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HomeMy WebLinkAbout1.1-6209 Ph 2 - 4 Revisionc c 5 f i r c. rr_ U i c� z Ly- x c� L L A.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 same 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 paint binder has been applied shall be closed to public traffic. Care shall be taken to avoid tracking binder material onto the existing pavement surface beyond the limits of construction. 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 lane. Such additional asphalt concrete shall be hand raked and compacted to form temporary conforms before the lanes are opened to public traffic. Kraft paper, 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 all 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 CU YD 1449 1430 719 3598 SUBGRADE PREPARATION SQYD 6457 6600 3095 16152 CURB AND GUTTER LF 2631 2933 1419 6983 SIDEWALK SOFT 7576 1 8787 4704 21067 DRIVEWAY SOFT 3132 3469 1342 7943 HANDICAP RAMPS SOFT 1589 1379 592 3560 STANDARD STREET NAME SIGNS EA 6 5 3 14 5800 LUMEN STREET LIGHTS EA 1 4 6 3 13 MONUMENT ENCASEMENTS EA 6 8 3 17 SAW CUT LF 80 120 - 200 12' WIDE CROSS GUTTER SOFT - 1502 614 2116 LOCAL STREET LENGTH LF 1 1743 1536 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 O 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. ED 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 -OF -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 "GREENBOOK ", 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 AND 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 CITY OF BAKERSFIELD KERN COUNTY CALIFORNIA STREET CONSTRUCTION PLANS IM Im KV TRACT NO. 6209 PHASES 2 TH U 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 a1. COVER SHEET ®R2. AUSSIE AVENUE 3. KINGSCROSS AVENUE 4. STRAWBRIDGE COURT, WALLABY COURT, AND ALICE SPRINGS AVENUE 5. KENDRA STREET AND WALKABOUT DRIVE LEGEND: FP ACHECO ABBREVIATIONS FL FLOWLINE 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 0 FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. S -29, o EXISTING SURVEY MONUMENT _ + FURNISH & INSTALL STREET SIGN PER C.O.B. STD. S -40. O + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. S -40. Z FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14 FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST -14 0 R1 -1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: "W3 -1" - STOP AHEAD PROJECT "R1 -1" - STOP "S5 -2" - END SCHOOL ZONE 0 O "R6 -1" - ONE WAY "S4 -2" -WHEN CHILDREN ARE PRESENT `n "R5 -1" - DO NOT ENTER "S4 -3" - SCHOOL "R26(CA)" - NO PARKING "R2 -1" - SPEED LIMIT 20 cQ "R3 -5R" - RIGHT TURN ONLY "R4 -7" - KEEP RIGHT "R81(CA)" - BIKE LANE "W31(CA)" - END W /OM4 -3 MARKER NOTE: "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 "WI-6" - SINGLE ARROW CODES. "W1 -1" - CURVE ARROW "W3 -3" - SIGNAL AHEAD - - - - - - - -u STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS 0 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 - --- - QS SEWER MANHOLE - REFER TO SEWER & STORM DRAIN PLANS. © SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. TRACT BOUNDARY PHASE LINE O1 CURVE NUMBER FOR CURVE DESCRIPTION ITEM OF WORK - SEE SCHEDULE SECTION DESIGNATION: SECTION LETTER -- -- A 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 CITY OF BAKERSFIELD KERN COUNTY CALIFORNIA STREET CONSTRUCTION PLANS IM Im KV TRACT NO. 6209 PHASES 2 TH U 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 a1. COVER SHEET ®R2. AUSSIE AVENUE 3. KINGSCROSS AVENUE 4. STRAWBRIDGE COURT, WALLABY COURT, AND ALICE SPRINGS AVENUE 5. KENDRA STREET AND WALKABOUT DRIVE VICINITY CENTERLINE STORM DRAIN LIP CURB AND GUTTER FLOWLINE CURB AND GUTTER TYPICAL CATCH BASIN LOCATION AT CURB RETURN ENGINEER'S STATEMENT THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE RDINANCES STANDARDS AND DESJ�N CRITERIA SHALL BE CORRECT CORRECTESID DURIDd' ONSTRUCTION. //-) APPROVED BY: ROGER A. MCINTOSH R.C.E. 33322 EXP. 6 -30 -08 -1-13-o7 DATE 7 APPROVED BY: RAUL M. ROJAS PUBLIC WORKS DIRECTOR DATE R.C.E. 39880 EXP. 12 -31 -07 Ka REVIEWED BY: ASSISTANT PUBLIC WORKS DIRECTOR REVIEWED BY: l T AFFIC ENGINEER a. TRACT No. 5215 M. BK, 39, PG, 55 KEY MAP SCALE: 1 ' = 200' SHEET NQ REViSJOIV .aPpkO D 0Y 2n�eR A. McI�J7oSrj 1�.c.>r.333iZ &-xp O�c�3U /I(o REvl5Iz)Q AP +>ROV'CD 8Y: R.C. E. 31178 EX-P. 101 9 1 8 1 7 I 6 i 5, v E st . TFIT. I I I I 7R 5413 I i IAKI /2- Z -/�- D ,ATT_Z rm�2 NC> a 0 w y' \ N ]� J U C� 5� a 0 FP ACHECO ROAD Li W > Q FAIRVIEW ROAD w w o z _ t O z o Z 0 44e PROJECT 0 O SITE `n BERKSHIRE ROAD cQ VICINITY CENTERLINE STORM DRAIN LIP CURB AND GUTTER FLOWLINE CURB AND GUTTER TYPICAL CATCH BASIN LOCATION AT CURB RETURN ENGINEER'S STATEMENT THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE RDINANCES STANDARDS AND DESJ�N CRITERIA SHALL BE CORRECT CORRECTESID DURIDd' ONSTRUCTION. //-) APPROVED BY: ROGER A. MCINTOSH R.C.E. 33322 EXP. 6 -30 -08 -1-13-o7 DATE 7 APPROVED BY: RAUL M. ROJAS PUBLIC WORKS DIRECTOR DATE R.C.E. 39880 EXP. 12 -31 -07 Ka REVIEWED BY: ASSISTANT PUBLIC WORKS DIRECTOR REVIEWED BY: l T AFFIC ENGINEER a. TRACT No. 5215 M. BK, 39, PG, 55 KEY MAP SCALE: 1 ' = 200' SHEET NQ REViSJOIV .aPpkO D 0Y 2n�eR A. McI�J7oSrj 1�.c.>r.333iZ &-xp O�c�3U /I(o REvl5Iz)Q AP +>ROV'CD 8Y: R.C. E. 31178 EX-P. 101 9 1 8 1 7 I 6 i 5, v E st . TFIT. I I I I 7R 5413 I i IAKI /2- Z -/�- D ,ATT_Z rm�2 NC> a 0 w y' \ N ]� J U C� 5� a 0 �I FD. CONC. MON. TAGGED R.C.E. 15823 IN L.H. PER TRACT No. 5310 PHASE 1 1plZ CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA Q1 300.00' 160.33' 82.13' 30'37'14" Q 288.00' 153.91' 78.84' 30'37'10" 3Q 312.00' 109.39' 55.26' 20'05'16" ® 20.00' 31.42' 20.00' 90'00'06" 5Q 20.00' 1 31.42' 1 20.00' 90'00'00" (D 20.00' 1 31.42' 1 20.00' 90'00' 11 " Q 20.00' 1 31.41' 1 20.00'189-59'49" QIW I I 30' 30' 372 10' 12' 1 VARIES 10' 0 W O 12'- 18 00 I m > ItD Q r7 OD t7 N W 0j N J W I w to > w > N > Q W > W W fn 57< Co W Im V) O p W J I J Lap (n - X cD 1 'j w U- 2> 0 J Q U > W X QIW I- J QWW O �JJ w ii M +I Q W m +I Li +I SECTION w - H-H a -H -JH) 366 SCALE 1 " =20 TEMPORARY PAVEMENT UW EXIST. CURB & GUTTER SEE NOTES FOR SPECIFICATION VERT. 1 SECTION B m °' PL SCALE 1 " =20' HORIZ, 2 w 0 O r7 co U-5 1 " =2' VERT. Q ± ± 30' 1 30' 0 I I VARIES 12' 372 _X 12' -18' a z I W O I n O I m > ItD Q r7 r7 t7 N W 0j N J N to > w of W (.il� a l 3W 3 W W (> J J C� J z W W l� ZW GOON Z Opp Z ~O0 (n00 CJ \,Q . 20 I 2.11q 00'i X �CCi TEMPORARY PAVEMENT QWW O �JJ U UQQ F-F-F- SEE NOTES FOR SPECIFICATION 6-1' (VWW M SECTION w - H-H a -H -JH) 366 SCALE 1 " =20 HORIZ. 2 UW EXIST. CURB & GUTTER 1 " =2' VERT. 1 " Q-� PZAP � 374 vl wlz 372 _X STATIONING STATIONINI a z d 370 CL w � O O II N it W J ° ~ JO 368 N � °-, O_ �N In 04 366 T O Juj W UW W o U a i 000 z W uoo 364 GOON Z Opp Z ~O0 (n00 CJ \,Q . 1= +Co� N OM)r7 X ++ m W 00 00'i X �CCi Ia- 362 QWW O �JJ U UQQ F-F-F- (n 6-1' (VWW M O J M J w - H-H a -H -JH) 366 _ S =- 0.40x- W UW EXIST. CURB & GUTTER Z r7W SEE TR. 5310 -PH. 1 358 STREET IMAPIROVEMENT m °' PL N r7 356 w 0 O r7 co U-5 a) o 'If N co 10 +00 374 372 370 I 368 I 366 I� 364 I 362 360 [� i;] 356 s ? Q pyq' Q�p� PARCEL 2 P.M.W. No. 26 -93 8„ SEWER 73.07' 12 +ate vl wlz CENTERLINE _X STATIONING STATIONINI a z p z CL 31 � O QI it J (np (Q N N C) O_ �N J o° a II W ^ry W� z W (.L JN J 0 O \,Q . m o 00'i X �CCi Ia- N d �• (n 6-1' (VWW Z O J M J xOO� Jm a O_ z Lj> W W UW U ~ Z r7W Of Uw (n z PARCEL 2 m °' NNj N r7 ',r P.M.W. w 0 O r7 co U-5 a) o 'If N co No. 26 -93 Q ± ± -0-+-- o ± a . 16 0 c=L(nZm (n W Lu UQQ LjQ 0 �j� W N(n W 0 W s ? Q pyq' Q�p� PARCEL 2 P.M.W. No. 26 -93 8„ SEWER 73.07' 12 +ate 11+00 12 +00 w r;o m M wlz CENTERLINE FLOWLINE STATIONING STATIONINI a z EX. TYPE III BARRICADE c� 3 CL 31 � O QI it J (np (Q N N C) O_ �N J O N < c� W �� `� z W (.L JN Jr7M O Ln 00 00 u ) W I! w 00'i X C) cq U J Q d m 'n II 00 r7 F- 0 6-1' (VWW M O J M J xOO� Jm ZO J(j O-IJ z Lj> W > ¢ > > - Q O M CM6 Z r7W ~ UW Uw Lj W cn m m C 4m CV wri I N > > > > Q ,e) W W W > > > > W W W (+� J 0 LaJ LJ W J ui � a F- <� Q U W Q r0`) - m O O Z . 16 ui c=L(nZm CD (j �\M Lu m M W x �j� 04 2r NN O (.rr7j FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST -14. m 1-3Co ++ W ++ m - ui O O_ Z NN ^N N PROPOSED NORTH n (D Ln LJ .- Z t$ EDGE OF PAVEMENT o - w (n cn W V)w � N VRTICAL S =- 0.45% w NN FUTURE FLOWLINE �S= -0.447. FUTURE FLOWLINE 11+00 12 +00 w r;o S= -0.25% S =0.547. - PROPOSED NORTH FLOWLINE 14+00 J J J J 3 \.J _ - _ - AUSSIE AVENUE SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL m M wlz PROPOSED SAWCUT LIMIT LINE REMOVE AND REUSE M a 372 EX. TYPE III BARRICADE c� 3 co 31 � Z Y QI it � (np (Q (p C) Win to o BOUNDARY Cl O N + c� W OD N z W co to cfl INSTALL TYPE "F" DELINEATORS - 5 EQUALLY W (00 PIVC Ln 00 00 u ) U) CL �I (D cl � 10 cq U J Q d m 'n II 0 0) I r O J M J Q W coo " O I ^ M CC) m O) z Lj> W W J ¢ > > - Q O M CM6 Z r7W mw u)npm) I U-) U-) U) I r7M cn m m C 4m CV wri I N > > > > Q ,e) W W W > > > > W W W (+� J 0 LaJ LJ W J ui w W W w F- <� N+,) aQ4 Q U QM W / 44 d V HOW (.0 Q N . 16 d N c=L(nZm CD (j �\M Lu m M W S= -0.25% S =0.547. - PROPOSED NORTH FLOWLINE 14+00 J J J J 3 \.J _ - _ - AUSSIE AVENUE SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL NORTH FLOWLINE WALKABOUT DRIVE SEE TRACT 6209 -PHASE 1 STREET IMPROVEMENT PLANS 6 1 1 �� I m M 100.00' VERTICAL CURVE PROPOSED SAWCUT LIMIT LINE REMOVE AND REUSE M a 372 EX. TYPE III BARRICADE c� 3 co 31 � Z Y C5 it � (np (Q (p C) Win 0 o BOUNDARY Cl O N + La� W OD N w Q La W co to cfl INSTALL TYPE "F" DELINEATORS - 5 EQUALLY W (00 PIVC Ln 00 00 u ) U) co N m r7 (D cl 06 N M S =0.25% `z`'� `~ Ld N Q 6 J d J W O J 11 J - PROPOSED NORTH FLOWLINE 0 Z U> W 0 CJ O+ N N ZN�J V) <j > ¢ > > - Q O U CU 4 m +m° o C6 U) CL V) Li (n __ ------- _ + J (n APPROXIMATE EXIST. - - _ '- - -_ - -- -- - -- - - - ` - a <w GROUND 0 CENTERLINE S _____�__._____ EXISTING SEWER - REFER TO SEWER & STORM DRAIN PLANS Q U QM W / ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. -0-- _ _ -- -- -�_ -- S =0.25% NORTH FLOWLINE WALKABOUT DRIVE SEE TRACT 6209 -PHASE 1 STREET IMPROVEMENT PLANS 6 1 1 �� I �� oaQQ cn (n z m r- f- w p HJ1\ r it �Q w J 0 30 Y (n U Z oa J J ma of W J ✓� a o� 2 �w a_ (0 -,,IJ Z O U U O 0 � N U Z + O N U N 0la Z u 374 m M LEGEND: CONT.) PROPOSED SAWCUT LIMIT LINE REMOVE AND REUSE M a 372 EX. TYPE III BARRICADE c� 3 co 31 � Z Y r7 co M it � (np >_ o PHASE C) Win o o BOUNDARY Cl O N + z > Q W J N OD m W •--� J U (.L INSTALL TYPE "F" DELINEATORS - 5 EQUALLY H Cn �� oaQQ cn (n z m r- f- w p HJ1\ r it �Q w J 0 30 Y (n U Z oa J J ma of W J ✓� a o� 2 �w a_ (0 -,,IJ Z O U U O 0 � N U Z + O N U N 0la Z u 374 15+00 16 +00 17 +00 18+00 19+00 20+00 21 +00 22 +00 m M LEGEND: CONT.) PROPOSED SAWCUT LIMIT LINE ABBREVIATIONS M FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: 372 FLOWLINE POVC POINT ON VERTICAL CURVE i co C.L. CENTERLINE BVC BEGIN VERTICAL CURVE > r7 co M ELEV N M J W "R6 -1" ONE WAY "W3 -3" - SIGNAL AHEAD 370 (0 M N(0 �_ (� N M (D co O CO M ,.j to r7 r7 r7 r7 00 N I~- W 0 "o ^ 368 M (0M III J J + MO BC W W W J J J J J -I W `j W W W W w N + Mm N ZCQ 366 w W 4 4 4 EL a 4-0 INSTALL TYPE "F" DELINEATORS - 5 EQUALLY Ur N U PIVC IUD N d' CUB N d U � M W U) OQ Q VERTICAL 00 ^ S =0.25% `z`'� `~ 364 S=0.51% FACE OF CURB R/W RIGHT -OF- WAY - PROPOSED NORTH FLOWLINE 362 FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. 0 360 15+00 16 +00 17 +00 18+00 19+00 20+00 21 +00 22 +00 LEGEND: (CONT.) LEGEND: LEGEND: CONT.) PROPOSED SAWCUT LIMIT LINE 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 "W31(C C.L. CENTERLINE BVC BEGIN VERTICAL CURVE PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) -CURVE ARROW "R4 -7" -KEEP RIGHT "W3-3" -END ELEV ELEVATION EVC END VERTICAL CURVE "R6 -1" ONE WAY "W3 -3" - SIGNAL AHEAD BCR BEGIN CURB RETURN PI POINT OF INTERSECTION INSTALL TYPE III BARRICADE WITH W -31 (CA) "R5 -1" - DO NOT ENTER "W14 -1" - NOT A THROUGH STREET ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE ADJACENT PHASE "R26(CA)" - NO PARKING "W14 -2" - NO OUTLET BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE "R3 -5R" - RIGHT TURN ONLY "W1 -7" - DOUBLE ARROW EC END CURVE TC TOP OF CURB INSTALL TYPE "F" DELINEATORS - 5 EQUALLY "R81(CA)" - BIKE LANE "WI -6" - SINGLE ARROW PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT D 100. VERTICAL CURVE F.O.C. FACE OF CURB R/W RIGHT -OF- WAY _________. _.._ _- __ EXISTING STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. 0 STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS CATCH BASIN - TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D -14 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 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. -0-- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. ® SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. (ED - FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST -14. - _ZZL NEW EDGE OF PAVEMENT - TRACT BOUNDARY PHASE LINE t$ VRTICAL C RVE r7 r-i ") ca STA NING STAT10 ING co r7 r7 a d II ~� bO J 0_ uj II a w w 1 III I r7 \ II�� aD� Y O^ W (D oo m O w W Wyw UJ Fw- O I') - -{ ' V7 w l Z P 0) O_ +. 'O N O^ m O i ^ > W #�-`--- N N N N C)C i O { { }} � O 0) � O I~-. 4 OM M 0p > p c6 Oi U1 + J m !.?-( rcOj r7 r7 rl7 r7 N Y. O M O O) 1cli { C� > (� i N> (� r7 \ W CD (� r7 r7 f ° _ (D i W > > .� > > u7 J ! J 'z m N O M Z_ Li W i _j W W M Y W 11. > M (D N Q . W J Oil W m li J J + + j O UJ -N O Z ! NU O _ - I i F UW Y �J -1 W d' (.�0 W Q. LTO MW UW W 0)� _j W O W J V I W W J w W J W (A O {'rl }(') !- �j W I M to M > W + U w �U Y :,y a i N U 0 N Q U Opp aZ p �j Q CJ W W Z f�(O O r7 Zm �J J N �m U-) m i j J i C) V j Li {. U N \ 3 d N Q U t- Z F- O �-'_ -- W m 0 V ZiM N (n W N 0) N M M M N j W w I Cfi •p OM • W OIL { r m00 0 U7 m W N(C) O � ®m O_ M+ WQm�� N I Z +M + n(T mm'cmD _ 0 W + N IW I > W w J 0! W W 4 4 d' '1' Q F- - - - - - - - m O_ d W ' I I -T =f - . o { X� W 0 (O (D� W F- '- + SU+ pr)- [n M + (p :JJ iW W (J-i J W 0 ZIP N (n/ -� - -- -.-- -- ' W O O Q ++ Z F-I r`) H i�C N r M c 10 Z F- J cnw C7 wa F- to �-- -_.._. jr,,,i i •- i PROPOSED SOUTH C7 Q z m 0 Q1 �� Lu N Q Q F-F- Q j U. - Q O_ a > Q F- GROUND 0 CEN RLINE v Q j N d Y UD - W +I+I I m +I f 1-.i Q Q �� EDGE OF PAYMENT ci i w ♦- m I (n to F- N c�� F- (n w 0 w N - ( _ m F- (n __- -� _ S 25% S= 10.20x- ' --r- _ - - - -- _ - -- - -- I -_= - - - - -- - _ - - -1- - -' i� _ - S =0.51 I 5 =0.51 ! I I j EXI I__ CURB GUTTEf S = -0 FUTUR % - - - -t - -I 0.25% P OPOSED #.SOUTH IOWUNE - - I S = -0.2 S - STR ET IMPR VEMENT FLANS ! ! _- S =-�0 FU TTUUII ._____ _ 25% ! I W -_ i I I T 1 IRE FLO WL TINE I I I I I i- __ I I I I I 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 LEGEND: (CONT.) LEGEND: LEGEND: CONT.) PROPOSED SAWCUT LIMIT LINE 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 "W31(C C.L. CENTERLINE BVC BEGIN VERTICAL CURVE PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) -CURVE ARROW "R4 -7" -KEEP RIGHT "W3-3" -END ELEV ELEVATION EVC END VERTICAL CURVE "R6 -1" ONE WAY "W3 -3" - SIGNAL AHEAD BCR BEGIN CURB RETURN PI POINT OF INTERSECTION INSTALL TYPE III BARRICADE WITH W -31 (CA) "R5 -1" - DO NOT ENTER "W14 -1" - NOT A THROUGH STREET ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE ADJACENT PHASE "R26(CA)" - NO PARKING "W14 -2" - NO OUTLET BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE "R3 -5R" - RIGHT TURN ONLY "W1 -7" - DOUBLE ARROW EC END CURVE TC TOP OF CURB INSTALL TYPE "F" DELINEATORS - 5 EQUALLY "R81(CA)" - BIKE LANE "WI -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 -OF- WAY _________. _.._ _- __ EXISTING STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. 0 STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS CATCH BASIN - TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D -14 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 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. -0-- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. ® SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. (ED - FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST -14. - _ZZL NEW EDGE OF PAVEMENT - TRACT BOUNDARY PHASE LINE LEGEND: (CONT.) UNITS STANDARD PLAN RSP A88A CASE A. PROPOSED SAWCUT LIMIT LINE Ot CURVE NUMBER FOR CURVE DESCRIPTION Ot TAPER NUMBER FOR TAPER DESCRIPTION ® ITEM OF WORK - SEE SCHEDULE EXIST. E.P. 1' BACK OR AS DIRECTED CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W /3' WINGS PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) SECTION DESIGNATION: 60 SECTION LETTER -- -- A 2 SHEET WHERE SECTION IS SHOWN INSTALL TYPE III BARRICADE WITH W -31 (CA) CONSTRUCTION NOTES: CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3. O CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL 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. 356 374 Ktia 370 368 366 364 362 360 358 356 V0 L� UNITS STANDARD PLAN RSP A88A CASE A. OCONSTRUCT 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 ENGINEER /DESIGN ENGINEER. 60 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. 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. 356 374 Ktia 370 368 366 364 362 360 358 356 V0 L� LANDSCAPE / AREAT 4.5' COMBINATION SIDEWALK Rl CONC. MON. TAGGED R.C.E. 15823 IN L.H. PER- TRACT 020 A.C. PAVING -J | | 075 AGG. BASE� | 0.50' � T0 95% RELATIVE DENSITY , FL TO FL NOT TO SCALE �r^ _ 374 370 366 362 360 / LANDSCAPE | AREA / 4.5' COMBINATION SIDEWALK CITY OF BAKERSFIELD TEMP. FLOWAGE AND DRAINAGE EASEMENT PER BK. 6486, ABANDONED UPON RECORDATION OF CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA cN It LLI r4) AUSSIE AVENUE SCALE: 1" — 50' HORIZONTAL 1w — 5' VERTICAL WALKABOUT DRIVE SEE TRACT 6209—PHASE cN It LLI r4) cl- ZD 100.00' VERTICAL CURVE 100.00' VIER�CAL CURVE LLJ cn zE CL cq co � — ROGER A. McINTOSH REVISION APPROVED BY. RI.E. 33322 EXP. 06/30/15 REVISION APPR0VED Bt wem*m �SHmw U. t.. w cn w L_ �� a- U) �Zz/ ���� mm �v) V) F]||\(zr— I 12_E_e'� DATE UAIL { | cN It LLI r4) cl- ZD 100.00' VERTICAL CURVE 100.00' VIER�CAL CURVE LLJ cn zE CL cq co or w Of IN Y to F– -j 't a: 'j IMATE EXIST. APqROX _T T — — — — — -- 5iz fn �—Uw I L5 A LO , tk EXIST. CURB & CUTTER PROPOSED NORTH kOwUNE ,STREET IMPROVEMENT PR OPOSED NOR -anus uIr PLANS 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 LEGEND: LEGEND: (CONT.) ABBREVIATIONS RI -1 - FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD T-19: FL RLOvLINE P0vC POINT ON VERTICAL �— ' CAL CURVE ^R1-1^ - STOP ^ V-1 ^ �CURV[ ARROW C. CENTERLINE BVC BEGIN VERTICAL CURVE "R4-7" KEEP RIGHT ~0O�CAT - END ELEV ELEVATION EVC END VERTICAL CURVE ^R6-1^ ONE WAY '03-3' - SIGNAL AHEAD BCR BEGIN CURB RETURN P| POINT OFINTERSECTION ^R5-1^ - DO NOT ENTER ~ W14-1 ^ - NOT A THROUGH STREET ECR END CURB RETURN pRC POINT OFREVERSE CURVATURE ^R26kCAJ^ - NO PARKING ^w04-2^ - NO OUTLET BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE "R3 -5R* - RIGHT TURN ONLY ^ YM-7^ — DOUBLE ARROW , - [C END CURVE TC TOP OF CURB R81(CA)^ - BIKE LAN[ ^yM-O^ - SINGLE ARROW P|VC POINT OF INTERSECTION TP TOP OF PAVEMENT ----- ---------o---------' STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS OF VERTICAL CURVE FC FINISH CONCRETE F.O.C. FACE OF CURB R/W RIGHT-OF-WAY - - EXISTING STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS REFER TO SEWER � STORM DRAIN PLANS �~" � STORM DRAIN MANHOLE FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST—\J. — ==�== � CATCH BASIN - TYPE ^A^ WITH 3.5' OPENINGS PER C.O.B. STD . 0-14 " EXISTING SURVEY UNLESS NOTED OTHERWISE. FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. ----- ----------s---------- SEWER - REFER TO SEWER & STORM DRAIN PLANS - -�,- FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1� EXISTING SEWER REFER TO SEWER & STORM DRAIN PLANS / G SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. -<::D`- FURNISH & INSTALL STREET L|SHT-5800 LUMEN PER C.O.B. STD. ST-14. K� SEWER CL[ANOVT - REFER T0 SEWER 8 STORM DRAIN PLANS. -e'- FURNISH & INSTALL STREET LIGHT-9500 LUMEN PER C.O.B. STD. ST-14. ' --- �z�- ---' -/// ---- zZl- NEW EDGE OF PAVEMENT a ssssssss"a m immommomm m m � TRACT BOUNDARY sss' 'sss sss' sss' ��sss� sss� sss� as= m­ PHASE LINE LEGEND: (CONT.) CONSTRUCTION NOTES: -- - - - - - - - - - PROPOSED SAwC TUM|TUN[ CONSTRUCT TYPE "B" CURB 8c GUTTER PER C.D.B. STD. ST-1. CURVE wUwB[� FOR CURVE DESCRP�OM /��\ ^ CONSTRUCT 4.5 COMBINATION SIDEWALK PER C.O.B. STD 3T-3. TAPER NUMBER FOR TAPER DESCRIPTION CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL ITEM OF WORK - SEE SCHEDULE UNITS STANDARD PL/\N R3P A88A CASE A. u� . /^\ CONSTRUCT 12' BOTTOM WIDTH DRIVEWAY W/3' WINGS CONSTPUCT1O BOT0M WIDTH DRIVEWAY W/3' WINGS \�/ / PER C.O.B. PER C.O.B. STD. ST-4. (UNLESS OTHERWISE NOTED) STD. ST-4 ' SECTION SAVVCUT EXIST. . � E P 1' BACK OR AS DIRECTED BY THE CITY ENGINSECTION_ LEn EER/DESIGN ENGINEER. L CONSTRUCT 12' WIDE CROSS GUT TER PER C.O.B. STD. ST-7. COMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND {UTTER LIP TO A DEPTH OF 12". �c��������o INSTALL TYPE ||| BARRICADE WITH VV-31 ' �A SIGN WITH 0K�4-3 \v/ MARKER AT PHASE BOUNDARY OF TRACT. W-31 ( CA) PHASE IS NOT CONSTRUCTED AT SAME T|k4E, REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. INSTALL TYPE "F" DELINEATORS — 5 EQUALLY SPACED. ' C62( 9 > SAWCUT PORTION OF EXISTING CURB 8c CUTTER TO CONSTRUCT NEW DRIVEWAY LOT NO. 4. 1. FOR SEWER AND STORM DRAIN CON5TRUCTlDN, SEE SEWER AND STORM DRAIN PLANS FOR DETAILS. 2. LOCAL STREETS PAVEMENT TO BE: A. FOR AUSS|E AVEUNE: TEMPORARY PAVEMENT- FROM STA, 9f99.99 C.L. T0 STA. 12f33.39 C.L. 0'20' TYPE ^B^ A.C. OVER COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY. PERMANENT PAVEMENT- FROM STA. 12f33.39 C.L. TO STA. 22f52.70 C.L. 0.20' TYPE ^B^ A.C. OVER 0.75' CL 2 AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED T0 95% RELATIVE DENSITY PER C.O.B. STD. ST-8. 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—Q. C. FOR KENQRA STREET K|NGSCROSS AVENUE, WALLABY COURT AND STRAWBR|DGE COURT 0.20' TYPE ^B^ A.C. OVER 0.85' CL 2 AGGREGATE BASE OVER 0.50' COMPACTED O.G. T0 BE COMPACTED T0 95% RELATIVE DENSITY PER C.O.B. STD. 8T-9. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14 UNLESS NOTED OTHERWISE. _ 374 370 368 366 384 362 360 358 356 372 368 366 364 362 360 358 356 cN It LLI r4) cl- ZD 100.00' VIER�CAL CURVE LLJ zE CL cq or fn LO LLJ > LU I A I— La j -s- �_ U) I � CURB I S ITH lF I ON IlNtF P OPOSED ;SOUTH FIOMJNE 1PROPOSED PROPOSE STRt�Ef IMPROVEMENT PLANS SOU rLUWUNI 10+00 11+00 12+00 00 14+00 15+00 16+00 21+00 22+00 17+00 18+00 19+00 20+00 LEGEND: LEGEND: (CONT.) ABBREVIATIONS RI -1 - FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD T-19: FL RLOvLINE P0vC POINT ON VERTICAL �— ' CAL CURVE ^R1-1^ - STOP ^ V-1 ^ �CURV[ ARROW C. CENTERLINE BVC BEGIN VERTICAL CURVE "R4-7" KEEP RIGHT ~0O�CAT - END ELEV ELEVATION EVC END VERTICAL CURVE ^R6-1^ ONE WAY '03-3' - SIGNAL AHEAD BCR BEGIN CURB RETURN P| POINT OFINTERSECTION ^R5-1^ - DO NOT ENTER ~ W14-1 ^ - NOT A THROUGH STREET ECR END CURB RETURN pRC POINT OFREVERSE CURVATURE ^R26kCAJ^ - NO PARKING ^w04-2^ - NO OUTLET BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE "R3 -5R* - RIGHT TURN ONLY ^ YM-7^ — DOUBLE ARROW , - [C END CURVE TC TOP OF CURB R81(CA)^ - BIKE LAN[ ^yM-O^ - SINGLE ARROW P|VC POINT OF INTERSECTION TP TOP OF PAVEMENT ----- ---------o---------' STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS OF VERTICAL CURVE FC FINISH CONCRETE F.O.C. FACE OF CURB R/W RIGHT-OF-WAY - - EXISTING STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS REFER TO SEWER � STORM DRAIN PLANS �~" � STORM DRAIN MANHOLE FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST—\J. — ==�== � CATCH BASIN - TYPE ^A^ WITH 3.5' OPENINGS PER C.O.B. STD . 0-14 " EXISTING SURVEY UNLESS NOTED OTHERWISE. FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. ----- ----------s---------- SEWER - REFER TO SEWER & STORM DRAIN PLANS - -�,- FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1� EXISTING SEWER REFER TO SEWER & STORM DRAIN PLANS / G SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. -<::D`- FURNISH & INSTALL STREET L|SHT-5800 LUMEN PER C.O.B. STD. ST-14. K� SEWER CL[ANOVT - REFER T0 SEWER 8 STORM DRAIN PLANS. -e'- FURNISH & INSTALL STREET LIGHT-9500 LUMEN PER C.O.B. STD. ST-14. ' --- �z�- ---' -/// ---- zZl- NEW EDGE OF PAVEMENT a ssssssss"a m immommomm m m � TRACT BOUNDARY sss' 'sss sss' sss' ��sss� sss� sss� as= m­ PHASE LINE LEGEND: (CONT.) CONSTRUCTION NOTES: -- - - - - - - - - - PROPOSED SAwC TUM|TUN[ CONSTRUCT TYPE "B" CURB 8c GUTTER PER C.D.B. STD. ST-1. CURVE wUwB[� FOR CURVE DESCRP�OM /��\ ^ CONSTRUCT 4.5 COMBINATION SIDEWALK PER C.O.B. STD 3T-3. TAPER NUMBER FOR TAPER DESCRIPTION CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL ITEM OF WORK - SEE SCHEDULE UNITS STANDARD PL/\N R3P A88A CASE A. u� . /^\ CONSTRUCT 12' BOTTOM WIDTH DRIVEWAY W/3' WINGS CONSTPUCT1O BOT0M WIDTH DRIVEWAY W/3' WINGS \�/ / PER C.O.B. PER C.O.B. STD. ST-4. (UNLESS OTHERWISE NOTED) STD. ST-4 ' SECTION SAVVCUT EXIST. . � E P 1' BACK OR AS DIRECTED BY THE CITY ENGINSECTION_ LEn EER/DESIGN ENGINEER. L CONSTRUCT 12' WIDE CROSS GUT TER PER C.O.B. STD. ST-7. COMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND {UTTER LIP TO A DEPTH OF 12". �c��������o INSTALL TYPE ||| BARRICADE WITH VV-31 ' �A SIGN WITH 0K�4-3 \v/ MARKER AT PHASE BOUNDARY OF TRACT. W-31 ( CA) PHASE IS NOT CONSTRUCTED AT SAME T|k4E, REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. INSTALL TYPE "F" DELINEATORS — 5 EQUALLY SPACED. ' C62( 9 > SAWCUT PORTION OF EXISTING CURB 8c CUTTER TO CONSTRUCT NEW DRIVEWAY LOT NO. 4. 1. FOR SEWER AND STORM DRAIN CON5TRUCTlDN, SEE SEWER AND STORM DRAIN PLANS FOR DETAILS. 2. LOCAL STREETS PAVEMENT TO BE: A. FOR AUSS|E AVEUNE: TEMPORARY PAVEMENT- FROM STA, 9f99.99 C.L. T0 STA. 12f33.39 C.L. 0'20' TYPE ^B^ A.C. OVER COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY. PERMANENT PAVEMENT- FROM STA. 12f33.39 C.L. TO STA. 22f52.70 C.L. 0.20' TYPE ^B^ A.C. OVER 0.75' CL 2 AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED T0 95% RELATIVE DENSITY PER C.O.B. STD. ST-8. 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—Q. C. FOR KENQRA STREET K|NGSCROSS AVENUE, WALLABY COURT AND STRAWBR|DGE COURT 0.20' TYPE ^B^ A.C. OVER 0.85' CL 2 AGGREGATE BASE OVER 0.50' COMPACTED O.G. T0 BE COMPACTED T0 95% RELATIVE DENSITY PER C.O.B. STD. 8T-9. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14 UNLESS NOTED OTHERWISE. _ 374 370 368 366 384 362 360 358 356 372 368 366 364 362 360 358 356 cN It LLI r4) cl- ZD cN cl- ZD LLJ zE CL cq or r C t I f i L_ -c L. i i L r 0 �xx�x 376 374 372 370 ~� > M uj 368 W W U W 366 Z Q " �z o0 UNZ� d :5z + M ZW O + 364 ° Z� F W Q�N FQ- 362 m m- P -H u' S= -0.38% 360 S= -0.38% S= -0.20% _ EXIST. CURB & GUTTER - 358 SEE TR. 5310 -PH. 1 STREET IMPROVEMENT PLANS 356 10 +00 11+00 12 +00 'ERTICAL CU U (n c cn c cD . u u > n M \ L LOAM M > Ld Y W W J W Z� L Li>W W r Z Zm w r N N N U C, N I��W + + LLJ U > 0 0 S =0.37% Y Q w m W p a LINE TABLE LINE BEARING DISTANCE L1 S44'31'07 "E 15.77' CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 11) 300.00' 235.58' 124.24' 44'59'32" (Z 300.00' 105.79' 53.45' 20. 12'16" 3Q 300.00' 129.79' 65.93' 24'47'16" ® 280.00' 219.87' 1 115.96' 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" 9Q 320.00' 98.15' 49.46' 17'34'23" ® 20.00' 31.42:1 90.00'11" 19 20.00' 31.41' 20.00' 89. 59'49" "1 , %A w w' ' W W %S# r-% V L 1 , %o L SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 50.00' VERTICAL CURVE r- O m to co co co O 0) M O cD ai o co D co M `n > M M > M J Q > t0 > J W w Qf JO J W W r m WM W N (\ D r- W L6 t\ + N J M + + 0 +W Z+ + M C) Lj tL APPROXIMATE EXIST. j a d d GROUND ® CENTERLINE m a- V) ° (n > U) 2 (n 41 (n (n- -f - - - - - - - - - - - - - - - - - - - - - j S -0.31 PROPOSED NORTH FLOWLINE 13 +00 14 +00 15 +00 16 +00 17 +00 S= -0.25% O M w o J w O O c0 N M �> N J + m W w d ma 18 +00 S=-0.51% Ib O Lj W h �5I M to j Q W J W wl Y � �U m 5 =1.18% 19 +00 Fj � - I A c r W N dd N (n IJ >I L' a CD pIN Z d =I O + m QIQ 1 `n I I-------------------------- I S =0.25% PROPOSED NORTH FLOWLINE FZIIIurill, pi WALKABOUT DRIVE SEE SHEET 5 376 374 372 N to to 370 j O 00 w N�� 368 W d cD O 45 M to -: M °° > > > w 366 + J J J W N W W W N 4 4 4 L j Q d N C� 364 - - - - - - - - - - - - m � M W - 362 5= 1.62% 22 +00 23 +00 360 358 356 2 (i INTERSECTION STA. 23 +21.66 C.L., KINGSCROSS AVE.= STA. 11 +25.97 C.L., WALKABOUT DRIVE II 0 0 a N -c 376 - - So oo' so.o ' - _ i -� 376 VER11C CURVE RTICAL CURVE 374 . -- 374 I bONSTRU T �>: �� ob z 372! 12' WI E CROS GUTTER; r- a_ .o ^ ONSTRU T _ D- I I ONSTRU T 372 I^ n �'M LL w (00° 0o µ �I M F- >�M M ,^ Iw � =�N � ! N GUTTER ~o 370 r - - - �� w M OI J ; M> W �� w (J,10 (? N p� w IU > N 370 ui �3 W O M W I J Z J> W W J I(n J m L�i.11 M") W i•- O O W ^ N I W CO W �' J 368 F-- I W I_ . - _ o o M o o ` -- - J W8 m tY W W O (� Z_ _J J O O I'4, W N M M M M N Ld F`pM O J pl G1�J O �Q 'Jw CO �N UI V ^_ W NI >>� NW > >>W��I+ K,O UO -Z ^ C W d' a W m W p O m Ip M U + iW J J Q 'J J + ___._ Eli 366 .<O o Q N + J(n M + J w U + -} - + 366 i Wm + + N U (n p.� J U °. j j U r 14 4 d Z I tY 4 4 4 S Q Q z rn p r- r- �i �Qw � ai A ROXIMAIfE EXIST. > j d N '►' I-) r+I� C'4 ! N" ti- to i u7 c� a mui 3 ,� I? o Ci < I<? Y cU t� N a• a n. (n U I z U d + • + Q Q U . Qua > Q d Li a GR UND ® ENTERLI E ao as -L,i ,,� M -Y4 364 - m�+I mV)i LL � m(n (n C� zp to -- - - --IW� -- - - , -- - -- - -- -- - -- -- - - -'- - ' -I- - -- - - -- -- - - -- - -- - - n W(~n Li C c`-n (n - - I - - -1 - - 362 I _ -- 362 I S 0.25% -0.80% s =o. 5% S = -0. % 360 360 _ = o S= 0.20% - = -0.51 s= EXIST. CURB & 4TTER _ - - - - - _ - J PROPOSED SOUT -I FLOWLINE Tr POS SOUTH OWLINE 358 !STREET MPROVE ENT I - FLANS ; I 356 - -_ i -.�_ _ I i _ - 356 10 +00 11+00 12 +00 13+00 14+00 LEGEND: LEGEND: (CONT.) ABBREVIATIONS R1 -1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: F.L. FLOWUNE POVC POINT ON VERTICAL CURVE �- C.L. CENTERLINE BVC BEGIN VERTICAL CURVE "R1 -1" -STOP "W31(C -CURVE ARROW "R4-7" KEEP RIGHT "W3 ELEV ELEVATION EVC END VERTICAL CURVE - "R6 -1" ONE WAY "W3 -3-3" " -END - 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 "R26(CA)" - NO PARKING "W14 -2" - NO OUTLET BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE "R3 -5R" - RIGHT TURN ONLY "Wl -7" _ DOUBLE ARROW EC END CURVE TC TOP OF CURB "R81(CA)" - BIKE LANE "VY1 -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 -OF -WAY - - -- _ _ . _ -- _�.____ EXISTING STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS 0 FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. ® STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS CATCH BASIN - TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D -14 @ 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 -- - �- s - - -- FURNISH &INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T -1. EXISTING SEWER - REFER TO SEWER & STORM DRAIN PLANS - ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. -<>- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. ® SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. E FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST -14. NEW EDGE OF PAVEMENT TRACT BOUNDARY PHASE LINE 15 +00 16 +00 17 +00 LEGEND: (CONT.I - - - - - - PROPOSED SAWCUT LIMIT LINE Q1 CURVE NUMBER FOR CURVE DESCRIPTION O1 TAPER 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 SHOWN 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. O2 CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3. 2. LOCAL STREETS PAVEMENT TO BE: OCONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL A. FOR AUSSIE AVEUNE: 3 UNITS STANDARD PLAN RSP A88A CASE A. TEMPORARY PAVEMENT- OCONSTRUCT 12' BOTTOM WIDTH DRIVEWAY W /3' WINGS FROM STA. 9 +99.99 C.L. TO STA. 12 +33.39 C.L PER C.O.B. STD. ST -4. 0.20' TYPE "B" A.C. OVER COMPACTED O.G. TO BE COMPACTED O 5 SAWCUT EXIST. E.P. 1 TO 95% RELATIVE DENSITY. BACK OR AS DIRECTED BY THE CITY PERMANENT PAVEMENT- FROM ENGINEER. 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. 0.20' TYPE "B" A.C. OVER 0.75' CL 2 AGGREGATE BASE OVER COMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND 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. INSTALL TYPE III BARRICADE WITH W -31 (CA) SIGN WITH OM4 -3 MARKER AT PHASE BOUNDARY OF TRACT. IF ADJACENT PHASE B. FOR ALICE SPRINGS AVENUE AND WALKABOUT DRIVE: IS NOT CONSTRUCTED AT SAME TIME, REMOVE AND SALVAGE SIGN 0.20' TYPE "B" A.C. OVER 0.75' CL 2 AGGREGATE BASE OVER WITH CONSTRUCTION OF ADJACENT PHASE. 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. O8 INSTALL TYPE "F" DELINEATORS - 5 EQUALLY SPACED. 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. CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 11) 300.00' 235.58' 124.24' 44'59'32" (Z 300.00' 105.79' 53.45' 20. 12'16" 3Q 300.00' 129.79' 65.93' 24'47'16" ® 280.00' 219.87' 1 115.96' 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" 9Q 320.00' 98.15' 49.46' 17'34'23" ® 20.00' 31.42:1 90.00'11" 19 20.00' 31.41' 20.00' 89. 59'49" "1 , %A w w' ' W W %S# r-% V L 1 , %o L SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 50.00' VERTICAL CURVE r- O m to co co co O 0) M O cD ai o co D co M `n > M M > M J Q > t0 > J W w Qf JO J W W r m WM W N (\ D r- W L6 t\ + N J M + + 0 +W Z+ + M C) Lj tL APPROXIMATE EXIST. j a d d GROUND ® CENTERLINE m a- V) ° (n > U) 2 (n 41 (n (n- -f - - - - - - - - - - - - - - - - - - - - - j S -0.31 PROPOSED NORTH FLOWLINE 13 +00 14 +00 15 +00 16 +00 17 +00 S= -0.25% O M w o J w O O c0 N M �> N J + m W w d ma 18 +00 S=-0.51% Ib O Lj W h �5I M to j Q W J W wl Y � �U m 5 =1.18% 19 +00 Fj � - I A c r W N dd N (n IJ >I L' a CD pIN Z d =I O + m QIQ 1 `n I I-------------------------- I S =0.25% PROPOSED NORTH FLOWLINE FZIIIurill, pi WALKABOUT DRIVE SEE SHEET 5 376 374 372 N to to 370 j O 00 w N�� 368 W d cD O 45 M to -: M °° > > > w 366 + J J J W N W W W N 4 4 4 L j Q d N C� 364 - - - - - - - - - - - - m � M W - 362 5= 1.62% 22 +00 23 +00 360 358 356 2 (i INTERSECTION STA. 23 +21.66 C.L., KINGSCROSS AVE.= STA. 11 +25.97 C.L., WALKABOUT DRIVE II 0 0 a N -c 376 - - So oo' so.o ' - _ i -� 376 VER11C CURVE RTICAL CURVE 374 . -- 374 I bONSTRU T �>: �� ob z 372! 12' WI E CROS GUTTER; r- a_ .o ^ ONSTRU T _ D- I I ONSTRU T 372 I^ n �'M LL w (00° 0o µ �I M F- >�M M ,^ Iw � =�N � ! N GUTTER ~o 370 r - - - �� w M OI J ; M> W �� w (J,10 (? N p� w IU > N 370 ui �3 W O M W I J Z J> W W J I(n J m L�i.11 M") W i•- O O W ^ N I W CO W �' J 368 F-- I W I_ . - _ o o M o o ` -- - J W8 m tY W W O (� Z_ _J J O O I'4, W N M M M M N Ld F`pM O J pl G1�J O �Q 'Jw CO �N UI V ^_ W NI >>� NW > >>W��I+ K,O UO -Z ^ C W d' a W m W p O m Ip M U + iW J J Q 'J J + ___._ Eli 366 .<O o Q N + J(n M + J w U + -} - + 366 i Wm + + N U (n p.� J U °. j j U r 14 4 d Z I tY 4 4 4 S Q Q z rn p r- r- �i �Qw � ai A ROXIMAIfE EXIST. > j d N '►' I-) r+I� C'4 ! N" ti- to i u7 c� a mui 3 ,� I? o Ci < I<? Y cU t� N a• a n. (n U I z U d + • + Q Q U . Qua > Q d Li a GR UND ® ENTERLI E ao as -L,i ,,� M -Y4 364 - m�+I mV)i LL � m(n (n C� zp to -- - - --IW� -- - - , -- - -- - -- -- - -- -- - - -'- - ' -I- - -- - - -- -- - - -- - -- - - n W(~n Li C c`-n (n - - I - - -1 - - 362 I _ -- 362 I S 0.25% -0.80% s =o. 5% S = -0. % 360 360 _ = o S= 0.20% - = -0.51 s= EXIST. CURB & 4TTER _ - - - - - _ - J PROPOSED SOUT -I FLOWLINE Tr POS SOUTH OWLINE 358 !STREET MPROVE ENT I - FLANS ; I 356 - -_ i -.�_ _ I i _ - 356 10 +00 11+00 12 +00 13+00 14+00 LEGEND: LEGEND: (CONT.) ABBREVIATIONS R1 -1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: F.L. FLOWUNE POVC POINT ON VERTICAL CURVE �- C.L. CENTERLINE BVC BEGIN VERTICAL CURVE "R1 -1" -STOP "W31(C -CURVE ARROW "R4-7" KEEP RIGHT "W3 ELEV ELEVATION EVC END VERTICAL CURVE - "R6 -1" ONE WAY "W3 -3-3" " -END - 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 "R26(CA)" - NO PARKING "W14 -2" - NO OUTLET BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE "R3 -5R" - RIGHT TURN ONLY "Wl -7" _ DOUBLE ARROW EC END CURVE TC TOP OF CURB "R81(CA)" - BIKE LANE "VY1 -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 -OF -WAY - - -- _ _ . _ -- _�.____ EXISTING STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS 0 FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. ® STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS CATCH BASIN - TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D -14 @ 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 -- - �- s - - -- FURNISH &INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T -1. EXISTING SEWER - REFER TO SEWER & STORM DRAIN PLANS - ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. -<>- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. ® SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. E FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST -14. NEW EDGE OF PAVEMENT TRACT BOUNDARY PHASE LINE 15 +00 16 +00 17 +00 LEGEND: (CONT.I - - - - - - PROPOSED SAWCUT LIMIT LINE Q1 CURVE NUMBER FOR CURVE DESCRIPTION O1 TAPER 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 SHOWN 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. O2 CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3. 2. LOCAL STREETS PAVEMENT TO BE: OCONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL A. FOR AUSSIE AVEUNE: 3 UNITS STANDARD PLAN RSP A88A CASE A. TEMPORARY PAVEMENT- OCONSTRUCT 12' BOTTOM WIDTH DRIVEWAY W /3' WINGS FROM STA. 9 +99.99 C.L. TO STA. 12 +33.39 C.L PER C.O.B. STD. ST -4. 0.20' TYPE "B" A.C. OVER COMPACTED O.G. TO BE COMPACTED O 5 SAWCUT EXIST. E.P. 1 TO 95% RELATIVE DENSITY. BACK OR AS DIRECTED BY THE CITY PERMANENT PAVEMENT- FROM ENGINEER. 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. 0.20' TYPE "B" A.C. OVER 0.75' CL 2 AGGREGATE BASE OVER COMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND 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. INSTALL TYPE III BARRICADE WITH W -31 (CA) SIGN WITH OM4 -3 MARKER AT PHASE BOUNDARY OF TRACT. IF ADJACENT PHASE B. FOR ALICE SPRINGS AVENUE AND WALKABOUT DRIVE: IS NOT CONSTRUCTED AT SAME TIME, REMOVE AND SALVAGE SIGN 0.20' TYPE "B" A.C. OVER 0.75' CL 2 AGGREGATE BASE OVER WITH CONSTRUCTION OF ADJACENT PHASE. 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. O8 INSTALL TYPE "F" DELINEATORS - 5 EQUALLY SPACED. 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. "1 , %A w w' ' W W %S# r-% V L 1 , %o L SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 50.00' VERTICAL CURVE r- O m to co co co O 0) M O cD ai o co D co M `n > M M > M J Q > t0 > J W w Qf JO J W W r m WM W N (\ D r- W L6 t\ + N J M + + 0 +W Z+ + M C) Lj tL APPROXIMATE EXIST. j a d d GROUND ® CENTERLINE m a- V) ° (n > U) 2 (n 41 (n (n- -f - - - - - - - - - - - - - - - - - - - - - j S -0.31 PROPOSED NORTH FLOWLINE 13 +00 14 +00 15 +00 16 +00 17 +00 S= -0.25% O M w o J w O O c0 N M �> N J + m W w d ma 18 +00 S=-0.51% Ib O Lj W h �5I M to j Q W J W wl Y � �U m 5 =1.18% 19 +00 Fj � - I A c r W N dd N (n IJ >I L' a CD pIN Z d =I O + m QIQ 1 `n I I-------------------------- I S =0.25% PROPOSED NORTH FLOWLINE FZIIIurill, pi WALKABOUT DRIVE SEE SHEET 5 376 374 372 N to to 370 j O 00 w N�� 368 W d cD O 45 M to -: M °° > > > w 366 + J J J W N W W W N 4 4 4 L j Q d N C� 364 - - - - - - - - - - - - m � M W - 362 5= 1.62% 22 +00 23 +00 360 358 356 2 (i INTERSECTION STA. 23 +21.66 C.L., KINGSCROSS AVE.= STA. 11 +25.97 C.L., WALKABOUT DRIVE II 0 0 a N -c 376 - - So oo' so.o ' - _ i -� 376 VER11C CURVE RTICAL CURVE 374 . -- 374 I bONSTRU T �>: �� ob z 372! 12' WI E CROS GUTTER; r- a_ .o ^ ONSTRU T _ D- I I ONSTRU T 372 I^ n �'M LL w (00° 0o µ �I M F- >�M M ,^ Iw � =�N � ! N GUTTER ~o 370 r - - - �� w M OI J ; M> W �� w (J,10 (? N p� w IU > N 370 ui �3 W O M W I J Z J> W W J I(n J m L�i.11 M") W i•- O O W ^ N I W CO W �' J 368 F-- I W I_ . - _ o o M o o ` -- - J W8 m tY W W O (� Z_ _J J O O I'4, W N M M M M N Ld F`pM O J pl G1�J O �Q 'Jw CO �N UI V ^_ W NI >>� NW > >>W��I+ K,O UO -Z ^ C W d' a W m W p O m Ip M U + iW J J Q 'J J + ___._ Eli 366 .<O o Q N + J(n M + J w U + -} - + 366 i Wm + + N U (n p.� J U °. j j U r 14 4 d Z I tY 4 4 4 S Q Q z rn p r- r- �i �Qw � ai A ROXIMAIfE EXIST. > j d N '►' I-) r+I� C'4 ! N" ti- to i u7 c� a mui 3 ,� I? o Ci < I<? Y cU t� N a• a n. (n U I z U d + • + Q Q U . Qua > Q d Li a GR UND ® ENTERLI E ao as -L,i ,,� M -Y4 364 - m�+I mV)i LL � m(n (n C� zp to -- - - --IW� -- - - , -- - -- - -- -- - -- -- - - -'- - ' -I- - -- - - -- -- - - -- - -- - - n W(~n Li C c`-n (n - - I - - -1 - - 362 I _ -- 362 I S 0.25% -0.80% s =o. 5% S = -0. % 360 360 _ = o S= 0.20% - = -0.51 s= EXIST. CURB & 4TTER _ - - - - - _ - J PROPOSED SOUT -I FLOWLINE Tr POS SOUTH OWLINE 358 !STREET MPROVE ENT I - FLANS ; I 356 - -_ i -.�_ _ I i _ - 356 10 +00 11+00 12 +00 13+00 14+00 LEGEND: LEGEND: (CONT.) ABBREVIATIONS R1 -1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: F.L. FLOWUNE POVC POINT ON VERTICAL CURVE �- C.L. CENTERLINE BVC BEGIN VERTICAL CURVE "R1 -1" -STOP "W31(C -CURVE ARROW "R4-7" KEEP RIGHT "W3 ELEV ELEVATION EVC END VERTICAL CURVE - "R6 -1" ONE WAY "W3 -3-3" " -END - 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 "R26(CA)" - NO PARKING "W14 -2" - NO OUTLET BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE "R3 -5R" - RIGHT TURN ONLY "Wl -7" _ DOUBLE ARROW EC END CURVE TC TOP OF CURB "R81(CA)" - BIKE LANE "VY1 -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 -OF -WAY - - -- _ _ . _ -- _�.____ EXISTING STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS 0 FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. ® STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS CATCH BASIN - TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D -14 @ 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 -- - �- s - - -- FURNISH &INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T -1. EXISTING SEWER - REFER TO SEWER & STORM DRAIN PLANS - ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. -<>- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. ® SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. E FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST -14. NEW EDGE OF PAVEMENT TRACT BOUNDARY PHASE LINE 15 +00 16 +00 17 +00 LEGEND: (CONT.I - - - - - - PROPOSED SAWCUT LIMIT LINE Q1 CURVE NUMBER FOR CURVE DESCRIPTION O1 TAPER 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 SHOWN 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. O2 CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3. 2. LOCAL STREETS PAVEMENT TO BE: OCONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL A. FOR AUSSIE AVEUNE: 3 UNITS STANDARD PLAN RSP A88A CASE A. TEMPORARY PAVEMENT- OCONSTRUCT 12' BOTTOM WIDTH DRIVEWAY W /3' WINGS FROM STA. 9 +99.99 C.L. TO STA. 12 +33.39 C.L PER C.O.B. STD. ST -4. 0.20' TYPE "B" A.C. OVER COMPACTED O.G. TO BE COMPACTED O 5 SAWCUT EXIST. E.P. 1 TO 95% RELATIVE DENSITY. BACK OR AS DIRECTED BY THE CITY PERMANENT PAVEMENT- FROM ENGINEER. 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. 0.20' TYPE "B" A.C. OVER 0.75' CL 2 AGGREGATE BASE OVER COMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND 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. INSTALL TYPE III BARRICADE WITH W -31 (CA) SIGN WITH OM4 -3 MARKER AT PHASE BOUNDARY OF TRACT. IF ADJACENT PHASE B. FOR ALICE SPRINGS AVENUE AND WALKABOUT DRIVE: IS NOT CONSTRUCTED AT SAME TIME, REMOVE AND SALVAGE SIGN 0.20' TYPE "B" A.C. OVER 0.75' CL 2 AGGREGATE BASE OVER WITH CONSTRUCTION OF ADJACENT PHASE. 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. O8 INSTALL TYPE "F" DELINEATORS - 5 EQUALLY SPACED. 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. S -0.31 PROPOSED NORTH FLOWLINE 13 +00 14 +00 15 +00 16 +00 17 +00 S= -0.25% O M w o J w O O c0 N M �> N J + m W w d ma 18 +00 S=-0.51% Ib O Lj W h �5I M to j Q W J W wl Y � �U m 5 =1.18% 19 +00 Fj � - I A c r W N dd N (n IJ >I L' a CD pIN Z d =I O + m QIQ 1 `n I I-------------------------- I S =0.25% PROPOSED NORTH FLOWLINE FZIIIurill, pi WALKABOUT DRIVE SEE SHEET 5 376 374 372 N to to 370 j O 00 w N�� 368 W d cD O 45 M to -: M °° > > > w 366 + J J J W N W W W N 4 4 4 L j Q d N C� 364 - - - - - - - - - - - - m � M W - 362 5= 1.62% 22 +00 23 +00 360 358 356 2 (i INTERSECTION STA. 23 +21.66 C.L., KINGSCROSS AVE.= STA. 11 +25.97 C.L., WALKABOUT DRIVE II 0 0 a N -c 376 - - So oo' so.o ' - _ i -� 376 VER11C CURVE RTICAL CURVE 374 . -- 374 I bONSTRU T �>: �� ob z 372! 12' WI E CROS GUTTER; r- a_ .o ^ ONSTRU T _ D- I I ONSTRU T 372 I^ n �'M LL w (00° 0o µ �I M F- >�M M ,^ Iw � =�N � ! N GUTTER ~o 370 r - - - �� w M OI J ; M> W �� w (J,10 (? N p� w IU > N 370 ui �3 W O M W I J Z J> W W J I(n J m L�i.11 M") W i•- O O W ^ N I W CO W �' J 368 F-- I W I_ . - _ o o M o o ` -- - J W8 m tY W W O (� Z_ _J J O O I'4, W N M M M M N Ld F`pM O J pl G1�J O �Q 'Jw CO �N UI V ^_ W NI >>� NW > >>W��I+ K,O UO -Z ^ C W d' a W m W p O m Ip M U + iW J J Q 'J J + ___._ Eli 366 .<O o Q N + J(n M + J w U + -} - + 366 i Wm + + N U (n p.� J U °. j j U r 14 4 d Z I tY 4 4 4 S Q Q z rn p r- r- �i �Qw � ai A ROXIMAIfE EXIST. > j d N '►' I-) r+I� C'4 ! N" ti- to i u7 c� a mui 3 ,� I? o Ci < I<? Y cU t� N a• a n. (n U I z U d + • + Q Q U . Qua > Q d Li a GR UND ® ENTERLI E ao as -L,i ,,� M -Y4 364 - m�+I mV)i LL � m(n (n C� zp to -- - - --IW� -- - - , -- - -- - -- -- - -- -- - - -'- - ' -I- - -- - - -- -- - - -- - -- - - n W(~n Li C c`-n (n - - I - - -1 - - 362 I _ -- 362 I S 0.25% -0.80% s =o. 5% S = -0. % 360 360 _ = o S= 0.20% - = -0.51 s= EXIST. CURB & 4TTER _ - - - - - _ - J PROPOSED SOUT -I FLOWLINE Tr POS SOUTH OWLINE 358 !STREET MPROVE ENT I - FLANS ; I 356 - -_ i -.�_ _ I i _ - 356 10 +00 11+00 12 +00 13+00 14+00 LEGEND: LEGEND: (CONT.) ABBREVIATIONS R1 -1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: F.L. FLOWUNE POVC POINT ON VERTICAL CURVE �- C.L. CENTERLINE BVC BEGIN VERTICAL CURVE "R1 -1" -STOP "W31(C -CURVE ARROW "R4-7" KEEP RIGHT "W3 ELEV ELEVATION EVC END VERTICAL CURVE - "R6 -1" ONE WAY "W3 -3-3" " -END - 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 "R26(CA)" - NO PARKING "W14 -2" - NO OUTLET BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE "R3 -5R" - RIGHT TURN ONLY "Wl -7" _ DOUBLE ARROW EC END CURVE TC TOP OF CURB "R81(CA)" - BIKE LANE "VY1 -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 -OF -WAY - - -- _ _ . _ -- _�.____ EXISTING STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS 0 FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. ® STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS CATCH BASIN - TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D -14 @ 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 -- - �- s - - -- FURNISH &INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T -1. EXISTING SEWER - REFER TO SEWER & STORM DRAIN PLANS - ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. -<>- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. ® SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. E FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST -14. NEW EDGE OF PAVEMENT TRACT BOUNDARY PHASE LINE 15 +00 16 +00 17 +00 LEGEND: (CONT.I - - - - - - PROPOSED SAWCUT LIMIT LINE Q1 CURVE NUMBER FOR CURVE DESCRIPTION O1 TAPER 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 SHOWN 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. O2 CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3. 2. LOCAL STREETS PAVEMENT TO BE: OCONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL A. FOR AUSSIE AVEUNE: 3 UNITS STANDARD PLAN RSP A88A CASE A. TEMPORARY PAVEMENT- OCONSTRUCT 12' BOTTOM WIDTH DRIVEWAY W /3' WINGS FROM STA. 9 +99.99 C.L. TO STA. 12 +33.39 C.L PER C.O.B. STD. ST -4. 0.20' TYPE "B" A.C. OVER COMPACTED O.G. TO BE COMPACTED O 5 SAWCUT EXIST. E.P. 1 TO 95% RELATIVE DENSITY. BACK OR AS DIRECTED BY THE CITY PERMANENT PAVEMENT- FROM ENGINEER. 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. 0.20' TYPE "B" A.C. OVER 0.75' CL 2 AGGREGATE BASE OVER COMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND 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. INSTALL TYPE III BARRICADE WITH W -31 (CA) SIGN WITH OM4 -3 MARKER AT PHASE BOUNDARY OF TRACT. IF ADJACENT PHASE B. FOR ALICE SPRINGS AVENUE AND WALKABOUT DRIVE: IS NOT CONSTRUCTED AT SAME TIME, REMOVE AND SALVAGE SIGN 0.20' TYPE "B" A.C. OVER 0.75' CL 2 AGGREGATE BASE OVER WITH CONSTRUCTION OF ADJACENT PHASE. 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. O8 INSTALL TYPE "F" DELINEATORS - 5 EQUALLY SPACED. 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 23 +00 360 358 356 2 (i INTERSECTION STA. 23 +21.66 C.L., KINGSCROSS AVE.= STA. 11 +25.97 C.L., WALKABOUT DRIVE II 0 0 a N -c 376 - - So oo' so.o ' - _ i -� 376 VER11C CURVE RTICAL CURVE 374 . -- 374 I bONSTRU T �>: �� ob z 372! 12' WI E CROS GUTTER; r- a_ .o ^ ONSTRU T _ D- I I ONSTRU T 372 I^ n �'M LL w (00° 0o µ �I M F- >�M M ,^ Iw � =�N � ! N GUTTER ~o 370 r - - - �� w M OI J ; M> W �� w (J,10 (? N p� w IU > N 370 ui �3 W O M W I J Z J> W W J I(n J m L�i.11 M") W i•- O O W ^ N I W CO W �' J 368 F-- I W I_ . - _ o o M o o ` -- - J W8 m tY W W O (� Z_ _J J O O I'4, W N M M M M N Ld F`pM O J pl G1�J O �Q 'Jw CO �N UI V ^_ W NI >>� NW > >>W��I+ K,O UO -Z ^ C W d' a W m W p O m Ip M U + iW J J Q 'J J + ___._ Eli 366 .<O o Q N + J(n M + J w U + -} - + 366 i Wm + + N U (n p.� J U °. j j U r 14 4 d Z I tY 4 4 4 S Q Q z rn p r- r- �i �Qw � ai A ROXIMAIfE EXIST. > j d N '►' I-) r+I� C'4 ! N" ti- to i u7 c� a mui 3 ,� I? o Ci < I<? Y cU t� N a• a n. (n U I z U d + • + Q Q U . Qua > Q d Li a GR UND ® ENTERLI E ao as -L,i ,,� M -Y4 364 - m�+I mV)i LL � m(n (n C� zp to -- - - --IW� -- - - , -- - -- - -- -- - -- -- - - -'- - ' -I- - -- - - -- -- - - -- - -- - - n W(~n Li C c`-n (n - - I - - -1 - - 362 I _ -- 362 I S 0.25% -0.80% s =o. 5% S = -0. % 360 360 _ = o S= 0.20% - = -0.51 s= EXIST. CURB & 4TTER _ - - - - - _ - J PROPOSED SOUT -I FLOWLINE Tr POS SOUTH OWLINE 358 !STREET MPROVE ENT I - FLANS ; I 356 - -_ i -.�_ _ I i _ - 356 10 +00 11+00 12 +00 13+00 14+00 LEGEND: LEGEND: (CONT.) ABBREVIATIONS R1 -1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: F.L. FLOWUNE POVC POINT ON VERTICAL CURVE �- C.L. CENTERLINE BVC BEGIN VERTICAL CURVE "R1 -1" -STOP "W31(C -CURVE ARROW "R4-7" KEEP RIGHT "W3 ELEV ELEVATION EVC END VERTICAL CURVE - "R6 -1" ONE WAY "W3 -3-3" " -END - 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 "R26(CA)" - NO PARKING "W14 -2" - NO OUTLET BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE "R3 -5R" - RIGHT TURN ONLY "Wl -7" _ DOUBLE ARROW EC END CURVE TC TOP OF CURB "R81(CA)" - BIKE LANE "VY1 -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 -OF -WAY - - -- _ _ . _ -- _�.____ EXISTING STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS 0 FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. ® STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS CATCH BASIN - TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D -14 @ 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 -- - �- s - - -- FURNISH &INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T -1. EXISTING SEWER - REFER TO SEWER & STORM DRAIN PLANS - ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. -<>- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. ® SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. E FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST -14. NEW EDGE OF PAVEMENT TRACT BOUNDARY PHASE LINE 15 +00 16 +00 17 +00 LEGEND: (CONT.I - - - - - - PROPOSED SAWCUT LIMIT LINE Q1 CURVE NUMBER FOR CURVE DESCRIPTION O1 TAPER 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 SHOWN 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. O2 CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3. 2. LOCAL STREETS PAVEMENT TO BE: OCONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL A. FOR AUSSIE AVEUNE: 3 UNITS STANDARD PLAN RSP A88A CASE A. TEMPORARY PAVEMENT- OCONSTRUCT 12' BOTTOM WIDTH DRIVEWAY W /3' WINGS FROM STA. 9 +99.99 C.L. TO STA. 12 +33.39 C.L PER C.O.B. STD. ST -4. 0.20' TYPE "B" A.C. OVER COMPACTED O.G. TO BE COMPACTED O 5 SAWCUT EXIST. E.P. 1 TO 95% RELATIVE DENSITY. BACK OR AS DIRECTED BY THE CITY PERMANENT PAVEMENT- FROM ENGINEER. 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. 0.20' TYPE "B" A.C. OVER 0.75' CL 2 AGGREGATE BASE OVER COMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND 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. INSTALL TYPE III BARRICADE WITH W -31 (CA) SIGN WITH OM4 -3 MARKER AT PHASE BOUNDARY OF TRACT. IF ADJACENT PHASE B. FOR ALICE SPRINGS AVENUE AND WALKABOUT DRIVE: IS NOT CONSTRUCTED AT SAME TIME, REMOVE AND SALVAGE SIGN 0.20' TYPE "B" A.C. OVER 0.75' CL 2 AGGREGATE BASE OVER WITH CONSTRUCTION OF ADJACENT PHASE. 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. O8 INSTALL TYPE "F" DELINEATORS - 5 EQUALLY SPACED. 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. 15 +00 16 +00 17 +00 LEGEND: (CONT.I - - - - - - PROPOSED SAWCUT LIMIT LINE Q1 CURVE NUMBER FOR CURVE DESCRIPTION O1 TAPER 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 SHOWN 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. O2 CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3. 2. LOCAL STREETS PAVEMENT TO BE: OCONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL A. FOR AUSSIE AVEUNE: 3 UNITS STANDARD PLAN RSP A88A CASE A. TEMPORARY PAVEMENT- OCONSTRUCT 12' BOTTOM WIDTH DRIVEWAY W /3' WINGS FROM STA. 9 +99.99 C.L. TO STA. 12 +33.39 C.L PER C.O.B. STD. ST -4. 0.20' TYPE "B" A.C. OVER COMPACTED O.G. TO BE COMPACTED O 5 SAWCUT EXIST. E.P. 1 TO 95% RELATIVE DENSITY. BACK OR AS DIRECTED BY THE CITY PERMANENT PAVEMENT- FROM ENGINEER. 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. 0.20' TYPE "B" A.C. OVER 0.75' CL 2 AGGREGATE BASE OVER COMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND 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. INSTALL TYPE III BARRICADE WITH W -31 (CA) SIGN WITH OM4 -3 MARKER AT PHASE BOUNDARY OF TRACT. IF ADJACENT PHASE B. FOR ALICE SPRINGS AVENUE AND WALKABOUT DRIVE: IS NOT CONSTRUCTED AT SAME TIME, REMOVE AND SALVAGE SIGN 0.20' TYPE "B" A.C. OVER 0.75' CL 2 AGGREGATE BASE OVER WITH CONSTRUCTION OF ADJACENT PHASE. 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. O8 INSTALL TYPE "F" DELINEATORS - 5 EQUALLY SPACED. 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. 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. 17 x611 9l P /. \ �, ,5 S Tq / S 4- GRA D ` - 99 STq 9,(62 BREgk STA. 9x6245 C(. X624 F( 166 5 Gy 18 & hr 4 S'\P• 9k 9x9 S� P� 19 F) -Jrl0r J 0- 21 KINGSCROSS AVENUE SEE SHEET 3 P.C.C. /B.C.R. STA. 10 +91.04, C.L. 20.00RT STA. 11 +31.50, F.L. STRAWBRIDGE COURT/ SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 3 3 3 3 3 3 3 3 74 ; - -Oie -r- f i O 72 o C> r7 N I � 70` J I w �' I M 68 -- > > w Q J W_ w W O 366 j- ° "t -- +-- _ . rn L'i O O O + C_ La 364 - a a a d uiw ja V) a (n a ((n (~n m Lo 62 I S -0.25% S =0.0 - - PROPlOSED T FL OWNE - APPROXIMATE F XISTING 1 GROUND ® CENTERLINE j I i I 374 372 370 368 366 364 362 360 358 10 +00 11+00 12 +00 IDENTICAL POINTS 12 ' / t r--3 I / CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 1Q 300.00' 134.25' 68.27' 25'38'24" ® 42.00' 196.71' - 268'21'03" 3Q 42.00' 87.68' 72.18' 11936'48" ® 42.00' 109.03' 150.11' 148'44'15" 5Q 35.00' 24.36' 12.70' 39'52'43" ® 320.00' 54.58' 27.35' 09'46'19" 72) 20.00' 26.95' 15.96' 77'11'50" ® 35.00' 30.79' 16.47' 1 50'24'28" ® 280.00' 29.23' 14.63'105-58'50" ® 20.00' 31.78' 20.37' 1 91'02'52" 25 STq•� 68 F 0- 4 STA' _ GRApE BREAK 0 ��j �'�• ,LEFTS _ _ SIP. 9 5 9+58-06 F .�•�R \GNj� STA' sip,. - „o�VE`Np`� c � 374 R/w I R/w 372 370 368 366 364 362 360 358 356 0 o w M J O w M IL 3 1^ am C7 f J � W Q� i w LJ o0 w _ _ co (o m N th NW (V W � QO O J c I- - - 0� + m w (. + LJ N UZ d(n P a� N a ww +r , S =- - 0.2590 459; kPPROXIMATE EXIS NG ROUND CENTER INE �c 26 ° 374 60 372 30' 30' 10' 20' 20' 10' I 370 5' 5' * SLOPE FROM 5' 5' HIGHEST GUTTER 368 LANDSCAPE AREA LANDSCAPE AREA 366 I 29 2% I 364 • 29; sm is f ; 4.5' COMBINATION 4.5' COMBINATION -� 362 SIDEWALK SIDEWALK 0.20' A.C. PAVING 360 0.75' AGG. BASE 0.50' COMPACTED O.G. TO 95% RELATIVE DENSITY 358 A SEC11ON -40' FL TO FL 6 4 NOT TO SCALE 2% P HI/\ r J 4. 1U +64.98, G.L. 20.00LT.= A. 10 +94.75, F.L. IGSCROSS AVENUE SEE SHEET 3 I I STA. 11 +04.98 C.L., WALLABY COURT= I STA. 13 +91.72 C.L., KINGSCROSS AVE. I� Icy,, II O J � �II �`` 4 O W �l.i�V z O Wuwi W N Q O AUSSIE AVENUE 0 �� 1 3 J J J� z SEE SHEET 2 m F oo � -- caw N o o -0130, 11 30' = w o° �oz o0 ow o U= 00 �ZNtf)u) ZW �Y 20' I Q (n + + (n o X n fl) Q ° N ° Q 16 W ICU w oo omw + ±1 >� ; W C�(n W Uw= �� O� z o n d d W-) 1 m� Z v> I o uj U� oQQ U �m F- N 22 M 3 W(n Wd�(nN X X ;ZI I Im°' 1 2 R/W w `'' Q Liz 18" DRAIN = CATCH BASIN NO. 3 I FL b ° -SEE SHEET 2 - - _ 24" DRAIN o " M LL1 INTERSECTION /ANGLE POINT I -- NOO'29'21 "E 135.5 11 +00 ° o 3 FL 5 STA. 10 +00.00 C.L., ALICE SPRINGS AVE.= I _ STA. 13 +71.27 C.L., AUSSIE AVE. w N = _- ------- 17 1 00 :;, 1 2 R/W Y Q 0 - -- -- -- " � o Q o J 23 I N ° O 0 0 N I U 18 I � Z " Q o N I z �-j z I o u� ` " JJ ( �v �V , 6 CURVE TABLE 5 I Q C, �,� °� 6� 1 M ' ,°'�� c5� 30' I 30 F oo ° o CURVE RADIUS LENGTH TANGENT DELTA AUSSIE AVENUE m w 00 Of m �� m + ++ oi� I SEE SHEET 2 U ``' 12 ZDN 6ui w co (j 0 42.00' 197.06' - 68'49'50" 1- = ° N 0o r�ivi KINGSCROSS AVENUE ® Q "' ++ z °mW ±+ ,n m 42.00' 98.53' 99.95' 134*24'55" v w o o ° � a V) ci �� ++ SEE SHEET 3 r I "� r r w �r U Wx '-� �� 00 B.C.R. ® 42.00' 98.53' 99.95' 134'24'55" r L N� ad oQQ ad a U) U) STA. 10 +64.98, C.L. 20.00RT.= ® 35.00' 27.13' 14.29' 44'24'55" �� w N� Z= ~~ w (n (n 2 Q w F-N STA. 10 +94.75, F. L. ® 20.00' 31.42' 20.00' 90'00'00" C� 20.00' 31.42' 20.00' 90'00'26" WALLABY COURT SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 374 372 370 368 366 364 362 360 358 6 C) N w p 0 O I Y W J J d cV �cn C; m � ^� r7 M (nM (6 >i >; > a N W 3Q u) + + J J & w O = I o °' APPROXIM TE EXIS NG � a s z Q. V) I ' N W m (n M m o � � I 39; PROPOSED WEST FLOWLI E 35 10 +00 IDENTICAL POINTS 374 372 370 368 366 364 362 360 358 11+00 N i o to W N J O M = x U- J J j LL w 6J 1.4 �__ o ;i ° r7 f m c� (6 >� (n -LIL 00 F- Q+ O Wpm o °' /APPROXIMATE EXI TING v r ov' o w o v~i �,L V r.i ao _ w(n E =0.00% PROPOS� D EAST FLOWLIN I i i 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 R/W 372 �- 370 I 10' 368 � LANDSCAPE II 366 AREA -j' I � 364 23. I ` 362 4.5' COMBINATION SIDEWALK 360 358 TO 957 RE-9*l DENSITY g SECTION -40' FL TO FL 10 +00 11 +00 12 +00 JJV 10 +00 11 +00 356 4 NOT TO SCALE .i 30' 30' 20' 20' * SLOPE FROM HIGHEST GUTTER I LEGEND: LEGEND: (CONT.� LEGEND: (CONn CONSTRUCTION NOTES: ABBREVIATIONS R1 -1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: F.L. FLOWLINE POVC POINT ON VERTICAL CURVE i "Rt -1" -STOP "yy1 -1" -CURVE ARROW - - - - - - - - - - - PROPOSED SAWCUT LIMIT LINE Ol CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. C.L. CENTERLINE BVC BEGIN VERTICAL CURVE "R4 -7" - KEEP RIGHT " 1 CURVE NUMBER FOR CURVE DESCRIPTION W3-3" - -END O2 CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3. 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 -1" - NOT A THROUGH STREET O1 TAPER NUMBER FOR TAPER DESCRIPTION CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE "R26(CA)" - NO PARKING "W14 -2" - NO OUTLET O UNITS STANDARD PLAN RSP A88A CASE A. BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE "R3 -5R" - RIGHT TURN ONLY ® ITEM OF WORK -SEE SCHEDULE EC END CURVE TC TOP OF CURB R81 CA)" - BIKE LANE "Wl-7" - DOUBLE ARROW PIVC POINT OF INTERSECTION TIP TOP OF PAVEMENT " ( "Wl -6" - SINGLE ARROW CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W /3' WINGS ® CONSTRUCT 12' BOTTOM WIDTH DRIVEWAY W /3' WINGS OF VERTICAL CURVE D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS PER CONSTRUCT STD. ST -4. (UNLESS OTHERWISE NOTED) PER C.O.B. STD. ST -4. FC FINISH CONCRETE _ __� �__ EXISTING STORM DRAIN -REFER TO SEWER &STORM DRAIN PLANS SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY THE CITY F.O.C. FACE OF CURB R/W RIGHT -OF -WAY !�_ -" - " �� SECTION DESIGNATION: O ENGINEER /DESIGN ENGINEER. • FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. 0 STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS SECTION LETTER � CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -7. CATCH BASIN - TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D -14 `_ _ _ _ _ _A © COMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND %o-`• EXISTING SURVEY MONUMENT UNLESS NOTED OTHERWISE. GUTTER LIP TO A DEPTH OF 12 ". s SEWER - REFER TO SEWER & STORM DRAIN PLANS 2 FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T -1. SHEET WHERE SECTION IS SHOWN INSTALL TYPE III BARRICADE WITH W -31 (CA) SIGN WITH OM4 -3 - - - - -, - EXISTING SEWER - REFER TO SEWER & STORM DRAIN PLANS O MARKER AT PHASE BOUNDARY OF TRACT. IF ADJACENT PHASE FURNISH &INSTALL METRO STREET NAME SIGN PER C.Q.B. STD. T -1. SEWER MANHOLE -REFER SEWER &STORM DRAIN PLANS. IS NOT CONSTRUCTED AT SAME TIME, REMOVE AND SALVAGE SIGN ® -C�:)- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. WITH CONSTRUCTION OF ADJACENT PHASE. -D ® SEWER CLEANOUT -REFER TO SEWER &STORM DRAIN PLANS. FURNISH & INSTALL STREET UGHT -9500 LUMEN PER C.Q.B. STD. ST -14. $ INSTALL TYPE "F" DELINEATORS - 5 EQUALLY SPACED. [ZL NEW EDGE OF PAVEMENT TRACT BOUNDARY PHASE LINE 374 R/W 372 10' '' 370 5' 5' 368 I LANDSCAPE 366 AREA 2% I TW/ 364 R 4.' COMBINATION 362 SIDEWALK 360 358 356 1 I I O N Lo f7 M t a0 > 7 ` 00 n W I J u°') o rn a' (j t ° w C6 od ui I LI w w W + OIn + 4 4 4 m N W �APPRONIMATE EX STING z�Q GROUN ®CEN RUNE �' v' s S =0 54% S =0.25 SE TR. 6209-PH. P OPOSED WEST OWLINE I ST. FL WLINE I STR ET IMPR VEMENT I i PLAN 10 +00 11+00 372 370 368 366 364 362 360 358 I 356 12 +00 I I i UD N of M > w - - -- w m ^ J U Z O ; 0o °° rn rn w � u� Ln C6 0o �bN ,ri ro zlnw + J W (j W O O U w J J Q d 4 4cr- W �(n ? b t ci APPR XIMATE (STING L ao r� w tE�LI I 5= -0. 5 -- S� 51% =0.25% I - AST. FL WL1N r- 9-PH. 1 S EETIMP VEMENT PL iI+'.WICTII 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+00 374 372 370 368 366 - -� 364 I 362 -;360 358 12 +006 I- 6;o q . -) 374 372 370 368 366 364 362 360 358 10 +00 11+00 12 +00 IDENTICAL POINTS 12 ' / t r--3 I / CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 1Q 300.00' 134.25' 68.27' 25'38'24" ® 42.00' 196.71' - 268'21'03" 3Q 42.00' 87.68' 72.18' 11936'48" ® 42.00' 109.03' 150.11' 148'44'15" 5Q 35.00' 24.36' 12.70' 39'52'43" ® 320.00' 54.58' 27.35' 09'46'19" 72) 20.00' 26.95' 15.96' 77'11'50" ® 35.00' 30.79' 16.47' 1 50'24'28" ® 280.00' 29.23' 14.63'105-58'50" ® 20.00' 31.78' 20.37' 1 91'02'52" 25 STq•� 68 F 0- 4 STA' _ GRApE BREAK 0 ��j �'�• ,LEFTS _ _ SIP. 9 5 9+58-06 F .�•�R \GNj� STA' sip,. - „o�VE`Np`� c � 374 R/w I R/w 372 370 368 366 364 362 360 358 356 0 o w M J O w M IL 3 1^ am C7 f J � W Q� i w LJ o0 w _ _ co (o m N th NW (V W � QO O J c I- - - 0� + m w (. + LJ N UZ d(n P a� N a ww +r , S =- - 0.2590 459; kPPROXIMATE EXIS NG ROUND CENTER INE �c 26 ° 374 60 372 30' 30' 10' 20' 20' 10' I 370 5' 5' * SLOPE FROM 5' 5' HIGHEST GUTTER 368 LANDSCAPE AREA LANDSCAPE AREA 366 I 29 2% I 364 • 29; sm is f ; 4.5' COMBINATION 4.5' COMBINATION -� 362 SIDEWALK SIDEWALK 0.20' A.C. PAVING 360 0.75' AGG. BASE 0.50' COMPACTED O.G. TO 95% RELATIVE DENSITY 358 A SEC11ON -40' FL TO FL 6 4 NOT TO SCALE 2% P HI/\ r J 4. 1U +64.98, G.L. 20.00LT.= A. 10 +94.75, F.L. IGSCROSS AVENUE SEE SHEET 3 I I STA. 11 +04.98 C.L., WALLABY COURT= I STA. 13 +91.72 C.L., KINGSCROSS AVE. I� Icy,, II O J � �II �`` 4 O W �l.i�V z O Wuwi W N Q O AUSSIE AVENUE 0 �� 1 3 J J J� z SEE SHEET 2 m F oo � -- caw N o o -0130, 11 30' = w o° �oz o0 ow o U= 00 �ZNtf)u) ZW �Y 20' I Q (n + + (n o X n fl) Q ° N ° Q 16 W ICU w oo omw + ±1 >� ; W C�(n W Uw= �� O� z o n d d W-) 1 m� Z v> I o uj U� oQQ U �m F- N 22 M 3 W(n Wd�(nN X X ;ZI I Im°' 1 2 R/W w `'' Q Liz 18" DRAIN = CATCH BASIN NO. 3 I FL b ° -SEE SHEET 2 - - _ 24" DRAIN o " M LL1 INTERSECTION /ANGLE POINT I -- NOO'29'21 "E 135.5 11 +00 ° o 3 FL 5 STA. 10 +00.00 C.L., ALICE SPRINGS AVE.= I _ STA. 13 +71.27 C.L., AUSSIE AVE. w N = _- ------- 17 1 00 :;, 1 2 R/W Y Q 0 - -- -- -- " � o Q o J 23 I N ° O 0 0 N I U 18 I � Z " Q o N I z �-j z I o u� ` " JJ ( �v �V , 6 CURVE TABLE 5 I Q C, �,� °� 6� 1 M ' ,°'�� c5� 30' I 30 F oo ° o CURVE RADIUS LENGTH TANGENT DELTA AUSSIE AVENUE m w 00 Of m �� m + ++ oi� I SEE SHEET 2 U ``' 12 ZDN 6ui w co (j 0 42.00' 197.06' - 68'49'50" 1- = ° N 0o r�ivi KINGSCROSS AVENUE ® Q "' ++ z °mW ±+ ,n m 42.00' 98.53' 99.95' 134*24'55" v w o o ° � a V) ci �� ++ SEE SHEET 3 r I "� r r w �r U Wx '-� �� 00 B.C.R. ® 42.00' 98.53' 99.95' 134'24'55" r L N� ad oQQ ad a U) U) STA. 10 +64.98, C.L. 20.00RT.= ® 35.00' 27.13' 14.29' 44'24'55" �� w N� Z= ~~ w (n (n 2 Q w F-N STA. 10 +94.75, F. L. ® 20.00' 31.42' 20.00' 90'00'00" C� 20.00' 31.42' 20.00' 90'00'26" WALLABY COURT SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 374 372 370 368 366 364 362 360 358 6 C) N w p 0 O I Y W J J d cV �cn C; m � ^� r7 M (nM (6 >i >; > a N W 3Q u) + + J J & w O = I o °' APPROXIM TE EXIS NG � a s z Q. V) I ' N W m (n M m o � � I 39; PROPOSED WEST FLOWLI E 35 10 +00 IDENTICAL POINTS 374 372 370 368 366 364 362 360 358 11+00 N i o to W N J O M = x U- J J j LL w 6J 1.4 �__ o ;i ° r7 f m c� (6 >� (n -LIL 00 F- Q+ O Wpm o °' /APPROXIMATE EXI TING v r ov' o w o v~i �,L V r.i ao _ w(n E =0.00% PROPOS� D EAST FLOWLIN I i i 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 R/W 372 �- 370 I 10' 368 � LANDSCAPE II 366 AREA -j' I � 364 23. I ` 362 4.5' COMBINATION SIDEWALK 360 358 TO 957 RE-9*l DENSITY g SECTION -40' FL TO FL 10 +00 11 +00 12 +00 JJV 10 +00 11 +00 356 4 NOT TO SCALE .i 30' 30' 20' 20' * SLOPE FROM HIGHEST GUTTER I LEGEND: LEGEND: (CONT.� LEGEND: (CONn CONSTRUCTION NOTES: ABBREVIATIONS R1 -1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: F.L. FLOWLINE POVC POINT ON VERTICAL CURVE i "Rt -1" -STOP "yy1 -1" -CURVE ARROW - - - - - - - - - - - PROPOSED SAWCUT LIMIT LINE Ol CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. C.L. CENTERLINE BVC BEGIN VERTICAL CURVE "R4 -7" - KEEP RIGHT " 1 CURVE NUMBER FOR CURVE DESCRIPTION W3-3" - -END O2 CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3. 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 -1" - NOT A THROUGH STREET O1 TAPER NUMBER FOR TAPER DESCRIPTION CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE "R26(CA)" - NO PARKING "W14 -2" - NO OUTLET O UNITS STANDARD PLAN RSP A88A CASE A. BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE "R3 -5R" - RIGHT TURN ONLY ® ITEM OF WORK -SEE SCHEDULE EC END CURVE TC TOP OF CURB R81 CA)" - BIKE LANE "Wl-7" - DOUBLE ARROW PIVC POINT OF INTERSECTION TIP TOP OF PAVEMENT " ( "Wl -6" - SINGLE ARROW CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W /3' WINGS ® CONSTRUCT 12' BOTTOM WIDTH DRIVEWAY W /3' WINGS OF VERTICAL CURVE D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS PER CONSTRUCT STD. ST -4. (UNLESS OTHERWISE NOTED) PER C.O.B. STD. ST -4. FC FINISH CONCRETE _ __� �__ EXISTING STORM DRAIN -REFER TO SEWER &STORM DRAIN PLANS SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY THE CITY F.O.C. FACE OF CURB R/W RIGHT -OF -WAY !�_ -" - " �� SECTION DESIGNATION: O ENGINEER /DESIGN ENGINEER. • FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. 0 STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS SECTION LETTER � CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -7. CATCH BASIN - TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D -14 `_ _ _ _ _ _A © COMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND %o-`• EXISTING SURVEY MONUMENT UNLESS NOTED OTHERWISE. GUTTER LIP TO A DEPTH OF 12 ". s SEWER - REFER TO SEWER & STORM DRAIN PLANS 2 FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T -1. SHEET WHERE SECTION IS SHOWN INSTALL TYPE III BARRICADE WITH W -31 (CA) SIGN WITH OM4 -3 - - - - -, - EXISTING SEWER - REFER TO SEWER & STORM DRAIN PLANS O MARKER AT PHASE BOUNDARY OF TRACT. IF ADJACENT PHASE FURNISH &INSTALL METRO STREET NAME SIGN PER C.Q.B. STD. T -1. SEWER MANHOLE -REFER SEWER &STORM DRAIN PLANS. IS NOT CONSTRUCTED AT SAME TIME, REMOVE AND SALVAGE SIGN ® -C�:)- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. WITH CONSTRUCTION OF ADJACENT PHASE. -D ® SEWER CLEANOUT -REFER TO SEWER &STORM DRAIN PLANS. FURNISH & INSTALL STREET UGHT -9500 LUMEN PER C.Q.B. STD. ST -14. $ INSTALL TYPE "F" DELINEATORS - 5 EQUALLY SPACED. [ZL NEW EDGE OF PAVEMENT TRACT BOUNDARY PHASE LINE 374 R/W 372 10' '' 370 5' 5' 368 I LANDSCAPE 366 AREA 2% I TW/ 364 R 4.' COMBINATION 362 SIDEWALK 360 358 356 1 I I O N Lo f7 M t a0 > 7 ` 00 n W I J u°') o rn a' (j t ° w C6 od ui I LI w w W + OIn + 4 4 4 m N W �APPRONIMATE EX STING z�Q GROUN ®CEN RUNE �' v' s S =0 54% S =0.25 SE TR. 6209-PH. P OPOSED WEST OWLINE I ST. FL WLINE I STR ET IMPR VEMENT I i PLAN 10 +00 11+00 372 370 368 366 364 362 360 358 I 356 12 +00 I I i UD N of M > w - - -- w m ^ J U Z O ; 0o °° rn rn w � u� Ln C6 0o �bN ,ri ro zlnw + J W (j W O O U w J J Q d 4 4cr- W �(n ? b t ci APPR XIMATE (STING L ao r� w tE�LI I 5= -0. 5 -- S� 51% =0.25% I - AST. FL WL1N r- 9-PH. 1 S EETIMP VEMENT PL iI+'.WICTII 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+00 374 372 370 368 366 - -� 364 I 362 -;360 358 12 +006 I- 6;o q . -) 25 STq•� 68 F 0- 4 STA' _ GRApE BREAK 0 ��j �'�• ,LEFTS _ _ SIP. 9 5 9+58-06 F .�•�R \GNj� STA' sip,. - „o�VE`Np`� c � 374 R/w I R/w 372 370 368 366 364 362 360 358 356 0 o w M J O w M IL 3 1^ am C7 f J � W Q� i w LJ o0 w _ _ co (o m N th NW (V W � QO O J c I- - - 0� + m w (. + LJ N UZ d(n P a� N a ww +r , S =- - 0.2590 459; kPPROXIMATE EXIS NG ROUND CENTER INE �c 26 ° 374 60 372 30' 30' 10' 20' 20' 10' I 370 5' 5' * SLOPE FROM 5' 5' HIGHEST GUTTER 368 LANDSCAPE AREA LANDSCAPE AREA 366 I 29 2% I 364 • 29; sm is f ; 4.5' COMBINATION 4.5' COMBINATION -� 362 SIDEWALK SIDEWALK 0.20' A.C. PAVING 360 0.75' AGG. BASE 0.50' COMPACTED O.G. TO 95% RELATIVE DENSITY 358 A SEC11ON -40' FL TO FL 6 4 NOT TO SCALE 2% P HI/\ r J 4. 1U +64.98, G.L. 20.00LT.= A. 10 +94.75, F.L. IGSCROSS AVENUE SEE SHEET 3 I I STA. 11 +04.98 C.L., WALLABY COURT= I STA. 13 +91.72 C.L., KINGSCROSS AVE. I� Icy,, II O J � �II �`` 4 O W �l.i�V z O Wuwi W N Q O AUSSIE AVENUE 0 �� 1 3 J J J� z SEE SHEET 2 m F oo � -- caw N o o -0130, 11 30' = w o° �oz o0 ow o U= 00 �ZNtf)u) ZW �Y 20' I Q (n + + (n o X n fl) Q ° N ° Q 16 W ICU w oo omw + ±1 >� ; W C�(n W Uw= �� O� z o n d d W-) 1 m� Z v> I o uj U� oQQ U �m F- N 22 M 3 W(n Wd�(nN X X ;ZI I Im°' 1 2 R/W w `'' Q Liz 18" DRAIN = CATCH BASIN NO. 3 I FL b ° -SEE SHEET 2 - - _ 24" DRAIN o " M LL1 INTERSECTION /ANGLE POINT I -- NOO'29'21 "E 135.5 11 +00 ° o 3 FL 5 STA. 10 +00.00 C.L., ALICE SPRINGS AVE.= I _ STA. 13 +71.27 C.L., AUSSIE AVE. w N = _- ------- 17 1 00 :;, 1 2 R/W Y Q 0 - -- -- -- " � o Q o J 23 I N ° O 0 0 N I U 18 I � Z " Q o N I z �-j z I o u� ` " JJ ( �v �V , 6 CURVE TABLE 5 I Q C, �,� °� 6� 1 M ' ,°'�� c5� 30' I 30 F oo ° o CURVE RADIUS LENGTH TANGENT DELTA AUSSIE AVENUE m w 00 Of m �� m + ++ oi� I SEE SHEET 2 U ``' 12 ZDN 6ui w co (j 0 42.00' 197.06' - 68'49'50" 1- = ° N 0o r�ivi KINGSCROSS AVENUE ® Q "' ++ z °mW ±+ ,n m 42.00' 98.53' 99.95' 134*24'55" v w o o ° � a V) ci �� ++ SEE SHEET 3 r I "� r r w �r U Wx '-� �� 00 B.C.R. ® 42.00' 98.53' 99.95' 134'24'55" r L N� ad oQQ ad a U) U) STA. 10 +64.98, C.L. 20.00RT.= ® 35.00' 27.13' 14.29' 44'24'55" �� w N� Z= ~~ w (n (n 2 Q w F-N STA. 10 +94.75, F. L. ® 20.00' 31.42' 20.00' 90'00'00" C� 20.00' 31.42' 20.00' 90'00'26" WALLABY COURT SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 374 372 370 368 366 364 362 360 358 6 C) N w p 0 O I Y W J J d cV �cn C; m � ^� r7 M (nM (6 >i >; > a N W 3Q u) + + J J & w O = I o °' APPROXIM TE EXIS NG � a s z Q. V) I ' N W m (n M m o � � I 39; PROPOSED WEST FLOWLI E 35 10 +00 IDENTICAL POINTS 374 372 370 368 366 364 362 360 358 11+00 N i o to W N J O M = x U- J J j LL w 6J 1.4 �__ o ;i ° r7 f m c� (6 >� (n -LIL 00 F- Q+ O Wpm o °' /APPROXIMATE EXI TING v r ov' o w o v~i �,L V r.i ao _ w(n E =0.00% PROPOS� D EAST FLOWLIN I i i 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 R/W 372 �- 370 I 10' 368 � LANDSCAPE II 366 AREA -j' I � 364 23. I ` 362 4.5' COMBINATION SIDEWALK 360 358 TO 957 RE-9*l DENSITY g SECTION -40' FL TO FL 10 +00 11 +00 12 +00 JJV 10 +00 11 +00 356 4 NOT TO SCALE .i 30' 30' 20' 20' * SLOPE FROM HIGHEST GUTTER I LEGEND: LEGEND: (CONT.� LEGEND: (CONn CONSTRUCTION NOTES: ABBREVIATIONS R1 -1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: F.L. FLOWLINE POVC POINT ON VERTICAL CURVE i "Rt -1" -STOP "yy1 -1" -CURVE ARROW - - - - - - - - - - - PROPOSED SAWCUT LIMIT LINE Ol CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. C.L. CENTERLINE BVC BEGIN VERTICAL CURVE "R4 -7" - KEEP RIGHT " 1 CURVE NUMBER FOR CURVE DESCRIPTION W3-3" - -END O2 CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3. 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 -1" - NOT A THROUGH STREET O1 TAPER NUMBER FOR TAPER DESCRIPTION CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE "R26(CA)" - NO PARKING "W14 -2" - NO OUTLET O UNITS STANDARD PLAN RSP A88A CASE A. BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE "R3 -5R" - RIGHT TURN ONLY ® ITEM OF WORK -SEE SCHEDULE EC END CURVE TC TOP OF CURB R81 CA)" - BIKE LANE "Wl-7" - DOUBLE ARROW PIVC POINT OF INTERSECTION TIP TOP OF PAVEMENT " ( "Wl -6" - SINGLE ARROW CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W /3' WINGS ® CONSTRUCT 12' BOTTOM WIDTH DRIVEWAY W /3' WINGS OF VERTICAL CURVE D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS PER CONSTRUCT STD. ST -4. (UNLESS OTHERWISE NOTED) PER C.O.B. STD. ST -4. FC FINISH CONCRETE _ __� �__ EXISTING STORM DRAIN -REFER TO SEWER &STORM DRAIN PLANS SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY THE CITY F.O.C. FACE OF CURB R/W RIGHT -OF -WAY !�_ -" - " �� SECTION DESIGNATION: O ENGINEER /DESIGN ENGINEER. • FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. 0 STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS SECTION LETTER � CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -7. CATCH BASIN - TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D -14 `_ _ _ _ _ _A © COMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND %o-`• EXISTING SURVEY MONUMENT UNLESS NOTED OTHERWISE. GUTTER LIP TO A DEPTH OF 12 ". s SEWER - REFER TO SEWER & STORM DRAIN PLANS 2 FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T -1. SHEET WHERE SECTION IS SHOWN INSTALL TYPE III BARRICADE WITH W -31 (CA) SIGN WITH OM4 -3 - - - - -, - EXISTING SEWER - REFER TO SEWER & STORM DRAIN PLANS O MARKER AT PHASE BOUNDARY OF TRACT. IF ADJACENT PHASE FURNISH &INSTALL METRO STREET NAME SIGN PER C.Q.B. STD. T -1. SEWER MANHOLE -REFER SEWER &STORM DRAIN PLANS. IS NOT CONSTRUCTED AT SAME TIME, REMOVE AND SALVAGE SIGN ® -C�:)- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. WITH CONSTRUCTION OF ADJACENT PHASE. -D ® SEWER CLEANOUT -REFER TO SEWER &STORM DRAIN PLANS. FURNISH & INSTALL STREET UGHT -9500 LUMEN PER C.Q.B. STD. ST -14. $ INSTALL TYPE "F" DELINEATORS - 5 EQUALLY SPACED. [ZL NEW EDGE OF PAVEMENT TRACT BOUNDARY PHASE LINE 374 R/W 372 10' '' 370 5' 5' 368 I LANDSCAPE 366 AREA 2% I TW/ 364 R 4.' COMBINATION 362 SIDEWALK 360 358 356 1 I I O N Lo f7 M t a0 > 7 ` 00 n W I J u°') o rn a' (j t ° w C6 od ui I LI w w W + OIn + 4 4 4 m N W �APPRONIMATE EX STING z�Q GROUN ®CEN RUNE �' v' s S =0 54% S =0.25 SE TR. 6209-PH. P OPOSED WEST OWLINE I ST. FL WLINE I STR ET IMPR VEMENT I i PLAN 10 +00 11+00 372 370 368 366 364 362 360 358 I 356 12 +00 I I i UD N of M > w - - -- w m ^ J U Z O ; 0o °° rn rn w � u� Ln C6 0o �bN ,ri ro zlnw + J W (j W O O U w J J Q d 4 4cr- W �(n ? b t ci APPR XIMATE (STING L ao r� w tE�LI I 5= -0. 5 -- S� 51% =0.25% I - AST. FL WL1N r- 9-PH. 1 S EETIMP VEMENT PL iI+'.WICTII 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+00 374 372 370 368 366 - -� 364 I 362 -;360 358 12 +006 I- 6;o q . -) �c 26 ° 374 60 372 30' 30' 10' 20' 20' 10' I 370 5' 5' * SLOPE FROM 5' 5' HIGHEST GUTTER 368 LANDSCAPE AREA LANDSCAPE AREA 366 I 29 2% I 364 • 29; sm is f ; 4.5' COMBINATION 4.5' COMBINATION -� 362 SIDEWALK SIDEWALK 0.20' A.C. PAVING 360 0.75' AGG. BASE 0.50' COMPACTED O.G. TO 95% RELATIVE DENSITY 358 A SEC11ON -40' FL TO FL 6 4 NOT TO SCALE 2% P HI/\ r J 4. 1U +64.98, G.L. 20.00LT.= A. 10 +94.75, F.L. IGSCROSS AVENUE SEE SHEET 3 I I STA. 11 +04.98 C.L., WALLABY COURT= I STA. 13 +91.72 C.L., KINGSCROSS AVE. I� Icy,, II O J � �II �`` 4 O W �l.i�V z O Wuwi W N Q O AUSSIE AVENUE 0 �� 1 3 J J J� z SEE SHEET 2 m F oo � -- caw N o o -0130, 11 30' = w o° �oz o0 ow o U= 00 �ZNtf)u) ZW �Y 20' I Q (n + + (n o X n fl) Q ° N ° Q 16 W ICU w oo omw + ±1 >� ; W C�(n W Uw= �� O� z o n d d W-) 1 m� Z v> I o uj U� oQQ U �m F- N 22 M 3 W(n Wd�(nN X X ;ZI I Im°' 1 2 R/W w `'' Q Liz 18" DRAIN = CATCH BASIN NO. 3 I FL b ° -SEE SHEET 2 - - _ 24" DRAIN o " M LL1 INTERSECTION /ANGLE POINT I -- NOO'29'21 "E 135.5 11 +00 ° o 3 FL 5 STA. 10 +00.00 C.L., ALICE SPRINGS AVE.= I _ STA. 13 +71.27 C.L., AUSSIE AVE. w N = _- ------- 17 1 00 :;, 1 2 R/W Y Q 0 - -- -- -- " � o Q o J 23 I N ° O 0 0 N I U 18 I � Z " Q o N I z �-j z I o u� ` " JJ ( �v �V , 6 CURVE TABLE 5 I Q C, �,� °� 6� 1 M ' ,°'�� c5� 30' I 30 F oo ° o CURVE RADIUS LENGTH TANGENT DELTA AUSSIE AVENUE m w 00 Of m �� m + ++ oi� I SEE SHEET 2 U ``' 12 ZDN 6ui w co (j 0 42.00' 197.06' - 68'49'50" 1- = ° N 0o r�ivi KINGSCROSS AVENUE ® Q "' ++ z °mW ±+ ,n m 42.00' 98.53' 99.95' 134*24'55" v w o o ° � a V) ci �� ++ SEE SHEET 3 r I "� r r w �r U Wx '-� �� 00 B.C.R. ® 42.00' 98.53' 99.95' 134'24'55" r L N� ad oQQ ad a U) U) STA. 10 +64.98, C.L. 20.00RT.= ® 35.00' 27.13' 14.29' 44'24'55" �� w N� Z= ~~ w (n (n 2 Q w F-N STA. 10 +94.75, F. L. ® 20.00' 31.42' 20.00' 90'00'00" C� 20.00' 31.42' 20.00' 90'00'26" WALLABY COURT SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 374 372 370 368 366 364 362 360 358 6 C) N w p 0 O I Y W J J d cV �cn C; m � ^� r7 M (nM (6 >i >; > a N W 3Q u) + + J J & w O = I o °' APPROXIM TE EXIS NG � a s z Q. V) I ' N W m (n M m o � � I 39; PROPOSED WEST FLOWLI E 35 10 +00 IDENTICAL POINTS 374 372 370 368 366 364 362 360 358 11+00 N i o to W N J O M = x U- J J j LL w 6J 1.4 �__ o ;i ° r7 f m c� (6 >� (n -LIL 00 F- Q+ O Wpm o °' /APPROXIMATE EXI TING v r ov' o w o v~i �,L V r.i ao _ w(n E =0.00% PROPOS� D EAST FLOWLIN I i i 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 R/W 372 �- 370 I 10' 368 � LANDSCAPE II 366 AREA -j' I � 364 23. I ` 362 4.5' COMBINATION SIDEWALK 360 358 TO 957 RE-9*l DENSITY g SECTION -40' FL TO FL 10 +00 11 +00 12 +00 JJV 10 +00 11 +00 356 4 NOT TO SCALE .i 30' 30' 20' 20' * SLOPE FROM HIGHEST GUTTER I LEGEND: LEGEND: (CONT.� LEGEND: (CONn CONSTRUCTION NOTES: ABBREVIATIONS R1 -1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: F.L. FLOWLINE POVC POINT ON VERTICAL CURVE i "Rt -1" -STOP "yy1 -1" -CURVE ARROW - - - - - - - - - - - PROPOSED SAWCUT LIMIT LINE Ol CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. C.L. CENTERLINE BVC BEGIN VERTICAL CURVE "R4 -7" - KEEP RIGHT " 1 CURVE NUMBER FOR CURVE DESCRIPTION W3-3" - -END O2 CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3. 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 -1" - NOT A THROUGH STREET O1 TAPER NUMBER FOR TAPER DESCRIPTION CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE "R26(CA)" - NO PARKING "W14 -2" - NO OUTLET O UNITS STANDARD PLAN RSP A88A CASE A. BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE "R3 -5R" - RIGHT TURN ONLY ® ITEM OF WORK -SEE SCHEDULE EC END CURVE TC TOP OF CURB R81 CA)" - BIKE LANE "Wl-7" - DOUBLE ARROW PIVC POINT OF INTERSECTION TIP TOP OF PAVEMENT " ( "Wl -6" - SINGLE ARROW CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W /3' WINGS ® CONSTRUCT 12' BOTTOM WIDTH DRIVEWAY W /3' WINGS OF VERTICAL CURVE D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS PER CONSTRUCT STD. ST -4. (UNLESS OTHERWISE NOTED) PER C.O.B. STD. ST -4. FC FINISH CONCRETE _ __� �__ EXISTING STORM DRAIN -REFER TO SEWER &STORM DRAIN PLANS SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY THE CITY F.O.C. FACE OF CURB R/W RIGHT -OF -WAY !�_ -" - " �� SECTION DESIGNATION: O ENGINEER /DESIGN ENGINEER. • FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. 0 STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS SECTION LETTER � CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -7. CATCH BASIN - TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D -14 `_ _ _ _ _ _A © COMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND %o-`• EXISTING SURVEY MONUMENT UNLESS NOTED OTHERWISE. GUTTER LIP TO A DEPTH OF 12 ". s SEWER - REFER TO SEWER & STORM DRAIN PLANS 2 FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T -1. SHEET WHERE SECTION IS SHOWN INSTALL TYPE III BARRICADE WITH W -31 (CA) SIGN WITH OM4 -3 - - - - -, - EXISTING SEWER - REFER TO SEWER & STORM DRAIN PLANS O MARKER AT PHASE BOUNDARY OF TRACT. IF ADJACENT PHASE FURNISH &INSTALL METRO STREET NAME SIGN PER C.Q.B. STD. T -1. SEWER MANHOLE -REFER SEWER &STORM DRAIN PLANS. IS NOT CONSTRUCTED AT SAME TIME, REMOVE AND SALVAGE SIGN ® -C�:)- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. WITH CONSTRUCTION OF ADJACENT PHASE. -D ® SEWER CLEANOUT -REFER TO SEWER &STORM DRAIN PLANS. FURNISH & INSTALL STREET UGHT -9500 LUMEN PER C.Q.B. STD. ST -14. $ INSTALL TYPE "F" DELINEATORS - 5 EQUALLY SPACED. [ZL NEW EDGE OF PAVEMENT TRACT BOUNDARY PHASE LINE 374 R/W 372 10' '' 370 5' 5' 368 I LANDSCAPE 366 AREA 2% I TW/ 364 R 4.' COMBINATION 362 SIDEWALK 360 358 356 1 I I O N Lo f7 M t a0 > 7 ` 00 n W I J u°') o rn a' (j t ° w C6 od ui I LI w w W + OIn + 4 4 4 m N W �APPRONIMATE EX STING z�Q GROUN ®CEN RUNE �' v' s S =0 54% S =0.25 SE TR. 6209-PH. P OPOSED WEST OWLINE I ST. FL WLINE I STR ET IMPR VEMENT I i PLAN 10 +00 11+00 372 370 368 366 364 362 360 358 I 356 12 +00 I I i UD N of M > w - - -- w m ^ J U Z O ; 0o °° rn rn w � u� Ln C6 0o �bN ,ri ro zlnw + J W (j W O O U w J J Q d 4 4cr- W �(n ? b t ci APPR XIMATE (STING L ao r� w tE�LI I 5= -0. 5 -- S� 51% =0.25% I - AST. FL WL1N r- 9-PH. 1 S EETIMP VEMENT PL iI+'.WICTII 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+00 374 372 370 368 366 - -� 364 I 362 -;360 358 12 +006 I- 6;o q . -) 2% P HI/\ r J 4. 1U +64.98, G.L. 20.00LT.= A. 10 +94.75, F.L. IGSCROSS AVENUE SEE SHEET 3 I I STA. 11 +04.98 C.L., WALLABY COURT= I STA. 13 +91.72 C.L., KINGSCROSS AVE. I� Icy,, II O J � �II �`` 4 O W �l.i�V z O Wuwi W N Q O AUSSIE AVENUE 0 �� 1 3 J J J� z SEE SHEET 2 m F oo � -- caw N o o -0130, 11 30' = w o° �oz o0 ow o U= 00 �ZNtf)u) ZW �Y 20' I Q (n + + (n o X n fl) Q ° N ° Q 16 W ICU w oo omw + ±1 >� ; W C�(n W Uw= �� O� z o n d d W-) 1 m� Z v> I o uj U� oQQ U �m F- N 22 M 3 W(n Wd�(nN X X ;ZI I Im°' 1 2 R/W w `'' Q Liz 18" DRAIN = CATCH BASIN NO. 3 I FL b ° -SEE SHEET 2 - - _ 24" DRAIN o " M LL1 INTERSECTION /ANGLE POINT I -- NOO'29'21 "E 135.5 11 +00 ° o 3 FL 5 STA. 10 +00.00 C.L., ALICE SPRINGS AVE.= I _ STA. 13 +71.27 C.L., AUSSIE AVE. w N = _- ------- 17 1 00 :;, 1 2 R/W Y Q 0 - -- -- -- " � o Q o J 23 I N ° O 0 0 N I U 18 I � Z " Q o N I z �-j z I o u� ` " JJ ( �v �V , 6 CURVE TABLE 5 I Q C, �,� °� 6� 1 M ' ,°'�� c5� 30' I 30 F oo ° o CURVE RADIUS LENGTH TANGENT DELTA AUSSIE AVENUE m w 00 Of m �� m + ++ oi� I SEE SHEET 2 U ``' 12 ZDN 6ui w co (j 0 42.00' 197.06' - 68'49'50" 1- = ° N 0o r�ivi KINGSCROSS AVENUE ® Q "' ++ z °mW ±+ ,n m 42.00' 98.53' 99.95' 134*24'55" v w o o ° � a V) ci �� ++ SEE SHEET 3 r I "� r r w �r U Wx '-� �� 00 B.C.R. ® 42.00' 98.53' 99.95' 134'24'55" r L N� ad oQQ ad a U) U) STA. 10 +64.98, C.L. 20.00RT.= ® 35.00' 27.13' 14.29' 44'24'55" �� w N� Z= ~~ w (n (n 2 Q w F-N STA. 10 +94.75, F. L. ® 20.00' 31.42' 20.00' 90'00'00" C� 20.00' 31.42' 20.00' 90'00'26" WALLABY COURT SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 374 372 370 368 366 364 362 360 358 6 C) N w p 0 O I Y W J J d cV �cn C; m � ^� r7 M (nM (6 >i >; > a N W 3Q u) + + J J & w O = I o °' APPROXIM TE EXIS NG � a s z Q. V) I ' N W m (n M m o � � I 39; PROPOSED WEST FLOWLI E 35 10 +00 IDENTICAL POINTS 374 372 370 368 366 364 362 360 358 11+00 N i o to W N J O M = x U- J J j LL w 6J 1.4 �__ o ;i ° r7 f m c� (6 >� (n -LIL 00 F- Q+ O Wpm o °' /APPROXIMATE EXI TING v r ov' o w o v~i �,L V r.i ao _ w(n E =0.00% PROPOS� D EAST FLOWLIN I i i 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 R/W 372 �- 370 I 10' 368 � LANDSCAPE II 366 AREA -j' I � 364 23. I ` 362 4.5' COMBINATION SIDEWALK 360 358 TO 957 RE-9*l DENSITY g SECTION -40' FL TO FL 10 +00 11 +00 12 +00 JJV 10 +00 11 +00 356 4 NOT TO SCALE .i 30' 30' 20' 20' * SLOPE FROM HIGHEST GUTTER I LEGEND: LEGEND: (CONT.� LEGEND: (CONn CONSTRUCTION NOTES: ABBREVIATIONS R1 -1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: F.L. FLOWLINE POVC POINT ON VERTICAL CURVE i "Rt -1" -STOP "yy1 -1" -CURVE ARROW - - - - - - - - - - - PROPOSED SAWCUT LIMIT LINE Ol CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. C.L. CENTERLINE BVC BEGIN VERTICAL CURVE "R4 -7" - KEEP RIGHT " 1 CURVE NUMBER FOR CURVE DESCRIPTION W3-3" - -END O2 CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3. 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 -1" - NOT A THROUGH STREET O1 TAPER NUMBER FOR TAPER DESCRIPTION CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE "R26(CA)" - NO PARKING "W14 -2" - NO OUTLET O UNITS STANDARD PLAN RSP A88A CASE A. BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE "R3 -5R" - RIGHT TURN ONLY ® ITEM OF WORK -SEE SCHEDULE EC END CURVE TC TOP OF CURB R81 CA)" - BIKE LANE "Wl-7" - DOUBLE ARROW PIVC POINT OF INTERSECTION TIP TOP OF PAVEMENT " ( "Wl -6" - SINGLE ARROW CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W /3' WINGS ® CONSTRUCT 12' BOTTOM WIDTH DRIVEWAY W /3' WINGS OF VERTICAL CURVE D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS PER CONSTRUCT STD. ST -4. (UNLESS OTHERWISE NOTED) PER C.O.B. STD. ST -4. FC FINISH CONCRETE _ __� �__ EXISTING STORM DRAIN -REFER TO SEWER &STORM DRAIN PLANS SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY THE CITY F.O.C. FACE OF CURB R/W RIGHT -OF -WAY !�_ -" - " �� SECTION DESIGNATION: O ENGINEER /DESIGN ENGINEER. • FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. 0 STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS SECTION LETTER � CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -7. CATCH BASIN - TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D -14 `_ _ _ _ _ _A © COMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND %o-`• EXISTING SURVEY MONUMENT UNLESS NOTED OTHERWISE. GUTTER LIP TO A DEPTH OF 12 ". s SEWER - REFER TO SEWER & STORM DRAIN PLANS 2 FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T -1. SHEET WHERE SECTION IS SHOWN INSTALL TYPE III BARRICADE WITH W -31 (CA) SIGN WITH OM4 -3 - - - - -, - EXISTING SEWER - REFER TO SEWER & STORM DRAIN PLANS O MARKER AT PHASE BOUNDARY OF TRACT. IF ADJACENT PHASE FURNISH &INSTALL METRO STREET NAME SIGN PER C.Q.B. STD. T -1. SEWER MANHOLE -REFER SEWER &STORM DRAIN PLANS. IS NOT CONSTRUCTED AT SAME TIME, REMOVE AND SALVAGE SIGN ® -C�:)- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. WITH CONSTRUCTION OF ADJACENT PHASE. -D ® SEWER CLEANOUT -REFER TO SEWER &STORM DRAIN PLANS. FURNISH & INSTALL STREET UGHT -9500 LUMEN PER C.Q.B. STD. ST -14. $ INSTALL TYPE "F" DELINEATORS - 5 EQUALLY SPACED. [ZL NEW EDGE OF PAVEMENT TRACT BOUNDARY PHASE LINE 374 R/W 372 10' '' 370 5' 5' 368 I LANDSCAPE 366 AREA 2% I TW/ 364 R 4.' COMBINATION 362 SIDEWALK 360 358 356 1 I I O N Lo f7 M t a0 > 7 ` 00 n W I J u°') o rn a' (j t ° w C6 od ui I LI w w W + OIn + 4 4 4 m N W �APPRONIMATE EX STING z�Q GROUN ®CEN RUNE �' v' s S =0 54% S =0.25 SE TR. 6209-PH. P OPOSED WEST OWLINE I ST. FL WLINE I STR ET IMPR VEMENT I i PLAN 10 +00 11+00 372 370 368 366 364 362 360 358 I 356 12 +00 I I i UD N of M > w - - -- w m ^ J U Z O ; 0o °° rn rn w � u� Ln C6 0o �bN ,ri ro zlnw + J W (j W O O U w J J Q d 4 4cr- W �(n ? b t ci APPR XIMATE (STING L ao r� w tE�LI I 5= -0. 5 -- S� 51% =0.25% I - AST. FL WL1N r- 9-PH. 1 S EETIMP VEMENT PL iI+'.WICTII 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+00 374 372 370 368 366 - -� 364 I 362 -;360 358 12 +006 I- 6;o q . -) ` " JJ ( �v �V , 6 CURVE TABLE 5 I Q C, �,� °� 6� 1 M ' ,°'�� c5� 30' I 30 F oo ° o CURVE RADIUS LENGTH TANGENT DELTA AUSSIE AVENUE m w 00 Of m �� m + ++ oi� I SEE SHEET 2 U ``' 12 ZDN 6ui w co (j 0 42.00' 197.06' - 68'49'50" 1- = ° N 0o r�ivi KINGSCROSS AVENUE ® Q "' ++ z °mW ±+ ,n m 42.00' 98.53' 99.95' 134*24'55" v w o o ° � a V) ci �� ++ SEE SHEET 3 r I "� r r w �r U Wx '-� �� 00 B.C.R. ® 42.00' 98.53' 99.95' 134'24'55" r L N� ad oQQ ad a U) U) STA. 10 +64.98, C.L. 20.00RT.= ® 35.00' 27.13' 14.29' 44'24'55" �� w N� Z= ~~ w (n (n 2 Q w F-N STA. 10 +94.75, F. L. ® 20.00' 31.42' 20.00' 90'00'00" C� 20.00' 31.42' 20.00' 90'00'26" WALLABY COURT SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 374 372 370 368 366 364 362 360 358 6 C) N w p 0 O I Y W J J d cV �cn C; m � ^� r7 M (nM (6 >i >; > a N W 3Q u) + + J J & w O = I o °' APPROXIM TE EXIS NG � a s z Q. V) I ' N W m (n M m o � � I 39; PROPOSED WEST FLOWLI E 35 10 +00 IDENTICAL POINTS 374 372 370 368 366 364 362 360 358 11+00 N i o to W N J O M = x U- J J j LL w 6J 1.4 �__ o ;i ° r7 f m c� (6 >� (n -LIL 00 F- Q+ O Wpm o °' /APPROXIMATE EXI TING v r ov' o w o v~i �,L V r.i ao _ w(n E =0.00% PROPOS� D EAST FLOWLIN I i i 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 R/W 372 �- 370 I 10' 368 � LANDSCAPE II 366 AREA -j' I � 364 23. I ` 362 4.5' COMBINATION SIDEWALK 360 358 TO 957 RE-9*l DENSITY g SECTION -40' FL TO FL 10 +00 11 +00 12 +00 JJV 10 +00 11 +00 356 4 NOT TO SCALE .i 30' 30' 20' 20' * SLOPE FROM HIGHEST GUTTER I LEGEND: LEGEND: (CONT.� LEGEND: (CONn CONSTRUCTION NOTES: ABBREVIATIONS R1 -1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: F.L. FLOWLINE POVC POINT ON VERTICAL CURVE i "Rt -1" -STOP "yy1 -1" -CURVE ARROW - - - - - - - - - - - PROPOSED SAWCUT LIMIT LINE Ol CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. C.L. CENTERLINE BVC BEGIN VERTICAL CURVE "R4 -7" - KEEP RIGHT " 1 CURVE NUMBER FOR CURVE DESCRIPTION W3-3" - -END O2 CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3. 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 -1" - NOT A THROUGH STREET O1 TAPER NUMBER FOR TAPER DESCRIPTION CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE "R26(CA)" - NO PARKING "W14 -2" - NO OUTLET O UNITS STANDARD PLAN RSP A88A CASE A. BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE "R3 -5R" - RIGHT TURN ONLY ® ITEM OF WORK -SEE SCHEDULE EC END CURVE TC TOP OF CURB R81 CA)" - BIKE LANE "Wl-7" - DOUBLE ARROW PIVC POINT OF INTERSECTION TIP TOP OF PAVEMENT " ( "Wl -6" - SINGLE ARROW CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W /3' WINGS ® CONSTRUCT 12' BOTTOM WIDTH DRIVEWAY W /3' WINGS OF VERTICAL CURVE D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS PER CONSTRUCT STD. ST -4. (UNLESS OTHERWISE NOTED) PER C.O.B. STD. ST -4. FC FINISH CONCRETE _ __� �__ EXISTING STORM DRAIN -REFER TO SEWER &STORM DRAIN PLANS SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY THE CITY F.O.C. FACE OF CURB R/W RIGHT -OF -WAY !�_ -" - " �� SECTION DESIGNATION: O ENGINEER /DESIGN ENGINEER. • FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. 0 STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS SECTION LETTER � CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -7. CATCH BASIN - TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D -14 `_ _ _ _ _ _A © COMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND %o-`• EXISTING SURVEY MONUMENT UNLESS NOTED OTHERWISE. GUTTER LIP TO A DEPTH OF 12 ". s SEWER - REFER TO SEWER & STORM DRAIN PLANS 2 FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T -1. SHEET WHERE SECTION IS SHOWN INSTALL TYPE III BARRICADE WITH W -31 (CA) SIGN WITH OM4 -3 - - - - -, - EXISTING SEWER - REFER TO SEWER & STORM DRAIN PLANS O MARKER AT PHASE BOUNDARY OF TRACT. IF ADJACENT PHASE FURNISH &INSTALL METRO STREET NAME SIGN PER C.Q.B. STD. T -1. SEWER MANHOLE -REFER SEWER &STORM DRAIN PLANS. IS NOT CONSTRUCTED AT SAME TIME, REMOVE AND SALVAGE SIGN ® -C�:)- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. WITH CONSTRUCTION OF ADJACENT PHASE. -D ® SEWER CLEANOUT -REFER TO SEWER &STORM DRAIN PLANS. FURNISH & INSTALL STREET UGHT -9500 LUMEN PER C.Q.B. STD. ST -14. $ INSTALL TYPE "F" DELINEATORS - 5 EQUALLY SPACED. [ZL NEW EDGE OF PAVEMENT TRACT BOUNDARY PHASE LINE 374 R/W 372 10' '' 370 5' 5' 368 I LANDSCAPE 366 AREA 2% I TW/ 364 R 4.' COMBINATION 362 SIDEWALK 360 358 356 1 I I O N Lo f7 M t a0 > 7 ` 00 n W I J u°') o rn a' (j t ° w C6 od ui I LI w w W + OIn + 4 4 4 m N W �APPRONIMATE EX STING z�Q GROUN ®CEN RUNE �' v' s S =0 54% S =0.25 SE TR. 6209-PH. P OPOSED WEST OWLINE I ST. FL WLINE I STR ET IMPR VEMENT I i PLAN 10 +00 11+00 372 370 368 366 364 362 360 358 I 356 12 +00 I I i UD N of M > w - - -- w m ^ J U Z O ; 0o °° rn rn w � u� Ln C6 0o �bN ,ri ro zlnw + J W (j W O O U w J J Q d 4 4cr- W �(n ? b t ci APPR XIMATE (STING L ao r� w tE�LI I 5= -0. 5 -- S� 51% =0.25% I - AST. FL WL1N r- 9-PH. 1 S EETIMP VEMENT PL iI+'.WICTII 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+00 374 372 370 368 366 - -� 364 I 362 -;360 358 12 +006 I- 6;o q . -) WALLABY COURT SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 374 372 370 368 366 364 362 360 358 6 C) N w p 0 O I Y W J J d cV �cn C; m � ^� r7 M (nM (6 >i >; > a N W 3Q u) + + J J & w O = I o °' APPROXIM TE EXIS NG � a s z Q. V) I ' N W m (n M m o � � I 39; PROPOSED WEST FLOWLI E 35 10 +00 IDENTICAL POINTS 374 372 370 368 366 364 362 360 358 11+00 N i o to W N J O M = x U- J J j LL w 6J 1.4 �__ o ;i ° r7 f m c� (6 >� (n -LIL 00 F- Q+ O Wpm o °' /APPROXIMATE EXI TING v r ov' o w o v~i �,L V r.i ao _ w(n E =0.00% PROPOS� D EAST FLOWLIN I i i 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 R/W 372 �- 370 I 10' 368 � LANDSCAPE II 366 AREA -j' I � 364 23. I ` 362 4.5' COMBINATION SIDEWALK 360 358 TO 957 RE-9*l DENSITY g SECTION -40' FL TO FL 10 +00 11 +00 12 +00 JJV 10 +00 11 +00 356 4 NOT TO SCALE .i 30' 30' 20' 20' * SLOPE FROM HIGHEST GUTTER I LEGEND: LEGEND: (CONT.� LEGEND: (CONn CONSTRUCTION NOTES: ABBREVIATIONS R1 -1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: F.L. FLOWLINE POVC POINT ON VERTICAL CURVE i "Rt -1" -STOP "yy1 -1" -CURVE ARROW - - - - - - - - - - - PROPOSED SAWCUT LIMIT LINE Ol CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. C.L. CENTERLINE BVC BEGIN VERTICAL CURVE "R4 -7" - KEEP RIGHT " 1 CURVE NUMBER FOR CURVE DESCRIPTION W3-3" - -END O2 CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3. 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 -1" - NOT A THROUGH STREET O1 TAPER NUMBER FOR TAPER DESCRIPTION CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE "R26(CA)" - NO PARKING "W14 -2" - NO OUTLET O UNITS STANDARD PLAN RSP A88A CASE A. BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE "R3 -5R" - RIGHT TURN ONLY ® ITEM OF WORK -SEE SCHEDULE EC END CURVE TC TOP OF CURB R81 CA)" - BIKE LANE "Wl-7" - DOUBLE ARROW PIVC POINT OF INTERSECTION TIP TOP OF PAVEMENT " ( "Wl -6" - SINGLE ARROW CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W /3' WINGS ® CONSTRUCT 12' BOTTOM WIDTH DRIVEWAY W /3' WINGS OF VERTICAL CURVE D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS PER CONSTRUCT STD. ST -4. (UNLESS OTHERWISE NOTED) PER C.O.B. STD. ST -4. FC FINISH CONCRETE _ __� �__ EXISTING STORM DRAIN -REFER TO SEWER &STORM DRAIN PLANS SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY THE CITY F.O.C. FACE OF CURB R/W RIGHT -OF -WAY !�_ -" - " �� SECTION DESIGNATION: O ENGINEER /DESIGN ENGINEER. • FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. 0 STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS SECTION LETTER � CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -7. CATCH BASIN - TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D -14 `_ _ _ _ _ _A © COMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND %o-`• EXISTING SURVEY MONUMENT UNLESS NOTED OTHERWISE. GUTTER LIP TO A DEPTH OF 12 ". s SEWER - REFER TO SEWER & STORM DRAIN PLANS 2 FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T -1. SHEET WHERE SECTION IS SHOWN INSTALL TYPE III BARRICADE WITH W -31 (CA) SIGN WITH OM4 -3 - - - - -, - EXISTING SEWER - REFER TO SEWER & STORM DRAIN PLANS O MARKER AT PHASE BOUNDARY OF TRACT. IF ADJACENT PHASE FURNISH &INSTALL METRO STREET NAME SIGN PER C.Q.B. STD. T -1. SEWER MANHOLE -REFER SEWER &STORM DRAIN PLANS. IS NOT CONSTRUCTED AT SAME TIME, REMOVE AND SALVAGE SIGN ® -C�:)- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. WITH CONSTRUCTION OF ADJACENT PHASE. -D ® SEWER CLEANOUT -REFER TO SEWER &STORM DRAIN PLANS. FURNISH & INSTALL STREET UGHT -9500 LUMEN PER C.Q.B. STD. ST -14. $ INSTALL TYPE "F" DELINEATORS - 5 EQUALLY SPACED. [ZL NEW EDGE OF PAVEMENT TRACT BOUNDARY PHASE LINE 374 R/W 372 10' '' 370 5' 5' 368 I LANDSCAPE 366 AREA 2% I TW/ 364 R 4.' COMBINATION 362 SIDEWALK 360 358 356 1 I I O N Lo f7 M t a0 > 7 ` 00 n W I J u°') o rn a' (j t ° w C6 od ui I LI w w W + OIn + 4 4 4 m N W �APPRONIMATE EX STING z�Q GROUN ®CEN RUNE �' v' s S =0 54% S =0.25 SE TR. 6209-PH. P OPOSED WEST OWLINE I ST. FL WLINE I STR ET IMPR VEMENT I i PLAN 10 +00 11+00 372 370 368 366 364 362 360 358 I 356 12 +00 I I i UD N of M > w - - -- w m ^ J U Z O ; 0o °° rn rn w � u� Ln C6 0o �bN ,ri ro zlnw + J W (j W O O U w J J Q d 4 4cr- W �(n ? b t ci APPR XIMATE (STING L ao r� w tE�LI I 5= -0. 5 -- S� 51% =0.25% I - AST. FL WL1N r- 9-PH. 1 S EETIMP VEMENT PL iI+'.WICTII 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+00 374 372 370 368 366 - -� 364 I 362 -;360 358 12 +006 I- 6;o q . -) 35 10 +00 IDENTICAL POINTS 374 372 370 368 366 364 362 360 358 11+00 N i o to W N J O M = x U- J J j LL w 6J 1.4 �__ o ;i ° r7 f m c� (6 >� (n -LIL 00 F- Q+ O Wpm o °' /APPROXIMATE EXI TING v r ov' o w o v~i �,L V r.i ao _ w(n E =0.00% PROPOS� D EAST FLOWLIN I i i 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 R/W 372 �- 370 I 10' 368 � LANDSCAPE II 366 AREA -j' I � 364 23. I ` 362 4.5' COMBINATION SIDEWALK 360 358 TO 957 RE-9*l DENSITY g SECTION -40' FL TO FL 10 +00 11 +00 12 +00 JJV 10 +00 11 +00 356 4 NOT TO SCALE .i 30' 30' 20' 20' * SLOPE FROM HIGHEST GUTTER I LEGEND: LEGEND: (CONT.� LEGEND: (CONn CONSTRUCTION NOTES: ABBREVIATIONS R1 -1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: F.L. FLOWLINE POVC POINT ON VERTICAL CURVE i "Rt -1" -STOP "yy1 -1" -CURVE ARROW - - - - - - - - - - - PROPOSED SAWCUT LIMIT LINE Ol CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. C.L. CENTERLINE BVC BEGIN VERTICAL CURVE "R4 -7" - KEEP RIGHT " 1 CURVE NUMBER FOR CURVE DESCRIPTION W3-3" - -END O2 CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3. 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 -1" - NOT A THROUGH STREET O1 TAPER NUMBER FOR TAPER DESCRIPTION CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE "R26(CA)" - NO PARKING "W14 -2" - NO OUTLET O UNITS STANDARD PLAN RSP A88A CASE A. BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE "R3 -5R" - RIGHT TURN ONLY ® ITEM OF WORK -SEE SCHEDULE EC END CURVE TC TOP OF CURB R81 CA)" - BIKE LANE "Wl-7" - DOUBLE ARROW PIVC POINT OF INTERSECTION TIP TOP OF PAVEMENT " ( "Wl -6" - SINGLE ARROW CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W /3' WINGS ® CONSTRUCT 12' BOTTOM WIDTH DRIVEWAY W /3' WINGS OF VERTICAL CURVE D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS PER CONSTRUCT STD. ST -4. (UNLESS OTHERWISE NOTED) PER C.O.B. STD. ST -4. FC FINISH CONCRETE _ __� �__ EXISTING STORM DRAIN -REFER TO SEWER &STORM DRAIN PLANS SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY THE CITY F.O.C. FACE OF CURB R/W RIGHT -OF -WAY !�_ -" - " �� SECTION DESIGNATION: O ENGINEER /DESIGN ENGINEER. • FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. 0 STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS SECTION LETTER � CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -7. CATCH BASIN - TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D -14 `_ _ _ _ _ _A © COMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND %o-`• EXISTING SURVEY MONUMENT UNLESS NOTED OTHERWISE. GUTTER LIP TO A DEPTH OF 12 ". s SEWER - REFER TO SEWER & STORM DRAIN PLANS 2 FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T -1. SHEET WHERE SECTION IS SHOWN INSTALL TYPE III BARRICADE WITH W -31 (CA) SIGN WITH OM4 -3 - - - - -, - EXISTING SEWER - REFER TO SEWER & STORM DRAIN PLANS O MARKER AT PHASE BOUNDARY OF TRACT. IF ADJACENT PHASE FURNISH &INSTALL METRO STREET NAME SIGN PER C.Q.B. STD. T -1. SEWER MANHOLE -REFER SEWER &STORM DRAIN PLANS. IS NOT CONSTRUCTED AT SAME TIME, REMOVE AND SALVAGE SIGN ® -C�:)- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. WITH CONSTRUCTION OF ADJACENT PHASE. -D ® SEWER CLEANOUT -REFER TO SEWER &STORM DRAIN PLANS. FURNISH & INSTALL STREET UGHT -9500 LUMEN PER C.Q.B. STD. ST -14. $ INSTALL TYPE "F" DELINEATORS - 5 EQUALLY SPACED. [ZL NEW EDGE OF PAVEMENT TRACT BOUNDARY PHASE LINE 374 R/W 372 10' '' 370 5' 5' 368 I LANDSCAPE 366 AREA 2% I TW/ 364 R 4.' COMBINATION 362 SIDEWALK 360 358 356 1 I I O N Lo f7 M t a0 > 7 ` 00 n W I J u°') o rn a' (j t ° w C6 od ui I LI w w W + OIn + 4 4 4 m N W �APPRONIMATE EX STING z�Q GROUN ®CEN RUNE �' v' s S =0 54% S =0.25 SE TR. 6209-PH. P OPOSED WEST OWLINE I ST. FL WLINE I STR ET IMPR VEMENT I i PLAN 10 +00 11+00 372 370 368 366 364 362 360 358 I 356 12 +00 I I i UD N of M > w - - -- w m ^ J U Z O ; 0o °° rn rn w � u� Ln C6 0o �bN ,ri ro zlnw + J W (j W O O U w J J Q d 4 4cr- W �(n ? b t ci APPR XIMATE (STING L ao r� w tE�LI I 5= -0. 5 -- S� 51% =0.25% I - AST. FL WL1N r- 9-PH. 1 S EETIMP VEMENT PL iI+'.WICTII 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+00 374 372 370 368 366 - -� 364 I 362 -;360 358 12 +006 I- 6;o q . -) 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 R/W 372 �- 370 I 10' 368 � LANDSCAPE II 366 AREA -j' I � 364 23. I ` 362 4.5' COMBINATION SIDEWALK 360 358 TO 957 RE-9*l DENSITY g SECTION -40' FL TO FL 10 +00 11 +00 12 +00 JJV 10 +00 11 +00 356 4 NOT TO SCALE .i 30' 30' 20' 20' * SLOPE FROM HIGHEST GUTTER I LEGEND: LEGEND: (CONT.� LEGEND: (CONn CONSTRUCTION NOTES: ABBREVIATIONS R1 -1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: F.L. FLOWLINE POVC POINT ON VERTICAL CURVE i "Rt -1" -STOP "yy1 -1" -CURVE ARROW - - - - - - - - - - - PROPOSED SAWCUT LIMIT LINE Ol CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. C.L. CENTERLINE BVC BEGIN VERTICAL CURVE "R4 -7" - KEEP RIGHT " 1 CURVE NUMBER FOR CURVE DESCRIPTION W3-3" - -END O2 CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3. 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 -1" - NOT A THROUGH STREET O1 TAPER NUMBER FOR TAPER DESCRIPTION CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE "R26(CA)" - NO PARKING "W14 -2" - NO OUTLET O UNITS STANDARD PLAN RSP A88A CASE A. BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE "R3 -5R" - RIGHT TURN ONLY ® ITEM OF WORK -SEE SCHEDULE EC END CURVE TC TOP OF CURB R81 CA)" - BIKE LANE "Wl-7" - DOUBLE ARROW PIVC POINT OF INTERSECTION TIP TOP OF PAVEMENT " ( "Wl -6" - SINGLE ARROW CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W /3' WINGS ® CONSTRUCT 12' BOTTOM WIDTH DRIVEWAY W /3' WINGS OF VERTICAL CURVE D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS PER CONSTRUCT STD. ST -4. (UNLESS OTHERWISE NOTED) PER C.O.B. STD. ST -4. FC FINISH CONCRETE _ __� �__ EXISTING STORM DRAIN -REFER TO SEWER &STORM DRAIN PLANS SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY THE CITY F.O.C. FACE OF CURB R/W RIGHT -OF -WAY !�_ -" - " �� SECTION DESIGNATION: O ENGINEER /DESIGN ENGINEER. • FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. 0 STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS SECTION LETTER � CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -7. CATCH BASIN - TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D -14 `_ _ _ _ _ _A © COMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND %o-`• EXISTING SURVEY MONUMENT UNLESS NOTED OTHERWISE. GUTTER LIP TO A DEPTH OF 12 ". s SEWER - REFER TO SEWER & STORM DRAIN PLANS 2 FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T -1. SHEET WHERE SECTION IS SHOWN INSTALL TYPE III BARRICADE WITH W -31 (CA) SIGN WITH OM4 -3 - - - - -, - EXISTING SEWER - REFER TO SEWER & STORM DRAIN PLANS O MARKER AT PHASE BOUNDARY OF TRACT. IF ADJACENT PHASE FURNISH &INSTALL METRO STREET NAME SIGN PER C.Q.B. STD. T -1. SEWER MANHOLE -REFER SEWER &STORM DRAIN PLANS. IS NOT CONSTRUCTED AT SAME TIME, REMOVE AND SALVAGE SIGN ® -C�:)- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. WITH CONSTRUCTION OF ADJACENT PHASE. -D ® SEWER CLEANOUT -REFER TO SEWER &STORM DRAIN PLANS. FURNISH & INSTALL STREET UGHT -9500 LUMEN PER C.Q.B. STD. ST -14. $ INSTALL TYPE "F" DELINEATORS - 5 EQUALLY SPACED. [ZL NEW EDGE OF PAVEMENT TRACT BOUNDARY PHASE LINE 374 R/W 372 10' '' 370 5' 5' 368 I LANDSCAPE 366 AREA 2% I TW/ 364 R 4.' COMBINATION 362 SIDEWALK 360 358 356 1 I I O N Lo f7 M t a0 > 7 ` 00 n W I J u°') o rn a' (j t ° w C6 od ui I LI w w W + OIn + 4 4 4 m N W �APPRONIMATE EX STING z�Q GROUN ®CEN RUNE �' v' s S =0 54% S =0.25 SE TR. 6209-PH. P OPOSED WEST OWLINE I ST. FL WLINE I STR ET IMPR VEMENT I i PLAN 10 +00 11+00 372 370 368 366 364 362 360 358 I 356 12 +00 I I i UD N of M > w - - -- w m ^ J U Z O ; 0o °° rn rn w � u� Ln C6 0o �bN ,ri ro zlnw + J W (j W O O U w J J Q d 4 4cr- W �(n ? b t ci APPR XIMATE (STING L ao r� w tE�LI I 5= -0. 5 -- S� 51% =0.25% I - AST. FL WL1N r- 9-PH. 1 S EETIMP VEMENT PL iI+'.WICTII 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+00 374 372 370 368 366 - -� 364 I 362 -;360 358 12 +006 I- 6;o q . -) 374 R/W 372 �- 370 I 10' 368 � LANDSCAPE II 366 AREA -j' I � 364 23. I ` 362 4.5' COMBINATION SIDEWALK 360 358 TO 957 RE-9*l DENSITY g SECTION -40' FL TO FL 10 +00 11 +00 12 +00 JJV 10 +00 11 +00 356 4 NOT TO SCALE .i 30' 30' 20' 20' * SLOPE FROM HIGHEST GUTTER I LEGEND: LEGEND: (CONT.� LEGEND: (CONn CONSTRUCTION NOTES: ABBREVIATIONS R1 -1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: F.L. FLOWLINE POVC POINT ON VERTICAL CURVE i "Rt -1" -STOP "yy1 -1" -CURVE ARROW - - - - - - - - - - - PROPOSED SAWCUT LIMIT LINE Ol CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. C.L. CENTERLINE BVC BEGIN VERTICAL CURVE "R4 -7" - KEEP RIGHT " 1 CURVE NUMBER FOR CURVE DESCRIPTION W3-3" - -END O2 CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3. 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 -1" - NOT A THROUGH STREET O1 TAPER NUMBER FOR TAPER DESCRIPTION CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE "R26(CA)" - NO PARKING "W14 -2" - NO OUTLET O UNITS STANDARD PLAN RSP A88A CASE A. BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE "R3 -5R" - RIGHT TURN ONLY ® ITEM OF WORK -SEE SCHEDULE EC END CURVE TC TOP OF CURB R81 CA)" - BIKE LANE "Wl-7" - DOUBLE ARROW PIVC POINT OF INTERSECTION TIP TOP OF PAVEMENT " ( "Wl -6" - SINGLE ARROW CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W /3' WINGS ® CONSTRUCT 12' BOTTOM WIDTH DRIVEWAY W /3' WINGS OF VERTICAL CURVE D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS PER CONSTRUCT STD. ST -4. (UNLESS OTHERWISE NOTED) PER C.O.B. STD. ST -4. FC FINISH CONCRETE _ __� �__ EXISTING STORM DRAIN -REFER TO SEWER &STORM DRAIN PLANS SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY THE CITY F.O.C. FACE OF CURB R/W RIGHT -OF -WAY !�_ -" - " �� SECTION DESIGNATION: O ENGINEER /DESIGN ENGINEER. • FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. 0 STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS SECTION LETTER � CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -7. CATCH BASIN - TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D -14 `_ _ _ _ _ _A © COMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND %o-`• EXISTING SURVEY MONUMENT UNLESS NOTED OTHERWISE. GUTTER LIP TO A DEPTH OF 12 ". s SEWER - REFER TO SEWER & STORM DRAIN PLANS 2 FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T -1. SHEET WHERE SECTION IS SHOWN INSTALL TYPE III BARRICADE WITH W -31 (CA) SIGN WITH OM4 -3 - - - - -, - EXISTING SEWER - REFER TO SEWER & STORM DRAIN PLANS O MARKER AT PHASE BOUNDARY OF TRACT. IF ADJACENT PHASE FURNISH &INSTALL METRO STREET NAME SIGN PER C.Q.B. STD. T -1. SEWER MANHOLE -REFER SEWER &STORM DRAIN PLANS. IS NOT CONSTRUCTED AT SAME TIME, REMOVE AND SALVAGE SIGN ® -C�:)- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. WITH CONSTRUCTION OF ADJACENT PHASE. -D ® SEWER CLEANOUT -REFER TO SEWER &STORM DRAIN PLANS. FURNISH & INSTALL STREET UGHT -9500 LUMEN PER C.Q.B. STD. ST -14. $ INSTALL TYPE "F" DELINEATORS - 5 EQUALLY SPACED. [ZL NEW EDGE OF PAVEMENT TRACT BOUNDARY PHASE LINE 374 R/W 372 10' '' 370 5' 5' 368 I LANDSCAPE 366 AREA 2% I TW/ 364 R 4.' COMBINATION 362 SIDEWALK 360 358 356 1 I I O N Lo f7 M t a0 > 7 ` 00 n W I J u°') o rn a' (j t ° w C6 od ui I LI w w W + OIn + 4 4 4 m N W �APPRONIMATE EX STING z�Q GROUN ®CEN RUNE �' v' s S =0 54% S =0.25 SE TR. 6209-PH. P OPOSED WEST OWLINE I ST. FL WLINE I STR ET IMPR VEMENT I i PLAN 10 +00 11+00 372 370 368 366 364 362 360 358 I 356 12 +00 I I i UD N of M > w - - -- w m ^ J U Z O ; 0o °° rn rn w � u� Ln C6 0o �bN ,ri ro zlnw + J W (j W O O U w J J Q d 4 4cr- W �(n ? b t ci APPR XIMATE (STING L ao r� w tE�LI I 5= -0. 5 -- S� 51% =0.25% I - AST. FL WL1N r- 9-PH. 1 S EETIMP VEMENT PL iI+'.WICTII 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+00 374 372 370 368 366 - -� 364 I 362 -;360 358 12 +006 I- 6;o q . -) 374 R/W 372 10' '' 370 5' 5' 368 I LANDSCAPE 366 AREA 2% I TW/ 364 R 4.' COMBINATION 362 SIDEWALK 360 358 356 1 I I O N Lo f7 M t a0 > 7 ` 00 n W I J u°') o rn a' (j t ° w C6 od ui I LI w w W + OIn + 4 4 4 m N W �APPRONIMATE EX STING z�Q GROUN ®CEN RUNE �' v' s S =0 54% S =0.25 SE TR. 6209-PH. P OPOSED WEST OWLINE I ST. FL WLINE I STR ET IMPR VEMENT I i PLAN 10 +00 11+00 372 370 368 366 364 362 360 358 I 356 12 +00 I I i UD N of M > w - - -- w m ^ J U Z O ; 0o °° rn rn w � u� Ln C6 0o �bN ,ri ro zlnw + J W (j W O O U w J J Q d 4 4cr- W �(n ? b t ci APPR XIMATE (STING L ao r� w tE�LI I 5= -0. 5 -- S� 51% =0.25% I - AST. FL WL1N r- 9-PH. 1 S EETIMP VEMENT PL iI+'.WICTII 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+00 374 372 370 368 366 - -� 364 I 362 -;360 358 12 +006 I- 6;o q . -) 10 +00 11+00 372 370 368 366 364 362 360 358 I 356 12 +00 I I i UD N of M > w - - -- w m ^ J U Z O ; 0o °° rn rn w � u� Ln C6 0o �bN ,ri ro zlnw + J W (j W O O U w J J Q d 4 4cr- W �(n ? b t ci APPR XIMATE (STING L ao r� w tE�LI I 5= -0. 5 -- S� 51% =0.25% I - AST. FL WL1N r- 9-PH. 1 S EETIMP VEMENT PL iI+'.WICTII 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+00 374 372 370 368 366 - -� 364 I 362 -;360 358 12 +006 I- 6;o q . -) iI+'.WICTII 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+00 374 372 370 368 366 - -� 364 I 362 -;360 358 12 +006 I- 6;o q . -) u7 o r II II J o o 00 Q w u� n 135 J 6 C • J >- U \ N T J Z _O\ JJ t) Qo Kazoo p O W OF= 00 O O Z O� 00 X 00 omw �O m p+ 00 UZ U0 •- - _ Q U c� i� Fw- mF:2 ttnt~n EXISTING CURB & GUTTER J J AND SIDEWALK J EXISTING CURB & GUTTER 5 AND SIDEWALK_ _ - - -d- N 0) d LJ J UL� ' AUSSIE AVENUE (3 E_ II I - O I N r-i 0 \I Z 1 ^ 34 �I � C4 C-4 NN U} Uli 0 0> 00 I LLj L� NZV) 00 j I UmW ++ C) 0 p Oo zI-= UQQ QQ p QI mKM U) (11 374 372 370 368 366 364 362 360 358' 356 374 372 370 368 366 364 362 360 358 356 KINGSCROSS AVENUE SEE SHEET 3_ 'I W O M 0 ;`'u, rn o� z W I Lu u) I o r II II J o o 00 Q w I u*) u-1 AUSSIE AVENUE ncn M m °Ot p J >- U m M O J I I �.,� o ,°� 11 O N O 3 to to m V)o M> N 7 zp p II I -i-j 'I-- N J J J Ljj J J LL LL. 1 -L L,- �) - - -d- N 0) d LJ J UL� ' AUSSIE AVENUE (3 E_ Q nn li Iq Lq - N NI N r-i m OO -4p NN I W inLn � + + 1 ^ 34 �I � C4 C-4 NN m ++ 0 0> � 0 33 Q ���c O m0 � 0 aa�o p Oo p �1 p QI c� V)u zo am V) V) �< < c�'cnfn IQ stn 3 1 U U ACV ,1? R/W - J -I Uli ! W M z --- M Uo vii r __- I W u') ONiQNi in o "E "' on G 1 M,� I 18" DRAIN - NOO'29'21 t1 +00 j +-� Z �� 20 252.54' 12 +00 - - - - - b S o 16" SEWER 18" DRAIN to N 24 ,cFL � dd i ( > I > 1 �- �� to to �� L.i to to W �� a U 3 5' , 5 KINGSCROSS AVENUE SEE SHEET 3_ 'I W O M 0 ;`'u, rn o� z W I Lu u) I O I 1 I c°v o 7 FL Q p 18" DRAIN 18" DRAIN I U INTERSECTION 13 +0o 0000'29'21 "E� 14 +001 260.00' 15+ 1 STA. 15 +12.54 C.L., KENDRA ST.= `n `-4 `n 1 FL 18" DRAIN STA 16 +63 92 C L AUSSIE AVE If . R/W 1 2 1 3 1 CD c� ( � m � II ,I 11 - - 3 " 0_' OOi tY 0) I O • OM O M PROPOSED 0 III C N M> N O W JJ PARK SITE z >W I �'`' NN W UW O Z J �� 0 0 a; oSw - I 5' r- nj nj - - - m c; C5 CV CV I + + �N r I / r �) 0 NNJ� L'i NN KINGSCROSS N� 1-�r�J r Q mw AVENUE U QQ Qd�o_ v da SEE SHEET 3 w I-I-O'_'_ (=o tnfnzm m U) v) KENDRA STREET SCALE: 1" = 50' HORIZONTAL 1" = 51 VERTICAL w R//W 00 Q w I u*) u-1 AUSSIE AVENUE ncn M m °Ot p J >- U m �aaW I I Q N `n 3 to to m V)o VERTICAL_ 7 zp p II I 5' f-- I II m+ ^ O_ II O 0 M CL o u) o ' AUSSIE AVENUE (3 E_ z Z 0 Jo SEE SHEET 2 O I 1 Y Y 0 N O O O m0 i 00 0' 30 Uli I J J I °_ N 1 20 I 20 L-Z O U U ACV U ,� - - - - �� _j _j - J -I Uli ! W M z --- M Uo vii r __- I W u') ONiQNi < �d �� G 1 M,� I I Z �\ I N00 N� Z �� 20 1 - �'co m V� I�Z J N 1 O 0000 m ++ ++ t to N 9 as � dd i ( > I > 1 �- �� to to �� L.i to to W �� a U 3 5' , 5 3 1 2 = V) V) V) to r,_R /W m to fn I O O I 1 I c°v o 7 FL Q p 18" DRAIN 18" DRAIN I U INTERSECTION 13 +0o 0000'29'21 "E� 14 +001 260.00' 15+ 1 STA. 15 +12.54 C.L., KENDRA ST.= `n `-4 `n 1 FL 18" DRAIN STA 16 +63 92 C L AUSSIE AVE If . R/W 1 2 1 3 1 CD c� ( � m � II ,I 11 - - 3 " 0_' OOi tY 0) I O • OM O M PROPOSED 0 III C N M> N O W JJ PARK SITE z >W I �'`' NN W UW O Z J �� 0 0 a; oSw - I 5' r- nj nj - - - m c; C5 CV CV I + + �N r I / r �) 0 NNJ� L'i NN KINGSCROSS N� 1-�r�J r Q mw AVENUE U QQ Qd�o_ v da SEE SHEET 3 w I-I-O'_'_ (=o tnfnzm m U) v) KENDRA STREET SCALE: 1" = 50' HORIZONTAL 1" = 51 VERTICAL = NN R//W 00 Q w I u*) u-1 AUSSIE AVENUE M m °Ot p J >- U m �aaW I I Q N `n 3 to to m ��+ d d wa U VERTICAL_ 7 zp p II I 5' f-- I I m+ ^ O_ II O 0 M CL w 1 W Q Q 21 O 00 �M 00 IM d U) ci r J J 'q- > O I (n I 00 1 -M - O O m0 i 00 p �`d Z UIiWW Uli I I = NN 50.00' 00 Q w °'^w� u*) u-1 AUSSIE AVENUE M m °Ot p � r_ SEE SHEET 2 r l z (- r ���r��r �aaW o_ to to m ��+ d d wa U VERTICAL_ CURVE c� ~ I- OLLJ m cn to Zp to to 10 +00 11+00 12 +00 13 +00 14+00 15 +00 374 372 370 368 366 364 362 360 358 356 50J00' 50.00' 374 1 372 f VERTICAL_ CURVE VERTICAL M M O �' 3 370 M f` n t` O t^0 O O m0 i 00 00 O -. co O M M M I 0; 3 I I Z �\ Y > W J L0 LL, W W In J II J W' J N O > I N J ' _1 I M ( > > 1 I 1 m Co W I U ly W O - O O d 0 W W WtD W ?- U J i" M M O> WwJ n W n MM (Qi MwQO W to p U�W I W O N N O 0 h ZN O � O p I >� o 0^0 Q > ^wly 11 ,.Oj M M M M M N O "' "o'LM 71 to Ito O Z rw w W 7-1. w > > W > O 00 N 50 + p Oti o w W W m Omw \ LLJ mW i" I{ w w Q `- N 4Q mI 4 F =- c�?U� �a + ww to UzOU j U QO d aka Q`-gym Quo 4 Q ``'I � CC4 � U � Q O Q- I- mI� H a a I. I F - I- .> APPR XIMATE E ISTIN, N f.- . U .Lux n cn (o U APPROXIMATE EXISTING <­i C/1 M LJ m 1 m m "� I - - W N to - T "' M w GROU ID W CE TERLINE a to _ - - - at - - -- -- I I -- -- - - - - -- - __Z=_042% .1 1 S= .20% S=O. 0 EXIST LOWLINE SEE TTi{�t 5215 ;TREET R ROVEME I NT P OPOSED WEST WLINE S=151 S= 0.51% S= 0.25% j S= -0.51 EXIST. STREET LOWLINE ROPOSE _ _ I I S _ = "1.189; ■R 0SED I ST PLOWIpINE I S'- -0. I PROVEMgNT I 1 EAST 10 +00 11+00 12 +00 13 +00 14+00 15 +00 374 372 370 368 366 364 362 360 358 356 J Z � j> __j cO c0 368 J � Z Oi W M M N d � M r to m UJI N 366 '+' � �Qm a w w " � 364 0� (n Z M to - - - i 362 I � 25% I S =0.51% 360 1 I I I 358 ! I j 14+00 - 15 +00 356 50.00' 374 372 VERTICAL M M O �' 3 370 M f` n t` O t^0 O O m0 i 00 00 O co O M M M I 0; 3 In Z > d Q M ( > aa -iI 1 W WtD W M M J C5 W U�W I W O N N O w �O �QZ o 0^0 �O> O ^wly 11 ,.Oj M M M M M M IQI Ito O Z i]' NI j tQ 7-1. ! N > > > I j j > � �ZI 10 +00 11 +00 12 +00 13+00 p H-//-\ r /f Q KINGSCROSS kp J J o S AVENUE 3 0 PROPOSED 1 I 1 \ \� � M 00 JJ) 2O' 2O' I JJ UPI 30' 30 U�- s� PARK SITE "° rte 00 00 ��) 5'�{ I �° U) L I � Lo � 'i 0000 r'6,9� \ \l ? R/W IQ-tQ O << ooI M I L , ++ Q 1 � d N v� w N to 2 u� 1 co 7 3Q F 1 m N N m l t� to <n L 20.00' 3 I S89'30'50 'E ® �- STA. 9 +15.46, F.L.-(LEFT is O I P HI A/ J r „ 2 AUSSIE AVENUE J o SEE SHEET 2 po o I I 0 0 0 1 20' 20' i Y o - - - - w O- _ _ `"_ � 1 30' 30 v J tn_IJ J� m nn a Q �ui � p C4 04 z °) Y rn rn O) o) I Lei W 1 X ++ m + 0' mm vi all I to + I M W N mNN �Y W W I'aM, W V P 00 to p Q Q Q Qa o cn o fn to R/W oo to rn I cn R/W -1 -- -- - -� -- 3 IV z II N J w °o -w 0 I O (n N V) O QZ ^^ m li H p m0) Z w �� C)C) W U m LLI + LLI 1 o F, mm '-" I EXISTING 00 dd I CURB & m m I GUTTER AND SIDEWALK - - 6„ SEWER -------- - - - - -- - STA. 9 +36.41, F.L. (RIGHT) M 6" SEWER o FL I ' 6" SEW�R GRADE BREAK N00'29'10 "E ° ° 125.97' _ _ O (3} "� � 5 EXISTING L' - - - _ N _ _ _ _ _ 95_OQ' c°�, _ _ 8" SEWER ttl STA. 9 +58.08, C.L. 17.46LT.= b 11+ 0 6 N00'29'10 "E 12 +00 13 +00 260.00' - C� STA. 9 +15.46, F.L. LEFT) ® " b t4 +00 0000'29'10 "E_ STA. 9 +36.41, F.L. RIGHT) 6 '`� FL ° 7 u-) i 0 b 8 O� x Oc A,P O� �x JK V f / G�� SOX i 1z' i CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 1Q 20.00' 31.42' 20.00' 90'00'00" Q 42.00' 188.02' - 256'30'02 3Q 42.00' 114.67' 201.35' 156'26'04" ® 42.00' 73.35' 50.11' 100'03'58" S) 35.00' 38.46' 21.43' 62'57'52" © 30.00' 7.09' 3.56' 13'32'10 Q 20.00' 31.41' 20.00' 89'59'49" ® 20.00' 31.42' 20.00' 1 90'00'11" 374 372 370 368 366 364 362 360 358 356 M FL M 0 -- T- -- -- -- - -- 8 -- - - - -} - - - - - -- �/W / n r L J u J J _i 1 J J w 3 II R yy I I M `YO w j ' L� Q I Q it L_ LL: J II - I I '✓) a0 O W I p Q I p ' L_ fl m L` I p I Co N N r O IOQ 0 W O OV) rn rn r 0 W O o rnm rn 0 ao !p O O O O to O F- O O Oi t 00 r') O i'� M O N I Q �F t� O � w Q Q m p Q pj ((yyJJ N d- O _j _j _j _j ?i + + �i + O N mU Lj L 00 Ld N O� Q O O > O Q O I +I UL� UL� W O IO W O U' + Y(n W + + W + (n W (V 04 W + N Q I V7 IM 1 JJ LLJ + _j _j J OI > > �� �1 JO > �I > MI Q _� >_ - -+ > T wJ �cw_ I I c>w >_ I UL� U I x M O Ln Ld O Q I Q p Q N U Li 1 Y Q 1 N I = U Lt. �' } fY U L� N "o i W TI a0 a0 \O ¢ Q Q Q F 0 O Q Q p Q d N I t` r p Q �++ ++ Itn c� cn w0 rnrn c~n J J c� ti c~nl c� ti Y rnrn ci � rnrn 3 Q 00) c� t~n Z oo � o 010 11 mo o+ I Z UU �� �� � I I 1 NN cr m + + + m �} �� , m� ±± I o 12 ' 13 I m ++ 14 DMZ 6U 28 I w -- W �� "�� W cqN o O o N AUSSIE AVENUE Q aQ Q Q 0_ to to W to to Q m Q Q N Q Q Q t- U Q Q S F - ,r + +� < � � d d v .ci - SEE SHEET 2 o � � a r I II r to to W .- N c� to to tri V) co N 00 N w to to p .14Q,r ZQQ M± r I II/ L r r c� ) t~n z - a J`Jr� N 27 NLn WALKABOUT DRIVE 71. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL M O N O ^ i N CV t0 t0 s to c0 0000 M W M M M M M > t j W i 1 0) f W O A W N M Q L'-I W to Lo ' Q J W W to r N O iIQ CV 4�? (0 W W N N N O) N m� W W Lo co W L'-I O O 7 I� - w cD co c0 Z co PJ N cn to m� in i �M O Qz rn QI u-s L6 W to Ih co w W L��J W W. U W W j W p L W {W W W w W �! W> N O�C 00 p + + ?� J J JJ J w 11� J J J J m Go + + J J J J J J C7 + m W + W W W W W W W W IW W W N �Zt/j) < <1 -w _ �a as = LL U N U W Y U\ U W''S F-- H\ U QI U �' N da U YQ- Q Q a to to Lei to ao L. i rn c� m M W O V) to .- M Lj w to = I S= 0.47% - IGROUND 0 CENIEI�LINE F y - - !-- _- - -- - - -i -- -�-- �- ; - _- _ -- �- - EXI T. - - - I S = -O. 5 %� I S =_ .11% S= 26% I € PROP SED WE T FLO NE S 7R. 6209 -PH. PROPOSED ST FLO!WLINE PROPOSED WEST LOWLIN STREET PIMAPN OVEMENI� 1 9 +00 10 +00 IDENTICAL POINTS 374 372 370 368 366 364 362 360 358 356 11+00 12 +00 13+00 14+00 f��I�1 374 372 370 i 368 366 364 362 360 358 356 16 +00 I O N O O 00 p0 N CO co W N O M M C*4 co M I M to M =� M M M > > w w J O rn W ') w w Q W ' W W ui U) OI I'v W W to (Q Z CO {Mp t� �Q I- W _ \Q - r M M r, I M M 0) p O Y 0) > Jo to � ! �' wwi p wp L0 w w Iwddtt w J Ld 00 LL ' + LLI + I+ +I m 1+ it mpD-F M ` W W TN W W ! o Q T I U O •- pNf Q Q I Q Q I­ V) �� M UCH m " fo N CL N U CD N (n Ldl L61 V) XIM A GROUND 0 4EN TERLI - - - - S= 0.399' _ _ _ _ _ EXIST. URB && U ' -- - -� -- -- - -- -- - -f - - -- -� - -- - S =0.51 SEE S=- 0.25% 5 =0.25 ° I .63% ± 5� S1REEIMPRO MENT PROPO ED EAS FLOWLI E PLANS PROPOSED EAST FL WLINE l 9 +00 10 +00 11+00 fT. v^ 11, 13 +00 of LEGEND: LEGEND: (CONT.) LEGEND: (CONT.) CONSTRUCTION NOTES: NOTES: ABBREVIATIONS R1 -1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: F.L. FLOWLINE POVC POINT ON VERTICAL CURVE i - - - - - - - - - - - PROPOSED SAWCUT LIMIT LINE O1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. 1. FOR SEWER AND STORM DRAIN CONSTRUCTION, SEE SEWER C.L. CENTERLINE BVC BEGIN VERTICAL CURVE "R1 -1" -STOP "Wt -1" -CURVE ARROW AND STORM DRAIN PLANS FOR DETAILS. "R4 -7" - KEEP RIGHT W31 CA " - END CURVE NUMBER FOR CURVE DESCRIPTION ELEV ELEVATION EVC END VERTICAL CURVE "R6 -1" - ONE WAY " ( ) CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3. 2. LOCAL STREETS PAVEMENT TO BE: °W3 -3° - SIGNAL AHEAD BCR BEGIN CURB RETURN PI POINT OF INTERSECTION "R5 -1" - DO NOT ENTER O TAPER NUMBER FOR TAPER DESCRIPTION A. FOR AUSSIE AVEUNE: ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE R26 CA "W14 -1" - NOT A THROUGH STREET CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL "R26( CA)" - NO PARKING "W14 -2" - NO OUTLET O UNITS STANDARD PLAN RSP A88A CASE A. TEMPORARY PAVEMENT: BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE "R3 -5R" - RIGHT TURN ONLY ITEM OF WORK - SEE SCHEDULE EC END CURVE TC TOP OF CURB R81 CA ° -BIKE LANE "� -7" - DOUBLE ARROW FROM STA. 9 +99.99 C.L. TO STA. 12 +33.39 C.L. " ( ) "Wt -s" - SINGLE ARROW CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W /3' WINGS O4 CONSTRUCT 12' BOTTOM WIDTH DRIVEWAY W /3' WINGS 0.20' TYPE "B" A.C. OVER COMPACTED O.G. TO BE COMPACTED PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT D STORM DRAIN -REFER TO SEWER &STORM DRAIN PLANS PER C.O.B. STD. ST -4. OF VERTICAL CURVE FC FINISH CONCRETE PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) TO 95% RELATIVE DENSITY. F.O.C. FACE OF CURB R/W RIGHT -OF -WAY - - - �- 0 - EXISTING STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS SECTION DESIGNATION: O SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY THE CITY PERMANENT PAVEMENT- FURNISH ENGINEER. Q• FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. ® STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS SECTION LET>ER 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. 0.20' TYPE "B" A.C. OVER 0.75' CL 2 AGGREGATE BASE OVER ,� � CATCH BASIN -TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D -14 `- _ A O6 COMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND ;c EXISTING SURVEY MONUMENT UNLESS NOTED OTHERWISE. ' - - 2 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. s SEWER -REFER TO SEWER &STORM DRAIN PLANS INSTALL TYPE III BARRICADE WITH W -31 (CA) SIGN WITH OM4 -3 FURNISH &INSTALL STREET NAME SIGN PER C.O.B. STD. T -1. SHEET WHERE SECTION IS SHOWN B. FOR ALICE SPRINGS AVENUE AND WALKABOUT DRIVE' FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T -1. S - EXISTING SEWER - REFER TO SEWER & STORM DRAIN PLANS O MARKER AT PHASE BOUNDARY OF TRACT. IF ADJACENT PHASE 0.20' TYPE "B" A.C. OVER 0.75' CL 2 AGGREGATE BASE OVER ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. IS NOT CONSTRUCTED AT SAME TIME, REMOVE AND SALVAGE SIGN , -D- FURNISH & INSTALL STREET UGHT -5800 LUMEN PER C.O.B. STD. ST -14. WITH CONSTRUCTION OF ADJACENT PHASE. 0.50 COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE ® SEWER CLEANOUT -REFER TO SEWER &STORM DRAIN PLANS. DENSITY PER C.O.B. STD. ST -9. E FURNISH & INSTALL STREET UGHT -9500 LUMEN PER C.O.B. STD. ST -14. ® INSTALL TYPE "F" DELINEATORS - 5 EQUALLY SPACED. C. FOR KENDRA STREET, KINGSCROSS AVENUE, WALLABY COURT AND NEW EDGE OF PAVEMENT STRAWBRIDGE COURT - - - - - - - - - TRACT BOUNDARY 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 - - - - - - - - - - PHASE LINE 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. 15+00 :.374 1372 I 370 i 368 1366 e X364 -1362 360 358 356 16 +00 m J W �N z z w w moo z V V U Y Y _ U (n W = > U U W � � N cn cn ao m C5 U U W W CL d 00 w w 00 Q ^O N 0 00 50.00' VERTICAL CURVE M f` n t` O t^0 O O m0 i 00 00 O co O M M M I 0; 3 In Z > d Q M ( > aa -iI 1 W WtD W M M J C5 W U�W I W O N N O w �O �QZ o 0^0 �O> O ^wly 11 ,.Oj M M M M M M IQI Ito O Z i]' NI j tQ 7-1. ! N > > > I j j > � �ZI Oti o NQtn w w Omw \ 0 a° i" I{ w w w w N mI F =- c�?U� �a >U Qo> d mmpk� a� a aka ``'I O Q- I- 1- . H a�� O a c1d ' Q APPR XIMATE E ISTIN, N .Lux n cn (o C/1 M LJ m I M lal to = - _ - at - - -- -- I I -- -- - 1 S= .20% S=O. 0 EXIST. STREET LOWLINE ROPOSE _ _ 1 S _ = "1.189; S'- -0. I PROVEMgNT EAST OWLINE INN s i PROPOSE EAST F�OWLINE 10 +00 11 +00 12 +00 13+00 p H-//-\ r /f Q KINGSCROSS kp J J o S AVENUE 3 0 PROPOSED 1 I 1 \ \� � M 00 JJ) 2O' 2O' I JJ UPI 30' 30 U�- s� PARK SITE "° rte 00 00 ��) 5'�{ I �° U) L I � Lo � 'i 0000 r'6,9� \ \l ? R/W IQ-tQ O << ooI M I L , ++ Q 1 � d N v� w N to 2 u� 1 co 7 3Q F 1 m N N m l t� to <n L 20.00' 3 I S89'30'50 'E ® �- STA. 9 +15.46, F.L.-(LEFT is O I P HI A/ J r „ 2 AUSSIE AVENUE J o SEE SHEET 2 po o I I 0 0 0 1 20' 20' i Y o - - - - w O- _ _ `"_ � 1 30' 30 v J tn_IJ J� m nn a Q �ui � p C4 04 z °) Y rn rn O) o) I Lei W 1 X ++ m + 0' mm vi all I to + I M W N mNN �Y W W I'aM, W V P 00 to p Q Q Q Qa o cn o fn to R/W oo to rn I cn R/W -1 -- -- - -� -- 3 IV z II N J w °o -w 0 I O (n N V) O QZ ^^ m li H p m0) Z w �� C)C) W U m LLI + LLI 1 o F, mm '-" I EXISTING 00 dd I CURB & m m I GUTTER AND SIDEWALK - - 6„ SEWER -------- - - - - -- - STA. 9 +36.41, F.L. (RIGHT) M 6" SEWER o FL I ' 6" SEW�R GRADE BREAK N00'29'10 "E ° ° 125.97' _ _ O (3} "� � 5 EXISTING L' - - - _ N _ _ _ _ _ 95_OQ' c°�, _ _ 8" SEWER ttl STA. 9 +58.08, C.L. 17.46LT.= b 11+ 0 6 N00'29'10 "E 12 +00 13 +00 260.00' - C� STA. 9 +15.46, F.L. LEFT) ® " b t4 +00 0000'29'10 "E_ STA. 9 +36.41, F.L. RIGHT) 6 '`� FL ° 7 u-) i 0 b 8 O� x Oc A,P O� �x JK V f / G�� SOX i 1z' i CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 1Q 20.00' 31.42' 20.00' 90'00'00" Q 42.00' 188.02' - 256'30'02 3Q 42.00' 114.67' 201.35' 156'26'04" ® 42.00' 73.35' 50.11' 100'03'58" S) 35.00' 38.46' 21.43' 62'57'52" © 30.00' 7.09' 3.56' 13'32'10 Q 20.00' 31.41' 20.00' 89'59'49" ® 20.00' 31.42' 20.00' 1 90'00'11" 374 372 370 368 366 364 362 360 358 356 M FL M 0 -- T- -- -- -- - -- 8 -- - - - -} - - - - - -- �/W / n r L J u J J _i 1 J J w 3 II R yy I I M `YO w j ' L� Q I Q it L_ LL: J II - I I '✓) a0 O W I p Q I p ' L_ fl m L` I p I Co N N r O IOQ 0 W O OV) rn rn r 0 W O o rnm rn 0 ao !p O O O O to O F- O O Oi t 00 r') O i'� M O N I Q �F t� O � w Q Q m p Q pj ((yyJJ N d- O _j _j _j _j ?i + + �i + O N mU Lj L 00 Ld N O� Q O O > O Q O I +I UL� UL� W O IO W O U' + Y(n W + + W + (n W (V 04 W + N Q I V7 IM 1 JJ LLJ + _j _j J OI > > �� �1 JO > �I > MI Q _� >_ - -+ > T wJ �cw_ I I c>w >_ I UL� U I x M O Ln Ld O Q I Q p Q N U Li 1 Y Q 1 N I = U Lt. �' } fY U L� N "o i W TI a0 a0 \O ¢ Q Q Q F 0 O Q Q p Q d N I t` r p Q �++ ++ Itn c� cn w0 rnrn c~n J J c� ti c~nl c� ti Y rnrn ci � rnrn 3 Q 00) c� t~n Z oo � o 010 11 mo o+ I Z UU �� �� � I I 1 NN cr m + + + m �} �� , m� ±± I o 12 ' 13 I m ++ 14 DMZ 6U 28 I w -- W �� "�� W cqN o O o N AUSSIE AVENUE Q aQ Q Q 0_ to to W to to Q m Q Q N Q Q Q t- U Q Q S F - ,r + +� < � � d d v .ci - SEE SHEET 2 o � � a r I II r to to W .- N c� to to tri V) co N 00 N w to to p .14Q,r ZQQ M± r I II/ L r r c� ) t~n z - a J`Jr� N 27 NLn WALKABOUT DRIVE 71. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL M O N O ^ i N CV t0 t0 s to c0 0000 M W M M M M M > t j W i 1 0) f W O A W N M Q L'-I W to Lo ' Q J W W to r N O iIQ CV 4�? (0 W W N N N O) N m� W W Lo co W L'-I O O 7 I� - w cD co c0 Z co PJ N cn to m� in i �M O Qz rn QI u-s L6 W to Ih co w W L��J W W. U W W j W p L W {W W W w W �! W> N O�C 00 p + + ?� J J JJ J w 11� J J J J m Go + + J J J J J J C7 + m W + W W W W W W W W IW W W N �Zt/j) < <1 -w _ �a as = LL U N U W Y U\ U W''S F-- H\ U QI U �' N da U YQ- Q Q a to to Lei to ao L. i rn c� m M W O V) to .- M Lj w to = I S= 0.47% - IGROUND 0 CENIEI�LINE F y - - !-- _- - -- - - -i -- -�-- �- ; - _- _ -- �- - EXI T. - - - I S = -O. 5 %� I S =_ .11% S= 26% I € PROP SED WE T FLO NE S 7R. 6209 -PH. PROPOSED ST FLO!WLINE PROPOSED WEST LOWLIN STREET PIMAPN OVEMENI� 1 9 +00 10 +00 IDENTICAL POINTS 374 372 370 368 366 364 362 360 358 356 11+00 12 +00 13+00 14+00 f��I�1 374 372 370 i 368 366 364 362 360 358 356 16 +00 I O N O O 00 p0 N CO co W N O M M C*4 co M I M to M =� M M M > > w w J O rn W ') w w Q W ' W W ui U) OI I'v W W to (Q Z CO {Mp t� �Q I- W _ \Q - r M M r, I M M 0) p O Y 0) > Jo to � ! �' wwi p wp L0 w w Iwddtt w J Ld 00 LL ' + LLI + I+ +I m 1+ it mpD-F M ` W W TN W W ! o Q T I U O •- pNf Q Q I Q Q I­ V) �� M UCH m " fo N CL N U CD N (n Ldl L61 V) XIM A GROUND 0 4EN TERLI - - - - S= 0.399' _ _ _ _ _ EXIST. URB && U ' -- - -� -- -- - -- -- - -f - - -- -� - -- - S =0.51 SEE S=- 0.25% 5 =0.25 ° I .63% ± 5� S1REEIMPRO MENT PROPO ED EAS FLOWLI E PLANS PROPOSED EAST FL WLINE l 9 +00 10 +00 11+00 fT. v^ 11, 13 +00 of LEGEND: LEGEND: (CONT.) LEGEND: (CONT.) CONSTRUCTION NOTES: NOTES: ABBREVIATIONS R1 -1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: F.L. FLOWLINE POVC POINT ON VERTICAL CURVE i - - - - - - - - - - - PROPOSED SAWCUT LIMIT LINE O1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. 1. FOR SEWER AND STORM DRAIN CONSTRUCTION, SEE SEWER C.L. CENTERLINE BVC BEGIN VERTICAL CURVE "R1 -1" -STOP "Wt -1" -CURVE ARROW AND STORM DRAIN PLANS FOR DETAILS. "R4 -7" - KEEP RIGHT W31 CA " - END CURVE NUMBER FOR CURVE DESCRIPTION ELEV ELEVATION EVC END VERTICAL CURVE "R6 -1" - ONE WAY " ( ) CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3. 2. LOCAL STREETS PAVEMENT TO BE: °W3 -3° - SIGNAL AHEAD BCR BEGIN CURB RETURN PI POINT OF INTERSECTION "R5 -1" - DO NOT ENTER O TAPER NUMBER FOR TAPER DESCRIPTION A. FOR AUSSIE AVEUNE: ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE R26 CA "W14 -1" - NOT A THROUGH STREET CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL "R26( CA)" - NO PARKING "W14 -2" - NO OUTLET O UNITS STANDARD PLAN RSP A88A CASE A. TEMPORARY PAVEMENT: BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE "R3 -5R" - RIGHT TURN ONLY ITEM OF WORK - SEE SCHEDULE EC END CURVE TC TOP OF CURB R81 CA ° -BIKE LANE "� -7" - DOUBLE ARROW FROM STA. 9 +99.99 C.L. TO STA. 12 +33.39 C.L. " ( ) "Wt -s" - SINGLE ARROW CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W /3' WINGS O4 CONSTRUCT 12' BOTTOM WIDTH DRIVEWAY W /3' WINGS 0.20' TYPE "B" A.C. OVER COMPACTED O.G. TO BE COMPACTED PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT D STORM DRAIN -REFER TO SEWER &STORM DRAIN PLANS PER C.O.B. STD. ST -4. OF VERTICAL CURVE FC FINISH CONCRETE PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) TO 95% RELATIVE DENSITY. F.O.C. FACE OF CURB R/W RIGHT -OF -WAY - - - �- 0 - EXISTING STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS SECTION DESIGNATION: O SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY THE CITY PERMANENT PAVEMENT- FURNISH ENGINEER. Q• FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. ® STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS SECTION LET>ER 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. 0.20' TYPE "B" A.C. OVER 0.75' CL 2 AGGREGATE BASE OVER ,� � CATCH BASIN -TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D -14 `- _ A O6 COMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND ;c EXISTING SURVEY MONUMENT UNLESS NOTED OTHERWISE. ' - - 2 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. s SEWER -REFER TO SEWER &STORM DRAIN PLANS INSTALL TYPE III BARRICADE WITH W -31 (CA) SIGN WITH OM4 -3 FURNISH &INSTALL STREET NAME SIGN PER C.O.B. STD. T -1. SHEET WHERE SECTION IS SHOWN B. FOR ALICE SPRINGS AVENUE AND WALKABOUT DRIVE' FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T -1. S - EXISTING SEWER - REFER TO SEWER & STORM DRAIN PLANS O MARKER AT PHASE BOUNDARY OF TRACT. IF ADJACENT PHASE 0.20' TYPE "B" A.C. OVER 0.75' CL 2 AGGREGATE BASE OVER ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. IS NOT CONSTRUCTED AT SAME TIME, REMOVE AND SALVAGE SIGN , -D- FURNISH & INSTALL STREET UGHT -5800 LUMEN PER C.O.B. STD. ST -14. WITH CONSTRUCTION OF ADJACENT PHASE. 0.50 COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE ® SEWER CLEANOUT -REFER TO SEWER &STORM DRAIN PLANS. DENSITY PER C.O.B. STD. ST -9. E FURNISH & INSTALL STREET UGHT -9500 LUMEN PER C.O.B. STD. ST -14. ® INSTALL TYPE "F" DELINEATORS - 5 EQUALLY SPACED. C. FOR KENDRA STREET, KINGSCROSS AVENUE, WALLABY COURT AND NEW EDGE OF PAVEMENT STRAWBRIDGE COURT - - - - - - - - - TRACT BOUNDARY 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 - - - - - - - - - - PHASE LINE 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. 15+00 :.374 1372 I 370 i 368 1366 e X364 -1362 360 358 356 16 +00 m J W �N z z w w moo z V V U Y Y _ U (n W = > U U W � � N cn cn ao m C5 U U W W CL d 00 w w 00 Q ^O N 0 00 z II N J w °o -w 0 I O (n N V) O QZ ^^ m li H p m0) Z w �� C)C) W U m LLI + LLI 1 o F, mm '-" I EXISTING 00 dd I CURB & m m I GUTTER AND SIDEWALK - - 6„ SEWER -------- - - - - -- - STA. 9 +36.41, F.L. (RIGHT) M 6" SEWER o FL I ' 6" SEW�R GRADE BREAK N00'29'10 "E ° ° 125.97' _ _ O (3} "� � 5 EXISTING L' - - - _ N _ _ _ _ _ 95_OQ' c°�, _ _ 8" SEWER ttl STA. 9 +58.08, C.L. 17.46LT.= b 11+ 0 6 N00'29'10 "E 12 +00 13 +00 260.00' - C� STA. 9 +15.46, F.L. LEFT) ® " b t4 +00 0000'29'10 "E_ STA. 9 +36.41, F.L. RIGHT) 6 '`� FL ° 7 u-) i 0 b 8 O� x Oc A,P O� �x JK V f / G�� SOX i 1z' i CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 1Q 20.00' 31.42' 20.00' 90'00'00" Q 42.00' 188.02' - 256'30'02 3Q 42.00' 114.67' 201.35' 156'26'04" ® 42.00' 73.35' 50.11' 100'03'58" S) 35.00' 38.46' 21.43' 62'57'52" © 30.00' 7.09' 3.56' 13'32'10 Q 20.00' 31.41' 20.00' 89'59'49" ® 20.00' 31.42' 20.00' 1 90'00'11" 374 372 370 368 366 364 362 360 358 356 M FL M 0 -- T- -- -- -- - -- 8 -- - - - -} - - - - - -- �/W / n r L J u J J _i 1 J J w 3 II R yy I I M `YO w j ' L� Q I Q it L_ LL: J II - I I '✓) a0 O W I p Q I p ' L_ fl m L` I p I Co N N r O IOQ 0 W O OV) rn rn r 0 W O o rnm rn 0 ao !p O O O O to O F- O O Oi t 00 r') O i'� M O N I Q �F t� O � w Q Q m p Q pj ((yyJJ N d- O _j _j _j _j ?i + + �i + O N mU Lj L 00 Ld N O� Q O O > O Q O I +I UL� UL� W O IO W O U' + Y(n W + + W + (n W (V 04 W + N Q I V7 IM 1 JJ LLJ + _j _j J OI > > �� �1 JO > �I > MI Q _� >_ - -+ > T wJ �cw_ I I c>w >_ I UL� U I x M O Ln Ld O Q I Q p Q N U Li 1 Y Q 1 N I = U Lt. �' } fY U L� N "o i W TI a0 a0 \O ¢ Q Q Q F 0 O Q Q p Q d N I t` r p Q �++ ++ Itn c� cn w0 rnrn c~n J J c� ti c~nl c� ti Y rnrn ci � rnrn 3 Q 00) c� t~n Z oo � o 010 11 mo o+ I Z UU �� �� � I I 1 NN cr m + + + m �} �� , m� ±± I o 12 ' 13 I m ++ 14 DMZ 6U 28 I w -- W �� "�� W cqN o O o N AUSSIE AVENUE Q aQ Q Q 0_ to to W to to Q m Q Q N Q Q Q t- U Q Q S F - ,r + +� < � � d d v .ci - SEE SHEET 2 o � � a r I II r to to W .- N c� to to tri V) co N 00 N w to to p .14Q,r ZQQ M± r I II/ L r r c� ) t~n z - a J`Jr� N 27 NLn WALKABOUT DRIVE 71. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL M O N O ^ i N CV t0 t0 s to c0 0000 M W M M M M M > t j W i 1 0) f W O A W N M Q L'-I W to Lo ' Q J W W to r N O iIQ CV 4�? (0 W W N N N O) N m� W W Lo co W L'-I O O 7 I� - w cD co c0 Z co PJ N cn to m� in i �M O Qz rn QI u-s L6 W to Ih co w W L��J W W. U W W j W p L W {W W W w W �! W> N O�C 00 p + + ?� J J JJ J w 11� J J J J m Go + + J J J J J J C7 + m W + W W W W W W W W IW W W N �Zt/j) < <1 -w _ �a as = LL U N U W Y U\ U W''S F-- H\ U QI U �' N da U YQ- Q Q a to to Lei to ao L. i rn c� m M W O V) to .- M Lj w to = I S= 0.47% - IGROUND 0 CENIEI�LINE F y - - !-- _- - -- - - -i -- -�-- �- ; - _- _ -- �- - EXI T. - - - I S = -O. 5 %� I S =_ .11% S= 26% I € PROP SED WE T FLO NE S 7R. 6209 -PH. PROPOSED ST FLO!WLINE PROPOSED WEST LOWLIN STREET PIMAPN OVEMENI� 1 9 +00 10 +00 IDENTICAL POINTS 374 372 370 368 366 364 362 360 358 356 11+00 12 +00 13+00 14+00 f��I�1 374 372 370 i 368 366 364 362 360 358 356 16 +00 I O N O O 00 p0 N CO co W N O M M C*4 co M I M to M =� M M M > > w w J O rn W ') w w Q W ' W W ui U) OI I'v W W to (Q Z CO {Mp t� �Q I- W _ \Q - r M M r, I M M 0) p O Y 0) > Jo to � ! �' wwi p wp L0 w w Iwddtt w J Ld 00 LL ' + LLI + I+ +I m 1+ it mpD-F M ` W W TN W W ! o Q T I U O •- pNf Q Q I Q Q I­ V) �� M UCH m " fo N CL N U CD N (n Ldl L61 V) XIM A GROUND 0 4EN TERLI - - - - S= 0.399' _ _ _ _ _ EXIST. URB && U ' -- - -� -- -- - -- -- - -f - - -- -� - -- - S =0.51 SEE S=- 0.25% 5 =0.25 ° I .63% ± 5� S1REEIMPRO MENT PROPO ED EAS FLOWLI E PLANS PROPOSED EAST FL WLINE l 9 +00 10 +00 11+00 fT. v^ 11, 13 +00 of LEGEND: LEGEND: (CONT.) LEGEND: (CONT.) CONSTRUCTION NOTES: NOTES: ABBREVIATIONS R1 -1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: F.L. FLOWLINE POVC POINT ON VERTICAL CURVE i - - - - - - - - - - - PROPOSED SAWCUT LIMIT LINE O1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. 1. FOR SEWER AND STORM DRAIN CONSTRUCTION, SEE SEWER C.L. CENTERLINE BVC BEGIN VERTICAL CURVE "R1 -1" -STOP "Wt -1" -CURVE ARROW AND STORM DRAIN PLANS FOR DETAILS. "R4 -7" - KEEP RIGHT W31 CA " - END CURVE NUMBER FOR CURVE DESCRIPTION ELEV ELEVATION EVC END VERTICAL CURVE "R6 -1" - ONE WAY " ( ) CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3. 2. LOCAL STREETS PAVEMENT TO BE: °W3 -3° - SIGNAL AHEAD BCR BEGIN CURB RETURN PI POINT OF INTERSECTION "R5 -1" - DO NOT ENTER O TAPER NUMBER FOR TAPER DESCRIPTION A. FOR AUSSIE AVEUNE: ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE R26 CA "W14 -1" - NOT A THROUGH STREET CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL "R26( CA)" - NO PARKING "W14 -2" - NO OUTLET O UNITS STANDARD PLAN RSP A88A CASE A. TEMPORARY PAVEMENT: BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE "R3 -5R" - RIGHT TURN ONLY ITEM OF WORK - SEE SCHEDULE EC END CURVE TC TOP OF CURB R81 CA ° -BIKE LANE "� -7" - DOUBLE ARROW FROM STA. 9 +99.99 C.L. TO STA. 12 +33.39 C.L. " ( ) "Wt -s" - SINGLE ARROW CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W /3' WINGS O4 CONSTRUCT 12' BOTTOM WIDTH DRIVEWAY W /3' WINGS 0.20' TYPE "B" A.C. OVER COMPACTED O.G. TO BE COMPACTED PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT D STORM DRAIN -REFER TO SEWER &STORM DRAIN PLANS PER C.O.B. STD. ST -4. OF VERTICAL CURVE FC FINISH CONCRETE PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) TO 95% RELATIVE DENSITY. F.O.C. FACE OF CURB R/W RIGHT -OF -WAY - - - �- 0 - EXISTING STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS SECTION DESIGNATION: O SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY THE CITY PERMANENT PAVEMENT- FURNISH ENGINEER. Q• FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. ® STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS SECTION LET>ER 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. 0.20' TYPE "B" A.C. OVER 0.75' CL 2 AGGREGATE BASE OVER ,� � CATCH BASIN -TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D -14 `- _ A O6 COMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND ;c EXISTING SURVEY MONUMENT UNLESS NOTED OTHERWISE. ' - - 2 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. s SEWER -REFER TO SEWER &STORM DRAIN PLANS INSTALL TYPE III BARRICADE WITH W -31 (CA) SIGN WITH OM4 -3 FURNISH &INSTALL STREET NAME SIGN PER C.O.B. STD. T -1. SHEET WHERE SECTION IS SHOWN B. FOR ALICE SPRINGS AVENUE AND WALKABOUT DRIVE' FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T -1. S - EXISTING SEWER - REFER TO SEWER & STORM DRAIN PLANS O MARKER AT PHASE BOUNDARY OF TRACT. IF ADJACENT PHASE 0.20' TYPE "B" A.C. OVER 0.75' CL 2 AGGREGATE BASE OVER ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. IS NOT CONSTRUCTED AT SAME TIME, REMOVE AND SALVAGE SIGN , -D- FURNISH & INSTALL STREET UGHT -5800 LUMEN PER C.O.B. STD. ST -14. WITH CONSTRUCTION OF ADJACENT PHASE. 0.50 COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE ® SEWER CLEANOUT -REFER TO SEWER &STORM DRAIN PLANS. DENSITY PER C.O.B. STD. ST -9. E FURNISH & INSTALL STREET UGHT -9500 LUMEN PER C.O.B. STD. ST -14. ® INSTALL TYPE "F" DELINEATORS - 5 EQUALLY SPACED. C. FOR KENDRA STREET, KINGSCROSS AVENUE, WALLABY COURT AND NEW EDGE OF PAVEMENT STRAWBRIDGE COURT - - - - - - - - - TRACT BOUNDARY 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 - - - - - - - - - - PHASE LINE 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. 15+00 :.374 1372 I 370 i 368 1366 e X364 -1362 360 358 356 16 +00 m J W �N z z w w moo z V V U Y Y _ U (n W = > U U W � � N cn cn ao m C5 U U W W CL d 00 w w 00 Q ^O N 0 00 - - 6„ SEWER -------- - - - - -- - STA. 9 +36.41, F.L. (RIGHT) M 6" SEWER o FL I ' 6" SEW�R GRADE BREAK N00'29'10 "E ° ° 125.97' _ _ O (3} "� � 5 EXISTING L' - - - _ N _ _ _ _ _ 95_OQ' c°�, _ _ 8" SEWER ttl STA. 9 +58.08, C.L. 17.46LT.= b 11+ 0 6 N00'29'10 "E 12 +00 13 +00 260.00' - C� STA. 9 +15.46, F.L. LEFT) ® " b t4 +00 0000'29'10 "E_ STA. 9 +36.41, F.L. RIGHT) 6 '`� FL ° 7 u-) i 0 b 8 O� x Oc A,P O� �x JK V f / G�� SOX i 1z' i CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 1Q 20.00' 31.42' 20.00' 90'00'00" Q 42.00' 188.02' - 256'30'02 3Q 42.00' 114.67' 201.35' 156'26'04" ® 42.00' 73.35' 50.11' 100'03'58" S) 35.00' 38.46' 21.43' 62'57'52" © 30.00' 7.09' 3.56' 13'32'10 Q 20.00' 31.41' 20.00' 89'59'49" ® 20.00' 31.42' 20.00' 1 90'00'11" 374 372 370 368 366 364 362 360 358 356 M FL M 0 -- T- -- -- -- - -- 8 -- - - - -} - - - - - -- �/W / n r L J u J J _i 1 J J w 3 II R yy I I M `YO w j ' L� Q I Q it L_ LL: J II - I I '✓) a0 O W I p Q I p ' L_ fl m L` I p I Co N N r O IOQ 0 W O OV) rn rn r 0 W O o rnm rn 0 ao !p O O O O to O F- O O Oi t 00 r') O i'� M O N I Q �F t� O � w Q Q m p Q pj ((yyJJ N d- O _j _j _j _j ?i + + �i + O N mU Lj L 00 Ld N O� Q O O > O Q O I +I UL� UL� W O IO W O U' + Y(n W + + W + (n W (V 04 W + N Q I V7 IM 1 JJ LLJ + _j _j J OI > > �� �1 JO > �I > MI Q _� >_ - -+ > T wJ �cw_ I I c>w >_ I UL� U I x M O Ln Ld O Q I Q p Q N U Li 1 Y Q 1 N I = U Lt. �' } fY U L� N "o i W TI a0 a0 \O ¢ Q Q Q F 0 O Q Q p Q d N I t` r p Q �++ ++ Itn c� cn w0 rnrn c~n J J c� ti c~nl c� ti Y rnrn ci � rnrn 3 Q 00) c� t~n Z oo � o 010 11 mo o+ I Z UU �� �� � I I 1 NN cr m + + + m �} �� , m� ±± I o 12 ' 13 I m ++ 14 DMZ 6U 28 I w -- W �� "�� W cqN o O o N AUSSIE AVENUE Q aQ Q Q 0_ to to W to to Q m Q Q N Q Q Q t- U Q Q S F - ,r + +� < � � d d v .ci - SEE SHEET 2 o � � a r I II r to to W .- N c� to to tri V) co N 00 N w to to p .14Q,r ZQQ M± r I II/ L r r c� ) t~n z - a J`Jr� N 27 NLn WALKABOUT DRIVE 71. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL M O N O ^ i N CV t0 t0 s to c0 0000 M W M M M M M > t j W i 1 0) f W O A W N M Q L'-I W to Lo ' Q J W W to r N O iIQ CV 4�? (0 W W N N N O) N m� W W Lo co W L'-I O O 7 I� - w cD co c0 Z co PJ N cn to m� in i �M O Qz rn QI u-s L6 W to Ih co w W L��J W W. U W W j W p L W {W W W w W �! W> N O�C 00 p + + ?� J J JJ J w 11� J J J J m Go + + J J J J J J C7 + m W + W W W W W W W W IW W W N �Zt/j) < <1 -w _ �a as = LL U N U W Y U\ U W''S F-- H\ U QI U �' N da U YQ- Q Q a to to Lei to ao L. i rn c� m M W O V) to .- M Lj w to = I S= 0.47% - IGROUND 0 CENIEI�LINE F y - - !-- _- - -- - - -i -- -�-- �- ; - _- _ -- �- - EXI T. - - - I S = -O. 5 %� I S =_ .11% S= 26% I € PROP SED WE T FLO NE S 7R. 6209 -PH. PROPOSED ST FLO!WLINE PROPOSED WEST LOWLIN STREET PIMAPN OVEMENI� 1 9 +00 10 +00 IDENTICAL POINTS 374 372 370 368 366 364 362 360 358 356 11+00 12 +00 13+00 14+00 f��I�1 374 372 370 i 368 366 364 362 360 358 356 16 +00 I O N O O 00 p0 N CO co W N O M M C*4 co M I M to M =� M M M > > w w J O rn W ') w w Q W ' W W ui U) OI I'v W W to (Q Z CO {Mp t� �Q I- W _ \Q - r M M r, I M M 0) p O Y 0) > Jo to � ! �' wwi p wp L0 w w Iwddtt w J Ld 00 LL ' + LLI + I+ +I m 1+ it mpD-F M ` W W TN W W ! o Q T I U O •- pNf Q Q I Q Q I­ V) �� M UCH m " fo N CL N U CD N (n Ldl L61 V) XIM A GROUND 0 4EN TERLI - - - - S= 0.399' _ _ _ _ _ EXIST. URB && U ' -- - -� -- -- - -- -- - -f - - -- -� - -- - S =0.51 SEE S=- 0.25% 5 =0.25 ° I .63% ± 5� S1REEIMPRO MENT PROPO ED EAS FLOWLI E PLANS PROPOSED EAST FL WLINE l 9 +00 10 +00 11+00 fT. v^ 11, 13 +00 of LEGEND: LEGEND: (CONT.) LEGEND: (CONT.) CONSTRUCTION NOTES: NOTES: ABBREVIATIONS R1 -1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: F.L. FLOWLINE POVC POINT ON VERTICAL CURVE i - - - - - - - - - - - PROPOSED SAWCUT LIMIT LINE O1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. 1. FOR SEWER AND STORM DRAIN CONSTRUCTION, SEE SEWER C.L. CENTERLINE BVC BEGIN VERTICAL CURVE "R1 -1" -STOP "Wt -1" -CURVE ARROW AND STORM DRAIN PLANS FOR DETAILS. "R4 -7" - KEEP RIGHT W31 CA " - END CURVE NUMBER FOR CURVE DESCRIPTION ELEV ELEVATION EVC END VERTICAL CURVE "R6 -1" - ONE WAY " ( ) CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3. 2. LOCAL STREETS PAVEMENT TO BE: °W3 -3° - SIGNAL AHEAD BCR BEGIN CURB RETURN PI POINT OF INTERSECTION "R5 -1" - DO NOT ENTER O TAPER NUMBER FOR TAPER DESCRIPTION A. FOR AUSSIE AVEUNE: ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE R26 CA "W14 -1" - NOT A THROUGH STREET CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL "R26( CA)" - NO PARKING "W14 -2" - NO OUTLET O UNITS STANDARD PLAN RSP A88A CASE A. TEMPORARY PAVEMENT: BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE "R3 -5R" - RIGHT TURN ONLY ITEM OF WORK - SEE SCHEDULE EC END CURVE TC TOP OF CURB R81 CA ° -BIKE LANE "� -7" - DOUBLE ARROW FROM STA. 9 +99.99 C.L. TO STA. 12 +33.39 C.L. " ( ) "Wt -s" - SINGLE ARROW CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W /3' WINGS O4 CONSTRUCT 12' BOTTOM WIDTH DRIVEWAY W /3' WINGS 0.20' TYPE "B" A.C. OVER COMPACTED O.G. TO BE COMPACTED PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT D STORM DRAIN -REFER TO SEWER &STORM DRAIN PLANS PER C.O.B. STD. ST -4. OF VERTICAL CURVE FC FINISH CONCRETE PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) TO 95% RELATIVE DENSITY. F.O.C. FACE OF CURB R/W RIGHT -OF -WAY - - - �- 0 - EXISTING STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS SECTION DESIGNATION: O SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY THE CITY PERMANENT PAVEMENT- FURNISH ENGINEER. Q• FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. ® STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS SECTION LET>ER 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. 0.20' TYPE "B" A.C. OVER 0.75' CL 2 AGGREGATE BASE OVER ,� � CATCH BASIN -TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D -14 `- _ A O6 COMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND ;c EXISTING SURVEY MONUMENT UNLESS NOTED OTHERWISE. ' - - 2 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. s SEWER -REFER TO SEWER &STORM DRAIN PLANS INSTALL TYPE III BARRICADE WITH W -31 (CA) SIGN WITH OM4 -3 FURNISH &INSTALL STREET NAME SIGN PER C.O.B. STD. T -1. SHEET WHERE SECTION IS SHOWN B. FOR ALICE SPRINGS AVENUE AND WALKABOUT DRIVE' FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T -1. S - EXISTING SEWER - REFER TO SEWER & STORM DRAIN PLANS O MARKER AT PHASE BOUNDARY OF TRACT. IF ADJACENT PHASE 0.20' TYPE "B" A.C. OVER 0.75' CL 2 AGGREGATE BASE OVER ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. IS NOT CONSTRUCTED AT SAME TIME, REMOVE AND SALVAGE SIGN , -D- FURNISH & INSTALL STREET UGHT -5800 LUMEN PER C.O.B. STD. ST -14. WITH CONSTRUCTION OF ADJACENT PHASE. 0.50 COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE ® SEWER CLEANOUT -REFER TO SEWER &STORM DRAIN PLANS. DENSITY PER C.O.B. STD. ST -9. E FURNISH & INSTALL STREET UGHT -9500 LUMEN PER C.O.B. STD. ST -14. ® INSTALL TYPE "F" DELINEATORS - 5 EQUALLY SPACED. C. FOR KENDRA STREET, KINGSCROSS AVENUE, WALLABY COURT AND NEW EDGE OF PAVEMENT STRAWBRIDGE COURT - - - - - - - - - TRACT BOUNDARY 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 - - - - - - - - - - PHASE LINE 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. 15+00 :.374 1372 I 370 i 368 1366 e X364 -1362 360 358 356 16 +00 m J W �N z z w w moo z V V U Y Y _ U (n W = > U U W � � N cn cn ao m C5 U U W W CL d 00 w w 00 Q ^O N 0 00 374 372 370 368 366 364 362 360 358 356 M FL M 0 -- T- -- -- -- - -- 8 -- - - - -} - - - - - -- �/W / n r L J u J J _i 1 J J w 3 II R yy I I M `YO w j ' L� Q I Q it L_ LL: J II - I I '✓) a0 O W I p Q I p ' L_ fl m L` I p I Co N N r O IOQ 0 W O OV) rn rn r 0 W O o rnm rn 0 ao !p O O O O to O F- O O Oi t 00 r') O i'� M O N I Q �F t� O � w Q Q m p Q pj ((yyJJ N d- O _j _j _j _j ?i + + �i + O N mU Lj L 00 Ld N O� Q O O > O Q O I +I UL� UL� W O IO W O U' + Y(n W + + W + (n W (V 04 W + N Q I V7 IM 1 JJ LLJ + _j _j J OI > > �� �1 JO > �I > MI Q _� >_ - -+ > T wJ �cw_ I I c>w >_ I UL� U I x M O Ln Ld O Q I Q p Q N U Li 1 Y Q 1 N I = U Lt. �' } fY U L� N "o i W TI a0 a0 \O ¢ Q Q Q F 0 O Q Q p Q d N I t` r p Q �++ ++ Itn c� cn w0 rnrn c~n J J c� ti c~nl c� ti Y rnrn ci � rnrn 3 Q 00) c� t~n Z oo � o 010 11 mo o+ I Z UU �� �� � I I 1 NN cr m + + + m �} �� , m� ±± I o 12 ' 13 I m ++ 14 DMZ 6U 28 I w -- W �� "�� W cqN o O o N AUSSIE AVENUE Q aQ Q Q 0_ to to W to to Q m Q Q N Q Q Q t- U Q Q S F - ,r + +� < � � d d v .ci - SEE SHEET 2 o � � a r I II r to to W .- N c� to to tri V) co N 00 N w to to p .14Q,r ZQQ M± r I II/ L r r c� ) t~n z - a J`Jr� N 27 NLn WALKABOUT DRIVE 71. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL M O N O ^ i N CV t0 t0 s to c0 0000 M W M M M M M > t j W i 1 0) f W O A W N M Q L'-I W to Lo ' Q J W W to r N O iIQ CV 4�? (0 W W N N N O) N m� W W Lo co W L'-I O O 7 I� - w cD co c0 Z co PJ N cn to m� in i �M O Qz rn QI u-s L6 W to Ih co w W L��J W W. U W W j W p L W {W W W w W �! W> N O�C 00 p + + ?� J J JJ J w 11� J J J J m Go + + J J J J J J C7 + m W + W W W W W W W W IW W W N �Zt/j) < <1 -w _ �a as = LL U N U W Y U\ U W''S F-- H\ U QI U �' N da U YQ- Q Q a to to Lei to ao L. i rn c� m M W O V) to .- M Lj w to = I S= 0.47% - IGROUND 0 CENIEI�LINE F y - - !-- _- - -- - - -i -- -�-- �- ; - _- _ -- �- - EXI T. - - - I S = -O. 5 %� I S =_ .11% S= 26% I € PROP SED WE T FLO NE S 7R. 6209 -PH. PROPOSED ST FLO!WLINE PROPOSED WEST LOWLIN STREET PIMAPN OVEMENI� 1 9 +00 10 +00 IDENTICAL POINTS 374 372 370 368 366 364 362 360 358 356 11+00 12 +00 13+00 14+00 f��I�1 374 372 370 i 368 366 364 362 360 358 356 16 +00 I O N O O 00 p0 N CO co W N O M M C*4 co M I M to M =� M M M > > w w J O rn W ') w w Q W ' W W ui U) OI I'v W W to (Q Z CO {Mp t� �Q I- W _ \Q - r M M r, I M M 0) p O Y 0) > Jo to � ! �' wwi p wp L0 w w Iwddtt w J Ld 00 LL ' + LLI + I+ +I m 1+ it mpD-F M ` W W TN W W ! o Q T I U O •- pNf Q Q I Q Q I­ V) �� M UCH m " fo N CL N U CD N (n Ldl L61 V) XIM A GROUND 0 4EN TERLI - - - - S= 0.399' _ _ _ _ _ EXIST. URB && U ' -- - -� -- -- - -- -- - -f - - -- -� - -- - S =0.51 SEE S=- 0.25% 5 =0.25 ° I .63% ± 5� S1REEIMPRO MENT PROPO ED EAS FLOWLI E PLANS PROPOSED EAST FL WLINE l 9 +00 10 +00 11+00 fT. v^ 11, 13 +00 of LEGEND: LEGEND: (CONT.) LEGEND: (CONT.) CONSTRUCTION NOTES: NOTES: ABBREVIATIONS R1 -1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: F.L. FLOWLINE POVC POINT ON VERTICAL CURVE i - - - - - - - - - - - PROPOSED SAWCUT LIMIT LINE O1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. 1. FOR SEWER AND STORM DRAIN CONSTRUCTION, SEE SEWER C.L. CENTERLINE BVC BEGIN VERTICAL CURVE "R1 -1" -STOP "Wt -1" -CURVE ARROW AND STORM DRAIN PLANS FOR DETAILS. "R4 -7" - KEEP RIGHT W31 CA " - END CURVE NUMBER FOR CURVE DESCRIPTION ELEV ELEVATION EVC END VERTICAL CURVE "R6 -1" - ONE WAY " ( ) CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3. 2. LOCAL STREETS PAVEMENT TO BE: °W3 -3° - SIGNAL AHEAD BCR BEGIN CURB RETURN PI POINT OF INTERSECTION "R5 -1" - DO NOT ENTER O TAPER NUMBER FOR TAPER DESCRIPTION A. FOR AUSSIE AVEUNE: ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE R26 CA "W14 -1" - NOT A THROUGH STREET CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL "R26( CA)" - NO PARKING "W14 -2" - NO OUTLET O UNITS STANDARD PLAN RSP A88A CASE A. TEMPORARY PAVEMENT: BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE "R3 -5R" - RIGHT TURN ONLY ITEM OF WORK - SEE SCHEDULE EC END CURVE TC TOP OF CURB R81 CA ° -BIKE LANE "� -7" - DOUBLE ARROW FROM STA. 9 +99.99 C.L. TO STA. 12 +33.39 C.L. " ( ) "Wt -s" - SINGLE ARROW CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W /3' WINGS O4 CONSTRUCT 12' BOTTOM WIDTH DRIVEWAY W /3' WINGS 0.20' TYPE "B" A.C. OVER COMPACTED O.G. TO BE COMPACTED PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT D STORM DRAIN -REFER TO SEWER &STORM DRAIN PLANS PER C.O.B. STD. ST -4. OF VERTICAL CURVE FC FINISH CONCRETE PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) TO 95% RELATIVE DENSITY. F.O.C. FACE OF CURB R/W RIGHT -OF -WAY - - - �- 0 - EXISTING STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS SECTION DESIGNATION: O SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY THE CITY PERMANENT PAVEMENT- FURNISH ENGINEER. Q• FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. ® STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS SECTION LET>ER 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. 0.20' TYPE "B" A.C. OVER 0.75' CL 2 AGGREGATE BASE OVER ,� � CATCH BASIN -TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D -14 `- _ A O6 COMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND ;c EXISTING SURVEY MONUMENT UNLESS NOTED OTHERWISE. ' - - 2 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. s SEWER -REFER TO SEWER &STORM DRAIN PLANS INSTALL TYPE III BARRICADE WITH W -31 (CA) SIGN WITH OM4 -3 FURNISH &INSTALL STREET NAME SIGN PER C.O.B. STD. T -1. SHEET WHERE SECTION IS SHOWN B. FOR ALICE SPRINGS AVENUE AND WALKABOUT DRIVE' FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T -1. S - EXISTING SEWER - REFER TO SEWER & STORM DRAIN PLANS O MARKER AT PHASE BOUNDARY OF TRACT. IF ADJACENT PHASE 0.20' TYPE "B" A.C. OVER 0.75' CL 2 AGGREGATE BASE OVER ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. IS NOT CONSTRUCTED AT SAME TIME, REMOVE AND SALVAGE SIGN , -D- FURNISH & INSTALL STREET UGHT -5800 LUMEN PER C.O.B. STD. ST -14. WITH CONSTRUCTION OF ADJACENT PHASE. 0.50 COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE ® SEWER CLEANOUT -REFER TO SEWER &STORM DRAIN PLANS. DENSITY PER C.O.B. STD. ST -9. E FURNISH & INSTALL STREET UGHT -9500 LUMEN PER C.O.B. STD. ST -14. ® INSTALL TYPE "F" DELINEATORS - 5 EQUALLY SPACED. C. FOR KENDRA STREET, KINGSCROSS AVENUE, WALLABY COURT AND NEW EDGE OF PAVEMENT STRAWBRIDGE COURT - - - - - - - - - TRACT BOUNDARY 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 - - - - - - - - - - PHASE LINE 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. 15+00 :.374 1372 I 370 i 368 1366 e X364 -1362 360 358 356 16 +00 m J W �N z z w w moo z V V U Y Y _ U (n W = > U U W � � N cn cn ao m C5 U U W W CL d 00 w w 00 Q ^O N 0 00 WALKABOUT DRIVE 71. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL M O N O ^ i N CV t0 t0 s to c0 0000 M W M M M M M > t j W i 1 0) f W O A W N M Q L'-I W to Lo ' Q J W W to r N O iIQ CV 4�? (0 W W N N N O) N m� W W Lo co W L'-I O O 7 I� - w cD co c0 Z co PJ N cn to m� in i �M O Qz rn QI u-s L6 W to Ih co w W L��J W W. U W W j W p L W {W W W w W �! W> N O�C 00 p + + ?� J J JJ J w 11� J J J J m Go + + J J J J J J C7 + m W + W W W W W W W W IW W W N �Zt/j) < <1 -w _ �a as = LL U N U W Y U\ U W''S F-- H\ U QI U �' N da U YQ- Q Q a to to Lei to ao L. i rn c� m M W O V) to .- M Lj w to = I S= 0.47% - IGROUND 0 CENIEI�LINE F y - - !-- _- - -- - - -i -- -�-- �- ; - _- _ -- �- - EXI T. - - - I S = -O. 5 %� I S =_ .11% S= 26% I € PROP SED WE T FLO NE S 7R. 6209 -PH. PROPOSED ST FLO!WLINE PROPOSED WEST LOWLIN STREET PIMAPN OVEMENI� 1 9 +00 10 +00 IDENTICAL POINTS 374 372 370 368 366 364 362 360 358 356 11+00 12 +00 13+00 14+00 f��I�1 374 372 370 i 368 366 364 362 360 358 356 16 +00 I O N O O 00 p0 N CO co W N O M M C*4 co M I M to M =� M M M > > w w J O rn W ') w w Q W ' W W ui U) OI I'v W W to (Q Z CO {Mp t� �Q I- W _ \Q - r M M r, I M M 0) p O Y 0) > Jo to � ! �' wwi p wp L0 w w Iwddtt w J Ld 00 LL ' + LLI + I+ +I m 1+ it mpD-F M ` W W TN W W ! o Q T I U O •- pNf Q Q I Q Q I­ V) �� M UCH m " fo N CL N U CD N (n Ldl L61 V) XIM A GROUND 0 4EN TERLI - - - - S= 0.399' _ _ _ _ _ EXIST. URB && U ' -- - -� -- -- - -- -- - -f - - -- -� - -- - S =0.51 SEE S=- 0.25% 5 =0.25 ° I .63% ± 5� S1REEIMPRO MENT PROPO ED EAS FLOWLI E PLANS PROPOSED EAST FL WLINE l 9 +00 10 +00 11+00 fT. v^ 11, 13 +00 of LEGEND: LEGEND: (CONT.) LEGEND: (CONT.) CONSTRUCTION NOTES: NOTES: ABBREVIATIONS R1 -1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: F.L. FLOWLINE POVC POINT ON VERTICAL CURVE i - - - - - - - - - - - PROPOSED SAWCUT LIMIT LINE O1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. 1. FOR SEWER AND STORM DRAIN CONSTRUCTION, SEE SEWER C.L. CENTERLINE BVC BEGIN VERTICAL CURVE "R1 -1" -STOP "Wt -1" -CURVE ARROW AND STORM DRAIN PLANS FOR DETAILS. "R4 -7" - KEEP RIGHT W31 CA " - END CURVE NUMBER FOR CURVE DESCRIPTION ELEV ELEVATION EVC END VERTICAL CURVE "R6 -1" - ONE WAY " ( ) CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3. 2. LOCAL STREETS PAVEMENT TO BE: °W3 -3° - SIGNAL AHEAD BCR BEGIN CURB RETURN PI POINT OF INTERSECTION "R5 -1" - DO NOT ENTER O TAPER NUMBER FOR TAPER DESCRIPTION A. FOR AUSSIE AVEUNE: ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE R26 CA "W14 -1" - NOT A THROUGH STREET CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL "R26( CA)" - NO PARKING "W14 -2" - NO OUTLET O UNITS STANDARD PLAN RSP A88A CASE A. TEMPORARY PAVEMENT: BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE "R3 -5R" - RIGHT TURN ONLY ITEM OF WORK - SEE SCHEDULE EC END CURVE TC TOP OF CURB R81 CA ° -BIKE LANE "� -7" - DOUBLE ARROW FROM STA. 9 +99.99 C.L. TO STA. 12 +33.39 C.L. " ( ) "Wt -s" - SINGLE ARROW CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W /3' WINGS O4 CONSTRUCT 12' BOTTOM WIDTH DRIVEWAY W /3' WINGS 0.20' TYPE "B" A.C. OVER COMPACTED O.G. TO BE COMPACTED PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT D STORM DRAIN -REFER TO SEWER &STORM DRAIN PLANS PER C.O.B. STD. ST -4. OF VERTICAL CURVE FC FINISH CONCRETE PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) TO 95% RELATIVE DENSITY. F.O.C. FACE OF CURB R/W RIGHT -OF -WAY - - - �- 0 - EXISTING STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS SECTION DESIGNATION: O SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY THE CITY PERMANENT PAVEMENT- FURNISH ENGINEER. Q• FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. ® STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS SECTION LET>ER 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. 0.20' TYPE "B" A.C. OVER 0.75' CL 2 AGGREGATE BASE OVER ,� � CATCH BASIN -TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D -14 `- _ A O6 COMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND ;c EXISTING SURVEY MONUMENT UNLESS NOTED OTHERWISE. ' - - 2 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. s SEWER -REFER TO SEWER &STORM DRAIN PLANS INSTALL TYPE III BARRICADE WITH W -31 (CA) SIGN WITH OM4 -3 FURNISH &INSTALL STREET NAME SIGN PER C.O.B. STD. T -1. SHEET WHERE SECTION IS SHOWN B. FOR ALICE SPRINGS AVENUE AND WALKABOUT DRIVE' FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T -1. S - EXISTING SEWER - REFER TO SEWER & STORM DRAIN PLANS O MARKER AT PHASE BOUNDARY OF TRACT. IF ADJACENT PHASE 0.20' TYPE "B" A.C. OVER 0.75' CL 2 AGGREGATE BASE OVER ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. IS NOT CONSTRUCTED AT SAME TIME, REMOVE AND SALVAGE SIGN , -D- FURNISH & INSTALL STREET UGHT -5800 LUMEN PER C.O.B. STD. ST -14. WITH CONSTRUCTION OF ADJACENT PHASE. 0.50 COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE ® SEWER CLEANOUT -REFER TO SEWER &STORM DRAIN PLANS. DENSITY PER C.O.B. STD. ST -9. E FURNISH & INSTALL STREET UGHT -9500 LUMEN PER C.O.B. STD. ST -14. ® INSTALL TYPE "F" DELINEATORS - 5 EQUALLY SPACED. C. FOR KENDRA STREET, KINGSCROSS AVENUE, WALLABY COURT AND NEW EDGE OF PAVEMENT STRAWBRIDGE COURT - - - - - - - - - TRACT BOUNDARY 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 - - - - - - - - - - PHASE LINE 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. 15+00 :.374 1372 I 370 i 368 1366 e X364 -1362 360 358 356 16 +00 m J W �N z z w w moo z V V U Y Y _ U (n W = > U U W � � N cn cn ao m C5 U U W W CL d 00 w w 00 Q ^O N 0 00 9 +00 10 +00 IDENTICAL POINTS 374 372 370 368 366 364 362 360 358 356 11+00 12 +00 13+00 14+00 f��I�1 374 372 370 i 368 366 364 362 360 358 356 16 +00 I O N O O 00 p0 N CO co W N O M M C*4 co M I M to M =� M M M > > w w J O rn W ') w w Q W ' W W ui U) OI I'v W W to (Q Z CO {Mp t� �Q I- W _ \Q - r M M r, I M M 0) p O Y 0) > Jo to � ! �' wwi p wp L0 w w Iwddtt w J Ld 00 LL ' + LLI + I+ +I m 1+ it mpD-F M ` W W TN W W ! o Q T I U O •- pNf Q Q I Q Q I­ V) �� M UCH m " fo N CL N U CD N (n Ldl L61 V) XIM A GROUND 0 4EN TERLI - - - - S= 0.399' _ _ _ _ _ EXIST. URB && U ' -- - -� -- -- - -- -- - -f - - -- -� - -- - S =0.51 SEE S=- 0.25% 5 =0.25 ° I .63% ± 5� S1REEIMPRO MENT PROPO ED EAS FLOWLI E PLANS PROPOSED EAST FL WLINE l 9 +00 10 +00 11+00 fT. v^ 11, 13 +00 of LEGEND: LEGEND: (CONT.) LEGEND: (CONT.) CONSTRUCTION NOTES: NOTES: ABBREVIATIONS R1 -1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: F.L. FLOWLINE POVC POINT ON VERTICAL CURVE i - - - - - - - - - - - PROPOSED SAWCUT LIMIT LINE O1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. 1. FOR SEWER AND STORM DRAIN CONSTRUCTION, SEE SEWER C.L. CENTERLINE BVC BEGIN VERTICAL CURVE "R1 -1" -STOP "Wt -1" -CURVE ARROW AND STORM DRAIN PLANS FOR DETAILS. "R4 -7" - KEEP RIGHT W31 CA " - END CURVE NUMBER FOR CURVE DESCRIPTION ELEV ELEVATION EVC END VERTICAL CURVE "R6 -1" - ONE WAY " ( ) CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3. 2. LOCAL STREETS PAVEMENT TO BE: °W3 -3° - SIGNAL AHEAD BCR BEGIN CURB RETURN PI POINT OF INTERSECTION "R5 -1" - DO NOT ENTER O TAPER NUMBER FOR TAPER DESCRIPTION A. FOR AUSSIE AVEUNE: ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE R26 CA "W14 -1" - NOT A THROUGH STREET CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL "R26( CA)" - NO PARKING "W14 -2" - NO OUTLET O UNITS STANDARD PLAN RSP A88A CASE A. TEMPORARY PAVEMENT: BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE "R3 -5R" - RIGHT TURN ONLY ITEM OF WORK - SEE SCHEDULE EC END CURVE TC TOP OF CURB R81 CA ° -BIKE LANE "� -7" - DOUBLE ARROW FROM STA. 9 +99.99 C.L. TO STA. 12 +33.39 C.L. " ( ) "Wt -s" - SINGLE ARROW CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W /3' WINGS O4 CONSTRUCT 12' BOTTOM WIDTH DRIVEWAY W /3' WINGS 0.20' TYPE "B" A.C. OVER COMPACTED O.G. TO BE COMPACTED PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT D STORM DRAIN -REFER TO SEWER &STORM DRAIN PLANS PER C.O.B. STD. ST -4. OF VERTICAL CURVE FC FINISH CONCRETE PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) TO 95% RELATIVE DENSITY. F.O.C. FACE OF CURB R/W RIGHT -OF -WAY - - - �- 0 - EXISTING STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS SECTION DESIGNATION: O SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY THE CITY PERMANENT PAVEMENT- FURNISH ENGINEER. Q• FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. ® STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS SECTION LET>ER 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. 0.20' TYPE "B" A.C. OVER 0.75' CL 2 AGGREGATE BASE OVER ,� � CATCH BASIN -TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D -14 `- _ A O6 COMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND ;c EXISTING SURVEY MONUMENT UNLESS NOTED OTHERWISE. ' - - 2 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. s SEWER -REFER TO SEWER &STORM DRAIN PLANS INSTALL TYPE III BARRICADE WITH W -31 (CA) SIGN WITH OM4 -3 FURNISH &INSTALL STREET NAME SIGN PER C.O.B. STD. T -1. SHEET WHERE SECTION IS SHOWN B. FOR ALICE SPRINGS AVENUE AND WALKABOUT DRIVE' FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T -1. S - EXISTING SEWER - REFER TO SEWER & STORM DRAIN PLANS O MARKER AT PHASE BOUNDARY OF TRACT. IF ADJACENT PHASE 0.20' TYPE "B" A.C. OVER 0.75' CL 2 AGGREGATE BASE OVER ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. IS NOT CONSTRUCTED AT SAME TIME, REMOVE AND SALVAGE SIGN , -D- FURNISH & INSTALL STREET UGHT -5800 LUMEN PER C.O.B. STD. ST -14. WITH CONSTRUCTION OF ADJACENT PHASE. 0.50 COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE ® SEWER CLEANOUT -REFER TO SEWER &STORM DRAIN PLANS. DENSITY PER C.O.B. STD. ST -9. E FURNISH & INSTALL STREET UGHT -9500 LUMEN PER C.O.B. STD. ST -14. ® INSTALL TYPE "F" DELINEATORS - 5 EQUALLY SPACED. C. FOR KENDRA STREET, KINGSCROSS AVENUE, WALLABY COURT AND NEW EDGE OF PAVEMENT STRAWBRIDGE COURT - - - - - - - - - TRACT BOUNDARY 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 - - - - - - - - - - PHASE LINE 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. 15+00 :.374 1372 I 370 i 368 1366 e X364 -1362 360 358 356 16 +00 m J W �N z z w w moo z V V U Y Y _ U (n W = > U U W � � N cn cn ao m C5 U U W W CL d 00 w w 00 Q ^O N 0 00 9 +00 10 +00 11+00 fT. v^ 11, 13 +00 of LEGEND: LEGEND: (CONT.) LEGEND: (CONT.) CONSTRUCTION NOTES: NOTES: ABBREVIATIONS R1 -1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: F.L. FLOWLINE POVC POINT ON VERTICAL CURVE i - - - - - - - - - - - PROPOSED SAWCUT LIMIT LINE O1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. 1. FOR SEWER AND STORM DRAIN CONSTRUCTION, SEE SEWER C.L. CENTERLINE BVC BEGIN VERTICAL CURVE "R1 -1" -STOP "Wt -1" -CURVE ARROW AND STORM DRAIN PLANS FOR DETAILS. "R4 -7" - KEEP RIGHT W31 CA " - END CURVE NUMBER FOR CURVE DESCRIPTION ELEV ELEVATION EVC END VERTICAL CURVE "R6 -1" - ONE WAY " ( ) CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3. 2. LOCAL STREETS PAVEMENT TO BE: °W3 -3° - SIGNAL AHEAD BCR BEGIN CURB RETURN PI POINT OF INTERSECTION "R5 -1" - DO NOT ENTER O TAPER NUMBER FOR TAPER DESCRIPTION A. FOR AUSSIE AVEUNE: ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE R26 CA "W14 -1" - NOT A THROUGH STREET CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL "R26( CA)" - NO PARKING "W14 -2" - NO OUTLET O UNITS STANDARD PLAN RSP A88A CASE A. TEMPORARY PAVEMENT: BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE "R3 -5R" - RIGHT TURN ONLY ITEM OF WORK - SEE SCHEDULE EC END CURVE TC TOP OF CURB R81 CA ° -BIKE LANE "� -7" - DOUBLE ARROW FROM STA. 9 +99.99 C.L. TO STA. 12 +33.39 C.L. " ( ) "Wt -s" - SINGLE ARROW CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W /3' WINGS O4 CONSTRUCT 12' BOTTOM WIDTH DRIVEWAY W /3' WINGS 0.20' TYPE "B" A.C. OVER COMPACTED O.G. TO BE COMPACTED PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT D STORM DRAIN -REFER TO SEWER &STORM DRAIN PLANS PER C.O.B. STD. ST -4. OF VERTICAL CURVE FC FINISH CONCRETE PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) TO 95% RELATIVE DENSITY. F.O.C. FACE OF CURB R/W RIGHT -OF -WAY - - - �- 0 - EXISTING STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS SECTION DESIGNATION: O SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY THE CITY PERMANENT PAVEMENT- FURNISH ENGINEER. Q• FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. ® STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS SECTION LET>ER 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. 0.20' TYPE "B" A.C. OVER 0.75' CL 2 AGGREGATE BASE OVER ,� � CATCH BASIN -TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D -14 `- _ A O6 COMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND ;c EXISTING SURVEY MONUMENT UNLESS NOTED OTHERWISE. ' - - 2 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. s SEWER -REFER TO SEWER &STORM DRAIN PLANS INSTALL TYPE III BARRICADE WITH W -31 (CA) SIGN WITH OM4 -3 FURNISH &INSTALL STREET NAME SIGN PER C.O.B. STD. T -1. SHEET WHERE SECTION IS SHOWN B. FOR ALICE SPRINGS AVENUE AND WALKABOUT DRIVE' FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T -1. S - EXISTING SEWER - REFER TO SEWER & STORM DRAIN PLANS O MARKER AT PHASE BOUNDARY OF TRACT. IF ADJACENT PHASE 0.20' TYPE "B" A.C. OVER 0.75' CL 2 AGGREGATE BASE OVER ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. IS NOT CONSTRUCTED AT SAME TIME, REMOVE AND SALVAGE SIGN , -D- FURNISH & INSTALL STREET UGHT -5800 LUMEN PER C.O.B. STD. ST -14. WITH CONSTRUCTION OF ADJACENT PHASE. 0.50 COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE ® SEWER CLEANOUT -REFER TO SEWER &STORM DRAIN PLANS. DENSITY PER C.O.B. STD. ST -9. E FURNISH & INSTALL STREET UGHT -9500 LUMEN PER C.O.B. STD. ST -14. ® INSTALL TYPE "F" DELINEATORS - 5 EQUALLY SPACED. C. FOR KENDRA STREET, KINGSCROSS AVENUE, WALLABY COURT AND NEW EDGE OF PAVEMENT STRAWBRIDGE COURT - - - - - - - - - TRACT BOUNDARY 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 - - - - - - - - - - PHASE LINE 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. 15+00 :.374 1372 I 370 i 368 1366 e X364 -1362 360 358 356 16 +00 m J W �N z z w w moo z V V U Y Y _ U (n W = > U U W � � N cn cn ao m C5 U U W W CL d 00 w w 00 Q ^O N 0 00 15+00 :.374 1372 I 370 i 368 1366 e X364 -1362 360 358 356 16 +00 m J W �N z z w w moo z V V U Y Y _ U (n W = > U U W � � N cn cn ao m C5 U U W W CL d 00 w w 00 Q ^O N 0 00