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HomeMy WebLinkAbout1.1-7161 Ph 1 - 5 Record DrawingA.C. PAVING TESTING NOTES: SP7-39.01 7-1. ASPHALT CONCRETE (TYPE 'B'). 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. When directed by the City Engineer, aggregate conforming to any of the grading requirements in Section 39-2.02, "Aggregate", of the Standard Specifications shall be used to surface intersections, tapers, and other areas where thin layers of asphalt concrete are being constructed. The amount of asphalt binder to be mixed with the mineral aggregate shall be determiner 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 ore substantially the some as when the design was prepared, the design may be up to three (3) years old. The Developer shall bear all costs associated with the asphalt concrete mix design. Where new asphalt concrete pavement is to conform to existing paved surfaces, the existing pavement shall be saw cut. A prime coat will not be required on non -paved areas to be surfaced prior to the placement of asphalt 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. The field density of compacted asphalt concrete shall be determined by. a. A properly calibrated nuclear asphalt testing device in the field, or b. ASTM D1188 when slabs or cores are taken for laboratory testing. Zinc stearate may be substituted with paraffin. In case of dispute, method b above shall be used. 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 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 her less than 90% or more than 967% 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 Developer's expense. The Contractor should be aware of existing sewer and storm drain manholes within the roadway. 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 Developer'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 Developer's expense. The fog seal coat shall be either rejuvenating agent or asphaltic emulsion as directed by the Engineer. I ICT nF M ATFRI AI S LOCAL -I, LENGTH LF 1 2528 1 2775 1 1957 1 1782 1 1421 1 104b/ I STANDARD NOTES 1. ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS AND SPECIFICATIONS OF THE CITY OF BAKERSFIELD. 2. 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, ST -19, D-14, D-16, T-1 3. PAVING FOR RESIDENTIAL AND LOCAL STREETS SHALL BE: 0.20' TYPE "B" ASPHALT CONCRETE OVER 0.40' AGGREGATE BASE (PER NOTE 16) OVER 0.50' O.G.- O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 4. INSTALL STANDARD SURVEY MONUMENT FRAME AND COVER PER CITY OF BAKERSFIELD STD. DWG. ST -13. OQ TO BE INSTALLED O EXISTING 5, -•- 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 -G7- INSTALL STANDARD STREET LIGHTS, 5800 LUMEN H.P.S.V. ON 16' POST TOP PER DETAIL HEREON. -e- INSTALL STANDARD STREET LIGHTS, 9500 LUMEN H.P.S.V. STREET LIGHTS SHALL MATCH THOSE EXISTING IN THE VICINITY IN ACCORDANCE WITH DETAIL SHOWN HEREON, EXCEPT THAT 9500 LUMEN. 6. INSTALL TYPE "B" CURB AND GUTTER, PER C.O.B. STANDARD ST -1, ON ALL STREETS UNLESS OTHERWISE NOTED. 7. INSTALL 5' SIDEWALK ON ALL STREETS UNLESS OTHERWISE NOTED. 8. SEWER LATERAL LOCATIONS TO BE STAMPED ( S ) INTO THE CURB FACE OVER EACH SEWER LATERAL. 9. INSTALL ADDITIONAL # 3-1/2 PULL BOX FOR STREET LIGHTS AT P.G.& E. SERVICE POINT. ALL PULL BOXES TO BE INSTALLED ON A GRAVEL BED A MINIMUM OF 6" THICK. 10. INSTALL HANDICAP RAMPS PER C.O.B. STD. DWG. ST -19. 11. ALL MANHOLE AND LAMPHOLE FRAME AND COVERS SHALL BE SET 1/4" BELOW PAVEMENT GRADE. 12. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED AT LEAST 2 WORKING DAYS PRIOR TO CONSTRUCTION. 1-800-227-2600. 13. 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. 14. CONTRACTOR SHALL PROVIDE 1 SPARE STREET LT. FOR EVERY 10 INSTALLED TO CITY OF BAKERSFIELD, PUBLIC WORKS DEPT. GENERAL SERVICES DIVISION. 15. 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. 16. AGGREGATE BASE: AGGREGATE BASE MATERIAL FOR ARTERIAL & COLLECTOR ROADWAYS SHALL MEET THE SPECIFICATIONS FOR CLASS 2 AGGREGATE BASE (CL 2 AB) CONFORMING TO SECTION 26 OF THE STATE STANDARD SPECIFICATIONS, LATEST EDITION; HOWEVER, NO RECYCLED OR RECLAIMED MATERIAL WILL BE ALLOWED. BASE MATERIAL IN LOCAL ROADS SHALL BE EITHER CL 2 AB OR CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200-2.4 OF THE "GREENBOOK". 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. 17. 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 959 OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D-1557. 18. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. I REQ. ED 6650 CITY OF BAKERSFIELD KERN COUNTY CALIFORNIA STREET CONSTRUCTION PLANS TRACT FOR NO. 1 TF 7161 IU 5 [11 �(PRIVATE STREETS) 90' RICHT-DF-VAY y MWAIED TO THE C.O.D. PR W ND. M"164n DATED 11/15/99 I% p4 LEGEND: ABBREVIA11 ONS UNIT PHASE I1 PHASE 2 PHASE 3 PHASE 4 PHASE 5 TOTAL ITEM A.C. PAVING TONS 614 29 966 112 74 1795 CL. II AGG. BASE CUYD 628 29 987 115 75 1834 SUBGRADE PREPARATION SQYD 2354 110 3702 430 282 6878 CURB AND GUTTER LF 1214 59 1 2037 2161 1394 6865 6 CURB FURNISH & INSTALL STREET UGHT-5800 LUMEN PER DETAIL - SHEET 9. LF 1251 59 1764 2163 1345 6582 SIDEWALK 'R1-1' - STOP "W31(CA)' - END SQFT 9244 1924 14006 14420 10956 50550 DRIVEWAYS 'R26(CA)" - NO PARKING "W1-7" - DOUBLE ARROW SQFT 4704 4704 5040 5880 5040 25368 STANDARD STREET NAME SIGNS EA 4 - 8 4 3 19 5800 LUMEN STREET LIGHTS EA 3 1- 5 5 4 17 MONUMENT ENCASEMENTS EA 5 1- 8 2 5 20 LOCAL -I, LENGTH LF 1 2528 1 2775 1 1957 1 1782 1 1421 1 104b/ I STANDARD NOTES 1. ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS AND SPECIFICATIONS OF THE CITY OF BAKERSFIELD. 2. 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, ST -19, D-14, D-16, T-1 3. PAVING FOR RESIDENTIAL AND LOCAL STREETS SHALL BE: 0.20' TYPE "B" ASPHALT CONCRETE OVER 0.40' AGGREGATE BASE (PER NOTE 16) OVER 0.50' O.G.- O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 4. INSTALL STANDARD SURVEY MONUMENT FRAME AND COVER PER CITY OF BAKERSFIELD STD. DWG. ST -13. OQ TO BE INSTALLED O EXISTING 5, -•- 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 -G7- INSTALL STANDARD STREET LIGHTS, 5800 LUMEN H.P.S.V. ON 16' POST TOP PER DETAIL HEREON. -e- INSTALL STANDARD STREET LIGHTS, 9500 LUMEN H.P.S.V. STREET LIGHTS SHALL MATCH THOSE EXISTING IN THE VICINITY IN ACCORDANCE WITH DETAIL SHOWN HEREON, EXCEPT THAT 9500 LUMEN. 6. INSTALL TYPE "B" CURB AND GUTTER, PER C.O.B. STANDARD ST -1, ON ALL STREETS UNLESS OTHERWISE NOTED. 7. INSTALL 5' SIDEWALK ON ALL STREETS UNLESS OTHERWISE NOTED. 8. SEWER LATERAL LOCATIONS TO BE STAMPED ( S ) INTO THE CURB FACE OVER EACH SEWER LATERAL. 9. INSTALL ADDITIONAL # 3-1/2 PULL BOX FOR STREET LIGHTS AT P.G.& E. SERVICE POINT. ALL PULL BOXES TO BE INSTALLED ON A GRAVEL BED A MINIMUM OF 6" THICK. 10. INSTALL HANDICAP RAMPS PER C.O.B. STD. DWG. ST -19. 11. ALL MANHOLE AND LAMPHOLE FRAME AND COVERS SHALL BE SET 1/4" BELOW PAVEMENT GRADE. 12. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED AT LEAST 2 WORKING DAYS PRIOR TO CONSTRUCTION. 1-800-227-2600. 13. 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. 14. CONTRACTOR SHALL PROVIDE 1 SPARE STREET LT. FOR EVERY 10 INSTALLED TO CITY OF BAKERSFIELD, PUBLIC WORKS DEPT. GENERAL SERVICES DIVISION. 15. 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. 16. AGGREGATE BASE: AGGREGATE BASE MATERIAL FOR ARTERIAL & COLLECTOR ROADWAYS SHALL MEET THE SPECIFICATIONS FOR CLASS 2 AGGREGATE BASE (CL 2 AB) CONFORMING TO SECTION 26 OF THE STATE STANDARD SPECIFICATIONS, LATEST EDITION; HOWEVER, NO RECYCLED OR RECLAIMED MATERIAL WILL BE ALLOWED. BASE MATERIAL IN LOCAL ROADS SHALL BE EITHER CL 2 AB OR CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200-2.4 OF THE "GREENBOOK". 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. 17. 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 959 OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D-1557. 18. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. I REQ. ED 6650 CITY OF BAKERSFIELD KERN COUNTY CALIFORNIA STREET CONSTRUCTION PLANS TRACT FOR NO. 1 TF 7161 IU 5 [11 �(PRIVATE STREETS) 90' RICHT-DF-VAY y MWAIED TO THE C.O.D. PR W ND. M"164n DATED 11/15/99 I% p4 M&I BLNC. M MAKK: TOP OF CONCRETE MONUMENT AT THE NORTHEAST CORNER OF SECTION 12, 30/26. ELEVATION = 364.075 (U.S.G.S. DATUM) PER TRACT 5863, BK. 43, PG. 91, O.R. BASIS OF BEARINGS: THE BEARING OF N01'1442"E SHOWN FOR THE CENTERLINE OF SOUTH ALLEN ROAD PER TRACT 6223 UNIT -5 RECORDED IN MAP BOOK 51, PAGES 66-67 WAS USED AS THE BASIS OF BEARINGS SHOWN HEREON. KEY MAP SCALE: 1"=200' _ -- s-----� WHITE LANE ====s--------- - - - S ---------t WHIIt LANt-- - - - - - J -- -- _ �� ___. - - ...- .� -.. ._ .� - - - - - - - - - .-.. _.�- �NT�!NFR �SRUC710td \ R -� EA$E�R'.Ni CRAttTE6 T11ff tl1Y- -"- "-- - 70 7NE C�iY�OF 6AKERSFIEL'C"�fRn - 4r WL*X OF SMErMD. DATED 7/05/1M DDCWENT NO, 02ODD234W r, FER DOC. # 0T„0,gW. CA DATED FENVARY 29. 2000,1. ` << O9 DENOTES SHEET NUMBER FOR STREET SECTION DESIGNATION: SECTION LETTER L-- --- SHEET WHERE SECTION IS SHOWN INDEX LEGEND: ABBREVIA11 ONS SHEET FL FLOWUNE POVC POINT ON VERTICAL CURVE COVER SHEET CL CENTERLINE BVC BEGIN VERTICAL CURVE > 5 ' ELEV ELEVATION EVC END VERTICAL CURVE BARROWBY STREET BCR BEGIN CURB RETURN PI POINT OF INTERSECTION 4. ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE LANESFIELD DRIVE & PARKERHILL DRIVE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE X EC END CURVE TC TOP OF CURB (STA. 26+26.09 TO STA. 35+62.05) PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT ag ` ALLEY "E", ALLEY "I" & ALLEY "K" OF VERTICAL CURVE FC FINISH CONCRETE a QQ FURNISH & INSTAL_ SURVEY MONUMENT PER C.O.B. STD. S-29. a ® EXISTING SURVEY MONUMENT W -+- FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. S-40. j + FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. S-40. -o- FURNISH & INSTALL STREET UGHT-5800 LUMEN PER DETAIL - SHEET 9. FURNISH & INSTALL ALLEY UGHT-5800 LUMEN PER DETAIL - SHEET 9. R1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: 'R1-1' - STOP "W31(CA)' - END 'R6-1' - ONE WAY "W14-1' - DEAD END "R5-1" - DO NOT ENTER "W14-2' - NO OUTLET c� 'R26(CA)" - NO PARKING "W1-7" - DOUBLE ARROW n "R3 -5R" - RIGHT TURN ONLY "W1-6" - SINGLE ARROW 'R4-7' - KEEP RIGHT "WI -1' - CURVE ARROW 'R81(CA)' - BIKE LANE 'W3-3' - SIGNAL AHEAD W C) SIGN NUMBERS ARE FEDERAL CODES UNLESS OTHERWISE INDICATED BY (CA). (CA) INDICATES CALIFORNIA CODES. �Mo -- v STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS ® STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. Zo�- s SEWER - REFER TO SEWER & STORM DRAIN PLANS ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. ® SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. OVm TRACT BOUNDARY 9>• a 9� PHASE BOUNDARY - - - - - - - - - - - PROPOSED SAWCUT LIMIT UNE TS FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT IR FURNISH & INSTALL IRRIGATION CONDUIT is FURNISH & INSTALL INTERCONNECT CONDUIT TR TE5 Tg6 FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE �1 CURVE NUMBER FOR CURVE DESCRIPTION O1 ITEM OF WORK - SEE SCHEDULE M&I BLNC. M MAKK: TOP OF CONCRETE MONUMENT AT THE NORTHEAST CORNER OF SECTION 12, 30/26. ELEVATION = 364.075 (U.S.G.S. DATUM) PER TRACT 5863, BK. 43, PG. 91, O.R. BASIS OF BEARINGS: THE BEARING OF N01'1442"E SHOWN FOR THE CENTERLINE OF SOUTH ALLEN ROAD PER TRACT 6223 UNIT -5 RECORDED IN MAP BOOK 51, PAGES 66-67 WAS USED AS THE BASIS OF BEARINGS SHOWN HEREON. KEY MAP SCALE: 1"=200' _ -- s-----� WHITE LANE ====s--------- - - - S ---------t WHIIt LANt-- - - - - - J -- -- _ �� ___. - - ...- .� -.. ._ .� - - - - - - - - - .-.. _.�- �NT�!NFR �SRUC710td \ R -� EA$E�R'.Ni CRAttTE6 T11ff tl1Y- -"- "-- - 70 7NE C�iY�OF 6AKERSFIEL'C"�fRn - 4r WL*X OF SMErMD. DATED 7/05/1M DDCWENT NO, 02ODD234W r, FER DOC. # 0T„0,gW. CA DATED FENVARY 29. 2000,1. ` << O9 DENOTES SHEET NUMBER FOR STREET SECTION DESIGNATION: SECTION LETTER L-- --- SHEET WHERE SECTION IS SHOWN INDEX OF SHEETS SHEET A2 1. COVER SHEET 2. BARROWBY STREET > 5 ' (STA. 10+00.00 TO STA. 24+00.00) 3. BARROWBY STREET Z W (STA. 24+00.00 TO STA. 31+89.72) 4. MARSDEN STREET & S1ILLBROOK DRIVE 5. LANESFIELD DRIVE & PARKERHILL DRIVE 6. LINCOLNSHIRE DRIVE & MEDALLION DRIVE 7. OAKLEY STREET e (STA. 26+26.09 TO STA. 35+62.05) 8. MANDALAY PLACE 9. ALLEY "E", ALLEY "I" & ALLEY "K" OAKLEY STREET & JULESBERG STREET 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. 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. 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 O CES> STA RDS AND DESIGN RITERIA SHALL BE CORREefED DURING C STR CTJJ;jN. _­ LLIY� �!n� 1-13 -0 � APPROVED BY: R ER A. McINTOSH R.C.E. 33322 DATE EXP. 6-30-10 IN ACCORDANCE WITH THE CONID111ONS OF THE VESTING TENTATIVE MAP, THE IMPROVEMENT PLANS HAVE BEEN REVIEWED BY THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT. ALL IMPROVEMENTS INDICATED AS "PRIVATE" HEREIN ARE PRIVATE AND ARE TO BE PRIVATELY MAINTAINED. APPROVED dV#REVIEWED BY: REVIEWED BY: , RAUL M. ROJAS PUBLIC WORKS DIRECTOR DATE R.C.E. 39880 EXP. 12-31-09 T PUBLIC WORKS DIRECTOR TRAFFIC ENGINEER STOCKDALE HIGHWAY I� o 0 A2 4 MM > 5 ' W Q � U Z W vS�O32! � 1I 5 a -P-4 e 0 m o 0 4 vL ..� CCS W 4 "P-4 ;__4 5 -P-4 e W c G.3 FE a W j O"0 V z c� 4 n W C) �Mo Zo�- OVm w= V m ci am w 0 CL CJ (/T Erz O CL 1n LJ o� �o z o0 Q M � K4 O -l+? • !S I 0WL �� �..) '•s .+- S !fir 6' WING W/2 Pu 2o� CENTERLINE STORM DRAM" U �H_ V V ' e. �---UP CURB AND GUTTER FLOWLINE CURB AND GUTTER -OCATION AT CURB RETURN`,; N.T.S. C..3 4 vL ..� CCS W 4 "P-4 ;__4 5 -P-4 e W c G.3 FE Ir W j O"0 V c� n 01 PRIVATE PARK N0. 2 18" DRAIN R=1226.00' TRACT BOUNDARY 7 UNCOLNSHIRE DRIVE' SEE SHEET 6 c? W TRACT NO. 6223 UNIT 7 UNIT 5 d to M W 358 N +APPROXIMATE EXISTIN a , 356- W 354 S=0.25 352 0 {O 350 0ev 11+00 12+00 11/4-11'12" WIDE q�� GROOVED BORDER PLANTER of ° AREA O o 0 0 0 OOF J °0000°0 00o O/A' O O O ` O O O O 'YG1 O°O°O°O°O°O T• '°°°O° O 0 0 0 0 0 0 000000000 0 O D 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0000 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00000000000000 0000000000000 O O O O 0 0 0 0 4 0 0 PLANTER 0000° °°O°1°°0001°°° 000 0°0°0°010°0000 AREA 0000 00000000° ° °0000000 6" CONC. RETAINING °°o°° CURB CURB TRUNCATED DOMES 6" CONC. CURB RAMP DETAIL $$A" N.T.S. -r ED A r --r 1\ I n a .011 In WEST FLOWLINE. f 1� INA:* j 17nA'&, 700a a[, W, i� i'll m B.C.R. - I STA. 21+58.99 C.L. CURVE TABLE hEGEND: (C0� CURVE RADIUS LENGTH TANGENT DELTA i 25.00' 18.07' 9.45' 412435" 2 27.00' 39.03' 23.81' 82'49'09' 3 10.00' 7.95' 4.20' 45'34'23' 4 25.00' 39.27' 25.00' 90'00'00„ 5 25.00' 1 18.06' 1 9.45' 11 4124'35' TRACT NO. 6223 UNIT 7 UNIT 5 d to M W 358 N +APPROXIMATE EXISTIN a , 356- W 354 S=0.25 352 0 {O 350 0ev 11+00 12+00 11/4-11'12" WIDE q�� GROOVED BORDER PLANTER of ° AREA O o 0 0 0 OOF J °0000°0 00o O/A' O O O ` O O O O 'YG1 O°O°O°O°O°O T• '°°°O° O 0 0 0 0 0 0 000000000 0 O D 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0000 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00000000000000 0000000000000 O O O O 0 0 0 0 4 0 0 PLANTER 0000° °°O°1°°0001°°° 000 0°0°0°010°0000 AREA 0000 00000000° ° °0000000 6" CONC. RETAINING °°o°° CURB CURB TRUNCATED DOMES 6" CONC. CURB RAMP DETAIL $$A" N.T.S. -r ED A r --r 1\ I n a .011 In WEST FLOWLINE. f 1� INA:* j 17nA'&, 700a a[, W, i� i'll m B.C.R. - I STA. 21+58.99 C.L. 14+00 15+00 EXPANSION JOINT AT SIDEWALKS. (PRIVATE STREET) hEGEND: (C0� CONCRETE WALK, 6" W J W (STA. 10+00.00 TO 24+00.00) STA. 22+40.88, F.L. ►= - FINISH GRADE c4r JI 4 cjI moo' SCALE: 1" = 50' HORIZONTAL ---- R=1/2 to 0,uj rn DEPRESSED F.L. ELEV. 353.41 1" = 5' VERTICAL 27a N 18 >- 19 -i tt) Cl 20 e ' M o Ice NOTE- CLASS "B' CONCRETE (5 SACK) Ln Lo i goo � C61 1 M WEAKENED PLANE JTS. EA. 15' to M co S+ M M W W 6" CONCRETE CURB � I� > J+ a N N ~{ W N W J CONSTRUCT ON-SITE CURB WITH 12" TOTAL CURB HEIGHT AND J Q W W -1 W J W WW� J Z W J j w Cj W Cj W F W - mO> ul FQ- � ui N n W W N01'14'42"E 23+0+ 0 204.01' 4+00- M cn ri to to .- to O Q W m to ti 0 -� p 8' SEWER r t W m+ tp tJt N, j + + to + S+ to -v W c� --� Z W o �- (� LINE,cj 6. i cnY� FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. -- STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS CTj L/ STANDARD SPECIFICATION 8010-21C-19. ALHAMBRA FOUNDARY A2012 BICYCLE PROOF 24"x24" GRATE. cn EXISTING SURVEY MONUMENT ® - - ITEM OF WORK - SEE SCHEDULE - -- m CONSTRUCT TYPE "M' MEDIAN CURB WITH 14' TOTAL CURB HEIGHT AND 71o2" CURB FACE. -� N --W W �4-- `� u ---- -- O CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. COMPACT SUBGRADE TO 95% OF MAX. TO 12 BEYOND 10% DARK IRON SPOT. IN REGARD TO THEIR COLOR, THESE BRICKS SHALL BE RANDOMLY SET THROUGHOUT THEIR RESPECTIVE --- --- ---- - -moi cn -a rte- d cn ti I �-cj to 4i '�- v~i-� dna--- v~izLa RUNNING BOND FOR ALL CROSSWALKS, LONG SIDE OF BRICK c6 of W CALTRANS TYPE IV ARROW, LEFT OR RIGHT CONSTRUCT 16'-20' WIDE ALLEY PER C.O.B. STD. ST -12. ' RUNNING WITH PEDESTRIAN TRAFIC. - - -_ - AS APPLICABLE, TO BE PAINTED10 PAV C PORTLAND CONCRETE CEMENT OVER EN TO BE COLORED N ROUNDABOUTS SHALL BE SCOFIELD COLOR (REFERENCE DETAIL SHEET 9) N 0.4If BASEOVER 0.50' COMPACTED O.G. TO 5SOMBEROBUFF FURNISH & INSTALL ALLEY LIGHT -5800 LUMEN PER C.Q.B. STD. ST -14. ® SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. A U CALTRANS TYPE I ARROW OF MAX. SECnON DESIGNA710N. (REFERENCE DETAIL SHEET 9) AS APPLICABLE, TO BE PAINTED CONSTRUCT 4' WIDE VALLEY GUTTER PER C.O.B. STD. ST -7. SECIM LEM N W -- S=-0.271 CALTRANS TYPE VII ARROW 11 PAVEMENT TO BE 0.50 PORTLAND CONCRETE CEMENT OVER 0.40' CL II AGG. BASE OVER 0.50' COMPACTED O.G. TO S=0.29% INSTALL W31(CA) SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED AT SAME TIME. UNIT BOUNDARY AS APPLICABLE, TO BE PAINTED 14+00 15+00 EXPANSION JOINT AT SIDEWALKS. U N )T 5 hEGEND: (C0� CONCRETE WALK, 6" W J W WHERE OCCURS STA. 22+40.88, F.L. ►= - FINISH GRADE c4r JI 4 cjI moo' A.C. PAVEMENT ---- R=1/2 to 0,uj rn DEPRESSED F.L. ELEV. 353.41 L606 � 27a N 18 >- 19 -i tt) Cl 20 e ' " o Ice NOTE- CLASS "B' CONCRETE (5 SACK) 9' -i V EXPANSION JOINTS EA. 30' C61 1 CL 2 AGG.BASE WEAKENED PLANE JTS. EA. 15' o ' >- Q �Q co S+ POUR ON COMPACTED SUBGRADE M W W 6" CONCRETE CURB DETAIL N.T.S. 02 im I I i 1 I I IL-ROPOSIED WEST 16+00 a 17+00 18+00 19+00 20+00 21+00 c� WEST FLOWLINE. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 1' 1, TYP.-]_ 1- �TYP. TYPICAL PASSING AREA DETAIL SCALE: 1"=10' H1- 1811 18 26' ANESFIMD SEE SHEET TRACT NO. 6223 q CATCH BASIN NO. 6 U N )T 5 hEGEND: (C0� STA. 22+28.14 C.L., 1&OOLT.= 7 13 2�' W J W 4 1 �o STA. 22+40.88, F.L. ►= cio JI 4 cjI moo' NORMAL F.L. ELEV. 353.58 am r� 0,uj rn DEPRESSED F.L. ELEV. 353.41 L606 � a 9 18 >- 19 -i tt) Cl 20 M 11 ' " -i 4 Ci M Ice -1 (j 'n -i lz ci I W -i V LZ C61 1 J c II > o ' >- Q �Q co S+ O M W W NN p ZZ O 6 Q Q J+ a N N ~{ J+ +' m N N N W c�v~i IN t� CONSTRUCT ON-SITE CURB WITH 12" TOTAL CURB HEIGHT AND N , N N I N = W 5 ci Cj F0' Cj Q F c,.i 1Q-• cn m in a FQ- � ui N cn W N01'14'42"E 23+0+ 0 204.01' PIVC 4+00- W cn ri to - -a- s �3 � 8' SEWER r t 6' SEWER I� tJt CURVE NUMBER FOR CURVE DESCRIPTION W W c� Z i%) (� UNIT 3 h ti hEGEND: (C0� M 7 13 2�' W J W 4 1 �o U ►= cio JI 4 cjI moo' ABBREVIATIONS am r� 0,uj rn �C6 L606 � M 9 _ -i tt) tp O M 11 ' " -i 4 Ci M C3 M -1 (j 'n -i lz ci I W -i V W� II >- II > �+,� NN I w p 6' W M W W J J Li W coo < til I+ 6 I N W N I N W N <n CONSTRUCT ON-SITE CURB WITH 12" TOTAL CURB HEIGHT AND DRIVE N , N N I N = N 5 ci Cj F0' Cj Q F c,.i 1Q-• cn m in a FQ- � ui ham- (n m cn UNIT 3 h ti hEGEND: (C0� M LEGEND: (CONT. W J W coNSTRucnoN NQTEs: NOTES: N 358 - - 4`11N ABBREVIATIONS Rl FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: - - - - - - - - - - in T-1 M 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN M M LJ a M � Ts FURNISH &INSTALL TRAFFIC SIGNAL CONDUIT CONSTRUCT 4' STANDARD SIDEWALK PER C.O.B.STD. ST -3. > IMPROVEMENTS AND DETAILS. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE „B" A.C. c0 M W W W IR FURNISH do INSTALL IRRIGATION CONDUIT J W W>W J W O Z J J Li W BCR ECR O Z 'R26(CA)" - NO PARKING "WI -7' - DOUBLE ARROW " -5R -RIGHT TURN ONLY Wl-6* ARROW O FURNISH &INSTALL INTERCONNECT CONDUIT ® CONSTRUCT ON-SITE CURB WITH 12" TOTAL CURB HEIGHT AND 3. QO (02 BEGIN CURVE PCC POINT OF COMPOUND CURVATURE N *R3 _SINGLE R4-7 KEEP RIGHT "WW1 -1, ARROW 'R81(CA) QQOWu- mL� W + + + tV� C� + N + + N _ FV- + N NQw N ci ADJUST EXISTING SEWER MANHOLES TO FINISHED GRADE. PIVC a u O Of cn ri to z -a- (n -c,.i i c-0 (n z o Zoe CURVE FC FINISH CONCRETE I� tJt CURVE NUMBER FOR CURVE DESCRIPTION W c� i%) (� PAINT 12' LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS 6. i cnY� FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. -- STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS TAPER NUMBER FOR TAPER DESCRIPTION 22+00 23+00 I GEND: hEGEND: (C0� M LEGEND: (CONT. W J W coNSTRucnoN NQTEs: NOTES: N 358 - - 4`11N ABBREVIATIONS Rl FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: - - - - - - - - - - - PROPOSED SAWCUT LIMIT UNE T-1 CONSTRUCT TYPE 'B' CURB & GUTTER PER C.O.B. STD. ST -1. 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN FL CL FLOWLINE POVC POINT ON VERTICAL CURVE CENTERLINE BVC BEGIN VERTICAL CURVE LJ a 'Rt -1' - STOP 'W31(CA)" - END „ „ Ts FURNISH &INSTALL TRAFFIC SIGNAL CONDUIT CONSTRUCT 4' STANDARD SIDEWALK PER C.O.B.STD. ST -3. 2. IMPROVEMENTS AND DETAILS. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE „B" A.C. ELEV ELEVATION EVC END VERTICAL CURVE Q , R6-1 - ONE WAY W14-1 - DEAD END 'R5-1' - DO NOT ENTER "W14-2" - NO OUTLET IR FURNISH do INSTALL IRRIGATION CONDUIT O CONSTRUCT HANDICAP RAMP PER DETAIL ON SHEET 2. o OVER 0.40' CL. it AGG. BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. BCR ECR BEGIN CURB RETURN PI POINT OF INTERSECTION END CURB RETURN PRC POINT OF REVERSE CURVATURE Z 'R26(CA)" - NO PARKING "WI -7' - DOUBLE ARROW " -5R -RIGHT TURN ONLY Wl-6* ARROW I� FURNISH &INSTALL INTERCONNECT CONDUIT ® CONSTRUCT ON-SITE CURB WITH 12" TOTAL CURB HEIGHT AND 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE "O *R3 _SINGLE R4-7 KEEP RIGHT "WW1 -1, ARROW 'R81(CA) T53 Tg5 TR6 FURNISH & IN TALL SPLICE BOX FOR INTERCONNECT O5 6" CURB FACE PER DETAIL ON SHEET 2. CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B.STD ST -3. PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. EC END CURVE TC TOP OF CURB -CURVE BIKE LANE W3-3 SIGNAL AHEAD 4. ADJUST EXISTING SEWER MANHOLES TO FINISHED GRADE. PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL � v TR3=N0. 3 1 2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE Q SAWGUT EXIST. E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER. 5. EXISTING POLES TO BE RELOCATED. Zoe CURVE FC FINISH CONCRETE W tJt CURVE NUMBER FOR CURVE DESCRIPTION W 0c�� i%) (� PAINT 12' LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS 6. ALL DRAIN INLETS TO BE CHRISTY U23 CATCH BASIN WITH cnY� FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. -- STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS TAPER NUMBER FOR TAPER DESCRIPTION L/ STANDARD SPECIFICATION 8010-21C-19. ALHAMBRA FOUNDARY A2012 BICYCLE PROOF 24"x24" GRATE. s EXISTING SURVEY MONUMENT ® STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS ® ITEM OF WORK - SEE SCHEDULE ® CONSTRUCT TYPE "M' MEDIAN CURB WITH 14' TOTAL CURB HEIGHT AND 71o2" CURB FACE. 7. BRICK AREAS. PACIFIC CLAY BEAR PAVER: 60% RED FLASHED, 30% BURGUNDY, W FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. `� u CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS O CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. COMPACT SUBGRADE TO 95% OF MAX. TO 12 BEYOND 10% DARK IRON SPOT. IN REGARD TO THEIR COLOR, THESE BRICKS SHALL BE RANDOMLY SET THROUGHOUT THEIR RESPECTIVE ctVm PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) GUTTER LIP TO A DEPTH OF 12". PATTERN. PATTERNS SHALL BE AS FOLLOWS: FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. s SEWER - REFER TO SEWER & STORM DRAIN PLANS RUNNING BOND FOR ALL CROSSWALKS, LONG SIDE OF BRICK c6 of W CALTRANS TYPE IV ARROW, LEFT OR RIGHT CONSTRUCT 16'-20' WIDE ALLEY PER C.O.B. STD. ST -12. ' RUNNING WITH PEDESTRIAN TRAFIC. -a- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.Q.B. STD. ST -14. G SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. AS APPLICABLE, TO BE PAINTED10 PAV C PORTLAND CONCRETE CEMENT OVER EN TO BE COLORED N ROUNDABOUTS SHALL BE SCOFIELD COLOR (REFERENCE DETAIL SHEET 9) N 0.4If BASEOVER 0.50' COMPACTED O.G. TO 5SOMBEROBUFF FURNISH & INSTALL ALLEY LIGHT -5800 LUMEN PER C.Q.B. STD. ST -14. ® SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. A U CALTRANS TYPE I ARROW OF MAX. SECnON DESIGNA710N. (REFERENCE DETAIL SHEET 9) AS APPLICABLE, TO BE PAINTED CONSTRUCT 4' WIDE VALLEY GUTTER PER C.O.B. STD. ST -7. SECIM LEM N W TRACT BOUNDARY CALTRANS TYPE VII ARROW 11 PAVEMENT TO BE 0.50 PORTLAND CONCRETE CEMENT OVER 0.40' CL II AGG. BASE OVER 0.50' COMPACTED O.G. TO INSTALL W31(CA) SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED AT SAME TIME. UNIT BOUNDARY AS APPLICABLE, TO BE PAINTED 95% OF MAX. 2 REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. 12 PATCH PAVEMENT AFTER STORM DRAIN INSTALLATION SM 1011M sEc7aN is swm > CAL -TRANS TYPE VI ARROW AS REQUIRED PER C.O.B. STD ST -6. O O (1-3> CONSTRUCT PASSING AREA PER DETAIL ON SHEET 2. M 14 CONSTRUCT ALLEY ROLL-TOP CURB PER -0 N DETAIL ON SHEET 9. I O I� M W J W Z L n CV N 358 - - 4`11N 356 1.26% 354t i T-1 352 350 24+00 t o 9 L 0) 0 M F. cr) � a O) w d' Z Lt- I w U m 0 w ca co v N of LLI Y Q m moo 0 0 o c� LJ a ., O Q � o Z "O ,F, Cz Zcr w �c Woo � v W Zoe W W 0c�� i%) >- o cnY� n s W to lid cr Q W x Go ctVm V c6 of W oa V N cr W - au) N W o� S O O M -0 N O O 0 0 o c� N ., O � o "O ,F, Cz �c � v W W W i%) >- o n o lid cr Q Go R/W 3' 11S i Y I~ I WOQ I W ¢W 1W I 3m Q I I W STANDARD 4' SIDEWALK LANDSCAPE A V) 24+0 --- N01'14'42'E 107. ' 25+0 N01'14'42"E 26+00 27+00 312.00' � -' s 5-f-- W s SEWER 3 3 O 8" SEWER 1 z I 7'-13' 1'I 3' C? 1 �I II (nn N0. 6223 Lu 'Mco La °- II > STANDARD 4' SIDEWALK Z O II LANDSCAPE AREA UNIT 5 CURB W 20 M r Lo 21Of O 22 Ln -1 Ln M + I M n W CND q Y C3 >W O Q I W w ca J lL _t m ILL cn N H } N J Li 11 U lL (fl I C ! (O Ci V i 0! � U- ¢d 28 0! 1 2° OI`+ Q L� (o O I O m Z M cm C3 - CD 101 1 of Q O+ W : + N 0 Q f� 3 MOI + Q NOf V ^000 �M ¢ T' M + co -j� J >� Z_ W .d N Cp ,iw) j ZE N '' N N U o N¢ N QII- �j N o Q`LI !r (jO Q m C Nr INW NN o N d H 'Q< W3 U)INQ� N FZ ddI add c� U~i �{ I NN N 0 J Z w tL w W ( Q] NN cn' C3 Li Gi Li co C! { �- _� QO I >- ¢ + 1 I LQ �_ C3 m 4 W -j I M ZZ O rn O En cD rn C) i ¢ N + N + n + N W ¢ CA n LL + m �M��y'W N i= CA 00 Q o + N _ N M V) 24+0 --- N01'14'42'E 107. ' 25+0 N01'14'42"E 26+00 27+00 312.00' � -' s 5-f-- W s SEWER 3 3 O 8" SEWER 1 z I 7'-13' 1'I 3' C? 1 �I TRACT N0. 6223 Lu 'Mco La °- II > STANDARD 4' SIDEWALK V I LANDSCAPE AREA UNIT 5 CURB W eN� to M r Lo ' O M Ln -1 Ln M + I M n W CND q Y 001, >W O Q I W w ca + W 358 cn N H } N ++ N q q 11 N r CjdOAKLEY 27 oQ ¢d 28 c6 v~i SEE SHEET 7 2° a Q o 23 cm C3 - 24 J of Q 2 a InM oQ 26 co L ^,/ -j� - Cp ,iw) ¢ m m ZE L' J� J LL: W l -i Li -1 M> L� C6 -j Li J w eF CD Obi I L I N 1 rn 0 J Z w tL w W ( Q] C> d C3 Li Gi Li co C! { �- _� QO I >- ¢ + 1 I LQ �_ C3 m 4 W -j I M ZZ O rn O > cD rn C) i ¢ N + N + n + N Q n 3Li1. ¢ CA n LL + m �M��y'W N i= CA 00 Q o + N _ N M Ir N Q > N M N +O o N ++ 'd [n to d N o Q N ¢ F-- I N o a CJ co CO cn Q t- N N W{ I_ a Ld.'L QO o 1- C4- Z¢¢ Q o a a <{ N C�1 N � 1/\ 2 !� 3501 I C C�1 V¢ sC �' I H� La N t~/I Z I C t~fl t~/I C� N I I V) 24+0 --- N01'14'42'E 107. ' 25+0 N01'14'42"E 26+00 27+00 312.00' � -' s 5-f-- W s SEWER 3 3 O 8" SEWER 1 z I 29+00 , 'r' N rl NOl'14'42"E 30+00 369.73' ` , 31+00 - i--- 4- I - - --� - - -}-- - - i -- - - s s s SEWER 3 3 1 U 3 CURVE TABLE v ►�- ' v o ~ v 12' 12' +- ►_ Q M I 4 2 1 1= I � I ~ w vo I -=o ci6o �S Fg o �o o JI c3 o �0 12' 12' �o C3o 1=o Cao -� CURVE RADIUS LENGTH TANGENT DELTA Q o' � p, ui rn �i W N o o ci o v v o o wI ,� N f C4 1. ui aro I v r Ln •- r d r A r 1-= O� F= CIi H OD R H N " Z CA '- m O e- t 10.00 7.95 4.20 45-34'23* M °.° ..ci J J tn _ j - `� r 1� _ � 3 C �* �' 0D ¢ v cn 1� - r' - I j N Iz ' N ' CO la r to ' M ' et 0 �' L� J J 19 J J CA J M d N J -i to -J J J N J J to -1 O 1'7 V d M M t[j x N M C j N Ci ci Iri ul tri (ri 'o ;1 N (.i v (n (I 2 25.00 54.25 47.36 124'20'34' , M ci II M II M ci ,n c3 M C j N c3 (o I N c3 ('� ci ,o C i M cS x u M 11 M s 25.00' 39.27' 25.00' 9000'00" " W w I N > rn M > "' r i ^ 1 3 + 14 ~' 11 it > II > rn L�.l{ N NI 11 h whin Mm >O I°.° L?rn 11 Wt2 11 N la+, r . . . x 10 W '- w W N w 0 J d > pi J n> d N > Mi _7 Cj n: J CV W u W (� W^ W o0p I N 4 25.00 44.24 30.54 101'23 22 ,,, o p�pp N w (c W n ( N w Lv Ly w w o0 I .t W d- N n 18" 18" W d J J L� 18" 18" + W+ + w+ a Z o ``I I * w � 1 26' 26' I , i w ,+n i + L,, + w + + + + 26' 26' I oD cD I on ao (1- + I N N 1 N N N I N N I� N, ( N I N ( N I N N I N N 1 N N `�' C3 � d ci F¢_ c3 MEDALLION DRIVE v d d < d v d d d a MARSDEN STREET <3 � v 4 < c3 3 2 a� C6 I- aN 1yN aoN SEESHEET6 4J(~jl m(j aN 4J� cd in a: ;5 w(~i� ad(~il SEE SHEET 4 LLiN adN a- in L.1N N UNrT 3 UNIT 1 LOCAL ST. (PRIVATE STREET) • CURB & GUTTER rm NI /J:JI.:Ji2�O�JI�✓i�'T�`y��j��y\1f1�i� O>�S\�0���'1n�/.�cC!��✓Jr! 0.20' 0.40' 1.00' COMPACTED O.G. 1 RELATIVE DENSITY SEWN f HORIZ. VERT. R/W _I 7'-13' 1'I 3' C? 1 �I Z I w < w Lu 'Mco La °- II > STANDARD 4' SIDEWALK V I LANDSCAPE AREA > w CURB W eN� to M r Lo ' O M Ln -1 Ln M + I M n W CND M O> pp > Y 001, >W O Q I W w ca + W 358 J ++ N q q 11 N r CjdOAKLEY 27 oQ ¢d 28 c6 v~i SEE SHEET 7 2° a Q o ciU- cm C3 - 356 J of Q J co L ^,/ - >� ZE L' >� r Lt1 W tp a'. Z Li (O CAI C6 -j Li J _I J -4 -� J t` eF CD V L I p rn V m C3 Li Gi Li Q + + a0 Nn Q + 1 m Q �{ } 51 00' V.c. pi's to M M M d + ^ o 352 M N N i Q > M yQ > o �+ +� ++ 'd [n to v2 uj 1MEDALLION, DR. cr '''� pM MM M N V C+D JNOr 3501 N M 24+00 25+00 APPROXIMATE EXISTING GROUND 0 CENTERLINE v ,t a C� V) 1 ,� C� V) I (% C3 -ce -ce N x4J Ln NN d NN Z o Z -- -� m 200 Of U w 358 -- - - ---- n W 29+00 , 'r' N rl NOl'14'42"E 30+00 369.73' ` , 31+00 - i--- 4- I - - --� - - -}-- - - i -- - - s s s SEWER 3 3 1 U 3 CURVE TABLE v ►�- ' v o ~ v 12' 12' +- ►_ Q M I 4 2 1 1= I � I ~ w vo I -=o ci6o �S Fg o �o o JI c3 o �0 12' 12' �o C3o 1=o Cao -� CURVE RADIUS LENGTH TANGENT DELTA Q o' � p, ui rn �i W N o o ci o v v o o wI ,� N f C4 1. ui aro I v r Ln •- r d r A r 1-= O� F= CIi H OD R H N " Z CA '- m O e- t 10.00 7.95 4.20 45-34'23* M °.° ..ci J J tn _ j - `� r 1� _ � 3 C �* �' 0D ¢ v cn 1� - r' - I j N Iz ' N ' CO la r to ' M ' et 0 �' L� J J 19 J J CA J M d N J -i to -J J J N J J to -1 O 1'7 V d M M t[j x N M C j N Ci ci Iri ul tri (ri 'o ;1 N (.i v (n (I 2 25.00 54.25 47.36 124'20'34' , M ci II M II M ci ,n c3 M C j N c3 (o I N c3 ('� ci ,o C i M cS x u M 11 M s 25.00' 39.27' 25.00' 9000'00" " W w I N > rn M > "' r i ^ 1 3 + 14 ~' 11 it > II > rn L�.l{ N NI 11 h whin Mm >O I°.° L?rn 11 Wt2 11 N la+, r . . . x 10 W '- w W N w 0 J d > pi J n> d N > Mi _7 Cj n: J CV W u W (� W^ W o0p I N 4 25.00 44.24 30.54 101'23 22 ,,, o p�pp N w (c W n ( N w Lv Ly w w o0 I .t W d- N n 18" 18" W d J J L� 18" 18" + W+ + w+ a Z o ``I I * w � 1 26' 26' I , i w ,+n i + L,, + w + + + + 26' 26' I oD cD I on ao (1- + I N N 1 N N N I N N I� N, ( N I N ( N I N N I N N 1 N N `�' C3 � d ci F¢_ c3 MEDALLION DRIVE v d d < d v d d d a MARSDEN STREET <3 � v 4 < c3 3 2 a� C6 I- aN 1yN aoN SEESHEET6 4J(~jl m(j aN 4J� cd in a: ;5 w(~i� ad(~il SEE SHEET 4 LLiN adN a- in L.1N N UNrT 3 UNIT 1 LOCAL ST. (PRIVATE STREET) • CURB & GUTTER rm NI /J:JI.:Ji2�O�JI�✓i�'T�`y��j��y\1f1�i� O>�S\�0���'1n�/.�cC!��✓Jr! 0.20' 0.40' 1.00' COMPACTED O.G. 1 RELATIVE DENSITY SEWN f HORIZ. VERT. R/W _I 2 q INTERSECTION STA. 31+89.72 C.L. BARROWBY ST= STA. 34+90.47 C.L. OAKLEY ST 4 I WEST FLOWLINE 7'-13' 1'I 3' C? 1 �I Z I w < w Lu 'Mco La °- 2% MIN. > STANDARD 4' SIDEWALK V I LANDSCAPE AREA > w CURB 2 q INTERSECTION STA. 31+89.72 C.L. BARROWBY ST= STA. 34+90.47 C.L. OAKLEY ST 4 I WEST FLOWLINE IM C? M � 'Mco N > 1 ti V I 1- CO n Ln > w n CV W eN� to M r Lo ' LJy1 M Ln -1 Ln M + I M n W CND M O> pp > Y 001, >W Z �C! Q I W w ca + W 358 J ++ N (p' �, -o N M - CjdOAKLEY STREET oQ ¢d N c6 v~i SEE SHEET 7 SCALE: 1" = 50' HORIZONTAL (~n ,+, cm C3 - 356 Q W 1" = 5' VERTICAL C3 N - >� ZE L' >� V 2% MIN. S=0.26% Zotz C6 N w N 354 V v Q V m M MM co N a0 Nn M _o uj DO M > 51 00' V.c. MLn M M z �>W W ti 352 M W= �C-)m Q^ w W w wLL: N M v2 uj 1MEDALLION, DR. Lo m V C+D JNOr 3501 N M 24+00 25+00 APPROXIMATE EXISTING GROUND 0 CENTERLINE v ,t a 2 q INTERSECTION STA. 31+89.72 C.L. BARROWBY ST= STA. 34+90.47 C.L. OAKLEY ST 4 I WEST FLOWLINE O � ~ J c3 Cj oC> o C3 o I~ I 1 ti V I 1- CO n Ln t" 04 n CV BARROWBY STREET r M r Lo N •/ R/ CAI N 1[ J 1,0 J N V M C -i Ln -1 Ln N J M (� // + I M n W CND M O> pp > 00 /g.� � , l7, (PRIVATE STREET) 2 w+ 6 / Q I w++ i W+ I 2 /, M W) I MI M ,j d 0� d CjdOAKLEY STREET oQ cd w a t~ LLi (~il c6 v~i SEE SHEET 7 2 q INTERSECTION STA. 31+89.72 C.L. BARROWBY ST= STA. 34+90.47 C.L. OAKLEY ST 4 I WEST FLOWLINE O I` m EXISTING R/W BARROWBY STREET co U Li a 2' 2' T 10 (PRIVATE STREET) I I I (STA. 24+00.00 TO 31+89.72) z oQ iwi SCALE: 1" = 50' HORIZONTAL Q W 1" = 5' VERTICAL zC) Wo 0 + - (n ZE L' V 2% MIN. Zotz EXISTING STANDARD 4' SIDEWALK EXISTING LANDSCAPE AREA V v Q V m M MM co N a0 Nn M _o uj DO M > MLn M M z �>W W ti co M W= �C-)m Q^ w W w wLL: N M v2 uj Lo m V C+D JNOr N M w w oa APPROXIMATE EXISTING GROUND 0 CENTERLINE v ,t a ,;, ,� M ,�+� U tl] Z o Z -- -� m U w 358 -- - - ---- J - -- -- - ---- --- -- - c6 (~il-a Ln Luj (~n in Z CD C" 356 0 -c-"C' r0 = LLs=0.55% S=-0.25% S=0.247 354 1 N PROPOSED WEST FLOWLINE I352 II q Li Li 350 26+00 27+00 28+001 � 29+00 30+00 31+00 M 32+00 fco WEST FLOWLINE SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL LEGEND: LEGEND: (CONT.; LEGEND: C0 ABBREVIATIONS Ri FURNISH INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: - - - - - - - - - - - PROPOSED SAWCUT LIMIT LIVE FL FLOWLINE POVC POINT ON VERTICAL CURVE 'R1-1' - STOP "W31 CA' - END CL CENTERLINE BVC BEGIN VERTICAL CURVE ( ) is FURNISH INSTALL TRAFFIC SIGNAL CONDUIT ' ELEV ELEVATION EVC END VERTICAL CURVE R6-1' -ONE WAY "W14-1" -DEAD END BCR BEGIN CURB RETURN PI POINT R INTERSECTION 'R5-1" - DO NOT ENTER "W14-2" - NO OUTLET IR FURNISH & INSTALL IRRIGATION CONDUIT 'R26(CA)' - NO PARKING 'Wt -7' - DOUBLE ARROW ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE 'R3 -5R - RIGHT TURN ONLY "W1-6' - SINGLE ARROW Ic FURNISH & INSTALL INTERCONNECT CONDUIT BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE 'R4-7" - KEEP RIGHT 'W1-1' - CURVE ARROW r-gs Tg5 rgs FURNISH & IN TALL SPLICE BOX FOR INTERCONNECT EC END CURVE TC TOP OF CURB 'R81(CAr - BIKE LANE 'W3-3" - SIGNAL AHEAD TR3=N0. 3 1%S2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE Ut CURVE NUMBER FOR CURVE DESCRIPTION Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. - - STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS O TAPER NUMBER FOR TAPER DESCRIPTION ® EXISTING SURVEY MONUMENT 0 STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS ® ITEM OF WORK - SEE SCHEDULE FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. mi:pm CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS u PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. s SEWER - REFER TO SEWER & STORM DRAIN PLANS CALTRANS TYPE IV ARROW, LEFT OR RIGHT -O- FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. STD. ST -14. ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. AS APPLICABLE, TO BE PAINTED (REFERENCE DETAIL SHEET 9) p CALTRANS TYPE I ARROW FURNISH & INSTAR ALLEY UGHT-5800 LUMEN PER C.O.B. STD. ST -14. 0 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. 1f AS APPLICABLE, TO BE PAINTED (REFERENCE DETAIL SHEET 9) TRACT BOUNDARY CALTRANS TYPE VII ARROW INSTALL W31(CA) SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY OF,, TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED AT SAME TIME. '�' �' '" ` UNIT BOUNDARY AS APPLICABLE, TO BE PAINTED REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE.r= > CAL -TRANS TYPE VI ARROW LOCAL 26 (PRIVATE STREET) • EXISTING CURB C& GUTTER <ii,C....'` i • ♦' ►i.(C �; ?:JI.:l/:✓%`Ij�ll�JvJi��>��i:��l`�i��\� �.�vQ ��. \ �� ��. �NJ.N 0.20' 0.40' ;., 1.00' COMPACTED O.G. / 95% RELATIVE DENSITY v CONSTRUC11ON NOTES: NOTES: O1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN IMPROVEMENTS AND DETAILS. O2 CONSTRUCT 4' STANDARD SIDEWALK PER C.O.B. STD. ST -3. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. O3 CONSTRUCT HANDICAP RAMP PER DETAIL ON SHEET 2. OVER 0.40' CL. II AGG. BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. CONSTRUCT ON-SITE CURB WITH 12" TOTAL CURB HEIGHT AND 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS ® 6" CURB FACE PER DETAIL ON SHEET 2.PER C.Q.B. STD. D-14, UNLESS NOTED OTHERWISE. O5 CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3. 4. ADJUST EXISTING SEWER MANHOLES TO FINISHED GRADE. SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER. 5. EXISTING POLES TO BE RELOCATED. PAINT 12" LIMIT UNE USING THERMOPLASTIC PAINT PER CALTRANS 6. ALL DRAIN INLETS TO BE CHRISTY U23 CATCH BASIN WITH O7 STANDARD SPECIFICATION 8010-21C-19. ALHAMBRA FOUNDARY A2012 BICYCLE PROOF 24"x24" GRATE. ®CONSTRUCT TYPE "M' MEDIAN CURB WITH 14" TOTAL CURB 7• BRICK AREAS. HEIGHT AND 7W CURB FACE. PACIFIC CLAY BEAR PAVER: 60% RED FLASHED; 30% BURGUNDY; 10% DARK IRON SPOT. IN REGARD TO THEIR COLOR, THESE BRICKS CONSTRUCT 12' WIDE CROSS GUTTER PER C.Q.B. STD. ST -17. SHALL BE RANDOMLY SET THROUGHOUT THEIR RESPECTIVE O9 COMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND PATTERN. PATTERNS SHALL BE AS FOLLOWS: GUTTER LIP TO A DEPTH OF 12". RUNNING BOND FOR ALL CROSSWALKS, LONG SIDE OF BRICK CONSTRUCT 16'-20' WIDE ALLEY PER C.O.B. STD. ST -12. RUNNING WITH PEDESTRIAN TRAFIC. 10 PAVEMENT TO BE 0.50' PORTLAND CONCRETE CEMENT OVER COLORED CONCRETE IN ROUNDABOUTS SHALL BE SCOFIELD COLOR 0.40 CL.. II AGG. BASE OVER 0.50 COMPACTED O.G. TO C-25 SOMBERO BUFF. 90% OF MAX. CONSTRUCT 4' WIDE VALLEY GUTTER PER C.O.B. STD. ST -7. SFJ;na1 nEgSECIMCna1lFr�a l_ OPAVEMENT TO BE 0.50' PORTLAND CONCRETE CEMENT OVER � 11 0.40' CL. 11 AGG. BASE OVER 0.50' COMPACTED O.G. TO _ A 95% OF MAX. 2 12 PATCH PAVEMENT AFTER STORM DRAIN INSTALLATION swr wm SEs( Is t AS REQUIRED PER C.O.B. STD ST -6. 13 CONSTRUCT PASSING AREA PER DETAIL ON SHEET 2. 14 CONSTRUCT ALLEY ROLL-TOP CURB PER DETAIL ON SHEET 9. EXISTING R/W 7'-15' 2' 2' I 11 �I Z OW mI Q t!1a1 chem wa IWcm I 2%MIN' STANDARD 4' SIDEWALK LANDSCAPE AREA CURB a04♦l R1) Eli 11 AW 11 N .o 0) 0 M M H C) Q qt O cr -t O z u i Q � 00 3 0 w co co o (n N M W Y Q m I to w 0) I c 0 � O I` m co U Li a 10 ww 0 z o zC) Wo 0 + - (n ZE L' V Zotz V v Q V m _o uj Lo ti co W= �C-)m IW- m N v2 � CJ m W a� oa m U tl] O Lu Z w (� o m tN S o Z CD C" 0 -c-"C' r0 = w 0) I c 0 I'1 N I` co U M 10 ww 0 o 0 + - c N V V v Q �... uj ti co IW- m N a� m w 0) I c 0 TRACT 1\40, 6223 UNIT 3 4 TRACT NO. 6223 II Ass\ UNIT 5 11 11 1 S u co`t. n a UNIT `' F 2 7 BARROWBY STREET SEE SHEET 3 0 0 0 0 099 x x00 nj N 00 ! �Vl O� �� _ _ 3 � X .�� os 3 m I.i -ice J-� �`�to -jam Dir > A' L. v L. v>L �; � e�'i Lci U 'O,Lol 0c OO tn co OfO -'* iL I 00 z o o O O rn N rn 3 STA. 12+25.00, F.L. ^ c+�t c+.i co 5 MM LN LN �to 1.0w tV .-� Ln + � • �� W + M M 1\ c� vo ao ao 2 I m c~i�v~i 5 26 �g��������� rr0 ul cn cn m N cn a to to w N cn cn INTERSECTION 3 STA. 10+00.00 C.L. MARSDEN ST= STA. 28+19.99 C.L., BARROWBY ST TRACT BOUNDARY 3 W 25 r 11+0018" DRAIN N �z1 S88.45'18'E 1 293.53' 30 �t �I a 18' DRAIN 13+00 S 6" SEWER ... 6 N O�Lr 3 ci � LENGTH L- N oo to t- O IU 00 UI 62.59' -to J 'o Z ' M U 1 N 19 Ln CUM U Ln0 m n > r�i La I t< I 16 mN -'- - - - I M 00> 1 co tM 1 + 1,- 2 9 tp +i I I N w C4>; '6 I 2 OMi n O CD I �+ 10o I m NI 4 BARROWBY STREET1 a< dv~ 4 W 15 I '- SEE SHEET 3 m ccn a (n Li cn M M M M E.C.R. - ELEV.=356.34 T.C. 1 L>�i 356 U STA. 10+37.00 C.L., 12.00RT. FU- S 11+00 i STA. 14+72.91 F.L. NORMAL F.L. ELEV. 352.74 30 �t �I a 18' DRAIN 13+00 S 6" SEWER ... 6 N O�Lr 3 ci � LENGTH IR 1 ci Ln 00 o d 00 62.59' I+ O J 'o Z ' M U 1 N 25.00' m n > r�i La I t< I 16 mN + 17 M 45'3423' \� c NORTH FLOWLINE MARSDEN STREET (PRIVATE STREET) (STA. 10+00.00 TO 14+60.92) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL no LEGEND: ABBREVIATIONS FL FLOWLINE POVC POINT ON VERTICAL CURVE CL CENTERUNE 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 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. -<D7 FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. STD. ST -14. (REFERENCE DETAIL SHEET 9) FURNISH & INSTALL ALLEY LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. (REFERENCE DETAIL SHEET 9) INSTALL W31(CA) SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED AT SAME TIME. ,> REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. Ste' G�' lADP� 5 i TRACT BOUNDARY 6 0�9y\ TRACT NO. 6223 3 CURVE RADIUS LENGTH IR 1 100.00' 62.59' 32.36' EX. q CATCH BASIN 2 25.00' 25.00' t=0 tri M :2 M W') to M M 45'3423' 2 9 N _ `' rn I 2 OMi n O CD N i- 8" SEWER 92'47'13' m uJ• laJ. W W a ci Q U " I '- M M M M M M Ln 1 L>�i 356 U ��� FU- S 11+00 S STA. 14+72.91 F.L. NORMAL F.L. ELEV. 352.74 -12+00 5 UNIT 5 LLJ H LOQ 352 Lt- 15+0 ... d Z O O 0 S Z W LAJ W W W Z W W J W et In 360 M O W M LNo tOA co � tq - -8 -';-DRAIN - t7i Ln J WJ 01 -cZ-n Lri L.J -L w! CD - 2 12 PATCH PAVEMENT AFTER STORM DRAIN INSTALLATION x 3 O SEE TRACT 6223 w � Ta CONSTRUCT PASSING AREA PER DETAIL ON SHEET 2. o 0 APPROXIMATE EXISTING u � 1 2 1 1 rn 1 0 4 N o m N o � 8 7 w 358 W 1 t3 Q d _ Q& Q Q GROUND 0 CENTERLINE SEE SHEET 2 0 0 c i + p4 + + N; _v a -d 4i --m 'H c'n .- tJ GJ - - - o: L, i N ro 3 I I Q w�,'; 0O - - - a m- J - 4.I Lam( .Li�_5 � - - - - - W _CU ap _a N a ..jCi cn L.i Fa- V 1Q- LiLi U N rdt N z o: m W 41 356 -1 �' wI LLI J Lr_ J J LL L'- j �Z w A B `F H 0 L Z I (a ti ri a I r7 to I rri M cp I r,.T to l t,' I ,,: !�/ -1...i Li m M 1 STA. 13+11.99 C.L. BARROWBY ST r a ocy U U ��1 N CD n1 g_1.$8Ye cJI cMa �I to N) "' U c�ai v I601 Z J O Z O O O O Ln .-- t7f m .= to N 5; }Q t� t >- ¢ N 00 +. >- Q t0 + Q n S=-0.25% } ^ OLh Q iT 't F•' O t0 Z O t0 I O_' F O tp O A O J O O O U O Z O O J O O S=-0.36% -j •. J a I -. CV t\1 In to Oi Oi In to to I� �' -0.77%-- + 354 3 + w N � I 3 + I ¢ N + + Z ao 2 w I in �` th � v of z ai W N Q V) to O z I I �' coi - � t9 00 00 +'t 0 Q 00� ^) > .� - Q Z N -t`o '� Q d+ -!- n N `n d N c 5z� Q Ln + � O O .�- } Q o TRACT BOUNDARY 18' 12' •-•-� '-r- �"o N p Q S=-0.25% Q 1Q -I NI o Q L -I toI _> 0 Q NI 1* o ` �.- _ - �� •-•- 0 N w) I- -- �' •-•- S ~ .- I� U Opp M O '- I PROPOSED NORTH FLOWLINELi �i U tQ" H� FQ-- fQ- U Fa-- FQ- (/t N �, N r tzo N 1 352 Um I Q O M IQ- z (3� Z H H W F•- .Q !Q- v Q Fd- '� ci 3 c" Lri + w m - c+0 L�7 2 Lri' ad cn cn a to to La in cn ^o o( 3 +� 1 "' 2 Ln g v cn cn Ll � cn � m cn <n cn 10+0% W W N ; I 11+00 12+00 13+00 to 14+00 = M N M O if w O N- p0 I + Lo i N �- + + I� d M `->Q;LJ' rl 11 O } 1 d. U V '� + U I LA F O ' X. w - ^.- -• - 18' 18' W > N J O W W .d N � � M O Q ( D O ¢ � i O Q 1 I NORTH FLOWLINE I O W Q J W '6>,.i W -i i'- c9 Z H O I- U Ln SCALE: 1" = 50' HORIZONTAL 6' 26 J w to Lo 0 1 0 W Lo I Q + to F-- �' Q 1" = 5' VERTICAL Q �' F- to Q c� F"' va LEGEND: ABBREVIATIONS FL FLOWLINE POVC POINT ON VERTICAL CURVE CL CENTERUNE 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 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. -<D7 FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. STD. ST -14. (REFERENCE DETAIL SHEET 9) FURNISH & INSTALL ALLEY LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. (REFERENCE DETAIL SHEET 9) INSTALL W31(CA) SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED AT SAME TIME. ,> REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. Ste' G�' lADP� 5 i TRACT BOUNDARY 6 0�9y\ TRACT NO. 6223 3 CURVE RADIUS LENGTH IR 1 100.00' 62.59' 32.36' EX. q CATCH BASIN 2 25.00' 25.00' 90'00'00' 3 10.00' I 4.20' 45'3423' 2 9 N 51.33' 26.54' I 2 N 3 25.00' N i- 8" SEWER 92'47'13' STA. 14+71.25 C.L. 17.00LT.= 118.00' TRACT NO.- 3223 18" DRAIN a ci Q U " I '- q� 155.0 UNIT J E.C.R./BEGIN CURB & GUTTER i TYPE "M' MEDIAN CURB WITH 14" TOTAL CURB 1 L>�i 356 354 ��� FU- S 11+00 S STA. 14+72.91 F.L. NORMAL F.L. ELEV. 352.74 -12+00 5 UNIT 5 W H S-14+00-- 352 Lt- 15+0 ... STA. 10+37.00 C.L. 12.00LT.= U L2 M S In Z 352 350 1 II W W J DEPRESSED F.L. ELEV. 352.57 - --r tx S88'45'18"E JU OAKLEY STREET W Q w d W 11+00 EX. OF STA. 10+37.00, F.L.11 � tq - -8 -';-DRAIN - z p t d - 2 12 PATCH PAVEMENT AFTER STORM DRAIN INSTALLATION x 3 O SEE TRACT 6223 1501.00' 13 CONSTRUCT PASSING AREA PER DETAIL ON SHEET 2. BARROWBY STREET ° �: „ ,_ u � 1 2 1 1 i 1 0 9 o � 8 7 u •* ,: ALLEY I SEE SHEET 9 vII o, ,_ m �- c Z '' STREET IMPROVEMENT PLANS 0 o 1 SEE SHEET 2 0 0 0 Z V m 7 $' o 'H c'n .- tJ GJ - - - V) 3 I I - - - (W J - 4.I Lam( .Li�_5 � - - - - - I WI I W3 STA. 10+00.00 C.L., STILLBROOK DR= Jl U- Li -1 �' wI LLI J Lr_ J J LL L'- j �Z w A B `F H 0 L Z I (a ti ri a I r7 to I rri M cp I r,.T to l t,' I ,,: !�/ -1...i Li m M 1 STA. 13+11.99 C.L. BARROWBY ST r a ocy U U ��1 N CD n1 `� cJI cMa �I to N) "' U c�ai v I601 Z J O Z O O O O Ln .-- t7f m .= to N 5; }Q t� t >- ¢ N 00 +. >- Q t0 + Q n M '�" } ^ OLh Q iT 't F•' O t0 Z O t0 I O_' F O tp O A O J O O O U O Z O O J O O -j •. J a I -. CV t\1 In to Oi Oi In to to I� �' 3 + I 3 + w N � I 3 + I ¢ N + + Z ao 2 w I in �` th � v of z ai W N Q V) to O z I I �' coi - � t9 00 00 +'t 0 Q 00� ^) > .� - Q Z N 3 '� Q d+ -!- W -� -F "11 ( N `n d N c 5z� Q Ln + � O O .�- } Q o TRACT BOUNDARY 18' 12' •-•-� '-r- �"o N p Q t-1 vll Q 1Q -I NI o Q L -I toI _> 0 Q NI 1* o ` �.- _ - �� •-•- 0 N w) I- -- �' •-•- S ~ .- I� U Opp M O '- I �i U tQ" H� FQ-- fQ- U Fa-- FQ- (/t N �, N r tzo N 1 I Czo N C� N Z H fQ•- Um I Q O M IQ- z (3� Z H H W F•- .Q !Q- v Q Fd- '� ci 3 c" Lri + w m - c+0 L�7 2 Lri' ad cn cn a to to La in cn ^o o( 3 +� 1 2 Q cn cn g v cn cn Ll � cn � m cn <n cn r � � N ; I z BARROWBY STREET Ls� c 'j� 13 14 15 16 17 i 8 m N a W N 19 3 M �' 2 u W� oAKLEY STREET SEE SHEET 2 G6 in a to Lei Ln Z w � a SEE TRACT 6223 TANGENT DELTA E.C.R. - ELEV.=35515 T.C. ' MIT � a a � � w v"i STREET LLAANSVEMENT STA. 10+37.00 C.L., 12.00RT. V / C3 W la! NORTH FLOWLINE. > STILLBROOK DRIVEcn (PRIVATE STREET) CURVE TABLE 3 CURVE RADIUS LENGTH IR 'R6-1" - ONE WAY "W14-1" - DEAD END 1 100.00' 62.59' 32.36' 35'51'49- 2 25.00' T- 25.00' 90'00'00' 3 10.00' I 4.20' 45'3423' 2 9 N 51.33' 26.54' I 2 N 3 25.00' N i- 8" SEWER 92'47'13' s 118.00' 73.86' 6" SEWER 18" DRAIN a ci Q U " I '- q� 155.0 6 356 i TYPE "M' MEDIAN CURB WITH 14" TOTAL CURB 1 L>�i 356 354 S=-0.51% FU- S 11+00 S UJ -12+00 5 U� S=-0.25% W H S-14+00-- 352 Lt- 15+0 ... 588.45'18"E16+00 U L2 M S In Z 352 350 1 II W W J i- - --I - N - --r _ S88'45'18"E JU 13+00 W Q w d W 11+00 EX. OF CONSTRUCT 4' WIDE VALLEY GUTTER PER C.O.B. STD. ST -7. � tq - -8 -';-DRAIN - z p t d - 2 12 PATCH PAVEMENT AFTER STORM DRAIN INSTALLATION 2 3 O �, i� 1501.00' 13 CONSTRUCT PASSING AREA PER DETAIL ON SHEET 2. 14 CONSTRUCT ALLEY ROLL-TOP CURB PER AP i DETAIL ON SHEET 9. - Ln a `�' W � Z V m 7 c'n .- tJ GJ - - - q INTERSECTION 3 I - - - (W - - - - - - - I WI I STA. 10+00.00 C.L., STILLBROOK DR= V) w �Z w 4 2 aN Cr F^ zEX m M 1 STA. 13+11.99 C.L. BARROWBY ST I ocy d O 0 i t" S o J U 8 1= Lo U O cr- O cr a I O V t- C5 U N Q, ,ri 1— U -i 00 I c i �' O U O -iI v I V O J 1 c i I ti c -iI c,S 1 Cj O I u 1 Cj N •- �' G I -j ci I � t9 1-4 o v O I t0 to Z 1 3 2- O W Z N � h - Lt) - N -} O Q } Q o O I oOp ? O O } O ? O rn O > O N -1 to M ^ J O J pp O m M O '- I - = I L`ij ci ''� v L'oo ci 3 c" Lri + + Lri' 3 ^o o( 3 +� ,� (3 ti cU cU I Lri to = M N M O if w O N- p0 I + Lo i N �- + + I� d M `->Q;LJ' rl 11 O } 1 d. U V '� + U I LA F O ' X. w - ^.- -• - 18' 18' W > N J O W W tp o Q i '- m O Q ( D O ¢ � i O Q 1 I 0 U d I O W Q J W '6>,.i W -i i'- c9 Z H O I- U Ln ( 6' 26 J w to Lo 0 1 0 W Lo I Q + to F-- �' Q t� H v' Q �' F- to Q c� F"' va .Q F- W+ cwt L" 1 W �+ to N O O ►�- I Q CO - '_ i n 1 N t i N' N ( 1 U r- i r- to yc W Y d+ N Q 1 1 BARROWBY STREET Ls� c 'j� 13 14 15 16 17 i 8 m N a W N 19 3 M �' 2 u W� oAKLEY STREET SEE SHEET 2 G6 in a to Lei Ln Z w � a SEE TRACT 6223 TANGENT DELTA E.C.R. - ELEV.=35515 T.C. ' MIT � a a � � w v"i STREET LLAANSVEMENT STA. 10+37.00 C.L., 12.00RT. V / C3 W la! NORTH FLOWLINE. > STILLBROOK DRIVEcn (PRIVATE STREET) UNE TABLE LINE LENGTH BEARING L1 104.80' N5522'53"E L2 24.00' S8845'1 8"E CURVE TABLE p0 CURVE RADIUS LENGTH IR 'R6-1" - ONE WAY "W14-1" - DEAD END 1 100.00' 62.59' 32.36' 35'51'49- 2 25.00' 39.27' 25.00' 90'00'00' 3 10.00' 7.95' 4.20' 45'3423' 4 82.00' 51.33' 26.54' 35'51'49' 5 25.00' 40.49' 26.25' 92'47'13' s 118.00' 73.86' 38.19' 35'51'49' a ci Q U " 10.00' 7.23' 3.78' 4124'35' UNE TABLE LINE LENGTH BEARING L1 104.80' N5522'53"E L2 24.00' S8845'1 8"E LEGEND: (CONT.) NOTES: CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. p0 C) 00 th d0 t'M r - tri IR 'R6-1" - ONE WAY "W14-1" - DEAD END r') M M M O 'R3 -5R - RIGHT TURN ONLY "W1-6" - SINGLE ARROW O m J W W W -- o STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS W O Ln CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. � CALTRANS TYPE IV ARROW, LEFT OR RIGHT > z W C� M in + to + } 360 358 W � o -6 UNIT BOUNDARY AS APPLICABLE, TO BE PAINTED cn CAL -TRANS TYPE V1 ARROW a ci Q U " d F a m '5 V i 358 356 in O] W � TYPE "M' MEDIAN CURB WITH 14" TOTAL CURB 7. L>�i 356 354 S=-0.51% FU- J W g W UJ 10% DARK IRON SPOT. 1N REGARD TO THEIR COLOR, THESE BRICKS U� S=-0.25% W H 354 352 Lt- PATTERN. PATTERNS SHALL BE AS FOLLOWS: C_.) U n O M S In Z 352 350 1 II W W J COLORED CONCRETE IN ROUNDABOUTS SHALL BE SCOFIELD COLOR -= N ' 14+75 JU 10+00\ \ \ W Q w d W 11+00 CONSTRUCT 4' WIDE VALLEY GUTTER PER C.O.B. STD. ST -7. � tq �,M LEM 11 PAVEMENT TO BE 0.50 PORTLAND CONCRETE CEMENT OVER 0.40' CL. It AGG. BASE OVER 0.50' COMPACTED O.G. TO LEGEND: (CONT.) NOTES: CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. R1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: TS 'Rt -1' - STOP 'W31(CA)' - END IR 'R6-1" - ONE WAY "W14-1" - DEAD END Ic 'R5-1' - DO NOT ENTER "W14-2' - NO OUTLET Tg3 T-5 T8s 'R26(CA)' - NO PARKING "Wl-7" - DOUBLE ARROW O 'R3 -5R - RIGHT TURN ONLY "W1-6" - SINGLE ARROW 1�1 'R4-7' - KEEP RIGHT "Wt -1" - CURVE ARROW Ot 'R81(CA)" - BIKE LANE 'W3-3' - SIGNAL AHEAD -- o STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS ® STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS 3. CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. � CALTRANS TYPE IV ARROW, LEFT OR RIGHT S- SEWER - REFER TO SEWER & STORM DRAIN PLANS ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. 0 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS Z TRACT BOUNDARY UNIT BOUNDARY LEGEND: (CONT.1 NOTES: CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. - - - - - - - - - - - PROPOSED SAWCUT LIMIT LINE TS FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT IR FURNISH & INSTALL IRRIGATION CONDUIT Ic FURNISH & INSTALL INTERCONNECT CONDUIT Tg3 T-5 T8s FURNISH & IN TALL SPLICE BOX FOR INTERCONNECT O TR3=N0. 3 1%82 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE 1�1 CURVE NUMBER FOR CURVE DESCRIPTION Ot TAPER NUMBER FOR TAPER DESCRIPTION ® ITEM OF WORK - SEE SCHEDULE O4CONSTRUCT CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS 3. PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) � CALTRANS TYPE IV ARROW, LEFT OR RIGHT AS APPLICABLE, TO BE PAINTED cli CALTRANS TYPE I ARROW 4. AS APPLICABLE, TO BE PAINTED Z CALTRANS TYPE VII ARROW 5. AS APPLICABLE, TO BE PAINTED cn CAL -TRANS TYPE V1 ARROW TE 12+00 (STA. 10+00.00 TO 16+80.00) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL GROUND 13+00 NORTH FLOWLINE SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 14+00 - 358 356 354 352 TING FLOWLI E 350 15+00 15+75 CONSTRUCTION O1 NOTES: CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. NOTES: 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN IMPROVEMENTS AND DETAILS. 3 CONSTRUCT 4' STANDARD SIDEWALK PER C.O.B. STD. ST -3. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE 'B" A.C. O W D OVER 0.40' CL. II AGG. BASE OVER 0.50' COMPACTED O.G. TO HANDICAP PER DETAIL SHEET 2. N BE COMPACTED TO 95% RELATIVE DENSITY PER C.Q.B. STD. ST -9. O4CONSTRUCT ON-SITE CURB WITH 12" TOTAL CURB HEIGHT AND 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS 6" CURB FACE PER DETAIL ON SHEET 2. PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. cli CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3. 4. M Z n M n 5. EXISTING POLES TO BE RELOCATED. cn hl 6. ALL DRAIN INLETS TO BE CHRISTY U23 CATCH BASIN WITH QPAINT 7 STANDARD SPECIFICATION 8010-21C-19. U M TYPE "M' MEDIAN CURB WITH 14" TOTAL CURB 7. L>�i ®CONSTRUCT HEIGHT AND 7W CURB FACE, W FU- J W g W UJ 10% DARK IRON SPOT. 1N REGARD TO THEIR COLOR, THESE BRICKS U� w -i U W H O GUTTER LIP TO A DEPTH OF 12'. Lt- PATTERN. PATTERNS SHALL BE AS FOLLOWS: C_.) U n O S In Z W Z t0 'R w COLORED CONCRETE IN ROUNDABOUTS SHALL BE SCOFIELD COLOR -= N tet+• -J !Nn_N Q w X Q' t` JU Q W Q w d W d CONSTRUCT 4' WIDE VALLEY GUTTER PER C.O.B. STD. ST -7. covlzo �,M LEM 11 PAVEMENT TO BE 0.50 PORTLAND CONCRETE CEMENT OVER 0.40' CL. It AGG. BASE OVER 0.50' COMPACTED O.G. TO z p t d - 2 12 PATCH PAVEMENT AFTER STORM DRAIN INSTALLATION surer ISSKM O AS REQUIRED PER C.O.B. STD ST -6. 14+00 - 358 356 354 352 TING FLOWLI E 350 15+00 15+75 CONSTRUCTION O1 NOTES: CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. NOTES: 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN IMPROVEMENTS AND DETAILS. QZ CONSTRUCT 4' STANDARD SIDEWALK PER C.O.B. STD. ST -3. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE 'B" A.C. O CONSTRUCT RAMP ON OVER 0.40' CL. II AGG. BASE OVER 0.50' COMPACTED O.G. TO HANDICAP PER DETAIL SHEET 2. BE COMPACTED TO 95% RELATIVE DENSITY PER C.Q.B. STD. ST -9. O4CONSTRUCT ON-SITE CURB WITH 12" TOTAL CURB HEIGHT AND 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS 6" CURB FACE PER DETAIL ON SHEET 2. PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. O5 CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3. 4. ADJUST EXISTING SEWER MANHOLES TO FINISHED GRADE. © SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER. 5. EXISTING POLES TO BE RELOCATED. a ter 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS 6. ALL DRAIN INLETS TO BE CHRISTY U23 CATCH BASIN WITH QPAINT 7 STANDARD SPECIFICATION 8010-21C-19. 4 ALHAMBRA FOUNDARY A2012 BICYCLE PROOF 24"x24" GRATE. TYPE "M' MEDIAN CURB WITH 14" TOTAL CURB 7. BRICK AREAS. ®CONSTRUCT HEIGHT AND 7W CURB FACE, PACIFIC CLAY BEAR PAVER: 60% RED FLASHED; 30% BURGUNDY, Z C7 UJ 10% DARK IRON SPOT. 1N REGARD TO THEIR COLOR, THESE BRICKS ®CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. COMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND UJ SHALL BE RANDOMLY SET THROUGHOUT THEIR RESPECTIVE GUTTER LIP TO A DEPTH OF 12'. cn PATTERN. PATTERNS SHALL BE AS FOLLOWS: C_.) loc RUNNING BOND FOR ALL CROSSWALKS, LONG SIDE OF BRICK CONSTRUCT 16'-20' WIDE ALLEY PER C.O.B. STD. ST -12. � RUNNING WITH PEDESTRIAN TRAFIC. t7 PAVEMENT TO BE 0.50' PORTLAND CONCRETE CEMENT OVER COLORED CONCRETE IN ROUNDABOUTS SHALL BE SCOFIELD COLOR 10 0.40' CL. it AGG. BASE OVER 0.50' COMPACTED O.G. TO C-25 SOMBERO BUFF. N 90% OF MAX. w s£cnar GNAMOW CONSTRUCT 4' WIDE VALLEY GUTTER PER C.O.B. STD. ST -7. �,M LEM 11 PAVEMENT TO BE 0.50 PORTLAND CONCRETE CEMENT OVER 0.40' CL. It AGG. BASE OVER 0.50' COMPACTED O.G. TO z p t 95% OF MAX. - 2 12 PATCH PAVEMENT AFTER STORM DRAIN INSTALLATION surer ISSKM O AS REQUIRED PER C.O.B. STD ST -6. 13 CONSTRUCT PASSING AREA PER DETAIL ON SHEET 2. 14 CONSTRUCT ALLEY ROLL-TOP CURB PER VIY� DETAIL ON SHEET 9. P4 QST 4 D 14t-7 0 z a 0 moo W LJ cr Z m � a ter J 4 P coP Z C7 UJ O UJ 10 cn C_.) loc F � z� w t7 9 N � w z p t O v VIY� Ln W � Z V m c'n .- tJ GJ m (W O O_ CJ V) �Z w aN zEX ocy t" S o cr- O O G N s W W d' Pu z 4.5 OM R �Li ASN U. 0 W O Z m � a ter J P coP UJ O UJ W C_.) loc F � 9 Z a to � W W d' Pu z 4.5 OM R �Li ASN U. 0 TRACT N0, 0223 - I In'- E.C./ UNrr 3 II M U1\4IT 5 MATCH EXISTING CURB & GUTTER d' o J N rn ELEV.=355.62 T.C. O ►= a a BARROWBY STREET o o I- o SEE SHEET 2 � 0 U C) V 1 13.00LT. 8 M 9 obi rn > vo ip�~cvrn`j~ao WZ I� _j z SEE SHEET -i d M Lo d' V -00 ^et N J J to -J -4 J U Cj C)o U � o - U VI p J U Il J '� J .� ui M J J Q 0p"p � In tj In t Q -i 0" 1 F W OO } fnN �, Mn .- �-p Q h + co ZN I in N 15 �JN17 3 tW O{- Fs J W W^ X o Z w M J In W In J w i O W+ I w 0 {3,�S p !_ ± ae I '�' � •N- �•OF• IN INTERSECTION 18 12' O+ ' I '-� ?± a: o a Q Ia n t W .e[ I n 1 _W d 1-1 cr STA. 10+00.00 C.L, LANESFIELD DR= STA. 10+00.00 C.L, ALLEY 'E' - v d ci Q d ci d ``' n °� a V' W Ene4# in . 4 2 N M to N STA. 21+95.99 C.L, BARROWBY ST I 1 ��a v _ � It CV DEPR SSED F.L.EELEV. 352.95 - - - - 5 1$' 18' II a -(3 n o(s NMI ^cri oo� L ao z vCN Io a�` �Rgi^r 3 2 11+00 a' _L6-12+00 6 SEWER -13+00 6" SEWER L1 3 $ 15+00 _ 18' DRAIN - -� D p - -2 - N D ; - - I D - 14+00- -. - - - 2 °O 18' DRAIN - I In'- E.C./ 3 to II M M MATCH EXISTING CURB & GUTTER d' o J N rn ELEV.=355.62 T.C. O ►= a a a. w6 iv n STA. 14+20.23 C.L, 13.00LT. TRACT BOUNDARY M cosi obi rn > W WZ 10 o0o z SEE SHEET If d M Lo W 18' 18' IIf TRACT BOUNDARY Nii 06 et m o Il J '� J 0 J J Q 0p"p � In tj In t2 r" �� M M Q -i 0" TRACT 1\40, 6223 F W OO } fnN �, Mn .- �-p Q h + II 0> w L O ZN I in N 15 �JN17 3 tW ++ Fs J W W^ X o Z Z a Q o F C -i 3 INTERSECTION 0o c~n m 1Q d STA. 14+51.00 C.L., LANESFIELD DR= O N m cn n cn cn z STA. 10+00.00 C.L, ALLEY 'E' - 21 *r vCN Io a�` �Rgi^r 3 2 11+00 a' _L6-12+00 6 SEWER -13+00 6" SEWER L1 3 $ 15+00 _ 18' DRAIN - -� D p - -2 - N D ; - - I D - 14+00- -. - - - 2 °O 18' DRAIN SOUTH FLOWLINE LANESFIELD DRIVE (PRIVATE STREET) (STA. 10+00.00 TO 14+20.23) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL - I In'- 90 -WOO' 3 to d M M 1 d' 1 N rn d ae O ►= S=0.25% a. w6 iv n t� M TRACT BOUNDARY M cosi obi rn > W �rj M In M M M If d M Lo W 18' 18' IIf W V Nii 06 et m II Il J '� J �,,>,� W in 0 if r c0 wo = �- 0 N 0 o to l Fs ,,_ > Wto ui o Z So � d C -i BARROWBY Q V-' 0o 1 M tjR;. r) 00 ui O N in NINNO E32' 21 *r . W o ui N -' W M d ui ►' i ai M to C31= $OUta' a �'� ��a v _ � �Li CV DEPR SSED F.L.EELEV. 352.95 - - - - 5 1$' 18' o o0 a -(3 n o(s d in ^cri oo� ± ao z ao �o 6' 26' 1 Z w ei r i ++++ N � cInn in ul) -'li In rD co ++ 1 Z BARROWBY ,'_' STREET o 0 MANDALAY PLACE 0 0 �- 0 0 � o cn) TRA N SEE SHEET 2 v � v � j++ a: ci J J 0o SEE SHEET 8 UNIT � '_c tai of v) m H N CL cn cn t.; N to p o °^ q CATCH BASIN N0. 5 a ODM ro o u ON STA. 10+50.25 C.L, 12.00RT.= I 32' 16' !2 . I STA. 10+50.25, F.L. o,w' ON IDV C9 -L U d 1 NORMAL F.L. ELEV. 353.69' 14 vIn InIn to cccccoo DEPRESSED F.L. ELEV. 353.52' ( 40' 49' -4 I SOUTH FLOWLINE LANESFIELD DRIVE (PRIVATE STREET) (STA. 10+00.00 TO 14+20.23) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL - DELTA In'- 90 -WOO' 3 to d M M 1 d' IN N rn d ae O ►= S=0.25% a. w6 iv n t� M w) M cosi obi rn > W �rj M In M M M `� W W W 18' 18' m W V Nii 06 et m II Il J '� J �,,>,� W in 0 if 11 ~ wo W> < 1 �- J N d LO W Fs ,,_ > Wto ui w3 So d a= BARROWBY Q V-' II Cl-ko tjR;. r) 00 ui O N in NINNO E32' 21 *r . W o ui N -' W M d ui ►' i ai M to C31= $OUta' a �'� ��a v _ � �Li CV DEPR SSED F.L.EELEV. 352.95 - - - - T m d n a a -(3 n d � n m d in ci ° cj ao z ao �o W N � N z �_m -'li ,_ 16' Z V to ,'_' -'w �J MANDALAY PLACE II STREEt IMPROVEMENT �" F- ~ o~ �- m M �� ir Z am a 356 ws r CD J J J 0o SEE SHEET 8 -0-,cn -W �d � -jJ p o °^ d+1 FE I O a ODM ro o u ON ON I 32' 16' !2 . I o ui ON o,w' ON IDV C9 -L U d 1 4 ( 49' 49' I 4O' 4O' 14 vIn InIn to cccccoo fl- ( 40' 49' -4 I cb00) vo '"ice F No c� cn++ cn NN ++ NN ++ NN ++ NN Z �� ��: ++ �M ++ �� •0'� 6 ( = I%,- Z 40 00 �� NOa + fNM MANDALAY PLACE ON S� I 4' 16' W N W = g� et0 OOtO �� z OOOi Z O N ,-- N N 1- � p O OW WN W`+ n 4i ao '-'- cn cn a )- (A <n u i 1- cn cn cn Donn 0o O to SEE SHEET 8 �•; V-1- m c- a F- 12 OOp ++ }}+ GAO ++ p0 ++ op 1 NN NN NN r, oD eh I I ++ ep cn cn cn cn (n cn cn cn Q Fd -i It W id;a nn ��00 UNIT & dQ6 da E-►- 1-r cn in DO V) V) aL N to LLi to in 2 , 4 d o z 00 In toIII cj � U rd v �� z rd- d_ m to N Or to to u i cn to d to cn M to to Sc to t n PROPOSED NORTH FLOWUNE O SOUTH FLOWLINE LANESFIELD DRIVE (PRIVATE STREET) (STA. 10+00.00 TO 14+20.23) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 360 - DELTA In'- 90 -WOO' 2 10.00' 7.95' 4.20' to d M M 1 d' M N rn d ae O ►= S=0.25% to iv n t� M w) M cosi obi rn > W �rj M In M M M `� W W W 18' 18' m W V 358 06 et m J O J '� J �,,>,� W in 0 APPROXIMATE W W W W> < 1 �- J N d LO W z ,,_ > Wto ui w So EXISTING d .-- BARROWBY Q V-' TRACT N O 6223 Cl-ko W r) 360 88� DELTA S=O.32% 90 -WOO' 2 10.00' 7.95' 4.20' ui w d ui W GROUND ® M M N N d ae �- ►= S=0.25% I PROPOSED SOUTH FLOWLINE - iv n 352 10+001111+00 z o ^ m o w cosi obi r - W W a w ® +on M `� l+ > m 18' 18' SOUTH FLOWLINE, 358 06 1 W W -� + a - �n L� W + aA o in 0 co co 0 UNIT O 1 0 w STA. 12+70.50 C.L, 12.00LT.= STA. 12+73.75, F.L. + �- N N raj W + ti Z Q z W U So O d .-- BARROWBY Q V-' TRACT N O 6223 a a n c: N W Q 1 JI 01 O U in CU >r 21 *r . W o ui N -' W M d ui ►' i ai M to ci m or -v a �'� ��a v _ � �Li < DEPR SSED F.L.EELEV. 352.95 - - - - T m d n a a -(3 n d � n m d in ci ° cj ao z ao �o W N � N z �_m En ,_ cn F ,: V to ,'_' _o + aN0 + MANDALAY PLACE II STREEt IMPROVEMENT �" F- ~ o~ - J 1�. n M �� ir Z am a 356 ws r J J J J 0o SEE SHEET 8 -0-,cn -W �d � 0 o p o °^ d+1 FE I O a o 0 ro p r� © o � TRACT BOUNDARY TRACT BOUNDARY v m UJ !2 . S:-__1 t2 _ J -� -7 I Q 06 wi cv 4 ( 49' 49' I 4O' 4O' ui ao 06 r � W to JW to MJLiJ S=1.15% 0 -4 UJ-j � 354 88� DELTA S=O.32% 90 -WOO' 2 10.00' 7.95' 4.20' 4534'23" STA. 10+00.00 C.L, PARKERHILL DR= STA. 16+23.99 CL., BARROWBY ST I� W - I E.C.R.STA. d' S=0.25% d ae d f - ►= S=0.25% I PROPOSED SOUTH FLOWLINE - iv n 352 10+001111+00 mff:Fm 12+00 >1 13+00 LIq W cio 1 W W a w ® d a a M TRACT BOUNDARY l+ > m 18' 18' SOUTH FLOWLINE, 13+92.00 C.L, 12.00LT.= 06 1 SCALE: 1" = 50' HORIZONTAL W V W 1" = 5' VERTICAL UNIT O 1 0 LEGEND: 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 OF VERTICAL CURVE FC FINISH CONCRETE © FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. ® EXISTING SURVEY MONUMENT FURNISH & INSTALL STREET NAME SIGN PER C.O.B. SID. T-1. FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. - Com- FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. SID. ST -14. (REFERENCE DETAIL SHEET 9) 0 FURNISH & INSTALL ALLEY LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. (REFERENCE DETAIL SHEET 9) INSTALL W31(CA) SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED AT SAME TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. I� q INTERSECTION - - Nwe CURVE RADIUS LENGTH TANGENT DELTA 25.00' 39.27' 25.00' 90 -WOO' 2 10.00' 7.95' 4.20' 4534'23" STA. 10+00.00 C.L, PARKERHILL DR= STA. 16+23.99 CL., BARROWBY ST I� W - "R26(CA)" - NO PARKING 'W1-7" - DOUBLE ARROW E.C.R.STA. d' ac d ae d f - ►= -- Q 0 STORM DRAIN MANHOLE -- REFER TO SEWER & STORM DRAIN PLANS mff:Fm CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. 358 CATCH BASIN N0. 2 cio 1 V a` �a c500 ® -' V 7 TRACT BOUNDARY l+ > m 18' 18' N ui 13+92.00 C.L, 12.00LT.= 06 1 W W W V W 6' 26' W UNIT O 1 0 w STA. 12+70.50 C.L, 12.00LT.= STA. 12+73.75, F.L. STA. 13+95.25, F.L. (1) IN raj W a..j W > 11 oa►-o z o I� q INTERSECTION - - Nwe CURVE RADIUS LENGTH TANGENT DELTA 25.00' 39.27' 25.00' 90 -WOO' 2 10.00' 7.95' 4.20' 4534'23" STA. 10+00.00 C.L, PARKERHILL DR= STA. 16+23.99 CL., BARROWBY ST 41'24'35' W d "R26(CA)" - NO PARKING 'W1-7" - DOUBLE ARROW E.C.R.STA. 'R3 -5R - RIGHT TURN ONLY "W1-6' - SINGLE ARROW ac d ae d f - ►= -- Q 0 STORM DRAIN MANHOLE -- REFER TO SEWER & STORM DRAIN PLANS mff:Fm CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. 358 CATCH BASIN N0. 2 cio 1 V a` �a c500 ® -' V 7 TRACT BOUNDARY l+ > UNIT BOUNDARY 18' 18' N ui 13+92.00 C.L, 12.00LT.= 06 1 O a HEIGHT AND 712" CURB FACE. CC m M 6' 26' W UNIT O 1 0 w STA. 12+70.50 C.L, 12.00LT.= STA. 12+73.75, F.L. STA. 13+95.25, F.L. (1) IN raj W a..j W > 11 oa►-o 1 M > U So O d .-- BARROWBY STREET TRACT N O 6223 a a n c: N W Q 1 JI 01 O U in CU NORMAL F.L. V. 353.12 21 *r . W o ui N -' W M d ui ►' i ai M to W ,�i W u4 W O W U 0 w UJ `i DEPR SSED F.L.EELEV. 352.95 c o+ UNIT 6 BARROWBY STREET M N t� ta. n W I' �'LJJ " ° O ao z ao �o ofALLEY SEE TRACT 6223 o N If Q 'S SEE SHEET 2 O ,_ F F ,: V to ,'_' _o + aN0 + MANDALAY PLACE II STREEt IMPROVEMENT �" F- ~ o~ - J 1�. n M �� ir Z am a - ws r J J J J 0o SEE SHEET 8 0 o J a �' o PLANS �d � 0 o p o °^ d+1 FE I O a o 0 ro p r� © o � TRACT BOUNDARY TRACT BOUNDARY v m UJ !2 . - J' t2 _ J -� -7 I Q 06 wi cv 4 ( 49' 49' I 4O' 4O' ui ao 06 r � W to JW to MJLiJ I 0 -4 UJ-j � J -� -!'--i .- N JJ J J v c� \ Q cn o U d+. W Z �� ��: �: 16' 6 32' 32' �� �: v cj ci v I6 z TRACT NU. 2 3 6 ( = I%,- Z 40 00 �� NOa + fNM ODM ON S� I 4' 16' W N W = g� et0 OOtO �� z OOOi Z O N ,-- N N 1- � p O OW m n o= n 4i 1� 1� M M cV CV u) u) Oi Cn to U') cD )� t0 to ^ 0o O to ao In to ai tG WtD _ a7 3 N ^ O dao va Z rri t� to M I� to Ni N - - P�'j'W U sN1 12 OOp ++ }}+ GAO ++ p0 ++ op 1 NN NN NN r, oD eh I I ++ ep O _ N in in )l- P_ - O X x n ++ ++ a ++ W ++ W } 1d W N 22 II toad C-0 da nn Fd -i It _ ��00 ta.1 & dQ6 da E-►- 1-r cn in DO V) V) aL N to LLi to in 2 , ad" ad ad a r►- �? 1- ' m N N CL to tow in in d o z 00 In toIII cj � U rd v �� z rd- d_ m to N Or to to u i cn to d to cn M to to Sc to t n I� q INTERSECTION - - Nwe CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 25.00' 39.27' 25.00' 90 -WOO' 2 10.00' 7.95' 4.20' 4534'23" STA. 10+00.00 C.L, PARKERHILL DR= STA. 16+23.99 CL., BARROWBY ST 41'24'35' W d "R26(CA)" - NO PARKING 'W1-7" - DOUBLE ARROW L3 'R3 -5R - RIGHT TURN ONLY "W1-6' - SINGLE ARROW ac d ae d f - ►= -- Q 0 STORM DRAIN MANHOLE -- REFER TO SEWER & STORM DRAIN PLANS mff:Fm CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. 358 N adi cio 1 V a` �a c500 ® -' V 7 TRACT BOUNDARY l+ > UNIT BOUNDARY 18' 18' N ui F" 06 1 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 25.00' 39.27' 25.00' 90 -WOO' 2 10.00' 7.95' 4.20' 4534'23" 3 10.00' 7.23' 3.78' 41'24'35' N ul N O v I= � N " N LENGTH 'R1-1' - STOP 'W31(CA)' - END 360 M S88'45'18"E W d "R26(CA)" - NO PARKING 'W1-7" - DOUBLE ARROW L3 'R3 -5R - RIGHT TURN ONLY "W1-6' - SINGLE ARROW d < d ae d f - 'R81(CA)' - BIKE LANE 'W3-3" - SIGNAL AHEAD -- STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS 0 STORM DRAIN MANHOLE -- REFER TO SEWER & STORM DRAIN PLANS mff:Fm CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. 358 N adi in O_ n w m n SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. ® SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. WW�14+00 <I a a � \ M 356 354 352 15+0015+25 LEGEND: (CONT.) LINE TABLE R1 i FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: LENGTH 'R1-1' - STOP 'W31(CA)' - END L1 'R6-1" - ONE WAY 'W14-1' - DEAD END S88'45'18"E 'R5-1' - DO NOT ENTER "W14-2" - NO OUTLET 30.77' "R26(CA)" - NO PARKING 'W1-7" - DOUBLE ARROW L3 'R3 -5R - RIGHT TURN ONLY "W1-6' - SINGLE ARROW S88'45'18"E 'R4-7" - KEEP RIGHT 'W1-1' - CURVE ARROW 28.00' 'R81(CA)' - BIKE LANE 'W3-3" - SIGNAL AHEAD -- STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS 0 STORM DRAIN MANHOLE -- REFER TO SEWER & STORM DRAIN PLANS mff:Fm CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3. s SEWER - REFER TO SEWER & STORM DRAIN PLANS ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. ® SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. TRACT BOUNDARY l+ > UNIT BOUNDARY 358 356 354 352 350 LEGEND(CONT.) LINE TABLE Z LINE LENGTH BEARING L1 85.23' S88'45'18"E L2 30.77' S88'45'18"E L3 138.00' S88'45'18"E L4 28.00' S8845'18"E L5 23.00' S88 45'18"E L6 335.00' 1 88'45'18"E 358 356 354 352 350 LEGEND(CONT.) J Z 00 ci o u) Jcn Cl _ IR Oo I o Ic IE3 S T$6 FURNISH & IN TALL SPLICE BOX FOR INTERCONNECT N TR3=N0. 3 12 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE �1 f Ot TAPER NUMBER FOR TAPER DESCRIPTION 3 ITEM OF WORK - SEE SCHEDULE I CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3. PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) 5 >C1n �wN AS APPLICABLE, TO BE PAINTED EXISTING POLES TO BE RELOCATED. a l+ > CALTRANS TYPE VII ARROW 18' 18' AS APPLICABLE, TO BE PAINTED J CLoW u> J .5 co O a HEIGHT AND 712" CURB FACE. CC m M 6' 26' W W O 1 0 w o C-0 (1) IN raj W a..j W > 11 oa►-o 1 M > U So O d .-- BARROWBY STREET (j aD a a n c: N W Q 1 JI 01 SEE SHEET 2 O U in CU ►' 00 E.C.R. - ELEV.=355.10 T.C. STA. 10+37.00 C.L. 12.00RT. ci APPROXIMATE EXISTING W o ui N -' W M d ui ►' i ai 358 356 354 352 350 LEGEND(CONT.) J - - - - - - - - - - - PROPOSED SAWCUT LIMIT UNE ci o FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT TS Cl FURNISH & INSTALL IRRIGATION CONDUIT IR 3 FURNISH & INSTALL INTERCONNECT CONDUIT Ic IE3 S T$6 FURNISH & IN TALL SPLICE BOX FOR INTERCONNECT N TR3=N0. 3 12 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE �1 CURVE NUMBER FOR CURVE DESCRIPTION Ot TAPER NUMBER FOR TAPER DESCRIPTION V ITEM OF WORK - SEE SCHEDULE I CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3. PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) 5 CALTRANS TYPE IV ARROW, LEFT OR RIGHT 1 SEWER AS APPLICABLE, TO BE PAINTED EXISTING POLES TO BE RELOCATED. CALTRANS TYPE I ARROW 12" LIMIT UNE USING THERMOPLASTIC PAINT PER CALTRANS AS APPLICABLE, TO BE PAINTED > CALTRANS TYPE VII ARROW M M pri AS APPLICABLE, TO BE PAINTED AL HAMBRA FOUNDARY A2012 BICYCLE PROOF 24"x24" GRATE. CAL -TRANS TYPE VI ARROW • "� ' cN r 12+00--- 18 DRAIN °p a2 13+ aO io ^1 6' SEWER 18' DRAIN U -if O U O < u:)O 3 N co 00 O Q cn 2 `; J U L4IN 4 I 1 J NOTES: 1. 00 ci o 1 JI U 2. Cl O3 CONSTRUCT HANDICAP RAMP PER DETAIL ON SHEET 2. 3 - o > N co 1 o Ki M-04 NI C� cn ~ I 3 CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3. UNIT 5 J U L4IN 4 I 1 NOTES- CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. NOTES: 1. 00 Go CONSTRUCT 4' STANDARD SIDEWALK PER C.O.B. STD. ST -3. 2. -- O3 CONSTRUCT HANDICAP RAMP PER DETAIL ON SHEET 2. +L OVER 0.40' CL. It AGG. BASE OVER 0.50' COMPACTED O.G. TO 18' DRAIN 2 BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 18' R IN_ ri M Ki M-04 14+00 - _ L4 1 +00 5_ of PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. O CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3. 8' SEWER EX. 8" SEWER z EX. 8" 1 SEWER i., EXISTING POLES TO BE RELOCATED. 3 12" LIMIT UNE USING THERMOPLASTIC PAINT PER CALTRANS W > M M M pri t'%j AL HAMBRA FOUNDARY A2012 BICYCLE PROOF 24"x24" GRATE. M CONSTRUCT TYPE "M' MEDIAN CURB WITH 14" TOTAL CURB M to HEIGHT AND 712" CURB FACE. CC m M W W W 10% DARK IRON SPOT. IN REGARD TO THEIR COLOR, THESE BRICKS SHALL BE RANDOMLY SET THROUGHOUT THEIR RESPECTIVE > J N W) > O < > J ¢a. OD raj W a..j W > 11 oa►-o °� M > U So O d .-- W J J -3 J W W Z u: > W I M W -� II cr o W J JI 01 W O U J I CU ►' 00 w ci APPROXIMATE EXISTING W o ui N -' W M d ui ►' i ai M to W ,�i W u4 W O W U 0 w UJ `i V c o+ t0 M GROUND ®CENTERLINE M N t� ta. n W N > z �'LJJ ui O ao z ao �o Q Q 'S to O I Q 3+ to> V p V to Cj _o + aN0 + c"o i3 - J 1�. n M �� ir Z am _j - ws r M ^ w .N- ►U- N q to N w I �d � .} + O d+1 FE I O cn am > cn ro Oop r- -� c- - ►- o w v cn tai cn 4:0cn z a m cn W v m UJ -d cn m )Q a% v) o: Q -z -1 U -Q Q w J W to JW to I 0 -4 I (~n c� \ Q cn 1 d+. W Z CU Ci 8=-0.37% W S g 5 6 ci a c d .�+- Q ALLEY O "1" F O O A N 21 v) + + m n o= n 4i n SEE SHEET 9 W + + =0.51% '-� M1 o a: z S=-0.25% B.C.R. - ELEV.=354.24 T.C. U5 sZ C4 nn STA. 14+73.00 C.L., 13.00RT. C-0 da nn NORTH FLOWLINE. PARKERHILL DRIVE (PRIVATE STREET) (STA. 10+00.00 TO 14+73.00) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL CONSTRUIC110N O1 NOTES- CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. NOTES: 1. 00 Go CONSTRUCT 4' STANDARD SIDEWALK PER C.O.B. STD. ST -3. 2. IMPROVEMENTS AND DETAILS. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. O3 CONSTRUCT HANDICAP RAMP PER DETAIL ON SHEET 2. +L OVER 0.40' CL. It AGG. BASE OVER 0.50' COMPACTED O.G. TO 2 .n cr BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. Ki M ri M Ki M-04 M M i� of PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. O CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3. 4. ZD O SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER. i., EXISTING POLES TO BE RELOCATED. WW 12" LIMIT UNE USING THERMOPLASTIC PAINT PER CALTRANS W > M M M pri t'%j AL HAMBRA FOUNDARY A2012 BICYCLE PROOF 24"x24" GRATE. M CONSTRUCT TYPE "M' MEDIAN CURB WITH 14" TOTAL CURB M M HEIGHT AND 712" CURB FACE. CC m M W W W 10% DARK IRON SPOT. IN REGARD TO THEIR COLOR, THESE BRICKS SHALL BE RANDOMLY SET THROUGHOUT THEIR RESPECTIVE > J N W) > O < > J ¢a. OD raj W a..j W > In > °� M > U So O u) .-- W J J -3 J W W Z u: > W W J M ?- M W -� J W J W W O J > `�' M O N O �i �n m " APPROXIMATE EXISTING W o ui N -' W M d ui ►' i ai M to W ,�i W u4 W O 13 U 0 w UJ `i o+ c o+ t0 M GROUND ®CENTERLINE M N t� ta. n W N > z �'LJJ ui O ao z ao .-- C.i o+ ,� + _m c + + S + Licn + _o + aN0 + c"o i3 cin X 1�. n .J _j ws d - - .N- .N- ►U- N q to N w w � .} + Lu cn am cn a- cn uj in �- - ao cn o r- -� c- - ►- o w v cn tai cn 4:0cn z a m cn W v m UJ -d cn m )Q a% v) o: cn i. i -z U -Q ,6 w 5=-1.279; 0 0- I \ Q cn Cn cn 8=-0.37% arZ U, o CL } U) S=-0.259: =0.51% M1 o 0cr S=-0.25% U5 sZ CD - S=-0.25% ��00 ' PROPOSED NORTH FLOWUNE O W Ni Ki rh M M M it 10+00� N 11+00 12+00W 13+00 W W 14+00 II 11 a a a 15+00 NORTH FLOWLINE. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL CONSTRUIC110N O1 NOTES- CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. NOTES: 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN O CONSTRUCT 4' STANDARD SIDEWALK PER C.O.B. STD. ST -3. 2. IMPROVEMENTS AND DETAILS. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. O3 CONSTRUCT HANDICAP RAMP PER DETAIL ON SHEET 2. +L OVER 0.40' CL. It AGG. BASE OVER 0.50' COMPACTED O.G. TO 2 .n .� BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 4 O CONSTRUCT ON-SITE CURB WITH 12' TOTAL CURB HEIGHT AND 6" CURB FACE PER DETAIL ON SHEET 2. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS of PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. O CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3. 4. ADJUST EXISTING SEWER MANHOLES TO FINISHED GRADE. fl SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER. 5. EXISTING POLES TO BE RELOCATED. OPAINT 7 12" LIMIT UNE USING THERMOPLASTIC PAINT PER CALTRANS 6. ALL DRAIN INLETS TO BE CHRISTY U23 CATCH BASIN WITH STANDARD SPECIFICATION 8010-21C-19. AL HAMBRA FOUNDARY A2012 BICYCLE PROOF 24"x24" GRATE. CONSTRUCT TYPE "M' MEDIAN CURB WITH 14" TOTAL CURB 7. BRICK AREAS. HEIGHT AND 712" CURB FACE. CC PACIFIC CLAY BEAR PAVER: 60% RED FLASHED; 30% BURGUNDY; CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. COMPACT SUBGRADE TO 95% OF MAX. TO 10% DARK IRON SPOT. IN REGARD TO THEIR COLOR, THESE BRICKS SHALL BE RANDOMLY SET THROUGHOUT THEIR RESPECTIVE 2C GUTTER LIP TO A DEPTH OF 12�� . 12" BEYOND PATTERN. PATTERNS SHALL BE AS FOLLOWS: CONSTRUCT 16'-20' WIDE ALLEY PER C.O.B. STD. ST -12. a..j W RUNNING BOND FOR ALL CROSSWALKS, LONG SIDE OF BRICK RUNNING WITH PEDESTRIAN TRAFIC. 10 PAVEMENT TO BE 0.50' PORTLAND CONCRETE CEMENT OVER 0.40 CL If AGG. BASE OVER 0.50 COMPACTED O.G. TO � COLORED CONCRETE IN ROUNDABOUTS SHALL BE SCOFIELD COLOR 90% OF MAX. C-25 SOMBERO BUFF. CONSTRUCT 4' WIDE VALLEY GUTTER PER C.O.B. STD. ST -7. MUM DESIGNATION: 11 PAVEMENT TO BE 0.50' PORTLAND CONCRETE CEMENT OVER SECIM uEM J 0.40' CL 11 AGG. BASE OVER 0.50' COMPACTED O.G. TO k____ A 95% OF MAX. 12 PATCH PAVEMENT AFTER STORM DRAIN INSTALLATION 2 MET *EW SECfldi 6 SNOMN i AS REQUIRED PER C.O.B. STD ST -6. Z O 13 CONSTRUCT PASSING AREA PER DETAIL ON SHEET 2. 14 CONSTRUCT ALLEY ROLL-TOP CURB PER Oc)ZE DETAIL ON SHEET 9. 358 356 354 352 350 15+75 fri0"14.3 oats 0 a i 0) d to 0 co O 1 L- w v co 3 o to o V)) N w w Y Q m 00 co d' of 00 O CID0 of a 0 m � 0 M 0 N 1 , 4 to 0 Imoo W =i a � Iii +L o 2 .n .� _ ix of Z s Q CL Q V f W zW 0 v > L CC 0 F_ 2C o IS a..j W Fn � Uj z� w O Q J i Z O 1- Oc)ZE v m ws � V m n O V ,6 w 0 0- U Cn arZ U, o CL } U) LLI 0cr U5 sZ CD ��00 O O O m' TmTW LO CO W ft iAlft 0J I. f=sir„► �- W =i a � Iii +L o 2 .n .� _ ix uj Z s Q CL V f W zW 0 v > L CC 0 F_ o IS a..j W T� Uj �...� Q J i m' TmTW LO CO W ft iAlft 0J I. f=sir„► �- E.C. - ELEV.=353.58 T.C. STA. 10+36.28 C.L., 12.00LT. 5 BARROWBY STREET O Q; H ao TRACT BOUNDARY SEE SHEET 2 1s' t$' M _: 1= -' " -' 00 N -' 2 8 II <_j C W Z J W 26' 26' EXISTING ALLEY PER - mzz� ' w M '- r, " I ci - `- D 4'2a co - W U u- I _i N^ o 356 W B. ELEV =353.76 T.C. W ii v > � N , l o STA. 10+12.01 C.L., 36.76LT. c'4I J ;� w °+° ( ± M+ p cD z ± iho N W O I O+ W CO3 +Ij`O 6 �I o I U t �o QiF< J z� ao F- �� cia in a w caul B C U Go v of� a; l °D i v STA. 9+82.30 C.L, 12.37LT.= i STA. 9+65.65, F.L. 7 STA. 9+_77.23, F.L._ _ q INTERSECTION/B.C. N00'39'43"E RAD, STA. 10+00.00 C.L., LINCOLNSHIRE DR= STA. 10+00.00 C.L, BARROWBY ST "' - ----- - -_ 18" DRAIN _ _ � ---F-S8617'32"E -D� :-12+0Q 8 S 8" -- ------ s N O Q; H ao i M M REMOVE 11 II <_j C W Z UNIT W 358 N M EXISTING ALLEY PER - mzz� J J � Wti PRIVATE `� D 4'2a co - W U u- I _i N^ o 356 W TR 7161 GRADING PLAN °° M >to N 27r UQ 26 PARK 25 W 'j��W I+ 24 M+ p cD z ± iho 2300 wM +i U J V I Q H- r"r.. J S=-0.38% �0 � 352 J ++ i 350 i J _ J U U Go v of� a; l °D i v 1 v m � I as oo+o 00$ M g 7.95' ,ri l ui w U o I M v NN ori l o' N I ± .^I N Oi > d M NI Q c�D r-- rn MI II O d rn +eq 0 d N Z� O 00 O d < o+ w+ ( Z .N- w N > .- I 3 + N ;>110 0 JrOi Q+ W+ 3 + > �I w3 + m+ > d v+l c� v'1 ' o d �1 N o Z ►<-) I M it n ~ Id -I N' it cn " o ~ _� al 4 my UI<- - m cn "-- I �''j vn ciaNl a Iv in �I I "' - ----- - -_ 18" DRAIN _ _ � ---F-S8617'32"E -D� :-12+0Q 8 S 8" -- ------ s la_ N O Q; H ao i M M If 11 II <_j C W Z ti > W W 358 N M z r- J J � Wti PRIVATE `� D 4'2a co - W U u- I _i N^ o 356 W a -< p °° M >to N .a Q N Oi < a PARK z W 'j��W I+ �J U� M+ p cD z ± iho 354 wM +i 00f c�J OOH W -i r"r.. _� < ( + S=-0.38% \\�� I O. 2 352 M+U-W ++ W N N �cn 350 V ++ =wi 00 12 iN OQQi� oo �- (('�� 9 TRACT NO. 6223 W a � as � as §a in in � N ~n N zo w cn(n I+,I tntn 7 JJ 7.95' 4.20' 1 4534'23" m NN UNIT 7 n 12 Xdi�o W II + • TRACT No. 6223 la_ N O M H ao ')N M t0 M M � t- ►-- I O O LO n W c� Z C W Z ti > W W 358 N M z r- J J � Wti h - 21Y 01iQ� et -4p LO+ 356 W a -< Q N CD I CU Um < -U < a X p O °° ( m a (n c.+ (nzQ w oQ 354 wM +i o� Q UII'rI (n S=-0.38% ++ 352 a NN X 350 N 118.87' \ la_ Y J -i 1 n H ao J LZ r 0 � t- ►-- I O O cn c� Z C � t 2J O } O < » O 21Y i-0 m �I LO+ 0s i+cli O Q W UW N oI X p O °° ( _+I '-I°° W^ 00 oQ C� wM +i o� Q UII'rI (n a~ ++ 1 a NN X 8to N 118.87' \ 03'02'16" (('�� 9 I 1 I v ' � JJ 7.95' 4.20' 1 4534'23" m NN cncn 6 R 18" DRAIN 14+00 p EX 18" DRAIN EX. 18" DRAIN - - - S89'19'48"E-•(- - 164.28'- - U- -I-- - [16� 9 13+i 0 s 8" SEWER u, s -0 -15+00 -.EX 8' SEWER j ---- Y J n n 3 I ...i 0 � t- ►-- I O O cn c� Z 03'02'44" � } rn [V 2J a U N X < » O 21Y i-0 m �I N< 0s i+cli O Q uM: CU U U CU 1 cn 11 > OR X p O °° ( °WWv _j W^ X M M > W 1 wM +i o� Q UII'rI u a~ ++ 1 dcn m w �nc X 6 R 18" DRAIN 14+00 p EX 18" DRAIN EX. 18" DRAIN - - - S89'19'48"E-•(- - 164.28'- - U- -I-- - [16� 9 13+i 0 s 8" SEWER u, s -0 -15+00 -.EX 8' SEWER j ---- SOUTH FLOWLINE LINCOLNSHIRE DRIVE (PRIVATE STREET) (STA. 10+00.00 TO 15+37.82) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL n n n RADIUS I ...i I � t- ►-- I O O LL: h n t 03'02'44" 0 } rn [V OD d NO a U o < » O 3 00 cV �j J J� f-: w UW U � C4 j YY 1 0s i+cli O Q +I O QOi C� 1- OND r': '- I UJ I+ Od F 4514'39' c - M (co En 1 N p Q N --7 cn W °� + + CU w 4J ++ 1 (n J 10 X ^� N 118.87' Z H1<- a cn cn < cn cn 03'02'16" U I -a d I 1 I ta.l N N m0 SOUTH FLOWLINE LINCOLNSHIRE DRIVE (PRIVATE STREET) (STA. 10+00.00 TO 15+37.82) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL n n n RADIUS 'R1-1' - STOP "W31(CA)' - END ...i I � t- ►-- I O O W n t 03'02'44" p } rn [V ao co a U o < » O N( + d N way + > �j J J� f-: w UW U � C4 j YY 1 O< r- I O Q +I O QOi C� 1- OND r': '- I N n W+ UJ ---t U 3 U W �' En F 4514'39' o n n p ad N f '� p N 000 1 N 7 m ++ a ++ `j tnth U < 1d- m!n --7 cn W °� + + CU w 4J s 1 (n J 26.20' '02-29'05' X m N 118.87' Z H1<- a cn cn < cn cn 03'02'16" U I -a d I 1 I Win �\ m0 7.95' 4.20' 1 4534'23" 352 2 cncn n 12 Xdi�o W II + • TRACT No. 6223 W 350 15+00 16+00 16+50 w 0 UNIT 4 SOUTH FLOWLINE LINCOLNSHIRE DRIVE (PRIVATE STREET) (STA. 10+00.00 TO 15+37.82) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 10+00 11+00 LEGEND: 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 OF VERTICAL CURVE FC FINISH CONCRETE Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. Q EXISTING SURVEY MONUMENT FURNISH & INSTALL STREET NAME SIGN PER C.Q.B. STD. T -1 - FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. -<D- FURNISH & INSTALL STREET UC4iT-5800 LUMEN PER C.O.B. STD. ST -14. (REFERENCE DETAIL SHEET 9) 0 FURNISH & INSTALL ALLEY UGHT-5800 LUMEN PER C.O.B. STD. ST -14. (REFERENCE DETAIL SHEET 9) INSTALL W31(CA) SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED AT SAME TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. 12+00 13+00 SOUTH FLOWLINE SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 14+00 LEGEND: (CONT. n n n RADIUS 'R1-1' - STOP "W31(CA)' - END Ln M N ,+'nj Ln M � 65.17' "R26(CA)" - NO PARKING 'Wt -7' - DOUBLE ARROW 03'02'44" 'R3 -5R' - RIGHT TURN ONLY "W1-6' - SINGE ARROW O 'R4-7' - KEEP RIGHT "Wi-1' - CURVE ARROW Lu W < W W W ui ® W 0: O m rn o 0 J W #ATE EXISTING 7.50' SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. '* SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. 0 CENTERUNE TRACT BOUNDARY 4514'39' ± a: r 04 58.49' + 7 30.00' U \ m CU w 4J s 1208.00' �� 26.20' '02-29'05' X m N 118.87' 59.45' 03'02'16" O I 1 I Win �\ 10+00 11+00 LEGEND: 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 OF VERTICAL CURVE FC FINISH CONCRETE Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. Q EXISTING SURVEY MONUMENT FURNISH & INSTALL STREET NAME SIGN PER C.Q.B. STD. T -1 - FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. -<D- FURNISH & INSTALL STREET UC4iT-5800 LUMEN PER C.O.B. STD. ST -14. (REFERENCE DETAIL SHEET 9) 0 FURNISH & INSTALL ALLEY UGHT-5800 LUMEN PER C.O.B. STD. ST -14. (REFERENCE DETAIL SHEET 9) INSTALL W31(CA) SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED AT SAME TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. 12+00 13+00 SOUTH FLOWLINE SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 14+00 LEGEND: (CONT. CURVE TABLE R1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: RADIUS 'R1-1' - STOP "W31(CA)' - END TANGENT 'R6-1" - ONE WAY "W14-1" - DEAD END M 'R5-1" - DO NOT ENTER "W14-2' - NO OUTLET 65.17' "R26(CA)" - NO PARKING 'Wt -7' - DOUBLE ARROW 03'02'44" 'R3 -5R' - RIGHT TURN ONLY "W1-6' - SINGE ARROW O 'R4-7' - KEEP RIGHT "Wi-1' - CURVE ARROW 58.97' 'R81(CA)" - BIKE LANE "W3-3" - SIGNAL AHEAD '- p STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS ® STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS t� CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. s SEWER - REFER TO SEWER & STORM DRAIN PLANS 7.50' SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. ® SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. 7.90' TRACT BOUNDARY 4514'39' UNIT BOUNDARY on E.C.R./BEGIN CURB & GUTTER 3 W STA. 10+37.00 C.L., 12.00LT.= UNIT 1 N n STA. 10+37.00, F.L. o 7' Jj' 1\J BARROWBY STREET n n �, SEE SHEET 3 a o 1 3 o ^ " n 12 11 g M g �a UNIT 5 N N ui 06_4 J 1 �; 0 Q - - - - •t I W IIS- ti I I a0 d -! oD -I o w d N J J �-j J > U- rn 4 IOC r< o cS'L V�- ci4: iI M � ^i I'� Z -I�>W cMo J �� v p .J U W W u: Colo -4 -1 J Z 0c; - to 0D M O >- '- n 'M., t o Z I N U U W U GJ O O Of N Of .} < O } M O O "i iy -� N M 0 Z 0 0 in � � + N � I ¢ N ori 10 �- o �- � .ri °+' I z -7 O ++ ++ ++ ^ > '_ + M •- < tp m N -J < Z Md M 00 2 2 00 00 00 < + $ + NN W ._ X00 _� Md U N I� w= �I �`' N a N ++ N+ o ++ x oo 18' 12' v •- in o a it <n cr 1 I- F- M M Q N �`' " a M M ¢ t+J + + + + FF<� ►<-�(3r<-4c I c F< �"` ( v Q I o.< �M�Icn o w in vv a �r (i INTERSECTION I m N a N cn tLi N N 1 2 N (n C-0 v~i c~i1 z o I N a ul-i N I< z �< ►a - STA. 10+00.00 C.L. MEDALLION DR= NN cal (n N STA. 25+07.99 C.L. BARROWBY ST 3 U) LINE TABLE LINE LENGTH I BEARING L1 36.62' S891 9'48"E L2 47.87' S88 45'18'E CURVE TABLE - -- - - - - - - - - CURVE RADIUS LENGTH TANGENT DELTA M 1226.00' 65.17' 32.59' 03'02'44" 2100'2224.00' O 117.91' 58.97' 03'02'16" 3 25.00' 38.78' 24.52' 88'53'14" 4 1238.00' 15.00' 7.50' 41'39' 5 10.00' 7.90' 4.17' 4514'39' s 2206.00' 116.96' 58.49' 03'02'16" 7 30.00' 47.14' 30.01' 90'01'19' s 1208.00' 52.38' 26.20' '02-29'05' X 9 2242.00' 118.87' 59.45' 03'02'16" O 2525.00' 39.27' 25.00' 90'00'00" tt 10.00' 7.95' 4.20' 1 4534'23" LINE TABLE LINE LENGTH I BEARING L1 36.62' S891 9'48"E L2 47.87' S88 45'18'E LEGEND: 1CONT.) � - -- - - - - - - - - - PROPOSED SAWCUT LIMIT UNE QOi C9 Qui IR M � M FURNISH & INSTALL INTERCONNECT CONDUIT W j W U W W _ _ _- Z O TRACT BOUNDARY -j a rz -Z F O CURVE NUMBER FOR CURVE DESCRIPTION OTAPER OR O# ITEM OF WORK - SEE SCHEDULE 18' 18' CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS 358 PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) z a 00 cn �`W a0 � j AS APPLICABLE. TO BE PAINTED 20 BARROWBY STREET CALTRANS TYPE I ARROW 5 AS APPLICABLE, TO BE PAINTED A. CALTRANS TYPE VII ARROW 3+ yi1 AS APPLICABLE, TO BE PAINTED c� CAL -TRANS TYPE M ARROW 356 .�I IM <(n mcn W w J c5 .0.4 �I w o X U UWF .J U ' J I G N Q O N 354 ,,' oM W P ---- 3 ---- m+ 352 2 in aa+ n 12 Xdi�o W II + • W 350 15+00 16+00 16+50 LEGEND: 1CONT.) ' - -- - - - - - - - - - PROPOSED SAWCUT LIMIT UNE Ts FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT IR FURNISH & INSTALL IRRIGATION CONDUIT Ic FURNISH & INSTALL INTERCONNECT CONDUIT Tg3 TR5 T-9 FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT TR3=N0. 3 1/2 SIZE TR5=NO. _ _ _- Z O TRACT BOUNDARY -j a 5 SIZE TR6=N0. 6 SIZE O CURVE NUMBER FOR CURVE DESCRIPTION OTAPER NUMBER FOR TAPER DESCRIPTION O# ITEM OF WORK - SEE SCHEDULE 18' 18' CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS O< N PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) 26' 26' CALTRANS TYPE IV ARROW, LEFT OR RIGHT m AS APPLICABLE. TO BE PAINTED 20 BARROWBY STREET CALTRANS TYPE I ARROW 5 AS APPLICABLE, TO BE PAINTED A. CALTRANS TYPE VII ARROW 3+ yi1 AS APPLICABLE, TO BE PAINTED c� CAL -TRANS TYPE M ARROW ARA EX. 18' DRAIN TRACT BOUNDARY ' _ 10 N I -11 11+00 12+00 6' s N " 6" SEWER Ex. s' SEWER I- - - (1 - - _ _ s 14+00 s 15+00• 10 11 I S88'45'18"E 403.13' - + - 13+00 + L2 -. 3 °O m EX. 18 DRAIN N 21 N NORTH FLOWLINE MEDALLION DRIVE (PRIVATE STREET) (STA. 10+00.00 TO 14+03.13) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL t 18 to ' u AD -I C) C l O I_: N 0 '- r O C3 � '- O I'_ O I V _ _ _- Z O TRACT BOUNDARY -j a 110 cMOJ`o0 U U± LO <O Oa0 . I 5 M O n M u o> M 18' 18' IJ` � W'n W� O< N 1 0 a 26' 26' L`' + I + w + I o o m I < N 20 BARROWBY STREET I c) F<-- c: ;! CJ Q 5 V) 4 SEE SHEET 3 m v, a v1 u; N 3+ yi1 uil 11 > E.C.R. - ELEV.=356.34 T.C. Z OJ .�I IM STA. 10+37.00 C.L. 12.00RT. +( > �I W w J c5 NORTH FLOWLINE MEDALLION DRIVE (PRIVATE STREET) (STA. 10+00.00 TO 14+03.13) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL t 18 to ' u AD TRACT No. 6223 Of°' Q I (3 N 0 '- O UNIT 3 o z 't O UI _ _ _- Z O TRACT BOUNDARY -j a I U w U Go M M ao >-� Mo o6 in a�'' � ,on Mor aril m a-3 a m o rQ. W3+ > d rn n 3�y,� + n > L J 3+ yi1 uil 11 > J Z OJ .�I IM <N- o +( > �I W w J c5 .0.4 �I w o X U UWF .J U ' J I G N Q O N + I Z ,,' oM W P 0 3 N m+ t2 d � � 2 in aa+ n 12 Xdi�o W II + • W W a w 0 ti < `' > SEE SHEET J < < <�� < d in 9 UNIT 3 ' ' S--0.05%4:0 ¢ NORTH FLOWLINE MEDALLION DRIVE (PRIVATE STREET) (STA. 10+00.00 TO 14+03.13) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL t 18 to o > AD TRACT No. 6223 Of°' Q 6> in - N 0 � O O UNIT 3 o z 't `° to _ _ _- Z O TRACT BOUNDARY -j a I < w U Go M M o 0 V) ( a a N of W W m F a m a 0 M � L J 4� 0 W w ,� M M .�I IM Lc)U m L u") W A-, j W N � M M I o J ,ri Q or O Z J - J v� U 360 o > M N 6> in - W Ln to tri W m \ M M M ,M 1.,LLJ iv N < W > F r a 360 M � L J W W w ,� M M .�I IM Lc)U m p u") W o j W M Z o O ,ri Q V. M O Z J - J J J U 360 o > M N 6> in - W W W m \ O C) O O + o '- APPROXIMATE EXISTING Li cr N < W F r a 360 358 v -d Z GROUND A CENTERLINE CCS 2 m N c Go x � o a) t1°- ui •-= Q) W in m in a in W c~i� 0 F- 4 rv- t2 d � � W J ' = -U v+ Cc W 356 ti J � N Z o < <�� I- d in Z 358 Z S--0.05%4:0 _Oc-� fn Y � S=-0.38% w=N 356 354 ;o - o m V ! S=0.29% - - - -- 352 4 M CJ M PROPOSED NORTH FLOWLINE mLu 354 10+DOW W W 11+00352 12+00 13+00 a aa Of Z 14+00 15+00 \\M 0- NORTH FLOWLINE V> SCALE: 1" = 50' HORIZONTAL o� 1" = 5' VERTICAL CONSTRUCTION NO S- NOTES: O1 CONSTRUCT TYPE "B" CURB do GUTTER PER C.O.B. STD. ST -1. 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN O2 CONSTRUCT 4' STANDARD SIDEWALK PER C.O.B. STD. ST-3.IMPROVEMENTS AND DETAILS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. O3 CONSTRUCT HANDICAP RAMP PER DETAIL ON SHEET 2. OVER 0.40' CL. II AGG. BASE OVER 0.50' COMPACTED O.G. TO OBE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. CONSTRUCT ON-SITE CURB MATH 12" TOTAL CURB HEIGHT AND 3. ALL CATCH BASINS TO BE TYPE "A" 4 6" CURB FACE PER DETAIL ON SHEET 2. WITH 3.5' OPENINGS OS CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3. PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 4. ADJUST EXISTING SEWER MANHOLES TO FINISHED GRADE. ® SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER. 5. EXISTING POLES TO BE RELOCATED. O PAINT 12' LIMIT UNE USING THERMOPLASTIC PAINT PER CALTRANS 6. ALL DRAIN INLETS TO BE CHRISTY U23 CATCH BASIN WITH STANDARD SPECIFICATION 8010-21C-19. ALHAMBRA FOUNDARY A2012 BICYCLE PROOF 24"x24" GRATE. ® CONSTRUCT TYPE "M' MEDIAN CURB WITH 14" TOTAL CURB 7. BRICK AREAS. HEIGHT AND 71,i" CURB FACE. PACIFIC CLAY BEAR PAVER: 607- RED FLASHED; 30% BURGUNDY; OCONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. 10% DARK IRON SPOT. IN REGARD TO THEIR COLOR, THESE BRICKS COMPACT SUBGRADE TO 95% OF MAX. TO 12' BEYOND SHALL BE RANDOMLY SET THROUGHOUT THEIR RESPECTIVE GUTTER UP TO A DEPTH OF 12'. PATTERN. PATTERNS SHALL BE AS FOLLOWS: RUNNING BOND FOR ALL CROSSWALKS, LONG SIDE OF BRICK CONSTRUCT 16'-20' WIDE ALLEY PER C.O.B. STD. ST -12. RUNNING WITH PEDESTRIAN TRAFIC. 10 PAVEMENT TO BE 0.50' PORTLAND CONCRETE CEMENT OVER COLORED CONCRETE IN ROUNDABOUTS SHALL BE SCOFIELD COLOR 0.40 CL 11 AGG. BASE OVER 0.50' COMPACTED O.G. TO 90% OF MAX. C-25 SOMBERO BUFF. CONSTRUCT 4WIDE VALLEY GUTTER PER C.O.B. STD. ST -7. acnes D araunrre• 11 PAVEMENT TO BE 0.50' PORTLAND CONCRETE CEMENT OVER Small mm 0.40' CL II AGG. BASE OVER 0.50' COMPACTED O.G. TO 95% OF MAX. 12 PATCH PAVEMENT AFTER STORM DRAIN INSTALLATION SHM *IIX SMON B SWM 2 AS REQUIRED PER C.O.B. STD ST -6. 13 CONSTRUCT PASSING AREA PER DETAIL ON SHEET 2. 14 CONSTRUCT ALLEY ROLL-TOP CURB PER DETAIL ON SHEET 9. O.Z --t7 -14 �u 3 04L7 ;.4 s fN 4 H IRD DRA w m o 0 .. Z40 j Li cr IL J a -�leW r--� Z CCS 2 a) t1°- ui •-= Q) 0 F- 4 v"5 �W j Cc W ti J - < s Z C:> Z _Oc-� fn Y � w=N m V m � CJ mLu oa Of Z 0- V> o� �o s Lu lkf CO 00 d N �- s ai W .. Z40 j IL J a -�leW r--� Z CCS 2 a) t1°- ui •-= 0 F- 0 i �W j Cc ti J - < s Z ai R/W 2' I I �F wa Iw La �1 ` W STANDARD 4' SIDEWALK LANDSCAPE AREA 4i� /•A3- �� Al �oX �� N \r 26xQ0 ,b 1 2 Al 10 Cw �Q• Ci ,• ti f c� ; �` a y �; IWALVO UNIT 1 2 pct �' N Q !i' `� ..% `b '�-'Ef T�� '= � 21 c� �Q Q ��' � � ,� n � � ,i •r 26' 4 ci co 4 c Ni rn n v I 18. 18 6 i ;-: L .: •, �°' lcy,�`z tv�W ai h I� 3' Q ,vim v .� rn.- C3 t r p� cv RC2 V� /.gyp 2 A\ I x moo,, h / 3� rp Gu ti`s 8 OAKLEY ST. (PRIVATE STREET) 13'-19' I ;9 EXISTING CURB & GUTTER ME�i��Q��!������`� 0.20! 0.40' ;.S 1 COMPACTED O.G. RELATIVETO 95% DENSITY SECTION t HORIZ.VERT. LEGEND: ABBREVIATIONS FL FLOWUNE POVC POINT ON VERTICAL CURVE CL CENTERLINE SVC 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 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. -O- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. (REFERENCE DETAIL SHEET 9) FURNISH & INSTALL ALLEY UGHT-5800 LUMEN PER C.O.B. STD. ST -14. (REFERENCE DETAIL SHEET 9) INSTALL W31(CA) SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED AT SAME TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. 4. CURVE TABLE U CURVE RADIUS LENGTH TANGENT DELTA t 799.00' 257.72' 129.99' 18'2850' 2 799.00' 372.22' 189.55' 26'41'30" 3 430.00' 125.35' 63.12' 16 42'08" ♦ 780.00' 184.53' 92.70' 13'33'19" 5 10.00' 7.86' 4.15' 45'03'10' s 10.00' 8.05' 1 4.25' 46'05'53" 7 25.00' 40.49' 26.25' 92'47'13' s 780.00' 296.32' 149.97' 2145'58" s 411.00' 86.20' 43.26' 12'01'01" 10 10.00' 7.78' 4.10' 44'35'34" tt 10.00' 8.13' 4.30' 4634'12' t2 417.00' 15.00' 7.50' 02-03'40" t3 25.00 44.24' 30.54' 10173'22" t4 25.00' 54.25' 47.36' 124'20'34" is 42.00' 124.86' 496.51' 170'19'47" is 447.00 130.30' 65.62' 16'42'08" n 35.00' 5.65' 2.83' 09'14'39' 1a 42.00' 46.91' 26.24' 63'59'58" R/W 2' I I �F wa Iw La �1 ` W STANDARD 4' SIDEWALK LANDSCAPE AREA 4i� /•A3- �� Al �oX �� N \r 26xQ0 ,b 1 2 Al 10 Cw �Q• Ci ,• ti f c� ; �` a y �; IWALVO UNIT 1 2 pct �' N Q !i' `� ..% `b '�-'Ef T�� '= � 21 c� �Q Q ��' � � ,� n � � ,i •r 26' 4 ci co 4 c Ni rn n v I 18. 18 6 i ;-: L .: •, �°' lcy,�`z tv�W ai h I� 3' Q ,vim v .� rn.- C3 t r p� cv RC2 V� /.gyp 2 A\ I x moo,, h / 3� rp Gu ti`s 8 OAKLEY ST. (PRIVATE STREET) 13'-19' I ;9 EXISTING CURB & GUTTER ME�i��Q��!������`� 0.20! 0.40' ;.S 1 COMPACTED O.G. RELATIVETO 95% DENSITY SECTION t HORIZ.VERT. LEGEND: ABBREVIATIONS FL FLOWUNE POVC POINT ON VERTICAL CURVE CL CENTERLINE SVC 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 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. -O- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. (REFERENCE DETAIL SHEET 9) FURNISH & INSTALL ALLEY UGHT-5800 LUMEN PER C.O.B. STD. ST -14. (REFERENCE DETAIL SHEET 9) INSTALL W31(CA) SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED AT SAME TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. 4. LINE TABLE U UNE LENGTH BEARING L1 89.91' N16'08'17'W L2 68.65' N16'08'17'W L3 40.45' N78'00'45"W L4 71.58' N78'00'45"W L5 24.00' S11'59'15"W R/W 2' I I �F wa Iw La �1 ` W STANDARD 4' SIDEWALK LANDSCAPE AREA 4i� /•A3- �� Al �oX �� N \r 26xQ0 ,b 1 2 Al 10 Cw �Q• Ci ,• ti f c� ; �` a y �; IWALVO UNIT 1 2 pct �' N Q !i' `� ..% `b '�-'Ef T�� '= � 21 c� �Q Q ��' � � ,� n � � ,i •r 26' 4 ci co 4 c Ni rn n v I 18. 18 6 i ;-: L .: •, �°' lcy,�`z tv�W ai h I� 3' Q ,vim v .� rn.- C3 t r p� cv RC2 V� /.gyp 2 A\ I x moo,, h / 3� rp Gu ti`s 8 OAKLEY ST. (PRIVATE STREET) 13'-19' I ;9 EXISTING CURB & GUTTER ME�i��Q��!������`� 0.20! 0.40' ;.S 1 COMPACTED O.G. RELATIVETO 95% DENSITY SECTION t HORIZ.VERT. LEGEND: ABBREVIATIONS FL FLOWUNE POVC POINT ON VERTICAL CURVE CL CENTERLINE SVC 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 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. -O- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. (REFERENCE DETAIL SHEET 9) FURNISH & INSTALL ALLEY UGHT-5800 LUMEN PER C.O.B. STD. ST -14. (REFERENCE DETAIL SHEET 9) INSTALL W31(CA) SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED AT SAME TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. 4. �hR Q U FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: 18" DRAIN �J(c� W M N] to to M sf d- - M 'R26(CA)' - NO PARKING "Wt -7" - DOUBLE ARROW Qr N 4�W� 'R3 -5R - RIGHT TURN ONLY *WI -6" - SINGLE ARROW FURNISH & W5TALL SPLICE BOX FOR INTERCONNECT r .-. W d: �, - � Q rn �+ STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS Q SND , + c5- to Nz s� O5 +co 3 + M 3 + Jv L M TRACT BOUNDARY v C7 TRACT N0. 6323 /( C'" Z -+ i UJ u') 1 m `; + "' UNIT 3 d k) o S 5N Jg 6, HEIGHT AND 7110�" CURB FACE. z2 a' Q- N a ui-i a , i (-.I v~) 10% DARK IRON SPOT. IN REGARD TO THEIR COLOR, THESE BRICKS SHALL BE RANDOMLY SET THROUGHOUT THEIR RESPECTIVE ul v 4 �` 2�.J.00 I mj 2 �Q Ul CONSTRUCT 16'-20' WIDE ALLEY PER C.O.B. STD. ST -12. o�co) O 1 a 7 Q� aW m z w C-25 SOMBERO BUFF. a _n wv~i 358 CONSTRUCT 4' WIDE VALLEY GUTTER PER C.O.B. STD. ST -7. �� W 11 r SECON tEM W M- 95% OF MAX. 3 12 _ _ _ Sir WX SEC10 6 MW AS REQUIRED PER C.O.B. STD ST -6. CZ 356= M - 13 CONSTRUCT PASSING AREA PER DETAIL ON SHEET 2. OV� 14 CONSTRUCT ALLEY ROLL -TDP CURB PER 356 v m _ 30+00 5 � ``� j 6 EX. 8" SEWER 31+00 � 8 v N R1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: 18" DRAIN 'Rt -1' - STOP "W31(CA)- - END to "R6-1" - ONE WAY "W14-1" - DEAD END FURNISH & INSTALL IRRIGATION CONDUIT 'R5-1" - DO NOT ENTER "W14-2' - NO OUTLET M 'R26(CA)' - NO PARKING "Wt -7" - DOUBLE ARROW LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE 'B" A.C. 'R3 -5R - RIGHT TURN ONLY *WI -6" - SINGLE ARROW FURNISH & W5TALL SPLICE BOX FOR INTERCONNECT C"' toft J ; t> pz STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS 7 , + c5- to Nz cc -I O5 s SEWER - REFER TO SEWER & STORM DRAIN PLANS ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. 0 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. Jv L M TRACT BOUNDARY v C7 TRACT N0. 6323 /( C'" Z -+ i UJ u') 1 m `; + "' UNIT 3 OCONSTRUCT 8 5��N z ti �; +-/ Q it Q �,; 6, HEIGHT AND 7110�" CURB FACE. Obi + n 360 "� 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. 10% DARK IRON SPOT. IN REGARD TO THEIR COLOR, THESE BRICKS SHALL BE RANDOMLY SET THROUGHOUT THEIR RESPECTIVE } 4 z GROUND O CENTERUNE ci I mj 2 �Q Ul CONSTRUCT 16'-20' WIDE ALLEY PER C.O.B. STD. ST -12. o�co) O 1 I H � Z UJ aQ. I w I 2� MIN. STANDARD 4' SIDEWALK LANDSCAPE AREA CURB LEGEND: (CONT.) N R1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: VERT. CURVE 'Rt -1' - STOP "W31(CA)- - END to "R6-1" - ONE WAY "W14-1" - DEAD END FURNISH & INSTALL IRRIGATION CONDUIT 'R5-1" - DO NOT ENTER "W14-2' - NO OUTLET M 'R26(CA)' - NO PARKING "Wt -7" - DOUBLE ARROW LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE 'B" A.C. 'R3 -5R - RIGHT TURN ONLY *WI -6" - SINGLE ARROW FURNISH & W5TALL SPLICE BOX FOR INTERCONNECT 'R4-7' - KEEP RIGHT "W1-1' - CURVE ARROW TR3=NO. 311/2 SIZE TR5=NO. 5 SIZE TR6=N0. 6 SIZE 'R81(CA)" - BIKE LANE 'W3-3" - SIGNAL AHEAD -- STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS 0 STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS M97m CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. Cif O O5 s SEWER - REFER TO SEWER & STORM DRAIN PLANS ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. 0 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. Jv L M TRACT BOUNDARY v C7 UNIT BOUNDARY S � �voi ti ofn 11;6ra c - 3-3too gym. OAKLEY STREET (PRIVATE STREET) (STA. 26+26.09 TO 35+62.05) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 15 \� utx LQ tp 301�. 4 ' 4 TRACT NO. 6223 UNIT 5 N - - - - - - - - - - co VERT. CURVE FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT to FURNISH & INSTALL IRRIGATION CONDUIT N 2 M � M LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE 'B" A.C. M CA d FURNISH & W5TALL SPLICE BOX FOR INTERCONNECT M Lo TR3=NO. 311/2 SIZE TR5=NO. 5 SIZE TR6=N0. 6 SIZE W W W W W J > Cif O O5 PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) 4. CALTRANS TYPE IV ARROW, LEFT OR RIGHT © AS APPLICABLE, TO BE PAINTED Jv L M M v C7 ^ O ui Loll � d I LL:2 I OCONSTRUCT 8 M "' BRICK AREAS. 6, HEIGHT AND 7110�" CURB FACE. Obi + n 360 � � 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. 10% DARK IRON SPOT. IN REGARD TO THEIR COLOR, THESE BRICKS SHALL BE RANDOMLY SET THROUGHOUT THEIR RESPECTIVE OCONSTRUCT COMPACT SUBGRADE TO 957. OF MAX. TO 12" BEYOND GUTTER UP TO A DEPTH OF 12". z GROUND O CENTERUNE ci I mj W Ul CONSTRUCT 16'-20' WIDE ALLEY PER C.O.B. STD. ST -12. o�co) O 1 10 � COLORED CONCRETE IN ROUNDABOUTS SHALL BE SCOFIELD COLOR aW m z w C-25 SOMBERO BUFF. a _n wv~i 358 CONSTRUCT 4' WIDE VALLEY GUTTER PER C.O.B. STD. ST -7. �� W 11 r SECON tEM W M- 95% OF MAX. 3 12 _ _ _ Sir WX SEC10 6 MW AS REQUIRED PER C.O.B. STD ST -6. OAKLEY STREET (PRIVATE STREET) (STA. 26+26.09 TO 35+62.05) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 15 \� utx LQ tp 301�. 4 ' 4 TRACT NO. 6223 UNIT 5 LEGEND: (CONT.) N - - - - - - - - - - co VERT. CURVE FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT to FURNISH & INSTALL IRRIGATION CONDUIT M M � M LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE 'B" A.C. M CA d FURNISH & W5TALL SPLICE BOX FOR INTERCONNECT M Lo TR3=NO. 311/2 SIZE TR5=NO. 5 SIZE TR6=N0. 6 SIZE W W W W W J > Cif O O5 PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) 4. CALTRANS TYPE IV ARROW, LEFT OR RIGHT © AS APPLICABLE, TO BE PAINTED Jv L M M CO cc + ^ O ui O co � d n M 360 W v w APPROXIMATE EXISTING OCONSTRUCT 8 M "' BRICK AREAS. HEIGHT AND 7110�" CURB FACE. Obi + n 360 ' ' 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. 10% DARK IRON SPOT. IN REGARD TO THEIR COLOR, THESE BRICKS SHALL BE RANDOMLY SET THROUGHOUT THEIR RESPECTIVE OCONSTRUCT COMPACT SUBGRADE TO 957. OF MAX. TO 12" BEYOND GUTTER UP TO A DEPTH OF 12". z GROUND O CENTERUNE ci PATTERN. PATTERNS SHALL BE AS FOLLOWS: mj in RUNNING BOND FOR ALL CROSSWALKS, LONG SIDE OF BRICK �N CONSTRUCT 16'-20' WIDE ALLEY PER C.O.B. STD. ST -12. o�co) RUNNING WITH PEDESTRIAN TRAFIC. 10 358 FO �,;sn Ln M COLORED CONCRETE IN ROUNDABOUTS SHALL BE SCOFIELD COLOR aW m z w C-25 SOMBERO BUFF. a i wv~i 358 CONSTRUCT 4' WIDE VALLEY GUTTER PER C.O.B. STD. ST -7. W 11 PAVEMENT TO BE 0.50' PORTLAND CONCRETE CEMENT OVER 0.40' CL II AGG. BASE OVER 0.50' COMPACTED O.G. TO SECON tEM W M- 95% OF MAX. - 2 12 _ _ _ Sir WX SEC10 6 MW AS REQUIRED PER C.O.B. STD ST -6. CZ 356= M - 13 CONSTRUCT PASSING AREA PER DETAIL ON SHEET 2. OV� 14 CONSTRUCT ALLEY ROLL -TDP CURB PER 356 a< N m O 4 d v~i S=0.25%i i V w S=-0.30% - -- ---- - wx I I 354 � O PROPOSED NORTH FLOWMJNE NinIq Of 354 352M oa ' �v) 352 33+00 34+00 35+00 36+00 37+00 J W 38+0038+25 a cn W cr W a a a - aN LEGEND: (CONT.) NOTES: CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. - - - - - - - - - - - PROPOSED SAWCUT LIMIT UNE TS FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT 0 FURNISH & INSTALL IRRIGATION CONDUIT IR ic FURNISH & INSTALL INTERCONNECT CONDUIT LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE 'B" A.C. Tg3 TR5 1-s FURNISH & W5TALL SPLICE BOX FOR INTERCONNECT TR3=NO. 311/2 SIZE TR5=NO. 5 SIZE TR6=N0. 6 SIZE �1 CURVE NUMBER FOR CURVE DESCRIPTION Ot TAPER NUMBER FOR TAPER DESCRIPTION O ITEM OF WORK - SEE SCHEDULE CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS O5 PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) 4. CALTRANS TYPE IV ARROW, LEFT OR RIGHT © AS APPLICABLE, TO BE PAINTED 4 CALTRANS TYPE I ARROW OPAINT 7 AS APPLICABLE~ TO BE PAINTED 6. CALTRANS TYPE N ARROW O AS APPLICABLE, TO BE PAINTED � CAL -TRANS TYPE N ARROW CONSTRUCTION NOTES: CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN O1 0 IMPROVEMENTS AND DETAILS. 0 CONSTRUCT 4' STANDARD SIDEWALK PER C.O.B. STD. ST -3. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE 'B" A.C. O3 CONSTRUCT HANDICAP RAMP PER DETAIL ON SHEET 2. OVER 0.40' CL. II AGG. BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. O CONSTRUCT ON-SITE CURB WITH 12" TOTAL CURB HEIGHT AND 6 CURB FACE PER DETAIL ON SHEET 2. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS w cr PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. O5 CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3. 4. ADJUST EXISTING SEWER MANHOLES TO FINISHED GRADE. © SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER. 5. EXISTING POLES TO BE RELOCATED. OPAINT 7 12" UMIT UNE USING THERMOPLASTIC PAINT PER CALTRANS 6. ALL DRAIN INLETS TO BE CHRISTY U23 CATCH BASIN WITH O STANDARD SPECIFICATION 8010-21C-19. e. ALHAMBRA FOUNDARY A2012 BICYCLE PROOF 24"x24" GRATE. OCONSTRUCT 8 TYPE "M' MEDIAN CURB WITH 14" TOTAL CURB 7. BRICK AREAS. N HEIGHT AND 7110�" CURB FACE. PACIFIC CLAY BEAR PAVER: 60% RED FLASHED; 30% BURGUNDY; 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. 10% DARK IRON SPOT. IN REGARD TO THEIR COLOR, THESE BRICKS SHALL BE RANDOMLY SET THROUGHOUT THEIR RESPECTIVE OCONSTRUCT COMPACT SUBGRADE TO 957. OF MAX. TO 12" BEYOND GUTTER UP TO A DEPTH OF 12". PATTERN. PATTERNS SHALL BE AS FOLLOWS: N RUNNING BOND FOR ALL CROSSWALKS, LONG SIDE OF BRICK �N CONSTRUCT 16'-20' WIDE ALLEY PER C.O.B. STD. ST -12. o�co) RUNNING WITH PEDESTRIAN TRAFIC. 10 PAVEMENT TO BE 0.50' PORTLAND CONCRETE CEMENT OVER COLORED CONCRETE IN ROUNDABOUTS SHALL BE SCOFIELD COLOR 0.40 CL. II AGG. BASE OVER 0.50 COMPACTED O.G. TO z w C-25 SOMBERO BUFF. 90% OF MAX. CONSTRUCT 4' WIDE VALLEY GUTTER PER C.O.B. STD. ST -7. SECIN ncg[rI�lY1w 11 PAVEMENT TO BE 0.50' PORTLAND CONCRETE CEMENT OVER 0.40' CL II AGG. BASE OVER 0.50' COMPACTED O.G. TO SECON tEM 95% OF MAX. - 2 12 PATCH PAVEMENT AFTER STORM DRAIN INSTALLATION Sir WX SEC10 6 MW AS REQUIRED PER C.O.B. STD ST -6. CZ 13 CONSTRUCT PASSING AREA PER DETAIL ON SHEET 2. OV� 14 CONSTRUCT ALLEY ROLL -TDP CURB PER DETAIL ON SHEET 9. Pti 2 RAlAff1111(3' rn O M H Cn � Q � O � 00 O 1 Q J W U 00 3 w � v 04 a w Y Q m 0 \S� moQ 0 CV C.� 0 4vLM w cr co ..W c�00 . 9L �.." p O e. co a :-= N z co N �N o�co) z w m O � � V co) zpl- CZ m OV� W n a< N m O 4 5 V w u) wx � O Of oa �v) cr m aN v� C> VN cr 0 z � � o 0 6 CO M W W rw. 0) i a 0 CV C.� 0 4vLM co ..W c�00 . 9L �.." p O e. co :-= N co N o�co) C-) v�i W W V co) CZ m W n a< O 4 W W rw. 0) i a CURVE TABLE CURVE RADIUS LENGTH ITANGENTF DELTA 25.00' 39.27' 25.00' 90'00'00" 2 10.00' 9.27' 1 5.00' 53'07'48' UNIT 5 3 E.C. - - - - - STA. 10+38.00 C.L., 8.00LT.= STA. 10+38.00, F.L. 4 CATCH BASIN NO. 3/P.I. STA. 10+30.00, C.L.= STA. 10+25.43, F.L. LT.= STA. 10+25.43, F.L. RT. NORMAL F.L. ELEV. 352.63 DEPRESSED F.L. ELEV. 352.46 INTERSECTION STA. 10+00.00 C.L. MANDALAY PL= STA 13+35.00 C.L., PARKERHILL DR 5 E.C. STA. 10+38.00 C.L., &OORT.= STA. 10+38.00_ F.L. - - x 9 � J -j V O �1a ��o 1-Z J 1 C3O 8 1-= O C,) O � d CV 1-= CV p, ;g r C5 J UI PARKERHILL DRIVE MM M M $v'' Q SEE SWEET 5 z M <i M U '�'� cJi (3 v 1) 1 J V to 0 j g> p 11 8 o W W IO CA_ CD L.it1 W MJ c to + W ( w I Oo�lla- �n N N J O OO O _> r l r r i r� I + fCt I N ck;Q d OQI� w -..- M O Lj N am (n C~i� (n r 4 �� d &eC;;� 1O N 3 a 2 ALHAMBRA FOUNDARY A2012 BICYCLE PROOF 24"x24" GRATE. 9 � J -j V Q �1a ��o 1-Z J 1 6 J UI CS } C) U } Q 3 �rn o M C71 M O Ca w + o� J + In Lo it Oo�lla- C4 En N J o > En -- N + W -..- 0 UNIT 4 IZ ' N 8" SEWER "' o S S ----�- - - - 00 - `�-12+�00 - - N0�74°42"E 13+00 °= I'i M CNT. 8' RAD. MEDIAN NOSE o 1 STA. 10+38.00 C.L. N d �„ r_-- J -j V Q J ��o 1-Z Q12 6 J UI 11 O 0 J Lj1 0 1 0 a} •- O 0 J V 1 + 9 M C71 M O >_O CO 3W ± o o� J + I o 11 Lo W Oo�lla- PARKERHILL DRIVE o N J o > cftI cqI oQ�I + W `+o of O rl r 4 �� d &eC;;� 1O �L w wmwC'LNww a v ALHAMBRA FOUNDARY A2012 BICYCLE PROOF 24"x24" GRATE. - En -- - ~ IZ ' N 8" SEWER "' o S S ----�- - - - 00 - `�-12+�00 - - N0�74°42"E 13+00 °= I'i M CNT. 8' RAD. MEDIAN NOSE o 1 STA. 10+38.00 C.L. N d �„ r_-- J -j V J J ~ J j ov �o J ��o 1-Z ce 6 w U co co ~ c' C3 ~ J ca�p 0 0 1 0 a} •- 'n '09 M 0o M OOi M C71 M O >_O CO 3W ± tul N B CUMCU'�CUU> WK3 J .,i + o r I o 11 O>O�j W Oo�lla- PARKERHILL DRIVE o N J o > SEE SHEET 5 `�' + + w + W `+o o I O o r CIE d &eC;;� 1O 2 2 w wmwC'LNww m cn Ci N uj W M (n v ALHAMBRA FOUNDARY A2012 BICYCLE PROOF 24"x24" GRATE. �� 8" SEWER s UNIT 3 8 B.C. STA. 15+34.00 C.L., 8.00LT.= STA. 15+34.00, F.L. 9 pp, 14+00 15+00 P.I. STA. 15+42.00, C.L.= STA. 15+46.56, F.L. LT.= CNT. 8' RAD. MEDIAN NOSE 1 ow STA. 15+46.56, F.L. RT. 1 STA. 15+34.00 C.L. 3 W M INTERSECTION J -j V J J ~ J j ov �o J J �1 4 14 F_: C> J cit J J J C7 O CD r CV CV o "' M, M LANESFlELD DRIVE 1 3 " J i 1a M M d II II SEE SHEET 5 O } o u O } o M M N W a II p W O W + o°° a:+ Les C�+ O w r J N W M in W W� > t0 +i >� W I i W C+A I t+�i 14, o0 N I oQ �lC) AS APPUCABLE, TO BE PAINTED 1 rvr I rx V ►a- a V V~ � `° I L4 cV) ; U m cn Ci N uj W M (n v ALHAMBRA FOUNDARY A2012 BICYCLE PROOF 24"x24" GRATE. - CONSTRUCT TYPE "M' MEDIAN CURB WITH 14" TOTAL CURB r + - - rcOi J ' W + m 2a�� � cn C4 V) 19 � I �' o I �� 8" SEWER s UNIT 3 8 B.C. STA. 15+34.00 C.L., 8.00LT.= STA. 15+34.00, F.L. 9 pp, 14+00 15+00 P.I. STA. 15+42.00, C.L.= STA. 15+46.56, F.L. LT.= CNT. 8' RAD. MEDIAN NOSE 1 ow STA. 15+46.56, F.L. RT. 1 STA. 15+34.00 C.L. 3 W M INTERSECTION LEGEND: ABBREVIATIONS FL FLOWLINE POVC POINT ON VERTICAL CURVE CL CENTERLINE SVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN P1 POINT OF INTERSECTION ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE SC 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 QQ FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. © 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 LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. (REFERENCE DETAIL SHEET 9) 0 FURNISH & INSTALL ALLEY UGHT-5800 LUMEN PER C.O.B. STD. ST -14. (REFERENCE DETAIL SHEET 9) _ INSTALL W31(CA) SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED AT SAME TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. LEGEND: (CONT. R1 J -j V 00 co J J �1 4 IR J v J cit J J 1 J 2 �� 1 CJ O U CK CY �,j IL' `c�, I ci o 1= fl ti o i 1a o $I STA. 15+34.00 C.L. 8.00RT.= . o1 r c o°° c1 OI 0 o$i 1 o W LANESFlELD DRIVE V) }Oa Q SEE SHEET 5 l( AS APPUCABLE, TO BE PAINTED I i CAL -TRANS TYPE VI ARROW 6. 1" = 5' VERTICAL 15�� M CO ALHAMBRA FOUNDARY A2012 BICYCLE PROOF 24"x24" GRATE. CTI in o. CTI uj in CII in CONSTRUCT TYPE "M' MEDIAN CURB WITH 14" TOTAL CURB r + w rcOi J ' W + m 2a�� � cn C4 V) 19 � I �' 18 o Q V)�' CA o Q 17 � I LEGEND: ABBREVIATIONS FL FLOWLINE POVC POINT ON VERTICAL CURVE CL CENTERLINE SVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN P1 POINT OF INTERSECTION ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE SC 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 QQ FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. © 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 LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. (REFERENCE DETAIL SHEET 9) 0 FURNISH & INSTALL ALLEY UGHT-5800 LUMEN PER C.O.B. STD. ST -14. (REFERENCE DETAIL SHEET 9) _ INSTALL W31(CA) SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED AT SAME TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. LEGEND: (CONT. R1 2 00 co STA. 15+72.00 C.L., MANDALAY PL= rs 'R6-1" - ONE WAY "W14-1" - DEAD END IR STA. 13+35.00 C.L., LANESFIELD DR IC J M3 T5 16 "R3 -5R" - RIGHT TURN ONLY "Wi-6" - SINGLE ARROW Jd U �� 1 CJ O U CK CY �,j IL' `c�, I ci o 1= fl ti o Z 1a o i O o0 Lu o (n + � o z C -i1 (n IDLE UNIT 3 UNIT 4 REMOVE LANMELD DRIVE EXISTING ALLEY PERfl.MEDALLION DRIVE SEE SHEET 5 TR 7161 GRADING PLAN SEE SHEET 6 00 Go tDRAIN, I I W in u o F=Lc) Df Y 210 O Z OO I OD 10 WC6� I k W9 1- to ^g N xpo I , m + WM N 1 a�w(n 14 I ( �(n �w�ao w15 11+00 INTERSECTION N01"14'4 "E 312.00' 12+00 - +- STA. 10+00.00 C.L., ALLEY 'A'= z 6 STA. 14+51.00 C.L., LANESFIELO DR o 100 W a, F co I I I 1 1I t f� z (5 I li. N � � � s cow � z 1 I 1 I OR!a m< 15 16 17 18 W W �� ( - NK `I Irr� r �,,I (n 11 I 1 �. J�� I LANESFIELD DRIVE SEE SHEET 5 UNIT 3 ALLEY "E" (STA. 10+00.00 TO 13+12.00) SCALE: 1" = 50' UNIT 1 9 z rE INTERSECTION I `�-° STA. 13+12.00 G.L., ALLEY 'A'= STA. 14+51.00 C.L. MEDALLION DR 13+00 W ' N REMOVE EX. 4' SIDEWALK PER I EX. 18" DRAIN TR 7161 GRADING PLAN WI. z 8 (n .n OD �) c W X w MEDALLION DRIVE SEE SHEET 6 OAKLEY STREET T R.A r 1\1 0 e 62 2 3 JULESBERG STREET SEE TRACT 6223 ' �r SEE TRACT 6223 STREET IMPROVEMENT t i 111 1 •I STREET IMPROVEMENT PLANS J PLANS I 1 ! 1 I W NIZ I I' 2fl 1 19 1 18 1 17 ( Z I I'D 15x E I I 1 I I Ivo W N t 6 14 I IZ� 11+00 " 12+00 13+.0 16 _ I S88 4518 fE 312.00' - - +_ - - o I 1 1 I 18" DRAIN lL r 1 aoN, in -10 NWW -az s. --SON I U' u- U II rz I I �J Cj - - - () d' z WI �� >; - I I z1'" Qac N W I N N '- W W w OO - a ` 3 X to � W 0 I ( N N Q W F- W W lA + I Q X" v = W W O W } cn Zi V) OAKLEY STREET �" i Lu --e W ± REMOVE z io 1 SEE TRACT 6223 STREET IMPROVEMENT Q < EXISTING ALLEY PER JULESBERG STREET PLANS " ' TR 7161 GRADING PLAN SEE TRACT 6223 STREET IMPROVEMENT UNIT 2 PLANS ALLEY "K" (STA. 10+00.00 TO 13+12.00) SCALE: 1" = 50' 24" 12" 12" R=1h"A" cli 4. e e+ NOM- 4. 4. CLASS "B' CONCRETE (5 SACK) EXPANSION JOINTS EA. 30' WEAKENED PLANE JTS. EA. 15' POUR ON COMPACTED SUBGRADE ALLEY ROLL-TOP CURB DETAIL LEGEND: 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 OF VERTICAL CURVE FC FINISH CONCRETE © FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. 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. -C�- FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. STD. ST -14. (REFERENCE DETAIL SHEET 9) FURNISH & INSTALL ALLEY LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. (REFERENCE DETAIL SHEET 9) INSTALL W31(CA) SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED AT SAME TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. N.T.S. LEGEND: (CONT.) R1 a FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: LIGHT POST 'R1-1" - STOP "W31(CA)" - END WWW N W "R6-1" - ONE WAY "W14-1" - DEAD END STERNBERG "R5-1" - DO NOT ENTER "W14-2" - NO OUTLET STREET LIGHT 'R26(CA)" - NO PARKING "Wt -7" - DOUBLE ARROW AUSTIN POLE 'R3 -5R" - RIGHT TURN ONLY "W1-6" - SINGLE ARROW - 00o -Ti-TI I 'R4-7' - KEEP RIGHT "Wi-l' - CURVE ARROW 4714-FP5 'R81(CA)" - BIKE LANE "W3-3" - SIGNAL AHEAD -- STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS 0 STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS ALLEY LIGHT CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. CONCORD POLE NANTUCKET s SEWER - REFER TO SEWER & STORM DRAIN PLANS 0 SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. ® SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. o TRACT BOUNDARY ■+ UNIT BOUNDARY STREET ALLEY I lf`UT CIVTIIDC f%CTA1t 5�2ti Q DESCRIPTION SIZE LIGHT POST FIXTURE WWW N W a ;n STERNBERG STERNBERG STREET LIGHT 14' AUSTIN POLE MEDITERRA - 00o -Ti-TI I °r I00 ao 4714-FP5 2143 D X �� { 1 21 I STERNBERG STERNBERG ALLEY LIGHT 10' CONCORD POLE NANTUCKET PARKERHILL DRIVE STILLBROOK DRIVE SEE SHEET 550-FP5-10 7543 -TF STREET LIGHT BASE 15" 2.5" MIN. f'=_03 6" SLAB SEE C.O.B. STD ST -14 ""ft zUi W2 T 5REMOVE �. I iZ W,Q af WWW N W a ;n 18 ANCORXBOLTS3 ©ANO UNIT 4' �D 1 ao� ao ao } o i - 00o -Ti-TI I °r I00 ao � ' `� D X �� { 1 21 I STILLBROOK DRIVE 22 g EXISTING ALLEY PER TR 7161 GRADING PLAN J-''�-(4) 8 PARKERHILL DRIVE STILLBROOK DRIVE SEE SHEET SEE SHEET 4 #4 VERTICAL M o SEE SHEET 5 +- � W < Q Q I GR60 REBAR 0 o M Ln k 4 11 z ,... I � (n W v, cn v, t tool 2 -- STD ST -3. --{---- w •-- 1 g~ co= ami w* z Co 4po O CURVE NUMBER FOR CURVE DESCRIPTION w U-0 Le (j II EXISTING POLES TO BE RELOCATED. Go !n OO � w rn 6. N F w �0 Z aN O O ALHAMBRA FOUNDARY A2012 BICYCLE PROOF 24"x24" GRATE. 'tL0 W ® Nt� 9 00� z ® ITEM OF WORK - SEE SCHEDULE (n HEIGHT AND 7"" CURB FACE. W " ">_ �+ _ i w u0 rn W" �- J Of f 10% DARK IRON SPOT. IN REGARD TO THEIR COLOR, THESE BRICKS SHALL BE RANDOMLY SET THROUGHOUT THEIR RESPECTIVE V II I Qlot: II .- 6• 00 ao 00 a0 • m� a 7W �Q 13 �' RUNNING BOND FOR ALL CROSSWALKS, LONG SIDE OF BRICK gW �� I� 1 _ - 4 (4) #3 TIES 10" SPACING .Q d tl 20" 10" RADIUS (4) W x 18" x 3" j / ANCHOR BOLTS VERIFY ANCHOR BOLT LAYOUT WITH MANUFACTURER STREET LIGHT PIER DESIGN NO SCALE UNIT 2 OAKLEY STREET 18 INTERSECTION STA. 10+00.00 C.L., ALLEY "1"= STA. 15+01.00 C.L., STILLBROOK DR dJ W } Z w c. =EX. 18" DRAIN �N^19 - - sl- - ��,-- I� rr11510.1019.,r/ rr 'fir O STA. 13+12.00 C.L. ALLEY "1'= STA. 15+01.00 C.L., PARKERHILL DR r -) W N s FON T Q J -- � z U UNf T 5REMOVE �. I iZ W,Q af WWW N W a ;n o ©ANO UNIT 4' :;z N 1 ao� ao ao } o i - 00o -Ti-TI I °r I00 ao � ' `� X�1COJN X �� { 1 21 I STILLBROOK DRIVE 22 g EXISTING ALLEY PER TR 7161 GRADING PLAN 1` o 8 PARKERHILL DRIVE STILLBROOK DRIVE SEE SHEET SEE SHEET 4 DRIVE currT M o SEE SHEET 5 +- � W < Q Q I d � V3 tl -- -- -k�¢ m V) M Ln k 4 11 z ,... I � (n W v, cn v, t tool 2 -- STD ST -3. --{---- w •-- 1 g~ co= ami w* z Co O CURVE NUMBER FOR CURVE DESCRIPTION w U-0 Le (j II EXISTING POLES TO BE RELOCATED. Go !n OO � w rn 6. a F w �0 Z aN O �o ALHAMBRA FOUNDARY A2012 BICYCLE PROOF 24"x24" GRATE. Nom- W ® Nt� 9 ' _ z ® ITEM OF WORK - SEE SCHEDULE (n HEIGHT AND 7"" CURB FACE. W " ">_ �+ _ i w PACIFIC CLAY BEAR PAVER: 60% RED FLASHED; 30% BURGUNDY; f*l C4 W" �- J Of f 10% DARK IRON SPOT. IN REGARD TO THEIR COLOR, THESE BRICKS SHALL BE RANDOMLY SET THROUGHOUT THEIR RESPECTIVE V II I Qlot: II .- 6• 00 ao 00 a0 Cl a 7W �Q 13 �' RUNNING BOND FOR ALL CROSSWALKS, LONG SIDE OF BRICK gW �� I� 1 RUNNING WITH PEDESTRIAN TRAFIC. h I 10 PAVEMENT TO BE 0.50' PORTLAND CONCRETE CEMENT OVER ao I W I " DRAIN 0.40 CL. II AGG. BASE OVER 0.50 COMPACTED O.G. TO 14 I C-25 SOMBERO BUFF. p w � INTERSECTION - - sl- - ��,-- I� rr11510.1019.,r/ rr 'fir O STA. 13+12.00 C.L. ALLEY "1'= STA. 15+01.00 C.L., PARKERHILL DR r -) W N s FON T Q J -- � z U 19 Cj ID ' �. I iZ W,Q af WWW N W a ;n o ©ANO 00 .no :;z N 1 ao� ao ao } o i - 00o -Ti-TI I °r I00 ao 1 0 1 , ' `� X�1COJN X �� { 1 21 I x wlNo 22 I s �L_ ' j rT J�1 J . 6 + I -('-1 (� r STILLBROOK DRIVE SEE SHEET 4 UNIT 4PARKERHILL crr DRIVE currT H Nr I ALLEY "I» (STA. 10+00.00 TO 13+12.00) SCALE: 1" = 50' REMOVE EXISTING ALLEY PER TR 7161 GRADING PLAN u� co rli CD ,MnLo O M M Cl 6 -1 9 J ' W 8 J W J C? J� -j J MI o C> 3`k° 3� MCC ¢ o Q N 1wjIN 19 Cj Lu U k r'7 W (j ( Z U kfiol� U o Imo �o `n Mo } o i �N 3+ w+ + X�1COJN 3M I FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT I s �L_ k 1 + I IR FURNISH & INSTALL IRRIGATION CONDUIT c�� i CONSTRUCT HANDICAP RAMP PER DETAIL ON SHEET 2. Icy` -INN pN �d FURNISH & INSTALL INTERCONNECT CONDUIT +- � CONSTRUCT ON-SITE CURB WITH 12" TOTAL CURB HEIGHT AND 6 CURB FACE PER DETAIL ON SHEET 2. < Q Q I d � V3 tl -- -- -k�¢ m V) M Ln k 4 11 z ,... I � (n W v, cn v, t 4 11+00 2 �J STD ST -3. 4. MI o C> 3`k° 3� MCC ¢ o Q N 1wjIN 1. L4 0.40' CL it AGG. BASE 0.15' COLORED A.C. PAVING (COLOR TO BE DETERMINED) 0.50' COMPACTED O.G. 0.15' A.C. PAVING TO 90% RELATIVE DENSITY ALLEY PAVING SECTION N.T.S. �J r R 7-17 " SIDEI I SIDE V LANDSCAPE LOT I 10' ALLEY 10' ILO J' LANDSCAPE PP 2-/9 O 4�_,t EASEMENT I k EASEMENT DRAWINGRECORD m I I 6 6 ' k k 2 2' SCALE: 1" = +- _ _ ____F - - 12+00 _ 13 00 1 +QO - - PROPOSED SAWCUT LIMIT UNE O1 NOTES: CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. NOTES: 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN uj . IMPROVEMENTS AND DETAILS. 04 FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT O s �L_ 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. IR FURNISH & INSTALL IRRIGATION CONDUIT O3 CONSTRUCT HANDICAP RAMP PER DETAIL ON SHEET 2. OVER 0.40' CL. II AGG. BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. Ic FURNISH & INSTALL INTERCONNECT CONDUIT O4 CONSTRUCT ON-SITE CURB WITH 12" TOTAL CURB HEIGHT AND 6 CURB FACE PER DETAIL ON SHEET 2. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS r63 195- IL- FURNISH & IN TALL BOX Q 4 11 1- J J J �J STD ST -3. 4. ti j TR3=N0. 3 171, SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE g~ co= ami w* z Co O CURVE NUMBER FOR CURVE DESCRIPTION © SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER. II EXISTING POLES TO BE RELOCATED. J�z OO PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS 6. ALL DRAIN INLETS TO BE CHRISTY U23 CATCH BASIN WITH Ot 1 aN O O ALHAMBRA FOUNDARY A2012 BICYCLE PROOF 24"x24" GRATE. 1 W ® CONSTRUCT TYPE "M' MEDIAN CURB WITH 14" TOTAL CURB 7• • ® ITEM OF WORK - SEE SCHEDULE (n HEIGHT AND 7"" CURB FACE. W " ">_ �+ _ i w PACIFIC CLAY BEAR PAVER: 60% RED FLASHED; 30% BURGUNDY; W" �- J I CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. " 10% DARK IRON SPOT. IN REGARD TO THEIR COLOR, THESE BRICKS SHALL BE RANDOMLY SET THROUGHOUT THEIR RESPECTIVE Qom WeZ 9 COMPACT SUBGRADE TO 95% OF MAX. TO 12 BEYOND GUTTER LIP TO A DEPTH OF 12". I a �Q 13 �' RUNNING BOND FOR ALL CROSSWALKS, LONG SIDE OF BRICK Q �� I� CONSTRUCT 16'-20' WIDE ALLEY PER C.O.B. STD. ST -12. RUNNING WITH PEDESTRIAN TRAFIC. h cn>- 10 PAVEMENT TO BE 0.50' PORTLAND CONCRETE CEMENT OVER = 1 t 0.40 CL. II AGG. BASE OVER 0.50 COMPACTED O.G. TO r7 C-25 SOMBERO BUFF. p �3w�J_� Q 7 N � 90% OF MAX. :2 SEOM MAIM. U A4 JJ baa CONSTRUCT 4' WIDE VALLEY GUTTER PER C.O.S. STD. ST -7. W= n 11 PAVEMENT TO BE 0.50' PORTLAND CONCRETE CEMENT OVER z N c.iU a I I X O � et 0.40' CL. it AGG. BASE OVER 0.50' COMPACTED O.G. TO p¢ _ _ _ I 1 '1 J J 95% OF MAX. + 9 P Tc FQo J N 12 N 11 zcscj PATCH PAVEMENT AFTER STORM DRAIN INSTALLATION U �N S .- CAL -TRANS TYPE VI ARROW O 00 _ cn (n cn +M w Q tQ- UNIT Z W OO •- z N N N cr + �-�- DETAIL ON SHEET 9. tn(n W Z O NN JULESBERG STREET aN SCALE: 1" 50' 1. L4 0.40' CL it AGG. BASE 0.15' COLORED A.C. PAVING (COLOR TO BE DETERMINED) 0.50' COMPACTED O.G. 0.15' A.C. PAVING TO 90% RELATIVE DENSITY ALLEY PAVING SECTION N.T.S. �J r R 7-17 " SIDEI I SIDE V LANDSCAPE LOT I 10' ALLEY 10' ILO J' LANDSCAPE PP 2-/9 O 4�_,t EASEMENT I k EASEMENT DRAWINGRECORD m I I 6 6 ' k k 2 2' FSAWtCUT l 2% MIN. 2 I 2% 2% 2% MIN. CONCRETE OR TURF- -"CONCRETE OR TURF ALLEY ROLL-TOP CURB EXISTING ALLEY ROLL-TOP CURB SEE DETAIL, SHEET 2. EXISTING ALLEY PAVING SEE ALLEY PAVING SECTION SECTION E SCALE: 1" = 10' HORIZ. 9 1" = 5' VERT. R R SIDE t SIDE I 1' LANDSCAPE LOT I 1d, CE ALLEY 10, 1 LOT V LANDSCAPE EASEMENT ( I EASEMENT k 1 6' 6' I I w I 2' 2' II w I 1 II 1 I SAWCUT { o 2% MIN. 2% 2% 1 2% 2% 2% MIN. CONCRETE OR TURF ALLEY ROLL-TOP OR RF EXISTING ALLEY ROLL-TOP CURB SEE DETAIL, SHEET 2. EXISTING ALLEY PAVING SEE ALLEY PAVING SECTION SECTION t/ F 1 SCALE: 1" = 10' HORIZ. \ C) 1' = 5' VERT. `. SCALE: 1" = 50' CONT.CONSTRUCTION - - - - -- - -- - - - - PROPOSED SAWCUT LIMIT UNE O1 NOTES: CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. NOTES: 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN uj . IMPROVEMENTS AND DETAILS. 7S FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT O CONSTRUCT 4' STANDARD SIDEWALK PER C.O.B. STD. ST -3. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. IR FURNISH & INSTALL IRRIGATION CONDUIT O3 CONSTRUCT HANDICAP RAMP PER DETAIL ON SHEET 2. OVER 0.40' CL. II AGG. BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. Ic FURNISH & INSTALL INTERCONNECT CONDUIT O4 CONSTRUCT ON-SITE CURB WITH 12" TOTAL CURB HEIGHT AND 6 CURB FACE PER DETAIL ON SHEET 2. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS r63 195- IL- FURNISH & IN TALL BOX Q CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. SPLICE FOR INTERCONNECT �J STD ST -3. 4. ADJUST EXISTING SEWER MANHOLES TO FINISHED GRADE. TR3=N0. 3 171, SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE O CURVE NUMBER FOR CURVE DESCRIPTION © SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER. 5. EXISTING POLES TO BE RELOCATED. J�z OO PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS 6. ALL DRAIN INLETS TO BE CHRISTY U23 CATCH BASIN WITH Ot TAPER NUMBER FOR TAPER DESCRIPTION STANDARD SPECIFICATION 8010-21C-19. ALHAMBRA FOUNDARY A2012 BICYCLE PROOF 24"x24" GRATE. 1- W ® CONSTRUCT TYPE "M' MEDIAN CURB WITH 14" TOTAL CURB 7• BRICK AREAS. ® ITEM OF WORK - SEE SCHEDULE (n HEIGHT AND 7"" CURB FACE. ti PACIFIC CLAY BEAR PAVER: 60% RED FLASHED; 30% BURGUNDY; CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. " 10% DARK IRON SPOT. IN REGARD TO THEIR COLOR, THESE BRICKS SHALL BE RANDOMLY SET THROUGHOUT THEIR RESPECTIVE Qom PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) 9 COMPACT SUBGRADE TO 95% OF MAX. TO 12 BEYOND GUTTER LIP TO A DEPTH OF 12". PATTERN. PATTERNS SHALL BE AS FOLLOWS: a RUNNING BOND FOR ALL CROSSWALKS, LONG SIDE OF BRICK Q CALTRANS TYPE IV ARROW, LEFT OR RIGHT CONSTRUCT 16'-20' WIDE ALLEY PER C.O.B. STD. ST -12. RUNNING WITH PEDESTRIAN TRAFIC. AS APPLICABLE, TO BE PAINTED 10 PAVEMENT TO BE 0.50' PORTLAND CONCRETE CEMENT OVER = COLORED CONCRETE IN ROUNDABOUTS SHALL BE SCOFIELD COLOR 0.40 CL. II AGG. BASE OVER 0.50 COMPACTED O.G. TO C-25 SOMBERO BUFF. p CALTRANS TYPE i ARROW 90% OF MAX. SEOM MAIM. U AS APPLICABLE, TO BE PAINTED CONSTRUCT 4' WIDE VALLEY GUTTER PER C.O.S. STD. ST -7. W= CALTRANS 11 PAVEMENT TO BE 0.50' PORTLAND CONCRETE CEMENT OVER M LEM A TYPE VII ARROW Ix 0.40' CL. it AGG. BASE OVER 0.50' COMPACTED O.G. TO m _ _ _ AS APPLICABLE, TO BE PAINTED 95% OF MAX. 2 f- � 12 PATCH PAVEMENT AFTER STORM DRAIN INSTALLATION S M WNSECIM a %M CAL -TRANS TYPE VI ARROW AS REQUIRED PER C.O.B. STD ST -6. 6 c 13 CONSTRUCT PASSING AREA ' PER DETAIL ON SHEET 2. 14 CONSTRUCT ALLEY ROLL-TOP CURB PER DETAIL ON SHEET 9. FSAWtCUT l 2% MIN. 2 I 2% 2% 2% MIN. CONCRETE OR TURF- -"CONCRETE OR TURF ALLEY ROLL-TOP CURB EXISTING ALLEY ROLL-TOP CURB SEE DETAIL, SHEET 2. EXISTING ALLEY PAVING SEE ALLEY PAVING SECTION SECTION E SCALE: 1" = 10' HORIZ. 9 1" = 5' VERT. R R SIDE t SIDE I 1' LANDSCAPE LOT I 1d, CE ALLEY 10, 1 LOT V LANDSCAPE EASEMENT ( I EASEMENT k 1 6' 6' I I w I 2' 2' II w I 1 II 1 I SAWCUT { o 2% MIN. 2% 2% 1 2% 2% 2% MIN. CONCRETE OR TURF ALLEY ROLL-TOP OR RF EXISTING ALLEY ROLL-TOP CURB SEE DETAIL, SHEET 2. EXISTING ALLEY PAVING SEE ALLEY PAVING SECTION SECTION t/ F 1 SCALE: 1" = 10' HORIZ. \ C) 1' = 5' VERT. `. rn O M M 1- 0) 0 Q O O Q .I i W U M W co j r I.1.1 o w N x W Y a m i� m T, � rn O M M 1- 0) 0 Q O O Q .I i W U M W co j r I.1.1 o w N x W Y a m i� m � � uj . J Q ui � C4 ­4R < oi;s .-I � o cv �J w o"a J �...� m J�z N ft W 1- W J Q , n (n ti Qom a Q � V = W= Ix m f- � O V 6 c o� U(n W Z O aN zit 0 �o s 00 1c' U uj . J Q � C4 ­4R < oi;s .-I � o cv �J w o"a J �...� m ! W ft 1- W J Q , n a Q W W UL0