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HomeMy WebLinkAbout5.1-11013 Ph 5 Record DrawingSTANDARD STORM DRAIN NOTES GENERAL 1. CONTRACTOR WILL FURNISH ALL MATERIALS, TOOLS, LABOR, EQUIPMENT AND SUPERVISION NECESSARY TO COMPLETE INSTALLATION. 2. ALL MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD CITY OF STANDARD DRAWINGS SW -4, SW -5, AND D-18 AND SECTIONS 70-1.0 AND 7 OF THE KERN � CALIFORNIA STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA, DEPARTMENTT OF TRANSPORTATION, CURRENT EDITION. 3. BACKFILL AND COMPACTION OF TRENCHES SHALL BE IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWING ST -22, EXCEPT THAT THE TOP 2'-6" SHALL BE 90% REGARDLESS OF LOCATION. STREET 4. COMPACTION TESTS WILL BE THE SUBDIVIDERS RESPONSIBILITY. THE NUMBER AND LOCATIONS OF THE TESTS SHALL BE DETERMINED BY THE ENGINEER. 5. ALL EXISTING IMPROVEMENTS, (CURB, GUTTER, SIDEWALK, CROSS GUTTER, FENCES, ETC.) THAT ARE REMOVED, DAMAGED OR UNDERCUT SHALL BE REPAIRED OR REPLACED AS DIRECTED BY THE ENGINEER. 6. ALL EXISTING PAVING AND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE REPLACED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWING ST -6, EXCEPT AS NOTED ON PLANS. 7. ALL REINFORCED CONCRETE PIPE SHALL BE CLASS III PER ASTM SPECIFICATION C-76, EXCEPT AS NOTED ON PLANS. , 8. WATER JETTING AND FLOODING SHALL NOT BE USED FOR BACKFILL COMPACTION FOR FLEXIBLE PIPE. 9. MANHOLES SHALL BE TYPE "A" FOR PIPES UNDER 48" IN DIAMETER AND TYPE "B" FOR PIPES 48" IN DIAMETER OR LARGER, UNLESS NOTED OTHERWISE. 10. UNDERGROUND SERVICE ALERT (USA) SHALL BE NOTIFIED AT LEAST 2 WORKING DAYS BEFORE CONSTRUCTION. TELEPHONE 1-800-227-2600 11. CONTRACTOR TO CALL FOR USA LOCATE AND POTHOLE ALL MARKED UTILITIES THAT CROSS OR ARE WITHIN 5' HORIZONTAL DISTANCE OF SEWER AND STORM DRAIN LINES. VERTICAL AND HORIZONTAL LOCATION SHALL BE ASCERTAINED BY THE CONTRACTOR AHEAD OF ANY EXCAVATIONS TO VERIFY THAT THE PROPOSED DESIGN DOES NOT CONFLICT WITH ANY I ENGINEER SHALL BE NOTIFIED IN OR UTILITIES. IN THE EVENT A CONFLICT EXISTS THE DER TO REDESIGN THE ALIGNMENT. IF RELOCATION OF EXISTING UTILITIES IS DEEMED NECESSARY THE CONTRACTOR SHALL BE COMPENSATED FOR INSTRUCTED RELOCATION. IFREDESIGN OF THE ALIGNMENT REQUIRES ADDITIONAL FITTINGS, PIPE OR EXCAVATION THE CONTRACTOR SHALL BE COMPENSATED FOR REVISION. IN THE EVENT A UTILITY IS DAMAGED THE CONTRACTOR SHALL BE WHOLLY RESPONSIBLE FOR ITS REPAIR. 12. CONTRACTOR SHALL VERIFY LOCATIONS AND ELEVATIONS OF EXISTING SEWER AND STORM DRAIN LINES THAT NEW SYSTEM TIES INTO PRIOR TO TRENCHING. ANY DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER SO THAT ANY NECESSARY ADJUSTMENTS MAY BE MADE. UTILITIES SHALL BE THOROUGHLY RESEARCHED AND LOCATED BY CONTRACTOR PRIOR TO TRENCHING. CROSSING UTILITIES SHALL BE DAYUGHTED AND CHECKED FOR GRADE, BY CONTRACTOR PRIOR TO TRENCHING. 13. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN ACCEPTED STREET RIGHT-OF-WAY. DEPOSIT BASED ON APPROVED LESS SECURED BY A SUBDIVISION AGREEMENT A DEP ENGINEER S UN , ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT-OF-WAY AND INSURANCE SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. �\ a C '0001* 00001, � LOCATION MAP 000 0 � SCALE: 1 =200' I 0000 00000 i 00000 400000000 ,\ is T.29 S., R.29 E. CONSTRUCTION PLANS PHASE 5 FOR PARCEL MAP NON' 110,13 MASTERSON STREET MAOM PROJECT SITE ave -J j Vf T.29 S../ R.29 E. STA7f H/A'1WAY f7B19 20 T.29 S., R.29 E. T.29 S., R.29 E. G1 t3 I� 6' WING W/2 /4) J � ` CENTERLINE STORM DRAIN LIP CURB AND GUTTER FLOWLWE CURB AND GUTTER b S I D E W A L K o ' - - in CENTERLINE STORM DRAIN W 6' WING L A N D S C A P E TYPICAL CATCH BASIN ---LOCATIOWAT CURB RETURN LIST OF MATERIALS. ITEM UNIT A.C.. PAVING TESTING NOTES: A.C. PAVING TESTING NOTES (cont.).- A.C. PAVING SP7-39.01The field density of compacted asphalt concrete shall be determined by: 6536 7-1. ASPHALT CONCRETE (TYPE 'B'). Asphalt concrete shall be Type A (modified) for all a. A properly calibrated nuclear asphalt testing device in the field, or CUYD arterial and collector streets and Type B (modified) for local streets and shall conform to SUBGRADE PREPARATION the provisions in Section 39, "Asphalt Concrete," of the Standard Specifications and these b. ASTM D1188 when slabs or cores are taken for laboratory testing. Zinc stearate may 34503 special provisions. be substituted with paraffin. LF Prior to the addition of asphalt binder, the combined mineral aggregate for Type A In case of dispute, method b above shall be used. SIDEWALK (modified) or Type B (modified) asphalt concrete shall conform to the requirements of 18893 Section 39-2.02,Aggregate," " of the Specifications for 3/4 maximum, medium grading. Where the compacted thickness of a layer of asphalt concrete is 0.15 foot or less, paving SF operations shall be conducted in such a manner that, at the end of each work shift, the MEDIAN CURB Asphalt binder for Type A (modified) asphalt concrete shall be AR -8000 viscosity graded length of pavement along the longitudinal drop-off between adjacent lanes is not greater - asphalt, unless otherwise directed by the Engineer. Asphalt binder for Type B (modified) than that which can be surfaced during the following shift of EA asphalt concrete shall be AR -4000 viscosity graded asphalt, unless otherwise directed by the normal paving operations. Additional asphalt concrete shall be placed along the transverse STOP SIGNS TRAFFIC CONTROL SIGNS concrete halt additional Such on each lane. -offs S as Engineer. The asphalt binder shall conform to the requirements in the table for drop-offs u p shall be hand raked and compacted 19 "Steam -Refined Paving Asphalts," in Section 92-1.02, "Grades," of the Standard to form temporary conforms before the lanes are opened to public traffic. Kraft paper, or EA Specifications. other approved bond breaker, may be placed conforms to facilitate the removal of the 22000 LUMEN STREET LIGHTS conforms when paving operations resume. - When directed by the City Engineer, aggregate conforming to any of the grading Where the compacted thickness of a layer of asphalt concrete is more than 0.15 foot, paving requirements in Section 39-2.02, "Aggregate", of the Standard Specifications shall be used EA operations shall be conducted in such a manner that the layer of asphalt concrete is placed to surface intersections, tapers, and other areas where thin layers of asphalt concrete are on all contiguous lanes of the traveled way before the lanes are opened to public traffic. At INTERCONNECT PULL BOXES being constructed. the end of each work shift, the distance between the ends of a layer of asphalt concrete on 7 adjacent lanes shall not be greater than 10 feet. Additional asphalt concrete shall be placed The amount of asphalt binder to be mixed with the mineral aggregate shall be determiner by along the transverse drop-offs on each lane and along the longitudinal drop-off between LF the Contractor in accordance with California Test Method 367 using samples of materials adjacent lanes. Such additional asphalt concrete shall be hand raked and compacted to form proposed for use in the work. The amount of asphalt binder shall be approved by the STRIPING temporary conforms before the lanes are opened to public traffic. Kraft paper, or other Engineer. 4692 approved bond breaker, may be placed under the conforms to facilitate the removal of the SF 130 At least 14 days prior to the start of work, the Contractor shall submit the following for the conforms when paving operations resume. engineer's review and approval: 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 a. A list of aggregate and asphalt sources. with California Test 375. b. Documentation verifying that the aggregates to be incorporated in the work conform If the in-place density of any lot of asphalt concrete is less than 92 percent or greater to the requirements of Section 39-2.02, "Aggregate," of the Standard than 94 percent of the maximum theoretical density, the contractor will be advised that the Specifications and these special provisions. Material sieve analysis and sand required relative compaction is not being attained and that the materials or procedures or equivalent test results should not be older than six (6) months. All other test both, if needed, need adjustment. Asphalt concrete spreading , results should not be older than one (1) year. 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 C. An asphalt concrete mix design determined in accordance with California Test 367. test after notice is given does not meet the specified range, the asphalt concrete Laboratory test results on which the design is based shall be submitted with the mix represented by that lot shall be removed and replaced with material that meets the in-place design along with the theoretical maximum density of the design mixture as density requirements. . 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 If the test results for any lot of asphalt concrete indicate that the relative compaction is provisions. If the data submitted shows that the materials are substantially the same either her less than 90% or more than 967., the asphalt concrete represented by that lot as when the design was prepared, the design may be up to three (3) years old. The shall be removed and replaced with material that does meet the in-place density w Developer shall bear oil costs associated with the asphalt concrete mix design. requirement. The corrective work shall be at the. Developer's expense. Y Where new asphalt concrete pavement is to conform to existing paved surfaces, the existing' _ The Contractor should be aware of existing sewer and storm drain manholes within the pavement shall be saw cut. roadway. A prime coat will not be required on non -paved areas to be surfaced prior -to the placement If the finished surface of the asphalt concrete does not meet the specified surface of asphalt however, all other requirements of Section 39-4.01, "Subgrade," of the Standard tolerances, it shall be brought within tolerance by either: (1) abrasive grinding with v Specifications shall be met. equipment utilizing diamond blades, (2) removal and replacement, or (3) placement of an UJ .- ` asphalt concrete overlay. The method will be selected by the Engineer. The corrective work The area to which paint binder has been applied shall be -closed to public traffic. Care shall shall be at the Developers expense. be taken to avoid tracking binder material onto the existing pavement surface beyond the limits of construction. 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 Paving joints shall match stripe locations unless otherwise permitted by the Engineer. 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 Intersections and tapered shoulders shall be surfaced as directed by the Engineer. Additional pavement centerline. All ground areas shall be neat rectangular areas of uniform surface asphalt concrete shall be placed at road connections and private drives, where shown on the appearance. Abrasive grinding shall conform to the requirements in the first paragraph and plans and as directed by the Engineer, and hand raked, if necessary, and compacted to form the lost four paragraphs of Section 42-2.02, "Construction" of the Standard Specifications. op smooth, tapered connections. A fog seal coat shall be applied to all finished asphalt surfaces at the Developer's expense. The fog seal coat shall be either rejuvenating agent or asphaltic emulsion as directed by the Engineer. -- STA_ND-ARD STREET NOTES STANDARD STREET NOTES (cont � 1. ALL IMPROVEMENTS SHALL BE IN_ACCOR XNCE WITH THE REQUIREMENTS AND 12. WARNING/REGULATORY SIGNS: SIGN PANELS SHALL BE MOUNTED ON POSTS SPECIFICATIONS OF 1N_ E CITY_ .-QF BAKERSFIELD. WITH HAWKINS M2G SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR EQUAL. ROADSIDE SIGNS INSTALLED PER STD. T-19 SHALL BE LOCATED WITHIN mmC 2. THE FOLLOWING CITY OF BAKERSFIELD STANDARDS SHALL BE CONSIDERED PART SIDEWALK 6" FROM BACK. M OF THESE PLANS: ST -1, ST -3, ST -4, ST -6, ST -17, ST -9, ST -10 13. CONTRACTOR SHALL PROVIDE 1 SPARE STREET LT. FOR EVERY 10 INSTALLED _ _ -" ST -11, ST -13, ST -19, D-11, D-14, -D-16, T-1 TO CITY OF BAKERSFIELD, PUBLIC WORKS DEPT. GENERAL SERVICES DIVISION. i- �_ 14. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD 0 3. INSTALL STANDARD SURVEY MONUMENT FRAME AND COVER PER CITY OF - PUBLIC WORKS DEPT. FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED 0 BAKERSFIELD STD. DWG. ST -13. STREET_ RIGHT-OF-WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, � SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK OO TO BE INSTALLED PERFORMED WITHIN THE RIGHT-OF-WAY AND INSURANCE SHALL BE POSTED - ® EXISTING _ PRIOR TO ISSUANCE OF THE PERMIT. 4. ~ �' INSTALL TRAFFiC-CONTROL SIGNS - 15. AGGREGATE BASE: AGGREGATE BASE MATERIAL FOR ARTERIAL & COLLECTOR INSTALL STANDARD STREET NAME SIGNS PER C.O.B. STD. T-1 ROADWAYS SHALL BE CRUSHED AGGREGATE BASE (CAB) CONFORMING TO INSTALL METRO SIZE STREET NAME SIGNS PER C.O.B. STD. T-1 CONSTRUCTION, LATEST EDITION ("GREENBOOK"). AGGREGATE BASE MATERIAL -C::- INSTALL STANDARD STREET LIGHTS, 5800 LUMEN H.P.S.V. ON 16'----- FOR LOCAL ROADWAYS SHALL BE EITHER CAB OR CRUSHED MISCELLANEOUS POST TOP. BASE (CMB) CONFORMING TO SECTION 200-2.4 OF THE STANDARD - INSTALL STANDARD STREET LIGHTS, 9500 LUMEN H.P.S.V. _ SPECIFICATIONS- FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION. -STREET LIGHTS SHALL MATCH THOSE EXISTING IN THE VICINITY. AGGREGATE BASS SHALL BE FURNISHED AND PLACED IN ACCORDANCE WITH `GUTTER, 5. INSTALL TYPE "B'"L'i RB AND 13THE CONTRACT PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS PER C:0.. STANDARDS, ON ALL J/ CONSTRUCTION AND THESE 'DETAILED SPECIFICATIONS. AGGREGATE BASE STREETS UNLESS OTHERWISE NOTED R, ; -` SHALL BE GRADED TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95% 6. INSTALL 5.5' WIDE SIDEWALK ON ALL PUBLIC STREETS AND 4.0' WIDE SIDEWALK OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D-1557. 0-wa ON PRIVATE STREETS UNLESS OTHERWISE NOTED. 7. SEWER LATERAL LOCATIONS TO BE STAMPED ( INTO THE CURB FACE OVER _S) EACH SEWER LATERAL. --- 16. SUBGRADE PREPARATION: THE CONTRACTOR SHALL FINE GRADE AND COMPACT 8. INSTALL ADDITIONAL # 3-1/2 PULL BOX FOR STREET LIGHTS AT P.G.& E. STREET SUBGRADE IN ACCORDANCE WITH THE CONTRACT PLANS, CITY SERVICE POINT. ALL PULL BOXES TO BE INSTALLED ON A GRAVEL BED A REQUIREMENTS AND STANDARD SPECIFICATIONS. SUBGRADE SHALL BE GRADED cn MINIMUM OF 6" THICK. TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95% OF THE MAXIMUM co 9. INSTALL HANDICAP RAMPS PER -C O.B. STD. DWG. ST -10, AND AS MODIFIED DRY DENSITY IN ACCORDANCE WITH ASTM D-1557. 14 BY CALTRANS REVISED STANDARD PLAN A -88A. 10. ALL MANHOLE AND LAMPHOLE FRAME AND COVERS SHALL BE SET 1/4" BELOW _ PAVEMENT GRADE-. 000{�1w 11. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED AT LEAST 2 WORKING - DAYS PRIOR TO CONSTRUCTION. 1-800-227-2600. STANDARD STORM DRAIN NOTES GENERAL 1. CONTRACTOR WILL FURNISH ALL MATERIALS, TOOLS, LABOR, EQUIPMENT AND SUPERVISION NECESSARY TO COMPLETE INSTALLATION. 2. ALL MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD CITY OF STANDARD DRAWINGS SW -4, SW -5, AND D-18 AND SECTIONS 70-1.0 AND 7 OF THE KERN � CALIFORNIA STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA, DEPARTMENTT OF TRANSPORTATION, CURRENT EDITION. 3. BACKFILL AND COMPACTION OF TRENCHES SHALL BE IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWING ST -22, EXCEPT THAT THE TOP 2'-6" SHALL BE 90% REGARDLESS OF LOCATION. STREET 4. COMPACTION TESTS WILL BE THE SUBDIVIDERS RESPONSIBILITY. THE NUMBER AND LOCATIONS OF THE TESTS SHALL BE DETERMINED BY THE ENGINEER. 5. ALL EXISTING IMPROVEMENTS, (CURB, GUTTER, SIDEWALK, CROSS GUTTER, FENCES, ETC.) THAT ARE REMOVED, DAMAGED OR UNDERCUT SHALL BE REPAIRED OR REPLACED AS DIRECTED BY THE ENGINEER. 6. ALL EXISTING PAVING AND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE REPLACED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWING ST -6, EXCEPT AS NOTED ON PLANS. 7. ALL REINFORCED CONCRETE PIPE SHALL BE CLASS III PER ASTM SPECIFICATION C-76, EXCEPT AS NOTED ON PLANS. , 8. WATER JETTING AND FLOODING SHALL NOT BE USED FOR BACKFILL COMPACTION FOR FLEXIBLE PIPE. 9. MANHOLES SHALL BE TYPE "A" FOR PIPES UNDER 48" IN DIAMETER AND TYPE "B" FOR PIPES 48" IN DIAMETER OR LARGER, UNLESS NOTED OTHERWISE. 10. UNDERGROUND SERVICE ALERT (USA) SHALL BE NOTIFIED AT LEAST 2 WORKING DAYS BEFORE CONSTRUCTION. TELEPHONE 1-800-227-2600 11. CONTRACTOR TO CALL FOR USA LOCATE AND POTHOLE ALL MARKED UTILITIES THAT CROSS OR ARE WITHIN 5' HORIZONTAL DISTANCE OF SEWER AND STORM DRAIN LINES. VERTICAL AND HORIZONTAL LOCATION SHALL BE ASCERTAINED BY THE CONTRACTOR AHEAD OF ANY EXCAVATIONS TO VERIFY THAT THE PROPOSED DESIGN DOES NOT CONFLICT WITH ANY I ENGINEER SHALL BE NOTIFIED IN OR UTILITIES. IN THE EVENT A CONFLICT EXISTS THE DER TO REDESIGN THE ALIGNMENT. IF RELOCATION OF EXISTING UTILITIES IS DEEMED NECESSARY THE CONTRACTOR SHALL BE COMPENSATED FOR INSTRUCTED RELOCATION. IFREDESIGN OF THE ALIGNMENT REQUIRES ADDITIONAL FITTINGS, PIPE OR EXCAVATION THE CONTRACTOR SHALL BE COMPENSATED FOR REVISION. IN THE EVENT A UTILITY IS DAMAGED THE CONTRACTOR SHALL BE WHOLLY RESPONSIBLE FOR ITS REPAIR. 12. CONTRACTOR SHALL VERIFY LOCATIONS AND ELEVATIONS OF EXISTING SEWER AND STORM DRAIN LINES THAT NEW SYSTEM TIES INTO PRIOR TO TRENCHING. ANY DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER SO THAT ANY NECESSARY ADJUSTMENTS MAY BE MADE. UTILITIES SHALL BE THOROUGHLY RESEARCHED AND LOCATED BY CONTRACTOR PRIOR TO TRENCHING. CROSSING UTILITIES SHALL BE DAYUGHTED AND CHECKED FOR GRADE, BY CONTRACTOR PRIOR TO TRENCHING. 13. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN ACCEPTED STREET RIGHT-OF-WAY. DEPOSIT BASED ON APPROVED LESS SECURED BY A SUBDIVISION AGREEMENT A DEP ENGINEER S UN , ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT-OF-WAY AND INSURANCE SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. �\ a C '0001* 00001, � LOCATION MAP 000 0 � SCALE: 1 =200' I 0000 00000 i 00000 400000000 ,\ is T.29 S., R.29 E. CONSTRUCTION PLANS PHASE 5 FOR PARCEL MAP NON' 110,13 MASTERSON STREET MAOM PROJECT SITE ave -J j Vf T.29 S../ R.29 E. STA7f H/A'1WAY f7B19 20 T.29 S., R.29 E. T.29 S., R.29 E. G1 t3 I� 6' WING W/2 /4) J � ` CENTERLINE STORM DRAIN LIP CURB AND GUTTER FLOWLWE CURB AND GUTTER b S I D E W A L K o ' - - in CENTERLINE STORM DRAIN W 6' WING L A N D S C A P E TYPICAL CATCH BASIN ---LOCATIOWAT CURB RETURN LIST OF MATERIALS. ITEM UNIT TOTAL A.C. PAVING TONS 6536 AGG. BASE CUYD 3710 SUBGRADE PREPARATION SQYD 34503 CURB AND GUTTER LF 3435 SIDEWALK SF 18893 HANDICAP RAMPS SF - MEDIAN CURB LF - METRO STREET NAME SIGNS EA 2 STOP SIGNS TRAFFIC CONTROL SIGNS EA 19 9500 LUMEN STREET LIGHTS EA 4 22000 LUMEN STREET LIGHTS EA - MONUMENT ENCASEMENTS EA 4 INTERCONNECT PULL BOXES EA 7 INTERCONNECT CONDUIT LF 3578 STRIPING LF 4692 STRIPING MARKINGS SF 130 NOTE: 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. TELEPHONE 326-3049 2. COMPACTION TESTS WILL BE THE SUBDIVIDERS RESPONSIBILITY. NUMBER AND LOCATION OF THE TESTS TO BE DETERMINED BY THE CITY ENGINEER. 3. ALL MATERIALS SUPPLIED FOR THIS PROJECT WILL REQUIRE A CERTIFICATE OF COMPLIANCE STATING THAT THE REQUIREMENTS & STANDARDS AS SET FORTH BY THE CITY OF BAKERSFIELD HAVE BEEN MET. 0 0 O z LJ � w z w � J_ U 0 z w z rn M N L 0 rn � I S `t o O 00 r O z Z L m W CJ 0 w c0 : o _� O v7 v N W m W m o M U IL L EN GI N EER'S STATEM EN T 41 co' 04 o MO J J MAP THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR 2, co NO SCALE UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND a z x i3 BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, fl- �� w AND DESIGN CRITERIA AND INCLUDE ALL IMPROVEMENT REQUIREMENTS �`P 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 C THOSE ORDINANCES, STANDARDS AND DESIGN CRITERIA SHALL BE, BENCH .MARK: CORRECTED DURING CONSTRUCTION. U.S.G.S. Y-292, ELEVATION = 782.57 B.C. IN 9"-CONC. PAD 14.5' N.W. OF - STREET SIGN AND 51.50' FROM CENTERLINE OF HIGHWAY 178 AND LENE PLACE. z o ,- - APPROVED BY: ROGER A. McINTOSH R.C.E. 33322 DATE j - - EXP. 6--30-06 IN ACCORDANCE WITH THE CONDITIONS OF THE VESTING TEN-TATIVE PARCEL _ MAP, THE IMPROVEMENT PLANS HAVE BEEN REVIEWED -BY THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT. SHEET INDEX 1. COVER SHEET APPROVED BY: RAUL M. ROJAS PUBLIC WORKS DIRECTOR DATE R.C.E. 39880 EXP. 12-31-07 ,- _ 2. MASTERSON STREET (STA. 10+00.00 TO 22+00.00) 3 MASTERSON STREET (STA. 22+00 00 TO 36+00.00) • REVIEWED BY: 4. MASTERSON STREET (STA. 36+00.00 TO 51+00.00) ASSISTANT PUBLIC WORKS DIRECTOR - acs 5. MASTERSON STREET (STA. 51+00.00 TO 57+41.66) a 6. STRIPING PLAN i� _ REVIEWED BY: � ARTERIAL STREET C LENGTH LF 3542 - - TRAFFIC ENGINEER z SAWCUT LF 709 0 F1 p i+i p 111 L 5 -co - ' 1 SHEET NO. INDEX \ VACANT LAND 1� ,- \ i e >n I: M \ i a I W r mooai U. 0 � I1 u , O w Y Y v w UJ >�_=� w� op mmC N M 10 0 0 � o 0-wa fIL cn co y) 14 000{�1w NNNO > -» Ckl co cp CDWood, r O co N 0 ���� • REVIEWED BY: 4. MASTERSON STREET (STA. 36+00.00 TO 51+00.00) ASSISTANT PUBLIC WORKS DIRECTOR - acs 5. MASTERSON STREET (STA. 51+00.00 TO 57+41.66) a 6. STRIPING PLAN i� _ REVIEWED BY: � ARTERIAL STREET C LENGTH LF 3542 - - TRAFFIC ENGINEER z SAWCUT LF 709 0 F1 p i+i p 111 L 5 -co - ' 1 SHEET NO. INDEX \ VACANT LAND 1� ,- \ i e >n I: M \ i a I A^ 7 W r U. 0 A^ 7 24" RUNE +� 4" BRASS CAP MARKED�AFR C L.S. 1091 DOWN 6" FOR `cry \ 44- 4+ o �i SE COR. SEC. 17, 29/29 PER jn FILED MAP 7-1, BK. 4, PG. 115 £q� IAI 41, J F _ FE.ITURE_.._\ t z N N •r" ` y N 41661 I _ GRADE BREAK I.V.C. ' - _ \� ? k ao°°cd 15+73.94 C.L , 20.00E O ` ` `? v o _ - - 1 -- -- I"7 WO ... •--- ZION STA. 15+79.21 E.P. - _ BENCH -/- - - - - - � � INT gip; �, "' -�: • b � � = c., � (0 gt,4. „ C �ROAD DEDa� INS UMENT 3 lcr ----- _---- ------ D 63 89`T ` �! r I.V.0 gY SEPER - - - - - - b 20+7� p C m o } �� \-STA 20+90.0 P .20.0 �� -FUTURE EDI N - - - - - - - - oN PROPOSED EDGE OF PA St�•1PC\� �rn.3 �¢.48T GRAOEBR A97 CL., 20.00LT _ - - -_- ----- } - _ __ - _ _ - - - _7 ---- ------ EE (R PNS \1 4 S� �iy1i STA. 13+93.41 E.P - _ - _ _ 16+00 - t17+ 0 - 1 +0 - - - - - - - 19+100`_ - ��`gR`\ \� �� �` -4: co --- -� 4 n� - - - _ - - _ " " • • • aH tk, Z4, 5t0�1P \ `\ � nPOS*D ED (Oro-PAMMET 1 q - - - - - - TO • -�cr \ �' / (U • g -b L) -.`-. ; '� � � � W3 1 . _.- - '" _ -- -' '=-- - __.._ -- -- "" - R -------------.- CH� 7 _ t/1 _ STA. 20+ 0.0 � y�`J 1 �� � GR R• 1 18. EP � 30» T � '" - - MONUMENT P..C• +a= BREAK .LV.C. , -t .> GRADE _ " p C• �� - j 2 T.- SO ,. \ � - �. a� � S� P• ' 11 � � - _ S 15+00.00 L• 20.00R - - - 1�1'1917E RAD STA. 15+73.94 C.L., _ - _ - - - _ - _738 43 RAD E�1N • +68.75 E.P. _ � `�' DEUNfAT • � -STA 15__ - - _ • • • Lt! a • _ STA. 20+ -- � -3 89.78 K RT- -J o 3 REA 20,00 ✓ � R[w p - ��- \ � \ � Sj P� X46 9 -- -- _ � :- ' �' /� GR .p0 C• ,...,�----.. UTURE �$�) \ \ S 0 o �� � � "(P• � r'' , --- t„ �� STA. 13 +g6.6 PARCEL OF � J Z w + C)gL)-�` } ARCEL P C1., gg I 1ty�LE`}7C 1 OF ((� b L) , NO. 8362 �� EP' .. L,Q CM'� s / ,1. �� ARC MAF NO 57 1 o • `5 \ \ / �s S A 1 AI" pts 5r�•OOR .�ii��, vl v' N U4 ZO 4� � 012} 35 7s ? t C\- �, FUTURE RS�C�ON A• �\ wlfo O SCR 10X5 �Q ' o v� o� ��O DOpO�P�' \ �i S� �0�5 / m + cv 159k m%4"i ST*kl*04r 15Q F e� A.c.. _ _ ,_ - - _ - � O$41 ' rG i_RSQN STREET > MASTE% I w 4 r T , STA. 10+00.00 10 22+00.00 SCALE: 1" = 50' HORIZONTAL 1 = 5 VERTICAL 1�8 �vr., �-�- c,� C5 t- t ' S tO �, -tet• £Q N M h O M O O iT N O _ - - _ N d- Q�pF co p� O a C5 dam• ap Lsl dam' c ft .6 I� r � j IO j n nn JJ w WW w� (> ` ■ O 0) �Q� Cvo� z u_ I Ld a� W U 00 o�v N w w m CURVE TABLE I � 1 i CURVE RADIUS LENGTH TANGENT DELTA 1 30.00' 47.31' 30.19' 90'21'42" 2 30.00' 47.95' 30.84' 91'35'13" 3 2020.00' 1043.10' 533.46' 29'35'12" 4 2000.00' 500.00' 251.31' 14'19'26" 5 2000.00' 200.00' 100.08' 05'4346" 6 2048.00' 123.18' 61.61' 03'26'47" 7 1980.00' 1133.16' 1 582.57' 32'47'26" 24" RUNE +� 4" BRASS CAP MARKED�AFR C L.S. 1091 DOWN 6" FOR `cry \ 44- 4+ o �i SE COR. SEC. 17, 29/29 PER jn FILED MAP 7-1, BK. 4, PG. 115 £q� IAI 41, J F _ FE.ITURE_.._\ t z N N •r" ` y N 41661 I _ GRADE BREAK I.V.C. ' - _ \� ? k ao°°cd 15+73.94 C.L , 20.00E O ` ` `? v o _ - - 1 -- -- I"7 WO ... •--- ZION STA. 15+79.21 E.P. - _ BENCH -/- - - - - - � � INT gip; �, "' -�: • b � � = c., � (0 gt,4. „ C �ROAD DEDa� INS UMENT 3 lcr ----- _---- ------ D 63 89`T ` �! r I.V.0 gY SEPER - - - - - - b 20+7� p C m o } �� \-STA 20+90.0 P .20.0 �� -FUTURE EDI N - - - - - - - - oN PROPOSED EDGE OF PA St�•1PC\� �rn.3 �¢.48T GRAOEBR A97 CL., 20.00LT _ - - -_- ----- } - _ __ - _ _ - - - _7 ---- ------ EE (R PNS \1 4 S� �iy1i STA. 13+93.41 E.P - _ - _ _ 16+00 - t17+ 0 - 1 +0 - - - - - - - 19+100`_ - ��`gR`\ \� �� �` -4: co --- -� 4 n� - - - _ - - _ " " • • • aH tk, Z4, 5t0�1P \ `\ � nPOS*D ED (Oro-PAMMET 1 q - - - - - - TO • -�cr \ �' / (U • g -b L) -.`-. ; '� � � � W3 1 . _.- - '" _ -- -' '=-- - __.._ -- -- "" - R -------------.- CH� 7 _ t/1 _ STA. 20+ 0.0 � y�`J 1 �� � GR R• 1 18. EP � 30» T � '" - - MONUMENT P..C• +a= BREAK .LV.C. , -t .> GRADE _ " p C• �� - j 2 T.- SO ,. \ � - �. a� � S� P• ' 11 � � - _ S 15+00.00 L• 20.00R - - - 1�1'1917E RAD STA. 15+73.94 C.L., _ - _ - - - _ - _738 43 RAD E�1N • +68.75 E.P. _ � `�' DEUNfAT • � -STA 15__ - - _ • • • Lt! a • _ STA. 20+ -- � -3 89.78 K RT- -J o 3 REA 20,00 ✓ � R[w p - ��- \ � \ � Sj P� X46 9 -- -- _ � :- ' �' /� GR .p0 C• ,...,�----.. UTURE �$�) \ \ S 0 o �� � � "(P• � r'' , --- t„ �� STA. 13 +g6.6 PARCEL OF � J Z w + C)gL)-�` } ARCEL P C1., gg I 1ty�LE`}7C 1 OF ((� b L) , NO. 8362 �� EP' .. L,Q CM'� s / ,1. �� ARC MAF NO 57 1 o • `5 \ \ / �s S A 1 AI" pts 5r�•OOR .�ii��, vl v' N U4 ZO 4� � 012} 35 7s ? t C\- �, FUTURE RS�C�ON A• �\ wlfo O SCR 10X5 �Q ' o v� o� ��O DOpO�P�' \ �i S� �0�5 / m + cv 159k m%4"i ST*kl*04r 15Q F e� A.c.. _ _ ,_ - - _ - � O$41 ' rG i_RSQN STREET > MASTE% I w 4 r T , STA. 10+00.00 10 22+00.00 SCALE: 1" = 50' HORIZONTAL 1 = 5 VERTICAL 1�8 �vr., �-�- c,� C5 t- t ' S tO �, -tet• £Q N M h O M O O iT N O _ - - _ N d- Q�pF co p� O a C5 dam• ap Lsl dam' c ft .6 I� r � j IO j n nn JJ w WW w� (> ` ■ O 0) �Q� Cvo� z u_ I Ld a� W U 00 o�v N w w m 0 LEGEND: - ABBREVIATIONS F.L. FLOWLINE POVC POINT ON VERTICAL CURVE C.L. 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 OF VERTICAL CURVE FC FINISH CONCRETE EP EDGE OF PAVEMENT 0 FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STI). ST -13. U EXISTING SURVEY MONUMENT FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. -�- FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. STD. ST -14. FURNISH & INSTALL STREET LIGHT -22000 LUMEN PER C.O.B. STD. ST -14. LEGEND: (CONT i G W J U z r LO � z J to I � 1 i 0 0 NOTES: "B" BENCH O1 CONSTRUCT TYPE CURB & GUTTER PER C.O.B. STD. ST -1. R1-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: - - - - - - - - - - - - PROPOSED SAWCUT LIMIT LINE LO i "Rt -1" - STOP "W31(CA)" - CURVE ARROW TS FURNISH & INSTALL TRAFFIC SfGNAL CONDUIT o CONSTRUCT 5.5' WIDE COMBINATION SIDEWALK PER C.O.B. STD. ST -3. � "R4 -7b" - KEEP RIGHT :W31(CA) - END " ', FURNISH &INSTALL IRRIGATION CONDUIT m o a "R6-1" - ONE WAY W3-3" -SIGNAL AHEAD �R 3 O STANDARD SPECIFICATION 8010-21C-19. "R5-1" - DO NOT ENTER "W14-1" - NOT A THROUGH STREET " "W14-2" - NO OUTLET is FURNISH &INSTALL INTERCONNECT CONDUIT ® o I R26(CA)" - NO PARKING r m "R3 -5r" - RIGHT TURN ONLY "W1-7" - DOUBLE ARROW "R7-9" - NO PARKING/ "W1-6" - SINGLE ARROW m o Z Q y BIKE LANE "W4-2" -LANE END MERGE LEFT "RB1(CA)" - BIKE LANE W CURVE NUMBER FOR CURVE DESCRIPTION O6 EXISTING A.C. TO BE REMOVED. -- 0 LEGEND: - ABBREVIATIONS F.L. FLOWLINE POVC POINT ON VERTICAL CURVE C.L. 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 OF VERTICAL CURVE FC FINISH CONCRETE EP EDGE OF PAVEMENT 0 FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STI). ST -13. U EXISTING SURVEY MONUMENT FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. -�- FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. STD. ST -14. FURNISH & INSTALL STREET LIGHT -22000 LUMEN PER C.O.B. STD. ST -14. LEGEND: (CONT i LEGEND: (CONT) CONSTRUCTION NOTES: "B" BENCH O1 CONSTRUCT TYPE CURB & GUTTER PER C.O.B. STD. ST -1. R1-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: - - - - - - - - - - - - PROPOSED SAWCUT LIMIT LINE i "Rt -1" - STOP "W31(CA)" - CURVE ARROW TS FURNISH & INSTALL TRAFFIC SfGNAL CONDUIT O CONSTRUCT 5.5' WIDE COMBINATION SIDEWALK PER C.O.B. STD. ST -3. "R4 -7b" - KEEP RIGHT :W31(CA) - END " ', FURNISH &INSTALL IRRIGATION CONDUIT PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS "R6-1" - ONE WAY W3-3" -SIGNAL AHEAD �R 3 O STANDARD SPECIFICATION 8010-21C-19. "R5-1" - DO NOT ENTER "W14-1" - NOT A THROUGH STREET " "W14-2" - NO OUTLET is FURNISH &INSTALL INTERCONNECT CONDUIT ® INSTALL 2 - 3" BLANK CONDUITS FOR FUTURE TRAFFIC SIGNALS. I R26(CA)" - NO PARKING "R3 -5r" - RIGHT TURN ONLY "W1-7" - DOUBLE ARROW "R7-9" - NO PARKING/ "W1-6" - SINGLE ARROW TP,3 Tis Tgs FURNISH & IN TALL SPLICE BOX FOR INTERCONNECT TR3=N0. 3 1%52 SIZE TRS=No. 5 SIZE TR6=N0. 6 slzE SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER. BIKE LANE "W4-2" -LANE END MERGE LEFT "RB1(CA)" - BIKE LANE O CURVE NUMBER FOR CURVE DESCRIPTION O6 EXISTING A.C. TO BE REMOVED. -- STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS O TAPER NUMBER FOR TAPER DESCRIPTION 7O EXISTING RETURN &HANDICAP RAMP PER PHASE 2 IMPROVEMENTS. 0 STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS ® ITEM OF WORK - SEE SCHEDULE j Z GC CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. SECTION DESIGNATION: NOTES', S SEWER - REFER TO SEWER & STORM DRAIN PLANS SECTON LETTER 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN _ co� N A noo co'n '-� PLANS AND DETAILS. SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. _ _ _ _ 2. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS Q SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. SHEET WHERE 2 SECnON IS SHOWN SLOPE ® 21 PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. FENCING AND LANDSCAPING 2% SLOPE 0 2:1 0- TO MATCH v c+vn �j 3. CONTRACTOR TO REPLACE ALL Q Qj TO MATCH PROPOSED A.C. ` io THAT IS DAMAGED DURING CONSTRUCTION. 11 -- -BENCH i - BENCH j S v ', 3 Lu 3 I W LLJ�o Z M N a:J j Z GC CO w _ co� N noo co'n '-� I Z C4~ SLOPE ® 21 2% 2% SLOPE 0 2:1 0- TO MATCH v c+vn �j t- O Q Qj TO MATCH PROPOSED A.C. ` io NW V_ o M Nw IPAVING / - _-�� z /Myam f.i. to -�- -- J , -- In 0 - - I 7 89 LF OF 30" RGA -RCP ® 0 347o INSTALL /F� TEMPORARY SIPHON 2 SCALE 1"=10' � K n C4 o� n E 4SEMENT PER A !! 0.62 AC/FT PROVIDED o D3C. NO. o BTM. ELEV. 35.00 C> ,9 84.63' co DATED co �r > CJL > J -jJ �� p. J •I i! ° v J M�. .Z�J,V `W .�.t (3 ✓'�`�........ w oriLo 00Lai 41' 5 a 313.57' 157.10 1 cx uir- NW INSTALL 73.42 LF OF 18" RGJ-RCP 9 0.11% 't -F FV -W � ao0` � K s o� TEMPORARY SUMP -0.61 AC/FT REQUIRED A !! 0.62 AC/FT PROVIDED o SCALE: 1" = 50' HORIZONTAL o BTM. ELEV. 35.00 crnn cr 84.63' co co co �r > CJL > J -jJ �� O �a ° v Y M�. - --- - 6IR c� M ✓'�`�........ w oriLo 00Lai � K u Cl o� CURVE � U z No � n J 0 57 r - w oro' - Q�Nm J NN Ul)',W li ^' m = NN ' m r- r- !- d ++ J ++ r V NN ¢w O w O U w 0 NN EXISTING OVERHEAD POWER w' "`' = MM CL ,-aa Ud a o¢ o v�� ada -i v a rr LINES AND POLES TO BE 0 ¢¢ r < 3 I m r r Ow r a a F_ cncn o rncn RELOCATED BY OTHERS. z crnvri W `� o w 1 va cn / zo O r r X / X LANDSCAPE UMI / W a- xc� cn cn R W\ R W �m V) Q m o o: g �_ - - - D - `� X F X X - 7- R7-9 = _j N,� W • • • • • 2 2 in2 Cn Y/ J _ - ui TV • • • TV • " SPAG G Td ,TV - TV ani _. • }x,73.42= _ EXIST. 24 WATERLINE PER CAL -WATER - ROPOS Eta E OF P Tv �14- -2 I a OPOSED DGE NT _ __v - off-- - " TO -air - - - ew_- _ T--- -- _T�__`-T = - =3t - -=� = T= _- '_W7 5--00 25+00 ----- _ --- --- 27+ --- N00'21'29�E _0 _588. 6_ 29+00 30+O ----- ---------- 32 0 -- ------ 33+0N00'23E -- 00 ---- 35+ 0 �t0"-S - -- - R----tr--1 -- --- - -- - �� _, _,,_• - s _ _ _ _ _� BENCs s S ' BENCH s- J - - _ _ 20' WIDE CITY OF BAKERSFIELD _ = - - _ --- _- _ -_---_._.._ - -_ - --- _--------- _ _ -- _.-_._-_-- _.--..._..,_ BAKERSFIELD ROAD EASEMENT _ - ' • -• 3 - - - - - - ` - - - - - - - - - - - - - - - - - - `- _ - - - - - - - - + - -� FUTURE MEDIAN - - \ \ FUTURE MEDIAN _ PER BK. 4349, PG. 751 O.R. �'! _ . - • - - - - - \ II _ EAST LINE OF - `a'7 '" N - ' w • - EXIST. 15 SEWER LINE' w \ + --- ,_ BENCH � - ° TION 1 r • - - - - o Q I SEC 7, 29/29 cn o rn \ o = J o cn L0 C3 r t,i rh Ja a UW a o� F4Nuj �4i xo� �' I LJ NM 41658 R + wow zo a JX a oFU�m / ¢ o�ci I 5 ' E CITY OF BAKERSFIELD , - mO' d `c' FUTURE � w o,ri =� + ci' �.-o Nr ,nrn 1 U7M m I z NOco 0 C> \ \ \ z }ao = M 1 N o J z �ioo m + I ROAD EASEMENT PER BK. 6602, ca„ ,.,,.�,��'"` + O • `'r 1 r N tfj LJ %�'^�.U' U r Cj • + NN ) n I PG. 1160 O.R. a +o � ± _.-_.�- - \ 1 = MM N O .1 , W O U O zz ui cn CL I j,+d. m W MM M - U Q r w o _ w o ? .tea _� W NN a ¢¢ -� �- CITY OF BAKERSFIELD SPECIFIC PLAN LINE �- da m U) ZrO =N -tU -t QQ J �F-r UQd cnQ Qrr _. -J= c+v ,N., �a Y eco °O vZ w urivri z H1a- o NN ¢ �N W N FOR STATE HIGHWAY 178 PER RESOLUTION cncn <w 7, 1995 t oui UJ m ++ MASTERSON STREET N0. 83-95 APPROVED MAY 1 ��' U' Z o� o NN SV3�� �' STA. 22+00.00 TO 36+00.00 I "a ._0100 -_ I f M -T = 04 NN NN CURVE a J W LENGTH In ft1go•V v,,,�, SCALE: 1" = 50' HORIZONTAL 2048.00' crnn cr 84.63' 04'43'58" • N 151.92' 1" = 5' VERTICAL Ac.w --- - - A - - - 81.55' 04'43'02" - --- - 6IR c� 147.42' 73.74' 04'15'57" 5 2000.00' 313.57' 'T a G► JIM rn cu z 0-1Lu w 144 o z a !Aa� o CURVE TABLE J CURVE RADIUS LENGTH TANGENT DELTA 1 2048.00' 169.17'• 84.63' 04'43'58" 2048.00' 151.92' 76.00' 04'15'01" 3 1980.00' 163.01' 81.55' 04'43'02" 4 1980.00' 1 147.42' 73.74' 04'15'57" 5 2000.00' 313.57' 157.10 1 08'58'59" 'T a G► JIM rn cu z 0-1Lu w 144 o z a !Aa� o to J o I T 18" DRAIN r � -- a 0 to � 3 SCALE 1"=10 ORIZ. ao _ 1'=5' T. Z ap L) > M Z C7 a CL m 0 y M� N m 0 N NW INSTALL 73.42 LF OF 18" RGJ-RCP 9 0.11% o 1- } r m m o W � U o v � • Ro'� - l �� �� •..�@ ��i" L1 - --' - - \2 �. �� i � ���FoOD oo "jc ,�.) DT F-Zp �� �Z-� rj 5 y I� Cq >:Lj �Q!� >; W W W m w - - 04 • _ � J 'T O�'O') rl: dam' W W W W U __- - - -_ - Z N tDd' 1� t0 J� + r �� ^ r w> 1p Z o _ = M 752 y� W d' •- II w N 1` ? N O -- Q N J HIGH PT. STA.: 27+75.01 HIGH PT. ELEV.: 747.96 OW PT. STA.: 24+06.91 A= -0.25q V PT. ELEV.: 746.35 POVC A = 1.71% VERT. CURVE a i I 742 740 R/W } � J I T 18" DRAIN ca -- a 0 GM SEC NW 3 SCALE 1"=10 ORIZ. ao _ 1'=5' T. ap L) > M Z C7 �M CL y M� N m Q> N NW INSTALL 73.42 LF OF 18" RGJ-RCP 9 0.11% 1- 17, 4 V) owe 2 >ry w cnp m ao 00 V CS �o:: w a w a - o O (N Cn W W (D C.0 _ W O a 0 o u7 i E 3 f _EXISTING _ _ _ r 1 e ? ITER INE r �� 744 O 736 ", ..'" O 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 32+50 - 22 7, I SIDEWALK I 2% , 1 , 2 TEMPORARY SUMP 3 INVERT 18 DRAIN - � O J J� Z C�> _d UZ fn <0z m 4Oo , 00 tD U ro nr- +M Q N O N> L) in .4L W t¢ -J NW �W INSTALL 26.84 LF OF 18" RGJ-RCP ® 23% Z15 « LJ 200.00 FT. VERTICAL CURVE 55' q MASTERSON ST. 25' 48' ` 20' E.P. SLOPE 0 2:1 2% 27o t --TO MATCH I T 18" DRAIN z -- a 0 GM SEC NW 3 SCALE 1"=10 ORIZ. ao _ 1'=5' T. ap L) > M Z C7 �M CL y M� N m Q> N NW INSTALL 73.42 LF OF 18" RGJ-RCP 9 0.11% LEGEND: ABBREVIATIONS F.L. FLOWLINE POVC POINT ON VERTICAL CURVE C.L. CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSEC11ON 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 OF VERTICAL CURVE FC FINISH CONCRETE EP EDGE OF PAVEMENT Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. Q EXISTING SURVEY MONUMENT FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. - ©- FURNISH & INSTALL STREET IJGHT-9500 LUMEN PER C.O.B. STD. ST -14. --*- FURNISH & INSTALL STREET LIGHT -22000 LUMEN PER C.O.B. STD. ST -14. .. _. 42 d co ..�.-- 740 z ch 30 O H • an w N ,e LEGEND: (CONT) LEGEND: (CONL CONSTRUCTION NOTES: > � R1-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: PROPOSED SAWCUT LIMIT LINE 1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. 11=ca "R1-1" - STOP "W31(CA" - CURVE ARROW Ts FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT O CONSTRUCT 5.5' WIDE COMBINATION SIDEWALK PER C.O.B. STD. ST -3. W "R4 -7b" - KEEP RIGHT "W31(CA)" - END »R6-1" - ONE WAY "W3-3" - SIGNAL AHEAD IR FURNISH & INSTALL IRRIGATION CONDUIT O PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER_ CALTRANS N I= "R5-1" - DO NOT ENTER "W14-1" - NOT A THROUGH STREET STANDARD SPECIFICATION 8010-21C-19 02 1.- "R26(CA)" - NO PARKING "W14-2" - NO OUTLET Ia FURNISH & INSTALL INTERCONNECT CONDUIT O INSTALL 2 - 3" BLANK CONDUITS FOR FUTURE TRAFFIC SIGNALS. v� Chi "R3 -5r" - RIGHT TURN ONLY "Wt -7" - DOUBLE ARROW TR3 Tg5 T.6 FURNISH & IN TALL SPLICE BOX FOR INTERCONNECT . "R7-9" - NO PARKING/ "WI -6" - SINGLE ARROW TR3=N0. 3 1/S2 SIZE TR5=No. 5 SIZE TR6=No. 6 SIZE O SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER.. Z "tri BIKE LANE "W4-2 - LANE END MERGE LEFT "R81(CA)" -BIKE LANE O1 CURVE NUMBER FOR CURVE DESCRIPTION o O6 EXISTING A.C. TO BE REMOVED.co 1 t!� -- o STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS a TAPER NUMBER FOR TAPER DESCRIPTION z Cc E U7 EXISTING RETURN & HANDICAP RAMP PER PHASE 2 IMPROVEMENTS. 4 ui w ® STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS ® ITEM OF WORK -SEE SCHEDULE W CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. Q SECTION DESIGNATION: NOTES: c s SEWER - REFER TO SEWER & STORM DRAIN PLANS SECTION LETO 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN .c a ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. _ _ _ _ _A PLANS AND DETAILS. ® SEWER CLEANOUT -REFER TO SEWER &STORM DRAIN PLANS. 2 2. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS SHEET WHERE SECTION IS SHOWN PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. W 3. CONTRACTOR TO REPLACE ALL FENCING AND LANDSCAPING IU; THAT IS DAMAGED DURING CONSTRUCTION. I v 5 I- l loi3 � U) 0 V Q N 0 0 0 N N 3 a 0 0 0 6 7 Ln 0 a V) 11 / i x / 0 0 0 Ln rq 0 / r v w O 0- O u n it 11 it J II W o o o o PANORAMA DRIVE o f �� 06 o w o f oo do of SEE PHASE 2 co w o CD C) w ¢ m "' do IMPROVEMENT PLANSLO - m: m J_I ''� Zcr -j Z� �' -j I II U4. F JJ W J h .J J .. I I I�� ULi w J -I �� m< mW U� C',, t it II t� Ing NC3 LL. o� �. = W N �� r 0q L� �� .�{ �.� i it I tip w No I o co Z OM �m tM '4- Lu CT! i Z CVO N,n �I sGr �-b• �Ad II (� ++ ¢ ++ Z O 06 to VN J CDM1100 (+O� J~ + 04iR + d ++ a_ IjsF Q, 5 g` O� I N �V �� t F..- tOA I� -� ++ OO = MM /'�! Q� 1010 M Q� M J do'd• J `^d'� TS 7 U C� QQ U ` W v~ic~i> ff �� zQ v~i ?� v~i a civ~i a v~ic~i� ✓ ��- ro c~i>c~i> / I , ♦` 4i cnrn LANDS LIMITS w '-I- N� uj w = R/W LANDSCAPE LIMITS / j ► \ io R26(CA W z co1£- ie 1 _...=C '-�.-_�C- -4 - --.1C - - - - - - - --IC 17 10,/ IC \ IC tC co _ R26LCA _ ____� __ -- J W-- - �__ _ - - - - 26(CA)/R8T(LA) - - - --w x 1 2 Lu t IF -4w wto uio PROPOSED EDGE OF PAVEMEN ;t, Y� ri �XIST. 24" WATERLINE PER�AL-WATER _ _ _ _ _ _ _to _ _ �4 - _ _ Z - - 3 0 - - - - - -_- 37+p�� - _ -- - -38+00 - ---- 0'21 53 E 39� +0 _ _ - - --- ..,.., - - ----oH--- ---4*�E;-- -la- �- --- ---- - - - - - - - - - _colt= - - -_- -- - -- - -offer oma- ° Ir ---- Z_ o �UL J s ��� _ - - - = = _ N 52021�� - - - _ 40- - - -.- - 761,L7 41+00 - - - - - - 43+00 - ---- - ttt���"""--- - -- _- -+ -- - �- -- -- _ .,.,,. ,..... -" �,.� - ____ "iii s - s s E t s r- - - - - - - 44+ 0 N00'21'53"E 45+00 - - - -,- - - - - - - 1 00'21'5 "E 21 39 3' =# '�I -s --- ------- --- 1 420.89 5" SEW N 317.55 V BENCH �` � I s BENCH---' s 14I s- - s ' II n / ¢ m 1 u ( z J w t EXIST. 15" SEWER UNE 9 11. EAST LINE OF 11 FUTURE MEDIA o 11 °' i v FUTURE M IAN SLOPE 2:1 t ►� EXIST. 15 WER UNE I ' Q o w J J - °¢ " EAST 6 E OF R n ,n o = o SECTION 17, 29/29 ,,.� cn o 0 0 -' k`' o o + SECTION 1 9/29 -I -- w J -- - -- -- -- -- -- -- -- -- -- I I ,n TO DAYLIGHT � 2.Z�e az o Z.�j� �' I o w (.SLJ --I Q- ! -. -.. (n d I o ♦ a U W J Lj (3 LjJ ) ,., -.1 d U -� O_ J J -1 O- U • \ fT9 -t fl W J \�ww-s o�oo $- �4i Lor- w ocn om(A IA 7< t� i a ciw R� w f- a. o'er' z UU a: dw u \ rn ULJ cwn - o00 �+ FUSE z N °�° 55' WIDE CITY OF AKERSRELD Z �tN moo, o t_ I i I I h� chi z �rn0 f5 z ~ r�ioi � civ ooi m o I o d I o 4i o a - u.i ,n o Ln � +� F- a W o0 0 ++ � o ted- ROAD E EMENT P R BK 6602 - MASTERSON STREET STA. 36+00.00 TO 51+00.00 - SCALE: 1" = 50' HORIZONTAL �� �`-�`cs T 1" = 5' VERTICAL _ 1 SL 4�>5� - ' o -1 � v.1�. O'F •� O t7 LO rn W'n Lq J S W 756 N > - 06 754 752 -750 748 746 744 �3 44 -� 4% �. � I h w Iw U F" �M ¢ v ~ ¢ �' a F- 50+62.1.6 n w J o o �� PG. 116 O.R. ' p a \ w ++ NN d• st• W JO W = Ww p m F- Z+ W tv t7 I i t p 0 C7 p T� O a O"n ++ t[)tn d• d' p o � U W o Dao nt+o dd cn ( La 00 + I �� d- w Z o d ++ 00 0 0 W U (n W � ¢ cntn Io N Lq C9 Q r- CV r- F CJ9 CV r- >am W r .n ALL STATIONING SHOWN r) J >m �Q� CL �� w �.._ Y dd pQO PROPOSED N E.P. EXISTING RETURN &HANDICAP RAMP PER PHASE 2 IMPROVEMENTS. in=�W ¢ to (n ,>,, OR F.L. STATIONS. ¢ cn Cn o Z w o a w W J Z ¢ r -i (a > Z �- _Z ►- F- N� Z i- I- - w o ~ a w c.j - S a + 00 1. z N ® - _- Z¢¢ M N 0- �- to (0 (/)C/) d 05- ¢ to N _ _ Z - �N Q N N n. cn ��� PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 0 ^ 0 CONTRACTOR TO REPLACE ALL FENCING AND LANDSCAPING i=No W 752 U 00 V , Z ,� I I co _ (A W J Z d 1L d - 750 I 1 a a ?C w W J w S= z z MASTERSON STREET STA. 36+00.00 TO 51+00.00 - SCALE: 1" = 50' HORIZONTAL �� �`-�`cs T 1" = 5' VERTICAL _ 1 SL 4�>5� - ' o -1 � v.1�. O'F •� O t7 LO rn W'n Lq J S W 756 N > - 06 754 752 -750 748 746 744 �3 44 -� 4% �. � I h w Iw TAPER DATA 0 CE STATION OFFSET 50+52.16 64.00LT. 50+62.1.6 63.84LT. 50+72.16 63.38LT. 50+82.16 62.59LT. 50+92.16 61.50LT. 51+02.16 60.25LT. 51+12.16 59.00LT. 51+22.16 � 51+32.16 56.50LT. 51+42.16 T\ 51+52.16 Q 51+62.16 54.16LT. 51+72.16 � t0 -R26(CA)- - NO PARKING "W14-2" - NO OUTLET - RIGHT TURN ONLY *Wl-7' - DOUBLE ARROW Io N Lq NOTE: h r- CV r- V1 CV r- SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER. W r .n ALL STATIONING SHOWN r) _ w >m w CL �� w �.._ Y IN PROFILES ARE E.P. 06 TAPER DATA 0 CE STATION OFFSET 50+52.16 64.00LT. 50+62.1.6 63.84LT. 50+72.16 63.38LT. 50+82.16 62.59LT. 50+92.16 61.50LT. 51+02.16 60.25LT. 51+12.16 59.00LT. 51+22.16 57.75LT. 51+32.16 56.50LT. 51+42.16 55.41LT. 51+52.16 54.62LT. 51+62.16 54.16LT. 51+72.16 54.00LT. W w W V) w / ( 0 1 pi O w cd z " 75 C CO Z J Oo + O+ O + 45 46 m NN 47 W w W V) w / ( 0 1 pi O w cd z " 75 754 752 750 748 746 744 w 754 v 752 750 748 746 744 51 �� 14J _ v=i > w (W W I p z_I� J O 0) O M M H 0) � q �dMMy- O E �I Z w0 1 q J LLI w v 00 J r � w (0 O E � N x w Y q , m o 0 I� 0 z 0 m'� _38 39 40 41 42 43 44 45 46 m o W Y S U 47 - PROPOSED SAWCUT LIMIT UNE 48 49 50 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. bX "R1-1" - STOP "W31(CA)" - CURVE ARROW „ „ „ „ R4 -7b - KEEP RIGHT W31(CA) - END a > v FURNISH &INSTALL TRAFFIC SIGNAL CONDUIT 2 CONSTRUCT 5.5' WIDE COMBINATION SIDEWALK PER C.O.B. STD. ST -3. 0 -R6-1' - ONE WAY "W3-3" - SIGNAL AHEAD IR FURNISH & INSTALL IRRIGATION CONDUIT PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS -R5-1" - DO NOT ENTER 'W14-1" - NOT A THROUGH STREET J za O I -R26(CA)- - NO PARKING "W14-2" - NO OUTLET - RIGHT TURN ONLY *Wl-7' - DOUBLE ARROW Io FURNISH & INSTALL INTERCONNECT CONDUIT Lq NOTE: h r- CV r- V1 CV r- SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER. Mh ~ o .n ALL STATIONING SHOWN w _ w >m w CL Y w �.._ Y IN PROFILES ARE E.P. STORM DRAIN -REFER TO SEWER &STORM DRAIN PLANS PROPOSED N E.P. EXISTING RETURN &HANDICAP RAMP PER PHASE 2 IMPROVEMENTS. in=�W �'> � ,>,, OR F.L. STATIONS. -_ a 'J`' ire w r w a w W J U W _ I- O O O > O O W V) w - �� a w c.j - S a + 00 1. z N ® - _- 00- Z M A 0- �- to (0 d- 00 756 w l _ ,_ _ _ Z - �N S=0. J�, �� ��� PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 0 ^ 0 CONTRACTOR TO REPLACE ALL FENCING AND LANDSCAPING W W 752 U 00 V , Z ,� I I co _ d 1L d - 750 I 1 ii S= z z 748 owo i c- i `+ PROPOSED WE T FLOWLI Eui i ( ¢ W a 744 W z M m+ W - - - j to* -- --- a. OL , i AP ROXIMA EXISTINGz � c -------- --- -_ Q O N ¢ N F us M --- - .� --- -- --- 0 0 - , U n ------ v'y ul -- /F- m �¢ ujV I -- ------ 4 m(n - -- ------ CO ' I I F 0 ;r c0 0 O W c I � a Q � G a cd ci C3 ,,; v~) GRADE 0 CE TERLINE I ¢ `�' I 5 00 FT. RT. CUR`( w I- m I� APP OXIMA EXISTING S=0.25% -- -- --- -- --- 5=0.50 E I GRADE 0 CE E TERUNOR --1 -- - -- - - i -- - _ -- - -- --- -- LO S=0.25% t-pliopos APPROXIMATE EXISTING I 1 I ED WEST FL WUNE ADFLAO&ENJERI NF -�, i --- L- I6' BLANK ONDUIT BLANK ONDUIT , I - 754 752 750 748 746 744 w 754 v 752 750 748 746 744 51 �� 14J _ v=i > w (W W I p z_I� J O 0) O M M H 0) � q �dMMy- O E �I Z w0 1 q J LLI w v 00 J r � w (0 O E � N x w Y q , m o 0 I� 0 z 0 36 37 _38 39 40 41 42 43 44 45 46 m o W Y S U 47 - PROPOSED SAWCUT LIMIT UNE 48 49 50 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. bX "R1-1" - STOP "W31(CA)" - CURVE ARROW „ „ „ „ R4 -7b - KEEP RIGHT W31(CA) - END a > v FURNISH &INSTALL TRAFFIC SIGNAL CONDUIT 2 CONSTRUCT 5.5' WIDE COMBINATION SIDEWALK PER C.O.B. STD. ST -3. 0 -R6-1' - ONE WAY "W3-3" - SIGNAL AHEAD IR FURNISH & INSTALL IRRIGATION CONDUIT PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS -R5-1" - DO NOT ENTER 'W14-1" - NOT A THROUGH STREET J za O I -R26(CA)- - NO PARKING "W14-2" - NO OUTLET - RIGHT TURN ONLY *Wl-7' - DOUBLE ARROW Io FURNISH & INSTALL INTERCONNECT CONDUIT Lq NOTE: h r- CV r- V1 CV r- SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER. Mh ~ o .n ALL STATIONING SHOWN w _ w >m w Y w �.._ Y IN PROFILES ARE E.P. STORM DRAIN -REFER TO SEWER &STORM DRAIN PLANS PROPOSED N E.P. EXISTING RETURN &HANDICAP RAMP PER PHASE 2 IMPROVEMENTS. in=�W �'> � ,>,, OR F.L. STATIONS. -_ a 'J`' w w r w a w W J U W _ I- O O O > O O W V) w - �� a w c.j - S _ z O LO d-5 00 1. z N ® - _- 00- Z M A 0- �- to (0 i� d- 00 756 w l _ ,_ _ _ Z - �N S=0. J�, �� ��� PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 754 752 750 748 746 744 w 754 v 752 750 748 746 744 51 �� 14J _ v=i > w (W W I p z_I� J O 0) O M M H 0) � q �dMMy- O E �I Z w0 1 q J LLI w v 00 J r � w (0 O E � N x w Y q , m o 0 I� 0 z 0 0 M 0 o �r 1 m � O m o W Y S U i - PROPOSED SAWCUT LIMIT UNE O1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. bX "R1-1" - STOP "W31(CA)" - CURVE ARROW „ „ „ „ R4 -7b - KEEP RIGHT W31(CA) - END a > v FURNISH &INSTALL TRAFFIC SIGNAL CONDUIT 2 CONSTRUCT 5.5' WIDE COMBINATION SIDEWALK PER C.O.B. STD. ST -3. 0 -R6-1' - ONE WAY "W3-3" - SIGNAL AHEAD m a o 1 I FF f i - PROPOSED SAWCUT LIMIT UNE O1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. "R1-1" - STOP "W31(CA)" - CURVE ARROW „ „ „ „ R4 -7b - KEEP RIGHT W31(CA) - END Ts FURNISH &INSTALL TRAFFIC SIGNAL CONDUIT 2 CONSTRUCT 5.5' WIDE COMBINATION SIDEWALK PER C.O.B. STD. ST -3. - -R6-1' - ONE WAY "W3-3" - SIGNAL AHEAD IR FURNISH & INSTALL IRRIGATION CONDUIT PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS -R5-1" - DO NOT ENTER 'W14-1" - NOT A THROUGH STREET J za O I -R26(CA)- - NO PARKING "W14-2" - NO OUTLET - RIGHT TURN ONLY *Wl-7' - DOUBLE ARROW Io FURNISH & INSTALL INTERCONNECT CONDUIT O INSTALL 2 - 3" BLANK CONDUITS FOR FUTURE TRAFFIC SIGNALS. aR3-5r" R7-9" - NO PARKING/ W1-6" - SINGLE ARROW BIKE LANE "W4-2„ - LANE END MERGE LEFT ¢ V1 O5 SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER. Y (p cn d. (n W fn 756 O w (n Y I STORM DRAIN -REFER TO SEWER &STORM DRAIN PLANS PROPOSED EAST E.P. EXISTING RETURN &HANDICAP RAMP PER PHASE 2 IMPROVEMENTS. in=�W U � ITEM OF WORK - SEE SCHEDULE I PROPOSED EAST E.E. U 2 U i W ck: NOTES: - S SEWER - REFER TO SEWER & STORM DRAIN PLANS ! SECTION LETTER 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN ® SEWER MANHOLE - REFER SEWER- & STORM DRAIN PLANS. A 754 Cb N m S=0. 3% 2 SHEET WHERE SECTION IS SHOWN PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 0 S=-0.21 0 CONTRACTOR TO REPLACE ALL FENCING AND LANDSCAPING 752 U cD V O C� _ d 1L d - 750 I 1 ii S= z z 748 owo S=0.1% »> 746�- i ( W " 744 W W W - - - -- to* -- --- a. OL --- i z V O c -------- --- -_ Q O N - F us M --- - .� --- -- --- 0 0 - , --- :1 t) ------ v'y J tf�'T-^-^ d 48 - - T 1 I FF f i - PROPOSED SAWCUT LIMIT UNE O1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. "R1-1" - STOP "W31(CA)" - CURVE ARROW „ „ „ „ R4 -7b - KEEP RIGHT W31(CA) - END Ts FURNISH &INSTALL TRAFFIC SIGNAL CONDUIT 2 CONSTRUCT 5.5' WIDE COMBINATION SIDEWALK PER C.O.B. STD. ST -3. - -R6-1' - ONE WAY "W3-3" - SIGNAL AHEAD IR FURNISH & INSTALL IRRIGATION CONDUIT PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS -R5-1" - DO NOT ENTER 'W14-1" - NOT A THROUGH STREET J za O I -R26(CA)- - NO PARKING "W14-2" - NO OUTLET - RIGHT TURN ONLY *Wl-7' - DOUBLE ARROW Io FURNISH & INSTALL INTERCONNECT CONDUIT O INSTALL 2 - 3" BLANK CONDUITS FOR FUTURE TRAFFIC SIGNALS. aR3-5r" R7-9" - NO PARKING/ W1-6" - SINGLE ARROW BIKE LANE "W4-2„ - LANE END MERGE LEFT ¢ V1 O5 SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER. (p cn d. (n W fn 756 (n EXISTING A.C. TO BE REMOVED. I STORM DRAIN -REFER TO SEWER &STORM DRAIN PLANS PROPOSED EAST E.P. EXISTING RETURN &HANDICAP RAMP PER PHASE 2 IMPROVEMENTS. 0 _ � ITEM OF WORK - SEE SCHEDULE I PROPOSED EAST E.E. CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. SECTION DESIGNATION: NOTES: - S SEWER - REFER TO SEWER & STORM DRAIN PLANS ! SECTION LETTER 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN ® SEWER MANHOLE - REFER SEWER- & STORM DRAIN PLANS. A 754 _ _ 2. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS S=0. 3% 2 SHEET WHERE SECTION IS SHOWN PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. S=-0.21 3. CONTRACTOR TO REPLACE ALL FENCING AND LANDSCAPING 752 - 750 I 1 S= .25% 748 S=0.1% " 746�- i ( W " 744 51 - - - -- to* -- --- a. OL --- i z V O -_ -------- --- -_ --- J CO _ - F us M --- - .� --- -- --- -- --- -- - , --- :1 t) ------ v'y ul -- /F- m - - ujV ui Ii.i"1 -- ------ 4 ------ - -- ------ CO ' Vj N F 0 ;r c0 0 O W c � a Q � G a J tf�'T-^-^ d 48 - - T 1 I FF f i - PROPOSED SAWCUT LIMIT UNE O1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. "R1-1" - STOP "W31(CA)" - CURVE ARROW „ „ „ „ R4 -7b - KEEP RIGHT W31(CA) - END Ts FURNISH &INSTALL TRAFFIC SIGNAL CONDUIT 2 CONSTRUCT 5.5' WIDE COMBINATION SIDEWALK PER C.O.B. STD. ST -3. - -R6-1' - ONE WAY "W3-3" - SIGNAL AHEAD IR FURNISH & INSTALL IRRIGATION CONDUIT PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS -R5-1" - DO NOT ENTER 'W14-1" - NOT A THROUGH STREET J za O I -R26(CA)- - NO PARKING "W14-2" - NO OUTLET - RIGHT TURN ONLY *Wl-7' - DOUBLE ARROW Io FURNISH & INSTALL INTERCONNECT CONDUIT O INSTALL 2 - 3" BLANK CONDUITS FOR FUTURE TRAFFIC SIGNALS. aR3-5r" R7-9" - NO PARKING/ W1-6" - SINGLE ARROW BIKE LANE "W4-2„ - LANE END MERGE LEFT ¢ V1 O5 SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER. (p cn d. (n W fn (n EXISTING A.C. TO BE REMOVED. I STORM DRAIN -REFER TO SEWER &STORM DRAIN PLANS PROPOSED EAST E.P. EXISTING RETURN &HANDICAP RAMP PER PHASE 2 IMPROVEMENTS. 0 _ � ITEM OF WORK - SEE SCHEDULE I PROPOSED EAST E.E. CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. SECTION DESIGNATION: NOTES: - S SEWER - REFER TO SEWER & STORM DRAIN PLANS ! SECTION LETTER 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN ® SEWER MANHOLE - REFER SEWER- & STORM DRAIN PLANS. A PLANS AND DETAILS. _ _ 2. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS S=0. 3% 2 SHEET WHERE SECTION IS SHOWN PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. S=-0.21 3. CONTRACTOR TO REPLACE ALL FENCING AND LANDSCAPING THAT IS DAMAGED DURING CONSTRUCTION. I 1 S= .25% S=0.1% " i ( I - - -- --- -- --- -- --- -_ -------- --- -_ --- -- --- - --- - --- -- --- -- --- -- - _- --- -- ------ ------ -- - - -� - - - --- -- ------ ------ - -- ------ 5 00 FT. RT. CUR`( -APPROXIMATE EXISTING I� APP OXIMA EXISTING E I GRADE 0 CE E TERUNOR i LO 36 37 38 39 40 41 42 43 44 45 LEGEND: ABBREVIATIONS F.L. FLOWLINE POVC POINT ON VERTICAL CURVE C.L. CENTERLINE J 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 OF VERTICAL CURVE FC FINISH CONCRETE EP EDGE OF PAVEMENT QQ FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. @o EXISTING SURVEY MONUMENT -�-- FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. -CED- FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST -14. -�+ - FURNISH & INSTALL STREET LIGHT -22000 LUMEN PER C.O.B. STD. ST -14. M LEGEND: (CONT. 48 - - LEGEND: (CONT.1 CONSTRUCTION NOTES: R FURNISH &INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: - - - - - - - - - - - - PROPOSED SAWCUT LIMIT UNE O1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. "R1-1" - STOP "W31(CA)" - CURVE ARROW „ „ „ „ R4 -7b - KEEP RIGHT W31(CA) - END Ts FURNISH &INSTALL TRAFFIC SIGNAL CONDUIT 2 CONSTRUCT 5.5' WIDE COMBINATION SIDEWALK PER C.O.B. STD. ST -3. -R6-1' - ONE WAY "W3-3" - SIGNAL AHEAD IR FURNISH & INSTALL IRRIGATION CONDUIT PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS -R5-1" - DO NOT ENTER 'W14-1" - NOT A THROUGH STREET O STANDARD SPECIFICATION 8010-21C-19. -R26(CA)- - NO PARKING "W14-2" - NO OUTLET - RIGHT TURN ONLY *Wl-7' - DOUBLE ARROW Io FURNISH & INSTALL INTERCONNECT CONDUIT O INSTALL 2 - 3" BLANK CONDUITS FOR FUTURE TRAFFIC SIGNALS. aR3-5r" R7-9" - NO PARKING/ W1-6" - SINGLE ARROW BIKE LANE "W4-2„ - LANE END MERGE LEFT T63 T-5 TR6 FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT TR3=N0. 3 1%S2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE O5 SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER. "R81(CA)" - BIKE LANE O CURVE NUMBER FOR CURVE DESCRIPTION © EXISTING A.C. TO BE REMOVED. -- D STORM DRAIN -REFER TO SEWER &STORM DRAIN PLANS O1 TAPER NUMBER FOR TAPER DESCRIPTION O EXISTING RETURN &HANDICAP RAMP PER PHASE 2 IMPROVEMENTS. 0 STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS � ITEM OF WORK - SEE SCHEDULE CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. SECTION DESIGNATION: NOTES: - S SEWER - REFER TO SEWER & STORM DRAIN PLANS SECTION LETTER 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN ® SEWER MANHOLE - REFER SEWER- & STORM DRAIN PLANS. A PLANS AND DETAILS. _ _ 2. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS © SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. 2 SHEET WHERE SECTION IS SHOWN PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 3. CONTRACTOR TO REPLACE ALL FENCING AND LANDSCAPING THAT IS DAMAGED DURING CONSTRUCTION. 49 50 W W m LL 0 48 - - w O r coo \, d cncn 49 50 W W m LL 0 n I- J tl D w`n ~ _j �I cn� o 00 W J -I to cn CU JJ J off' -3vl. v� c3� W000 toq-ap m n_ z C-40/ Z CVd U ZZ Q_ ++�304 0a. rnn { ++ v J ( w N' w c~i+c~i> ~~ R/W E UMIT Ic __.__ _ _ _ _tc _ cO - - LV - - `W V W 1 1N x --mow _ w _-9 X w x 2 � Lu PROPOSED EDGE OF PAVEMENT co J -� ___aFr=_ _ < _ - - _ - _ 5+80 - N00'21 959.50' -+ TENCH Q o ' w UTURE MEDIAN �"' C! '�' } Jr ~ EAST INE OF ° " _ �"� ! J 5 d• �q r SLOPE 2:1 EXIST UNE S ON 17, 29/29 EXISTING OVERHEAD I �_ 0 M TO DAYLIGHT LINES AND POLES TO �' - RELOCATED BY OTHEI t�.l p cl o t a J a. - -i a. - - - ._ - T ..._ ..� _ .- w o w ��_ a. v ui a: c3 w �� a v 4i Z3 ++ , Cly 41656 La '4:'q: oo �C�L w coo / U tato ��c�nn� k^ Z c%j 00 r, u.) Z_ d p Z rn00 QQ H Q d ++ 0- ++ O inn NN N W tAtA W �lN �W) J J J Z cn c~n ¢ vi cn z 1a - Q N cn p'$ MASTERSON STREET (°5 E • �` Q. _ STA. 51+00.00 TO 57+41.96 SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL N to J W - b Lo w W 00 CV to Li W 00 -_ Z00 W Z M Z t 756 �+ 0+ 0+ 754 7_52- 750 748 746 744 t d�10 PALADINO DRIVE �­! 64.00LT. W 'o A> 63.38LT. 50+82.16 i 50+92.16 IMPROVEMENT PLANS 51+02.16 60.25LT. to w I ai N to J W - b Lo w W 00 CV to Li W 00 -_ Z00 W Z M Z t 756 �+ 0+ 0+ 754 7_52- 750 748 746 744 t STATION PALADINO DRIVE 50+52.16 64.00LT. 50+62.16 63.84LT. SEE PHASE 4 63.38LT. 50+82.16 i 50+92.16 IMPROVEMENT PLANS 51+02.16 60.25LT. 51+12.16 59.001-T. 51+22.16 57.75LT. 51+32.16 56.50LT. 51+42.16 55.41LT. 51+52.16 54.62LT. 51+62.16 54.16LT. 51+72.16 54.00LT. F- io 11I� n I - ' �2 N w II R000H GRADING LIMITS ;+ o f I I 1 1 , 0.45' _ - ?, - z M 1 I Jo' f vii r O O w IV)I w(6 w to `n ` _. I -- ` /f t N f .+. TO 25+16.57 0.45' �1 80' 1� 0.50' MIN. © EXISTING A.C. TO BE REMOVED. O 1' 25+13.57 TO 47+00.00 0.45' 1.60' 0.50' MIN. I AGG. :9�_ I �� M O TAPER NUMBER FOR TAPER DESCRIPTION 2% Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13.0 2% STORM DRAIN MkNHOIE -REFER TO SEWER &STORM DRAIN PLANS ® ITEM OF WORK -SEE SCHEDULE � X - @° I 4 CATCH BASIN -REFER TO SEWER &STORM DRAIN PLANS. r- - w - - - 47+00.00 k TO 52+00.00 EXISTING 1.70' �i• - - SECTION NORTHBOUND 10' _ W a = PAVEMENT TO 57+40.63 0.45' - TO REMAIN _ 5 _ SCALE 1"=10' HORIZ. FUTURE LAND CAPING i t = Q 00 0 10+00.00 TO w 0.45' 0.75' n cm o 1.30' l+._ J oo 1 N m li v to - (pO N - u)J PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. t0 J p w cQi l o SLOPE 0 2.1 I w Z W J n -i -1 W U + cn to f M U d 3. d Qto �p Z to cotes W Opi h OZ Q U 'L ++ d0 -N �r CY_ ain (~ to to W 1+\1+ ++ �� II as torn C d H;- Q (n N LJ Q Q { g(n N Z cn cn f TAPER DATA O STATION OFFSET 50+52.16 64.00LT. 50+62.16 63.84LT. 50+72.16 63.38LT. 50+82.16 62.59LT. 50+92.16 61.50LT. 51+02.16 60.25LT. 51+12.16 59.001-T. 51+22.16 57.75LT. 51+32.16 56.50LT. 51+42.16 55.41LT. 51+52.16 54.62LT. 51+62.16 54.16LT. 51+72.16 54.00LT. R/W 1 7' r- 5' 10' I 6' z c� FUTURE N 52 aI LANDSCAPING © CO C.D UI I CO w U - = `" ,� w z t7 rl al I + 4 co o 0 SLOPE 0 2:1-� = to z►Q- STATION TO MATCH o '4 AGG. BASE SUBGRADE J 2% / ROUGH GRADING LIMITS R/W t- • 11-6 0 5' 10' 6' z 0 FUTURE aI LANDSCAPING i CD UI I C� Q ( O Z O SLOPE 0 2:1 a -� w TO MATCH o In ~ J U 51 N 52 0 ® I © CO J 2% CO w U - vjto z ,� Lo t7 rl FLOWLINE POVC_ POINT ON VERTICAL CURVE CENTERLINE BVC BEGIN VERTICAL CURVE + 4 co -L' clJ to J = to z►Q- STATION TYPE "A" A.C. AGG. BASE SUBGRADE w - F- m(n i _ a w - ' ALL STATIONING SHOWN N w z R000H GRADING LIMITS u' o 10+00.00 TO 17+00.00 , 0.45' _ - 1.70' - z M 0.50' MIN. m vii O O w IV)I w(6 w to `n ` _. I -- z 00 756 -'p z� 17+00.00 TO 25+16.57 0.45' �1 80' 1� 0.50' MIN. © EXISTING A.C. TO BE REMOVED. O 1' 25+13.57 TO 47+00.00 0.45' 1.60' 0.50' MIN. I AGG. :9�_ R/W �� M O TAPER NUMBER FOR TAPER DESCRIPTION 2% Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13.0 2% STORM DRAIN MkNHOIE -REFER TO SEWER &STORM DRAIN PLANS ® ITEM OF WORK -SEE SCHEDULE O @° - U CATCH BASIN -REFER TO SEWER &STORM DRAIN PLANS. = w r- 47+00.00 k TO 52+00.00 0.45' 1.70' �i• 0.50' MIN. SECTION 5' 10' s' W _j 52+00.00 TO 57+40.63 0.45' 1.55' 1. 0.50' MIN. 5 _ SCALE 1"=10' HORIZ. FUTURE LAND CAPING i SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. = Q 00 0 10+00.00 TO 57+40.63 0.45' 0.75' Q 1.30' z z i a I 1 N m • 756 SEWER CLEANOUT -REFER TO SEWER STORM DRAIN PLANS. I- PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. - FURNISH & INSTALL STREET LIGHT -22000 LUMEN PER C.O.B. STD. ST -14. O o cQi l o SLOPE 0 2.1 I w Z U 51 N 52 Q ,_- _ r - CO J co n CO w U - vjto z ,� Lo t7 rl FLOWLINE POVC_ POINT ON VERTICAL CURVE CENTERLINE BVC BEGIN VERTICAL CURVE + 4 co -L' clJ to J = to z►Q- � Q Q N ! a s w o I z F- m(n i _ a w n w ' ALL STATIONING SHOWN N w z t¢ -PROPOSED u' o WEST FL WLINE _"w w z j - z M OR F.L. STATIONS. m vii O O w IV)I w(6 w to `n ` _. I -- z 00 756 -'p z� J z~ sc ain OF VERTICAL CURVE FC FINISH CONCRETE EDGE OF PAVEMENT cc "R81(CA)" - BIKE LANE 1� CURVE NUMBER FOR CURVE DESCRIPTION © EXISTING A.C. TO BE REMOVED. O 1' � O_ I AGG. :9�_ -' STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS O TAPER NUMBER FOR TAPER DESCRIPTION 2% Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13.0 2% STORM DRAIN MkNHOIE -REFER TO SEWER &STORM DRAIN PLANS ® ITEM OF WORK -SEE SCHEDULE O @° - U CATCH BASIN -REFER TO SEWER &STORM DRAIN PLANS. = iii S=0.20%S�= FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. �i• ROUGH GRADING SECTION DESIGNATION: NOTES: I O I - S LAPPROKIMATE aCOMPAG - 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN 5 _ SCALE 1"=10' HORIZ. ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. ` A ca PLANS AND DETAILS. +jTURE S`GNAL C014DUIT AFRGJ Q _ _ 2 2. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS N m _ SEWER CLEANOUT -REFER TO SEWER STORM DRAIN PLANS. I- PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. - FURNISH & INSTALL STREET LIGHT -22000 LUMEN PER C.O.B. STD. ST -14. O C6 O (� O 3. CONTRACTOR TO REPLACE ALL FENCING AND LANDSCAPING f _4 ------- t i CY_ GRADE 0 CENTERLINE II Ui Lu Lu d { I J APPRO (MATE (STING 0 z oNo FU RE TRA C GRADE 10 CEN LINE f � � � W000� 754 752 750 748 746 744 � � I o U- -75,tJ - -- TO MATCH o N I 1 ALTERNATE SECTION: 1 I J J 51 (i MASTERSON ST. I o441 " n ;CALE 1"=10' HORIZ. 1"=5' VERT. 54' 41' 48' B AGG. BASE COMPACTED SUBGRADE E. 53' 64' AGG B BASE 752 ?% 0.45 FEET OF A.C. OVER 0.75 FEET OF AGG; TYPE "A" A.C. 2% � BASE OVER 1.3 FEET OF SUBGRADE TO BE 750 TREATED WITH LIME STABILIZATION TO ROUGH GRADING LIMITS ACHIEVE A MINIMUM R -VALUE OF 50 THEN 748 COMPACTED TO 95% RELATIVE DENSITY. C SECTION aCOMPACTED SUBGRADE 746 744---- 56 44 -- 56 69 51 N 52 53 54 55 r - CO J co n CO w U - vjto z N yjvito to Lo t7 rl FLOWLINE POVC_ POINT ON VERTICAL CURVE CENTERLINE BVC BEGIN VERTICAL CURVE + 4 co -L' clJ to J = to z►Q- � Q Q N ; to w w j w NOTE: m(n i _ a w n w �- ALL STATIONING SHOWN N w u.i (: LLi to u' o IN PROFILES ARE E.P. . _"w w z z po _ _ _ - z M OR F.L. STATIONS. S=d. 1% O O 4O w(6 w to `n ` _. I -- z 00 756 -'p z� J z~ sc ain OF VERTICAL CURVE FC FINISH CONCRETE EDGE OF PAVEMENT 754 752 750 748 746 744 � � I o U- -75,tJ - -- TO MATCH o N I 1 ALTERNATE SECTION: 1 I J J 51 (i MASTERSON ST. I o441 " n ;CALE 1"=10' HORIZ. 1"=5' VERT. 54' 41' 48' B AGG. BASE COMPACTED SUBGRADE E. 53' 64' AGG B BASE 752 ?% 0.45 FEET OF A.C. OVER 0.75 FEET OF AGG; TYPE "A" A.C. 2% � BASE OVER 1.3 FEET OF SUBGRADE TO BE 750 TREATED WITH LIME STABILIZATION TO ROUGH GRADING LIMITS ACHIEVE A MINIMUM R -VALUE OF 50 THEN 748 COMPACTED TO 95% RELATIVE DENSITY. C SECTION aCOMPACTED SUBGRADE 746 744---- 56 44 -- 56 69 57 N C) to d to Lo r - CO J a w W a W w U - vjto z 1 O 'N F.L. C.L. FLOWLINE POVC_ POINT ON VERTICAL CURVE CENTERLINE BVC BEGIN VERTICAL CURVE + 4 co W (+. to J = to z►Q- � Q Q N min J 756 i LEGEND: LEGEND: (CONT.) 5 SCALE 1"=10' HORIZ. LEGEND: (CONT.) CONSTRUCTION NOTES. CO 1"=5' VERT. ABBREVIATIONS R1-1 i FURNISH H &STOP ALL TRAFFIC SIGNS PER vjto PROPOSED SAWCUT UMIT LINE 1 O �� �� STD. ST -1. CONSTRUCT TYPE B CURB & GUTTER PER C.O.B. F.L. C.L. FLOWLINE POVC_ POINT ON VERTICAL CURVE CENTERLINE BVC BEGIN VERTICAL CURVE PROPOSED CURVE ARROW "W31(CA)" EAST E. FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT O CONSTRUCT 5.5 WIDE COMBINATION SIDEWALK, PER C.O.B. STD. ST -3. ELEV ELEVATION EVC END VERTICAL CURVE J "R4 -7b" -KEEP RIGHT -END "R6-1" - ONE WAY "W3-3" - SIGNAL AHEAD_IR FURNISH & INSTALL IRRIGATION CONDUIT m(n JA J BCR I c� Z R O STANDARD SPECIFICATION 8010-21 C-19. ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE "R26(CA)" - NO PARKING "W14-2" - NO OUTLET is FURNISH & INSTALL INTERCONNECT CONDUIT 0 O Q U S=d. 1% "R3 -5r" -RIGHT TURN ONLY "Wt -7" -DOUBLE ARROW T6s rgs Tgs 4O INSTALL 2 - 3" BLANK CONDUITS FOR FUTURE TRAFFIC SIGNALS. S0.2971, END CURVE TC TOP OF CURB POINT OF INTERSECTION TP TOP OF PAVEMENT O I -- s = 0.21% O S 0.21 0 OF VERTICAL CURVE FC FINISH CONCRETE EDGE OF PAVEMENT cc "R81(CA)" - BIKE LANE 1� CURVE NUMBER FOR CURVE DESCRIPTION © EXISTING A.C. TO BE REMOVED. O 1' � O_ I AGG. :9�_ -' STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS O TAPER NUMBER FOR TAPER DESCRIPTION 2% Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13.0 2% STORM DRAIN MkNHOIE -REFER TO SEWER &STORM DRAIN PLANS ® ITEM OF WORK -SEE SCHEDULE O @° EXISTING SURVEY MONUMENT U CATCH BASIN -REFER TO SEWER &STORM DRAIN PLANS. = iii -+= FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. �i• ROUGH GRADING SECTION DESIGNATION: NOTES: I O I 1 S LAPPROKIMATE aCOMPAG - 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN 5 _ SCALE 1"=10' HORIZ. ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. ` A ca PLANS AND DETAILS. +jTURE S`GNAL C014DUIT AFRGJ Q _ _ 2 2. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS N m _ SEWER CLEANOUT -REFER TO SEWER STORM DRAIN PLANS. I- PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. EXISTING FURNISH & INSTALL STREET LIGHT -22000 LUMEN PER C.O.B. STD. ST -14. O C6 O (� O 3. CONTRACTOR TO REPLACE ALL FENCING AND LANDSCAPING f 1 1 � t i CY_ GRADE 0 CENTERLINE II Ui Lu Lu d { I 0 z oNo � � � 51 52 53 54 55 56 57 754 752 750 748 746 744 SLOPE 0 2:1 TO MATCH SUBGRADE q MASTERSON ST. E.P. 5' 1 20' 2.0' P. 5 BENCH E. i E.P. 5, 2. i BENCH I I I SLOPE ® 2:1 �-•TO MATCH C MASTERSON ST. i 8. I III ( i SLOPE ® 2:1 TO MATCH G MASTERSON ST. P. 5, 6, i BENCH I I SLOPE 0 2:1 TO MATCH F� P. 5' BENCH q MASTERSON ST. , I - I - I (SLOPE 0 2:1 �--TO MATCH E.P. SLOPE ® 2:1 -TO MATCH YI LEGEND: LEGEND: (CONT.) 5 SCALE 1"=10' HORIZ. LEGEND: (CONT.) CONSTRUCTION NOTES. CO 1"=5' VERT. ABBREVIATIONS R1-1 i FURNISH H &STOP ALL TRAFFIC SIGNS PER vjto PROPOSED SAWCUT UMIT LINE 1 O �� �� STD. ST -1. CONSTRUCT TYPE B CURB & GUTTER PER C.O.B. F.L. C.L. FLOWLINE POVC_ POINT ON VERTICAL CURVE CENTERLINE BVC BEGIN VERTICAL CURVE 5' CURVE ARROW "W31(CA)" rs FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT O CONSTRUCT 5.5 WIDE COMBINATION SIDEWALK, PER C.O.B. STD. ST -3. ELEV ELEVATION EVC END VERTICAL CURVE J "R4 -7b" -KEEP RIGHT -END "R6-1" - ONE WAY "W3-3" - SIGNAL AHEAD_IR FURNISH & INSTALL IRRIGATION CONDUIT PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS BCR BEGIN CURB RETURN PI POINT OF INTERSECTION c� Z " " R5-1 - DO NOT ENTER W14-1 - NOT A THROUGH STREET O STANDARD SPECIFICATION 8010-21 C-19. ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE "R26(CA)" - NO PARKING "W14-2" - NO OUTLET is FURNISH & INSTALL INTERCONNECT CONDUIT 0 O Q U BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE "R3 -5r" -RIGHT TURN ONLY "Wt -7" -DOUBLE ARROW T6s rgs Tgs 4O INSTALL 2 - 3" BLANK CONDUITS FOR FUTURE TRAFFIC SIGNALS. EC PIVC END CURVE TC TOP OF CURB POINT OF INTERSECTION TP TOP OF PAVEMENT O "R7-9" - NO PARKING "Wi-6" - SINGLE ARROW BIKE LANE/ "W4-2" - LANE END MERGE LEFT FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT TR3=N0. 3 1/S2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE O SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER. EP OF VERTICAL CURVE FC FINISH CONCRETE EDGE OF PAVEMENT cc "R81(CA)" - BIKE LANE 1� CURVE NUMBER FOR CURVE DESCRIPTION © EXISTING A.C. TO BE REMOVED. O 1' � O_ I AGG. :9�_ -' STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS O TAPER NUMBER FOR TAPER DESCRIPTION 2% Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13.0 2% STORM DRAIN MkNHOIE -REFER TO SEWER &STORM DRAIN PLANS ® ITEM OF WORK -SEE SCHEDULE O @° EXISTING SURVEY MONUMENT U CATCH BASIN -REFER TO SEWER &STORM DRAIN PLANS. = iii -+= FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. �i• ROUGH GRADING SECTION DESIGNATION: NOTES: O FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. S SEWER - REFER TO SEWER & STORM DRAIN PLANS aCOMPAG SECTION LETTER 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN 5 _ SCALE 1"=10' HORIZ. ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. ` A ca PLANS AND DETAILS. -O- FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST -14. Q _ _ 2 2. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS N m © SEWER CLEANOUT -REFER TO SEWER STORM DRAIN PLANS. SHEET WHERE SECTION IS SHOWN PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. - FURNISH & INSTALL STREET LIGHT -22000 LUMEN PER C.O.B. STD. ST -14. O C6 O (� O 3. CONTRACTOR TO REPLACE ALL FENCING AND LANDSCAPING THAT IS DAMAGED DURING CONSTRUCTION. CY_ SLOPE 0 2:1 TO MATCH SUBGRADE q MASTERSON ST. E.P. 5' 1 20' 2.0' P. 5 BENCH E. i E.P. 5, 2. i BENCH I I I SLOPE ® 2:1 �-•TO MATCH C MASTERSON ST. i 8. I III ( i SLOPE ® 2:1 TO MATCH G MASTERSON ST. P. 5, 6, i BENCH I I SLOPE 0 2:1 TO MATCH F� P. 5' BENCH q MASTERSON ST. , I - I - I (SLOPE 0 2:1 �--TO MATCH E.P. SLOPE ® 2:1 -TO MATCH YI o 5 SCALE 1"=10' HORIZ. a CO 1"=5' VERT. co O vjto O R/W so' 5' 10' i 6' 54' FUTURE J O LANDSCAPING ~ 41' c� Z c� I o Q zl 0 O Q U z w z O aJl I o w M SLOPE 0 2:1 ,� I cc i U- TO MATCH o �' 0 O 1' � O_ I AGG. :9�_ -' ® BASE 2% W 2% -F TYPE "A" A.G. w��Q U W = iii �i• ROUGH GRADING LIMITS O E SEC110N aCOMPAG cn n w� 5 _ SCALE 1"=10' HORIZ. 40 ull ca 1"=5' VERT. SLOPE 0 2:1 TO MATCH SUBGRADE q MASTERSON ST. E.P. 5' 1 20' 2.0' P. 5 BENCH E. i E.P. 5, 2. i BENCH I I I SLOPE ® 2:1 �-•TO MATCH C MASTERSON ST. i 8. I III ( i SLOPE ® 2:1 TO MATCH G MASTERSON ST. P. 5, 6, i BENCH I I SLOPE 0 2:1 TO MATCH F� P. 5' BENCH q MASTERSON ST. , I - I - I (SLOPE 0 2:1 �--TO MATCH E.P. SLOPE ® 2:1 -TO MATCH YI o a CO co O vjto O ! I J O Q ~ F �o Zc; z ,W w M �. cc O O_ W U Y Y C> 3! W w��Q U W = iii �i• Z O V_ coo CC cn n w� o W 40 ull ca o Q 0 m N m Q O C6 O (� O U CU CY_ Ui Lu Lu d 0 z oNo � � � W000� c N O O p o a CO UA vjto ! I J O Q ~ �o Zc; O ,W to �. cc V W 3! W cc iii �i• Z O V_ coo CC cn n w� o W 40 ull ca o Q 0 i Q O ■ • J h- O CA O \\ N N J _ 000ma to Von \\ \ J -J FQ- -j r ANN END DELINEATORS -ti �� w ANGLE POINT -DETAIL 39 \\ \ \\ 0 0 0 o LL STA. 24+86.36 C.L., 20.85LT. STA. 31+02.54 C.L., 42.00LT. \ \ O O W ',u \ zoo ' zoo R/W BEGIN DETAIL 39 ANGLE POINT —DETAIL 22 \ \ = to co _ _ _ _ STA. 25+13.57 C.L., 42.001 ' STA. 31+02.54 C.L., 27.00LT. \ XU U 41706 R7- _ -- - - - �� -- -- c - -- -- -- -- - -- 417 - -- - - - R7-9 \\ \ R/W -4 � _ � � • • • • • _ - ' _-Ic - i --ic - -- �� __ _R -9 __ -- -� _ \ R7-9 __ __ g �' _- W ____ rf • • iAllCN SNE- DETA 7 ---- _ ___ _ z6rDETAIL 39 r tc Yi MA 00 C.4-> . •Lo \ DETAIL 22 (TEMP.) \ W Til22 4 00. . 2230 E.C. oo DETAIL 39 \ .�� _ •ST: ' 1. S88;, STA. 25+12.95 C.L., 27.00LT N ;n i� ---- ----- ------.._... --! - - _ In ==1-- ------ ---- PROPOSED PAVEMENT \ \ 25+00 - - - ---- =--- _---__ ----_ - s ` }gip----- - . -• • • 4+00 - - - - - - - \0-7\ �__ . E.C. 26+00 27+00 N00'21'29"E 28+0 9 _ - • STA. 25+13.57 C.L. 588.96' 29+00 - - p - - -- - -_-_- - _ - - _ - - _ _ - - _- - _ - -- Ln -- ---- 0 • • • cr PROPOSED EDGE F PAVEMENT 31 + - - - - -- - - — = s= - - - a 33+00 N00'2153E 340049747' 35+tom- 36 0 m22 • _• - - - - - - - - - - - - - - - - - END DELINEATORS 55' WIDE PUBLIC ACCESS AS I W'•' ''_ EASTLINE OF W � • • _ _ / % STA. 25+10.30 C.L , 6.80tT. _ SHOWN ON PARCEL MAP 8362 ! SECTION 17, 29/29 tin p -Rs N \ \ �- Z -MATCFI LINE "A" � \ \ \ w J \ J - EE�+aOv�RI��T -- -- --� -- -- __ -- --- __ N \ STA. 22+00.00 C.L. _ - -- - - - - - - - ¢ ^ \\ \\ o = '- �- - -- -- -- - -- -- -- -- -- -- -- m 41659 J--- -- -- -- �- \ FUTURE MASTERSON STREET --z 51 M N O �r d a 41658 _ STA. 22+00.00 TO 36+00.00 0 o FUTURE \ W o SCALE: 1" = 50' HORIZONTAL a M \ \\, + - -til 1" = 5' VERTICAL Q I-) - - v win WN O Mc 0 0 0 r- ►= ►_ 00 o M N N o J o n o o N o o PANORAMA DRIVE � o 0 o .� !� O F" O M O O O J o N ^ n oo ' _' 05 M o SEE PHASE 2 CD C -i N - '- `" "' J N "' _ a o n - IMPROVEMENT PLANS `�' `n "� - W _j !- ..3 1-- O M _ j J - _ - J CIDO J+ N I_ F N �"' W Z II M of I I 000 tL'� - co to O to U. Z CV 1-, to Z CV Z cn CJ.� 000 W H N et J O I I I I Z Q 00 ''� d M CV U. to co z U M U M Lo 0-+ _ co d+ O_ Q d+- d+ Q O W� I I m N p 0+Q \ / Ea.. + IQ- + W W Q FQ- 4 H '-_`'`- W d0• a p - W d' J Z ¢ W n O a" Y W tC> 0 t� CD J d• - _I U 1•- d• A Q Z - D V> N __ -_- _ _ Q N Z ii.- Q Cl - Q N m N W N Z H W d m V W W N - _ ¢ cn R/W w N R/W a L4E: Ic -- -- -i� -- ,� - -- -- - -- -- -- ' i kR�6,CAOZ44' o Ic W _ is - __ _ Ic Ic is is ____ is _- _ _� _ is _____ is Ic jc 4 is 1 'll R26(CA) Nc /-DETAIL 38 (TEMP.) - --- r - _ell _ ` ___ N vi DETAIL r39 """ r - rfr— - --o' ""` _" "_" _ -r �- �- __-- I W 11� /� - '�7� -vim= -I -- DETAIL 22 TEMP. ' W DETAIL 39 fff ��� fr-- C) r i ffi - - r11 _!1L_ ____ ____ rLc off C1! ___ _ .�' o PROPOSED EDGE OF PAVEMENT DETAIL 22 (TEMP.) 17 CO N h -%�L- _ r C2 _ "' 1fri - PROPOSED EDGE OF PAVEME T _ _ _ DETAIL 22 (TEMP.) u �b ---i r% -- -- _ 36 0 37+FOQ N00'21 53 E 39 00 11 - - —E - - - - - _ -, - _ _ 42+00 `V ffi `- r -- --- ! W 1 � 40+00 761.57 4100 _ - - - �— - _ - - - - 43 00 - - -_4400 - - - - - - 6+00 + p V > " 45+00 _418+00 _ _ _ 49+00 r _ _ - _ 50+00 _ _ _ _ - 51 0 ! N00'2 '53"E " -i-- Z ' - � 420.89' �, Z N00'21 5 E 317.55' - - W EAST UNE OF I z -, W - SECTION 17, 29/29 �_ O -t Z g _ __ MASTERSONJ - STREET J o Q _ _ _ _ 04 o co o N o -' �•i EAST LINE OF I ' w w -' - - - - - - - - - o M I N - SECTION 1 29/29 _- - _ -- N Q N J �— Q 0 7,0 3 V CN _j CI I o , o STA. 36+00.00 TO 51+00.00 = - -- -- -- -- -- __ __ _ _ __ _ _ _ ^_ �- -- o 13 C9 U U U z U J 00 tf') ¢-- M N M m \ W o -� SCALE: 1" = 50' HORIZONTAL - - - - - - J U-1 c W M W ,_ M d• CU V N U -i W \\ o FUTURE 1" = 5' VERTICAL m ;O; ° � m ,Q-_ o J "'o zo o,n N ,n c5 v �►, i _ • M m+ I W n W^ m sf O H U CV Cn Q 00 Q O I j O Q J CV Q+ D; + Q t j 41 Z pW d W 00 00 1- '� W O I W C7 J d- LL, d• 0 Q +. , W -',"' n s1• Q 00 Z Z + -_- _` V Q J Li LI_ eF W m 4- OQ cn W Q Z cp Z �t - J + -� : _ m rQ_• In U U Q Z F W IQ-• N J& CAL -TRANS TYPE IV ARROW O M LLJ O J d U W S m --- I oo / DETAIL 22 TEMP. //-,PROPOSED EDGE OF PAVEMENT � (TEMP.) u! N 0i to n m U IK I IU - ¢ '^ F- N cn (n (n I- Z ~Qi t/ < N N N CD _j J M O N p w), Cb PALADINO DRIVE SEE PHASE 4 o -' IMPROVEMENT PLANS I i 777 _ 0U W �^ p hN U t0 La � ►Q - z cn w CURVE NO. C1 Q J A=03'34'27" J O J N O Q "_ —~--- CD 00ci I I N I i O U "W3-3" - SIGNAL AHEAD "R7-9" - NO PARKING/BIKE LANE :W14-1" NOT A THROUGH STREET 'R26(CA)" - NO PARKING 7,77-- — _" -- r ---- DETAIL 39 Ili - DOUBLE ARROW "R81(CA)" - BIKE LANE I J& CAL -TRANS TYPE IV ARROW O M LLJ O J d U W NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS U --- I oo / DETAIL 22 TEMP. //-,PROPOSED EDGE OF PAVEMENT � (TEMP.) STANDARD SPECIFICATION 8010-21C-19 I ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC n U IK I C) J+ Q C4 '^ F- N 0 00 I- Z O O O M M IIID I = S Wim}. Z 'm ZC14^ = W W 0 CV Jd I ' ¢ ZLo d N a+ N z� O+ LINE OF �+ o FQ- + v Ivt w ¢ W m J ll) L4 M J W Co to I I O m VV) O Q Z IQ- R/W Q� -� m Z QN H p oa O o Q - — JW QV) QN -� Z zNI,—tom tC) W �c is is z ell is Ic is N I I i 777 _ 0U W �^ p hN U t0 La � ►Q - z cn w CURVE NO. C1 CURVE NO. C2 A=03'34'27" A =02'30'48" R=1500.00' R=1500.00' L=93.57' co "_ —~--- T=32.90' "W31(CA)" - END 'R6-1" - ONE WAY "W3-1" - STOP AHEAD "R5-1" - DO NOT ENTER "W3-3" - SIGNAL AHEAD "R7-9" - NO PARKING/BIKE LANE :W14-1" NOT A THROUGH STREET 'R26(CA)" - NO PARKING 7,77-- — _" -- r ---- DETAIL 39 Ili - DOUBLE ARROW "R81(CA)" - BIKE LANE "W1-6" - SINGLE ARROW J& CAL -TRANS TYPE IV ARROW "W4-2" - LANE END MERGE LEFT LEFT OR RIGHT AS APPLICABLE CAL -TRANS TYPE VI ARROW NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS -- --- TO BE THERMOPLASTIC PAINT PER CALTRANS DETAIL 22 TEMP. //-,PROPOSED EDGE OF PAVEMENT � (TEMP.) STANDARD SPECIFICATION 8010-21C-19 I ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC LIJU LjLLJcn - -- ----- 54+00 ---------------- - -- 53+00 - -- N00'21'53"E -I - - - - -f--- - - - - - - 25++00 _ - - - '- - -- ------ -- 5600 Z 959.50 - - _I = o WTo = W W 0 ' VEAST LINE OF o C> a _ SECTION 17, 29/29 M Z tr J li N -- -- -- -- -N -- ui N ' z O o _�- 41656 MASTERSON STREET JW lo J -� Z W tC) 000 STA. 51+00.00 TO 57+41.66 z ell C < N SCALE: 1" = 50' HORIZONTAL W �' O 1" = 5' VERTICAL I i 777 _ 0U W �^ p hN U t0 La � ►Q - z cn w CURVE NO. C1 CURVE NO. C2 A=03'34'27" A =02'30'48" R=1500.00' R=1500.00' L=93.57' L=65.80' T=46.80' T=32.90' NOTE: PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. SHOULD CONDITIONS BE CHANGED A REVISED STRIPING PLAN SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING. LEGEND: W — - - - - - - — RIGHT OF WAY FLOWUNE % R1-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. 'T-19: "R1-1" - STOP "W31(CA)" - CURVE ARROW `R4 -7b" - KEEP RIGHT "W31(CA)" - END 'R6-1" - ONE WAY "W3-1" - STOP AHEAD "R5-1" - DO NOT ENTER "W3-3" - SIGNAL AHEAD "R7-9" - NO PARKING/BIKE LANE :W14-1" NOT A THROUGH STREET 'R26(CA)" - NO PARKING - W14-2 - NO OUTLET 'R3 -5r" - RIGHT TURN ONLY Ili - DOUBLE ARROW "R81(CA)" - BIKE LANE "W1-6" - SINGLE ARROW J& CAL -TRANS TYPE IV ARROW "W4-2" - LANE END MERGE LEFT LEFT OR RIGHT AS APPLICABLE CAL -TRANS TYPE VI ARROW NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT STRIPING & PAVEMENT MARKINGS Y W TO BE THERMOPLASTIC PAINT PER CALTRANS V STANDARD SPECIFICATION 8010-21C-19 ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC O V) O Lo k � O M oX�0 Z OL I o W U 0 m r w CO 0 o w N X r w m m Y � Y Q U m 4 U Q N MM > Q O X S '51--1/013 5 W W 0 N w CO �m000 co m . LL W`T ui e Y W V LIJU LjLLJcn f0�^ V/ co o WTo = W W c* c Z tr J li N M ui N j Q. mmm Z 000 ell C o V CSV o n O CO -�Wwii J_ v� a CL a' 000 ->->s w w w co Fa, Q O a N O `n co o � '51--1/013 5 W W 0 N w CO co m . LL W`T ui e Z f0�^ V/ co o WTo = W W c* J ui N j Q. Z cm ~IL ell C o o n O CO J_ v� a a' '51--1/013 5 N w CO co m . LL 0 '51--1/013 5 WIN DL TC�UI� PLS REALIGNMENT A I/ %E5 A A / A 1J