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HomeMy WebLinkAbout1.1-7264 Ph 1 - 6ASPHALT 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 ADDITION OF ASPHALT BINDER, THE COMBINED MINERAL AGGREGATE FOR TYPE A (MODIFIED) OR TYPE B (MODIFIED) ASPHALT CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS FOR 3/4" MAXIMUM, MEDIUM GRADING. 3. ASPHALT BINDER FOR TYPE A (MODIFIED) ASPHALT CONCRETE SHALL BE PG 64-10 PERFORMANCE GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER. ASPHALT BiNDER FOR TYPE B (MODIFIED) ASPHALT CONCRETE SHALL BE PG 64-10 PERFORMANCE GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER. THE ASPHALT BINDER SHALL CONFORM TO THE REQUIREMENTS IN THE TABLE FOR "STEAM -REFINED PAVING ASPHALTS," IN SECTION 92-1.02, "GRADES," OF THE STANDARD SPECIFICATIONS. 4. THE AMOUNT OF ASPHALT BiNDER TO BE MIXED WITH THE MINERAL AGGREGATE SHALL BE DETERMINED BY THE CONTRACTOR IN ACCORDANCE WITH CAUFORNIA TEST METHOD 367 USING SAMPLES OF MATERIALS PROPOSED FOR USE IN THE WORK. THE AMOUNT OF ASPHALT BiNDER SHALL BE APPROVED BY THE CITY 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 CAUFORNIA 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 CENTERUNE 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 APPUED 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 PUBUC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED CONFORMS TO FACIUTATE 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 ON ALL CONTIGUOUS LANES OF THE TRAVELED WAY BEFORE THE LANES ARE OPENED TO PUBUC TRAFFIC. AT THE END OF EACH WORK SHIFT, THE DISTANCE BETWEEN THE ENDS OF A LAYER OF ASPHALT CONCRETE ON ADJACENT LANES SHALL NOT BE GREATER THAN 10 FEET. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBUC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. 13. ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM 92 PERCENT OF THE MAXIMUM THEORETICAL DENSITY AS DETERMINED BY ASTM D-2041. IN -PEACE DENSITY SHALL BE DETERMINED IN ACCORDANCE WiTH CAUFORNIA 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 9079 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 UTIUZING 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, THE NEAREST LANE UNE OR PAVEMENT EDGE, AND THE TRANSVERSE LIMITS OF GRINDING ARE NORMAL TO THE PAVEMENT CENTERLINE. 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 APPUED TO ALL FINISHED ASPHALT SURFACES AT THE DEVELOPER'S EXPENSE. THE FOG SEAL COAT SHALL BE EITHER REJUVENATING AGENT OR ASPHALTIC EMULSION AS DIRECTED BY THE CITY ENGINEER. 19. ARTERIAL AND COLLECTOR STREET BASE MATERIAL SHALL BE CRUSHED AGGREGATE BASE (CAB) CONFORMING TO SECTION 200--2.2 OF THE "GREENBOOK". BASE MATERIAL FOR LOCAL STREETS SHALL BE CAB OR FINE GRADATION CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200-2.4 OF THE "GREENBOOK"........ WHICH ALLOWS UP TO 50% OF THE VOLUME TO BE RECLAIMED ASPHALT CONCRETE PORTLAND CEMENT CONCRETE, LEAN CONCRETE BASE, 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 957o 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 1. ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS AND SPECIFICATIONS OF THE CiTY OF BAKERSFIELD AND CALTRANS STANDARD SPECIFICATIONS. 2. THE FOLLOWING CITY OF BAKERSFIELD STANDARDS SHALL BE CONSIDERED PART OF THESE PLANS: ST -1 STANDARD CURB AND GUTTER ST -2 STANDARD MEDIAN CURBS TYPE "M" ST -3 STANDARD COMMERCIAL DRIVE APPROACH TYPE "A" ST -4 STANDARD COMMERCIAL DRiVE APPROACH TYPE "B' ST -6 STANDARD PAVEMENT PATCHES ST -7 STANDARD CROSS GUTTERS ST -9 STANDARD STREET SPECIFICATIONS ST -13 STANDARD SURVEY MONUMENTS ST -14 STANDARD STREET LIGHT MAST ARM TYPE ST -15 STANDARD SYMMETRICAL CUL-DE-SACS ST -15B STANDARD OFFSET CUL-DE-SACS ST -16 STANDARD STREET KNUCKLES ST -19 STANDARD HANDICAP RAMPS D-14 STANDARD CATCH BASiN TYPE "A" D-16 STANDARD GUTTER DEPRESSIONS T-1 STANDARD STREEET SIGN POST STYLE 3. PAVEMENT: PAVING FOR RESIDENTIAL AND LOCAL STREETS SHALL BE: 0.20' TYPE "B" ASPHALT CONCRETE OVER 0.50' AGGREGATE BASE OVER 0.50' ORIGINAL GROUND. O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. PAVING FOR QUAIL CREEK ROAD (LOCAL COLLECTOR): 0.30' TYPE "B" 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. PAVING FOR SNOW ROAD (ARTERIAL): 0.45' TYPE "B" ASPHALT CONCRETE OVER 0.75' AGGREGATE BASE OVER 1.30' ORIGINAL GROUND. O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. STANDARD NOTES (CONPT. 25. NO PUBUC WORKS INSPECTIONS WiH BE GIVEN FOR THE WORK IN THE UNDEDICATED ROADWAYS IN THIS PROPERTY UNTIL A SUBDIVISION PERMIT HAS BEEN OBTAINED. 26. MEDIAN HARDSCAPE IMPROVEMENTS SHOWN ARE FOR INFORMATIONAL PURPOSES ONLY. ACTUAL LAYOUT, COLOR, AND TEXTURED PATTERN SHALL BE APPROVED ON THE LANDSCAPE PLANS BY THE RECREATION & PARKS DEPARTMENT. 27. NOTE TO STAMP A "C" ON TOP OF CURB OF MEDIAN OVER EACH CONDUIT LOCATIONS. 28. PRIOR TO PAVING THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY THAT THE CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. ' SHOULD CONDITIONS BE CHANGED, A REVISED PLANS SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING. 29. LUMINARIES SHALL BE SOLID STATE UGHT EMITTING DIODE WITH TWIST LOCK PHOTOCELL (ORIENTED NORTH) AND SHALL CONFORM TO THE LATEST REQUIREMENTS OF THE CURRENT CITY OF BAKERSFIELD LED STREET LIGHTING SPECIFICATIONS. 30. ANY ITEMS IN PUBLIC RIGHT-OF-WAY THAT ARE DAMAGED OR DO NOT MEET CURRENT STANDARDS SET BY PUBUC WORKS WILL REQUIRE REPAIRING AND/OR UPGRADING AS PER CiTY ENGINEER. 31. MAXIMUM SLOPE FROM BACK OF SIDEWALK TO FACE OF WALL OR STRUCTURE SHALL BE 4:1, EXCEPT FOR TWO FEET BEHIND THE SIDEWALK WHERE THE MAXIMUM SLOPE SHALL BE 2%. ALTERNATIVELY, THE CITY ENGINEER MAY APPROVE CURBING BEHIND THE SIDEWALK OR OTHER METHOD TO PREVENT EROSION INTO THE SIDEWALK. 32. INSTALL BLUE MARKERS AT CENTERLINE FOR FIRE HYDRANT LOCATIONS. 'N"8$ J4`31 -W--666:@ -E 40MRT--R4AD- ^ -- --- --- ---- - `3 4 � ^fit i 1 1 1 sLO pL___PHASE 7 o�, io LA COURT � g iq_ J'ERA i 13 12 1 11 1 1 9 1 8 15 WI I I W t LWAJ 4. INSTALL STANDARD SURVEY MONUMENT FRAME AND COVER PER CITY OF +� BAKERSFIELD STD. DWG. ST -13. 1--. v 1 I 17 iJ 1 2 1 3 1 4 1 5 1 --- ® TO BE INSTALLED _ I 1 1 Fi 7 1 O EXISTING c� AtIBION iCOU_R� i 5. �' INSTALL TRAFFIC CONTROL SIGNS M - - - ---� I 8 INSTALL STANDARD STREET NAME SIGNS PER C.O.B. STD. T -1o --,- -- M INSTALL METRO SIZE STREET NAME SiGNS PER C.O.B. STD. T-1 p P. z54 S 1 -C:>- INSTALL STANDARD STREET LIGHTS, 5800 LUMEN H.P.S.V. PER ;T13 14 1 13 1 12 1 11 1 10 C.O.B. STD. ST --23 AND SPECIAL PROVISION 7-86-10, ua LJ � 1 I 1 1 I � � W - D INSTALL STREET UGHTS, 9500 LUMEN H.P.S.V. PER C.O.B. STD. -- ST-23 AND SPECIAL PROVISION 7-86-10. - , i = q--- - �- -- 6 _M STREET UGHTS SHALL MATCH THOSE EXISTING IN THE VICINITY. z: z 1 z 1 3 1 4 1 5 1 8U 3 1 ! I z 6. INSTALL TYPE "B" CURB AND GUTTER, PER C.O.B. STANDARD ST -1, ON ALL 0 STREETS UNLESS OTHERWISE NOTED. t _ CAS LLA .STRE ft 7. INSTALL 4.5' SIDEWALK ON ALL LOCAL STREETS UNLESS OTHERWISE NOTED. 8 X z:_ _ PHASE 4 8. SEWER LATERAL LOCATIONS TO BE STAMPED(S) INTO THE CURB FACE OVER t 14 i 13 1 12 I 11 I10 9 EACH SEWER LATERAL. 1 t 9. INSTALL ADDITIONAL # 3-1/2 PULL BOX FOR STREET UGHTS AT P.G.& E. I SERVICE POINT. ALL PULL BOXES TO BE INSTALLED ON A GRAVEL BED A t :- Q MINIMUM OF 6 THICK. , 2 1 3 1 4 1 5 -- - -- -t 1� 7 a 10. ALL MANHOLE AND LAMPHOLE FRAME AND COVERS SHAD_ BE SET 1/4" BELOW DRC MAN.COUT PAVEMENT GRADE. l 8 11 UNDERGROUND SERVICE ALERT SHALL BE CONTACTED AT LEAST 2 WORKING DAYS PRIOR TO CONSTRUCTION. 1-800-227-2600.P6,'3 T 12. WARNING/REGULATORY SIGNS: SIGN PANELS SHALL BE MOUNTED ON POSTS qty 15 1 14 1 13 1 12 1 WITH HAWKiNS M2G SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR EQUAL. ROADSIDE SIGNS INSTALLED PER STD. T-19 SHALL BE LOCATED WITHIN -- ---.- 10 1 SIDEWALK 6" FROM BACK. 1 L 2 1 3 1 4 13. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD i I I 1 8 i PUBUC WORKS DEPT. FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED _ _ �LF;�Vi�ICK STRET 1 - - t� STREET RIGHT--OF-WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK �+ i - - _ - -- - ---T 1 7 i tco PERFORMED WITHIN THE RIGHT-OF-WAY AND INSURANCE SHALL BE POSTED --� PHpiSE ' a _8 PRIOR TO ISSUANCE OF THE PERMIT. --� i t 14. AGGREGATE BASE: AGGREGATE BASE MATERIAL FOR ARTERIAL & COLLECTOR i+ 28 i 27 i 2s 1 Zs 1 24 ROADWAYS SHALL BE CRUSHED AGGREGATE BASE (CAB) CONFORMING TO 15 �+ t q 9 t SECTION 200-2.2 OF THE STANDARD SPECIFICATIONS FOR PUBUC WORKS CONSTRUCTION, LATEST EDITION ("GREENBOOK"). AGGREGATE BASE MATERIAL -- FOR LOCAL ROADWAYS SHALL BE EITHER CAB OR CRUSHED MISCELLANEOUS - 19 20 1 21 1 22 1 23 1 1 BASE (CMB) CONFORMING TO SECTION 200-2.4 OF THE STANDARD - t I SPECIFICATIONS FOR PUBUC WORKS CONSTRUCTION, LATEST. EDITION. �� t RO R_TQt COL T - oo >� AGGREGATE BASE SHALL BE FURNISHED AND PLACED IN ACCORDANCE WiTH ��� ii • - _ - _ < -11 THE CONTRACT PLANS, THE STANDARD SPECIFICATIONS FOR PUBUC WORKS cy) of I ice - CONSTRUCTION AND THESE DETAILED SPECIFICATIONS. AGGREGATE BASE _ -) Mt i T 12 10 SHALL BE GRADED TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95% i I 1 AC t OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D-1557. W 18 17 1 18 1 15 1 14 1 m 1 13 W - s 15. SUBGRADE PREPARATION: THE CONTRACTOR SHALL FINE GRADE AND COMPACT i-• i .A.:'" "{.' IFS STREET SUBGRADE iN ACCORDANCE WITH THE CONTRACT PLANS, CITYo t 4 ` i 2 1 1 �fi. REQUIREMENTS AND STANDARD SPECIFICATIONS. SUBGRADE SHALL BE GRADED x 1+ III o TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95% OF THE MAXIMUM �+ z n5TAMBUOLANE z DRY DENSITY IN ACCORDANCE WITH ASTM D-1557. � t COUFT 16. ANY TRENCHING TO BE CONDUCTED SHALL BE BACKFILLED & 15 t COMPACTED PER CITY STANDARD DETAIL ST --22. i+ 5 �- `- - - - 4 � � cr- II � 17. COMPACTION TESTS SHALL BE THE RESPONSIBIUTY OF THE DEVELOPER. THE t _D I 12 1� NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE s- I I PHASE 2 13 14 t CITY ENGINEER. W_ 11 18. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION WITHIN PUBUC N - RIGHT-OF-WAY THE CITY CONSTRUCTION INSPECTION SHALL BE GIVEN 24 � Y 7� m I I - - • ,+ wt z I HOURS NOTICE. (661) 326-2049. -�` i w W I 10 SUMPt SUMP LOT- t 19. DUST CONTROL: CONTRACTOR SHALL OBTAIN A COPY OF THE DUST CONTROL -- PLAN (DCP) FOR THIS - PROJECT FROM THE DEVELOPER, AND SHALL KEEP A i ¢ I 9 COPY ON SiTE AT ALL TIMES. FOR THE DURATION OF CONTRACTOR'S ii ci Or } " OCCUPANCY OF THE SITE, CONTRACTOR iS REQUIRED TO COMPLY WITH THE PROVISIONS OF SAID LAN. P SNOW ROAD 20. STORM WATER POLLUTION PREVENTION: CONTRACTOR SHALL OBTAIN A COPY - 10 OF THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) FOR THIS PROJECT FROM THE DEVELOPER, AND SHALL KEEP A COPY ON SiTE AT ALL ------ --`_- - Clim" OF BAKERSFIELD KERN COUNTY CA IFORNIA STREET CONSITRUCTION PLANS F01 III VESTING TENT. TR. 7264 PHAS,ES 1 THRU • 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 iMLL BE GIVEN FOR THE WORK IN THIS AREA UNTIL A STREET PERMIT iMTH 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 SUPPUED FOR THIS PROJECT WILL REQUIRE A CERTIFICATE OF COMPUANCE STATING THAT THE REQUIREMENTS & STANDARDS SET FORTH BY THE CITY OF BAKERSFIELD HAVE BEEN MET. PHASE 1 28 PHASE 2 16 PHASE 3 15 PHASE 4 14 PHASE 5 14 PHASE 6 13 TOTAL: 100 PROJECT AREA: 40.01 ACRES 36 31 PHASE 1 32 33 34 PHASE 3 PHASE 4 PHASE 5 99 7Th STANDARD ROAD TONS 2,760 468 436 1,965 414 330 6,373 CL. 11 AGG. BASE 6 ETCHART ROA 4 598 557 1,893 o 422 6,853 SUBGRADE PREPARATION a SNOW ROAD 11196 1,114 5,018 1,058 843 16,571 ROJEC T 4,757 Q 1,536 3,328 8 W 9 10 S/ TE 7 DRIVEWAY SQFT oc 1,705 O ¢ v 1,470 1,480 OLIVE DRIVE SIDEWALK SQFT 25,252 9,220 7,529 17,507 7,050 18 72,405 17 15 7 r 2 16 LU o 16 T29S R2 7,E EA 8 2 2 HAGEMAN v 1 19 TRAFFIC CONTROL SIGNS EA 2 21 22 LIST OF MATERIALS VICINITY MAP NO SCALE ENGINEER'S STATEMENT, THESE .PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH CiTY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA AND INCLUDE ALL IMPROVEMENT REQUIREMENTS 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, TH IMPROVEMENT PLANS HAVE BEEN REVIEWED BY THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT. ALL IMPROVEMENTS HEREIN ARE PUBLIC AND ARE TO BE PUBLICLY MAINTAINED. APPROVED BY: NICOLAT FIDLER .C.E. DATE PUBLIC WORKS DIRECTOR CITY OF BAKERSFIELD REVIEWED BY: l� "' ✓gyp ASSISTANT PUBLIC WORKS DIRECTOR DATE CITY OF BAKERSFIELD R7112, / t EVIEWED BY: 72--� a TRAFFIC ENGINEER DATE APPROVED BY: CRAIIG M. POPE R.C.E. PUBLIC -WORKS DIRECTOR COUNTY OF KERN ITEM UNIT PHASE 1 PHASE 2 PHASE 3 PHASE 4 PHASE 5 PHASE 6 TOTAL A.C. PAVING TONS 2,760 468 436 1,965 414 330 6,373 CL. 11 AGG. BASE CUYD 2,854 598 557 1,893 529 422 6,853 SUBGRADE PREPARATION CUYD 7,342 11196 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 SQFT 3,268 1,705 1,480 1,470 1,480 1,377 10,780 SIDEWALK SQFT 25,252 9,220 7,529 17,507 7,050 5,847 72,405 HANDICAP RAMPS EA 7 - 2 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 - - - - - 445 DETAIL 22 LF 1,842 -- - 884 - - 2,726 DETAIL 278(T) LF 569 - - - - - 569 DETAIL 32 LF 2,056 - -- 1,343 - - 3,399 DETAIL 38 LF 2,325 -- - 101 - -- 2,426 DETAIL 39 LF 206 - - - - - 206 ARTERIAL Ck LENGTH (PUBUC) 663 LF 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 N0. 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 ELEVATION = 403.02' (PER 2003 COUNTY DATUM) (USGS NAVD 88 DATUM) INDEX OF SHEETS SH ET T!� 1. TITLE SHEET 2. ETCHART ROAD AND LATERA COURT 3. ALBION COURT AND CASELLA STREET E DATE TIMES. FOR THE DURATION OF CONTRACTOR S OCCUPANCY OF THE SITE, CONTRACTOR IS REQUIRED TO COMPLY WITH PROVISIONS OF SAiD PLAN. KEY MAP - COLLECTOR CE LENGTH (PUBUC) 3,305 LF 4. DROMANA COURT AND KENWICK STREET V DENOTES SHEET NUMBER 21. IF THE PROJECT IS SUBJECT - TO THE PROVISIONS OF THE SCALE: 1"=200' Og LOCAL STREET q LENGTH (PUBUC) 5,085 LF 5. ROVERTON COURT AND TAMBURLANE COURT NATIONAL POLLUTANT DISCHARGE EUMINATION SYSTEM (NPDES), "NOTICE EQEND:.. LEG -EN (CONT , '�•� LEG -END (CONT. 6. ALLENMEIR COURT AND A OF INTENT" (NOI) TO COMPLY WITH THE TERMS OF , R1-1 '� '� THE GENERAL PERMIT TO DISCHARGE STORM WATER `-'�- FURNISH & INSTAL_ TRAFFIC SIGNS PER C.O.B. STD. T-19: 'R1-1" - STOP 'ZONE �-- EDGE OF PAVEMENT RU.THguRG WAY ASSOCIATED WITH CONSTRUCTION ACTIVITY SWRCB ORDER N0. ( 2009-009-DWQ AS AMENDED BY ORDER 2010-0014-DWQ AND FL CL FLOY�.INE POVC POINT ON VERTICAL CURVE CENTERLINE BVC BEGIN VERTICAL CURVE " " °55-2" -END SCHOOL R6-1 - ONE WAY "R26(CA)' - END -- -- -- -- -- - -- -- -- -- -- SAWCUT STA. 10+00.00 C.L. TO STA. 16+00.00 C.L. ORDER 2012.0006-DWQ) MUST BE FILED WITH STATE WATER RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE THE ELEV ELEVATION EVC END VERTICAL CURVE - NO PARKING ANYTIME :W31(CA) R3 -5R -RIGHT TURN ONLY � 4-i -DEAD ENO " °W14-2" - NO OUTLET SEC1iON LET U ` A 7 ' RUTHBURG WAY BEGINNING OF ANY CONSTRUCTION ACTIVITY. COMPLIANCE WITH B.C.R. BEGIN CURB RETURN PI POINT OF INTERSECTION R81 CA ( )" -BIKE LANE -' '- ---- - - - '- S'ECil�+l DESIGNATION STA. 16+00.00 C.L. TO STA. 29+46.00 C.L. THE GENERAL PERMIT REQUIRES THAT A STORM WATER E.C.R. END CURB RETURN PRC POINT REVERSE CURVATURE - - p STORM DRAIN -REFER TO SEWER &STORM DRAIN PLANS 2 POLLUTION PLAN (SWPPP) BE PREPARED, CONTINUOUSLY BC EC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE END CURVE TC T� OF CURB ® STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS �� y�� O CURVE NUMBER FOR CURVE DESCRIPTION E 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 3.5' OPENING PER sHET IS Q ITEM OF WORK -SEE SCHEDULE STA. 10+00.00 C.L. TO STA. 22+00.00 C.L. ■ DISCHARGE IDENTIFICATION (UIOID) NUMBER 5F15C378628 HAS OF VERTICAL CURVE FC FINISH CONCRETE C.O.B. STD. p-14, UNLESS NOTED OTHERWMSE. m 9• QUAIL CREEK ROAD BEEN ISSUED BY THE STATE WATER RESOURCES CONTROL BOARD FOR THIS PROJECT. P.O.C. PA POINT ON CURVE R/W RIGHT-OF-WAY PROPERTY UNE A.P. ANGLE POINT S SEWER - REFER TO SEWER & STORM DRAIN PLANSM1TAPER DATA - SEE TABLE STA. 22+00.00 C.L. TO STA. 36+40.63 C.L. E.P. EDGE OF PAVEMENT C/G CURB AND GUTTER 0 SEWER MANHOLE -REFER SEWER & STORM DRAIN PLANS. LO MONUMENT DESCRIPTION -SEE TABLE 10 SNOW ROAD � 22. CONTRACTOR SHALL COORDINATE WITH LANDSCAPE CONTRACTOR TO INSTAL CONDUITS PRIOR TO PAVING. ® FURNISH &INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. ® SEWER CLEANOUT _ REFER TO SEWER & STORM DRAIN PLANS. 1 EASEMENT LEGEND --SEE TABLE @ EXISTING SURVEY MONUMENT a_ 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 PHASE + FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. A PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED; REFER TO CONSTRUCT THE FOLLOWING WITH PHASE 1: 12 SNOW ROAD -- STRIPING BOUNDARY WITHIN THE TRACT IF ADJACENT PHASE IS NOT SHEET 10 FOR ADA PEDESTRIAN WALKWAY REQUIREMENTS) -SNOW ROAD (INCLUDING THE FULL LANDSCAPE MEDIAN) FOR THE FULL Know what's below. CONSTRUCTED SIMULTANEOUSLY. REMOVE AND SALVAGE THE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. +c INSTAL. INTERCONNECT CONDUIT PER C.O.B. STD. DETAIL T-33. EXTENT OF THE STREET LYING WITHIN THE TRACT'S BOUNDARY. -QUAIL CREEK ROAD (INCLUDING PAVEMENT TRANSITIONS) FROM SNOW Cali "¢ FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. - _ - - - - TRACT BOUNDARY ROAD TO THE NORTHERN PHASE 1 BOUNDARY. before you dig. 24. WITH THE EXCEPTION OF THOSE ON RETURNS, STREET SIGNS SIU. ST --23 AND SPECIAL PROVISION 7-86-10. r....s..- PHASE BOUNDARY CONSTRUCT THE FOLLOWING WITH PHASE 4: AND STREET UGHTS SHALL BE INSTALLED AT THE EXTENSION -- FURNISH & INSTALL STREET UGHT--9500 LUMEN PER C.O.B.'. -ETCHART ROAD (INCLUDING THE FULL LANDSCAPE MEDIAN) FOR THE FULL OF THE NEAREST LOT UNE TO WHERE THEY ARE SHOWN STD. ST -23 AND SPECIAL PROVISION 7-86-10. '°" "� "�' ""' """" "'� "" MATCH UNE EXTENT OF THE STREET LYING WITHIN TME TRACTS BOUNDARY. 1.1-7264 Ph 1 _ 6 HEREIN. - t' EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS - - - CENTERLINE -MAIL CREEK ROAD (INCLUDING PAVEMENT TRANSITIONS) FROM ETCHART ROAD TO THE NORTHERN PHASE 1 BOUNDARY. mp V Og N w� U W m C a: a_ W a* co A N N o co o ' N -S MI SECTION UNE 00 Y � ► � QuAll. CREEK ROAD a J CO.0 AGRICULTURAL/ 00 ad I- w p � w t0!v- r- oc:1 . 00 UNDEVELOPED LAND V- V.- W w o U'=iv Z ( 8 o Off' -; v O�° -� -� 00 O,�. O`b' O`b' W 00 Og > �i o W tC O •_ 0 x U V. x W U x x x x -i 8xZ Ix UVd. V> C6 COO WM W O M O� cow h0 O a:d0'� U U} O O M W ( n '' CQ- + W W tp Op Cp Qy .d- W w O .- O to W ► c/) " ; w } D� .- O VI r- to Q© + pt© D� Dc� e! v) ® Wwj U er z .- .- x tL O •- O x w x x x O .} W tTt N o D o w U �� „� °o EXISITNG R/W DEDICATION PER SALES MAP U a z+ Q: g c+o N v o o ,�'� c-? FQ- cn Q_ 7 a i a U O`�' �� OF LANDS OF KERN COUNTY LAND COMPANY sro v ;Q p ° - - - - "' o _ °D "' _ _ _ - �'' v' - Q3 I.- o'�' FILED MAY 2, 1894 IN THE OFFICE OF KERN �,, < wck. i wa. X09 o U d o ..� I w - ---- ---1+ - - - - - - - -- <t --------- - -- L-r ---'� _ �_ _ _ -- x COUN Ox m Ci) 8xw loot Q] WCL x y�-------- _----x O�-------- ----- _ _�� iia i _ --- �,--E-W MID SECTION UNE�o1 --_----------- _ _ N88'57'51"w o�-_________ __ - ---- --------- ------ V - - - _ .57'51"W s ��� °c PROPOSE�UMIP- Ic E. -- -- ________ __�---------------- - _ - - - - ---�--S88.54'31 "E 660.08' - -: � x _ _ CONSTRUCTION _ - - - �o`� 7 FUTURE 11+00 4 12+00 13+00C.41 - 16+00 ` - - + - _ - - - i S+Ofl INSTALL TYPE til BARRICADE `•-- S8 *54' 116.94' o _ 7 N89'10'17"E 3 8 14+fl0 1 e b. PER CALTRANS STANDARD 41_0._53' _ �`�' * �' 6 PLAN A73C WITH W-31 CA SIGN AT TRACT BtXIND SEE DETAIL "A" 11 65 R/W- + t 4 - -- -- 418 416 414 412 410 408 406 404 402 400 tc tc rc PROPOSED E.P./ _ r w + r �c CONSTRUCTION LIMITS j PL ^-p _ _ _ _ _ _ _ _ _ _ - - OI LQD `s' EX. 6 CHEVRON OIL UNE N °IL 01 ��'` -m__ -- _------- -__ ------- ---------- ----------- ------_- __ 5 1 1 LANDSCAPE & WALL EASEMENt _ _-- -�� co if 1 5 ! Q CV 30' BUILDING SETBACK ,I•� 1 1 FROM OIL UNE / ."d. -M _•� 4 M� e` M w 0 v 5 -� r -j - et 6 CV li: UU tit: > ::)8 rnrn ca 1 z<++CDcn co �. „U v o I= ~m i o• a a x c i i ; W i ice• u. ETCHART ROAD (COLLECTOR STREET) STA, 10+00.,00 C.L. TO 16+61.32 C.L. SCALE: 1 = 50 HORIZONTAL 1» = 5' VERTICAL M BEARING DISTANCE L1 N 00.50'26" E 2.77' L2 IC C L3 F]m - 1320.30' 202.03 -------- �--al" _ -� ------ 3- 35.00' 27.13' 14.29' ---------�--- ------ -�_ (~-__ _� - - - -_- - 54.98' 35.00' 90'00'00" , -_ r- -- __ �� w 1966.00' 65.88' ! i 01'55'12" 0 2000.00' 67.02' I 01.55'12" STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS 2 BC EC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE END CURVE TC TOP OF CURB 0 STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN SHEET WHERE PLANS CURVE NUMBER FOR CURVE DESCRIPTIONSECTION ,S y IM PIVC POINT OF INTERSECTION TP TOP OF PAVEMENTcstrCONSTRUCT 1)0ot TYPE "A" CATCH BASIN WITH 3.5' OPENING PER o 0 1 1 z O P.O.C. PA 8 1 .� 11 o M i 5 M - 1 EDGE OF PAVEMENT C/G CURB AND GUTTER Z tr I II a�, �� -� �� 2 J J 0 w 10mm Q EXISTING SURVEY MONUMENT CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS z '`) 00 co ao cc; co I co 0 1 W �O M p 1cn++34' Coco ""` 00 co SHEET 10 FOR ADA PEDESTRIAN WALKWAY REQUIREMENTS) -SNOW ROAD (INCLUDING THE FULL LANDSCAPE MEDIAN) FOR THE FULL aC1 ++ �I N it C>- FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. - - -- `- ! 45 1 v� mii der ! i I I I 1 1 Moto FURNISH &INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. 1 tsiN N 1 cc QUAIL CREEK ROAD (6 SID. ST -23 AND SPECIAL PROVISION ?-86-10. . w SEE SHEET 9 .W -- - Z 0 ROAD TO THE NORTHERN PHASE 1 BOUNDARY. W00 w m W Z -3 u_ 7' ;.t4' + U- w N 1111111111 a W APP OXIMATE © 418 416 414 412 410 408 406 404 402 400 tc tc rc PROPOSED E.P./ _ r w + r �c CONSTRUCTION LIMITS j PL ^-p _ _ _ _ _ _ _ _ _ _ - - OI LQD `s' EX. 6 CHEVRON OIL UNE N °IL 01 ��'` -m__ -- _------- -__ ------- ---------- ----------- ------_- __ 5 1 1 LANDSCAPE & WALL EASEMENt _ _-- -�� co if 1 5 ! Q CV 30' BUILDING SETBACK ,I•� 1 1 FROM OIL UNE / ."d. -M _•� 4 M� e` M w 0 v 5 -� r -j - et 6 CV li: UU tit: > ::)8 rnrn ca 1 z<++CDcn co �. „U v o I= ~m i o• a a x c i i ; W i ice• u. ETCHART ROAD (COLLECTOR STREET) STA, 10+00.,00 C.L. TO 16+61.32 C.L. SCALE: 1 = 50 HORIZONTAL 1» = 5' VERTICAL 10+00 11+00 12+00 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 L.H., E. 1/4 COR. SEC. 5, +12" 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 E -W MID-SECTION UNE 1 N88.57'51 "W VARIES 2643.24'_ S88'57'S1 "E f±2.7' -t3.4' 2641.55' ► S.W. COR. LOT 11 OF _j SALES MAP CORALCULA S17ION, - S.M.L.K.C.L.C. FD. CONC. _ ► _ _ MON. IN L.H. MRK'D. _ 660 08' "RCE 15331" PER N " 1320.6" TRACT N0. 5222, M.B. _, S88 54 31 S88 54 31 E ► QUAIL CREEK DRIVE r 39, PGS. 113-114 TRACT ► i I i BOUNDARY o ► q ETCHART ROAD w o MMI z LINE TABLE LINE BEARING DISTANCE L1 N 00.50'26" E 2.77' L2 N 00.48'11" E 16.00' L3 N 00.48'11" E 1320.30' 202.03 38.08' 275.36'44" O 35.00' 27.13' 14.29' 44.24'55" O 35.00' 54.98' 35.00' 90'00'00" O 2034.00' 68.16' 34.08' 01'55'12" "R3 -5R"" - RIGHT TURN ONLY 1966.00' 65.88' 32.94' 01'55'12" 0 2000.00' 67.02' 1 33.51' 01.55'12" STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS 2 BC EC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE END CURVE TC TOP OF CURB 0 STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN SHEET WHERE PLANS CURVE NUMBER FOR CURVE DESCRIPTIONSECTION ,S y IM PIVC POINT OF INTERSECTION TP TOP OF PAVEMENTcstrCONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER MI OF VERTICAL CURVE FC FINISH CONCRETE C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. O P.O.C. PA NO s SEWER -REFER TO SEWER &STORM DRAIN PLANS o M E.P. EDGE OF PAVEMENT C/G CURB AND GUTTER 0 SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. MONUMENT DESCRIPTION -SEE TABLE Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. 0 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. Q EASEMENT LEGEND - SEE TABLE Q EXISTING SURVEY MONUMENT CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS NOTE- -- - FURNISH & INSTALL STREET SIGN PER C.O.B. SID. T-1. Q W �O • 001 d0 . W SHEET 10 FOR ADA PEDESTRIAN WALKWAY REQUIREMENTS) -SNOW ROAD (INCLUDING THE FULL LANDSCAPE MEDIAN) FOR THE FULL aC1 FURNISH & INSTALL METRO STREET SIGN PER C.O.B. SID. T-1. rc INSTALL INTERCONNECT CONDUIT PER C.O.B. STD. DETAIL T-33. EXTENT OF THE STREET LYING WITHIN THE TRACT'S BOUNDARY. --QUAIL CREEK ROAD (INCLUDING PAVEMENT TRANSITIONS) FROM SNOW C>- 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 7-86-10. �� _ k... _. .e e _ PHA BOUNDARY CONSTRUCT THE FOLLOWING WITH PHASE 4: -ETCHART ROAD (INCLUDING THE FULL LANDSCAPE MEDIAN] FOR THE FULL -�-- FURNISH &INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. '® '°� ®® MATCH UNE EXTENT OF THE STREET LYING WITHIN THE TRACTS BOUNDARY. (6 SID. ST -23 AND SPECIAL PROVISION ?-86-10. rLFo .W -- - - --- CENTERLINE ROAD TO THE NORTHERN PHASE 1 BOUNDARY. W00 w m N -3 u_ 7' ;.t4' + U- w N to W APP OXIMATE © EXISTING GROUND Ir m N Lr_N r� + M J _j ¢ v; c� .- o CENTERLINE a . W < W CENTERLINE + - w - i ao ac�Q_ 04K Na ZI w - 0 0:4- LU z O a v) LJ' N -m_._ _ ---- - _ -- ROXIMA :< w ccnn S=o.2 % CD c d PROPOSED NORTH FLO NE 7% V_ 00, ± S=0.25 LAIJ I 0 I'M CENTERLI IU E m w u; �t I _ _ __ _ N cb o O OPOSED TH FL W LINE mw CS g-- od i w i -^ Lq ul cn - _ -- -- -- FUTURE TN FL WLINE __ 1 ^ ••rte t PR OSED TH FLO NE FROXIMA t SUNG OUND > Uq t W 4 10+00 11+00 12+00 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 L.H., E. 1/4 COR. SEC. 5, +12" 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 E -W MID-SECTION UNE 1 N88.57'51 "W VARIES 2643.24'_ S88'57'S1 "E f±2.7' -t3.4' 2641.55' ► S.W. COR. LOT 11 OF _j SALES MAP CORALCULA S17ION, - S.M.L.K.C.L.C. FD. CONC. _ ► _ _ MON. IN L.H. MRK'D. _ 660 08' "RCE 15331" PER N " 1320.6" TRACT N0. 5222, M.B. _, S88 54 31 S88 54 31 E ► QUAIL CREEK DRIVE r 39, PGS. 113-114 TRACT ► i I i BOUNDARY o ► q ETCHART ROAD w o MMI z LINE TABLE LINE BEARING DISTANCE L1 N 00.50'26" E 2.77' L2 N 00.48'11" E 16.00' L3 N 00.48'11" E 1320.30' d' N -' TRACT SALES o 1 a 1* o BOUNDARY MAP LINE/ M o m N p TRACT p z► LOT 20 BOUNDARY z tVARIES OF SALES i m MAP ► Q Im DETAIL W SCALE: NONE 13+00 14+00 FD. 2" I.P. WITH K.C.S. B.C. MKD. "REPL 9-3-76" FOR N.E. COR. LOT 17 OF S.M.L.K.C.L..C. FD. K.C.S. 2" I.P. MARKED FOR LOT CORNER PER FILED MAP NO. 7-1, BK. 6, PG. 50 6' WING W CENTERLINE STORM DRAIN 15+00 16+00 17+00 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA O 30.00' 47.26' 30.13' 90'15'03" O 42.00' 202.03 38.08' 275.36'44" O 35.00' 27.13' 14.29' 44.24'55" O 35.00' 54.98' 35.00' 90'00'00" O 2034.00' 68.16' 34.08' 01'55'12" "R3 -5R"" - RIGHT TURN ONLY 1966.00' 65.88' 32.94' 01'55'12" 0 2000.00' 67.02' 1 33.51' 01.55'12" CENTERLINE STORM DRAIN UP FLOWLINE CURB & GUTTER SIDEWALK LANDSCAPE 418 416 414 412 410 408 406 404 402 400 QUAIL CREEK ROAD SEE SHEET 9 0 0 I o � +1 M t QUAIL CREEK F SEE SHEET 9 414 412 410 408 406 404 402 I 1 1 LA 1 tHA UUUH 1 (LOCAL STREET) STA. 10+00.00 C.L. TO 13+82.05 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL ihr7 TYPICAL CATCH BASIN LOCATION AT CURB RETURN h- 00 N.T.S. LEGEND: LEGEND (CONT.).- LEGEND (CON �,• ABBREVIATIONS R1-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: - dl� , . -� .f� EDGE OF PAVEMENT FL FLOWL.INE POVC POINT ON VERTICAL CURVE to CV 'Ri -1" - STOP *R6-1* -ONE WAY '°S5-2" - END SCHOOL ZONE - - - -- -- -- -- -- - - - SAWCUT CL CENTERLINE BVC BEGIN VERTICAL CURVE nj "R26(CA)" - NO PARKING ANYTIME 131(CA)" - END *W1 SECTION LETTER ELEV ELEVATION EVC END VERTICAL CURVE "R3 -5R"" - RIGHT TURN ONLY A B.C.R. BEGIN CURB RETURN PI POINT OF INTERSECTION 4-2" - NO T R81(CA} - BIKE LANE OUTLET SECTION DESIGNATION E.C.R. END CURB RETURN PRC POINT OF REVERSE CURVATURE _ _ D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS 2 BC EC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE END CURVE TC TOP OF CURB 0 STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN SHEET WHERE PLANS CURVE NUMBER FOR CURVE DESCRIPTIONSECTION ,S y IM PIVC POINT OF INTERSECTION TP TOP OF PAVEMENTcstrCONSTRUCT 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. c� P.O.C. PA POINT ON CURVE R/W RIGHT-OF-WAY PROPERTY UNE A.P. ANGLE POINT s SEWER -REFER TO SEWER &STORM DRAIN PLANS 1� TAPER DATA - SEE TABLE E.P. EDGE OF PAVEMENT C/G CURB AND GUTTER 0 SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. MONUMENT DESCRIPTION -SEE TABLE Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. 0 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. Q EASEMENT LEGEND - SEE TABLE Q EXISTING SURVEY MONUMENT CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS NOTE- -- - FURNISH & INSTALL STREET SIGN PER C.O.B. SID. T-1. Q PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED; REFER TO CONSTRUCT THE FOLLOWING WITH PHASE 1: . W SHEET 10 FOR ADA PEDESTRIAN WALKWAY REQUIREMENTS) -SNOW ROAD (INCLUDING THE FULL LANDSCAPE MEDIAN) FOR THE FULL __�w_ T FURNISH & INSTALL METRO STREET SIGN PER C.O.B. SID. T-1. rc INSTALL INTERCONNECT CONDUIT PER C.O.B. STD. DETAIL T-33. EXTENT OF THE STREET LYING WITHIN THE TRACT'S BOUNDARY. --QUAIL CREEK ROAD (INCLUDING PAVEMENT TRANSITIONS) FROM SNOW C>- 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 7-86-10. �� _ k... _. .e e _ PHA BOUNDARY CONSTRUCT THE FOLLOWING WITH PHASE 4: -ETCHART ROAD (INCLUDING THE FULL LANDSCAPE MEDIAN] FOR THE FULL -�-- FURNISH &INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. '® '°� ®® MATCH UNE EXTENT OF THE STREET LYING WITHIN THE TRACTS BOUNDARY. (6 SID. ST -23 AND SPECIAL PROVISION ?-86-10. -QUAIL CREEK ROAD (INCLUDING PAVEMENT TRANSITIONS} FROM ETCHART EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PIANS -- - - --- CENTERLINE ROAD TO THE NORTHERN PHASE 1 BOUNDARY. 418 416 414 412 410 408 406 404 402 400 QUAIL CREEK ROAD SEE SHEET 9 0 0 I o � +1 M t QUAIL CREEK F SEE SHEET 9 414 412 410 408 406 404 402 I 1 1 LA 1 tHA UUUH 1 (LOCAL STREET) STA. 10+00.00 C.L. TO 13+82.05 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 400 9+00 414 412 410 408 406 404 402 400 398 10+00 11+00 12+00 YIY 412 410 408 406 404 402 400 13+00 SEE SHEET 7 ihr7 h- 00 to CV P't co nj N r- N CV Ck d. c� eco > q w > U L4 . W Uj kz Im0 YNM�� W _ 1 w (6 co W OXIMATE W00 w m N -3 u_ °D 2i ;.t4' + U- w N to "� APP OXIMATE © EXISTING GROUND Ir m N Lr_N r� + EXISTING GRAND _j ¢ v; c� .- o CENTERLINE a . °' < CENTERLINE + - w - i ao ac�Q_ 04K ¢ •a --- - 0 0:4- LU z O a v) LJ' N -m_._ _ ---- - _ -- :< w S=o.2 % c d PROPOSED NORTH FLO NE 400 9+00 414 412 410 408 406 404 402 400 398 10+00 11+00 12+00 YIY 412 410 408 406 404 402 400 13+00 SEE SHEET 7 EASEMENT LEGEND: 9+00 10+00 OPUBLIC HIGHWAY EASEMENT PER TRACT No. 5909, M. BK. 48, PG. 22 > 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 O20' WIDE N.O.R.S.D. SEWER EASEMENT PER DOCUMENT No. 0201089312 O.R. O16.5' WIDE CHEVRON PIPELINE CO. PIPELINE EASEMENT PER BK. 2271, PG. 190 AND BK. 6877, PG. 1119 BOTH O.R. (TO BE RELOCATED). 10' WIDE STANDARD OIL CO. OF CALIF. PIPELINE LICENSE OAGREEMENT PER BK. 2539, PG. 70 O.R. (PORTION WITHIN .� �,�X• THE PROJECT TO BE REMOVED). PAD ELEV. 2� O10' WIDE PACIFIC TELEPHONE AND TELEGRAPH COMPANY COMMUNICATION EASEMENT PER BK. 172, PG. 434 O.R. 8 30' WIDE PUBLIC HIGHWAY EASEMENT PER SALES MAP OF LANDS OF KERN COUNTY LAND CO. FILED MAY 2, 1894 CONSTRUCTION NOTES: �1 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. 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. �5 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. v REQUIREMENTS PER C.O.B. STD. DETAIL ST -7 ON SHEET 10. 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.O.B. STD. DETAIL T-33 AND T-34. 12 CONSTRUCT TYPE "1315" TACK ON MEDIAN CURB PER K.C.D.S. PLATE NO. 52. 21 R/W z a ZI =t 11+00 12+00 13+00 PL R/W 45' t14' -t30' LANDSCAPE EASEMENT TO THE CITY OF BAKERSFIE W/ FINAL MAP 3' VARIES 1 2' 016.5' 1 1 t 1 i t 5, B/W 6, FL 34' 20 I 1.5% MIN - 2.0% 3.4% MAX. 2 430' A.C. PAVING 1 0.40' AGG. BASE 0.80' COMPACTED SUBGRADE T.I. 6.t COMPACTED TO 95% "R" VALUE 41 ETCHART ROAD A STA 10+00.00 TO 16+61.51 2 SCALE: 1" = 10' (HORIZ) R/W 1 30' I 5' 20' I 20' w z u_ 1.5% MIN. 1.5% MIN. Iy 3.4% MAX. I 3.47* MAX. 5' 5' w 0_ z z ori-" z f 2,p� N+�N• z1 d 1 7 414 412 410 408 406 404 402 400 398 14+00 O' -t16' ;P ! VARIES I i i f 1 1 ► 1.5% MIN. I 13.4% MAXI EX. GROUND 00 DAYLIGHT 4:1 TO EX. GROUND 0.20' A.C. PAVING) 0.50' AGG. BASE 0.50' COMPACTED O.G. TO PROPOSED TYPE "B" Know what's below. PROPCOSED URB TYPETTERB' 95% RELATIVE DENSITY CURB &GUTTER Cal I before you dig. T.I. 4.5 LOCAL STREET "R" VALUE 41 TYPICAL SECTION D 1. 1-7264 Ph 1 - 6 SCALE: 1" = 10' {HORIZ) 2 ihr7 h- 00 to CV nj N r- N d• :' �� Ck d. c� eco > q w > �? -, Uj kz Im0 W _ 1 (6 0 APP OXIMATE W its °D 2i ;.t4' + U- w N C14+ © EXISTING GROUND r� 0) _j ¢ v; c� .- �- CENTERLINE + - w - I�IIIIIIII 04K --- - occoat izwnw cn -m_._ ___. -- -- -- :< w Y c d 7% S=0.25 N cb co tM O OPOSED TH FL W LINE Lq w EASEMENT LEGEND: 9+00 10+00 OPUBLIC HIGHWAY EASEMENT PER TRACT No. 5909, M. BK. 48, PG. 22 > 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 O20' WIDE N.O.R.S.D. SEWER EASEMENT PER DOCUMENT No. 0201089312 O.R. O16.5' WIDE CHEVRON PIPELINE CO. PIPELINE EASEMENT PER BK. 2271, PG. 190 AND BK. 6877, PG. 1119 BOTH O.R. (TO BE RELOCATED). 10' WIDE STANDARD OIL CO. OF CALIF. PIPELINE LICENSE OAGREEMENT PER BK. 2539, PG. 70 O.R. (PORTION WITHIN .� �,�X• THE PROJECT TO BE REMOVED). PAD ELEV. 2� O10' WIDE PACIFIC TELEPHONE AND TELEGRAPH COMPANY COMMUNICATION EASEMENT PER BK. 172, PG. 434 O.R. 8 30' WIDE PUBLIC HIGHWAY EASEMENT PER SALES MAP OF LANDS OF KERN COUNTY LAND CO. FILED MAY 2, 1894 CONSTRUCTION NOTES: �1 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. 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. �5 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. v REQUIREMENTS PER C.O.B. STD. DETAIL ST -7 ON SHEET 10. 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.O.B. STD. DETAIL T-33 AND T-34. 12 CONSTRUCT TYPE "1315" TACK ON MEDIAN CURB PER K.C.D.S. PLATE NO. 52. 21 R/W z a ZI =t 11+00 12+00 13+00 PL R/W 45' t14' -t30' LANDSCAPE EASEMENT TO THE CITY OF BAKERSFIE W/ FINAL MAP 3' VARIES 1 2' 016.5' 1 1 t 1 i t 5, B/W 6, FL 34' 20 I 1.5% MIN - 2.0% 3.4% MAX. 2 430' A.C. PAVING 1 0.40' AGG. BASE 0.80' COMPACTED SUBGRADE T.I. 6.t COMPACTED TO 95% "R" VALUE 41 ETCHART ROAD A STA 10+00.00 TO 16+61.51 2 SCALE: 1" = 10' (HORIZ) R/W 1 30' I 5' 20' I 20' w z u_ 1.5% MIN. 1.5% MIN. Iy 3.4% MAX. I 3.47* MAX. 5' 5' w 0_ z z ori-" z f 2,p� N+�N• z1 d 1 7 414 412 410 408 406 404 402 400 398 14+00 O' -t16' ;P ! VARIES I i i f 1 1 ► 1.5% MIN. I 13.4% MAXI EX. GROUND 00 DAYLIGHT 4:1 TO EX. GROUND 0.20' A.C. PAVING) 0.50' AGG. BASE 0.50' COMPACTED O.G. TO PROPOSED TYPE "B" Know what's below. PROPCOSED URB TYPETTERB' 95% RELATIVE DENSITY CURB &GUTTER Cal I before you dig. T.I. 4.5 LOCAL STREET "R" VALUE 41 TYPICAL SECTION D 1. 1-7264 Ph 1 - 6 SCALE: 1" = 10' {HORIZ) 2 I�IIIIIIII QUAIL CREEK ROAD SEE SHEET 9 QUAIL CREEK ROAD SEE SHEET 9 ALBION COURT (LOCAL STREET) STA. 10+00.00 C.L. TO 13+82.02 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 414 412 410 408 406 404 402 400 398 396 394 RUTHBURG WAY SEE SHEET 7 # 'cn I 20' � 20' I 30' 30' 1 1 RUTHBURG WAY SEE SHEET 7 392 9+00 414 412 410 408 406 404 402 400 398 396 394 3 11+00 13+00 I 7 r / f r-0 - V It INTERSECTION STA. 13+82.02 C.L. ALBION COURT STA. 26+30.00 C.L. RUTHBURG WAY 414 412 410 408 406 404 402 400 398 396 394 392 14+00 LEGEND (CONT.): QUAIL CREEK ROAD TANGENT R1-1 FURNISH & INSTALLTRAFFIC SIGNS PER C.O.B. STD. T-19: le G� EDGE OF PAVEMENT FL FLOWUNE POVC POINT ON VERTICAL CURVE 0 SEE SHEET 9 CL CENTERLINE BVC BEGIN VERTICAL CURVE o "W31(CA)" - END "R26(CA)NO PARKING ANYTIME 'W14-1- SEC71ON LETTER O M ELEVATION EVC END VERTICAL CURVE u oL _ DEAD END "R3 -5R - RIGHT TURN ONLY "WI4-2" OUTLET A j BEGIN CURB RETURN PI POINT OF INTERSECTION �N "R81(CA)" - BIKE LANE - NO _ _ .. _ _ _ _ SECTION DESIGNATION E.C.R. END CURB RETURN PRC POINT OF REVERSE CURVATURE - - D STORM DRAIN - REFER TO SEWER & STORM DRAIN PIANS 2 BC EC Q 0o 45 LJ PIVC M mtr CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER ® ITEM OF WORK - SEE SCHEDULE O N C 04- cr_ C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. r bo POINT ON CURVE R/W RIGHT-OF-WAY PROPERTY UNE A.P. ANGLE POINT l i SEWER -REFER TO SEWER &STORM DRAIN PLANS , 1 EDGE OF PAVEMENT C/G CURB AND GUTTER 2 1 O MONUMENT DESCRIPTION -SEE TABLE Zoo FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. �., Wj Q EASEMENT LEGEND - SEE TABLE 1 N 0 1 .fid. 0 Go 1 +FURNISH & INSTALL STREET SIGN PER C.O.B. SID. T-1. .d a: PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED; REFER TO CONSTRUCT THE FOLLOWING WITH PHASE 1: C;: 20' 20' 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. SID. T-1. IC INSTALL INTERCONNECT CONDUIT PER C.O.B. STD. DETAIL T-33. N FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. •d• ii -- - TRACT BOUNDARY JW (SEE DETAIL BELOW) J V .- i CONSTRUCT THE FOLLOWING WITH PHASE 4.' -c3- FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. = Q r r m iii. � -ETCHART ROAD (INCLUDING THE FULL LANDSCAPE MEDIAN) FOR THE FULL STD. ST -23 AND SPECIAL PROVISION 7-86-10. " "" MATCH UNE w M o x 441 O Q Z 4. 11 J Wal � � EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS - - W w c q 1 v Or `w s 0 v~i ccnn v r`z-• ha_' 00 1 w N tV ._ Ll: j LA NNo i l w w 4 ' -' -' co C iv j( INTERSECTION 1 1 1 5 0 APPROXIMATE co o 00 r STA. 14+96.80 C.L. CASELLA STREET = � Ki W m + ...j o JU.1 �.- 0o ao w + + CIS C14 + STA. 23+04.00 C.L. RUTHBURG WAY 1 +I A EXISTING PPROXIMA GROU TE06 D + o m t� -i \\ ci ,Q =1 > OUNDM N i cncj - O h N - c� cn N ` CENTERU E o aLR��'- 1- �.�i S= r- 4 0 • '' `-� CEM UNE tt O W S= w -0.72 N N Fa- + .., -- 4 _ _._ _ _ _._ - C3 -j a: c-� U)z a LO 11+00 496.80' 8 TYP. ( ) N cn - - - _ - _ _ _ _ - - - - �d � h m to _ _ _ L4 _. . . L _1 S= 0.51% - - T > S= 0.64% o.26x to In N p . 1 > J C3 -i S=O. 5% edpt" S=O. 5% w w U. M d' 11 .25� S=O. 1% M M W P OPOSED SOUTH FL WLINE It Cl- ' PROPOSED NORTH MOWLINE w w > a W W w w W W W 4 d a� a � a 392 9+00 414 412 410 408 406 404 402 400 398 396 394 3 11+00 13+00 I 7 r / f r-0 - V It INTERSECTION STA. 13+82.02 C.L. ALBION COURT STA. 26+30.00 C.L. RUTHBURG WAY 414 412 410 408 406 404 402 400 398 396 394 392 14+00 92 9+00 10+00 11+00 12+00 13+00 414 412 410 408 406 404 402 400 398 396 394 392 14+00 LEGEND (CONT.): QUAIL CREEK ROAD TANGENT R1-1 FURNISH & INSTALLTRAFFIC SIGNS PER C.O.B. STD. T-19: le G� EDGE OF PAVEMENT FL FLOWUNE POVC POINT ON VERTICAL CURVE 0 SEE SHEET 9 CL CENTERLINE BVC BEGIN VERTICAL CURVE o "W31(CA)" - END "R26(CA)NO PARKING ANYTIME 'W14-1- SEC71ON LETTER O M ELEVATION EVC END VERTICAL CURVE u oL _ DEAD END "R3 -5R - RIGHT TURN ONLY "WI4-2" OUTLET A j BEGIN CURB RETURN PI POINT OF INTERSECTION �N "R81(CA)" - BIKE LANE - NO _ _ .. _ _ _ _ SECTION DESIGNATION E.C.R. END CURB RETURN PRC POINT OF REVERSE CURVATURE - - D STORM DRAIN - REFER TO SEWER & STORM DRAIN PIANS 2 BC EC Q 0o 45 LJ PIVC POINT OF INTERSEC11ON TP TOP OF PAVEMENT mtr CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER ® ITEM OF WORK - SEE SCHEDULE N C 04- cr_ C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. <1 Uj POINT ON CURVE R/W RIGHT-OF-WAY PROPERTY UNE A.P. ANGLE POINT l i SEWER -REFER TO SEWER &STORM DRAIN PLANS , 1 EDGE OF PAVEMENT C/G CURB AND GUTTER 2 1 O MONUMENT DESCRIPTION -SEE TABLE Zoo FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. �., Wj Q EASEMENT LEGEND - SEE TABLE 1 N 0 1 .fid. 0 Go 1 +FURNISH & INSTALL STREET SIGN PER C.O.B. SID. T-1. .d a: PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED; REFER TO CONSTRUCT THE FOLLOWING WITH PHASE 1: C;: 20' 20' 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. SID. T-1. IC INSTALL INTERCONNECT CONDUIT PER C.O.B. STD. DETAIL T-33. Q FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. - - - - -- - TRACT BOUNDARY JW (SEE DETAIL BELOW) J V .- i CONSTRUCT THE FOLLOWING WITH PHASE 4.' -c3- FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. = Q r r m iii. � -ETCHART ROAD (INCLUDING THE FULL LANDSCAPE MEDIAN) FOR THE FULL STD. ST -23 AND SPECIAL PROVISION 7-86-10. " "" MATCH UNE EXTENT OF THE STREET LYING WITHIN THE TRACT'S BOUNDARY. M o x 441 N °c� -(MAIL CREEK ROAD (INCLUDING PAVEMENT TRANSITIONS) FROM ETCHART � � EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS - - i ROAD TO THE NORTHERN PHASE 1 BOUNDARY. c q 1 v Or `w s 0 v~i ccnn v r`z-• ha_' 00 1 w o o ._ Ll: j __j NNo i l w w 4 ' -' -' co C iv j( INTERSECTION 1 1 1 5 0 APPROXIMATE co o 00 r STA. 14+96.80 C.L. CASELLA STREET = � l0 00 0 1 0 l �.- 0o ao w + + 0,;c6II ¢� U") STA. 23+04.00 C.L. RUTHBURG WAY 1 +I W . � + o m t� -i \\ ci �Q• =1 STING OUNDM N i - O h N - c� cn N ` Fes- •Q v, n < v, o aLR��'- 1- �.�i S= r- 4 0 z_ 1` CEM UNE S= w -0.72 N N + .., -- 4 _ o - _ _._ _ ,. _.._ ., 1 4 S89'11'29"E LO 11+00 496.80' 8 TYP. ( ) s 12+00 W SEA=RCN /� - -I -0.41% - h m to _ LIJJ _ L4 _. . . L _1 S= 0.51% d > o.26x to In N p . 1 > J C3 -i - - edpt" S=O. 5% w w U. 11 .25� S=O. 1% M M W P OPOSED SOUTH FL WLINE It Cl- ' w w > a W W w w W 4 d a� 92 9+00 10+00 11+00 12+00 13+00 414 412 410 408 406 404 402 400 398 396 394 392 14+00 LEGEN LEGEND (CONT.): QUAIL CREEK ROAD TANGENT R1-1 FURNISH & INSTALLTRAFFIC SIGNS PER C.O.B. STD. T-19: le G� EDGE OF PAVEMENT FL FLOWUNE POVC POINT ON VERTICAL CURVE 0 SEE SHEET 9 CL CENTERLINE BVC BEGIN VERTICAL CURVE o "W31(CA)" - END "R26(CA)NO PARKING ANYTIME 'W14-1- SEC71ON LETTER ELEV ELEVATION EVC END VERTICAL CURVE u oL _ DEAD END "R3 -5R - RIGHT TURN ONLY "WI4-2" OUTLET A j BEGIN CURB RETURN PI POINT OF INTERSECTION �N "R81(CA)" - BIKE LANE - NO _ _ .. _ _ _ _ SECTION DESIGNATION E.C.R. END CURB RETURN PRC POINT OF REVERSE CURVATURE - - D STORM DRAIN - REFER TO SEWER & STORM DRAIN PIANS 2 BC EC Q 0o 45 LJ PIVC POINT OF INTERSEC11ON TP TOP OF PAVEMENT mtr CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER ® ITEM OF WORK - SEE SCHEDULE OF VERTICAL CURVE FC FINISH CONCRETE cr_ C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. <1 wY t POINT ON CURVE R/W RIGHT-OF-WAY PROPERTY UNE A.P. ANGLE POINT l i SEWER -REFER TO SEWER &STORM DRAIN PLANS , 1 EDGE OF PAVEMENT C/G CURB AND GUTTER 2 1 O MONUMENT DESCRIPTION -SEE TABLE Zoo FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. �., SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. Q EASEMENT LEGEND - SEE TABLE 1 co 0 1 1 Go 1 +FURNISH & INSTALL STREET SIGN PER C.O.B. SID. T-1. .d a: PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED; REFER TO CONSTRUCT THE FOLLOWING WITH PHASE 1: C;: 20' 20' 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. SID. T-1. IC INSTALL INTERCONNECT CONDUIT PER C.O.B. STD. DETAIL T-33. EXTENT OF THE STREET LYING WITHIN THE TRACTS BOUNDARY. -QUAIL CREEK ROAD (INCLUDING PAVEMENT TRANSITIONS) FROM SNOW -tea- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. - - - - -- - TRACT BOUNDARY ROAD TO THE NORTHERN PHASE 1 BOUNDARY. (SEE DETAIL BELOW) J V .- i CONSTRUCT THE FOLLOWING WITH PHASE 4.' -c3- FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. = Q r r m iii. � -ETCHART ROAD (INCLUDING THE FULL LANDSCAPE MEDIAN) FOR THE FULL �MM STD. ST -23 AND SPECIAL PROVISION 7-86-10. " "" MATCH UNE EXTENT OF THE STREET LYING WITHIN THE TRACT'S BOUNDARY. M o x 441 cn °c� -(MAIL CREEK ROAD (INCLUDING PAVEMENT TRANSITIONS) FROM ETCHART � � EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS - - i ROAD TO THE NORTHERN PHASE 1 BOUNDARY. c q 1 v Or `w s 0 v~i ccnn v r`z-• ha_' 00 1 w o o ._ Ll: j __j oocnm i l w w 4 ' -' -' co C iv INTERSECTION 1 1 1 5 oQo 0 APPROXIMATE co o 00 r STA. 14+96.80 C.L. CASELLA STREET = � l0 00 0 1 0 l �.- 0o ao w + + I ¢� U") STA. 23+04.00 C.L. RUTHBURG WAY 1 +I W . v oo t°pC o m t� -i \\ ci �Q• =1 r ER ° N i - O h N - c� cn Cl ` Fes- •Q v, n < v, LH aLR��'- 1- �.�i S= r- 4 0 z_ 1` 60 ,.�._ S= w -0.72 N N - en to -- 4 _ --- - _ _._ _ ,. _.._ ., 1 4 S89'11'29"E LO 11+00 496.80' 8 TYP. ( ) s 12+00 W SEA=RCN /� - -I -0.41% - h - 0.57/0 LEGEN LEGEND (CONT.): LEGEND , (CONT.). ABEEEEMA71ONS TANGENT R1-1 FURNISH & INSTALLTRAFFIC SIGNS PER C.O.B. STD. T-19: le G� EDGE OF PAVEMENT FL FLOWUNE POVC POINT ON VERTICAL CURVE 0 Rl "-1. - STOP "S5--2" -- END SCHOOL ZONE R6-1 ONE WAY - - - - -- - - - -- - - SAWCUT CL CENTERLINE BVC BEGIN VERTICAL CURVE o "W31(CA)" - END "R26(CA)NO PARKING ANYTIME 'W14-1- SEC71ON LETTER ELEV ELEVATION EVC END VERTICAL CURVE Ci _ DEAD END "R3 -5R - RIGHT TURN ONLY "WI4-2" OUTLET A B.C.R. BEGIN CURB RETURN PI POINT OF INTERSECTION �N "R81(CA)" - BIKE LANE - NO _ _ .. _ _ _ _ SECTION DESIGNATION E.C.R. END CURB RETURN PRC POINT OF REVERSE CURVATURE - - D STORM DRAIN - REFER TO SEWER & STORM DRAIN PIANS 2 BC EC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE END CURVE TC TOP OF CURB 0o STORM DRAIN MANHOLE -REFER TO SEWER &STORM DRAIN PLANS O CURVE NUMBER FOR CURVE DESCRIPTION SHEETHERE SECTION IS SHOW PIVC POINT OF INTERSEC11ON TP TOP OF PAVEMENT mtr CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER ® ITEM OF WORK - SEE SCHEDULE OF VERTICAL CURVE FC FINISH CONCRETE cr_ C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. <1 P.O.C. PA POINT ON CURVE R/W RIGHT-OF-WAY PROPERTY UNE A.P. ANGLE POINT s SEWER -REFER TO SEWER &STORM DRAIN PLANS 11 TAPER DATA - SEE TABLE E.P. EDGE OF PAVEMENT C/G CURB AND GUTTER ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. O MONUMENT DESCRIPTION -SEE TABLE Zoo FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. ® SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. Q EASEMENT LEGEND - SEE TABLE EXISTING SURVEY MONUMENT co CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/N WINGS NOTE' Go 1 +FURNISH & INSTALL STREET SIGN PER C.O.B. SID. T-1. .d a: PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED; REFER TO CONSTRUCT THE FOLLOWING WITH PHASE 1: C;: 20' 20' 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. SID. T-1. IC INSTALL INTERCONNECT CONDUIT PER C.O.B. STD. DETAIL T-33. EXTENT OF THE STREET LYING WITHIN THE TRACTS BOUNDARY. -QUAIL CREEK ROAD (INCLUDING PAVEMENT TRANSITIONS) FROM SNOW -tea- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. - - - - -- - TRACT BOUNDARY ROAD TO THE NORTHERN PHASE 1 BOUNDARY. (SEE DETAIL BELOW) STD. ST -23 AND SPECIAL PROVISION 7-86-10. .- y PHASE BOUNDARY CONSTRUCT THE FOLLOWING WITH PHASE 4.' -c3- FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. = Q r r m iii. � -ETCHART ROAD (INCLUDING THE FULL LANDSCAPE MEDIAN) FOR THE FULL �MM STD. ST -23 AND SPECIAL PROVISION 7-86-10. " "" MATCH UNE EXTENT OF THE STREET LYING WITHIN THE TRACT'S BOUNDARY. M o x 441 � -(MAIL CREEK ROAD (INCLUDING PAVEMENT TRANSITIONS) FROM ETCHART � � EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS - - - CENTERLINE ROAD TO THE NORTHERN PHASE 1 BOUNDARY. 414 412 410 408 406 404 402 400 398 396 394 392 10+00 - CURVE -3 LENGTH TANGENT DELTA W ot+ J J) Li 0 -.i FR/W w O 0o d=j o� o 1 aoow W } Ci >_ ao W r. l / \ Cl �N •t' i � +14I cs > + -j + 0o N TEMPORARY SUMP TO > o � 0 c cr_ <1 c3 � NI BE INSTALLED WITH 7 13 ml «� o c 00 0o Zoo 1 d- I �- r En I PHASE 3 AND REMOVED co 00 + Go 1 rn a .d a: 11 �i N1cato C;: 20' 20' 1 wtivi M I > r ,+,� 1 , ; ao RUTHBURG WAY SEE SHEET 7 i J s I o /I 20 20 .� r" 4 5 J cs N 1 SEE SHEET 7 CASELLA STREET (LOCAL STREET) STA. 10+00.00 C.L. TO 14+96.30 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5 VERTICAL CURVE RADIUS LENGTH TANGENT DELTA W ot+ J J) Li 0 3 I O 0o d=j 1 W 1 r W N �w Q W of Gl Q h•�- U W 1 � ..�LL: 1 89'58'06" `�' -j o00 0o i 00 TEMPORARY SUMP TO .,. o � 0 c Z + `� W111) N BE INSTALLED WITH 7 oa «� o c 00 0o Zoo m d- I �- r En I PHASE 3 AND REMOVED co 01 + Go 1 rn a .d a: 11 �i N1cato C;: 20' 20' 1 WITH PHASE 4 > r M I > r ,+,� 1 , ; ao M+. d+, v ,`r- r to 1 .d. W (SEE DETAIL BELOW) Of ca V .- N .- - � = Q r r m iii. � �MM v dam• V M o x 441 � V � � N h 0) W 11 m q 1 a 0 v~i ccnn v r`z-• ha_' 00 w 1 O i oocnm cC w 4 ' N INTERSECTION RUTHBURG WAY W APPROXIMATE l r STA. 14+96.80 C.L. CASELLA STREET = � 13+00 1 1 2 18" 14+00 DRAIN EXISTING 3 I STA. 23+04.00 C.L. RUTHBURG WAY 1 a W . S EXISTING S m t� -i 1 8 _ DRAIN ° 1 2 18" DRAIN caL SEE SHEET 7 CASELLA STREET (LOCAL STREET) STA. 10+00.00 C.L. TO 14+96.30 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5 VERTICAL CURVE RADIUS LENGTH TANGENT DELTA W 42.00' 197.06' Li 0 3 18" O 0o d=j QO r.- 1 W -1- r W 20.00' h O Q 30.00' of Gl Q h•�- CJ 12 N cn 1 1 SEE SHEET 7 CASELLA STREET (LOCAL STREET) STA. 10+00.00 C.L. TO 14+96.30 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5 VERTICAL CURVE RADIUS LENGTH TANGENT DELTA 0 42.00' 197.06' 42.87 268'49'50" 3 18" 27.13' DRAIN 44'24'55" O 20.00' 31.42' 20.00' h O Q 30.00' 47.14' 30.02' 90'01'54" O 3 •- 1 29.98 89'58'06" oM cn N O i 00 N .,. 01 � $ Q W111) N M }.- p �..j-j N ; A V!cn CO I v i¢- pQ OUti J_j w 11 �i N1cato C;: 20' 20' > 1 (�ZQ w 30' 30' 1 .d. W " 0)« W S Q 16 CL (646 v dam• U M o x 441 O N h 0) 11 m q 1 a 0 v~i ccnn v r`z-• ha_' 00 w 1 O i oocnm cC w APPROXIMATE RUTHBURG WAY W APPROXIMATE SEE SHEET 7 CASELLA STREET (LOCAL STREET) STA. 10+00.00 C.L. TO 14+96.30 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5 VERTICAL 414 412 410 408 406 404 402 400 398 396 394 392 414 412 410 408 406 404 402 400 398 396 394 92 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 0 42.00' 197.06' 42.87 268'49'50" V 35.00' 27.13' 14.29' 44'24'55" O 20.00' 31.42' 20.00' h O Q 30.00' 47.14' 30.02' 90'01'54" O 30.00' 1 47.11' 1 29.98 89'58'06" cn N O tf) N N N ,,, Q U) 11 v w Z --j it '� > it L .d. W W S Q 16 CL U_ v dam• U M o O N h 0) m q ,o a GQO 00 w o O !i -� O CO cC w APPROXIMATE W APPROXIMATE l r °W° v, � . 1 o `'• C3 EXISTING GROUND a W . EXISTING GROUND m t� -i o a Q U s[ I< w a= ' sC caL c� cn Cl • N LH �.�i S= v" 4 0 N 5 60 S= w -0.72 cn N - -- W _ --- - _ _._ _ ,. _.._ -0.41% W - N - -' /� -0.41% / - 0.57/0 S= 0.51% d > o.26x to In N p . 1 > J edpt" W w 11 .25� W � It w w a W W W 414 412 410 408 406 404 402 400 398 396 394 392 414 412 410 408 406 404 402 400 398 396 394 92 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 0 42.00' 197.06' 42.87 268'49'50" V 35.00' 27.13' 14.29' 44'24'55" O 20.00' 31.42' 20.00' 90.00'00" Q 30.00' 47.14' 30.02' 90'01'54" O 30.00' 1 47.11' 1 29.98 89'58'06" 11+00 12+00 13+00 14+00 15+00 10+00 11+00 12+00 13+00 CONSTRUCTION NOTES: ( CONSTRUCT TYPE "B" CURB & GUTTER PER C.Q.B. STD ST -1 O CONSTRUCT 5' (LOCAL STREETS) AND 6' (ARTERIAL & COLLECTOR STREETS) COMBINATION SIDEWALK PER C.O.B. STD ST -5. �3 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. 5� CONSTRUCT 6' BLOCK WALL PER WALL CONSTRUCTION PLANS. 6 SAWCUT EXISTING E.P. PER RESPECTIVE STREET SECTION OR AS DIRECTED BY ENGINEER. 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. 0 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.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. 14+00 414 412 410 408 406 404 402 400 398 396 394 392 15+00 3' 38' 3' 1 1.5' BOTTOM ELEV. = 401.60' �• 1 SECTION TEMPORARY SUMP SCALE. N.T.S. TEMPORARY SUMP CALCULATIONS: VOLUME REQUIRED: 0.26 AC -FT R-1, 10000 SF = 4.57 AC. , C=0.34 QUAIL CREEK ROAD = 0.34 AC. , C=0.95 VOL. REQ'D = 0.15x(1.55+0.20) = 0.26 AC -FT VOLUME PROVIDED: 0.27 AC -FT AREA(MID)= 0.18 AC. VOLUME PROVIDED= 0.18 AC. x 1.5' DEEP = 0.27 AC -FT 1.5' DEEP - NO FENCE REQUIRED - 0 0 O r r I S891 1'29"E 44.00' S89.11'29"E 38.00' I I S8914'02"E 38.00' O y O 00 0 t'- r ca 3 3 i ri Z� ICOi © 0 o i cn Z cn N N ,,, Q U) 11 v w it L .d. W W S v �z U Lq W --� O N h 0) a < Q W m O !i -� O CO cC w + o W APPROXIMATE °W° v, � . 1 o `'• C3 ._j W EXISTING GROUND o a Q U s[ I< w a= ' sC caL 00 4 0 N 5 60 S= w -0.72 cn N - - - - - _ _ ._ _ _ _._ _ ,. _.._ aj v W - N - -' -0.41% / S= 0.51% d . 1 > w S= .25� It W W W a� 10+00 11+00 12+00 13+00 CONSTRUCTION NOTES: ( CONSTRUCT TYPE "B" CURB & GUTTER PER C.Q.B. STD ST -1 O CONSTRUCT 5' (LOCAL STREETS) AND 6' (ARTERIAL & COLLECTOR STREETS) COMBINATION SIDEWALK PER C.O.B. STD ST -5. �3 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. 5� CONSTRUCT 6' BLOCK WALL PER WALL CONSTRUCTION PLANS. 6 SAWCUT EXISTING E.P. PER RESPECTIVE STREET SECTION OR AS DIRECTED BY ENGINEER. 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. 0 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.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. 14+00 414 412 410 408 406 404 402 400 398 396 394 392 15+00 3' 38' 3' 1 1.5' BOTTOM ELEV. = 401.60' �• 1 SECTION TEMPORARY SUMP SCALE. N.T.S. TEMPORARY SUMP CALCULATIONS: VOLUME REQUIRED: 0.26 AC -FT R-1, 10000 SF = 4.57 AC. , C=0.34 QUAIL CREEK ROAD = 0.34 AC. , C=0.95 VOL. REQ'D = 0.15x(1.55+0.20) = 0.26 AC -FT VOLUME PROVIDED: 0.27 AC -FT AREA(MID)= 0.18 AC. VOLUME PROVIDED= 0.18 AC. x 1.5' DEEP = 0.27 AC -FT 1.5' DEEP - NO FENCE REQUIRED - 0 0 O r r I S891 1'29"E 44.00' S89.11'29"E 38.00' I I S8914'02"E 38.00' O y O 00 0 t'- r ca 3 3 i ri Z� ICOi 0 o i cn Z cn SCALE: 1"=20' Know what'sbelow. 0111 before you dig. 00 ca p Z� Z 0= ,,, U) > v w it W S v N a U W a_ W Q~ 00 4 0 N N CREEK ROAD E SHEET 9 1 it o � 1 Ir t (LOCAL STREET) STA. 10+00.00 C.L. TO 13+81.95 C.L. SCALE: 1, = 50 HORIZONTAL 1" = 5' VERTICAL RUTHBURG WAY SEE SHEET 7 .Jrn. 1%rrvl.Va VA- URVMANA t+VUK1 = STA. 19+78.00 C.L. RUTHBURG WAY LF PJ � /,z 11 1 : 1111 RUTHBURG WAY SEE SHEET 7 414 O LENGTH TANGENT DELTA FURNISH & INSTAL. TRAFFIC SIGNS PER C.O.B. STD. T-19: 42.00' 197.46' 42.87' 268'49'50" 412 35.00' 412 14.29' N 30 1O N 31.42' O N d0 30.00' N its 90001'54" O 30.00' 47.11' 410 89'58'06" 408 BC EC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE END CURVE TC TOP OF CURB 0 d. cn PIVC POINT OF INTERSECTION TP TOT' OF PAVEMENT c5tr 408 � ITEM OF WORK - SEE SCHEDULE > OF VERTICAL CURVE FC FINISH CONCRETE C.O.B. SSD. D-14, UNLESS NOTED OTHERWISE. P.O.C. PA Uj s 406 � TAPER DATA -- SEE TABLE A.P. /,� I— P. EDGE OF PAVEMENT C/G CURB AND GUTTER ® 402 CV J � W FURNISH & INSTAL_ SURVEY MONUMENT PER C.O.B. STD. ST -13. W 404 O EASEMENT LEGEND - SEE TABLE > EXISTING SURVEY MONUMENT CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS NOTE: 400 FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. Lam. PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED; REFER TO CONSTRUCT THE FOLLOWING WITH PHASE 1: N W W 402 -SNOW ROAD (INCLUDING THE FULL LANDSCAPE MEDIAN) FOR THE FULL > FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. Z W J W is W U 400 ---` TRACT BOUNDARY ROAD TO THE NORTHERN PHASE 1 BOUNDARY. STD. ST -23 AND SPECIAL PROVISION 7-86-10. _z ... , ,., _ _ _ ... 396 CONSTRUCT THE FOLLOWING WITH PHASE 4'. -�- FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. 398 -ETCHART ROAD (INCLUDING THE FULL LANDSCAPE MEDIAN) FOR THE FULL STD. ST -23 AND SPECIAL PROVISION 7-86-10. "` ""` MATCH UNE W 394 00 LJ U: 396 -QUAIL CREEK ROAD (INCLUDING PAVEMENT TRANSITIONS) FROM ETCHART _., EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS 394 CENTERLINE ROAD TO THE NORTHERN PHASE 1 BOUNDARY. ` r<; co a 392 9+00 10+00 •- d- N od dam,' m = + o N = �- N; 392 9+00 10+00 (LOCAL STREET) STA. 10+00.00 C.L. TO 13+81.95 C.L. SCALE: 1, = 50 HORIZONTAL 1" = 5' VERTICAL RUTHBURG WAY SEE SHEET 7 .Jrn. 1%rrvl.Va VA- URVMANA t+VUK1 = STA. 19+78.00 C.L. RUTHBURG WAY LF PJ � /,z 11 1 : 1111 RUTHBURG WAY SEE SHEET 7 11+00 12+00 13+00 414 412 410 408 406 404 402 400 398 396 394 392 14+00 e}• .. O LENGTH TANGENT DELTA FURNISH & INSTAL. TRAFFIC SIGNS PER C.O.B. STD. T-19: 42.00' 197.46' 42.87' 268'49'50" O 35.00' 412 14.29' N 30 1O N 31.42' O N d0 30.00' N its 90001'54" O 30.00' 47.11' 29.98' 89'58'06" 408 BC EC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE END CURVE TC TOP OF CURB 0 d. 406 PIVC POINT OF INTERSECTION TP TOT' OF PAVEMENT c5tr • � ITEM OF WORK - SEE SCHEDULE > OF VERTICAL CURVE FC FINISH CONCRETE C.O.B. SSD. D-14, UNLESS NOTED OTHERWISE. P.O.C. PA 404 s SEWER -- REFER TO SEWER & STORM DRAIN PLANS � TAPER DATA -- SEE TABLE A.P. /,� I— P. EDGE OF PAVEMENT C/G CURB AND GUTTER ® 402 CV J � W FURNISH & INSTAL_ SURVEY MONUMENT PER C.O.B. STD. ST -13. W p O EASEMENT LEGEND - SEE TABLE > EXISTING SURVEY MONUMENT CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS NOTE: 400 FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. Lam. PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED; REFER TO CONSTRUCT THE FOLLOWING WITH PHASE 1: N W W 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. Z W J W is W U " �' - - - - ---` TRACT BOUNDARY ROAD TO THE NORTHERN PHASE 1 BOUNDARY. STD. ST -23 AND SPECIAL PROVISION 7-86-10. _z ... , ,., _ _ _ ... 396 CONSTRUCT THE FOLLOWING WITH PHASE 4'. -�- FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. m -ETCHART ROAD (INCLUDING THE FULL LANDSCAPE MEDIAN) FOR THE FULL STD. ST -23 AND SPECIAL PROVISION 7-86-10. "` ""` MATCH UNE W 394 00 LJ U: -QUAIL CREEK ROAD (INCLUDING PAVEMENT TRANSITIONS) FROM ETCHART _., EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS - - - CENTERLINE ROAD TO THE NORTHERN PHASE 1 BOUNDARY. ` r<; co a 392 9+00 10+00 •- d- N od dam,' m = + o N = �- N; W co M APPRO (MATE APPROXIMATE u EXIS ROXIM NG GROU D W M �- 4J 10 a¢ r j N G GROUN °+' ¢ w o o + EXISTING OUND a 0 CENTERLI 4E P— W v ,Q c� cn a 11 N 4 n - m N a Ln Li ,U N ad cn " -; _ __._ m in W _ �� Lt.! li lk ____ ._._ `V �� S=0.25% V3 S=0.50% "' S <! iu_ TH FLO NE . h S=0.25% ffvA -0.26 .. c 5=0. 7 =0.32% PR OSED TH FLO NE w S=O. 5=0. % M M --0.57% LHW PROPOSEDNORTH FLOWUNE W Cl M731% W 4 � t PROSED SOUTH FLOVAJNE W W •C) +r 4 .r W W 11+00 12+00 13+00 414 412 410 408 406 404 402 400 398 396 394 392 14+00 414 RADIUS LENGTH TANGENT DELTA FURNISH & INSTAL. TRAFFIC SIGNS PER C.O.B. STD. T-19: 42.00' 197.46' 42.87' 268'49'50" O 35.00' 412 14.29' 44'24'55" 30 1O N 31.42' 410 90.00'00" "R3 -5R - RIGHT TURN ONLY „x4-2" -DEAD END 30.00' 47.14' 30.02' 90001'54" O 30.00' 47.11' 29.98' 89'58'06" 408 BC EC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE END CURVE TC TOP OF CURB 0 STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS 406 PIVC POINT OF INTERSECTION TP TOT' OF PAVEMENT c5tr CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER � ITEM OF WORK - SEE SCHEDULE OF VERTICAL CURVE FC FINISH CONCRETE C.O.B. SSD. D-14, UNLESS NOTED OTHERWISE. P.O.C. PA 404 s SEWER -- REFER TO SEWER & STORM DRAIN PLANS � TAPER DATA -- SEE TABLE A.P. /,� I— P. EDGE OF PAVEMENT C/G CURB AND GUTTER ® 402 CV ® FURNISH & INSTAL_ SURVEY MONUMENT PER C.O.B. STD. ST -13. 0 p O EASEMENT LEGEND - SEE TABLE Q EXISTING SURVEY MONUMENT CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS NOTE: 400 FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. Lam. PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED; REFER TO CONSTRUCT THE FOLLOWING WITH PHASE 1: N W 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. 398 INSTALL INTERCONNECT CONDUIT PER C.O.B. STD. DETAIL T-33. W is `-'- 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. _z ... , ,., _ _ _ ... 396 CONSTRUCT THE FOLLOWING WITH PHASE 4'. -�- FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. m -ETCHART ROAD (INCLUDING THE FULL LANDSCAPE MEDIAN) FOR THE FULL STD. ST -23 AND SPECIAL PROVISION 7-86-10. "` ""` MATCH UNE W 394 00 LJ U: -QUAIL CREEK ROAD (INCLUDING PAVEMENT TRANSITIONS) FROM ETCHART _., EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS - - - CENTERLINE ROAD TO THE NORTHERN PHASE 1 BOUNDARY. ` r<; co a 392 9+00 10+00 11+00 12+00 13+00 414 412 410 408 406 404 402 400 398 396 394 392 14+00 11+00 12+00 13+00 414 412 410 .408 406 404 402 400 398 396 394 392 14+00 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA FURNISH & INSTAL. TRAFFIC SIGNS PER C.O.B. STD. T-19: 42.00' 197.46' 42.87' 268'49'50" O 35.00' 27.13' 14.29' 44'24'55" 30 1O N 31.42' 20.00' 90.00'00" "R3 -5R - RIGHT TURN ONLY „x4-2" -DEAD END 30.00' 47.14' 30.02' 90001'54" O 30.00' 47.11' 29.98' 89'58'06" STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS BC EC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE END CURVE TC TOP OF CURB 0 STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS M PIVC POINT OF INTERSECTION TP TOT' OF PAVEMENT c5tr CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER � ITEM OF WORK - SEE SCHEDULE OF VERTICAL CURVE FC FINISH CONCRETE C.O.B. SSD. D-14, UNLESS NOTED OTHERWISE. P.O.C. PA POINT ON CURVE R/W RIGHT--OF-WAY PROPERTY UNE ANGLE POINT s SEWER -- REFER TO SEWER & STORM DRAIN PLANS � TAPER DATA -- SEE TABLE A.P. /,� I— P. EDGE OF PAVEMENT C/G CURB AND GUTTER ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. CV ® FURNISH & INSTAL_ SURVEY MONUMENT PER C.O.B. STD. ST -13. 0 p O EASEMENT LEGEND - SEE TABLE Q EXISTING SURVEY MONUMENT CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS NOTE: -�►-- FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. Lam. PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED; REFER TO CONSTRUCT THE FOLLOWING WITH PHASE 1: N W 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. W is `-'- 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. _z ... , ,., _ _ _ ... PHASE BOUNDARY CONSTRUCT THE FOLLOWING WITH PHASE 4'. -�- FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. m -ETCHART ROAD (INCLUDING THE FULL LANDSCAPE MEDIAN) FOR THE FULL STD. ST -23 AND SPECIAL PROVISION 7-86-10. "` ""` MATCH UNE W le 00 LJ U: -QUAIL CREEK ROAD (INCLUDING PAVEMENT TRANSITIONS) FROM ETCHART _., EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS - - - CENTERLINE ROAD TO THE NORTHERN PHASE 1 BOUNDARY. ` r<; co a C� •- d- N od dam,' m = + o *- N N; W APPRO (MATE u EXIS ROXIM NG GROU D W M �- 4J 10 a¢ a N G GROUN + o w a 0 CENTERLI 4E P— W v ,Q c� cn a N 4 n - m N a Ln Li ,U N ad cn " -; _ __._ m in _ �� Lt.! li lk ____ ._._ S=0.25% S=0.50% "' S PR OSED N TH FLO NE . h 5-0.25% ffvA -0.26 c 5=0. 7 PR OSED TH FLO NE w S=O. 5% LHW W W t0 'CO M731% W 4 � t PROSED SOUTH FLOVAJNE W W 11+00 12+00 13+00 414 412 410 .408 406 404 402 400 398 396 394 392 14+00 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA FURNISH & INSTAL. TRAFFIC SIGNS PER C.O.B. STD. T-19: 42.00' 197.46' 42.87' 268'49'50" O 35.00' 27.13' 14.29' 44'24'55" 30 20.00' 31.42' 20.00' 90.00'00" "R3 -5R - RIGHT TURN ONLY „x4-2" -DEAD END 30.00' 47.14' 30.02' 90001'54" O 30.00' 47.11' 29.98' 89'58'06" LEGEND:. LEGEND (CONT.: LEGEND ,(CONT. : ABBREVIATIONS R1-1 FURNISH & INSTAL. TRAFFIC SIGNS PER C.O.B. STD. T-19: A& - 'I EDGE OF PAVEMENT FL FLOWUNE POVC POINT ON VERTICAL CURVE i :Rt -1 m - STOP "S5-2" - END SCHOOL. ZONE R6-1 -ONE WAY -- -- -- -- -- -- - -- -- --� -- SAWCUT CL CENTERLINE BVC BEGIN VERTICAL CURVE "R26(CA " - NO PARKING ANYTIME :W31(CA)" -END SECTION LETER ELEV ELEVATION EVC END VERTICAL CURVE � "R3 -5R - RIGHT TURN ONLY „x4-2" -DEAD END B.C.R. BEGIN CURB RETURN PI POINT OF INTERSECTION "R81(CA)" - BIKE LANE W14--2 - NO OUTLET _ _ _._._ _ ..:aECION DESIGNATION E.C.R. END CURB RETURN PRC POINT OF REVERSE CURVATURE - - D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS BC EC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE END CURVE TC TOP OF CURB 0 STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS ] CURVE NUMBER FOR CURVE DESCRIPTION SEC�t S SHOWN PIVC POINT OF INTERSECTION TP TOT' OF PAVEMENT c5tr CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER � ITEM OF WORK - SEE SCHEDULE OF VERTICAL CURVE FC FINISH CONCRETE C.O.B. SSD. D-14, UNLESS NOTED OTHERWISE. P.O.C. PA POINT ON CURVE R/W RIGHT--OF-WAY PROPERTY UNE ANGLE POINT s SEWER -- REFER TO SEWER & STORM DRAIN PLANS � TAPER DATA -- SEE TABLE A.P. /,� I— P. EDGE OF PAVEMENT C/G CURB AND GUTTER ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. U MONUMENT DESCRIPTION -SEE TABLE ® FURNISH & INSTAL_ SURVEY MONUMENT PER C.O.B. STD. ST -13. 0 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. O EASEMENT LEGEND - SEE TABLE Q EXISTING SURVEY MONUMENT CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS NOTE: -�►-- FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. Lam. PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED; REFER TO CONSTRUCT THE FOLLOWING WITH PHASE 1: N —j 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 THE STREET LYING WITHIN THE TRACT'S BOUNDARY. -QUAIL CREEK ROAD (INCLUDING PAVEMENT TRANSITIONS) FROM SNOW is `-'- 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. _z ... , ,., _ _ _ ... PHASE BOUNDARY CONSTRUCT THE FOLLOWING WITH PHASE 4'. -�- FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. m -ETCHART ROAD (INCLUDING THE FULL LANDSCAPE MEDIAN) FOR THE FULL STD. ST -23 AND SPECIAL PROVISION 7-86-10. "` ""` MATCH UNE EXTENT OF THE STREET LYING WITHIN THE TRACTS BOUNDARY. le 00 LJ U: -QUAIL CREEK ROAD (INCLUDING PAVEMENT TRANSITIONS) FROM ETCHART _., EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS - - - CENTERLINE ROAD TO THE NORTHERN PHASE 1 BOUNDARY. QUAIL CREEK ROAD SEE SHEET 8 1 34' 45' 1 ~ o 1F z 01 a CC U � N 1 � 1 1 1 a 18" DRAIN w� c, cn � 1 3 c J- Y� 1 � o, -� ..i 1 a Zd N �o°h° 34' 45' a > 1 0 cn� QUAIL CREEK ROAD SEE SHEET 8 414 412 410 408 406 404 402 400 398 396 394 392 10+00 414 412 410 408 406 404 402 400 398 396 394 392 RUTHBURG WAY RUTHBURG WAY SEE SHEET 6 KENWICK STREET (LOCAL STREET) STA. 10+00.00 C.L. TO 14+98.30 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 11+00 12+00 13+00 14+00 414 412 410 408 406 404 0.70% 402 400 398 396 394 392 15+00 CV 4 M W N •- � 14* fli r) o Opt• > 5; W Y Q O i! J � w > W N N —j v �. 0l W Z ta- r -- h m .- m M fli le 00 LJ U: h O s!• ` r<; co a �' •- d- R0X1MA dam,' m = + o W APPRO (MATE u d. . W o 4J 10 a¢ a EXIST( G GROUN (STING GROUND w a � C� tJ � 00 P— W v ,Q c� cn LAJ v N 4 n N m N a Ln Li ,U N ad cn " -; _ __._ _ _ �� Lt.! li ____ ._._ S=0.25% S=0.50% "' S PR OSED N TH FLO NE . h 5-0.25% ffvA -0.26 c 5 _ ri -0.26% PR OSED TH FLO NE w LHW W W W 4 � t g 11+00 12+00 13+00 14+00 414 412 410 408 406 404 0.70% 402 400 398 396 394 392 15+00 10+00 11+00 12+00 13+00 CON STR 1�..C. ICON NOTES: �1 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. INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T--1. Q CONSTRUCT HANDICAP RAMP PER CALTRANS 2010 STANDARD PLAN R.S.P. A88A-CASE A. CONSTRUCT 6' BLOCK WALL PER WALL CONSTRUCTION PLANS. 6 SAWCUT EXISTING E.P. PER RESPECTIVE STREET SECTION OR AS DIRECTED BY ENGINEER. 0 INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W-31(CA) SIGN AT BOUNDARY. (IF PHASES ARE NOT CONSTRUCTED SIMULTANEOUSLY) 8 CONSTRUCT SINGLE FAMILY RESIDENTIAL DRIVE APPROACH PER A.D.A. REQUIREMENTS PER C.O.B. STD. DETAIL ST -7 ON SHEET 10. 9 PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. �o PROTECT IN PLACE 11 INSTALL TRAFFIC SIGNAL & INTERCONNECT CONDUITS PER C.O.B. STD. DE'T'AIL T--33 AND T-34. 12 CONSTRUCT TYPE "B5" TACK ON MEDIAN CURB PER K.C.D.S. PLATE NO. 52. 14+00 414 412 410 408 406 404 0.50% 402 400 398 396 394 392 15+00 Know what's b@IOW. 0811 before you dig. m p W •- � M r) o Opt• > 5; W Y Q O i! J W > W N N —j v r -- h m .- m h O s!• ` r<; co a �' R0X1MA W u d. W o a a EXIST( G GROUN a W 00 P— W v ,Q c� cn LAJ v N 4 n N ad cn " -; N S=0.50% M . h 5-0.25% c 5 _ ri -0.26% PR OSED TH FLO NE W W W 4 g 10+00 11+00 12+00 13+00 CON STR 1�..C. ICON NOTES: �1 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. INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T--1. Q CONSTRUCT HANDICAP RAMP PER CALTRANS 2010 STANDARD PLAN R.S.P. A88A-CASE A. CONSTRUCT 6' BLOCK WALL PER WALL CONSTRUCTION PLANS. 6 SAWCUT EXISTING E.P. PER RESPECTIVE STREET SECTION OR AS DIRECTED BY ENGINEER. 0 INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W-31(CA) SIGN AT BOUNDARY. (IF PHASES ARE NOT CONSTRUCTED SIMULTANEOUSLY) 8 CONSTRUCT SINGLE FAMILY RESIDENTIAL DRIVE APPROACH PER A.D.A. REQUIREMENTS PER C.O.B. STD. DETAIL ST -7 ON SHEET 10. 9 PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. �o PROTECT IN PLACE 11 INSTALL TRAFFIC SIGNAL & INTERCONNECT CONDUITS PER C.O.B. STD. DE'T'AIL T--33 AND T-34. 12 CONSTRUCT TYPE "B5" TACK ON MEDIAN CURB PER K.C.D.S. PLATE NO. 52. 14+00 414 412 410 408 406 404 0.50% 402 400 398 396 394 392 15+00 Know what's b@IOW. 0811 before you dig. m p Z o� 5; W Y W v r -- m W w 00 4 n N N {i IM � ISI QUAIL CREEK ROAD SEE SHEET 8 414 412 410 408 406 404 402 400 398 396 394 392 9+00 R�OVERTON COURT (LOCAL STREET) STA. 10+00.00 C.L. TO 13+81.64 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL RUTHBURG WAY SEE SHEET 6 i INTERSECTION 1 STA. 13+81.64 C.L. ROVERTON COURT = STA. 13+26.00 C.L. RUTHBURG WAY 1 11 cr 00 HA c 10 C) c_)1 RUTHBURG WAY SEE SHEET 6 414 412 410 408 406 404 402 400 398 396 394 392 9+00 i !! 11+00 12+00 13+00 414 412 410 408 406 404 402 400 398 396 394 392 14+00 M RADIUS LENGTH TANGENT DELTA V 42.00' 197.06' 42.87' 268'49'50" O 35.00' 27.13' 14.29' 44'2455" 1 20.00' � M CV 90000'00" O InN ^ NOn 22'2535" ^ CNOGi 197.70' 202.06' 134'51'11" 10 35.00' 54.98' 35.00' M r7 w N O W - -- -- -- -- -- - -- - -- -- SAWCUT d' O 1 -i- { 1 -n-1 Cp f' N W Q J J d Li 1-j -4 -i V LU.. N 1 CONSTRUCT HANDICAP RAMP PER CALTRANS 2010 STANDARD PLAN R.S.P. N I r- I --< to o 1Li O r Q -:► �� ci Li { J 4 -BIKE LANE _ _ _,,.,,�_ _ ,,,, _ SECTION DESIGNATION 0 0 CONSTRUCT 6 BLOCK WALL PER WALL CONSTRUCTION PLANS. W Uj 1 I N STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS 2 Coco C� + + + } BC EC >- c6 J { O �� MEET *ME CURVE NUMBER FOR CURVE DESCRIPTION �C IS SHOWN to W01+ �-? .�`--� �+ > \Z T)� ..j NN ....- Q ITEM OF WORK -SEE SCHEDULE J W W c.S d a r` cq W CC cn Q ¢ N ti Qn c i ¢ Lei cin c~i� a < NOS OOD �? �`�- �¢- 3 m m cn { ao ; t .. W m Lico EDGE OF PAVEMENT C/G CURB AND GUTTER � o R ao O m = �+ SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. `+ + + Q dN �C, GR ND DO NG GROUND 4' FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. to N + CONSTRUCT THE FOLLOWING WITH PHASE 1: -SNOW ROAD (INCLUDING THE FULL LANDSCAPE MEDIAN) FOR THE FULL 0 a U o$ o EXi o a EXTENT OF THE. STREET LYING WITHIN THE TRACTS BOUNDARY. -QUAIL CREEK ROAD (INCLUDING PAVEMENT TRANSITIONS) FROM SNOW �± PROTECT IN PLACE Cal� NE Ic CENTERLINE W 6 ¢ W a . Q �+ O w .., x..., . _ . sx PHASE BOUNDARY CONSTRUCT THE FOLLOWING WITH PHASE 4. + EXISTING CEN E -�-- • q- MATCH UNE -ETCHART ROAD (INCLUDING THE FULL LANDSCAPE MEDIAN) FOR THE FULL EXTENT OF THE STREET LYING WITHIN THE TRACT'S BOUNDARY. -QUAIL CREEK ROAD (INCLUDING PAVEMENT TRANSITIONS) FROM ETCHART a.tn WN Q -- -- . ExISi1NG STREET UgiT PER SEPARATE APPROVED STREET PLANS C9 c-� n 0 - CENTERLINE ROAD TO THE NORTHERN PHASE 1 BOUNDARY. N j . .-- .-Ci I INF _ _ N W cn (i - - - _ _ _ _ - .. - Q V cn U i .Qcn cn LLI LLL_ ad ._ -- -- cn S=0.62/0 v or PROPOSED SOUTH FLOWUN S--0.25 =0.59% S=0.25% S__0.5 M S=-0.505 o co r, C4 C4 N Ki Ki POSED TH F1.0 NE PRC POSED NC RTH FLO NE PROPOSED NORTH FL WLINE n14, > J W W W W W q 4 +47 4 d y 4 414 412 410 408 406 404 402 400 398 396 394 392 9+00 i !! 11+00 12+00 13+00 414 412 410 408 406 404 402 400 398 396 394 392 14+00 1=1 11+00 12+00 414 412 410 408 406 404 402 400 398 396 394 392 14+00 4 ` j INTERSECTION STA. 10+00.00 C.L. TAMBURLANE COURT = `�x��y� STA. 13+30.84 C.L. ALLENMEIR COURT 1 ` 414 412 410 408 406 404 402 400 398 396 394 392 CURVE TABLE M RADIUS LENGTH TANGENT DELTA V 42.00' 197.06' 42.87' 268'49'50" O 35.00' 27.13' 14.29' 44'2455" 1 20.00' � Y 90000'00" O InN 13.70' 6.94' 22'2535" ^ CNOGi 197.70' 202.06' 134'51'11" 10 35.00' 54.98' 35.00' 90-00,00- r7 w N O W - -- -- -- -- -- - -- - -- -- SAWCUT d' O 1 -i- { 1 -n-1 Cp f' N W Q J J d Li 1-j -4 -i V LU.. N 1 CONSTRUCT HANDICAP RAMP PER CALTRANS 2010 STANDARD PLAN R.S.P. N I r- I --< to o 1Li O �� Li -:► �� ci Li { J 4 -BIKE LANE _ _ _,,.,,�_ _ ,,,, _ SECTION DESIGNATION 0 0 CONSTRUCT 6 BLOCK WALL PER WALL CONSTRUCTION PLANS. W Uj 1 I N STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS 2 Coco C� + + + } BC EC >- c6 t j j { O �� MEET *ME CURVE NUMBER FOR CURVE DESCRIPTION �C IS SHOWN to W01+ �-? .�`--� �+ > \Z T)� ..j NN ....- Q ITEM OF WORK -SEE SCHEDULE J W W c.S d a r` W CC { -J-Pi INSTALL TYPE I11 BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W-31(CA) Qn c i ¢ Lei cin c~i� a < < Q cq O �? �`�- �¢- 3 m m cn { ao ; t .. W m Lico EDGE OF PAVEMENT C/G CURB AND GUTTER � o CONSTRUCT SINGLE FAMILY RESIDENTIAL DRIVE APPROACH PER A.D.A. ao Q 0 O SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. `+ REQUIREMENTS PER C.O.B. STD. DETAIL ST -7 ON SHEET 10. •� Q dN �C, GR ND Wj•- N 0 m 4' FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. to N + CONSTRUCT THE FOLLOWING WITH PHASE 1: -SNOW ROAD (INCLUDING THE FULL LANDSCAPE MEDIAN) FOR THE FULL . SPECIFICATION PTH-02ALKYD. o$ o EXi NG GR ND EXTENT OF THE. STREET LYING WITHIN THE TRACTS BOUNDARY. -QUAIL CREEK ROAD (INCLUDING PAVEMENT TRANSITIONS) FROM SNOW �± PROTECT IN PLACE Cal� NE Ic '� W 6 ¢ W a . Q �+ O w .., x..., . _ . sx PHASE BOUNDARY CONSTRUCT THE FOLLOWING WITH PHASE 4. + EXISTING CEN E -�-- • q- MATCH UNE -ETCHART ROAD (INCLUDING THE FULL LANDSCAPE MEDIAN) FOR THE FULL EXTENT OF THE STREET LYING WITHIN THE TRACT'S BOUNDARY. -QUAIL CREEK ROAD (INCLUDING PAVEMENT TRANSITIONS) FROM ETCHART a.tn WN Q -- -- + ExISi1NG STREET UgiT PER SEPARATE APPROVED STREET PLANS +to - CENTERLINE ROAD TO THE NORTHERN PHASE 1 BOUNDARY. N cn � . .-- .-Ci I INF N W cn -- -- -- a Q V cn U i .Qcn cn LLI N ad ._ -- -- cn v or PROPOSED SOUTH FLOWUN S--0.25 =0.59% S=0.25% S__0.5 M S=-0.505 o co r, C4 C4 N PRCi POSED TH F1.0 NE PRC POSED NC RTH FLO NE e n14, > J W W W q 4 +47 4 1=1 11+00 12+00 414 412 410 408 406 404 402 400 398 396 394 392 14+00 4 ` j INTERSECTION STA. 10+00.00 C.L. TAMBURLANE COURT = `�x��y� STA. 13+30.84 C.L. ALLENMEIR COURT 1 ` 414 412 410 408 406 404 402 400 398 396 394 392 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA V 42.00' 197.06' 42.87' 268'49'50" O 35.00' 27.13' 14.29' 44'2455" 1 20.00' 31.42' 20.00' 90000'00" O 35.00' 13.70' 6.94' 22'2535" 30 84.00' 197.70' 202.06' 134'51'11" 10 35.00' 54.98' 35.00' 90-00,00- RUTHBURG WAY 16 E.C. STA. 13+06.17 C.L. 100.40 LT. _ STA. 14+10.87 F U I JIA- IdTV0.01 %,.L-. 01.V.7 L.I. _ 1 STA. 13+97.17 F.L. �'1 A 13+'6.8%, F L.-"` 2' StDE�ALK l PER F1N LA E��1ENT - - - `- 4 2 � _b �, r - -- -- -- J STA. 12+86.17 C.L. TAMBURLANE COURT = sem, 8 49-11'291PE � `" 8-�-- 1 STA. 10+00.00 C.L. RUTHBURG WAY _ 1- -11+0 -'__0/2 , N o 12+00 -~- 28617 - • ,r� J I J 16 1 5 .1' S + _------- _ Q DRIVEWAY (W=24 STA. 9+15.41, F.L. STA. 8+88.54, F, P.R.C. STA. 9+77.35 C.L. 87.05 RT. = STA. 8+88.99 F.L. B.C. 6 STA. 9+80.00 C.L. 100.40 RT. _ STA. 8+75.29 F.L. { J w J { 3 p CV M I !r O I o 20' SEWER EASEMENT + j N TO N.O.R.S.D. rr 12 a Zt 1� I J _ a 4 1 ?; I C� La. j1 O �j N 1 1 88 J I I m 1 .�: in � 1 v r• 1 20' 20'30 00 o o h C-3 a I J + 1 wncn ( w CN mn F10 9 a 210r - . ` �-i:ovmvm*��llllll tM `XD d _; CFO �i 0') to } rn cc ¢ 00 CV + N j 14 ++00` + cn (LOCAL STREET) STA. 10+00.00 C.L. TO 12+86.17 C.L. SCALE: 1 = 50 HORIZONTAL 1" = 5' VERTICAL CONSTRUCTION NOTES: SEE SHEET 6 3 O i� _j 21,'30'1 M tp 0 1 2° '2°; 1 I O L GEND: LEGEND (CONT.: }" 30 COMBINATION SIDEWALK PER C.O.B. STD ST -5. ABBREVIATIONS OAt -1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: JL �� EDGE OF PAVEMENT O o f r7 w N o *R1-1. - STOP 'S5-2" - END SCHOOL ZONE R6-1 ONE WAY - -- -- -- -- -- - -- - -- -- SAWCUT d' O 1 -i- { 1 -n-1 Cp f' N W Q J J d Li 1-j -4 -i V LU.. N 1 CONSTRUCT HANDICAP RAMP PER CALTRANS 2010 STANDARD PLAN R.S.P. N I r- I --< to o 1Li O �� Li -:► �� ci Li { J 4 -BIKE LANE _ _ _,,.,,�_ _ ,,,, _ SECTION DESIGNATION 0 0 CONSTRUCT 6 BLOCK WALL PER WALL CONSTRUCTION PLANS. W Uj 1 I N STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS 2 Coco C� + + + } BC EC >- c6 t j j { O �� MEET *ME CURVE NUMBER FOR CURVE DESCRIPTION �C IS SHOWN to W01+ �-? .�`--� �+ > h1 !' i '�'+ > := NN ....- Q ITEM OF WORK -SEE SCHEDULE "' a a a Icy c.S d a r` W CC { -J-Pi INSTALL TYPE I11 BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W-31(CA) Qn c i ¢ Lei cin c~i� a < < Q ©a �? �`�- �¢- 3 m m cn { ao ; t .. E.P. EDGE OF PAVEMENT C/G CURB AND GUTTER �' � 34A r- CONSTRUCT SINGLE FAMILY RESIDENTIAL DRIVE APPROACH PER A.D.A. ao Q 0 O SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. `+ REQUIREMENTS PER C.O.B. STD. DETAIL ST -7 ON SHEET 10. •� Q 0! DOSING GR ND Wj•- N cn 6 { J 16 E.C. STA. 13+06.17 C.L. 100.40 LT. _ STA. 14+10.87 F U I JIA- IdTV0.01 %,.L-. 01.V.7 L.I. _ 1 STA. 13+97.17 F.L. �'1 A 13+'6.8%, F L.-"` 2' StDE�ALK l PER F1N LA E��1ENT - - - `- 4 2 � _b �, r - -- -- -- J STA. 12+86.17 C.L. TAMBURLANE COURT = sem, 8 49-11'291PE � `" 8-�-- 1 STA. 10+00.00 C.L. RUTHBURG WAY _ 1- -11+0 -'__0/2 , N o 12+00 -~- 28617 - • ,r� J I J 16 1 5 .1' S + _------- _ Q DRIVEWAY (W=24 STA. 9+15.41, F.L. STA. 8+88.54, F, P.R.C. STA. 9+77.35 C.L. 87.05 RT. = STA. 8+88.99 F.L. B.C. 6 STA. 9+80.00 C.L. 100.40 RT. _ STA. 8+75.29 F.L. { J w J { 3 p CV M I !r O I o 20' SEWER EASEMENT + j N TO N.O.R.S.D. rr 12 a Zt 1� I J _ a 4 1 ?; I C� La. j1 O �j N 1 1 88 J I I m 1 .�: in � 1 v r• 1 20' 20'30 00 o o h C-3 a I J + 1 wncn ( w CN mn F10 9 a 210r - . ` �-i:ovmvm*��llllll tM `XD d _; CFO �i 0') to } rn cc ¢ 00 CV + N j 14 ++00` + cn (LOCAL STREET) STA. 10+00.00 C.L. TO 12+86.17 C.L. SCALE: 1 = 50 HORIZONTAL 1" = 5' VERTICAL 414 412 410 408 406 404 402 400 398 396 394 392 10+00 11+00 12+00 13+00 414 412 410 408 406 404 402 400 398 396 394 392 CONSTRUCTION NOTES: O (i CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B., STD ST -1 M tp 0 0 h O L GEND: LEGEND (CONT.: LEGEND (CONT.): � COMBINATION SIDEWALK PER C.O.B. STD ST -5. ABBREVIATIONS OAt -1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: JL �� EDGE OF PAVEMENT tM INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. r7 FL FLOWLINE POVC POINT ON VERTICAL CURVE *R1-1. - STOP 'S5-2" - END SCHOOL ZONE R6-1 ONE WAY - -- -- -- -- -- - -- - -- -- SAWCUT d' "t CL . CENTERLINE BVC BEGIN VERTICAL CURVE "W31(CA)" - END "R26(CA�} NO PARKING ANYTIME "Wi4-1" S'ECTi�4 t.ETTER � CONSTRUCT HANDICAP RAMP PER CALTRANS 2010 STANDARD PLAN R.S.P. ELEV ELEVATION EVC END VERTICAL CURVE 'R3 --5R - RIGHT TURN ONLY -DEAD END "R$1(CA)' W14-2 - NO OUTLET L A Ly A88A--CASE A. >U B.C.R. E.C.R. BEGIN CURB RETURN PI POINT OF INTERSECTION END CURB RETURN PRC POINT OF REVERSE CURVATURE -BIKE LANE _ _ _,,.,,�_ _ ,,,, _ SECTION DESIGNATION fl CONSTRUCT 6 BLOCK WALL PER WALL CONSTRUCTION PLANS. W - - o STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS 2 BC EC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE END CURVE TC TOP OF CURB 0 STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS �� MEET *ME CURVE NUMBER FOR CURVE DESCRIPTION �C IS SHOWN � SAWCUT EXISTING E.P. PER RESPECTIVE STREET SECTION OR AS DIRECTED BY PIVC JL4 W W Q ITEM OF WORK -SEE SCHEDULE ENGINEER. r` W 0 INSTALL TYPE I11 BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W-31(CA) P.O.C. PA n .- s SEWER - REFER TO SEWER & STORM DRAIN PLANS n TAPER DATA - SEE TABLE SIGN AT BOUNDARY. (IF PHASES ARE NOT CONSTRUCTED SIMULTANEOUSLY) E.P. EDGE OF PAVEMENT C/G CURB AND GUTTER ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. 1 MONUMENT DESCRIP11ON - SEE TABLE 0 r- CONSTRUCT SINGLE FAMILY RESIDENTIAL DRIVE APPROACH PER A.D.A. ao Q 0 O SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. `+ REQUIREMENTS PER C.O.B. STD. DETAIL ST -7 ON SHEET 10. Q 0! DOSING GR ND Wj•- N PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD 4' FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. CONSTRUCT THE FOLLOWING WITH PHASE 1: -SNOW ROAD (INCLUDING THE FULL LANDSCAPE MEDIAN) FOR THE FULL . SPECIFICATION PTH-02ALKYD. o$ o APPROXI ATE INSTALL INTERCONNECT CONDUIT PER C.O.B. STD. DETAIL T-33. EXTENT OF THE. STREET LYING WITHIN THE TRACTS BOUNDARY. -QUAIL CREEK ROAD (INCLUDING PAVEMENT TRANSITIONS) FROM SNOW �± PROTECT IN PLACE Cal� NE Ic '� FURNISH &INSTAR STREET LIGHT -5800 LUMEN PER C.O.B. r• a . Q i AFF SIGNAL I INSTALL TRAFFIC S GN L &INTERCONNECT CONDUITS PER C.O.B. STD. DETAIL T-33 you w .., x..., . _ . sx PHASE BOUNDARY CONSTRUCT THE FOLLOWING WITH PHASE 4. + EXISTING GROUND -�-- • q- MATCH UNE -ETCHART ROAD (INCLUDING THE FULL LANDSCAPE MEDIAN) FOR THE FULL EXTENT OF THE STREET LYING WITHIN THE TRACT'S BOUNDARY. -QUAIL CREEK ROAD (INCLUDING PAVEMENT TRANSITIONS) FROM ETCHART a.tn WN -- -- + ExISi1NG STREET UgiT PER SEPARATE APPROVED STREET PLANS +to - CENTERLINE ROAD TO THE NORTHERN PHASE 1 BOUNDARY. N cn � . .-- .-Ci I INF N W cJ S=O. 5% a Q V cn U i .Qcn cn N ad cn as cn PROPOSED SOUTH FLOWUN S--0.25 =0.59% S=0.25% o co r, C4 C4 N PRC POSED NC RTH FLO NE e > J W W -< +47 4 414 412 410 408 406 404 402 400 398 396 394 392 10+00 11+00 12+00 13+00 414 412 410 408 406 404 402 400 398 396 394 392 11+00 r e ff 14+00 414 412 410 408 406 404 402 400 398 396 394 392 CONSTRUCTION NOTES: �o (i CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B., STD ST -1 0 0 d O L GEND: LEGEND (CONT.: LEGEND (CONT.): � COMBINATION SIDEWALK PER C.O.B. STD ST -5. ABBREVIATIONS z� -1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: JL �� EDGE OF PAVEMENT tM INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. r7 FL FLOWLINE POVC POINT ON VERTICAL CURVE *R1-1. - STOP 'S5-2" - END SCHOOL ZONE R6-1 ONE WAY - -- -- -- -- -- - -- - -- -- SAWCUT CL . CENTERLINE BVC BEGIN VERTICAL CURVE "W31(CA)" - END "R26(CA�} NO PARKING ANYTIME "Wi4-1" S'ECTi�4 t.ETTER � CONSTRUCT HANDICAP RAMP PER CALTRANS 2010 STANDARD PLAN R.S.P. ELEV ELEVATION EVC END VERTICAL CURVE 'R3 --5R - RIGHT TURN ONLY -DEAD END "R$1(CA)' W14-2 - NO OUTLET L A A88A--CASE A. >U B.C.R. E.C.R. BEGIN CURB RETURN PI POINT OF INTERSECTION END CURB RETURN PRC POINT OF REVERSE CURVATURE -BIKE LANE _ _ _,,.,,�_ _ ,,,, _ SECTION DESIGNATION fl CONSTRUCT 6 BLOCK WALL PER WALL CONSTRUCTION PLANS. W - - o STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS 2 BC EC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE END CURVE TC TOP OF CURB 0 STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS �� MEET *ME CURVE NUMBER FOR CURVE DESCRIPTION �C IS SHOWN � SAWCUT EXISTING E.P. PER RESPECTIVE STREET SECTION OR AS DIRECTED BY PIVC JLq W CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER Q ITEM OF WORK -SEE SCHEDULE ENGINEER. r` r: 0 INSTALL TYPE I11 BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W-31(CA) P.O.C. PA R/W RIGHT-OF-WAY PROPERTY UNE A.P. ANGLE POINT s SEWER - REFER TO SEWER & STORM DRAIN PLANS n TAPER DATA - SEE TABLE SIGN AT BOUNDARY. (IF PHASES ARE NOT CONSTRUCTED SIMULTANEOUSLY) E.P. EDGE OF PAVEMENT C/G CURB AND GUTTER ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. 1 MONUMENT DESCRIP11ON - SEE TABLE 0 r- CONSTRUCT SINGLE FAMILY RESIDENTIAL DRIVE APPROACH PER A.D.A. ao Q FURNISH & INSTAL_ SURVEY MONUMENT PER C.O.B. STD. ST -13. ® SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. `+ REQUIREMENTS PER C.O.B. STD. DETAIL ST -7 ON SHEET 10. Q ++ DOSING GR ND j� PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. CONSTRUCT THE FOLLOWING WITH PHASE 1: -SNOW ROAD (INCLUDING THE FULL LANDSCAPE MEDIAN) FOR THE FULL . SPECIFICATION PTH-02ALKYD. • CC? ' INSTALL INTERCONNECT CONDUIT PER C.O.B. STD. DETAIL T-33. EXTENT OF THE. STREET LYING WITHIN THE TRACTS BOUNDARY. -QUAIL CREEK ROAD (INCLUDING PAVEMENT TRANSITIONS) FROM SNOW '� '-CEN PROTECT IN PLACE Cal� NE Ic '� FURNISH &INSTAR STREET LIGHT -5800 LUMEN PER C.O.B. C3 a a . Q i AFF SIGNAL I INSTALL TRAFFIC S GN L &INTERCONNECT CONDUITS PER C.O.B. STD. DETAIL T-33 you w .., x..., . _ . sx PHASE BOUNDARY CONSTRUCT THE FOLLOWING WITH PHASE 4. m t¢- �1.5 -�-- FURNISH & INSTAR STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST -23 AND SPECIAL PROVISION 7-86-10. " MATCH UNE -ETCHART ROAD (INCLUDING THE FULL LANDSCAPE MEDIAN) FOR THE FULL EXTENT OF THE STREET LYING WITHIN THE TRACT'S BOUNDARY. -QUAIL CREEK ROAD (INCLUDING PAVEMENT TRANSITIONS) FROM ETCHART a.tn WN -- -- ' ExISi1NG STREET UgiT PER SEPARATE APPROVED STREET PLANS - - - CENTERLINE ROAD TO THE NORTHERN PHASE 1 BOUNDARY. N cn � . -7264 - N S=O. 5% S=9.25% PROPOSED SOUTH FLOWUN 11+00 r e ff 14+00 414 412 410 408 406 404 402 400 398 396 394 392 CONSTRUCTION NOTES: �o (i CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B., STD ST -1 d CONSTRUCT 5' (LOCAL STREETS) AND 6' (ARTERIAL & COLLECTOR STREETS) L GEND: LEGEND (CONT.: LEGEND (CONT.): COMBINATION SIDEWALK PER C.O.B. STD ST -5. ABBREVIATIONS z� -1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: JL �� EDGE OF PAVEMENT �3 INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. FL FLOWLINE POVC POINT ON VERTICAL CURVE *R1-1. - STOP 'S5-2" - END SCHOOL ZONE R6-1 ONE WAY - -- -- -- -- -- - -- - -- -- SAWCUT CL . CENTERLINE BVC BEGIN VERTICAL CURVE "W31(CA)" - END "R26(CA�} NO PARKING ANYTIME "Wi4-1" S'ECTi�4 t.ETTER � CONSTRUCT HANDICAP RAMP PER CALTRANS 2010 STANDARD PLAN R.S.P. ELEV ELEVATION EVC END VERTICAL CURVE 'R3 --5R - RIGHT TURN ONLY -DEAD END "R$1(CA)' W14-2 - NO OUTLET L A A88A--CASE A. >U B.C.R. E.C.R. BEGIN CURB RETURN PI POINT OF INTERSECTION END CURB RETURN PRC POINT OF REVERSE CURVATURE -BIKE LANE _ _ _,,.,,�_ _ ,,,, _ SECTION DESIGNATION fl CONSTRUCT 6 BLOCK WALL PER WALL CONSTRUCTION PLANS. W - - o STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS 2 BC EC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE END CURVE TC TOP OF CURB 0 STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS �� MEET *ME CURVE NUMBER FOR CURVE DESCRIPTION �C IS SHOWN � SAWCUT EXISTING E.P. PER RESPECTIVE STREET SECTION OR AS DIRECTED BY PIVC POINT OF INTERSEC11ON TP TOP OF PAVEMENT CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER Q ITEM OF WORK -SEE SCHEDULE ENGINEER. OF VERTICAL CURVE FC FINISH CONCRETE POINT ON CURVE C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 0 INSTALL TYPE I11 BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W-31(CA) P.O.C. PA R/W RIGHT-OF-WAY PROPERTY UNE A.P. ANGLE POINT s SEWER - REFER TO SEWER & STORM DRAIN PLANS n TAPER DATA - SEE TABLE SIGN AT BOUNDARY. (IF PHASES ARE NOT CONSTRUCTED SIMULTANEOUSLY) E.P. EDGE OF PAVEMENT C/G CURB AND GUTTER ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. 1 MONUMENT DESCRIP11ON - SEE TABLE 0 O CONSTRUCT SINGLE FAMILY RESIDENTIAL DRIVE APPROACH PER A.D.A. Q FURNISH & INSTAL_ SURVEY MONUMENT PER C.O.B. STD. ST -13. ® SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. 1 EASEMENT LEGEND - SEE TABLE O REQUIREMENTS PER C.O.B. STD. DETAIL ST -7 ON SHEET 10. Q EXISTING SURVEY MONUMENT CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS NQM j� PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED; REFER TO SHEET 10 FOR ADA PEDESTRIAN WALKWAY REQUIREMENTS) CONSTRUCT THE FOLLOWING WITH PHASE 1: -SNOW ROAD (INCLUDING THE FULL LANDSCAPE MEDIAN) FOR THE FULL `�_� SPECIFICATION PTH-02ALKYD. Knout What S below. -¢- 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 THE. STREET LYING WITHIN THE TRACTS BOUNDARY. -QUAIL CREEK ROAD (INCLUDING PAVEMENT TRANSITIONS) FROM SNOW 10 �' PROTECT IN PLACE Cal� before dig. Ic '� FURNISH &INSTAR STREET LIGHT -5800 LUMEN PER C.O.B. - - - - - - TRACT BOUNDARY ROAD TO THE NORTHERN PHASE 1 BOUNDARY. 11 i AFF SIGNAL I INSTALL TRAFFIC S GN L &INTERCONNECT CONDUITS PER C.O.B. STD. DETAIL T-33 you STD. ST -23 AND SPECIAL PROVISION 7-86-10. .., x..., . _ . sx PHASE BOUNDARY CONSTRUCT THE FOLLOWING WITH PHASE 4. AND T-34. -�-- FURNISH & INSTAR STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST -23 AND SPECIAL PROVISION 7-86-10. " MATCH UNE -ETCHART ROAD (INCLUDING THE FULL LANDSCAPE MEDIAN) FOR THE FULL EXTENT OF THE STREET LYING WITHIN THE TRACT'S BOUNDARY. -QUAIL CREEK ROAD (INCLUDING PAVEMENT TRANSITIONS) FROM ETCHART 12 CONSTRUCT TYPE "B5" TACK ON MEDIAN CURB PER K.C.D.S. PLATE NO. 52. 1 P 1 6 ' ExISi1NG STREET UgiT PER SEPARATE APPROVED STREET PLANS - - - CENTERLINE ROAD TO THE NORTHERN PHASE 1 BOUNDARY. N . -7264 - �o V� z� L''' ci Va >U W Of ca W m U LLJ CL W °° < N N SNOW ROAD SEE! SHEET 10 z v DELTA �1 ! ' 20' I 20' I � � I 268'49'50" x 1Z M 1¢ ir O 3 W N ! N a ! W c ! 18" DRAT _ .i ...i..i'Q �- W14-2" NO "R81(CA)" - BIKE LANE - ET . �I � I N W tom• - Z z F :jI>' 1 I— 2 0 U 0 N i STORM DRAIN MANHOLE -REFER TO SEWER &STORM DRAIN PLANS I v POINT OF INTERSECTION TP TOP OF PAVEMENT cStr CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER ITEM OF WORK - SEE SCHEDULE k I, SNOW ROAD SEE SHEET 10 414 412 410 408 406 404 402 400 398 396 394 392 9+00 ALLENMEIR COURT (LOCAL STREET) STA. 10+00.00 C.L. TO 13+30.84 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 414 412 410 408 406 404 402 400 398 396 394 392 9+00 11 +00 12+00 414 412 410 408 406 404 402 400 398 396 394 392 ce OR U ow i� ii! LC � O zm C3 C) OD 0 wMa N + 8 w r zQQ 51 ccnn c~n / ar rr� .00 _r TAMBURLANE COURT SEE SHEET 5 �r — CURVE lin cq LENGTH SEE SHEET 5 DELTA �1 42.00' ' 20' I 20' I 42.87' 268'49'50" "R1-1" -STOPC "R6-1 " - ONE WAY "S5-2" - END SCHOOL ZONE 30' 30' 27.13' 14.29' O 3 C> ; 20.00' Co I I C4 M r N 1 _ .i ...i..i'Q �- W14-2" NO "R81(CA)" - BIKE LANE - ET . �I � I N W �` 0p 1 c0 C3ell 2 O BEGIN CURVE PCC POINT OF COMPOUND CURVATURE END CURVE TC TOP OF CURB i STORM DRAIN MANHOLE -REFER TO SEWER &STORM DRAIN PLANS CURVE NUMBER FOR CURVE DESCRIPTION SES ON IS SHM �. POINT OF INTERSECTION TP TOP OF PAVEMENT cStr CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER ITEM OF WORK - SEE SCHEDULE < OF VERTICAL CURVE FC FINISH CONCRETE �• b. st P.O.C. PA U It W SEWER - REFER TO SEWER & STORM DRAIN PLANS 11 TAPER DATA - SEE TABLE > A.P. /,� E.P. EDGE OF PAVEMENT C/G CURB AND GUTTER ® SEWER MANHOLE - REFER SEVER & STORM DRAIN PLANS. U MONUMENT DESCRIPTION -SEE TABLE W Z YN 0 -4 O EASEMENT LEGEND - SEE TABLE ® w w CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS NOTE -}- FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. Al PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED; REFER TO W W lt- C40 -SNOW ROAD (INCLUDING THE FULL LANDSCAPE MEDIAN) FOR THE FULL ± >�'- FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. is INSTALL INTERCONNECT CONDUIT PER C.O.B. SID. DETAIL T-33. EXTENT OF THE STREET LYING WITHIN THE TRACT'S BOUNDARY. -QUAIL CREEK ROAD (INCLUDING PAVEMENT TRANSITIONS) FROM SNOW �} FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. - " - - - - TRACT BOUNDARY ROAD TO THE NORTHERN PHASE 1 BOUNDARY. w STD. ST -23 AND SPECIAL PROVISION 7-86-10. N D: °° v M ta- q cn FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. I q h (6 Go � m< (n STD. ST -23 AND SPECIAL PROVISION 7-86-10. " AP ROXIMA EXTENT OF THE STREET LYING WITHIN THE TRACTS BOUNDARY. i O M oN N WI2 + os<tw -' - - - CENTERLINE + + APF OXIMATE MIRn 1t 9 + ± r a a d .N ® TERUN C; Ig- q vii w cin '- W TERUNE r .� ac! ccnn N 1 S=0.25% S=O. W C1 1l 0.28% - S=O. cx ,o 0)• c)ROPOSED 0 S- 0.25% MUNE-•- t j W O 7 - > TE w <c w c '� 414 412 410 408 406 404 402 400 398 396 394 392 9+00 11 +00 12+00 414 412 410 408 406 404 402 400 398 396 394 392 ce OR U ow i� ii! LC � O zm C3 C) OD 0 wMa N + 8 w r zQQ 51 ccnn c~n / ar rr� .00 _r TAMBURLANE COURT SEE SHEET 5 �r — 10+00 11+00 12+00 13+00 414 412 410 408 406 404 402 400 398 396 394 392 --20' SEWER EASEMENT TO N.O.R.S.D. TAMBURLANE COURT CURVE RADIUS LENGTH SEE SHEET 5 DELTA �1 42.00' ' 20' I 20' I 42.87' 268'49'50" "R1-1" -STOPC "R6-1 " - ONE WAY "S5-2" - END SCHOOL ZONE 30' 30' 27.13' 14.29' 44'2455" 3 C> O 20.00' Co I I N M r N 1 _ .i ...i..i'Q �- W14-2" NO "R81(CA)" - BIKE LANE - ET . �I � I N W qp O O 0p 1 c0 CV 2 O BEGIN CURVE PCC POINT OF COMPOUND CURVATURE END CURVE TC TOP OF CURB i STORM DRAIN MANHOLE -REFER TO SEWER &STORM DRAIN PLANS CURVE NUMBER FOR CURVE DESCRIPTION SES ON IS SHM Osf POINT OF INTERSECTION TP TOP OF PAVEMENT cStr CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER ITEM OF WORK - SEE SCHEDULE < OF VERTICAL CURVE FC FINISH CONCRETE Mij'4 b. I P.O.C. PA POINT ON CURVE R/W RIGHT-OF-WAY PROPERTY UNE ANGLE POINT S SEWER - REFER TO SEWER & STORM DRAIN PLANS 11 TAPER DATA - SEE TABLE W A.P. /,� E.P. EDGE OF PAVEMENT C/G CURB AND GUTTER ® SEWER MANHOLE - REFER SEVER & STORM DRAIN PLANS. U MONUMENT DESCRIPTION -SEE TABLE W 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 ® -7W W 0 CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS NOTE -}- FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. Al PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED; REFER TO CONSTRUCT THE FOLLOWING WITH PHASE 1: W lt- 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. is INSTALL INTERCONNECT CONDUIT PER C.O.B. SID. DETAIL T-33. EXTENT OF THE STREET LYING WITHIN THE TRACT'S BOUNDARY. -QUAIL CREEK ROAD (INCLUDING PAVEMENT TRANSITIONS) FROM SNOW �} FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. - " - - - - TRACT BOUNDARY ROAD TO THE NORTHERN PHASE 1 BOUNDARY. a Icn STD. ST -23 AND SPECIAL PROVISION 7-86-10. CV o- :,.. PHASE BOUNDARY N N -E-- FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. I ice, QOcs m< (n STD. ST -23 AND SPECIAL PROVISION 7-86-10. " AP ROXIMA EXTENT OF THE STREET LYING WITHIN THE TRACTS BOUNDARY. i I oN i --QUAIL CREEK ROAD (INCLUDING PAVEMENT TRANSITIONS) FROM ETCHART wr-� �++ EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS - - - CENTERLINE + + �q.�. ��j N 11 MIRn 1t 9 eM- O ± r a a d .N ® TERUN C; Ig- L .N vii cin W + + °DN_ ac! ccnn N S=1 3.60% S=0.25% S=O. W C1 - cx ,o 0)• c)ROPOSED 0 MUNE-•- t j W O 7 - > TE w <c w c '� W W ¢ ;iPROXIM STING OUND m lcn I L CIO 10+00 11+00 12+00 13+00 414 412 410 408 406 404 402 400 398 396 394 392 --20' SEWER EASEMENT TO N.O.R.S.D. TAMBURLANE COURT CURVE RADIUS LENGTH SEE SHEET 5 DELTA �1 42.00' ' 20' I 20' I 42.87' 268'49'50" "R1-1" -STOPC "R6-1 " - ONE WAY "S5-2" - END SCHOOL ZONE 30' 30' 27.13' 14.29' 44'2455" 3 C> O 20.00' Co I I " N a N r N 1 _ .i ...i..i'Q �- W14-2" NO "R81(CA)" - BIKE LANE - ET . �I � I N W qp O O 0p 1 c0 o1 -1Z 14 p, WI N �U) ZMM pri 'O In N1 p 00 r LLJ I 00 2`' N ¢ ¢ 20' SEWER EASEMENT ` I w cn ccn a cn cn Nr =a R/W TO N.O.R.S.D. 1 - - _ I _ \ i L 11+00 S 8" SEWER N M -S00'48'31 "W -- ._._ ._.. J 326.00' ---I- 0 � ;�.� 12+00 0 0 14 NM INTERSECTION STA. 10+00.00 C.L RUTHBURG WAY = // STA. 12+86.17 C.L TAMBURLANE COURT 15 H,/ rr -Pt NOTE: PHASES 1 & 2 IMPROVEMENTS WILL BE CONSTRUCTED SIMULTANEOUSLY. 416 CURVETABLE CURVE RADIUS LENGTH TANGENT DELTA �1 42.00' 197.06' 42.87' 268'49'50" "R1-1" -STOPC "R6-1 " - ONE WAY "S5-2" - END SCHOOL ZONE 35.00' 27.13' 14.29' 44'2455" 3 20.00' 31.42' 20.00' 90000'00" 4� 35.00' 54.98' 35.00' 90'00'00" LEGEND: LEGEND (CONT.).- LEGEND -CONT. : ABMATIONS ! R1-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: Ah 'l EDGE OF PAVEMENT FL FLOWLINE POVPOINT ON VERTICAL CURVE -� "R1-1" -STOPC "R6-1 " - ONE WAY "S5-2" - END SCHOOL ZONE — — — -- — -- — -- -- — -- SAWCUT CL CENTERLINE BVC BEGIN VERTICAL CURVE "R26(CA)" - NO PARKING ANYTIME "W31(CA)" -END SECTION LETTER ELEV ELEVATION EVC END VERTICAL CURVE z: O °R3 -5R" - RI{�iT TURN OILY» 0 B.C.R. BEGIN CURB RETURN PI POINT OF INTERSECTION W14-2" NO "R81(CA)" - BIKE LANE - ET A L SECTION DESIGNATION E.C.R. END CURB RETURN PRC POINT OF REVERSE CURVATURE - - D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS 2 BC EC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE END CURVE TC TOP OF CURB i STORM DRAIN MANHOLE -REFER TO SEWER &STORM DRAIN PLANS CURVE NUMBER FOR CURVE DESCRIPTION SES ON IS SHM PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT cStr CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER ITEM OF WORK - SEE SCHEDULE < OF VERTICAL CURVE FC FINISH CONCRETE Mij'4 C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. I P.O.C. PA POINT ON CURVE R/W RIGHT-OF-WAY PROPERTY UNE ANGLE POINT S SEWER - REFER TO SEWER & STORM DRAIN PLANS 11 TAPER DATA - SEE TABLE Q A.P. /,� E.P. EDGE OF PAVEMENT C/G CURB AND GUTTER ® SEWER MANHOLE - REFER SEVER & STORM DRAIN PLANS. U MONUMENT DESCRIPTION -SEE TABLE © 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 ® EXISTING SURVEY MONUMENT 0 CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS NOTE -}- FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. Al PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED; REFER TO CONSTRUCT THE FOLLOWING WITH PHASE 1: lt- 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. is INSTALL INTERCONNECT CONDUIT PER C.O.B. SID. DETAIL T-33. EXTENT OF THE STREET LYING WITHIN THE TRACT'S BOUNDARY. -QUAIL CREEK ROAD (INCLUDING PAVEMENT TRANSITIONS) FROM SNOW �} FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. - " - - - - TRACT BOUNDARY ROAD TO THE NORTHERN PHASE 1 BOUNDARY. a Icn STD. ST -23 AND SPECIAL PROVISION 7-86-10. r x, r o- :,.. PHASE BOUNDARY CONSTRUCT THE FOLLOWING WITH PHASE 4: -E-- FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. I o¢ -ETCHART ROAD (INCLUDING THE FULL LANDSCAPE MEDIAN) FOR THE FULL m< (n STD. ST -23 AND SPECIAL PROVISION 7-86-10. " MATCH UNE EXTENT OF THE STREET LYING WITHIN THE TRACTS BOUNDARY. i I oN �W z ! --QUAIL CREEK ROAD (INCLUDING PAVEMENT TRANSITIONS) FROM ETCHART wr-� �++ EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS - - - CENTERLINE ROAD TO THE NORTHERN PHASE 1 BOUNDARY. 414 412 410 408 406 404 402 400 398 396 394 392 ROVERTON COURT SEE SHEET 5 pp � i0 I 0 p �N ( N O { + .44 C1 W � o0 23 0 24 $ 000 000 1 O 'F_ + + °' ao co w 0; z C) N- 1 N N N 3 + + Tao _ + V? 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STD ST -1 0 CONSTRUCT 5' (LOCAL STREETS) AND 6' (ARTERIAL & COLLECTOR STREETS) COMBINATION SIDEWALK PER C.O.B. STD ST -5. �3 INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. O CONSTRUCT HANDICAP RAMP PER CALTRANS 2010 STANDARD PLAN R.S.P. A88A-CASE A. CONSTRUCT 6' BLOCK WALL PER WALL CONSTRUCTION PLANS. 0 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. 10 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. 13 CONSTRUCT MEDIAN LANDSCAPE/HARDSCAPE PER PER K.C.D.S. PLATE NO. L-14. �J 14+00 15+00 W J 8 416 414 412 410 408 406 404 402 400 398 396 394 392 416 414 412 410 408 406 404 402 400 398 396 394 392 Know what's below. 0811 before you dig. z: O g 0 V) o >v 0 w o~ hI 0 w z O r U M V + co t tV .qd- 0: W eM- O s}- a � W w '.' a0 N cV W C1 cx ,o o LO 0 + t j W O 7 - TE <c w c '� . ¢ ;iPROXIM STING OUND m lcn I L CIO S=0.25% S=0.25% j PROPOSED ST FLOVAJNE w 3;m w J :3 rc'+ ¢ <a Q ry� 416 414 412 410 408 406 404 402 400 398 396 394 392 11+00 12+00 13+00 14+00 15+00 APPRO MATE A EXISTI G GROUNDg to • e[ �.,., t 1 T I - - - r I - 11+00 12+00 13+00 CONSTRICTION NOTES: d CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 0 CONSTRUCT 5' (LOCAL STREETS) AND 6' (ARTERIAL & COLLECTOR STREETS) COMBINATION SIDEWALK PER C.O.B. STD ST -5. �3 INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. O CONSTRUCT HANDICAP RAMP PER CALTRANS 2010 STANDARD PLAN R.S.P. A88A-CASE A. CONSTRUCT 6' BLOCK WALL PER WALL CONSTRUCTION PLANS. 0 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. 10 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. 13 CONSTRUCT MEDIAN LANDSCAPE/HARDSCAPE PER PER K.C.D.S. PLATE NO. L-14. �J 14+00 15+00 W J 8 416 414 412 410 408 406 404 402 400 398 396 394 392 416 414 412 410 408 406 404 402 400 398 396 394 392 Know what's below. 0811 before you dig. z: O g V) o >v w o~ U w z U V m W a W a0 N cV KENWICK STREET DROMANA COURT CASELLA STREET ALBION COURT If LATERA COURT d Q EE SHEET 4 SEE SHEET 4 SEE SHEET 3 SEE SHEET 3 SEE SHEET o2 N 11 20' 1 20 11 1 If--- 11 20'1 __ 20'_ 11 If 20 20' 11 -1 20 1 20' 1 201 0$ E.C. 20' 30, -30 1 30, C> 30, 1 30' T 1 30, 1 30"11 L _j 30 _j _j _j us 0 $© a STA 29+66.00 29+66.00 C.L. 100.40 LT. 30 30' 8 30' 8 8 8 c� W STA. 30+70.71 F.L. 01 cs d C3 cs c; d cs 6 W cs c; a W c1c 04 04 C3 LL: 04 + m C-4 TEMPORARY SUMP 04 04 C14 04 04 04 J + + DRIVEWAY (3 QD cc C-0 J J TO BE INSTALLED J J _j J _j J _j J J. -i J I C1 00 CO W 1.1� C3 U: C3 U: _11 0 -4 U U_ TE1MPORARY SUMP M cj U: ci U: d LA: cj LA: C3 I,- q 4m STA. 30+67.02, F.L. 8 0; WITH PHASE 1 AND ca F': c*4 46� � 5 her 5 5 C) 0 BE INSTALLED NTH 0 5 9 a 8 C> Q a C1 C9 0 100 0 0 0 1 00 04 lq* 8 0) REMOVED WITH *00 0 W cc 400 cc co 88 CD W C1 co ca 88 + W c� 00 a C1 C1 00 00 z CD cd 04 PHASE 3 AND REMOVED I cs C5 Uj rz rz m d) C-4 C4 W td Ui 06 0) 0606 W r-: r..: 4 4 cn f-: r�: c; 6 cn %0 00: En 1, :z PHASE 3 (SEE V_ V_ v- � r*_' W r- 1�_ 00 01 W =1 + m 0) 3 00 1* z P_ r1%. co co WITH PHASE 4 co = 0) 0) C)c) = v- -r- cy) 0) 04 04 1 P.R.C. co + + + cnj + ct :3 + + + + + :3 + %t + + + + _j + + ct + 0� . . a I DETAIL ON SHEET 8) + + 0) 0) W co OD 0)0) 04 Go (SEE DETAIL ON 1* to to co co 0000 W V-- v- C'4 rL SHEET 3) C4 N cq 00 •04 Of W C*4 04 C -i N 04 c%j 04 N C4 N N N 54 STA. 29+68.65 C.L. 87.05 LT. 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T-19: zh EDGE OF PAVEMENT FL FLOWUNE POVC POINT ON VERTICAL CURVE INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. '111-1 0 -STOP * *S5-2« - END SCHOOL ZONE R6-1" -ONE WAY SAWCUT CL CENTERLINE BVC BEGIN VERTICAL CURVE 22*25'35" *R26(C�)* - NO PARKING ANY11ME :W31(CA)* -END SECTION LETTER ELEV ELEVATION EVC END VERTICAL CURVE ENGINEER. "R3 -5R - RIGHT TURN ONLY WW14-l' -DEAD END INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W-31(CA) B.C.R. BEGIN CURB RETURN PI POINT OF INTERSECTION 9000010 -RB1(CA)- - BIKE LANE W14-2* - NO OUTLET SECTION DESIGNATION E.C.R. 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 END CURVE TC TOP OF CURB 0 STORM DRAIN MANHOLE -REFER TO SEWER & STORM DRAIN PLANS EREEC CURVE NUMBER FOR CURVE DESCRIPTION SEONI.S SHOWN PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT cstr CONSTRUCT TYPE *A" CATCH BASIN WITH 3.5! OPENING PER ITEM OF WORK - SEE SCHEDULE OF VERTICAL CURVE FC FINISH CONCRETE C.O.B. SM. D-14, UNLESS NOTED OTHERWISE. P.O.C. PA POINT ON CURVE R/W RIGHT-OF-WAY PROPERTY LINE ANGLE POINT s SEWER - REFER M SEWER & STORM DRAIN PLANS n1 TAPER DATA - SEE TABLE A.P. A 416 EDGE OF PAVEMENT C/G CURB AND GUTTER % MONUMENT DESCRIPTION -SEE TABLE FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. SM. ST -13. 0 SEWER CLEANOUT REFER M 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. SM. T-1. PER C.O.B. SID. ST -4. (UNLESS OTHERWISE NOTED; REFER M CONSTRUCT THE FOLLOWING NTH 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. SM. T-1. Ic INSTALL INTERCONNECT CONDUIT PER C.O.B. SM. DETAIL T-33. EXTENT OF THE STREET LYING WITHIN THE TRACT'S BOUNDARY. -QUAIL CREEK ROAD (INCLUDING PAVEMENT TRANSITIONS) FROM SNOW C>- FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. TRACT BOUNDARY ROAD TO, THE NORTHERN PHASE 1 BOUNDARY. SM. ST -23 AND SPECIAL PROVISION 7-86-10. PHASE BOUNDARY CONSTRUCT THE FOLLOWING WITH PHASE 4: E FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. m C) -ETCHART ROAD (INCLUDING THE FULL LANDSCAPE MEDIAN) FOR THE FULL SM. ST -23 AND SPECIAL PROVISION 7-86-10. MATCH LINE EXTENT OF THE STREET LYING WITHIN THE TRACTS BOUNDARY. C-) -QUAIL CREEK ROAD (INCLUDING PAVEMENT TRANSITIONS) FROM ETCHART EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS CENTERLINE C5 VERT. CURVE ck: LLJ LLJ I m I 00 C14 I 414 +t r �""i �"_i I cli - c'; > • J. J 412 Uj Uj 0 W _j ce C; d cs '", c; 0 8 z q LA_ Q + 410 04 LL i rn 4- < M M 00 APPROXIMATE 408 to >: A )PROXIMA' E + 04 �6 c 14 cn W W A 3PROXIMA: 1E m cn (n IINU WWNIJ 02 > - > g_ E STING GROUN D 6 cr E (ISTING GROUND a: n 06 4 c) cn c 0 21 ar _n qmv ..... S= -O.25% S=0.., 5% . ........... A-- 404 402 PROPOSED EM T FLOMA E 0 398 w _j Ls.U. g Li 396 LL z 40 _17 :3 + VIVO %J 394 < 6- cn ...... ...... . . in CL 0_i3O,,cn 392 16+00 17+00 18+00 20+00 21+00 22+00 LEGEN LEGEND CON LI LEGEND -CQNT.).- ABBREVIATIONS CONSTRUCT TYPE -B- CURB & GUTTER PER C.O.B. STD ST -1 R1-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: zh EDGE OF PAVEMENT FL FLOWUNE POVC POINT ON VERTICAL CURVE INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. '111-1 0 -STOP * *S5-2« - END SCHOOL ZONE R6-1" -ONE WAY SAWCUT CL CENTERLINE BVC BEGIN VERTICAL CURVE 22*25'35" *R26(C�)* - NO PARKING ANY11ME :W31(CA)* -END SECTION LETTER ELEV ELEVATION EVC END VERTICAL CURVE ENGINEER. "R3 -5R - RIGHT TURN ONLY WW14-l' -DEAD END INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W-31(CA) B.C.R. BEGIN CURB RETURN PI POINT OF INTERSECTION 9000010 -RB1(CA)- - BIKE LANE W14-2* - NO OUTLET SECTION DESIGNATION E.C.R. 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 END CURVE TC TOP OF CURB 0 STORM DRAIN MANHOLE -REFER TO SEWER & STORM DRAIN PLANS EREEC CURVE NUMBER FOR CURVE DESCRIPTION SEONI.S SHOWN PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT cstr CONSTRUCT TYPE *A" CATCH BASIN WITH 3.5! OPENING PER ITEM OF WORK - SEE SCHEDULE OF VERTICAL CURVE FC FINISH CONCRETE C.O.B. SM. D-14, UNLESS NOTED OTHERWISE. P.O.C. PA POINT ON CURVE R/W RIGHT-OF-WAY PROPERTY LINE ANGLE POINT s SEWER - REFER M SEWER & STORM DRAIN PLANS n1 TAPER DATA - SEE TABLE A.P. A E.P. EDGE OF PAVEMENT C/G CURB AND GUTTER SEWER MANHOLE REFER SEWER & STORM DRAIN PLANS. MONUMENT DESCRIPTION -SEE TABLE FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. SM. ST -13. 0 SEWER CLEANOUT REFER M 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. SM. T-1. PER C.O.B. SID. ST -4. (UNLESS OTHERWISE NOTED; REFER M CONSTRUCT THE FOLLOWING NTH 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. SM. T-1. Ic INSTALL INTERCONNECT CONDUIT PER C.O.B. SM. DETAIL T-33. EXTENT OF THE STREET LYING WITHIN THE TRACT'S BOUNDARY. -QUAIL CREEK ROAD (INCLUDING PAVEMENT TRANSITIONS) FROM SNOW C>- FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. TRACT BOUNDARY ROAD TO, THE NORTHERN PHASE 1 BOUNDARY. SM. ST -23 AND SPECIAL PROVISION 7-86-10. PHASE BOUNDARY CONSTRUCT THE FOLLOWING WITH PHASE 4: E FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. m C) -ETCHART ROAD (INCLUDING THE FULL LANDSCAPE MEDIAN) FOR THE FULL SM. ST -23 AND SPECIAL PROVISION 7-86-10. MATCH LINE EXTENT OF THE STREET LYING WITHIN THE TRACTS BOUNDARY. C-) -QUAIL CREEK ROAD (INCLUDING PAVEMENT TRANSITIONS) FROM ETCHART EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS CENTERLINE ROAD TO, THE NORTHERN PHASE 1 BOUNDARY. 23+00 24+00 25+00 26+00 27+00 CONSTRUCTION NOTES: LENGTH CONSTRUCT TYPE -B- CURB & GUTTER PER C.O.B. STD ST -1 O CONSTRUCT 5' (LOCAL STREETS) AND 6' (ARTERIAL & COLLECTOR STREETS) 20.00' COMBINATION SIDEWALK PER C.O.B. STD ST -5. 20.00' INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. O CONSTRUCT HANDICAP RAMP PER CALTRANS 2010 STANDARD PLAN R.S.P. 13.70' A88A-CASE A. 22*25'35" CONSTRUCT 6' BLOCK WALL PER WALL CONSTRUCTION PLANS. 84.00' SAWCUT EXISTING E.P. PER RESPECTIVE STREET SECTION OR AS DIRECTED BY 202.06' ENGINEER. O INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W-31(CA) 54.98' SIGN AT BOUNDARY. (IF PHASES ARE NOT CONSTRUCTED SIMULTANEOUSLY) 9000010 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.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. 13 CONSTRUCT MEDIAN LANDSCAPE/HARDSCAPE PER PER K.C.D.S. PLATE NO. L-14._ 28+00 29+00 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 20.00' 31.42' 20.00' 90000100 O 35.00' 13.70' 6.94' 22*25'35" O 84.00' 197.70' 202.06' 134*51'11 O 35.00' 54.98' 35.00' 9000010 31+00 Know what's below. C81I before you dig. >_ m n U_ Z LLJ V) > V) m C) C-) ck: LLJ LLJ I m I 00 C14 I EX. R /W SNOW ROAD SNOW ROAD SEE SHEET 10 418 416 414 412 410 408 406 404 402 400 398 396 394 392 390 45!;-61 - 34-�4-8 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. QUAIL CREEK ROAD (COLLECTOR STREET) STA. 10+00.00 C.L. TO 22+00.00 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL ROVERTON COURT SEE SHEET 5 KENWICK STREET SEE SHEET 4 NOTE: PHASES 1 & 2 IMPROVEMENTS WILL BE CONSTRUCTED SIMULTANEOUSLY. J � 3r Y la .ro c\I rZ J � U pLjj C5 W zoo I - -r"(n UN0 1 McnR O ocn WW W_ Uin w --- .Jtwn Ic .� C) - O M C3 !i W 00� z C6 (d II tot++_ N N �F- ,¢ Q �V) 1=> LEGEND (CObjEGELND (CON .�i�I�w . i�1 r ABBREVIATIONS R1-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: Ah EDGE OF PAVEMENT FL FLOWLINE POVC POON VERTICAL CURVE --�- aR1-1" - STQPNT "R6-1 " -ONE WAY "S5-2" - END SCHOOL ZONE - -- - - - - - - - - SAWCUT CL CENTERLINE BVC BEGIN VERTICAL CURVE N 00'49'10" E "R26(CA)" - NO PARKING ANYTIME "W31(CA}" -END SECTION LEITER ELEV El EVA11ON EVC END VERTICAL CURVE 30.02' "R3 -5R" - RIGHT TURN ONLY "W14-2" A B.C.R. BEGIN CURB RETURN PI PONT OF INTERSECTION "R81(CA)" - BIKE LANE - N OUTLET SECTION DESIGNATION E.C.R. END CURB RETURN PRC PONT OF REVERSE CURVATURE _ _ D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS Z BC EC BEGIN CURVE PCC PONT OF COMPOUND CURVATURE END CURVE TC TOP OF CURB ® E REFER TO SEWER &STORM DRAIN PLANS STORM DRAIN MANHOL- (` �� SHEET WHERE � J CURVE NUMBER FOR CURVE DESCRIPTION SECTION IS SHOWN PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT O20' 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. WIDE CHEVRON PIPELINE CO. PIPELINE EASEMENT PER 0 POINT ON CURVE R/W RIGHT-OF-WAY BK. 2271, PG. 190 AND BK. 6877, PG. 1119 BOTH O.R. 0 TAPER DATA - SEE TABLE P/L PROPERTY LINE A.p. ANGLE POINT g SEWER -REFER TO SEWER &STORM DRAIN PLANS 400 E.P. EDGE OF PAVEMENT C C CURB AND GUTTER % SEWER MANHOLE -REFER SEWER &STORM DRAIN PLANS. �1 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 COMMUNICATION EASEMENT PER BK. 172, PG. 434 O:R. EXISTING SURVEY MONUMENT O CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS .NOTE: +FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. ANIM PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED; REFER TO CONSTRUCT THE FOLLOWING WITH PHASE L• SHEET 10 FOR ADA PEDESTRIAN WALKWAY REQUIREMENTS) -SNOW ROAD (INCLUDING THE FULL LANDSCAPE MEDIAN) FOR THE FULL 4? 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 TRACT'S BOUNDARY. -QUAIL CREEK ROAD (INCLUDING PAVEMENT TRANSITIONS) FROM SNOW -�- FURNISH & INSTAR STREET UGHT-5800 LUMEN PER C.O.B. - - - - - - TRACT BOUNDARY ROAD TO THE NORTHERN PHASE 1 BOUNDARY. STD. ST -23 AND SPECIAL PROVISION 7-86-10. 0 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 STD. ST -23 AND SPECIAL PROVISION 7-86-10. ®®" ® MATCH LINE EXTENT OF THE STREET LYING WITHIN THE TRACTS BOUNDARY. -QUAIL CREEK ROAD (INCLUDING PAVEMENT TRANSITIONS) FROM ETCHART EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS - - - CENTERLINE ROAD TO THE NORTHERN PHASE 1 BOUNDARY. - I C5 0 N� N w � ,- + VE T. CURVE r1 D M WW w N o ` �; _ �;5-7 - o o 4 O `- N cV O to 00 !- W J LtJ J W J W J d z W W - 11 04 U.1w W W p W IY J W Z tiww � z`�' I 03_j o CR to in Ui w -� w o + + + w + oMo r: a v- . t� 00 ° . 00 v rn cd I + CD © Q�fl ± tea, z AP ROXIMA zco vQ m �; > � U¢ + N N Q ¢ T -' cNr, `� ¢ v~i n. c~n ��', r~n w Of ' EXISTI GROUN <c En U F- F- 0 w `- NTERUN to __ -- -- -- -- -- _ ._ _ m � w cn U cn z o c� - -' _ S =0.5 a _ - --0.54 --- - --- - - - - -- ---- z_.. ¢ cn _ _ ___ - - ._ - ._ _ - _. _ .- - .._ - - -- --- - - - --- S=0.2 )77 S=O. 4% PROPOSED ST FLO NE i =-0.25 t LO IOR M z ca Ucn 10+00 j VARIES MIN. 1'----�I I I t --VARIES V-2.6' I0!: ! wl < z z UI I U 2% t )l W f 45---.49 VARIES 343 ..,V38 VARIES 12+00 13+00 R/Wr3' LANDSCAPE LOT 6' z S/W W 0 o p% �1N• LL.- -- V)a.1 EX. A.C. 0.30' A.C. PAVING EX. CURB & GUTTER/ PAVEMENT T.I. 6 0.60' AGG. BASE SIDEWALK "R" VALU E 41 L0.60' COMPACTED SUBGRADE COMPACTED TO 95% QUAIL CREEK ROAD STA 10+93.70 TO 20+68.83 SCALE: 1" = 10' (HORIZ) 8 2' WALL FOOTING EASEMENT/HINGE POINT 2 ok 4-/A(PAD Ak ELEV. LEGE : LEGEND (CObjEGELND (CON .�i�I�w . i�1 r ABBREVIATIONS R1-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: Ah EDGE OF PAVEMENT FL FLOWLINE POVC POON VERTICAL CURVE --�- aR1-1" - STQPNT "R6-1 " -ONE WAY "S5-2" - END SCHOOL ZONE - -- - - - - - - - - SAWCUT CL CENTERLINE BVC BEGIN VERTICAL CURVE N 00'49'10" E "R26(CA)" - NO PARKING ANYTIME "W31(CA}" -END SECTION LEITER ELEV El EVA11ON EVC END VERTICAL CURVE 30.02' "R3 -5R" - RIGHT TURN ONLY "W14-2" A B.C.R. BEGIN CURB RETURN PI PONT OF INTERSECTION "R81(CA)" - BIKE LANE - N OUTLET SECTION DESIGNATION E.C.R. END CURB RETURN PRC PONT OF REVERSE CURVATURE _ _ D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS Z BC EC BEGIN CURVE PCC PONT OF COMPOUND CURVATURE END CURVE TC TOP OF CURB ® E REFER TO SEWER &STORM DRAIN PLANS STORM DRAIN MANHOL- (` �� SHEET WHERE � J CURVE NUMBER FOR CURVE DESCRIPTION SECTION IS SHOWN PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT O20' 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. WIDE CHEVRON PIPELINE CO. PIPELINE EASEMENT PER P.O.C. POINT ON CURVE R/W RIGHT-OF-WAY BK. 2271, PG. 190 AND BK. 6877, PG. 1119 BOTH O.R. 0 TAPER DATA - SEE TABLE P/L PROPERTY LINE A.p. ANGLE POINT g SEWER -REFER TO SEWER &STORM DRAIN PLANS 400 E.P. EDGE OF PAVEMENT C C CURB AND GUTTER % SEWER MANHOLE -REFER SEWER &STORM DRAIN PLANS. �1 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 COMMUNICATION EASEMENT PER BK. 172, PG. 434 O:R. EXISTING SURVEY MONUMENT O CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS .NOTE: +FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. ANIM PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED; REFER TO CONSTRUCT THE FOLLOWING WITH PHASE L• SHEET 10 FOR ADA PEDESTRIAN WALKWAY REQUIREMENTS) -SNOW ROAD (INCLUDING THE FULL LANDSCAPE MEDIAN) FOR THE FULL 4? 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 TRACT'S BOUNDARY. -QUAIL CREEK ROAD (INCLUDING PAVEMENT TRANSITIONS) FROM SNOW -�- FURNISH & INSTAR STREET UGHT-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: -E3- FURNISH & INSTALL STREET UGHT-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. -QUAIL CREEK ROAD (INCLUDING PAVEMENT TRANSITIONS) FROM ETCHART EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS - - - CENTERLINE ROAD TO THE NORTHERN PHASE 1 BOUNDARY. - CONSTRUCTION NOTES: 1 I O CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 CONSTRUCT 5' (LOCAL STREETS) AND 6' (ARTERIAL & COLLECTOR STREETS) COMBINATION SIDEWALK PER C.O.B. STD ST -5. �3 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. 5� CONSTRUCT 6' BLOCK WALL PER WALL CONSTRUCTION PLANS. O SAWCUT EXISTING E.P. PER RESPECTIVE STREET SECTION OR AS DIRECTED BY ENGINEER. 0 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. 0 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.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. 21+00 LTi LINE TABLE UNE BEARING DISTANCE L1 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 00'49'10" E 83.22' CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 1 30.00' 46.99' 29.87' 89'44'40" Q 30.00' 47.11' 29.98' 89°58'06" O 30.00' 47.14' 30.02' 90'01'54- 418 L 416 414 412 EASEMENT LEGEND: 410 O PUBLIC HIGHWAY EASEMENT PER TRACT No. 5909, M. BK. 48, PG. 22 408 O 15' WIDE CITY OF BAKERSFIELD IRRIGATION PIPELINE EASEMENT PER DOC. No. 0201118720 O.R. 406 3 30' WIDE COUNTY OF KERN PUBLIC HIGHWAY EASEMENT PER VOL. 29, PG. 104 OF THE MINUTE BOOKS O20' WIDE N.O.R.S.D. SEWER EASEMENT PER DOCUMENT 4.04. No. 0201089312 O.R. 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 LICENSE 400 6 OAGREEMENT AGREEMENTPER BK. 2539, PG. 70 O.R. (PORTION WITHIN PROJECT TO BE REMOVED). WIDE PACIFIC TELEPHONE AND TELEGRAPH COMPANY 398 O10' COMMUNICATION EASEMENT PER BK. 172, PG. 434 O:R. O 30' WIDE PUBLIC HIGHWAY EASEMENT PER SALES MAP 396 d of LANDS OF KERN COUNTY LAND CO. FILED MAY 2, 1894 394 392 390 I S 89'11'29 E 44.00' 1 _ S 89'11'29 E 38.00' 1 0 0 r7 I M -V __�......� N 2 1 w > LJL LJ w - o� I I 0 SEE SHEET 7 FOR LOCATI N OF TEMPORARY SUMP. OD 1 a z z S 89'11'291 E 38.00' / 1 S 89'11'29 ( E 44.00' Q o� � I TEMPORARY SUMP DETAIL SCALE: V=10' 3' 38' 3' IA 1.5' BOTTOM ELEV. = 402.40' �- 2 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(0.20) = 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 DEEP - NO FENCE REQUIRED Know what's below. 0111 before you dig. m 0 rnI� d z5. o 4? cn� 1 o m 0 N� N w � WW v N r7 V U) _D - - D . _ 24" DRIN _ D-�--r J w AIN- IC1 IC IC cy----- ---- -- - --- - ---_ - --- -- - 5 n ti RAW U tip _— %' 7 C) a Wr,-s # 41 0 V +W Q N O aQ0 1 SAWCUT UNE 1 C QUAIL CREEK EX. E.P. ROAD/N-S MID —1} SEC.-nONLINE _(L1)' 25+00 ' 26+ 27+00 2 1 a'. 1 °q I D __ D __ 24" DRAIN I 18" DRAIN o 3 ` a o o U I o o \` .14- M M 15 ` z"� 1 N to 14 0x0ON0 �G000m /I `, `Ne MM �� 0000 �_ r � LAJ ' W Fn � � z: OO Ofi ++ ++ -ANN mnPO mmd+-d+• WNN NN < WNN WNN I` !I W=NN N CNV) LSF -F- 3 C0.90cny) �tntn DatnN C7 cn cn r I S Enr ' H �-',r�r -Ar DROMANA COURT LINE TABLE SEE SHEET 4 NOTE: WORK WITHIN THE COUNTY R/W WILL REQUIRE AN ENCROACHMENT. SEE COUNTY ENCROACHMENT PERMIT N0. 0714-17. THE COUNTY INSPECTOR MUST BE NOTIFIED AT LEAST 24—HOURS PRIOR TO STARTING WORK WITHIN COUNTY R/W AT (661) 487-2315. 418 416 414 412 410 "I 406 404 402 400 398 39E 394 392 39C 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 F- 120.31' 00 o00pIU C3 U � Qcq � (3 ID } © Id L0 7 01 —>o Uj W �J 0i LLJ 2--_jW MJ Q N r- Ln n OV m, Oto N N - N cn QN0 >- M F-0 J d+'• d(-40 I J Fes- U 0 CL V) 0 -00N z (N 0 + O a. d <C O V) Q_ W --- -----r-------- ------- � W 0 w �<- BOUNDARY SALES MAP UNE U 12" ATER c v' • STA. 23+20.33 C.L. 2.11 RT. F-- • V QUAIL CREEK m 0 _ EX. STREET UGI+IT 6 I O ROAD/N-S MID C-) t1` 22 OD- SECTION LINE (L6) 23+ 0_ -,. ..- L-ITIP-) W o0 — W w a� SALE MAP LINE (L3 w o w 24+00 SALES MAP, LIN (L4) WW v N r7 V U) _D - - D . _ 24" DRIN _ D-�--r J w AIN- IC1 IC IC cy----- ---- -- - --- - ---_ - --- -- - 5 n ti RAW U tip _— %' 7 C) a Wr,-s # 41 0 V +W Q N O aQ0 1 SAWCUT UNE 1 C QUAIL CREEK EX. E.P. ROAD/N-S MID —1} SEC.-nONLINE _(L1)' 25+00 ' 26+ 27+00 2 1 a'. 1 °q I D __ D __ 24" DRAIN I 18" DRAIN o 3 ` a o o U I o o \` .14- M M 15 ` z"� 1 N to 14 0x0ON0 �G000m /I `, `Ne MM �� 0000 �_ r � LAJ ' W Fn � � z: OO Ofi ++ ++ -ANN mnPO mmd+-d+• WNN NN < WNN WNN I` !I W=NN N CNV) LSF -F- 3 C0.90cny) �tntn DatnN C7 cn cn r I S Enr ' H �-',r�r -Ar DROMANA COURT LINE TABLE SEE SHEET 4 NOTE: WORK WITHIN THE COUNTY R/W WILL REQUIRE AN ENCROACHMENT. SEE COUNTY ENCROACHMENT PERMIT N0. 0714-17. THE COUNTY INSPECTOR MUST BE NOTIFIED AT LEAST 24—HOURS PRIOR TO STARTING WORK WITHIN COUNTY R/W AT (661) 487-2315. 418 416 414 412 410 "I 406 404 402 400 398 39E 394 392 39C II I II li O�w II I1 W� O Uj LLQ 1 LL7 C � Ill l Com)¢ Owl 0--�� M 11 I :J� ;J� > > o co w1 tX Cj � CJ J �Q WSW LH W�,y ;r4 LL'J� {I G n I I V p U p le LO U U —� —� S M O Q �`) O 'FUTURE � RE � . �E V O W tQO. J { { � } 1 ! � --� $ -� W J W Jw # U-1 W I I I � ;� � CL n a- +w I{z{I 06 oo El, l-, iI carF-of 1I o�nm. ¢ n O F-- m 5 V" cn BOUNDARY SALES MAP LINE 1 STA. 27+68.78 C.L. 1.81 RT. EX. JE.P. CL QUAIL CREEK 1 co SAWCUT UNE ROAD/N-S MID 6 ! { 30+00 AS NEEDED ( ) 1 1 SECTION LINE L2 32+00 _ 33+00 34+00 35+00 � w rwrlr w rrMiw w 11� w w��iw wwwws� � 1e1w iw�-ri 1 w s � 1 28+00 29+00 31+00 SALES MAP LINE (L5) o I 0 o iI 4 °m'• 2 1 "? �, '' o © o 0 1 2 0 { 1 CD I - - D - D _ D 18" DRAIN _ _ _ © 18" DRAIN _ D _ _ D _ _ D AIN - 1 { AR IC IC IC ArlC IC 6B IC IC IC IC 5 4 i 2 - ----- ------ " ti 1$ DRA[Rl------ a, �� 5 F� / e I 18 DRAIN F: 5 I R/ V_ CkN i cx I o L= 3��6 0 `fr_¢68 Io) �� 5 q a a / o �\ o / �� o { C3 LL: 14 C3 LL: V) _j I Cj LL: U_ 1 C5 LL: 104 }' oNo n 00 00 0'0 0'�ocz) 1 1 o j! v `` \ -t- to 000 Co �! 1 m co 00 OR 00 + , 00 00 W tV cV , M n + + ?++ (0I tv- 0i 0i z++ I I ! { 16. i I fl I 3 I �NN NNN �M`, I0C14 04 (D CID 0+ !� .MM (�% MM �� !' LOt� = N I C3 '`t `C = IQ- iQ- O Q Q U M M / O eQ .q[ Q_ aC aC !,az ,/ M M F-- r I • � — — .- _. w_..,_... — ..... � cn cn — — — -- n • 1 v F¢- �"- �I a` cn in " i-14 cc.), _r__a r, j„ R - - - - o; cn m...... l 00 co P CASELLA STREET -�•� ASr •� ALBION COURT LATERA COURT SEE SHEET 3 SEE SHEET 3 SEE SHEET 2 QUAIL CREEK ROAD (COLLECTOR STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL CURVE 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 00'50'26" E 120.31' II I II li O�w II I1 W� O Uj LLQ 1 LL7 C � Ill l Com)¢ Owl 0--�� M 11 I :J� ;J� > > o co w1 tX Cj � CJ J �Q WSW LH W�,y ;r4 LL'J� {I G n I I V p U p le LO U U —� —� S M O Q �`) O 'FUTURE � RE � . �E V O W tQO. J { { � } 1 ! � --� $ -� W J W Jw # U-1 W I I I � ;� � CL n a- +w I{z{I 06 oo El, l-, iI carF-of 1I o�nm. ¢ n O F-- m 5 V" cn BOUNDARY SALES MAP LINE 1 STA. 27+68.78 C.L. 1.81 RT. EX. JE.P. CL QUAIL CREEK 1 co SAWCUT UNE ROAD/N-S MID 6 ! { 30+00 AS NEEDED ( ) 1 1 SECTION LINE L2 32+00 _ 33+00 34+00 35+00 � w rwrlr w rrMiw w 11� w w��iw wwwws� � 1e1w iw�-ri 1 w s � 1 28+00 29+00 31+00 SALES MAP LINE (L5) o I 0 o iI 4 °m'• 2 1 "? �, '' o © o 0 1 2 0 { 1 CD I - - D - D _ D 18" DRAIN _ _ _ © 18" DRAIN _ D _ _ D _ _ D AIN - 1 { AR IC IC IC ArlC IC 6B IC IC IC IC 5 4 i 2 - ----- ------ " ti 1$ DRA[Rl------ a, �� 5 F� / e I 18 DRAIN F: 5 I R/ V_ CkN i cx I o L= 3��6 0 `fr_¢68 Io) �� 5 q a a / o �\ o / �� o { C3 LL: 14 C3 LL: V) _j I Cj LL: U_ 1 C5 LL: 104 }' oNo n 00 00 0'0 0'�ocz) 1 1 o j! v `` \ -t- to 000 Co �! 1 m co 00 OR 00 + , 00 00 W tV cV , M n + + ?++ (0I tv- 0i 0i z++ I I ! { 16. i I fl I 3 I �NN NNN �M`, I0C14 04 (D CID 0+ !� .MM (�% MM �� !' LOt� = N I C3 '`t `C = IQ- iQ- O Q Q U M M / O eQ .q[ Q_ aC aC !,az ,/ M M F-- r I • � — — .- _. w_..,_... — ..... � cn cn — — — -- n • 1 v F¢- �"- �I a` cn in " i-14 cc.), _r__a r, j„ R - - - - o; cn m...... l 00 co P CASELLA STREET -�•� ASr •� ALBION COURT LATERA COURT SEE SHEET 3 SEE SHEET 3 SEE SHEET 2 QUAIL CREEK ROAD (COLLECTOR STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 1 30.00' 47.11' 29..98' 89'58'06" 2 30.00' 47.14' 30.02' 90'01'54" 30.00' 47.26' 30.13' 94'15'03" ETCHART ROAD I II I ra o ¢ Q O I wo Y I I �+ w I U � U _J Q_, U Q I 0 w CL or i I _j -. W I � O n m v 10' ri z C5 I LLJ + o 00 tet- I i Who me I M zt! N QF- cn 9 I I ! 36+00 I i �-I---- i I zmI wCOI CL "I { I Zvi I 3 JMi 1 N u'I I 11 I I a�1 i I 0o�I 1 4 6 0V) mNi I aOD i 1 I +± I j i�l 00 T 1 I 7 I 8 i ,Il I �,I ETCHART ROAD SEE SHEET 2 0 p V O Z g —>o W 0 EL' U W U F-- m 0 C-) W C w 00 + N oN N , 50.0 N 00 o - L >O Wj z ,; It ti > j W j W ZUj ^ ul Q M � m CL CL - M W M to LJ tr .} a W N LLJp W LTL' J W to < Q Ca c� F¢- 0 cn zCIS cS c ? v r c�� v~i ON 1111 C; CA ci CC ci PROPOSED EAST FLOWUNE -'' °° C n: w S=0.42% — — — — S=0.20% — S=-0.25% 5=0.20% ad w S=-0.30% PPPROXIMP TE APPROXIMATECID J - d- EXISTING GROU D EXI TING GR UND M ® CENTERU E 0 CEN TE UNE M oLU 0) >:��Im f f { N W__4 Nj mcy o �- z liltJ J U Q N J F- W _v o w z o .� U ki U_ LL_ Q00 cq n "LiCD o M t + + + + N CA N N N co a c! 22+00 23+00 LEGEND: ABBREVIATIONS FL FLOWUNE POVC POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE El EV ELEVATION EVC END VERTICAL CURVE 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 PA PROPERTY LINE 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. Do 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. <D_ FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -23 AND SPECIAL PROVISION 7-86-10. -C> - FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. STD. ST -23 AND SPECIAL PROVISION 7-86-10. -cam- EXISTING STREET LIGHT PER. SEPARATE APPROVED STREET PLANS 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 RAW 45, 45' R/W 3' LANDSCAPE LOT i I 34' 11' 1 i VARIES V-2.1' I V--1 I46' 5 I UJ) to J S/W ¢ i 2' WALL FOOTING i }m I EASEMENT/HINGE POINT v w '- o+ 0 0°A NAN• Z0 I ¢I ;� `� VARIES ''- `i' 4� 2' 1glN PAD cn W 2% k. _ _ _ _ _ _ _ _ _ (� I `I 2.5% _._._._ `�-. ELEV. --------------`-^-` OOOOOOflO O O O 0 0 0 0 0 0 0 0 0 0 0 \ 0 0 0 0 0 0 0 0 EX. A.C. 0.30' A.C. PAVING EX. CURB & GUTTER/ PAVEMENT T.I. 6 0.60' AGG. BASE SIDEWALK "R" VALUE 41 0.60' COMPACTED SUBGRADE i 2 COMPACTED TO 95% 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: 'y 'l EDGE OF PAVEMENT -:- "R1-1" -STOP "R64" -ONE WAY "S5-2" - END SCHOOL ZONE - — — — — — — — — — - SAWCUT "R26(CA)" - NO PARKING ANYTIME "W31(CA)" - END SEC 1ON LETTER "R3 -5R" - RIGHT TURN ONLY "W14-1 " — DEAD END EASEMENT LEGEND: "R81(CA)" - BIKE LANE WN14-2 - NO OUTLET A SECTION DESIGNATION PUBLIC HIGHWAY EASEMENT PER TRACT No. 5909, D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS 2 1 M. BK. 48, PG. 22 ® STORM DRAIN MANHOLE — REFER TO SEWER & STORM DRAIN PLANS ] CURVE NUMBER FOR CURVE DESCRIPTION mEET WHERE 4> 15' WIDE CITY OF BAKERSFIELD IRRIGATION PIPELINE cstr CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER SEcnON IS SHOWN EASEMENT PER DOC. No. 0201118720 O.R. C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. ® ITEM OF WORK -SEE SCHEDULE 3 30' WIDE COUNTY OF KERN PUBLIC HIGHWAY EASEMENT S_ SEWER -REFER TO SEWER &STORM DRAIN PLANS 1 TAPER DATA - SEE TABLE O PER VOL. 29, PG. 104 OF THE MINUTE BOOKS • ® SEWER MANHOLE -- REFER SEWER &STORM DRAIN PLANS. A MONUMENT DESCRIPTION SEE TABLE O 20' WIDE N.O.R.S.D. SEWER EASEMENT PER DOCUMENT No. 0201089312 O.R. Q SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. O EASEMENT LEGEND - SEE TABLE 5 16.5' WIDE CHEVRON PIPELINE CO. PIPELINE EASEMENT PER CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WING -NOIL- O BK. 2271, PG. 190 AND BK. 6877, PG. 1119 BOTH O.R. AEM PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED; REFER TO CONSTRUCT THE FOLLOWING WITH PHASE 1: (TO BE RELOCATED). SHEET 10 FOR ADA PEDESTRIAN WALKWAY REQUIREMENTS) -SNOW ROAD (INCLUDING THE FULL LANDSCAPE MEDIAN) FOR THE FULL 10' WIDE STANDARD OIL CO. OF CALIF. PIPELINE LICENSE Ic INSTALL INTERCONNECT CONDUIT PER C.O.B. STD. DETAIL T-33. EXTENT OF THE STREET LYING WITHIN THE TRACT'S BOUNDARY. AGREEMENT PER BK. 2539, PG. 70 O.R. (PORTION WITHIN -QUAIL CREEK ROAD (INCLUDING PAVEMENT TRANSITIONS) FROM SNOW THE PROJECT TO BE REMOVED). - - - -- - -- TRACT BOUNDARY ROAD TO THE NORTHERN PHASE 1 BOUNDARY. 7 10' WIDE PACIFIC TELEPHONE AND TELEGRAPH COMPANY CONSTRUCT THE FOLLOWING WITH PHASE 4: COMMUNICATION EASEMENT PER BK. 172, PG. 434 O.R. PHASE BOUNDARY -ETCHART ROAD INCLUDING THE FULL LANDSCAPE MEDIAN FOR THE FULL ( ) O 30' WIDE PUBLIC HIGHWAY EASEMENT PER SALES MAP ®� ....� ........r.... MATCH LINE EXTENT OF THE STREET LYING WITHIN THE TRACT'S BOUNDARY. OF LANDS OF KERN COUNTY LAND CO. FILED MAY 2, 1894 - - - CENTERLINE -QUAIL CREEK ROAD (INCLUDING PAVEMENT TRANSITIONS) FROM ETCHART ROAD TO THE NORTHERN PHASE 1 BOUNDARY. 33+00 34+00 35+00 CONSTRUCTION NOTES: (1 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. Q CONSTRUCT HANDICAP RAMP PER CALTRANS 2010 STANDARD PLAN R.S.P. A88A—CASE A. U5 CONSTRUCT 6' BLOCK WALL PER WALL CONSTRUCTION PLANS. fl SAWCUT EXISTING E.P. PER RESPECTIVE STREET SECTION OR AS DIRECTED BY ENGINEER. O INSTALL TYPE Ili 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. 10 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. • ii 418 416 414 412 410 408 406 404 402 400 398 396 394 392 390 Know what's below. 0111 before you dig. } M p V O Z g —>o W EL' U W U F-- m 0 C-) W C w 00 oN N QUAIL CREEK ROAD ALLENMEIR COURT SEE+ HEET 8 SEE SHEET 6 N 1 ! ]I t I 20' SEWER EASEMENT I l i n TO N.O.R.S.D i i I i cf) 3-- I I -4 0 I 0 0i X C -1- 4c z d U cog 1 cfl co 0 IRRIGATION UNE I aT�r/COUNTY N 3 8 o + (ACTUAL LOCATION I I i BOUNDARY © ' ; ' ; MAY VARY -SEE \ i o `` <3 ge IMA11N PLANS) AC00 18" DRAIN 97 - - " INTERCONNECT 4 EX. 30" IRIIG.-coa (TO BE ABANDONED)- - - - _ '� a. - 4 �2AIN 24!DRAIN i I EX 12- SEWER-N.O.R.S.D. _____-� S � _.._._ S 12" SEWS S • --i DEMO EX. HEADWALL ----- AND CAP ] co .. � KEEP KC RD CLEA ------------- m o 11+00 N8W5414 W 12+00 66279' CURB -SEE SHEET 12 G -FOR DETAILS 1 FO FO .\. 17r.1AA\b.rAT _ n G 414 412 410 408 406 404 402 400 398 96 SNOW ROAD (LOCAL STREET) STA. 10+00.00 C.L. TO 16+62.79 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL MONUMENT DESCRIPTION: AN. 1/4 CCR. SEC. 8, T.29&, R.27E., M.D.M. PER FILED MAP 7•-1, FOUND KCS CONC MCMI. IN LH DOWN 20" Q FOUND 6" CONC MON. IN LH DOWN 12" 3 10+00 4' 11+00 EX. R/W ±62!-70- N- VARIES 62'-70'VARAS +54'-64' CL STATION q OFFSET 12+70.00 30' 12+75.00 _I- 12+80.00 63.84 LT. 12+85.00 63.65 LT. 12+90.00 6&37 LT. 12+95.00 6&02 LT. 13+00.00 62,59 LT. 13+05.00 62.09 LT. 13+10.00 61.50 LT. 13+50.00 56.50 LT. 13+55.00 55.91 LT. 13+60.00 55.41 LT. 13+65.00 54.98 LT. 13+70.10 54.62 LT. 13+75.00 54.35 LT. 13+80.00 54.16 LT. 13f.85.00 5404 LT. 13+90.00 1 54.00 LT. t�-. ✓ t. ... -i P� frr ,f ., !`2" a,r � �a >r` P - r"' -r.-.' f r°:. r STORM DRAIN MANHOLE -REFER TO SEWER &STORM DRAIN PLANS "A" ] CURVE NUMBER FOR CURVE DESCRIPTION SHEET SECIMWHERE © SAWCUT EXISTING E.P. PER RESPECTIVE STREET SECTION OR AS DIRECTED BY CONSTRUCT TYPE CATCH BASIN WITH 3.5' OPENING PER ® ITEM OF WORK _ SEE SCHEDULE ENGINEER. C.O.B. STD. D-14, UNLESS NOTED OTHERWflS'E. 1�, TAPER DATA -SEE TAS- D INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W-31 CA W-31() s SEWER - REFER TO SEWER & STORM DRAIN PLANS C4 SIGN AT BOUNDARY. (IF PHASES ARE NOT CONSTRUCTED SIMULTANEOUSLY) ® SEWER MANHOLE -REFER SEWER &STORM DRAIN PLANS. MONUMENT DESCRIPTION -SEE TACE 1 EASEMENT LEND -- SEE TABLE ® CONSTRUCT 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. a NOTE, 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: w CN0 SPECIFICATION PTH-02ALKYD. SHEET 10 FOR ADA PEDESTRIAN WALKWAY REQUIREMENTS) -SNOW ROAD (INCLUDING THE FULL LANDSCAPE MEDIAN) FOR THE FULL is INSTALL INTERCONNECT CONDUIT PER C.O.B. STD. DETAIL T-33. DMT OF THE STREET LYING WITHIN THE TRACTS BOUNDARY. -MAIL CREEK ROAD (INCLUDING PAVEMENT TRANSITIONS) FROM SNOW 1p PROTECT IN PLACE - - - - - -- 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: -ETCHART ROAD (INCLUDING THE FULL LANDSCAPE MEDIAN) FOR THE FULL 11 AND T-34. - -""- -- --� -■- -- MATCH LINE EXTENT OF THE STREET LYING WITHIN THE TRACTS BOUNDARY. -OXTAIL CREEK ROAD (INCLUDING PAVEMENT TRANSITIONS) FROM ETC HART m > - - - CENTERIJNE ROAD TO THE NORTHERN PHASE 1 BOUNDARY. 13 �Q� �• w En Q z z •W 0 W Fn M 0 w N .o Y in"F C9 V &M)Wfi TE LU U W') N O C r# oza o EM NG { D E- O w w .O W Ot.<CLI Li 00 00 00 aNN� 0 N o TURE C i FL WMJNE � � n d � � Q © v 3 10+00 4' 11+00 EX. R/W ±62!-70- N- VARIES 62'-70'VARAS +54'-64' -51' VARIES :3 t8' �I � a z � w U4� 1.5% MIN. U X U �I w 3.0% MAX, R/W 1�0p, f6'-8' VARIES 6' I 1 z a 15+00 2' WALL. FCIOTiNG EASEMENT/Ii1NGE POINT PAD ELEV. 0.45' A.C. PAVING T.I. 9.0 0.75 AGG. BASE 1 "R" VALUE 41 1.3' COMPACTED SUBGRADE SNOW ROAD COMPACTED TO 959 NOTES ALL UCTED PER STA 10+67.58 TO 13+90.00 E *** L iVMEDDETAIL RB -5 (TYPES 5)N MEDIAN TO, BE CONSTRUCTED QV SEPERATE PIANS APPROVED BY LEGEND: ABBREVIA I NdS FL FLOWUNE POVC POINT CNV VERTICAL CURVE CL CENTERLINE BVI BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE B.C.R. BEGIN CURB RETURN PI POINT OF INTERSECTiCNV 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 TCP OF PAVEMENT OF VERTICAL CARVE FC FiNISH CONCRETE P.O.C. POINT ON CURVE R/W RIGHT-OF-WAY PA 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 CO.B. STD. T-1. + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. �C>- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -23 AND SPECIAL PROVISION 7-86-10. -a- FURNISH & INSTALL STREET UGHT--9500 LUMEN PER C.O.B. STD. ST -23 AND SPECIAL PROVISION 7-86-10. EXISTING STREET UGHT PER SEPARATE APPROVED STREET PLANS 414 412 410 408 406 404 402 400 398 39fi 16+00 17+00 17+75 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA �J 30.00' 46.99' 29.8' 89'44'40" EASEMENT LEGEND: OPUBLIC HIGHWAY EASEMENT PER TRACT No. 5909, M. BK. 48, PG. 22 4 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 BRCS O20' WIDE N.O.R.S.D. SEWER EASEMENT PER DOCUMENT No. 0201089312 O.R. O16.5 91 WIDE CHEVRONPIPELINE CO. PIPELINE EASEMENT PER BC. 2271, PG. 190 AND BK. 6877, PG. 1119 BOTH O.R. (TO BE RELOCATED). O6 10' WIDE STANDARD OiL CO. OF CALIF. PIPELINE LICENSE AGREEMENT PER BK. 2539, PG. 70 O.R. (PORTION WITHIN THE PROJECT TO BE REMOVED). O10' WIDE PACIFIC TELEPHONE AND TELEGRAPH COMPANY COMMUNICA11ON EASEMENT PER BK. 172, PG. 434 O.R. O30' WIDE PUBLIC HIGHWAY EASEMENT PER SALES MAP 8 OF LANDS OF KERN COUNTY LAND CO. FiLED MAY z 1894 18 00 - _ -19 00-_ - _" - - - 20+00 - _ _ - _ - _ - - _ 21+00 --- - -- - - - - - - I --�- --4 -1---- - -1 FO F0 G FO G G °N FUTURE �` / r - MEDIAN CURB OH - W 92 > / o� TAPER DATA NO. �1 CL STATION q OFFSET 12+70.00 30' 12+75.00 _I- -51' VARIES :3 t8' �I � a z � w U4� 1.5% MIN. U X U �I w 3.0% MAX, R/W 1�0p, f6'-8' VARIES 6' I 1 z a 15+00 2' WALL. FCIOTiNG EASEMENT/Ii1NGE POINT PAD ELEV. 0.45' A.C. PAVING T.I. 9.0 0.75 AGG. BASE 1 "R" VALUE 41 1.3' COMPACTED SUBGRADE SNOW ROAD COMPACTED TO 959 NOTES ALL UCTED PER STA 10+67.58 TO 13+90.00 E *** L iVMEDDETAIL RB -5 (TYPES 5)N MEDIAN TO, BE CONSTRUCTED QV SEPERATE PIANS APPROVED BY LEGEND: ABBREVIA I NdS FL FLOWUNE POVC POINT CNV VERTICAL CURVE CL CENTERLINE BVI BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE B.C.R. BEGIN CURB RETURN PI POINT OF INTERSECTiCNV 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 TCP OF PAVEMENT OF VERTICAL CARVE FC FiNISH CONCRETE P.O.C. POINT ON CURVE R/W RIGHT-OF-WAY PA 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 CO.B. STD. T-1. + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. �C>- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -23 AND SPECIAL PROVISION 7-86-10. -a- FURNISH & INSTALL STREET UGHT--9500 LUMEN PER C.O.B. STD. ST -23 AND SPECIAL PROVISION 7-86-10. EXISTING STREET UGHT PER SEPARATE APPROVED STREET PLANS 414 412 410 408 406 404 402 400 398 39fi 16+00 17+00 17+75 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA �J 30.00' 46.99' 29.8' 89'44'40" EASEMENT LEGEND: OPUBLIC HIGHWAY EASEMENT PER TRACT No. 5909, M. BK. 48, PG. 22 4 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 BRCS O20' WIDE N.O.R.S.D. SEWER EASEMENT PER DOCUMENT No. 0201089312 O.R. O16.5 91 WIDE CHEVRONPIPELINE CO. PIPELINE EASEMENT PER BC. 2271, PG. 190 AND BK. 6877, PG. 1119 BOTH O.R. (TO BE RELOCATED). O6 10' WIDE STANDARD OiL CO. OF CALIF. PIPELINE LICENSE AGREEMENT PER BK. 2539, PG. 70 O.R. (PORTION WITHIN THE PROJECT TO BE REMOVED). O10' WIDE PACIFIC TELEPHONE AND TELEGRAPH COMPANY COMMUNICA11ON EASEMENT PER BK. 172, PG. 434 O.R. O30' WIDE PUBLIC HIGHWAY EASEMENT PER SALES MAP 8 OF LANDS OF KERN COUNTY LAND CO. FiLED MAY z 1894 18 00 - _ -19 00-_ - _" - - - 20+00 - _ _ - _ - _ - - _ 21+00 --- - -- - - - - - - I --�- --4 -1---- - -1 FO F0 G FO G G °N FUTURE �` / r - MEDIAN CURB OH - W 92 > / o� TAPER DATA NO. �1 CL STATION q OFFSET 12+70.00 64.00 LT. 12+75.00 6&96 LT. 12+80.00 63.84 LT. 12+85.00 63.65 LT. 12+90.00 6&37 LT. 12+95.00 6&02 LT. 13+00.00 62,59 LT. 13+05.00 62.09 LT. 13+10.00 61.50 LT. 13+50.00 56.50 LT. 13+55.00 55.91 LT. 13+60.00 55.41 LT. 13+65.00 54.98 LT. 13+70.10 54.62 LT. 13+75.00 54.35 LT. 13+80.00 54.16 LT. 13f.85.00 5404 LT. 13+90.00 1 54.00 LT. SCALE: 1 = 10 (H RIZ) 10 THE COUNTY CONSTRUCTION NOTES: TAPER DATA NO. [2 t STATIM q OFFSET 12+70.00 9.00 RT. 12+75.00 8.92 RT. 12+80.00 8.69 RT. 12+85.00 &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 RT. 13+10.00 4.00 RT. 13+50.00 6.00 LT. 13+55.00 7.17 LT. 13+60.00 8.19 LT. 13+65.00 9.05 LT. 13+70.00 9.75 LT. 13+75.00 10.30 LT. 13+80.00 10.69 LT. 13+85,00 10.92 LT. 13+90.00 1 11.00 LT. 'ff 2 i• .i f.r P f 1.". rL ` ., :+ rfa fr ,"r 1! f r 'a; 4- r.° 0 CONSTRUCT TYPE -B" CURB & GUTTER PER C.O.B. STD ST -1 �.,�. ;. .� a r !,.:' f `fP:.S - .t f f' ��r;'. F: r �f'-: .; r,. t. ;o f f.�:; Wil,. fr 77ti.. r r 2 O CONSTRUCT 5' (LOCAL STREETS) AND 6' (ARTERIAL & COLLECTOR STREETS) LEGEND ,ICON T. �: LEGEND(CONT.): !° n ��,' f _ f- COMBINATION SIDEWALK PER C.O.B. STD ST -5. RI -1 �._ FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: "111-1- _ STSINSTALL ,G •/ .. EDGE OF PAVEMENT STREET SIGN PER C.O.B. STANDARD DETAIL T-1. ..r <:r� ar<,-rd,i.. P -•r �'fl- ! t-.: �. i•t':` r ..( r„ f "R6-1" - ONE WAY '��-2" -END SCHOOL ZONE - - - - - - - - - -- - SAWi�UT V t � t' � „x'i',° x tv t n _ .i tom: r, f f r :.• _�, r a ,r` *R26(CA " - NO PARKING ANYTIME .WI��)_ DEAD SD SECTO LETTER 4 CONSTRUCT HANDICAP RAMP PER CALTRANS 2010 STANDARD PLAN R.S.P. R3-5R� - RIC�i'T TURN ONLY " "R81(CA)- - BICE LANE Wi4-2" - NO OUTLET _ _ ,_„�, _ _ _ A SEC11ON DEVIATION r.r , lt. ,.. P. .. ...f t: _:, . ��, ►.:<r t'. f •:: .74.=: .rift. ..� A88A-CASE A. - - D STORM DRAiN - REFER TO SEWER & STORM DRAIN PLANS 2 �D CONSTRUCT 6' BLOCK WALL PER WALL CONSTRUCTION PLANS. t�-. ✓ t. ... -i P� frr ,f ., !`2" a,r � �a >r` P - r"' -r.-.' f r°:. r STORM DRAIN MANHOLE -REFER TO SEWER &STORM DRAIN PLANS "A" ] CURVE NUMBER FOR CURVE DESCRIPTION SHEET SECIMWHERE © SAWCUT EXISTING E.P. PER RESPECTIVE STREET SECTION OR AS DIRECTED BY CONSTRUCT TYPE CATCH BASIN WITH 3.5' OPENING PER ® ITEM OF WORK _ SEE SCHEDULE ENGINEER. C.O.B. STD. D-14, UNLESS NOTED OTHERWflS'E. 1�, TAPER DATA -SEE TAS- D INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W-31 CA W-31() s SEWER - REFER TO SEWER & STORM DRAIN PLANS SIGN AT BOUNDARY. (IF PHASES ARE NOT CONSTRUCTED SIMULTANEOUSLY) ® SEWER MANHOLE -REFER SEWER &STORM DRAIN PLANS. MONUMENT DESCRIPTION -SEE TACE 1 EASEMENT LEND -- SEE TABLE ® CONSTRUCT 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 DRIVEWAY W/3' WINGS NOTE, 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: w CN0 SPECIFICATION PTH-02ALKYD. SHEET 10 FOR ADA PEDESTRIAN WALKWAY REQUIREMENTS) -SNOW ROAD (INCLUDING THE FULL LANDSCAPE MEDIAN) FOR THE FULL is INSTALL INTERCONNECT CONDUIT PER C.O.B. STD. DETAIL T-33. DMT OF THE STREET LYING WITHIN THE TRACTS BOUNDARY. -MAIL CREEK ROAD (INCLUDING PAVEMENT TRANSITIONS) FROM SNOW 1p PROTECT IN PLACE - - - - - -- 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: -ETCHART ROAD (INCLUDING THE FULL LANDSCAPE MEDIAN) FOR THE FULL 11 AND T-34. - -""- -- --� -■- -- MATCH LINE EXTENT OF THE STREET LYING WITHIN THE TRACTS BOUNDARY. -OXTAIL CREEK ROAD (INCLUDING PAVEMENT TRANSITIONS) FROM ETC HART 12 CONSTRUCT TYPE "B5" TACK ON MEDIAN CURB PER K.C.D.S. PLATE NO. 52. - - - CENTERIJNE ROAD TO THE NORTHERN PHASE 1 BOUNDARY. 13 CONSTRUCT MEDIAN LANDSCAPE/HARDSCAPE PER PER K.C.D.S. PLATE NO. L-14. 'ff 2 i• .i f.r P f 1.". a IP,`tf:"r 4 y . u r h t` rL ` ., :+ rfa fr ,"r 1! f r 'a; 4- r.° �:. .,_ e d. l:i=. t,Vt f `e.'3r s ¢ ". .re �; J�� )•f't td` ,. ! � f �.,�. ;. .� a r !,.:' f `fP:.S - .t f f' ��r;'. F: r �f'-: .; r,. t. ;o f f.�:; Wil,. fr 77ti.. r r fs"f"f• f /^`,.:IrF f 1� P' .. r:f,�,. t_e i i A F (p I PIF • _ a d' " � �,; 4 �r :' . r f r � r r. - r . r,'f e r r: f ,. � � r ! r- � r ,-. !° n ��,' f _ f- f' , k.- {. ..rt t?' •x �P t�'' r f ai -i F`� i ter e; fi:- -.v r.. �.1 � a�. r .t .�f P f. {f a fi':.a i.� ..r <:r� ar<,-rd,i.. P -•r �'fl- ! t-.: �. i•t':` r ..( r„ f Ly .d V t � t' � „x'i',° x tv t n _ .i tom: r, f f r :.• _�, r a ,r` ',.,A rql,.t 44 ��t a`.' J•,�'.l+ tf `ta h`a f:. j,r".' 1 £.r r.� `--. •, ,!� ��. #..,. r.r , lt. ,.. P. .. ...f t: _:, . ��, ►.:<r t'. f •:: .74.=: .rift. ..� (a',n r r.!» f .`.'a = �.r! r'. 'f ! :; a '.� -• �t a, P.f `• tt,' r t': r• !. • fs. r._,r f,^a. .-, ,r r r,�.' t r' f.-' r'a :,,y, ft '�' �.; - ./i�^ i -'i :` b t` �t } .` r;f .�. F. XY� iP, {;a � l¢t � t :•t fi- t� 0 r: t �� s J�'r :,} I: -.` J '. �.,'. � } ,,.t .^,. �:P a-' :.,r _. a' a. t � r�:: t�-. ✓ t. ... -i P� frr ,f ., !`2" a,r � �a >r` P - r"' -r.-.' f r°:. r E7Qz 05,.r. a , hr T _{ w XPi J `-� `Y`i`. (•� r±..� t:' F� �4f Jft::.� T a IP,`tf:"r 4 y . u r h t` EX. R/W rL 30' i I 13' mc=v,v, Ly V EX. R/W VARIX VARIES i w -f9' ~ VARIES �- 91 w vQi) w -62' YAR 1 C> v 3 *� EL A.C. MEDIAN CURB PAVEMENT 0.45 A.C. PAVING T.I. 9.0 0.75 ACS. BASE NOTES "R" VALUE 41 1.3' COMPACTED SUBGRADE COMPACTED TO 95% *** ALL MEDIAN CURB SHALL BE CONSTRUCTED SNOW ROAD PER COUNTY DETAIL R-52 (TYPE 65) STA 13+90.00 TO 16+63.09 F SCALE: 1" = 10' (HORIZ) 10 R/W y fT-8' I VARIES LANDS( LOT I 6' 1 z ICL Know what's below. Cal before you 2' WALL FOOTING EASEMENT/ HINGE POINT PAD ELEV. 30' i I 13' VARIX VARIES i w -f9' ~ VARIES �- 91 w vQi) w -62' YAR 1 C> v 3 *� EL A.C. MEDIAN CURB PAVEMENT 0.45 A.C. PAVING T.I. 9.0 0.75 ACS. BASE NOTES "R" VALUE 41 1.3' COMPACTED SUBGRADE COMPACTED TO 95% *** ALL MEDIAN CURB SHALL BE CONSTRUCTED SNOW ROAD PER COUNTY DETAIL R-52 (TYPE 65) STA 13+90.00 TO 16+63.09 F SCALE: 1" = 10' (HORIZ) 10 R/W y fT-8' I VARIES LANDS( LOT I 6' 1 z ICL Know what's below. Cal before you 2' WALL FOOTING EASEMENT/ HINGE POINT PAD ELEV. mc=v,v, V N b w CN0 En z © ,y, M 0 Fn M 0 .o Y N V LU U W') N O C O w .O W Ot.<CLI 00 00 00 aNN� 0 N o CRIPPLE CREEK AVENUE 11 C, C) 00 W < R C3 ci, > c LL +C4 le z W I c73 ei W ma) cr- + q. �< CL C_.�j cn (E) STRIPING TO REMAIN 4+00 6" CONC. MON. IN L.H. W1 BRASS CAP STAMPED L.S. 4383 PER TRACT 7229, M.B.60. PGS. 139-141 mt 12 /—(N) DETAIL 38 Irr-M 121 (N) DETAIL 22 .1 Wrm —V (N) DETAIL 32 (N) DETAIL 32 —14+00 `15+00r- 3+00 —16+00-r 17+00 _18+00 _00 (N) DETAIL 32 po 6 (N) DETAIL 32 97 1 U0 cc , 9 Y 9 15 — — — — — — — 17 ..— — — — — — — — — — — TYP. IT _j r Nr re) _j cr. _j cit 8 _j d _j CJ F - I 1 00 a; W cl 0i CN C4 Z + 0) W M 6 cn 00 C5 C14 C4 _J SNOW ROAD 0? SEE SHEET 12 12 /—(N) DETAIL 38 Irr-M 121 (N) DETAIL 22 .1 Wrm —V (N) DETAIL 32 (N) DETAIL 32 —14+00 `15+00r- 3+00 —16+00-r 17+00 _18+00 _00 (N) DETAIL 32 po 6 (N) DETAIL 32 97 1 U0 cc QUAIL CREEK ROAD STA. 4+00.00 C.L. TO 18+50.00 C.L. r VOCK WALL 6 PHASE 2 ---------- - - - - - - - - - - - - - - - - 4 - - - - - - - 15 — — — — — — — — — — — — — — — — — —_. T ..— — — — — — — — — — — TYP. IT _j r Nr re) _j cr. _j cit 8 _j d F - I 1 00 a; 00 CN , J M 6 C'4 _j 0 00 C5 C14 C4 _J C3 I i5c 0? P5 a IR: d�, 8 4m 1 I< - 7 to W + c3 cd 8(6 1 + W + v— 0 Z %Z%.O C4 ju W all< co co wj�<; z I<— ca <* 6W t- m 1cn cn QUAIL CREEK ROAD STA. 4+00.00 C.L. TO 18+50.00 C.L. r VOCK WALL 6 PHASE 2 ---------- - - - - - - - - - - - - - - - - 4 - - - - - - - 15 c - -- - - - - - - - - U.1 z 1` TYP. IT _j M Nr re) _j 10 -I _j C3 'r _j d F - I W,:LLJ CN 04 18 no; , 5 4 co + I,- C UzWtQ- z cf) mIcn ; I PHASE 1 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. C3 LO (Z W 0 0 0 C> p p 0 6 05 +N r-: W an .— I - a ..i --j C) + 00 _j 6 N C> C4 cm 063 :Q 00 coo, cj EXISTING TRACI No, 6419 aa !9 <� 1�_ 6 C 3 4 + r_z 3 C1 J J <� &i - cs TE_NT. TRAIC-7 No, 6419 cq + rz -27 C3 (3 co + -LOPMENT) u) Z 1< z :j� :_z P ;5 C*4 4m + (FUTUREDEVE 15 to is '00 W ce) L 0 a W t" C�p C114 �p < C? Nz I.- cs z L a cn + + 0:: + Z< z C14 C4 V) a --- -- ------ -------- - - . . ... ...... ---------------- m cn ........ .. to cn i� V) V) cn (N) DETAIL 32 (N) DETAIL 32 +00 (N) DETAIL 32 19+00 20+00 21+00 ­:�-22+00 123+00 (N) DETAIL 32 24+00 —26+00 25+ �27+00 ------ A, —29+00 -30+00 _ --33 10 (N) DETAIL 32 \_(N) DETAIL 32 1+00 32+00 (N) DETAIL 32 It c1q \�(N) DETAIL 32 --j (N) 9-05! DETAIL < \10AS NEEDED* co cq PARABOLIC STRIPE — — — — — — — — — -- 8 ------------ z LOCK WALL r: 0:: ON C1 ---------- (J7 T 8 4 - - - - - - ------ -- F Z� - - - _17TYP > - - - - - - - - - - - - - a= - - - - - - - - - ,K 8Q 4& - — — — — — — — — C-4 J Rl— 01- BLOCK WALL c1q TYP. _j BLOCK WALL - C14 WALL 4_ r< 9 - — — — — — — — — — — — — LOCK ­ — — — — — — C1 * P.: E- I 19 /41 C3 d r% a Ui C6 z 1q, W + + + co I D c+ z + > PHASE 1 cn PHASE 3 N PHASE 1 PHASE 3 PHASE 4 CN g� PHASE 4 g: PHASE 5 cqcn cn cn cn PHASE 5 1<2: PH < .61! cn cn cn KENWICK STREET CASELLA STREET QUAIL CREEK ROAD STA. 18+50.00 C.L. TO 33+00.00 C.L. CONSTRUCTION NOTES: SCALE: 1 50' CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 CONSTRUCT 5' (LOCAL STREETS) AND 6' (ARTERIAL & COLLECTOR STREETS) COMBINATION SIDEWALK PER C.O.B. STD ST -5. INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. ETCHART ROAD d CONSTRUCT HANDICAP RAMP PER CALTRANS 2010 STANDARD PLAN R.S.P. 01 +1 8 W A88A—CASE A. M * 1-Z J TRACT No. 6-4.19 (3 _J8 CONSTRUCT 6' BLOCK WALL PER WALL CONSTRUCTION PLANS. In �c_ cr LEGEND: NOTE: 00 LEGEND, (Q0N DEVELLOPMEN T\ co ABBREVIATIONS SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. SAWCUT EXISTING E.P. PER RESPECTIVE STREET SECTION OR AS DIRECTED BY 0 CD J NEW EXISTING m jFmp. BIKE LANE MARKINGS PER CAL—TRANS STANDARDS ENGINEER. 1� z (N) (E) 9"W FL FLOWUNE POVC POINT ON VERTICAL CURVE p IR _j CL CENTERLINE BVC BEGIN VERTICAL CURVE ALL PERMANENT PAVEMENT MARKINGS TO BE THERMOPLASTIC FUTURE CURB AND GUTTER C.)!i! C3 J0 CAL -TRANS TYPE IV ARROW PAINT PER CALTRANS STANDARD SPECIFICATION ON SECTION INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH cn L4 + c E.P. EDGE OF PAVEMENT EVC END VERTICAL CURVE LEFT OR RIGHT AS APPLICABLE <D W-31(CA) SIGN. BCR BEGIN CURB RETURN PI POINT OF INTERSEC11ON CAL -TRANS TYPE 1 (10) ARROW 84, 2010 EDITION. ECR END CURB RETURN PL PROPERTY LINE CONSTRUCT SINGLE FAMILY RESIDENTIAL DRIVE APPROACH PER A.D.A. z cn BC BEGIN CURVE R/W RIGHT-OF-WAY CAL -TRANS T`YPE V! ARROW ALL PERMANENT STRIPING TO BE PAINTED PER CALTRANS REQUIREMENTS PER C.O.B. STD. DETAIL ST -7 ON SHEET 10. (N) DETAIL 22 R=1.5! EC END CURVE TC TOP OF CURB STANDARD SPECIFICATION ON SECTION 84, 2010 EDITION. -00 33100 34+00_-.-_-Z Z2 A.P. ANGLE POINT TYP. TYPICAL CAL -TRANS TYPE VIII ARROW PAINT 12" LIMIT/CROSSWALK LINES USING THERMOPLASTIC PAINT PER CALTRANS 36+00 RIGHT OF WAY ALL TEMPORARY STRIPING AND MARKING DESIGNATED WITH (T) STANDARD SPECIFICATION ON SECTION 84, 2010 EDITION. CAL—TRANS ME VII ARROW V `TAll •All— LEFT OR RIGHT AS APPLICABLE SHALL BE STRIPING TAPE (SSP) OR WATERBOURNE PAINT. (N) •DETAIL 22 (N) DETAIL 38 EDGE OF PAVEMENT PROTECT IN PLACE c%j M CAL -TRANS TYPE III ARROW 0a C) MEDIAN LEFT OR RIGHT AS APPLICABLE 9 SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT REMOVE PAVEMENT MARKINGS. CAL—TRANS TYPE I (ls) ARROW STRIPING & A M N MARKINGSTHERMOPLASTIC PAINT 11 CAL -TRANS MARKER OR STRIPING DETAIL NUMBER �5____ --------- t --------- ------- J.- PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. NEW PAVEMENT MARKING—SEE LEGEND. 11 ------ CAL -TRANS TYPE III B ARROW BLOCK WALL 2 1 cr_ F391 T TEMPORARY CAL -TRANS MARKER OR STRIPING DETAIL NUMBER 00 c%4 4 r- 13 RELOCATE TRAFFIC SIGN. TYP. to) J " -i p? _j CAL -TRANS TYPE 11 ARROW + _j C3 _j 0 R39 F FUTURE CAL -TRANS MARKER OR STRIPING DETAIL NUMBER te) — — C3 LEFT OR RIGHT AS APPLICABLE 11r) �<_ R1-1 EXISTING PAVEMENT MARKING TO REMAIN. z F.- U-) z OR FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. SM. T-19: CAL -TRANS TYPE 11 B ARROW 0, < 06 1 CV *R1-1" - STOP "WI -7* - DOUBLE ARROW _17 V) + ut NEW TRAFFIC SIGN SEE LEGEND. 0 -Z U-) *R6-1 " - ONE WAY *Wl-e - SINGLE ARROW STOP *STOP* MARKING PER CAL -TRANS STANDARDS , n Z.- to) z I *R5-1" - DO NOT ENTER *Wl-l* - CURVE ARROW C3 j< z -1126(C�)* - NO PARKING "W3-30 - SIGNAL AHEAD AHEAD "AHEAD" MARKING PER CAL -TRANS STANDARDS �g CONSTRUCT TYPE "135" TACK ON MEDIAN CURB PER K.C.D.S. PLATE NO. R-52. PHASE 5 PH 6 cn Uj cn Lqcn "R3 -5R - RIGHT TURN ONLY *W3-1 * - STOP MEAD "R4-1" - KEEP RIGHT "S5 -r - END SCHOOL ZONE "HANDICAP" MARKING PER CAL -TRANS STANDARDS �5 MEDIAN NOSE TO BE PAINTED WITH STANDARD TRAFFIC YELLOW COLOR. Know what's below. ETCHART ROAD -R81(CAY BIKE LANE *S4 -t - WHEN CHILDREN ARE PRESENT co 10 _1c cn : W31(CA)' END "S4-3"- SCHOOL *RR XIW MARKING PER CAL -TRANS STANDARDS REMOVE (E) CROSSWALK LIMIT LINE. Ca�� before you dig. QUAIL CREEK ROAD W14 -1m -- DEAD END "R2 -l' - SPED LIMIT 20 "W14 -2m - NO OUTLET "R3 -e - NO U TURN STA. 33+00.00 C.L. TO 33+40.63 C.L. FUTURE CAL -TRANS STRIPING AND MARKINGS, TYPICAL 19 REMOVE (E) STOP BAR LINE. 1.1-7264 Ph 1 — 6 SCALE: 1 " = 50' (E) STRIPING TO BE REMOVED. CO>- U_ n En IT o:2 V) > W W En c) U cr_ Uj R 00 CN R 0 w' z w m to mpnIAKI MIRK =1_111% 5+00 6+t _=44 (E) STRIPING TO REMAIN �. -J _, ) i U001 TRACT No. 4887 - UNIT B 3 g , ¢ww cnacz< www i mmmi i ► ► Q T ACT0.590 cc If aw ► K. . 2 ► QUAIL CREEK ROAD SEE SHEET 11 QUAIL CREEK ROAD SEE SHEET 11 SNOW READ STA. 8+00.00 C.L. TO 16+62.79 C.L. SCALE: 1" = 50' CONSTRUCTION NOTES: Q1 CONSTRUCT TYPE "B" CURB &GUTTER PER C.O.B. STD ST -1 �.,.,o,a��..T �> n.,...� oTo�cTo� ..�„ �1 OI O 0i 000 t-- NTRESPASSING = i i 15 W�iI - NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT STRIPING &PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. CONSTRUCT 5 {LOCAL STREETS) AND 6 (ARTERIAL &COLLECTOR STREETS) COMBINATION SIDEWALK PER C.O.B. STD ST -5. INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. 0 CONSTRUCT HANDICAP RAMP PER CALTRANS 2010 STANDARD PLAN R.S.P. A88A-CASE A. 0 CONSTRUCT 6' BLOCK WALL PER WALL CONSTRUCTION PLANS. O SAWCUT EXISTING E.P. PER RESPECTIVE STREET SECTION OR AS DIRECTED BY ENGINEER. TAPER DATA NO. 1 O INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W-31(CA) SIGN AT PHASE BOUNDARY. 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/CROSSWALK LINES USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION ON SECTION 84, 2010 EDITION. 10 PROTECT IN PLACE 11 REMOVE PAVEMENT MARKINGS. 12 NEW PAVEMENT MARKING -SEE LEGEND. 13 RELOCATE TRAFFIC SIGN. 14 EXISTING PAVEMENT MARKING TO REMAIN. CL STATION OFFSET FROM i i 7.15 RT. 7+03.11 7.08 RT. 7+08.11 6.88 RT. 7+13.11 6.52 RT. 7+18.11 v I 5.38 RT. 7+28.11 4.60 RT. 7+58.11 0.51 LT. 7+63.11 1.28 LT. 7+68.11 � D � 7+73.11 2.42 LT. 7+78.11 2.78 LT. N 2.99 LT. 7+88.11 3.05 LT. MEDIAN CURB AND 0.45' A.C. PAVING, 0.75' CLASS II AGGREGATE BASE, ci mco + -j cq ►-� COMPACTED SUBGRADE. 01 O -+ LEGEND: LEGEND (QONT.�: ABBREVIATIONS (N) .� BIKE LANE MARKINGS PER CALTRANS STANDARD PLAN A24C LLJ FLOWLINE POVC POINT ON VERTICAL CURVE CL ¢ ¢ w0 E.P. O Uj 00 LEFT OR RIGHT APPLICABLE m -' M I� cn N -j N --� V --% C3 U c- .Wim ¢ L BEGIN CURVE R/W RIGHT-OF-WAY 1 f. cV ¢ O N i_ 0 EC END CURVE TC TOP OF CURB I h¢- F, i<_ m d m A.P. Nd TRESPASSING > 0 p CAL -TRANS TYPE VIII ARROW m m Q 4 CAL -TRANS TYPE VII ARROW UJ (" W i, Q nj a cV > h 06 2 - Q m N w W � EDGE OF PAVEMENTLEFT N Wi-J !--i - - co co to of CAL-TRANS TYPE 1 (18) ARROW 39 D ---- - Z - Z •- z •- (N) DETAIL 27B(T) i z w w m cn TEMPORARY CAL -TRANS MARKER OR STRIPING DETAIL NUMBER > o `cy to w w z > r` . w � + 39 F PROPOSED MEDIAN CURB m v~i m c}i� m cin (E) DETAIL 22 15 CAL -TRANS TYPE 11 B ARROW 0+ t`, ©n. z of N STOP SEE SHEET 10 FOR DETAILS - ONE WAY - SINGLE ARROW TO BE REMOVED (N) E.P. (E) DETAIL 27B(T) TO BE REMOVED "R5-1"- DO NOT ENTER "W1--1" - CURVE ARROW "R26(CA)" "W3-3" a 712: o 0 Q (E) DETAIL 27B(T) w w - NO PARKING ANYTIME - SIGNAL AHEAD "R3-5 R" - RIGHT TURN ONLY "W3-1" - STOP AHEAD "R4-7° - KEEP RIGHT "S5-2* - END SCHOOL ZONE "HANDICAP" MARKING PER CAL -TRANS STANDARDS WW V) TO REMAIN (E) DETAIL 5 (£) E.P. "RR XING" MARKING PER CAL -TRANS STANDARDS - END - SCHOOL "W14-1" - DEAD END "R2-1" - SPEED LIMIT 20 "W14-2" - NO OUTLET "R3-4" - NO U TURN FUTURE CAL -TRANS STRIPING AND MARKINGS, TYPICAL TO REMAIN ��U 17+00 18+00 19+00 20+00 21+00 16+00 22+00 15 R3-4 17 (N) DETAIL 22000-1-k W J � - C-) =1 8. R4-7 W/ TYP15 (E) DETAIL 27B(T) �_ RELOCATELCHANNELIZR �• 10 (N) DETAIL 27B(T) (E) DETAIL 27B(T) MARKER TO REMAIN i AS NEEDED. �• (E) E.P. TO REMAIN �- 8 t„ w r ,.-10 �-- m w: 04 < C14 m C%4m ► O J ( ' N ---� n T o /I / L.-Jo w �- N -i O N Un w- Qm W _; 1 X0000 QQ o m -- ,' i cj w W r�Ld 7 aN -�� 8 9 � / >~ cq Z� ornm' ' ' >LLJ W�a Z'" W + i� 0M ►' �Z N ► m� z- M �zc0 I wWv�¢i o¢ W F-- / ZZr / m cn ' 10 m m cn / %SNOW ROAD STA. 18+00.00 C.L. TO 22+00.00 C. L. SCALE: 1 " - 50' SNOW READ STA. 8+00.00 C.L. TO 16+62.79 C.L. SCALE: 1" = 50' CONSTRUCTION NOTES: Q1 CONSTRUCT TYPE "B" CURB &GUTTER PER C.O.B. STD ST -1 �.,.,o,a��..T �> n.,...� oTo�cTo� ..�„ �1 OI O 0i 000 t-- NTRESPASSING = i i 15 W�iI - NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT STRIPING &PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. CONSTRUCT 5 {LOCAL STREETS) AND 6 (ARTERIAL &COLLECTOR STREETS) COMBINATION SIDEWALK PER C.O.B. STD ST -5. INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. 0 CONSTRUCT HANDICAP RAMP PER CALTRANS 2010 STANDARD PLAN R.S.P. A88A-CASE A. 0 CONSTRUCT 6' BLOCK WALL PER WALL CONSTRUCTION PLANS. O SAWCUT EXISTING E.P. PER RESPECTIVE STREET SECTION OR AS DIRECTED BY ENGINEER. TAPER DATA NO. 1 O INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W-31(CA) SIGN AT PHASE BOUNDARY. 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/CROSSWALK LINES USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION ON SECTION 84, 2010 EDITION. 10 PROTECT IN PLACE 11 REMOVE PAVEMENT MARKINGS. 12 NEW PAVEMENT MARKING -SEE LEGEND. 13 RELOCATE TRAFFIC SIGN. 14 EXISTING PAVEMENT MARKING TO REMAIN. CL STATION OFFSET FROM 6+98.11 7.15 RT. 7+03.11 7.08 RT. 7+08.11 6.88 RT. 7+13.11 6.52 RT. 7+18.11 6.02 RT. 7+23.11 5.38 RT. 7+28.11 4.60 RT. 7+58.11 0.51 LT. 7+63.11 1.28 LT. 7+68.11 1.92 LT. 7+73.11 2.42 LT. 7+78.11 2.78 LT. 7+83.11 2.99 LT. 7+88.11 3.05 LT. 15 NEW TRAFFIC SIGN - SEE LEGEND. N i6 CONSTRUCT TYPE "135" TACK ON MEDIAN CURB PER K.C.D.S. PLATE NO. R-52 17 MEDIAN NOSE TO BE PAINTED WITH STANDARD TRAFFIC YELLOW COLOR. 18 REMOVE (E) CROSSWALK LIMIT LINE. 19 REMOVE (E) STOP BAR LINE. 20 MEDIAN LANDSCAPE/HARDSCAPE PER PER K.C.D.S. PLATE NO. L-14. W 21 REMOVE EXISTING MEDIAN CURB, LANDSCAPING, AND RECONSTRUCT WITH TYPE B1 MEDIAN CURB AND 0.45' A.C. PAVING, 0.75' CLASS II AGGREGATE BASE, AND 1.30' 0 COMPACTED SUBGRADE. LEGEND: LEGEND (QONT.�: ABBREVIATIONS (N) NEW (E) EXISTING BIKE LANE MARKINGS PER CALTRANS STANDARD PLAN A24C FL FLOWLINE POVC POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE CAL -TRANS TYPE IV ARROW E E.P. EDGE OF PAVEMENT EVC END VERTICAL CURVE LEFT OR RIGHT APPLICABLE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION CAL -TRANS TYPE 1 (10) ARROW ECR END CURB RETURN PL PROPERTY LINE BC BEGIN CURVE R/W RIGHT-OF-WAY CAL -TRANS TYPE V1 ARROW EC END CURVE TC TOP OF CURB A.P. ANGLE POINT TYP. TYPICAL CAL -TRANS TYPE VIII ARROW -- -- - -- - - RIGHT OF WAY 4 CAL -TRANS TYPE VII ARROW OR RIGHT AS APPLICABLE EDGE OF PAVEMENTLEFT CAL -TRANS TYPE III ARROW MEDIAN LEFT OR RIGHT AS APPLICABLE CAL-TRANS TYPE 1 (18) ARROW 39 CAL -TRANS MARKER OR STRIPING DETAIL NUMBER N CAL -TRANS TYPE 111 B ARROW F391 T TEMPORARY CAL -TRANS MARKER OR STRIPING DETAIL NUMBER 39 F FUTURE CAL -TRANS MARKER OR STRIPING DETAIL NUMBER CAL -TRANS TYPE II ARROW LEFT OR RIGHT AS APPLICABLE R1-1 � FURNISH &INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: CAL -TRANS TYPE 11 B ARROW "R1-1" - STOP "W1-7" - DOUBLE ARROW "R6-1" "W1-6" STOP "STOP" MARKING PER CAL -TRANS STANDARDS - ONE WAY - SINGLE ARROW "R5-1"- DO NOT ENTER "W1--1" - CURVE ARROW "R26(CA)" "W3-3" AHEAD "AHEAD" MARKING PER CAL -TRANS STANDARDS - NO PARKING ANYTIME - SIGNAL AHEAD "R3-5 R" - RIGHT TURN ONLY "W3-1" - STOP AHEAD "R4-7° - KEEP RIGHT "S5-2* - END SCHOOL ZONE "HANDICAP" MARKING PER CAL -TRANS STANDARDS "R81(CA)" - BIKE LANE "S4-2" - WHEN CHILDREN ARE PRESENT "W31(CA)" "S4-3" "RR XING" MARKING PER CAL -TRANS STANDARDS - END - SCHOOL "W14-1" - DEAD END "R2-1" - SPEED LIMIT 20 "W14-2" - NO OUTLET "R3-4" - NO U TURN FUTURE CAL -TRANS STRIPING AND MARKINGS, TYPICAL "R7-9" - NO PARKING/BIKE LANE ��U (E) STRIPING TO BE REMOVED. NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION ON SECTION 84, 2010 EDITION. ALL PERMANENT STRIPING TO BE PAINTED PER CALTRANS STANDARD SPECIFICATION ON SECTION 84, 2010 EDITION. ALL TEMPORARY STRIPING AND MARKING DESIGNATED WITH (T) SHALL BE STRIPING TAPE (SSP) OR WATERBOURNE PAINT. SEE, CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. Know what's below. 0111 before you dig. M G7 N W 0 v C> 0 N VAP F >vN ��U W J C-) Q �_ T m 8 t„ w W W a- i X W 1r W X0000 QQ N N N f�