Loading...
HomeMy WebLinkAbout1.1-6209 Ph 2 - 4 Record DrawingA.C. PAVING TESTING NOTES: SP7-39.01 7-1. ASPHALT CONCRETE. Asphalt concrete shall be Type A (modified) for all arterial and collector streets and Type B (modified) for local streets and shall conform to the provisions in Section 39, "Asphalt Concrete," of the Standard Specifications and these special provisions. Prior to the addition of asphalt binder, the combined mineral aggregate for Type A (modified) or Type B (modified) asphalt .concrete shall conform to the requirements of Section 39-2.02, "Aggregate," of the Specifications for 3/4" maximum, medium grading. Asphalt binder for Type A (modified) asphalt concrete shall be AR -8000 viscosity graded asphalt, unless otherwise directed by the Engineer. Asphalt binder for Type B (modified) asphalt concrete shall be AR -4000 viscosity graded asphalt, unless otherwise directed by the - Engineer. The asphalt binder shall conform to the requirements in the table for "Steam -Refined Paving Asphalts," in Section 92-1.02, "Grades," of the Standard Specifications. The amount of asphalt binder to be mixed with the mineral aggregate shall be determined by the Contractor in accordance with California Test Method 367 using samples of materials proposed for use in the work. The amount of asphalt binder shall be approved by the Engineer. At least 14 days prior to the start of work, the Contractor shall submit the following for the 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 should not be older than one (1) year. C. An asphalt concrete mix design determined in accordance with California Test 367. Laboratory test results on which the design is based shall be submitted with the mix design along with the theoretical maximum density of the design mixture as determined by ASTM D2041. The asphalt concrete mix shall meet the requirements of Section 39-2.02, "Aggregate," of the Standard Specifications and these special provisions. If the data submitted shows that the materials are substantially the some as when the design was prepared, the design may be up to three (3) years old. The Developer shall bear all costs associated with the asphalt concrete mix design. Where new asphalt concrete pavement is to conform to existing paved surfaces, the existing pavement shall be saw cut. 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. The area to which point binder has been applied shall be closed to public traffic. Care shall be taken to avoid tracking binder material onto the existing pavement surface beyond the limits of construction. Paving joints shall match stripe locations unless otherwise permitted by the Engineer. Intersections and tapered shoulders shall be surfaced as directed by the Engineer. Additional asphalt concrete shall be placed at road connections and private drives, where shown on the plans and as directed by the Engineer, and hand raked, if necessary, and compacted to form smooth, tapered connections. 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 Ione. Such additional asphalt concrete shall be hand raked and compacted to form temporary conforms before the lanes are opened to public traffic. Kraft paper, or other approved bond breaker, may be placed under conforms to facilitate the removal of the conforms when paving operations resume. 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 public traffic. At the end of each work shift, the distance between the ends of a layer of asphalt concrete on adjacent lanes shall not be greater than 10 feet. Additional asphalt concrete shall be placed along the transverse drop-offs on each lane and along the longitudinal drop-off between adjacent lanes. Such additional asphalt concrete shall be hand raked and compacted to form temporary conforms before the lanes are opened to public traffic. Kraft paper, or other approved bond breaker, may be placed under the conforms to facilitate the removal of the conforms when paving operations resume. Asphalt concrete shall be compacted to a minimum 92 percent of the maximum theoretical density as determined by ASTM D-2041. In-place density shall be determined in accordance with California Test 375. 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. If the test results for any lot of asphalt concrete indicate that the relative compaction is either less than 90% or more than 96%, the asphalt concrete represented by that lot shall be removed and replaced with material that does meet the in-place density requirement. The corrective work shall be at the Contractor's expense. If the finished surface of the asphalt concrete does not meet the specified surface tolerances, it shall be brought within tolerance by either: (1) abrasive grinding with equipment utilizing diamond blades, (2) removal and replacement, or (3) placement of an asphalt concrete overlay. The method will be selected by the Engineer. The corrective work shall be at the Contractor's expense. 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 line 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 applied to oil finished asphalt surfaces at the Contractor's expense. The fog seal coat shall be either asphalt rejuvenating agent or asphaltic emulsion as directed by the Engineer. LIST OF MATERIALS ITEM UNIT PHASE 2 PHASE 3 PHASE 4 TOTAL A.C. PAVING TONS 843 861 404 2108 AGG. BASE CUYD 1449 1430 719 3598 SUBGRADE PREPARATION SQYD 6457 6600 3095 16152 CURB AND GUTTER LF 2631 1 2933 1419 6983 SIDEWALK SQFT 7576 8787 4704 21067 DRIVEWAY SQFT 3132 3469 1342 7943 HANDICAP RAMPS SQFT 1589 1379 592 3560 STANDARD STREET NAME SIGNS EA 6 5 3 14 5800 LUMEN STREET LIGHTS EA 4 6 3 13 MONUMENT ENCASEMENTS EA 6 8 3 17 SAW CUT LF 80 120 - 200 12' WIDE CROSS GUTTER SQFT - 1502 614 2116 "R26(CA)" - NO PARKING "R2-1" - SPEED LIMIT 20 0 U "R3 -5R" - RIGHT TURN ONLY LOCAL STREET LENGTH LF 1 1743 1 1536 1 663 1 3942 DIG ALERT Call: TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA STANDARD NOTES 1. THE SUBDIVIDER, IF REQUIRED, SHALL OBTAIN GRADING APPROVAL AS REQUIRED BY CITY OF BAKERSFIELD ORDINANCE PRIOR TO START OF ANY EARTHWORK. 2. ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS AND SPECIFICATIONS OF THE CITY OF BAKERSFIELD. 3. THE FOLLOWING CITY OF BAKERSFIELD STANDARDS SHALL BE CONSIDERED PART OF THESE PLANS: ST -1, ST -3, ST -4, ST -6, ST -7, ST -9, ST -10 ST -11, ST -13, ST -18, D-14, D-16, T-1 4. REFER TO INDIVIDUAL STREET SECTION FOR PAVEMENT SECTION. 5. INSTALL STANDARD SURVEY MONUMENT FRAME AND COVER PER CITY OF BAKERSFIELD STD. DWG. ST -13. O TO BE INSTALLED OO EXISTING 6. T INSTALL TRAFFIC CONTROL SIGNS INSTALL STANDARD STREET NAME SIGNS PER C.O.B. STD. T-1 INSTALL METRO SIZE STREET NAME SIGNS PER C.O.B. STD. T-1 INSTALL STANDARD STREET LIGHTS, 5800 LUMEN H.P.S.V. INSTALL STANDARD STREET LIGHTS, 9500 LUMEN H.P.S.V. 7. INSTALL TYPE "B" CURB AND GUTTER, PER C.O.B. STANDARDS, ON ALL STREETS UNLESS OTHERWISE NOTED. 8. INSTALL 4.5' SIDEWALK ON ALL STREETS UNLESS OTHERWISE NOTED. 9. ANY TRENCHING TO BE CONDUCTED WITHIN THIS PROJECT SHALL BE BACKFILLED AND COMPACTED PER CITY STANDARD DETAIL ST -22. 10. THE CONTRACTOR SHALL REMOVE OR RELOCATE ALL OBSTRUCTIONS WITHIN THE STREET RIGHT-OF-WAY AS DIRECTED BY THE CITY ENGINEER. 11. ALL STREETS HAVE BEEN DESIGNED USING A MINIMUM "R" VALUE AS STATED IN THE SOILS REPORT. SEE STRUCTURAL SECTIONS FOR EACH STREET FOR SPECIFIC INFORMATION. SHOULD FURTHER TESTING SHOW A LOWER "R" VALUE OF THE ACTUAL IN PLACE MATERIAL, STREET SHALL BE REDESIGNED ACCORDING TO THE LOWER "R" VALUE, IN ACCORDANCE WITH CITY ENGINEER. 12. RELATIVE COMPACTION OF NOT LESS THAN 95% SHALL BE OBTAINED FOR A MINIMUM DEPTH OF 0.5 FEET BELOW GRADING PLANE FOR THE ENTIRE WIDTH OF PAVEMENT (LIP OF GUTTER TO LIP OF GUTTER). IN ADDITION, RELATIVE COMPACTION OF NOT LESS THAN 95% SHALL BE OBTAINED FOR A MINIMUM DEPTH OF 1.0 FOOT BELOW FINISH GRADE ON LOCAL STREETS (1.5' TO 2.5' AS DIRECTED BY THE PUBLIC WORKS DIRECTOR ON COLLECTOR AND ARTERIAL HIGHWAYS) FROM LIP OF GUTTER TO LIP OF GUTTER. 13. THE CONTRACTOR SHALL OBTAIN 90% RELATIVE COMPACTION UNDERNEATH THE SIDEWALK AND CURB AND GUTTER TO A DEPTH OF 6". THE LOCATION OF THE TESTS SHALL BE DETERMINED BY THE CITY. 14. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. THE COST OF RETESTING DUE TO FAILED COMPACTION TESTS WILL BE BACKCHARGED TO THE CONTRACTOR. 15. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. THE COST OF RETESTING DUE TO FAILED COMPACTION TESTS WILL BE BACKCHARGED TO THE CONTRACTOR. 16. ALL CONCRETE SHALL BE COMPOSED OF CLASS B 5 SACK CEMENT, MINIMUM CEMENT CONTENT OF 470 LBS./CU. YD., AND A MAXIMUM WATER/CEMENT RATIO OF 0.50. 17. ASPHALT REJUVENATING AGENT SHALL BE APPLIED TO NEW ASPHALT CONCRETE PAVEMENT IN ACCORDANCE WITH THE PROVISIONS FOR FOG SEAL IN SECTION 37, BITUMINOUS SEALS, OF THE STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, CURRENT EDITION, AND THE STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIAL PROVISIONS CURRENTLY IN EFFECT, AS DIRECTED BY THE CITY ENGINEER. 18. NEW STREETS SHALL BE EXTENDED AT INTERSECTIONS AS DIRECTED BY THE PUBLIC WORKS DIRECTOR IN ORDER TO PROVIDE A TIE INTO EXISTING STREET PAVEMENT. 19. SEWER LATERAL LOCATIONS TO BE STAMPED ( S ) INTO THE CURB FACE OVER EACH SEWER LATERAL. 20. ELEVATIONS AND GRADES SHOWN ON THE PROFILES ARE GUTTER FLOW LINES (INVERTS). 21. THE CONTRACTOR SHALL INSTALL PERMANENT TRAFFIC CONTROL SIGNING AND OTHER SAFETY DEVICES (NOT SHOWN ON THE PLANS) TO MEET WITH THE APPROVAL OF THE CITY PUBLIC WORKS DIRECTOR. THE PRICE FOR THIS ITEM SHALL BE INCLUDED IN THE PAVEMENT PRICE. 22. SIGN PANELS SHALL BE MOUNTED ON POSTS WITH HAWKINS M2G SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR EQUAL. ROADSIDE SIGNS INSTALLED PER CITY STANDARD DETAIL T-19 SHALL BE LOCATED WITHIN SIDEWALK, 6" FROM BACK. 23. SEE WATER, STORM DRAIN AND SEWER IMPROVEMENT PLANS FOR OTHER IMPROVEMENTS THAT ARE A PART OF THIS PROJECT. 24. INSTALL ADDITIONAL # 3-1/2 PULL BOX FOR STREET LIGHTS AT P.G.& E. SERVICE POINT. ALL PULL BOXES TO BE INSTALLED ON A GRAVEL BED A MINIMUM OF 6" THICK. 25. INSTALL HANDICAP RAMPS PER CALTRANS 2002 REVISED DUAL UNITS STANDARD PLAN RSP A88A CASE A. 26. ALL MANHOLE AND LAMPHOLE FRAME AND COVERS SHALL BE SET 1/4" BELOW PAVEMENT GRADE. 27. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED AT LEAST 2 WORKING DAYS PRIOR TO CONSTRUCTION. 1-800-227-2600. 28. WARNING/REGULATORY SIGNS: SIGN PANELS SHALL BE MOUNTED ON POSTS WITH HAWKINS M2G SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR EQUAL. ROADSIDE SIGNS INSTALLED PER STD. T-19 SHALL BE LOCATED WITHIN SIDEWALK 6" FROM BACK. 29. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPT. FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT -QF -WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT-OF-WAY AND INSURANCE SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. 30. AGGREGATE BASE: AGGREGATE BASE MATERIAL FOR ROADWAYS SHALL MEET THE SPECIFICATIONS FOR CLASS 2 AGGREGATE BASE (CL 2 AB) CONFORMING TO SECTION 26-1.02A OF THE STATE STANDARD SPECIFICATIONS, LATEST EDITION; OR CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200-2.4 OF THE "GREENBOQK", LATEST EDITION. AGGREGATE BASE SHALL BE FURNISHED AND PLACED IN ACCORDANCE WITH THE CONTRACT PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION AND THESE DETAILED SPECIFICATIONS. AGGREGATE BASE SHALL BE GRADED TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D-1557. 31. SUBGRADE PREPARATION: THE CONTRACTOR SHALL FINE GRADE AND COMPACT STREET SUBGRADE IN ACCORDANCE WITH THE CONTRACT PLANS, CITY REQUIREMENTS AND STANDARD SPECIFICATIONS. SUBGRADE SHALL BE GRADED TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D-1557. 32. SECTION 19-1.03, GRADE TOLERANCE, IS REVISED TO READ AS FOLLOWS: IMMEDIATELY PRIOR TO PLACING SUBSEQUENT LAYERS OF MATERIAL THEREON, THE GRADING PLANE SHALL CONFORM TO ONE OF 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 0.02 -FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. B. WHEN 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. 33. DUST CONTROL CONTRACTOR SHALL OBTAIN A COPY OF THE DUST CONTROL PLAN (DCP) FOR THIS PROJECT FROM THE DEVELOPER, AND SHALL KEEP A COPY ON SITE AT ALL TIMES. FOR THE DURATION OF CONTRACTOR'S OCCUPANCY OF THE SITE, CONTRACTOR IS REQUIRED TO COMPLY WITH THE PROVISIONS OF SAID PLAN. 34. STORM WATER POLLUTION PREVENTION CONTRACTOR SHALL OBTAIN A COPY OF THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) FOR THIS PROJECT FROM THE DEVELOPER, AND SHALL KEEP A COPY ON SITE AT ALL TIMES. FOR THE DURATION OF CONTRACTOR'S OCCUPANCY OF THE SITE, CONTRACTOR IS REQUIRED TO COMPLY WITH THE PROVISIONS OF SAID PLAN, 35. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL ALONG CITY STREETS �^ FOR THE DURATION OF THE WORK, INCLUDING NIGHTS, WEEKENDS ANDu HOLIDAYS. TRAFFIC CONTROL SHALL CONFORM TO THE GUIDELINES OF THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION'S "MANUAL OF TRAFFIC CONTROL FOR CONSTRUCTION AND MAINTENANCE WORK ZONES" AND CITY STANDARDS. ONE LANE FOR EACH DIRECTION OF TRAFFIC SHALL BE MAINTAINED AT ALL TIMES. THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE START OF ANY CONSTRUCTION. NO STREET PERMIT WILL BE ISSUED NOR SHALL ANY CITY INSPECTION BE PROVIDED UNTIL SAID TRAFFIC CONTROL PLAN HAS BEEN APPROVED BY THE CITY ENGINEER. BENCHMARK: TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE CENTERLINE INTERSECTION OF ADELAIDE AVENUE AND KENDRA STREET. ELEVATION = 360.51' (CITY DATUM) PER CITY OF BAKERSFIELD'S BENCH BOOK PRASE 3 091,Y ITY OF BAKERSFIELD KERN COUNTY CALIFORNIA STREET CONSTRUCTION PLANS TRACT FOR NO. 6209 PHASES 2 THRU.4 NOTE: 1. A PRE -CONSTRUCTION CONFERENCE WILL BE REQUIRED FOR THIS PROJECT. CONTACT THE CONSTRUCTION DIVISION AT (661) 326-3106 OR (661) 326-3049 AT LEAST 10 WORKING DAYS PRIOR TO THE DESIRED START OF CONSTRUCTION TO SET UP AN APPOINTMENT FOR THE PRE -CONSTRUCTION CONFERENCE. 2. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 48 HOURS NOTICE. TELEPHONE 326-3049 3. ALL MATERIALS SUPPLIED FOR THIS PROJECT WILL REQUIRE A CERTIFICATE OF COMPLIANCE STATING THAT THE REQUIREMENTS & STANDARDS SET FORTH BY THE CITY OF BAKERSFIELD HAVE BEEN MET. INDEX OF SHEETS SHEET TITLE Q1. COVER SHEET 21R. 2. AUSSIE AVENUE 3. KINGSCROSS AVENUE 4. STRAWBRIDGE COURT, WALLABY COURT, AND ALICE SPRINGS AVENUE 5. KENDRA, STREET AND WALKABOUT DRIVE LEGEND: PACHECO ABBREVIATIONS FL FLOWUNE POVC POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE EC END CURVE TC TOP OF CURB PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT w OF VERTICAL CURVE FC FINISH CONCRETE GB GRADE BREAK R/W RIGHT-OF-WAY z FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. S-29. Q EXISTING SURVEY MONUMENT � z o a� z FURNISH & INSTALL STREETS" PER C.O.B. STD. S-40. FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. S-40. V) --<D-- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14 EDo FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST -14 R1-1 O 0 SITE i FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: BERKSHIRE ROAD "W3-1" - STOP AHEAD "R1-1" - STOP "S5-2" - END SCHOOL ZONE � "R6-1" - ONE WAY "S4-2" - WHEN CHILDREN ARE PRESENT "R5-1" - DO NOT ENTER "S4-3" - SCHOOL "R26(CA)" - NO PARKING "R2-1" - SPEED LIMIT 20 0 U "R3 -5R" - RIGHT TURN ONLY "R4-7" - KEEP RIGHT "R81(CA)" - BIKE LANE "W31(CA)" - END W/OM4-3 MARKER NOTE. F '1` "W14-1" - DEAD END SIGN NUMBERS ARE FEDERAL CODES "W14-2" - NO OUTLET UNLESS OTHERWISE INDICATED BY "Wt -7" - DOUBLE ARROW (CA). (CA) INDICATES CALIFORNIA = 5 "Wt -6" - SINGLE ARROW CODES. r4 "W1-1" - CURVE ARROW "W3-3" - SIGNAL AHEAD -- STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS o ® STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS CATCH BASIN - TYPE "A' WITH 3.5' OPENINGS PER C.O.B. STD. D-14 UNLESS NOTED OTHERWISE. s SEWER - REFER TO SEWER & STORM DRAIN PLANS ® SEWER MANHOLE - REFER TO SEWER & STORM DRAIN PLANS. © SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. • • • • • • •� TRACT BOUNDARY PHASE LINE (1 CURVE NUMBER FOR CURVE DESCRIPTION a ITEM OF WORK - SEE SCHEDULE SECTION DESIGNATION: SECTION LETTER v 2 SHEET WHERE SECTION IS SHOWN BENCHMARK: TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE CENTERLINE INTERSECTION OF ADELAIDE AVENUE AND KENDRA STREET. ELEVATION = 360.51' (CITY DATUM) PER CITY OF BAKERSFIELD'S BENCH BOOK PRASE 3 091,Y ITY OF BAKERSFIELD KERN COUNTY CALIFORNIA STREET CONSTRUCTION PLANS TRACT FOR NO. 6209 PHASES 2 THRU.4 NOTE: 1. A PRE -CONSTRUCTION CONFERENCE WILL BE REQUIRED FOR THIS PROJECT. CONTACT THE CONSTRUCTION DIVISION AT (661) 326-3106 OR (661) 326-3049 AT LEAST 10 WORKING DAYS PRIOR TO THE DESIRED START OF CONSTRUCTION TO SET UP AN APPOINTMENT FOR THE PRE -CONSTRUCTION CONFERENCE. 2. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 48 HOURS NOTICE. TELEPHONE 326-3049 3. ALL MATERIALS SUPPLIED FOR THIS PROJECT WILL REQUIRE A CERTIFICATE OF COMPLIANCE STATING THAT THE REQUIREMENTS & STANDARDS SET FORTH BY THE CITY OF BAKERSFIELD HAVE BEEN MET. INDEX OF SHEETS SHEET TITLE Q1. COVER SHEET 21R. 2. AUSSIE AVENUE 3. KINGSCROSS AVENUE 4. STRAWBRIDGE COURT, WALLABY COURT, AND ALICE SPRINGS AVENUE 5. KENDRA, STREET AND WALKABOUT DRIVE \A(-`IKI1TV AA A n /� I / CENTERUNE STORM DRAIN r --LIP CURB AND GUTTER ot�az-t� TYPICAL CATCH BASIN LOCATION AT CURB RETURN I ,o=ice PARCEL Z of PM4 # -93 1. F14AGE 2 DRILY FLOWLINE CURB AND GUTTER 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 THOS RDINANCES STANDARDS AND DESPN CRITERIA SHALL BE CO ECT DURIJ ZI6NSTRUCTION. //1 APPROVED BY: ROGER A. MCINTOSH R.C.E. 33322 EXP. 6-30-08 -1-13-d7 DATE APPROVED BY: RAUL M. ROJAS PUBLIC WORKS DIRECTOR DATE R.C.E. 39880 EXP. 12-31-07 Kik REVIEWED BY: REVIEWED BY: EX. TRACT No. 5215 M. BK. 39, PG. 55 KEY MAP 10 SCALE: 1"=200' SHEET NO. ASSISTANT PUBLIC WORKS DIRECTOR AFFIC ENGINEER ,o,pprZovepsY: C/ 1Z0<irEl2 A. NSG14TO.St1 R.c.m.3332Z Rxp 12Ev)srorJ r AP4>P,0VvD BT 1 J, 1019 8 71615' VES'. TE t I I R� 641 /2- Z-/c- Dr471; PACHECO ROAD w bi> W mJw cn U)VL C� cn < �Z FAIRVIEW ROAD z,op w w o z � z o a� z 0 V) 4e2 PROJECT O 0 SITE ag BERKSHIRE ROAD c9 c0 � \A(-`IKI1TV AA A n /� I / CENTERUNE STORM DRAIN r --LIP CURB AND GUTTER ot�az-t� TYPICAL CATCH BASIN LOCATION AT CURB RETURN I ,o=ice PARCEL Z of PM4 # -93 1. F14AGE 2 DRILY FLOWLINE CURB AND GUTTER 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 THOS RDINANCES STANDARDS AND DESPN CRITERIA SHALL BE CO ECT DURIJ ZI6NSTRUCTION. //1 APPROVED BY: ROGER A. MCINTOSH R.C.E. 33322 EXP. 6-30-08 -1-13-d7 DATE APPROVED BY: RAUL M. ROJAS PUBLIC WORKS DIRECTOR DATE R.C.E. 39880 EXP. 12-31-07 Kik REVIEWED BY: REVIEWED BY: EX. TRACT No. 5215 M. BK. 39, PG. 55 KEY MAP 10 SCALE: 1"=200' SHEET NO. ASSISTANT PUBLIC WORKS DIRECTOR AFFIC ENGINEER ,o,pprZovepsY: C/ 1Z0<irEl2 A. NSG14TO.St1 R.c.m.3332Z Rxp 12Ev)srorJ r AP4>P,0VvD BT 1 J, 1019 8 71615' VES'. TE t I I R� 641 /2- Z-/c- Dr471; mJw cn U)VL 3 z,op a� z ag � a4 0 U U F '1` LL p = 5 w 0 r4 (CD � J V Y 0 <„w_ > O� v o w N �C5W m 7-6 W QaN} cn �cn Ww cr Of o 0 W a 0 o 0 0 FD. CONC. MON. TAGGED O� R.C.E. 15823 IN L.H. PER \x Q? TRACT No. 5310 PHASE t Q 0 �. U XQ i F R/W 1 10'10' 51 - 5' LANDSCAPE I AREA 4.5' COMBINATION SIDEWALK CITY OF BAKERSFIELD TEMP. FLOWAGE AND DRAINAGE EASEMENT PER BK. 6486 <v Jam` TO BE ABANDONED UPON RECORDAPARCEL TION OF C�'t�,\ ,` FINAL MAP B.C.R. 0 J� Qv PARCEL 2 TRACT N0. f 209 STA. 13+31.27, F.L 20.00LT.= c� o q x 11 ,� x 12 II ���w cJ4y ryQ. J P.M.W. tO ALICE SPRINGS ° °° o, 0�'J� ib .v .: o No. 26-93 Jo rj dao of co Qtn f I f -' r �Q?,J� co Q- `''``� 3 o FUTURE LOT (TYP) 0 14 13 0 �M AVENUE o o �,°�° wa f ,r� r f i�� p��z�Jo� o- /�' L `� C J N NIf)> ' SEE SHEET 4 I N N �M Vz i� �� O'�O' �� a _ JJ O JJ II J 20' 2D' -�-� M> Q R >w 7 V`2 •Z OQyLQ^� �-cv /CO UW LSI ar U -� \i-Ul.� I Z UI�Ww , UIiZ -�J�J �J J 1 1 JI 1 O J JI _i �J J� V aY I J t _I jf'�� J .J 5 4 O C�tG �. Q,' Q N /"� N 1 3 v w Ir?tY J Z J 3O I 3D' UIt Ww L� J J 1 V J J� J J� J N tV = L\j LO \O ¢ J _i - J L.� LZ L.� L� lL La. J Q <V 3^ n' } M O Y I p M M Li ti iM itj W ti N N Z Ll M -I •� J L� L� ti ta. w t,_ 0 Q �i LtJ i 4� Q °o M M � N ¢ W 1 ¢ s to N J i U C j , 'i L la L, Li 3 o o Mi I 0 3 '� M w N Z ri r<i 0o a m of v> 1 5 I ¢ o o w ao 0o m .6 ao to ao z t>o ao t>j ao4 0o m4 m4 4 w+ (0co N (D w+ M O O J N N NI N NI N NI O Nel- N NI N NI N NI N) N NI 00 N > r ++ N OMM . NNtiw , _z 3 1 ++m e�jri p} > r r rn �v p _ +I o + > 1 m ++ } _ ++ N Liw¢ ¢ to ao ¢ o � ¢ o c�i F m r of > m ad r�i o > > Q A + Om NN ¢ ^ N r U MM-�ln Q 1�-'• `t d•= ++ d c0 ^ Lo I� O� M U N)c�j ¢ p� ¢ ¢ Q a0 ¢ cV 1� (V O ¢ rn N 3 O - tb O CD O '� M )� p ¢ to o ¢ N LLI F- -�� + +H �.-Qw N `-(� dJNW w i +I w + +I w + +� w tom 3 + +I 3 I ( 3:( 3 f F �- p U w + w ¢ g0: w Q F- .-r.¢L,J v d' iA > Lc) in Ln to ++ w cfl t0 w + + w + + w + + w + + 3 + - - > > > > 00 to W c�cn Q ¢3aaCa > NI> NU aQo'o ; N �jQda ��> > > co,n °° > rn rn > rn ` T _ L,i tntn NI w rr� F -I- of o ►-►-ow ,� �. I -L -U ad�n.� i , w 1 I .- •- �~-----`n oalY cntn o Q g, o Q tncnzo N� o L,i tntn HoW� d d p d ¢ o¢ a1 o Q QI z o a d p Q p 1 o I 1 --- - - _tn�o moi, f- �I ►- r ( F- I-1 - aQ �I r -I �) p o Q �+ cn c� cn cn c� N cn c� cn to �- �- cn cn c� cn c� c� I 1 ►- T%�t.`�. R W - A I c� tntn cn to cn� cn �R W u' ,L h' ' ` / 719S5 3 I L �J�� N i1f00 s 8" SE4yER 1 2 FL 18' +' 137.88 13+00 ... 12+00 S89'30'39" 210.95' --� 30' 30' 20' 20' * SLOPE FROM HIGHEST GUTTER I 0.20' A.C. PAVING -J 0.75' AGG. BASE 0.50' COMPACTED O.G. TO 95% RELATIVE DENSITY q SECTION -40' FL TO FL 2R NOT TO SCALE 3 3 3 3 3 3 3 3 3 J J J 10 In- LL LL Of 0 r } �� Mi N N M o -iJ O M J -i of Z �% �o / O!`� �UD� L' r 7 ULir¢-I W ZmN H UW OQt¢-) pF Z oa2p �� ¢ NI 8 t�;tr �� in t�tn �, Y < V•Q ! ,,3. LO,w + MM n m¢¢ Y I MM mit (�J� Q t (r tD too I of Q 00 a In W N M M m m H 15 16 6 L5 R1W PARCEL 2 � N W � �-i �' N � � � � c�' � i _ I P.M.W. No. 26-93 10' 5' 5' I LANDSCAPE AREA 4.5' COMBINATION SIDEWALK *J 2 J Rq/At 18" DRAIN i o o in FL _ 14+00 124 p GRAIN 15+00_ _ p N n { 16+00 Q 17+00 18+00 1 2 N M D S89 30 39 E 19+00 -S89-30'39"E- --I - - - -1 - -292.65' - -F - - - - -+ - 8" SEWERS s s s - - S f - - - I FL o o z N M 3 3 Of � T o O)� - -- � I R/w �I LL ®N ® -- j- ecff ____ __ �q __ �-' NI ^I ,I_' SII ``r L` '`1 1 2 �I } �, 1 } �, } z w col to to i Il co to ¢ M ¢ � o Q N ¢ LNA ¢ 000 o ¢ 3 ¢ o a}c ^ cv l r l� >` 1 j+I Hc9 La 3 + +I w + +� LLJ3 + +I 3 + C) T�� ¢ r N �� L�Z > �� >� `r >'n'nIT N 1 rnp 1 N 41r��( w� a+o� >w IN = > •- > W<I Z ¢� D¢ QI O e[ Q, D Q Q, p Q JJ I o0 O� ' O J_I D_' Jcn p W �- !- I- H H F- H Ci li O Z CV t�: Q¢ p Q ¢ L� I a to w t to VA c� to to 1 t� to to i t� to N , �- ( F-1 u)- NN 5 I N tVN �N�i uj as ( ( 20 N i 20' I 20' 1 m o0 1 ¢ -1-4 17 , 18 , 19 �� i 30'� 30' 1 W ; ^ (22 0 Z UU I H t= 0 C40 -:d v �F KENDRA STREET c W v �� 21 f I ('�� I-' r 1-!r� r SEE SHEET 5 to w tnln U �O ?? MO rn rn AUSSIE AVENUE SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 8" SEWER CURVE TABLE WALKABOUT DRIVE CURVE RADIUS LENGTH TANGENT DELTA 1 300.00' 160.33' 82.13' 30'37'14" Q 280.00' 149.63' 76.65' 30'37'07" 3 320.00' 171.03' 87.61' 30'37'20" 4 20.00' 31.42' 20.00' 90'00'06" Q 20.00 31.42' 20.00' 90'00'00" 6 20.00' 31.42' 20.00' 90'00'11" Q 20.00' 31.41' 20.00' 89'5949" *J 2 J Rq/At 18" DRAIN i o o in FL _ 14+00 124 p GRAIN 15+00_ _ p N n { 16+00 Q 17+00 18+00 1 2 N M D S89 30 39 E 19+00 -S89-30'39"E- --I - - - -1 - -292.65' - -F - - - - -+ - 8" SEWERS s s s - - S f - - - I FL o o z N M 3 3 Of � T o O)� - -- � I R/w �I LL ®N ® -- j- ecff ____ __ �q __ �-' NI ^I ,I_' SII ``r L` '`1 1 2 �I } �, 1 } �, } z w col to to i Il co to ¢ M ¢ � o Q N ¢ LNA ¢ 000 o ¢ 3 ¢ o a}c ^ cv l r l� >` 1 j+I Hc9 La 3 + +I w + +� LLJ3 + +I 3 + C) T�� ¢ r N �� L�Z > �� >� `r >'n'nIT N 1 rnp 1 N 41r��( w� a+o� >w IN = > •- > W<I Z ¢� D¢ QI O e[ Q, D Q Q, p Q JJ I o0 O� ' O J_I D_' Jcn p W �- !- I- H H F- H Ci li O Z CV t�: Q¢ p Q ¢ L� I a to w t to VA c� to to 1 t� to to i t� to N , �- ( F-1 u)- NN 5 I N tVN �N�i uj as ( ( 20 N i 20' I 20' 1 m o0 1 ¢ -1-4 17 , 18 , 19 �� i 30'� 30' 1 W ; ^ (22 0 Z UU I H t= 0 C40 -:d v �F KENDRA STREET c W v �� 21 f I ('�� I-' r 1-!r� r SEE SHEET 5 to w tnln U �O ?? MO rn rn AUSSIE AVENUE SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 8" SEWER WALKABOUT DRIVE SEE TRACT 6209 -PHASE 1 STREET IMPROVEMENT PLANS IIO I II •SII II J Xtwnil j REMOVE AND REUSE J¢ x ¢O I - II 1 0 EX. TYPE tll BARRICADE c�3 p w¢ i II 0011 1 inY i II i 31 II ZY f=U 0 -1 o ja I IIEXIST. CURBI i I I F X� of N o ¢ 3, I I& GU R -� PHASE o oo w 00 ¢ N 5 i o�OUNDARY z -i J 3 J Uli 2 J -] J 1 -i -� VU I II N N O Q Li cli 04_O LL �� Z rnr- � W � J, m 4J 004 Y 00 m4 tb 0000 p N °' 20 20' v � > > v LL Q �! m ++ ¢ cn ;;I¢ � W N00 i 00ao � ++ I 3O' I 30' I NN �Z NN � ¢ rn' �� O OI> N� m= Z -i 0 ¢ ¢ ¢ > O N N lr d' NN Z 131: �0 co28 ++ (J ?m NN U O ¢ ¢Io ¢U �� t� N� NN Uof v NN ? O �¢-.1 U t~l1N NI t� N t~/11C� t~!fm tntn IN � Ld it 2 W � to N Z to + I -1 toj N ® 3 oQ © wti 7 Z0I 457.36' 21+00 S89'30'39"E 22+00 131.42 S-- s En 8"sSEWER 8" SEWER W J _ J � �R W 0`� co I to to 1 O to tp 1 to to Co O Z 3 �a'1 o �1 0 ¢ o Ni ¢ ,rl- o0 3 io 3 3 Cc) 0o ma > t>0 m I > O+i R. rn l N L,.l O o+ w O N , N 2/ \ N W -� JJ N N N (O J J W O J o i¢_ I r¢ I ci Li o i o Q v 1 0 1 6 Li ci _j o_ 3 c to N I c3' cn N 1 Y N tV c� cn to c� c~n ( 1 W W 1p IPtm tri o to Q (DID NN I 5' NN ¢ AR -"R 23 124 I �,� 126 00� i 20' 20' _.�_._Szm ++ 25 ++ m o to L ��� NN I 3O 30' NN 14 �mNN �N � �� WALKABOUT DRIVE � I¢� p a dd °0 to rn SEE SHEET 5 w to to w V)cn r' Hfl-\ v r 4f A REVISION APPROVED BY: ROGER A. McINTOSH DATE R.C.E. 33322 EXP. 06/30/16 REVISION ` APPROVED BY: I� MA IAN SHAW C.E. IV DATE R.C.E. 32178 EXP. 12/31/14 74 1 z 10000' VERTICAL CUR M 72 "' tp U > M 70' \ I z W ,I L� ao w j �I �WW.I Y (A pr) M� NM - W J CQ C.7 ~ U OD i W 4v CV N M Fr tMp tM0 N O 06 W V CC77 t -ijO M '�t OD Q K% �o 00 C. m n dy M M I- ��+mz Asm N -! pj [O M co j OCOD M `Y• w I j j I j j I + N 366 O J .LI. M W (i. 1 W N I� Q W Jwj W m W W L�'i N + m Uli l+j jLLj Q O JIIW > 00 'ISM t� W IIW W l - N V) OOp IL W Y I'Z0 47; M Z UWW W 00 c6 - 00 OD p�p UWw O V cli 4 4 Q' ¢I 1�� eh N U � pd ¢ 64 XUi= O[Otp ¢td0 Z� J j Into 't 1 ^ 2 J c; U j U �t N U 3 '? - Z H .. W M M W M M N 1.aJ -3 j \ W In OWW++j } M m m N m�ajJp N j j j j MJ - ---- -- -- m a LLI - ZZ OOW O w NLi M W W IW W W + p W Ali -'^ - - w _j + Q v U pr+jJN + W WIjJ I�'iww �JN APPROXIMATE EXIST. �� -- ---- - -- -- 25 --- - ---- 62 owa ►-r X o I- v~i Q �� . I � �� � S, S 0.51% ami tntnw U dna a s ' N Q dna cj ¢ FO W U H L -O W 6--------- - - _ w v~i (jII tnZp to M W to fnZO - _ - - 3 S=-0.43% EXIST. CURB &%GUTTER S=-0. 1% 1 SEE 1R.' 5310-P ,. 1 - - - ` - - - ' S=-0. % S=0 % P OPOSED NORTH OWUNE 58;11 p MAI dr - NS I 374 372 370 368 366 364 362 360 358 356 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 100. ' VERTICAL CURVE N VE RTICAL C JRVE L� OI cc MLJ M M > W W Jr :plilllc�>IV e� O M LLI =3 CDM OO j co cn [� Oi m J m ,� M M M L0 co Ai i--• I M t7 N t0 m N J M j M MYW M M M M tpci nj t�LLJ > WW Wm WW m J W U J j w W OWJ ,J J W O F 0 In W Y N N m 0 CJtiOO ¢ W Z m U W W W W I M " j O U' �% 4 4 a 4 4 U V) O Zrn OOf� W Y I Z M N In w N J c% N M r'%i M j Lq j W ^ C 3 CU j b U d- N C.0 3 1 7 N U Z H W3XLn 00M M m M m<� .p M j j> -¢ W L`'l a Q - Z LLI Z W +m> O m N + = C .� M cq + J -I 0 4 m d d LJ o - - - - - - cn 9 Sly, 2�O+iJm} W F- M •M to t0• W W W ZI �% N MILI Ni -- --- - - -- -- -- 1 - - -- ---- �mgNNw a N U?a w w GROU D ®CEN RUNE r tri - CJ ¢ d N cS� ___ w v~i in c�atn p - - - - - - oo to MiTt $ 25% _-- S= 0.20% - _ - r S=- .33% _ - - - - EXIST.CURB GUTTE-7T-p-Rn - - - - -`_UM imir - - S=-0.2 r S 0.25% S=0.51 I S=0.51 PROPOSED SOUTH OWUNE STR T IMPR ILANS 10+00 11+00 12+00 LEGEND: LEGEND: Com) ABBREVIATIONS Rt -1 F.L. FLOWLINE POVC POINT ON VERTICAL CURVE i FURNISH &INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: C.L. CENTERLINE BVC BEGIN VERTICAL CURVE "R1-1" -STOP -W31(" -CURVE ARROW "R4-7" -KEEP RIGHT "VV31(CA)" -END ELEV ELEVATION EVC END VERTICAL CURVE "R6-1" - ONE WAY "w3-3" - SIGNAL AHEAD BCR BEGIN CURB RETURN PI POINT OF INTERSECTION "R5-1" - DO NOT ENTER r r ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE "R26 CA " - NO PARKING WI4-1 - NOTA THROUGH STREET BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE "R3 -5R) - RIGHT TURN ONLY -WI-7- - NO OUTLET -WI-7- -DOUBLE ARROW EC END CURVE TC TOP OF CURB "R81(CA)" - BIKE LANE "w1_6" - SINGLE ARROW PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT - - D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS OF VERTICAL CURVE FC FINISH CONCRETE F.O.C. FACE OF CURB FC RIGHT-OF-WAY - ' 13 EXISTING STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. 0 STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS EXISTING SURVEY MONUMENT CATCH BASIN - UNLEESS NOTED OTHERWISE PER C.O.B. STD. D-14 FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T -i. s SEWER -REFER TO SEWER &STORM DRAIN PLANS --------s EXISTING SEWER - REFER TO SEWER & STORM DRAIN PLANS FURNISH &INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. �- FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. STD. ST -14. 0 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. STD. ST -14. �• -1l � NEW EDGE OF PAVEMENT TRACT BOUNDARY PHASELINE 13+00 itinfil] iPallil] 11=111x1 it;=1A1 LEGEND: (CONT.) CONSTRUCTION NOTES: - - - - - - - - - - - PROPOSED SAWCUT LIMIT LINE0 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. O1 CURVE NUMBER FOR CURVE DESCRIPTION O CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3. O1 TAPER NUMBER FOR TAPER DESCRIPTION CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL 3 UNITS STANDARD PLAN RSP A88A CASE A. Q ITEM OF WORK - SEE SCHEDULE CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS O4 CONSTRUCT 12' BOTTOM WIDTH DRIVEWAY W/3' WINGS PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) PER C.O.B. STD. ST -4. SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY THE CITY SECTION DESIGNATION: O SECTION LETTER ENGINEER/DESIGN ENGINEER. A CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -7. COMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND 2 GUTTER LIP TO A DEPTH OF 12". SHEET MLW sEcnoH Is sHOvrrl O INSTALL TYPE III BARRICADE WITH W-31 (CA) SIGN WITH OM4-3 7 MARKER AT PHASE BOUNDARY OF TRACT. IF ADJACENT PHASE IS NOT CONSTRUCTED AT SAME TIME, REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. O8 INSTALL TYPE "F" DELINEATORS - 5 EQUALLY SPACED. Al le. -j SAWCUT PORTION OF EXISTING CURB & GUTTER TO CONSTRUCT NEW DRIVEWAY LOT NO. 4. r4Uxlx1 NOTES: 1. FOR SEWER AND STORM DRAIN CONSTRUCTION, SEE SEWER AND STORM DRAIN PLANS FOR DETAILS. 2. LOCAL STREETS PAVEMENT TO BE: A. FOR AUSSIE AVEUNE: TEMPORARY PAVEMENT FROM STA. 9+99.99 C.L. TO STA. 12+33.39 C.L. 0.20' TYPE "B" A.G. OVER COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY. PERMANENT PAVEMENT: FROM STA. 12+33.39 C.L. TO STA. 22+52.70 C.L 0.20' TYPE "B" A.C. OVER 0.75' CL 2 AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. B. FOR ALICE SPRINGS ' AVENUE AND WALKABOUT DRIVE: 0.20' TYPE "B" A.C. OVER 0.75' CL 2 AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. C. FOR KENDRA STREET, KINGSCROSS AVENUE, WALLABY COURT AND STRAWBRIDGE COURT 0.20' TYPE "B" A.C. OVER 0.65' CL 2 AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14 UNLESS NOTED OTHERWISE. 22+00 374 372 370 368 366 364 362 360 358 356 374 372 370 368 366 364 362 360 358 or -z 7 -ry FAA5E oto Ly PgASE 3 0141,Y PAQ.CEL, 2 Of Pt-41IOW/• Z 93 NA5E 2 DNz�q 0) 0 M H cy) Q 0of� Z O I Q J w000 o W t0 O (n .. N w W Y a m } OW O tO N W N W C-> Q a f2 0 w W � � g ZU U ~ O_ Y v w In WwWZ 5�U> 0 Of N m N (rima oorm v ci I r -i Q: ck: rn w w W N W W O m ssoCk- W W Of u- 0 -to 0 oo� oo� 1L Z W Lu LLI IL cc 2 Z E" W W UJI- CO Z °C N W 0 co W _ 4 w a w "IC o mai M O z 0 a � � o F- o a' I c W W N to LL0 WALKABOUT DRIVE SEE TRACT 6209 -PHASE 1 STREET IMPROVEMENT PLANS IIO I II •SII II J Xtwnil j REMOVE AND REUSE J¢ x ¢O I - II 1 0 EX. TYPE tll BARRICADE c�3 p w¢ i II 0011 1 inY i II i 31 II ZY f=U 0 -1 o ja I IIEXIST. CURBI i I I F X� of N o ¢ 3, I I& GU R -� PHASE o oo w 00 ¢ N 5 i o�OUNDARY z -i J 3 J Uli 2 J -] J 1 -i -� VU I II N N O Q Li cli 04_O LL �� Z rnr- � W � J, m 4J 004 Y 00 m4 tb 0000 p N °' 20 20' v � > > v LL Q �! m ++ ¢ cn ;;I¢ � W N00 i 00ao � ++ I 3O' I 30' I NN �Z NN � ¢ rn' �� O OI> N� m= Z -i 0 ¢ ¢ ¢ > O N N lr d' NN Z 131: �0 co28 ++ (J ?m NN U O ¢ ¢Io ¢U �� t� N� NN Uof v NN ? O �¢-.1 U t~l1N NI t� N t~/11C� t~!fm tntn IN � Ld it 2 W � to N Z to + I -1 toj N ® 3 oQ © wti 7 Z0I 457.36' 21+00 S89'30'39"E 22+00 131.42 S-- s En 8"sSEWER W J _ J � �R W 0`� co I to to 1 O to tp 1 to to Co O Z 3 �a'1 o �1 0 ¢ o Ni ¢ ,rl- o0 3 io 3 3 Cc) 0o ma > t>0 m I > O+i R. rn l N L,.l O o+ w O N , N 2/ \ N W -� JJ N N N (O J J W O J o i¢_ I r¢ I ci Li o i o Q v 1 0 1 6 Li ci _j o_ 3 c to N I c3' cn N 1 Y N tV c� cn to c� c~n ( 1 W W 1p IPtm tri o to Q (DID NN I 5' NN ¢ AR -"R 23 124 I �,� 126 00� i 20' 20' _.�_._Szm ++ 25 ++ m o to L ��� NN I 3O 30' NN 14 �mNN �N � �� WALKABOUT DRIVE � I¢� p a dd °0 to rn SEE SHEET 5 w to to w V)cn r' Hfl-\ v r 4f A REVISION APPROVED BY: ROGER A. McINTOSH DATE R.C.E. 33322 EXP. 06/30/16 REVISION ` APPROVED BY: I� MA IAN SHAW C.E. IV DATE R.C.E. 32178 EXP. 12/31/14 74 1 z 10000' VERTICAL CUR M 72 "' tp U > M 70' \ I z W ,I L� ao w j �I �WW.I Y (A pr) M� NM - W J CQ C.7 ~ U OD i W 4v CV N M Fr tMp tM0 N O 06 W V CC77 t -ijO M '�t OD Q K% �o 00 C. m n dy M M I- ��+mz Asm N -! pj [O M co j OCOD M `Y• w I j j I j j I + N 366 O J .LI. M W (i. 1 W N I� Q W Jwj W m W W L�'i N + m Uli l+j jLLj Q O JIIW > 00 'ISM t� W IIW W l - N V) OOp IL W Y I'Z0 47; M Z UWW W 00 c6 - 00 OD p�p UWw O V cli 4 4 Q' ¢I 1�� eh N U � pd ¢ 64 XUi= O[Otp ¢td0 Z� J j Into 't 1 ^ 2 J c; U j U �t N U 3 '? - Z H .. W M M W M M N 1.aJ -3 j \ W In OWW++j } M m m N m�ajJp N j j j j MJ - ---- -- -- m a LLI - ZZ OOW O w NLi M W W IW W W + p W Ali -'^ - - w _j + Q v U pr+jJN + W WIjJ I�'iww �JN APPROXIMATE EXIST. �� -- ---- - -- -- 25 --- - ---- 62 owa ►-r X o I- v~i Q �� . I � �� � S, S 0.51% ami tntnw U dna a s ' N Q dna cj ¢ FO W U H L -O W 6--------- - - _ w v~i (jII tnZp to M W to fnZO - _ - - 3 S=-0.43% EXIST. CURB &%GUTTER S=-0. 1% 1 SEE 1R.' 5310-P ,. 1 - - - ` - - - ' S=-0. % S=0 % P OPOSED NORTH OWUNE 58;11 p MAI dr - NS I 374 372 370 368 366 364 362 360 358 356 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 100. ' VERTICAL CURVE N VE RTICAL C JRVE L� OI cc MLJ M M > W W Jr :plilllc�>IV e� O M LLI =3 CDM OO j co cn [� Oi m J m ,� M M M L0 co Ai i--• I M t7 N t0 m N J M j M MYW M M M M tpci nj t�LLJ > WW Wm WW m J W U J j w W OWJ ,J J W O F 0 In W Y N N m 0 CJtiOO ¢ W Z m U W W W W I M " j O U' �% 4 4 a 4 4 U V) O Zrn OOf� W Y I Z M N In w N J c% N M r'%i M j Lq j W ^ C 3 CU j b U d- N C.0 3 1 7 N U Z H W3XLn 00M M m M m<� .p M j j> -¢ W L`'l a Q - Z LLI Z W +m> O m N + = C .� M cq + J -I 0 4 m d d LJ o - - - - - - cn 9 Sly, 2�O+iJm} W F- M •M to t0• W W W ZI �% N MILI Ni -- --- - - -- -- -- 1 - - -- ---- �mgNNw a N U?a w w GROU D ®CEN RUNE r tri - CJ ¢ d N cS� ___ w v~i in c�atn p - - - - - - oo to MiTt $ 25% _-- S= 0.20% - _ - r S=- .33% _ - - - - EXIST.CURB GUTTE-7T-p-Rn - - - - -`_UM imir - - S=-0.2 r S 0.25% S=0.51 I S=0.51 PROPOSED SOUTH OWUNE STR T IMPR ILANS 10+00 11+00 12+00 LEGEND: LEGEND: Com) ABBREVIATIONS Rt -1 F.L. FLOWLINE POVC POINT ON VERTICAL CURVE i FURNISH &INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: C.L. CENTERLINE BVC BEGIN VERTICAL CURVE "R1-1" -STOP -W31(" -CURVE ARROW "R4-7" -KEEP RIGHT "VV31(CA)" -END ELEV ELEVATION EVC END VERTICAL CURVE "R6-1" - ONE WAY "w3-3" - SIGNAL AHEAD BCR BEGIN CURB RETURN PI POINT OF INTERSECTION "R5-1" - DO NOT ENTER r r ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE "R26 CA " - NO PARKING WI4-1 - NOTA THROUGH STREET BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE "R3 -5R) - RIGHT TURN ONLY -WI-7- - NO OUTLET -WI-7- -DOUBLE ARROW EC END CURVE TC TOP OF CURB "R81(CA)" - BIKE LANE "w1_6" - SINGLE ARROW PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT - - D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS OF VERTICAL CURVE FC FINISH CONCRETE F.O.C. FACE OF CURB FC RIGHT-OF-WAY - ' 13 EXISTING STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. 0 STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS EXISTING SURVEY MONUMENT CATCH BASIN - UNLEESS NOTED OTHERWISE PER C.O.B. STD. D-14 FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T -i. s SEWER -REFER TO SEWER &STORM DRAIN PLANS --------s EXISTING SEWER - REFER TO SEWER & STORM DRAIN PLANS FURNISH &INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. �- FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. STD. ST -14. 0 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. STD. ST -14. �• -1l � NEW EDGE OF PAVEMENT TRACT BOUNDARY PHASELINE 13+00 itinfil] iPallil] 11=111x1 it;=1A1 LEGEND: (CONT.) CONSTRUCTION NOTES: - - - - - - - - - - - PROPOSED SAWCUT LIMIT LINE0 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. O1 CURVE NUMBER FOR CURVE DESCRIPTION O CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3. O1 TAPER NUMBER FOR TAPER DESCRIPTION CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL 3 UNITS STANDARD PLAN RSP A88A CASE A. Q ITEM OF WORK - SEE SCHEDULE CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS O4 CONSTRUCT 12' BOTTOM WIDTH DRIVEWAY W/3' WINGS PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) PER C.O.B. STD. ST -4. SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY THE CITY SECTION DESIGNATION: O SECTION LETTER ENGINEER/DESIGN ENGINEER. A CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -7. COMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND 2 GUTTER LIP TO A DEPTH OF 12". SHEET MLW sEcnoH Is sHOvrrl O INSTALL TYPE III BARRICADE WITH W-31 (CA) SIGN WITH OM4-3 7 MARKER AT PHASE BOUNDARY OF TRACT. IF ADJACENT PHASE IS NOT CONSTRUCTED AT SAME TIME, REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. O8 INSTALL TYPE "F" DELINEATORS - 5 EQUALLY SPACED. Al le. -j SAWCUT PORTION OF EXISTING CURB & GUTTER TO CONSTRUCT NEW DRIVEWAY LOT NO. 4. r4Uxlx1 NOTES: 1. FOR SEWER AND STORM DRAIN CONSTRUCTION, SEE SEWER AND STORM DRAIN PLANS FOR DETAILS. 2. LOCAL STREETS PAVEMENT TO BE: A. FOR AUSSIE AVEUNE: TEMPORARY PAVEMENT FROM STA. 9+99.99 C.L. TO STA. 12+33.39 C.L. 0.20' TYPE "B" A.G. OVER COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY. PERMANENT PAVEMENT: FROM STA. 12+33.39 C.L. TO STA. 22+52.70 C.L 0.20' TYPE "B" A.C. OVER 0.75' CL 2 AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. B. FOR ALICE SPRINGS ' AVENUE AND WALKABOUT DRIVE: 0.20' TYPE "B" A.C. OVER 0.75' CL 2 AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. C. FOR KENDRA STREET, KINGSCROSS AVENUE, WALLABY COURT AND STRAWBRIDGE COURT 0.20' TYPE "B" A.C. OVER 0.65' CL 2 AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14 UNLESS NOTED OTHERWISE. 22+00 374 372 370 368 366 364 362 360 358 356 374 372 370 368 366 364 362 360 358 or -z 7 -ry FAA5E oto Ly PgASE 3 0141,Y PAQ.CEL, 2 Of Pt-41IOW/• Z 93 NA5E 2 DNz�q 0) 0 M H cy) Q 0of� Z O I Q J w000 o W t0 O (n .. N w W Y a m } OW O tO N W N W C-> Q a f2 0 w W � � g ZU U ~ O_ Y v w In WwWZ 5�U> 0 Of N m N (rima oorm v ci I r -i Q: ck: rn w w W N W W O m ssoCk- W W Of u- 0 -to 0 oo� oo� 1L Z W Lu LLI IL cc 2 Z E" W W UJI- CO Z °C N W 0 co W _ 4 w a w "IC o mai M O z 0 a � � o F- o a' I c W W N to LL0 374 372 370 368 366 364 362 360 358 356 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 100. ' VERTICAL CURVE N VE RTICAL C JRVE L� OI cc MLJ M M > W W Jr :plilllc�>IV e� O M LLI =3 CDM OO j co cn [� Oi m J m ,� M M M L0 co Ai i--• I M t7 N t0 m N J M j M MYW M M M M tpci nj t�LLJ > WW Wm WW m J W U J j w W OWJ ,J J W O F 0 In W Y N N m 0 CJtiOO ¢ W Z m U W W W W I M " j O U' �% 4 4 a 4 4 U V) O Zrn OOf� W Y I Z M N In w N J c% N M r'%i M j Lq j W ^ C 3 CU j b U d- N C.0 3 1 7 N U Z H W3XLn 00M M m M m<� .p M j j> -¢ W L`'l a Q - Z LLI Z W +m> O m N + = C .� M cq + J -I 0 4 m d d LJ o - - - - - - cn 9 Sly, 2�O+iJm} W F- M •M to t0• W W W ZI �% N MILI Ni -- --- - - -- -- -- 1 - - -- ---- �mgNNw a N U?a w w GROU D ®CEN RUNE r tri - CJ ¢ d N cS� ___ w v~i in c�atn p - - - - - - oo to MiTt $ 25% _-- S= 0.20% - _ - r S=- .33% _ - - - - EXIST.CURB GUTTE-7T-p-Rn - - - - -`_UM imir - - S=-0.2 r S 0.25% S=0.51 I S=0.51 PROPOSED SOUTH OWUNE STR T IMPR ILANS 10+00 11+00 12+00 LEGEND: LEGEND: Com) ABBREVIATIONS Rt -1 F.L. FLOWLINE POVC POINT ON VERTICAL CURVE i FURNISH &INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: C.L. CENTERLINE BVC BEGIN VERTICAL CURVE "R1-1" -STOP -W31(" -CURVE ARROW "R4-7" -KEEP RIGHT "VV31(CA)" -END ELEV ELEVATION EVC END VERTICAL CURVE "R6-1" - ONE WAY "w3-3" - SIGNAL AHEAD BCR BEGIN CURB RETURN PI POINT OF INTERSECTION "R5-1" - DO NOT ENTER r r ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE "R26 CA " - NO PARKING WI4-1 - NOTA THROUGH STREET BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE "R3 -5R) - RIGHT TURN ONLY -WI-7- - NO OUTLET -WI-7- -DOUBLE ARROW EC END CURVE TC TOP OF CURB "R81(CA)" - BIKE LANE "w1_6" - SINGLE ARROW PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT - - D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS OF VERTICAL CURVE FC FINISH CONCRETE F.O.C. FACE OF CURB FC RIGHT-OF-WAY - ' 13 EXISTING STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. 0 STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS EXISTING SURVEY MONUMENT CATCH BASIN - UNLEESS NOTED OTHERWISE PER C.O.B. STD. D-14 FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T -i. s SEWER -REFER TO SEWER &STORM DRAIN PLANS --------s EXISTING SEWER - REFER TO SEWER & STORM DRAIN PLANS FURNISH &INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. �- FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. STD. ST -14. 0 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. STD. ST -14. �• -1l � NEW EDGE OF PAVEMENT TRACT BOUNDARY PHASELINE 13+00 itinfil] iPallil] 11=111x1 it;=1A1 LEGEND: (CONT.) CONSTRUCTION NOTES: - - - - - - - - - - - PROPOSED SAWCUT LIMIT LINE0 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. O1 CURVE NUMBER FOR CURVE DESCRIPTION O CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3. O1 TAPER NUMBER FOR TAPER DESCRIPTION CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL 3 UNITS STANDARD PLAN RSP A88A CASE A. Q ITEM OF WORK - SEE SCHEDULE CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS O4 CONSTRUCT 12' BOTTOM WIDTH DRIVEWAY W/3' WINGS PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) PER C.O.B. STD. ST -4. SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY THE CITY SECTION DESIGNATION: O SECTION LETTER ENGINEER/DESIGN ENGINEER. A CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -7. COMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND 2 GUTTER LIP TO A DEPTH OF 12". SHEET MLW sEcnoH Is sHOvrrl O INSTALL TYPE III BARRICADE WITH W-31 (CA) SIGN WITH OM4-3 7 MARKER AT PHASE BOUNDARY OF TRACT. IF ADJACENT PHASE IS NOT CONSTRUCTED AT SAME TIME, REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. O8 INSTALL TYPE "F" DELINEATORS - 5 EQUALLY SPACED. Al le. -j SAWCUT PORTION OF EXISTING CURB & GUTTER TO CONSTRUCT NEW DRIVEWAY LOT NO. 4. r4Uxlx1 NOTES: 1. FOR SEWER AND STORM DRAIN CONSTRUCTION, SEE SEWER AND STORM DRAIN PLANS FOR DETAILS. 2. LOCAL STREETS PAVEMENT TO BE: A. FOR AUSSIE AVEUNE: TEMPORARY PAVEMENT FROM STA. 9+99.99 C.L. TO STA. 12+33.39 C.L. 0.20' TYPE "B" A.G. OVER COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY. PERMANENT PAVEMENT: FROM STA. 12+33.39 C.L. TO STA. 22+52.70 C.L 0.20' TYPE "B" A.C. OVER 0.75' CL 2 AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. B. FOR ALICE SPRINGS ' AVENUE AND WALKABOUT DRIVE: 0.20' TYPE "B" A.C. OVER 0.75' CL 2 AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. C. FOR KENDRA STREET, KINGSCROSS AVENUE, WALLABY COURT AND STRAWBRIDGE COURT 0.20' TYPE "B" A.C. OVER 0.65' CL 2 AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14 UNLESS NOTED OTHERWISE. 22+00 374 372 370 368 366 364 362 360 358 356 374 372 370 368 366 364 362 360 358 or -z 7 -ry FAA5E oto Ly PgASE 3 0141,Y PAQ.CEL, 2 Of Pt-41IOW/• Z 93 NA5E 2 DNz�q 0) 0 M H cy) Q 0of� Z O I Q J w000 o W t0 O (n .. N w W Y a m } OW O tO N W N W C-> Q a f2 0 w W � � g ZU U ~ O_ Y v w In WwWZ 5�U> 0 Of N m N (rima oorm v ci I r -i Q: ck: rn w w W N W W O m ssoCk- W W Of u- 0 -to 0 oo� oo� 1L Z W Lu LLI IL cc 2 Z E" W W UJI- CO Z °C N W 0 co W _ 4 w a w "IC o mai M O z 0 a � � o F- o a' I c W W N to LL0 10+00 11+00 12+00 LEGEND: LEGEND: Com) ABBREVIATIONS Rt -1 F.L. FLOWLINE POVC POINT ON VERTICAL CURVE i FURNISH &INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: C.L. CENTERLINE BVC BEGIN VERTICAL CURVE "R1-1" -STOP -W31(" -CURVE ARROW "R4-7" -KEEP RIGHT "VV31(CA)" -END ELEV ELEVATION EVC END VERTICAL CURVE "R6-1" - ONE WAY "w3-3" - SIGNAL AHEAD BCR BEGIN CURB RETURN PI POINT OF INTERSECTION "R5-1" - DO NOT ENTER r r ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE "R26 CA " - NO PARKING WI4-1 - NOTA THROUGH STREET BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE "R3 -5R) - RIGHT TURN ONLY -WI-7- - NO OUTLET -WI-7- -DOUBLE ARROW EC END CURVE TC TOP OF CURB "R81(CA)" - BIKE LANE "w1_6" - SINGLE ARROW PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT - - D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS OF VERTICAL CURVE FC FINISH CONCRETE F.O.C. FACE OF CURB FC RIGHT-OF-WAY - ' 13 EXISTING STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. 0 STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS EXISTING SURVEY MONUMENT CATCH BASIN - UNLEESS NOTED OTHERWISE PER C.O.B. STD. D-14 FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T -i. s SEWER -REFER TO SEWER &STORM DRAIN PLANS --------s EXISTING SEWER - REFER TO SEWER & STORM DRAIN PLANS FURNISH &INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. �- FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. STD. ST -14. 0 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. STD. ST -14. �• -1l � NEW EDGE OF PAVEMENT TRACT BOUNDARY PHASELINE 13+00 itinfil] iPallil] 11=111x1 it;=1A1 LEGEND: (CONT.) CONSTRUCTION NOTES: - - - - - - - - - - - PROPOSED SAWCUT LIMIT LINE0 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. O1 CURVE NUMBER FOR CURVE DESCRIPTION O CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3. O1 TAPER NUMBER FOR TAPER DESCRIPTION CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL 3 UNITS STANDARD PLAN RSP A88A CASE A. Q ITEM OF WORK - SEE SCHEDULE CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS O4 CONSTRUCT 12' BOTTOM WIDTH DRIVEWAY W/3' WINGS PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) PER C.O.B. STD. ST -4. SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY THE CITY SECTION DESIGNATION: O SECTION LETTER ENGINEER/DESIGN ENGINEER. A CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -7. COMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND 2 GUTTER LIP TO A DEPTH OF 12". SHEET MLW sEcnoH Is sHOvrrl O INSTALL TYPE III BARRICADE WITH W-31 (CA) SIGN WITH OM4-3 7 MARKER AT PHASE BOUNDARY OF TRACT. IF ADJACENT PHASE IS NOT CONSTRUCTED AT SAME TIME, REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. O8 INSTALL TYPE "F" DELINEATORS - 5 EQUALLY SPACED. Al le. -j SAWCUT PORTION OF EXISTING CURB & GUTTER TO CONSTRUCT NEW DRIVEWAY LOT NO. 4. r4Uxlx1 NOTES: 1. FOR SEWER AND STORM DRAIN CONSTRUCTION, SEE SEWER AND STORM DRAIN PLANS FOR DETAILS. 2. LOCAL STREETS PAVEMENT TO BE: A. FOR AUSSIE AVEUNE: TEMPORARY PAVEMENT FROM STA. 9+99.99 C.L. TO STA. 12+33.39 C.L. 0.20' TYPE "B" A.G. OVER COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY. PERMANENT PAVEMENT: FROM STA. 12+33.39 C.L. TO STA. 22+52.70 C.L 0.20' TYPE "B" A.C. OVER 0.75' CL 2 AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. B. FOR ALICE SPRINGS ' AVENUE AND WALKABOUT DRIVE: 0.20' TYPE "B" A.C. OVER 0.75' CL 2 AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. C. FOR KENDRA STREET, KINGSCROSS AVENUE, WALLABY COURT AND STRAWBRIDGE COURT 0.20' TYPE "B" A.C. OVER 0.65' CL 2 AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14 UNLESS NOTED OTHERWISE. 22+00 374 372 370 368 366 364 362 360 358 356 374 372 370 368 366 364 362 360 358 or -z 7 -ry FAA5E oto Ly PgASE 3 0141,Y PAQ.CEL, 2 Of Pt-41IOW/• Z 93 NA5E 2 DNz�q 0) 0 M H cy) Q 0of� Z O I Q J w000 o W t0 O (n .. N w W Y a m } OW O tO N W N W C-> Q a f2 0 w W � � g ZU U ~ O_ Y v w In WwWZ 5�U> 0 Of N m N (rima oorm v ci I r -i Q: ck: rn w w W N W W O m ssoCk- W W Of u- 0 -to 0 oo� oo� 1L Z W Lu LLI IL cc 2 Z E" W W UJI- CO Z °C N W 0 co W _ 4 w a w "IC o mai M O z 0 a � � o F- o a' I c W W N to LL0 13+00 itinfil] iPallil] 11=111x1 it;=1A1 LEGEND: (CONT.) CONSTRUCTION NOTES: - - - - - - - - - - - PROPOSED SAWCUT LIMIT LINE0 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. O1 CURVE NUMBER FOR CURVE DESCRIPTION O CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3. O1 TAPER NUMBER FOR TAPER DESCRIPTION CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL 3 UNITS STANDARD PLAN RSP A88A CASE A. Q ITEM OF WORK - SEE SCHEDULE CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS O4 CONSTRUCT 12' BOTTOM WIDTH DRIVEWAY W/3' WINGS PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) PER C.O.B. STD. ST -4. SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY THE CITY SECTION DESIGNATION: O SECTION LETTER ENGINEER/DESIGN ENGINEER. A CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -7. COMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND 2 GUTTER LIP TO A DEPTH OF 12". SHEET MLW sEcnoH Is sHOvrrl O INSTALL TYPE III BARRICADE WITH W-31 (CA) SIGN WITH OM4-3 7 MARKER AT PHASE BOUNDARY OF TRACT. IF ADJACENT PHASE IS NOT CONSTRUCTED AT SAME TIME, REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. O8 INSTALL TYPE "F" DELINEATORS - 5 EQUALLY SPACED. Al le. -j SAWCUT PORTION OF EXISTING CURB & GUTTER TO CONSTRUCT NEW DRIVEWAY LOT NO. 4. r4Uxlx1 NOTES: 1. FOR SEWER AND STORM DRAIN CONSTRUCTION, SEE SEWER AND STORM DRAIN PLANS FOR DETAILS. 2. LOCAL STREETS PAVEMENT TO BE: A. FOR AUSSIE AVEUNE: TEMPORARY PAVEMENT FROM STA. 9+99.99 C.L. TO STA. 12+33.39 C.L. 0.20' TYPE "B" A.G. OVER COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY. PERMANENT PAVEMENT: FROM STA. 12+33.39 C.L. TO STA. 22+52.70 C.L 0.20' TYPE "B" A.C. OVER 0.75' CL 2 AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. B. FOR ALICE SPRINGS ' AVENUE AND WALKABOUT DRIVE: 0.20' TYPE "B" A.C. OVER 0.75' CL 2 AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. C. FOR KENDRA STREET, KINGSCROSS AVENUE, WALLABY COURT AND STRAWBRIDGE COURT 0.20' TYPE "B" A.C. OVER 0.65' CL 2 AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14 UNLESS NOTED OTHERWISE. 22+00 374 372 370 368 366 364 362 360 358 356 374 372 370 368 366 364 362 360 358 or -z 7 -ry FAA5E oto Ly PgASE 3 0141,Y PAQ.CEL, 2 Of Pt-41IOW/• Z 93 NA5E 2 DNz�q 0) 0 M H cy) Q 0of� Z O I Q J w000 o W t0 O (n .. N w W Y a m } OW O tO N W N W C-> Q a f2 0 w W � � g ZU U ~ O_ Y v w In WwWZ 5�U> 0 Of N m N (rima oorm v ci I r -i Q: ck: rn w w W N W W O m ssoCk- W W Of u- 0 -to 0 oo� oo� 1L Z W Lu LLI IL cc 2 Z E" W W UJI- CO Z °C N W 0 co W _ 4 w a w "IC o mai M O z 0 a � � o F- o a' I c W W N to LL0 r4Uxlx1 NOTES: 1. FOR SEWER AND STORM DRAIN CONSTRUCTION, SEE SEWER AND STORM DRAIN PLANS FOR DETAILS. 2. LOCAL STREETS PAVEMENT TO BE: A. FOR AUSSIE AVEUNE: TEMPORARY PAVEMENT FROM STA. 9+99.99 C.L. TO STA. 12+33.39 C.L. 0.20' TYPE "B" A.G. OVER COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY. PERMANENT PAVEMENT: FROM STA. 12+33.39 C.L. TO STA. 22+52.70 C.L 0.20' TYPE "B" A.C. OVER 0.75' CL 2 AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. B. FOR ALICE SPRINGS ' AVENUE AND WALKABOUT DRIVE: 0.20' TYPE "B" A.C. OVER 0.75' CL 2 AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. C. FOR KENDRA STREET, KINGSCROSS AVENUE, WALLABY COURT AND STRAWBRIDGE COURT 0.20' TYPE "B" A.C. OVER 0.65' CL 2 AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14 UNLESS NOTED OTHERWISE. 22+00 374 372 370 368 366 364 362 360 358 356 374 372 370 368 366 364 362 360 358 or -z 7 -ry FAA5E oto Ly PgASE 3 0141,Y PAQ.CEL, 2 Of Pt-41IOW/• Z 93 NA5E 2 DNz�q 0) 0 M H cy) Q 0of� Z O I Q J w000 o W t0 O (n .. N w W Y a m } OW O tO N W N W C-> Q a f2 0 w W � � g ZU U ~ O_ Y v w In WwWZ 5�U> 0 Of N m N (rima oorm v ci I r -i Q: ck: rn w w W N W W O m ssoCk- W W Of u- 0 -to 0 oo� oo� 1L Z W Lu LLI IL cc 2 Z E" W W UJI- CO Z °C N W 0 co W _ 4 w a w "IC o mai M O z 0 a � � o F- o a' I c W W N to LL0 1L Z W Lu LLI IL cc 2 Z E" W W UJI- CO Z °C N W 0 co W _ 4 w a w "IC o mai M O z 0 a � � o F- o a' I c W W N to LL0 I c W W N to LL0 cFsyQC�C A O�lT UNE TABLE LINE BEARING DISTANCE L1 S44 -31.07"E 15.77' rt I I A f L i- r% A� C2 N FQ- (n � P1 (AL.r WALKABOUT DRIVE . SEE SHEET 5 N„ , %A w w' l w w w 1-1 V Lm, , %o Lm ' SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 3761 _ ! , , ; , VE 76 OaTICALURVERTICAE CURVE VER ! I t } i rE i �r! { , - rn- i - r -----.}-- N- } 74374 > U o N' - L0 to O d __. ______.- - _.____ _-____-_ _ .-,__. 72372 °'edM O MW O � CF>.OO> m co i to �---_----_-___._ .__.____.._..�..______._______- __ .- .-__- - i._.-_.-_- O CO 370 . ar v I M JO -- -- ----- - - - ; - - - - -- t- p•� W j i L w i j M I 3 > O Q II j . J i W I i W W� J O J W > ;00 00 >' { ' O ] > M W J Z W J . J . W { J. m W (O W W t0 N ,O H O CO W U • j 1�W OJ m W d' •> W W ) I M I`� i r J �O of 0; '�I'� � J ' 'J N cq U U O W , -! - _. ___..7__-.____... __-._ _._..-_. _.__.-_._...____... _.____ W__..- i • i , ; , .-�. � , , ...-, ._�... ..�_.,..__,..._ ..: � W - _.� _ .. __ _.._. _._,.-.__ _ �- _-._ ^�. - _ - ..____._ �._. W -�, �-O N_. W _ pp'.__-._ .____. ____...,. _,. _. _ _ _.....__..y ..._ _ _..__.- _---._-. __ ._ _____-_..._ _ .-___._.�-- -_---___....._ .-_.__ _d � gip.-_._ 368 i� W ; w '� z mow-! i. �. o �� E_- o r� �I M o 0 0 _.AIN !__ 10 368 , t cfl to cn w U Y �., ; j ow 1.() 06 ,IOD t� COO CO c0 Z cfl i ^ w i M Q D •�+- O Q_ `; O ;M M M M M N O _.'_- !. i M M i : ' Q i f- d i i icD U' } O m Q tnJ ' W { _ i + (�j N W Z N �- ? i N '..>• to 1 .M OI O O' i O i Q i $ d e ; W > W 1 I� i + i9 > W aCl _ _ t _ , , , ; ; v ' 366 + + �, + �, ,+� m M . _� __ N_ J J J . J w _ _ __ _ _ _ __ ___. _._ _ _ J J J J - 366 ' �Z { 4 : t N_ N NJtn ' ? s CU U E + + w 'W 0� W w J J + W�� i �- W W i -O i + i FU- --w W > .> ;U i , O :W W Z ,� W W O N i 'N W W - wX o+ '`� i v a �` �� o APPROXIMATE EXIST. > ao = Q > d a a a wl :a a a 'M< 'F<- < z W + Q U dna a Q' GROUND CENTERLINE �` - i- - Y .- ' _ ¢ > <n C) ___-.--___-. __ cn d- __ .. _ _ 4 S Cn_LJ .fn_ _ _ _ _ . _ _ _ -. __,_ .. _'d-. N . � Q _ _ __ __ .._. __ ____ _ ._ ._ _ _.> _ __ _. _ - __-__. _- _ ._- . _.._.. __ __ .. __. _ __ _._ __. ___ _ _-. .. __. _ _ _,.__ . 4_ d N U ..__ i 364 .-.... -- . r t- �, moo +- _...... - - - E - ci m ;� U - 364 ~ Q j ao crn w cn a z w cn o - - - - - - - cri to M tai oo M w N ♦ ' r oo v~i M w i ear-Qr- a i - --- - - - - - - - ---- - -: WQ�� t- s r r -- - ----------- -- ---"------ - - - - i f , - � +I � r 1 QD f- N i i 362 � 4 _ � -- 62 4 S=0.25% _ 62%" - -r- t , -_--------�,-- _ ! , S=0.31%S=-0.257. i - i S = 0:25-%S' - 0.38% --0.37p 360 Y S i S 1 - --. - -_ - - - - --, - - - -- - - - - - - - - �S=-0.20% % � 18� PROPOSED ;NORTH FLOWLINE 60 EXIST. CURB & GUTTER i PROPOSED NORTH FLOWUNE TR."5310-PH.1358 , 1 ir I r i t !358STREET IMPROVEMENT PLANS i r : 7 I i i 356 .-_ _ _ _ _ _ _ _ _� __ _ .�...____.-=_...__._._ .._----_-.:__._.w.__..�.___-__. _.__,___`...__ --- ------- ._..-_-__-- __. _..____.._� __v.__.__._..___-._.__.._._.._..---____.__�.,.____--.____.______356 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 376 374 372 370 368 366 364 362 360 358 356 12 INTERSECTION STA. 23+21.66 C.L., KINGSCROSS AVE.= STA. 11+25.97 C.L., WALKABOUT DRIVE Co 10 M N Q CURVE TABLE 11+00 CURVE RADIUS LENGTH TANGENT DELTA Q 300.00' 235.58' 124.24' 44'59'32" Q 300.00' 105.79' 53.45' 20'12'16" 30 300.00' 129.79' 65.93' 2447'16" ® 280.00' 219.87' 115.96' 44'59'32" 5Q 20.00' 31.42' 20.00' 90'00'00" ® 320.00' 77.12' 38.75' 13'48'30" Q 20.00' 26.95' 15.96' 77'11'50" ® 20.00' 31.78' 20.37' 91'02'52" ® 320.00' 98.15' 49.46' 17'34'23" ® 20.00' 31.42' 20.00' 90'00'11" Q 20.00' 31.41' 20.00' 8959'49" C2 N FQ- (n � P1 (AL.r WALKABOUT DRIVE . SEE SHEET 5 N„ , %A w w' l w w w 1-1 V Lm, , %o Lm ' SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 3761 _ ! , , ; , VE 76 OaTICALURVERTICAE CURVE VER ! I t } i rE i �r! { , - rn- i - r -----.}-- N- } 74374 > U o N' - L0 to O d __. ______.- - _.____ _-____-_ _ .-,__. 72372 °'edM O MW O � CF>.OO> m co i to �---_----_-___._ .__.____.._..�..______._______- __ .- .-__- - i._.-_.-_- O CO 370 . ar v I M JO -- -- ----- - - - ; - - - - -- t- p•� W j i L w i j M I 3 > O Q II j . J i W I i W W� J O J W > ;00 00 >' { ' O ] > M W J Z W J . J . W { J. m W (O W W t0 N ,O H O CO W U • j 1�W OJ m W d' •> W W ) I M I`� i r J �O of 0; '�I'� � J ' 'J N cq U U O W , -! - _. ___..7__-.____... __-._ _._..-_. _.__.-_._...____... _.____ W__..- i • i , ; , .-�. � , , ...-, ._�... ..�_.,..__,..._ ..: � W - _.� _ .. __ _.._. _._,.-.__ _ �- _-._ ^�. - _ - ..____._ �._. W -�, �-O N_. W _ pp'.__-._ .____. ____...,. _,. _. _ _ _.....__..y ..._ _ _..__.- _---._-. __ ._ _____-_..._ _ .-___._.�-- -_---___....._ .-_.__ _d � gip.-_._ 368 i� W ; w '� z mow-! i. �. o �� E_- o r� �I M o 0 0 _.AIN !__ 10 368 , t cfl to cn w U Y �., ; j ow 1.() 06 ,IOD t� COO CO c0 Z cfl i ^ w i M Q D •�+- O Q_ `; O ;M M M M M N O _.'_- !. i M M i : ' Q i f- d i i icD U' } O m Q tnJ ' W { _ i + (�j N W Z N �- ? i N '..>• to 1 .M OI O O' i O i Q i $ d e ; W > W 1 I� i + i9 > W aCl _ _ t _ , , , ; ; v ' 366 + + �, + �, ,+� m M . _� __ N_ J J J . J w _ _ __ _ _ _ __ ___. _._ _ _ J J J J - 366 ' �Z { 4 : t N_ N NJtn ' ? s CU U E + + w 'W 0� W w J J + W�� i �- W W i -O i + i FU- --w W > .> ;U i , O :W W Z ,� W W O N i 'N W W - wX o+ '`� i v a �` �� o APPROXIMATE EXIST. > ao = Q > d a a a wl :a a a 'M< 'F<- < z W + Q U dna a Q' GROUND CENTERLINE �` - i- - Y .- ' _ ¢ > <n C) ___-.--___-. __ cn d- __ .. _ _ 4 S Cn_LJ .fn_ _ _ _ _ . _ _ _ -. __,_ .. _'d-. N . � Q _ _ __ __ .._. __ ____ _ ._ ._ _ _.> _ __ _. _ - __-__. _- _ ._- . _.._.. __ __ .. __. _ __ _._ __. ___ _ _-. .. __. _ _ _,.__ . 4_ d N U ..__ i 364 .-.... -- . r t- �, moo +- _...... - - - E - ci m ;� U - 364 ~ Q j ao crn w cn a z w cn o - - - - - - - cri to M tai oo M w N ♦ ' r oo v~i M w i ear-Qr- a i - --- - - - - - - - ---- - -: WQ�� t- s r r -- - ----------- -- ---"------ - - - - i f , - � +I � r 1 QD f- N i i 362 � 4 _ � -- 62 4 S=0.25% _ 62%" - -r- t , -_--------�,-- _ ! , S=0.31%S=-0.257. i - i S = 0:25-%S' - 0.38% --0.37p 360 Y S i S 1 - --. - -_ - - - - --, - - - -- - - - - - - - - �S=-0.20% % � 18� PROPOSED ;NORTH FLOWLINE 60 EXIST. CURB & GUTTER i PROPOSED NORTH FLOWUNE TR."5310-PH.1358 , 1 ir I r i t !358STREET IMPROVEMENT PLANS i r : 7 I i i 356 .-_ _ _ _ _ _ _ _ _� __ _ .�...____.-=_...__._._ .._----_-.:__._.w.__..�.___-__. _.__,___`...__ --- ------- ._..-_-__-- __. _..____.._� __v.__.__._..___-._.__.._._.._..---____.__�.,.____--.____.______356 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 376 374 372 370 368 366 364 362 360 358 356 12 INTERSECTION STA. 23+21.66 C.L., KINGSCROSS AVE.= STA. 11+25.97 C.L., WALKABOUT DRIVE Co 10 M N Q 15+00 16+00 17+00 LEGEND: CONT.) -- - - - - - - - - - PROPOSED SAWCUT LIMIT LINE O1 CURVE NUMBER FOR CURVE DESCRIPTION OTAPER NUMBER FOR TAPER DESCRIPTION ® ITEM OF WORK - SEE SCHEDULE CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) SECTION DESIGNATION: SECTION LETTER _2 SHEET WHERE SECTION IS SHAWN 18+00 19+00 20+00 21+00 22+00 23+00 CONSTRUCTION NOTES: 10+00 11+00 12+00 13+00 14+00 1. FOR LEGEND: LEGEND: (CONT.) AND 50 00' O Rt -1 FURNISH & INSTALL TRAFFIC SIGNS PER C.Q.B. STD. T-19: F.L. FLOWUNE POVC POINT ON VERTICAL CURVE i "R1-1" - STOP "�-1'CURVE ARROW C.L. CENTERLINE BVC ' Cn "R4-7" - KEEP RIGHT "W3 -END ) ELEV ELEVATION EVC END VERTICAL CURVE CONSTRUCT 12' BOTTOM WIDTH DRIVEWAY W/3' WINGS "R6-1' - ONE WAY "W3--33"" -SIGNAL AHEAD BCR BEGIN CURB RETURN PI POINT OF INTERSECTION "R5-1' - DO NOT ENTER "W14-1" - NOTA THROUGH STREET ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE 95% RELATIVE DENSITY. "R26 CA ' - NO PARKING ( ) "W14-2' - NO OUTLET BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE 5 "R3 -5R" - RIGHT TURN ONLY "W1-7' - DOUBLE ARROW EC END CURVE TC TOP OF CURB "R81(CA)' - BIKE LANE "V1-6" - SINGLE ARROW PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT -- D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS OF VERTICAL CURVE FC FINISH CONCRETE 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE 4VERTICACURVE FACE OF CURB R/W RIGHT-OF-WAY -' 0 EXISTING STORM DRAIN -REFER TO SEWER & STEM DRAIN PLANS Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. 0 STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS 0.20' TYPE "B" A.C. OVER 0.75' CL 2 AGGREGATE BASE OVER RTICAL AL CURVEzONSTRU CATCH BASIN - TYPE GS PER C.O.B. STD. D-14 @ EXISTING SURVEY MONUMENT 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE ESS NOTED OTHERWISE. FURNISH & INSTALL STREET NAME SIGN PER C.Q.B. STD. T-1. s SEWER - REFER TO SEWER & STORM DRAIN PLANS INSTALL TYPE "F" DELINEATORS - 5 EQUALLY SPACED. C. FOR KENDRA STREET, KINGSCROSS AVENUE, WALLABY COURT AND s - EXISTING SEWER REFER TO SEWER & STORM DRAIN PLANS FURNISH &INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. 0.20' TYPE "B" A.C. OVER 0.65' CL 2 AGGREGATE BASE OVER ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. -O- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. 0U DENSITY PER C.Q.B. STD. ST -9. U 3. ALL ® T -�- FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER` C.O.B. STD. ST -14. -- -� NEW EDGE OF PAVEMENT " = TRACT BOUNDARY PHASE LINE z > C) w o N N GUTTER Iqo r- ONSTRU T N N a mm 00 U U ONSTRU T 12' WI E CROS �n M W 00 �a = 00 17 cn� wOf N GUTTER W _C) O Of Of0 M d u� >�M � H CO o4-- Q 0 CD M M 0 _ w O O 00 F-( � La "rz N F �`> > IR, > oo in W = Q jo > � > M U J > M OU M W W o Q JMJ W W C7 W m M W NO O I--- N J W I" > N sqj W W J Z •>W J O to W d o W w Mod d 1 1 00 w J Ld W J . M Q O w O W CD Ld N ^W-� cD W CV UI m C 0 •� N •» M M j M M N d: I O ^ O W I W M Q U O I� }. U^ W W > O -f' tD CO �% t0 c0 U Z m¢ M W O O m O M UJ> W J W J LLI J + FW m+ + N � N U JN ~a r j J W �t U U U d d ZI fL' 4 Q I¢ + O+ - °' o r. � � ti `-M� 31 APPROXIMATE EXIST. > .> o> (3 d <r N d Y 0 a- C-4 't Q U) N N ? U d + I + a a• a�a a o a GR UND ENTERLI E a6 a Cl: i,.i m '- (n W w (n U m (n (!? c� ZO (n (1y la.l cn poomM W m �-+I MW ° -- - - - - - -- - - - - -- - - -- -- - -- - - - - -�- - -- -- - -- -- - -- (v~i -- - -- - - // - - = S -0.80% / S=O. 5% S=-0.25% S 0.25% s7.�- o.20� s= - C RB & G TTER _ PROPO FWI LOWEXIST. LINE STREET IMPROVE ENT PLANS 15+00 16+00 17+00 LEGEND: CONT.) -- - - - - - - - - - PROPOSED SAWCUT LIMIT LINE O1 CURVE NUMBER FOR CURVE DESCRIPTION OTAPER NUMBER FOR TAPER DESCRIPTION ® ITEM OF WORK - SEE SCHEDULE CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) SECTION DESIGNATION: SECTION LETTER _2 SHEET WHERE SECTION IS SHAWN 18+00 19+00 20+00 21+00 22+00 23+00 CONSTRUCTION NOTES: 10+00 11+00 12+00 13+00 14+00 1. FOR LEGEND: LEGEND: (CONT.) AND ABBREVIATIONS O Rt -1 FURNISH & INSTALL TRAFFIC SIGNS PER C.Q.B. STD. T-19: F.L. FLOWUNE POVC POINT ON VERTICAL CURVE i "R1-1" - STOP "�-1'CURVE ARROW C.L. CENTERLINE BVC BEGIN VERTICAL CURVE Cn "R4-7" - KEEP RIGHT "W3 -END ) ELEV ELEVATION EVC END VERTICAL CURVE CONSTRUCT 12' BOTTOM WIDTH DRIVEWAY W/3' WINGS "R6-1' - ONE WAY "W3--33"" -SIGNAL AHEAD BCR BEGIN CURB RETURN PI POINT OF INTERSECTION "R5-1' - DO NOT ENTER "W14-1" - NOTA THROUGH STREET ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE 95% RELATIVE DENSITY. "R26 CA ' - NO PARKING ( ) "W14-2' - NO OUTLET BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE 5 "R3 -5R" - RIGHT TURN ONLY "W1-7' - DOUBLE ARROW EC END CURVE TC TOP OF CURB "R81(CA)' - BIKE LANE "V1-6" - SINGLE ARROW PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT -- D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS OF VERTICAL CURVE FC FINISH CONCRETE 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE F.O.C. FACE OF CURB R/W RIGHT-OF-WAY -' 0 EXISTING STORM DRAIN -REFER TO SEWER & STEM DRAIN PLANS Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. 0 STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS 0.20' TYPE "B" A.C. OVER 0.75' CL 2 AGGREGATE BASE OVER IS NOT CONSTRUCTED AT SAME TIME, REMOVE AND SALVAGE SIGN CATCH BASIN - TYPE GS PER C.O.B. STD. D-14 @ EXISTING SURVEY MONUMENT 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE ESS NOTED OTHERWISE. FURNISH & INSTALL STREET NAME SIGN PER C.Q.B. STD. T-1. s SEWER - REFER TO SEWER & STORM DRAIN PLANS INSTALL TYPE "F" DELINEATORS - 5 EQUALLY SPACED. C. FOR KENDRA STREET, KINGSCROSS AVENUE, WALLABY COURT AND s - EXISTING SEWER REFER TO SEWER & STORM DRAIN PLANS FURNISH &INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. 0.20' TYPE "B" A.C. OVER 0.65' CL 2 AGGREGATE BASE OVER ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. -O- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. 0U DENSITY PER C.Q.B. STD. ST -9. U 3. ALL ® SEWER CLEANOUT -REFER TO SEWER &STORM DRAIN PLANS. -�- FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER` C.O.B. STD. ST -14. -- -� NEW EDGE OF PAVEMENT w = TRACT BOUNDARY PHASE LINE 15+00 16+00 17+00 LEGEND: CONT.) -- - - - - - - - - - PROPOSED SAWCUT LIMIT LINE O1 CURVE NUMBER FOR CURVE DESCRIPTION OTAPER NUMBER FOR TAPER DESCRIPTION ® ITEM OF WORK - SEE SCHEDULE CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) SECTION DESIGNATION: SECTION LETTER _2 SHEET WHERE SECTION IS SHAWN 18+00 19+00 20+00 21+00 22+00 23+00 CONSTRUCTION NOTES: NOTES: O1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. 1. FOR SEWER AND STORM DRAIN CONSTRUCTION, SEE SEWER AND STORM DRAIN PLANS FOR DETAILS. O CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3. 2. LOCAL STREETS PAVEMENT TO BE: HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL A. FOR AUSSIE AVEUNE: QCONSTRUCT 3 UNITS STANDARD PLAN RSP A88A CASE A. TEMPORARY PAVEMENT Cn FROM STA. 9+99.99 C.L TO STA. 12+33.39 C.L. CONSTRUCT 12' BOTTOM WIDTH DRIVEWAY W/3' WINGS 0.20' TYPE "B" A.C. OVER COMPACTED O.G. TO BE COMPACTED PER C.O.B. STD. ST -4. 95% RELATIVE DENSITY. OTO SAWCUT EXIST. E.P. 1 BACK OR AS DIRECTED BY THE CITY ~ 5 ENGINEER/DESIGN ENGINEER. PERMANENT PAVEMENT: FROM STA. 12+33.39 C.L. TO STA. 22+52.70 C.L. CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -7. COMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND z 0.20' TYPE "B" A.C. OVER 0.75' CL 2 AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE GUTTER LIP TO A DEPTH OF 12". DENSITY PER C.O.B. STD. ST -9. w � INSTALL TYPE III BARRICADE WITH W-31 (CA) SIGN WITH OM4-3 B. FOR ALICE SPRINGS AVENUE AND WALKABOUT DRIVE: MARKER AT PHASE BOUNDARY OF TRACT. IF ADJACENT PHASE 0.20' TYPE "B" A.C. OVER 0.75' CL 2 AGGREGATE BASE OVER IS NOT CONSTRUCTED AT SAME TIME, REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE moo DENSITY PER C.O.B. STD. ST -9. V INSTALL TYPE "F" DELINEATORS - 5 EQUALLY SPACED. C. FOR KENDRA STREET, KINGSCROSS AVENUE, WALLABY COURT AND STRAWBRIDGE COURT z 0.20' TYPE "B" A.C. OVER 0.65' CL 2 AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE 0U DENSITY PER C.Q.B. STD. ST -9. U 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14 UNLESS NOTED OTHERWISE. Kfl� 4L! 372 370 368 362 S> CIV 360 �aF 358 356 PgA56 3 Ddt-Y of -.27-1G 16..3611,' P1�A51S Z Del L'l m�W Cn Cn ~ z z w w � moo z 0U U cn w = > C) w o N N N N mm 00 U U W W �a 00 cn� wOf Of Of0 Q 0 CD 0 00 m �r� I � N 1 1-1��� �1 r J 9 � L-'/ Ulz16 sT9 Ok�G 17 -QX �ip T R/W r Q" X OpOp AlO C t�v ru 2 Q\ SOX OXO co c'p. S TQ-A?�gOf gR \ 4S q 9 6? 4 Eqk STq. 9 6 sC4 ���6 sLf ! 6ry 18 FL blol 1 2 8 Q" >>� 12 Ar iN ' �/' wP� F �P• /W _' R \ i �Sr9' jj�x3�c�IpN �R\v� kQ3 g1, h B \ 2� S6S C� S2S44A SSP ^ h� 4' '�1 co o i1 �C�•,'kS�Rq 963>��'Rq i d . O C! t to 19 `'`b xry/ryr 3 r "> r�u + o+I -I-j�ol o �--I o SGf ` q�Nlj N \ GJv SOX / 20 cnco� co" r-1 �O 4 ++ o+± r �o KINGSCROSS AVENUE ,_) II dQ SEE SHEET 3 J wN a v�iv~i P.C.C./B.C.R. STA. 10+91.04, C.L. 20.00RT.= 21 STA. 11+31.50, F.L. 374 372 370 368 366 364 362 360 358 356 3 3 3 3 3 3 3 3 3 10+00 11+00 00- LEGEND: 0 LEGEND: LEGEND: CONT.) ABBREVIATIONS R1-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: F.L. FLOWLINE POVC POINT ON VERTICAL CURVE i "R1-1" - STOP "Wt -1" _CURVE ARROW C.L. CENTERLINE BVC BEGIN VERTICAL CURVE "R4-7" - KEEP RIGHT "W31(CA}" -END ELEV ELEVATION EVC END VERTICAL CURVE "R6-1" - ONE WAY "W3-3" -SIGNAL AHEAD BCR BEGIN CURB RETURN PI POINT OF INTERSECTION "R5-1" - DO NOT ENTER "W14 -t" - NOT A THROUGH STREET ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE "R26(CA)" - NO PARKING "W14-2" - N4 OUTLET BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE "R3 -5R" - RIGHT TURN ONLY "WI -7' _DOUBLE ARROW EC END CURVE TC TOP OF CURB "R81(CA)" - BIKE LANE "Wl-6" - SINGLE ARROW PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT ----D STORM DRAIN -REFER TO SEWER &STORM DRAIN PLANS OF VERTICAL CURVE FC FINISH CONCRETE F.O.C. FACE OF CURB R/W RIGHT -(IF -WAY a EXISTING STORM DRAIN -REFER TO SEWER &STORM DRAIN PLANS Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. ® STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS a EXISTING SURVEY MONUMENT CATCH BASIN - TYPE 'A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14 UNLESS NOTED OTHERWISE. FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. s SEWER - REFER TO SEWER & STORM DRAIN PLANS S EXISTING SEWER - REFER TO SEWER & STORM DRAIN PLANS FURNISH &INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. -o- FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. STD. ST -14. ® SEWER CLEANOUT -REFER TO SEWER &STORM DRAIN PLANS. -� FURNISH & INSTALL STREET UGHT-9500 LUMEN PER G.O.B. STD. ST -14. NEW EDGE OF PAVEMENT TRACT BOUNDARY PHASE UNE STRAWBRIDGE COURT SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 0 CURVE TABLE I CURVE RADIUS LENGTH TANGENT DELTA 1Q 300.00' 134.25' 68.27' 25'38'24" ® 42.00' 196.71' - 268'21'03 Q O 87.68' 72.18' 11936'48" ® 42.00' 109.03' 150.11' 148-44'15- Q 35.00' 24.36' CD 39'52'43" 0 320.00' 54.58' 27.35' 09'46'19 Q 20.00' 26.95' 2u': 77'11'50" MIN 35.00' co C4M d 00 N 9Q 280.00' 29.23' J W 05'58'50" ®1 20.00'1 M M 91'02'52" 110 M WITH CONSTRUCTION OF ADJACENT PHASE. co M 4 NOT TO SCALE ~ �- �� z ■ 11 Z O SEE SHEET�2 W 00 co Y Q J ��� MIN No JJ W W O FLo J w 30' w �; = «6c6c o� =Zp Lo� Zu o o - - - - - - 20' 20' I Q w �r 00 0 cn fn Q o W CV W 6 i w+ L0 r - I N O t - Lli M 1. 1.0+1O J >V x 0w www O 11 + U= �c�tn `n z0 as w T�1 0 Z z caw 4 0- to W�� W to W W �m t~!I m ti? �l 9_- Lj 5 -0.25% 1 2 wtL� R/W cncn APPRO MATE EX x 2 -- La Q �7 18" DRAIN al �I 6 - - S=0.0 0 � _- ___ - "' q CATCH BASIN N0. 3 0 CENTERLINE i1 ■ \ - - - S=0 PROF OSED WEST FLO INE - FL o -li N APPR XIMATE XISTING _-- -- -- U U GROU D CE TERLINE 51% MEN TR. 62(9 -PH. W 374 372 370 368 366 364 362 360 358 356 10+00 11+00 12+DD- IDENTICAL POINTS * R W 374 60' 30' 30' 372 1. 10' 20' 20' 3701.8 5' 5' * SLOPE FROM I HIGHEST GUTTER 368 LANDSCAPE 'I AREA --j' 366 , 27. I * 2q * 29' 364 !'� 4.5' CO It ATION 362 SIDEWALK 0.20' A.C. PAVING CURVE TABLE I CURVE RADIUS LENGTH TANGENT DELTA 1Q 300.00' 134.25' 68.27' 25'38'24" ® 42.00' 196.71' - 268'21'03 Q 42.00 87.68' 72.18' 11936'48" ® 42.00' 109.03' 150.11' 148-44'15- Q 35.00' 24.36' 12.70' 39'52'43" 0 320.00' 54.58' 27.35' 09'46'19 Q 20.00' 26.95' 15.96' 77'11'50" MIN 35.00' 30.79' E 50'24'28" 9Q 280.00' 29.23' 14.63' 05'58'50" ®1 20.00'1 TO 95% RELATIVE DENSITY 20.37' 91'02'52" q SEC1ION-40' FL TO FL WITH CONSTRUCTION OF ADJACENT PHASE. co M 4 NOT TO SCALE ® �- �� z ■ 11 Z O SEE SHEET�2 m 00 co M w 13 oo ��� MIN No 06 Ln ■ O FLo W - 30' 3a � = «6c6c o� =Zp Lo� Zu o 'M - - - - - - 20' 20' I Q w �r 00 � �'n to t ri Q o W Q W 6 i w+ V' VAN I (/� X M I J >V x 0w www � 11 H 'M �c�tn `n z0 as w T�1 0 Z z I 4 4 -- W�� z=Qi-� U �m � Ln022 �l 9_- Lj ,� o0 3 1 2 wtL� R/W cncn APPRO MATE EX x 2 -- La Q �7 18" DRAIN al �I 6 - - - - ____ � _- ___ - "' q CATCH BASIN N0. 3 0 CENTERLINE i1 ■ tYl - M � S=0 Illom SEE SHEET 2 I I 24" DRAIN FL o -li N ____ -- _ ____ _-- -- -- U U MEN S=-0. - 5% - 51% MEN TR. 62(9 -PH. W �I P OPOSED WEST F OWLINE -___ �7 (L INTERSECTION/ANGLE POINT I o_ I NOO'29'21"E 135.50 11+o0 . 5 ET IMPROVEMENT - u �) STA. 10+00.00 C.L., ALICE SPRINGS AVE.= f -FL S b o N M VEMENT STA. 13+71.27 C.L, AUSSIE AVE. n Lu N I ® PLAN _-___-__-_- -" I WW ME E - -- _ a o 0 00 6 CURVE TABLE I CURVE RADIUS LENGTH TANGENT DELTA 1Q 300.00' 134.25' 68.27' 25'38'24" ® 42.00' 196.71' - 268'21'03 Q 42.00 87.68' 72.18' 11936'48" ® 42.00' 109.03' 150.11' 148-44'15- Q 35.00' 24.36' 12.70' 39'52'43" 0 320.00' 54.58' 27.35' 09'46'19 Q 20.00' 26.95' 15.96' 77'11'50" 0 35.00' 30.79' 16.47' 50'24'28" 9Q 280.00' 29.23' 14.63' 05'58'50" ®1 20.00'1 TO 95% RELATIVE DENSITY 20.37' 91'02'52" 6 CURVE TABLE I 8 RADIUS LENGTH TANGENT DELTA Q 42.00' 197.06' - 6849'50 it 42.00' z 99.95' 134'24'55" 0 42.00' 98.53' 1 IN 34'24'55" ® MEN 27.13' II ■ 6 20.00' 31.42' r ` �-' IJ-� 90'00'00" O 20.00' 31.42' O 90'00'26" 0 X W 2 GUTTER LIP TO A DEPTH OF 12". J V! , Z 36a M 0.75' G. BASE 7 O 0.50' COMPACTED O.G. j W TO 95% RELATIVE DENSITY 358 AUSSIE AVENUE q SEC1ION-40' FL TO FL WITH CONSTRUCTION OF ADJACENT PHASE. co M 4 NOT TO SCALE P J- f- Fjr J STq \ 25 0 8 , F(. pR1VE`N A � F •�. f 5g.0 l STA• g} 5g Q0, F.�.��-R\GNTi SSR. 9+5g 00 9 68 S1 - SIP'. 10' 1 I LANDSCAPE AREA 4.5' COMBINATION SIDEWALK 26 a 27 (3 a U) V~i C) 28 w JIII. IVT VT..7V, V.L. LV.VVL t.= STA. 10+94.75, F -L. KINGSCROSS AVENUE SEE SHEET 3 � I I CURVE TABLE I 8 STA. 11+04.98 C.L., WALLABY COURT= STA. 13+91.72 C.L., KINGSCROSS AVE. I� Ic.t I 7 I I I 6 I VGSCROSS AVENUE SEE SHEET 3 :.R. N. 10+64.98, C.L. 20.0( N. 10+94.75. F.L. WALLABY COURT SCALE: 1" = 50' HORIZONTAL 1" = 5 VERTICAL 374 - 372 370 368 366 364 362 360 358 356 10+00 IDENTICAL POINTS 37 3 37 36 36 36 36 361 351 11+00 t �= CURVE TABLE 372 CURVE RADIUS LENGTH TANGENT DELTA Q 42.00' 197.06' - 6849'50 it 42.00' z 99.95' 134'24'55" 0 42.00' 98.53' 1 IN 34'24'55" ® MEN 27.13' II ■ 6 20.00' 31.42' r ` �-' IJ-� 90'00'00" O 20.00' 31.42' O 90'00'26" 0 X W 2 GUTTER LIP TO A DEPTH OF 12". J V! , Z INSTALL TYPE III BARRICADE WITH W-31 (CA) SIGN WITH OM4-3 M N 7 O W j W IS NOT CONSTRUCTED AT SAME TIME, REMOVE AND SALVAGE SIGN AUSSIE AVENUE WITH CONSTRUCTION OF ADJACENT PHASE. co M 00 00 ® �- �� z ■ 11 Z O SEE SHEET�2 m 00 co M w 13 oo ��� �� No 06 Ln 00 � O FLo W - 30' 3a � = «6c6c o� =Zp Lo� Zu o 'M - - - - - - 20' 20' I Q w �r 00 � �'n to t ri Q o W Q W 6 i w+ V' t,, I (/� X M ZmW++ ovwiU J >V x 0w www � 11 H 'M �c�tn `n z0 as w T�1 0 Z z I 4 4 -- W�� z=Qi-� U �m � Ln022 �l 9_- Lj ,� o0 3 1 2 wtL� R/W cncn APPRO MATE EX x 2 -- La Q �7 18" DRAIN al �I 6 - - - - ____ � _- ___ - "' q CATCH BASIN N0. 3 0 CENTERLINE i1 ■ tYl - M � S=0 Illom SEE SHEET 2 I I 24" DRAIN FL o -li N ____ -- _ ____ _-- -- -- U U MEN S=-0. - 5% - 51% MEN TR. 62(9 -PH. W 10+00 IDENTICAL POINTS 37 3 37 36 36 36 36 361 351 11+00 t �= CURVE TABLE 372 CURVE RADIUS LENGTH TANGENT DELTA Q 42.00' 197.06' - 6849'50 it 42.00' z 99.95' 134'24'55" 0 42.00' 98.53' 1 IN 34'24'55" ® MEN 27.13' II ■ 6 20.00' 31.42' r ` �-' IJ-� 90'00'00" O 20.00' 31.42' O 90'00'26" 0 X W 2 GUTTER LIP TO A DEPTH OF 12". J V! , Z INSTALL TYPE III BARRICADE WITH W-31 (CA) SIGN WITH OM4-3 M N 7 O W j W IS NOT CONSTRUCTED AT SAME TIME, REMOVE AND SALVAGE SIGN AUSSIE AVENUE WITH CONSTRUCTION OF ADJACENT PHASE. co M 00 00 ® �- �� z ■ 11 Z O SEE SHEET�2 m 00 co M w 13 oo ��� �� No 06 Ln 00 � O FLo W - 30' 3a � = «6c6c o� =Zp Lo� Zu o 'M - - - - - - 20' 20' I Q w �r 00 � �'n to t ri Q o W Q W 6 i w+ V' t,, 1140w (/� X M ZmW++ ovwiU J >V x 0w www � U H 'M �c�tn `n z0 as w T�1 0 Z z I 4 4 -- W�� z=Qi-� U �m � Ln022 �l 9_- Lj ,� o0 3 1 2 wtL� R/W cncn APPRO MATE EX x 2 -- La Q �7 18" DRAIN N ® 6 - - - - ____ "' _- ___ - "' q CATCH BASIN N0. 3 0 CENTERLINE `'' m tYl M W S=0 7 SEE SHEET 2 I I 24" DRAIN FL o -li N ____ -- _ ____ _-- -- -- U U S=-0. - 5% - 51% tLl TR. 62(9 -PH. W �I P OPOSED WEST F OWLINE -___ �7 (L INTERSECTION/ANGLE POINT I o_ I NOO'29'21"E 135.50 11+o0 . 5 ET IMPROVEMENT - u �) STA. 10+00.00 C.L., ALICE SPRINGS AVE.= f -FL S b o N M VEMENT STA. 13+71.27 C.L, AUSSIE AVE. n Lu N I ® PLAN _-___-__-_- -" I WW 17 I co - -- _ a o 0 1 2 R/W o= N z i r tLl M --- -- -- a- a Q 4 23 oQ I 5' Z - N N U 18 ( Z� 5 , (Q N ,v t,: a ci �, M AUSSIE AVENUE M W oo SMP LO� m SEE SHEET 2 T ao 12 f53x M6 u Q ++ ZmW +± Q �1-1r�i�r � c-)'vWi a4 UCWnUT �N � o ¢t- as tiU)iu~i wCLM00 ALICE SPRINGS AVENUE SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 374 CURVE TABLE 372 CURVE RADIUS LENGTH TANGENT DELTA Q 42.00' 197.06' - 6849'50 it 42.00' z 99.95' 134'24'55" 0 42.00' 98.53' 99.95' 34'24'55" ® 35.00' 27.13' II P 6 20.00' 31.42' r ` �-' IJ-� 90'00'00" O 20.00' 31.42' O 90'00'26" 0 X W 2 GUTTER LIP TO A DEPTH OF 12". J V! , Z INSTALL TYPE III BARRICADE WITH W-31 (CA) SIGN WITH OM4-3 M N 7 O W j W IS NOT CONSTRUCTED AT SAME TIME, REMOVE AND SALVAGE SIGN AUSSIE AVENUE WITH CONSTRUCTION OF ADJACENT PHASE. co M 00 00 ® �- �� z 11 Z O SEE SHEET�2 m 00 co M w 13 oo ��� �� No 06 Ln 00 � O FLo W - 30' 3a � = «6c6c o� =Zp Lo� Zu o 'M - - - - - - 20' 20' I Q w �r 00 � �'n to t ri Q o W Q W 6 i w+ V' t,, 1140w (/� X M ZmW++ ovwiU J >V x 0w www � U H 'M �c�tn `n z0 as w T�1 0 Z z I 4 4 -- W�� z=Qi-� U �m � Ln022 �l I Lj ,� o0 3 1 2 wtL� R/W cncn APPRO MATE EX x 2 -- La Q �7 18" DRAIN N ® 6 - - - - ____ "' _- ___ - "' q CATCH BASIN N0. 3 0 CENTERLINE `'' m tYl M W S=0 7 SEE SHEET 2 I I 24" DRAIN FL o -li N ____ -- _ ____ _-- -- -- U U S=-0. - 5% - 51% tLl TR. 62(9 -PH. W �I P OPOSED WEST F OWLINE -___ �7 (L INTERSECTION/ANGLE POINT I o_ I NOO'29'21"E 135.50 11+o0 . 5 ET IMPROVEMENT - u �) STA. 10+00.00 C.L., ALICE SPRINGS AVE.= f -FL S b o N M VEMENT STA. 13+71.27 C.L, AUSSIE AVE. Lu N I ® PLAN _-___-__-_- -" I WW 17 I co - -- _ a 1 2 R/W o= N z i r tLl M --- -- -- a- a Q 4 23 oQ I 5' Z - N N U 18 ( Z� 5 , (Q N ,v t,: a ci �, M AUSSIE AVENUE M W oo SMP LO� m SEE SHEET 2 T ao 12 f53x M6 u Q ++ ZmW +± Q �1-1r�i�r � c-)'vWi a4 UCWnUT �N � o ¢t- as tiU)iu~i wCLM00 ALICE SPRINGS AVENUE SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 374 CURVE TABLE 372 CURVE RADIUS LENGTH TANGENT DELTA Q 42.00' 197.06' - 6849'50 ® 42.00' 98.53' 99.95' 134'24'55" 0 42.00' 98.53' 99.95' 34'24'55" ® 35.00' 27.13' 14.29' 44'24'55" 6 20.00' 31.42' 20.00' 90'00'00" ;-- 20.00' 31.42' 20.00' 90'00'26" 1 2 R/W o= N z i r tLl M --- -- -- a- a Q 4 23 oQ I 5' Z - N N U 18 ( Z� 5 , (Q N ,v t,: a ci �, M AUSSIE AVENUE M W oo SMP LO� m SEE SHEET 2 T ao 12 f53x M6 u Q ++ ZmW +± Q �1-1r�i�r � c-)'vWi a4 UCWnUT �N � o ¢t- as tiU)iu~i wCLM00 ALICE SPRINGS AVENUE SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 374 372 372 370 370 368 368 366 366 364 364 362 362 360 360 358 358 356 356 354 374 60' 30' 30' 20' ..1+ 20' *SLOPE FROM HIGHEST GUTTER i 0.20' A.C. PAVING -j 0.65' AGG. BASE 0.50' COMPACTED O.G. TO 95% RELATIVE DENSITY g SEC1ION-40' FL TO FL 10+00 11+00 4 NOT TO SCALE LEGEND: (CONT.) R/W 372 �- 370 I � ' 10' 1 5' 5 368 Q CURVE NUMBER FOR CURVE DESCRIPTION LANDSCAPE 1I 366 AREA TAPER NUMBER FOR TAPER DESCRIP110N II ? 364 .t . 362 362 UNITS STANDARD PLAN RSP A88A CASE A. 4.5 COMBINATION CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY Wj3' WINGS SIDEWALK 360 358 358 356 356 SECTION DESIGNATION: 60' 30' 30' 20' ..1+ 20' *SLOPE FROM HIGHEST GUTTER i 0.20' A.C. PAVING -j 0.65' AGG. BASE 0.50' COMPACTED O.G. TO 95% RELATIVE DENSITY g SEC1ION-40' FL TO FL 10+00 11+00 4 NOT TO SCALE LEGEND: (CONT.) J CONSTRUCTION NOTES: - - - - - - - - - - - PROPOSED SAWCUT LIMIT LINE O1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. Q CURVE NUMBER FOR CURVE DESCRIPTION O CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3. O TAPER NUMBER FOR TAPER DESCRIP110N CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL 364 ITEM OF WORK - SEE SCHEDULE 362 UNITS STANDARD PLAN RSP A88A CASE A. CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY Wj3' WINGS 360 CONSTRUCT 12' BOTTOM WIDTH DRIVEWAY W/3' WINGS 358 PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) 356 PER C.O.B. STD. ST -4. SECTION DESIGNATION: N SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY THE CITY ;-- ENGINEER/DESIGN ENGINEER. SECTION LETTER A M CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -7. COMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND 2 GUTTER LIP TO A DEPTH OF 12". SHEET WHERE SECTION IS SHOWN INSTALL TYPE III BARRICADE WITH W-31 (CA) SIGN WITH OM4-3 M 7 MARKER AT PHASE BOUNDARY OF TRACT. IF ADJACENT PHASE j W IS NOT CONSTRUCTED AT SAME TIME, REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. co M 00 00 ® INSTALL TYPE "F" DELINEATORS - 5 EQUALLY SPACED. 374 R/W J of 372 -10' II 5 5' I 370 I 368 LANDSCAPE 366 AREA V) I i 364 4.5' COMBINATION 362 SIDEWALK 360 358 O 356 11+00 372 370 368 366 364 362 360 358 356 35 12+00 J of m V) W cn �N O L N N ;-- oi M M zz M j W M co M 00 00 M o`0�1 W J 11 Z O W J 00 co M w E\ rn M 06 Ln 06 Ln 00 � O FLo W - z U O W - «6c6c W O Nui w M M »w > = W W W W w+ V' (/� X M J w I www � U H + z0 w w ""_I w o ® 4 4 -- C2 U 44�R Lj S N `� ci l< APPRO MATE EX STING z a N d 6 0° APPROXIMATE -- "' ``' "' GROUN 0 CENTERLINE `'' m tYl M W S=0 I O -- 54% S70-25 U U S=-0. - 5% - 51% SE TR. 62(9 -PH. W P OPOSED WEST F OWLINE ST. FL WLINE o_ STR ET IMPROVEMENT -PH. 1 S PLAN VEMENT PLAN 11+00 372 370 368 366 364 362 360 358 356 35 12+00 10+00 NOTES: 1. FOR SEWER AND STORM DRAIN CONSTRUCTION, SEE SEWER AND STORM DRAIN PLANS FOR DETAILS. 2. LOCAL STREETS PAVEMENT TO BE: A. FOR AUSSIE AVEUNE: TEMPORARY PAVEMENT: FROM STA. 9+99.99 C.L TO STA. 12+33.39 C.L 0.20' TYPE "B" A.C. OVER COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY. PERMANENT PAVEMENT: FROM STA. 12+33.39 C.L TO STA. 22+52.70 C.L. 0.20' TYPE "B" A.C. OVER 0.75' CL 2 AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. B. FOR ALICE SPRINGS AVENUE AND WALKABOUT DRIVE: 0.20' TYPE "B" A.C. OVER 0.75' CL 2 AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. C. FOR KENDRA STREET, KINGSCROSS AVENUE, WALLABY COURT AND STRAWBRIDGE COURT 0.20' TYPE "B" A.C. OVER 0.65' CL 2 AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14 UNLESS NOTED OTHERWISE. 11+00 1 374 372 370 368 366 364 362 360 358 91 8/714" X416,' E �sT� cIV4L�? F GF Cq`, Fpr POA5e 3 wt -y Phi,45E 2 0�1L� ; � jfh 0A -1,1, J of m V) W cn �N L N ;-- oi M zz M j W w No 00 00 co M w E\ rn -W"t w O FLo w z O U c6 Ln «6c6c O Nui w M M »w > = o0* z w+ J w + � U H w ""_I w o p C2 N 44�R w �N N d 6 APPROXIMATE EXISTING tS] m tYl M W (n I O S= U U S=-0. - 5% - 51% =0.25% W W XIST. FL WUNE o_ -PH. 1 S EET IMP VEMENT PLAN 10+00 NOTES: 1. FOR SEWER AND STORM DRAIN CONSTRUCTION, SEE SEWER AND STORM DRAIN PLANS FOR DETAILS. 2. LOCAL STREETS PAVEMENT TO BE: A. FOR AUSSIE AVEUNE: TEMPORARY PAVEMENT: FROM STA. 9+99.99 C.L TO STA. 12+33.39 C.L 0.20' TYPE "B" A.C. OVER COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY. PERMANENT PAVEMENT: FROM STA. 12+33.39 C.L TO STA. 22+52.70 C.L. 0.20' TYPE "B" A.C. OVER 0.75' CL 2 AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. B. FOR ALICE SPRINGS AVENUE AND WALKABOUT DRIVE: 0.20' TYPE "B" A.C. OVER 0.75' CL 2 AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. C. FOR KENDRA STREET, KINGSCROSS AVENUE, WALLABY COURT AND STRAWBRIDGE COURT 0.20' TYPE "B" A.C. OVER 0.65' CL 2 AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14 UNLESS NOTED OTHERWISE. 11+00 1 374 372 370 368 366 364 362 360 358 91 8/714" X416,' E �sT� cIV4L�? F GF Cq`, Fpr POA5e 3 wt -y Phi,45E 2 0�1L� ; � jfh 0A -1,1, J of m V) W cn �N ;-- zz W W moo z O U O v 0 W = � U U w o C2 N N �n tS] m O O U U W W o_ o_ 00 S2� WW 00 a o 0 00 I -D Ls� n u-� II 35 sar o 00 Mcy;M o 135 J J M N kc) 11 0 0 Cl O M> N C5 Ld \ N N I-- Z U LL_ > W CV Li Z J J J W L� J O\ JJ JJ LL: LL: LL J, Z OO)W-1--'7d- i �- c i c3 LL: d� I Q ue r- LL: Ln In ¢ O �¢Z 00 00 N N► N �' m OO�Q (V (V 1 • z O I -OF= 00 Y 00 } N n } N S ++ (n NN 0 o z��oo W 1� � � 34 33 L LL1 m O Omw 00 m ++ > O > ± V ddwd �_ U ZUU o O0 o d ¢' o Q QI c� 0U) C (n (n ¢d w< c�-F-¢ el I v) 3 uu 0 uu - - EXISTING CURB & GUTTER -� -- ;n -c> o AND SIDEWALK M 18" DRAIN - _ NOO'29'21 "E t t+00 - - 252.54' 12+00 EXISTING CURB & GUTTER 5 s o t 6" SEWER s 247 AND SIDEWALK_ _ _ _ FL N o 18" DRAIN > uj u¢ KIAVVEENNUESS cro _ / vQ o " AUSSIE AVENUE �� f-� r SEE SHEET 3 0o O II Gi o J Jo SIiiiiiiIIEE SHEET 2 0' 30' Y Y N o o I 0 1 v 30 20 -20 I -� J -� 0 `" 1 20 1 20 5 J LZ C1 Cj U LL- - N. - - - J.J- w ' 5 10 �N �� > � � cv� w M Z o Q w w coo rnrn ¢ �v , , CD -- --- O) u► + + + + cV N _ Ln o) , M IV W N00 N 1 CV CV 2O t�f- I po 00 N �� '�Oz Q � M + + 9 o Win LLi u u vwi ¢ d 3 5' S ' ' 3 1 2 R W Lri v , >� iso - I 1 I ' 0 0PD FL I ( Q D N M _ 18" DRAIN 18" DRAIN 1 U - - INTERSECTION 4,It3+oa N00'29'21"El o b 260.00' ts+ STA. 15+12.54 C.L., KENDRA ST.= 'n N Mn 18" DRAIN STA 16+63 92 C L AUSSIE AVE M I� 7 R/W 1 2 m e I - 3 C)1 0 n It 3 LLj O t N OO W I O \ N co 03 d1 O �} 6�) PROPOSED � �M C I pI W 1 aoa C> cfl 1011 II N 1 o" w I -j-j �7 �OF•- 00 1 Y 00 O J_i (► J JJ I (00 ni t I ULi NZu) oo t w In u') PARK SITE Z biz>-, ' omW 10-+ M ++ W Z f-= 0 I o 00 m oo�w NN I 5' w c> ¢ rnrn QQ dd m ~~ r I r = ++w NN KINGSCROSS N� m�� uu o v)cn P j-� /1(z r /I Q ��Mww w AVENUE c3 dd 33 -.� H H U ddwa L5 dd SEE SHEET 3 w v)N c -y NNZm m (n (n 374 372 370 368 366 364 362 360 358' 356 374 372 370 368 366 364 362 360 358 356 0 R// LEGEND: (CONT.) r,r w� ABBREVIATIONS NUMBER FOR TAPER DESCRIPTION Rt -1 m 00 OD �'+' 1 2 r, "Rt -1" - STOP "Wt -t" - CURVE ARROW AUSSIE AVENUE C14 CENTERLINE BVC BEGIN VERTICAL CURVE SECTION LETTER "R4-7" - KEEP RIGHT "W31(CA)" - END m o m C14 + + SEE SHEET 2 BCR _ /� rr fJ1 Q I ECR ¢U 5) d d �� 3 MENEEMENEEN d d 7 ? N + II � 11 PIVC II I 5' I ¢ U M W r? O o � 21 to M of I 1-11 w rn uuZp 6 Q d u 0 �M o'b CATCH BASIN - TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14 �----- -- --- N --- �� d Ln 11 FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. Irn co I OfO _M> - _ J 11 J J -_I 5 N I (O �`> o -j Z L;�Ww 3L r 00 I I ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. �- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. � v M M 0 0 (V LEGEND: (CONT.) r,r w� ABBREVIATIONS NUMBER FOR TAPER DESCRIPTION Rt -1 m 00 OD �'+' a i "Rt -1" - STOP "Wt -t" - CURVE ARROW AUSSIE AVENUE C14 CENTERLINE BVC BEGIN VERTICAL CURVE SECTION LETTER "R4-7" - KEEP RIGHT "W31(CA)" - END m rr- �0 C14 + + SEE SHEET 2 BCR _ /� rr fJ1 Q "R5-1" - DO NOT ENTER "W14-1" - NOT A THROUGH STREET ECR <, 5) d d �� r L) MENEEMENEEN d d EC END CURVE TC TOP OF CURB 3.56' "R81(CA)" - BIKE LANE "Wt -6" - SINGLE ARROW PIVC , I uu ¢ U M" dada cj d d ME FACE OF CURB R/W RIGHT-OF-WAY 1-11 L� uuZp c6u u STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS KENDRA, STREET SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 10+00 11+00 12+00 13+00 14+00 15+00 374 372 370 368 366 364 362 360 358 356 LEGEND: LEGEND: (CONT.) #11 ABBREVIATIONS NUMBER FOR TAPER DESCRIPTION Rt -1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: F.L. FLOWLINE POVC POINT ON VERTICAL CURVE i "Rt -1" - STOP "Wt -t" - CURVE ARROW C.L. CENTERLINE BVC BEGIN VERTICAL CURVE SECTION LETTER "R4-7" - KEEP RIGHT "W31(CA)" - END ELEV ELEVATION EVC END VERTICAL CURVE SHEET WHERE SECTION IS SHOWN "R6-1" - ONE WAY "W3-3" - SIGNAL AHEAD BCR BEGIN CURB RETURN PI POINT OF INTERSECTION EEL= "R5-1" - DO NOT ENTER "W14-1" - NOT A THROUGH STREET ECR --ME 5) "R26(CA)" - NO PARKING "W14-2" - NO OUTLET BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE MENEEMENEEN "R3 -5R" - RIGHT TURN ONLY "YV1_7" _ DOUBLE ARROW EC END CURVE TC TOP OF CURB 3.56' "R81(CA)" - BIKE LANE "Wt -6" - SINGLE ARROW PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT -- D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS 89'59'49" MEN 20.00' 31.42' ME FACE OF CURB R/W RIGHT-OF-WAY 1-11 EXISTING STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. ME STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS O CATCH BASIN - TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14 © O EXISTING SURVEY MONUMENT INEEN FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. S SEWER - REFER TO SEWER & STORM DRAIN PLANS ME 5 EXISTING SEWER - REFER TO SEWER & STORM DRAIN PLANS � (O �`> FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. Co M ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. <D-- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. � v M M 0 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. -E- FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. STD. ST -14. NEW EDGE OF PAVEMENT TRACT BOUNDARY N PHASE UNE iH.EEEE ENIMENIMEMEN UU W = I INN M ME > U U > > > W F W J > W U N u) W J J J W O ��l O M M cn Ww E - 1 •Q 1-11 cm WINNE W W O W OEM W 1 00 15+00 co vi to v W co -am I BEENE ME w MEN W INN a a_ E - 0 N M M IRE M llowl N O MEN O m d- w E W O MEN Y ¢ O W W 0 E W > en N O DO 0 N LLj (oa1 -EW W 0 Ln Lo I W MEN 0 Lu Q M + + may + im + W.- M W (n W w E d+• -11 Lu - w INE1111= No H C9 Cn 11,11 �� IW N M L� m MEN N (n E III CL (~ HE --- .-,- I GR I 61"I'Moill ENTERLIN - MINE - S= ME on -- - -- -- NEEIIIIIIN -- E - -- - - -- Elm EXIST. URB & E Mom. Si PROPO S= -0.5q 0 S=0.25% ED EAST FLOWLIIN simmomommmmmmmmm STREE IMPRO MENT PROPOSED EAST FL WLINE L PLANS IN i T-1. simmmmmmmmm ME MENNEEN E N ME 10+00 11+00 12+00 13+00 14+00 15+00 374 372 370 368 366 364 362 360 358 356 10+00 11+00 12+00 13+00 LEGEND: LEGEND: (CONT.) #11 ABBREVIATIONS NUMBER FOR TAPER DESCRIPTION Rt -1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: F.L. FLOWLINE POVC POINT ON VERTICAL CURVE i "Rt -1" - STOP "Wt -t" - CURVE ARROW C.L. CENTERLINE BVC BEGIN VERTICAL CURVE SECTION LETTER "R4-7" - KEEP RIGHT "W31(CA)" - END ELEV ELEVATION EVC END VERTICAL CURVE SHEET WHERE SECTION IS SHOWN "R6-1" - ONE WAY "W3-3" - SIGNAL AHEAD BCR BEGIN CURB RETURN PI POINT OF INTERSECTION EEL= "R5-1" - DO NOT ENTER "W14-1" - NOT A THROUGH STREET ECR --ME 5) "R26(CA)" - NO PARKING "W14-2" - NO OUTLET BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE MENEEMENEEN "R3 -5R" - RIGHT TURN ONLY "YV1_7" _ DOUBLE ARROW EC END CURVE TC TOP OF CURB 3.56' "R81(CA)" - BIKE LANE "Wt -6" - SINGLE ARROW PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT -- D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS 89'59'49" MEN 20.00' 31.42' ME FACE OF CURB R/W RIGHT-OF-WAY 1-11 EXISTING STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. ME STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS O CATCH BASIN - TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14 © O EXISTING SURVEY MONUMENT INEEN FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. S SEWER - REFER TO SEWER & STORM DRAIN PLANS ME 5 EXISTING SEWER - REFER TO SEWER & STORM DRAIN PLANS � (O �`> FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. Co M ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. <D-- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. � v M M 0 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. -E- FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. STD. ST -14. NEW EDGE OF PAVEMENT TRACT BOUNDARY N PHASE UNE iH.EEEE ENIMENIMEMEN UU W = I INN M ME > U U > > > W F W J > W U N u) W J J J W O ��l O M M cn Ww E - 1 •Q 1-11 cm WINNE W W O W 00 W 1 00 15+00 10+00 11+00 12+00 13+00 LEGEND: LEGEND: (CONT.) #11 ABBREVIATIONS NUMBER FOR TAPER DESCRIPTION Rt -1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: F.L. FLOWLINE POVC POINT ON VERTICAL CURVE i "Rt -1" - STOP "Wt -t" - CURVE ARROW C.L. CENTERLINE BVC BEGIN VERTICAL CURVE SECTION LETTER "R4-7" - KEEP RIGHT "W31(CA)" - END ELEV ELEVATION EVC END VERTICAL CURVE SHEET WHERE SECTION IS SHOWN "R6-1" - ONE WAY "W3-3" - SIGNAL AHEAD BCR BEGIN CURB RETURN PI POINT OF INTERSECTION EEL= "R5-1" - DO NOT ENTER "W14-1" - NOT A THROUGH STREET ECR --ME 5) "R26(CA)" - NO PARKING "W14-2" - NO OUTLET BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE MENEEMENEEN "R3 -5R" - RIGHT TURN ONLY "YV1_7" _ DOUBLE ARROW EC END CURVE TC TOP OF CURB 3.56' "R81(CA)" - BIKE LANE "Wt -6" - SINGLE ARROW PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT -- D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS 89'59'49" MEN 20.00' 31.42' ME FACE OF CURB R/W RIGHT-OF-WAY 1-11 EXISTING STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. ME STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS O CATCH BASIN - TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14 © O EXISTING SURVEY MONUMENT INEEN FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. S SEWER - REFER TO SEWER & STORM DRAIN PLANS ME 5 EXISTING SEWER - REFER TO SEWER & STORM DRAIN PLANS � (O �`> FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. Co M ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. <D-- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. � v M M 0 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. -E- FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. STD. ST -14. NEW EDGE OF PAVEMENT TRACT BOUNDARY N PHASE UNE iH.EEEE ENIMENIMEMEN UU W = I INN M ME > U U > > > W F W J > W U N u) W J J J W O ��l O M M cn Ww E - 1 •Q 1-11 cm WINNE W W O W 00 W co vi to v W co -am BEENE h w w W INN a a_ E - 0 N M M IRE M llowl N O MEN O m d- w E W O MEN Y ¢ O W W 0 E W > en N O DO 0 N LLj (oa1 -EW W 0 Ln Lo W 0 Lu Q M + + may + im + W.- M W (n W w E d+• Lu - w INE1111= ' H V H C9 Cn �� IW N M L� m MEN N (n E III CL (~ HE --- .-,- I GR I 61"I'Moill ENTERLIN - MINE - S= ME on -- - -- -- - -- E - -- - - -- Elm EXIST. URB & E Mom. Si PROPO S= -0.5q 0 S=0.25% ED EAST FLOWLIIN simmomommmmmmmmm STREE IMPRO MENT PROPOSED EAST FL 10+00 11+00 12+00 13+00 LEGEND: (CONT.) -- - - - - - - - - - LEGEND: LEGEND: (CONT.) CURVE NUMBER FOR CURVE DESCRIPTION ABBREVIATIONS NUMBER FOR TAPER DESCRIPTION Rt -1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: F.L. FLOWLINE POVC POINT ON VERTICAL CURVE i "Rt -1" - STOP "Wt -t" - CURVE ARROW C.L. CENTERLINE BVC BEGIN VERTICAL CURVE SECTION LETTER "R4-7" - KEEP RIGHT "W31(CA)" - END ELEV ELEVATION EVC END VERTICAL CURVE SHEET WHERE SECTION IS SHOWN "R6-1" - ONE WAY "W3-3" - SIGNAL AHEAD BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ® "R5-1" - DO NOT ENTER "W14-1" - NOT A THROUGH STREET ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE 5) "R26(CA)" - NO PARKING "W14-2" - NO OUTLET BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE 62'57'52" "R3 -5R" - RIGHT TURN ONLY "YV1_7" _ DOUBLE ARROW EC END CURVE TC TOP OF CURB 3.56' "R81(CA)" - BIKE LANE "Wt -6" - SINGLE ARROW PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT -- D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS 89'59'49" OF VERTICAL CURVE FC FINISH CONCRETE 20.00' 31.42' F.O.C. FACE OF CURB R/W RIGHT-OF-WAY -' D EXISTING STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. ® STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS O CATCH BASIN - TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14 © O EXISTING SURVEY MONUMENT UNLESS NOTED OTHERWISE. FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. S SEWER - REFER TO SEWER & STORM DRAIN PLANS 5 EXISTING SEWER - REFER TO SEWER & STORM DRAIN PLANS � (O �`> FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. Co M ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. <D-- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. � v M M 0 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. -E- FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. STD. ST -14. NEW EDGE OF PAVEMENT TRACT BOUNDARY N PHASE UNE LEGEND: (CONT.) -- - - - - - - - - - PROPOSED SAWCUT LIMIT LINE O1 CURVE NUMBER FOR CURVE DESCRIPTION OTAPER NUMBER FOR TAPER DESCRIPTION a ITEM OF WORK - SEE SCHEDULE Q CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS 31.42' PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) SECTION DESIGNATION: Q SECTION LETTER 188.02' L-- -- A SHEET WHERE SECTION IS SHOWN 2 �' It ►1 T9 o o 0 11 KINGSCROSS ►► I l 11 ° �Jr Lir f o o i1 I "` r' r xo s ~) `" SEEVENUE SHEET 3 o Q ►► H / ,I � AUSSIE AVENUE o z u o SEE SHEET 2 0 :� � PROPOSED �� I I, N o 0 , , 1 N X o clio�J J I 20 2Q J J M o N , 2a 20' , a w o 1 O 9 c9 2° PARK SITE o °�° �`' 30' 30 L_ - - - - W - - - - _ J 30' _ 3o w c3 u: Q Lvol N ++ ++ rnrnl 5' rnrn J ¢JJ tiLL Lam- �n _ >w �� u ') LA Lri ui a Of p a rY `9 �� g° 2 (3 r'- 0o 00 w W co(o ¢ ► w 1 Ili'n v>w ¢o 1 C>o t` t` ¢ N N O Z n R/W as �j aQ ++I I W 1 ++ z rn Y a,rn v'O' 1 � I ++ ole 0i= a'0 uu W Wu) ooI `3 ( 1 Cl Of =O ij Loki), {�� -*¢ 1 (w c.9 .1� Z W n� 60 1 �. Q¢ M ¢¢ Li -n<65- 04 ++ 26 Mto IM Q: 1 ¢ Mw ++ I / U ♦- F- N N O CU Q¢ W U d• d• LLj 7 c6 to U3 W Ln to •- F- f- > - :� LLi totn o� �� EXISTING 00 FL 1 fnr dd 'ter¢- I� �� ¢F -aa 1 CURB & u� rri N it m a� uu t GUTTER 20,00' 3 R/W-- ' 3 R/W� AND SIDEWALK S89'30'50"E R - - - _ - f f STA. 9+15.46, F-L•_(LEFT © ® ------------- l - - 6,. SEWER 0 ------ STA• 9+36.41, F.L. (RIGHT) M 6" SEWER Co� -------- - 1 GRADE BREAK ` N00'29'10"E N 125.97' N FL 6" SEWER FL 5 EXISTING 0-1 STA. 9+58.08, C.L. 17.46LT.= 95 00' " 8" SEWER STA. 9+15.46, F.L. (LEFT) STA. 9+36.41, F.L. (RIGHT) Cw Q oo. i _ _ N - CC b 1t+ 0 6 N00'29'10"E 12+00 Cl t3+00 260.Oa' - - - t4+oo N00'29'10"E. - - - 6 04M i �+ 7 to ' FL 11) _ _ __ _ 7 - - - - - - - - - - -------- - - 8 Q _ - ----- 7CR /W i _i 3 p R/W II WI r� ao L` ILL W -!I > LZ UI u: Q t{ I ¢ II t� w II J i ~ I C) o rn rn rn Lr o F- rn rn rn Li ui p �' ao o N w oo r; t ' ►� N N �- o rS r o o `r O r O o r 0 00 I o) rn o L, JJ JJ 'S + + + O N U I L0 pl, + C,4 co C5 O O tD +1 ULi ULL- LLJ O IO � O CD + Yul W ± W ± � (n W N N� W + N m¢ I M I J W + I JJ -� t rn >.- J�-I Jo > I >� MI -j -j >�� >' �� ¢w( rn I J >� 1Y•ULA>-U Q1 r�i(o �[jLri o I o N du: -1 ¢? � �1 a +I = 6Lr_ � � YLLJ (-3 ii � � a I x, ¢ ¢ ¢ a o J Ooh soca Q Q Q ,1r: 1¢- �Y O F F O F .N \ H O d L>L� ¢� F- F co \o c� cn cnl c� cn A ^ ( rn rn c� a Zoo o I V) 00 (p (o (n V) C� u) Y O'\i ++ ++ LQU Cn0 (n� _1J d� Q 00 V) V) 7iQ (D o01 Q , 11 moo+ `Z "" u w toto �Lri 1 I N+ C)++ M+ 32 I M ++ d st ++ M d U r W3 r; ' 0 12 ' 13 c4T 14 nM Z �� r r r �� 28 1 w W r w ( < dd W NN o o rnN AUSSIE AVENUE 0_ dd Q dd Q ra_' f / �t o c� cn w N t~n c i m ci CO~(n4-00 N SEE SHEET 2 , L, i cn Ln a v) v� a J 1� L1 r Z F- Q w M N P I-�l-� o� c� (~iJ u z a d 27 WALKABOUT DRIVE SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 374 372 370 368 366 364 362 360 358 356 16+00 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA Q 20.00' 31.42' 20.00' 90'00'00" Q 42.00' 188.02' - 256'30'02 1) 42.00' 114.67' 201.35' 156'26'04" ® 42.00' 73.35' 50.11' 100'03'58" 5) 35.00' 38.46' 21.43' 62'57'52" © 30.00' 7.09' 3.56' 13'32'10 Q) 1 20.00' 31.41' 20.00' 89'59'49" ® 1 20.00' 31.42' 20.00' 90'00'11" _ _ N - CC b 1t+ 0 6 N00'29'10"E 12+00 Cl t3+00 260.Oa' - - - t4+oo N00'29'10"E. - - - 6 04M i �+ 7 to ' FL 11) _ _ __ _ 7 - - - - - - - - - - -------- - - 8 Q _ - ----- 7CR /W i _i 3 p R/W II WI r� ao L` ILL W -!I > LZ UI u: Q t{ I ¢ II t� w II J i ~ I C) o rn rn rn Lr o F- rn rn rn Li ui p �' ao o N w oo r; t ' ►� N N �- o rS r o o `r O r O o r 0 00 I o) rn o L, JJ JJ 'S + + + O N U I L0 pl, + C,4 co C5 O O tD +1 ULi ULL- LLJ O IO � O CD + Yul W ± W ± � (n W N N� W + N m¢ I M I J W + I JJ -� t rn >.- J�-I Jo > I >� MI -j -j >�� >' �� ¢w( rn I J >� 1Y•ULA>-U Q1 r�i(o �[jLri o I o N du: -1 ¢? � �1 a +I = 6Lr_ � � YLLJ (-3 ii � � a I x, ¢ ¢ ¢ a o J Ooh soca Q Q Q ,1r: 1¢- �Y O F F O F .N \ H O d L>L� ¢� F- F co \o c� cn cnl c� cn A ^ ( rn rn c� a Zoo o I V) 00 (p (o (n V) C� u) Y O'\i ++ ++ LQU Cn0 (n� _1J d� Q 00 V) V) 7iQ (D o01 Q , 11 moo+ `Z "" u w toto �Lri 1 I N+ C)++ M+ 32 I M ++ d st ++ M d U r W3 r; ' 0 12 ' 13 c4T 14 nM Z �� r r r �� 28 1 w W r w ( < dd W NN o o rnN AUSSIE AVENUE 0_ dd Q dd Q ra_' f / �t o c� cn w N t~n c i m ci CO~(n4-00 N SEE SHEET 2 , L, i cn Ln a v) v� a J 1� L1 r Z F- Q w M N P I-�l-� o� c� (~iJ u z a d 27 WALKABOUT DRIVE SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 374 372 370 368 366 364 362 360 358 356 16+00 9+00 10+00 IDENTICAL POINTS 374 372 370 368 366 364 362 360 358 356 11+00 12+00 13+00 15+00 374 372 370 368 366 364 - 362 360 358 356 16+00 CASE A. ®CONSTRUCT 12' BOTTOM WIDTH DRIVEWAY W/3' WINGS PER C.O.B. STD. ST -4. OSAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY THE CITY W Ln ENGINEER/DESIGN ENGINEER. O6 CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -7. COMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND GUTTER LIP TO A DEPTH OF 12". Ln INSTALL TYPE III BARRICADE WITH W-31 (CA) SIGN WITH OM4-3 7 MARKER AT PHASE BOUNDARY OF TRACT. IF ADJACENT PHASE IS NOT CONSTRUCTED AT SAME TIME, REMOVE AND SALVAGE SIGN EEEEEN. WITH CONSTRUCTION OF ADJACENT PHASE. INSTALL TYPE "F" DELINEATORS - 5 EQUALLY M 'MEN EEMEEMEE O CD N Lo O ME W O 00 � (O �`> Co M Z � v M M sommmmim Mto M N ENIMENIMEMEN UU W = M M ME > U U > > > W F W J > W U N u) W J J J W O ��l O M M cn Ww E - 1 •Q 1-11 cm WINNE W W O W 00 W co vi to v W co -am h w w W a a_ \� E 0 N M M IRE M llowl N O MEN O m d- w W O Y ¢ O W W 0 W W > en N O DO 0 N LLj (oa1 -EW W 0 Ln Lo W 0 Lu Q M + + may + im + W.- M W (n W w E d+• Lu - ' H V H C9 Cn �� IW N M L� m 11011 N (n E CL (~ --- .-,- I GR I 61"I'Moill ENTERLIN - - S= -- - -- -- - -- SE - -- - - -- Elm EXIST. URB & E Mom. Si PROPO S= -0.5q 0 S=0.25% ED EAST FLOWLIIN E STREE IMPRO MENT PROPOSED EAST FL WLINE L PLANS i T-1. simmmmmmmmm MENNEEN E N ME simmmmommommmmmmmm MENE ME 9+00 10+00 IDENTICAL POINTS 374 372 370 368 366 364 362 360 358 356 11+00 12+00 13+00 15+00 374 372 370 368 366 364 - 362 360 358 356 16+00 9+00 10+00 11+00 CONSTRUCTION NOTES: O1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. O CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3. aCONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL UNITS STANDARD PLAN RSP ARRA CASE A. ®CONSTRUCT 12' BOTTOM WIDTH DRIVEWAY W/3' WINGS PER C.O.B. STD. ST -4. OSAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY THE CITY W Ln ENGINEER/DESIGN ENGINEER. O6 CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -7. COMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND GUTTER LIP TO A DEPTH OF 12". Ln INSTALL TYPE III BARRICADE WITH W-31 (CA) SIGN WITH OM4-3 7 MARKER AT PHASE BOUNDARY OF TRACT. IF ADJACENT PHASE IS NOT CONSTRUCTED AT SAME TIME, REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. INSTALL TYPE "F" DELINEATORS - 5 EQUALLY M M O CD N Lo O W O 00 � (O �`> Co M Z � v M M Mto M Ln UU W = M > U U > > > W F W J > W U N u) W J J J W O ��l O M M cn Ww - •Q W cm W W O W 00 W co vi to v W co (D h w w W a a_ \� 0 0 M M I M N O O m d- w W O Y ¢ O W W 0 W W > en N O DO 0 N LLj (oa1 ((6 W 0 Ln Lo W 0 Lu Q M + + may + m + t j W W (n W w ems•- d+• Lu - ' H V H C9 Cn �� IW N M L� m M N (n CL (~ GR ND ENTERLIN - - S= -- - -- -- - -- -- - -- - - -- EXIST. URB & Si PROPO S= -0.5q S=0.25% ED EAST FLOWLIIN E STREE IMPRO MENT PROPOSED EAST FL WLINE PLANS i T-1. 9+00 10+00 11+00 CONSTRUCTION NOTES: O1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. O CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3. aCONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL UNITS STANDARD PLAN RSP ARRA 12+00 13+00 NOTES: 1. FOR SEWER AND STORM DRAIN CONSTRUCTION, SEE SEWER AND STORM DRAIN PLANS FOR DETAILS. 2. LOCAL STREETS PAVEMENT TO BE: A. FOR AUSSIE AVEUNE: TEMPORARY PAVEMENT FROM STA. 9+99.99 C.L. TO STA. 12+33.39 C.L. 0.20' TYPE "B" A.C. OVER COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY. PERMANENT PAVEMENT: FROM STA. 12+33.39 C.L. TO STA. 22+52.70 G.L. 0.20' TYPE "B" A.C. OVER 0.75' CL 2 AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. B. FOR ALICE SPRINGS AVENUE AND WALKABOUT DRIVE: 0.20' TYPE "B" A.C. OVER 0.75' CL 2 AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. C. FOR KENDRA STREET, KINGSCROSS AVENUE, WALLABY COURT AND STRAWBRIDGE COURT 0.20' TYPE "B" A.C. OVER 0.65' CL 2 AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.Q.B. STD. D-14 UNLESS NOTED OTHERWISE. 15+00 !f1 V/ -.i7 -l4 lFAASf, 4 otli tq Oy-lob- lG Fame. 3 otaq St C 0 RD MR,A 111NCl CASE A. ®CONSTRUCT 12' BOTTOM WIDTH DRIVEWAY W/3' WINGS PER C.O.B. STD. ST -4. OSAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY THE CITY W Ln ENGINEER/DESIGN ENGINEER. O6 CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -7. COMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND GUTTER LIP TO A DEPTH OF 12". INSTALL TYPE III BARRICADE WITH W-31 (CA) SIGN WITH OM4-3 7 MARKER AT PHASE BOUNDARY OF TRACT. IF ADJACENT PHASE IS NOT CONSTRUCTED AT SAME TIME, REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. INSTALL TYPE "F" DELINEATORS - 5 EQUALLY SPACED. 12+00 13+00 NOTES: 1. FOR SEWER AND STORM DRAIN CONSTRUCTION, SEE SEWER AND STORM DRAIN PLANS FOR DETAILS. 2. LOCAL STREETS PAVEMENT TO BE: A. FOR AUSSIE AVEUNE: TEMPORARY PAVEMENT FROM STA. 9+99.99 C.L. TO STA. 12+33.39 C.L. 0.20' TYPE "B" A.C. OVER COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY. PERMANENT PAVEMENT: FROM STA. 12+33.39 C.L. TO STA. 22+52.70 G.L. 0.20' TYPE "B" A.C. OVER 0.75' CL 2 AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. B. FOR ALICE SPRINGS AVENUE AND WALKABOUT DRIVE: 0.20' TYPE "B" A.C. OVER 0.75' CL 2 AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. C. FOR KENDRA STREET, KINGSCROSS AVENUE, WALLABY COURT AND STRAWBRIDGE COURT 0.20' TYPE "B" A.C. OVER 0.65' CL 2 AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.Q.B. STD. D-14 UNLESS NOTED OTHERWISE. 15+00 !f1 V/ -.i7 -l4 lFAASf, 4 otli tq Oy-lob- lG Fame. 3 otaq St C 0 RD MR,A 111NCl m.® J m cn W Ln CN fn :z Z W W � � o� Z � v Ln UU W = > U U W F of U N cn (n m cm 00 v v w w a a_ 0 0 N N w w 0 Q 0 N O 0 0 0 m.®