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HomeMy WebLinkAbout1.1-7264 PH 1 & 2 Record DrawingASPHALT CONCRETE PAVING NOTES: 1. ASPHALT CONCRETE SHALL BE TYPE 'A' (MODIFIED) FOR ALL ARTERIAL AND COLLECTOR STREETS AND TYPE B (MODIFIED) FOR LOCAL STREETS AND SHALL CONFORM TO THE PROVISIONS IN SECTION 39, "ASPHALT CONCRETE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. 2. PRIOR TO THE ADDMON 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 3/4" MAXIMUM, MEDIUM GRADING. J. 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 THE CIN ENGINEER. 5. AT LEAST 14 DAYS PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL SUBMIT THE FOLLOWING FOR THE CITY ENGINEER'S 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 SHOULD NOT BE OLDER THAN SIX (6) MONTHS. ALL OTHER TEST RESULTS SHALL BE NO OLDER THAN ONE (1) YEAR. C. AN ASPHALT CONCRETE MIX DESIGN DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 367. LABORATORY TEST RESULTS ON WHICH THE DESIGN IS BASED SHALL BE SUBMITTED WITH THE MIX DESIGN ALONG WITH THE THEORETICAL MAXIMUM DENSITY OF THE DESIGN MIXTURE AS DETERMINED BY ASTM D2041. THE ASPHALT CONCRETE MIX SHALL MEET THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. IF THE DATA SUBMITTED SHOWS THAT THE MATERIALS ARE SUBSTANTIALLY THE SAME AS WHEN THE DESIGN WAS PREPARED, THE DESIGN MAY BE UP TO THREE (3) YEARS OLD. THE 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 SHALL BE SAWCUT IN A NEAT STRAIGHT UNE, 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. 7. A PRIME COAT WILL NOT BE REQUIRED ON NON -PAVED AREAS TO BE SURFACED PRIOR TO THE PLACEMENT OF ASPHALT CONCRETE. HOWEVER, ALL OTHER REQUIREMENTS OF SECTION 39-4.01, "SUBGRADE," OF THE STANDARD SPECIFICATIONS SHALL BE MET. 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 ONTO THE EXISTING PAVEMENT SURFACE BEYOND THE LIMITS OF CONSTRUCTION. 9. PAVING SEAMS SHALL BE LOCATED TO MATCH DESIGNED TRAFFIC LANE STRIPE LOCATIONS UNLESS OTHERWISE PERMITTED BY THE CITY ENGINEER. 10. INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE CITY ENGINEER. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED AT ROAD CONNECTIONS AND PRIVATE DRIVES WHERE SHOWN ON THE PLANS AND AS DIRECTED BY THE CITY ENGINEER AND SHALL BE HAND RAKED, IF NECESSARY, AND COMPACTED TO FORM SMOOTH, TAPERED CONNECTIONS. 11. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS 0.15 FOOT OR LESS, PAVING OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT, AT THE END OF EACH WORK SHIFT, THE LENGTH OF PAVEMENT ALONG THE LONGITUDINAL DROP-OFF BETWEEN ADJACENT LANES IS NOT GREATER THAN THAT WHICH CAN BE SURFACED DURING THE FOLLOWING SHIFT OF NORMAL PAVING OPERATIONS. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. K C RAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. 12. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS MORE THAN 0.15 FOOT, PAVING OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT THE LAYER OF ASPHALT CONCRETE IS PLACED THE ALL CONTIGUOUS LANES OF THE TRAVELED WAY BEFORE THE LANES ARE OPENED S PUBLIC TRAFFIC. AT THE END OF EACH WORK SHIFT, THE DISTANCE BETWEEN THE ENDS OF A LAYER OF ASPHALT CONCRETE ON ADJACENT LANES SHALL NOT BE GREATER THAN A FEET, ADDITIONAL ASPHALT CONCRETE SHALL LL PLACED ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, E OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. 13. ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM 92 PERCENT OF THE MAXIMUM THEORETICAL DENSITY AS DETERMINED BY ASTM D-2041. IN-PLACE DENSITY SHALL BE DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 375. 14. IF THE IN-PLACE DENSITY OF ANY LOT OF ASPHALT CONCRETE IS LESS THAN 92 PERCENT OR GREATER THAN 94 PERCENT OF THE MAXIMUM THEORETICAL DENSITY, THE CONTRACTOR WILL BE ADVISED THAT THE REQUIRED RELATIVE COMPACTION IS NOT BEING ATTAINED AND THAT THE MATERIALS OR PROCEDURES OR BOTH, IF NEEDED, NEED ADJUSTMENT. ASPHALT CONCRETE SPREADING OPERATIONS SHALL NOT CONTINUE UNTIL THE CONTRACTOR HAS NOTIFIED THE CITY ENGINEER OF THE ADJUSTMENT THAT WILL BE MADE IN ORDER TO MEET THE REQUIRED COMPACTION. IF ANY SUCCESSIVE TEST AFTER NOTICE IS GIVEN DOES NOT MEET THE SPECIFIED RANGE, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT MEETS THE IN-PLACE DENSITY REQUIREMENTS. 15. IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE RELATIVE COMPACTION IS EITHER LESS THAN 90% OR MORE THAN 96%, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT DOES MEET THE IN-PLACE DENSITY REQUIREMENT. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE 16. THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL BE DETERMINED BY: A A PROPERLY CALIBRATED NUCLEAR ASPHALT TESTING DEVICE IN THE FIELD, OR B. ASTM D1188 WHEN SLABS OR CORES ARE TAKEN FOR LABORATORY TESTING. ZINC STEARATE MAY BE SUBSTITUTED WITH PARAFFIN. C. IN CASE OF DISPUTE, METHOD B ABOVE SHALL BE USED. 17. IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED SURFACE TOLERANCES, IT SHALL BE BROUGHT WITHIN TOLERANCE BY EITHER: A. ABRASIVE GRINDING WITH EQUIPMENT UTILIZING DIAMOND BLADES, B. REMOVAL AND REPLACEMENT, OR C. PLACEMENT OF AN ASPHALT CONCRETE OVERLAY. THE METHOD WILL BE SELECTED BY THE CITY ENGINEER. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. 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 OF GRINDING ARE AT A CONSTANT OFFSET FROM AND ARE PARALLEL TO THENEAREST EAREST LANE LINE OR PAVEMENT EDGE, AND THE TRANSVERSE LIMITS OF GRINDING ARE NORMAL TO THE PAVEMENT CENTERUNE. ALL GROUND AREAS SHALL BE NEAT RECTANGULAR AREAS OF UNIFORM SURFACE APPEARANCE. ABRASIVE GRINDING SHALL CONFORM TO THE REQUIREMENTS IN THE FIRST PARAGRAPH AND THE LAST FOUR PARAGRAPHS OF SECTION 42-2.02, "CONSTRUCTION" OF THE STANDARD SPECIFICATIONS. A FOG SEAL COAT SHALL BE APPLIED TO ALL FINISHED ASPHALT SURFACES AT THE DEVELOPER'S EXPENSE. THE FOG SEAL COAT SHALL BE OTHER REJUVENATING AGENT OR ASPHALTIC EMULSION AS DIRECTED BY THE CITY ENGINEER. 19. CEMENT TREATED BASE OR A COMBINATION OF THESE MATERIALS. OTHER RECYCLED BASES SHALL TO BE ALLOWED AGGREGATE BASE SHALL BE COMPACTED TO A MINIMUM OF 95% OF MAXIMUM DRY DENSITY. 20 IMMEDIATELY PRIOR TO PLACING SUBSEQUENT LAYERS OF MATERIAL THERON, THE GRADING PLANE SHALL CONFORM TO THE FOLLOWING: A WHEN ASPHALT CONCRETE OR ASPHALT CONCRETE BASE 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 ESTABUSHED BY THE ENGINEER. B. WHEN THE SUBBASE OR BASE MATERIAL (OTHER THAN ASPHALT CONCRETE BASE) 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 ENGINEER. TEMPORARY EASEMENTS NOTES: 1. TEMPORARY BLANKET FLOWAGE AND DRAINAGE EASEMENT DOCUMENT NO. 218009716 COVERS PHASES 3 THROUGH 6 FOR TRACT 7264, WHICH ALSO INCLUDES THE OFF-SITE AREAS SUCH AS ETCHART ROAD AND PORTIONS OF QUAIL CREEK ROAD. 2. TEMPORARY BLANKET FLOWAGE AND DRAINAGE EASEMENT DOCUMENT NO. 218009717 COVERS PHASES 1 AND 2 FOR TRACT 7264, WHICH ALSO INCLUDES THE OFF-SITE AREAS SUCH AS SNOW ROAD AND PORTIONS OF QUAIL CREEK ROAD. STANDARD NOTES STANDARD NOTES (CON'T) 1. ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS AND 25. NO PUBLIC WORKS INSPECTIONS WILL BE GIVEN FOR THE WORK IN THE SPECIFICATIONS OF THE CITY OF BAKERSFIELD AND CALTRANS STANDARD UNDEDICATED ROADWAYS IN THIS PROPERTY UNTIL A SUBDIVISION PERMIT SPECIFICATIONS. HAS BEEN OBTAINED. 2. THE FOLLOWING CITY OF BAKERSFIELD STANDARDS SHALL BE CONSIDERED PART 26. MEDIAN HARDSCAPE IMPROVEMENTS SHOWN ARE FOR INFORMATIONAL OF THESE PLANS: PURPOSES ONLY. ACTUAL LAYOUT, COLOR, AND TEXTURED PATTERN SHALL ST -1 STANDARD CURB AND GUTTER BE APPROVED ON THE LANDSCAPE PLANS BY THE RECREATION & PARKS ST -2 STANDARD MEDIAN CURBS TYPE 'M' DEPARTMENT. M ST -3 STANDARD COMMERCIAL DRIVE APPROACH TYPE "A" 0.30 TYPE INSTALL TRAFFIC CONTROL SIGNS INSTALL STANDARD STREET NAME SIGNS PER C.O.B. STD. T-1 INSTALL METRO SIZE STREET NAME SIGNS PER GO.B. STD. T -i INSTALL STANDARD STREET LIGHTS, 5800 LUMEN H.P.S.V. PER C.O.B. STD. ST -23 AND SPECIAL PROVISION 7-86-10. "C" ST -4 STANDARD COMMERCIAL DRIVE APPROACH TYPE "B' 27, NOTE TO STAMP A ON TOP OF CURB OF MEDIAN OVER EACH CONDUIT LOCATIONS. ST -6 STANDARD PAVEMENT PATCHES 28. PRIOR TO PAVING THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY 5T-7 STANDARD CROSS GUTTERS ST -9 STANDARD STREET SPECIFICATIONS � THAT THE CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED ST -13 STANDARD SURVEY MONUMENTS T PLANS. SHOULD CONDITIONS BE CHANGED, A REVISED PLANS SHALL BE ST -14 STANDARD STREET LIGHT MAST ARM TYPE 6 SUBMITTED TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING ST -15 STANDARD SYMMETRICAL CUL-DE-SACS SACS ST -15B STANDARD OFFSET CUL-DE-SACS 29. LUMINARIES SHALL BE SOLID STATE UGHT EMITTING DIODE WITH TWIST LOCK ST -19 STANDARD STREET KNUCKLES 557 PHOTOCELL (ORIENTED NORTH) AND SHALL CONFORM TO THE LATEST STANDARD HANDICAP RAMPS 422 REQUIREMENTS OF THE CURRENT CITY OF BAKERSFIELD LED STREET D-14 D-14 STANDARD CATCH BASIN TYPE "A" CUYD LIGHTING SPECIFICATIONS. D-16 STANDARD GUTTER DEPRESSIONS TE 1,114 5,018 T-1 STANDARD STREEET SIGN POST STYLE 30. ANY ITEMS IN PUBLIC RIGHT-OF-WAY THAT ARE DAMAGED OR DO NOT 6" CURB AND GUTTER C MEET CURRENT STANDARDS SET BY PUBLIC WORKS WILL REQUIRE REPAIRING 3. PAVEMENT: a AND/OR UPGRADING AS PER CITY ENGINEER. PAVING FOR RESIDENTIAL AND LOCAL STREETS SHALL BE: 8 9 0.20' TYPE "B" ASPHALT CONCRETE OVER 31. MAXIMUM SLOPE FROM BACK OF SIDEWALK TO FACE OF WALL OR STRUCTURE 0.50' AGGREGATE BASE OVER J SHALL BE 4:1, EXCEPT FOR TWO FEET BEHIND THE SIDEWALK WHERE THE MAXIMUM 0.50' ORIGINAL GROUND. O.G. TO BE COMPACTED TO 95% 1,377 SLOPE SHALL BE 2% ALTERNATIVELY, THE CITY ENGINEER MAY APPROVE CURBING RELATIVE DENSITY PER C.O.B. STD. ST -9. SQFT BEHIND THE SIDEWALK OR OTHER METHOD TO PREVENT EROSION INTO THE SIDEWALK. PAVING FOR QUAIL CREEK ROAD (LOCAL COLLECTOR): 7,529 17,507 "B" 32. INSTALL BLUE MARKERS AT CENTERLINE FOR FIRE HYDRANT LOCATIONS. ASPHALT CONCRETE OVER 0.60' AGGREGATE BASE OVER 0.60' ORIGINAL GROUND. O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. --- - - _.- PAVING FOR ETCHART ROAD (LOCAL COLLECTOR): 0.30' TYPE B" ASPHALT CONCRETE OVER 0.40' AGGREGATE BASE OVER ° 0.80' ORIGINAL GROUND. O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. A per$ B PAVING FOR SNOW ROAD (ARTERIAL): 0.45' TYPE "B" ASPHALT CONCRETE OVER O --- - - - - ojI 1 0.J5' AGGREGATE BASE OVER o w '¢ TERA I - 1.30' ORIGINAL GROUND. O.G. TO BE COMPACTED TO 95% 2 W 9 'o I RELATIVE DENSITY PER C.O.B. STD. ST-9.Iwl 4. INSTALL STANDARD SURVEY MONUMENT FRAME AND COVER PER CITY OF TD_ BAKERSFIELD S. DWG. ST -13. F- 'o I-�-� O TO BE INSTALLED b. 5 OO EXISTING V &IBIONCCOUR�_ T 5. -o- INSTALL TRAFFIC CONTROL SIGNS INSTALL STANDARD STREET NAME SIGNS PER C.O.B. STD. T-1 INSTALL METRO SIZE STREET NAME SIGNS PER GO.B. STD. T -i INSTALL STANDARD STREET LIGHTS, 5800 LUMEN H.P.S.V. PER C.O.B. STD. ST -23 AND SPECIAL PROVISION 7-86-10. - p�-PHA$$ q }-. PHASE 2 1--------1 O PHASE -e- STREET INSTALL STREET LIGHTS, 9500 LUMEN H.P.S.V. PER C.O.B. STD. _7-86-10.K ST 23 AND SPECIAL PROVISION LIGHTS SHALL MATCH THOSE EXISTING IN THE VICINITY __ to � 14 tltltl T a U o I zl2 1 a I ° I 5 I II ----y 6. INSTALL TYPE "B" CURB AND GUTTER, PER C.O.B. STANDARD ST -1, ON ALL �� STREETS UNLESS OTHERWISE NOTED. U I 3_ 'CAS LLA SII��TREF7T 7. INSTALL 4.5 SIDEWALK ON ALL LOCAL STREETS UNLESS OTHERWISE NOTED. x 8. SEWER LATERAL LOCATIONS TO BE STAMPED(S) INTO THE CURB FACE OVER w z 1 ( PHASE, 4 i O EACH SEWER LATERAL. I I I I 9. INSTALL ADDITIONAL ; 3-1/2 PULL BOX FOR STREET LIGHTS AT P.G.& E._�,_ SERVICE POINT. ALL PULL BOXES TO BE INSTALLED ON A GRAVEL BED A ( I 1 l MINIMUM OF 6" THICK. \\\..,,,/// I z a ° 10 PALL MANHOLE AND AVEMENT GRADE. LAMPHOLE FRAME AND COVERS SHALL BE SET 1/4" BELOW A 4 DRMANN� COU�2TJ IL -t 11 UNDERGROUND SERVICE ALERT SHALL CONTACTED AT LEAST 2 WORKING �i. { DAYS PRIOR TO CONSTRUCTION. 1-800-- 227-2600. I L �"( P�fA5a�3 12. WARNING/REGULATORY SIGNS: SIGN PANELS SHALL BE MOUNTED ON POSTS WITH HAWKINS M2G SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR cauNlYi S . I EQUAL ROADSIDE SIGNS INSTALLED PER STD. T-19 SHALL BE LOCATED WITHIN SIDEWALK 6" FROM BACK. ,e 1 I l a 1 4 I s I 13. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD c e PUBLIC WORKS DEPT. FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED_ -!� STREET RIGHT-OF-WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, -\ I - STRE ACI( T SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK _ - ; --- - - - --T PERFORMED WITHIN THE RIGHT-OF-WAY AND INSURANCE SHALL BE POSTEDI _' PRIOR TO ISSUANCE OF THE PERMIT. s 1 F PH ASE 14. AGGREGATE BASE: AGGREGATE BASE MATERIAL FOR ARTERIAL & COLLECTOR ROADWAYS SHALL BE CRUSHED AGGREGATE BASE (CAB) CONFORMING TO +s SECTION 200-2.2 OF THE STANDARD SPECIFICATIONS FOR PUBUC WORKS I CONSTRUCTION, LATEST EDITION ("GREENBOOK"). AGGREGATE BASE MATERIAL FOR LOCAL ROADWAYS SHALL BE EITHER CAB OR CRUSHED MISCELLANEOUS ,a m z, as I a BASE (CMB) CONFORMING TO SECTION 200-2.4 OF THE STANDARD _k I SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION. !"t I ROVtR_TOOUT J AGGREGATE BASE SHALL BE FURNISHED AND PLACED IN ACCORDANCE WITH 0.0 i11. `------- j THE CONTRACT PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKSd) Ril y T CONSTRUCTION AND THESE DETAILED SPECIFICATIONS. AGGREGATE BASE y@@q SHALL BE GRADED TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D-1557..QQ T1: pI ,r 15. SUBGRADE PREPARATION. THE CONTRACTOR SHALL FINE GRADE AND COMPACT 1^ I STREET SUBGRADE IN ACCORDANCE WITH THE CONTRACT PLANS, CITY , of z REQUIREMENTS AND STANDARD SPECIFICATIONS. D TO 9 DE SHALL M GRADED �_BAJ TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95% OF THE MAXIMUM w iy z 5 TAMBU(iLANE I DRY DENSITY IN ACCORDANCE WITH ASTM D-1557. '1= COU T I I 16. ANY TRENCHING TO BE CONDUCTED SHALL BE BACKFILLED & COMPACTED PER CITY STANDARD DETAIL ST -22. I 4 17. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. THE q NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE of - I PHASE 2 +3 +4 CITY ENGINEER. 18. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION WITHIN PUBLIC RIGHT-OF-WAY, THE CITY CONSTRUCTION INSPECTION SHALL BE GIVEN 24 HOURS NOTICE. (661) 326-2049. 19. DUST CONTROLCONTRACTOR SHALL OBTAIN A COPY OF THE DUST CONTROL " aI -- PLAN (DCP) FOR THIS,PROJECT FROM THE DEVELOPER, AND SHALL KEEP A 3 �`gl 6 I a 6 � O COPY ON SITE AT ALL TIMES. FOR THE DURATION OF CONTRACTORS I If O I OCCUPANCY OF THE SITE, CONTRACTOR IS REQUIRED TO COMPLY WTH THE I PROVISIONS OF SAID PLAN. SNOW ROAD a 20. STORM WATER POLLUTION PREVENTION: CONTRACTOR SHALL OBTAIN A COPY _ 1O --- --x WW Ty - OF THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) FOR THIS � -- -- --- - CITY OF BAKERSFIELD KERN COUNTY CALIFORNIA STREET CONSTRUCTION PLANS FOR REVISED VESTING TENT. TR. PHASES 1 THRU 6 NOTE: 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION WITHIN THE CITY RIGHT-OF-WAY, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE TELEPHONE 326-3049. NO CITY INSPECTIONS WILL BE GIVEN FOR THE WORK IN THIS AREA UNTIL A STREET PERMIT WITH APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINED. 2. ANY FACILITY NOT IN THE PUBLIC RIGHT OF WAY IS TO BE PRIVATELY MAINTAINED 3. ALL MATERIALS SUPPLIED FOR THIS PROJECT WILL REQUIRE A CERTIFICATE OF COMPLIANCE STATING THAT THE REQUIREMENTS & STANDARDS SET FORTH BY THE CITY OF BAKERSFIELD HAVE BEEN MET. NUMBER OF LOTS: PHASE 1 28 PHASE 2 16 PHASE 3 15 PHASE 4 14 PHASE 5 14 PHASE 6 13 TOTAL: TCHART ROA 100 PROJECT AREA: 40.01 ACRES 99 � J� 31 32 33 34 PHASE 1 PHASE 2 PHASE 3 99 7Th STANDARD ROAD TOTAL A.C. PAVING TONS 2,760 468 436 11965 414 5 6,373 6, TCHART ROA 2,854 598 557 1,893 o a 4 422 6,853 SUBGRADE PREPARATION CUYD SNOW ROAD 1,196 1,114 5,018 1,058 843 16,571 6" CURB AND GUTTER C 4,757 1,591 a 3,328 5J� E 8 9 10 7 3,268 1,705 J 1,470 1,480 1,377 10,780 SIDEWALK SQFT 1 25,252 9,220 7,529 17,507 DRIVE 5,847 72,405 HANDICAP RAMPS EA - - 1 2 1 5 2 I�JI 16 16 EA 17Tj 15 2 4 'a 1 16 TRAFFIC CONTROL SIGNS EA o 729S 827E - 6 - - 31 o EA 6 3 2 HAGEMAN 2 tq I 2 11 21 22 VICINITY MAP LIST OF MATERIALS NO SCALE ENGINEER'S STATEMENT 7264 "L THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND D BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, D ANCES, STANDARDS, AND DESIGN CRITERIA AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS AND DESIGN CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION. AND SUCH CORRECTIONS REFECTED ON CORRECTED PLANS SUBMITTED TO THE CITY ENGINEER. APPROVED BY: ROGER A. McINTOSH R.C.E. 33322 DATE IN ACCORDANCE WITH THE CONDITIONS OF THE VESTING TENTATIVE MAP, 7H IMPROVEMENT PLANS HAVE BEEN REVIEWED BY THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT. ALL IMPROVEMENTS HEREIN ARE PUBLIC AND ARE TO BE PUBLICLY MAINTAINED. .g DATE PUBLIC WORKS DIRECTOR CITY OF BAKERSFIELD REVIEWED BY: ASSISTANT PUBLIC WORKS DIRECTOR DATE CITY OF BAKERSFIELD REVIEWED BY: /-- 9112,11 fs° TRAFFIC ENGINEER DATE ITEM UNIT PHASE 1 PHASE 2 PHASE 3 PHASE 4 PHASE 5 PHASE 6 TOTAL A.C. PAVING TONS 2,760 468 436 11965 414 330 6,373 CL II AGG. BASE CUYD 2,854 598 557 1,893 529 422 6,853 SUBGRADE PREPARATION CUYD 7,342 1,196 1,114 5,018 1,058 843 16,571 6" CURB AND GUTTER LF 4,757 1,591 1,536 3,328 1,450 1,135 13,797 DRIVEWAY SOFT 3,268 1,705 1,480 1,470 1,480 1,377 10,780 SIDEWALK SQFT 1 25,252 9,220 7,529 17,507 7,050 5,847 72,405 HANDICAP RAMPS EA 7 - 1 2 1 5 2 - 16 STANDARD STREET NAME SIGNS EA 8 2 2 4 2 1 19 TRAFFIC CONTROL SIGNS EA 25 - - 6 - - 31 STREET LIGHTS EA 6 3 2 6 2 2 21 MONUMENT ENCASEMENTS EA 5 3 2 7 2 2 21 MEDIAN CURB LF 1,711 - - - - - 1,711 SAWCUT LF 2,343 - - 1,366 - - 3,709 DETAIL 12 LF 445 - - I - - - 445 DETAIL 22 LF 1,842 - - 884 - - 2,726 DETAIL 27B(T) LF 569 - - - - - 569 DETAIL 32 LF 2,056 - - 1,343 - - 3,399 DETAIL 3B LF 2,325 - - 101 - - 2,426 DETAIL 39 LF 206 - - - - - 206 BASIS OF BEARINGS: THE BEARING OF N 00'49'33" E SHOWN FOR THE EAST LINE OF THE SOUTHEAST QUARTER OF SECTION 5, T. 29 S., R. 27 E. ON K.C.S. FILED MAP NO. 7-1 BOOK 6, PAGE 50 WAS USED AS THE BASIS OF BEARINGS SHOWN HEREON. BENCHMARK USED: K.C.M. B.M. 3.39 PER K.C.S.F.B. #1170, PG. 30 FOUND CH. 1/4 CIRCLE ON TOP OF CURB AT WEST END OF THE SOUTHWEST CURB RETURN AT QUAIL FILED MAP NO. 7-1 BOOK 6, PAGE 50 WAS �" CREEK/SNOW ROAD 10 ELEVATION = 403.02' (PER 2003 COUNTY DATUM) /�c (USGS NAVD 88 DATUM) 'vrt� 40 1A INDEX OF SHEETS Ur4IT5 I t o,41L %i SHEET TITLE z" = o tig , 1. TITLE SHEET 2. ETCHART ROAD AND LATERA COURT m PROJECT FROM THE DEVELOPER, AND SHALL KEEP A COPY ON SITE AT ALL -- ----- S ✓38'5--- E ---19 _ _ - ARTERIAL CL LENGTH (PUBLIC) 663 LF 3. ALBION COURT AND CASELLA STREET TIMES. FOR THE DURATION OF CONTRACTOR'S OCCUPANCY OF THE SITE, CONTRACTOR IS REQUIRED TO COMPLY WITH PROVISIONS OF SAID PLAN. KEY MAP COLLECTOR q LENGTH (PUBLIC) 3,305 LF 4. DROMANA COURT AND KENWICK STREET O DENOTES 2 SHEET NUMBER 21. IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE SCALE: i"=200 LOCAL STREET LENGTH PUBLIC (PUBLIC) 5,085 LF 5. TO ROVERN COURT AND TAMBURLANE COURT NATIONAL POLLUTANT DISCHARGE EIJMINATION SYSTEM (NPDES), "NOTICE LEGEND: LEGEND tCONT. LEGEND (CONT. A OF INTENT" (NOT) TO COMPLY WITH THE TERMS OF 6. ALLENMEIR COURT AND THE GENERAL PERMIT TO DISCHARGE STORM WATER ABBREVIATIONS RI -1 FUFdNISH & INSTALL TRAFFIC SIGNS PER COB. STD. T-19: '� 'd EDGE OF PAVEMENT ASSOCIATED WITH CONSTRUCTION ACTIVITY SWRCB ORDER N0. ( FL R0IWJNE POW POINT ON VERTICAL CURVE i RI -1" - STOP "SS -2" -END SCHOOL ZONE - - - - - - - - - - - SAWCUT RUTHBURG WAY 2009-009-DWQ AS AMENDED BY ORDER 2010-0014-DVq AND CL CENTERLINE EVC EEDN VERTICAL CURVE R6-1 - ONE WAY "EI - END STA. 10+00.00 C.L. TO STA. 16+00.00 C.L ORDER CES CO006-DWQ MUST S FILED WITH STATE WATER RESOURCES CONTROL BOARD SACRAMENTO BEFORE THE BFy ELEVATION EVC END VERTICAL CURVE - NO PARKING ANYONE "W1(C�r - WI4-1 -DEAD END 'R3 -SR -RIGHT TURN ONLY "WI4-2" SEC" tEI': 7. RUTHBURG WAY TI ANY CONSTRUCTION ACTIVITY. COMPLIANCE WITtN B.OR. BEGIN WTA3 RENS! PI POINT OF INTB25ECTION 'Ret CA -BIKE LANE - NO WTIJ=T ( Y ECTION DESIGNATIONBEGINNING --E.C.R. aA STA. 16+00.00 C.L. TO STA. 29+46.00 C.L. AL THE GENERAL PERMIT REQUIRES THAT A STORM WATER END CURB RENRN PRC POINT OF REVERSE CURVANRE --- D STORM DRAIN -REFER N SEWER &STORM DRAIN PLANS POLLUTION PLAN(BE PREPARED, CONTINUOUSLY BC EC ENGIN CURVE PCC POINT OF COMPOUND CURVANRE END WRVS TC TOP OF WRIT ® STORM DRAIN MANHOLE -REFER TO SEWER &STORM DRAIN PLANS Oj CURVE NUMBER FORCURVE DESCRIPTION SSH0 8. QUAIL CREEK ROAD CARRIED OUT, AND ALWAYS BE AVAILABLE FOR PUBUC INSPECTION DURING NORMAL CONSTRUCTION HOURS WASTE PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT CONSTRUCT TYPE "A" CATCH BASIN WITH 3.6 OPENING PER SECTION STA. 10+00.00 C.L. TO STA. 22+00.00 C.L. DISCHARGE IDENTIFICATION (WDID) NUMBER 5F15C378628 HAS OF VERTICAL CURVE FC FINISH CONCRETE C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. ® ITEM OF WORK -SEE SCHEDULE 9. QUAIL CREEK ROAD BEEN ISSUED BY THE STATE WATER RESOURCES CONTROL P.O.C. P/L POINT ON CURVE R RIGHT-OF-WAY PROPERTY UNE s SEWER -REFER TO SEWER &STORM DRAIN PLANS 1❑ TAPER DATA -SEE TABLE BOARD FOR THIS PROJECT. EP. A.P. ANGLE POINT EDGE OF PAVEMENT CURB AND GUTTERS DESCRIPTION - SEE TABLE STA. 22+00.00 C.L TO STA. 36+40.63 C.L. C/G ® EWER SEN1R MANHOLE -REFER SEWER &STORM DRAIN PIANS 22. CONTRACTOR SHALL COORDINATE LANDSCAPE � FURNISH &INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13 ® SEWER CLEANOUT -REFER TO SEWER &STORM DRAIN PLANS. 1 EASEMENT LEGEND -SEE TABLE O 10 SNOW ROAD CONTRACTOR TO INSTALL CONDUITSS PRIOR TO PAVING. EXISTING SURVEY MONUMENT CONSTRUCT 18 BOTTOM 'WIDTH DRIVEWAY W/3' WINGS NOTE: 11. QUAIL CREEK ROAD - STRIPING 23. INSTALL W-31(CA) SIGN WITH OM4-3 MARKER AT THE PHASE11 BOUNDARY WITHIN THE TRACT IF ADJACENT PHASE IS NOT T FURNISH & INSTALL STREET SIGN PER C.O.B. SID. T-1. PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED, REFER TO CONSTRUCT THE FOLLOWING VAIN PHASE 1: 12. SNOW ROAD - STRIPING CONSTRUCTED SIMULTANEOUSLY. REMOVE AND SALVAGE THE SHEET 10 FOR ADA PEDESTRIAN WALKWAY REQUIREMENTS) -SNOW ROAD (INCLUDING THE FULL LANDSCAPE MEDIAN) FOR THE FULL Know below. SIGN WITH CONSTRUCTION OF ADJACENT PHASE. FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. Ic INSTALL INTERCONNECT CONDUIT PER CO.B. SID. DETAIL T-33. EXTENT OF THE STREET LYING WITHIN THE TRACTS BOUNDARY. What's -WNL CREEK ROAD (INCLUDING PAVEMENT TRANSITIONS) FROM SNOW -o- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER GOB - - - - - - - TRACT BOUNDARY ROAD TO THE NORTHERN PHASE 1 BOUNDARY. Call before you dig. 24. WTH THE EXCEPTION OF THOSE ON RETURNS, STREET SIGNS STD. ST -23 AND SPECIAL PROVISION 7-86-10. - PHASE BOUNDARY CONSTRUCT RE FOLLOWING WITH PHASE 4: AND STREET UGHTS SHALL BE INSTALLED AT THE EXTENSION OF THE NEAREST LOT LINE TO WHERE THEY ARE SHOWN FURNISH &INSTALL STREET UCT1T-9500 LUMEN PER C.O.B. ETCHART ROAD INCLUDING THE FULL LANDSCAPE MEDIAN - ( )FOR THE FULL HEREIN. STD. ST -23 AND SPECIAL PROVISION 7-86-10 - MATCH UNE EXTENT OF THE STREET LYING WITHIN THE TRACTS BOUNDARY. - EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS - - - - CENTERUNE -WAIL CREEK ROAD (INCLUDING PAVEMENT TRANSITIONS) FROM ETCHART ROAD TO THE NORTHERN PHASE 1 BOUNDARY `1 m O M oY�4 °� a AGRICULTURAL/ <m w UNDEVELOPED LAND <� O o W w'b`Y zlz '6 .ate^ 13�E4 no. c>Y�: F ,4�1 OOM� I n' �U ti� W (L.�]i+��?j Oam p 1� 'DO < 4i�G1 •KJ UJ $ N o B boy d o a o EXISTING R/W DEDICATION PER SALES MAP +OF ^IRo z ^o) mm a'I'g Wrn ° THE OFFICE OF KERN DS 1NG4 FILED MAY KERN NOUN xo -_ < _ < z _c-COUNry RECORDER Umy avla - SOB,w H� _�> _Y E -W MID SECTION LINE N88'5T51"W__.._ N88-57'51"Wh `oma PROPOSED E.P. 660.08'- ?r-__ CONSTRUCTION LIMITS„ y° 7 - + FUTURE___ 12+00 13+00 -__ -- --_'_ �-_- T _ - �- - - - - _ - _~- 15+00 � 76+00 INSTALL TYPE III BARRICADE 58834'31"E 776.94' - o N89 -10'17"E 14+00 I .n o - - 3 8 x V PER CALIRAM STANDARD - _ 410._53' _ o _ 'n M 6 PLAN A73C WITH W-31(CA) - - ARY SEE DETAIL 'A'-7-. 11 5 R/W � 1 2 _ _. _ _ _ _ _ _ _ _ . � __ _ _ . - ._ _ _ - ._ _ _ _ __-_ - . _ _SIGN AT TRACT BGUND .--._-_ - M 1 Ic Ic c Ic Ic Ic Ic CONSTTRRUCTIION UNITS - - CD EX 6NEI ^. I _- N ou_ - of . ON OIL LI 0 Z I 17 _ -_ __ n __ _� ___ _ I 5 I I E _ ____ ___ __ _ of P r n L _ _ __ ----LANDS - & WALL EA-MENT - II-_- II$ U _ I -------------- ---------- w w __7 0 o I 1 1 5 I Q N 30' BUILDING SETBACK-] o j o> - O = ! z j 5 q 1 "� J I g I 1 i FROM OIL LINE 1 M 3 „, MWs oc 0 1'^ Z II! wn 3 i C3 ww i dju I I I 5 / 6 ti4 I V UW z M° a 11 NN rom 1 $0 1 1 I I /� <e I o n�� II O ead ++ M i I I i vi 1 m'm W W o + u�fy z o Q 0 3 IN 34' I �o Jra I I I I / �`,o o --F Ali a45 Y I I cirF 1 tidF I I i / ti<I< I z rrw I I! 11 I IYNN F Y1 fnN I I I I m�m I W V1Nv F w QUASEECREKSHEET ROAD ETCHART ROADLL Lu z (COLLECTOR STREET) STA. 10+00.00 C.L. TO 16+61.32 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL FD. 2" I.P. WITH K.C.S. B.C. FD. CONC. MON. W/B.C. MKD. "REPL 9-3-76" FOR MKD. LS 7595 IN LH., E. 1/4 COR. SEC. 5, 712" DEEP, NOT OF RECORD, 29/27 PER FILED MAP No. ACCEPTED FOR W. 1/4 COR. 7-1, BK. 6, PG. 50 SEC. 5 29/27 & SALES CALCULATED POSITION, MAP COR. CTR. SEC. 5, 29/27 N8E-W MID-SECTION LINE 26432 N ")Y VARIES 2643.24 58857,,"E :2.7'-73.4'2641. S.W. COR. LOT 71 OF ALES MAP PO. N, SM.LK.C.LC. FD. GONG. IJ SALES MAP COR. MON. IN LH. MRWD. 660.08' "RCE 15331" PER S8854'31" 5885431"E TRACT NO. 5222, M.B. OUAIL CREIX DRIVE 39, PGS. 773-114 -' I TRACTwI 1 I wI FD. 2' I.P. WITH K.C.S. B.C. MKD. BOUNDARY bm Q ETCHART ROAD -'n z "REPL 9-3-76" FOR N.E. LINE TABLE LINE BEARING DISTANCE L1 N 00'50'26" E 2.77' L2 N 00'48'17" E 16.00' L3 N 00'48'11" E 1320.30' CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA O 30.00' 47.26' 30.13' 90"15'03" O 42.00' 202.03' 38.08' 27536'44' 0 35.00' 27.13' 14.29' 4424'55" O 35.00' 54.98' 35.00' 901voc" O 2034.00' 68.16' 34.08' 0155'72" © 7966.00' 65.88' 32.94' 01'55'12" O7 2000.00' 1 67.02' 1 33.51' 1 01'55'12" 418 416 414 412 410 408 406 404 402 400 QUAIL CREEK ROAD SEE SHEET 9 I i � � 45' 1 I II I � I s 1 w Ll 3 Q2 I J� r� J r J 0 5 O 1 + U - N y J, O 1 4'r*i66 "in.I 1 I Ib.f wines o y of < R/W i1W DRAIN I I 2 3 2 8 (TYP.) _ _ _ �_� __ I S89'i1E 12+�00 382_05' 13+00 + I s 8' SEWER 1 s s 3 2 1 8 (TYP.) ao I 4 2_3487� IIn+ Iz 13JN IDI W<ul +I y� ogg + o I >o ,n �< ,n [mVO <d' � (f4 VILL OF Q DQ < O F >� UILL 10 yI �� 1 I d d o i ++ 'v3i'vti N n of i Iv ym a i oo `-' 5 I odd tiF-I<- I I i c5da 'l I (II dmW ytn I ; � mNm 1 NL CREEK ROAD RUTHI, SEE SHEET LATERA COURT SEE (LOCAL STREET) STA. 10+00.00 C.L. TO 13+82.05 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 414 r 414 p I b N N C 412!412 w �g 1 _ 410 I d ,:I W _T _ - i � -r- I ,< � 410 APPROXMATE JJ Ib W W I n I vi I 408 m = N + Exlmwc crsouw0 408 w IU- o' ! t o ® G < d Ia 406 406 t 402 - - - PROPOSED H FL --�� +� 404 I 404 S-0.25% - - 402 I I I I 400 400 9+00 10+00 11+00 12+00 13+00 414 412 410 408 406 404 402 400 398 nw �z JwLL Im - -� EASEMENT LEGEND: 9+00 10+00 ypl 1 BOUNDARY I MAP UNE/ 414 FD. K.C.S. 2" I.P. MARKED FOR LOT CORNER FLOWLINE CURB & GUTTER X01 « cMi mx Nw i r I n 4 wi ��E(IST�iG APP OMMATE 6RWORDI PUBLIC HIGHWAY EASEMENT PER TRACT No. 5909, z LOT 20 BOUNDARY - -; M. 8K.. 48, PG. 22 V RIES OF SALES 72A 72.5 MAP I 412 o ®CENTERLNE 15' WIDE CIN BAKERSFlEID IRRIGATION PIPELINE 5 a - ()�a a I ow (TO BE RELOCATED). EASEMENT PER DOC. No. 0201118720 O.R. . , DETALI A o ¢ IDI ! O 30' WIDE COUNTY 10 KERN PUBLIC HIGHWAY EASEMENT SCALE: NONE 410 6' WING L -I CENTERLINE STORM DRAIN UP PER VOL 29, PG. 104 THE MINUTE BOOKS 6 AGREEMENT PER 8K. 2539, PG. 70 O.R. (PORTION WITHIN o,� -` -- N , W a Y W 6' WING LANDSCAPE UC-YN20 Ntn 408 =T CENTERLINE STORM DRAIN MOE PUBLIC HIGHWAY SALESY MAP OB 0- -ON I TYPICAL CATCH BASIN LOCATION AT CURB RETURN CONSTRUCTION NOTES: I I 'pi In N.T.S. U � LEGEND: 0.25 (CONT.): - O CONSTRUCT 5' (LOCAL STREETS) AND 6' (ARTERIAL & COLLECTOR STREETS) - 404 COMBINATION SIDEWALK PER C.O.B. STD ST -5. ABBREVIATIONS N FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STC. T-19: 'm 'G 'G @GE OF PAVEMENT iII IIS- FL o I -i' - SOUP "R6-1' s6 -Y - END SCHOOL ZONE - - - - - - - - - - - SAWWT 0 402 - ONE WAY CL EIFV CENTERLINE VE CENTERLINE BVC BEGIN VERTICAL CURVE ELEVATION EVC END VERTICAL CURVE 'R26(CA)' - NO PARKING ANYTIME "W31(CA)" -END 'R3 -DEA END SECTION tLT7ER CONSTRUCT HANDICAP RAMP PER CALTRANS 2010 STANDARD PLAN R.S.P. 400 opSOUTH NE I COIN CURB RETURN PI POINT OF INTERSECTION R81(CA)" -DIKE LAE WI4-2' - NO OUTLET _ _ _ _ _ A SECTION DESIGNATION A88A-CASE A. EC.R. END CURB RETURN PRC POINT OF REVERSE CURVATURE D IOPOS@ 2 OS CONSTRUCT 6' BLOCK WALL PER WALL CONSTRUCTION PLANS. 398 BEGIN CURVE PCC POINT OF COMPOUND CURVATURE EG CURVE TC TOP OF CURB ® 12+00 PLANS SIFET *v RE tO CURVE NUMBER FOR CURVE DESCRIPTION SECS IS SPAM 13+00 PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT 14+00 PL R/W SAWCUT EXISTING E.P. PER RESPECTIVE STREET SECTION OR AS DIRECTED BY 45' � OPENING ® ITEM OF WORK -SEE SCHEDULE fL 0'- 16' E.P. 73' B/W FL C.O.B. STD. D-14, UNLESS NOTED OTHERWISE VARIES ' S 5 I I I 1 6' 34' t❑ TAPER DATA - SEE TABLE i P /L 2.0% 1.57 MIN. SEWER - REFER TO SEWER & STORM DRAIN PLANS 0 SIGN AT BOUNDARY. (IF PHASES ARE NOT CONSTRUCTED SIMULTANEOUSLY) 1.5% MIN. I 3.4% MAX.i @Cf � PAVEMENT C/G CURB AND GUTTER ® 3.4% MAX. � MONUMENT DESCRIPTION -SEE TABLE p FURNISH &INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -11 2 1 EASEMENT LEGEND -SEE TALE SEWER CLEANOUT -REFER TO SEWER & STORM DRAIN PLANS. ® CONSTRUCT SINGLE FAMILY RESIDENTIAL DRIVE APPROACH PER A.D.A. REQUIREMENTS PER C.O.B. STD. DETAIL ST -7 ON SHEET 10. �� EXISTING SURVEY MONUMENT CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED; REFER TO NOTE* CONSTRUCT THE FOLLOWING WITH PHASE 1: 036 A.C. PAVING FURNISH &INSTALL STREET SIGN PER C.O.B. 510. T -t. 1 SPECIFICATION PTH-02ALKYD. 0.40' AGO. BASE SHEET' 10 FOR AA PEDESTRIAN WALKWAY REQUIREMENTS) 4% FROM E.P. + 080' COMPACTED SUBGRADE Ic T.I. EXTENT OF THE STREET LYING WITHIN THE TRACT'S BOUNDARY -WAIL CREEK ROAD INCLUDING PAVEMENT TRANSITIONS FROM SNOW 6.0 pp,OFESSfO�' FURNISH & INSTALL STREET LICIT -5800 LUMEN PER C.O.B. COMPACTED To 95% "R" VALUE 41 Q H SID. AND SPECIAL 7-86-10. ETCHART ROAD PHASE BOUNDARY THE NTH ASE 4'.17 Z INSTALL TRAFFIC SIGNAL &INTERCONNECT CONDUITS PER C.O.B. STD. DETAIL T-33 �Q��F T STA 10+00.00 TO 16+61.51 O ETCHART ROAD (CONSTRUCT INCLUDING G THOWING EHFULL LANDSCAPE MEDIAN) FOR THE FULL Z V AND T-34. 2 STD. ST -23 AND IASION0 0. SCALE: 1" = 10' (HORIZ) � - MATCH LINE EXTENT OF THESTREETLYING WITHIN THE TRACTS BOUNDARY. -WAIL CREEK ROAD (INCLUDING PAVEMENT TRANSITIONS) FROM ETCHART 72 CONSTRUCT TYPE "05" TACK ON MEDIAN CURB PER K.C.D.S. PLATE NO. 52. 'A Exp.at%o( HT PER SEPARATE APPROVED IXISTIG STREET LIGHT PER SEPARATE APPROVED STREET PLANS - - - - - CENTERUNE ROAD TO THE NORTHERN PHASE 1 BOUNDARY. LuU JT,YT CIV" i W R /W ( FUFFGAtiPOR G 8 30 nw �z JwLL Im I m I --' EASEMENT LEGEND: 9+00 10+00 ypl 1 BOUNDARY I MAP UNE/ Na m FD. K.C.S. 2" I.P. MARKED FOR LOT CORNER FLOWLINE CURB & GUTTER X01 « cMi mx Nw i r I n 4 wi ��E(IST�iG APP OMMATE 6RWORDI PUBLIC HIGHWAY EASEMENT PER TRACT No. 5909, z LOT 20 BOUNDARY z o m 0 M. 8K.. 48, PG. 22 V RIES OF SALES 72A 72.5 MAP I 7 o ®CENTERLNE 15' WIDE CIN BAKERSFlEID IRRIGATION PIPELINE 5 a - ()�a N I ow (TO BE RELOCATED). EASEMENT PER DOC. No. 0201118720 O.R. . , DETALI A o ¢ IDI ! O 30' WIDE COUNTY 10 KERN PUBLIC HIGHWAY EASEMENT SCALE: NONE 6' WING L -I CENTERLINE STORM DRAIN UP PER VOL 29, PG. 104 THE MINUTE BOOKS 6 AGREEMENT PER 8K. 2539, PG. 70 O.R. (PORTION WITHIN o,� -` THE PROJECT TO BE REMOVED). PA ELEV. N , W a Y W 6' WING LANDSCAPE UC-YN20 Ntn Wln CENTERLINE STORM DRAIN MOE PUBLIC HIGHWAY SALESY MAP OB 0- -ON I TYPICAL CATCH BASIN LOCATION AT CURB RETURN CONSTRUCTION NOTES: N.T.S. Q1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 LEGEND: LEGEND (CONT.): LEGEND (CONT.): O CONSTRUCT 5' (LOCAL STREETS) AND 6' (ARTERIAL & COLLECTOR STREETS) COMBINATION SIDEWALK PER C.O.B. STD ST -5. ABBREVIATIONS RII t FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STC. T-19: 'm 'G 'G @GE OF PAVEMENT iII IIS- FL o I -i' - SOUP "R6-1' s6 -Y - END SCHOOL ZONE - - - - - - - - - - - SAWWT 0 INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. - ONE WAY CL EIFV CENTERLINE VE CENTERLINE BVC BEGIN VERTICAL CURVE ELEVATION EVC END VERTICAL CURVE 'R26(CA)' - NO PARKING ANYTIME "W31(CA)" -END 'R3 -DEA END SECTION tLT7ER CONSTRUCT HANDICAP RAMP PER CALTRANS 2010 STANDARD PLAN R.S.P. -SR' -RIGHT TURN ONLY'ri opSOUTH NE B.C.R. COIN CURB RETURN PI POINT OF INTERSECTION R81(CA)" -DIKE LAE WI4-2' - NO OUTLET _ _ _ _ _ A SECTION DESIGNATION A88A-CASE A. EC.R. END CURB RETURN PRC POINT OF REVERSE CURVATURE D IOPOS@ 2 OS CONSTRUCT 6' BLOCK WALL PER WALL CONSTRUCTION PLANS. BC EC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE EG CURVE TC TOP OF CURB ® STORM DRAIN MANHOLE -REFER TO SEWER &STORM DRAIN PLANS SIFET *v RE tO CURVE NUMBER FOR CURVE DESCRIPTION SECS IS SPAM PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' PER © SAWCUT EXISTING E.P. PER RESPECTIVE STREET SECTION OR AS DIRECTED BY � OPENING ® ITEM OF WORK -SEE SCHEDULE ENGINEER. OF VERTICAL CURVE FC FINISH CONCRETE C.O.B. STD. D-14, UNLESS NOTED OTHERWISE P.O.C. POINT ON CURVE R/W RIGHT-OF-WAY t❑ TAPER DATA - SEE TABLE INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W-31(CA) " P /L PROPERTY LINE Ap. ANGLE POINT 5 SEWER - REFER TO SEWER & STORM DRAIN PLANS 0 n'No�-ry TRACT ' SALUE obi ¢ 01R• LOT 17 OF S.M.LKC.LG EASEMENT LEGEND: 9+00 10+00 ypl 1 BOUNDARY I MAP UNE/ Na m FD. K.C.S. 2" I.P. MARKED FOR LOT CORNER FLOWLINE CURB & GUTTER X01 I TRACT �$I W PER FILED MAP N0. 7-1, BK 6, PG. 50 O PUBLIC HIGHWAY EASEMENT PER TRACT No. 5909, z LOT 20 BOUNDARY z o m 0 M. 8K.. 48, PG. 22 V RIES OF SALES 72A 72.5 MAP I I a O BK. 2271, PG. 190 AND BK. 6877, PG. 1119 BOTH O.R. O 15' WIDE CIN BAKERSFlEID IRRIGATION PIPELINE 5 a - ()�a N I ow (TO BE RELOCATED). EASEMENT PER DOC. No. 0201118720 O.R. . , DETALI A 4 m O 30' WIDE COUNTY 10 KERN PUBLIC HIGHWAY EASEMENT SCALE: NONE 6' WING L -I CENTERLINE STORM DRAIN UP PER VOL 29, PG. 104 THE MINUTE BOOKS 11+00 R/W Z_:_12.0% ' 1.5% MIN. 20% 2.0% 3.4% MAX. 2 -- 0.20 AC PAVING 0.50' AGG. B 0.50 COMPACTED PROPOSED ME 'B" 95R RELATIVE DE CURB & GUTTER T.I. 4.5 "R" VALUE 41 �` IX. GROUND DAYUGHT 4:1 TO EX. GROUND 20' 5 5' 1 iY i z 2 ! i R _7 x Ie a 1.5% MIN. 3.4% MAX. TOJ'PROPOSED TYPE "B' ;Try CURB & GUTTER LOCAL STREET TYPICAL SECTION SCALE: 1" = 10' (HORIZ) 2 before you dig. •w m vi O N 0 O20 WIDE N.O.R.SD. SEWER EASEMENT PER DOCUMENT Zr FLOWLINE CURB & GUTTER s No. 0207089312 O.R. V 16.5' WIDE CHEVRON PIPEUNE CO. PIPELINE EASEMENT PER m 0 'R B.C.R. O m O BK. 2271, PG. 190 AND BK. 6877, PG. 1119 BOTH O.R. N 5 a - ()�a N SIDEWALK ow (TO BE RELOCATED). Z I < J 4 10' WIDE STANDARD OIL CO. OF CALIF. PIPEUNE LICENSE 6 AGREEMENT PER 8K. 2539, PG. 70 O.R. (PORTION WITHIN o,� THE PROJECT TO BE REMOVED). PA ELEV. N , W a Y W 6' WING LANDSCAPE Q iCOMMUNICATION EE0' WIDE PACIFIC ASSEMENTEPHONE APER BK.. 172, PND TELEGRAPH GM 434 O.R. CENTERLINE STORM DRAIN MOE PUBLIC HIGHWAY SALESY MAP OB 0- -ON OF LANDS30' OF KERN CCOUNTYEAIAND CO.ENT FILED MAER 1894 TYPICAL CATCH BASIN LOCATION AT CURB RETURN CONSTRUCTION NOTES: N.T.S. Q1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 LEGEND: LEGEND (CONT.): LEGEND (CONT.): O CONSTRUCT 5' (LOCAL STREETS) AND 6' (ARTERIAL & COLLECTOR STREETS) COMBINATION SIDEWALK PER C.O.B. STD ST -5. ABBREVIATIONS RII t FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STC. T-19: 'm 'G 'G @GE OF PAVEMENT FL POVC POINT VERTICAL CURVE -i' - SOUP "R6-1' s6 -Y - END SCHOOL ZONE - - - - - - - - - - - SAWWT 0 INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. - ONE WAY CL EIFV CENTERLINE VE CENTERLINE BVC BEGIN VERTICAL CURVE ELEVATION EVC END VERTICAL CURVE 'R26(CA)' - NO PARKING ANYTIME "W31(CA)" -END 'R3 -DEA END SECTION tLT7ER CONSTRUCT HANDICAP RAMP PER CALTRANS 2010 STANDARD PLAN R.S.P. -SR' -RIGHT TURN ONLY'ri B.C.R. COIN CURB RETURN PI POINT OF INTERSECTION R81(CA)" -DIKE LAE WI4-2' - NO OUTLET _ _ _ _ _ A SECTION DESIGNATION A88A-CASE A. EC.R. END CURB RETURN PRC POINT OF REVERSE CURVATURE D STURM DRAIN - REFER TO SEWER & STORM DRAIN PLANS 2 OS CONSTRUCT 6' BLOCK WALL PER WALL CONSTRUCTION PLANS. BC EC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE EG CURVE TC TOP OF CURB ® STORM DRAIN MANHOLE -REFER TO SEWER &STORM DRAIN PLANS SIFET *v RE tO CURVE NUMBER FOR CURVE DESCRIPTION SECS IS SPAM PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' PER © SAWCUT EXISTING E.P. PER RESPECTIVE STREET SECTION OR AS DIRECTED BY � OPENING ® ITEM OF WORK -SEE SCHEDULE ENGINEER. OF VERTICAL CURVE FC FINISH CONCRETE C.O.B. STD. D-14, UNLESS NOTED OTHERWISE P.O.C. POINT ON CURVE R/W RIGHT-OF-WAY t❑ TAPER DATA - SEE TABLE INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W-31(CA) " P /L PROPERTY LINE Ap. ANGLE POINT 5 SEWER - REFER TO SEWER & STORM DRAIN PLANS 0 SIGN AT BOUNDARY. (IF PHASES ARE NOT CONSTRUCTED SIMULTANEOUSLY) E.P. @Cf � PAVEMENT C/G CURB AND GUTTER ® SEWER MANHOLE -REFER SEWER &STORM DRAIN PLANS. � MONUMENT DESCRIPTION -SEE TABLE p FURNISH &INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -11 ® 1 EASEMENT LEGEND -SEE TALE SEWER CLEANOUT -REFER TO SEWER & STORM DRAIN PLANS. ® CONSTRUCT SINGLE FAMILY RESIDENTIAL DRIVE APPROACH PER A.D.A. REQUIREMENTS PER C.O.B. STD. DETAIL ST -7 ON SHEET 10. �� EXISTING SURVEY MONUMENT CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED; REFER TO NOTE* CONSTRUCT THE FOLLOWING WITH PHASE 1: PAINT 12" UMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD FURNISH &INSTALL STREET SIGN PER C.O.B. 510. T -t. SPECIFICATION PTH-02ALKYD. SHEET' 10 FOR AA PEDESTRIAN WALKWAY REQUIREMENTS) -SNOW GA (INCLUDING THE FULL LANDSCAPE MEDIAN) FOR THE FULL + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T -i. Ic INSTALL INTERCONNECT CONDUIT P@ C.O.B. STD. DETAIL T-33 EXTENT OF THE STREET LYING WITHIN THE TRACT'S BOUNDARY -WAIL CREEK ROAD INCLUDING PAVEMENT TRANSITIONS FROM SNOW 70 PROTECT IN PLACE FURNISH & INSTALL STREET LICIT -5800 LUMEN PER C.O.B. --'- '-- TRACT BOUNDARY ROAD TO THE NORTHERN PHASE 1 BOUNDARY. LU � Q Q H SID. AND SPECIAL 7-86-10. 1- 5 PHASE BOUNDARY THE NTH ASE 4'.17 Z INSTALL TRAFFIC SIGNAL &INTERCONNECT CONDUITS PER C.O.B. STD. DETAIL T-33 IM FURNISH FURNISH &INSTALL STREET UR LUMEN PER C.O.B. & IN GHT-95N O ETCHART ROAD (CONSTRUCT INCLUDING G THOWING EHFULL LANDSCAPE MEDIAN) FOR THE FULL Z V AND T-34. STD. ST -23 AND IASION0 0. � � � � � � - MATCH LINE EXTENT OF THESTREETLYING WITHIN THE TRACTS BOUNDARY. -WAIL CREEK ROAD (INCLUDING PAVEMENT TRANSITIONS) FROM ETCHART 72 CONSTRUCT TYPE "05" TACK ON MEDIAN CURB PER K.C.D.S. PLATE NO. 52. HT PER SEPARATE APPROVED IXISTIG STREET LIGHT PER SEPARATE APPROVED STREET PLANS - - - - - CENTERUNE ROAD TO THE NORTHERN PHASE 1 BOUNDARY. 11+00 R/W Z_:_12.0% ' 1.5% MIN. 20% 2.0% 3.4% MAX. 2 -- 0.20 AC PAVING 0.50' AGG. B 0.50 COMPACTED PROPOSED ME 'B" 95R RELATIVE DE CURB & GUTTER T.I. 4.5 "R" VALUE 41 �` IX. GROUND DAYUGHT 4:1 TO EX. GROUND 20' 5 5' 1 iY i z 2 ! i R _7 x Ie a 1.5% MIN. 3.4% MAX. TOJ'PROPOSED TYPE "B' ;Try CURB & GUTTER LOCAL STREET TYPICAL SECTION SCALE: 1" = 10' (HORIZ) 2 before you dig. •w m vi O N 0 Zr p s N V m 0 M O m N 5 a - ()�a n ow Z I < J 4 o,� N , W a Y � m 0- -ON 0- C4 U V � Q � D UjH LU � Q Q H 1- 5 Q Z Ii Z � CO O Z V Q 0LUO ul LU I93 0 Lu V LuU W 8 3 w N O U.0 QUAIL CREEK ROAD RUTHBURG WAY SEE SHEET 9 SEE SHEET 7 1 0 1 I s j II I 1 I z 20' 1 20' - 4 >T O, -i N Mh ULL 4 ILLI 4I III 00 I 1 OF �K -1 1 a Iii 1 IQz 2NNti � ij R -1 a 1 roFn Fn I JII_J � 344 0 _ I I 2 s 8• SEWER i H ;� B (TVP.)::':. 3 1 N I 3 _ _ _ 5 S 1 1 h 2 ii +00 S8971'29"E 1 12+00 382.02' 8 (�) 13+a0 z 1 3 liz 1\� 1 1 NM 4 I 1 INT g _ _ STA , o rI STA L: lR/W IN II i1 I iIII iIIIIIIZzb�c"3;aa orowNlmNa O14 }z m6 wo"jooF ,IIFm mMN�i NJmh R°ONJ i�j or"' II'rN a�N^d -G IIII a�N- -21 A JI6� 01LL I SQ I 12 }35"Nr v^Nci eJis 1iI 2013 ++ m 'toMNN2 0m ' oO't I 30 ' I 1 - I I 1 dNN YIN I I 1 mNN QUAIL CREEK ROAD RUTHBURG WAY SEE SHEET 9 A L B I O N COURT SEE SHEET 7 (LOCAL STREET) STA. 10+00.00 C.L. TO 13+82.02 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL QUAIL CREEK ROAD SEE SHEET 9 IL 34' 1 AI QUAIL CREEK SEE SHEET 1 LEGEND (CONT.) I 2 I i 3 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: ', W, EDGE OF PAVEMENT FL FLOWUNE POVC POINT ON VERTICAL CURVE y "R1-1" - STOP "55-27 - END SCHOOL ZONE "RES -1" - ONE WAY SEE SHEET 7 CL CENTERUNE BW BEGIN VERTICAL CURVE I 1 O �' LL, LL I 20' LL' B.C.R. BEGIN CURB RETURN PI POINT OF INTERSECTION 90'01'54" m n ECTKIN OESIQdATION E.C.R. END CURB RETURN PRC POINT OF REVERSE CURVATURE r QN gl aN BC N� 0 STORM DRAIN MANHOLE - RE177t TO SEWER &STORM DRAIN PLANS w+ EC END CURVE TC TOP OF CURB NI SEC70 IS SHDNN PIVC Nq�1 CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER fl y o !I o g CJI POINT ON CURVE R/W RIGHT-OF-WAY Q TAPER DATA - SEE TABLE 1 I 5 r v E.P. I ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. 1 LL �1 FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. N O LL Sd «.ddd O EASEMENT LEGEND - SEE TABLE n TEMPORARY SUMP TO a (p. i LL m U FURNISH & INSTALL STREET SIGN PER C.O.B. SID. T-1. IE7777N 11+00 BE INSTALLED WITH s 12+00 B"SEWER r -SNOW ROAD (INCLUDING THE FULL LANDSCAPE MEDIAN) FOR THE FULL NIJ FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. 3 AND REMOVED INSTALL INTERCONNECT CONDUIT PER C.O.B. STD. DETAIL T-33 -4=o--� 408 < Nps � -QUAIL (REEK ROAD (INCLUDING PAVEMENT TRANSITIONS) FROM SNOW -o-' .(a (IYRI-D 1 > D'o 'o 13 i 12 'A" i 11 11 1 1 I 1 I I I 1 ;ASELLA STREET (LOCAL STREET) STA. 10+00.00 C.L. TO 14+96.30 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 13+00 i 2 ,q+pp f I STA 23+04.00 C.L. RUTHBURG WAY S_ 8 --i--- p {-- 5 - - 1 IRAN D 1 2 18" DRAIN I 1,(3 18° ERAIN 1 n w I 20' 20' ® 11 30' 36 I tI I I I !11 1 f I RUTHBURG WAY SEE SHEET 7 414 : o � � I'I I I II N-j�414 412 412 412 412W 410'� N 410 410 O •� 408 - 408 40APPRO1IAPPROXIMATE + h EXISTNGGRoUNo E406 406 406 t;E II�Nw 44006o LL��-o.74404 404 404o: 404 8 U� ie S=O. ISR ll j Nmgw 06asr402 402 42 PROPOSE) NORTH {LauNElk Ik 400 400 400 t�IeRTH Et I �402 400 398-j 398 398398 396 f - - -- -- Ir-- 396 396 j -�~+ -� - - -' �- -� ---�- -�-- 396 394- -- - - - 394 394�� 394 i I 392 L - 1- - 392 392 ` -1 _ __-. i__. __I_ -- -- 392 9+00 10+00 11+00 12+00 13+00 14+00 10+00 11+00 12+00 13+00 14+00 15+00 I 412 o I 412 j Q 410 _W�a ;IIimM�4.II,,. -0 5 �I 410 APPROA408406 16 EXSTN OUNDOUNOZ., o � r 406 C3404 404 402 402 "PROPOSED SOUTH ELbBUN 400 1 400 398 398 396 396 394 - -- - 394 392 -� -- - 392 9+00 10+00 11+00 12+00 13+00 14+00 LEGEND: LEGEND (CONT.) LEGEND (CONT__ ABBREVIATIONS RUTHBURG WAY RI -1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: ', W, EDGE OF PAVEMENT FL FLOWUNE POVC POINT ON VERTICAL CURVE y "R1-1" - STOP "55-27 - END SCHOOL ZONE "RES -1" - ONE WAY SEE SHEET 7 CL CENTERUNE BW BEGIN VERTICAL CURVE I 1 EIEV �' 20' I 20' J-Jr��r B.C.R. BEGIN CURB RETURN PI POINT OF INTERSECTION 90'01'54" °RB1(CA)• - 8A(E LANE - NO OUTLET n ECTKIN OESIQdATION E.C.R. END CURB RETURN PRC POINT OF REVERSE CURVATURE ___ D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS 4 BC 5 0 STORM DRAIN MANHOLE - RE177t TO SEWER &STORM DRAIN PLANS O CURVE NUMBER FOR CURVE DESCRIPTION =�I .. EC END CURVE TC TOP OF CURB SEC70 IS SHDNN PIVC Nq�1 CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER © ITEM OF WORK -SEE SCHEDULE O VERTICAL CURVE FC FINISH CONCRETE C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. g CJI POINT ON CURVE R/W RIGHT-OF-WAY Q TAPER DATA - SEE TABLE 1 I 5 r v E.P. I ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. 1 LL �1 FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. N O LL Sd «.ddd O EASEMENT LEGEND - SEE TABLE I TEMPORARY SUMP TO CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS LL m U FURNISH & INSTALL STREET SIGN PER C.O.B. SID. T-1. IE7777N PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED; REFER TO BE INSTALLED WITH n l_. SHEET 10 FOR ADA PEDESTRIAN WALKWAY REOOREMENTS) -SNOW ROAD (INCLUDING THE FULL LANDSCAPE MEDIAN) FOR THE FULL NIJ FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. 3 AND REMOVED INSTALL INTERCONNECT CONDUIT PER C.O.B. STD. DETAIL T-33 I 3 408 < Nps � -QUAIL (REEK ROAD (INCLUDING PAVEMENT TRANSITIONS) FROM SNOW -o-' 1 WITH PHASE - ---- > ROAD TO THE NORTHERN PHASE 1 BOUNDARY. STD. ST -23 AND SPECIAL PROVISION 7-86-10 . _. PHASE BOUNDARY I (SEE DETAIL BELOW) FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. of ora- a�� STD. ST -23 AND SPECIAL PROVISION 7-86-10. � - - MATCH LINE 3 r -WAIL CREEK ROAD (INCLUDING PAVEMENT TRANSITIONS) FROM ETCHART u EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS IM CENTERLINE ROAD TO THE NORTHERN PHASE i BOUNDARY. -_-ml 4 o 'l I ----- INTERSECTION 406 �LL J F- �< I N STA. 14+96.80 0L CASELIA STREET = <U �N 18" DRAIN - 406 i $=-0.72% 13+00 i 2 ,q+pp f I STA 23+04.00 C.L. RUTHBURG WAY S_ 8 --i--- p {-- 5 - - 1 IRAN D 1 2 18" DRAIN I 1,(3 18° ERAIN 1 n w I 20' 20' ® 11 30' 36 I tI I I I !11 1 f I RUTHBURG WAY SEE SHEET 7 414 : o � � I'I I I II N-j�414 412 412 412 412W 410'� N 410 410 O •� 408 - 408 40APPRO1IAPPROXIMATE + h EXISTNGGRoUNo E406 406 406 t;E II�Nw 44006o LL��-o.74404 404 404o: 404 8 U� ie S=O. ISR ll j Nmgw 06asr402 402 42 PROPOSE) NORTH {LauNElk Ik 400 400 400 t�IeRTH Et I �402 400 398-j 398 398398 396 f - - -- -- Ir-- 396 396 j -�~+ -� - - -' �- -� ---�- -�-- 396 394- -- - - - 394 394�� 394 i I 392 L - 1- - 392 392 ` -1 _ __-. i__. __I_ -- -- 392 9+00 10+00 11+00 12+00 13+00 14+00 10+00 11+00 12+00 13+00 14+00 15+00 I 412 o I 412 j Q 410 _W�a ;IIimM�4.II,,. -0 5 �I 410 APPROA408406 16 EXSTN OUNDOUNOZ., o � r 406 C3404 404 402 402 "PROPOSED SOUTH ELbBUN 400 1 400 398 398 396 396 394 - -- - 394 392 -� -- - 392 9+00 10+00 11+00 12+00 13+00 14+00 LEGEND: LEGEND (CONT.) LEGEND (CONT__ ABBREVIATIONS TANGENT RI -1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: ', W, EDGE OF PAVEMENT FL FLOWUNE POVC POINT ON VERTICAL CURVE y "R1-1" - STOP "55-27 - END SCHOOL ZONE "RES -1" - ONE WAY - - - - - - - - - - - SAWCUT CL CENTERUNE BW BEGIN VERTICAL CURVE 44'24'55" R26(CA)° - NO PARKING ANYTIME ,1731(CA)" - END EIEV ELEVATION EVC END VERTICAL CURVE 90'00'00" "R3 -SR" - RIGITT TURN ONLY WI'1-1' -DEAD END "wl4-Y SECTION LETTER `_ B.C.R. BEGIN CURB RETURN PI POINT OF INTERSECTION 90'01'54" °RB1(CA)• - 8A(E LANE - NO OUTLET _ - _ _ aA ECTKIN OESIQdATION E.C.R. END CURB RETURN PRC POINT OF REVERSE CURVATURE ___ D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE ® STORM DRAIN MANHOLE - RE177t TO SEWER &STORM DRAIN PLANS O CURVE NUMBER FOR CURVE DESCRIPTION =�I .. EC END CURVE TC TOP OF CURB SEC70 IS SHDNN PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER © ITEM OF WORK -SEE SCHEDULE O VERTICAL CURVE FC FINISH CONCRETE C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. P.00. POINT ON CURVE R/W RIGHT-OF-WAY Q TAPER DATA - SEE TABLE PA PROPERTY UNE A.P. ANGLE PONT 5 SEWER -REFER TO SEWER ffi STORM DRAIN PLANS I - E.P. EDGE OF PAVEMENT C/G CURB AND GUTTER ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. A MONUMENT DESCRIPTION - SEE TABLE FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. ® SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS O EASEMENT LEGEND - SEE TABLE OO EXISTING SURVEY MONUMENT CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS NQIEL -+- FURNISH & INSTALL STREET SIGN PER C.O.B. SID. T-1. IE7777N PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED; REFER TO CONSTRUCT THE FOLLOWING WITH PHASE 1: n l_. SHEET 10 FOR ADA PEDESTRIAN WALKWAY REOOREMENTS) -SNOW ROAD (INCLUDING THE FULL LANDSCAPE MEDIAN) FOR THE FULL NIJ FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. IC INSTALL INTERCONNECT CONDUIT PER C.O.B. STD. DETAIL T-33 EXTENT OF THE STREET LYING WITHIN THE TRACTS BOUNDARY. 408 `�� - -QUAIL (REEK ROAD (INCLUDING PAVEMENT TRANSITIONS) FROM SNOW -o-' FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.C.B. - ---- TRACT BOUNDARY ROAD TO THE NORTHERN PHASE 1 BOUNDARY. STD. ST -23 AND SPECIAL PROVISION 7-86-10 . _. PHASE BOUNDARY CONSTRUCT THE FOLLOWING WITH PHASE 4: �- FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. . -EMHART ROAD (INCLUDING THE FULL LANDSCAPE MEDIAN) FOR THE FULL o STD. ST -23 AND SPECIAL PROVISION 7-86-10. - - - - - - - MATCH LINE EXTENT OF THE STREET LYING WITHIN THE TRACT'S BOUNDARY. -WAIL CREEK ROAD (INCLUDING PAVEMENT TRANSITIONS) FROM ETCHART u EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS - - - CENTERLINE ROAD TO THE NORTHERN PHASE i BOUNDARY. CURVE RADIUS LENGTH TANGENT DELTA O 42.00' 197.06' 42.87' 268'49'50" O 35.00' 27.13' 14.29' 44'24'55" O 20.00' 31.42' 20.00' 90'00'00" O 30.00' 412 30.02' 90'01'54" O5 30.00' 47.11' 29.98' 89'58'06" -''-- - �- I +1'w- I - � - � - 1410 III + R n l_. h NIJ 408 `�� - O - ' - - YI 406 o 1 APP903MATE li 1 u EXISTING GROUND 1 406 �LL J F- �< �fi� - <U �N 406 $=-0.72% IAT_ i --i �NIZo --• -'I"_R 404 d 404 � , I ✓�� i S=0615=0.51 402 402 400 400 4 r wwb 398 I - -- �- I I 39 8 II s I I s 396 -- I- -- - I 396 394 + - -, 1 394 392 10+00 11+00 12+00 13+00 CONSTRUCTION NOTES: Qi CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 O CONSTRUCT 5' (LOCAL STREETS) AND 6' (ARTERIAL & COLLECTOR STREETS) COMBINATION SIDEWALK PER C.O.B. STD ST -5. Q3 INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. ® CONSTRUCT HANDICAP RAMP PER CALTRANS 2010 STANDARD PLAN R.S.P. A88A-CASE A. Q5 CONSTRUCT 6' BLOCK WALL PER WALL CONSTRUCTION PLANS. © SAWCUT EXISTING E.P. PER RESPECTIVE STREET SECTION OR AS DIRECTED BY ENGINEER. O INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W-31(CA) SIGN AT BOUNDARY. (IF PHASES ARE NOT CONSTRUCTED SIMULTANEOUSLY) © CONSTRUCT SINGLE FAMILY RESIDENTIAL DRIVE APPROACH PER A.D.A. REQUIREMENTS PER C.O.B. STD. DETAIL ST -7 ON SHEET 10. O PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTI-02ALKYD. 5 PROTECT IN PLACE it INSTALL TRAFFIC SIGNAL & INTERCONNECT CONDUITS PER C.O.B. STD. DETAIL T-33 AND T-34. 72 CONSTRUCT TYPE "B5" TACK ON MEDIAN CURB PER K.C.D.S. PLATE NO. 52. 0 3 38 F I 2 7 1.5' BOTTOM ELEV. = 401.60' 7:'1 /_1_�\ SECTION v TEMPORARY SUMP @,OFESSfO SCALE N.T.S. TEMPORARY SUMP CALCULATIONS: VOLUME REQUIRED: 0.26 AC -FT R-1, 10000 SF = 4.57 AC. , C=0.34 N, 54620 QUAIL CREEK ROAD = 0.34 AC. C=0.95 VOL REQ'D = 0.15x(1.55+0.20) = 0.26 AC -FT + Exp. # VOLUME PROVIDED: 0.27 AC-FTs4T CIV& Q��P AREA(MID)= 0.18 AC. FOFCN W VOLUME PROVIDED= 0.18 AC. x 1.5' DEEP = 0.27 AC FT ail 2A 1.5' DEEP - NO FENCE REQUIRED S t q 15+00 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA O 42.00' 197.06' 42.87' 268'49'50" O 35.00' 27.13' 14.29' 44'24'55" O 20.00' 31.42' 20.00' 90'00'00" O 30.00' 47.14' 30.02' 90'01'54" O5 30.00' 47.11' 29.98' 89'58'06" TEMPORARY SUMP DETAIL SCALE: 1"=20' Know whafs mow. 0811 before you dig. I nm O L z • o a �I 1 11n I 1 r 1= I T3 4 I 5 I' w 20 i i Zzmm a'ri wz � JJ JJ LL IJ � JI ' J JJ II I �1�. '- n 3 p G rci) Uli •lira: Ism- u: LL u: LLI _ tiav t I Wm04a'a' ' 11 I ¢omm oN d� H n 3+ Iw 3R ui am an as t 3+ N CL_AR_O DE _ - — LUNA DRIVE . 1 H o I amm mm �' oN R/W� om r oa mm� 2 H 1 2 8" SEWER ' 8 (1YP,) s S s -- 18"DRAIN —I------- 2 11+00 58911. 29"E 1 2 12+00� 381.95' 13+00I 3+00 - — - 18" o DRAIN 8 (TYP,) 11 I I v nw� i n n J m� N LL LL R J,) n II r I 1 tiLL IW rc 'r' IT +1 3+ O )± II ' 15 LL wo Io JJo � o � � oQ JJ ' i < mm 14 mm I 12 i mm 1 2mN G� O 1N MIS mm OaW F N N r� y a i 3 � NN 11 &at CITY �o I o+' ++ `+ I _ oo , 1 5 � I I o IUNTYr--- n {nm Wmm mmm , QUAIL CREEK ROAD F SEE SHEET DROMANA COURT (LOCAL STREET) STA. 10+00.00 C.L. TO 13+81.95 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 414 412 410 408 406 404 402 4DD 398 396 394 392 9+00 20 W 1 13 n` I I $ — 1 1 3 I it 8 1 I 3r DROMANA COURTL RUTH WAY V to Im p �-1- fl—\ E- 7 7 _ p s Iz < I O LENGTH TANGENT I II I ' , 1 m N I 1 0 �>w 27.13' 14.29' 4424'55" O 20.00' 31.42' 20.00' 90,00'00" ® 30.00' 47.14' 30.02' LIT :. 30.00' m r�i LLI O m Q m —� IIIIM�i m ro BC BEGIN CURVE PCC PONT OF COMPOUND CURVATURE m w m ¢�i + O CURVE NUMBER FOR CURVE DESCRIPTION SHEET WHERE APPR%HIAANO END CURVE TC TOP OF CURB �i SECTION R SHOWN m w PONT OF INTERSECTION 1P TOP OF PAVEMENT o+ _ (EXISTING _ _ I o OF VERTICAL CURVE FC FINISH CONCRETE z F w � C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. n rcum u I P.O.C. PONT ON CURVE R/W RIGHT-OF-WAY w m — PA ' 5 SEWER -REFER TO SEWER &STORM DRAIN PLANS 1; E.P. EDGE OF PAVEMENT C/G CURB AND GUTTER ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. © MONUMENT DESCRIPTION - SEE TABLE (&j FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. 0 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. O EASEMENT LEGEND - SEE TABLE C EXISTING SURVEY MONUMENT I___ I NOTf: j s=a 025% I PER C.O.B. SRT. ST -4. (UNLESS OTHERWISE NOTED; REFER TO CONSTRUCT THE FOLLOWING WITH PHASE 1: 5=o 32z /Y �--0 26 SHEET 10 FOR ADA PEDESTRIAN WALKWAY REQUIREMENTS) -SNOW ROAD (INCLUDING THE FULL LANDSCAPE MEDIAN) FOR THE FULL s--asoz —Ic— INSTALL INTERCONNECT CONDUIT PER COB. STD. DETAIL T-33. EXTENT OF THE STREET LYING WITHIN THE TRACTS BOUNDARY. �NTECS 5 > U _ osiz a FURNISH It INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. ---- ----' TRACT BOUNDARY PROPNORTN FLOWLINE d STD. ST -23 AND SPECIAL PROVISION 7-85-10. ' .. -. c: PHASE BOUNDARY S= -0.25z - e FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. _ I- 414 412 410 408 406 404 402 398 396 394 392 14+00 10+00 11+00 12+00 13+00 V J9+00 10+00 11+00 12+00 13+00 14+00 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 0 42.00' 197.06' 42.Br 268'49'50" 0 35.00' 27.13' 14.29' 4424'55" O 20.00' 31.42' 20.00' 90,00'00" ® 30.00' 47.14' 30.02' 90'01'54" O 30.00' 47.11' 29.98' 89'58'06" LEGEND: LEGEND (CONT.): LEGEND (CONT.): ABBREVIATIONS Nm 0 N RI -1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. SID. T-19: "S 'A EDGE OF PAVEMENT FL FLOWUNE POVC PONT ON VERTICAL CURVE "R1-1" - STOP "SS -Y -END SCHOOL ZONE R6-1" -ONE WAY - - - - - - - - - - - SAWCUT CL CENTERLINE EVC BEGIN VERTICAL CURVE Z= r :MCA)' - NO PARKING ANTOINE W14-1 " -ENDELEV SECTION LETTER--- ELEVATION EVC END VERTICAL CURVE - - DEAD END TURN ONLY *M4-2" -� � B.C.R. *C.R BEGIN CURB RETURN PI POINT OF INTERSECTION "R81(CA)" -BIKE LANE - NO OUTLET 'R81(G BIKE - _ SECTION DESIGNATION E.C.R- END CURB RETURN PRC PONT OF REVERSE CURVATURE —__ o STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS Z BC BEGIN CURVE PCC PONT OF COMPOUND CURVATURE ® STORM DRAW MANHOLE -REFER TO SEWER &STORM DRAIN PLANS O CURVE NUMBER FOR CURVE DESCRIPTION SHEET WHERE EC END CURVE TC TOP OF CURB �i SECTION R SHOWN PIVC PONT OF INTERSECTION 1P TOP OF PAVEMENT 77 CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER ® ITEM OF WORK - SEE SCHEDULE I o OF VERTICAL CURVE FC FINISH CONCRETE z F w � C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. n rcum u I P.O.C. PONT ON CURVE R/W RIGHT-OF-WAY w m Q TAPER DATA - SEE TABLE PA PROPERTY UNE A.P. ANGLE PONT 5 SEWER -REFER TO SEWER &STORM DRAIN PLANS 1; E.P. EDGE OF PAVEMENT C/G CURB AND GUTTER ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. © MONUMENT DESCRIPTION - SEE TABLE (&j FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. 0 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. O EASEMENT LEGEND - SEE TABLE C EXISTING SURVEY MONUMENT 1 _ CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINDS NOTf: -t- FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. 025% I PER C.O.B. SRT. ST -4. (UNLESS OTHERWISE NOTED; REFER TO CONSTRUCT THE FOLLOWING WITH PHASE 1: s /Y �--0 26 SHEET 10 FOR ADA PEDESTRIAN WALKWAY REQUIREMENTS) -SNOW ROAD (INCLUDING THE FULL LANDSCAPE MEDIAN) FOR THE FULL 2 FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. —Ic— INSTALL INTERCONNECT CONDUIT PER COB. STD. DETAIL T-33. EXTENT OF THE STREET LYING WITHIN THE TRACTS BOUNDARY. �NTECS 5 > U s 1. -QUAIL CREEK ROAD (INCLUDING PAVEMENT TRANSITIONS) FROM SNOW a FURNISH It INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. ---- ----' TRACT BOUNDARY ROAD TO THE NORTHERN PHASE 1 BOUNDARY. d STD. ST -23 AND SPECIAL PROVISION 7-85-10. ' .. -. c: PHASE BOUNDARY CONSTRUCT THE FOLLOWING WITH PHASE 4: - e FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. -ETCHART ROAD (INCLUDING THE LULL LANDSCAPE MEDIAN) FOR THE FULL I- STD. ST -23 AND SPECIAL PROVISION 7-86-10. - — — — — — - MATCH LINE EXTENT OF THE STREET LYING WITHIN THE TRACTS BOUNDARY. 1 CREEK ROAD (INCLUDING PAVEMENT TRANSITIONS) FROM ETCHART JJ DLL EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS - — - — - —-QUAIL .ROAD TO THE NORTHERN PHASE 1 BOUNDARY. QUAIL CREEK ROAD = Nm 0 N N g© Ow V Z= RUTHBURG WAY SEE SHEET 8 V 0 m 0 M o m LL E SHEET 7 ozm �i o m E (STING I o z F w � � n rcum u I � d G_..-- T aS I Q¢ w m eN m o U 1; 1+' Y 2ii @"�__I__ _. 1__ T 0• g _ _ _.__ +"_ _< 1 _ I � >j I PR POSED NQNE RiH W 025% I '' M s= s /Y �--0 26 e 2 I 3 I 4 �NTECS 5 > U s 1. a 45'34 I d l I- N 1 la 1 r I JJ DLL mq Dora: 3 IJ Nj .:� 1 JI ^"i.. I JI _ N i.:�, JI N`Il ci ra: I Im zt _ _PROPOSED _ 1 o"a amm ... > ILL 3 .� 3m� LLI l 3 -J WI ,ice 3 1 mm 20' 2D 30' 30' 1 3 Q,}/lri �yTi-r tO >- -r .o >� I Q\src�-= S - 3 �m oF_ od cidd /W W It yLR m 1= a Z U ~ a LU > p W +-... 4 8 (tYP') s t 2 s i s SM iw 11+00 5 — - E 8911'29"E — — - — - 'F — S 12+000 133+W 8 (TYP)1 497.16' 14+00 1 - GRAI� n o 118" DRAIN 18• N 1 2 � n ys r Y� I 3 Ir � Ir 'r 1I-- N1 X31 of 3 3�;pN, za t o g 1�_l + a ^t J ^I +I ¢W0 0 0 5 O OPN 3445 � 27 I 26 I 25 24 N I I 00 O I I < o I =d2 1 � F-.- I I I I Jra-•� mm I I I I IJNfA UmN �A I I I ; mmN QUAIL CREEK ROAD 1 ' SEE SHEET 8 k KENWICK STREET (LOCAL STREET) STA. 10+00.00 C.L. TO 14+98.30 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 414 412 410 408 406 404 402 400 20 3 3 4 n yl� a IN I I 1 20' 20 30' 30' I I RUTHBURG W SEE SHEET 6 414 412 410 408 406 1404 0.70% 402 400 398 396 394 392 15+00 YIY 412 410 408 406 404 402 400 398 396 394 392 13+00 14+00 = Nm 0 N N g© Ow V Z= V 0 m 0 M o m LL ozm �i o m E (STING I o z F w � � n rcum u I � d G_..-- T aS I Q¢ w m eN m o w m Y 2ii @"�__I__ _. 1__ T 0• g _ _ _.__ +"_ _< 1 _ I � >j I PR POSED NQNE RiH W 025% I X50% I M s= /Y �--0 26 � bx� K a cj U• fY m �NTECS a� > U a y1Q i 414 412 410 408 406 1404 0.70% 402 400 398 396 394 392 15+00 YIY 412 410 408 406 404 402 400 398 396 394 392 13+00 14+00 = Nm 0 N N g© Ow V Z= V 0 m 0 M o m ozm I_ o Q J U m FwF w m w m Y 2ii @"�__I__ _. 1__ T _..__. g 1 +"_ _< 1 _ .i _ >j m a s o—� —v EXISTING GROUND>� ATIPROXIMAT /Y I CIE bx� K a cj U• fY m �NTECS a� > U y1Q i I f " N " SL -0.26%1 �UTH_F1.OUNE Z O. l _ _PROPOSED _ IS-025Ri1_ �. _...__ ... Wy N_ S 10+00 11+00 12+00 13+00 CONSTRUCTION NOTES: Qi CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 2 CONSTRUCT 5' (LOCAL STREETS) AND 6' (ARTERIAL & COLLECTOR STREETS) COMBINATION SIDEWALK PER C.O.B. STD ST -5. 0 INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. ® CONSTRUCT HANDICAP RAMP PER CALTRANS 2010 STANDARD PLAN R.S.P. A88A—CASE A. O5 CONSTRUCT 6' BLOCK WALL PER WALL CONSTRUCTION PLANS. © SAWCUT EXISTING E.P. PER RESPECTIVE STREET SECTION OR AS DIRECTED BY ENGINEER. 7 INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W-31(CA) SIGN AT BOUNDARY. (IF PHASES ARE NOT CONSTRUCTED SIMULTANEOUSLY) O CONSTRUCT SINGLE FAMILY RESIDENTIAL DRIVE APPROACH PER A.D.A. REQUIREMENTS PER C.O.B. STD. DETAIL ST -7 ON SHEET 10. O PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. to PROTECT IN PLACE ti INSTALL TRAFFIC SIGNAL & INTERCONNECT CONDUITS PER C.O.B. STD. DETAIL T-33 AND T-34. 12 CONSTRUCT TYPE "B5" TACK ON MEDIAN CURB PER K.C.D.S. PLATE NO. 52. 414 412 410 408 406 404 0.50% 402 400 398 396 394 3 92 14+00 15+00 I STA- 16+52.00 C.L. RI 1 7 1 sl�TFOFICAI'&O��\� O4 -0r -A0 VnLI'15 I-1 DT -IL Know what's below. Cal I before you dig. = Nm 0 N N g© Ow V Z= V m 0 M o m ozm o Q J U m FwF w m w m Y � a m g 0 /Y bx� a U a� > U y1Q i N " Z O. Wy N_ S �m W It LU m 1= a Z U ~ a LU > p W O �Za Z CD 0 Z U � w 0 rq U > n Q LU Z CO) LU 3 LU0 0 c 8 F W V U. 0 QUAIL CREEK ROAD SEE SHEET 8 � 1 r ' Z..1� o � I J 19 w J 20 s I n 01 21 I 22 i 23 3-�... Ili QtOG 3aQ n mmd'.'IJ s JI 'c�cg{, JI NN I I oN o� i . 003 + ¢ 6` i.(wm R/W 1 18 DRANi 20;--- I I I I /NII � (nR•) T bb 30• 30• - J S s --S8911'291 s 42.00' 197.06' N n 5 11+00 2, ----------} 2 12+00381.64 y - 14.29' 1 8 O13+00- �1 + N NN ++ � I 17 00 �� N 1 as 16 U N 1 O 84.00' 197.70' 202.08' 14 ryy 35.00' RUTHBURG WAY 90'00'00" - „�.' yy END CURVE TC TOP OF CURB a SECTIM 6 SHOO ROVERTON C 1 > � d o~ � NI 1 15N I I OURT .64 C.L. RUTHBURG WAY SEE SHEET 6 u ;I u S JI 20' 20' 10 iLLl 'o 30' 30' k�l fF 1 �y I 3 3 y I - INTER -SECTION -1 STA. 13+61.64 GL ROVE STA 13+26.00 C.L RUR ,4Tg 11 5 ' 1 2 12 0' 'R CURVE 30• 30• - J DELTA O 42.00' 197.06' tiV _�J r�-)i��r y + I 14.29' nV x NW W 1O > OF 18 �1 + N NN ++ � I 17 00 �� N 1 as 16 U N 1 O 84.00' 197.70' 202.08' 14 O 35.00' RUTHBURG WAY 90'00'00" STORM DRAIN MANHOLE -REFER TO SEWER &STORM DRAIN PLANS Oi CURVE NUMBER FOR CURVE DESCRIPTION .T MMERE EC END CURVE TC TOP OF CURB a SECTIM 6 SHOO ROVERTON C POINT OF INTERSECTION TP TOP OF PAVEMENT CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER ® ITEM OF WORK - SEE SCHEDULE OF VERTICAL CURVE FC FINISH CONCRETE (LOCAL STREET) P.O.C. POINT ON CURVE R/W RIGHT-OF-WAY STA. 10+00.00 C.L. TO 13+81 O TAPER DATA - SEE TABLE PA SCALE: 1" = 50' HORIZONTAL _ . s SEWER - REFER TO SEWER & STORM DRAIN PLANS 1" = 5' VERTICAL 1 > � d o~ � NI 1 15N I I OURT .64 C.L. RUTHBURG WAY SEE SHEET 6 u ;I u S JI 20' 20' 10 iLLl 'o 30' 30' k�l fF 1 �y I 3 3 y I - INTER -SECTION -1 STA. 13+61.64 GL ROVE STA 13+26.00 C.L RUR ,4Tg 11 5 ' 1 2 12 0' 'R CURVE 30• 30• LENGTH N DELTA O 42.00' 197.06' tiV _�J r�-)i��r 35.00' + I 14.29' �- 14 20.00' m r------------ �� O '� 13.70' 6.94' 1 O 84.00' 197.70' 202.08' 134'51'11' O 35.00' RUTHBURG WAY 90'00'00" 414 412 941142 410 410 406 APPROXIMATE1 408EXISNGDLN ®CENEINE 406406°-F4W 404 --- 404 w I �� 402 1 _-_��- - �_-'L-� _ M r 402 --I - = - " - I OPOSED �OR1H FLIIWLINE 400 -I _ a 400 398I- i - - _ _ +--i+�!, I 396 398 �xs 396 � I I I ' 394 - 394 9+00 10+00 11+00 0 --- 11--+ 0 0 �yI -IIi 120+.25080.. It -� -II 13+I -0-0 3929 +Ir1III0� 1hM�oM- a v 14 +-�i1 04430 414 41109 4 412 410 410 - 406 ROMMATE mry EXISTING 408 z 268 iw 404 404 s 402 402 I PROPOSED SOUTH FUO*JNE 400 400 3839896 -- 3 396 394 3942 - - - 0 10+00 11+00 12+00 13+00 14+00 4 p� r URLANE COUI \13+30.84 C.L. ALLENMEIR COURT J -- P.R.C. ---_: STA. 9+77.35 C.L. 87.1 STA. 8+80,99 F.L. B.C. 6 414 412 410 408 406 404 402 400 398 396 394 392 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA O 42.00' 197.06' 42.87' 268'49'50" (2 35.00' 27.13' 14.29' 4424'55" 3 20.00' 31.42' 20.00' 90'00'00" O 35.00' 13.70' 6.94' 2225'35 O 84.00' 197.70' 202.08' 134'51'11' O 35.00' 54.98' 35.00' 90'00'00" LEGEND: LEGEND (CONT.): LEGEND (CONT.: BBMAIl� RI -1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: '7' '2' EDGE OF PAVEMENT FL BOWLINE PoVC POINT ON VERTICAL CURVE i *RI -I" - STOP "S5-2" - END SCHOOL ZONE R6I - ONE WAY - - - - - - - - - - - SAWOUT CL CENTERLINE 8VC BEGIN VERTICAL CURVE COURT 'R2 CA" - NO PARKING ANYTIME "W31(CA)" - END SECTION lEiiER ELEV ELEVATION EVC END VERTICAL CURVE HORIZONTAL "R3�SR� -RICHT TURN ONLY 'WI4-2" A B.C.R. BEGIN CURB RETURN PI POINT Of INTERSECTION R81(CAY -BIKE LANE - NO OUTLET _ _ SECTION DESIGNATION E.CR. END CURB RETURN PRC POINT OF REVERSE CURVATURE ___ D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS 2 BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE ® STORM DRAIN MANHOLE -REFER TO SEWER &STORM DRAIN PLANS Oi CURVE NUMBER FOR CURVE DESCRIPTION .T MMERE EC END CURVE TC TOP OF CURB SECTIM 6 SHOO PIVD POINT OF INTERSECTION TP TOP OF PAVEMENT CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER ® ITEM OF WORK - SEE SCHEDULE OF VERTICAL CURVE FC FINISH CONCRETE C.O.B. STD. D-14, UNLESS NOTED OTHERWISE P.O.C. POINT ON CURVE R/W RIGHT-OF-WAY O TAPER DATA - SEE TABLE PA PROPERTY UNE A.P. ANGLE POINT _ . s SEWER - REFER TO SEWER & STORM DRAIN PLANS E.P. EDGE OF PAVEMENT C/G CURB AND GUTTER ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. D MONUMENT DESCRIPTION - SEE TABLE Q FURNISH & INSTALL SURVEY MONUMENT PER C0.8. STD. ST -13. 0 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. O EASEMENT LEGEND - SEE TABLE EXISTING SURVEY MONUMENT CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WANDS NOTEL + FURNISH & INSTALL STREET SIGN PER C.O.B. SID. T-1. � PER C.O.B. SM. ST -4. (UNLESS OTHERWISE NOTED; REFER TO CONSTRUCT THE FOLLOWING WITH PHASE t: SHEET 10 FOR ADA PEDESTRIAN WALKWAY REQUIREMENTS) -SNGW ROAD (INCLUDING THE FULL LANDSCAPE MEDIAN) FOR THE FULL FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T -t. IC INSTALL INTERCONNECT CONDUIT PER C.O.B. STD. DETAIL T-33. EXTENT OF THE STREET LYING WITHIN THE TRACTS BOUNDARY. -WAIL CREEK ROAD (INCLUDING PAVEMENT TRANSITIONS) FROM SNOW -0- FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. - - - - - - - - - TRACT BOUNDARY ROAD TO THE NORTHERN PHASE 1 BOUNDARY. STD. ST -23 AND SPECIAL PROVISION 7-66-10 PHASE BOUNDARY CONSTRUCT THE FOLLOWING WITH PHASE 4: -E3- FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. -ETCHART ROAD (INCLUDING THE FULL LANDSCAPE MEDIAN) FOR THE FULL SM. ST -23 AND SPECIAL PROVISION 7-86-10. MATCH UNE EXTENT OF THE STREET LYING WITHIN THE TRACT'S BOUNDARY. -QUAIL CREDO ROAD (INCLUDING PAVEMENT TRANSITIONS) FROM ETCHART EXISTING STREET LIGHT PER SEPARATE APPRGVED STREET PLANS - - - CENTERLINE ROAD TO THE NORTHERN PHASE 1 BOUNDARY. STA. 9+80.00 CL STA 8+7529 F.L. j3 N y A Irk }¢ O v I 3 II Y 29 ( glm I R � JJ 3+8854yf.L q I � I '- tiLL 00 Rr. nw 1 20 20 � o 30 0 add Ilo D.40 RT = t+ III RUTHBURG WAY n 1 I ,I ,20: I. 2 1 1 - n m mm m`I wt 30' F M � COURT V 1 � TO 12+86.17 0 HORIZONTAL VERTICAL 4 m `8 ai w G a� o N may 3 I M -pp, I 6I 2 +o 0 8 TY'P.r -.... I. --.J -�s - s oo _-- - + --+ wn+ao-, - o � -1z+00 zas.rT- 20' SEWER EASEMENT 11 N.O.R.SD. ALLCOURT SEE SHE T A M B U R L SEE SHEET 6 (LOCAL STA. 10+00.00 C.L SCALE: 1" = 50' 1" = 5' E.G. 16 STA. 13+06.17 CL 100.40 LT STA. 14+10.87 FL P.R.C. STA. 13+08.81 C.L. 87.05 LT. _ STA. 13+97.17 F.L. L 'N .URL L li K] s STA. 10+00.00 C.L. RUTHBURG WAY R, 15 ANE JJ�< 14 n N - n m mm m`I wt '3771 F M � COURT STREET) TO 12+86.17 C.L. HORIZONTAL VERTICAL 9+00 11+00 12+00 13+00 414 412 410 408 406 404 402 400 398 396 394 392 JJG 10+00 CONSTRUCTION NOTES: Q CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B.. STD ST -1 O CONSTRUCT 5' (LOCAL STREETS) AND 6' (ARTERIAL & COLLECTOR STREETS) COMBINATION SIDEWALK PER C.O.B. STD ST -5. Q INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. ® CONSTRUCT HANDICAP RAMP PER CALTRANS 2010 STANDARD PLAN R.S.P. A88A-CASE A. Q5 CONSTRUCT 6' BLOCK WALL PER WALL CONSTRUCTION PLANS. ©SAWCUT EXISTING E.P. PER RESPECTIVE STREET SECTION OR AS DIRECTED BY ENGINEER. 7 INSTALL TIDE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W-31(CA) 0 SIGN AT BOUNDARY. (IF PHASES ARE NOT CONSTRUCTED SIMULTANEOUSLY) 8 CONSTRUCT SINGLE FAMILY RESIDENTIAL DRIVE APPROACH PER A.D.A. 0 REQUIREMENTS PER C.O.B. STD. DETAIL ST -7 ON SHEET 10. O PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. t0 PROTECT IN PLACE 11 INSTALL TRAFFIC SIGNAL & INTERCONNECT CONDUITS PER C.O.B. STD. DETAIL T-33 AND T-34. 12 CONSTRUCT TYPE "B5" TACK ON MEDIAN CURB PER K.C.D.S. PLATE NO. 52. 11+00 12+00 13+00 14+00 04-eg-so }a ,i ..nm ..m. %�. J 414 412 410 408 406 404 402 400 398 396 394 392 Know. what's below. Call before you dig. 0)? O J w ill SNOW ROAD SEE SHEET 10 1 DELTA o 42.00' o F IN 268'49'50" O 35.00' � I 4424'55" Q I 5 I � I \VINWJ D] 90'00'00" 4 _.. r ' Y 35.00' W N K li N 1� WSAPPROXIMATE R06RWND 'w I I � B.C.R. P + ®CItERU NE0 V3w1 'W(CA). - BIKE LANE W14-2" - NO OUTLET _ _ _ _ _aA:CiKAN DESIGNATION 3 ++ I N TIN o H I \�! r iI I I � (I U I Ip I I N I pl I Il i� SNOW ROAD SEE SHEET 10 a 1 ALLENMEIR COURT (LOCAL STREET) STA. 10+00.00 C.L. TO 13+30.84 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 414 - - --- 414 412 I 410 408 406 404 402 <: 412 410 408 406 ^I 404 402 400 s --loss% I i i � 400 39 C 398 396 ---��— —II 396 I I I i 394 394 i 3921 J — _ 392 9+00 10+00 11+00 12+00 414 412 410 408 406 404 402 400 398 396 394 TAMBURLANE COURT SEE SHEET 5 CURVE RADIUS LENGTH TANGENT DELTA O 42.00' 197.06' 42.87' 268'49'50" O 35.00' 27.13' 14.29' 4424'55" Q 20.00' 31.42' \VINWJ D] 90'00'00" 4 _.. r ' Y 35.00' W N K li N 1� WSAPPROXIMATE R06RWND I 0o r o0 B.C.R. P + ®CItERU NE0 'W(CA). - BIKE LANE W14-2" - NO OUTLET _ _ _ _ _aA:CiKAN DESIGNATION 3 ++ F W N- - TII - - - STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS I \�! r s4a2Bx R��a ��— STORM DRAIN MANHOLE -REFER TO SEWER &STORM DRAIN PLANS wG]NN <: 412 410 408 406 ^I 404 402 400 s --loss% I i i � 400 39 C 398 396 ---��— —II 396 I I I i 394 394 i 3921 J — _ 392 9+00 10+00 11+00 12+00 414 412 410 408 406 404 402 400 398 396 394 TAMBURLANE COURT SEE SHEET 5 414 412 410 408 406 404 402 400 398 396 394 32 20' SEWER EASEMENT TAMBURLANE COURT 13 I —J01 20' SEWER EASEMENT- ; TO N.O.R.S.D. 14 C.L. RUI 18URG W C.L. TAMBURLANE 1 N I JJ JJ Jj� C yl I+� OO b1O {IZ nIt inn gjm o+++ nl ao 3 b)" ly v�y ayy N a IL -- -------O 4 11+00-- 2 _— F— W ---:—I---- --500'48'31:W- ----,• 326.00' 15 _PF1/VS r 2 NOTE: PHASES 1 & 2 IMPROVEMENTS WILL BE CONSTRUCTED SIMULTANEOUSLY. 416 F ---I — r CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA O 42.00' 197.06' 42.87' 268'49'50" O 35.00' 27.13' 14.29' 4424'55" Q 20.00' 31.42' 20.00' 90'00'00" 4 35.00' 54.98' 35.00' 90'00'00" CA)' - NO PARKING ANYTIME ^W31 CA" -END 'WI4-1' 14 BEV I 0o w N o0 B.C.R. I w o+ I o0 m m 'W(CA). - BIKE LANE W14-2" - NO OUTLET _ _ _ _ _aA:CiKAN DESIGNATION 3 ++ END CURB RETURN PRC POINT OF REVERSE CURVATURE —__ o STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS rc r ANN R��a ��— STORM DRAIN MANHOLE -REFER TO SEWER &STORM DRAIN PLANS wG]NN — END CURVE TO TOP OF CURB __- 4 I PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT 3 4 F___�IN 3_SEWER $ O 3 s OXIMATE P.O.C. POINT ON CURVE R/W RIGHT-OF-WAY F SEWER -REFER TO SEWER &STORM DRAIN PLANS QTAPER DATA - SEE TABLE PA PROPERTY UNE A.P. ANGLE POINT T E.P. EDGE OF PAVEMENT C/G CURB AND GUTTER ® ' ' QQ FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. ® SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS O EASEMENT LEGEND - SEE TABLE c£" C3 N CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS ®gEMIERLme + 1- '1- PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED; REFER TO CONSTRUCT THE FOLLOWING WITH PHASE 1: -- SHEET 10 FOR ADA PEDESTRIAN WALKWAY REQUIREMENTS) -SNOW ROAD (INCLUDING THE FULL LANDSCAPE MEDIAN) FOR THE FULL FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. INSTALL INTERCONNECT CONDUIT PER C.O.B. STD. DETAIL T-33. EXTENT OF 714E STREET LYING 'WITHIN THE TRACT'S BOUNDARY. -QU- CREEKAD BOUNDARY.ENT NSTIOlS) FROM SNOW NORTAD HERN —Ic— FURNISH &INSTALL STREET TIGHT -5800 LUMEN PER C.O.B. - - — - - — - - - TRACT BOUNDARY PHASE 1NCWDING ROAIL TO THE L _: PHASE BOUNDARY 5-0.60% -� N- .. s zsx S 2 - - - - - _ __ EXTENT OF THE STREET LYING WITHIN THE TRACTS BOUNDARY. -rte&25 - -_ ; CREEK ROAD (INCLUDING PAVEMENT TRANSITIONS) FROM ETCHART EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS - - - —-QUAL ROAD TO THE NORTHERN PHASE 1 BOUNDARY. OS€I-EAST-F[1�WUNE - -- E I W�Ji I—T � C - - - - I 414 412 410 408 406 404 402 400 398 396 394 32 20' SEWER EASEMENT TAMBURLANE COURT 13 I —J01 20' SEWER EASEMENT- ; TO N.O.R.S.D. 14 C.L. RUI 18URG W C.L. TAMBURLANE 1 N I JJ JJ Jj� C yl I+� OO b1O {IZ nIt inn gjm o+++ nl ao 3 b)" ly v�y ayy N a IL -- -------O 4 11+00-- 2 _— F— W ---:—I---- --500'48'31:W- ----,• 326.00' 15 _PF1/VS r 2 NOTE: PHASES 1 & 2 IMPROVEMENTS WILL BE CONSTRUCTED SIMULTANEOUSLY. 416 F ---I — r CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA O 42.00' 197.06' 42.87' 268'49'50" O 35.00' 27.13' 14.29' 4424'55" Q 20.00' 31.42' 20.00' 90'00'00" 4 35.00' 54.98' 35.00' 90'00'00" II-- a-0043LLfIr o I g� J � Fr�i� oi: o¢ 'g 16 13 N12 13 11 O Urn i y� RUTHBURG WAY (LOCAL STREET) STA. 10+00.00 C.L. TO 16+00.00 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL I I IJ 23 p 24 I$ 1 _s 8" SEWER s (TP.)�ei. 15+00 I 274.00'I ROVERTON COURT �J SEE SHEET 5 21 11+00 12+00 13+00 Ilk LEGEND (CONT.): LEGEND (CONT.1: ABBREVIATIONS 8 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. SID. T-19: c ¢ I 11 i n + N ,J -4 CA)' - NO PARKING ANYTIME ^W31 CA" -END 'WI4-1' 14 BEV � LL 0o w N o0 B.C.R. I w o+ I o0 m m 'W(CA). - BIKE LANE W14-2" - NO OUTLET _ _ _ _ _aA:CiKAN DESIGNATION 3 ++ END CURB RETURN PRC POINT OF REVERSE CURVATURE —__ o STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS rc r ANN R��a ��— STORM DRAIN MANHOLE -REFER TO SEWER &STORM DRAIN PLANS wG]NN — END CURVE TO TOP OF CURB __- 4 I PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT 3 4 CONSTRUCT TYPE 'A" CATCH BASIN WITH 3.5' OPENING PER 3_SEWER $ 3 s s P.O.C. POINT ON CURVE R/W RIGHT-OF-WAY s II-- a-0043LLfIr o I g� J � Fr�i� oi: o¢ 'g 16 13 N12 13 11 O Urn i y� RUTHBURG WAY (LOCAL STREET) STA. 10+00.00 C.L. TO 16+00.00 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL I I IJ 23 p 24 I$ 1 _s 8" SEWER s (TP.)�ei. 15+00 I 274.00'I I�^ c-ro,n 11n 10 rI \ N t 392 �J 9+00 10+00 11+00 12+00 13+00 Ilk LEGEND (CONT.): LEGEND (CONT.1: ABBREVIATIONS RI -1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. SID. T-19: 16 EDGE OF PAVEMENT ¢ y i - STM' 'S5 -Y - END SCHOOL ZONE R6-1" - ONE WAY + CL CENIERUNE BVC BEGIN VERTICAL CURVE I�^ c-ro,n 11n 10 rI \ N t 11+00 12+00 13+00 CONSTRUCTION NOTES: Qi CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 2 CONSTRUCT 5' (LOCAL STREETS) AND 6' (ARTERIAL & COLLECTOR STREETS) O COMBINATION SIDEWALK PER C.O.B. STD ST -5. O3 INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. O CONSTRUCT HANDICAP RAMP PER CALTRANS 2010 STANDARD PLAN R.S.P. A68A-CASE A. ® CONSTRUCT 6' BLOCK WALL PER WALL CONSTRUCTION PLANS. © SAWCUT EXISTING E.P. PER RESPECTIVE STREET SECTION OR AS DIRECTED BY ENGINEER. O INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W-31(CA) SIGN AT BOUNDARY. (IF PHASES ARE NOT CONSTRUCTED SIMULTANEOUSLY) O CONSTRUCT SINGLE FAMILY RESIDENTIAL DRIVE APPROACH PER A.D.A. REQUIREMENTS PER C.O.B. STD. DETAIL ST -7 ON SHEET 10. O PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. ,0 PROTECT IN PLACE ,t INSTALL TRAFFIC SIGNAL & INTERCONNECT CONDUITS PER C.O.B. STD. DETAIL T-33 AND T-34. 72 CONSTRUCT TYPE "B5" TACK ON MEDIAN CURB PER K.C.D.S. PLATE NO. 52. 73 CONSTRUCT MEDIAN LANDSCAPE/HARDSCAPE PER PER K.C.D.S. PLATE NO. L-14. 14+00 15+00 EXP.10/14&/ oft—of—Sal u TyT FS 11, j T s a I 16+00 416 414 412 410 408 406 404 402 400 398 396 394 392 416 414 412 410 408 406 404 402 400 398 396 394 392 i O Know wnars below. 0811 before you dig. 1 392 9 9+00 10+00 11+00 12+00 13+00 LEGEND: LEGEND (CONT.): LEGEND (CONT.1: ABBREVIATIONS RI -1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. SID. T-19: 16 EDGE OF PAVEMENT FL FLOWLINE POVC POINT ON VERTICAL CURVE i - STM' 'S5 -Y - END SCHOOL ZONE R6-1" - ONE WAY - - - - - - - - SAT CL CENIERUNE BVC BEGIN VERTICAL CURVE CA)' - NO PARKING ANYTIME ^W31 CA" -END 'WI4-1' SECT" LL BEV ELEVATION EVC END VERTICAL CURVE "R 3 -5R - RIGHT TURN ONLY -DEAD END B.C.R. BEGIN CURB RETURN PI POINT OF INTERSECTION 'W(CA). - BIKE LANE W14-2" - NO OUTLET _ _ _ _ _aA:CiKAN DESIGNATION EC.R. END CURB RETURN PRC POINT OF REVERSE CURVATURE —__ o STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE ® STORM DRAIN MANHOLE -REFER TO SEWER &STORM DRAIN PLANS Oj CURVE NUMBER FOR CURVE DESCRIPTION SHEET INtRE EC END CURVE TO TOP OF CURB �C80N 6 SHOWN PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT CONSTRUCT TYPE 'A" CATCH BASIN WITH 3.5' OPENING PER ® ITEM OF WORK - SEE SCHEDULE OF VERTICAL CURVE FC FINISH CONCRETE C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. P.O.C. POINT ON CURVE R/W RIGHT-OF-WAY s SEWER -REFER TO SEWER &STORM DRAIN PLANS QTAPER DATA - SEE TABLE PA PROPERTY UNE A.P. ANGLE POINT E.P. EDGE OF PAVEMENT C/G CURB AND GUTTER ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS © MONUMENT DESCRIPTION - SEE TABLE QQ FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. ® SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS O EASEMENT LEGEND - SEE TABLE EXISTING SURVEY MONUMENT CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS NOTE. + FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED; REFER TO CONSTRUCT THE FOLLOWING WITH PHASE 1: SHEET 10 FOR ADA PEDESTRIAN WALKWAY REQUIREMENTS) -SNOW ROAD (INCLUDING THE FULL LANDSCAPE MEDIAN) FOR THE FULL FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. INSTALL INTERCONNECT CONDUIT PER C.O.B. STD. DETAIL T-33. EXTENT OF 714E STREET LYING 'WITHIN THE TRACT'S BOUNDARY. -QU- CREEKAD BOUNDARY.ENT NSTIOlS) FROM SNOW NORTAD HERN —Ic— FURNISH &INSTALL STREET TIGHT -5800 LUMEN PER C.O.B. - - — - - — - - - TRACT BOUNDARY PHASE 1NCWDING ROAIL TO THE STD. ST -23 AND SPECIAL PROVISION 7-86-10. _: PHASE BOUNDARY CONSTRUCT THE FOLLOWING WITH PHASE 4: -� FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. .. -ETCHART ROAD (INCLUDING THE FULL LANDSCAPE MEDIAN) FOR THE FULL STD. ST -23 AND SPECIAL PROVISION 7-86-10. - - - - - - - MATCH LINE EXTENT OF THE STREET LYING WITHIN THE TRACTS BOUNDARY. CREEK ROAD (INCLUDING PAVEMENT TRANSITIONS) FROM ETCHART EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS - - - —-QUAL ROAD TO THE NORTHERN PHASE 1 BOUNDARY. 11+00 12+00 13+00 CONSTRUCTION NOTES: Qi CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 2 CONSTRUCT 5' (LOCAL STREETS) AND 6' (ARTERIAL & COLLECTOR STREETS) O COMBINATION SIDEWALK PER C.O.B. STD ST -5. O3 INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. O CONSTRUCT HANDICAP RAMP PER CALTRANS 2010 STANDARD PLAN R.S.P. A68A-CASE A. ® CONSTRUCT 6' BLOCK WALL PER WALL CONSTRUCTION PLANS. © SAWCUT EXISTING E.P. PER RESPECTIVE STREET SECTION OR AS DIRECTED BY ENGINEER. O INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W-31(CA) SIGN AT BOUNDARY. (IF PHASES ARE NOT CONSTRUCTED SIMULTANEOUSLY) O CONSTRUCT SINGLE FAMILY RESIDENTIAL DRIVE APPROACH PER A.D.A. REQUIREMENTS PER C.O.B. STD. DETAIL ST -7 ON SHEET 10. O PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. ,0 PROTECT IN PLACE ,t INSTALL TRAFFIC SIGNAL & INTERCONNECT CONDUITS PER C.O.B. STD. DETAIL T-33 AND T-34. 72 CONSTRUCT TYPE "B5" TACK ON MEDIAN CURB PER K.C.D.S. PLATE NO. 52. 73 CONSTRUCT MEDIAN LANDSCAPE/HARDSCAPE PER PER K.C.D.S. PLATE NO. L-14. 14+00 15+00 EXP.10/14&/ oft—of—Sal u TyT FS 11, j T s a I 16+00 416 414 412 410 408 406 404 402 400 398 396 394 392 416 414 412 410 408 406 404 402 400 398 396 394 392 i O Know wnars below. 0811 before you dig. 1 416 414 412 410 408 406 404 402 400 398 396 394 392 416 414 412 410 408 406 404 402 400 398 396 394 392 CASELLA STREET SEE SHEET 3 tl n II yyr{ 30' 30' T N LL 5 LL J LL 10 LL ^.I i5 LL 1 INS TEMPORARY 10 SLIP I o o m m o o I m l I $ BE INSTALLED WITH g pm q Y��j p p PHASE 3 AND REMOVED W DYJ' OL ZI`n �� N NN I YY +O} +±± ++ WITH PHASE 4 m 1 y "i N I W N NN N m r (SEE DETAIL ON SHEET 3) r I a =� R/W d' i;t;5 tidd 3 1 add R/W d Lady� 1 1 s 8' SEWER 2 1 5 7 o o s 4 4 1 e SEWER 5 2 1 = 7 31'W "'002 1 2200. M 326.ovj-DRAIN S00'46'31"Wi� I' 24+000 6 (Ty}) 25 3 R/W� �. n 0 g7 6W II 19+00 20+00 ON LEGEND: N�¢N2 LEGEND (CONTA OW Hr] WN yi W~ N FLOWLINE POI POINT W VERTICAL WRVS 1N VI 41I $ KENNACK STREET CENTERUNE BVC BEGIN VERTICAL CURVE 00 *01 CA)" - END i226(CA " - NO PARKING ANYTIME (W14-1" phi IN ELEV ELEVATION EVC END VERTICAL CURVE IN DROMANA COURT B.C.R. BEGIN CURB RETURN PI POINT OF INTERSECTION Nf RB1(CA)" -BIKE LANE - NO OUTLET EGBON DESIGNATIONE.C.R. aA 6 # �+ + g PmY ��Nmm' BC O 8A< ® STORM DRAIN MANHOLE -REFER TO SEVER &STORM DRAIN PLANS 7 EC o SEE SHEET 4 NN I FST PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER ® ITEM OF WORK -SEE SCHEDULE SEE SHEET 4 1P 1 I r � ^' P r.r-\ IS.r 20' 20' r) n SEWER -REFER TO SEWER &STORM DRAIN PLANS I �'<dd <¢I pp4 -r ��"n< 4 _�� n n LL I EP. EDGE OF PAVEMENT C/G CURB AND GUTTER � � SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. � 30' 30' I —_____ J—__ SEWER CLEANOUT TO SEWER &STORM DRAIN PLANS O EASEMENT LEGEND - SEE TABLE O _ _ WIDFER CONSTRUCT 18'ST-4.WIDTH DRIVEWAY W/3O BOTTOM 20' 20' FURNISH &INSTALL STREET SIGN PER C.O.B. SFO. T-1. ED; PER C.O.B. STD. ST -4. (UNLESS NOTED; REFER TO CONSTRUCT FOLLOWING WITH PHASE 1: J J RUTHBURG O WALKWAY SHEET 10 FOR AOA PEDESTRIAN WALKWAY REQUIREMENTS) AD -SNOW ROAD (INCLUDING THE FULL LANDSCAPE MEDIAN) FOR THE FULL + J___—__ Ic WAY 30 30 FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. — ' - — - - — - — TRACT BOUNDARY ROAD TO THE NORTHERN PHASE 1 BOUNDARY. STD. ST -23 AND SPECIAL PROVISION 7-86-10. -.-. PHASE BOUNDARY CONSTRUCT THE FOLLOWING WITH PHASE 4: -a- FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. -ETCHART ROAD (INCLUDING THE NU_ LANDSCAPE MEDIAN) FOR THE FULL SFO. ST -23 AND SPECIAL PROVISION 7-86-10. s — — — — O+ EXTENT OF THE STREET LYING WITHIN THE TRACTS BOUNDARY. -WALL CREEK ROAD (INCLUDING PAVEMENT TRANSITIONS) FROM ETCHART TEMPORARY SUMP R CENTERLINE W o �I mm W N � „ L �� TO BE INSTALLED �.� ai W W K Y U LL WITH PHASE 1 AND " n IN 0o Q Im cidd `rni m I oo go REMOVID YOUTH o0 1 �I Tn 1 m O N PHA 3 (SEE 6 1 °' i wpm+ OE'fAIL qJ SHEET B) r" m a� 41N �. 41 mNN } I OD OD N n F 3m Q Z U 1 1 O > Q+ � F F 1 I 1 ¢ W Z m U C7 0 =o W c Lu W cr + o > E_ G 4 I 4 N 2 1 7 fH a SEWER 4 4 Qj s s q X 5 — s .�.__ OD _—�_--_—__ I1�z V _ —�Y--- m16 QO' r 7 17+00 2 1 S00'48'31"W 18+00 19+00 8 0326.00 20+00 S N SDO'48'31^N 520D'/ 3 '. R/W w+ + 3+ ma o �i '4' -J.3 J..il¢ OF I OF J..S I41 F NH. OFA p1LL I VI ml Nz UILL LL m I zV o$ v Y om / R7, g8 8 J7 1 mm mmol . I h �'. mw wI , } addl 1 add �� J ¢dd zFF RI-il l -ill zFF �hh I I �. I �I 416 414 412 410 408 406 404 402 400 398 396 394 392 416 414 412 410 408 406 404 402 400 398 396 394 392 CASELLA STREET SEE SHEET 3 tl n II yyr{ 30' 30' T N LL 5 LL J LL 10 LL ^.I i5 LL 1 INS TEMPORARY 10 SLIP I o o m m o o I m l I $ BE INSTALLED WITH g pm q Y��j p p PHASE 3 AND REMOVED W DYJ' OL ZI`n �� N NN I YY +O} +±± ++ WITH PHASE 4 m 1 y "i N I W N NN N m r (SEE DETAIL ON SHEET 3) r I a =� R/W d' i;t;5 tidd 3 1 add R/W d Lady� 1 1 s 8' SEWER 2 1 5 7 o o s 4 4 1 e SEWER 5 2 1 = 7 31'W "'002 1 2200. M 326.ovj-DRAIN S00'46'31"Wi� I' 24+000 6 (Ty}) 25 3 R/W� �. n (LOCAL STREET) STA. 16+00.00 C.L. TO 29+46.00 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 10 a ALBION COURT SEE SHEET 3 LATERA COURT SEE SHEET 2 � pli Liv: 9 pU N 8 8 CJ + + N NN N1 W�N ."N phl<.. SIN m d N N 3 add Rey < add circ r W �f~/1 � 4) dhN m41m m 4 4 p o 2 1 5 5 5 26+0027+00 50048'31"W 28+00 316.00' 29+00 2 0 0 g7 6W N 19+00 20+00 ON LEGEND: N�¢N2 LEGEND (CONTA OW Hr] WN yi W~ N FLOWLINE POI POINT W VERTICAL WRVS 1N VI 41I - - - - - - - SAWCUT 41{ CENTERUNE BVC BEGIN VERTICAL CURVE 00 *01 CA)" - END i226(CA " - NO PARKING ANYTIME (W14-1" phi IN ELEV ELEVATION EVC END VERTICAL CURVE IN -DEAD "R3-SR�- RIGHT TURN ONLY 'YW4-2" B.C.R. BEGIN CURB RETURN PI POINT OF INTERSECTION Nf RB1(CA)" -BIKE LANE - NO OUTLET EGBON DESIGNATIONE.C.R. aA 6 # �+ + g PmY ��Nmm' BC O 8A< ® STORM DRAIN MANHOLE -REFER TO SEVER &STORM DRAIN PLANS 7 EC YN 6 NN I FST PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER ® ITEM OF WORK -SEE SCHEDULE o+ 1 1 1P 1 I r � ^' P r.r-\ IS.r � r) QQQ I._.. ainh SEWER -REFER TO SEWER &STORM DRAIN PLANS I �'<dd <¢I pp4 -r ��"n< 4 _�� N� I r � P r-rl- LL Y m EP. EDGE OF PAVEMENT C/G CURB AND GUTTER � � SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. � Q I ® SEWER CLEANOUT TO SEWER &STORM DRAIN PLANS O EASEMENT LEGEND - SEE TABLE O EXISTING SURVEY MONUMENT WIDFER CONSTRUCT 18'ST-4.WIDTH DRIVEWAY W/3O BOTTOM NSNS: FURNISH &INSTALL STREET SIGN PER C.O.B. SFO. T-1. ED; PER C.O.B. STD. ST -4. (UNLESS NOTED; REFER TO CONSTRUCT FOLLOWING WITH PHASE 1: J J RUTHBURG O WALKWAY SHEET 10 FOR AOA PEDESTRIAN WALKWAY REQUIREMENTS) AD -SNOW ROAD (INCLUDING THE FULL LANDSCAPE MEDIAN) FOR THE FULL + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. SFO. T-1. Ic WAY EXTENT OF THE STREET LYING WITHIN THE TRACTS BOUNDARY. -WAIL GREEK ROAD (INCLUDING PAVEMENT TRANSITIONS) FROM SHOW FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. (LOCAL STREET) STA. 16+00.00 C.L. TO 29+46.00 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 10 a ALBION COURT SEE SHEET 3 LATERA COURT SEE SHEET 2 � pli Liv: 9 pU N 8 8 CJ + + N NN N1 W�N ."N phl<.. SIN m d N N 3 add Rey < add circ r W �f~/1 � 4) dhN m41m m 4 4 p o 2 1 5 5 5 26+0027+00 50048'31"W 28+00 316.00' 29+00 2 0 0 g7 6W p p 1� 19+00 20+00 J LEGEND: (00 LEGEND (CONTA ABBREMATIONS Hr] N p FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. SMT-19: /1 '/ EDGE OF PAVEMENT N FLOWLINE POI POINT W VERTICAL WRVS 197.70' II III 1j e a IW STA 30+57.01 F.L. 7 F -Or 0 LI. = 5 A ITe 16+00 17+00 18+00 19+00 20+00 J LEGEND: (00 LEGEND (CONTA ABBREMATIONS O N p FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. SMT-19: /1 '/ EDGE OF PAVEMENT FL FLOWLINE POI POINT W VERTICAL WRVS 197.70' 'R1-1. - S70P "S5-2" - END SCHOOL ZONE "R6-1' -ONE WAY - - - - - - - SAWCUT CL CENTERUNE BVC BEGIN VERTICAL CURVE Jli *01 CA)" - END i226(CA " - NO PARKING ANYTIME (W14-1" phi IN ELEV ELEVATION EVC END VERTICAL CURVE -DEAD "R3-SR�- RIGHT TURN ONLY 'YW4-2" B.C.R. BEGIN CURB RETURN PI POINT OF INTERSECTION Iy RB1(CA)" -BIKE LANE - NO OUTLET EGBON DESIGNATIONE.C.R. aA o �R _ _ _ p PmY BC BEGIN. CURVE PCC POINT OF COMPOUND CURVATURE ® STORM DRAIN MANHOLE -REFER TO SEVER &STORM DRAIN PLANS O CURVE NUMBER FOR CURVE DESCRIPTION 9&ET WRQ EC YN NN I FST PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER ® ITEM OF WORK -SEE SCHEDULE ai-ilti OF VERTICAL WRVS FC FINISH CONCRETE 1P nh P.O.C. POINT ON CURVE R/W RIGHT-OF-WAY1 STA 30+57.01 F.L. 7 F -Or 0 LI. = 5 A ITe A4& 16+00 17+00 18+00 19+00 20+00 6 LEGEND: LEGEND CONT.): LEGEND (CONTA A4& 25+00 26+00 27+00 28+00 CONSTRUCTION NOTES: Qi CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 O CONSTRUCT 5' (LOCAL STREETS) AND 6' (ARTERIAL & COLLECTOR STREETS) COMBINATION SIDEWALK PER C.O.B. STD ST -5. O3 INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. ® CONSTRUCT HANDICAP RAMP PER CALTRANS 2010 STANDARD PLAN R.S.P. A88A-CASE A. QS CONSTRUCT 6' BLOCK WALL PER WALL CONSTRUCTION PLANS. 6 SAWCUT EXISTING E.P. PER RESPECTIVE STREET SECTION OR AS DIRECTED BY ENGINEER. O INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W-31(CA) SIGN AT BOUNDARY. (IF PHASES ARE NOT CONSTRUCTED SIMULTANEOUSLY) © CONSTRUCT SINGLE FAMILY RESIDENTIAL DRIVE APPROACH PER A.D.A. REQUIREMENTS PER C.O.B. STD. DETAIL ST -7 ON SHEET 10. O PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. 10 PROTECT IN PLACE 11 INSTALL TRAFFIC SIGNAL & INTERCONNECT CONDUITS PER C.0.8. STD. DETAIL T-33 AND T-34. t© CONSTRUCT TYPE "65" TACK ON MEDIAN CURB PER K.C.D.S. PLATE NO. 52. t3 CONSTRUCT MEDIAN LANDSCAPE/HARDSCAPE PER PER K.C.D.S. PLATE NO. L-14. 29+00 30+00 CURVE TABLE 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 LEGEND: LEGEND CONT.): LEGEND (CONTA ABBREMATIONS O RI -I FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. SMT-19: /1 '/ EDGE OF PAVEMENT FL FLOWLINE POI POINT W VERTICAL WRVS 197.70' 'R1-1. - S70P "S5-2" - END SCHOOL ZONE "R6-1' -ONE WAY - - - - - - - SAWCUT CL CENTERUNE BVC BEGIN VERTICAL CURVE F p ''� 0'00" *01 CA)" - END i226(CA " - NO PARKING ANYTIME (W14-1" 4CDQi IETiIX ELEV ELEVATION EVC END VERTICAL CURVE -DEAD "R3-SR�- RIGHT TURN ONLY 'YW4-2" B.C.R. BEGIN CURB RETURN PI POINT OF INTERSECTION RB1(CA)" -BIKE LANE - NO OUTLET EGBON DESIGNATIONE.C.R. aA o END CURB RETURN PRC POINT OF REVERSE CURVATURE _ _ _ p STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS BC BEGIN. CURVE PCC POINT OF COMPOUND CURVATURE ® STORM DRAIN MANHOLE -REFER TO SEVER &STORM DRAIN PLANS O CURVE NUMBER FOR CURVE DESCRIPTION 9&ET WRQ EC END CURVE TC TOP OF CURB H SECWON M SHCWN PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER ® ITEM OF WORK -SEE SCHEDULE OF VERTICAL WRVS FC FINISH CONCRETE C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. P.O.C. POINT ON CURVE R/W RIGHT-OF-WAY1 s SEWER -REFER TO SEWER &STORM DRAIN PLANS TAPER DATA - SEE TABLE PA PROPERTY UNE A.P. ANGLE PONT m LL Y m EP. EDGE OF PAVEMENT C/G CURB AND GUTTER ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. MONUMENT DESCRIPTION - SEE TABLE Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. ® SEWER CLEANOUT TO SEWER &STORM DRAIN PLANS O EASEMENT LEGEND - SEE TABLE O EXISTING SURVEY MONUMENT WIDFER CONSTRUCT 18'ST-4.WIDTH DRIVEWAY W/3O BOTTOM NSNS: FURNISH &INSTALL STREET SIGN PER C.O.B. SFO. T-1. ED; PER C.O.B. STD. ST -4. (UNLESS NOTED; REFER TO CONSTRUCT FOLLOWING WITH PHASE 1: J J O WALKWAY SHEET 10 FOR AOA PEDESTRIAN WALKWAY REQUIREMENTS) AD -SNOW ROAD (INCLUDING THE FULL LANDSCAPE MEDIAN) FOR THE FULL + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. SFO. T-1. Ic INSTALL INTERCONNECT CONDUIT PER C.O.B. STM. DETAIL T-33. EXTENT OF THE STREET LYING WITHIN THE TRACTS BOUNDARY. -WAIL GREEK ROAD (INCLUDING PAVEMENT TRANSITIONS) FROM SHOW FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. — ' - — - - — - — TRACT BOUNDARY ROAD TO THE NORTHERN PHASE 1 BOUNDARY. STD. ST -23 AND SPECIAL PROVISION 7-86-10. -.-. PHASE BOUNDARY CONSTRUCT THE FOLLOWING WITH PHASE 4: -a- FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. -ETCHART ROAD (INCLUDING THE NU_ LANDSCAPE MEDIAN) FOR THE FULL SFO. ST -23 AND SPECIAL PROVISION 7-86-10. s — — — — — - MATCH UNE EXTENT OF THE STREET LYING WITHIN THE TRACTS BOUNDARY. -WALL CREEK ROAD (INCLUDING PAVEMENT TRANSITIONS) FROM ETCHART EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS - - - CENTERLINE ROAD TO THE NORTHERN PHASE 1 BOUNDARY. 25+00 26+00 27+00 28+00 CONSTRUCTION NOTES: Qi CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 O CONSTRUCT 5' (LOCAL STREETS) AND 6' (ARTERIAL & COLLECTOR STREETS) COMBINATION SIDEWALK PER C.O.B. STD ST -5. O3 INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. ® CONSTRUCT HANDICAP RAMP PER CALTRANS 2010 STANDARD PLAN R.S.P. A88A-CASE A. QS CONSTRUCT 6' BLOCK WALL PER WALL CONSTRUCTION PLANS. 6 SAWCUT EXISTING E.P. PER RESPECTIVE STREET SECTION OR AS DIRECTED BY ENGINEER. O INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W-31(CA) SIGN AT BOUNDARY. (IF PHASES ARE NOT CONSTRUCTED SIMULTANEOUSLY) © CONSTRUCT SINGLE FAMILY RESIDENTIAL DRIVE APPROACH PER A.D.A. REQUIREMENTS PER C.O.B. STD. DETAIL ST -7 ON SHEET 10. O PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. 10 PROTECT IN PLACE 11 INSTALL TRAFFIC SIGNAL & INTERCONNECT CONDUITS PER C.0.8. STD. DETAIL T-33 AND T-34. t© CONSTRUCT TYPE "65" TACK ON MEDIAN CURB PER K.C.D.S. PLATE NO. 52. t3 CONSTRUCT MEDIAN LANDSCAPE/HARDSCAPE PER PER K.C.D.S. PLATE NO. L-14. 29+00 30+00 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA O 20.00' 31.42' 20.00' 90'00'00" O 35.00, 13.70, 6.94' 22'25'35" O 84.00' 197.70' 134'5111" O 35.00' 54.98' F p ''� 0'00" V a 31+00 m$,e F>4- /v,1421 Know whafsbelow. Call before you dig. uT`iT75 L CIO CITY RECORDS NO: m O z v Z= > V M M o m ozm V 0 4 g < I Q _I H V W m w ow W m LL Y m � fi `rJ t e` M J J O �P m Tn Oz N � p U W K Y U m O 6 r" m a� OD OD N n F J Q Z U O > Q+ � F F N ¢ W Z m U C7 0 =o W c Lu W cr + o > E_ G Lu /n N � q X W h W OD I1�z V EX. R/W SNOW ROAD 416 414 412 410 408 406 404 402 400 398 396 394 392 390 10+00 QUAIL CREEK ROAD ROSECOURT SEES SHE HEET 5 (COLLECTOR STREET) STA, 10+00.00 C.L. TO 22+00.00 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL KENWICK STREET SEE SHEET 4 w VARIES MIN. 11+00 q ISI '--VARIES V-2.6' I I� L- EX. A.C. wl zl z to � d wI p I m SI L2 IX . CURB & UTTER/ PAVEMENT TI 6 L3 0.60' AGO. BASE 1 L4 N 00'49'10" E SIDEWALK "R" VALUE 41 N 0049'10" E 0.60' COMPACTED SUBGRADE 90'01'54" I g 30' WIDE COUNTY OF KERN PUBUC HIGHWAY EASEMENT COMPACTED TO 95% PER VOL 29, PG. 104 OF THE MINUTE BOOKS QUAIL CREEK ROAD No. 0201089312 C.R. STA 10+93.70 TO 20+66.83/1 402 O16.5' BK. 2271, PG. 190 AND BK. 6877, PG. 1119 BOTH O.R. SCALE: 1" = 10' (HORIZ) B � 10' WIDE STANDARD OIL CO. OF CALIF. PIPELINE UCENSE I LEGEND (CONT.): o - ABBREVIATIONS xx .r:..�: x,�-.,YS89'11'29" E 440 R1-1 FURNISH & INSTALL TRAFFIC SIGNS PER COB, STD. T-19: EDGE OF PAVEMENT FL FLOWUNE POVC POINT ON VERTICAL LllftVE O �- 'R1-1" - STOP"R6-1" - ONE WAY "SS -2" - END SCHOOL ZONE - - - - - - - - - - - $AWCUT CL CENTERLINE BVC BEGIN VERTICAL CURVE OF LANDS OF KERN COUNTY LAND CO. FILED MAY 2, 1894 "R26(CA)" - NO PARKING ANYTIME ,W31(CA)' -END SECllON LEDER ELEV ELEVATION EVC END VERTICAL CURVE "R3 -5R' - RIGHT TURN ONLY W74-1 - DEAD END `_ B.C.R. BEGIN CURB RETURN PI POINT OF INTERSECTION "R81(CA)" - BIKE VANE W14-2" - NO OUTLET _ _ _ _aTSECI]ON DESIGNATION E.C.R. END CURB RETURN PRC POINT OF REVERSE CURVATURE ___ STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS VEfyT. �L CURVE io oar- ( Oj CURVE NUMBER FOR CURVE DESCRIPTION SHEET WHERE EC I I SECTION IS SHOWN PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT N tV �tr CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER 1 m I� �2 7�� C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. P.O.C. POINT ON CURVE R/W RIGHT-OF-WAY 1❑ TAPER DATA - SEE TABLE P/L PROPERTY UNE A,p, ANGLE POINT S SEWER -REFER TO SEWER &STORM DRAIN PLANS E.P. EDGE OF PAVEMENT C/G CURB AND GUTTER ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. MONUMENT DESCRIPTION - SEE TABLE QQ FURNISH & INSTALL SURVEY MONUMENT PER C,O.B. STD. ST -13. ® SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. O EASEMENT LEGEND - SEE TABLE �o EXISTING SURVEY MONUMENT v < NOTE: FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. o CONSTRUCT TUE FOLLOWING MTH PHASE 1: SHEET 10 FOR ADA PEDESTRIAN WALKWAY REQUIREMENTS) -SNOW ROAD (INCLUDING THE FULL LANDSCAPE MEDIAN) FOR TUE FULL > O II I> INSTALL INTERCONNECT CONDUIT PER CAB, STD. DETAIL T-33. EXTENT OF THE STREET LYING %THIN THE TRACT'S BOUNDARY. -WNL CREEK ROAD (INCLUDING PAVEMENT TRANSITIONS) FROM SNOW -0- FURNISH & INSTALL STREET LIGHT -5800 UUMEN PER C.O.B. - - - - - - - - - - TRACT BOUNDARY ROAD TO THE NORTHERN PHASE 1 BOUNDARY. STD. ST -23 AND SPEOAL PROVISION 7-86-10. + .,-xtax E _.,,...,� xr' PHASE BOUNDARY CONSTRUCT THE FOLLOMNG WTH PHASE 4: -ETCHART ROAD (INCLUDING THE FULL LANDSCAPE MEDIAN) FOR THE FULL FURNISH & INSTALL STREET UGHT-9500 LUMEN PER 00.8. - - - - - - - MATCH LINE EXTENT OF THE STREET LYING WITHIN THE TRACT'S BOUNDARY. STD. ST -23 AND SPECIAL PROVISION 7-86-10. -QUAIL CREIX ROAD (INCLUDING PAVEMENT TRANSITIONS) FROM ETCHART ..�- EXISDNG STREET LIGHT PER SEPARATE APPROVED STREET PLANS - - - - CENTERLINE ROAD TO THE NORTHERN PHASE 1 BOUNDARY. o to w ! ! o 1 + + +w + O ¢Ir _ •. Q o zw O IMASFO m m �i + � a � a+ EXSTI, G GROIbV w7-- win� rmoz oo ® NIEFNN -- - pm - - - - - - _ mm� OSED E'AAST FLOW JNE ! j S=0.2y% HE N 1__� < VARIES MIN. 11+00 q ISI '--VARIES V-2.6' I I� 12+00 13+00 LANDSCAPE LOT 2' WALL FOOTING EASEMENT/HINGE POINT 14+00 15+00 L- EX. A.C. wl zl z to � d wI p I m SI L2 IX . CURB & UTTER/ PAVEMENT TI 6 12+00 13+00 LANDSCAPE LOT 2' WALL FOOTING EASEMENT/HINGE POINT 14+00 15+00 16+00 17+00 18+00 19+00 20+00 I CONSTRUCTION NOTES: Di CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 O CONSTRUCT 5' (LOCAL STREETS) AND 6' (ARTERIAL & COLLECTOR STREETS) COMBINATION SIDEWALK PER C.O.B. STD ST -5. O3 INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. ® CONSTRUCT HANDICAP RAMP PER CALTRANS 2010 STANDARD PLAN R.S.P. ARBA -CASE A. 0 CONSTRUCT 6' BLOCK WALL PER WALL CONSTRUCTION PLANS. © SAWCUT EXISTING E.P. PER RESPECTIVE STREET SECTION OR AS DIRECTED BY ENGINEER. 7 INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W-31(CA) SIGN AT BOUNDARY. (IF PHASES ARE NOT CONSTRUCTED SIMULTANEOUSLY) © CONSTRUCT SINGLE FAMILY RESIDENTIAL DRIVE APPROACH PER A.D.A. REQUIREMENTS PER C.O.B, STD. DETAIL ST -7 ON SHEET 10. O PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. t0 PROTECT IN PLACE 11 INSTALL TRAFFIC SIGNAL & INTERCONNECT CONDUITS PER C.O.B. STD. DETAIL T-33 AND T-34. 12 CONSTRUCT TYPE "135" TACK ON MEDIAN CURB PER K.C.D.S. PLATE NO. 52. PHASE 3' PHASE 1, I 21+00 22+00 LINE TABLE L- EX. A.C. BEARING DISTANCE -0.30' A.C.PAMNG N 00'50'26" E 681.07' L2 IX . CURB & UTTER/ PAVEMENT TI 6 L3 0.60' AGO. BASE 1 L4 N 00'49'10" E SIDEWALK "R" VALUE 41 N 0049'10" E 0.60' COMPACTED SUBGRADE 90'01'54" I g 30' WIDE COUNTY OF KERN PUBUC HIGHWAY EASEMENT COMPACTED TO 95% PER VOL 29, PG. 104 OF THE MINUTE BOOKS QUAIL CREEK ROAD No. 0201089312 C.R. STA 10+93.70 TO 20+66.83/1 402 O16.5' BK. 2271, PG. 190 AND BK. 6877, PG. 1119 BOTH O.R. SCALE: 1" = 10' (HORIZ) B LEGEND: 10' WIDE STANDARD OIL CO. OF CALIF. PIPELINE UCENSE 400 LEGEND (CONT.): LEGEND (CONT.): ABBREVIATIONS xx .r:..�: x,�-.,YS89'11'29" E 440 R1-1 FURNISH & INSTALL TRAFFIC SIGNS PER COB, STD. T-19: EDGE OF PAVEMENT FL FLOWUNE POVC POINT ON VERTICAL LllftVE O �- 'R1-1" - STOP"R6-1" - ONE WAY "SS -2" - END SCHOOL ZONE - - - - - - - - - - - $AWCUT CL CENTERLINE BVC BEGIN VERTICAL CURVE OF LANDS OF KERN COUNTY LAND CO. FILED MAY 2, 1894 "R26(CA)" - NO PARKING ANYTIME ,W31(CA)' -END SECllON LEDER ELEV ELEVATION EVC END VERTICAL CURVE "R3 -5R' - RIGHT TURN ONLY W74-1 - DEAD END `_ B.C.R. BEGIN CURB RETURN PI POINT OF INTERSECTION "R81(CA)" - BIKE VANE W14-2" - NO OUTLET _ _ _ _aTSECI]ON DESIGNATION E.C.R. END CURB RETURN PRC POINT OF REVERSE CURVATURE ___ STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE ® STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS Oj CURVE NUMBER FOR CURVE DESCRIPTION SHEET WHERE EC END CURVE TC TOP OF CURB SECTION IS SHOWN PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT �tr CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER ® ITEM OF WORK -SEE SCHEDULE OF VERTICAL CURVE FC FINISH CONCRETE C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. P.O.C. POINT ON CURVE R/W RIGHT-OF-WAY 1❑ TAPER DATA - SEE TABLE P/L PROPERTY UNE A,p, ANGLE POINT S SEWER -REFER TO SEWER &STORM DRAIN PLANS E.P. EDGE OF PAVEMENT C/G CURB AND GUTTER ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. MONUMENT DESCRIPTION - SEE TABLE QQ FURNISH & INSTALL SURVEY MONUMENT PER C,O.B. STD. ST -13. ® SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. O EASEMENT LEGEND - SEE TABLE �o EXISTING SURVEY MONUMENT CONSTRUCT 18' BOTTOM HUTH DRIVEWAY W/3' WINGS NOTE: FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED; REFER TO CONSTRUCT TUE FOLLOWING MTH PHASE 1: SHEET 10 FOR ADA PEDESTRIAN WALKWAY REQUIREMENTS) -SNOW ROAD (INCLUDING THE FULL LANDSCAPE MEDIAN) FOR TUE FULL FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. IC INSTALL INTERCONNECT CONDUIT PER CAB, STD. DETAIL T-33. EXTENT OF THE STREET LYING %THIN THE TRACT'S BOUNDARY. -WNL CREEK ROAD (INCLUDING PAVEMENT TRANSITIONS) FROM SNOW -0- FURNISH & INSTALL STREET LIGHT -5800 UUMEN PER C.O.B. - - - - - - - - - - TRACT BOUNDARY ROAD TO THE NORTHERN PHASE 1 BOUNDARY. STD. ST -23 AND SPEOAL PROVISION 7-86-10. + .,-xtax E _.,,...,� xr' PHASE BOUNDARY CONSTRUCT THE FOLLOMNG WTH PHASE 4: -ETCHART ROAD (INCLUDING THE FULL LANDSCAPE MEDIAN) FOR THE FULL FURNISH & INSTALL STREET UGHT-9500 LUMEN PER 00.8. - - - - - - - MATCH LINE EXTENT OF THE STREET LYING WITHIN THE TRACT'S BOUNDARY. STD. ST -23 AND SPECIAL PROVISION 7-86-10. -QUAIL CREIX ROAD (INCLUDING PAVEMENT TRANSITIONS) FROM ETCHART ..�- EXISDNG STREET LIGHT PER SEPARATE APPROVED STREET PLANS - - - - CENTERLINE ROAD TO THE NORTHERN PHASE 1 BOUNDARY. 16+00 17+00 18+00 19+00 20+00 I CONSTRUCTION NOTES: Di CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 O CONSTRUCT 5' (LOCAL STREETS) AND 6' (ARTERIAL & COLLECTOR STREETS) COMBINATION SIDEWALK PER C.O.B. STD ST -5. O3 INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. ® CONSTRUCT HANDICAP RAMP PER CALTRANS 2010 STANDARD PLAN R.S.P. ARBA -CASE A. 0 CONSTRUCT 6' BLOCK WALL PER WALL CONSTRUCTION PLANS. © SAWCUT EXISTING E.P. PER RESPECTIVE STREET SECTION OR AS DIRECTED BY ENGINEER. 7 INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W-31(CA) SIGN AT BOUNDARY. (IF PHASES ARE NOT CONSTRUCTED SIMULTANEOUSLY) © CONSTRUCT SINGLE FAMILY RESIDENTIAL DRIVE APPROACH PER A.D.A. REQUIREMENTS PER C.O.B, STD. DETAIL ST -7 ON SHEET 10. O PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. t0 PROTECT IN PLACE 11 INSTALL TRAFFIC SIGNAL & INTERCONNECT CONDUITS PER C.O.B. STD. DETAIL T-33 AND T-34. 12 CONSTRUCT TYPE "135" TACK ON MEDIAN CURB PER K.C.D.S. PLATE NO. 52. PHASE 3' PHASE 1, I 21+00 22+00 LINE TABLE LINE BEARING DISTANCE T N 00'50'26" E 681.07' L2 N 00'50'26" E 435.71' L3 N 00'50'26" E 83.22' L4 N 00'49'10" E 1116.78' L5 N 0049'10" E 8322' CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA O 30.00' 46.99' 29,87' 89'4440" O 30.00' 47.11' 29.98' 89'58'06" O30.00' 15' WIDE CITY OF BAKERSFIELD IRRIGATION PIPEUNE 47.14' 30.02' 90'01'54" 418 416 414 412 S 89'11'294, E 44.00' EASEMENT LEGEND: 410 O PUBUC HIGHWAY EASEMENT PER TRACT No. 5909, S 8911'29 E 38.00' M. BK. 4B, PG. 22 406 O 15' WIDE CITY OF BAKERSFIELD IRRIGATION PIPEUNE EASEMENT PER DOC. No. 0201118720 O.R. I g 30' WIDE COUNTY OF KERN PUBUC HIGHWAY EASEMENT 406 PER VOL 29, PG. 104 OF THE MINUTE BOOKS O20' WIDE N.O.R.S.D. SEWER EASEMENT PER DOCUMENT No. 0201089312 C.R. 6 SEE SHEET 7 FOR LOCATEbN OF TEMPORARY SUMP. WIDE CHEVRON PIPELINE CO. PIPELINE EASEMENT PER 402 O16.5' BK. 2271, PG. 190 AND BK. 6877, PG. 1119 BOTH O.R. (TO BE RELOCATED). 10' WIDE STANDARD OIL CO. OF CALIF. PIPELINE UCENSE 400 OAGREEMENT PER BK. 2539, PG. 70 O.R. (PORTION THIN WI xx .r:..�: x,�-.,YS89'11'29" E 440 THE PROJECT TO BE REMOVED). Nl 10' WIDE PACIFIC TELEPHONE AND TELEGRAPH COMPANY 396 O COMMUNICATION EASEMENT PER BK. 172, PG. 434 O.R. O 30' WIDE PUBLIC HIGHWAY EASEMENT PER SALES MAP 396 OF LANDS OF KERN COUNTY LAND CO. FILED MAY 2, 1894 394 392 390 TEMPORARY SUMP DETAIL SCALE: 1"=10' 3' 38' 1 3' BOTTOM ELEV. = 402.40' SECTION TEMPORARY SUMP SCALE: N.T.S. TEMPORARY SUMP CALCULATIONS: VOLUME REQUIRED: 0.03 AC -FT R-1, 10000 SF = 0.60 AC. , C=0.34 VOL. REQ'D = 0.15x(020) = 0.03 AC -FT VOLUME PROVIDED: 0.03 AC -FT AREA(MID)= 0.02 AC. VOLUME PROVIDED= 0.02 AC. x 1.5' DEEP = 0.03 AC -FT 1.5' DEEP - NO FENCE REQUIRED 04 -0? -Jo vP4VT5„ I L Okl", Know what's below. CaII before you dig. S 89'11'294, E 44.00' L S 8911'29 E 38.00' I o I + I �a 6 SEE SHEET 7 FOR LOCATEbN OF TEMPORARY SUMP. S 89'11'291 E 38.00' xx .r:..�: x,�-.,YS89'11'29" E 440 Nl TEMPORARY SUMP DETAIL SCALE: 1"=10' 3' 38' 1 3' BOTTOM ELEV. = 402.40' SECTION TEMPORARY SUMP SCALE: N.T.S. TEMPORARY SUMP CALCULATIONS: VOLUME REQUIRED: 0.03 AC -FT R-1, 10000 SF = 0.60 AC. , C=0.34 VOL. REQ'D = 0.15x(020) = 0.03 AC -FT VOLUME PROVIDED: 0.03 AC -FT AREA(MID)= 0.02 AC. VOLUME PROVIDED= 0.02 AC. x 1.5' DEEP = 0.03 AC -FT 1.5' DEEP - NO FENCE REQUIRED 04 -0? -Jo vP4VT5„ I L Okl", Know what's below. CaII before you dig. I WI Zi: I F Ql PHASE PHASE 3 DROMANA COURT SEE SHEET 4 NOTE: WORK WITHIN THE COUNTY R/W WILL REQUIRE AN ENCROACHMENT. SEE COUNTY ENCROACHMENT PERMIT NO. 0714-17. THE COUNTY INSPECTOR MUST BE NOTIFIED AT LEAST 24 -HOURS PRIOR TO STARTING WORK WITHIN COUNTY R/W AT (661) 487-2315. LINE TABLE LINE BEARING DISTANCE L1 N 00'50'26" E 448.47' L2 N 00'50'26' E 855.85' L3 N 00'48'10" E 120.50' L4 N 00'48'11" E 448.45' L5 N 00'48'11" E 855.84' L6 N 0050'26" E 120.31' CASELLA STREET SEE SHEET 3 1 1 Jf)JL J QUAIL CREEK ROAD (COLLECTOR STREET) STA. 22+00.00 C.L. TO 36+40.63 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL ALBION COURT SEE SHEET 3 LATERA COURT SEE SHEET 2 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA O7 30.00' 47.11' 29.98' 89'58'06" O2 30.00' 47.14' 30.02' 90'01'54" O30.00' 47.26' 30.13' 9015'03" ETCHART ROAD III �9 Y 8 ETCHART ROAD SEE SHEET 2 LEGEND: ABBREVIATIONS FL FLOWUNE POVC POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE V ELEVATION END VERTICAL CURVE REV EVC B.C.R. BEGIN CURB RETURN PI POINT OF INTERSECTION E.C.R. END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE EC END CURVE TC TOP OF CURB PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE P.O.C. POINT ON CURVE R/W RIGHT-OF-WAY P/L PROPERTY UNE A.P. ANGLE POINT E.P. EDGE OF PAVEMENT C/G CURB AND GUTTER FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. @ EXISTING SURVEY MONUMENT -+- FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -23 AND SPECIAL PROVISION 7-86-10. FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST -23 AND SPECIAL PROVISION 7-86-10. �r EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS QUAIL CREEK ROAD STA 21+66.83 TO 35+76.36 C LEGEND (CONT.): LEGEND CONT. SCALE: 1" = 10' (HORIZ) g R1-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: EDGE OF PAVEMENT �- °31-1" - STOP *R6-1* - ONE WAY 'S5-2" -END SCHOOL ZONE - - - - - - - - - - - SAWCUT I VARIES V -2.1'-I SECTM LETTER °R3 -5R, - RIGHT TURN ONLY"414 1 - DEAD END INET I I © a _ _ _ _ DESIGNATION agSECI`ON"R81(CA)" 6. ® Iz Oj CURVE NUMBER FOR CURVE DESCRIPTION SNEET MERE SECTION IS SHOWN O S/W r ® ITEM OF WORK - SEE SCHEDULE I _ — s SEWER - REFER TO SEWER & STORM DRAIN PLANS TAPER DATA - SEE TABLE ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. 0 MONUMENT DESCRIPTION - SEE TABLE LL N O EASEMENT LEGEND - SEE TABLE � (2%)5%1E %12 57 Amom 2% 4. , �EX. SHEET 10 FOR ADA PEDESTRIAN WALKWAY REQUIREMENTS) o a Ic INSTALL INTERCONNECT CONDUIT PER C.O.B. STD. DETAIL T-33. EXTENT OF THE STREET LYING WTIIN THE TRACT'S BOUNDARY. A.C. CONSTRUCT TYPE "B5' TACK ON MEDIAN CURB PER K.C.D.S. PLATE NO. 52. 0.30' A.C. PAVING ---------- TRACT BOUNDARY ROAD TO THE NORTHERN PHASE 1 BOUNDARY. EX. CURB & GUTTER/ PAVEMENT T.I. 6 0.60' AGO. BASE -ETCHART ROAD (INCLUDING THE FULL LANDSCAPE MEDIAN) FOR THE FULL SIDEWALK "R" VALUE 41 0.60' COMPACTED SUBG2ADE 1 2 CENTERLINE COMPACTED TO 95% Y QUAIL CREEK ROAD STA 21+66.83 TO 35+76.36 C LEGEND (CONT.): LEGEND CONT. SCALE: 1" = 10' (HORIZ) g R1-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: EDGE OF PAVEMENT �- °31-1" - STOP *R6-1* - ONE WAY 'S5-2" -END SCHOOL ZONE - - - - - - - - - - - SAWCUT O5 "R26(CA " - NO PARKING ANYTIME "W31(CAY - END SECTM LETTER °R3 -5R, - RIGHT TURN ONLY"414 1 - DEAD END INET L © - BIKE LANE _ _ _ _ DESIGNATION agSECI`ON"R81(CA)" STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS ® STORM DRAIN MANHOLE -REFER TO SEWER &STORM DRAIN PLANS Oj CURVE NUMBER FOR CURVE DESCRIPTION SNEET MERE SECTION IS SHOWN O CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER ® ITEM OF WORK - SEE SCHEDULE C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. _ — s SEWER - REFER TO SEWER & STORM DRAIN PLANS TAPER DATA - SEE TABLE ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. 0 MONUMENT DESCRIPTION - SEE TABLE ® SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. O EASEMENT LEGEND - SEE TABLE � CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS NOTE Amom PER C.O.B. STD. ST -4. (UNLESS OTHERWASE NOTED; REFER TO CONSTRUCT THE FOLLOWNG WITH PHASE 1: t1 SHEET 10 FOR ADA PEDESTRIAN WALKWAY REQUIREMENTS) -SNOW ROAD (INCLUDING THE FULL LANDSCAPE MEDIAN) FOR THE FULL Ic INSTALL INTERCONNECT CONDUIT PER C.O.B. STD. DETAIL T-33. EXTENT OF THE STREET LYING WTIIN THE TRACT'S BOUNDARY. 12 CONSTRUCT TYPE "B5' TACK ON MEDIAN CURB PER K.C.D.S. PLATE NO. 52. -QUAIL CREEK ROAD (INCLUDING PAVEMENT TRANSITIONS) FROM SNOW ---------- TRACT BOUNDARY ROAD TO THE NORTHERN PHASE 1 BOUNDARY. PHASE BOUNDARY CONSTRUCT THE FOLLOWING WITH PHASE 4: -ETCHART ROAD (INCLUDING THE FULL LANDSCAPE MEDIAN) FOR THE FULL — — — — — - MATCH UNE EXTENT OF THE STREET LYING WITHIN THE TRACT'S BOUNDARY. o vl� -QUAIL CREEK ROAD (INCLUDING PAVEMENT TRANSITIONS) FROM ETCHART CENTERLINE ROAD TO THE NORTHERN PHASE 1 BOUNDARY, EASEMENT LEGEND: OPUBLIC HIGHWAY EASEMENT PER TRACT No. 5909, M. BK. 48, PG. 22 O2 15' WIDE CITY OF BAKERSFIELD IRRIGATION PIPELINE EASEMENT PER DOC. No. 0201118720 O.R. O30' WIDE COUNTY OF KERN PUBLIC HIGHWAY EASEMENT PER VOL. 29, PG. 104 OF THE MINUTE BOOKS OODE DE N.O.R.S.D. SEWER EASEMENT PER DOCUMENT No. 0201089312 O.R. O16.5' WIDE CHEVRON PIPELINE CO. PIPEUNE EASEMENT PER BK. 2271, PG. 190 AND BK. 6877, PG. 1119 BOTH O.R. (TO BE RELOCATED). O10' WOE STANDARD OIL CO. OF CALIF. PIPELINE LICENSE AGREEMENT PER BK. 2539, PG. 70 O.R. (PORTION WITHIN THE PROJECT TO BE REMOVED). O10' ODE PACIFIC TELEPHONE AND TELEGRAPH COMPANY COMMUNICATION EASEMENT PER BK. 172, PG. 434 O.R. O30' WIDE PUBUC HIGHWAY EASEMENT PER SALES MAP OF LANDS OF KERN COUNTY LAND CO. FILED MAY 2, 1894 2' WALL FOOTING EASEMENT/HINGE POINT CONSTRUCTION NOTES: Oi CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 O CONSTRUCT 5 (LOCAL STREETS) AND 6' (ARTERIAL & COLLECTOR STREETS) COMBINATION SIDEWALK PER C.O.B. STD ST -5. O3 INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. 4 CONSTRUCT HANDICAP RAMP PER CALTRANS 2010 STANDARD PLAN R.S.P. f ASSA-CASE A. Jjq CiV0. P��� SOF O5 CONSTRUCT 6' BLOCK WALL PER WALL CONSTRUCTION PLANS. CAUWq © SAWCUT EXISTING E.P. PER RESPECTIVE STREET SECTION OR AS DIRECTED BY UN n'S 1-1 D'1 -TU ENGINEER. ! INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W-31(CA) r ' �'; O SIGN AT BOUNDARY. (IF PHASES ARE NOT CONSTRUCTED SIMULTANEOUSLY) 5 !3 " i -c _ ® CONSTRUCT SINGLE FAMILY RESIDENTIAL DRIVE APPROACH PER A.D.A. 0) o REQUIREMENTS PER C.O.B. STD. DETAIL ST -7 ON SHEET 10. M O PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD , � SPECIFICATION PTH-02ALKYD. , 10 PROTECT IN PLACE OZF3•- t1 INSTALL TRAFFIC SIGNAL & INTERCONNECT CONDUITS PER C.O.B. STD. DETAIL T-33 AND T-34. Z Q J 12 CONSTRUCT TYPE "B5' TACK ON MEDIAN CURB PER K.C.D.S. PLATE NO. 52. Know What's below. Call before you dig. L N� s V 0) o M p � � OZF3•- Z Q J U W W w� o vl� Y i x 1`x a n �- O Sip Tt 'm o N a 0 3 N � a U W K Y CJ U O im 14, CID N F, (— U U � ZLU a Q� + > g cr W o 11 :3 Z 2 LU W 1, W 0 C7 O 0 + W W N 00 ~ G LU L x w to CA T 2O SEaIFR EASEMENT JO' MAY QUAIL CREEK ROAD ' _7'­=-77,moi^ -_ _ . � - - _ _ _- SEE SHEET B fi qj.• :� I + � I 1 N o C4 117l� II LT. . , k , F_ I 1 tl z Z'I} a li J Z CD3 0:z3_�i 8 �- I I 13 8 S 8 F - INSTALL 2-4 IRF6GAIION/ m 13+65.00LL13+70.00LT.13+75.00LL13+80.00T. II I 1 4 09 - UNITY 3 M. ENL. 60, PG. 142 13+75.00 10.30 LT. f 13+8&CU CITY/COUNTY `�" 3 6$( 54.00 LT. BCUNDARY$ �dd�<I _ _ - _ _ SECTION DESIGNATION it. Glob and bill EDM b*of WOO 4bd be POW a"* sw omll 11 0 ad1TAMM M'd148 pw -- o STORM DRAIN - REFER TO SEWER & STORM GRAIN PLANS 2 Q ' ® STORM DRAIN MANHOLE -REFER TO SERER &STORM DRAM PLANS "A" 5 497 SAWCUT EXISTING E.P. PER RESPECTIVE STREET SECTION OR AS DIRECTED BY 'T ACLOCATION \ ACTUAL �, ^INIIRCONNECT 4 1 4• ,--- Ex 30" RRI0.-C.0.& (TO BE ABumONED) 7- CO.S. STD. 0-14, UNLESS NOTED OTHERWISE IX1T3WER-N.0.RSD. DEIIO EX v - NN o a,+� � ^ E <^ eD AND CAP I"..�/ (LOCAL STREET) O7 LI- I . I SEWER - REFER SEVER & STORM GRAIN PLANS - _ _ SIGN AT BOUNDARY. (IF PHASES ARE NOT CONSTRUCTED SIMULTANEOUSLY) - n+oD N-PROPOM IAN O IN LH DOWN 20" RBSED CURD -SE SHEET 12 6 S AOR DETA0.5 _ I - ® FOUND 6' GONG MON. IN LH DOWN 12' 1" = 5' VERTICAL 2O SEaIFR EASEMENT JO' MAY _ 13+00 ' _7'­=-77,moi^ -_ _ . � - - _ _ _- 16+00 fi - -19+00 - - TO N0.RS.0 o '- H- - - - - -I- - --F- - - --1-� LT. - - - �-- -- 8 II 1 m 62.59 LT. n SUMP MRE ANN CURB �- I I 13 8 S 8 F - INSTALL 2-4 IRF6GAIION/ 13+60.00 13+65.00LL13+70.00LT.13+75.00LL13+80.00T. II I 1 4 09 - UNITY 3 M. ENL. 60, PG. 142 13+75.00 10.30 LT. f 13+8&CU \ 54.00 LT. 11.00 LT. - BINE LANE _ _ - _ _ SECTION DESIGNATION it. Glob and bill EDM b*of WOO 4bd be POW a"* sw omll 11 0 ad1TAMM M'd148 pw -- o STORM DRAIN - REFER TO SEWER & STORM GRAIN PLANS 2 Q R6GATION UNE ® STORM DRAIN MANHOLE -REFER TO SERER &STORM DRAM PLANS "A" Oj CURVE NUMBER FOR CURVE DESCRIPTION SECTOR IS © SAWCUT EXISTING E.P. PER RESPECTIVE STREET SECTION OR AS DIRECTED BY 'T ACLOCATION \ ACTUAL I€ I I d c3 $ w w< w w CO.S. STD. 0-14, UNLESS NOTED OTHERWISE VARY -SFE 8I - NN o a,+� � ^ -:2- (LOCAL STREET) O7 R IRGARON PLANS) � I . I SEWER - REFER SEVER & STORM GRAIN PLANS <+ 1- _ _ SIGN AT BOUNDARY. (IF PHASES ARE NOT CONSTRUCTED SIMULTANEOUSLY) STA. 10+00.00 C.L. TO 16+62.79 C.L. MONUMENT DESCRIPTION -SEE TABLE 1 EASEMENT LEGEND - SEE TABLE O O IN LH DOWN 20" ® SCALE: 1" = 50' S REQUIREMENTS PER C.O.B. STD. DETAIL ST -7 ON SHEET 10. ® FOUND 6' GONG MON. IN LH DOWN 12' 1" = 5' VERTICAL __ 18' - PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED; REFER TO CONSTRUCT THE FOLLOWING WITH PHASE 1: SPECIFICATION PTH-02ALKYD. - -SNOW ROAD (INCLUDING THE FULL LANDSCAPE MEDIAN) FOR THE F1UI- Ic INSTALL INTERCONNECT CONDUIT PER C.O.B. SM. DETAIL T-33. EXTDNT OF THE STREET LYING VAININ THE TRACTS BOUNDARY. 1D PROTECT IN PLACE -QUAIL CREEK ROAD (INCLUDING PAVEMENT TRANSITIONS) FROM SNOW 1 TRACT BOUNDARY ROAD To THE NORTHERN PHASE 1 BOUNDARY INSTALL TRAFFIC SIGNAL & INTERCONNECT CONDUITS PER C.O.B. STD. DETAIL T-33 .. .. PHASE BOUNDARY _ 0 4' MMM24" 11 DRAIN1 -ETCHART ROAD (INCLUDING THE FULL LANDSCAPE MEDIAN) FOR THE FULL +� 1Y SEWERI - - - - - - - MATCH LINE o CIT sY ccu BOUD,TM 'CITYN - -s ---- -QUAIL TRANSITIONS)SBFDARY.ROM HART s CENTERUNE ROAD TO THE NORTHERN PHASE 1 BOUNDARY. m _ rte -COUNTY - 13 CONSTRUCT MEDIAN LANDSCAPE/HARDSCAPE PER PER K.C.D.S. PLATE NO. L-14. - - /-T EMSTIN TRACT No. 4587 - UNIT'13// BK. 43, PG. 84 88, � III r; 99 dd' Asa i III 6 i NOTE: WORK WITHIN THE COUNTY R/W WILL REQUIRE AN ENCROACHMENT. SEE COUNTY ENCROACHMENT PERMIT NO. 0714-17. THE COUNTY INSPECTOR MUST BE NOTIFIED AT LEAST 24 -HOURS PRIOR TO STARTING WORK WITHIN COUNTY R/W AT (661) 487-2315. 414 412 410 408 406 404 402 400 398 396 10+00 I 1 INSTALL V HIGH CHAINI x �. FENCING (11:MPORARY) FItlR A FUTURE EKPANSON FUTURE TRACT 6968 FUS >>>> I m " I , r � R �e qI w hj Q,j �1 W W Nlnv6 O^ Ol C 30'HPoGATION UNE N a -m 30' IR IGATION LINE eW cOw Na �I &A UA LOCATION I N- d '(ACTUAL LOCATION+�mCl w-1 II {i. AY VARY -SEE ��` $ MAY VARY-SEE''F I ug IIRGATON PLANS) D r REGATION PLANS) ud,n d r �� ^ �, _ w 66279'_ , _ 13+00 ' _7'­=-77,moi^ -_ _ . � - - _ _ _- 16+00 fi - -19+00 - - - - -21+00_ _ o '- H- - - - - -I- - --F- - - --1-� LT. - - - �-- -- I- -I---_I-- - - - - - - - - - - - - - - m 62.59 LT. 13+0&WV54.98 IX 4' GAS -ICG W O MRE ANN CURB �- _ _. __ 13 �r MEDIAN CURB F - INSTALL 2-4 IRF6GAIION/ 13+60.00 13+65.00LL13+70.00LT.13+75.00LL13+80.00T. 13+65.00 BEEVES � EK EP. \ SAXGIT CUT ' _7'­=-77,moi^ -_ _ . � - - _ _ _- EX 127 WATER y - fi - -19+00 - - - - -21+00_ _ o '- H- - - - - -I- - --F- - - --1-� LT. - - - �-- -- I- -I---_I-- - - - - - - - - - - - - - - m 62.59 LT. 13+0&WV54.98 wa <n MRE ANN CURB �- oir 8m ----- �r !rT EXISTIll 13+60.00 13+65.00LL13+70.00LT.13+75.00LL13+80.00T. 13+65.00 &05 LL STRAOTI N®_ 7229 - UNITY 3 M. ENL. 60, PG. 142 13+75.00 10.30 LT. 13+80.00 13+8&CU I 54.00 LT. 11.00 LT. - BINE LANE _ _ - _ _ SECTION DESIGNATION it. Glob and bill EDM b*of WOO 4bd be POW a"* sw omll 11 0 ad1TAMM M'd148 pw -- o STORM DRAIN - REFER TO SEWER & STORM GRAIN PLANS 2 Q CONSTRUCT 6' BLOCK WALL PER WALL CONSTRUCTION PLANS. ® STORM DRAIN MANHOLE -REFER TO SERER &STORM DRAM PLANS "A" Oj CURVE NUMBER FOR CURVE DESCRIPTION SECTOR IS © SAWCUT EXISTING E.P. PER RESPECTIVE STREET SECTION OR AS DIRECTED BY 'T CONSTRUCT TWE CATCH BASIN WITH 35' OPENING PER ® ITEM OF MURK - SEE SCHEDULE I r N . CO.S. STD. 0-14, UNLESS NOTED OTHERWISE SNOW ROAD MONUMENT DESCRIPTION: (LOCAL STREET) O7 PER FILED MAP 7-1AN. 14 COR. SEC.8, FFOUND, KCS CONC MON. s SEWER - REFER SEVER & STORM GRAIN PLANS SIGN AT BOUNDARY. (IF PHASES ARE NOT CONSTRUCTED SIMULTANEOUSLY) STA. 10+00.00 C.L. TO 16+62.79 C.L. MONUMENT DESCRIPTION -SEE TABLE 1 EASEMENT LEGEND - SEE TABLE O O IN LH DOWN 20" ® SCALE: 1" = 50' HORIZONTAL REQUIREMENTS PER C.O.B. STD. DETAIL ST -7 ON SHEET 10. ® FOUND 6' GONG MON. IN LH DOWN 12' 1" = 5' VERTICAL PAINT 12' LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED; REFER TO � EK EP. \ SAXGIT CUT ' _7'­=-77,moi^ -_ _ . � - - _ _ _- - - _17+00_ - - -4- - -H-- - - - -18+00_ - -19+00 - - - - -21+00_ _ o '- H- - - - - -I- - --F- - - --1-� LT. - - - �-- -- I- -I---_I-- - - - - - - - - - - - - - - m 62.59 LT. 13+0&WV54.98 wa <n MRE ANN CURB T. oir 8m ----- �r 13+SSOO J 13+60.00 13+65.00LL13+70.00LT.13+75.00LL13+80.00T. 13+65.00 &05 LL W i � 13+75.00 10.30 LT. 13+80.00 13+8&CU 54.04 LT 13+90.00 54.00 LT. 11+00 12+00 13+00 14+00 15+00 16+00 17+00 Q R YgLVL YI COMPACTED TO 95% NOTES SNOW ROAD s» ALL MEDIAN CURB SHALL BE CONSTRUCTED PER STA 10+67.58 TO 13+90.00 COUNTY DETAIL R-52 (TYPE 85); MEDIAN TO BE -1\i-rVJI SRR TE BY SEPERATE PLANS APPROVED BY LEGEND: ABBREVIATIONS R. FLOWUNE POVC PONT ON VERTICAL CARVE CL CENTENUNIE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE B.C.R. BEGIN CURB RETURN PI PONT OF INTERSECTION E.C.R. END CURB RETURN PRC PONT OF REVERSE CURVATURE BC BEGIN CURVE PCC PONT OF COMPOUND CURVATURE EC END CURVE TO TOP OF CURB PVC PONT O INIERSECTION TP TCU O PAVEMENT O VERTICAL CURVE FC FINISH CONCRETE P.O.C. PONT ON CURVE R/W RIGHT -CF -WAY PA PROPERTY LINE A.P. ANGLE PONT E.P. EDGE O PAVEMENT C/G CURB AND GUTTER FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. SID. ST -13. DUSTING SURVEY MONUMENT + FURNISH & INSTALL STREET SON PER C.O.B. SID. T-1. + FURNISH & INSTALL METRO STREET SON PER C.O.B. SID. T-1. -o- FURNISH & INSTALL STREET UONT-SHOD LUMEN PER C.0-& SID. ST -23 AND SPECIAL PROVISION 7-86-10. �- FURNISH & INSTALL STREET UG HT-95DD LUMEN PER G0.& STD. ST -23 AND SPECIAL PROVISION 7-86-10. DOSTING STREET LICIT PER SEPARATE APPROVED STREET PLANS IT CURVE TABLE a _> I LEDIH <¢ Dau O �g o 29.87' 2z - LT. 0 6337 LT. cs 6302 LT. m 62.59 LT. 13+0&WV54.98 wa <n I T. oir 8m ! �r 13+SSOO J 13+60.00 13+65.00LL13+70.00LT.13+75.00LL13+80.00T. 13+65.00 &05 LL W i � 11+00 12+00 13+00 14+00 15+00 16+00 17+00 Q R YgLVL YI COMPACTED TO 95% NOTES SNOW ROAD s» ALL MEDIAN CURB SHALL BE CONSTRUCTED PER STA 10+67.58 TO 13+90.00 COUNTY DETAIL R-52 (TYPE 85); MEDIAN TO BE -1\i-rVJI SRR TE BY SEPERATE PLANS APPROVED BY LEGEND: ABBREVIATIONS R. FLOWUNE POVC PONT ON VERTICAL CARVE CL CENTENUNIE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE B.C.R. BEGIN CURB RETURN PI PONT OF INTERSECTION E.C.R. END CURB RETURN PRC PONT OF REVERSE CURVATURE BC BEGIN CURVE PCC PONT OF COMPOUND CURVATURE EC END CURVE TO TOP OF CURB PVC PONT O INIERSECTION TP TCU O PAVEMENT O VERTICAL CURVE FC FINISH CONCRETE P.O.C. PONT ON CURVE R/W RIGHT -CF -WAY PA PROPERTY LINE A.P. ANGLE PONT E.P. EDGE O PAVEMENT C/G CURB AND GUTTER FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. SID. ST -13. DUSTING SURVEY MONUMENT + FURNISH & INSTALL STREET SON PER C.O.B. SID. T-1. + FURNISH & INSTALL METRO STREET SON PER C.O.B. SID. T-1. -o- FURNISH & INSTALL STREET UONT-SHOD LUMEN PER C.0-& SID. ST -23 AND SPECIAL PROVISION 7-86-10. �- FURNISH & INSTALL STREET UG HT-95DD LUMEN PER G0.& STD. ST -23 AND SPECIAL PROVISION 7-86-10. DOSTING STREET LICIT PER SEPARATE APPROVED STREET PLANS IT CURVE TABLE CURVE RADIUS I LEDIH TANGENT Dau O 30.00' 46.99' 29.87' 89'44'40' EASEMENT LEGEND: OPUBLIC HIGHWAY EASEMENT PER TRACT No. 5909, M. BK. 48, PG. 22 O15' PDE CITY OF BAKERSFIELD IRRIGATION PIPELINE EASEMENT PER DOC. No, 0201118720 O.R. O30' PDE COUNTY OF KERN PUSUC HIGHWAY EASEMENT PER VOL 29, PG 1G4 OF THE MINUTE BRCS O20' WIDE N.O.R.S.0. SEWER EASEMENT PER DOCUMENT No. 0201089312 OR- O16.5' WIDE CHEVRON PIPELINE CO. PIPEUNE EASEMENT PER BK. 2271, P0. 190 AND BK. 6877, PG. 1119 BOTH O.R. (TO BE RELOCATED). O10' WIDE STANDARD OIL CO. OF CALIF. PIPELINE LICENSE AGREEMENT PER BK. 2539, PG- 70 O -R- (PORTON WITHIN THE PROJECT TO BE REMOVED). O10' VIDE PACIFIC TELEPHONE AND TELEGRAPH COMPANY COMMUNICATION EASEMENT PER BK. 172, PC. 434 O.R. 4> 3O PDE PUBLIC HIGHWAY EASEMENT PER SALES MAP OF LANDS OF KERN COUNTY LAND CO. FILED MAY 2, 1894 414 412 410 408 406 404 402 400 398 396 17+75 NO- ❑1N [2 NlI M accol fia0ate &tl Nth of �gnail. t.Sf mh - 2� mala q OFFSET g OFFSET 64-00 LT. 9.00 ITT. ME$ LT RTAPERTA 63.84 LT. 083.65 LT. 0 6337 LT. 0 6302 LT. 0 62.59 LT. 13+0&WV54.98 LT. 13+10.00 T. 13+50.00LT. 13+50.00 13+55.00T. 13+SSOO 13+60.ODT. 13+60.00 13+65.00LL13+70.00LT.13+75.00LL13+80.00T. 13+65.00 &05 LL 13+70.00 &75 LT. 13+75.00 10.30 LT. 13+80.00 13+8&CU 54.04 LT 13+90.00 54.00 LT. SCALE: 1" = 10' (HORIZ) TME COUMfY CONSTRUCTION NOTES: TAPER DATA NO. [2 NlI M accol fia0ate &tl Nth of �gnail. t.Sf mh - 2� mala Q STATION g OFFSET 12+70.00 9.00 ITT. 12+75.00 &92 RT. 12+80.00 6.69 Rt. 12+65.00 8.30 RT. 12+90.00 7.75 RT. 12+95.00 7.05 RT. 13+00.00 6.19 RT. 13+05.00 5.17 ITT. 13+10.00 4,00 ITT. 13+50.00 &00 LT. 13+SSOO 7.17 LT. 13+60.00 &19 LT. 13+65.00 &05 LL 13+70.00 &75 LT. 13+75.00 10.30 LT. 13+80.00 10.69 LT. 13+8500 10.92 LT. 13+90.00 11.00 LT. AdjmE FJM m al to, to, off NlI M accol fia0ate &tl Nth of �gnail. t.Sf mh - 2� mala ( CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 $tN' AMI. CONSTRUCT 5' (LOCAL STREETS) AND 6' (ARTERIAL & COLLECTOR STREETS) LEGEND (CONT.): LEGEND (CONT.): COMBINATION SIDEWALK PER C.D.B. STD ST -5. RI -1 RNNSN FU & INSTALL TRAFFIC SIGNS PER to EL SID. T-19: '7' '7' EDGE OF PAVEMENT all �iWtt0t4 i "R1-1• - STOPO3 2 A mW SImll Pol kmd by fix GNy of Fn#bw. BIN mBm bevy to ml"ba a RIg bw d do' h INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. bol mld sol 4Ad a r m% 40mv a66f of Same Am "R6-1" - ONE WAY "S5-2" - END SCHOOL ZONE - - - - - - - SAWOUT al hrPrmaamis mMmm eftl mow by oro co pow, A le 4Ad as maoanT ro ma 'R2vr - NO PARMNG ANYTIME *wl ENDD END 'R3 SWnCN LETTER 4 O CONSTRUCT HANDICAP RAMP PER CALTRANS 2010 STANDARD PLAN R.S.P. para mrd ENy if fe gmd ad mde ADW' al l of he -SR" - PoGHT Thm ONLY 'R81(CA)' "WI4-T - NO CUTLET L A 4 Doll fir seat "mel* aw ml to me A88A-CASE A. "Ihmih of Ift SIml All, R*W - BINE LANE _ _ - _ _ SECTION DESIGNATION it. Glob and bill EDM b*of WOO 4bd be POW a"* sw omll 11 0 ad1TAMM M'd148 pw -- o STORM DRAIN - REFER TO SEWER & STORM GRAIN PLANS 2 Q CONSTRUCT 6' BLOCK WALL PER WALL CONSTRUCTION PLANS. ® STORM DRAIN MANHOLE -REFER TO SERER &STORM DRAM PLANS "A" Oj CURVE NUMBER FOR CURVE DESCRIPTION SECTOR IS © SAWCUT EXISTING E.P. PER RESPECTIVE STREET SECTION OR AS DIRECTED BY 'T CONSTRUCT TWE CATCH BASIN WITH 35' OPENING PER ® ITEM OF MURK - SEE SCHEDULE OW d *1 aremr Adak hl 4fbr faa444 ENGINEER. CO.S. STD. 0-14, UNLESS NOTED OTHERWISE Q TAPER DATA - SEE TABLE O7 INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W-31(CA) s SEWER - REFER SEVER & STORM GRAIN PLANS SIGN AT BOUNDARY. (IF PHASES ARE NOT CONSTRUCTED SIMULTANEOUSLY) ® SEWER MANHOLE - -REFER SEWER &STORM DRAIN PLANS MONUMENT DESCRIPTION -SEE TABLE 1 EASEMENT LEGEND - SEE TABLE O O CONSTRUCT SINGLE FAMILY RESIDENTIAL DRIVE APPROACH PER A.D.A. ® SEWER CLEANOUT -REFER TO SEWER &STORM DRAIN PLANS REQUIREMENTS PER C.O.B. STD. DETAIL ST -7 ON SHEET 10. CONSTRUCT 18' BOTTOM WIDTH DPoVEWAY W/3' WINGS Bog: PAINT 12' LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED; REFER TO CONSTRUCT THE FOLLOWING WITH PHASE 1: SPECIFICATION PTH-02ALKYD. SHEET 10 FOR ADA PEDESTRIAN WALKWAY REQUIREMENTS) -SNOW ROAD (INCLUDING THE FULL LANDSCAPE MEDIAN) FOR THE F1UI- Ic INSTALL INTERCONNECT CONDUIT PER C.O.B. SM. DETAIL T-33. EXTDNT OF THE STREET LYING VAININ THE TRACTS BOUNDARY. 1D PROTECT IN PLACE -QUAIL CREEK ROAD (INCLUDING PAVEMENT TRANSITIONS) FROM SNOW --- ---- TRACT BOUNDARY ROAD To THE NORTHERN PHASE 1 BOUNDARY INSTALL TRAFFIC SIGNAL & INTERCONNECT CONDUITS PER C.O.B. STD. DETAIL T-33 .. .. PHASE BOUNDARY CONSTRUCT THE FOLLOWING WITH PHASE 4: 11 AND T-34. -ETCHART ROAD (INCLUDING THE FULL LANDSCAPE MEDIAN) FOR THE FULL - - - - - - - MATCH LINE ROOFH 14E SST ( ETT LYING WITHINPAVEMTHE CONSTRUCT TYPE "B5" TACK ON MEDIAN CURB PER K.C.D.S. PLATE NO. 52. -QUAIL TRANSITIONS)SBFDARY.ROM HART CENTERUNE ROAD TO THE NORTHERN PHASE 1 BOUNDARY. 13 CONSTRUCT MEDIAN LANDSCAPE/HARDSCAPE PER PER K.C.D.S. PLATE NO. L-14. AdjmE FJM m al to, to, off NlI M accol fia0ate &tl Nth of �gnail. t.Sf mh - 2� mala GNY I&. $tN' AMI. SEC710N "A -A" ATO I. AV awkwol miff mdef* MW omtmm to a &qml 'Irl( Ow mahl"ammat of pel0rmed 4W d Kr WkWill SNCI= of mo ml&ml rsmt mapw Ami owl M ma m pamamfe d aha all �iWtt0t4 �!' &' km asl 0 51a . ommlf 4Wy Wood SAM .9. ,Sill of aWsG'vp dr18 opAom bdeg mm.d kf wkmw .almd be 4arl at the Al of raxalal as *ecw by No 01y 2 A mW SImll Pol kmd by fix GNy of Fn#bw. BIN mBm bevy to ml"ba a RIg bw d do' h AQaal Rill Barka Arwill amyl ocova f bol mld sol 4Ad a r m% 40mv a66f of Same Am ON amk 006 me l dfil -oFayl ftkmpf 4Id ml m * mll and bol to be GeA l al hrPrmaamis mMmm eftl mow by oro co pow, A le 4Ad as maoanT ro ma to g o ami Ser and caval to of iradvmn dy soca 14 bang aMy NNW ap" sib" Paltyamb dmy* a al by ASAR o-dSST h a oTtam of para mrd ENy if fe gmd ad mde ADW' al l of he P of at 8' bdbm !op of mbgrrr� l ymawt o oralimaa Ofto s t`ngi*ef►. gm�oW me rartfiq PoaamNt axMD 4 Doll fir seat "mel* aw ml to me of 28' km me oll of O lmaba m m &ww RaM"d P" *0 co44rm to me mwdmmlta of SAardmd Doll ST -11. "Ihmih of Ift SIml All, R*W camwe (mixconart mmil t Sa6 ND/oa Sdi it. Glob and bill EDM b*of WOO 4bd be POW a"* sw omll 11 0 ad1TAMM M'd148 pw not ammaml gopm: i abtaFmd baa Ayr �S' 17• All d9W Weil omes&rmtko al bB pol h *W m S All mm SW be anrkw m me mit v to me all and All ad be Am mm t5' def cm*"mAdd I dW 14 Edge d CHI* gpvmb add' be o mh of 25' brm adfil tat ma he a Ill to p6dmaA ma 14 f -*6g MA d 6 gaol m0aa, OW be mAmd and mmwd & Comv* Add be bal weal$ edged and I* ('aeb M47 ED acoam l m ukudm of No reohbttld doe OW d *1 aremr Adak hl 4fbr faa444 wraito m of of a&" ffmxk dlr NAM *a ma a m # P(aemM aailp catsromrd am&nosx9 to aalmefa MNdy&d XePt mm§f tflMAeeeN Me aa6g CPVpmad 7. p6m dqi be amebacM of alb ..\! ` eatr of apxoada al of & xh o 2.8' elMll a /9rod d amts' at gylrovaie and W IRd' �" i Baa k8a alararoarN Ivfm 10 and m *aW by me Utyt tq "' Vol --.- ea' _ - , .. " .-•`�:� ,. ` �,-ate .' ^ V _.: awl' m 13' VARIES - _VARIES - =I } -}9' z 1 I VARIES 4 MIw U 3.OSR%MAX. � •a IX AG MEGAN CURB PAVEMENT 0.45' AC PAMNG T.I. 9-0 0.75 AUG. BASE NOTES "R" VALUE 41 1-30' COMPACTED SUBGRABE COMPACTED TO 95% +"* ALL MEDIAN CURB SHALL BE CONSTRUCTED SNOW ROAD PER COUNTY DETAIL R-52 (TYPE 85) STA 13+90.00 TO 16+63.09(E SCALE: 1" = 10' (HORIZ) 0 6' , I aa -es' -.2b 0 F11'fS 1' L o 0L,I 15 Know what's below. Call before you CRIPPLE CREEK AVENUE u K W j I J$ 2 y F rn �i I �Mf I 3 da Ey m �5 (E) STRIPING TO REMAIN � 6" CONC. MON. IN LH. j W/ BRASS CAP STAMPED L.S. 4383 PER TRACT 7229, M.B. 60, PGS. 139-141 i CRIPPLE CREEK AVENUE SNOW ROAD SEE SHEET 12 o� COO f $ + t0l ti o F m NI N U v F N m (N) DETAIL 32 20+00 — _ 21+00 (N) DETAIL 32 wl _ LOCK WALL 15 TYP. ss <1 19 I 28 II PHASE 1 rn i n ,-r(N) DETAIL 38 22 E:? QUAIL CREEK ROAD STA. 4+00.00 C.L. TO 18+50.00 C.L. SCALE: 1" = 50' I N n O 0 m � � m M I 3� J O O U O I .alli a� n m O 00 ZO O O h V O W m V + O 12. _15. o� COO f $ + t0l ti o F m NI N U v F N m (N) DETAIL 32 20+00 — _ 21+00 (N) DETAIL 32 wl _ LOCK WALL 15 TYP. ss <1 19 I 28 II PHASE 1 rn i n ,-r(N) DETAIL 38 22 E:? QUAIL CREEK ROAD STA. 4+00.00 C.L. TO 18+50.00 C.L. SCALE: 1" = 50' ( mi 1 I ) KENNICK STREET o� o� 0 01 M M i _ (nl / FUTURE CURB AND GUTTER a c 00 I (N) DUAL 22 12 C 3 00 34+00 35+00 _ (N) DETAIL 22 (N) DETAIL 38 / US BLOCK WALL) zI 13 M m m m 1CX I t PHASE 5 PH 6 QUAIL CREEK ROAD STA. 33+00.00 C.L. TO 33+40.63 C.L. SCALE: 1" = 50' DETAIL 32 1 PHASE 1 m y N n + p � TYP. a w y 15 o O !V d O m Fm O O h / (N) DETAL 32 m V + ( mi 1 I ) KENNICK STREET o� o� 0 01 M M i _ (nl / FUTURE CURB AND GUTTER a c 00 I (N) DUAL 22 12 C 3 00 34+00 35+00 _ (N) DETAIL 22 (N) DETAIL 38 / US BLOCK WALL) zI 13 M m m m 1CX I t PHASE 5 PH 6 QUAIL CREEK ROAD STA. 33+00.00 C.L. TO 33+40.63 C.L. SCALE: 1" = 50' DETAIL 32 1 PHASE 1 m n � O q Wp, O Fm O O h N + Z m V + O 4TH 2 TVP. 12 a O 15 8 SLI -- — — �2, ---------- �(w) DETAIL 311A 7 DETAIL 32 DETAIL 32 SOCK WALL 1 15 1 1 I I � 6 I 5 / 4 PHASE 2 1 j I ° 7 * STRIPE ONLY IF THE FULL WIDTH OF QUAIL CREEK ROAD HAS BEEN CONSTRUCTED NORTH OF CASELLA STREET. IF NOT, INSTALL BARRICADE UNTIL TRACT 6419 PHASE 4 HAS COMPLETED CONSTRUCTION OF QUAIL CREEK ROAD. QUAIL COVE; COURT < lO t/� m to I� N pQ I- I r N h IF O CBI MU Qj + FOV m a (w)DETAIL 32 X16+00,1 - - I 17+00— - _ _18+00 (N) DETAIL 32 e PHASE 1 L rc __ _ __ __ S ---- f^KWA $ w LL 15 N ri /✓ ci �� \ M TVP. FI M' I IR1-1 x� 1 I l l PHASE 3 !� 1' PHASE 3 PHASE 4 AIN N I PHASE 4 QUAIL CREEK ROAD QAC -BLOCK WALL 14 PHASE 5 STA. 18+50.00 C.L. TO 33+00.00 C.L. CONSTRUCTION NOTES: SCALE: 1" = 50' ----------------- 15 I BLOCK WALL- \ d TYR LJ vt 113 PHASE 5 PH 6 12 Qi CONSTRUCT TYPE B CURB & GUTTER PER C.O.B. STD ST -1 O CONSTRUCT 5' (LOCAL STREETS) AND 6' (ARTERIAL & COLLECTOR STREETS) COMBINATION SIDEWALK PER C.O.B. STD ST -5. 11 Q INSTALL STREET SIGN PER C.O.S. STANDARD DETAIL T-1. ETCHART ROAD I ® CONSTRUCT HANDICAP RAMP PER CALTRANS 2010 STANDARD PLAN R.S.P. II '� AS8A-CASE A. ao NOTE: Q5 CONSTRUCT 6' BLOCK WALL PER WALL CONSTRUCTION PLANS. Qp,OFESSm LEGEND: LEGEND (CONT.): ABBREVIATIONS SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. © SAWCUT EXISTING E.P. PER RESPECTIVE STREET SECTION OR AS DIRECTED BY $ I (N) NEW (E) EXISTING mTb BIKE UNE MARKINGS PER CAL -TRANS STANDARDS ENGINEER. n w FL FLOVIUNE N. 6462^ POVC POINT ON VERTICAL CURVE x F"j CL CENTERLINE SVC BEGIN VERTICAL CURVEALL PERMANENT PAVEMENT MARKINGS TO BE THERMOPLASTIC RVE Ji' CAL -TRANS TYPE IV ARROW INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W+" E.P. EDGE OF PAVEMENT EVC END VERTICAL CURVE LEFT OR RIGHT AS APPLICABLE PAINT PER CALTRANS STANDARD SPECIFlCATION ON SECTION Q W-31(CA) SIGN. I kW' BCR BEGIN CURB RETURN PI POINT OF INTERSECTION w CAL -TRANS TYPE 1 (10) ARROW 84, 2010 EDITION. I d d ECR END CURB RETURN PL PROPERTY UNE CONSTRUCT SINGLE FAMILY RESIDENTIAL DRIVE APPROACH PER A.D.A. srg7 CIVf� P��P N BC BEGIN CURVE R/W RIGHT-OF-WAY CAL -TRANS TYPE VI ARROW ALL PERMANENT STRIPING TO BE PAINTED PER CALTRANS © REQUIREMENTS PER C.O.B. STD. DETAIL ST -7 ON SHEET 10. EOF CAL7FC R=LS' EC END CURVE TC TOP OF CURB STANDARD SPECIFICATION ON SECTION 84, 2010 EDITION. 36+00 I A.P. ANGLE POINT TYP. TYPICAL .04- CAL -TRANS TYPE NII ARROW PAINT 12" LIMIT/CROSSWALK LINES USING THERMOPLASTIC PAINT PER CALTRANS - - - --- — RIGHT OF WAY CAL -TRANS TYPE VII ARROW ALL TEMPORARY STRIPING AND MARKING DESIGNATED NTH(T) � STANDARD SPECIFlCATION ON SECTION 84, 2010 EDITION. ✓• 'd EDGE OF PAVEMENT HEFT OR RIGHT AS APPLICABLE SHALL BE STRIPING TAPE (SSP) OR WATERBOURNE PAINT. S tel. Oily 1 to PROTECT IN PLACE a �i-� CAL -TRANS TYPE III ARROW C / MEDIAN LEFT OR RIGIii As APPLICABLE SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT s n REMOVE PAVEMENT MARKINGS. �n CAL -TRANS TYPE 1 (18) ARROW STRIPING& PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT , r<� ® CAL -TRANS CALKER OR STRIPER DETAIL NUMBER ® PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. Q NEW PAVEMENT MARKING -SEE LEGEND. r T TEMPORARY CAL -TRANS MARKER OR STRIPING DETAIL NUMBER � CAL -TRANS TYPE III B ARROW I I 39 F FUTURE CAL -TRANS MARKER OR STRIPING DETAIL NUMBER -me-r, LEFf �A PogTTTYPE�II�LIOW�LL 13 RELOCATE TRAFFIC SIGN. , RI -1 t4 EXISTING PAVEMENT MARKING TO REMAIN. , 1 i FURNISH &INSTALL TRAFFIC SIGNS S PER C.O.B. 5 0.T -i9 �� p GALT TRANS HYPE II B ARROW D 'Rt -1' STOP 'WI 7' DOUBLE ARROW t5 NEW TRAFFIC SIGN SEE LEGEND. II 'R6 1' - ONE WAY "WI 6' - SINGLE ARROW STOP 'STOP' MARKING PER CAL TRANS STANDARDS Q 11 i RS 1' DO NOT ENTER "N7-1" - CURVE ARROW �I °R26(CA1' - NO PARKING 'W3-3*- SIGNAL AHEAD AHEAD 'AHEAD' MARKING PER CAL -TRANS STANDARDS t6 CONSTRUCT TYPE "85" TACK ON MEDIAN CURB PER K.C.D.S. PLATE NO. R-52. , "R3 -5R - RIGHT TURN ONLY 'V13-1' - STOP AHEAD R4-7" - KEEP RIGHT S5-2" - END SCHOOL ZONE & 'HANDICAP' MARKING PER CAL -TRANS STANDARDS t7 MEDIAN NOSE TO BE PAINTED WITH STANDARD TRAFFIC YELLOW COLOR. Know what's below. ETCHART ROAD 'R81(CAr - BIKE LANE "S4-2' WHEN CHILDRBd ARE PRESENT 0811 before you di 'W31(CA)' - END S4-3" - SCHOOL "RR XINT MARKING PER CAL -TRANS STANDARDS 18 REMOVE (E) CROSSWALK LIMIT LINE. Y g "W14-1' - DEAD END "R2 7' SPEED LIMIT 20 20000 — 'W14-2" - NO OUTLET 'R3-4' NO U TURN _ FUTURE CAL -TRAILS STRIPING AND MARKINGS, TYPICAL is REMOVE (E) STOP BAR LINE. -. (E) STRIPING TO BE REMOVED. CITY RECORDS NO: n 0 4TH Jj O O 8 SLI L 1+ MJ e p ((OAn li -4 K \4 < mo J ti lJ m Ia �titi � Q (N) DETAIL 32 (N) DETAIL 32 =26+00 - 27+00 _ _ _ _ 29+00 _ _ _ 0+0 0 37+00p +0 33 00 (N) DETAIL 32 (N) DETAIL 32 7 AS NEEDED.�. (N) 9'x45' DETAIL 22 U PARABOLIC STRIPE L rc __ _ __ __ S ---- f^KWA $ w LL 15 N ri /✓ ci �� \ M TVP. FI M' I IR1-1 x� 1 I l l PHASE 3 !� 1' PHASE 3 PHASE 4 AIN N I PHASE 4 QUAIL CREEK ROAD QAC -BLOCK WALL 14 PHASE 5 STA. 18+50.00 C.L. TO 33+00.00 C.L. CONSTRUCTION NOTES: SCALE: 1" = 50' ----------------- 15 I BLOCK WALL- \ d TYR LJ vt 113 PHASE 5 PH 6 12 Qi CONSTRUCT TYPE B CURB & GUTTER PER C.O.B. STD ST -1 O CONSTRUCT 5' (LOCAL STREETS) AND 6' (ARTERIAL & COLLECTOR STREETS) COMBINATION SIDEWALK PER C.O.B. STD ST -5. 11 Q INSTALL STREET SIGN PER C.O.S. STANDARD DETAIL T-1. ETCHART ROAD I ® CONSTRUCT HANDICAP RAMP PER CALTRANS 2010 STANDARD PLAN R.S.P. II '� AS8A-CASE A. ao NOTE: Q5 CONSTRUCT 6' BLOCK WALL PER WALL CONSTRUCTION PLANS. Qp,OFESSm LEGEND: LEGEND (CONT.): ABBREVIATIONS SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. © SAWCUT EXISTING E.P. PER RESPECTIVE STREET SECTION OR AS DIRECTED BY $ I (N) NEW (E) EXISTING mTb BIKE UNE MARKINGS PER CAL -TRANS STANDARDS ENGINEER. n w FL FLOVIUNE N. 6462^ POVC POINT ON VERTICAL CURVE x F"j CL CENTERLINE SVC BEGIN VERTICAL CURVEALL PERMANENT PAVEMENT MARKINGS TO BE THERMOPLASTIC RVE Ji' CAL -TRANS TYPE IV ARROW INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W+" E.P. EDGE OF PAVEMENT EVC END VERTICAL CURVE LEFT OR RIGHT AS APPLICABLE PAINT PER CALTRANS STANDARD SPECIFlCATION ON SECTION Q W-31(CA) SIGN. I kW' BCR BEGIN CURB RETURN PI POINT OF INTERSECTION w CAL -TRANS TYPE 1 (10) ARROW 84, 2010 EDITION. I d d ECR END CURB RETURN PL PROPERTY UNE CONSTRUCT SINGLE FAMILY RESIDENTIAL DRIVE APPROACH PER A.D.A. srg7 CIVf� P��P N BC BEGIN CURVE R/W RIGHT-OF-WAY CAL -TRANS TYPE VI ARROW ALL PERMANENT STRIPING TO BE PAINTED PER CALTRANS © REQUIREMENTS PER C.O.B. STD. DETAIL ST -7 ON SHEET 10. EOF CAL7FC R=LS' EC END CURVE TC TOP OF CURB STANDARD SPECIFICATION ON SECTION 84, 2010 EDITION. 36+00 I A.P. ANGLE POINT TYP. TYPICAL .04- CAL -TRANS TYPE NII ARROW PAINT 12" LIMIT/CROSSWALK LINES USING THERMOPLASTIC PAINT PER CALTRANS - - - --- — RIGHT OF WAY CAL -TRANS TYPE VII ARROW ALL TEMPORARY STRIPING AND MARKING DESIGNATED NTH(T) � STANDARD SPECIFlCATION ON SECTION 84, 2010 EDITION. ✓• 'd EDGE OF PAVEMENT HEFT OR RIGHT AS APPLICABLE SHALL BE STRIPING TAPE (SSP) OR WATERBOURNE PAINT. S tel. Oily 1 to PROTECT IN PLACE a �i-� CAL -TRANS TYPE III ARROW C / MEDIAN LEFT OR RIGIii As APPLICABLE SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT s n REMOVE PAVEMENT MARKINGS. �n CAL -TRANS TYPE 1 (18) ARROW STRIPING& PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT , r<� ® CAL -TRANS CALKER OR STRIPER DETAIL NUMBER ® PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. Q NEW PAVEMENT MARKING -SEE LEGEND. r T TEMPORARY CAL -TRANS MARKER OR STRIPING DETAIL NUMBER � CAL -TRANS TYPE III B ARROW I I 39 F FUTURE CAL -TRANS MARKER OR STRIPING DETAIL NUMBER -me-r, LEFf �A PogTTTYPE�II�LIOW�LL 13 RELOCATE TRAFFIC SIGN. , RI -1 t4 EXISTING PAVEMENT MARKING TO REMAIN. , 1 i FURNISH &INSTALL TRAFFIC SIGNS S PER C.O.B. 5 0.T -i9 �� p GALT TRANS HYPE II B ARROW D 'Rt -1' STOP 'WI 7' DOUBLE ARROW t5 NEW TRAFFIC SIGN SEE LEGEND. II 'R6 1' - ONE WAY "WI 6' - SINGLE ARROW STOP 'STOP' MARKING PER CAL TRANS STANDARDS Q 11 i RS 1' DO NOT ENTER "N7-1" - CURVE ARROW �I °R26(CA1' - NO PARKING 'W3-3*- SIGNAL AHEAD AHEAD 'AHEAD' MARKING PER CAL -TRANS STANDARDS t6 CONSTRUCT TYPE "85" TACK ON MEDIAN CURB PER K.C.D.S. PLATE NO. R-52. , "R3 -5R - RIGHT TURN ONLY 'V13-1' - STOP AHEAD R4-7" - KEEP RIGHT S5-2" - END SCHOOL ZONE & 'HANDICAP' MARKING PER CAL -TRANS STANDARDS t7 MEDIAN NOSE TO BE PAINTED WITH STANDARD TRAFFIC YELLOW COLOR. Know what's below. ETCHART ROAD 'R81(CAr - BIKE LANE "S4-2' WHEN CHILDRBd ARE PRESENT 0811 before you di 'W31(CA)' - END S4-3" - SCHOOL "RR XINT MARKING PER CAL -TRANS STANDARDS 18 REMOVE (E) CROSSWALK LIMIT LINE. Y g "W14-1' - DEAD END "R2 7' SPEED LIMIT 20 20000 — 'W14-2" - NO OUTLET 'R3-4' NO U TURN _ FUTURE CAL -TRAILS STRIPING AND MARKINGS, TYPICAL is REMOVE (E) STOP BAR LINE. -. (E) STRIPING TO BE REMOVED. CITY RECORDS NO: SNOW ROAD SEE SHEET 12 1 I� 1 I � L I I I I I, L SNOW ROAD SEE SHEET 12 i QUAIL COVE; COURT to 'mWo_a 2 �=AI1zNWN�W vIPi ==wozym^Jc' �Zoemm7dyN�J�N' 15 .�. ' _ c<5 ,3�zn^mNn�Js0 �m•JtiRU<'' oJ��� II I IiIIjn'iIJ nJVNJ + iq ' -4 A � + NV TP. 12 15 2 s N) DETAIL 38 (N) DETAII J-3MRA '. 17 12 12 I I ...... _ (N) DETAIL 3E ao' GAP (N) DETAIL 3z � � I f M) DETAIL 22 —= --=---=I-- _---=-h__— _= -- 17I- (N)DETAIL 22 m (N) DETAIL 32 - _ _— �(N) DETAIL 22 r I I OCK Wal I 15 rc m ^ J J rc p I I I TYP. / s N J 99s Y'~W F-ffi �J •�J jJJ I N�ci I I % �� 18 +- 8 1<-m '<'o �' I 6 I 5 / 4 z� ti - c3o di�l b n 1�1 otsd oad I z^ zm zad wN 1 oz� I 1 / o i N ai�i. H H.1' 8 d II LiimH dim In �^ PHASE 2 oZ5 _ PHASE 1� I �-------- QUAIL CREEK ROAD STA. 4+00.00 C.L. TO 18+50.00 C.L. SCALE: 1" = 50' QUAIL N 0 CONSTRUCTION NOTES: "B" OI J 1n CONSTRUCT TYPE CURB &GUTTER PER C.O.S. STD ST -1 STA. 18+50. C.L. TO 23+20.40 C.L. co SCALE: 1" SC = 5O 0 CONSTRUCT 5' (LOCAL STREETS) AND 6' (ARTERIAL & COLLECTOR STREETS) � 3 V Fn COMBINATION SIDEWALK PER C.O.B. STD ST -5. 8 Q INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1, N AIS CONSTRUCT HANDICAP RAMP PER CALTRANS 2010 STANDARD PLAN R.S.P. ZNN I �Vj FNS ABBA-CASE A. .. ., 1 w. N L(N) DETAIL 22 CONSTRUCT 6' BLOCK WALL PER WALL CONSTRUCTION PLANS. LEGEND: LEGEND (CONT.); A@@8E1161141JS (N) DETAIL SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. © - (N) NEW (E) _ (N) DETAL 30A a b BIKE LANE MARKINGS PER CAL -TRANS STANDARDS DETAIL 38A TO BE BY 01HERS F00 24+00::. ... INSTALL TYPE III BARRICADE PER CALTRANS SID PLAN A73C WITH W-31(CA) SIGN WITH PH. 1 z TIP. 7 LOCK Wal 15 a aI �o19 oiI 28 Wil' I �` y��- 1 n PHASE 3 �PHASE 3 d PHASE 4 II ot3d oad o d °� o+ + p.' r w r- o 6p�iN ON Z 0� � N � N � L � I v N � (V � N � � � m N PHASE 1d d N , W �/----------'--------- � �-" � �1 m N 'PH. KENWICK STREET 06-0"0 i t (PFT 1 & 2 ONLY) QUAIL CREEK ROAD CONSTRUCTION NOTES: "B" Qi CONSTRUCT TYPE CURB &GUTTER PER C.O.S. STD ST -1 STA. 18+50. C.L. TO 23+20.40 C.L. SCALE: 1" SC = 5O 0 CONSTRUCT 5' (LOCAL STREETS) AND 6' (ARTERIAL & COLLECTOR STREETS) COMBINATION SIDEWALK PER C.O.B. STD ST -5. Q INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1, ® CONSTRUCT HANDICAP RAMP PER CALTRANS 2010 STANDARD PLAN R.S.P. ABBA-CASE A. NOTE: © CONSTRUCT 6' BLOCK WALL PER WALL CONSTRUCTION PLANS. LEGEND: LEGEND (CONT.); A@@8E1161141JS SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. © SAWCUT EXISTING E.P. PER RESPECTIVE STREET SECTION OR AS DIRECTED BY (N) NEW (E) DOSTNG a b BIKE LANE MARKINGS PER CAL -TRANS STANDARDS ENGINEER. FL FLOWUNE POVC POINT ON VERTICAL CURVE ALL PERMANENT PAVEMENT MARKINGS TO BE THERMOPLASTIC CL CENTERLINE BVC BEGIN VERTICAL CURVE CAL -TRANS TYPE IV ARROW PAINT PER CALTRANS STANDARD SPECIFICATION ON SECTION 7 INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH E.P. EDGE OF PAVEMENT EVC END VERTICAL CURVE LEFT OR RIGHT AS APPLICABLE W-31(CA) SIGN. BCR BEGIN CURB RETURN PI POINT OF INTERSECTION b CAL -TRANS TYPE 1 (10) ARROW $4, 2010 EDITION. ECR END CURB RETURN PL PROPERTY LINE CONSTRUCT SINGLE FAMILY RESIDENTIAL DRIVE APPROACH PER A.D.A. BC BEGIN CURVE R/W RIGHT-OF-WAY CAL -TRANS TYPE M ARROW ALL PERMANENT STRIPING TO BE PAINTED PER CALTRANS © REQUIREMENTS PER C.O.B. STD. DETAIL ST -7 ON SHEET 10. EC END CURVE TC TOP OF CURB STANDARD SPECIFICATION ON SECTION 84, 2010 EDITION. A.P. ANGLE POINT TYP. TYPICAL CAL -TRANS TYPE NII ARROW 0 PAINT 12" LIMIT/CROSSWALK LINES USING THERMOPLASTIC PAINT PER CALTRANS ---------- NIGHT OF WAY .�b ALL TEMPORARY STRIPING AND MARKING DESIGNATED WITH (T) STANDARD SPECIFICATION ON SECTION 84, 2010 EDITION. .n EDGE OF PAVEMENT CAL -TRANS TYPE M1 ARROW LEFT OR RIGHT AS APPLICABLE SHALL BE STRIPING TAPE (SSP) OR WATER13OURNE PAINT. to PROTECT IN PLACE CAL -TRANS TYPE III ARROW MEDIAN LEFT at RIGHT AS APPLICABLE SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT ii REMOVE PAVEMENT MARKINGS. �� CAL -TRANS TYPE 1 (18) ARROW STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT 39 CAL -TRANS MARKER OR STRIPING DETAIL NUMBER PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD.tz O NEW PAVEMENT MARKING -SEE LEGEND. F391 T TEMPORARY CAL -TRANS MARKER OR STRIPING DETAIL NUMBER _49: CAL -TRANS TYPE 111 B ARROW 39 F ❑ FUTURE CAL -TRANS MARKER OR STRIPING DETAIL NUMBER CAL -TRANS TYPE II ARROW 5 RELOCATE TRAFFIC SIGN. , RI -i ,gam LEFT OR RIGHT AS APPLICABLE 14 EXISTING PAVEMENT MARKING TO REMAIN. FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: p CAL -TRANS TYPE 11 B ARROW "RI -1" - STOP"WI-Y "R6-1" -GINE WAY - DOUBLE ROW 'WI -s" - SINGLE ARROW STOP 'STOP MARKING PER CAL -TRANS STANDARDS 15 NEW TRAFFIC SIGN - SEE LEGEND. 'R5-1" - DO NOT ENTER "R28(CA� - NO PARKING "WI -1" - CURVE ARROW "W3-3" - SIGNAL AHEAD AHEAD 'AHEAD" MARKING PER CAL -TRANS STANDARDS is CONSTRUCT TYPE "B5" TACK ON MEDIAN CURB PER K.C.D.S. PLATE NO. R-52. "R3 -5R - RIGHT TURN ONLY "W3-1" - STOP AHEAD 'R4-7• - KEEP RIGHT 'S5-2' END SCHOOL ZONE "HANDICAP" MARKING PER CAL -TRANS STANDARDS i7 MEDIAN NOSE TO BE PAINTED WITH STANDARD TRAFFIC YELLOW COLOR. Know WhaPS below. - & "R81(CA)' - BINE LANE "S4-2' - WHEN CMLDREN ARE PRESENT 'W31(CA)' - END 'S4 -Y - SCHOOL 'R2-1" "RR RING" MARKING PER CAL -TRANS STANDARDS t8 C811 before OU dig. REMOVE (E) CROSSWALK LIMIT LINE. Y g "WIVIi - DEAD END - SPEED LIMIT 20 "W14-2' - NO OUTLET 'R3-4" - NO U TURN - FUTURE CAL -TRANS STRIPING AMD MARKINGS, TYPICAL 19 REMOVE (E) STOP BAR LINE. (E) STI ING TO BE REMOVED. � w a o v z N M 2 M OW)r0 �U Q rn E m in - w F zz m m .WmMm N (E) MEDIAN CURB —�TO RERAN.— — — 6+00 (E) STRIPING TO REMAIN _ _ � 21 I I TRACT No. 59091 CONSTRUCT 5 (LOCAL S EETS) AND 6 (ARTERIAL & COLLEC S) M. BK. 48, PG. 2� COMBINATION SIDEWALK PER C.O.B. STD ST -5. 13 RELOCATE TRAFFIC SIGN. 2 INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ® CONSTRUCT HANDICAP RAMP PER CALTRANS 2010 STANDARD PLAN R.S.P. EXISTING PAVEMENT MARKING TO REMAIN. LEGEND: N U o ABBREVIATIONS O5 CONSTRUCT 6' BLOCK WALL PER WALL CONSTRUCTION PLANS. J - (N) j (E) STRIPE TO REMAIN Z U FL ENGINEER. J O INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W-31(CA) W o STANDARD SPECIFICATION ON SECTION 84, 2010 EDITION. "1,13 T o M I ALL TEMPORARY STRIPING AND MARKING DESIGNATED WITH (T) c M I BCR Zm Z REMOVE (E) STOP BAR LINE. v V I 1 REQUIREMENTS PER C.O.B. STD. DETAIL ST -7 ON SHEET 10. 20 O . t�77t� 4 O O O PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. m A.P. ANGLE POINT TYP. TYPICAL < J CAL -TRANS TYPE NN ARROW _ --------- RIGHT OF WAY 10 PROTECT IN PLACE LEFT OR RIGHT AS APPLICABLE 11 REMOVE PAVEMENT MARKINGS. EDB OF PAVEMENT QUAIL CREEK ROAD SEE SHEET 11 VTR. 7264 1 m I 8o S SII I \ 0 0 0 )'ihiE% 1 J¢ III IYM III A JN JJ 8 ti IN om mm ¢ v, �1 �� I�)A _��� �• m! 1 9+00 17 14 _ -(E) STRIPE TO REMAI 12 '� (N) DETAIL 39 (N) DETAIL 38 2 KEEP KC DETAIL 22 BE REMOVED FOR DETAILS I(N) DETAIL 38 DETAIL 27B(T) REMAIN PROPOSED MEDIAN C TO BETREMOVED nSEE SHEET 1D FOR [ (N) DETAIL 271 DETAIL 22 B REMOVED (N) DETAIL 22 —� (E) DETAIL 2 B d GUTTER M - TO REMAIN (E) CUR pRKER - )) k26 (C, R26 R76 Ck. �IJc qpq o '- �I I l � mWFJ HO � J �TRACT No. o QM 729 -UNIT 3 hif pJ OtV i< hiw o 2 J 4 w w M M. BK. 60, PG. 142 w `j G 55 j7 + om ) li S F I � mm 'I I zN �F zw min 1 ¢N 1 > zm 1 mN I III t 1 [ mm I 'I� n iI it w QUAIL CREEK ROAD SNOW ROAD SEE SHEET 11 STA. 8+00.00 C.L. TO 16+62.79 C.L. SNOW ROAD STA. 18+00.00 C.L. TO 22+00.00 C.L. SCALE: 1" = 50' SCALE: 1" = 50' CONSTRUCTION NOTES: iO CONSTRUCT TYPE 'I CURB & GUTTER PER C.O.B. STD ST -1 TR TOR STREET NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. 0 CONSTRUCT 5 (LOCAL S EETS) AND 6 (ARTERIAL & COLLEC S) 1 COMBINATION SIDEWALK PER C.O.B. STD ST -5. 13 RELOCATE TRAFFIC SIGN. O3 INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ® CONSTRUCT HANDICAP RAMP PER CALTRANS 2010 STANDARD PLAN R.S.P. EXISTING PAVEMENT MARKING TO REMAIN. LEGEND: ALL PERMANENT PAVEMENT MARKINGS TO BE THERMOPLASTIC A88A-CASE A. NEW TRAFFIC SIGN - SEE LEGEND. ABBREVIATIONS O5 CONSTRUCT 6' BLOCK WALL PER WALL CONSTRUCTION PLANS. (N) © (E) STRIPE TO REMAIN CONSTRUCT TYPE "B5" TACK ON MEDIAN CURB PER K.C.D. S. PLATE NO. R-52. FL ENGINEER. TAPER DATA N0. 1 O INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W-31(CA) MEDIAN NOSE TO BE PAINTED WITH STANDARD STATION OFFSET FROM STANDARD SPECIFICATION ON SECTION 84, 2010 EDITION. "1,13 T REMOVE (E) CROSSWALK LIMIT LINE. SIGN AT PHASE BOUNDARY. ALL TEMPORARY STRIPING AND MARKING DESIGNATED WITH (T) LEFT OR RIGHT AS APPLICABLE Ij66 'ilmVt2 6.4 48.10 E BCR 0 CONSTRUCT SINGLE FAMILY RESIDENTIAL DRIVE APPROACH PER A.D.A.�.98 REMOVE (E) STOP BAR LINE. t^'MD 'i`A PE(i. -1 416''/0 It 3.011 LT REQUIREMENTS PER C.O.B. STD. DETAIL ST -7 ON SHEET 10. 20 O . t�77t� STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT O PAINT 12" LIMIT/CROSSWALK LINES USING THERMOPLASTIC PAINT PER CALTRANS TH PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. A.P. ANGLE POINT TYP. TYPICAL STANDARD SPECIFICATION ON SECTION 84, 2010 EDITION. CAL -TRANS TYPE NN ARROW _ --------- RIGHT OF WAY 10 PROTECT IN PLACE LEFT OR RIGHT AS APPLICABLE 11 REMOVE PAVEMENT MARKINGS. EDB OF PAVEMENT CAL -TRANS TYPE IR ARROW 1.28' LEFT OR RIGHT AS APPUCABLE MEDIAN CAL -TRANS TWE 1 (18) ARROW 3g CAL -TRANS MARKER OR STRIPING DETAIL NUMBER CAL -TRANS TWE III B ARROW 39 T TEMPORARY CAL -TRANS MARKER OR STRIPING DETAIL NUMBER gVgOFESS/pb� 39 F FUTURE CAL -TRANS MARKER OR STRIPING DETAIL NUMBER] CAL -TRANS TWE 11 ARROW LEFT T R RIGHT AS APPLICABLE 41'••F' '' Rt -1 FURNISH &INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: � CAL -TRANS TWE It B ARROW �. No. 6462L i "R7-1" - STOP "WI -V - DOUBLE ARROW `WI STOP "STOP" MARKING PER CAL -TRANS STANDARDS {,��, Exp.&f.-.F:u/ 'I "R6-1° -ONE WAY -6° -SINGLE ARROW "R5-1" - DO NOT ENTER "WI -1' - CURVE ARROW °R26(CA)" - NO PARKING ANYTIME "W3-3" - SIGNAL AHEAD AHEAD 'AHEAD" MARKING PER CAL -TRANS STANDARDS 'PT9 CIVIL 0`CALIEq " °R3-5 R" - RIGHT TURN ONLY "W3-1" - STOP AHEAD `TI "S5-2" 8 "HANDICAP° MARKING PER CAL -TRANS STANDARDS . -.. - KEEP RIGHT - END SCHOOL ZONE "R81(CA)" °54-2" - BIKE LANE - WHEN CHILDREN ARE PRESENT "RR XING" MARKING PER CAL -TRANS STANDARDS °W31(CA)° END "S4-3" - SCHOOL "W14 1" - DEAD END "R2 1" - SPEED LIMIT 2D "Wi4-2" NO OUTLET 'R3-4" - NO U TURN ��, FUTURE CAL -TRANS STRIPING AND MARKINGS, TYPICAL "R7-9° - NO PARKING/81KE LANE 38 IC { '`+ ° S 3I �° (E) STRIPING TO BE REMOVED. TRACT No. 4887 - UNIT Bw a gww� Ali. BK. 43, PG. 85 wm Q T w� w F o wmm Q ar%-i a mem mmm h 1 I, i I 12 '� (N) DETAIL 39 (N) DETAIL 38 2 KEEP KC DETAIL 22 BE REMOVED FOR DETAILS I(N) DETAIL 38 DETAIL 27B(T) REMAIN PROPOSED MEDIAN C TO BETREMOVED nSEE SHEET 1D FOR [ (N) DETAIL 271 DETAIL 22 B REMOVED (N) DETAIL 22 —� (E) DETAIL 2 B d GUTTER M - TO REMAIN (E) CUR pRKER - )) k26 (C, R26 R76 Ck. �IJc qpq o '- �I I l � mWFJ HO � J �TRACT No. o QM 729 -UNIT 3 hif pJ OtV i< hiw o 2 J 4 w w M M. BK. 60, PG. 142 w `j G 55 j7 + om ) li S F I � mm 'I I zN �F zw min 1 ¢N 1 > zm 1 mN I III t 1 [ mm I 'I� n iI it w QUAIL CREEK ROAD SNOW ROAD SEE SHEET 11 STA. 8+00.00 C.L. TO 16+62.79 C.L. SNOW ROAD STA. 18+00.00 C.L. TO 22+00.00 C.L. SCALE: 1" = 50' SCALE: 1" = 50' CONSTRUCTION NOTES: iO CONSTRUCT TYPE 'I CURB & GUTTER PER C.O.B. STD ST -1 TR TOR STREET NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. 0 CONSTRUCT 5 (LOCAL S EETS) AND 6 (ARTERIAL & COLLEC S) 1 COMBINATION SIDEWALK PER C.O.B. STD ST -5. 13 RELOCATE TRAFFIC SIGN. O3 INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ® CONSTRUCT HANDICAP RAMP PER CALTRANS 2010 STANDARD PLAN R.S.P. EXISTING PAVEMENT MARKING TO REMAIN. LEGEND: ALL PERMANENT PAVEMENT MARKINGS TO BE THERMOPLASTIC A88A-CASE A. NEW TRAFFIC SIGN - SEE LEGEND. ABBREVIATIONS O5 CONSTRUCT 6' BLOCK WALL PER WALL CONSTRUCTION PLANS. (N) © SAWCUT EXISTING E.P. PER RESPECTIVE STREET SECTION OR AS DIRECTED BY CONSTRUCT TYPE "B5" TACK ON MEDIAN CURB PER K.C.D. S. PLATE NO. R-52. FL ENGINEER. TAPER DATA N0. 1 O INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W-31(CA) MEDIAN NOSE TO BE PAINTED WITH STANDARD STATION OFFSET FROM STANDARD SPECIFICATION ON SECTION 84, 2010 EDITION. "1,13 T REMOVE (E) CROSSWALK LIMIT LINE. SIGN AT PHASE BOUNDARY. ALL TEMPORARY STRIPING AND MARKING DESIGNATED WITH (T) LEFT OR RIGHT AS APPLICABLE Ij66 'ilmVt2 6.4 48.10 E BCR 0 CONSTRUCT SINGLE FAMILY RESIDENTIAL DRIVE APPROACH PER A.D.A.�.98 REMOVE (E) STOP BAR LINE. t^'MD 'i`A PE(i. -1 416''/0 It 3.011 LT REQUIREMENTS PER C.O.B. STD. DETAIL ST -7 ON SHEET 10. 20 O . PLATE NO. L-14. STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT O PAINT 12" LIMIT/CROSSWALK LINES USING THERMOPLASTIC PAINT PER CALTRANS TH PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. A.P. ANGLE POINT TYP. TYPICAL STANDARD SPECIFICATION ON SECTION 84, 2010 EDITION. CAL -TRANS TYPE NN ARROW _ --------- RIGHT OF WAY 10 PROTECT IN PLACE LEFT OR RIGHT AS APPLICABLE 11 REMOVE PAVEMENT MARKINGS. EDB OF PAVEMENT CAL -TRANS TYPE IR ARROW 1.28' LEFT OR RIGHT AS APPUCABLE MEDIAN 01 O O 01 Hd TRESPASSING �1 12 D TR T TYPE B NEW PAVEMENT MARKING -SEE LEGEND. 1 NOTE: 13 RELOCATE TRAFFIC SIGN. SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. 1a EXISTING PAVEMENT MARKING TO REMAIN. LEGEND: ALL PERMANENT PAVEMENT MARKINGS TO BE THERMOPLASTIC is NEW TRAFFIC SIGN - SEE LEGEND. ABBREVIATIONS PAINT PER CALTRANS STANDARD SPECIFICATION ON SECTION 84, (N) 2010 EDITION. 16 CONSTRUCT TYPE "B5" TACK ON MEDIAN CURB PER K.C.D. S. PLATE NO. R-52. FL FLOWUNE POVC POINT ON VERTICAL CURVE ALL PERMANENT STRIPING TO BE PAINTED PER CALTRANS n MEDIAN NOSE TO BE PAINTED WITH STANDARD TRAFFIC YELLOW COLOR. STANDARD SPECIFICATION ON SECTION 84, 2010 EDITION. 16 REMOVE (E) CROSSWALK LIMIT LINE. EDGE OF PAVEMENT EVC END VERTICAL CURVE ALL TEMPORARY STRIPING AND MARKING DESIGNATED WITH (T) LEFT OR RIGHT AS APPLICABLE BCR SHALL BE STRIPING TAPE (SSP) OR WATERBOURNE PAINT. 1s REMOVE (E) STOP BAR LINE. ECR END CURB RETURN PL PROPERTY LINE SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT 20 O MEDIAN LANDSCAPE HARDSCAPE PER PER K.C.D.S. / PLATE NO. L-14. STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT EC TH PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. 21 REMOVE EXISTING MEDIAN CURB, LANDSCAPING, AN RECONS UC VA 1 MEDIAN CURB AND 0.45' A.C. PAVING, 0.75' CLASS II AGGREGATE BASE, AND 1.30' COMPACTED SUBGRADE. LEGEND: LEGEND (CONT.): ABBREVIATIONS (N) NEW (E) EXISTING s� BIKE LANE MARKINGS PER CALTRANS STANDARD PLAN A24C FL FLOWUNE POVC POINT ON VERTICAL CURVE CL CENTERUNE BVC BEGIN VERTICAL CURVE CAL -TRANS TYPE IV ARROW E.P. EDGE OF PAVEMENT EVC END VERTICAL CURVE LEFT OR RIGHT AS APPLICABLE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION CAL -TRANS TYPE I (1D) ARROW ECR END CURB RETURN PL PROPERTY LINE BC BEGIN CURVE I RIGHT-OF-WAY c� CAL -TRANS TYPE M ARROW EC END CURVE TC TOP OF CURB A.P. ANGLE POINT TYP. TYPICAL CAL -TRANS TYPE NN ARROW --------- RIGHT OF WAY CAL -TRANS TYPE VII ARROW LEFT OR RIGHT AS APPLICABLE EDB OF PAVEMENT CAL -TRANS TYPE IR ARROW LEFT OR RIGHT AS APPUCABLE MEDIAN CAL -TRANS TWE 1 (18) ARROW 3g CAL -TRANS MARKER OR STRIPING DETAIL NUMBER CAL -TRANS TWE III B ARROW 39 T TEMPORARY CAL -TRANS MARKER OR STRIPING DETAIL NUMBER gVgOFESS/pb� 39 F FUTURE CAL -TRANS MARKER OR STRIPING DETAIL NUMBER] CAL -TRANS TWE 11 ARROW LEFT T R RIGHT AS APPLICABLE 41'••F' '' Rt -1 FURNISH &INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: � CAL -TRANS TWE It B ARROW �. No. 6462L i "R7-1" - STOP "WI -V - DOUBLE ARROW `WI STOP "STOP" MARKING PER CAL -TRANS STANDARDS {,��, Exp.&f.-.F:u/ 'I "R6-1° -ONE WAY -6° -SINGLE ARROW "R5-1" - DO NOT ENTER "WI -1' - CURVE ARROW °R26(CA)" - NO PARKING ANYTIME "W3-3" - SIGNAL AHEAD AHEAD 'AHEAD" MARKING PER CAL -TRANS STANDARDS 'PT9 CIVIL 0`CALIEq " °R3-5 R" - RIGHT TURN ONLY "W3-1" - STOP AHEAD `TI "S5-2" 8 "HANDICAP° MARKING PER CAL -TRANS STANDARDS . -.. - KEEP RIGHT - END SCHOOL ZONE "R81(CA)" °54-2" - BIKE LANE - WHEN CHILDREN ARE PRESENT "RR XING" MARKING PER CAL -TRANS STANDARDS °W31(CA)° END "S4-3" - SCHOOL "W14 1" - DEAD END "R2 1" - SPEED LIMIT 2D "Wi4-2" NO OUTLET 'R3-4" - NO U TURN ��, FUTURE CAL -TRANS STRIPING AND MARKINGS, TYPICAL "R7-9° - NO PARKING/81KE LANE IC { '`+ ° S (E) STRIPING TO BE REMOVED. - €,/ Know what's below. Call before you dig. 0 T. 7o o w