 - -- c O ON CURVE - LO - M U-) J u- J m m; V' V 41 m U-) flo M N -- - 00 ROBERT E. SMITH RCE 3f 473 t ) ,,J E. s No.35473 Exp. 9 -30 -17 civi%_ LEGEND. o STD, CI T Y SUR VEY MONUME V T STD, STREET LIGHT - 950 LED STD, STREET LIGHT - 220t 9 LED + STD, STREET NAME SIGN (A E TRO) + STD, CITY STREET NAME Sj GN J) STD, CURB RAMP f DRI VEWA Y TRAFFIC CONTROL SIGN PT, RADIAL TO CENTERLINE STATION T TYPE "A " CA TCH BASIN STANDARD TRAFFIC SIGNAL I TERCONNECT WIRING AND PULL BOXES STANDARD RESIDENTIAL CROS GUTTER DATE - - -- I N C 0 R!-P 0 R A T E D - - TRAC- -No-, 6s7 -J-- - -PHA -s l l= I i� 'ROF 352 351 350 349 Mo 352 351 350 I 349 I 348 957 COMPACTIRN ?IT LEAST 1,0' UNDER AND EACH ca + SIDE OF COSS GUTTERS AND DRIVE APPROACHES °' 17 I�J - -! --4- - -t- - -I- 3. M C61 M O! + 0 +0.201x 253.35' ----j- - - - 20 I 013.70' m ts7�` - - - -- O.C. ON CURVE ;n J IJL V U W O - 00 - -- c O ON CURVE - LO - M U-) J u- J m m; V' V 41 m U-) flo M N -- - 00 ROBERT E. SMITH RCE 3f 473 t ) ,,J E. s No.35473 Exp. 9 -30 -17 civi%_ LEGEND. o STD, CI T Y SUR VEY MONUME V T STD, STREET LIGHT - 950 LED STD, STREET LIGHT - 220t 9 LED + STD, STREET NAME SIGN (A E TRO) + STD, CITY STREET NAME Sj GN J) STD, CURB RAMP f DRI VEWA Y TRAFFIC CONTROL SIGN PT, RADIAL TO CENTERLINE STATION T TYPE "A " CA TCH BASIN STANDARD TRAFFIC SIGNAL I TERCONNECT WIRING AND PULL BOXES STANDARD RESIDENTIAL CROS GUTTER DATE - - -- I N C 0 R!-P 0 R A T E D - - TRAC- -No-, 6s7 -J-- - -PHA -s l l= I i� 'ROF 352 351 350 349 Mo 352 351 350 I 349 I 348 DATE - - -- I N C 0 R!-P 0 R A T E D - - TRAC- -No-, 6s7 -J-- - -PHA -s l l= I i� 'ROF 352 351 350 349 Mo 352 351 350 I 349 I 348 352 351111111 350 349 352 351_ 350 349 FLOWLINE CURVE DATA CURVE DELTA RADIUS LENGTH TANGENT 1� 90'00'00" 35.00' 54.98' 35.00' �2 90'00'00" 20.00' 31.42' 20.00' �3 90'00'00" 20.00' 31.42' 20.00' ® 2225'35" 35.00' 13.70' 6.94' (5 134'51'11" 84.00' 197.70' 202.06' 6 2225'35" 35.00' 13.70' 6.94' NOTET, 957 COMPACTION AT LEAST 1,0' UNDER AND EACH SIDE OF CROSS GUTTERS AND DRIVE APPROACHES SCALE: N LO m U m 3 9 26' DW 38 it HoRIZ. ,° = So' PI UM RED WAY "ERT. ,° = 21 PHASE 3 10 11 12 13 14 ElC- ND 0 T 54.98' c 16.00 m 00 M O M J s- �- EX -.-- I 203% - - -- - 296.68' - - O.C. 197.70'1 - 0.332% . 13.70' � . _ _ .._ _ _ _ - - - - -- __-�_ - �.Q(o,� - - - -- r� 0. C. 159.60' u") - - -- - — - - -- -- c, 16.00' V LL- �i m � — Q -- U r7 ro -EL i OO CA U O .__._ - -- --- - - -- - ._ .. m tD o + - - C5 4gOFESSIO �, E. w No. 35473 m 9/30/15 �:o ROBERT E. SMITH RCE 35z 73 DATE FIVIL r7 I�oQ~� CAL N0. 35473 a Exp. 9-30-17 PFOF CA 'c LEGEND. o STD, CITY SURVEY MONUMENT (TO BE CONST OR EXISTS AS NOTED) STD, STREET LIGHT - 9500 LED STD, STREET LIGHT - 28000 LED + STD STREET NAME SIGN (METRO) + STD, CITY STREET NAME SIGN STD, CURB RAMP f DRI VEWA Y TRAFFIC CONTROL SIGN PT RADIAL TO CENTERLINE STATION -r TYPE "A" CATCH BASIN STANDARD TRAFFIC SIGNAL INTERCONNECT WIRING AND PULL BOXES STANDARD RESIDENTIAL CROSS GUTTER 352 351 350 349 352 351 350 349 -- TRACT 87 PHASE -_ N-& PROFI E - A AV SHEET 4 OF 52 !SHEETS v 0 J O L rr) v L.� J O m ~ C.7 _ N M . Uo' C.7 0= w C7 n J 000c) 0. Vm U C) M J M C.D 6 SEE SHEET 25 6 + m W o 110120 20 10 CN z 9 +80.00 BC FL 351.79 (100.40' LT.) m 00 o 00 ;° OQ ~ J ] 9 +77.35 PRC FL 351.76 (87.05' LT.) © 5� � 04 N '- SEE SHEET 23 N 10 20 20 1( N % 5 5 �- gg'16' 39 _E o I! L I S 26' DW s� vi /W cn Cn o N co 26 IN 69'2�'2�" E I L O 12' WIDE CROSS GUTTER - 8° -SEWER . - _. N PER COB. SID. ST - -9 - - 6 6 0 +00 00 S 89 °00'45" E 11 ® WITH 4.5 COMB. SIDEWALK -TYP. CONST. TYPE "B" CURB & GUTTER O3 113 CV L N 5 r / 6 7 _ I I R/W 3 Q ,� 1 I 4,2 w N 1$ 9 1 z3s J I l U-3 15.5' 6 9 ' 15.5' 0 c`Ot, ° v Al to C4 " q q U--) 20 20 11 U-) cu � 010 SEE SHEET 23 J O O M L— J C9 c°ii + ° + O Q Z U W •-• •-• <D oc Nmj J J u- O Q 2 a_ C> C> U m o m ~ J U-) o O O a o' O U + ± to O w to O +o �00 N NOTE: CONSTRUCT STREET SECTION PER TYPE "A" LOCAL STREET SECTION ON SHEET 2 3 9 26' DW 38 it HoRIZ. ,° = So' PI UM RED WAY "ERT. ,° = 21 PHASE 3 10 11 12 13 14 ElC- ND 0 T 54.98' c 16.00 m 00 M O M J s- �- EX -.-- I 203% - - -- - 296.68' - - O.C. 197.70'1 - 0.332% . 13.70' � . _ _ .._ _ _ _ - - - - -- __-�_ - �.Q(o,� - - - -- r� 0. C. 159.60' u") - - -- - — - - -- -- c, 16.00' V LL- �i m � — Q -- U r7 ro -EL i OO CA U O .__._ - -- --- - - -- - ._ .. m tD o + - - C5 4gOFESSIO �, E. w No. 35473 m 9/30/15 �:o ROBERT E. SMITH RCE 35z 73 DATE FIVIL r7 I�oQ~� CAL N0. 35473 a Exp. 9-30-17 PFOF CA 'c LEGEND. o STD, CITY SURVEY MONUMENT (TO BE CONST OR EXISTS AS NOTED) STD, STREET LIGHT - 9500 LED STD, STREET LIGHT - 28000 LED + STD STREET NAME SIGN (METRO) + STD, CITY STREET NAME SIGN STD, CURB RAMP f DRI VEWA Y TRAFFIC CONTROL SIGN PT RADIAL TO CENTERLINE STATION -r TYPE "A" CATCH BASIN STANDARD TRAFFIC SIGNAL INTERCONNECT WIRING AND PULL BOXES STANDARD RESIDENTIAL CROSS GUTTER 352 351 350 349 352 351 350 349 -- TRACT 87 PHASE -_ N-& PROFI E - A AV SHEET 4 OF 52 !SHEETS 353 352 351 350 353 352 351 350 FLOWLINE CURVE DATA CURVE DELTA RADIUS LENGTH TANGENT 1 22'25'35' 35.00' 13.70' 6.94' 2 134'51'11" 84.00' 197.70' 202.06' 3 22'25'35' 35.00' 13.70' 6.94' 4 90'00'00' 35.00' 54.98 35.00' 4) 44'24'55" 35.00' 27.13' 14.29' © 134'24'55` 42.00' 98.53' 99.95' 7 134'2455' 42.00' 98.53' 99.95' 8 44'24'55" 35.00' 1 27.13' 14.29' SCALE:/ HORIZ. 1" = 50' VE R T. 1 of = 2' 3 3 Q q c, cli 3 3 Q0 Q:).j O q C6 Cli cu ID a\ 6 4 6 3 6 2 ~ 15 5, 15 Y+ 6 1 rrp. rip. /W �- J +0.202X J 27.13' - - - - : -- -- C14 cull c, < CV CD L -<n cw N - 5' s _ - -- - ON CURVE M N -- - 342.09 POI N -- cO rn M J N -!n t # ----------------- d W O N J J o U m CJ � A O o J 1? J ti r N N + + CN q J ui CV cV ti G@---- E3 }}f 4m + r ZO M �U-) w y � 6 5 W N 66� �x 1 O 1 1 I� m 3 3 Q q c, cli 3 3 Q0 Q:).j O q C6 Cli cu ID a\ 6 4 6 3 6 2 ~ 15 5, 15 Y+ 6 1 rrp. rip. /W 5 9 6 7 � ):4 O O WITH 4.5 COMB. SIDEWALK -lYP. FL e6' S 6 aS 00'59'15" W 12 CONST. TYPE B' CURB & GUTIER 13 14 �x d 5° SEWS 6g49 �°„ SEWER cV S 87 3 5 q I I R/W 3 3 0 4E w I I A a 5 cD leis 155' w 68 0 52 0 53 q> r>�p 54 55 56 ^MA Q 58 (n I + 00 (l.i (11 � N N Z 1- J.-: o O � C3� + + t[7 O p O z 9 +77.35 PRC FL 351.36 (87.05' RT.) v ° o o in 9 +80.00 BC GB FL 351.33 (100.40' RT.) 10 20 20 10 � M CD 6 9 � J SEE SHEET 24 ' m W ce c' Q °1) W + a C-) O co m ,ri C4 CZ, L0 W °o + + � o 0 o NOTE: CONSTRUCT STREET SECTION PER TYPE "A° LOCAL STREET SECTION ON SHEET 2 CUCUMBER COURT PHASE 3 10 11 12 +0.203X S^ -o o -- ----- E-- -1 - --r O.C. I 13 EX. GROUND C_L EX. GROUND ®CL I 14 27 -IS 15 14 +85.75 BVC FL 352.80 (23.55' LT.) 14 +92.97 PIVC FL 352.90 14 +92.97 POVC FL 352.85 14 +85.75 EVC FL 352.80 (23.55' RT.) > �- +0.202X J 27.13' - - - - : -- -- C14 cull c, < CV CD L -<n cw M - 5' s _ - -- - ON CURVE M 1D EN -- - 342.09 POI N -- t' VERTICAL CU -- - M J N -!n t # ----------------- d W O N m CJ � A O CL J ti CN q J ui CV cV ti G@---- E3 }}f 4m + r ZO M N w 60r co I� 5 9 6 7 � ):4 O O WITH 4.5 COMB. SIDEWALK -lYP. FL e6' S 6 aS 00'59'15" W 12 CONST. TYPE B' CURB & GUTIER 13 14 �x d 5° SEWS 6g49 �°„ SEWER cV S 87 3 5 q I I R/W 3 3 0 4E w I I A a 5 cD leis 155' w 68 0 52 0 53 q> r>�p 54 55 56 ^MA Q 58 (n I + 00 (l.i (11 � N N Z 1- J.-: o O � C3� + + t[7 O p O z 9 +77.35 PRC FL 351.36 (87.05' RT.) v ° o o in 9 +80.00 BC GB FL 351.33 (100.40' RT.) 10 20 20 10 � M CD 6 9 � J SEE SHEET 24 ' m W ce c' Q °1) W + a C-) O co m ,ri C4 CZ, L0 W °o + + � o 0 o NOTE: CONSTRUCT STREET SECTION PER TYPE "A° LOCAL STREET SECTION ON SHEET 2 CUCUMBER COURT PHASE 3 10 11 12 +0.203X S^ -o o -- ----- E-- -1 - --r O.C. I 13 EX. GROUND C_L EX. GROUND ®CL I 14 27 -IS 15 14 +85.75 BVC FL 352.80 (23.55' LT.) 14 +92.97 PIVC FL 352.90 14 +92.97 POVC FL 352.85 14 +85.75 EVC FL 352.80 (23.55' RT.) > �- +0.202X c, 27.13' - - - - : -- -- C14 cull c, < CV CV Iii L -<n cw - 5' s _ - -- - ON CURVE 1D EN -- - 342.09 POI N -- t' VERTICAL CU -- - 54.98 -- N m CURVE QgpFESSIp�,� E. ti 'r w No. 35473 9/30/15 CIVI OF L F C AL ROBERT E. SMITH RCE [5473 o� RTE.s No. 35473 x EXP. 9-30-17 r�, CrVit KOFt'Att- {: LEGEND- o STD, CITY SURVEY MONUMENT (TV BE CONST, OR EXISTS AS NOT a STD, STREET LIGHT - 9500 LED STD, STREET LIGHT - 22000 LED + STD. STREET NAME SIGN (METR0 + STD. CITY STREET NAME SIGN STD, CURB RAMP f DRI VEWA Y TRAFFIC CONTRUL SIGN PT, RADIAL TO CENTERLINE STA TI T TYPE "A" CATCH BASIN -p- STANDARD TRAFFIC SIGNAL INTERCONAECT, WIRING AND PULL BOXES smit SHEET DATE T' 353 352 351 350 353 352 351 350 SA --I )F 52 SHEETS I ' III , � k13 Pk (,4 4 +0.202X 27.13' - - - - : -- -- C14 cull ON CURVE °O M- - .. _. +0.509 5' s _ - -- - ON CURVE -- - 342.09 - -- -- -- - _�. - 54.98 -- N m CURVE -!n t # ----------------- d W O N _ ',3 O J ui CV cV ti G@---- E3 }}f 4m + d r + �2._ 50' VERTICAL CU -_ QgpFESSIp�,� E. ti 'r w No. 35473 9/30/15 CIVI OF L F C AL ROBERT E. SMITH RCE [5473 o� RTE.s No. 35473 x EXP. 9-30-17 r�, CrVit KOFt'Att- {: LEGEND- o STD, CITY SURVEY MONUMENT (TV BE CONST, OR EXISTS AS NOT a STD, STREET LIGHT - 9500 LED STD, STREET LIGHT - 22000 LED + STD. STREET NAME SIGN (METR0 + STD. CITY STREET NAME SIGN STD, CURB RAMP f DRI VEWA Y TRAFFIC CONTRUL SIGN PT, RADIAL TO CENTERLINE STA TI T TYPE "A" CATCH BASIN -p- STANDARD TRAFFIC SIGNAL INTERCONAECT, WIRING AND PULL BOXES smit SHEET DATE T' 353 352 351 350 353 352 351 350 SA --I )F 52 SHEETS I ' III , � k13 Pk (,4 4 FLOWLINE CURVE DATA CURVE DELTA RADIUS LENGTH TANGENT l0 90100'00° 20.00' 31.42' 20.00' 90.00'00° 1 20.00' 31.42' 20.00' (3 90.00'00' 20.00' 31.42' 20.00' 4 90.00'00° 20.00' 31.42' 20.00' SCALE: 7 5 26' DW — — �26' DW.. -- 76 J 0 co W M COD Q L� eh J m M O o _j IR m Q m� 0 c0 W N O SEE SHEET 23 o po 10 20 20 10 ° 5� cn n cl Ln LIT co N� O O 0 10 +00 00 Y � J m W Lu O U c'n �m o U co 3 2 ~z 3 0 (-R/W S 89'00'45" E 5 4'� - �a io �1 U) N Of 0 20 SEE SHEET 23 cli W M m Z C7 J m CD w O U O Q m o o g + � o 0 0 NOTE: CONSTRUCT STREET SECTION PER TYPE °A" LOCAL STREET SECTION ON SHEET 2 HORIZ. 1" = 50' 170A �� 1 v � j�A fl7A VERT. 1" = 2' PffA SES 3 & 4 10 11 12 13 I "i L 4gOFESSIpN e E. w No. 35473 ni 9/30/15 oCIV]L F CAL LEGEND; ROBERT . • o STD, CITY SURVEY MONUMENT (TO BE CONST OR EXISTS AS NOTED) STD, STREET LIGHT - 9500 LED STD. STREET LIGHT - 22000 LED STD, STREET NAME SIGN (METRO) + STD. CITY S TREE T NAME SIGN STD, CURB RAMP f DRI VEWA Y TRAFFIC CONTROL SIGN PT RADIAL TO CENTERLINE STATION T TYPE "A " CA TCH BASIN STANDARD TRAFFIC SIGNAL INTERCONNECT WIRING AND PULL BOXL S • • 0R0 UN -_- _ C 350 -- - (�o Lu -- - - 350 -o5ax 349 -� 31. � 349 O.C. ° co � - - - - - -- - -- - - - -- - -- - -- - ____- - M M co 4� R TH FE 0 K INE - _ _ - -- 348 348 J 4 k1. M m M �� N 347 - _ _ 347 - m W M I - i'•? - - -- = m LJ CD - O C> ( -*,j W - - - - --- - 346 N g — -- + ° - - - - -- 346 O Q + + Co Go cm - EX. GROUND @ CE -- -- - � - - -- may-- -� � 350 - — L-, w 350 Q TIN BOWLINE M -- M z 348 -- -- - — - -- - — - - - -- }0.�07� m u- ; 1°O.o 348 S2 m 1--— 04 O.C. 347 � � N _ - -- �� �- -- 347 o w ¢ M M i D O U - -. - 346 - ° -- o -- _ o �-- -� - - -- + � o r) o °o N __ Smi� A I N C 0 R P a A T E D -- -- _- SES -,. &_4 °1 AN, - -fROFILE -. -- — - -- — - -- - - VOA VANGA WAY - SHEET 26 0 F 2 SHEETS i ctOO J Z 00 ° O W 0 m JE W Z N < Q c4 � ck� Q J o w �N + M OR R/W �^w g_ CD 0 Z M m co a 6 s � U-) Of Z � SEE SHEET 29 w �o C) co N 5 5 V CD CO Z N Ln O rM N J ° 0 10 ! 20 ' 20'11 M N w c6 M M 63'o M 7 c°+ca°+o - C-4 CD 5 ,d- J SEE SHEET 29 + m O U? F-: � cr_ U - ± ° r7 TQT 0 TQT N ti0 3 ,0- '� p ° Cr U C N CL w 0— QD N r J n ^C 0 2 n - -- O - - � o c°v 1 2 13 +00.00 i j NOTE: CONSTRUCT STREET SECTION PER TYPE °A" LOCAL STREET SECTION ON SHEET 2 HORIZ. 1" = 50' 170A �� 1 v � j�A fl7A VERT. 1" = 2' PffA SES 3 & 4 10 11 12 13 I "i L 4gOFESSIpN e E. w No. 35473 ni 9/30/15 oCIV]L F CAL LEGEND; ROBERT . • o STD, CITY SURVEY MONUMENT (TO BE CONST OR EXISTS AS NOTED) STD, STREET LIGHT - 9500 LED STD. STREET LIGHT - 22000 LED STD, STREET NAME SIGN (METRO) + STD. CITY S TREE T NAME SIGN STD, CURB RAMP f DRI VEWA Y TRAFFIC CONTROL SIGN PT RADIAL TO CENTERLINE STATION T TYPE "A " CA TCH BASIN STANDARD TRAFFIC SIGNAL INTERCONNECT WIRING AND PULL BOXL S • • 0R0 UN -_- _ C 350 -- - (�o Lu -- - - 350 -o5ax 349 -� 31. � 349 O.C. ° co � - - - - - -- - -- - - - -- - -- - -- - ____- - M M co 4� R TH FE 0 K INE - _ _ - -- 348 348 J 4 k1. M m M �� N 347 - _ _ 347 - m W M I - i'•? - - -- = m LJ CD - O C> ( -*,j W - - - - --- - 346 N g — -- + ° - - - - -- 346 O Q + + Co Go cm - EX. GROUND @ CE -- -- - � - - -- may-- -� � 350 - — L-, w 350 Q TIN BOWLINE M -- M z 348 -- -- - — - -- - — - - - -- }0.�07� m u- ; 1°O.o 348 S2 m 1--— 04 O.C. 347 � � N _ - -- �� �- -- 347 o w ¢ M M i D O U - -. - 346 - ° -- o -- _ o �-- -� - - -- + � o r) o °o N __ Smi� A I N C 0 R P a A T E D -- -- _- SES -,. &_4 °1 AN, - -fROFILE -. -- — - -- — - -- - - VOA VANGA WAY - SHEET 26 0 F 2 SHEETS i jF- 0 3� oLn OR R/W n co a 6 s � Of a � O w �o ° _ co N 5 5 V CD CO Z N CO 0 10 Q C M N w c6 M M CD o 0 0� ,d- J SEE SHEET 29 p O U? F-: � cr_ U Z ± ° r7 U 0 ti0 3 ,0- '� p ° Cr U C N 6 w �W � z QD N o J ^C 0 NOTE: CONSTRUCT STREET SECTION PER TYPE °A" LOCAL STREET SECTION ON SHEET 2 HORIZ. 1" = 50' 170A �� 1 v � j�A fl7A VERT. 1" = 2' PffA SES 3 & 4 10 11 12 13 I "i L 4gOFESSIpN e E. w No. 35473 ni 9/30/15 oCIV]L F CAL LEGEND; ROBERT . • o STD, CITY SURVEY MONUMENT (TO BE CONST OR EXISTS AS NOTED) STD, STREET LIGHT - 9500 LED STD. STREET LIGHT - 22000 LED STD, STREET NAME SIGN (METRO) + STD. CITY S TREE T NAME SIGN STD, CURB RAMP f DRI VEWA Y TRAFFIC CONTROL SIGN PT RADIAL TO CENTERLINE STATION T TYPE "A " CA TCH BASIN STANDARD TRAFFIC SIGNAL INTERCONNECT WIRING AND PULL BOXL S • • 0R0 UN -_- _ C 350 -- - (�o Lu -- - - 350 -o5ax 349 -� 31. � 349 O.C. ° co � - - - - - -- - -- - - - -- - -- - -- - ____- - M M co 4� R TH FE 0 K INE - _ _ - -- 348 348 J 4 k1. M m M �� N 347 - _ _ 347 - m W M I - i'•? - - -- = m LJ CD - O C> ( -*,j W - - - - --- - 346 N g — -- + ° - - - - -- 346 O Q + + Co Go cm - EX. GROUND @ CE -- -- - � - - -- may-- -� � 350 - — L-, w 350 Q TIN BOWLINE M -- M z 348 -- -- - — - -- - — - - - -- }0.�07� m u- ; 1°O.o 348 S2 m 1--— 04 O.C. 347 � � N _ - -- �� �- -- 347 o w ¢ M M i D O U - -. - 346 - ° -- o -- _ o �-- -� - - -- + � o r) o °o N __ Smi� A I N C 0 R P a A T E D -- -- _- SES -,. &_4 °1 AN, - -fROFILE -. -- — - -- — - -- - - VOA VANGA WAY - SHEET 26 0 F 2 SHEETS i 354 353 352 351 350 354 353 352 351 350 FLOWLINE CURVE DATA CURVE DELTA RADIUS LENGTH TANGENT 1� 22'25'35' 35.00' 13.70' 6.94' 134'51'11' 84.00' 197.70' 202.06' �3 22'25'35' 35.00' 13.70' 6.94' 4) 90'00'00' 20.00' 31.42' 20.00' 0 90'00'00 20.00' 31.42' 20.00' © 2225'35' 35.00' 13.70' 6.94' (7 134'51'11' 84.00' 197.70' 202.06' ® 22'25'35' 35.00' 13.70' 6.94' �9 90100'00' 35.00' 54.98' 35.00' 10 90'00'00' 35.00' 54.98' 35.00' SCALE: HORIZ. 1 " = 50' VERT. 1" = 2' J J v C-4 CN M 00 00 J - J � M � M L.� W L.� I..� tai J M Mm J m m r7 u CD c� c� V) 0! of -< a L� C7 U Q U U U= Q-' a ^� U o! w W m wm�� o= acv w Z O pp0� a U p Orn ✓ J� LO d- m O O OOiOcV �o 0x �'✓ o °° O O M 1� 0 0� C) 9s ✓s N ° � + °o ± SEE SHEET 28 + + + N + ° 10'20 20 1 w - {I d s r T Y 5 lll- 1 9 0 1 R/W fie• ,� - - -- _ -, O O 1 -',4 tih � � `2ti �b �h 2 0 R/W 4 6 6" SEWER � o a 62851 , 1 \ 0+00.00 T r, 11 11 +�' 12 13 +00.00 3 NOTE: CONSTRUCT STREET SECTION PER TYPE "A" LOCAL STREET SECTION ON SHEET 2 CRAZY CO COYUT A VEYUE 10 --- GROUND @ CL-� ON M O.C. L L.� IJi Cf PHASE'S 3 & 4 12 13.70' 9.60 31 42 0 C:' 31.42' 9.60 13.70' - -8 G= N N 0. C. O.0 rn M M rn O.C. LO M M 00 L C.D 1i m m C-3 J w -- ��w -- 4+ 0= w m U u m p0 0 LUi.t O a- $- - O cc O+ c; + ♦ O O O C4 ♦ O + O + 45 N •- '- N _ Q - - -- u'i +0.509x 50 8' '°n - ' ,M Q 13 - 0.202% -M7.70' e^o --.- 45.00 - M ON CURVE 14 J U U w -- C> N q N r+� M 4g,pFESS jON E. No. 35473 y 9/30/15 T OI V IL OF C AL�� ROBERT E. SMITH RCE 31473 �4/1 No. 35473 * Exp. 9 -30 -17 cp Civi �4F r L FEND. o STD, CI T Y SUR VEY MONUMENT (TO BE CONST OR EXISTS AS NOTED, STD, STREET LIGHT - 9500 LED STD, STREET LIGHT - 22000 LED + STD, STREET NAME SIGN (METRO) + STD. CITY S TREE T NAME SIGN STD, CURB RAMP f DRI VEWAY �- TRAFFIC CONTRNL SIGN PT RADIAL TO CENTERLINE STATION T TYPE "A" CATCH BASIN -©- STANDARD TRAFFIC SIGNAL INTERCONNE WIRING AND PULL BOXES '/S DATE ---- T - i 354 - - - - -- 352 + 0.20 __ 351 )7.95' ` -- 350 - J L L-11 353 352 4 350 - -- ' EE-T - PLAN - -- -& - PROFft -- -- CRAZY CO ONUT AVENUE SHEET OF 52 SHEETS 4 _e , 10 cq O M r- � `r' I f S 89'31'19" W - -� 26' DW i R/W o d- S 87'32'50" U o LO 00 LO 00 � LLJ 26' DW CD 26' DW _ -• 5 N 68'55'26" W 13 +22.65 PRC FL 351.46 (87.05' RT.) 2 3 N o LO �a (n 20 u') 13 +20.00 EC FL 351.43 (100.40' RT.) W tE Lc) C� I 4 �Y Q Q a'a J w M W p � J wQ CL 26' DW ~- 5 M C o Q- a- N 70 '53'569 +77.35 PRC FL 351.46 (87.05 RT.) `` W m M 9 +80.00 BC GB FL 351.43 (100.40' RT.) 20 10 a a ° Zi SEE SHEET 23 U L Ln <r °O O p o o Q Z N O J ° NOTE: CONSTRUCT STREET SECTION PER TYPE "A" LOCAL STREET SECTION ON SHEET 2 CRAZY CO COYUT A VEYUE 10 --- GROUND @ CL-� ON M O.C. L L.� IJi Cf PHASE'S 3 & 4 12 13.70' 9.60 31 42 0 C:' 31.42' 9.60 13.70' - -8 G= N N 0. C. O.0 rn M M rn O.C. LO M M 00 L C.D 1i m m C-3 J w -- ��w -- 4+ 0= w m U u m p0 0 LUi.t O a- $- - O cc O+ c; + ♦ O O O C4 ♦ O + O + 45 N •- '- N _ Q - - -- u'i +0.509x 50 8' '°n - ' ,M Q 13 - 0.202% -M7.70' e^o --.- 45.00 - M ON CURVE 14 J U U w -- C> N q N r+� M 4g,pFESS jON E. No. 35473 y 9/30/15 T OI V IL OF C AL�� ROBERT E. SMITH RCE 31473 �4/1 No. 35473 * Exp. 9 -30 -17 cp Civi �4F r L FEND. o STD, CI T Y SUR VEY MONUMENT (TO BE CONST OR EXISTS AS NOTED, STD, STREET LIGHT - 9500 LED STD, STREET LIGHT - 22000 LED + STD, STREET NAME SIGN (METRO) + STD. CITY S TREE T NAME SIGN STD, CURB RAMP f DRI VEWAY �- TRAFFIC CONTRNL SIGN PT RADIAL TO CENTERLINE STATION T TYPE "A" CATCH BASIN -©- STANDARD TRAFFIC SIGNAL INTERCONNE WIRING AND PULL BOXES '/S DATE ---- T - i 354 - - - - -- 352 + 0.20 __ 351 )7.95' ` -- 350 - J L L-11 353 352 4 350 - -- ' EE-T - PLAN - -- -& - PROFft -- -- CRAZY CO ONUT AVENUE SHEET OF 52 SHEETS _e 9 cq O M r- � `r' I f S 89'31'19" W - -� 26' DW u- o Q 8 u- o LO LO 00 � us - - 26' DW CD cma m ,`n -• 5 N 68'55'26" W 13 +22.65 PRC FL 351.46 (87.05' RT.) 2 3 N o 10 20 20 10 13 +20.00 EC FL 351.43 (100.40' RT.) W SEE SHEET 29 w O O z Q DO c: J w M W wQ Q J NOTE: CONSTRUCT STREET SECTION PER TYPE "A" LOCAL STREET SECTION ON SHEET 2 CRAZY CO COYUT A VEYUE 10 --- GROUND @ CL-� ON M O.C. L L.� IJi Cf PHASE'S 3 & 4 12 13.70' 9.60 31 42 0 C:' 31.42' 9.60 13.70' - -8 G= N N 0. C. O.0 rn M M rn O.C. LO M M 00 L C.D 1i m m C-3 J w -- ��w -- 4+ 0= w m U u m p0 0 LUi.t O a- $- - O cc O+ c; + ♦ O O O C4 ♦ O + O + 45 N •- '- N _ Q - - -- u'i +0.509x 50 8' '°n - ' ,M Q 13 - 0.202% -M7.70' e^o --.- 45.00 - M ON CURVE 14 J U U w -- C> N q N r+� M 4g,pFESS jON E. No. 35473 y 9/30/15 T OI V IL OF C AL�� ROBERT E. SMITH RCE 31473 �4/1 No. 35473 * Exp. 9 -30 -17 cp Civi �4F r L FEND. o STD, CI T Y SUR VEY MONUMENT (TO BE CONST OR EXISTS AS NOTED, STD, STREET LIGHT - 9500 LED STD, STREET LIGHT - 22000 LED + STD, STREET NAME SIGN (METRO) + STD. CITY S TREE T NAME SIGN STD, CURB RAMP f DRI VEWAY �- TRAFFIC CONTRNL SIGN PT RADIAL TO CENTERLINE STATION T TYPE "A" CATCH BASIN -©- STANDARD TRAFFIC SIGNAL INTERCONNE WIRING AND PULL BOXES '/S DATE ---- T - i 354 - - - - -- 352 + 0.20 __ 351 )7.95' ` -- 350 - J L L-11 353 352 4 350 - -- ' EE-T - PLAN - -- -& - PROFft -- -- CRAZY CO ONUT AVENUE SHEET OF 52 SHEETS FLOWLINE CURVE DATA CURVE DELTA RADIUS LENGTH TANGENT 1T 90100'00" 20.00' 31.42' 20.00' 02 90100'00° 20.00' 31.42' 20.00' �3 89'40'15" 30.00' 46.95' 29.83' 4 9019'45 30.00' 47.30' 13 0.17' NOTES: O INTERCONNECT CONDUIT AND PULL BOXES. INSTALL ONE - 2" SCHEDULE 40 PVC CONDUIT UNDER SIDEWALK WITH #5 PULL BOXES EVERY 400'. CONDUIT AND PULL BOXES TO BE PLACED PRIOR TO PLACEMENT OF AGG. BASE. (SEE SHEET 47 FOR INTERCONNECT DETAIL) O FOR FUTURE IRRIGATIONS LINES - INSTALL ONE 4" SCHEDULE 40 PVC SLEEVE, AND FOR FUTURE ELECTRICAL LINES, INSTALL ONE 1 1/2' SCHEDULE 40 PVC SLEEVE. SLEEVES TO BE PLACED PRIOR TO PLACEMENT OF AGG. BASE. (SEE LANDSCAPE PLANS FOR ADDITIONAL INFO.) O 12' LIMIT LINE AND ALL OTHER PAINTED MARKINGS w /THERMOPLASTIC PAINT PER CALTRANS STD. SPEC. PTH- 02ALKYD ® EX. STAND PIPES TO BE REMOVED AND RELOCATED BY DEVELOPER (TYP.) PRIOR TO PLACEMENT OF A.B. SCALE:/ H ORI Z. 1 " = 50' VE R T. 1 " = 2' 353 352 3511 350 353 352 351 350 18 _ --R' ' 19 a 110 20 \ ° o cq p� M SEE SHEET 27 ~ M u- W J Cm7 < �w UUQ v °o mo c> 0 o� 0 J J M tLo M LO W J M = = Q L" Y O m L Y O U Q-- m o .. U � SEE SHEET 39 C � M cV � M 35 1 12 1 >- Z LL. M W I I �- NOZ D V) M M U I Ckf 0:: m 0 SEE SHEET 27 °o °o 10 120 L ° N ° + ®W �Q I T T 4 � I 0 N I Ne co I� z I I+ W1 -7 I �w /OM1 3 Lu N I MARKER I M R/W CD 0 0 PHASE 3 cn WITH 4.5 COMB. SIDEWALK -TYP. O °B" 11 CN CONST TYPE CURB & GUTTER PHASE 4 FL S 00'59'15" W O N O - - - ,��$$ 18 _ --R' ' 19 a 110 20 \ ° o cq p� M SEE SHEET 27 ~ M u- W J Cm7 < �w UUQ v °o mo c> 0 o� 0 J 0 M tLo M LO W J M = = Q L" Y O m L Y O U Q-- m m .. U 3 S SEE SHEET 39 C CID co 1 hi 3 35 1 12 1 M W I I �- D V) U I m 0 0 r Go�Q� m Q � ®W �Q I I 12 � I I Ne I� z I I+ W1 -7 I �w /OM1 3 N I MARKER I M NOTE: CONSTRUCT STREET SECTION PER TYPE "A" LOCAL STREET SECTION ON SHEET 2 PIYEA PPI E XA Y PHA SES 3 & 4 10 11 12 13 EX. !GROUND C CL E � +0- r 47.30' - - -- r �(� J ic� M "' WEST— m �- CD �N --�-m - Ic5 S M I.J.1 I r o L0 + C� ON _- _ j + + �- +o.51x +o• 46.95' r 31.42 c ON CURVE J� M { J Li I ICE - W f Z 0 K INE �gOVESSION w No. 35473 � 9/30/15 I� CIV OF CAL ROBERT E. SMITH RCE 31473 m N0- 35473 tTl EXP. 9-30 -17 cp C/ �,9�FQ� CALE��E�r LEEEND. o STD, CITY SURVEY MONUMENT (TO BE CONST OR EXISTS AS NOTE STD, STREET LIGHT - 9500 LED STD, STREET LIGHT - 22000 LED STD. STREET NAME SIGN (METRO + STD, CITY STREET NAME SIGN STD, CURB RAMP f DRI VEWA Y TRAFFIC CONTROL SIGN PT. RADIAL TO CENTERLINE S TA TIL 7' TYPE "A" CATCH BASIN STANDARD TRAFFIC SIGNAL INTERCOM WIRING AND PULL BOXES ith EET 28 T, 353 352 351... 350 - - -- � 353 P 352 -- 35-1. - - - - - -- - : 350 4 WAY - -- - -- - SHEETS �' O'W1 PA 0 +o.51x +o• 46.95' r 31.42 c ON CURVE J� M { J Li I ICE - W f Z 0 K INE �gOVESSION w No. 35473 � 9/30/15 I� CIV OF CAL ROBERT E. SMITH RCE 31473 m N0- 35473 tTl EXP. 9-30 -17 cp C/ �,9�FQ� CALE��E�r LEEEND. o STD, CITY SURVEY MONUMENT (TO BE CONST OR EXISTS AS NOTE STD, STREET LIGHT - 9500 LED STD, STREET LIGHT - 22000 LED STD. STREET NAME SIGN (METRO + STD, CITY STREET NAME SIGN STD, CURB RAMP f DRI VEWA Y TRAFFIC CONTROL SIGN PT. RADIAL TO CENTERLINE S TA TIL 7' TYPE "A" CATCH BASIN STANDARD TRAFFIC SIGNAL INTERCOM WIRING AND PULL BOXES ith EET 28 T, 353 352 351... 350 - - -- � 353 P 352 -- 35-1. - - - - - -- - : 350 4 WAY - -- - -- - SHEETS �' O'W1 PA 0 �gOVESSION w No. 35473 � 9/30/15 I� CIV OF CAL ROBERT E. SMITH RCE 31473 m N0- 35473 tTl EXP. 9-30 -17 cp C/ �,9�FQ� CALE��E�r LEEEND. o STD, CITY SURVEY MONUMENT (TO BE CONST OR EXISTS AS NOTE STD, STREET LIGHT - 9500 LED STD, STREET LIGHT - 22000 LED STD. STREET NAME SIGN (METRO + STD, CITY STREET NAME SIGN STD, CURB RAMP f DRI VEWA Y TRAFFIC CONTROL SIGN PT. RADIAL TO CENTERLINE S TA TIL 7' TYPE "A" CATCH BASIN STANDARD TRAFFIC SIGNAL INTERCOM WIRING AND PULL BOXES ith EET 28 T, 353 352 351... 350 - - -- � 353 P 352 -- 35-1. - - - - - -- - : 350 4 WAY - -- - -- - SHEETS �' O'W1 PA 0 FLOWLINE CURVE DATA CURVE DELTA RADIUS LENGTH TANGENT 1Q 22'2535" 35.00' 13.70' 6.94' S 78'29'12" E 134'51'11" 84.00' 197.70' 202.06' 3 22'2535" 35.00' 13.70' 6.94' 4 90'00'00" 20.00' 31.42' ° 1- �4z cN 90'00'00" 20.00' 31.42' 20.00' 6 90'00'00" 35.00' �^-• 35.00' Z Q ^ J h r� w N 80'14'47" E ci 0 00 O J z �-) 00 z t - O > Z cn M 5tl*- v M 00 p p O w owQ z � 00 r") N M J 9 +80.00 BC GB FL 348.86 (100.40 RT.) J tL M pMpSv °o �� Lj ° � � J � M + C6 > o J �t CV M N Z r7 op M Q p Cp m W w � c, N M J L.� lL0 � ppe j M LJi U m L. M Q � ocs J m J J m U- U c°� u") CL U 0 o0 U> A N ✓� U O WO LL_ U � j� m m w U CL U 6, Na' 1 m U m �� 00 -go W SEE SHEET 26 °o °o ° °o CD + A + 0 FLOWLINE CURVE DATA CURVE DELTA RADIUS LENGTH TANGENT 1Q 22'2535" 35.00' 13.70' 6.94' S 78'29'12" E 134'51'11" 84.00' 197.70' 202.06' 3 22'2535" 35.00' 13.70' 6.94' 4 90'00'00" 20.00' 31.42' 20.00' 5 90'00'00" 20.00' 31.42' 20.00' 6 90'00'00" 35.00' 54.98' 35.00' �$ X 0 10 20 20 10 A q °° o M Q q Ln N Na ti ♦ M + "D �0 M M M o� O p p o + 5 cu cu v co cu cu cu io � � c i c� c� J N� J o^ 18' ( ° o (�� ~15 5' 15 5' 1 0 1 1° 0 1 2 1 8 CD , STIN- D 8" S. 7 7 }yp }yp 0 I Ir. 1 Ir. I O (� / ' \ F cn - I I - �' /W `n ii:p \ / S 00'59'15" W _ 62$55 �. 1 t...... cn 3 T 10 +00.00 DELTA 30 S.D w TANGENT Q7 22'2535° 35.00' 13.70' 6.94' S 78'29'12" E 0 ``' 84.00' 197.70' R/W Q9 fE 26' DW ; - - 35.00' 13.70' 6.94' ®0 cn 20.00' 31.42' 20.00' 11 90 ,00'00" 20.00' 31.42' 00 ! 1© 90'00'00' 35.00' 00 pry LLJ Z*x fE 26' DW -' - - �' ^ ONNECT h r� w N 80'14'47" E ci 0 lJ U- ~ z 2 5 > Z cn 9 +77.35 PRC FL 348.83 (87.05' RT.) 5tl*- v m °o ooc� " � ►= 1 20 20 10 N M J 9 +80.00 BC GB FL 348.86 (100.40 RT.) � � °o ,° 3 `` o SEE SHEE T 31 J ± + C6 > o CL Q m m w o- w Q m Q o0 U c°� u") o0 SCALE: ' HORIZ. 1" = 50' VER T. 1 " = 2' 10 352 351 350 349 0 74.76' 348 I Ca 347 C-D -- 352 351 350 349 348 347 8 co 13.70' U U m � 0 Sao - a + 197.70' Al NE 54. ON C 0 - - -- - 1 +50.00 N 8- SEWER 8" SEWER - FL 6; -" 14 S 00'59'15" W 15 WITH 4.5 COMB. SIDEWALK -TW. 16 18" S. D. 12 ON 10 p 62854 CONST. TYPE B" CURB & GUTTER - FLOWLINE CURVE DATA CURVE DELTA RADIUS LENGTH TANGENT Q7 22'2535° 35.00' 13.70' 6.94' ® 134'51'11" 84.00' 197.70' 202.06' Q9 22'25'35" 35.00' 13.70' 6.94' ®0 90,00'00" 20.00' 31.42' 20.00' 11 90 ,00'00" 20.00' 31.42' 20.00' 1© 90'00'00' 35.00' 54.98' 35.00' 3 3 L7 Q U w W w m - - - -Lc) c`u° QJ o o 3 A C�l Mc6 d- 3 Q 3 Q U w W w m - - - -Lc) O O _ 00 o o O - - -- m 13.70' 9.60' - - -- Q CV > c`ou - cu cuu m LO ccul ° _ + c� � TION -r ono co CD 1 4 1 5 ONNECT 1 6 1 7 1 8 ci 0 C5 r; TY 1 0�o� 3 I I a s "R /W p 3 q A I I A FI) 00 5 1 �0 29' "' "28 27� Cu26 M o6 62 5 ^ CD CD CD CD �� 3 3 M 10 20 20 10 00 � o zo zo co CD > ; SEE SHEET 30 M M' L M O O O 00 w vi W U- m o m ; n c l�n CD Cm� Q J --• --' t N � U- L� U C-) ''' 2 0: U 0 ocl� C) LLI U Q O to a_ + + cq CD N 00 Y ro + CL cl- NOTE' CONSTRUCT STREET SECTION PER TYPE "A" O O C14 17 O S 0:x'59'15" W 18 CV - 3 3 A A 2524 C3 C3 U-) U-) LOCAL STREET SECTION ON SHEET 2 XA TERiVEI OY LANE PHASE 4 11 12 13 14 15 16 17 ¢sra nisoao /Fx._ceC61N2aCL. 1 FI-11AIANCAI WAY __ -- f M C�l Mc6 d- 00 J M L� M J C-D LJ� U w W w m - - - -Lc) Co _ 00 o o O - - -- m 13.70' 9.60' -4211% -- - -- r�� M 3V 11-1141- - - -,� 00 J m LJ� U' J W L EGEND, M o J m M c6 _ 00 LO o O - - -- m a 8 a - - -- Q CV > a - 0 m LO - > 0 _ + U---J TION -r TYPE "A" CATCH BASIN - 100' VER-nc CURVE J W - _____ - -I w 31.42' O.C. � p7 J N7 -m CD C8 LAJ *U w � _ Q m Up 0 aD ' ♦ M M 0 CO t N Q +0.202: Ste_ G. a, Icn o^ C> 4gOFESSj0 U.) ��� RT E. S� 44y , 7 f N O Z w No. 35473 M L� ¢Uw 9/30/15 U ° Q i[ ul) v SEE SHEET 27 Q "10 w M 10 20 20 19 +68.35 EC FL 351.89 (100.40 LT. �9T' pF j C CO c* 19 +71.00 PRC FL 351.86 (87.05 LT.; �° 1 9 51- S 80'21'14" 26' DW J o=� 00 Q no co 20 62852 Ns1<0 J. �B' I �y SI 2 3 N7 Lo � o � �TJ 4, c0 coo � �p C_j N O z z 0 L n o � F= m U .A �� � 1 m co LL_ cli 05 Of CL O+0 to M .7 13.9 co m U C7 - - - m M m co vo 19 20 ON CURVE Vol_ J --- - LL_ -- m CD U evr -t - - -. W OW CURVE ROBERT E. SMITH I RCE 35473 BT E. \� No.35473 2 EXP• 9 -30 -17 c5'j C'Vll .Q 'AL'SCRty. L EGEND, M o STD, Cl T Y SURVEY MENUMENT A _ 00 LO o O a STD, STREET LIGHT - 22000 L D + STD, STREET NAME SIGN (MET U > U - m d M. W - > 0 o ui 50' VERTICAL axtVE i -- PT. RADIAL TO CENTERLINE STI TION -r - _____ - -I w 31.42' O.C. � p7 J N7 -m CD C8 LAJ *U w � _ Q m Up 0 aD ' ♦ M M 0 CO t N Q +0.202: Ste_ G. a, Icn o^ C> 4gOFESSj0 U.) ��� RT E. S� 44y , 7 f N O Z w No. 35473 M L� ¢Uw 9/30/15 U ° Q i[ ul) v SEE SHEET 27 Q "10 w M 10 20 20 19 +68.35 EC FL 351.89 (100.40 LT. �9T' pF j C CO c* 19 +71.00 PRC FL 351.86 (87.05 LT.; �° 1 9 51- S 80'21'14" 26' DW J o=� 00 Q no co 20 62852 Ns1<0 J. �B' I �y SI 2 3 N7 Lo � o � �TJ 4, c0 coo � �p C_j N O z z 0 L n o � F= m U .A �� � 1 m co LL_ cli 05 Of CL O+0 to M .7 13.9 co m U C7 - - - m M m co vo 19 20 ON CURVE Vol_ J --- - LL_ -- m CD U evr -t - - -. W OW CURVE ROBERT E. SMITH I RCE 35473 BT E. \� No.35473 2 EXP• 9 -30 -17 c5'j C'Vll .Q 'AL'SCRty. M 5_1 � � 1 4D DATE 352 351 350 349 348 347 352 351 350 • 347 SJ I'l wl fo'l L EGEND, o STD, Cl T Y SURVEY MENUMENT (TO BE CONST OR EXISTS AS VIED) o STD. STREET LIGHT - 9500 L a STD, STREET LIGHT - 22000 L D + STD, STREET NAME SIGN (MET + STD. CITY STREET NAME SIGN STD, CURB RAMP f DRI VEWA Y TRAFFIC CHNTRHL SIGN PT. RADIAL TO CENTERLINE STI TION -r TYPE "A" CATCH BASIN �- STANDARD TRAFFIC SIGNAL INTER ONNECT WIRING AND PULL BOXES M 5_1 � � 1 4D DATE 352 351 350 349 348 347 352 351 350 • 347 SJ I'l wl fo'l FLOWLINE CURVE DATA CURVE DELTA RADIUS LENGTH TANGENT 1� 90'00'000 20.00' 31.42' 20.00' 02 90'00'00' 20.00' 31.42' 20.00' �3 22'25'35" 35.00' 13.70' 6.94' ® 134'51'11" 84.00' 197.70' 202.06' 05 22'25'35' 35.00' 13.70' 6.94' © 90100'00' 35.00' 54.98' 35.00' O m o R° c.;- C—) J m WW �� rn a 06 o� o N F- -� m + co Q o o + Cq N O CD o� NOTE: CONSTRUCT STREET SECTION PER TYPE "A" LOCAL STREET SECTION ON SHEET 2 P UMPIfIY PA TCH IA YE SCALE: H ORI Z. 1 " = 50' VE R T. 1 so — 2 PffA"QT_J 4 10 11 12 13 14 353 352 - -- — -- — -- 351 350 ., Awl - 314 • 4.09' ON �RVE rn 0C2 14' - -- — 349 - -- -� — - -- - M n J ai M U- C� 348 -- - - n. m W _ -- m W O 0 O C> - -- N C4 A - C3 O J 353 _ - - -- -- 352 --- - - - - -- - -- __. 351 350 -19_ 7 .70 ' • ON _ CR 188.69 O.C. 3,.42' OC80 349 CL M � 348 -- - - - U N 1 _ W - --- m 4= 0 + <t- 13. 0 9 15 4gOFESSIj), 9 E. w No. 35473 ml 3� 9/30/15 �' ROBERT E. SMITH RCE 354-73 DATE �C 7� pIVIL OF C ALX� e�`cQO��RT E. S,.y r Z No. 3473 Exp. 9 -30 -17 �I� iFO� L EGE0 o STD, CITY SURVEY MONUMENT (TO BE CONST OP EXISTS AS NOTED) STD, STREET LIGHT - 9500 LED STD. STREET LIGHT - 22000 LED STD, STREET NAME SIGN (METRO) + STD, CITY STREET NAME SIGN J9 STD, CURB RAMP f DRIVEWAY TRAFFIC CONTROL SIGN PT RADIAL TO CENTERLINE STATION T TYPE "A" CATCH BASIN -� STANDARD TRAFFIC SIGNAL INTERCONNECT WIRING AND PULL BOXES 9 353 - 352 351 350 349 348 353 352 i - � -- 351 350 J L� 349 C-3 - -- m 348 /V ■ ■ 7 1 7TN I l XJAA V IVla t, R A T —_ TRACT Na. PHASE _ STREET PCB -&-PROFILE PUMP PATCH LANE SHEET 0 OF 52 SHEETS ^ J r- M ^ J p O M w �°n M u- Cl m W��1 Z o Z �Q O LO am ¢ ^ Q v w Q rn q-4- Lu Z m U— M ° N SEE SHEET 36 Q �J � � z ~ Z M + M 20 �� 1 U 0 0 T - 13 +49.09 EC FL 350.65 (100.40' LT.) W o o ^ 5 113 +51.74 PRC FL 350.62 (87.05 LT.) SEE SHEET 29 0 ° o°. aC°, 5 L� N O + - 0 3 0 � ,.�o 10 20 2O � o° o c> m U- 1 w S 81'09'06" W 26' DW r, rf g -► 5 � E p I "s 26' DW - - N �O o E in L j cy) a O /W ® 26' DW N 7734'46" W -- - - -- - a CD ✓ 62856 1 L O g �.. X" SEWFc N CONST TYPE "B" CURB &GUTTER t2 O 89'00'45" E 13 8 O L IMTH 4.5 COMB. SIDEWALK -TYP. n1 OS 3 � 5 / \ 26' DW — — °o I I R/W 6 I 15.5 15 5 ,» 60 cu A2O 10 6 It� a z o 3 O LO co r N A� 6 SEE SHEET 29 M o o ° ° � d� J u- LJ7 vC Lf� C3 + ° d� O m o R° c.;- C—) J m WW �� rn a 06 o� o N F- -� m + co Q o o + Cq N O CD o� NOTE: CONSTRUCT STREET SECTION PER TYPE "A" LOCAL STREET SECTION ON SHEET 2 P UMPIfIY PA TCH IA YE SCALE: H ORI Z. 1 " = 50' VE R T. 1 so — 2 PffA"QT_J 4 10 11 12 13 14 353 352 - -- — -- — -- 351 350 ., Awl - 314 • 4.09' ON �RVE rn 0C2 14' - -- — 349 - -- -� — - -- - M n J ai M U- C� 348 -- - - n. m W _ -- m W O 0 O C> - -- N C4 A - C3 O J 353 _ - - -- -- 352 --- - - - - -- - -- __. 351 350 -19_ 7 .70 ' • ON _ CR 188.69 O.C. 3,.42' OC80 349 CL M � 348 -- - - - U N 1 _ W - --- m 4= 0 + <t- 13. 0 9 15 4gOFESSIj), 9 E. w No. 35473 ml 3� 9/30/15 �' ROBERT E. SMITH RCE 354-73 DATE �C 7� pIVIL OF C ALX� e�`cQO��RT E. S,.y r Z No. 3473 Exp. 9 -30 -17 �I� iFO� L EGE0 o STD, CITY SURVEY MONUMENT (TO BE CONST OP EXISTS AS NOTED) STD, STREET LIGHT - 9500 LED STD. STREET LIGHT - 22000 LED STD, STREET NAME SIGN (METRO) + STD, CITY STREET NAME SIGN J9 STD, CURB RAMP f DRIVEWAY TRAFFIC CONTROL SIGN PT RADIAL TO CENTERLINE STATION T TYPE "A" CATCH BASIN -� STANDARD TRAFFIC SIGNAL INTERCONNECT WIRING AND PULL BOXES 9 353 - 352 351 350 349 348 353 352 i - � -- 351 350 J L� 349 C-3 - -- m 348 /V ■ ■ 7 1 7TN I l XJAA V IVla t, R A T —_ TRACT Na. PHASE _ STREET PCB -&-PROFILE PUMP PATCH LANE SHEET 0 OF 52 SHEETS FLOWLINE CURVE DATA CURVE DELTA RADIUS LENGTH TANGENT 1� 90.00'00" 35.00' 54.98' 35.00' 02 90'00'00" 37.00' 58.12' 37.00' �3 22'25'35" 35.00' 13.70' 6.94' 4 134'51'11" 84.00' 197.70' 202.06' (3 ) 22'25'35" 35.00' 13.70' 6.94' © 90.00'00" 20.00 31.42' 20.00' (7 90.00'00" 20.00' 31.42' 20.00' 8 22.25'35" 35.00' 13.70' 6.94' 09 134.51'11" 84.00' 197.70' 202.06' 0 22.25'35" 35.00' 13.70' 6.94' SCALE: 350 349 348 347 350 349 348 347 HORIZ. 1" = 50' VE R T. 1 to = 2' Q v u W J ap M OR CO m 00 W 7 Li M ¢ ^ r7 Gi r ~ Z _j cm� °i w Pismo, LL_ r J Q� Li M CL AM ck:: m W Li �Z l =Q SEE SHEET 29 � 0 3 m 3 W "' � CD SEE SHEET 32 9 +80.00 BC FL 348.40 (100.40' LT.) 20 20 O o L ° � ` ° o^ M W Q 20 20 16 +78.19 EC FL 349.16 (100.40' LT.) 9 +77.35 PRC FL 348.43 (87.05 LT.) o o+ cu u; Cu "' to o a, i 16 +80.84 PRC FL 349.13 (87.05' LT.) 5 0 c � � co ___ R / 6 T5- ++ q q p N p q q q rn 3 r O M O \� V L Ln + m ci + 5 S 78'22'45" E o ° ti Cu v `� S 80'21'14" W 26' DW ; - - � c� � - ;� fE 26' DW 64 65 155'135' 66 67 ° ° 68 ° 69 70� Lu cn; M 6 3 0 1YP TYP M o M bo rn r vs CD (+ M Y ,.,. - LO CR /W ° N 78'22'45" W It -�0 co 5p/ - -- -- - - - -- - - N�L 10+ 00 8' ti W�p O +1 1 I q" FL WITH 4.5 COMB. SIDEWALK- TYP.N. N 062858 /B% 8 - -- - - cV S 89 00'45" E -- __ -__ -- ( - CONST. TYPE 'B" CURB & GUTTER _ - +15 `�' "' `.... ,�_ ,...�. ._ .� S 89'00'45' E O �, ^. 12 13 14 O 16 30 °.� Q I `V L �j 062857 -- - L N - ® - - �' 4 - .� y l I q R W o q q I W 0o I I `� ^ i0 ^ � ^ � i0 i0 oo l0 d _��� ? 1 5f 9 1� Cu 90 89q.T».q 88 87 � ot'N 86 z qz co ° 2� 5 2� �Q p � � � �� F- N CN to CO M d u� � clu N 00 Oj v `C c ; Go J SEE SHEET 13 M N M ,� ,� U-,) 00 r7 I..L J -• � �0 In oo J m Mi r7 L+- u 0 r 1J o, ti `0 raj LL U J Z J m C7 00 , M U Cn LL CD v v z ,� v- K o o ,; w C) m Q m z r7 ao ct, U m C7 C7 W Z c- L< tJi M + ^ Z Q m L0 Ln r-i M� U LO _ ° + � U L0 LO BOO- 0r-: 0 Lci Q M N O� W. r7 M, LC)_ Ckf C) + + m J N r` ifs U Lam`. L0 to j �N NOTE: CONSTRUCT STREET SECTION PER TYPICAL LOCAL STREET SECTION ON SHEET 2 JI CA JIA XA Y M M __j M m C5 i CD °O- + 9.60 13.70' iul ON CURVE 0, CURVE co CD �gOFESSIp� 9 w No. 35473 nj 9/30/15 CIVIti OF CAl x�c" ROBERT E. SMITH RCE 35473 Q FESS�0 Z No. 354 7 3 Exp. 9 -30 -17 CIV11,.E�„r� `O CAt\ sue' LEGEND. o STD. CITY SURVEY M)NUMENT (TV BE CLINST OR EXISTS AS ZT, STD. STREET LIGHT - 9500 LED STD, STREET LIGHT - 22000 LED + STD, STREET NAME SIGN (METRO) + STD, CITY S TREE T NAME SIGN STD, CURB RAMP f DRI VEWA Y -� TRAFFIC CONTROL SIGN PT RADIAL TO CENTERLINE S TA TIL T TYPE "A" CATCH BASIN STANDARD TRAFFIC SIGNAL INTERCON) WIRING AND PULL BOXES Cr DATE __350 +0.200% _ _ +ate ' 349 r7 +0.2089L - o - 160.15' 54.98' C9 Z7&4S' __�- 115.55' 00 ON CURVE � M , 348 - FLOWUNE - - I 347 ui + co - -- - -- 4m 00 - .- _ I _ _ EX. GROU r7 oo 's J ai - #- U r7 � - - -- - -- w- 350 - +o. _ ,off -- _ +0 zac _ m 349 _ _. - -- 31.42 r- 37.42• 0 473% - 13.70' p 74.76' o O.C. ' : a� 0 ' cc +0• 197.70' O.C. Q O.C. M -- - �o - - - -- 67.64 °� O.C. ON CURVE 348 - - -- - - - - � � -- - -- Vic'' ----- - - -- -- � -� � � ___ 347 V W U (� U* U d LL_ U m U . Lc?_� --�1 w -�- - - -- rn , -- U - - - - - - ;� CD tlj 4 4- N L0 _- - -- r - ------- �NC0RPO. ATED '� - - -Illo- 687 - -? #ASE 4 - -LAY__ PROFILE - RA Y t I SHEET 31 OF 12 SHEETd i FLOWLINE CURVE DATA CURVE DELTA RADIUS LENGTH TANGENT 1� 2225'35" 35.00' 13.70' 6.94' �2 134'51'11' 84.00' 197.70' 202.06' �3 90'00'00" 35.00' 54.98' 35.00' ® 22'25'35' 35.00' 13.70' 6.94' (5 90'00'00' 20.00' 31.42' 20.00' © 90'00'00' 20.00' 31.42' 20.00' 07 90'00'00" 20.00' 31.42' 20.00' ® 90'00'00" 20.00' 31.42' 20.00' �9 22'25'35' 35.00' 13.70' 6.94' �0 134'51'11" 84.00' 197.70' 202.06' 11 90'00'00" 35.00' 54.98' 35.00' 10 2225'35' 35.00' 13.70' 6.94' SCALE: ' H OR I Z. 1" = 50' VE R T. 1 " = 2' 16 +53.85 EC FL 350.50 (100.40' LT.) 16 +56.50 PRC FL 350.47 (87.05' LT.) V 111-,$00062859 - 4 - -- O - - - WITH 4.5 COMB. SIDEWALK -TYP. - - O 4 61L`°/ �•� 11 I 12 N S 00'59'15" W 13 CONST. TYPE "B" CURB & GU714 15 N 62861 16 `�8s E 5�4�� _- 62860 0 0 ® `�' I - -- _ 0 P AR K 8 �i 1' I I o i I ' ` -� 83� '� 82^ IIss'ISS'I N 79 ^ - o MI TS' IssIM cn 1 -j Tw-.' 8 0 �° rrr. rrP. c� 0i CD q 10 20 20 ! 10 ° 10 20 20 10 � W Ln LO Of cu cu ,, �, SEE SHEET 33 J o o J o SEE SHEET 34 0 � �, °^ m C31 J u- J LJt_ ' � <L U7 U7 Li M LO J O M m � M O OR 0 Ln Ln Ln �'" U m M J c`r� m J J O al: tin c� W c� J LL LL O u- oo M O r' + CD, w LE _ + �o No � C m Z c� W n m cD C� C� w �U�N O 0 o m" o O Q o S W w� -I- (:> cn� m� �o m° o + o° � � C) + + o J °O o + NOTE: CONSTRUCT STREET SECTION PER TYPE "A" LOCAL STREET SECTION ON SHEET 2 HOLLY BERRY DRIVE PHASE 4 10 11 12 13 14 15 co 0 0 � M_ M J 1 - J 35 u- m CT] V' CD 350 m C-) - m o- o C) 349 +p 509% - 523.8 348 54.98' -- - -- ON CURVE - ! _ 347 346 - - � - - -- - - - - -- - - -- 346 -k GROUND 0--C4 351 350 - -- I +0.46 01: 200.00' 34 - - - -.- - -- - -- +).2M% t k� Z- 1 .70 96�. 4 N - - - - -- 197.70' O.C. m 3j n C. of 348 �_ -- 6� 64 -- o 1 �, - r d' Ln a0 W(/ -M - ___per - -- !'�.. - OD. M - - --- J - I I I. II C M 347 -� � -� - M u _ Li. m Ly ..__ L. C. _... � d G7 m _ � ELI O- - � C7 _ 346 O ° b ° W ° ci -- - ° C> ° m _ _o _ o 0 0 + STA. 11 +50.00 PASS - I-- - --, - - - 1- -- --1 - - ��4 - _ N hr2 L`nn 3T 4Z Lo M M CA ce T wry U-- ? .-. .M- LO U J M - --8 -- m LO Ln CO LO O M� mM O O m Q SEE SHEET 35 00 W cd M Q Li U � � 0 + N ° �� J Li N O U SEE SHEET 31 °o m 16 +53.85 EC FL 350.50 (100.40' LT.) 16 +56.50 PRC FL 350.47 (87.05' LT.) V 111-,$00062859 - 4 - -- O - - - WITH 4.5 COMB. SIDEWALK -TYP. - - O 4 61L`°/ �•� 11 I 12 N S 00'59'15" W 13 CONST. TYPE "B" CURB & GU714 15 N 62861 16 `�8s E 5�4�� _- 62860 0 0 ® `�' I - -- _ 0 P AR K 8 �i 1' I I o i I ' ` -� 83� '� 82^ IIss'ISS'I N 79 ^ - o MI TS' IssIM cn 1 -j Tw-.' 8 0 �° rrr. rrP. c� 0i CD q 10 20 20 ! 10 ° 10 20 20 10 � W Ln LO Of cu cu ,, �, SEE SHEET 33 J o o J o SEE SHEET 34 0 � �, °^ m C31 J u- J LJt_ ' � <L U7 U7 Li M LO J O M m � M O OR 0 Ln Ln Ln �'" U m M J c`r� m J J O al: tin c� W c� J LL LL O u- oo M O r' + CD, w LE _ + �o No � C m Z c� W n m cD C� C� w �U�N O 0 o m" o O Q o S W w� -I- (:> cn� m� �o m° o + o° � � C) + + o J °O o + NOTE: CONSTRUCT STREET SECTION PER TYPE "A" LOCAL STREET SECTION ON SHEET 2 HOLLY BERRY DRIVE PHASE 4 10 11 12 13 14 15 co 0 0 � M_ M J 1 - J 35 u- m CT] V' CD 350 m C-) - m o- o C) 349 +p 509% - 523.8 348 54.98' -- - -- ON CURVE - ! _ 347 346 - - � - - -- - - - - -- - - -- 346 -k GROUND 0--C4 351 350 - -- I +0.46 01: 200.00' 34 - - - -.- - -- - -- +).2M% t k� Z- 1 .70 96�. 4 N - - - - -- 197.70' O.C. m 3j n C. of 348 �_ -- 6� 64 -- o 1 �, - r d' Ln a0 W(/ -M - ___per - -- !'�.. - OD. M - - --- J - I I I. II C M 347 -� � -� - M u _ Li. m Ly ..__ L. C. _... � d G7 m _ � ELI O- - � C7 _ 346 O ° b ° W ° ci -- - ° C> ° m _ _o _ o 0 0 + STA. 11 +50.00 PASS - I-- - --, - - - 1- -- --1 - - ��4 - _ N hr2 L`nn 3T 4Z Lo M M CA ce T wry U-- ? 10 20 .M- LO U 10 M - --8 -- m LO m U M� mM Q J m o M SEE SHEET 35 00 W 20 16 +53.85 EC FL 350.50 (100.40' LT.) 16 +56.50 PRC FL 350.47 (87.05' LT.) V 111-,$00062859 - 4 - -- O - - - WITH 4.5 COMB. SIDEWALK -TYP. - - O 4 61L`°/ �•� 11 I 12 N S 00'59'15" W 13 CONST. TYPE "B" CURB & GU714 15 N 62861 16 `�8s E 5�4�� _- 62860 0 0 ® `�' I - -- _ 0 P AR K 8 �i 1' I I o i I ' ` -� 83� '� 82^ IIss'ISS'I N 79 ^ - o MI TS' IssIM cn 1 -j Tw-.' 8 0 �° rrr. rrP. c� 0i CD q 10 20 20 ! 10 ° 10 20 20 10 � W Ln LO Of cu cu ,, �, SEE SHEET 33 J o o J o SEE SHEET 34 0 � �, °^ m C31 J u- J LJt_ ' � <L U7 U7 Li M LO J O M m � M O OR 0 Ln Ln Ln �'" U m M J c`r� m J J O al: tin c� W c� J LL LL O u- oo M O r' + CD, w LE _ + �o No � C m Z c� W n m cD C� C� w �U�N O 0 o m" o O Q o S W w� -I- (:> cn� m� �o m° o + o° � � C) + + o J °O o + NOTE: CONSTRUCT STREET SECTION PER TYPE "A" LOCAL STREET SECTION ON SHEET 2 HOLLY BERRY DRIVE PHASE 4 10 11 12 13 14 15 co 0 0 � M_ M J 1 - J 35 u- m CT] V' CD 350 m C-) - m o- o C) 349 +p 509% - 523.8 348 54.98' -- - -- ON CURVE - ! _ 347 346 - - � - - -- - - - - -- - - -- 346 -k GROUND 0--C4 351 350 - -- I +0.46 01: 200.00' 34 - - - -.- - -- - -- +).2M% t k� Z- 1 .70 96�. 4 N - - - - -- 197.70' O.C. m 3j n C. of 348 �_ -- 6� 64 -- o 1 �, - r d' Ln a0 W(/ -M - ___per - -- !'�.. - OD. M - - --- J - I I I. II C M 347 -� � -� - M u _ Li. m Ly ..__ L. C. _... � d G7 m _ � ELI O- - � C7 _ 346 O ° b ° W ° ci -- - ° C> ° m _ _o _ o 0 0 + STA. 11 +50.00 PASS - I-- - --, - - - 1- -- --1 - - ��4 - _ N hr2 L`nn 3T 4Z Lo M M CA ce T wry U-- ? 10 20 20 ' 10 g � - --8 -- Q Q . I 00 Lo 10 20 20 1 9 +80.00 BC FL 348.70 (100.40' LT.) ;� 5� 0 + N ° �� J Li N � 9 +77.35 PRC FL 348.73 (87.05' LT.) 0 3 3 3 3 3 3 3 to T ao q q q o o q q q q 86 w N o� 70CD N 710 CD 78� X74 750 760 w 0 °o ( � Ln U-,) I5 5' 15v 5' Ln Ln CD � 0 in ?� o: o� co o Tw. Tw. co v U-5 0 lJ o co CO cn ; Cf o I ! + jo ft N 85 0co� - - o - o - 16 +53.85 EC FL 350.50 (100.40' LT.) 16 +56.50 PRC FL 350.47 (87.05' LT.) V 111-,$00062859 - 4 - -- O - - - WITH 4.5 COMB. SIDEWALK -TYP. - - O 4 61L`°/ �•� 11 I 12 N S 00'59'15" W 13 CONST. TYPE "B" CURB & GU714 15 N 62861 16 `�8s E 5�4�� _- 62860 0 0 ® `�' I - -- _ 0 P AR K 8 �i 1' I I o i I ' ` -� 83� '� 82^ IIss'ISS'I N 79 ^ - o MI TS' IssIM cn 1 -j Tw-.' 8 0 �° rrr. rrP. c� 0i CD q 10 20 20 ! 10 ° 10 20 20 10 � W Ln LO Of cu cu ,, �, SEE SHEET 33 J o o J o SEE SHEET 34 0 � �, °^ m C31 J u- J LJt_ ' � <L U7 U7 Li M LO J O M m � M O OR 0 Ln Ln Ln �'" U m M J c`r� m J J O al: tin c� W c� J LL LL O u- oo M O r' + CD, w LE _ + �o No � C m Z c� W n m cD C� C� w �U�N O 0 o m" o O Q o S W w� -I- (:> cn� m� �o m° o + o° � � C) + + o J °O o + NOTE: CONSTRUCT STREET SECTION PER TYPE "A" LOCAL STREET SECTION ON SHEET 2 HOLLY BERRY DRIVE PHASE 4 10 11 12 13 14 15 co 0 0 � M_ M J 1 - J 35 u- m CT] V' CD 350 m C-) - m o- o C) 349 +p 509% - 523.8 348 54.98' -- - -- ON CURVE - ! _ 347 346 - - � - - -- - - - - -- - - -- 346 -k GROUND 0--C4 351 350 - -- I +0.46 01: 200.00' 34 - - - -.- - -- - -- +).2M% t k� Z- 1 .70 96�. 4 N - - - - -- 197.70' O.C. m 3j n C. of 348 �_ -- 6� 64 -- o 1 �, - r d' Ln a0 W(/ -M - ___per - -- !'�.. - OD. M - - --- J - I I I. II C M 347 -� � -� - M u _ Li. m Ly ..__ L. C. _... � d G7 m _ � ELI O- - � C7 _ 346 O ° b ° W ° ci -- - ° C> ° m _ _o _ o 0 0 + STA. 11 +50.00 PASS - I-- - --, - - - 1- -- --1 - - ��4 - _ N hr2 L`nn 3T 4Z Lo M M CA ce T wry U-- ? CD 0 ri cU - --8 -- p 0 ___- - -- ----EJ - - - -- . I 00 m _. g .a- o c, + a. 0 cp . O a.. 0 + sF 0 + 0 + � �� J Li 53.45 -- • 13.70' c d t --SSA. -14 +30.00 - -- LIME GROVE DRI VE - 4 -- I I�J OD M CPS 17 4RiVESSI�N E. S fql w No. 35473 9/30/15 ROBERT E. SMITH RCE 35 73 �c fp��TE OFivill, o4�~� CAL Li LL- rho No. 35 ?73 * Ex,. 9-30-17 CtV1l� 'OF CAI.\; �q. L EGEND. o STD, CI T Y SURVEY MONUMENT <TO BE CONS NR EXISTS AS NOT STD, STREET LIGHT - 9500 LED STD, STREET LIGHT - 22000 LED STD, STREET NAME SIGN (ML-TRH) + STD, CITY STREET NAME SIGN J� STD, CURB RAMP f DRI VEWA Y TRAFFIC CONTROL SIGN PT RADIAL TV CENTERLINE S TA TIO TYPE "A" CATCH BASIN STANDARD TRAFFIC SIGNAL INTERCON CT WIRING AND PULL BOXES DATE r. 4 t - I SCALE: 351 km 352- I 349. [ - FLOWLINE CURVE DATA CURVE DELTA RADIUS LENGTH TANGENT (i EE 0 90'00'00" 80'00'00" 20.00' 20.00' 31.42' 31.42' 20.00' 20.00' OINSTALL STD. CL III BARRICADE WITH Wl -7 w /OM4 -3 MARKER J r rn LO CX: W � o CK m o m i- M U N C� J � 4J U O L� W m m = O m o c=oo O v SEE SHEET 32 0 + 1020 [120 �Oo° 51 26' DW - P A R K R/W o Lrs 26' DW -L ao S 89'00'45" E +_ FL T R/W o � L0 Cl I u") co J ^N I ro 0 z O M m M U m ¢ M tJi .7 - - -i 0 Z OM m OM M U W4 SEE SHEET 32 m I �� o m Lq W J + U_ O m °D � w o J � m N 0 NOTE: CONSTRUCT STREET SECTION PER TYPE »A" LOCAL STREET SECTION ON SHEET 2 DRAINAGE EASEMENT RECORDED DOCUMENT # 0215063440 F- C, o v LIME GROVE 0 0 DRIVE o�� HoR,Z. , - 501 LIME cp 0 ICE DRIVE 1" VERT. 1° = z' PHASE 4 10 11 12 ° -GROUND'-@- Cl _ - - - --�— - _za201,, __ LLJ 179.42 — - — -o o > —u� k�. co PO ck: CL dC6 M LL- N U CU N m W -FLO- -' m O 0 8_1 � EX. GROUND 0 L 70.202 ; h 111.5 ' _ _ _ _ 4_x.1 -- LO -31� -- -- -- - — - - -_4 - -- 0• • o � I - -- — ... !FF/ ME o �F_E - CL �._. —cl- 4gOFE E. r w No. 35473 C' 9/30/15 �c Civil, CF C ALj��� ROBERT E. SMITH RCE 3543 DATE r rQ` o• 354r3 .*� Exp. 9 -3c -i7 `f'>q civil_ �Q LEGEND. o STD, CITY SURVEY MONUMENT (TO BE CONST OR EXISTS AS NO D) a STD, STREET LIGHT - 9500 LED STD, STREET LIGHT - 22000 LED + STD, S TREE T NAME SIGN (METRO) + STD CITY STREET NAME SIGN STD, CURB RAMP f DRI VEWA Y �- TRAFFIC CONTROL SIGN PT RADIAL TO CENTERLINE STAT17N T TYPE "A" CATCH BASIN -� STANDARD TRAFFIC SIGNAL INTERCO NECT WIRING AND PULL BOXES 349 352 r 351 350 SHEET 34 OF 52 SH ETS ' 352 351 350 349 352 351 350 349 FLOWLINE CURVE DATA CURVE DELTA RADIUS LENGTH TANGENT 1T 90'00'00' 20.00' 31.42' 20.00' 42 22'25'35" 35.00' 13.70' 6.94' �3 134'51'11 84.00' 197.70' 202.06' 4 22'25'35 35.00' 13.70' 6.94' ( 90100'00" 35.00' 54.98' 35.00' © 90'00'00' 20.00' 31.42' 20.00' SCALE: H °RIZ. 1 I = 5 °� B-1ACKBERRY IrA Y VERT. 1" = 2 PHASE 4 10 11 12 13 14 -0 5M _ c 31.42' -Q - - r- - 188.70' C> 13.70!111n__ 3.70' n LO 197.70' - -- C -- CURVE .7 ' 53 ON ^0 c - — - - - - m cos m U OC) CL C14 O 00 O LLJ .N Q - - -- N - - -- - -- to - -- - °� + -F N m Io + M -o 5092 `. 0 13 O o co co - - 6£: -- 0 L2 w C aCD - - R-01 O O M m N "' I `` "' W LO rl") " 0 20 20 I`- __j m m + " SEE SHEET 32 U� w o PARK O � mo c>M SEE SHEET 36 6 J O J L1_ 10 20 20 ! 10 Cc,54 ° + ° m C> �-� o __j N dN0 7 R /W N NN ._. CD 0 l I o 26' DW H 4.5 COMB. SIDEWALK -TYP. L 0+ 11 CONS T. TYPE 'B° CURB & GUTTER 12 'CN S 89'00'45" E 26' DW - - 36 � j6: R/W o ° 0 52 78 0 20 _ 5 20 SEE SHEET 36 o (_LJ m M C.7 O J U li W J Cm� O 4. 0 0 0 N + O NOTE: CONSTRUCT STREET SECTION PER TYPE "A" LOCAL STREET SECTION ON SHEET 2 H °RIZ. 1 I = 5 °� B-1ACKBERRY IrA Y VERT. 1" = 2 PHASE 4 10 11 12 13 14 -0 5M _ c 31.42' -Q - - r- - 188.70' C> 13.70!111n__ 3.70' n LO 197.70' - -- C -- CURVE .7 ' 53 ON ^0 c - — - - - - m cos m U OC) CL C14 O 00 O LLJ .N Q - - -- N - - -- - -- to - -- - °� + -F N m Io + M -o 5092 `. 0 13 O - - 6£: -- 0 L2 234.10' C aCD - - R-01 - M ON RVE — m N "' I `` "' ® 13 +51.75 PRC FL 350.07 (87.05' RT.) " 0 20 20 13 +49.10 EC FL 350.04 (100.40' RT.) 0 m m + " SEE SHEET 32 o OW + =mo H °RIZ. 1 I = 5 °� B-1ACKBERRY IrA Y VERT. 1" = 2 PHASE 4 10 11 12 13 14 -0 5M _ c 31.42' -Q - - r- - 188.70' C> 13.70!111n__ 3.70' n LO 197.70' - -- C -- CURVE .7 ' 53 ON ^0 c - — - - - - m cos m U OC) CL C14 O 00 O LLJ .N Q - - -- N - - -- - -- to - -- - °� + -F N m Io + M -o 5092 0 31.42' - - 6£: -- 0 - 234.10' C - 1H - - R-01 - M ON RVE — m _ m o W + + 40 �� G,•Z C4 No. 35473 V-j 9/30/15 oCIVitiXjo4 ~� C NL '�"�, ROBERT E. SMITH RCE 354 3 DATE 40QROFESS/p S No.35473 Exp. 9-30-17 �tnCivil. F cALtFQ`% LEGEND, STD, CITY SURVEY MONUMENT (TO BE CONST OR EXISTS AS NUTED) STD, STREET LIGHT - 9500 LED U STD, STREET LIGHT - 22000 LED + STD STREET NAME SIGN (METRO) + STD. CITY S TREE T NAME SIGN S TD, CURB RAMP =J-= f DRI VE WA Y TRAFFIC CONTROL SIGN PT RADIAL TO CENTERLINE STATION -r TYPE "A" CATCH BASIN STANDARD TRAFFIC SIGNAL INTERCONNECT, WIRING AND PULL BOXES L 352 351 350 349 352 351 350 349 _TRA 7 Cr, ! STREff SAN _ _ OFILE- -- CKB_ ERR_ -- Y - - - - - -- -- SHE OT 35 OF 2 EETS I 0 FLOWLINE CURVE DATA CURVE DELTA RADIUS LENGTH TANGENT 1T 2225'35' 35.00' 13.70' 6.94' 42 134'51'11' 84.00' 197.70' 202.06' (3 90'00'00' 35.00' 54.98' 35.00' ® 22'25'35' 35.00' 13.70' 6.94' (5 90'00'00' 20.00' 31.42' 20.00' © 90'00'00' 20.00' 31.42' 20.00' (7 2225'35' 35.00' 13.70' 6.94' 8 134'51'11' 84.00' 197.70' 202.06' (9 90'00'00' 35.00' 54.98' 35.00' 00 1 22'25'35' 35.00' 13.70' 11W J 10 +00.00 N L g5 WITH 4.5 COMB. SIDEWALK -TYP. o O S 00'59'15" W I I ��jk I CONST. TYPE 78' CURB & GUTTER N S 00'59'15 W 16 �W - _.. _ 'SEWER 12 FIL � 62862 13 14 15 C 6Z > -C>" I . s�� O L o 57 w 3 56q RJ N N z cn cti co _ M � 31: 3 Q o� o� ZM F= o, W� 2b 4 2 h4> xha. 2b CO / �•, �� 1�ox 4 3 I I R/W o R/W 'u ca o - _ 15 5' 'T 5' I `L 00 v a cn �55 543�P.3 53 L 00 °1a 20 2010 °� ! A K IN Qj � o'0 o cif C'4 M M� SEE SHEET 35 o M 5 1 M� i s 10 Ln O O ~ W LJ� M >_ M M n~ CND K 6 m U + Lo Y o L°n M CL C1` CC J m CD u M o - -� w m '1 M IJi CD W U O+ W �LO CL CL Q U- � U J9 0�0 Q m SEE SHEET 30 � f DRI VEVA Y 00 J o n 9 +80.00 BC FL 350.19 (100.40' LT.)_ 10!20 C" 120 a W m 1c3> N STANDARD TRAFFIC SIGNAL INFERCONNECT, ro r) 26 SD86'02'56" __ E M 5 oLO � o + Cu 9 +77.35 Ill Ill 350.22 (87.05' LT.) 3 0 q Q Q�j o Q�, 0 / 59 M cu a % 32 �_ 33 34 35 M J 155']55'+ o m O TYP "P OZ O ± co U J 10 +00.00 N L g5 WITH 4.5 COMB. SIDEWALK -TYP. o O S 00'59'15" W I I ��jk I CONST. TYPE 78' CURB & GUTTER N S 00'59'15 W 16 �W - _.. _ 'SEWER 12 FIL � 62862 13 14 15 C 6Z > -C>" I . s�� O L o 57 w 3 56q RJ N N z cn cti co _ M � 31: 3 Q o� o� ZM F= o, W� 2b 4 2 h4> xha. 2b CO / �•, �� 1�ox 4 3 I I R/W o R/W 'u ca o - _ 15 5' 'T 5' I `L 00 v a cn �55 543�P.3 53 L 00 °1a 20 2010 °� ! A K IN Qj � o'0 o cif C'4 M M� SEE SHEET 35 o M 5 1 M� i s 10 Ln O O ~ LJ� M LJ� M >_ M M n~ CND K 6 m U + Lo m LJa.. CJ C1` CC J m CD u M o - -� w m d CD W U O+ W �LO LO U J9 0�0 Q m m f DRI VEVA Y 00 J o n C" m 'r O N STANDARD TRAFFIC SIGNAL INFERCONNECT, ro r) t� WIRING AND PULL BOXES M + `- 0 M M J U J M in `r �`n Eli M CD N + + LO LO O Q q Q A O 4, cOV (�j Cu Cki ciOia 36 � 37 38 39 40C 1 n CN O M O O /W _- -- 8 10 +00.00 N L g5 WITH 4.5 COMB. SIDEWALK -TYP. o O S 00'59'15" W I I ��jk I CONST. TYPE 78' CURB & GUTTER N S 00'59'15 W 16 �W - _.. _ 'SEWER 12 FIL � 62862 13 14 15 C 6Z > -C>" I . s�� O L o 57 w 3 56q RJ N N z cn cti co _ M � 31: 3 Q o� o� ZM F= o, W� 2b 4 2 h4> xha. 2b CO / �•, �� 1�ox 4 3 I I R/W o R/W 'u ca o - _ 15 5' 'T 5' I `L 00 v a cn �55 543�P.3 53 L 00 °1a 20 2010 °� ! A K IN Qj � o'0 o cif C'4 M M� SEE SHEET 35 o M 5 1 M� i s 10 Ln O O ~ LJ� M LJ� M >_ M M n~ CND K 6 m U + Lo m LJa.. CJ C1` CC J m CD u M o - -� w m W CD W U O+ W �LO LO U J9 0�0 Q m m f DRI VEVA Y 00 J o n C" m 'r O N STANDARD TRAFFIC SIGNAL INFERCONNECT, ro r) t� WIRING AND PULL BOXES M + `- 0 SCALE: ' HORIZ. 1'9 = 50' VE R T. 1 It = 2' NOTE: CONSTRUCT STREET SECTION PER TYPICAL LOCAL STREET SECTION ON SHEET 2 t A YTEI OPT' DRI 17E PHA kQj.IF-J 4 U-; CO 10 20 204 M . u- M SEE SHEET 37 M J i L o STD CITY SURVEY MONUME 0 U U ( TV BE CONS OR EXISTS m U �� STD, STREET LIGHT - 9506 LED W STD, STREET LIGHT - 220 LED C TROD �LO STD, CITY STREET NAMES N J9 STD, CURB RAMP 4gOFESSIONq E. .z, w No. 35473 t_1 44 S 88'20'40" W 26' DW a 26' DW N 70'10'20" W 4 5 16 +96.22 PRC FL 351.83 (87.05' RT.) 16 +93.57 EC FL 351.86 9/30/15 O call, ����~� CAL ROBERT E. SMITH RCE 34473 DATE 10 11 12 13 14 15 16 17 18 EX. GROUND 0 CL - - 352 - - - - - - - - - -- 352 -_ M13.70' - - - -- LO 351 - - .. - -- M +0.201 197.70 351 -- - - -- r-13 70' i -%L CURVE 518.1_r ,' � }0.509X - = - - -- - 350 _ U- ; m 350 54.98' . �- - -- U - m a ON CURVE 349 -- - 3 - 349 co LO-- -- - W EX. GROUND 0 _ -- - - - - -- 352 - - - - - - - - 352 +o.5o9x 351 05osz +0.0% +o.2oox 4R� - 351 21r }0.2047E '> 31.42' 31.42 v 193.45' -- - ° �E 1 C. _- � i 350 -- - 350 +0.204 197.7 ' CO 10 C I t°• M o '`� I O - -- J 188.69' C ' N ON ! M M J r.�� tL - ° U - - - - tL - -- - m - 349 Ill 349 M _ U - g m �, m -, - - - -- C-) W Lq LO - -- -- -- -- --- - - -ttr m p LO cp + tC CD 1 "i 00 -- + ^ O+ + I + M + to co Q Lu m `�r _A__�._. q: m - -- 7j- PHSE 4- STR� N & PROFILE DRIVE - - SHEET 46 OF 52 SHEETS , I - � � ) 3 A( -� 41- L =Wt o STD CITY SURVEY MONUME T ( TV BE CONS OR EXISTS S NOTED) fl STD, STREET LIGHT - 9506 LED STD, STREET LIGHT - 220 LED STD, STREET NAME SIGN C TROD + STD, CITY STREET NAMES N J9 STD, CURB RAMP f DRI VEVA Y TRAFFIC CONTROL SIGN PT RADIAL TO CENTERLINE STATION 'r TYPE "A" CATCH BASIN -p STANDARD TRAFFIC SIGNAL INFERCONNECT, WIRING AND PULL BOXES DATE 10 11 12 13 14 15 16 17 18 EX. GROUND 0 CL - - 352 - - - - - - - - - -- 352 -_ M13.70' - - - -- LO 351 - - .. - -- M +0.201 197.70 351 -- - - -- r-13 70' i -%L CURVE 518.1_r ,' � }0.509X - = - - -- - 350 _ U- ; m 350 54.98' . �- - -- U - m a ON CURVE 349 -- - 3 - 349 co LO-- -- - W EX. GROUND 0 _ -- - - - - -- 352 - - - - - - - - 352 +o.5o9x 351 05osz +0.0% +o.2oox 4R� - 351 21r }0.2047E '> 31.42' 31.42 v 193.45' -- - ° �E 1 C. _- � i 350 -- - 350 +0.204 197.7 ' CO 10 C I t°• M o '`� I O - -- J 188.69' C ' N ON ! M M J r.�� tL - ° U - - - - tL - -- - m - 349 Ill 349 M _ U - g m �, m -, - - - -- C-) W Lq LO - -- -- -- -- --- - - -ttr m p LO cp + tC CD 1 "i 00 -- + ^ O+ + I + M + to co Q Lu m `�r _A__�._. q: m - -- 7j- PHSE 4- STR� N & PROFILE DRIVE - - SHEET 46 OF 52 SHEETS , I - � � ) 3 A( -� 41- FLOWLINE CURVE DATA CURVE DELTA RADIUS LENGTH TANGENT 10 2225'35' 35.00' 13.70' 6.94' �2 134'51'11' 84.00' 197.70' 202.06' 22'25'35' 35.00' 13.70' 6.94' 4 90'00'00' 35.00' 54.98' 35.00' 05 9023'02' 20.00' 31.55' 20.13' 353 352 351 350 353 352 351 I 350 SCALE: I H ORI Z. 1 " = 50' VERT. 1" = 2' n r7 +0.201 518.17' NOTES: J O PEAR MEADOW WAY (STIPPLED AREA) TO BE COMPLETED WITH TR6873 o CV cV M M cq O c U- m CD W J M cc W J Qr ck� C i- W m W Q C- W q q X X W p W W A 3 cu cu to co q ° M q A �3 M SEE SHEET 38 o F � o 10 120 20 1 .-. as m J -M-. O .+-. C3i 9X9,9 co E; 6 ~ 1n5PY . 1tt5r? 5 ' I rn 5 0 u � � cn cn 43 I /W ~_z' c'6 O WITH 4.5 COMB. SIDEWALK —TYP. -FL p 62865 d�- ti''► 11 12 CV 13 14 1 ,p6 . S 89'00'45° E I CONST. TYPE "B" CURB & GUTTER ( ( S 89'00'45" E 6 SEWER N 4 2 6" SEr1ER l F 0 62864 _ L - -- w O � RAW co 41 � � Q o� o 171 PARK N 71'28'09° E J M o L 26' DW — — o OR z m 9 +77.35 PRC FL 351.44 (87.05' RT.) '� g 0 M M a U 9 +80.00 BC FL 351.41 (100.40' RT.) J m Q 10 20 5 20 10 J �— Of 4 O SEE SHEET 36 " W CD W 10� to U � m ui + Z o ° NOTE: CONSTRUCT STREET SECTION PER TYPE "A" � o o LOCAL STREET SECTION ON SHEET 2 13.70" M M J —1 LL_ W 0 USA 6!P I' rl I F-E-Y UE PHA S. 9 4 10 11 12 13 14 15 � a- 0.201X 336.16' M 13.70', E� - - NORTH FL 0 rn � — + o +0 . o- _ 090 — .C- N N U C. 8 L0 Ln 1 C M r) M J LINE m m -� C-1) Q: U W m. m W X W _ "%.- Q J U- .< __j Cc W H - - It ON CURVE rl_ M C° MUSA GROVE J � AVENUE 0 cn ocl- m CD m - 0 U W 0 0 LO + rn � — + o +0 . o- _ 090 — .C- N N U C. 8 L0 Ln 1 C M r) M J LINE m m -� C-1) Q: U W m. m W X W _ "%.- Q J U- .< __j Cc W H - - It 16 4Rp�ESSIpA,9 CQ C-5 No. 35473 t?Lj a 9/30/15 CIVIL $~� 0OF C ALXj PROPOSED �IPRQVEME PER TCT 6874 EX. - 0.213 - -- - MUS l9'0_—'80' — — A /iG'R lAEFW�I '_'\'OBERT E. SMITH R4_ 35473 DATA RT E � y No. 35473 Exp. 9 -30 -17 CIVI LEGEND- o STD. CITY SURVEY MONUMENT (TV BE CONET OR EXISTS AS TED) STD. STREET LIGHT - 9500 LE As STD. STREET LIGHT - 22000 LLO STD, STREET NAME SIGN (METR + STD. CITY STREET NAME SIGN STD. CURB RAMP f DRI VEWA Y TRAFFIC CONTROL SIGN PT. RADIAL TV CENTERLINE STA FlIgN m r TYPE 'A " CATCH BASIN STANDARD TRAFFIC SIGNAL INTER NNECT WIRING AND PULL BOXES MUUSA GROVE _ _ - AVENUE _ M m 7 Smi'thiech*-USA I-N -0- 0 1- R A - --R A -D /%T A/- A^_077 "Ai c � SHEET 1137 OF 52 SHEETS 353 352 - ' 351 350 353 352 351 350 �4 Z w rl_ C, C° MUSA GROVE — � AVENUE 0 cn ocl- w 0 cl- 16 4Rp�ESSIpA,9 CQ C-5 No. 35473 t?Lj a 9/30/15 CIVIL $~� 0OF C ALXj PROPOSED �IPRQVEME PER TCT 6874 EX. - 0.213 - -- - MUS l9'0_—'80' — — A /iG'R lAEFW�I '_'\'OBERT E. SMITH R4_ 35473 DATA RT E � y No. 35473 Exp. 9 -30 -17 CIVI LEGEND- o STD. CITY SURVEY MONUMENT (TV BE CONET OR EXISTS AS TED) STD. STREET LIGHT - 9500 LE As STD. STREET LIGHT - 22000 LLO STD, STREET NAME SIGN (METR + STD. CITY STREET NAME SIGN STD. CURB RAMP f DRI VEWA Y TRAFFIC CONTROL SIGN PT. RADIAL TV CENTERLINE STA FlIgN m r TYPE 'A " CATCH BASIN STANDARD TRAFFIC SIGNAL INTER NNECT WIRING AND PULL BOXES MUUSA GROVE _ _ - AVENUE _ M m 7 Smi'thiech*-USA I-N -0- 0 1- R A - --R A -D /%T A/- A^_077 "Ai c � SHEET 1137 OF 52 SHEETS 353 352 - ' 351 350 353 352 351 350 �4 FLOKINE CURVE DATA CURVE DELTA RADIUS LENGTH TANGENT 1 90'23'02" 20.00' 31.55' 20.13' H J CD p7 w 3 89.35'11 " 30.00' 46.91' 29.78' W m r 355 354 353 352 351 355 354 353 352 351 NOTES: O INTERCONNECT CONDUIT AND PULL BOXES. INSTALL ONE - 2" SCHEDULE 40 PVC CONDUIT UNDER SIDEWALK WITH #5 PULL BOXES EVERY 400'. CONDUIT AND PULL BOXES TO BE PLACED PRIOR TO PLACEMENT OF AGG. BASE. (SEE SHEET 47 FOR INTERCONNECT DETAIL) ©FOR FUTURE IRRIGATIONS LINES - INSTALL ONE 4" SCHEDULE 40 PVC SLEEVE, AND FOR FUTURE ELECTRICAL LINES, INSTALL ONE 1 1/2" SCHEDULE 40 PVC SLEEVE. SLEEVES TO BE PLACED PRIOR TO PLACEMENT OF AGG. BASE. (SEE LANDSCAPE PLANS FOR ADDITIONAL INFO.) O12' LIMIT LINE AND ALL OTHER PAINTED MARKINGS w /THERMOPLASTIC PAINT PER CALTRANS STD. SPEC. PTH- 02ALKYD ® INSTALL STD. CL III BARRICADE, AND W1 -6(L) W /OM4 -3 TO BE INSTALLED WITH TR 6873 O STIPPLED AREA TO BE PAVED WITH TRACT 6873 SCALE-./ H ORI Z. 1 It = 50' VERT. 1 " = 2' FL 20' 3.4% FL ELEV. 352.79 J U CL ELEV 353.34 SEC 110N "A'" N. T.S. R NOTE: CONSTRUCT STREET SECTION PER TYPICAL LOCAL STREET SECTION ON SHEET 2 PHASE 4 10 11 12 .4. 31.55- iz-- � M M J J W U. m W C9 U X W m 1G -_... CV W dam' C! O O C) +0.b o.c. N PAVEMENT — `— +0.5129 M C'4 � K, U— m { L11 X i U W H J CD p7 w X X U W m r o X a' W L > � �- �� 0 0 �° C2; M LO UW LO M M 0 U- J U- W Q> J W c3W ti- w SEE SHEET 37 m W �Y v o W �O m� 10 20 20 1 W W C!1 Q X UJ SEE SHEET 40 p 1 3 [L 5 O ± Q C) 00 L �� o 3 11� 34 12 1 � J m W w O Z� 78 w o� A o R/W PARK (n'zE o + -^ I Fri !T Ok S 00. 36'13" W ICN LIMITS OFCONSTRUCTION - NEW - 2 t > STD. CL III I- LD R W / - -- �'� lNfi 6 (R) _ BARRICADE �� wlOM4 -3 JO W o U") OD .� -. f- �7 i ,.. p (0 elf /� -o- PROPOSED PAVING 5 10 20 20 1 r ` ( � I i IMPROVEMENTS o �, —. PER TRACT 6874 PROPOSED STREET N co � m Q, o PROPOSED STREET z FL IMPROVEMENTS N M `° v IMPROVEMENTS PER TRACT 6874 Ln �; PER TRACT 6874 0 EX. GR_ W Off LLJ 10' ELEV. / m w U ,\ 354.0 C) L>' (D h cif cc> m , d m = L7 Q W C-) m + o CD o BENCH �� o + w LLJ NEW PROPOSED m .P• ELEV. 353.16 FL ELEV. �- - 4- R NOTE: CONSTRUCT STREET SECTION PER TYPICAL LOCAL STREET SECTION ON SHEET 2 PHASE 4 10 11 12 .4. 31.55- iz-- � M M J J W U. m W C9 U X W m 1G -_... CV W dam' C! O O C) +0.b o.c. N PAVEMENT — `— +0.5129 M C'4 � K, U— m { L11 X i U W T__: COlMLINE +().507% 7.34' L L - m U C) L11 CD w X X U W m r o X r7 W 0 0 C2; 0 4gOFESSIp�;9 E. w No. 35473 �y 9/30/15 T �f o�IV]LI�Q��~� CAL , OBERT jo i f��QQ ®��T � No.354'73�,`,t�� Exp. 9-30.17 LEGEND: o STD. CITY SURVEY MONUMENT (TO BE CONST OR EXISTS AS NOTED) STD. STREET LIGHT - 9500 LED STD. STREET LIGHT - 22000 LED + STD. STREET NAME SIGN (METRO) + STD. CITY STREET NAME SIGN J9 STD. CURB RAMP f DRI VEWA Y TRAFFIC CONTROL SIGN P T RADIAL FO CEN TERLINE S FA TION 'r TYPE "A " CA FCH BASIN STANDARD TRAFFIC SIGNAL INTERCONNECT WIRING AND PULL BOXES mithT9;T,3'-PH;4S h _USA C o.R � o PEAR ME Y2t SHEET 38 OF 354 353 1352 351 355 354 90tj 352 351 355 354 353 352 351 350 IN NOTES: 0 12' LIMIT LINE AND ALL OTHER PAINTED MARKINGS w /THERMOPLASTIC PAINT PER CAL -TRANS STD. SPEC. PTH- 02ALKYD Q EX. POLES AND PETROLEUM MARKS TO BE REMOVED AND RELOCATED BY DEVELOPER (TYP.) PRIOR TO PLACEMENT OF A.B. O SAWCUT 1' AND MATCH EX. PAVEMENT AS DIRECTED BY CITY ENGINEER ® ALL EXISTING UTILITIES "WATER" AND ALL OTHERS TO BE REMOVED BY DEVELOPER PRIOR TO C:� PLACEMENT OF A.B. p O INTERCONNECT CONDUIT AND PULL BOXES. INSTALL 'U4 ¢o ONE - 2" SCHEDULE 40 PVC CONDUIT UNDER SIDEWALK WITH p cr: #5 PULL BOXES EVERY 400'. CONDUIT AND PULL BOXES TO EXISTING STREET BE PLACED PRIOR TO PLACEMENT OF AGG. BASE. (SEE SHEET 47 FOR INTERCONNECT DETAIL) i ��o =� I EX. AG © TRAFFIC SIGNAL INSTALL TWO - 3 SCHEDULE 40 PVC SUMP TRAFFIC LIGHT ELECTRICAL CONDUITS TO BE PLACED PRIOR TO PLACEMENT OF AGG. BASE. Y I^Q O FOR FUTURE IRRIGATIONS LINES - INSTALL ONE 4" SCHEDULE 40 I I II PVC SLEEVE, AND FOR FUTURE ELECTRICAL LINES , INSTALL ONE 1 1/2' SCHEDULE 40 PVC SLEEVE. SLEEVES TO BE PLACED z ° I M PRIOR TO PLACEMENT OF AGG. BASE. I M W S� (SEE LANDSCAPE PLANS FOR ADDITIONAL INFO.) w I z ( -pp 10 wI -- CENTERLINE 1212 OW I 18 ro TRACT BOUNDARY 64 i SCALE: HORIZ. 1" = 50' VERT. 1" = 2' 10 SEE SHEET 43 0 0 CD CD NOTE: SLOPE EASEMENT TO BE PROVIDED PRIOR TO RECORDATION FLOWIINE CURVE DATA CURVE DELTA RADIUS LENGTH TANGENT 14 90'24'48" 30.00' 47.34' 30.22' �2 00'21'19" 1500.00' 9.30' 4.65' �3 9019'45' 30.00' 47.30' 30.17' ® 89'40'15' 30.00' 46.95' 29.83' CENTERLINE _ _ _ _ _ _ _ _ _ PROPOSED EP -- -- -- - - - - -- ------------------- 12 EP —13 — — — S 88'59'18" E 15 16 14 TRACT BOUNDARY CONST. TYPE "B" CURB & GUTTER O L 62811 4 WITH 5.5 COMB. SIDEWALK- TYPE I=L - -- -- - - -- ------- - - - - -- - -- - - -- ------------------------- - - - - -- o o R�W o o C O 4 59 — En 54 �z z� as O� � W N CN 3 d Q O M M^ 0 3 00 J O M _ fY m w z LLJ w � U 00 po m M M O� + O . . + U N m 12 4 6 @\0 (D 45 NOTE. CONSTRUCT STREET SECTION PER COLLECTOR STREET SECTION ON SHEET 2. SEE SHEET 48 FOR STRIPING PLAN 13 14 15 � CIO ul') (V M M W Lu z z O WI-7 CL W/0M1 -3 N N °o MARKER Q C7; Q °o Go 17 18 ,69926 w 12 BERKSHIRE ROAD - -- - LLJ R26( 7) Lu 44 V-) z� 19 w i D o co ^EC F N 10 20 -20 1 � Q� v Lci �-- °' SEE SHEET 28 z rn N Q `M„ ;73 W J w M M _j WV1 L'_ Q Q m MO C-D 01 u- z Q U ^ C') LL m cO W N N m m + co 16 17 18 19 4gOFEssio EE w No. 35473 9/30/15 �I V I L �� �F CALXjo� ROBERT E. SMITH RCE135473 s No. 35473 EXP- 9-30 -17 G'IV1L rt-�'� LEGEND: o STD. CITY SURVEY MONUMENT (TO BE CONST OR EXISTS AS NO D) STD. STREET LIGHT - 9500 LED STD. STREET LIGHT - 22000 LED + STD. STREET NAME SIGN (METRO) + STD. CITY STREET NAME SIGN STD. CURB RAMP f DRI VEWA Y -•- TRAFFIC CONTROL SIGN PT RADIAL TO CENTERLINE STA 770 T TYPE "A" CA TCH BASIN STANDARD TRAFFIC SIGNAL INTERC N� WIRING AND PULL BOXES T, lo]e/`7 Ism., I +0.591% 4 z 47.34' ffp! .82 — � U w m O + cO W M O -- - N o tO + z .�- ¢ + N — — F-- I— — --..I — �2oaz 334. II N rn co cl- cl- W �Z �CL W Li 0 47.30' 46.95' � u i X0.70' -N ON CURVE N N ON CU — M � U- _ Ln L.L. u7 m CD C.D m Z — ::3 W L� --- lei! • -- _ I� g' C.7 La m m CL CO C-) N_ N � - -- r Go - Qi + Ir TRA C T No - 68;�3 Si FREE PLY _ BERKS SHEET 39 355 354 353 352 351 350 i '-O- -R -ATE -D --- PIASES -_-3 _& 4 V- & PROFILE IRE ROAD OF 52 SHEETS CENTERLINE _ _ _ _ _ _ _ _ _ PROPOSED EP -- -- -- - - - - -- ------------------- 12 EP —13 — — — S 88'59'18" E 15 16 14 TRACT BOUNDARY CONST. TYPE "B" CURB & GUTTER O L 62811 4 WITH 5.5 COMB. SIDEWALK- TYPE I=L - -- -- - - -- ------- - - - - -- - -- - - -- ------------------------- - - - - -- o o R�W o o C O 4 59 — En 54 �z z� as O� � W N CN 3 d Q O M M^ 0 3 00 J O M _ fY m w z LLJ w � U 00 po m M M O� + O . . + U N m 12 4 6 @\0 (D 45 NOTE. CONSTRUCT STREET SECTION PER COLLECTOR STREET SECTION ON SHEET 2. SEE SHEET 48 FOR STRIPING PLAN 13 14 15 � CIO ul') (V M M W Lu z z O WI-7 CL W/0M1 -3 N N °o MARKER Q C7; Q °o Go 17 18 ,69926 w 12 BERKSHIRE ROAD - -- - LLJ R26( 7) Lu 44 V-) z� 19 w i D o co ^EC F N 10 20 -20 1 � Q� v Lci �-- °' SEE SHEET 28 z rn N Q `M„ ;73 W J w M M _j WV1 L'_ Q Q m MO C-D 01 u- z Q U ^ C') LL m cO W N N m m + co 16 17 18 19 4gOFEssio EE w No. 35473 9/30/15 �I V I L �� �F CALXjo� ROBERT E. SMITH RCE135473 s No. 35473 EXP- 9-30 -17 G'IV1L rt-�'� LEGEND: o STD. CITY SURVEY MONUMENT (TO BE CONST OR EXISTS AS NO D) STD. STREET LIGHT - 9500 LED STD. STREET LIGHT - 22000 LED + STD. STREET NAME SIGN (METRO) + STD. CITY STREET NAME SIGN STD. CURB RAMP f DRI VEWA Y -•- TRAFFIC CONTROL SIGN PT RADIAL TO CENTERLINE STA 770 T TYPE "A" CA TCH BASIN STANDARD TRAFFIC SIGNAL INTERC N� WIRING AND PULL BOXES T, lo]e/`7 Ism., I +0.591% 4 z 47.34' ffp! .82 — � U w m O + cO W M O -- - N o tO + z .�- ¢ + N — — F-- I— — --..I — �2oaz 334. II N rn co cl- cl- W �Z �CL W Li 0 47.30' 46.95' � u i X0.70' -N ON CURVE N N ON CU — M � U- _ Ln L.L. u7 m CD C.D m Z — ::3 W L� --- lei! • -- _ I� g' C.7 La m m CL CO C-) N_ N � - -- r Go - Qi + Ir TRA C T No - 68;�3 Si FREE PLY _ BERKS SHEET 39 355 354 353 352 351 350 i '-O- -R -ATE -D --- PIASES -_-3 _& 4 V- & PROFILE IRE ROAD OF 52 SHEETS 12 4 6 @\0 (D 45 NOTE. CONSTRUCT STREET SECTION PER COLLECTOR STREET SECTION ON SHEET 2. SEE SHEET 48 FOR STRIPING PLAN 13 14 15 � CIO ul') (V M M W Lu z z O WI-7 CL W/0M1 -3 N N °o MARKER Q C7; Q °o Go 17 18 ,69926 w 12 BERKSHIRE ROAD - -- - LLJ R26( 7) Lu 44 V-) z� 19 w i D o co ^EC F N 10 20 -20 1 � Q� v Lci �-- °' SEE SHEET 28 z rn N Q `M„ ;73 W J w M M _j WV1 L'_ Q Q m MO C-D 01 u- z Q U ^ C') LL m cO W N N m m + co 16 17 18 19 4gOFEssio EE w No. 35473 9/30/15 �I V I L �� �F CALXjo� ROBERT E. SMITH RCE135473 s No. 35473 EXP- 9-30 -17 G'IV1L rt-�'� LEGEND: o STD. CITY SURVEY MONUMENT (TO BE CONST OR EXISTS AS NO D) STD. STREET LIGHT - 9500 LED STD. STREET LIGHT - 22000 LED + STD. STREET NAME SIGN (METRO) + STD. CITY STREET NAME SIGN STD. CURB RAMP f DRI VEWA Y -•- TRAFFIC CONTROL SIGN PT RADIAL TO CENTERLINE STA 770 T TYPE "A" CA TCH BASIN STANDARD TRAFFIC SIGNAL INTERC N� WIRING AND PULL BOXES T, lo]e/`7 Ism., I +0.591% 4 z 47.34' ffp! .82 — � U w m O + cO W M O -- - N o tO + z .�- ¢ + N — — F-- I— — --..I — �2oaz 334. II N rn co cl- cl- W �Z �CL W Li 0 47.30' 46.95' � u i X0.70' -N ON CURVE N N ON CU — M � U- _ Ln L.L. u7 m CD C.D m Z — ::3 W L� --- lei! • -- _ I� g' C.7 La m m CL CO C-) N_ N � - -- r Go - Qi + Ir TRA C T No - 68;�3 Si FREE PLY _ BERKS SHEET 39 355 354 353 352 351 350 i '-O- -R -ATE -D --- PIASES -_-3 _& 4 V- & PROFILE IRE ROAD OF 52 SHEETS R26( 7) Lu 44 V-) z� 19 w i D o co ^EC F N 10 20 -20 1 � Q� v Lci �-- °' SEE SHEET 28 z rn N Q `M„ ;73 W J w M M _j WV1 L'_ Q Q m MO C-D 01 u- z Q U ^ C') LL m cO W N N m m + co 16 17 18 19 4gOFEssio EE w No. 35473 9/30/15 �I V I L �� �F CALXjo� ROBERT E. SMITH RCE135473 s No. 35473 EXP- 9-30 -17 G'IV1L rt-�'� LEGEND: o STD. CITY SURVEY MONUMENT (TO BE CONST OR EXISTS AS NO D) STD. STREET LIGHT - 9500 LED STD. STREET LIGHT - 22000 LED + STD. STREET NAME SIGN (METRO) + STD. CITY STREET NAME SIGN STD. CURB RAMP f DRI VEWA Y -•- TRAFFIC CONTROL SIGN PT RADIAL TO CENTERLINE STA 770 T TYPE "A" CA TCH BASIN STANDARD TRAFFIC SIGNAL INTERC N� WIRING AND PULL BOXES T, lo]e/`7 Ism., I +0.591% 4 z 47.34' ffp! .82 — � U w m O + cO W M O -- - N o tO + z .�- ¢ + N — — F-- I— — --..I — �2oaz 334. II N rn co cl- cl- W �Z �CL W Li 0 47.30' 46.95' � u i X0.70' -N ON CURVE N N ON CU — M � U- _ Ln L.L. u7 m CD C.D m Z — ::3 W L� --- lei! • -- _ I� g' C.7 La m m CL CO C-) N_ N � - -- r Go - Qi + Ir TRA C T No - 68;�3 Si FREE PLY _ BERKS SHEET 39 355 354 353 352 351 350 i '-O- -R -ATE -D --- PIASES -_-3 _& 4 V- & PROFILE IRE ROAD OF 52 SHEETS Q `M„ ;73 W J w M M _j WV1 L'_ Q Q m MO C-D 01 u- z Q U ^ C') LL m cO W N N m m + co 16 17 18 19 4gOFEssio EE w No. 35473 9/30/15 �I V I L �� �F CALXjo� ROBERT E. SMITH RCE135473 s No. 35473 EXP- 9-30 -17 G'IV1L rt-�'� LEGEND: o STD. CITY SURVEY MONUMENT (TO BE CONST OR EXISTS AS NO D) STD. STREET LIGHT - 9500 LED STD. STREET LIGHT - 22000 LED + STD. STREET NAME SIGN (METRO) + STD. CITY STREET NAME SIGN STD. CURB RAMP f DRI VEWA Y -•- TRAFFIC CONTROL SIGN PT RADIAL TO CENTERLINE STA 770 T TYPE "A" CA TCH BASIN STANDARD TRAFFIC SIGNAL INTERC N� WIRING AND PULL BOXES T, lo]e/`7 Ism., I +0.591% 4 z 47.34' ffp! .82 — � U w m O + cO W M O -- - N o tO + z .�- ¢ + N — — F-- I— — --..I — �2oaz 334. II N rn co cl- cl- W �Z �CL W Li 0 47.30' 46.95' � u i X0.70' -N ON CURVE N N ON CU — M � U- _ Ln L.L. u7 m CD C.D m Z — ::3 W L� --- lei! • -- _ I� g' C.7 La m m CL CO C-) N_ N � - -- r Go - Qi + Ir TRA C T No - 68;�3 Si FREE PLY _ BERKS SHEET 39 355 354 353 352 351 350 i '-O- -R -ATE -D --- PIASES -_-3 _& 4 V- & PROFILE IRE ROAD OF 52 SHEETS 16 17 18 19 4gOFEssio EE w No. 35473 9/30/15 �I V I L �� �F CALXjo� ROBERT E. SMITH RCE135473 s No. 35473 EXP- 9-30 -17 G'IV1L rt-�'� LEGEND: o STD. CITY SURVEY MONUMENT (TO BE CONST OR EXISTS AS NO D) STD. STREET LIGHT - 9500 LED STD. STREET LIGHT - 22000 LED + STD. STREET NAME SIGN (METRO) + STD. CITY STREET NAME SIGN STD. CURB RAMP f DRI VEWA Y -•- TRAFFIC CONTROL SIGN PT RADIAL TO CENTERLINE STA 770 T TYPE "A" CA TCH BASIN STANDARD TRAFFIC SIGNAL INTERC N� WIRING AND PULL BOXES T, lo]e/`7 Ism., I +0.591% 4 z 47.34' ffp! .82 — � U w m O + cO W M O -- - N o tO + z .�- ¢ + N — — F-- I— — --..I — �2oaz 334. II N rn co cl- cl- W �Z �CL W Li 0 47.30' 46.95' � u i X0.70' -N ON CURVE N N ON CU — M � U- _ Ln L.L. u7 m CD C.D m Z — ::3 W L� --- lei! • -- _ I� g' C.7 La m m CL CO C-) N_ N � - -- r Go - Qi + Ir TRA C T No - 68;�3 Si FREE PLY _ BERKS SHEET 39 355 354 353 352 351 350 i '-O- -R -ATE -D --- PIASES -_-3 _& 4 V- & PROFILE IRE ROAD OF 52 SHEETS +0.591% 4 z 47.34' ffp! .82 — � U w m O + cO W M O -- - N o tO + z .�- ¢ + N — — F-- I— — --..I — �2oaz 334. II N rn co cl- cl- W �Z �CL W Li 0 47.30' 46.95' � u i X0.70' -N ON CURVE N N ON CU — M � U- _ Ln L.L. u7 m CD C.D m Z — ::3 W L� --- lei! • -- _ I� g' C.7 La m m CL CO C-) N_ N � - -- r Go - Qi + Ir TRA C T No - 68;�3 Si FREE PLY _ BERKS SHEET 39 355 354 353 352 351 350 i '-O- -R -ATE -D --- PIASES -_-3 _& 4 V- & PROFILE IRE ROAD OF 52 SHEETS W Li 0 47.30' 46.95' � u i X0.70' -N ON CURVE N N ON CU — M � U- _ Ln L.L. u7 m CD C.D m Z — ::3 W L� --- lei! • -- _ I� g' C.7 La m m CL CO C-) N_ N � - -- r Go - Qi + Ir TRA C T No - 68;�3 Si FREE PLY _ BERKS SHEET 39 355 354 353 352 351 350 i '-O- -R -ATE -D --- PIASES -_-3 _& 4 V- & PROFILE IRE ROAD OF 52 SHEETS TRA C T No - 68;�3 Si FREE PLY _ BERKS SHEET 39 355 354 353 352 351 350 i '-O- -R -ATE -D --- PIASES -_-3 _& 4 V- & PROFILE IRE ROAD OF 52 SHEETS M& 354 353 352 351 350 NOTES: O EX. POLES AND PETROLEUM MARKS TO BE REMOVED AND RELOCATED BY DEVELOPER (TYP.) PRIOR TO PLACEMENT OF A.B. O SAWCUT 1' AND MATCH EX. PAVEMENT AS DIRECTED BY CITY ENGINEER O ALL EXISTING UTILITIES "WATER" AND ALL OTHERS TO BE REMOVED BY DEVELOPER PRIOR TO PLACEMENT OF A.B. ® INTERCONNECT CONDUIT AND PULL BOXES. INSTALL ONE — 20 SCHEDULE 40 PVC CONDUIT UNDER SIDEWALK WITH #5 PULL BOXES EVERY 400'. CONDUIT AND PULL BOXES TO BE PLACED PRIOR TO PLACEMENT OF AGG. BASE. (SEE SHEET 47 FOR INTERCONNECT DETAIL) O STIPPLED AREA TO BE PAVED WITH TRACT 6873 SCALE: W BERKSHIRE ROAD � = w — cn = H OR I Z. lot = 509 VERT. 1" = 29 U618 N OTE: SLOPE EASEMENT TO BE PROVIDED PRIOR TO RECORDATION C'4 z w ::...: C5 11--- CENTERLINE , TRACT BOUNDARY m _ _ - _ _ LIMITS OF CONSTRUCTION_ - - -c-NEW EP _ %_� ----- - - - - -- - - - - -- ------- - - - - -- 18 19 CN 20 21 22 23 CEP 1 e S 88'59'18" E , N r7 Q OO Oo 0 0 20 -- 21cn N 3 Z � � z :5 a-- cn M Z (Ubd J ^ ¢ M O Q w�� �3 V of -0 m w m ;,) Z r co cn O W LN `° L� + W 11 12 + 0.205% CURVE 8' cn 9.39' 0.c O----- TANGENT - - - - -- OO Oo 0 0 20 -- 21cn N 3 Z � � z :5 a-- cn M Z (Ubd J ^ ¢ M O Q w�� �3 V of -0 m w m ;,) Z r co cn O W LN `° L� + W 11 12 + 0.205% CURVE 8' cn 9.39' 0.c LENGTH TANGENT 05 M Z J -u- 4.69' U p co Z n 30.00' W �N 29.78' STD. CITY STREET NAME SIGN J) J STD. CURB RAMP Lo u- LIMITS OF CONSTRUCTION 0+0 W 0 O CONST. TYPE °B" CURB & CUTIER WITH 5.5 COMB. SIDEWALK - TYPE m 44 0 62813 -- 45 FL I r7 M J W m c� r7 r7 + r7 N 46 FLOWLINE CURVE DATA CURVE DELTA RADIUS LENGTH TANGENT 05 00'21'31° 1500.00' 9.39' 4.69' © 89'35'11° 30.00' 46.91' 29.78' 24 y 0 4 0 NOTE: CONSTRUCT STREET SECTION PER COLLECTOR STREET SECTION ON SHEET 2. BERif SHIRE ROT PffA SES 4 +0.205% 454.67' 4gOFESS10rVq w No. 35473 0-1 L9/30/15 O l,I�o���Q CN, STD. CITY SURVEY MON SEE SHEET 48 FOR STRIPING PLAN 13 14 15 16 +0.205% 454.67' 4gOFESS10rVq w No. 35473 0-1 L9/30/15 O l,I�o���Q CN, 17 18 19 28 ROBERT E. SMITH RC LEGEND: o STD. CITY SURVEY MON ENT (TO BE CONST OR EXISJS AS NOTED) INSTALL W1 -6(L) STD. STREET LIGHT - 9,1-00 LED o STD. STREET LIGHT - 2 000 LED STD. STREET NAME SIG w /OM4 -3 -+- STD. CITY STREET NAME SIGN J) STD. CURB RAMP STD. CL III M C RKER BARRICADE A LIMITS OF CONSTRUCTION ANEW TRAFFIC CONTROL SIGN EP- N E STATION 25 TYPE A" CATCH BASIN - STANDARD TRAFFIC SIGNIL _ _ 26 STD. CL III BARRICADE WIRING AND PULL BOXES r-EP INSTALL W1 -6(R) w w /OM4 -3 j Q BERKSHIRE 4 MARKER o ROAD - -- - . J �/I - -- © EP' ' cl- A RAW o :: :::::j O O O EX. 4� 4-9 VALVES - Mme_ aQ 3� y J 0 ZQ I U � � J U rn o Q a 1 20 m W m N SEE SHEET 38 icv m m m X C7 �'lI v j X V� + W 0 N n r7 N Q CL 17 18 19 28 ROBERT E. SMITH RC LEGEND: o STD. CITY SURVEY MON ENT (TO BE CONST OR EXISJS AS NOTED) a STD. STREET LIGHT - 9,1-00 LED o STD. STREET LIGHT - 2 000 LED STD. STREET NAME SIG (METRO) -+- STD. CITY STREET NAME SIGN J) STD. CURB RAMP f DRI VEWA Y TRAFFIC CONTROL SIGN PT. RADIAL TO CENTERLI E STATION T TYPE A" CATCH BASIN STANDARD TRAFFIC SIGNIL INTERCONNECT WIRING AND PULL BOXES — 0.5122 - - -- +0.507% p�� 0- -11 �-I - -C.0 N Q _ W Qi L� Lil J w w -_ —_ - -- - - -- - - - - -- 355 i --------- ;- - - -- clime - - - -R -- -�- - -- —i 0.200% w �'- -- BERpSH 353 RQAQ - w - - -- � - -- - - -- - -- -- - --; 352 f - _ - - -- � -- - - - -- --� 351 , _- — - -- - - -. 1 350 T No. 6f 73 PHASES 4 'EET- PL N & PROFILE - SHEET 40 OF 52 SHEETS McCUTCHEN ROAD PROPOSED IMPROVEMENTS EX. STREET PER TRACT # 6 8 8 0 113 131 PROPOSED IMPROVEMENTS PER TRACT # 6880 I_ I co 0 _T co �� PROPOSED R/W � PROPOSED R/W CD \\ I N ^` PROPOSED FL PROPOSED FL C/-) i� 'EX. TRACT BOUNDARY EX. EP - CENTERLINE r F -- —y NEW EP LIMITS OF CONSTRUCTION NEW EP U ��` _�— s" --- - - - - -- _______ _____ N ____ LIMITS OF_CONSTRUCTION__ 11 S 00'36'13" W 13 14 15 (; 16 S 00 36'13" W 17 18 19 iW LLJ r_L =1F r 12 —_ - - - - - -- - - -__�� ------ - - - - -- - - - -- �_— _ -- —_ —_— - - -_— cyn um �S ./ I ' 0.11 6" M: p —II �Q cvG "�j cam - . I —. A P'. i =�- o� OS II o- - cs �� U GOSFORD ROAD O Q �.�� �EX vt % �I �� EX. 10" OIL PIPE LINE EX, � M N I I EP CONST. TYPE "B" CURB & GUTTER II W H_ ff I '� _ WITH 5.5 COMB. SIDEWALK- TYPE II R7 -9 O x- --- - - - - -- --- - - - - -- �„/ R26(CA) R81 (CA) EX. 3 X 5 BOX CULVERT 354 353 352 351 350 W Z J Q z 0 m Wj'WEi CURV= DELTA RADIUS I LENGTH TANGENT 89'36'59" 30.00' 46.92' 29.80' o oI C.3 3 3 3 4 N I 64 ° 610 -- n 00i � rh M u � ^ LL. M CL Q� C36 z J W X o M - - -� SEE SHEET 3 N w V7 = o 3� 00 I_ LLJ � U. v� o¢ N�wU) Q r-_ V m3 � cM CL M W O L(n m w 00 rri � u') �,� �; o� z 344,07' W M - - - - -w Ln rnCDU -- -- U - -- Od zQ - + m o K-Aa- r7 �}- p__ o�cr)� C) _ - -_— ±� U � J U -T + 0 m SCALE: H ORI Z. 1" = 50' VER T. 1 of = 2' GOSFORD 345 TOP OF 05 LINE 339 48" CANAL PIPE lv) 35 36 3a Y� U� , 3J mW FLOWLINE CURVE DATA CURV= DELTA RADIUS I LENGTH TANGENT 89'36'59" 30.00' 46.92' 29.80' 11 12 �bi R7 -9 0 62806 R/W 48" CANAL PIPE 30' CANAL EASEMENT /I MULTI -USE TRAIL - 0 W /1" CONCRETE TRAIL r7 - Z Z CD -. W W J lJ 8 cc F C D o o� C.3 w to LU M to O ON M 00i � rh M u J ^ LL. M CL Q� 00 NOTE: CONSTRUCT STREET SECTION PER ARTERIAL STREET SECTION ON SHEET 2 PHA SE , & 3 SEE SHEETS 46 AND 47 FOR STRIPING PLAN SEE SHEETS 51 AND 52 FOR MEDIAN PLAN 13 14 15 L EGEND. o STD, CITY SURVEY MONUMENT (TO BE CONS T, OR EXISTS AS NOTED) STD, STREET LIGHT - 9500 LED STD, STREET LIGHT - 22000 LED + STD, STREET NAME SIGN (METRO) + STD, CITY S TREE T NAME SIGN STD, CURB RAMP =4= f DRI VEWA Y TRAFFIC CONTROL SIGN PT RADIAL TO CENTERLINE STATION T TYPE "A" CATCH BASIN STANDARD TRAFFIC SIGNAL INTERCONNECT, WIRING AND PULL BOXES 16 17 18 19 I TO BE CONSTRUCTI PE 1345 95 TOF - OF-PIPE 346.63 - IMPROVEMENTS BE1 - T-- ANAL PLANS-INSTALL -- NSTRUC F CANAL--PIPE- -- I - BOTTOiuI 34x.64 BOTTOkt 339.95_- 7 IO 1; 1 — 20 k1 S 00'36'13" W 21 — Yom/ L•. — — _ __ N � FL R7 -9 R/W — 48° CANAL PIPE \N LO ro Wz J Q 3a W W J lJ 8 cc F - C.3 V.. - - - - M Q �� -w rh ¢ u N to CL Q� 00 EX. EDGE OF PAVING Z J W X - - -� ��/ �`�• C� N w V7 = Ll� m - -- - _� - - - - - - - - - - - - S tN U. W9W J ta w n CL - - - -- rri � + - 344,07' EX. EP - - - - -w J- -- -_ -- -- ._ - -- - _ - - - -- K-Aa- _ - -_— OURV IQ f o f J -T U- m U-' $� m Of U LLJ L — - rn -- TOP OF -O- "r- . - + 345.57 PIPE ril _ I L EGEND. o STD, CITY SURVEY MONUMENT (TO BE CONS T, OR EXISTS AS NOTED) STD, STREET LIGHT - 9500 LED STD, STREET LIGHT - 22000 LED + STD, STREET NAME SIGN (METRO) + STD, CITY S TREE T NAME SIGN STD, CURB RAMP =4= f DRI VEWA Y TRAFFIC CONTROL SIGN PT RADIAL TO CENTERLINE STATION T TYPE "A" CATCH BASIN STANDARD TRAFFIC SIGNAL INTERCONNECT, WIRING AND PULL BOXES 16 17 18 19 I TO BE CONSTRUCTI PE 1345 95 TOF - OF-PIPE 346.63 - IMPROVEMENTS BE1 - T-- ANAL PLANS-INSTALL -- NSTRUC F CANAL--PIPE- -- I - BOTTOiuI 34x.64 BOTTOkt 339.95_- 7 IO 1; 1 — 20 k1 S 00'36'13" W 21 — Yom/ L•. — — _ __ N � FL R7 -9 R/W — 48° CANAL PIPE \N LO ro Wz J Q 3a W W J lJ 8 cc z W C.3 V.. - - - - M Q �� -w rh ¢ u N to CL ^ C L D J N W 20 4gOVES.S'ION CQ w No. 35473 � 7' 9/30/15 ROBERT E. SMITH RCE 35473 DATE CIVIL OF C ALtF�� NOTES: O 12' LIMIT LINE AND ALL OTHER PAINTED MARKINGS w /THERMOPLASTIC PAINT PER CAL -TRANS STD. SPEC. PTH- 02ALKYD Q SAWCUT 1' AND MATCH EX. PAVEMENT AS DIRECTED BY CITY ENGINEER © INTERCONNECT CONDUIT AND PULL BO S. INSTALL w GOSFORD ROAD ONE - 2" SCHEDULE 40 PVC CONDUIT UNDER SIDEWALK WITH _ #5 PULL BOXES EVERY 400. CONDUIT AND PULL BOXES TO BE PLACED PRIOR TO PLACEMENT OF GG. BASE. Lu (SEE SHEET 47 FOR INTERCONNECT DETAIL) W7 Z J W = Z � J ¢ _ 'O M F— CD `n Q + M N LJ� 21 N LO ro - a - - - 380.18, LLJ z cc LW z J - V.. - - - - M rh W u ftowN - - -� - -- -- Z -- S tN W9W J ta w n CL �- in W EX. EP W ._ - _ - - - -- _ - -_— N__ ---- 4gOVES.S'ION CQ w No. 35473 � 7' 9/30/15 ROBERT E. SMITH RCE 35473 DATE CIVIL OF C ALtF�� NOTES: O 12' LIMIT LINE AND ALL OTHER PAINTED MARKINGS w /THERMOPLASTIC PAINT PER CAL -TRANS STD. SPEC. PTH- 02ALKYD Q SAWCUT 1' AND MATCH EX. PAVEMENT AS DIRECTED BY CITY ENGINEER © INTERCONNECT CONDUIT AND PULL BO S. INSTALL w GOSFORD ROAD ONE - 2" SCHEDULE 40 PVC CONDUIT UNDER SIDEWALK WITH _ #5 PULL BOXES EVERY 400. CONDUIT AND PULL BOXES TO BE PLACED PRIOR TO PLACEMENT OF GG. BASE. Lu (SEE SHEET 47 FOR INTERCONNECT DETAIL) W7 Z J W = Z � J ¢ _ 'O M F— CD `n Q + M N LJ� 21 N j i EX. 10" OIL PIPE -LINE - -- B( N C M N �+ I i �- -- - - - -- -- - -�Cc--) _Z TOP OF OIL LINE TOP OF OIL LINE 347.07 317.33 -- _7� I TOP OF PIPE 347.75 Q�OFESS /pn� ®TRAFFIC SIGNAL INSTALL TWO - 3" SCIEDULE 40 PVC �Q�o T E. TRAFFIC LIGHT ELECTRICAL CONDUITS TO BE PLACED PRIOR TO PLACEMENT OF AGG. BASE. Exp. 9-20-17 -17 O EX. POLES AND PETROLEUM MARKS AND ALL OTHERS y� E }" "'17 *k TO BE REMOVED AND RELOCATED BY DEVELOPER (TYP.) PRIOR TO PLACEMENT OF A.B. qt 0. CA U, © FOR FUTURE IRRIGATIONS LINES - INSTALL ONE 4" SCHEDULE 40 PVC SLEEVE, AND FOR FUTURE ELECTRICAL LINES , INSTALL ONE 1 1/2" SCHEDULE 40 PVC SLEEVE. VES TO BE PLACED PRIOR TO PLACEMENT OF AGG. BASE. (SEE LANDSCAPE PLANS FOR ADDITION L INFO.) O CANAL PIPE EASEMENT TO BE PROVIDED PRIOR TO RECORDATION PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. SHOULD CONDITIONS BE CHANGED, A REVISED STREET PLAN SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING. TOP OF PIPE 1348.18 22 354 353 352 351 350 349 348 J 4i 1-, INC ORPORAT--1D----- TRACT No. 687 - P ES- -1 & 3- 33 g -- STREET PLAN ROFILE- _SFORD SHEET 41 OF 2 SHEETS Ild- W5 i'k- /I I - 380.18, LLJ z r' LW z J rh W = ftowN - - -� - -- -- CD O r7 - n j i EX. 10" OIL PIPE -LINE - -- B( N C M N �+ I i �- -- - - - -- -- - -�Cc--) _Z TOP OF OIL LINE TOP OF OIL LINE 347.07 317.33 -- _7� I TOP OF PIPE 347.75 Q�OFESS /pn� ®TRAFFIC SIGNAL INSTALL TWO - 3" SCIEDULE 40 PVC �Q�o T E. TRAFFIC LIGHT ELECTRICAL CONDUITS TO BE PLACED PRIOR TO PLACEMENT OF AGG. BASE. Exp. 9-20-17 -17 O EX. POLES AND PETROLEUM MARKS AND ALL OTHERS y� E }" "'17 *k TO BE REMOVED AND RELOCATED BY DEVELOPER (TYP.) PRIOR TO PLACEMENT OF A.B. qt 0. CA U, © FOR FUTURE IRRIGATIONS LINES - INSTALL ONE 4" SCHEDULE 40 PVC SLEEVE, AND FOR FUTURE ELECTRICAL LINES , INSTALL ONE 1 1/2" SCHEDULE 40 PVC SLEEVE. VES TO BE PLACED PRIOR TO PLACEMENT OF AGG. BASE. (SEE LANDSCAPE PLANS FOR ADDITION L INFO.) O CANAL PIPE EASEMENT TO BE PROVIDED PRIOR TO RECORDATION PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. SHOULD CONDITIONS BE CHANGED, A REVISED STREET PLAN SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING. TOP OF PIPE 1348.18 22 354 353 352 351 350 349 348 J 4i 1-, INC ORPORAT--1D----- TRACT No. 687 - P ES- -1 & 3- 33 g -- STREET PLAN ROFILE- _SFORD SHEET 41 OF 2 SHEETS Ild- W5 i'k- /I I 354 353 352 351 350 345 342 FLOWLINE CURVE DATA NOTES: DELTA RADIUS LENGTH 0 12' LIMIT LINE AND ALL OTHER PAINTED MARKINGS w /THERMOPLASTIC 90'23'01' 1 30.00' PAINT PER CAL -TRANS STD. SPEC. PTH- 02ALKYD 30.20' © SAWCUT 1' AND MATCH EX. PAVEMENT 1 30.00' 1 46.92' AS DIRECTED BY CITY ENGINEER RT. © INTERCONNECT CONDUIT AND PULL BOXES. INSTALL 48.69' rY ONE - 2" SCHEDULE 40 PVC CONDUIT UNDER SIDEWALK WITH w a_ #5 PULL BOXES EVERY 400'. CONDUIT AND PULL BOXES TO 23 +11.66 BE PLACED PRIOR TO PLACEMENT OF AGG. BASE. RT. 23 +26.66 (SEE SHEET 47 FOR INTERCONNECT DETAIL) Q ® FOR FUTURE IRRIGATIONS LINES - INSTALL ONE 4" SCHEDULE 40 z� PVC SLEEVE, AND FOR FUTURE ELECTRICAL LINES , INSTALL ONE C7� Q J 0- 1 1/2' SCHEDULE 40 PVC SLEEVE. SLEEVES TO BE PLACED RT. cDcdr PRIOR TO PLACEMENT OF AGG. BASE. 58.31' RT. (SEE LANDSCAPE PLANS FOR ADDITIONAL INFO.) w O SEE CONCRETE RESTRICTOR DETAIL ON SHEET 52 (GOSFORD ROAD MEDIAN PLAN) GOSFORD ROAD O6 EX. POLES AND PETROLEUM MARKS AND ALL OTHERS W cn TO BE REMOVED AND RELOCATED BY DEVELOPER (TYP.) PRIOR TO PLACEMENT OF A.B. O CANAL PIPE EASEMENT TO BE PROVIDED PRIOR TO RECORDATION ® TRAFFIC SIGNAL INSTALL TWO - 3" SCHEDULE 40 PVC TRAFFIC LIGHT ELECTRICAL CONDUITS TO BE PLACED PRIOR � o TO PLACEMENT OF AGG. BASE. 354 353 352 351 350 345 342 FLOWLINE CURVE DATA CURVE DELTA RADIUS LENGTH TANGENT 02 90'23'01' 1 30.00' 1 47.32' 30.20' �3 89'36'59' 1 30.00' 1 46.92' 29.80' SCALE: H OR I Z. 1 It = 50' VERT. 1" = 2' 20 PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. SHOULD CONDITIONS BE CHANGED, A REVISED STREET PLAN SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING. PROPOSED R/W PROPOSED IMPROVEMENTS PER TRACT # 6880 PROPOSED R/W PROPOSED FL PROPOSED FL TRACT BOUNDARY EX EP o CN 22 S 00'36'13" W 23 LIMITS OF CONSTRUCTIONL4 c0*'c as 8 - q77 i _ _ --- - - - - -- --- - - - - -- -II ' 00 CONST. TYPE °B° CURB & GUTTER EX. 10° OIL PIPE LINE} it WITH 5.5 COMB. SIDEWALK - TYPE 4 0 62807 R7 -9 FL ii R26( --- - - - - -- - - -- — CA) II FL W z J W = Z �- J g p 2 O M 1-2 pp `n Q + J N L.2 INSTALL Wl -6(R) CENTERLINE �' — — w /OM1 -3 MARKER EX EP 26 26 +15. x) 27 S 00 °36'13 W — — — 0j, , _ - - - - =- P� SEX EPj m EX. 10° OIL PIPE LINE oc 4- Lo 'o CD v 00 O/ 0 62808 - �� __ 30' CANAL EASE � EASEMENT R W - - - -- --- - - - - 4' MULTI-USE TRAIL 7 R /W W112' CONCRETE TRAIL I Xl/ A Z J Q Q J 3 � Y J J m ,,Lj is v 48 C CANAL PIPE A STATION FROM Fo 22 +81.66 L0 RT. 22 +89.16 M 48.17' RT. J L.� 48.69' rY 23 +04.16 w a_ RT. 23 +11.66 50.75' RT. 23 +26.66 Q RT. m^ z� RT. C7� Q J 0- �O mp RT. cDcdr 20 58.31' RT. 23 +64.16 58.83' BAY TAPER A STATION FROM CL 22 +81.66 48.00' RT. 22 +89.16 48.17' RT. 22 +96.66 48.69' RT. 23 +04.16 49.55' RT. 23 +11.66 50.75' RT. 23 +26.66 53.50' RT. 23 +41.66 56.25' RT. 23 +49.16 Q J 0- 57.45' RT. 23 +56.66 20 58.31' RT. 23 +64.16 58.83' RT. 23 +71.66 59.00' RT. 21 22 r 24' uL TI -bSE TRAILI W12 I NCRETE TRAIL W z J W c5 Z J � :Clc:> O CV O M Q + N W GOSFORD ROAD cn w SEE SHEETS 46 AND 47 FOR STRIPING PLAN SEE SHEETS 51 AND 52 FOR MEDIAN PLAN 23 24 25 26 27 28 29 10- u M - t- W _ W - EX. GROUND - i I W-- - -- -- -- - - - - -- w _ - = GOSFORD ROAD I +0.201% N -- GOSFORp W - - - - - ` +0.240 -a N _ -- W - 0 135.49' _ _ r m N C� ? 0 r7 � -- - — — �u BAY TAPER - —� a— �F 'n - � - W m o cV ! Ln Z —. _ W M m M J _ - I zap- - �` - W �r� - 5o W m CD - �- 9 �_ �,�_ -:3 mO M - - M Q - - -- - - --- - - - - -- — - U -gym- -- - - N W 00 W N !- J Cl °- N � N c*4 C4 - -TOR -0F TOIL LkE TOP OIL LINE TOP OIL LINE _— 347.77 -- -- I i PIPE LINE i I ! -- TO BE CONSTRUCTED- -TO- Y _ -- IMPROVEMENTS BEING CONSTRUCTED TOP OF PIPE ,348.18 ---- CM-0F 10N- -0 - -CANAt - -- U ......... . Q BOTTOM 342.17 I BOTTOM ALL 1470.99±1 LF. 48° CL III RCP 348.91 .4/ - 4g,OFESSIONq� w No. 35473 9/30/15 CIVIL 9TH OF C& Z No. 35473 EXP. 9-30-17 ROBERT E. SMITH RC 35473 DATE LEGEN o STD, CITY SURVEY MON ENT (TD BE CONST OR EXIS S AS NOTED) o STD, STREET LIGHT - 00 LED STD, STREET LIGHT - 000 LED STD STREET NAME SIG (METRU) + STD, CITY STREET NAM SIGN STD, CURB RAMP f DRI VEWA Y TRAFFIC C17NTR17L SIGN PT RADIAL TD CENTERL NE STATION T TYPE "A" CATCH BASIN -� STANDARD TRAFFIC SIGNA INTERCONNECT, WIRING AND PULL BOXES 354 � - -' 353 352 351 �- 350 345 QS�4ET h- -- SSA- - - O RA T E D - - HAS 342 rwr �Rff R0 4_- F 52 SHEETS ►r_ cn 5L Q J 0- c� 10 20 120,10 _ N lli 3 ][ _j 0 3 � o SEE SHEET 21 LN BAY TAPER 1- ^ i m ,,, . N (Dw 1- �` W � ip m 0000 Q p SEE PARABOLIC BAY TAPER � o o o ° � o TABLE A �� magi Lo Woo >_ � U � Z c, '-d- W — zo M + U U m CD � � m N N to Q w m N W o r� im M Z O � M N W NOTE: CONSTRUCT STREET SECTION PER + N ARTERIAL STREET SECTION ON SHEET 2. N 24' uL TI -bSE TRAILI W12 I NCRETE TRAIL W z J W c5 Z J � :Clc:> O CV O M Q + N W GOSFORD ROAD cn w SEE SHEETS 46 AND 47 FOR STRIPING PLAN SEE SHEETS 51 AND 52 FOR MEDIAN PLAN 23 24 25 26 27 28 29 10- u M - t- W _ W - EX. GROUND - i I W-- - -- -- -- - - - - -- w _ - = GOSFORD ROAD I +0.201% N -- GOSFORp W - - - - - ` +0.240 -a N _ -- W - 0 135.49' _ _ r m N C� ? 0 r7 � -- - — — �u BAY TAPER - —� a— �F 'n - � - W m o cV ! Ln Z —. _ W M m M J _ - I zap- - �` - W �r� - 5o W m CD - �- 9 �_ �,�_ -:3 mO M - - M Q - - -- - - --- - - - - -- — - U -gym- -- - - N W 00 W N !- J Cl °- N � N c*4 C4 - -TOR -0F TOIL LkE TOP OIL LINE TOP OIL LINE _— 347.77 -- -- I i PIPE LINE i I ! -- TO BE CONSTRUCTED- -TO- Y _ -- IMPROVEMENTS BEING CONSTRUCTED TOP OF PIPE ,348.18 ---- CM-0F 10N- -0 - -CANAt - -- U ......... . Q BOTTOM 342.17 I BOTTOM ALL 1470.99±1 LF. 48° CL III RCP 348.91 .4/ - 4g,OFESSIONq� w No. 35473 9/30/15 CIVIL 9TH OF C& Z No. 35473 EXP. 9-30-17 ROBERT E. SMITH RC 35473 DATE LEGEN o STD, CITY SURVEY MON ENT (TD BE CONST OR EXIS S AS NOTED) o STD, STREET LIGHT - 00 LED STD, STREET LIGHT - 000 LED STD STREET NAME SIG (METRU) + STD, CITY STREET NAM SIGN STD, CURB RAMP f DRI VEWA Y TRAFFIC C17NTR17L SIGN PT RADIAL TD CENTERL NE STATION T TYPE "A" CATCH BASIN -� STANDARD TRAFFIC SIGNA INTERCONNECT, WIRING AND PULL BOXES 354 � - -' 353 352 351 �- 350 345 QS�4ET h- -- SSA- - - O RA T E D - - HAS 342 rwr �Rff R0 4_- F 52 SHEETS ►r_ 354 � - -' 353 352 351 �- 350 345 QS�4ET h- -- SSA- - - O RA T E D - - HAS 342 rwr �Rff R0 4_- F 52 SHEETS ►r_ 354 353 352 351 347 NOTES: O12' LIMIT LINE AND ALL OTHER PAINTED MARKINGS w /THERMOPLASTIC PAINT PER CAL -TRANS STD. SPEC. PTH- 02ALKYD OSAWCUT 1' AND MATCH EX. PAVEMENT AS DIRECTED BY CITY ENGINEER ©INTERCONNECT CONDUIT AND PULL BOXES. INSTALL ONE - 2° SCHEDULE 40 PVC CONDUIT UNDER SIDEWALK WITH #5 PULL BOXES EVERY 400'. CONDUIT AND PULL BOXES TO BE PLACED PRIOR TO PLACEMENT OF AGG. BASE. (SEE SHEET 47 FOR INTERCONNECT DETAIL) O4 TRAFFIC SIGNAL INSTALL TWO - 3° SCHEDULE 40 PVC TRAFFIC LIGHT ELECTRICAL CONDUITS TO BE PLACED PRIOR TO PLACEMENT OF AGG. BASE. OEX. POLES AND PETROLEUM MARKS AND ALL OTHERS TO BE REMOVED AND RELOCATED BY DEVELOPER (TYP.) PRIOR TO PLACEMENT OF A.B. © FOR FUTURE IRRIGA11ONS LINES - INSTALL ONE 4" SCHEDULE 40 PVC SLEEVE, AND FOR FUTURE ELECTRICAL LINES , INSTALL ONE 1 1/2' SCHEDULE 40 PVC SLEEVE. SLEEVES TO BE PLACED PRIOR TO PLACEMENT OF AGG. BASE. (SEE LANDSCAPE PLANS FOR ADDITIONAL INFO.) FLOWLINE CURVE DATA CURVE DELTA RADIUS LENGTH TANGENT ® 01'02'21" 1500.00' 1 27.21' 1 13.60' 5 90'24'48° 30.00' 47.34' 30.22' © 89'35'12" 30.00' 46.91' 29.78' SCALE: H OR I Z. 1" = 50' VE R T. 1 of = 2' PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. SHOULD CONDITIONS BE CHANGED, A REVISED STREET PLAN SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING. `PROPOSED R/W PROPOSED FL PROPOSED IMPROVEMENTS PER TRACT # 6880 PROPOSED R/W PROPOSED FL Y PROPOSED PR()P 44pEESS10,1, E. w No. 35473 9/30/15 CIVIL TRACT BOUNDARY CENTERLINE ��� 8s �n OF CAL�� ,-EX EP X EP a d Z'. - — — — — — — — — — — 28 29 30 N 31 32 33 34 N 35 36 EX EP -:-� w N S 00'36'13° W C14 36 +34.95 S 00'3613 W L GO - -- -- --- �I - - - - -- SFORD ROAD EX CL 00 II N g n— �, ------- — - - -- $? c, d ^ , �� �-EX. EP n d L II MAR PL, �O EX EP � x CJ EX. 10" OIL PIPE LINE-4 CD �l pP 10' PIPE W II ? • mot- N O GOSFORD ROAD °®°°" "1t °® ®® CONST. TYPE "B" CURB GUTTER C-0 Lr' n �) 4 iRI-1 - -0 p - -- �6JJj4P L_Lj EX. AG CO w /W R7 -9 24' /MULTI -USE TRAIL ` W/12 CONCRETE TRAIL F R7 -9 - -- ----- --------- - - - - -- - - -- � POND co R26(CA) R26(CA) Ar-1 � `° z tO � z r� M 63 6> �61 60 zzo o cn w a6 3 a ) Z v �Q a- 38 w� -- Z � m � ¢ m N BAY TAPER W SEE SHEET 39 Z Qp Q M a n Q � O LiJ Z U J � + z v O 6 M I!— C'4 °o M m Z Ln W C N W r? SEE PARABOLIC BAY TAPER ;2S cv + z zLO N m O M m Z Ln W OO C5 vi r-i Z + `� N U 30cr- M 06 m t tcN i +UMN 00 CN W Lu N 28 29 W - W J 2 A f Z -- F5 Q n - ---- .._.- - - - - -- - J _ M Q O M W. mJ . __._. -- -- NLA_ WI W r �f' Q - GOSF4RD- R ©AQ -= - - - -- - - -- - - -- Ln TOP OF OIL LINE 48.22 C.7 M t Li BAY TAPER (A) STATION FROM 32 +45.05 53.00' RT. 32 +55.05 53.17' RT. 32 +65.05 53.69' RT. 32 +75.05 54.55 RT. 32 +85.05 55.75' RT. 33 +05.05 58.50' RT. 33 +25.05 61.26' RT. 33 +35.05 62.46' RT. 33 +45.05 63.32' RT. 33 +55.05 63.84' RT. 33 +65.05 64.00' RT. 30 OF OIL m SEE PARABOLIC BAY TAPER ;2S cv c TABLE A) a m M= OO 0F= W N vi r-i Z + `� N 0 M U1— to M W M TOP OF OIL LINE 48.22 C.7 M t Li BAY TAPER (A) STATION FROM 32 +45.05 53.00' RT. 32 +55.05 53.17' RT. 32 +65.05 53.69' RT. 32 +75.05 54.55 RT. 32 +85.05 55.75' RT. 33 +05.05 58.50' RT. 33 +25.05 61.26' RT. 33 +35.05 62.46' RT. 33 +45.05 63.32' RT. 33 +55.05 63.84' RT. 33 +65.05 64.00' RT. 30 OF OIL m SEE PARABOLIC BAY TAPER ;2S cv c TABLE A) a m M= OO 0F= W N vi r-i Z + `� N 0 M U1— to M W M 30 OF OIL m SEE PARABOLIC BAY TAPER ;2S cv c TABLE A) a m M= OO 0F= W N vi r-i Z + `� N 0 M U1— to M W M NOTE: CONSTRUCT STREET SECTION PER ARTERIAL STREET SECTION ON SHEET 2. COSTORD ROAD U W M M Q m Lo LJ� M a- U W M m U Q = Q U ROBERT E. SMITH R E 35473 DATE l 4,4os E S,ry�A < uj r = No. 35473 * EXP, 9 -30 -17 civil- CA Vifrb N W Y CZ LEGEND' co + m M co o STD, CITY SURVEY MNNUMENT M L0 (TN BE CNNST NR EXISTS AS NUTED) M PffA k 'Y16 7 3 SEE SHEETS 46 AND 47 FOR STRIPING PLAN SEE SHEETS 51 AND 52 FOR MEDIAN PLAN 31 32 33 34 35 36 37 N N n J M W CL W - m Z W W — I NI +0.2077- i - - - - -�- -- 10" _0jL_PJPE LINE - -- PAVING �� J LL a -- W Z cl- �N QZ m Q D W � 349.04 CD 47 ®N U OF OIL LINE 349.27 STD, STREET LIGHT - 9,500 L D STD, STREET LIGHT - 22000 ED + STD, STREET NAME SIGN (MET N) + STD, CITY STREET NAME SIGN STD, CURB RAMP f DRI VEVA Y TRAFFIC CNIV TRNL SIGN PT RADIAL TO CENTERLINES TINN 'r TYPE "A" CATCH BASIN -� STANDARD TRAFFIC SIGNAL INTE CONNECT WIRING AND PULL BOXES I Su�QT _. I N C 0 R IRACT Ado. 6 Rilfl:ll 1/ NLl r A II E - D 1 1 52 SHE�TS 354 353 352 351 347 ROBERT E. SMITH R E 35473 DATE l 4,4os E S,ry�A < uj r = No. 35473 * EXP, 9 -30 -17 civil- CA Vifrb N W Y CZ LEGEND' co + m M co o STD, CITY SURVEY MNNUMENT M L0 (TN BE CNNST NR EXISTS AS NUTED) M PffA k 'Y16 7 3 SEE SHEETS 46 AND 47 FOR STRIPING PLAN SEE SHEETS 51 AND 52 FOR MEDIAN PLAN 31 32 33 34 35 36 37 N N n J M W CL W - m Z W W — I NI +0.2077- i - - - - -�- -- 10" _0jL_PJPE LINE - -- PAVING �� J LL a -- W Z cl- �N QZ m Q D W � 349.04 CD 47 ®N U OF OIL LINE 349.27 STD, STREET LIGHT - 9,500 L D STD, STREET LIGHT - 22000 ED + STD, STREET NAME SIGN (MET N) + STD, CITY STREET NAME SIGN STD, CURB RAMP f DRI VEVA Y TRAFFIC CNIV TRNL SIGN PT RADIAL TO CENTERLINES TINN 'r TYPE "A" CATCH BASIN -� STANDARD TRAFFIC SIGNAL INTE CONNECT WIRING AND PULL BOXES I Su�QT _. I N C 0 R IRACT Ado. 6 Rilfl:ll 1/ NLl r A II E - D 1 1 52 SHE�TS 354 353 352 351 347 I Su�QT _. I N C 0 R IRACT Ado. 6 Rilfl:ll 1/ NLl r A II E - D 1 1 52 SHE�TS 354 353 352 351 347 NOTES: O 12' LIMIT LINE AND ALL OTHER PAINTED MARKINGS w /THERMOPLASTI PAINT PER CAL -TRANS STD. SPEC. PTH- 02ALKYD tea, DETAIL 29 BAY TAPER W W� z o FROM � O 00 m oo m " ci rn - o 7 +82.96 o r` w O N O RT. N 5.02' O W � W O_ ¢ N J W LT. uj N Z O z z ¢ 0 C5 ce C7 C7 F - w m m m i _J Q CV N N O 00 °O CD + + cfl + co + ca cfl w N N U) EX EP NEW.E.P: ----- - - - - -- -_ - -- °' 6 N 89'00'58° W 7 QD DETAIL 29 L >< - -� MCCUTCHEN ROAD w EX.E.P. -- - co _ NEW E P tea, DETAIL 29 BAY TAPER W W� z o FROM � Z N Z m oo m " ci rn - C) O 7 +82.96 o r` LO N 6.29' RT. N 5.02' tea, DETAIL 29 BAY TAPER EX. RI-1 STATION FROM � 7 +67.96 7.87' RT. 7 +75.46 7.72' RT. 7 +82.96 7.20' RT. 7 +90.46 6.29' RT. 8 +05.46 5.02' RT. 8 +20.46 2.09' RT. 8 +27.96 0.83' LT. 8 +35.46 2.11' LT. 8 +42.96 3.01' LT. 8 +50.46 3.53' LT. 8 +57.96 3.69' LT. SCALE.- HORIZ. 1" = 50' VERT. 1" = 2' 1� H J EX. RI-1 STATION C, 14 M � J J v Q � M W o in Z D � 13 +00.00 U M W LLJ C) O P3 � m N + m cg H Cn o Qo Z V)w J Cp w = a W.... :.: ...... �� O _J Q O O C> O Z + L12 W R? -9 � W � Z McCUTCHEN ROAD m = � ~ J J J J O O O O O C N v 00 m ^ �M M M J Q J J J J O � W v °O a o D C- M o 0 O n m LLJ L0 O r7 �p !! a o o J r� n C Q^ r- � W SEE SHEET 46 Q 3 Q �o `n W Co Lr F- m Q O_ m Q Q Z m Z M v 18 12 54 W NN 3Maf c"0 M m^ m 3 �� W 5 L> CJJ Z ro C:) rn J Q °z _, °+° 10' BLOCK WALL Z 1 O J 8 m w w �y N ° (SEE WALL PLANS) ¢" w Ex. 0 0 � R1 -1 w w m rn = p R26 CA co R26(CA) R W W3 -1 Ri -9 rn rn rn ? x z o DETAIL 38 FL "BIKE LANE" ,^n , O � cn - PAVEMENT MARKING FL m 0 000 00 c DETAIL 39 "BIKE LANE" DETAIL 39 �F�>F , QQ �� � TAPE GORE R _ PAVEMENT MARKING 2. CIO cn U) � CD a DETAIL 22 -W 0'-00 11 DETAIL 38 13 -- 14 N 89'00'58" W 15 4L 14 ETAIL 29 12 CENTERLINE DETAIL 38 soA SEE MEDIAN PLAN FOR CONSTRUCTION EX. p EX. RI-1 STATION H 14 METER 0 \ 12 +80.00 8.86' RT. 12 +90.00 in Z o 13 +00.00 O M t 4.00' RT. W W � U 13 +50.00 m cg H Cn O_ Z CD M CD Cp w 00 Ki W.... :.: ...... �� ca _J Q O 6 Z ;..... L12 W 0 12 0 m 64 z °' I W 70 L I co Q N EXISTING STREET GOSFORD ROAD us H N �o I J J F-- J O O O 0 o O 6 c6 � m M y u (D J W <� Z Lm cD W m m m Co ^ L0 � 06 Cn 00 + 0 V� N ------ ----- -- STATION H 14 12 +70.00 0 J 12 +80.00 8.86' RT. 12 +90.00 in Z o 13 +00.00 O M 13 +20.00 4.00' RT. W W � U 13 +50.00 m W 0c H Cn O_ Z J M CD Cp w 00 Ki w +U M �� O _J Q O 6 W 0 0 z W to H N �o I J J F-- J O O O 0 o O 6 c6 � m M y u (D J W <� Z Lm cD W m m m Co ^ L0 � 06 Cn 00 + 0 V� N ------ ----- -- STATION FROM 14 12 +70.00 0 0 12 +80.00 8.86' RT. 12 +90.00 in Z o 13 +00.00 Q M 13 +20.00 4.00' RT. W W � U 13 +50.00 m W 0c H `O 00 r7 O_ Z J 00 CD Cp w 00 Ki w +U M �� O O 6 U) 12 - - -- DETAIL 29 � - - - BAY TAPER -- STATION FROM 14 12 +70.00 9.00' RT. 12 +80.00 8.86' RT. 12 +90.00 7.76' RT. 13 +00.00 6.18' RT. 13 +20.00 4.00' RT. 13 +40.00 1.00' LT. 13 +50.00 6.00' LT. 13 +60.00 8.18' LT. 13 +70.00 9.76' LT. 13 +80.00 10.68' LT. 13 +90.00 11.00' LT. 13 EX R W_ EX FLT EX. FENCE Z 3 a Y J J � 3 M LLJ LU R /W W3 -1 Ila w ^ Q J Z r7 Po CUTCHE LO F- O W W PffA SES 2 Q N O cn Z SEE SHEETS 3 THRU 5 FOR STREET PLAN O QROFESSIOh,AI w No. 35473 nj 9/30/15 �1 VIA CALL��4� W z J H Q O O 0 0 W Z J 2 � U o m McCUTCHEN ROAD w O ~ O J o o � FC-4 J uj M Z O O J O O n "1 O W J W N O � W i W = CO M M CA C1 m>_ W D ^ J J M J m w (( w w Y m + o o w U �^ 10 20 20 10 N __j �' �' co w Cj Y + + 00 N %2 156 mW 55 54 N N 53 M 2 Vn W ¢ Q N ca v N C j CD CD Ln FL R26 CA R81 CA DETAIL 38 AFL CO J m DETAIL 39 1 z DETAIL 39 LID 4: 0000 000 1 w PAVEMENT MARKING 18 19 N6 21 I 22 23 N SEE MEDIAN PLAN 77 - DETAIL 38 20 TRACT BOUNDARY11 00 CENTERLINE EX. FL 00^ J � � O W � cm � Z C7 W m 00 d' O + Cn Q F- (n 17 18 1.9 J O O CD 00 M J_ Q W im 0 Z W CO + Q 2.0 1 11 1 1 11 11 `- SEX. FENCE EX. R/W LOT 51 SUMP (SEE 6873 SEWER PLANS) J C7] CO "BIKE LANE" PAVEMENT MARKIN' 24 -SEE MEDIAN PLAN 25 N 89'00'58" W . SEE MEDIAN PLAN FOR CONSTRUCTION R7 -9 EX. FENCE 00 26 ^ J O O CV CA M J W Cm 2 F- Q Zm m� �+ Q N _N O F- w � McCUTCHEN ROAD � Q 26 +53.88 U Q \ r m LOn M cD N Q Cn 21 2.2 2.3 2.4 2.5 2.6 2.7 x_­ .e- r r _ ROBERT E. SMITH RCE 35413 DATE Y QO� m No-35473 * Exp. 9-30-17' LEGEND CURB AND GUTTER CENTERLINE - LANE LINE- 4" X 7' WH17t STRIPE w 117' SPACE BETWEEN S IPES PER CAL TRANS (DETAIL CHANNELIZING LINE - 8" RDE PER CAL TRANS DETAIL 38 h INSTALL TYPE IV ARROW TYR (LEFT OR RIGHT AS SHOWN) Si1P PA VEMENT MARKING (WHI TF) * PT RADIAL TO CENTERLINE STA. ADDITIONAL NOTES: ALL CONFLICTING STRIPING TO BE REMOVED WITH REPLACEMENT OF PERMANENT STRIPING. ALL TEMPORARY STRIPING TO BE WATER BORNE PAINT. PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. SHOULD CONDITIONS BE CHANGED, A REVISED STRIPIN PLAN SHALL BE SUBMITTED TO THE CITY FOR APPRO AL 10 DAYS PRIOR TO PAVING. ALL PERMANENT STRIPING AND PAVEMENT MARKIN S SHALL BE THERMOPLASTIC PAINT PER CALTRANS I ANDARD SPECIFICATION PTH- 02ALKYD UNLESS OTHERWISE NOTED. SmithTebh *USA I N C 0 R ; O R A T E D TRACT No. 6873 PHASES 1 & 2 STRIPING PLAN ' McCUTHEN ROAD SHEET 44 OF 52 SHEETS SEE SHEET 49 FOR MEDIAN PLAN 14 15 16 17 O ~ O J o o � FC-4 J uj M Z O O J O O n "1 O W J W N O � W i W = CO M M CA C1 m>_ W D ^ J J M J m w (( w w Y m + o o w U �^ 10 20 20 10 N __j �' �' co w Cj Y + + 00 N %2 156 mW 55 54 N N 53 M 2 Vn W ¢ Q N ca v N C j CD CD Ln FL R26 CA R81 CA DETAIL 38 AFL CO J m DETAIL 39 1 z DETAIL 39 LID 4: 0000 000 1 w PAVEMENT MARKING 18 19 N6 21 I 22 23 N SEE MEDIAN PLAN 77 - DETAIL 38 20 TRACT BOUNDARY11 00 CENTERLINE EX. FL 00^ J � � O W � cm � Z C7 W m 00 d' O + Cn Q F- (n 17 18 1.9 J O O CD 00 M J_ Q W im 0 Z W CO + Q 2.0 1 11 1 1 11 11 `- SEX. FENCE EX. R/W LOT 51 SUMP (SEE 6873 SEWER PLANS) J C7] CO "BIKE LANE" PAVEMENT MARKIN' 24 -SEE MEDIAN PLAN 25 N 89'00'58" W . SEE MEDIAN PLAN FOR CONSTRUCTION R7 -9 EX. FENCE 00 26 ^ J O O CV CA M J W Cm 2 F- Q Zm m� �+ Q N _N O F- w � McCUTCHEN ROAD � Q 26 +53.88 U Q \ r m LOn M cD N Q Cn 21 2.2 2.3 2.4 2.5 2.6 2.7 x_­ .e- r r _ ROBERT E. SMITH RCE 35413 DATE Y QO� m No-35473 * Exp. 9-30-17' LEGEND CURB AND GUTTER CENTERLINE - LANE LINE- 4" X 7' WH17t STRIPE w 117' SPACE BETWEEN S IPES PER CAL TRANS (DETAIL CHANNELIZING LINE - 8" RDE PER CAL TRANS DETAIL 38 h INSTALL TYPE IV ARROW TYR (LEFT OR RIGHT AS SHOWN) Si1P PA VEMENT MARKING (WHI TF) * PT RADIAL TO CENTERLINE STA. ADDITIONAL NOTES: ALL CONFLICTING STRIPING TO BE REMOVED WITH REPLACEMENT OF PERMANENT STRIPING. ALL TEMPORARY STRIPING TO BE WATER BORNE PAINT. PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. SHOULD CONDITIONS BE CHANGED, A REVISED STRIPIN PLAN SHALL BE SUBMITTED TO THE CITY FOR APPRO AL 10 DAYS PRIOR TO PAVING. ALL PERMANENT STRIPING AND PAVEMENT MARKIN S SHALL BE THERMOPLASTIC PAINT PER CALTRANS I ANDARD SPECIFICATION PTH- 02ALKYD UNLESS OTHERWISE NOTED. SmithTebh *USA I N C 0 R ; O R A T E D TRACT No. 6873 PHASES 1 & 2 STRIPING PLAN ' McCUTHEN ROAD SHEET 44 OF 52 SHEETS a- w w Q O Z W hU— C-) J O CV Q7 M J W ° C.7 W m Ln ul M + 10 N Cn h BAY TAPER (A) oc W Z w m m LOT A 27 +45.04 SUMP Q 17.69' LT. N a- w w Q O Z W hU— C-) J O CV Q7 M J W ° C.7 W m Ln ul M + 10 N Cn h BAY TAPER (A) STATION FROM C 22 +37.54 16.00' LT. 27 +45.04 16.19' LT. 27 +52.54 17.69' LT. 27 +60.04 17.69' LT. 27 +67.54 19.00' LT. 27 +82.54 22.00' LT. 27 +97.54 25.00' LT. 28 +05.04 26.31' LT. 28 +12.54 27.25' LT. , 28 +20.04 27.81' LT. I 28 +27.54 28.00' LT. P p- -KA cc J "BIKE LANE" PAVEMENT MARKING 5 DETAIL 22 s¢ CENTERLINE DETAIL 38 00 Ln Ln 4'BIKE LANE - -- - EXW - _ - - - - - -- EX. CHAIN LINK FENCE o O N O M J W ° ° Z W Ln n N + 27 28 29 30 O N H N N OTES: O PAINT 12' LIMIT LINE AND ALL OTHER PAINTED MARKINGS W /THERMOPLASTIC PAINT PER CALTRANS STD. SPEC. PTH- 02ALKYD O W- 31(CA) SIGN WITH OM4 -3 MARKER AT PHASE BOUNDARY OF TRACT. IF ADJUSTED PHASE IS NOT CONSTRUCTED AT SAME TIME, REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. CURVE J M RADIUS 3 c= C) < � 0 M oO F� OQ O ° w E2 C7 f\ CL J � O 101 20 20 1 N G7" N ° Lo 3 ¢ 57 w n N J Cj U W''- + m � + Cn Z w N p � N z � Q7 Lq N W J (n N ¢ J N + K ,�� P WERE CL o t¢-W Cn ° M N + m3 cn LOT F- N c0 W N w N P p- -KA cc J "BIKE LANE" PAVEMENT MARKING 5 DETAIL 22 s¢ CENTERLINE DETAIL 38 00 Ln Ln 4'BIKE LANE - -- - EXW - _ - - - - - -- EX. CHAIN LINK FENCE o O N O M J W ° ° Z W Ln n N + 27 28 29 30 O N H N N OTES: O PAINT 12' LIMIT LINE AND ALL OTHER PAINTED MARKINGS W /THERMOPLASTIC PAINT PER CALTRANS STD. SPEC. PTH- 02ALKYD O W- 31(CA) SIGN WITH OM4 -3 MARKER AT PHASE BOUNDARY OF TRACT. IF ADJUSTED PHASE IS NOT CONSTRUCTED AT SAME TIME, REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. CURVE J M RADIUS 3 TANGENT C) < � 77.54' M J w F� OQ I ° w E2 C7 m CL 3 � O 101 20 20 1 N G7" N ° W M W 3 ¢ 57 1 13.59' M W � P p- -KA cc J "BIKE LANE" PAVEMENT MARKING 5 DETAIL 22 s¢ CENTERLINE DETAIL 38 00 Ln Ln 4'BIKE LANE - -- - EXW - _ - - - - - -- EX. CHAIN LINK FENCE o O N O M J W ° ° Z W Ln n N + 27 28 29 30 O N H N N OTES: O PAINT 12' LIMIT LINE AND ALL OTHER PAINTED MARKINGS W /THERMOPLASTIC PAINT PER CALTRANS STD. SPEC. PTH- 02ALKYD O W- 31(CA) SIGN WITH OM4 -3 MARKER AT PHASE BOUNDARY OF TRACT. IF ADJUSTED PHASE IS NOT CONSTRUCTED AT SAME TIME, REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. � I-LR26 CA R W R26 CA - -- DETAIL 38N � - "BIKE LANE" FL DETAIL 39--,' f PAVEMENT MARKING J J J M � M M M a) ui J J J !¢- 0 W ° W Z W m W m O Lq LQ LO K7 N + + + M M M ¢ ¢ ~ N N N 31 3 2 ADDITIONAL NOTES: ALL CONFLICTING STRIPING TO BE REMOVED WITH REPLACEMENT OF PERMANENT STRIPING. ALL TEMPORARY STRIPING TO BE WATER BORNE PAINT. PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. SHOULD CONDITIONS BE CHANGED, A REVISED STRIPING PLAN SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING. ALL PERMANENT STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH- 02ALKYD UNLESS OTHERWISE NOTED. STRIPING CURVE DATA CURVE DELTA RADIUS 3 TANGENT 10 J 500.00' 77.54' 38.85 U 08'53'06' 500.00' 00 55W C7 64.03' 5 4 � O W N G7" � I-LR26 CA R W R26 CA - -- DETAIL 38N � - "BIKE LANE" FL DETAIL 39--,' f PAVEMENT MARKING J J J M � M M M a) ui J J J !¢- 0 W ° W Z W m W m O Lq LQ LO K7 N + + + M M M ¢ ¢ ~ N N N 31 3 2 ADDITIONAL NOTES: ALL CONFLICTING STRIPING TO BE REMOVED WITH REPLACEMENT OF PERMANENT STRIPING. ALL TEMPORARY STRIPING TO BE WATER BORNE PAINT. PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. SHOULD CONDITIONS BE CHANGED, A REVISED STRIPING PLAN SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING. ALL PERMANENT STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH- 02ALKYD UNLESS OTHERWISE NOTED. STRIPING CURVE DATA CURVE DELTA RADIUS LENGTH TANGENT 10 08'53'06° 500.00' 77.54' 38.85 �2 08'53'06' 500.00' 77.54' 38.85' w WI -7 WITH DELTA TANGENT RADIUS OM4 -3 MARKER w Of -X-- EX. CHAIN LINK FENCE °O _ � M o o co co t O J M ~ 0 N INDUSTRIAL LOT 33 O Ln fl- 100 N + M R7-9 BOUNDARY I 3.4 � R. - 33 34 Cj U Z Q J p J LZ o SEE TRACT 6874 o STRIPING PLAN W mo F,o z n o ri M 11 38=- Q N w O �N mz MJ W ¢ �° Lu �/, M � o U V �w o Q� N° z R7 -9 I - 7 y(>2 GG-19 u✓� ©M4 -3 MI�NEW E.P. PAVEMENT AMARKING 6AF�IGRPG 1❑ H J W Ln M O + N r- ; J ¢ � R -26 (CA) /Q ART E. r No.35473 Ex 9-11-17 r�FOF rat1EP�� N M 35 36 M OWE DETAIL 38 �6k�� ❑3 DETAIL 29 Q0 I CENTERLINE-. N y kN1__ -- - - -� b, 4' BIKE LANE 38 - -E EL—t_— —_ x X x 1 EX R/W 35 WI -7 WITH DELTA TANGENT RADIUS OM4 -3 MARKER 1❑ -X-- EX. CHAIN LINK FENCE 1500.00' W F-: C7 64.03' a- O � O 2, Ck:: N G7" J W M W Wp 00 ~ Z 1 13.59' M W � Cj U W''- W + Cn _� Oc5 M O M Z N 33 34 Cj U Z Q J p J LZ o SEE TRACT 6874 o STRIPING PLAN W mo F,o z n o ri M 11 38=- Q N w O �N mz MJ W ¢ �° Lu �/, M � o U V �w o Q� N° z R7 -9 I - 7 y(>2 GG-19 u✓� ©M4 -3 MI�NEW E.P. PAVEMENT AMARKING 6AF�IGRPG 1❑ H J W Ln M O + N r- ; J ¢ � R -26 (CA) /Q ART E. r No.35473 Ex 9-11-17 r�FOF rat1EP�� N M 35 36 M OWE DETAIL 38 �6k�� ❑3 DETAIL 29 Q0 I CENTERLINE-. N y kN1__ -- - - -� b, 4' BIKE LANE 38 - -E EL—t_— —_ x X x 1 EX R/W 35 PHASE ONE SEE SHEET 50 FOR MEDIAN SEE SHEET 3 THRU 5 FOR STREET PLAN 36 SCALE: 37 HORIZ. 1" = 50' VE R T. 1 is = 2' 4gpFE E. 9 ��4c�,4og�gR w No. 35473 1-i-' 9/30/15 CIVIL CALt���� - -- mil 7 " 5� ROBERT E. SMITH RCE 35 73 DATE NEW PAVING STRIPING CURVE DATA WI -7 WITH DELTA TANGENT RADIUS OM4 -3 MARKER 1❑ W 17, 04'53'19" 64.03' 1500.00' � � 2❑ O CL- 64.03' 1500.00' U^ W O 2, Ck:: J J 24.07' Wp 0102'17" 1 13.59' QO F-v � m0 O M W''- _� Oc5 w— +00 � Q7 � C7) oO M= J , +N M t N ¢ J M J_ ¢ + K ,�� cn �w N ° t¢-W Cn ° M N F- N PHASE ONE SEE SHEET 50 FOR MEDIAN SEE SHEET 3 THRU 5 FOR STREET PLAN 36 SCALE: 37 HORIZ. 1" = 50' VE R T. 1 is = 2' 4gpFE E. 9 ��4c�,4og�gR w No. 35473 1-i-' 9/30/15 CIVIL CALt���� - -- mil 7 " 5� ROBERT E. SMITH RCE 35 73 DATE NEW PAVING STRIPING CURVE DATA CURVE DELTA TANGENT RADIUS LENGTH 1❑ 04'53'19" 64.03' 1500.00' 127.98' 2❑ 04 53'19° 64.03' 1500.00' 127.98' ❑00 55'10' 12.0' 1500.00' 24.07' ® 0102'17" 1 13.59' 1500.00' 27.18' X. E.P. '� R -26 (CA) • r7 Ln C.0 39 40 !� EX Fl -- - R 39 40 0 r7 Ln 41 CN - -- _ -EX. CHAIN LINK FENCE LEGEND CURB AND GUTTER CENTERLINE — LANE LINE.' 4" X 7' WHITE STRIPE W /17' SPACE BETWEEN STRIPES PER CAL TRANS (DETAIL 9) CHANNELIZING LINE - 8" WIDE PER CAL TRANS DETAIL 38 S A INSTALL TYPE IV ARROW TYP. (LEFT OR RIGHT AS SHOWN) PA VEMENT MARKING (WHITE) PT. RADIAL TO CENTERLINE STA. �- TRAFFIC CONTROL SIGN - AS NOTED + SID. CITY STREET NAME SIGN PER COB S7D T -1 + SID. STREET NAME SIGN (METRO) PER COB STD T -1 41 U J m� O q4: LO M� n + N V)o NEW�E.P.1, —'I R -26 (CA) ` 42 - rn N J w z ° o ° ui Z U w rn (o O O O ~ N L>J J � w z � w X W CT N � J J H m N ° Lu O O O ° W Ln + N U N W J 00 (! ° + SmlthTech ��JSA INCORPORATE D TRACT No. 6873 OFFSITE STRIPING PLAN McCUTCHEN ROAD SHEET 645 CF 52 SHEETS N BAY TAPER STATION rn 4 +85.28 0.00' RT. N 0.19' RT. 5 +05.28 J 5 +15.28 1.69' RT. 5 +25.28 W 5 +45.28 6.00' RT. :. C) 9.00 RT. 10.31' RT. cm O N N 11.81' RT. 6 +05.28 J N Q 9.00' RT. z W d z CD X W m W m ^ OO N J N N 0.75' RT. \ \ 0.19' OHO 00 OO af J J _6 0 0 0 ¢ o � o ¢ o � o ¢o �� BAY TAPER STATION FROM t 4 +85.28 0.00' RT. 4 +95.28 0.19' RT. 5 +05.28 0.75' RT. 5 +15.28 1.69' RT. 5 +25.28 3.00' RT. 5 +45.28 6.00' RT. :. 5 +65.28 5 +75.28 9.00 RT. 10.31' RT. 5 +85.28 11.25' RT. 5 +95.28 11.81' RT. 6 +05.28 12.00' RT. CA N J uj w d w C^ < J Z ° w ° N \ o Qf co o cn � - cn cn EX. STREET 5 DETAIL 22 S 00.36'13" W 6 GOSFORD ROA DETAIL 29 n EX. C &G W O_ Z J w o m° N \ N of r+ °o d `-4 �v cn BAY TAPER N STATION J FROM I 12 +72.30 o 12.00' RT. 12 +82.30 N I 11.81' RE 12 +92.30 ° � 11.25' ��� r'� N cV \ 11.31' RE N J 9.00' RT. 13 +32.30 O 6.00' � J J J 3.00 RT. 13 +62.30 J 1.69' RT. 13 +72.30 Lu O_ 0.75' RT. 13 +82.30 C 0.19' RT. 13 +92.30 W p RT. N z Z W W < = _ Q� d d co CC) °o d Lu w w J ¢ cp O O I b z z J w O N N uj uj + + F= • TAPE GORE c° ° Q CENTERLINE & Q Q o m m w ¢ _ ° , j 00 o TRACT BOUNDARY N N v + N O L[') d CO + to 00 N N O m N' o o N N 112 1 121¢ o�N° Z W z cn cn r�o�� w m 0 w tZ^ Z w^ 7�J �w "I c, c:, N N 00 1 c m ° w ^ �- � . I U`> - a �^ W M 00 CO DETAIL 39 DETAIL 39 � PAVEMENT MARKING "BIKE LANE" _ CN RESTRICTER DETAIL ON SHEET 49 MAI PAVEMENT MARKING 4- PAVEMENT MARKING Of co g 6 Q ° :/% DETAIL 39� BAY TAPER N STATION J FROM C 12 +72.30 o 12.00' RT. 12 +82.30 9.00' RT. 11.81' RE 12 +92.30 ° � 11.25' RT. I 13 +02.30 cV \ 11.31' RE 13 +12.30 + 9.00' RT. 13 +32.30 O 6.00' RT. 13 +52.30 J 3.00 RT. 13 +62.30 W 1.69' RT. 13 +72.30 Lu O_ 0.75' RT. 13 +82.30 C 0.19' RT. 13 +92.30 W 0.00' RT. BAY TAPER N N J J ¢ � w o ° 11.31' RT. a' uj 9.00' RT. � Q 15 +92.13 ° � z � z w o m o cV \ � \ 0.19 RT. 16 +32.13 + + -- - - 23 � w O O LO 0 O O d BAY TAPER STATION FROM C 15 +12.13 12.00' RT. 15 +22.13 11.81' RT. 15 +32.13 11.25' RT. 15 +42.13 11.31' RT. 15 +52.13 9.00' RT. 15 +72.13 6.00' RT. 15 +92.13 3.00 RT. 16 +02.13 1.69' RT. 16 +12.13 0.75' RT. 16 +22.13 0.19 RT. 16 +32.13 1 0.00' RT. c' ° EX EP ---- - - -�-- EX. EP - - -- ---------------- - SEX. EP i '� - - -- � - Z - -- 7 8 DETAIL 22 9 S 00'36'13" W `� �Dy 1��'� 11 S 00'36'13' W 12 0�0 13 14 15 RE N 1' DETAIL 38 I © TAPE GORE - - -- g DETAIL 29 DETAIL 38 DETAIL 22 DETAIL 29J N "BIKE LANE' W -- PAVEMENT MARKING DETAIL 39 EX, BIKE LANE o - _ Qc iX.C&G EX. 9' MEANDERING SIDEWALK ^ _- o 0 - V V x - - - -- - - X u N 0o M J NOTES: m w _ z c� O 12' LIMIT LINE AND ALL OTHER PAINTED MARKINGS w /THERMOPLASTIC ui m PAINT PER CAL -TRANS STD. SPEC. PTH - 02ALKYD °O LO d a V) SCALE: "H ORI Z. 1" = 50' VERT. 1 of = 2' R/� R26(CA) /R81(CA) 4g13VESSI��,9 C-4 No. 35473 ROBERT E. SMITH RCE 35473 DATE a 9/30/15 x �a4T CIVIL N of CAtx� cN.� S �c+ ° c� ? W W r No. 35473 ¢ d °O Exp. 9 -30-17 E5 v * 7k+ O LLI m cs'Tq� C(VIL FOF CATT' M ^ CN + + C-) � � Of N ° CENTERLINE & o C� C14 6 EX EP TRACT BOUNDARY ° + N - - - -- - -� - - -- NO 16 cp 17 18 cV 1 ¢ ¢ S 00'36'13° W AL w w ETAIL 29 GOSFORD ROAD oo Z DETAIL 39 = m GOSFORD ROA Ly R7 -9 Q LIJ - � - ° R1 -1 C 64 196 o � N N H 00 �, w0 36 38 0 �? o w 33 12 W N d JZ Z Z tl o! ° Qa p JN ° 1 O w 12 12 �„ q ¢� 00 ui �Q Q 3 N -j3 w F- W vJ mw cow Q w Q 15- J mW -F s w -auj oo ► M m LO SEE SHEET 44 W o COSTORD ROA-D =o PHA S & 3 SEE SHEETS 51 AND 52 FOR MEDIAN PLAN SEE SHEETS 41 THRU 43 FOR STREET PLAN 5 6 8 9 10 11 12 13 14 15 16 ^ BAY TAPER STATION FROM C 22 +81.66 ^ 22 +89.16 4.19' RT. 22 +96.66 o: 23 +04.16 5.69' RT. 23 +11.66 O 23 +26.66 10.00' RT. N O 23 +49.16 14.31' RT. J v 23 +64.16 15.81' RT. 23 +71.66 16.00' RT. 21 22 1 -- - - 23 � w • N �- Q LO 0 O O d J Q - - - - - - 27 DETAIL 38 cfl W - - - - S 00.36'13" Z N Lu O_ o m W C • J J W x W ^ z Z W W < = _ °Ckf m m °o d z O N Z cp O O COO ; 05 F ^ W O N N + + F= • TAPE GORE c° ° Q CENTERLINE & Q Q o _ ° , j 00 o TRACT BOUNDARY N N v BAY TAPER STATION FROM C 22 +81.66 4'.00 RT. 22 +89.16 4.19' RT. 22 +96.66 14.75' RT. 23 +04.16 5.69' RT. 23 +11.66 7.00' RT. 23 +26.66 10.00' RT. 23 +41.66 13.00 RT. 23 +49.16 14.31' RT. 23 +56.66 15.25' RT. 23 +64.16 15.81' RT. 23 +71.66 16.00' RT. BAY TAPER D _ STATION ^ ^ o: 28 +24.51 O) 28 +34.51 p 15.25' RT.I O � N N 28 +74.51 10.00' RT. O °O O J J 29 +14.51 4.75' RE tp CD Q 4.00' RE 21 22 1 -- - - 23 - - -- N -- -- 24 DETAIL 22 LO 0 - - - - - - co N N - - - - - - 27 DETAIL 38 cfl d - - - - S 00.36'13" ft: ) N 0 M Z Of W C J J W I °Ckf �^ d w d d z Wo Z� Z Z w Lj d W C7 m COO W W m W m CR TAPE GORE c° �' `�' , j 00 00 0 t c c o .0 + N O L[') t) CO + to 00 N N O O F- N' o N N N F O U) ¢ ¢ cn cn BAY TAPER D _ STATION FROM C 28 +14.51 16.00' RT. 28 +24.51 15.81' RT. 28 +34.51 p 15.25' RT.I 28 +44.51 15.31' RT. 28 +54.51 13.00' RT. 28 +74.51 10.00' RT. 28 +94.51 7.00 RT. 29 +04.51 5.69' RT. 29 +14.51 4.75' RE 29 +24.51 4.19' RT. 29 +34.51 1 4.00' RE CTJ N J w in o- w CL d z w • - .-. (n - - + -- -- N o CENTERLINE & ~� TRACT BOUNDARY • - ---- - (n - - - -- -- EX EP �- -- cn Z- cn o°i cn cn SEX EP w 1 � S 0036'13° W 20 cfl '- 21 22 1 -- - - 23 - - -- N -- -- 24 DETAIL 22 25 - - - - - - co - .-- 26 ��" N� - - - - - - 27 DETAIL 38 cfl - - - - - 28 - - - - S 00.36'13" - 29 - -- - 30 - - -- - CV Z -- -- - - I - -i- - I i W °m J DETAIL 22 TAPE GORE c° �' `�' DETAIL 22 DETAIL 29 O ao "BIKE LANE" N SEE CONCRETE MEDIAN DETAIL 22 "BIKE LANE" N DETAIL 22, <n ' DETAIL 39 DETAIL 39 � PAVEMENT MARKING "BIKE LANE" DETAIL 39 RESTRICTER DETAIL ON SHEET 49 PAVEMENT MARKING PAVEMENT MARKING DETAIL 39� cD c0 CO r - t- -- (Zo r FL r '� DETAIL 38 c-4 t �► C4 R7 • GOSFORD ROAD R7-9 R/W FL R26(CA) /R81(CA) /W -9 R26(CA) 7R/W R26(CA) C2 cl Elf ^ w \ o cy) 00 6 6 c� --I 1:� _j --i ck:: - - C> < _j Y� o cl- < 3� o ck� o - Q� 0 20 20 1 cD Z __j 3� 6 `. rn C) ¢ C) a, ][ Ci ¢ �� r-- r7 Y J °o o r7 C, J • rn mw mILW � - Z~ J ¢ f0 N Q = Q = J ¢ Gfl (n " J QO M M J3 m w N - `i `i 00 Q M w m LLJ io (n W d � c W d F- W J J ¢ io v O M M J m O O `- . m °z o = o ri J o LLJ LAJ N O N c0 m m Z d w N m J O N oo �- cn co CD w ¢ W + -F N • N Q M M N N CD CO C+D N N Q N ul U.) N N (17 Q N cn r 17 o' O O O 0 N N J uj w d W U z J Q U o° F- o Q O M V) ^ 00 M J W d x a O O °O + M H V) 1y zu 11 . .22. -Z.S . .24. .25 . . .21. .28. .29 . .30. 31 LEGEND CURB AND GUT TER CENTERLINE - LANE LINE- 4' X 7' VHITE STRIPE w 117 SPACE BETWEEN STRIPES PER CAL TRANS (DETAIL 9) CHANNELIZING LINE - 8' WIDE PER CAL TRANS BETA L 38 INSTALL TYPE IV ARRO TYP• (LEFT OR RIGHT AS SH WN) PA VEMENT MARKING (WHITE) PT RADIAL TO CENTERLINE STA. 18 19 ADDITIONAL NOTES: ALL CONFLICTING STRIPING TO BE REMOVE WITH REPLACEMENT OF PERMANENT STRIPING. ALL TEMPORARY STRIPING TO BE WATER RNE PAINT. PPIOR TO PAVING, THE DESIGN ENGINEER FOR TIIE PPOJECT SHALL VERIFY THAT CONDITIONS REMAI THE SAME AS SHOWN IN THE APPROVED PLANS. SHOULD CONDITIONS BE CHANGED, A REVISED S RIPING PLAN SHALL BE SUBMITTED TO THE CITY FOR A PROVAL 10 DAYS PRIOR TO PAVING. m w w GOSFORD ROAD _ cn w cn ALL PERMANENT STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH- 02ALKYD UNLESS OTHERWISE NOTED. SfnithTech*USA INCORPORATED TRACT No. 6873 PHASES 1 & 3 STRIPING PLAN & PROFILE • GOSFORD ROAD . SHEET 46 07 X52 SHEETS i NOTES: W 12' LIMIT LINE AND ALL OTHER PAINTED MARKINGS w /THERMOPLASTIC PAINT PER CAL —TRANS STD. SPEC. PTH- 02ALKYD ADDITIONAL NOTES: ALL CONFLICTING STRIPING TO BE REMOVED WITH REPLACEMENT OF PERMANENT STRIPING. ALL TEMPORARY STRIPING TO BE WATER BORNE PAINT. PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. SHOULD CONDITIONS BE CHANGED, A REVISED STRIPING PLAN SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING. ALL PERMANENT STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH- 02ALKYD UNLESS OTHERWISE NOTED. SCALE: HORIZ. 1" = 50' VERT. 1" = 2' TAPE GORE CURVE DATA T F_ RADIUS 171 O 10 1 163'22'32' J 5.70' O J � O BLACK of s O o cV o° r 0 TAPE GORE CURVE DATA T DELTA RADIUS N O 10 1 163'22'32' 2.00 5.70' 1 13.69' J � W TAPE GORE CURVE DATA NUMBER DELTA RADIUS LENGTH TANGENT 10 1 163'22'32' 2.00 5.70' 1 13.69' w a- p Q IQ- p LIJ LLJ F- p C] Z IU- W W :3 Q m ° � = O O C^D 00 M CENTERLINE M i TRACT BOUNDARY N N WITH OMI_3 N X. EP MARKER w — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - 1 S 00'36'13" W � 32 33 34 ETAIL 22 35 S 00'36'13" W 36 GOSFORD ROAD DETAIL 22 �I' }µg5 w Q0 EX, EP GOSFORD ROAD w PAVEMENT MARKING � T� �� �� DETAIL 39 cz DETAIL 39 BIKE i LANE" .� EX. AG cw W3 -1 co PA'EMENT MARKING r�r FL DETAIL 38 SUMP R7 -9 C%4 >_ 6 5 00 M J W in S Q ZE S CD O M 30 31 al, -1g 6 60 59 WIRE COLOR ASSIGNMENTS N O M0 mwmmss INTE O N�'CT A AUMO IN mini Tat--$ MEM J Q < C AUDIO OUT RED TBi -5 BLACK E AUDIO OUT GREEN TB1 -6 w a- p Q IQ- p LIJ LLJ F- p C] Z IU- W W :3 Q m ° � = O O C^D 00 M CENTERLINE M i TRACT BOUNDARY N N WITH OMI_3 N X. EP MARKER w — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - 1 S 00'36'13" W � 32 33 34 ETAIL 22 35 S 00'36'13" W 36 GOSFORD ROAD DETAIL 22 �I' }µg5 w Q0 EX, EP GOSFORD ROAD w PAVEMENT MARKING � T� �� �� DETAIL 39 cz DETAIL 39 BIKE i LANE" .� EX. AG cw W3 -1 co PA'EMENT MARKING r�r FL DETAIL 38 SUMP R7 -9 C%4 >_ 6 5 00 M J W in S Q ZE S CD O M 30 31 '2 (CA) R/W R26(CA) "' Uj Q 6 al, -1g 6 60 59 WIRE COLOR ASSIGNMENTS M FUNCTION WIRE COLOR TB -1 HIRE COLOR —CABLE M0 mwmmss INTE O N�'CT A AUMO IN mini Tat--$ MEM O Q < C AUDIO OUT RED TBi -5 BLACK E AUDIO OUT GREEN TB1 -6 GREEN TB -1 TB -1 'U J O 7B -1 TB-2 O 0 18-2 - F-= 78-3 (Comm In) TB-4 (Comm In) 18-4 (Comm M) 70-3 (Corm Cut) � T9-5 (Comm Gut) 18 -8 (Calm Cut) INTERSECTION p LOCATION A LOCATION B INTERCONNECT DETAIL �o B 1` tom) WCD 8'(64 CONDW ♦ s LIDS SHALL READ "TRAFFIC SIGNAL" B TOP ym U-) r,: 9 (75=n) IDiOC)ifATl7 7 -4- (NOT REQUBM FOR NO.5 PUUBOJO CLEAN CRU>�ID BIDM im Sm PLAN 29-8 0 ) UK CONDUITS SHALL BE FOR ADERIDNAL mxmQN B-H CAPPED BI PULL AXES .. SBC = A -♦ DRTAI B. d- NO.5 PULLBOX WffH EXTENSION N M lit r m 4 L�4! U IIL PABZiB tea' {ice) a (Lbn) INSTALL Y(50mm) SCHEDULE 40 CONDUIT UNDER SIDEWALK WITH PULL BOXES AT 400'(120m) MAXIMUM INTERVAL PULL BOXES SHALL BE NO. 5 WITH EXTENSIONS AND KNOCKOUTS. CONDUIT SHALL BE SWEEP TO PULLBOX iffliaigiT MW Pill ADDS PARALLEL TO THE Masmwo � SURFACE (HORIZONTAL). THE TOTAL ANGULAR BEND OF CONDUIT BETWEEN PULL BOXES SHALL NOT EXCEED 18D Q DEGREES A PULL ROPE CONFORMING TO SECTION CONDUIT IS ALLOWED TO BE PLACED AT GUTTER UP LINE. IN ALL OTHER 86 -2.05C ' INSTALLATION' OF THE STANDARD SPECIFICATION SHALL BE INCLUDED IN ALL INTERCONNECT CONDUIT CASES, CONDUIT IS TO BE LOCATED FOR INSTALLATION OF FUTURE CONDUCTORS. UNDER SIDEWALK AREA. V) o PPAART O'FN AMIMA , STANDARD STREET BiPROVEMENT. OMISSION OF TRAFFIC SIGNAL INTERCONNECT CONDUIT ALONG ARTERIAL STREETS MAY BE '2 (CA) R/W R26(CA) "' Uj Q 6 al, -1g 6 60 59 WIRE COLOR ASSIGNMENTS M FUNCTION WIRE COLOR TB -1 HIRE COLOR —CABLE M0 mwmmss INTE O N�'CT A AUMO IN mini Tat--$ MEM O BLACK C AUDIO OUT RED TBi -5 BLACK E AUDIO OUT GREEN TB1 -6 Y J O Q � W ip !� W W W 32 SEE SHEETS 51 AND 52 FOR MEDIAN PLAN SEE SHEETS 41 THRU 43 FOR STREET PLAN 33 34 35 ~ _N 0 � Z z 11 38 cr 99 M SEE SHEET 48 z o Q ¢ v O p WQ cl:� m z W Lu 00 � v + Y W m N 36 C2P MODEM INTERCONNECT /TERMINAL BLOCK TB -1 INPUT PANEL #4 WIRE COLOR ASSIGNMENTS M FUNCTION WIRE COLOR TB -1 HIRE COLOR —CABLE M0 mwmmss INTE O N�'CT A AUMO IN mini Tat--$ MEM B AUDIO IN BLACK TB1 -4 BLACK C AUDIO OUT RED TBi -5 BLACK E AUDIO OUT GREEN TB1 -6 GREEN TB -1 TB -1 TB-1 O O 7B -1 TB-2 O 0 18-2 78-3 (Cann M) 78-3 (Comm In) TB-4 (Comm In) 18-4 (Comm M) 70-3 (Corm Cut) TB -S (Como Out) T9-5 (Comm Gut) 18 -8 (Calm Cut) INTERSECTION INTERSECTION LOCATION A LOCATION B INTERCONNECT DETAIL N'f8 B 1` tom) 8'(64 CONDW ♦ s LIDS SHALL READ "TRAFFIC SIGNAL" B TOP ym 36 C2P MODEM INTERCONNECT /TERMINAL BLOCK TB -1 INPUT PANEL #4 WIRE COLOR ASSIGNMENTS M FUNCTION WIRE COLOR TB -1 HIRE COLOR —CABLE M0 mwmmss INTE O N�'CT A AUMO IN mini Tat--$ MEM B AUDIO IN BLACK TB1 -4 BLACK C AUDIO OUT RED TBi -5 BLACK E AUDIO OUT GREEN TB1 -6 GREEN TB -1 TB -1 TB-1 O O 7B -1 TB-2 O 0 18-2 78-3 (Cann M) 78-3 (Comm In) TB-4 (Comm In) 18-4 (Comm M) 70-3 (Corm Cut) TB -S (Como Out) T9-5 (Comm Gut) 18 -8 (Calm Cut) INTERSECTION INTERSECTION LOCATION A LOCATION B INTERCONNECT DETAIL N'f8 B 1` tom) 8'(64 CONDW ♦ s LIDS SHALL READ "TRAFFIC SIGNAL" B TOP ym B II T e(awm=) co 9 (75=n) IDiOC)ifATl7 DIDCC=Vr FOR 4- (lOOmm) UULnDUCT OR mmu -CO SY$i6i[ 0 0 (NOT REQUBM FOR NO.5 PUUBOJO CLEAN CRU>�ID BIDM im Sm PLAN 29-8 0 ) UK CONDUITS SHALL BE FOR ADERIDNAL mxmQN B-H CAPPED BI PULL AXES .. SBC = A -♦ DRTAI B. NO.5 PULLBOX WffH EXTENSION (NO-6 PUU BO% WrrH I;rnMON SUM AR) lit r m 4 L�4! U IIL PABZiB tea' {ice) a (Lbn) INSTALL Y(50mm) SCHEDULE 40 CONDUIT UNDER SIDEWALK WITH PULL BOXES AT 400'(120m) MAXIMUM INTERVAL PULL BOXES SHALL BE NO. 5 WITH EXTENSIONS AND KNOCKOUTS. CONDUIT SHALL BE SWEEP TO PULLBOX iffliaigiT MW Pill ADDS PARALLEL TO THE Masmwo � SURFACE (HORIZONTAL). THE TOTAL ANGULAR BEND OF CONDUIT BETWEEN PULL BOXES SHALL NOT EXCEED 18D NOTE: TO BE USED ONLY WHEN DEGREES A PULL ROPE CONFORMING TO SECTION CONDUIT IS ALLOWED TO BE PLACED AT GUTTER UP LINE. IN ALL OTHER 86 -2.05C ' INSTALLATION' OF THE STANDARD SPECIFICATION SHALL BE INCLUDED IN ALL INTERCONNECT CONDUIT CASES, CONDUIT IS TO BE LOCATED FOR INSTALLATION OF FUTURE CONDUCTORS. UNDER SIDEWALK AREA. INTERCONNECT INSTALLED BALL s STANDARD PPAART O'FN AMIMA , STANDARD STREET BiPROVEMENT. OMISSION OF TRAFFIC SIGNAL INTERCONNECT CONDUIT ALONG ARTERIAL STREETS MAY BE ALLOWED WHERE ACCEPTABLE ALTERNATE MEANS OF INTERCONNECT— COMMUNICATION MASS FOR IN THE CITY TRAFFIC WIRING AND PULL BOXES MULn -DUCT CONDUIT IS REQUIRED ON ALL SONET ETC BACKBONE ROUTES SHOWN ON THE CITY TRAFFIC T-34 COMMUNICATION MASTER PLAN uRt 90m PUBLIC WORKS DEPARTMENT INTERCONNECT CONDUIT DETAIL 37 4gpF E S S 10Ar9� w No. 35473 x/30/1.5 1 1�41 C �X_l � OR C A1, S No. 354 73 EXP, 9 -30 -17 C1VIL OF CALIFO�� %!y // / —/ ROBERT E. SMITH RCE 3 473 DATE L EEEND CURB AND GUT TER CENTERL INE — LANE LINE- 4"X 7' WHI STRIPE w /17' SPACE BET WEEN S IPES PER CAL TRANS (DETAIL CHANNELIZINE LINE - 8' IDE PER CAL TRANS DETAIL 3 S A INSTALL TYPE IV ARLo W {LEFT DR RIGHT AS WN PA VEMENT MARKING (WHI PT RADIAL TO CENTERLINE STA. SmithtechAUSA I N C 01 P 0 R A T E D TRACT NO. 6373 PHASE 3 . STRIPING PLAN AND INTERCONNE67T CONDUIT DETAIL GOSPORD ROAD • SHEET 47 OF 52 SHEETS �-i NOTES: O 12' LIMIT LINE AND ALL OTHER PAINTED MARKINGS w /THERMOPLASTIC PAINT PER CALTRANS STD. SPEC. PTH- 02ALKYD O STIPPLED AREA TO BE PAVED WITH TRACT 6873 CURVE DATA CURVE DELTA RADIUS LENGTH TANGENT C1 0434'26' 1500.00' 119.74' 59.90' 0 04'34'26' 1500.00' 119.74' 59.90' SCALE: HORIZ. 1" = 50' VERT. 1 " = 2' O 0 O EX. S T I +I � T� wW IWI oo zz in C J J M 20 J >_ w °o N w F—¢wIz ° w of W ° Z W 0 w p Z ai m U � J 00 I a_ m 112112 w ¢ o c� a� 'U i\ SEE SHEET 47 �[I w Z BERKSHIRE m = ROAD Lu C-) Q °ct: 0 EX. A G SUMP 0 z ^ CD 4m J N CN J O_ O 00 00 W `i I- J °^ 39: o 00 U J Z \ ° ° J °° ° w J W z W w m \ m o° 000 w Qf ° CD a°, o c�'n °° m = O Z _ 06 + 00 0 F- + L o + �° \ , w w ¢ o6 ¢ o W1- 7 Cn w 10MI -3 Q Q O N MARKER Jae TYPE "L -1" CENTERLINE TRACT BOUNDARY TYPE o"CC�AY LIZER N �-- MARKERS (3) r 'I W3 -1 Ji R -26 (CA) — — E.P. — — — — — — — R -26 (CA) — — — — — — — — — — — — — — R -26 (CA) — — — CO — — — — — — - - T iR -26 (CA) +— — _lL — —+ S 88'59'18" E +� � o0 17 N ^ N � J � H ° o° z C5 W m CO 0 N + 0 COME DR 14 15 �TA�E�GO�E T16+99.26 r DETAIL d38 w DETAIL 22 DETA Z o FL 59 ec W 58 �z co h- 3 CL U� �a J 3 UU mW �v SEE SHEETS 39 AND 40 FOR STREET PLAN 11 12 13 14 15 co 00 N oo J M J C Q J Q 20 J o W W ° ~ ° w of W ° Z w p Z ai m w J 00 m o a_ ^ 00 -- ►- O w ¢ o c� cfl O O m� °O C° 00 0+0 °O v W) CENT RLINE c" cn R -26 (CA) 00 19 20 Q Q DE — J F W � W Z p J CD _ U O O 0 O + 00 I: AIL 22 ool n LO oo NCC-4 p CD CD C z 20 J W CO ° ~ ° v w of W ° °o w p Z ai m ai J 00 ccnn a_ m� Ln all ALL PERMANENT STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH- 02ALKYD UNLESS OTHERWISE NOTED. 21 32 21 N Z ¢Q 3 � Y J m 9 m W toLu -TRACT BOUNDARY — ! R-:26 ICAO — 22 23 S 88'59'18" E c6 FL as 22 45 23 EFA rim 16 — R-26106 — 24 c RjW 4// 24 BERKSHIRE co w ROAD 771 G-) n LO oo NCC-4 p CD CD C z 20 20 W CO ° w ° v I W � >- Z ai J z� ccnn a_ 16 — R-26106 — 24 c RjW 4// 24 BERKSHIRE co w ROAD 771 G-) 4g,OFESSION� F4 No. 35473 t­j 9/30/15 �c OCi v i �04�~� _ CAL �J ROBERT E. SMITH RCE 3 473 DATE c E. rn No 35473 EV. 9- 30-17 �r Civil- OF N LEGEND J ^ CURB AND GUTTER ° o — CENTERLINE uj = � — LANE LINE- 4" X 7' WHITE STRIPE w117' SPACE BETWEEN STRIPES PER CAL TRANS (DETAIL 9) CD + CHANNELIZING LINE - 8" WIDE °° PER CAL TRANS DETAIL 38 �1 INSTALL TYPE IV ARROW TYP. 17 18 N ~ M J O W � � ° co ° M (.0 z^ w U O' ¢ CD o N O + O Z Lu O ~ ¢ O � Uv INSTALL W1 -6(L) STD. CL III w10M4 -3 BARRICADE MARKER EP R -26 (CA) -------- - --� -- — — -T: ��1 STD. CL III 25 26 — — —�k5 BAR ICADE R -26 (CA) -E? T DETAIL 32 INLL W1 -6(R) w /OM4 -3 00 rr MARKER o0 *R-2 (CA) R26 CA I� 8 491' b0 �� �- C..) C> Q a 10 20 x-00 W j N `° 0 J U m Q c v ZQ �Q z � v I� Q� J W � ct ¢ 25 26 27 (LEFT OR RIGHT AS SHOWN) PA VEMENT MARKING (WI TF) PT. RADIAL TO CENTERLINE STA. ADDITIONAL NOTES: ALL CONFLICTING STRIPING TO BE IEMOVED WITH REPLACEMENT OF PERMANENT STRIPING. ALL TEMPORARY STRIPING TO BE WATER BORNE PAINT. PRIOR TO PAVING, THE DESIGN ENGINE FOR THE PROJECT SHALL VERIFY THAT CONDITIO S REMAIN THE SAME AS SHOWN IN THE APPROVE PLANS. SHOULD CONDITIONS BE CHANGED, A R VISED STRIPING PLAN SHALL BE SUBMITTED TO THE Cl Y FOR APPROVAL 10 DAYS PRIOR TO PAVING. m 2 YO ct� Q:� � m SmithTech—*USA I N C O R P O R A T E D TRACT No. 6873 PHASES 3 & 4 STRIPING PLAN BERKSHIRE ROAD SHEET 48 OF 51 SHEETS n LO C � 1 fC4 U_ Z Q CO J z ccnn w m� w CL O O N ONO LL cj W) 4-U w cn Q Q cl- 4g,OFESSION� F4 No. 35473 t­j 9/30/15 �c OCi v i �04�~� _ CAL �J ROBERT E. SMITH RCE 3 473 DATE c E. rn No 35473 EV. 9- 30-17 �r Civil- OF N LEGEND J ^ CURB AND GUTTER ° o — CENTERLINE uj = � — LANE LINE- 4" X 7' WHITE STRIPE w117' SPACE BETWEEN STRIPES PER CAL TRANS (DETAIL 9) CD + CHANNELIZING LINE - 8" WIDE °° PER CAL TRANS DETAIL 38 �1 INSTALL TYPE IV ARROW TYP. 17 18 N ~ M J O W � � ° co ° M (.0 z^ w U O' ¢ CD o N O + O Z Lu O ~ ¢ O � Uv INSTALL W1 -6(L) STD. CL III w10M4 -3 BARRICADE MARKER EP R -26 (CA) -------- - --� -- — — -T: ��1 STD. CL III 25 26 — — —�k5 BAR ICADE R -26 (CA) -E? T DETAIL 32 INLL W1 -6(R) w /OM4 -3 00 rr MARKER o0 *R-2 (CA) R26 CA I� 8 491' b0 �� �- C..) C> Q a 10 20 x-00 W j N `° 0 J U m Q c v ZQ �Q z � v I� Q� J W � ct ¢ 25 26 27 (LEFT OR RIGHT AS SHOWN) PA VEMENT MARKING (WI TF) PT. RADIAL TO CENTERLINE STA. ADDITIONAL NOTES: ALL CONFLICTING STRIPING TO BE IEMOVED WITH REPLACEMENT OF PERMANENT STRIPING. ALL TEMPORARY STRIPING TO BE WATER BORNE PAINT. PRIOR TO PAVING, THE DESIGN ENGINE FOR THE PROJECT SHALL VERIFY THAT CONDITIO S REMAIN THE SAME AS SHOWN IN THE APPROVE PLANS. SHOULD CONDITIONS BE CHANGED, A R VISED STRIPING PLAN SHALL BE SUBMITTED TO THE Cl Y FOR APPROVAL 10 DAYS PRIOR TO PAVING. m 2 YO ct� Q:� � m SmithTech—*USA I N C O R P O R A T E D TRACT No. 6873 PHASES 3 & 4 STRIPING PLAN BERKSHIRE ROAD SHEET 48 OF 51 SHEETS NOTES: O CONSTRUCT MOWER RAMP AT ALL MEDIAN BREAKS. AT LEFT TURN POCKETS ON TO HARDSCAPES. © 12' LIMIT LINE AND ALL OTHER PAINTED MARKINGS w /THERMOPLASTIC PAINT PER CALTRANS STD. SPEC. PTH- 02ALKYD O FOR FUTURE IRRIGATIONS LINES - INSTALL TWO 4" SCHEDULE 40 PVC SLEEVE, AND FOR FUTURE ELECTRICAL LINES , INSTALL ONE 1 1/2' SCHEDULE 40 PVC SLEEVE. SLEEVES TO BE PLACED PRIOR TO PLACEMENT OF AGG. BASE. 0 Q O � Z �- W cr)_ � z- U x U w SCALE: HORIZ. VERT. D Q O Cl CD SEE SHEET 51 i 18 54 n, w z CN CV 1 " = 50' 1 " = 2' SCALE- HORIZ* VERT. oJ�/ s� 12 N co -: W C + W 70 64 6 GOSFORD ROAD EXISTING STREET 1 " = 50' 1 " = 2' W z J m O O C> O + O 0 McCUTCHEN ROAD m w MEDIAN CONSTRUCTION GRADES b' LAWN MOWER RAMP STA. 20 +34.06 350.6 350.7 350.9 �. t TP/ RC OWN p 0 351.0 CROWN TP I DETAIL A❑ GRADES TO BE CONSTRUCTED WITH MEDIAN ONLY 1[J c� z z w CD ¢ J w O Z uj cn U Z W m U 00- w OR cn N� Z + CA C4 O O O + 2 1 J Cn Z 3 1 CL Y U J m 3 W Lu iv cr- 0 O uj w z Q 0 W Z C.7 W m O 0 0 t\ + BAY TAPER OA STATION FROM 12 +70.00 9.00' RT. 12 +80.00 8.68' RT. 12 +90.00 7.76' RT. 13 +00.00 6.18' RT. 13 +10.00 4.00' RT. 13 +30.00 1.00' LT. 13 +50.00 6.00' LT. 13+60.00 8.18' LT. 13 +70.00 9.76' LT. 13 +80.00 10.68' LT. 13 +90.00 11.00' LT. Q ¢ J Z 3 3 3 d Z Y m 3 U J mU 3 o mW 3 2 V) .-, CURVE DELTA RADIUS LENGTH TANGENT 10 180'00'00' 2.00' 6.28' 0.00' 02 180'00'00" 1.00' 3.14' cr- J 180'00'00' z 3.14' 0.00' 4 O O 0 '2 19.64' 5 17919'30" 2.00' 6.26' z i 41'55'48' 60.00' Z 22.99' 7 40'55'00" li c 0.75' 8 o r. 6.26' 339.57' o W Cl- Q 7.00' ¢ 1 -- CC - 1 Q LLJ s C6 J I ~ 1n a ui o + °O °W N w N i° CV t` 0 20 20 10 �' Q a :m ^ ^ 5603 o Lu w z w o J 00 m z O - m Z Z W Z U U U C-) -- m m.-, J Lu 0 CD O z vio z z c^co rn W �n o + Lo C7Nj In u7 � Ce m L0 \ ui O QO ca + co + O c7i C% m 3 d 8 7 6 -i mW SEE BAY TAPER TABLE - -�' LAWN MOWER RAMP 351.6 350.7 STA. 13 +26.13 TP /TP CROWN 351.3 //T 11 1 z TP CROWN , � 13 14 N 89'00'58" w u MEDIAN CURVE DATA CURVE DELTA RADIUS LENGTH TANGENT 10 180'00'00' 2.00' 6.28' 0.00' 02 180'00'00" 1.00' 3.14' 0.00' 03 180'00'00' 1.00' 3.14' 0.00' 4 3614'58" 60.00' 1 37.96' 19.64' 5 17919'30" 2.00' 6.26' 339.57' © 41'55'48' 60.00' 43.91' 22.99' 7 40'55'00" 2.00' 1.43' 0.75' 8 17919'30' 2.00' 6.26' 339.57' 11 12 13 BAY TAPER cn 1 L C') STATION 00 \ \ RKER (CA) � I z FROM AM 0 %R6 -1(RT. 2 ° 16 +91.62 -Q -- 5.00' RT. 16 +99.12 R5 -1 20+46.77 4.81' RT. 17 +06.62 2.00' LT. 4.25' RT. 17 +14.12 Z W 3.31' RT. 17 +21.62 w ¢ Z¢ U o Cl 2.00' RT. 17 +36.62 o `r' ui 1.00' LT. 17 +51.62 20 21 4.00 LT. 17 +59.12 5.31' LT. 17 +66.62 m 6.25' LT. 17 +74.12 6.81' LT. 17 +81.62 TP 7.00' LT. 5 J 0 O W m Q z ¢ 0 W Z W CV C[) 0o + SEE BAY TAPER TABLE TYPE "M" MEDIAN CURB 15 +14.85 ' 3�.6 3W.7 1 TP _ N 89 °00'58" W 15 R5 -1 O 16 EX. EP 17 RLINE R6- I(RTj) , © � 0 / TRACT BOUNDARY 350.5 f 1..7_ TP CROWN SEE DETAIL ©FOR MEDIAN GRADES TIP C) MEDIAN CONSTRUCTION GRADES C!1 Q co J I� 00 o o TYPE Q (CA) 351.3 ¢ ° -- - MARKER 1p o m � C-i W 354351.3 351.4 CRO TP /CROWN z Q ¢ ¢ c, -- _351.4 w s s o m W W W TP 0 ° = 351.4 o 351.3 M TP TP /CROWN TP DETAIL © GRADES TO BE CONSTRUCTED WITH MEDIAN ONLY 1 4 15 16 17 0 rL cn 1 L C') 17 +29.37 00 \ \ RKER (CA) � I z r-: AM 0 %R6 -1(RT. 2 ° TYPE "M» MEDIAN CURB -Q -- 17 +59.37 CD N 89'00'58" W R5 -1 20+46.77 17 +89.37 SEEP DETAIL FOR MEDIAN GRADES Z 2.00' LT. 18 +19.37 J 18 +29.37 Z W 18 +39.37 Of W m w z 18 +49.37 w ¢ Z¢ U o Cl CL O N ui O m w� o `r' ui McCUTCHEN ROAD QW w 20 21 22 cn z co 352.2 m w CROWN cr� W ui 351.9 TP m J -- CC - F Of LLJ s C6 J I z Q 1n a ui z + U in N w N m CV t` 0 20 20 10 �' CD +co 3 5 72 5603 2 J 00 M W z \ -R /W 1 v PHASES 2 SEE SHEET 3 THRU 5 FOR STREET PLAN SEE SHEET 44 FOR STRIPING PLAN ' w ,_,., z � rL cn 1 L C') 17 +29.37 00 \ \ RKER (CA) � I z 17 +39.37 AM 0 %R6 -1(RT. 2 ° TYPE "M» MEDIAN CURB -Q -- 17 +59.37 7%, O N 89'00'58" W R5 -1 20+46.77 17 +89.37 SEEP DETAIL FOR MEDIAN GRADES 18 +09.37 2.00' LT. 18 +19.37 J 18 +29.37 O � O O CO 10 v cc 18 +39.37 Of W m w z 18 +49.37 w ¢ Z¢ U o Cl Et N ui O m w� o `r' ui McCUTCHEN ROAD rn + + o 0 O N w 20 21 22 5 4 CENTERLINE 23 51 5 3 SUMP 2 (SEE 6873 SEWER PLANS) Ilti� 351.8 CROWN III 1 � 51.6 TRACT BOUNDARY 0 c 194- m 18350.5 LAWN MOWR P TP RO STA. 17 6.0RA SEE BAY TAPER TABLE O O r- ii1 c CL z 0 w Lm CD w m M of CV + BAY TAPER STATION FROM 17 +29.37 7.00' RT. 17 +39.37 6.81' RT. 17 +49.37 6.25' RT. 17 +59.37 5.31' RT. 17 +69.37 4.00' RT. 17 +89.37 1.00' RT. 18 +09.37 2.00' LT. 18 +19.37 3.31' LT. 18 +29.37 4.25' LT. 18 +39.37 4.81' LT. 18 +49.37 5.00' LT. J O O u; W z s W 0 z w M + 00 D 4gOFESSION E s* j9l c� w No. 35473 �y 9/30/07' p cIV o1LY�o���Q z CAL J C) Q 0 0 O O + C" 0 J m W. "CUTCHEN ROAD w cn 18 19 20 24 25 26 27 t� G" r ,004rll ROBERT E. SMITH RCE 3547 LEGEND Id- - - CD LANE LINE, 4' X 7' WHITE STRIPE w 117' SPACE BETWEEN STRIPES PER CAL TRANS (DETAIL 9) m d V Q Q �o INSTALL TYPE IV ARROW (LEFT OR RIGHT AS SHOWN) Sid U - "BIKE LANE" PA VEMENT MA /NG (TYP.) � � - -- - - Et w� T.P. McCUTCHEN ROAD w U Q co 352.2 352.0 CROWN 26 +53.88 351.9 TP J J -- CC - F Of z Q a ui z U in N w CD z m t` LO CD +co N co 24 25 26 27 t� G" r ,004rll ROBERT E. SMITH RCE 3547 LEGEND SECTION A -A N. T. S. SmithTech USA I N C O R P O RA T E D TRACT No. 6873 - PHASES 1 AND 2 MEDIAN PLAN McCUTCHEN ROAD SHEET 49 �E 52 SHEETS CURB AND GUT TER - - CENTERLINE LANE LINE, 4' X 7' WHITE STRIPE w 117' SPACE BETWEEN STRIPES PER CAL TRANS (DETAIL 9) CHANNELIZING LINE - 8' WIDE PER CAL TRANS DETAIL 38 �1 INSTALL TYPE IV ARROW (LEFT OR RIGHT AS SHOWN) Sid PA VEMENT MARKING (WHI TE) - "BIKE LANE" PA VEMENT MA /NG (TYP.) PT. RADIAL TO CENTERLINE TA. TYPE 14 MERGE ARROW (WA TER BORNE PAINT) T.P. TOP OF PA VEMENT SECTION A -A N. T. S. SmithTech USA I N C O R P O RA T E D TRACT No. 6873 - PHASES 1 AND 2 MEDIAN PLAN McCUTCHEN ROAD SHEET 49 �E 52 SHEETS NOTES: O CONSTRUCT MOWER RAMP AT ALL MEDIAN BREAKS. AT LEFT TURN POCKETS ON TO HARDSCAPES. Z o 4gOFESS10N' ALL Lu r- O W /THERM,OPLASIIC PAINTD PER COALTRANSI STD. SPEC. MARKINGS PTH- 02ALKYD Z z `�R� E T O W- 31(CA) SIGN WITH OM4 -3 MARKER AT PHASE a o J ; ROBERT E. SMITH RCE 35473 TE BOUNDARY OF TRACT. IF ADJUSTED PHASE IS NOT CONSTRUCTED M ° =- w No. 35473 AT SAME TIME, REMOVE AND SALVAGE SIGN NTH CONSTRUCTION z ° ¢ °o ° C-> Q 9/30/15 OF ADJACENT PHASE. ,;; W > o ^ � ° J U-i z ® FOR FUTURE IRRICA11ONS LINES - INSTALL TWO 4' SCHEDULE 40 m W ct: M W o 0 o s PVC SLEEVE, AND FOR FUTURE ELECTRICAL LINES , INSTALL ONE °' W ? ¢ Q W :� �qT� CIVIL �o��yti 1 1/2- SCHEDULE 40 PVC SLEEVE. SLEEVES TO BE PLACED �" U' >-- o o N OF C ALZ PRIOR TO PLACEMENT OF AGG. BASE. + � � � co J z A e RTEESfp, � uj N o N o- � Q Z M o N RELIANCE DRIVE S UMP ¢z �° + + A- 3J o INDUSTRIAL LOT No.35473 L 0 T A 3-i cn� ¢ rn o �- Z Ex 9 -30 -17 C) - - - - -- -- - W E o N 1 20 20� 1 _ N N ,t p 11 38 - - - - L 0 T m 3 I L cn cn 5 . � w r O 6 + C) W 4 M U Q UQ En o R7- R7 -9 R26(CA) /R81 CA) R26 C cn c� r� R7 -9 W v ` o III o N¢ NEW E.P. III �� Q 3522 � » TYPE I Q (CA) sa �' 3526 FUTURE TYPE »M» MEDIAN III 353.1 353.1 � 353.2 4 353.4 `�' 7 °�,° NEW E.P. 352.0 CROWN jp� \MARKER r / III Tp TP I TP CROWN TP Q FUTURE TYPE M MEDIAN � z $388 R6 -1 RT. TP 11 NEW E.P. z W U-; C 12� -- - -- { - 2 - ® - 31i N 89'00'58' W - III © I3 34 35 U7 36 r� - _� - -- I V= 3522 28 29 3 30 32 z f- 351.9 351.9 TP /CROWN R5 -1 0 6 353.1 ® TP CROWN TP CROWN bA- 85 r DETAIL 29 -- �o Ln z Ln �� cn � L ! 29 +77.54 TP TRACT BOUNDARY--"I OUNDARY TIP � - TP -I cENRDAE - - - - 37 38 <-0 39 40 41 N__ w _. _ - - - -- -- -- - - _ `- v - -- - - - -- - - - - -- �X FLT - - -- r - o ci- f- EX 4 BIKE LAN r� C-O - -- - - - - -- ��X �� - EX R/W - - -- - - -- - - vJ w SEE BAY TAPER TABLE �A PAVEMENT; CONSTRUCTION GRADES �EX. CHAIN LINK FENCE Z ° SEE /DETAIL FOR MEDIAN GRADES MEDIAN CONSTRUCTION GRADES BAY TAPER TABLE © � o BAY TAPER CA STATION FROM 26 +60.14 7.00' RT. 26 +70.14 6.81' RT. c= o o � 5.31' RT. 27 +00.14 4.00' RT. O 1.00' RT. 27 +40.14 o � 3.31' LT. v Lu 27 +70.14 4.81' LT. 27 +80.14 � z � � a a 9.09' z m U W Q 7 m s °z a 33 +41.85 10.68' RT. ', ° z z m z m o -< N 00 00 W m c0 m M v + + m ``' to + o N 3526 771 + 8.18' RT. z Q N BAY TAPER CA STATION FROM 26 +60.14 7.00' RT. 26 +70.14 6.81' RT. 26 +80.14 6.25' RT. 26 +90.14 5.31' RT. 27 +00.14 4.00' RT. 27 +20.14 1.00' RT. 27 +40.14 2.00' LT. 27 +50.14 3.31' LT. 27 +60.14 4.25' LT. 27 +70.14 4.81' LT. 27 +80.14 5.00' LT. cn o ~ ^ ^ ^ -7- z 171 ai b z F- LAWN MOWER RAMP K sTA 29 64 83 BAY TAPER ° ck: O �i o W o �v ^ �- 352.5 352 6 3525 ROWN CROWN /CLLJ 3525 0 - 784.75' �2 FROM 1.00' STATION 0.00' 03 Of 1.00' 3.14' 0.00' 4 3614'58' TP TP 19.64' 33 +31.85 00'41040° 11.00' RT. I a 9.09' z m W W M W 7 3525 2.00' °z a 33 +41.85 10.68' RT. ', ° z < ¢ m o -< �- - 33 +51.85 9.76' RT. ``' � ° LO W 3526 °O a 33 +61.85 8.18' RT. z °z o0 + ¢ TP /CROWN X2'6 + ° 33 +71.85 6.00' RT. Ln o w °0° m ° � � rn Of `� �, o 3525 CROWN �? N � z 33 +91.85 1.00' RT. Oq �n �; + + Tp M W 34 +11.85 4.00 LT. + N Im o c" m 34 +21.85 6.18' LT. °+ cam' N 34 +31.85 7.76' LT. N "' N DETAIL A GRADES TO BE CONSTRUCTED WITH MEDIAN ONLY 34 +41.85 8.68 LT. I c„ C 34 +51.85 9.00 LT. 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 He C UTCffEY P OA D RESTRICTED ACCESS DETAIL PffA KJQ.1R-J L EGEND SEE SHEET 45 FOR STRIPING PLAN � SEE SHEET 3 THRU 5 FOR STREET PLAN CURB AND GUT TER - CENTERLINE PER C.O.B. STD T -18 - - LANE LINE., 4' X 7 WHITE STRIPE w 117' SPACE BETWEEN STRIPES PER CAL TRANS (DETAIL 9) CHANNELIZING LINE - 8' WIDE C) P PER CAL TRANS DETAIL 38 u S e INSTALL TYPE IV ARROW TYP. Q- O (LEFT OR RIGHT AS SHOWN) < U Sly PAVEMENT MARKING (WHITE) r "BIKE LANE- PA VEMENT MARKING (TYP.) PT RADIAL TO CENTERLINE STA. 6.64' (WA TER BORNE PAIN l) W MOWER RAMP MEDIAN CURVE DATA CURVE DELTA RADIUS LENGTH TANGENT 1 181'01'20' 7.00' 22.12' - 784.75' �2 180b0'00' 1.00' 3.14' 0.00' 03 180'00'00' 1.00' 3.14' 0.00' 4 3614'58' 60.00' 37.96' 19.64' 4 5 00'41040° 1500.00' 18.18' 9.09' 6 0116'30' 1500.00' 33.38' 16.69' 7 180'00'000 2.00' 1 6.28' 1 0.00' T.P. TOP OF PAVEMENT RESTRICTED ACCESS CURVE DELTA RADIUS LENGTH TANGENT C1 16317'29' 1.50' 4.27' 10.21' C2 18'5254' 44.00' 14.50' 7.32' C3 126'07'07° 1.50' 3.30' 2.95' C4 89'36'46' 1.50' 2.35' 1.49' 1.5 2" Max. VERT. 1" = 2" SCALE: HORIZ. 1" = 50' McCUTCHEN ROAD REMOVE RESTRICTED ACCESS WHEN SECTION A -A N.r.s. S MEDIAN IS CONSTRUCTED. ' N C° R P° R T E TRACT No. 6873 OFFSITE MEDIAN PLAN McCUTCH�'N ROAD SHEET 50 OFD 52 SHEETS ¢ w o v V ° U am � z EX. STREET a uj I �Ll I m uj I U 112 12 121 co `- m N N� �� x I 00 x� xQ + U3 Z I CIS Ex. SEW -M.H. 350.6 EX. EP ?� / TP CROWN - - - - - - . N. - - -� - - - - -- - - -� -- 50.6 N ' TP CROWN 11 12 cvi � S 00'36'13" W � _ _ S 0036'13° W_ �-t O- N dp CA _ - -+ w �,drN�EN 1O o cl- 350.5 co O>< o LO 0 �► v _y_I w Z o x w 64 6 cr p 2 0 ai w CL z Q 0 w z cLJ W m 0 0 0 N BAY TAPER N STATION �8 FROM Z 12 +70.00 N 9.00' RT. 12 +80.00 01'02'29" 8.68' RT. 12 +90.00 � 7.76' RT. 13 +00.00 LLJ 6.18' RT. 13 +10.00 __j3 m 4.00' RT. 13 +30.00 2.00' 1.00' LT. 13 +50.00 O 6.00' LT. 13 +60.00 �7 8.18' LT. 13 +70.00 0.00' 9.76' LT. 13 +80.00 Q 10.68' LT. 13 +90.00 00'41'50" 11.00' LT. J 0 0 W z a 0 Mo o ~ WQ °off C) z m w m SEE BAY TAPER TABLE (A) -.-TRACT BOUNDARY Z3P .8 - - - - - - - - - L CENTERLINE }M-RAMP - - - - -- - - 13 1 14 T5 v 1 350.7 �- f - -- 11 s TP 351.1 CROWN I1 `� 10 11 w Vo¢ CURVE N �7 �8 �9 Z Z M N 'SaJ CD Lu 01'02'29" o -- LLJ z JQ 13.63' � SEE SHEET 49 1500.00' o¢ LLJ 4 rn Cn v __j3 m 9.10' M 3614'58" 2.00' ui 10 11 w Vo¢ CURVE N Qf U m b .=. Z Z M o 'SaJ CD Lu 01'02'29" o -- LLJ z 27.26' 13.63' Cu SEE SHEET 49 1500.00' o¢ LLJ 4 rn Cn v __j3 m 9.10' M 3614'58" 2.00' ui 0.65' M O Z �z 19.64' �7 w 1.00' 3.14' 0.00' ® � U Q 0.00' 09 00'41'50" ui 18.25' 9.13' 10 w o 25.69' 12.84' = z N U °O U o 10 11 w Vo¢ CURVE N m -i mw U m b .=. icy Z M W 6.28' 0.00' 01'02'29" o -- LLJ z 27.26' 13.63' 3 01'02'28" 1500.00' �C> LLJ 4 rn Cn 1500.00' 18.20' 9.10' M 3614'58" 2.00' O 0.65' M 3614'58" 60.00' �z 19.64' �7 w 1.00' 3.14' 0.00' ® 180 ,00'00" N m Q N SCALE: HORIZ. 1" = 50' VERT. 1" = 2' 12 13 14 4 3 MEDIAN CURVE DATA CURVE DELTA RADIUS LENGTH TANGENT 180,00'00" 2.00' 6.28' 0.00' 01'02'29" 1500.00' 27.26' 13.63' 3 01'02'28" 1500.00' 27.26' 13.63' 4 00'41'42" 1500.00' 18.20' 9.10' 5 3614'58" 2.00' 1.27' 0.65' © 3614'58" 60.00' 37.96' 19.64' �7 180,00'00" 1.00' 3.14' 0.00' ® 180 ,00'00" 1.00' 3.14' 0.00' 09 00'41'50" 1500.00' 18.25' 9.13' 10 00'58'52" 1500.00' 25.69' 12.84' 15 16 NOTES: 4gOFESSION O CONSTRUCT MOWER RAMP AT ALL MEDIAN BREAKS. AT LEFT TURN 4�' 0��� E' Sdfj POCKETS ON TO HARDSCAPES. 171 O 12' LIMIT LINE AND ALL OTHER PAINTED MARKINGS w /THERMOPLASTIC w No. 35473 PAINT PER CAL -TRANS STD. SPEC. PTH- 02ALKYD 9/30/15 J O FOR FUTURE IRRIGATIONS LINES - INSTALL TWO 4' SCHEDULE 40 PVC SLEEVE, AND FOR FUTURE ELECTRICAL LINES , INSTALL ONE s Q C) o 1 1/2" SCHEDULE 40 PVC SLEEVE. SLEEVES TO BE PLACED �9j, OIV1 < ` PRIOR TO PLACEMENT OF AGG. BASE. OF CA W LI�Q s w � rn ° z o �¢ + N I� �Q N N FUTURE TYPE "M" MEDIAN CURB TO BE CONSTRUCTED AT A LATER 1.5 351.6 DATE BY OTHERS EX EP - - - - -- 117 18 S 00'36'13" W_ _ 19 _ 120 351.6 `' -TIP N 00 o �L m GOSFORD ROAD RAW ' LLJ v w z -1 3 N w C� Q ~ 2 J :z Lu Ljj n mW Co N in w v U p cO v = = N J J Q CL cl z ,? - N n- °o O o wO R o w � m ¢ + � to z :* CN M rM Q r7 co + �a H C)� COSTO-RD ROAD V) 17 BAY TAPER J C) MEDIAN CONSTRUCTION GRADES al ° N 5.00' CD 171 4.81' RT. cr_ DETAIL ° o w W 354.1 „A„ P z W v z 354.4 2.00' o Z z o TP TP m c� W ui + 4.00' o No Z -- -354.2 W z z w TP a u-, s m co 355.3 354.1 353.8 U0 CO M 28 +57.66 TP TP TP °z LAWN MOWER RAMP c+o `N 6" uj + NOTES: 4gOFESSION O CONSTRUCT MOWER RAMP AT ALL MEDIAN BREAKS. AT LEFT TURN 4�' 0��� E' Sdfj POCKETS ON TO HARDSCAPES. 171 O 12' LIMIT LINE AND ALL OTHER PAINTED MARKINGS w /THERMOPLASTIC w No. 35473 PAINT PER CAL -TRANS STD. SPEC. PTH- 02ALKYD 9/30/15 J O FOR FUTURE IRRIGATIONS LINES - INSTALL TWO 4' SCHEDULE 40 PVC SLEEVE, AND FOR FUTURE ELECTRICAL LINES , INSTALL ONE s Q C) o 1 1/2" SCHEDULE 40 PVC SLEEVE. SLEEVES TO BE PLACED �9j, OIV1 < ` PRIOR TO PLACEMENT OF AGG. BASE. OF CA W LI�Q s w � rn ° z o �¢ + N I� �Q N N FUTURE TYPE "M" MEDIAN CURB TO BE CONSTRUCTED AT A LATER 1.5 351.6 DATE BY OTHERS EX EP - - - - -- 117 18 S 00'36'13" W_ _ 19 _ 120 351.6 `' -TIP N 00 o �L m GOSFORD ROAD RAW ' LLJ v w z -1 3 N w C� Q ~ 2 J :z Lu Ljj n mW Co N in w v U p cO v = = N J J Q CL cl z ,? - N n- °o O o wO R o w � m ¢ + � to z :* CN M rM Q r7 co + �a H C)� COSTO-RD ROAD V) 17 BAY TAPER STATION U J FROM ui 27 +67.66 N 5.00' RT. 27+75.16 4.81' RT. 27 +82.66 4.25' RT. 27 +90.16 W 3.31' RT. , 27 +97.66 tc) 2.00' RT. 28.12.66 O Q 1.00' LT. 28 +27.66 + 4.00' LT. 28 +35.16 5.31' LT. 28 +42.66 6.25' LT. 28 +50.16 6.81' LT. 28 +57.66 7.00' LT. J °o w -Z7- i5. ROBERT E. SMITH RCE 35473 DATE L �O A r PIo.35473 y * Exp.9 -30 -17 / PffA SES 1 & 3 SEE SHEETS 46 AND 47 FOR STRIPING PLAN SEE SHEETS 41 7HRU 43 FOR STREET PLAN 18 19 20 21 22 STA. 26 +27.68 `V cn m TRACT BOUNDARY PAVEMENT CONSTRUCTION GRADES SEE BAY TAPER Nz TABLE ® ~ w DETAIL ® GRADES TO BE CONSTRUCTED WITH MEDIAN ONLY " » CENTERLINE SEE DETAIL �A FOR MEDIAN GRADES 353.4 V) m FUTURE TYPE M MEDIAN CURB TO BE CONSTRUCTED AT A LATER A TYPE Q (CA) 354.1 353.53 �� TRACT BOUNDARY - - - - - - - - - - 353.1 DATE BY OTHERS 26 +15.04 1 MARKER 1P /cROwN CRo� /-7-- - _______ - - - - -- - -- 28 - - - -- TIz - - - - -- - - - - -- - - - -- - - - - -- - - - - -- -- -- - 22 S 00'36'13'_ W 23 24 25 26 7 27 29 S_ 00'36'13° W 1 }- { -- - - - - { F - 0- ®- - - - 1 - - -- 3 353.2 353.0 R6 -1R 5 w LAWN MOWER RAMP 353.4 III 353.3 35 3 CROWN TP � I i STA. 28 +12.66 / I N °° m p GOSFORD ROAD w L,� MEDIAN ; w GOSFORD ROAD � EL i RESTRICTER DETAIL ON SHEET 49 cn L, R/W c0 2 W w cn P /W cc),! w Es co - - 8 8 6 J Z U Lu m _ z 3 3 -012 0 20 1 w z ° J w Y _ U z X67 z = Z o z W o o J °z mo w FU- U mw m m Z vv Z~ CVO r� Z U ¢ ¢ t° U v w¢ J M z ,ti 4 J m Z Z LLJ C) o o = o + V p N N :z U o ° i o �w O w !Q 000 I¢ W 1¢- !¢ + + N z N g Z m CV cn m N o C � Lo Ln Q D cD to c0 w to co + + + c14 cn ca N N N 20 21 22 23 24 25 26 27 28 29 30 31 >> Gv L ECEND CURB AND GUT TE - - CENTERLINE LANE LINE, 4' X 7' WHITE STRIPE w 117 SPACE BET EEN STRIPES PER CAL TRANS DETAIL 9) CHANNELIZING LINE - 8' WIDE PER CAL TRANS DETAIL 38 Se INSTALL TYPE IV ARROW TYP. (LEFT OR RIGHT AS SHOWN) Sl PA VEMENT MARKING (WHITE) - '"BIKE LANE- PAVEMENT MARKING (TYP.) PT RADIAL TO CENTERLINE STA. ,I TYPE 0 MERGE A OW (WA TER BORNE PANT) T,P, TOP OF PA VEMEN� 2» I SECTION A -A N. T. S. 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(LEFT OR RIGHT AS SHOWN) Sl PA VEMENT MARKING (WHITE) - '"BIKE LANE- PAVEMENT MARKING (TYP.) PT RADIAL TO CENTERLINE STA. ,I TYPE 0 MERGE A OW (WA TER BORNE PANT) T,P, TOP OF PA VEMEN� 2» I SECTION A -A N. T. S. SmithTech USA I N C O R P O R A T E D TRACT No. 6873- PHASES 1 AND 3 MEDIAN PLAN GOSFORD ROAD SHEET 51 OF 52 SHEETS 1 t-