Loading...
HomeMy WebLinkAbout1.1-6223 PH 3, 5, 6 & 7 Record Drawing7-1. ASPHALT CONCRETE (TYPE 'B'). Asphalt concrete shalt be Type A (modified) for Iii aarterial and caect rr streets. and Type. B (modlf od) for local streets and shall conform to the, pr-ovist,60s in Section 39, "Asphalt Concrete;" of the Standard Specifications and these r� special pAsibns. 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 3$-2.02, "Aggregate," of the Specifiootions for 3/4" maximum, medium grading. Asphalt binder -for Type -A (modified) asphalt concrete shah be AR -6000 viscosity graded asphalt, unless otherwise directed by the Engineer. Aspholt '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 "Stearn -Refined -Pawing Asphalts," in Section 92-1.02, "Grades," of the Standard Specifications. When directed by the City Engineer, aggregate con€orming to any of the grading requirements In Suction 39-2.02, "Aggregate of the Standard Specifications shall be used to eurface loterseattahs, tapers, and otherareas whets thin layers of asphalt concrete are being 'constru'cted. The amount of C""att' 'binder to be mixed with the mineral aggregate shall be determiner by the Contractor in .accordance with California Test Method 367 ustng samples of, materials proposed for use in the work. The amount of asphalt binder shall be approved by the Engineer. At least 14 days priorto 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 r 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 3.9-2.02, "Aggregate," of the Standard Specificaations and these special provisions. If the data submitted shows that the materials are substantially the same as_ when the design was prepared, the design may be up to three (3) years old. The Developer shall bear all costs associated with the asphalt concrete mix design. Where new asphalt concrete pavement Is to conform to existing paved surfaces, the existing pavement shall be saw cut. x A prime coat will not be required on non -paved areas to be surfaced prior to the placement of asphalt however; ail other requirements of Section 39-4.01; "Subgrade," of the Standard Specifications shoat) be mot. The :area to which point binder has been applied shall be closed to public traffic. Care shall be taken to avoid. tracking binder material canto 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 0118$when slabs or cores are taken for laboratory testing. Zinc stearate may be substituted h .paraffin. In case of dispute, method b above shall be used. Where the compacted thickness of a toyer of asphalt concrete Is 0.15 foot or less, paving opc nations: 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 larges 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 -naffs .on each tans. Such additional asphalt concrete shall be hand raked and compacted to form temporary conforms before the lanes -are opened to public traffic. Kroft paper. or other approved t,-aind breaker, may be .plooed• 'conforms to facilitate the removal of the conformswhen paving operations resume. Where the compacted thickness of a layer of asphalt concrete Is more than 0.15 foot, paving operations shalt be conducted In such as manner that the layer of asphalt ' concrete is placed on ail contiguous lanes of the traveled way before the tones are opened to .,pubtle traffic. At the end of each work shift, the distance between the ends of a Iayer of asph'al't concrete on adjacent tans 'shallnot be greater than 10 feet. Additional .asphalt concrete . shall be placed along the transverse droll -offs on each, tone and along the longitudinal drop-off between adjacent Panes. 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 .Osier approved brand breaker, May be placed under the .conforms 't0-Jocilltote 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. shalil be determined In accordance wfth 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 moteelats or procedures or both, if pooded, 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 dose not meet the specified range, the asphalt concrete represented by that tot 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 9M or more than 96X 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 tolerance*, it shall be brought within tolerance by either. (1) abrasive grinding with c ,;Jpment utilizing diamond. blades, (2) removal and replacement, or (3) placement of an asphalt concrete overlay: The method will be select -ed 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. c.dditlonol grinding shalt be performed, as necessary, to enlarge the grinding area to 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 treat rectangular oreas 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. y' A fog seat 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 iC T OF AAATFR'IAI STANDARD NQTES E [T�N-G-TR 1. ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE REQUIREMENT'S AND 6' WING SPECIFICATION'S OF THE CITY OF BAKERSFIELD. UNIT 4 2. THE FOLLOWING CiTY OF BAKERSFi.ELD STANDARDS SHALL BE CONSIDERED PART UNIT 6 OF THESE PLANS: . TOTAL ST -1, ST -3, ST -4, ST -6, ST -7, ST -9, ST -10 TONS ST -11, ST -13, ST -18, ST -19, D-14, D-16, T-1 §60 3. PAVING FOR RESIDENTIAL AND LOCAL STREETS SHALL BE: ._ 0.20' TYPE "B" ASPHALT CONCRETE OVER 7 0.40' AGGREGATE BASE (PER NOTE 16) OVER 5370 0.50' O.G.. O.G. TO BE COMPACTED TO 95X RELATIVE DENSITY PER C,019. B.C.R.. STD. ST -9. a 4. INSTALL STANDARD SURVEY MONUMENT FRAME AND COVER PER CITY OF 721 BAKERSFIELD STD, DWG. ST -13. 75 © TO BE INSTALLED -- 0 EXISTING S, YD INSTALL TRAFFIC CONTROL SiGN5 r' ;, .- ,, CENTERLINE STORM DRAIN INSTALL STANDARD STREET NAME SIGNS PER C.O.B. SM. T-1 .- INSTALL METRO SIZE STREET NAME SIGNS PER C.O.B. STD. T-1 564 -- INSTALL STANDARD STREET LIGHTS, 6800 LUMEN H.P.S.V. ON 16' 406$7 POST TOP PER DETAIL HEREON. HP.S.V- STREET LIGHTSTSHALL MATCH THOSE EXISTING INSALL STANDARD STREET INSTHE 900 LVICNITY N ACCORDANCE TYP1UMEN CATCH 1 WITH DETAIL SHOWN HEREON, EXCEPT THAT 9500 LUMEN. ,22I3 6. INSTALL TYPE "B" CURB AND GUTTER, PER C.O.B. STANDARD ST -1, ON ALL 624 STREETS UNLESS OTHERWISE NOTED. 4564 7. INSTALL 5' SIDEWALK ON ALL STREETS UNLESS OTHERWISE NOTED. o S. SEWER LATERAL LOCATIONS TO BE STAMPED ( S ) INTO THE CURB FACE OVER a=z EACH SEWER LATERAL. w STOCKDALE HIGHWAY 9. INSTALL. ADDITIONAL # 3-1/2 PULL BOX FOR STREET LIGHTS AT P.G.& E. ON GRAVEL. BED A .15560 SERVICE POINT. ALL PULL BOXES TO BE INSTALLED A 13705 MINIMUM OF 6" THiCK. o 10. INSTALL HANDICAP RAMPS PER' C.O.B. STD. DWG. ST -19. cc cc 11. ALL MANHOI F AND LAMPHOLE FRAME AND COVERS SHALL BE SET 1/4" BELOW : CAMINO MEDIA PAVEMENT GRADE. _ �''` MNG AVENUE 12. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED AT LEAST 2 WORKING DAYS PRIOR TO CONSTRUCTION. 1-800-227-2600. p 13. WARNING/REGULATORY SIGNS: SIGN PANELS SHALL BE MOUNTED ON POSTS w WITH HAWKINS M2G SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR _ EQUAL. ROADSIDE SIGNS INSTALLED PER STD. T-19 SHALL BE LOCATED WITHIN a13 SIDEWALK 6" FROM BACK. vi 14. CONTRACTOR SHALL PROVIDE 1 SPARE STREET LT. FOR EVERY 10 INSTALLED HI+� LAN TO CITY OF BAKERSFIELD, PUBLIC WORKS DEPT. GENERAL SERVICES DIVISION. PIMC 1 15. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD M PUBLIC WORKS DEPT. FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED' 8 STREET RIGHT-OF-WAY. UNLESS -SECURED BY A SUBDIVISION AGREEMENT, W1 r - SECURITY BASED ON AN APPROVED ENGINEER'S' ESTIMATE FOR THE WORK 58,00 LUMENS ET LIGHT PERFORMED WITHIN THE RIGHT-OF-WAY AND INSURANCE SHALL BE POSTED 7 PRIOR TO ISSUANCE OF THE PERMIT. 6 16, AGGREGATE BASE: AGGREGATE BASE MATERIAL FOR ARTERIAL & COLLECTOR 4 ROADWAYS SHAD. MEET THE SPECIFICATIONS FOR CLASS 2 AGGREGATE BASE 4 (CL 2 AB) CONFORMING TO SECTION 26 OF THE STATE STANDARD SPECIFICATIONS, MATERIAL WILL BE BENCH MARK: LATEST EDITION; HOWEVER, NO RECYCLED OR RECLAIMED ALLOWED. BASE MATERIAL IN LOCAL ROADS SHALL BE EITHER CL 2 AB OR TOP OF CONCRETE MONUMENT AT THE CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200-2.4 OF NORTHEAST CORNER OF SECTION 12, 30/26. THE "GREENSOOK". ELEVATION - 364.075. (U.S.G.S. DATUM) PER TRACT 5863, BK. 43, PG. 91, O.R. AGGREGATE BASE SHALL BE FURNISHED AND PLACED IN ACCORDANCE WITH 3 THE CONTRACT PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION AND THESE DETAILED SPECIFICATIONS. AGGREGATE BASE DENOTES SHEET NUMBER FOR STREET SHALL BE GRADED TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95% 416 OF THE MAXIMUM, DRY DENSITY IN ACCORDANCE WITH ASTM D-1557. ( DENOTES SHEET NUMBER FOR ALLEY 17. SUBGRADE PREPARATION: THE CONTRACTOR SHALL FINE GRADE AND COMPACT ALL UNITS SHALL BE CONSTRUCTED STREET SUBGRADE IN ACCORDANCE WITH THE CONTRACT PLANS, CITY REQUIREMENTS AND STANDARD SPECIFICATIONS. SUBGRADE SHALL BE GRADED SIMULTANEOUSLY. TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 957o OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D-1557. p ABBREVILAMNS FL FLOWUNE POVC POINT ONVERTICAL CURVE - - o STORM DRAIN - REFER 10 SEWER &STORM' DRAIN PLANS CL CENTERUNE BVC BEGIN VERTICAL CURVE STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN RAMS ELEV ELEVATION EVC END VIEPTTCAL CURVE BCR BEGIN CURB RETURN PI PONT OF INTERSECTION CATCH BASiN - REFER TO SEWER & STORM DRAIN PLANS. ECR END CURB RETURN PRC POINT OF REVERSE CURVA'T'URE a BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE, s SEWER - REFER TO SEWER & STORM DRAIN. PLANS EC END CURVE TC TOP OF CURB PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. OF VERTICAL CURVE FC FINISH CONCRETE ® SEINER CLEANOUT -REFER TO SEWER &STORM DRAIN PLANS. Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.R. STD. S-.29. d4o mm ■ In ■ � s ■ now TRACT BOUNDARY Q) EXISTING SURVEY MONUMENT an r mo rani ar.r iwr � FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. S-40, non Or PHASE BOUNDARY ----------------------- PROPOSED S'AWCUT LIMIT LIME FURNISH & INSTALL METRO STREET NAME SIGN PER U.S. STD. S-40. rs FURNISH &INSTALL TRAFFIC SIGNAL C9FiDUIT -C>- FURNISH & INSTALL STREET UGHT-5800 LUMEN PER DETAIL - SHEET 14. IR FURNISH & INSTALL IRRIGATION CONDUIT FURNISH & INSTALL ALLEY LIGHT -5800 LUMEN PER DETAIL - SHEET 14 Ic FURNISH & INSTALL INTERCONNECT CONDUIT R1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: 43 1115 FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT TR3-N0. 3 1/2 SIZE TR5-NO. 5 SIZE TR6=NO. 6 SIZE "R1-1" - STOP »W31(CA)" - END "R6-1" - ONE WAY W14-1 - DEAD-END (D CURVE NUMBER FOR CURVE DESCRIPTION N5-1" -• DO NOT ENTER "W14--2" - N.0 OUTLET "R26(CA)" - NO PARKING "Wt -7" - DOUBLE ARROW ITEM OF WORK - SEE SCHEDULE "R3 -5R" - RIGHT TURN ONLY "W1-6" - SINGLE ARROW "R4-7" - KEEP RIGHT "ii:i-1 * - CURVE ARROW SECTION DESIGNATION: "R81(CA)" - BIKE LANE W3-3 - SIGNAL AHEAD SE6110N LErIER SIGN NUMBERS ARE FEDERAL CODES UNLESS A OTHERWISE. INDICATED:.NY (CA). - .....-... -- (CA) INDICATES CALIFORMA SES. 2 - • INDEX /�/�\/ �/F Hy�ETs SHEET WHERE SE�CIIQN IS 9HC3WN - ui 1. TITLE SHEET 11. MEDALLION. DRIVE & MARSDEN STREET 2. LINCOLNSHIRE DRIVE 12. BARROWDY STREET (STA. 10+00.00 TO STA. 24+50.00) (STA. 10+00.00.' TO STA. 21+64.77) 3. VALDENA STREET & LINCOLNSHIRE DRIVE 13. BARROWBY STREET (STA. 24+50.00 TO STA, 29+28.27) (STA.. 21+64.77 TO STA. 31+89.72) 4. PARKERHILL DRIVE 14. STIL:LBROOK DRIVE (STA 10+00 DO TO STA. 20+82.44) 05UAL s E [T�N-G-TR UNIT l UNIT 2 UNIT 3 UNIT 4 UNIT S UNIT 6 UNIT 7 TOTAL ITEMUNIT A.C.PAVING TONS 1051 §60 731 70 691 7 525 5370 CL, 11 AGG. BASE C UYD 1084 579 747 721 706 • 75 53.6 5425 SUBGRADE PREPARATION S, YD 8130 " 6,592 5600 5409293 19. 564 402 406$7 R'Q. AND GUTTER LF' 1529fi ,22I3 _3293 624 40'II9 4564 2849 30. 43 SIDEWALK SQF'T _24745, 21265 15645 17440 .15560 15115 13705 _j2 475 13RIVEWAYS SQI T 720 3 4Q 16$0 1080 2{3413 960 1440 11160 CONCRETE ALLEY S#3'FT 272 &52A 32767 191313 - '173 6 13030 123{7x3 STAN ARD STREET NAME SIGNS EA 10 8 6 6 8 4 45 58,00 LUMENS ET LIGHT EA 7 6 6 4 4 4 4 35 hi 0NUM.ENT ENCASEI E EA 1.5 6 7 3 4 3 413 MEDIAN CURB LF 416 _ - -- _ _ - 416 05UAL s E [T�N-G-TR STREETS 371 1 2111 D14f 1 1837 1 170;5L.1751 PARKER'HILL DRIVE (STA, 21+00.00 TO 1433 143 ALLEY LEN' TFf LF . 2G� 4. 525 2016 1 59 22 . 1!757 788 1 7721 NOTE: ALL ALLEYS ' STREETS 15. MANDALAY PLACE CHAMBER 5. PARKER'HILL DRIVE (STA, 21+00.00 TO STA+ 33+66.07) 16. » s ALLEY A 6. BRINUI,.EBAY LANE & DALWOOD STREET 17. ALLEY *137,ALLEY "C", ALLEY "D" &ALLEY E" 7. LANESFIELD DRIVE 18. ALLEY "F", ALLEY "G" & ALLEY "H" 8. MARSALA STREET & JULESBURG STREET 19. ALLEY "I", ALLEY ",J" &ALLEY "K" 9. OAKLEY STREET (STA. 10+00.00 TO STA. 22+69.76) 20. ALLEY "L", ALLEY "M" & ALLEY "N" 10. OAKLEY STREET 21. ALLEY "0" t " ALLEY "P, ALLEY "Q" (STA. 22+69.76 TO STA. 34+90.47) & ALLEY R NOTE: ALL ALLEYS AND STREETS IN THIS TRACT ARE PRIVATE EXCEPT FOR SOUTH ALLEN ROAD, WHITE LANE AND CHAMBER BOULEVARD. 2 / / / I / CENTERdNE STORM DRAIN UP CURB AND GUTTER FLOWLINE CURB AND NUTTER to LANDSCAPE W SIDEWALK �t N.T.S. ,..,,,,,� ., L, A M CIN OF BAKERSFILF� . KERN COUNTY CALFORNA STREET CONSTRUCTION PLANS TRACT UNITS SKEY MAP C, FOR NO. 6223 1 TH.RU` 7 NOTE: 1. PRIOR TO THE START OF ANY PHASE. OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE VEN'. 24 HOURS NOTICE. TELEPHONE: 326-3049. 2. ALL MATERIALS SUPPLIED FOR THIS PROJECT WILL REQUIRE A CERTIFICATE OF COMPLIANCE STATING THAT THE REOUIREMENTS & STANDARDS SET FORTH BY THE CITY OF BAKERSFIELD HAVE BEEN MET. I ENGINEER'S STATEM. ENT 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 REQUIREMENT'S 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 ii4c:i .DiNANCES. STANDARDS AND DESIGN CRITERIA SHALL BE R R A. N O TOSH R.C.E. .:33322 U3 ,-.TE EXP. 6-30-06 IN ACCORDANCE WITH THE CONDITIONS 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 SE PRIVATELY MAINTAINED. APPROVED BY: RACL ,M. R©UAS i'UULK: WUNKt 'UlKtti R,C.£. 398W EXP. '12--31-05 ASSISTANT PUBLIC WORKS DIRECTOR NEVIEWED BY: � TRAFFIC ENGINEER A. DATE Me f t 4,, ^ .Art' ., •i b 4 .w f •'a ''i.:`? WHITE LAME WHITE -- LADE `- P Mi 04 <C d Co 0 � z W W _rim a>a F - w c C) IT: 0 an N of gg ca v� Q�c U mm> p � a ,,. o.. d4o (Ti cN V} CURVE TABLE CONT. CURVE TABLE 12" WIDE EXPANSION JOINT AT SIDEWALKS. RADIUS LENGTH TANGENT GROOVED 1 1226.00 65.17' 32.59' BORDER CONCRETE WALK, 6" 2224.00' 117.91' S/pF PLANTER WHERE OCCURS 1235.00' 14.85 7.43 AREA 4 1243.00' 14.02' 7.01' 00'38'47" FINISH GRADE -A.C. PAVEMENT 47.56' 23.78' 02'15'15" ---- - - R=1./2 2% 89.73' 44.87' 02"19'46' 1133 7 2215.00' 17.83' 8.91' 00'27'40" 8 2241.00' 118.82' PLANTER 000000 o 'a n 20.00' 31.22' AREA °°a°o a o oaoo©o°°a 0 oaoo n NOTE, 20.00' 31.62' RETAINING 0 a°o°°06" CONC. CLASS "B' CONCRETE (5 S'ACK) 9" 13.00' 10.93' 5.81' as CURB EXPANSION JOINTS EA. 30CURB CI- 2 AGG.BASE 43.74' 29.07' 96'22'46" WEAKENED PLANE JTS. EA. 15' 20.00' 31.22' TRUNCATED 89'25'30" POUR ON COMPACTED SUBGRADE 20.00' 31.62' DOMES 6" CONC. + � C + CURB "A" 6" CONCRETE CURB DETAIL ¢ RAMP DETAIL U d IL O� N ~ F- ~ Q N.T.S. O N �N Gat (n N.T.S. N e4jO CURVE TABLE CONT. CURVE TABLE LENGTH CURVE RADIUS LENGTH TANGENT DELTA 1 1226.00 65.17' 32.59' 03'02'44" 2 2224.00' 117.91' 58.97' 03'02'16" 31.62' 1235.00' 14.85 7.43 00'4121" 4 1243.00' 14.02' 7.01' 00'38'47" 5 1209.00' 47.56' 23.78' 02'15'15" 6 2207.00' 89.73' 44.87' 02"19'46' 1133 7 2215.00' 17.83' 8.91' 00'27'40" 8 2241.00' 118.82' 59.42' 03'02'16" 9 20.00' 31.22' 19.80' 89.25'30" 10 20.00' 31.62' 20.26 90'34'30" 11 13.00' 10.93' 5.81' 4811'23" 1 26.00' 43.74' 29.07' 96'22'46" JJ 20.00' 31.22' 19.80' 89'25'30" 14 20.00' 31.62' 1 20.20' 1 90'34'30" CURVE TABLE CONT. CURVE RADIUS LENGTH TANGENT DELTA 1 20.00' 32.28' 20.88' 9227'46" 16 20.00' 30.56' 19.16' 87'32'14" 1 20.00' 31.22 19.80'89'25'30' 1 18 20.00' 31.62' 20.20'd90'34'30" S00'39'43"W RAD. 0 U O 00 N m f--- m J v o E.C.R. - ELEV.=353.85 T.C. � � o O J J o M nj d c3 1- c3 F- J o -� J J A.P. - ELEV.=353.78 T.C. v -, ►= F= -, Lo "~ STA. 13+43.54, C.L. 17.00LT. do o zoo �O�o F^ socio cioo c3o M ~o X01 �O FoUo c3oc3o ciocio �'o �� F= STA. 11+82.88, C.L. 9.00LT. Jo U ►- o U o v 0 U^ o^ j ri O O O o U^ O 16 O U � ^ 0 O N c0 O O O ^ ,- Oi t7i dM' M U M Oi M pi ~ Oi ~ d• O ~ O ~ ~ O m <3i O U F- t.-= F- Oi U O CV c0 O M r- to c0 Oi N ~ J J N tl ■ 7 O W 00 In J -1 J N -j •' J J M J W+ II to �„� CR N O J O J mg M CO N U O 1- � F- lb O N M m to J M J t0 -j OO J M O N M -� F- I� J -� ARRO ST J cfl O U p J F- U U U t= M J N J to „ to Lo -1 M Lo J U to to to U M M U U U U Ucj J O to O O O M ^ ^ U O J U J J J U U U F- W M U U U U rM M U M M J J M U U U V m to to to �- � F � O w w F H H H H F- to to J j O II m Y m U m to m cr t7i O ¢ W+ M II U M �' J Il II J M M U r7 Lo �- it M U O C3 O U t7i U Oi SHEET Mi to o ci o F- o ��/ ci 0 0 -� JI 11 Lo 11 N to M N O OALLE1 G V F- J Cj coO H J M I"� 1- O m M 1� JI- N II (1 O J Z W M M eD ub N to > > II 11 - r7 Y M O CO O O M d > I t� F- F= O O 1- O O) J d O J J O N > > N Q Z > j N Q N w m to d ^ J F- > > r7 II II II 11 tr) U J : o F- I� d Lj O 26' 26 M II J� -J m O) ^ tT F- U O 0o O co O c0 O U O U O O • w r j O O II II m '* . - H w W W O 3 W W O LTJ ^ O W m W� N I J �) J m> I+) > N Q Z W W O N O M d O M d N w o' pj m O J O J t� SHEET 18 ^ of ^ o 0 0 o ALLEY I Loo > > ,r; m N OAKLEY ST J N J N ^ w J J N ,� J d J w JULESBURG ST. w w ri w -� "- -j "> j ao j co `�' > > a oo -' 'n MIARSALA $T '= o o co "� - �r 4 I > U U m M I m to M Ih M f' Ih W n W + W+ W+ P d (O W N J t7 J m W+ W + m L'"I to W rri W to W O Z ^ W {� N J rn J II O t[') U m U 17' 17'1 U w 1 $ ,,� J 1 I I Jo to to oito of N SHEET 19 '� J J N N SHEET 9 I + ow w +w + + w + w + + + SHEET 8 + �,� + + w� J J co J J + SHEET 8 J M rM to J r- r {� (n OO tD W .} M _ M rM J p r7 r7 M O N II W+ W+ to + , ,- ^ (n tb m m p, Q m I CD > I O O O O W N N+ w + W + + W+ W + O' + I N st - w to U M v II J it -i II -� '� -� J M -� I' 1 I J co co r7 U 23 ( 26' 6 1 I i ¢ I I 1 *- I 26 6' ( N N N o in N 1 I N N N a N N - 26' 26'I 1 J m to w N II all I I , W I > ,[i J F II tri II tti r i I m U v ci J J J ,.j to W I- I II U a a N w I I N N & N N m c to M m M m 2/ W+ j j M II MUM II II' 111 to UM toJ jU jc3jU U cir�ci c3 ci ¢ ¢ ¢ d Q ¢ ¢ w�dad N 1 I N 1 1 Mci �i 11 �3, I 'nJco QZ j�j�-ijao I„ III Il�lln MOv J UJ _J �� I' I J 6 jo 1,7 ,71 F_ F_23 F_ F_ 22a����aF_21a� ¢ 20�Q 1 F_ �19 F_ F_18- Q�,Q�, I -> > , W w 17' 17 1 ¢ Q ¢ N F F 17 ►- d 17' 7' 1 M M <r M I M M II W Q Q F- F- r C3 Q- d ¢ d� Q a ¢ d O. Q Q Q U II N J J W LV O_ + W + ?i W W w to J tp I II > j `� II O W N W �"� W M O II d II O j W' N' O_ �- O_ J to m 41 N¢ (n ¢ N N Q to ¢ N N Q to Q f.'n to m N 'r la.l cn ¢ m Q m to I- F' F- F- F- F- Z F- m N 1 d' W j M W r` W Y W+ W + I 6 + O W� J J N W to Oi N I I ¢ (n Q N W I I J J I 11 = I4 I w v oo14 w I I I 11. I = I d O Q , O W w+ W } + Ilf ¢III 11 W m J rn W O) �i CO tri N> > M -� M (N I ' Oi i� to W 1 I I 1 I 1 �i N I I J W+ W + Q Z d Q I N 1 N ¢ N 1 II 1 f W J I r� I O I I co W W + cn Q cn Q vs cn Q to Q N to ' w I I I 'n d �n J F- d I �I Li Q d Q I I W+ 1 w m 1 -st II Q ¢ I 11 co ,, to 1111 0 11 +1 1� r7 �t NI J m W I II p N M l 0 1 I z II to ¢ N 11 . II Lti d hl' 11 I N R 2 F� 1 rn d(n d cn d F- Nw II- I I N a ,,� ,+ a a +I + ! I II ¢ I = w I) ¢ R 2 R I : r II I M ow o J L,i a, 2 F- a d �; a l omlll Q I� ¢+ Q +Q + i+ w+ + I^ l i + + i II 9 2 1 m o N I¢ 1 d inQ n a F- m cn 16 N �"� M 15 r7 2' SIDEWALK 1 3 r 41 2 w Z Z w �- M M II z ♦ d N d N F- IIIz.-Iq F -a d EASEMENT o 2 SIDEWALK O I .* cw 1 o N a 1, o o a p i , I R. m N I JII d N Q N c -i c3 d d d d a dad a d d I z i d ¢ EASEMENT am cn -� I = LOT I d' I o f I z oo d d cn ¢ cn N4+ I P.C.C./ R 3 O] to (n F- F- F- F- F- % F- F- F- F- I I CJ �- F- - pp (` 1 d' m II c3 F- 2 I E.C.R. - ELEV.=353.47 T.C. I 5 1 2 R�Lti N N ao tnLti N N) 1 cn ¢ cn ¢ cn m cn ! 1 I j34w < cn 2 R z `=� vC I o w3 �fl� LOT OJ DD 5� c,i cn R - I ^`I STA. 10+28.62, C.L. 9.00LT. 1t Z 3 QF, 4 q♦♦ � a 2 m D tAl U 00 U - cmv �� INTERSECTION/B.C. _ 1 - S86'1 90.93'- , - S00'39'43"W RAD. - r--+ II LL J E ti O w O _ C� I eo O _Lo 32"E ^ N 93N N I+'X10 - 3 C1 ^ 17 r �Ia�12oN cr. STA. 10+00.00, C.L. C p ^_N O N� /� /V�� �/� II II 3 om o � I^ 11 CV N N C1 00 (If N Lo o N D w W ti m oo J WC'T W co '' 2' SIDEN ,00� 3 + Lo O c)= + it N Q CD "i EASEME O `_ + M C3 IOM + JJ I+� + -ge ¢ F- CJi•IJiZ _j _j C3u: � �u + � C + �� Q �COOWLt.. � NC3 ¢ �t F- F¢- U d IL O� N ~ F- ~ Q Q O N �N Gat (n 1:= N N e4jO + + _ + + W w W N t0 to a 00 U OOJN 00 Sam Q Mcr- U) C7 �N tQ-FQ- U NN ¢¢ofd0 La NInZO cj dd Lo M O �� LJ V) V) LEGEND: ABBREVIATIONS FL FLOWUNE POVC POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE EC END CURVE TC TOP OF CURB PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. 00 EXISTING SURVEY MONUMENT FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. FURNISH & INSTAL_ METRO STREET NAME SIGN PER C.O.B. STD. T-1. -O- FURNISH & INSTAL_ STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. (REFERENCE DETAIL SHEET 14) FURNISH & INSTALL ALLEY UGHT-5800 LUMEN PER C.O.B. STD. ST -14. (REFERENCE DETAIL SHEET 14) - -D _13 00_ II Z li.- ' � a 2 m U 00 U - 0: Li Z o Lt_ J Lt- J J ti - r--+ II LL J E ti O w O _ C� I eo O _Lo O n ^ N 93N N I+'X10 - 3 C1 ^ 17 r �Ia�12oN cr. m c; C p ^_N O N� to Q O � I^ 11 CV N N O = W + .- +Y JJ ' w + IN 3 + M J JI+ �¢ m 3 +1 3 + z rn O c)= + it N Q U li > N - W N + M C3 r, d' d- + to + -ge ¢ F- M O Q% N m C3 L'i L0 C) N F- F¢- U d IL O� N ~ F- ~ Q Q O N �N ci 0 e4jO - M N N 21- a 0 Sam = m Z U) C7 �N MM Lo M O �� __ m U Hi¢- \ m �N LaJ m co N N �j j ¢ j W W 360 LEGEND: ABBREVIATIONS FL FLOWUNE POVC POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE EC END CURVE TC TOP OF CURB PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. 00 EXISTING SURVEY MONUMENT FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. FURNISH & INSTAL_ METRO STREET NAME SIGN PER C.O.B. STD. T-1. -O- FURNISH & INSTAL_ STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. (REFERENCE DETAIL SHEET 14) FURNISH & INSTALL ALLEY UGHT-5800 LUMEN PER C.O.B. STD. ST -14. (REFERENCE DETAIL SHEET 14) - -D _13 00_ 6os� --Tt --�f61 0ut4s _ _ _ W _ =--- - - _�-- -- z r - --- - - -- - J g♦ I R/W R/W 27 / l io R W R W 4 3 Oi 10 4 3 4 io i� 3 ♦ 14 3 4 - 3 �� SSC. ♦ 10 3 4 Z o M 1 " D AIN 3 24" DRAT N yt_1__D 24" DRAIN 24` DRAIN o W179.01'-100--- D DO 312.02' 1 0 - - - - - - - 0 - 312.02'- - 22+0� - D - 23 0 _ _ 156.01_00 _ _ � _ s s -� s S_ --( S 1591.35' v+ N 8" SEWER 11 11 3 18" DRAIN ;r, 1 8" SEWER N 20+00 3 8" SEWER 1 N 8' SEWER 3 11 11 in 1 8' SEWER ¢ N N �d 1 1 cn mm MIN SID ALK J II J OSS J 0O J J J -.J _l J J 2 J II 3 F J 4SE ENT J -' F 3 ,, ,, u N J LL J 2 R 2' SIDEWALK J 2 J J J L.L LL. J LL J J Lt_ J Lt.. Lt_ Lt_ la.. Lt_ ,� 11 ,� EASEMENT O ^ I ^ to _ Li c i L� L. L- i u m I o o L. L: 2' SIDEWALK _ v to �►' ao Z tri N f� c a; o °� o co EASEMENT I� n O o O O M Q d- d' 00 00 00 to N O N N II m t0 to ¢ O O to cD r�Nir'- V '! �I LOT oiNo in 11 `J �-� ori 10 r� "�r� �N I� rte' iui>_ t�> N II F- ``� ou LOT t0 m 'o I m m r; tri I 100 ao I I cv o f o EE M> Q� o¢� 11 �Q�UN 12 13 N¢Vo 1 OQN �15� Oo � _� Q N¢�25 3 ++I 3 + JJ N + +O II W 3 ..F 1+3 + I+ m � 3 �.. 1+3 + W to i+ 3 + I+3 + +I3 �. m O N + CC + -JJ O J 3 -}I+3 �- lo - - J +L -t ^ OO I i.i � � W �, � W �� N N N N N- N O O N - N � N ICN NJ >_ > > >_ Z Jto to t` tb Of +> CnW o CU 'L�1 L�1 L,,1 CUL�,1 > U J J Z U LL J � �' �' D' W � � � K ^ �- J J O Q O Q O N Uli Q J QN N OW -t D¢ Q O d D d Q O d Z d O d ¢ O d d O d ULi Q F- -� ¢ Q Q O Q F- F- M F- Lc F- Lt. F- F- F- F- F- - II 11 c' D O D (n N N N N Q N O to Q F- F- F- F- F- F- -J .J F- La_ �--' F- N d Q N F- F- F- ttf Lei r- N m ri 4 J 0 N (n N [n m N � N N m m N � U Li oO 1, J O M r7 to O -t J m � N 06 N (n cn W c3 Li N d N O O ++ 46 Coco W O U ++JCn - N M W � I� to MOO 000 � U O - to rn O rn N� taco �� QF- + a ���w� �N� o aodt^ri P_00 NN O N rn + N NN w N SEE DETAIL C U I¢ -F¢- .2- 2 mW O U Fa-Ia-OW r_ P_ ++ NN V d; �J M JJ (3 ¢Q Z ¢ U N N U L� N c3 L� F- F- w F- FOR SURFACE 15 m tntn dd w o� tnfnZn N N W Q W m N N N N coW+ d 0606w to U U TREATMENT N ow K 'f' TA. 17+13.24, C.L. 17.00RT.= z FQ- v F_ ° m N ��' `'�" ¢ N 0) m CENTER 9' RAD. ROUNDABOUT STA. 17+20.92, F.L. o cn cn m cn u> z d � o �' N U(1� fl� STA. 16+84.17, C.L.4.00RT. v F m + + + + �1 Lc) P.R.C. cn w N N N N STA. 17+03.55, C.L. 21.33RT.= add d d STA. 17+09.99 F.L. Q U) in a N c~n , LINCOLNSHIRE DRIVE (PRIVATE STREET) (STA. 10+00.00 TO STA. 24+50.00) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL II Z li.- ' � a 2 m U 00 U - 0: Li Z o Lt_ J Lt- J J ti - r--+ II LL J E ti O w O _ C� I eo O _Lo O n ^ N 93N N I+'X10 - 3 C1 ^ 17 r �Ia�12oN cr. m c; C p ^_N O N� to Q O � I^ 11 CV N N O = W + .- +Y JJ ' w + IN 3 + M J JI+ �¢ m 3 +1 3 + z rn O c)= + = o N Q U li > N - W N + M C3 r, d' d- + to + -ge ¢ F- M O Q% N m C3 L'i L0 C) N F- F¢- U d IL O� N ~ F- ~ Q Q O N �N ci 0 e4jO - M N N 21- a 0 Sam = m Z U) C7 �N MM Lo M O �� __ m U Hi¢- \ m �N LaJ m co N N 6os� --Tt --�f61 0ut4s _ _ _ W _ =--- - - _�-- -- z r - --- - - -- - J g♦ I R/W R/W 27 / l io R W R W 4 3 Oi 10 4 3 4 io i� 3 ♦ 14 3 4 - 3 �� SSC. ♦ 10 3 4 Z o M 1 " D AIN 3 24" DRAT N yt_1__D 24" DRAIN 24` DRAIN o W179.01'-100--- D DO 312.02' 1 0 - - - - - - - 0 - 312.02'- - 22+0� - D - 23 0 _ _ 156.01_00 _ _ � _ s s -� s S_ --( S 1591.35' v+ N 8" SEWER 11 11 3 18" DRAIN ;r, 1 8" SEWER N 20+00 3 8" SEWER 1 N 8' SEWER 3 11 11 in 1 8' SEWER ¢ N N �d 1 1 cn mm MIN SID ALK J II J OSS J 0O J J J -.J _l J J 2 J II 3 F J 4SE ENT J -' F 3 ,, ,, u N J LL J 2 R 2' SIDEWALK J 2 J J J L.L LL. J LL J J Lt_ J Lt.. Lt_ Lt_ la.. Lt_ ,� 11 ,� EASEMENT O ^ I ^ to _ Li c i L� L. L- i u m I o o L. L: 2' SIDEWALK _ v to �►' ao Z tri N f� c a; o °� o co EASEMENT I� n O o O O M Q d- d' 00 00 00 to N O N N II m t0 to ¢ O O to cD r�Nir'- V '! �I LOT oiNo in 11 `J �-� ori 10 r� "�r� �N I� rte' iui>_ t�> N II F- ``� ou LOT t0 m 'o I m m r; tri I 100 ao I I cv o f o EE M> Q� o¢� 11 �Q�UN 12 13 N¢Vo 1 OQN �15� Oo � _� Q N¢�25 3 ++I 3 + JJ N + +O II W 3 ..F 1+3 + I+ m � 3 �.. 1+3 + W to i+ 3 + I+3 + +I3 �. m O N + CC + -JJ O J 3 -}I+3 �- lo - - J +L -t ^ OO I i.i � � W �, � W �� N N N N N- N O O N - N � N ICN NJ >_ > > >_ Z Jto to t` tb Of +> CnW o CU 'L�1 L�1 L,,1 CUL�,1 > U J J Z U LL J � �' �' D' W � � � K ^ �- J J O Q O Q O N Uli Q J QN N OW -t D¢ Q O d D d Q O d Z d O d ¢ O d d O d ULi Q F- -� ¢ Q Q O Q F- F- M F- Lc F- Lt. F- F- F- F- F- - II 11 c' D O D (n N N N N Q N O to Q F- F- F- F- F- F- -J .J F- La_ �--' F- N d Q N F- F- F- ttf Lei r- N m ri 4 J 0 N (n N [n m N � N N m m N � U Li oO 1, J O M r7 to O -t J m � N 06 N (n cn W c3 Li N d N O O ++ 46 Coco W O U ++JCn - N M W � I� to MOO 000 � U O - to rn O rn N� taco �� QF- + a ���w� �N� o aodt^ri P_00 NN O N rn + N NN w N SEE DETAIL C U I¢ -F¢- .2- 2 mW O U Fa-Ia-OW r_ P_ ++ NN V d; �J M JJ (3 ¢Q Z ¢ U N N U L� N c3 L� F- F- w F- FOR SURFACE 15 m tntn dd w o� tnfnZn N N W Q W m N N N N coW+ d 0606w to U U TREATMENT N ow K 'f' TA. 17+13.24, C.L. 17.00RT.= z FQ- v F_ ° m N ��' `'�" ¢ N 0) m CENTER 9' RAD. ROUNDABOUT STA. 17+20.92, F.L. o cn cn m cn u> z d � o �' N U(1� fl� STA. 16+84.17, C.L.4.00RT. v F m + + + + �1 Lc) P.R.C. cn w N N N N STA. 17+03.55, C.L. 21.33RT.= add d d STA. 17+09.99 F.L. Q U) in a N c~n , LINCOLNSHIRE DRIVE (PRIVATE STREET) (STA. 10+00.00 TO STA. 24+50.00) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL I M I— W Z Z W W Z Z Q W c o 346 12 13 14 15 16 17 0 Lo 18 19 20 21 22 > d23 > d 24 C3 + U + m cn 50.00 FT. w a'� ` °� �'.' .. j d j d VEL CURVE m c~n50.00 FT ''' cn o. ?33 VERT.CURVE , �. 6-21 LEGEND: (CONT.1 LEGEND: (CONT.. CONSTRUCTION NOTES: NOTES: R1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: ---------------------- PROPOSED SAWCUT LIMIT UNEOl CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. 12 CONSTRUCT PASSING AREA PER DETAIL ON SHEET 8. 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN "R1-1" - STOP "W31(CA)" - END TS FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT IMPROVEMENTS AND DETAILS. "R6-1" - ONE WAY "W14-1" - DEAD END O CONSTRUCT 4 STANDARD SIDEWALK PER C.O.B. STD. ST -3. CONSTRUCT ALLEY ROLL-TOP CURB PER 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. "R5-1" - DO NOT ENTER "W14-2" - NO OUTLET IR FURNISH & INSTALL IRRIGATION CONDUIT 13 DETAIL ON SHEET 16. OVER 0.40' CL. II AGG. BASE OVER 0.50' COMPACTED O.G. TO "R26(CA)" - NO PARKING "W1-7" - DOUBLE ARROW I� O3 CONSTRUCT HANDICAP RAMP PER DETAIL ON SHEET 2. BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. "R3 -5R" - RIGHT TURN ONLY 'W1-6' - SINGLE ARROW FURNISH & INSTALL INTERCONNECT CONDUIT 14 CONSTRUCT ALLEY FLUSH CURB PER DETAIL ON SHEET 16. "R4-7" - KEEP RIGHT "W1-1" - CURVE ARROW M3 TR5 TR6 CONSTRUCT ON-SITE CURB WITH 12" TOTAL CURB HEIGHT AND 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS 'R81(CA)' - BIKE LANE "W3-3" - SIGNAL AHEAD FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT O 6" CURB FACE PER DETAIL ON SHEET 2. "R1-2" - YIELD "W11-2" - PEDESTRIAN TRAFFIC TR3=N0. 3 1 2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE PAINT 12" CROSSWALK LINES USING THERMOPLASTIC PAINT PER PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. "W16 -7p" - DIAGONAL ARROW PLAQUE 0 CURVE NUMBER FOR CURVE DESCRIPTION CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3. 15 CALTRANS STANDARD SPECIFICATION 8010-21C-19. 4. ADJUST EXISTING SEWER MANHOLES TO FINISHED GRADE. - - D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS O TAPER NUMBER FOR TAPER DESCRIPTION O SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER. PAINT 12" SOLID WHITE LINE USING THERMOPLASTIC PAINT PER 5. EXISTING POLES TO BE RELOCATED. 16 Q STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS ® ITEM OF WORK - SEE SCHEDULE O PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS CALTRANS STANDARD SPECIFICATION 8010-21C-19. 6. ALL DRAIN INLETS TO BE CHRISTY U23 CATCH BASIN WITH STANDARD SPECIFICATION 8010-21C-19. ALHAMBRA FOUNDARY A2012 BICYCLE PROOF 24"x24" GRATE. � CATCH BASIN -REFER TO SEWER &STORM DRAIN PLANS. � CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS 17 PAINT 12" DOTTED WHITE LINE USING THERMOPLASTIC PAINT PER PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) CONSTRUCT TYPE "M' MEDIAN CURB WITH 14" TOTAL CURB CALTRANS STANDARD SPECIFICATION 8010-21C-19. SECTION DESIGNATION: s SEWER - REFER TO SEWER & STORM DRAIN PLANS O HEIGHT AND 71/2" CURB FACE. SECTION LETTERCALTRANS TYPE IV ARROW, LEFT OR RIGHT SQ SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. AS APPLICABLE, TO BE PAINTED CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17, `_ _ A © SEWER CLEANOUT -REFER TO SEWER &STORM DRAIN PLANS. CALTRANS TYPE I ARROW O COMPACT SUBGRADE TO 90% OF MAX. TO 12" BEYOND GUTTER LIP TO A DEPTH OF 12". 2 AS APPLICABLE, TO BE PAINTED SHEET WHERE SECTION IS SHOWN TRACT BOUNDARY CALTRANS TYPE VII ARROW CONSTRUCT 16'-20' WIDE ALLEY PER C.O.B. STD. ST -12. AS APPLICABLE, TO BE PAINTED 10 PAVEMENT TO BE 0.15' �> TYPE B>� COLORED A.C. t. UNIT BOUNDARY "B" (COLOR TO BE DETERMINED) OVER 0.15 TYPE B A.C. (BLACK) CAL -TRANS TYPE VI ARROW 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.X CONSTRUCT 4 WIDE VALLEY GUTTER PER C.O.B. STD. ST -17. 11 PAVEMENT TO BE 0.50' PORTLAND CONCRETE CEMENT OVER t� .6-s0-1 0.40' CL. II AGG. BASE OVER 0.50' COMPACTED O.G. TO `1 . 90% OF MAX. �_= �t 33 . 32v _ �x T a 1, I Au jRcu)R,DDRkvN1Noic CA 1. 07 -!� •tG r Z I � � a m O t---� Z O u ccs o 364 - r--+ Lu + Nt �-, >CV APPROXIMATE EXISTING cr. • F W O O C J O c)= C) r v co p Z + W -j O co Q% N IY Z 362 Lu J ---- ci 0 - - 0 - _ a 0 Sam ro u') to Lo M __ \ �j j ¢ j W W 360 W W m M W W 358 ¢ Lo _- o j 00 a' NEI ISO / Z'� + W + + + m N N V j C3 356 / ~d d� a- - w a- o r v d a FQ cn . w to =1N m N s�a�aa� 354 S=-0.25 S= 29% I M I— W Z Z W W Z Z Q W c o 346 12 13 14 15 16 17 0 Lo 18 19 20 21 22 > d23 > d 24 C3 + U + m cn 50.00 FT. w a'� ` °� �'.' .. j d j d VEL CURVE m c~n50.00 FT ''' cn o. ?33 VERT.CURVE , �. 6-21 LEGEND: (CONT.1 LEGEND: (CONT.. CONSTRUCTION NOTES: NOTES: R1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: ---------------------- PROPOSED SAWCUT LIMIT UNEOl CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. 12 CONSTRUCT PASSING AREA PER DETAIL ON SHEET 8. 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN "R1-1" - STOP "W31(CA)" - END TS FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT IMPROVEMENTS AND DETAILS. "R6-1" - ONE WAY "W14-1" - DEAD END O CONSTRUCT 4 STANDARD SIDEWALK PER C.O.B. STD. ST -3. CONSTRUCT ALLEY ROLL-TOP CURB PER 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. "R5-1" - DO NOT ENTER "W14-2" - NO OUTLET IR FURNISH & INSTALL IRRIGATION CONDUIT 13 DETAIL ON SHEET 16. OVER 0.40' CL. II AGG. BASE OVER 0.50' COMPACTED O.G. TO "R26(CA)" - NO PARKING "W1-7" - DOUBLE ARROW I� O3 CONSTRUCT HANDICAP RAMP PER DETAIL ON SHEET 2. BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. "R3 -5R" - RIGHT TURN ONLY 'W1-6' - SINGLE ARROW FURNISH & INSTALL INTERCONNECT CONDUIT 14 CONSTRUCT ALLEY FLUSH CURB PER DETAIL ON SHEET 16. "R4-7" - KEEP RIGHT "W1-1" - CURVE ARROW M3 TR5 TR6 CONSTRUCT ON-SITE CURB WITH 12" TOTAL CURB HEIGHT AND 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS 'R81(CA)' - BIKE LANE "W3-3" - SIGNAL AHEAD FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT O 6" CURB FACE PER DETAIL ON SHEET 2. "R1-2" - YIELD "W11-2" - PEDESTRIAN TRAFFIC TR3=N0. 3 1 2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE PAINT 12" CROSSWALK LINES USING THERMOPLASTIC PAINT PER PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. "W16 -7p" - DIAGONAL ARROW PLAQUE 0 CURVE NUMBER FOR CURVE DESCRIPTION CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3. 15 CALTRANS STANDARD SPECIFICATION 8010-21C-19. 4. ADJUST EXISTING SEWER MANHOLES TO FINISHED GRADE. - - D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS O TAPER NUMBER FOR TAPER DESCRIPTION O SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER. PAINT 12" SOLID WHITE LINE USING THERMOPLASTIC PAINT PER 5. EXISTING POLES TO BE RELOCATED. 16 Q STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS ® ITEM OF WORK - SEE SCHEDULE O PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS CALTRANS STANDARD SPECIFICATION 8010-21C-19. 6. ALL DRAIN INLETS TO BE CHRISTY U23 CATCH BASIN WITH STANDARD SPECIFICATION 8010-21C-19. ALHAMBRA FOUNDARY A2012 BICYCLE PROOF 24"x24" GRATE. � CATCH BASIN -REFER TO SEWER &STORM DRAIN PLANS. � CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS 17 PAINT 12" DOTTED WHITE LINE USING THERMOPLASTIC PAINT PER PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) CONSTRUCT TYPE "M' MEDIAN CURB WITH 14" TOTAL CURB CALTRANS STANDARD SPECIFICATION 8010-21C-19. SECTION DESIGNATION: s SEWER - REFER TO SEWER & STORM DRAIN PLANS O HEIGHT AND 71/2" CURB FACE. SECTION LETTERCALTRANS TYPE IV ARROW, LEFT OR RIGHT SQ SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. AS APPLICABLE, TO BE PAINTED CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17, `_ _ A © SEWER CLEANOUT -REFER TO SEWER &STORM DRAIN PLANS. CALTRANS TYPE I ARROW O COMPACT SUBGRADE TO 90% OF MAX. TO 12" BEYOND GUTTER LIP TO A DEPTH OF 12". 2 AS APPLICABLE, TO BE PAINTED SHEET WHERE SECTION IS SHOWN TRACT BOUNDARY CALTRANS TYPE VII ARROW CONSTRUCT 16'-20' WIDE ALLEY PER C.O.B. STD. ST -12. AS APPLICABLE, TO BE PAINTED 10 PAVEMENT TO BE 0.15' �> TYPE B>� COLORED A.C. t. UNIT BOUNDARY "B" (COLOR TO BE DETERMINED) OVER 0.15 TYPE B A.C. (BLACK) CAL -TRANS TYPE VI ARROW 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.X CONSTRUCT 4 WIDE VALLEY GUTTER PER C.O.B. STD. ST -17. 11 PAVEMENT TO BE 0.50' PORTLAND CONCRETE CEMENT OVER t� .6-s0-1 0.40' CL. II AGG. BASE OVER 0.50' COMPACTED O.G. TO `1 . 90% OF MAX. �_= �t 33 . 32v _ �x T a 1, I Au jRcu)R,DDRkvN1Noic CA 1. 07 -!� •tG r Z I � � a m O t---� Z O u ccs o 364 - r--+ Lu + Nt �-, >CV APPROXIMATE EXISTING cr. • F W O O C J O c)= C) r v co p Z + W -j O co Q% N IY Z 362 Lu J ---- ci 0 - - 0 - _ a 0 ro u') to Lo M __ \ �j j ¢ j W W 360 W W m M W W 358 ¢ Lo _- o j 00 a' / Z'� + W + + + m N N V j C3 356 / ~d d� a- - w a- o r v d a FQ cn . w to =1N m N 354 S=-0.25 S= 29% I PROPOSED SOUIH FLOWLINt� Ix 352 N F-- Lr N tr �' 350 m N A W W `r `� = 348 I M I— W Z Z W W Z Z Q W c o 346 12 13 14 15 16 17 0 Lo 18 19 20 21 22 > d23 > d 24 C3 + U + m cn 50.00 FT. w a'� ` °� �'.' .. j d j d VEL CURVE m c~n50.00 FT ''' cn o. ?33 VERT.CURVE , �. 6-21 LEGEND: (CONT.1 LEGEND: (CONT.. CONSTRUCTION NOTES: NOTES: R1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: ---------------------- PROPOSED SAWCUT LIMIT UNEOl CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. 12 CONSTRUCT PASSING AREA PER DETAIL ON SHEET 8. 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN "R1-1" - STOP "W31(CA)" - END TS FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT IMPROVEMENTS AND DETAILS. "R6-1" - ONE WAY "W14-1" - DEAD END O CONSTRUCT 4 STANDARD SIDEWALK PER C.O.B. STD. ST -3. CONSTRUCT ALLEY ROLL-TOP CURB PER 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. "R5-1" - DO NOT ENTER "W14-2" - NO OUTLET IR FURNISH & INSTALL IRRIGATION CONDUIT 13 DETAIL ON SHEET 16. OVER 0.40' CL. II AGG. BASE OVER 0.50' COMPACTED O.G. TO "R26(CA)" - NO PARKING "W1-7" - DOUBLE ARROW I� O3 CONSTRUCT HANDICAP RAMP PER DETAIL ON SHEET 2. BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. "R3 -5R" - RIGHT TURN ONLY 'W1-6' - SINGLE ARROW FURNISH & INSTALL INTERCONNECT CONDUIT 14 CONSTRUCT ALLEY FLUSH CURB PER DETAIL ON SHEET 16. "R4-7" - KEEP RIGHT "W1-1" - CURVE ARROW M3 TR5 TR6 CONSTRUCT ON-SITE CURB WITH 12" TOTAL CURB HEIGHT AND 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS 'R81(CA)' - BIKE LANE "W3-3" - SIGNAL AHEAD FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT O 6" CURB FACE PER DETAIL ON SHEET 2. "R1-2" - YIELD "W11-2" - PEDESTRIAN TRAFFIC TR3=N0. 3 1 2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE PAINT 12" CROSSWALK LINES USING THERMOPLASTIC PAINT PER PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. "W16 -7p" - DIAGONAL ARROW PLAQUE 0 CURVE NUMBER FOR CURVE DESCRIPTION CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3. 15 CALTRANS STANDARD SPECIFICATION 8010-21C-19. 4. ADJUST EXISTING SEWER MANHOLES TO FINISHED GRADE. - - D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS O TAPER NUMBER FOR TAPER DESCRIPTION O SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER. PAINT 12" SOLID WHITE LINE USING THERMOPLASTIC PAINT PER 5. EXISTING POLES TO BE RELOCATED. 16 Q STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS ® ITEM OF WORK - SEE SCHEDULE O PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS CALTRANS STANDARD SPECIFICATION 8010-21C-19. 6. ALL DRAIN INLETS TO BE CHRISTY U23 CATCH BASIN WITH STANDARD SPECIFICATION 8010-21C-19. ALHAMBRA FOUNDARY A2012 BICYCLE PROOF 24"x24" GRATE. � CATCH BASIN -REFER TO SEWER &STORM DRAIN PLANS. � CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS 17 PAINT 12" DOTTED WHITE LINE USING THERMOPLASTIC PAINT PER PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) CONSTRUCT TYPE "M' MEDIAN CURB WITH 14" TOTAL CURB CALTRANS STANDARD SPECIFICATION 8010-21C-19. SECTION DESIGNATION: s SEWER - REFER TO SEWER & STORM DRAIN PLANS O HEIGHT AND 71/2" CURB FACE. SECTION LETTERCALTRANS TYPE IV ARROW, LEFT OR RIGHT SQ SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. AS APPLICABLE, TO BE PAINTED CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17, `_ _ A © SEWER CLEANOUT -REFER TO SEWER &STORM DRAIN PLANS. CALTRANS TYPE I ARROW O COMPACT SUBGRADE TO 90% OF MAX. TO 12" BEYOND GUTTER LIP TO A DEPTH OF 12". 2 AS APPLICABLE, TO BE PAINTED SHEET WHERE SECTION IS SHOWN TRACT BOUNDARY CALTRANS TYPE VII ARROW CONSTRUCT 16'-20' WIDE ALLEY PER C.O.B. STD. ST -12. AS APPLICABLE, TO BE PAINTED 10 PAVEMENT TO BE 0.15' �> TYPE B>� COLORED A.C. t. UNIT BOUNDARY "B" (COLOR TO BE DETERMINED) OVER 0.15 TYPE B A.C. (BLACK) CAL -TRANS TYPE VI ARROW 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.X CONSTRUCT 4 WIDE VALLEY GUTTER PER C.O.B. STD. ST -17. 11 PAVEMENT TO BE 0.50' PORTLAND CONCRETE CEMENT OVER t� .6-s0-1 0.40' CL. II AGG. BASE OVER 0.50' COMPACTED O.G. TO `1 . 90% OF MAX. �_= �t 33 . 32v _ �x T a 1, I Au jRcu)R,DDRkvN1Noic CA 1. 07 -!� •tG r Z I � � a m O t---� Z O u ccs o O to - r--+ Lu + Nt �-, >CV Z cr. • F W O O C J O c)= C) r v co p Z + W -j O co Q% N IY Z Lu J i i i Q o U a 0 i Z I � � a O t---� Z O u ccs o O to - r--+ Lu + Nt �-, >CV W cr. • F W co O C J O c)= C) r v co p Z + -j O co Q% N • QN Z J i i i o U a PARCEL 111r-11 WHITE LANE SEE TR. N0. 6223J 3 E.C.R./A.P. - ELEV.=352.92 T.C. OFF-SITE STREET " " LINCOLNSHIRE DR. ��� IMPROVEMENT PLANS ¢ o ,N o SEE RIGHT STA. 10+32.71, C.L. 9.00LT. } 13t 27' I1 wa of o M �" o I' 26' 26 I o II + c3 o w Goo � ("� 000 o U C" 1117' 131 ~ I 1 II v 5cr_' S' m ci o C> o rNi o ALLEY R o C> o • IF J J M d O V7 N m N (n m fn cn I Ln O O CR M U I i c! II I< f'L I I I m 1- � ~ ^ M of SHEET 21 � C" ~ of PO [p _ _ _ _ _ 1 I 1 I N II I I W I I 'r_ I •A I J 'J M J > J ' 1 tI.) J M J> O I I Q I Lb Vl D I LO O O "' M U Ii.1 0 IIIA NI I u U ,,, "+ VNI O fi 1 i0 I �'yl I II II I coo III I III w coo II D OOD !I iC 1 2 3 Im1ZIC14 C4 Wp 36 �� M IIF idIJrnWN1 { I o ff 3 I � I I� `n w + w + �`�j- I� III h w +. w + 4 I ��00 1 I o+ 0 2' SIDEWALK ¢ Ip.nl Iii L I N N Q V) 2' SII m N r--, �' �_ r,i 1 I EASEMENT I hh 111 I I EAS II , LOT 13 j 3 � a 2 � U IiINI iii o � a IQ - 1I II I c 1124 I 1 m Q (n m N I I LJ N Q V) 00 II f Q ® E CL INTERSECTION o R I "' II STA. 10+00.00, C.L 4 1 5s z O 4 " E R OFF-SITE ° SEWER 6 4 3 3 8" SE R 10-1 N 5 °O m N "' ii s s 1 - 3 _ _ 181.64' s _ + { I 30" UI? N 1 30" DRAIN O 30" 1 NOt'14'42°E 11+00 N - 12+00 N ^ - 1 I i OFF I N ^ 18 DRAIN DRAIN D 30 DRAIN 30 G T I O - _ J -1 3 -1 J ...i J 7L-�j o rn II i 11 I a wco �` i` 112 Ma L �" Jh a a 4 a J II C14 cn (o" "4 co co o I N Q S rn a �� r` rn La >• ^ i v> >- ^ U O /� >_ N m I m oZ III ++I 3 .n �I m u +I17 'u) pw 3 rn +1 IN 3 N 15 co I� Q '�� rnrnI �`' i `n oI I �N + �1 ! a 3 1t I4 R a' J J > �� �� Qo QQ a T V o O II J Nw a > �_ ^� jj 11 1 I U W (nc�I N cn `{ z (� �+ W ``' � < O I-- N � FQ-- c� N J C U 4 � O Q 1 I I I � � i � N ¢ rn CN u- `n V � N cn Q � Q � (do (n cap ( i I I ` II ��� PARCEL m 0000` w PARCELPARCEL�'`� m ++ WHITE LANE 00�� PARCEL ++JN m ±± SEE TR. NO. 6223 f- o, m Q w w .- OFF-SITE STREET d a Q - ff ff o ci FV)w ff ff ff )f U ¢Qaa if f) Q ¢a IMPROVEMENT PLANS I, I N N J D (~ (n cn L.1 A � ; N PER PARCEL MAP v PER PARCEL MAP WAIVER NO. 04-1294 PER PARCEL MAP PER PARCEL MAP WAIVER NO. 04-1294 UN� WAIVER N0. 04-1294 WAIVER N0. 04-1294 VALDENA STREET 364 362 360 358 356 354 352 350 348 346 364 362 360 358 356 354 352 350 348 346 ,LEGEND: (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL rnnrl rT ,'--IDENTICAL POINT 10 364 362 360 358 356 354 352 350 348 --- - 346 E.C. MEDIAN TABLE FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: E.C. STATION TC ELEV. FL/TP ELEV. Q STA. 9+17.52, C.L. 58.00LT. 352.96 352.46 Q STA. 9+62.62, C.L. 58.00LT. 352.89 352.39 - STA. 9+82.62, C.L. 38.20LT. 352.64 352.14 ® STA. 9+82.82, C.L. 18.20LT. 352.68 352.18 05 STA. 9+62.82, C.L. 2.00RT. 352.63 352.13 Q I STA. 9+17.52, C.L. 2.00RT. 352.70 352.20 © SEWER CLEANOUT -REFER TO SEWER & STORM DRAIN PLANS. 20.00'28.84' 11 1 VV) -j J m Lr "``�p � 1 17.57' 82'36'24" 7 M 7'1 1 1 23.21' 98'30'06" IT�� o rn.n 310 -' --IVALDENA* CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS Lw oti + + w z "`` VALDENA ST. 4. N N SEE LEFT to SOLID WHITE LINE USING THERMOPLASTIC PAINT PER SEE m An PER PARCEL MAP CALTRANS LEFT u z LQ o o N NN WW M LO W ujw mcn �- N N DOTTED WHITE LINE USING THERMOPLASTIC PAINT PER Z >J CALTRANS CALTRANS TYPE I ARROW cm cd Ad N N AS APPLICABLE, TO BE PAINTED M .- M to M CALTRANS TYPE VII ARROW (j Z ,� w AS APPLICABLE, TO BE PAINTED 10 00.40' R TO DETERMINED) 0TYPE ' �> CAL -TRANS TYPE VI ARROW ixn OVER C L. IAG.BASE OVER0.50'COMPACTED O.G. TO J_ BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 0 a U O M> 11w N Ow > > m w : (ow > \ 11 0.40' CL. II AGG. BASE OVER 0.50' COMPACTED O.G. TO W Li 0 ww U J uiWZ W z '• w M Q m � U Jw w ^W tlj t+� w Mo CD �mo Z l.� M �- Q J O V) \ U J - U +J (n Lu tD a+p ( - w O. WLr- Fw- N t0 m a: 0 Z N cr �U N ,4 U -LYS Z5 cj Q C14 APPROXIMATE EXISTING APPROXIMATE GRADE G "I'TING CENTERLINE -,\Q c� za mm N w ¢o Na Q " °ui GRA E 0 CEN rERLINE N KNEEN N C4cn n -5 =0.25% ,'--IDENTICAL POINT 10 364 362 360 358 356 354 352 350 348 --- - 346 E 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 INTERSEC11ON ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE EC END CURVE TC TOP OF CURB PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. (4 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 14) FURNISH & INSTALL ALLEY LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. (REFERENCE DETAIL SHEET 14) 10 11 12 LEGEND:(CONI-1 E.C. MEDIAN TABLE FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: E.C. STATION TC ELEV. FL/TP ELEV. Q STA. 9+17.52, C.L. 58.00LT. 352.96 352.46 Q STA. 9+62.62, C.L. 58.00LT. 352.89 352.39 - STA. 9+82.62, C.L. 38.20LT. 352.64 352.14 ® STA. 9+82.82, C.L. 18.20LT. 352.68 352.18 05 STA. 9+62.82, C.L. 2.00RT. 352.63 352.13 Q I STA. 9+17.52, C.L. 2.00RT. 352.70 352.20 E 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 INTERSEC11ON ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE EC END CURVE TC TOP OF CURB PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. (4 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 14) FURNISH & INSTALL ALLEY LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. (REFERENCE DETAIL SHEET 14) 10 11 12 LEGEND:(CONI-1 CURVE TABLE R1 i FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: M "R1-1" - STOP "W31(CA)" - END TANGENT "R6-1" - ONE WAY "W14-1" - DEAD END 1 "R5-1" - DO NOT ENTER "W14-2" - NO OUTLET 31.62' "R26(CA)° - NO PARKING "W1-7" - DOUBLE ARROW 90'3430" CUR 45.00' "R4-7" - KEEP RIGHT °W1-1" - CURVE ARROW - "R81(CA)" - BIKE LANE "W3-3° - SIGNAL AHEAD 3 h 31.22' °W16 -7p" - DIAGONAL ARROW PLAQUE -- D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS QD STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS - 0 s SEWER - REFER TO SEWER & STORM DRAIN PLANS SQ SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. © SEWER CLEANOUT -REFER TO SEWER & STORM DRAIN PLANS. 20.00'28.84' 11 1 VV) -j J m Lr "``�p � 1 17.57' 82'36'24" 7 M 7'1 1 1 23.21' 98'30'06" IT�� o rn.n 310 -' --IVALDENA* CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS Lw oti + + w z "`` VALDENA ST. 4. N N SEE LEFT to SOLID WHITE LINE USING THERMOPLASTIC PAINT PER SEE m An PER PARCEL MAP CALTRANS LEFT u z LQ o o N NN WW M LO W ujw mcn �- N N DOTTED WHITE LINE USING THERMOPLASTIC PAINT PER Z >J CALTRANS CALTRANS TYPE I ARROW cm cd Ad N N AS APPLICABLE, TO BE PAINTED M .- M to M CALTRANS TYPE VII ARROW (j Z ,� w AS APPLICABLE, TO BE PAINTED 10 00.40' R TO DETERMINED) 0TYPE ' �> CAL -TRANS TYPE VI ARROW ixn OVER C L. IAG.BASE OVER0.50'COMPACTED O.G. TO J_ BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 0 a U O M> 11w N Ow > > m w : (ow > \ 11 0.40' CL. II AGG. BASE OVER 0.50' COMPACTED O.G. TO W Li 0 ww U J uiWZ W z '• w M Q m � U Jw w ^W tlj t+� w Mo CD �mo Z l.� M �- Q J O V) \ U J - U +J (n Lu tD a+p ( - w O. WLr- Fw- N t0 m a: 0 Z N cr �U N ,4 U -LYS Z5 cj Q C14 APPROXIMATE EXISTING APPROXIMATE GRADE G "I'TING CENTERLINE -,\Q c� za mm N w ¢o Na Q " °ui GRA E 0 CEN rERLINE N N C4cn n -5 =0.25% s4-0.297. =-0.25 PROPOSED EAST FLO S=111.60%_ NE S=0.52% PROPOSED SOU rH FLO NE J J -I v~i E 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 INTERSEC11ON ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE EC END CURVE TC TOP OF CURB PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. (4 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 14) FURNISH & INSTALL ALLEY LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. (REFERENCE DETAIL SHEET 14) 10 11 12 LEGEND:(CONI-1 CURVE TABLE R1 i 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 1 "R5-1" - DO NOT ENTER "W14-2" - NO OUTLET 31.62' "R26(CA)° - NO PARKING "W1-7" - DOUBLE ARROW 90'3430" 'R3 -5R" - RIGHT TURN ONLY "WI -6° - SINGLE ARROW 45.00' "R4-7" - KEEP RIGHT °W1-1" - CURVE ARROW - "R81(CA)" - BIKE LANE "W3-3° - SIGNAL AHEAD 3 "Rt -2" - YIELD "W11-2" - PEDESTRIAN TRAFFIC 31.22' °W16 -7p" - DIAGONAL ARROW PLAQUE -- D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS QD STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS - CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. s SEWER - REFER TO SEWER & STORM DRAIN PLANS SQ SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. © SEWER CLEANOUT -REFER TO SEWER & STORM DRAIN PLANS. TRACT BOUNDARY UNIT BOUNDARY 13 364 362 360 358 356 354 352 350 348 346 PARKERHILL DR. SHEET 5 -, M PARKERHILL DR. SHEET 5 <r (ncn B.G.R. - d- y _352.91 STA. 13+44.11, C.L. TC 9.00LT. It INTERSECTION N09'03'32"E RAD. STA_ 13`6950 C.L cv 364 362 360 358 356 354 352 350 348 346 Car s » A„ ff ff » PER PARCEL MAP PER PARCEL MAP PER PARCEL MAP WAIVER NO. 04-1296 WAIVER NO. 04-1296 WAIVER NO. 04-1296 0 a flF:i= 0% ff D ff PER PARCEL MAP WAIVER NO. 04-1296 1 m1\VLL a E» c PER PARCEL MAP WAIVER NO. 04-1296 LINCOLNSHIRE DRIVE (PRIVATE STREET) (STA. 24+50.00 TO STA. 29+28.27) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL VALDENA ST. SEE LEFT PARCEL »^ff 16 PER PARCEL MAP - - WAIVER NO. 04-1294 CURVE TABLE 1 CURVE RADIUS LENGTH TANGENT DELTA 1 20.00' 31.62' 20.20' 90'3430" 2 45.00' 141.37' - 180'00'00" 3 20.00' 31.22' 19.80' 89'2530' 4 30.00' 94.25' - 180'00'00" 5 20.00' 31.42' 20.00' 90'00'00" 6 20.00'28.84' 11 1 VV) -j J m Lr "``�p � 1 17.57' 82'36'24" 7 20.00'434.38' 7'1 1 1 23.21' 98'30'06" 364 362 360 358 356 354 352 350 348 346 Car s » A„ ff ff » PER PARCEL MAP PER PARCEL MAP PER PARCEL MAP WAIVER NO. 04-1296 WAIVER NO. 04-1296 WAIVER NO. 04-1296 0 a flF:i= 0% ff D ff PER PARCEL MAP WAIVER NO. 04-1296 1 m1\VLL a E» c PER PARCEL MAP WAIVER NO. 04-1296 LINCOLNSHIRE DRIVE (PRIVATE STREET) (STA. 24+50.00 TO STA. 29+28.27) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL VALDENA ST. SEE LEFT PARCEL »^ff 16 PER PARCEL MAP - - WAIVER NO. 04-1294 SIA. Zt5+SU.U.5, F -L. I I� 1 ---------------------- 24° DRAIN 3 O �I INTERSE TION rs 2900 zll STA. 29+28.27, C.L.1591.35' IR - oQl� R PARCELz Ic FURNISH & INSTALL INTERCONNECT CONDUIT 00 IE3 1-5 1R6 ._0) 10 CONSTRUCT ON-SITE CURB WITH 12" TOTAL CURB HEIGHT AND 13 3 11 2 I I �i PER PARCEL MAP 0 Of Q L' -I O �I �I W N0. 04-1294 18 I = __j1_t_I I I � � ao1� O SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER. 11 1 VV) -j J m Lr "``�p � 24' PARCEL PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS ji 15' I v rno 8 7'1 1 O STANDARD SPECIFICATION 8010-21C-19. IT�� o rn.n 310 -' --IVALDENA* CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. oti + + w z "`` VALDENA ST. 4. N N SEE LEFT PAINT 12" SOLID WHITE LINE USING THERMOPLASTIC PAINT PER SEE m An PER PARCEL MAP CALTRANS LEFT u z LQ o o N NN WW M WAIVER NO. 04-1294 ujw mcn �- N N DOTTED WHITE LINE USING THERMOPLASTIC PAINT PER O cr� ¢d CALTRANS CALTRANS TYPE I ARROW cm cd Ad N N AS APPLICABLE, TO BE PAINTED B.C.R./ .- u; 11 to SIA. Zt5+SU.U.5, F -L. 25 LEGEND: CONT.) CONSTRUCTION NOTES: ---------------------- PROPOSED SAWCUT LIMIT UNE O1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. rs FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT O CONSTRUCT 4' STANDARD SIDEWALK PER C.O.B. STD. ST -3. IR FURNISH & INSTALL IRRIGATION CONDUIT O CONSTRUCT HANDICAP RAMP PER DETAIL ON SHEET 2. Ic FURNISH & INSTALL INTERCONNECT CONDUIT 00 IE3 1-5 1R6 ._0) CONSTRUCT ON-SITE CURB WITH 12" TOTAL CURB HEIGHT AND 13 FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE �¢ 6" CURB FACE PER DETAIL ON SHEET 2. 0 CURVE NUMBER FOR CURVE DESCRIPTION O5 CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3. < TAPER NUMBER FOR TAPER DESCRIPTION O SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER. ® ITEM OF WORK - SEE SCHEDULE Lr m PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS O STANDARD SPECIFICATION 8010-21C-19. CROSSWALK LINES USING THERMOPLASTIC PAINT PER CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. oti CALTRANS PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) 4. CONSTRUCT TYPE "M' MEDIAN CURB WITH 14" TOTAL CURB PAINT 12" SOLID WHITE LINE USING THERMOPLASTIC PAINT PER HEIGHT AND 71/2" CURB FACE. An CALTRANS TYPE IV ARROW, LEFT OR RIGHT CALTRANS M UU M AS APPLICABLE, TO BE PAINTED CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. DOTTED WHITE LINE USING THERMOPLASTIC PAINT PER O COMPACT SUBGRADE TO 90% OF MAX. TO 12" BEYOND CALTRANS CALTRANS TYPE I ARROW cm GUTTER LIP TO A DEPTH OF 12". AS APPLICABLE, TO BE PAINTED zaN .- u; 11 to CONSTRUCT 16'-20' WIDE ALLEY PER C.O.B. STD. ST -12. CALTRANS TYPE VII ARROW (j Z PAVEMENT TO BE 0.15 TYPE B COLORED A.C. cl)" AS APPLICABLE, TO BE PAINTED 10 00.40' R TO DETERMINED) 0TYPE ' �> CAL -TRANS TYPE VI ARROW P OVER C L. IAG.BASE OVER0.50'COMPACTED O.G. TO J_ BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 0 a U O M> 11w N Ow > > m w : (ow > \ 11 0.40' CL. II AGG. BASE OVER 0.50' COMPACTED O.G. TO 90% OF MAX. ww U W uiWZ W ^W oo Mo CD �mo Q J O V) \ U +J (n Lu a+p O. WLr- Fw- N 0 Z N cr �U N U -LYS Z5 - Q APPROXIMATE EXISTING c� za mm N w N N GRA E 0 CEN rERLINE \ =-0.25 S=111.60%_ S= PROPOSED SOU rH FLO NE v~i N LLJ z I- � w x 4 F- Ucc p 1 I ��,JI N t-0 -- 25 LEGEND: CONT.) CONSTRUCTION NOTES: ---------------------- PROPOSED SAWCUT LIMIT UNE O1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. rs FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT O CONSTRUCT 4' STANDARD SIDEWALK PER C.O.B. STD. ST -3. IR FURNISH & INSTALL IRRIGATION CONDUIT O CONSTRUCT HANDICAP RAMP PER DETAIL ON SHEET 2. Ic FURNISH & INSTALL INTERCONNECT CONDUIT SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN IE3 1-5 1R6 ._0) CONSTRUCT ON-SITE CURB WITH 12" TOTAL CURB HEIGHT AND 13 FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE �¢ 6" CURB FACE PER DETAIL ON SHEET 2. 0 CURVE NUMBER FOR CURVE DESCRIPTION O5 CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3. < TAPER NUMBER FOR TAPER DESCRIPTION O SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER. ® ITEM OF WORK - SEE SCHEDULE 14 PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS O STANDARD SPECIFICATION 8010-21C-19. CROSSWALK LINES USING THERMOPLASTIC PAINT PER CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. oti CALTRANS PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) 4. CONSTRUCT TYPE "M' MEDIAN CURB WITH 14" TOTAL CURB PAINT 12" SOLID WHITE LINE USING THERMOPLASTIC PAINT PER HEIGHT AND 71/2" CURB FACE. An CALTRANS TYPE IV ARROW, LEFT OR RIGHT CALTRANS STANDARD SPECIFICATION 8010-21C-19. 6. AS APPLICABLE, TO BE PAINTED CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. DOTTED WHITE LINE USING THERMOPLASTIC PAINT PER O COMPACT SUBGRADE TO 90% OF MAX. TO 12" BEYOND CALTRANS CALTRANS TYPE I ARROW cm GUTTER LIP TO A DEPTH OF 12". AS APPLICABLE, TO BE PAINTED zaN SECTION DESIGNATION: �-m CONSTRUCT 16'-20' WIDE ALLEY PER C.O.B. STD. ST -12. CALTRANS TYPE VII ARROW (j Z PAVEMENT TO BE 0.15 TYPE B COLORED A.C. cl)" AS APPLICABLE, TO BE PAINTED 10 00.40' R TO DETERMINED) 0TYPE ' �> CAL -TRANS TYPE VI ARROW P OVER C L. IAG.BASE OVER0.50'COMPACTED O.G. TO J_ BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 0 a U CONSTRUCT 4' WIDE VALLEY GUTTER PER C.O.B. STD. ST -17. Q PAVEMENT TO BE 0.50' PORTLAND CONCRETE CEMENT OVER 11 0.40' CL. II AGG. BASE OVER 0.50' COMPACTED O.G. TO 90% OF MAX. 26 27 29 364 362 360 358 356 354 352 350 348 346 07-/ 0) O f- 0 00 z ow I J �J W 0 w r 00 W (p v N V) w Y M� co t X, 1, 2.,E 4 o4t_y AN'V 1, �Gj w Q 0 W 1 Y = ND W M� _> U o- Z011 � 3 olu�y t X, 1, 2.,E 4 o4t_y AN'V 1, �Gj w Q 0 W 1 ID � 3 olu�y N .� NO S: 12 CONSTRUCT PASSING AREA PER DETAIL ON SHEET 8. 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN N ._0) IMPROVEMENTS AND DETAILS. 13 CONSTRUCT ALLEY ROLL-TOP CURB PER 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. N DETAIL ON SHEET 16. J• 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. 14 CONSTRUCT ALLEY FLUSH CURB PER DETAIL ON SHEET 16. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS 15 PAINT 12" CROSSWALK LINES USING THERMOPLASTIC PAINT PER PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. oti CALTRANS STANDARD SPECIFICATION 8010-21C-19. 4. ADJUST EXISTING SEWER MANHOLES TO FINISHED GRADE. PAINT 12" SOLID WHITE LINE USING THERMOPLASTIC PAINT PER 5. EXISTING POLES TO BE RELOCATED. 16 CALTRANS STANDARD SPECIFICATION 8010-21C-19. 6. ALL DRAIN INLETS TO BE CHRISTY U23 CATCH BASIN WITH PAINT 12" DOTTED WHITE LINE USING THERMOPLASTIC PAINT PER ALHAMBRA FOUNDARY A2012 BICYCLE PROOF 24"x24" GRATE. 17 CALTRANS STANDARD SPECIFICATION 8010-21C-19. cm .4 zaN SECTION DESIGNATION: �-m SECTION LETTER (j Z uj Q cl)" L-- -- A 2 J`� Q P SHEET WHERE SECTION IS SHOWN t X, 1, 2.,E 4 o4t_y AN'V 1, �Gj w Q 0 F0)ILI- W W (v) c N LL 0 W 1 ID z Lu N .� W W 06 N ._0) CO) N �0 J• G� N Z cl) _j0 O oti 1-- r K4 I*- o�wo W 0 co N cm .4 zaN �-m in (j Z uj Q cl)" J`� Q P > J_ 0 a U Q F0)ILI- W W (v) c N LL 0 W ti z Lu N .� W W 06 N ._0) CO) N �0 J• G� N Z cl) _j0 O oti 1-- r K4 I*- o�wo W 0 co N cm .4 zaN �-m in (j Z uj Q cl)" J`� Q P > J_ 0 a U Q F0)ILI- W W (v) c N LL 0 SEE DETAIL / L FOR SURFACE 15 TREATMENT CENTER 9' RAD. ROUNDABOUT STA. 9+96.00, C.L. 4.00LT. O� z Q D V 0 Co N O C3 364 362 360 358 356 354 352 35 348 346 B.C.R. GRADE BREAK STA. 13+49.00, C.L. 22.00LT.= STA. 13+47.50, C.L. 22.001_1= STA. 13+49.00, F.L. / STA. 13+47.50. F.L. E.C. STA. 16+71.00, C.L. 75.74LT.= STA. 17+01.42, F.L. oar KERHILL DRIVE (PRIVATE STREET) (STA. 10+00.00 TO STA. 20+82.44) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 10 11 12 13 LEGEND: LEGEND: (COQ ABBREVIATIONS Rl _ FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: FL FLOWLINE POVC POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE "R1-1" -STOP "W " -END ELEV ELEVA11ON EVC END VERTICAL CURVE "R6-1" - ONE WAY "W1l4-14-1"" -DEAD END "RDO NOT ENTER "W14-2" - NO OUTLET "R BCR BEGIN CURB RETURN PI POINT OF INTERSECTION 26(C)" - NO PARKING "W1-7" - DOUBLE ARROW ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE "R33 -5R -5R"" -RIGHT TURN ONLY "W1-6" -SINGLE ARROW "R4-7" - KEEP RIGHT "Wt -1" - CURVE ARROW EC END CURVE TC TOP OF CURB "R81(CA)" - BIKE LANE "W3-3" - SIGNAL AHEAD PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT "Rt -2" - YIELD "W11-2" - PEDESTRIAN TRAFFIC OF VERTICAL CURVE FC FINISH CONCRETE "W16 -7p" - DIAGONAL ARROW PLAQUE Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. - - o STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS @0 EXISTING SURVEY MONUMENT (D STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. 1�lr CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. S SEWER - REFER TO SEWER & STORM DRAIN PLANS --C>- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST-14.SQ SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. (REFERENCE DETAIL SHEET 14) FURNISH & INSTALL ALLEY LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. © SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. (REFERENCE DETAIL SHEET 14) TRACT • � UNIBOUNDARY T BOUNDARY 14 15 LEGEND: (C0 CURVE TABLE ---------------------- PROPOSED SAWCUT LIMIT LINE RADIUS FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT TS DELTA FURNISH & INSTALL IRRIGATION CONDUIT IR 31.42' FURNISH & INSTALL INTERCONNECT CONDUIT Ic r63 Tg5 Tgs FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT 20.42' TR3=N0. 3 1/S2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE Q1 CURVE NUMBER FOR CURVE DESCRIPTION Ot TAPER NUMBER FOR TAPER DESCRIPTION T ITEM OF WORK - SEE SCHEDULE 4 CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS 16.74' PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) 19'11'02" CALTRANS TYPE IV ARROW, LEFT OR RIGHT 38.00' AS APPLICABLE, TO BE PAINTED [� CALTRANS TYPE I ARROW II AS APPLICABLE, TO BE PAINTED 36.19' CALTRANS TYPE VII ARROW 54'33'38" AS APPLICABLE, TO BE PAINTED 50.00' CAL -TRANS TYPE VI ARROW 8.43' 19.08'31" 8 38.00' 26.25' 13.67' 39'34'23" 9 50.00' 54.64' 30.41' 62.36'42" 10 38.00' 37.94' 20.72' 57"12'11" DETAIL ON LO LO 0 L 11-0 00 n M tN � OCONSTRUCT 4 ON-SITE CURB WITH 12" TOTAL CURB HEIGHT AND 14 CONSTRUCT ALLEY FLUSH CURB PER DETAIL ON SHEET 16. cc O 6" CURB FACE PER DETAIL ON SHEET 2. 5O M M PAINT 12" to C-4 O CALTRANS Y a Y Q J W J Y W WIN WtA 0, ON 1. I 6O SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER. 16 PAINT 12" SOLID WHITE LINE USING THERMOPLASTIC PAINT PER j J ujj J 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS jjW jc" r) j �I_� 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. j W Q W _ PAINT 12" DOTTED WHITE LINE USING THERMOPLASTIC PAINT PER Q M ti>W TYPE "M' MEDIAN CURB WITH 14" TOTAL CURB 17 CALTRANS STANDARD SPECIFICATION 8010-21C-19. BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. OCONSTRUCT 8 HEIGHT AND 71/2" CURB FACE. W W 3. J W JNA WLZ ]W J PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. ® COMPACT SUBGRADE TO 90% OF MAX. TO 12" BEYOND 4. ADJUST EXISTING SEWER MANHOLES TO FINISHED GRADE. GUTTER LIP TO A DEPTH OF 12". 5. EXISTING POLES TO BE RELOCATED. CONSTRUCT 16'-20' WIDE ALLEY PER C.O.B. STD. ST -12.2 W 6. ALL DRAIN INLETS TO BE CHRISTY U23 CATCH BASIN WITH W I W r7 Oi W c0� '-ice W (COLOR TO BE DETERMINED) OVER 0.15' TYPE "B" A.C. (BLACK) �.. .. � � �• ki" ` M C. -i ^ Qca c6 CD pp`jm li BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. M a < ° + + W + N ... p` IL A P) t 2 . OALY ' a PAVEMENT TO BE 0.50' PORTLAND CONCRETE CEMENT OVER LO } d + to W +m O,J +WS J WN + co + SHEET WHERE SECTION IS SHOWN �Lj �Q 90% OF MAX.cjvj,�_ urft n , rl� ^.�Y �'W d o w GRADE CENTER NE Low N U v o H w j� H� v d m -_ a_ Cn _ Cn W -- cnc. In Z 0 C6 1U,)03 la- N a- N C7 (n0- O W Z 0 O_ CJ W F- N s- _ N "' PROPOSED SOU FLO NE - PRO SED SO M M S -0.56% (V NOMMI J MAIM > > M M W min J W Ll > j o + '� �I c � o OR co co 10 11 12 13 LEGEND: LEGEND: (COQ ABBREVIATIONS Rl _ FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: FL FLOWLINE POVC POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE "R1-1" -STOP "W " -END ELEV ELEVA11ON EVC END VERTICAL CURVE "R6-1" - ONE WAY "W1l4-14-1"" -DEAD END "RDO NOT ENTER "W14-2" - NO OUTLET "R BCR BEGIN CURB RETURN PI POINT OF INTERSECTION 26(C)" - NO PARKING "W1-7" - DOUBLE ARROW ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE "R33 -5R -5R"" -RIGHT TURN ONLY "W1-6" -SINGLE ARROW "R4-7" - KEEP RIGHT "Wt -1" - CURVE ARROW EC END CURVE TC TOP OF CURB "R81(CA)" - BIKE LANE "W3-3" - SIGNAL AHEAD PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT "Rt -2" - YIELD "W11-2" - PEDESTRIAN TRAFFIC OF VERTICAL CURVE FC FINISH CONCRETE "W16 -7p" - DIAGONAL ARROW PLAQUE Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. - - o STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS @0 EXISTING SURVEY MONUMENT (D STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. 1�lr CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. S SEWER - REFER TO SEWER & STORM DRAIN PLANS --C>- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST-14.SQ SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. (REFERENCE DETAIL SHEET 14) FURNISH & INSTALL ALLEY LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. © SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. (REFERENCE DETAIL SHEET 14) TRACT • � UNIBOUNDARY T BOUNDARY 14 15 LEGEND: (C0 CURVE TABLE ---------------------- PROPOSED SAWCUT LIMIT LINE RADIUS FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT TS DELTA FURNISH & INSTALL IRRIGATION CONDUIT IR 31.42' FURNISH & INSTALL INTERCONNECT CONDUIT Ic r63 Tg5 Tgs FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT 20.42' TR3=N0. 3 1/S2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE Q1 CURVE NUMBER FOR CURVE DESCRIPTION Ot TAPER NUMBER FOR TAPER DESCRIPTION T ITEM OF WORK - SEE SCHEDULE 4 CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS 16.74' PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) 19'11'02" CALTRANS TYPE IV ARROW, LEFT OR RIGHT 38.00' AS APPLICABLE, TO BE PAINTED [� CALTRANS TYPE I ARROW II AS APPLICABLE, TO BE PAINTED 36.19' CALTRANS TYPE VII ARROW 54'33'38" AS APPLICABLE, TO BE PAINTED 50.00' CAL -TRANS TYPE VI ARROW 16 N + co+ a " a 364 m N 50.00 FT. w N VERT. CURVE 362 360 358 356 354 352 350 348 17 364 362 360 358 356 354 352 350 348 346 BRINDLEBAY LN. SHEET 6 I CURVE TABLE +�Nc) CURVE RADIUS LENGTH TANGENT DELTA 1 20.00' 31.42' 20.00' 90'00'00" 2 13.00' 20.42' 13.00' 90'00'00" 3 38.00' 36.21' 19.61' 54'36'09" 4 50.00' 16.74' 8.45' 19'11'02" 5 38.00' 36.20' 19.61' 54'34'53" 6 38.00' 36.19' 19.60' 54'33'38" 7 50.00' 16.70' 8.43' 19.08'31" 8 38.00' 26.25' 13.67' 39'34'23" 9 50.00' 54.64' 30.41' 62.36'42" 10 38.00' 37.94' 20.72' 57"12'11" BRINDLEBAY LN. SHEET 6 I 346 +�Nc) W 04 1 N_ W M > U Q _r 1Yc, . Z W �P 346, 17 m 18> 19 20 Cl 21 N ., GCS O f -i n cV M cV M 04 U j m U j � 50.00 FT. ,,.; i CONSTRUCTION NOTES: O) CO to � VERT. CURVE M d" i- M N 1 to 12 CONSTRUCT PASSING AREA PER DETAIL ON SHEET 8. 1�7 M M � M 13 CONSTRUCT ALLEY ROLL-TOP CURB PER I,p0=O DETAIL ON LO LO 0 L 11-0 00 n M tN � OCONSTRUCT 4 ON-SITE CURB WITH 12" TOTAL CURB HEIGHT AND 14 CONSTRUCT ALLEY FLUSH CURB PER DETAIL ON SHEET 16. cc O 6" CURB FACE PER DETAIL ON SHEET 2. 5O M M PAINT 12" to C-4 O CALTRANS Y a Y Q J W J Y W WIN WtA -j II 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN 6O SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER. 16 PAINT 12" SOLID WHITE LINE USING THERMOPLASTIC PAINT PER j J ujj J 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS jjW jc" r) j �I_� 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. j W Q W _ PAINT 12" DOTTED WHITE LINE USING THERMOPLASTIC PAINT PER Q M ti>W TYPE "M' MEDIAN CURB WITH 14" TOTAL CURB 17 CALTRANS STANDARD SPECIFICATION 8010-21C-19. BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. OCONSTRUCT 8 HEIGHT AND 71/2" CURB FACE. W W 3. J W JNA WLZ ]W J PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. ® COMPACT SUBGRADE TO 90% OF MAX. TO 12" BEYOND 4. ADJUST EXISTING SEWER MANHOLES TO FINISHED GRADE. GUTTER LIP TO A DEPTH OF 12". 5. EXISTING POLES TO BE RELOCATED. CONSTRUCT 16'-20' WIDE ALLEY PER C.O.B. STD. ST -12.2 W 6. ALL DRAIN INLETS TO BE CHRISTY U23 CATCH BASIN WITH W I W r7 Oi W c0� '-ice W (COLOR TO BE DETERMINED) OVER 0.15' TYPE "B" A.C. (BLACK) �.. .. � � �• ki" ` M C. -i ^ Qca c6 CD pp`jm li BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. M a < ° + + W + N ... p` IL A P) t 2 . OALY ' a PAVEMENT TO BE 0.50' PORTLAND CONCRETE CEMENT OVER LO } d + to W +m O,J +WS J WN + co + SHEET WHERE SECTION IS SHOWN �Lj �Q 90% OF MAX.cjvj,�_ urft n , rl� ^.�Y �'W d o w GRADE CENTER NE U N U v o H w j� H� v d m -_ a_ Cn _ Cn W -- cnc. In Z 0 C6 1U,)03 la- N a- N C7 (n0- O W Z 0 O_ CJ W F- N s- _ N "' PROPOSED SOU FLO NE - PRO SED SO M M S -0.56% (V J > > M M W J W Ll > j o + '� �I c � o OR co co W11-2 W16 -7P 364 362 360 358 356 354 352 TH FLOWLINE 350 348 07-14-1G 0011-s s, X17 ONLI J: 0) O M i M 0) Q cf' O Z 00 O O u - J Q d'. ' U M 00 0 J W Y Q m It 0 N F CD CO 0 z w m I 0 n Q H M W y m CD 0 z � U F_ Q 0 mff "gym o� 346 +�Nc) W 04 1 N_ W M > U Q _r 1Yc, . Z W �P 346, F_ Q 0 mff "gym o� 346 z I.� _r 346, 17 m 18> 19 20 Cl 21 ., GCS w o 50.00 FT. w VERT. CURVE cn U j m U j � 50.00 FT. ,,.; i CONSTRUCTION NOTES: 6 VERT. CURVE loc 3 l= No. _ 1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. 12 CONSTRUCT PASSING AREA PER DETAIL ON SHEET 8. C/) O CONSTRUCT 4' STANDARD SIDEWALK PER C.O.B. STD. ST -3. 13 CONSTRUCT ALLEY ROLL-TOP CURB PER I,p0=O DETAIL ON SHEET 16. 0 O3 CONSTRUCT HANDICAP RAMP PER DETAIL ON SHEET 2. � OCONSTRUCT 4 ON-SITE CURB WITH 12" TOTAL CURB HEIGHT AND 14 CONSTRUCT ALLEY FLUSH CURB PER DETAIL ON SHEET 16. cc O 6" CURB FACE PER DETAIL ON SHEET 2. 5O CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3. 15 PAINT 12" CROSSWALK LINES USING THERMOPLASTIC PAINT PER NOTES: O CALTRANS STANDARD SPECIFICATION 8010-21C-19. 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN 6O SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER. 16 PAINT 12" SOLID WHITE LINE USING THERMOPLASTIC PAINT PER IMPROVEMENTS AND DETAILS. 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS V CALTRANS STANDARD SPECIFICATION 8010-21C-19. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OPAINT 7 STANDARD SPECIFICATION 8010-21C-19. PAINT 12" DOTTED WHITE LINE USING THERMOPLASTIC PAINT PER OVER 0.40' CL. II AGG. BASE OVER 0.50' COMPACTED O.G. TO TYPE "M' MEDIAN CURB WITH 14" TOTAL CURB 17 CALTRANS STANDARD SPECIFICATION 8010-21C-19. BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. OCONSTRUCT 8 HEIGHT AND 71/2" CURB FACE. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. ® COMPACT SUBGRADE TO 90% OF MAX. TO 12" BEYOND 4. ADJUST EXISTING SEWER MANHOLES TO FINISHED GRADE. GUTTER LIP TO A DEPTH OF 12". 5. EXISTING POLES TO BE RELOCATED. CONSTRUCT 16'-20' WIDE ALLEY PER C.O.B. STD. ST -12.2 6. ALL DRAIN INLETS TO BE CHRISTY U23 CATCH BASIN WITH 10 PAVEMENT TO BE 0.15' TYPE "B" COLORED A.C. r a m •• ALHAMBRA FOUNDARY A2012 BICYCLE PROOF 24 x24 GRATE. (COLOR TO BE DETERMINED) OVER 0.15' TYPE "B" A.C. (BLACK) �.. .. � � �• ki" ` OVER 0.40 CL. II AGG. BASE OVER 0.50 COMPACTED O.G. TO _ - Y SECTION DESIGNATION: BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. ° SECTION LETTEIR CONSTRUCT 4' WIDE VALLEY GUTTER PER C.O.B. STD. ST -17. ... p` IL A P) t 2 . OALY ' i1 PAVEMENT TO BE 0.50' PORTLAND CONCRETE CEMENT OVER ��'' '_• _ - _ _ _ 2 0.40' CL. II AGG. BASE OVER 0.50' COMPACTED O.G. TO"AWN' SHEET WHERE SECTION IS SHOWN rh% E G& uv% r4ft ur% 90% OF MAX.cjvj,�_ urft n , ^.�Y �'W F_ Q 0 mff "gym o� z I.� J a Z ., GCS w o N 00 .--,AWN 6 Lu loc GCS C/) j I,p0=O ticr- � W R 0 p r cc O Zao O N ..E.� O z �cm� W V V N � LL 0 a U Q � 8/s�RSFC /0' nD TA ?4D0 RAD H/e C O0 r+, t� z. ,` SEE DETAIL B �yfGYW n U- O N a A* , ^��; 26'11 W Ci U� 1 W STATION II -� II -i FL/TP ELEV. N 0 \ 11-\ 11l' �� ,, o / / O N , o MARSA L� co h // -� uNrr U�¢QN N ci d '" S1. C3M +a + +N� d¢ N Q N STA. 33+46.92, C.L. 39.57RT. O / I I cdrn� gj 5 ofd- J rn N oi6' p N rn a+ n N o DALW000 ST. \ NOT USED Q C, W,-; 14 o Co Ci cvti m U' a cn FOR SURFACE 15 TREATMENT � $ „ D cr R1-2 R/W -� .�oA owl. SQA AA. A y + .} O� w� m �Ni W wN N�rn DA n AA ++ b- ' - A vZN•iN1 i� �W ODJ N N v W -nf7 W C" !! o6i° W Ni N cr- �o � C7 rn m �Ni co -pa cr^/> r o = cn cn C^ ' °D J A �' A v -� „c� w t� w 1 1 rn o A uNff // N ++ Z y. {{L��� rT� n ,p O �p to A O A cn co j w + N� N Z� �\-�� N D O�1 W 'O j -*tn A �C� + Z i N J O Olo rn `+°+ �- Z w AO rr j r J A +I _NP O„ cn m J:o c Nin oo cn ��� y oZ y` -'n' o r�*1 w+ * � Z +I 0 � � cNTI r D Y y y QJ O A t7 N N 11 -*1 C� O N p" �! ? J N N 11 i- SIDE K r- mom. + o vco R ci Q n n QD o �' N N m r i- NAc CTP co 01 C) 0 o J 7 T 2 WAL `� �7Z;;P I, i „ EASE c1� -a n C� cNo rr+ cfl oo n 1 + 'll cn /Q•� Q NN .rCn 3 tet- N N N y ='- y N + m cD< W +'o.r^ N m eh r= rnJ o } + � v N < N+ U' ��-' w 4 -- ?I n m o w + �! -! �„ .} C .p (.T 111 Z �- + co W y tT y o° I N W Q� O C d "Ti 6 11 y Ncry/co 3 n _i o0 00 o wr' 7 v Ni 0 N + C> N ycl+.!" < J o� = C" C J n r � D it o p Q O N + y, CU .,j W. �1 N d J• , r- T p 2 N j N N . p co Ci -i ^ Z Z Z rn A �_ y N< ,}, p J po I J A O_ Z rn J �' o a' J r*i d tT L1L (� �7 W 11 r �' c i `v ► i - -' `nN� ; _ _' n c� ='' r`3 N + NI 0 0 0 - r y �' 33+00 49 co � <n -�cni cow „ S07' Lcl = -j -j � -i a v v nnOO�Ac-� -86 C3 liZD o rn rn o + f oc "' ^' °�' o �"- A 11 1 1052"E 6� -(W N ► cd �r c�P N r�* Z rn J o 1, n 32+00 S82 1EASNTK ► + ¢ + co I Y o � } .d rn ± + m n o v + Q co 2 " L� 23 �'' 3 0O +I rn D o D vv a° o o " SIDEWALj -�S 6 S78'44'50"-- E.C. So7'4s'08"W RAO. / d �t M + o -c o rn 1 n r 2 3N N 4 m++ �`' N Lo Ul) � w P o 6 -< �, r� 1 i- n EASEMEN 3-0 D �¢ o �¢ N W NN o +i n z r n 11 ° EWER - 3p�00----�® 1 57.13' ��G$• 1 4 1 C s 4 RAIN N � N,� �¢- -n `� � r N � 8"-S _ •_ � y 3 �� -� 18 4 ® 4 `C'3 r Ca . ► ►�" O ", m ...►• ► ► . , _I.,p "HDERMEo s S3' SEE ITE STREET IMPROVEMENT PLANS \\ N \\ . "'.- - I �RSEpO 00, L 27 RAD DUNG RT • R;,,, - _ - _^ �� 8" SE S - +0 - - rn - _ ! =9 N w v o v z �\ \N C• R 2 3 STP 21k CEN�R 18 C L 16 R N S/D 3 24 - - 1 _ _ - j = w_ y " ci N " m cr C w .� r \\ 00 �� w 12' EwA 00 3 5 25 00 _ 3-�' J� ( � o _. i..: N -- 2 j, c^ cr cn ce - -+ .j 2' SIDEWALK _..i G 3� v- ►•= o EASEMENT a W\ o y ^�ocdlO To t 3 co 1 \ \\ \ o �,, \ ui -i .r U o ^ 3 1 3 N m I c�i `t -i �'- Rw o \\ STA 21k 43 `�, 2 v y 1EASEMEN QI 20 30" DRAIN 260 3 _ _ R�W �' �1 + ° i `� +I+- N mo 3 ¢ "' rn N N 3 ► \ o 41 0 cp Ian >- R 4 6 _ PP 14 J ¢ 12 11 _� P� N Orn n N �2 ti ti 4 3 7 4 6 - 8 ♦ O ► y cn N cr rh v rri - - J w+ d S\0 LK �o y 1 1'. ci 1 '��" _ _ R W /) \ �•, \1 N U, r ui ¢ 1 'n co �`Ir2EP M ` \\ .L S\OE EP`1S y S' c� N o �o r� N o t 1 ci - 3 - - - - \ G W o, o -' -i -� r� �r M r r 1 i i! t5 RAW �_ ] 5 \ i- m cr "� r' rn 1 \\ �p 1, A c 1n1 N 11 •� W U N M rn F- O U t- O C3 O+ ERIN O '( C) t-6 i, \W w n J W CV ¢ C j .sF .= ¢ N w WIND E v o n 10 0 ci / �,� Z 9 ` Q \ N N 17' + \ �n �n cn cn M O ERE Sr �1\ 1, r� ,, c� 1 - O cr t w + o- Z � \� TR. N0. -� r^ U` rrt r i,+ ' ,I ►I N o °p o \ n v W + oo + + -o + } 6223 !-� 1 W W O o M o c� i N 'cn 126 \ \f, o o u'� w � c�i cv � �`' ¢ N O OFF-SITE CP Oi I l� O CL' t-= N O V� X O. co -� O M I M m •---.- O c0 ¢ M Cn O + ,, IMPROVEMENT PLANS r^ y r*� cr' > cv � > z ► ,n � v N � ci ca M ro rn rn m + + M d• ^ STREET 1 I o o �•'i � �n o .- � r, O 55 � � •ya m T' O o cid d 4w + + io G d G 1� � � of � I � S .. A O � O � � 1� N M d 3 .'fl \\.i O O •- O O rn o \�N o [1= t[j r: -'W = \\b b N f- wW cW ci 7' I aM "� �f ri o 1 Z \1 �6, 2 cn `�' `�` A cn O \ a' SHEET 3 �o rn -� in �- o d a d d �' 'Y 'O 1 y k .P \ O n ¢ I-•- M r7 0 17' N u -t m in of 2 1 \tt \ _ a n in tLi rn t- r- i - M w � M W O co W 1 of W I 126' to M 1 90 N N N O W\ N o d N to N �9 i u 13 m M M 0 364 362 360 358 356 354 352 350 348 346 [7 R' O i .o Wm oocr n U- O N a A* , ^��; 26'11 W Ci U� 1 W STATION II -� II -i FL/TP ELEV. N 0 \ 11-\ 11l' �� ,, o 353.02 dN MmM a+ + N , o MARSA L� WNWP 352.66 -� uNrr U�¢QN N ci d '" S1. C3M +a + +N� d¢ N Q N STA. 33+46.92, C.L. 39.57RT. I °dI co o +� + m N • �\ n N N v -` 1` rn N oi6' p N rn a+ n N o DALW000 ST. \ NOT USED 1,,; m U' a cn U U Q NcS d NOT USED ¢ NQ N v " �' 6, �a P SHEET 6 NOT USED 6 1218.00' �d i-ni� W cn STA. 31+78.82, C.L. 5.96RT. 1 U r¢U h¢ w cnoo N v \ I --- Lr �1 N O \ + -�N Gn r 18.40' 9.20' 00'52'17" 8 1210.00' 20.14' y cT T1 Lr �Z cT \ V n \\ L 9 20.00' 27.38' 1 16.32' 78'25'27" g N\ N N Cn J } - � � � =� A --I 23.19' 98'27'13' 11 NOT USED O �- G r W C'� O W 31.72' 15.86' t7 1 M 23.86' M 00'23'44" 14 3465.00' 17.48' . ' 0017'21' 15 20.00' 17.57' 82'36'24" 16 ib C", 23.21' 98'30'06' 1 d NOT USED w 18 3457.00' 38.52' 19.26' 00'38'19' O 275.00' 43.85' 21.97' 09'08'09' I 1009.00' 60.47' PARKERHILL DRIVE (PRIVATE STREET) (STA. 21+00.00 TO STA. 33+66.07) SCALE: 1" = 50' HORIZONTAL 1" _ R' \/FRTIt•`AI ul rn \�"1>� W � - CYC i,i• cTco '1\ C- jp io O N 'J, o N, N c �'u v' P n ''' w o �-� -�' o CWP -O W .p O o C) n n N r^ °'w L n co a o n \ W O O owe 9 � Lr 3 Cn Cn Cn CD Cn (n Q; h¢-• � Cn a: cn rn 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. �- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. (REFERENCE DETAIL SHEET 14) FURNISH & INSTALL ALLEY LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. (REFERENCE DETAIL SHEET 14) �.v GT GJ Z/ V4;j 29 30 31 364 362 360 358 356 y` No C 3 22 354 Exp. 6- 1 .. 352 clW- �R .= 350 O7 --14-1G U vAr5 X A-7 ou L' 348 1 346 364 362 360 358 356 354 352 350 348 346 32 33 IDENTICAL POINT----_ E.C. MEDIAN TABLE b� E.C. STATION TC ELEV. FL/TP ELEV. [�1 STA. 31+79.34, C.L. 353.02 352.52 Q STA. 32+37.21, C.L. 353.16 352.66 Q STA. 33+51.03, C.L. 353.44 352.94 Q STA. 33+46.92, C.L. 39.57RT. 354.23 353.73 D NOT USED 1 30.83' 19.42' © NOT USED 1210.00 6.45' Fz NOT USED 6 1218.00' ® STA. 31+78.82, C.L. 5.96RT. 1 353.69 .353.19 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. �- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. (REFERENCE DETAIL SHEET 14) FURNISH & INSTALL ALLEY LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. (REFERENCE DETAIL SHEET 14) �.v GT GJ Z/ V4;j 29 30 31 364 362 360 358 356 y` No C 3 22 354 Exp. 6- 1 .. 352 clW- �R .= 350 O7 --14-1G U vAr5 X A-7 ou L' 348 1 346 364 362 360 358 356 354 352 350 348 346 32 33 IDENTICAL POINT----_ CURVE TABLE b� CURVE RADIUS LENGTH TANGENT DELTA 1 1210.00' 46.98' 23.49' 0213'29" 2 rncc I ^ ­ 0013'38" 3 20.00' 30.93' Ll 88'35'51" Jrn 20.00' 1 30.83' 19.42' 8819'40" 5 1210.00 6.45' 3.23' 0018'20" 6 1218.00' 68.22' 34.12' 0312'33' 7 1210.00' 18.40' 9.20' 00'52'17" 8 1210.00' 20.14' 10.07' 00.57'14" 9 20.00' 27.38' 1 16.32' 78'25'27" 10 20.06 C)Lo � 23.19' 98'27'13' 11 NOT USED 1 1218.00' 31.72' 15.86' t7 1 M 23.86' M 00'23'44" 14 3465.00' 17.48' . ' 0017'21' 15 20.00' 17.57' 82'36'24" 16 ib 34.38' 23.21' 98'30'06' 1 d NOT USED w 18 3457.00' 38.52' 19.26' 00'38'19' O 275.00' 43.85' 21.97' 09'08'09' I 1009.00' 60.47' 30.24' '- N 1 fl,'� 181.33' °�p 221'03'05" 100.00' 1 50.99' 1 26.06' 2912'59" ® 4.00' 1 11.97' 1 53.15 171'23'33" Wm NOT USED > > � 33.41' > 8313'09" o y NOT USED NOT USED 1201.00' 300.57' O lrn 14'20'21" ® 1201.00' 270.46' 135.80' 12'54'10" cn 1201.00' 81.23' in 03'52'31` 3 1201.00' 652.26' 334.39' CV Lo M 3474.00 75.17' 37.59' 0114'23" M 3474.00' 133.02' 66.52' M 3474.00' 208.19' 104.13' 03'26'01" 1026.00' 61.49' 30.75' 03'26'01" 1184.00' 575.07' 293.32' 27'49'42" SOU 1218.00' 134.45' 67.29' 0619'28' 3491.00' 209.21' 104.64' 0326'01' toLo V7 M Z J j J W ci U W CV W u7 CVM W W r.,• `- II > > W J ui J �'� co Y CG1j to >I W O-iII� W m m O' e�m LZ Ui UT Lo cc �� Ld ( +W + Z �, o 00 _ + m `" c5 N o N> N m + m m o + + APPROXI ATE EXI NG M U 1- v N � ¢¢ APPROXIMATE EXISTING m i Q) U w i F- N w fn + ro GRADE CENTERLINE,---,.") a N z v~i GRADE CENTER NE c v~i o: c �' w F-- v N ¢ m - V) CSN d W cid 41 ci CY] Ute - rQ- N - - - - - - v~i _ S=O. 5% -- ---- S=0.31% S=-0.25 S 025% S=-0.25 '--PROPOSED NORTH FLOWLINE N 0.00 FT. N I cn I PROPOSED NORrH FLOWLINE RT. CURVE 0 cn I I W S J � c:� 77 ni .,. 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. �- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. (REFERENCE DETAIL SHEET 14) FURNISH & INSTALL ALLEY LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. (REFERENCE DETAIL SHEET 14) �.v GT GJ Z/ V4;j 29 30 31 364 362 360 358 356 y` No C 3 22 354 Exp. 6- 1 .. 352 clW- �R .= 350 O7 --14-1G U vAr5 X A-7 ou L' 348 1 346 364 362 360 358 356 354 352 350 348 346 32 33 IDENTICAL POINT----_ z CURVE TABLE b� CURVE RADIUS LENGTH TANGENT DELTA 1 1210.00' 46.98' 23.49' 0213'29" 2 1210.00' 4.80' 2.40' 0013'38" 3 20.00' 30.93' 19.52' 88'35'51" 4 20.00' 1 30.83' 19.42' 8819'40" 5 1210.00 6.45' 3.23' 0018'20" 6 1218.00' 68.22' 34.12' 0312'33' 7 1210.00' 18.40' 9.20' 00'52'17" 8 1210.00' 20.14' 10.07' 00.57'14" 9 20.00' 27.38' 1 16.32' 78'25'27" 10 20.06 34.37' 23.19' 98'27'13' 11 NOT USED 1 1218.00' 31.72' 15.86' 01'29'32" 1 3457.00' 23.86' 11.93' 00'23'44" 14 3465.00' 17.48' 8.74' 0017'21' 15 20.00' 28.84' 17.57' 82'36'24" 16 20.00' 1 34.38' 23.21' 98'30'06' 1 C7 NOT USED w 18 3457.00' 38.52' 19.26' 00'38'19' 19 275.00' 43.85' 21.97' 09'08'09' I 1009.00' 60.47' 30.24' 03'26'01" 1 47.00' 181.33' 125.54' 221'03'05" 100.00' 1 50.99' 1 26.06' 2912'59" ® 4.00' 1 11.97' 1 53.15 171'23'33" Wm NOT USED 23.00' 1 33.41' 1 20.43' 8313'09" o y NOT USED NOT USED 1201.00' 300.57' 151.07' 14'20'21" ® 1201.00' 270.46' 135.80' 12'54'10" cn 1201.00' 81.23' 40.63' 03'52'31` 3 1201.00' 652.26' 334.39' 31'07'02" 3474.00 75.17' 37.59' 0114'23" 3474.00' 133.02' 66.52' 0211'38" 3474.00' 208.19' 104.13' 03'26'01" 1026.00' 61.49' 30.75' 03'26'01" 1184.00' 575.07' 293.32' 27'49'42" SOU 1218.00' 134.45' 67.29' 0619'28' 3491.00' 209.21' 104.64' 0326'01' z rn b� N/� o rn g ooM W 0 a co l _> m W m � 'l) m U) "' oco r Q CO F N \ cV Lo M z Q 00t0 t00 0;z CO L'j W of � o m -M I z a W O ( -I; Q d Lu Q LL OC) Q \ mz to + C7 ci w APPROXIMATE EXISTING 00 + "s r' ~ Q I o L� (o > > v GRADE CENTER NEul N ze Wm CD Y z o y m o cWzi Ll cn S=0257. S=-0.28% SOU FM FtO / ci U 364 362 360 358 356 0 0 N 0 CD z W w z CD z w U CJ z Ln (n 0 z 4 F- a r rn b� N/� o rn g ooM W 0 a co l _> m M m U) "' oco co F N \ M z Q 00t0 t00 0;z of � o z 0 LL- I z a o -I; Q d Lu W Ld OC) Q w i W (D m ~ Q I o L� (o w o cn o N Wm CD Y z o y m o cWzi F- a r z z b� N/� o rn g ooM W > J U a co l _> m F- a r z z 352 a. z m O 350 "' oco co 348W M z W 0 Lu w i ~ Q I o 354 z z 352 a. z O 350 "' oco co 348W M W 32 m X33 W N 34 35, -VERT. CURVE � LEGEND: (CONT• - LEGEND: (CONT. CONSTRUCTION NOTES: 12 J Rl FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: >� ro -i Owl �- ---------------------- PROPOSED SAWCUT LIMIT UNE O1 CONSTRUCT TYPE B CURB & GUTTER PER C.O.B. STD. ST -1. 12 CONSTRUCT PASSING AREA PER DETAIL ON SHEET 8. NOTES: o ~ "x "R1-1" -STOP "W31(CA)' -END „ " Ts -FURNISH &INSTALL TRAFFIC SIGNAL CONDUIT O CONSTRUCT 4' STANDARD SIDEWALK PER C.O.B. STD. ST -3. 13 1 o � 'Rs -1` -ONE WAY W14-1 -DEAD END CONSTRUCT ALLEY ROLL-TOP CURB PER 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN O o� W O"sX„ "R5-1" - DO NOT ENTER "W14-2' - NO OUTLET IR FURNISH & INSTALL IRRIGATION CONDUIT DETAIL ON SHEET 16. 'R26(CA)" - NO PARKING "Wt -7` - DOUBLE ARROW IMPROVEMENTS AND DETAILS. "R3 -5R" - RIGHT TURN ONLY 'Wt -6" - SINGLE ARROW �� FURNISH & INSTALL INTERCONNECT CONDUIT 3 CONSTRUCT HANDICAP RAMP PER DETAIL ON SHEET 2. _ � v., "R4-7" - KEEP RIGHT `W1-1" - CURVE ARROW 14 CONSTRUCT ALLEY FLUSH CURB PER DETAIL ON SHEET 16. 2. LOCAL STREETS -PAVEMENT TO BE 0.20' TYPE "B" A.C. Q O: "W3-3* T8s Tis �6 FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT O4 CONSTRUCT ON-SITE CURB WITH 12" TOTAL CURB HEIGHT AND OVER 0.40' CL. II AGG. BASE OVER 0.50' COMPACTED O.G. TO F' a- + y "Rl-2* " - BIKE LANE Wll- -SIGNAL AHEAD TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=NO. 6 SIZE 6 CURB FACE PER DETAIL ON SHEET 2. BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. � r "R1-2" -YIELD 'W11-2" -PEDESTRIAN TRAFFIC PAINT 12" CROSSWALK LINES USING THERMOPLASTIC PAINT PER " t z N "W16 -7p" -DIAGONAL ARROW PLAQUE �1 CURVE NUMBER FOR CURVE DESCRIPTION O5 CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3. 15 CALTRANS STANDARD SPECIFICATION 8010-21 C-19. 3. ALL CATCH BASINS TO BE TYPE A WITH 3.5 OPENINGS N --® D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS O1 TAPER NUMBER FOR TAPER DESCRIPTION " PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. r---+ m SAWCUT EXIST. E.P. 1 BACK OR AS DIRECTED BY CITY ENGINEER. 16 PAINT 12 SOLID WHITE LINE USING THERMOPLASTIC PAINT PER in Q STORM DRAIN MANHOLE -REFER TO SEWER &STORM DRAIN PLANS ® ITEM OF WORK -SEE SCHEDULE O PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS CALTRANS STANDARD SPECIFICATION 8010-21C-19. 4. ADJUST EXISTING SEWER MANHOLES TO FINISHED GRADE. z co� STANDARD SPECIFICATION 8010-21C-19. O PAINT 12" DOTTED WHITE LINE USING THERMOPLASTIC PAINT PER 5. EXISTING POLES TO BE RELOCATED. � CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS 17 CALTRANS STANDARD SPECIFI ION 8010-21C-19. Of PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) O CONSTRUCT TYPE "M' MEDIAN CURB WITH 14" TOTAL CURB6. ALL DRAIN INLETS TO BE CHRISTY U23 CATCH BASIN WITH s SEWER -REFER TO SEWER &STORM DRAIN PLANS 8 HEIGHT AND 7�/2" CURB FACE.>x=�,.�,. ALHAMBRA FOUNDARY A2012 BICYCLE PROOF 24"x24" GRATE. ~ o CALTRANS TYPE IV ARROW, LEFT OR RIGHT•• SO SEWER MANHOLE -REFER SEWER &STORM DRAIN PLANS. AS APPLICABLE, TO BE PAINTED CONSTRUCT 12 WIDE CROSS GUTTER PER C.O.B. STD. ST-17.;'�`�' SECTION DESIGNATION: CALTRANS TYPE I ARROW 9 COMPACT SUBGRADE TO 90% OF MAX. TO 12 BEYOND = Q © SEWER CLEANOUT -REFER TO SEWER &STORM DRAIN PLANS. /,� '� SEC110N LETTER u AS APPLICABLE, TO BE PAINTED GUTTER LIP TO A DEPTH OF 12 E q TRACT BOUNDARY � °<< ` o.33 � -�;`'� �_-��-��`.�..��.` �:,'„ CALTRANS TYPE VII ARROW CONSTRUCT 16 -20 WIDE ALLEY PER C.O.B. STD. ST -12.4 dv - - - - - .`.�, O PAVEMENT TO BE I , 2 UNIT BOUNDARY AS APPLICABLE, TO BE PAINTED 1 O 0.15 TYPE COLORED A.C. �_`"• �, �• dlir .' : ry� (COLOR TO BE DETERMINED) OVER 0.15 TYPE B A.C. (BLACK). �, a64 E SECTION IS SHOWN 1 , ' ' �, I CAL -TRANS TYPE VI ARROW ata '{ "':.��` _� • � W OVER 0.40 CL. II AGG. BASE OVER 0.50 COMPACTED O.G. TOOF ,-�•; '• w--�',q� r BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. '�.•- •:. ., 3w/�� € �.,4 oALY _ CONSTRUCT 4 WIDE VALLEY GUTTER PER C.O.B. STD. ST -17. o F-0 7,1r Exl�• -{ 11 PAVEMENT TO BE 0.50' PORTLANDCONCRETE CEMENT OVER 0.40 CL. it AGG. BASE OVER 0.50, COMPACTED O.G. TOFRECO3 DPiE r n LL 90% OF MAX. i SEE DETAIL b FOR SURFACE 15 Rt - TREATMENT CL INTERSECTION STA. 10+00.00, C.L. CE INTERSECTION N38'56'10"E RAD. STA. 10+27.94, C.L. 364 362 360 358 356 354 352 350 348 346 UN ff I PRIVATE PARK N0. 1 CHAMBER BLVD. V m SEE TR. NO. 6223 E.C. OFF-SITE STREET TC ELEV. IMPROVEMENT PLANS I i if �1 f i ff j �! LIMITS OF jf PRIVATE STREET I! 1 STA. 11+69.63, C.L. 01 II � 29 Obi 1 fi w I! CHAMBER BLVD. SEE TR. NO. 6223 OFF-SITE STREET IMPROVEMENT PLANS B.C.R. STA. 11+69.63, C.L. 30.00RT.= STA. 11+95.94, F.L. P.R.C. STA. 10+59.56, C.L. 37.35RT.- STA. 10+81.13, F.L. BRINDLEBAY LANE (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL •Of lk I00 E.C. MEDIAN m CURVE E.C. STATION TC ELEV. FL/TP ELEV. �1 m 353.21 352.58 Q STA. 10+77.98, C.L. 8.00LT. 353.16 352.53 Lo N O 353.09 Obi ® cOO 353.00 352.37 STA. 11+61.63, C.L. 8.00LT. 352.96 352.33 © STA. 11+61.63, C.L. 8.00RT. Y 352.33 �7 STA. 11+43.64, C.L. 8.00RT. 353.00 352.37 ® oc 353.09 M0> 09 STA. 10+77.98, C.L. 8.00RT. 353.16 352.53 ® STA. 10+75.99, C.L. 5.77RT. M M loll L0 353.21 05 M III STA. 10+87.27, C.L. 8.00LT. U� 352.52 © STA. 10+82.27, C.L. 8.00RT. 353.12 352.49 m W lJ > LLJ 352.50 Lu >(4 C5 > LLJ ILL M ALLEY P= co U 27.38' 16.32' LC o 20.00' Q w W M LoZ -' ci W ��- ,O,j M SHEET 21 cL ao M F ri Lil 26' 26' I EM*11 I M. w + -! MIMI M I tD I Z I �, J N mo C-4 . ti rX N _ J (D� UO J Z -��J wW LLJ 117' 17'1 m slim W mU AMU a MU in I ■ x h��� $1�1�1�1' Mc'Mc' U I I , w+ O n O> II N o II > N O ,� > w^ d z Q h}` i I III will C �� Z� II Z� C O �� W U 1 N, 0 1 O z+ rn w I J ri ± w J W cn Q cn Q Nc� 111 to O m -_j W C6 Lo j w J > CO J `ri c0 , O N � I ¢ � ¢ N 32 �IW NE M S=- rn .25% I± 30 l PROPOSED WEST FLO ��;;�� o , N w N N + i rn -Qw v 1 ¢ M ,ry m GRADE 0 CENTERLINE U J > VIII I N � APPROXIMATE I TING W Lq W ``, `n 2EASIDEWSEMENTK ¢ d Q ¢ co v 2 m �' Q 1 m cn r N cn ¢ EASEMENT °� Z% 0 v~Qi 364 362 360 358 356 354 352 350 348 346 LEGEND: ABBREVIATIONS FL FLOWUNE POVC POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE EC END CURVE TC TOP OF CURB PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. @0 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 UGHT-5800 LUMEN PER C.O.B. STD. ST -14. (REFERENCE DETAIL SHEET 14) FURNISH & INSTALL ALLEY UGHT-5800 LUMEN PER C.O.B. STD. ST -14. (REFERENCE DETAIL SHEET 14) 10 00 c" 50.00 FT. w cn VERT. CURVE 12 364 362 360 358 356 354 352 350 348 346 364 362 360 358 356 CE INTERSECTION STA. 12+28.94, C.L. PACIFIC CLAY BEAR PATH PAVER 1" SAND BED 6" CLASS "B" CONCRETE - 0.4' CLASS 2 A.B. OVER 0.5' COMPACTED NATIVE E.C. MEDIAN TABLE CURVE E.C. STATION TC ELEV. FL/TP ELEV. �1 STA. 10+75.99, C.L. 5.77LT. 353.21 352.58 Q STA. 10+77.98, C.L. 8.00LT. 353.16 352.53 z STA. 11+07.64, C.L. 8.00LT. 353.09 352.46 ® STA. 11+43.64, C.L. 8.00LT. 353.00 352.37 Q STA. 11+61.63, C.L. 8.00LT. 352.96 352.33 © STA. 11+61.63, C.L. 8.00RT. 352.96 352.33 �7 STA. 11+43.64, C.L. 8.00RT. 353.00 352.37 ® STA. 11+07.64, C.L. 8.00RT. 353.09 352.46 09 STA. 10+77.98, C.L. 8.00RT. 353.16 352.53 ® STA. 10+75.99, C.L. 5.77RT. 353.21 352.58 loll STA. 10+82.27, C.L. 8.00LT. 353.21 352.58 III STA. 10+87.27, C.L. 8.00LT. I 352.52 © STA. 10+82.27, C.L. 8.00RT. 353.12 352.49 ® STA. 10+87.27, C.L. 8.00RT. 353.13 352.50 20.00' 34.37' 23.19' M ALLEY P= '- 27.38' 16.32' o o 20.00' 31.42' ■ SHEET 2& 3 M �t ai ,�, -' ci ��- ,O,j M SHEET 21 cL ao M F ri Lil 26' 26' I EM*11 1 - -! MIMI M I J W I �, J O Z>w 1 0' 1 I N _ J (D� UO J Z -��J wW LLJ 117' 17'1 m slim W mU AMU a MU in I ■ x h��� $1�1�1�1' Mc'Mc' U I I , w+ O n O> II N o II > N O ,� > w^ d z Q h}` i I III will ' I e >^ w II o II C O 0 I m 1 N, 0 1 O z+ rn w I J ri ± w J r� ± � I J W N O 364 362 360 358 356 354 352 350 348 346 364 362 360 358 356 CE INTERSECTION STA. 12+28.94, C.L. PACIFIC CLAY BEAR PATH PAVER 1" SAND BED 6" CLASS "B" CONCRETE - 0.4' CLASS 2 A.B. OVER 0.5' COMPACTED NATIVE 24" SAWCUT A.C. PAVEMENT 0.3' TYPE B A.C. CONSTRUCT 24" WIDE X 13Y4"J DEEP CONCRETE CURB. EASE CORNERS Y4" SECTION B NTS 6 0.4' CLASS 2 A.B. OVER 0.8' COMPACTED NATIVE 24" PACIFIC CLAY BEAR PATH PAVER 6" CLASS "B" CONCRETE 3Y4" 1" SAND BED ' s 0.4' CLASS 2 A.B. OVER 0.5' COMPACTED NATIVE -CONSTRUCT 24" WIDE X 13V4" DEEP CONCRETE CURB. EASE CORNERS Y4 SECTION NTS 6 - 6" CLASS "B" CONCRETE 0.4' CLASS 2 A.B. OVER 0.5' COMPACTED NATIVE NOTES: BRICK AREAS. PACIFIC CLAY BEAR PATH PAVER: 60% RED FLASHED 30% BURGUNDY 10% DARK IRON SPOT IN REGARD TO THEIR COLOR, THESE BRICKS SHALL BE RANDOMLY SET THROUGHOUT THEIR RESPECTIVE PATTERN. PATTERNS SHALL BE AS FOLLOWS: RUNNING BOND FOR ALL CROSSWALKS, LONG SIDE OF BRICK RUNNING WITH PEDESTRIAN TRAFFIC. HERRINBONE PATTERN FOR VEHICULAR ENTRY WITH A SOLDIER COURSE BORDER. ALL BRICK IN THE SOLDIER COURSE SHALL BE ALL BURGUNDY COLOR. COLORED CONCRETE IN ROUNDABOUTS SHALL BE SCOFIELD COLOR C-25 SOMBERO BUFF. 24 E7 � 23 E.C. MEDIAN TABLE CURVE E.C. STATION TC ELEV. FL/TP ELEV. �1 STA. 10+75.99, C.L. 5.77LT. 353.21 352.58 Q STA. 10+77.98, C.L. 8.00LT. 353.16 352.53 z STA. 11+07.64, C.L. 8.00LT. 353.09 352.46 ® STA. 11+43.64, C.L. 8.00LT. 353.00 352.37 Q STA. 11+61.63, C.L. 8.00LT. 352.96 352.33 © STA. 11+61.63, C.L. 8.00RT. 352.96 352.33 �7 STA. 11+43.64, C.L. 8.00RT. 353.00 352.37 ® STA. 11+07.64, C.L. 8.00RT. 353.09 352.46 09 STA. 10+77.98, C.L. 8.00RT. 353.16 352.53 ® STA. 10+75.99, C.L. 5.77RT. 353.21 352.58 11 STA. 10+82.27, C.L. 8.00LT. 353.21 352.58 © STA. 10+87.27, C.L. 8.00LT. 353.15 352.52 © STA. 10+82.27, C.L. 8.00RT. 353.12 352.49 ® STA. 10+87.27, C.L. 8.00RT. 353.13 352.50 24" SAWCUT A.C. PAVEMENT 0.3' TYPE B A.C. CONSTRUCT 24" WIDE X 13Y4"J DEEP CONCRETE CURB. EASE CORNERS Y4" SECTION B NTS 6 0.4' CLASS 2 A.B. OVER 0.8' COMPACTED NATIVE 24" PACIFIC CLAY BEAR PATH PAVER 6" CLASS "B" CONCRETE 3Y4" 1" SAND BED ' s 0.4' CLASS 2 A.B. OVER 0.5' COMPACTED NATIVE -CONSTRUCT 24" WIDE X 13V4" DEEP CONCRETE CURB. EASE CORNERS Y4 SECTION NTS 6 - 6" CLASS "B" CONCRETE 0.4' CLASS 2 A.B. OVER 0.5' COMPACTED NATIVE NOTES: BRICK AREAS. PACIFIC CLAY BEAR PATH PAVER: 60% RED FLASHED 30% BURGUNDY 10% DARK IRON SPOT IN REGARD TO THEIR COLOR, THESE BRICKS SHALL BE RANDOMLY SET THROUGHOUT THEIR RESPECTIVE PATTERN. PATTERNS SHALL BE AS FOLLOWS: RUNNING BOND FOR ALL CROSSWALKS, LONG SIDE OF BRICK RUNNING WITH PEDESTRIAN TRAFFIC. HERRINBONE PATTERN FOR VEHICULAR ENTRY WITH A SOLDIER COURSE BORDER. ALL BRICK IN THE SOLDIER COURSE SHALL BE ALL BURGUNDY COLOR. COLORED CONCRETE IN ROUNDABOUTS SHALL BE SCOFIELD COLOR C-25 SOMBERO BUFF. 24 E7 � 23 J- " 6" SEWER 1 -11 =__ r� B.C.R. - ELEV.=354.12 T.C. STA. 13+88.27, C.L. 9.00LT. PARKERHILL DR. SHEET 5 I i 17' (f j] O `!Q N IQ z''k r' q INTERSECTION li - 3 _ _ 184.77_ _ - 4 `+`"� _ '- _ 181.43' _ _ - .v STA. 10+00.00_C.L II 5' 3 N01'1442"E 1 11+0018' DRAIN N ° 12+00 N 13+00 412.17' 115' 11CL- 14 9 1 18" DRAIN 14+b0 �r 1 w li+�r.t � z � 2 � � I �I 14 R _<v r II w Q .i II II II I 2 F'r 22 I I N 1 IL A m ,y J o m 2' SIDEWALK oU 0U ¢z )I r- EASEMENT r 10 �41� 1 v r 3ww1 � ^ III CIII� o � � ow 1 17' Z 1 v) : III III O z civ M Ntnnr7j 1 1 0 + 33 wJwr+ III,III O �+ + Q�-illi 31 oI Uv�� = p 1111 m� J� N�zci�WW �1 � it 1 a i �� Q 10'1011 -'Jz Q 40 t2i-Q aoaooco``'� - - LINCOLNSHIRE SDR N N Lo � • • �-_ � `� O 0 m J ± + ALLEY R Q ^ ^ ��� �, _ + + �, PARKERHILL DR. SHEET 3 CL CATCH BASIN N0. 16 Z SHEET 21 Z o o Q w SHEET 5 E.C.R./END 6' CURB/BEGIN STA. 10+36.92, C.L.17.00RT.= c5 w =o + + U ¢ a M a TYPE "B" CURB & GUTTER STA. 10+36.92, F.L. m m N N m c� ; cn z o NORMAL F.L. ELEV.=352.91 STA. 10+29.37, C.L. 17.00RT.= DEPRESSED F.L. ELEV.=352.74 vQ~viB ~Qi B.C.R./END TYPE "' CURB & STA. 10+29.37, F.L. E.C.R./GRADE BREAK/ GUTTER BEGIN 6" CURB END 12' WIDE CROSS GUTTER STA. 13+76.61, C.L. 17.00RT. STA. 12+02.77, C.L. 17.00RT.= STA. 13+76.61, F.L. STA. 12+02.77, F.L. DALWOOD STREET (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 50' VERT. CURVE , 364 362 360 358 356 354 352 350 348 346 5 J6 INTERSECAO Z N11'41'40"E R N STA. i4+1 AD. -CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL UNITS STANDARD PLAN RSP A88A. MLo CURVE TABLE 1% MIN. 1% MIN. CURB & GUTTER I - 2% MIN. 2% MIN ___ CURB & GUTTER 2% --------- CURVE RADIUS LENGTH TANGENT DELTA 1 A.P. - ELEV.=354.12 T.C. 44.54' 25.22' 67'09'09" 2 50.00' 52.40' z 60'03'03" STA. 13+84.75, C.L. 9.00LT. 38.00' 29.98' 15.82' 45'12'26" UNff 30.00' 45.43' 28.35' Q 5 , A.P. - ELEV.=354.30 T.C. 34.24' 18.38' I 6 50.00' Lu 1.55' 03'32'38" 7 2.00' 3.37' STA. 13+76.75, C.L. 17.00LT. 96'37'33" U I- CJ ~ i p J J U -� I (n d • "-' c"! � 10 (� J ��Y LINCOLNSHIRE DR. 11 o 31.62' 20.20' �"� 1 20.00' 34.37' 23.19' M ALLEY P= '- 27.38' 16.32' o o 20.00' 31.42' ■ SHEET 2& 3 M �t ai ,�, -' ci ��- ,O,j M SHEET 21 cL ao M F ri Lil 26' 26' I �_j' 1 - -! _ J M _ J W J �, J O Z>w 1 0' 1 I N _ J (D� UO J Z -��J wW LLJ 117' 17'1 Wv JM W mU AMU MU '�" x h��� $1�1�1�1' Mc'Mc' U I I , w+ O n O> II N o II > N O ,� > w^ d z Q h}` i I III will ' I e >^ w II o II C O 0 I m 1 N, 0 1 O z+ rn w I J ri ± w J r� ± � I J W N O O 111 00 111 `r -_j W C6 Lo j w J > CO J `ri c0 , O N � I ¢ � ¢ N 32 �IW 31 W I± 30 l N co �;; ��;;�� o , N w N w N + i rn -Qw v 1 ¢ ¢ m ¢ U Iii VIII I N � APPROXIMATE I TING 2' SIDEWALK `- cn ``, `n 2EASIDEWSEMENTK ¢ d Q ¢ v 2 m �' Q 1 m cn GRADE ¢ cn ¢ EASEMENT °� Z% v~Qi ccnn En 5 4Ui (n �' u I i S= R 1i , I.S 0.539; 14 I 4 S=(.21% S=0.43% J- " 6" SEWER 1 -11 =__ r� B.C.R. - ELEV.=354.12 T.C. STA. 13+88.27, C.L. 9.00LT. PARKERHILL DR. SHEET 5 I i 17' (f j] O `!Q N IQ z''k r' q INTERSECTION li - 3 _ _ 184.77_ _ - 4 `+`"� _ '- _ 181.43' _ _ - .v STA. 10+00.00_C.L II 5' 3 N01'1442"E 1 11+0018' DRAIN N ° 12+00 N 13+00 412.17' 115' 11CL- 14 9 1 18" DRAIN 14+b0 �r 1 w li+�r.t � z � 2 � � I �I 14 R _<v r II w Q .i II II II I 2 F'r 22 I I N 1 IL A m ,y J o m 2' SIDEWALK oU 0U ¢z )I r- EASEMENT r 10 �41� 1 v r 3ww1 � ^ III CIII� o � � ow 1 17' Z 1 v) : III III O z civ M Ntnnr7j 1 1 0 + 33 wJwr+ III,III O �+ + Q�-illi 31 oI Uv�� = p 1111 m� J� N�zci�WW �1 � it 1 a i �� Q 10'1011 -'Jz Q 40 t2i-Q aoaooco``'� - - LINCOLNSHIRE SDR N N Lo � • • �-_ � `� O 0 m J ± + ALLEY R Q ^ ^ ��� �, _ + + �, PARKERHILL DR. SHEET 3 CL CATCH BASIN N0. 16 Z SHEET 21 Z o o Q w SHEET 5 E.C.R./END 6' CURB/BEGIN STA. 10+36.92, C.L.17.00RT.= c5 w =o + + U ¢ a M a TYPE "B" CURB & GUTTER STA. 10+36.92, F.L. m m N N m c� ; cn z o NORMAL F.L. ELEV.=352.91 STA. 10+29.37, C.L. 17.00RT.= DEPRESSED F.L. ELEV.=352.74 vQ~viB ~Qi B.C.R./END TYPE "' CURB & STA. 10+29.37, F.L. E.C.R./GRADE BREAK/ GUTTER BEGIN 6" CURB END 12' WIDE CROSS GUTTER STA. 13+76.61, C.L. 17.00RT. STA. 12+02.77, C.L. 17.00RT.= STA. 13+76.61, F.L. STA. 12+02.77, F.L. DALWOOD STREET (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 50' VERT. CURVE , 364 362 360 358 356 354 352 350 348 346 5 J6 INTERSECAO Z N11'41'40"E R N STA. i4+1 AD. -CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL UNITS STANDARD PLAN RSP A88A. MLo CURVE TABLE 1% MIN. 1% MIN. CURB & GUTTER I - 2% MIN. 2% MIN ___ CURB & GUTTER 2% --------- CURVE RADIUS LENGTH TANGENT DELTA 1 38.00' 44.54' 25.22' 67'09'09" 2 50.00' 52.40' 28.90' 60'03'03" z 38.00' 29.98' 15.82' 45'12'26" 4 30.00' 45.43' 28.35' 86'4529" 5 38.00' 34.24' 18.38' I 6 50.00' Lu 1.55' 03'32'38" 7 2.00' 3.37' 2.25' 96'37'33" to N 1- 50.00' Lo 5.81' 13'15'06" 8.00' N c"! JQ 10 (� G.7a'• 19.80' 89'25'30" 11 20.00' 31.62' 20.20' �"� 1 20.00' 34.37' 23.19' 98'27'13" 1 20.00' 27.38' 16.32' 78'25'27" 14 20.00' 31.42' 20.00' 90'00'00- ro M _"O >'- N iN it = O > _ J Cpm '- M> J > WO WMA J W O Z>w J II J - c0 W (� (D� UO Z -��J wW W W mU MQ x ^ _ WWn>ZI ^ NcOWJ c70 Q a �m + O NW-� Q O. u-- L0 t_ (if O W m I N an O z+ cc`,I `- cn = jz ,- -Qw m U w w a > APPROXIMATE EXI TING . u cn d Q m �' Q v~i I ``' cn GRADE CENTERLINE z a t~ZO S= 0.539; S=(.21% S=0.43% I S=-0.26% PROPOSED EASr FLOWU E i >cr_ 1 �) -T NI I � t_ C-901 z iv 11 39'-55' 12 I VARIES I 6'-20' 5' 0'-4' 16'-22' VARIES VARIES VARIES 8" WALL LANDSCAPE AREA W 0 13 q BRINDLEBAY LANE/ CL LANESFIELD DRIVE -I - 8' 14 364 362 360 358 356 354 352 350 348 346 39'-55' Q 0 07 •/q -lG V bit ITS S 1 �I � 0'I" L �.7 81 I 8' 16'-22' 0'-4' 5' 6'-20' i VARIES VARIES VARIES LANDSCAPE AREA 8" WALL I W > I � I 0 8 354 3 won 1111 ME - - 346 CURVE TABLE 1% MIN. 1% MIN. CURB & GUTTER I - 2% MIN. 2% MIN ___ CURB & GUTTER 2% --------- CURVE RADIUS LENGTH TANGENT DELTA 1 38.00' 44.54' 25.22' 67'09'09" 2 50.00' 52.40' 28.90' 60'03'03" 3 38.00' 29.98' 15.82' 45'12'26" 4 30.00' 45.43' 28.35' 86'4529" 5 38.00' 34.24' 18.38' 51'37'31" 6 50.00' 3.09' 1.55' 03'32'38" 7 2.00' 3.37' 2.25' 96'37'33" 8 50.00' 11.56' 5.81' 13'15'06" 9 8.00' 25.13' - 180'00'00" 10 20.00' 31.22' 19.80' 89'25'30" 11 20.00' 31.62' 20.20' 90'34'30" 1 20.00' 34.37' 23.19' 98'27'13" 1 20.00' 27.38' 16.32' 78'25'27" 14 20.00' 31.42' 20.00' 90'00'00- Q 0 07 •/q -lG V bit ITS S 1 �I � 0'I" L �.7 81 I 8' 16'-22' 0'-4' 5' 6'-20' i VARIES VARIES VARIES LANDSCAPE AREA 8" WALL I W > I � I 0 8 354 3 won 1111 ME - - 346 9 1% MIN. 1% MIN. CURB & GUTTER I - 2% MIN. 2% MIN ___ CURB & GUTTER 2% --------- 2% MIN. 2% MIN. O Uzy C,4O 9 (n W U M M , IM 0 o I) N zW zco co co P S� zi 3E 4 O o Z N. �� r; 4nEE ^ j 350 �� I C BRINDLEBAY LANE 0.40' AGG. BASE > :9.�y�� .. j f V .i. �., 3�3 ,.. 1 ` ` Q ILI U 00 :m a Ifl 0 r. DETAIL �A" TO 95% RELATIVE DENSITY o 1.- 0 W co LL u I- m w CI", �.�� c Y w Q m Q m o W I� � m O U Q 0 07 •/q -lG V bit ITS S 1 �I � 0'I" L �.7 81 I 8' 16'-22' 0'-4' 5' 6'-20' i VARIES VARIES VARIES LANDSCAPE AREA 8" WALL I W > I � I 0 8 354 3 won 1111 ME - - 346 9 1% MIN. 1% MIN. CURB & GUTTER I - 2% MIN. 2% MIN ___ CURB & GUTTER 2% --------- 2% MIN. 2% MIN. z Uzy C,4O 9 (n W U M M , Q ao o zW 352 352 - 9 OEM=8 % 6 LANDSCAPE AREA TYPE I MEDIAN CURB P S� zi 3E Q 0 07 •/q -lG V bit ITS S 1 �I � 0'I" L �.7 81 I 8' 16'-22' 0'-4' 5' 6'-20' i VARIES VARIES VARIES LANDSCAPE AREA 8" WALL I W > I � I 0 8 354 3 won 1111 ME - - 346 9 1% MIN. 1% MIN. CURB & GUTTER I - 2% MIN. 2% MIN ___ CURB & GUTTER 2% --------- 2% MIN. 2% MIN. z I - W 9 2% MEANDERING SIDEWALK- I IDEWALK "M» W 352 352 - 9 OEM=8 % 6 LANDSCAPE AREA TYPE I MEDIAN CURB NDSCAPE .• E,'� V k G < Z uj L_ 0.20' A.C. PAVING N. �� r; 4nEE ^ j 350 �� I C BRINDLEBAY LANE 0.40' AGG. BASE > :9.�y�� .. j f V .i. �., 3�3 ,.. 1 ` ` 0.50' COMPACTED O.G. I a Ifl 0 34$ DETAIL �A" TO 95% RELATIVE DENSITY 1.- 0 SCALE: N.T.S.SECTION�r' A CI", �.�� � I� � _ . ---- 10 11 12 SCALE: t" - = 10' HORIZ. 6 Q P'-07-1 LEGEND: (CONT.) LEGEND: (CONT.) CONSTRUCTION NOTES: 1" = 5' VERT. NATES. L � C) FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: 3 oN , -:- --------------------- PROPOSED SAWCUT LIMIT LINEO CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B.. STD. ST -1. 12 CONSTRUCT PASSING AREA PER DETAIL ON SHEET 8. 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRA N "R1-1" -STOP "W31(CA)" -END IMPROVEMENTS AND DETAILS. '� Lu "R6-1" -ONE WAY "W14-1" -DEAD END TS FURNISH &INSTALL TRAFFIC SIGNAL CONDUIT O CONSTRUCT 4' STANDARD SIDEWALK PER C.O.B. STD. ST -3. CONSTRUCT ALLEY ROLL-TOP CURB PER ' " '� D Z I "R5-1" - DO NOT ENTER "W14-2" - NO OUTLET IR FURNISH & INSTALL IRRIGATION CONDUIT 13 2. LOCAL STREETS -PAVEMENT TO BE 0.20 TYPE B A.C. Ix _ DETAIL ON SHEET 16. OVER 0.40' CL. II AGG. BASE OVER 0.50' COMPACTED O.G. TO 1- Q "R26(CA)" - NO PARKING "Wt -7" - DOUBLE ARROW 03 CONSTRUCT HANDICAP RAMP PER DETAIL ON SHEET 2. BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STST-9.""j "R3 -5R" -RIGHT TURN ONLY "Wl-6" -SINGLE ARROW - lC FURNISH &INSTALL INTERCONNECT CONDUIT D. "R4-7" - KEEP RIGHT "Wt -l" - CURVE ARROW TR3 TR5 Tgs O CONSTRUCT ON-SITE CURB WITH 12" TOTAL CURB HEIGHT AND 14 CONSTRUCT ALLEY FLUSH CURB PER DETAIL ON SHEET 16. "R81(CA)" - BIKE LANE W3-3 - SIGNAL AHEAD FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT 4 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS "R1-2" - YIELD "W11-2" - PEDESTRIAN TRAFFIC TR3=N0. 3 1 2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE 6 CURB FACE PER DETAIL ON SHEET 2. PER C.O.B. STD. D-14 UNLESS NOTED OTHERWISE. PAINT 12" CROSSWALK LINES USING THERMOPLASTIC PAINT PER M m "w1s-7p" -DIAGONAL ARROW PLAQUE Q CURVE NUMBER FOR CURVE DESCRIPTION 05 CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3. 15 CALTRANS STANDARD SPECIFICATION 8010-21C-19. 4. ADJUST EXISTING SEWER MANHOLES TO FINISHED GRADE. N W -- o STORM DRAIN -REFER TO SEWER &STORM DRAIN PLANS Ot TAPER NUMBER FOR TAPER DESCRIPTION© SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER. 16 PAINT 12" SOLID WHITE LINE USING THERMOPLASTIC PAINT PER 5. EXISTING POLES TO BE RELOCATED. IF - cn R 0 STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS ® ITEM OF WORK - SEE SCHEDULE 7 PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANSO CALTRANS STANDARD SPECIFICATION 8010-21C-19. 6. ALL DRAIN INLETS TO BE CHRISTY U23 CATCH BASIN WITH z Z O STANDARD SPECIFICATION 8010-21C-19PAINT 12" DOTTED WHITE LINE USING THERMOPLASTIC PAINT PER ALHAMBRA FOUNDARY A2012 BICYCLE PROOF 24"x24" GRATE. (� N . CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS j 7 PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) CONSTRUCT TYPE "M' MEDIAN CURB WITH 14" TOTO CALTRANS STANDARD SPECIFICATION 8010-21 C-19. SECTION DESIGNATION: m AL CURB s SEWER -REFER TO SEWER &STORM DRAIN PLANS OO HEIGHT AND 71/2 CURB FACE. o CALTRANS TYPE IV ARROW, LEFT OR RIGHT SECTION LETTER o O SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. `� AS APPLICABLE, TO BE PAINTED CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17.A © SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. CALTRANS TYPE I ARROW O COMPACT SUBGRADE TO 90% OF MAX. TO 12" BEYOND L - - - - - - a u AS APPLICABLE, TO BE PAINTED GUTTER LIP TO A DEPTH OF 12". 2 rSHF T WHERE SECTION IS SHOWN -� - - - TRACT BOUNDARY CONSTRUCT 16'-20' WIDE ALLEY PER C.O.B. STD. ST -12. CALTRANS TYPE VII ARROW UNIT BOUNDARY AS APPLICABLE, TO BE PAINTED 10 PAVEMENT TO BE 0.15' TYPE "B" COLORED A.C. (COLOR TO BE DETERMINED) OVER 0.15' TYPE "B" A.C. (BLACK),. - CAL -TRANS TYPE VI ARROW 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. "j = ��� I co 4 CONSTRUCT 4' WIDE VALLEY GUTTER PER C.O.B. STD. ST -17. P3'tt a U1 N PAVEMENT TO BE 0.50' PORTLAND CONCRETE CEMENT OVER"'u DRAWING 11 0.40' CL. II AGG. BASE OVER 0.50' COMPACTED O.G. TO A[REC 90% OF MAX. ���� ' 11 ;v��; L O 93 18 E.C.R. - ELEV.=354.83 T.C. STA. 10+29.00, C.L. 9.00LT. � INTERSECTION STA. 10+00.00, C.L. SEE DETAIL C FOR SURFACE 15 TREATMENT CoQ CENTER 9' RAD. ROUNDABOUT STA. 9+96.00, C.L. 4.00RT. 1 E.C.R./END 6" CURB/BEGIN TYPE "B" CURB &GUTTER STA. 10+29.00, C.L. RT.= STA. 10+29.00. I1�PiLov�r✓��'� pt,o�S BARROWBY ST. SHEET 13 .J UNI 0 5 ^ �p��enN� U J J Y �J� O W w n U op CJ op F LLL,, � c0 F-: ^ ~ ^ OJ J JZ O O J to C-3 N J F- r) U O U O r.- J F-- H t- r-: U O U O F- U O U OC�co co fn -' In U W) U - 1- O ALLEY "A" `- o � o F- �� o C> �, �* r` M 1 J" O o o " o ALLEY r.E* Co Co ~ o ji II r` Lo J SHEET 16 � ri ~ �" J J OAKLEY ST. 00 �' > rn > rn ,n Tri J I I Ln J N F- ^ (., "i SHEET 17 0 ^ J !ri J -1 � � -' 14 ci SHEET 10 aD w ^ W �_ M In 0' 1d1 In "� J o -' CND m -' ,� Iry0' 1Ofll In } O M U C3 h M U r) Q -2 I 11 U w + W + j rn M U 11 ' IIl rif ) U 1� U V IA J m -1 -1 d IA -1 -j o = o „ In M 0 1 II iri II �Q II M U) CD w j o j o an In c5 In c5 c5 r) v 11 ' pI ,.� c3 Q o tL rn 11 O C.3 rn j II I 1% I wN WO II II W O r,O } it o0 or, r, Z o II p II II 11 oa a C4 Lo '�� Write +� I 15' rn / �„) 111 wlllf -poi 11 Nj o II oII OOO O o11 I O Z + J^W OO In j Q d Q W W O c0 O O Lo t0 > O II W III > O O W Ln W+ ---1 ^ ii O J O W ��-•� W rn d III NIII > '- w > > w w + w In w + + j LaJ + `.l -� <t ¢ cn ¢ to 1 + 1 d I I 1 + N J N Iw co w o U �, J ri M hf"l III J of , - J , In 'r w a) c0 1 w+ II dll� W+22�wN 21 MJ -J N"20� 19 wNziil� 11111 w^ J� 1.- I-- O F- III F „1( N , Iw + w + + "' ( + I I I + F- ¢ w + cS a --I O ¢ N m r) M r) I a II II I ¢ to 0 r- ¢¢ a Q ~ 11 a 2' SIDEWALK ¢ ll1 0111 d I i , w r- Q. z F- a r- i- m to ZIII t- n ¢ ¢ 1- ¢ IIIo Iii o N ¢ N d t j to I ¢ to 0o I _l a N ASEMENT m N I 5 w N ¢ 11 N 20I Q v�i2' SIDEWALK t~„Io a� Z t~nl C6 �¢- °ZI Ill F 2 0 R1 . -!� F'L /T EASEMENT -� a cn ¢ to c� to R C2�-1 m �'� is04" i. i to '� ¢ to Q I .s o Iz��� -� 'i 7re �•� 1 „ `-f'L 17 ti i F- Lo `- 2 C3 77 Ill Wil1� J �' 2 'W i' N b'f II I ♦ o,.i , it Itl Ftvnl Cj .fir [� fl ' IN Ij ^I Ujj Q� o COL0 2 SIDEWALK Q oo 111 rrd III r- o0 2' LK 1 w3 m N M EASEMENT ? to o iii I�iii Q �' ^ EASEM � o °O oI �1 Lull II Z UII cn N I 15' O J J 11 w O± III olil ° to m II 1 �1 Z UriWLJIr m vNi III ,ZIII w + Uri 1 9 �� I II 22' -Ill In11)wJ 18 Z ~ -�J it 711 J " v t-- 11 23' I 15' 15' 11 If i 5 I O Q N N Li o N U v ri II 0' 1011 ¢� woo M.,o i� 14TIf- __I °° Ion lon U_ o 0 0 o I i I N o 0i of ti li CS c W 00 �i CAO) WZ 00 it 11 BARROWBY ST. o o a w ALLEY "A" �N ± ± Woo 'o DALAY PL SHEET 12 ¢ '- N + + SHEET 16 mro T 15 a.c--)jV))v~izv �� ¢¢ ww �� m w� NNS GRADE BREAK m m ti v~iof m ¢, N L STA. 13+47.50, C. 1 . lM� ro� NN STA. 13+47.50, F.L. 364 362 360 358 356 354 352 350 348 346 E.C. MEDIAN TABLE r°IV J w E.C. STATION TC ELEV. FL/TP ELEV. Q STA. 17+31.07, C.L. 5.61 LT. 354.93 354.30 02 STA. 17+33.04, C.L. 8.00LT. 354.88 354.25 03 STA. 17+57.18, C.L. 8.00LT. 354.94 354.31 ® STA. 17+76.32, C.L. 8.00LT. 354.98 354.35 Q STA. 18+09.33, C.L. 8.00LT. 355.06 354.43 © STA. 18+40.43, C.L. 8.00LT. 355.13 354.50 Q STA. 18+40.43, C.L. 8.00RT. 355.11 354.48 ® STA. 18+09.33, C.L. 8.00RT. 355.03 354.40 Q STA. 17+76.32, C.L. B.00RT. 354.95 354.32 ® STA. 17+57.18, C.L. 8.00RT. 354.90 354.27 11 STA. 17+33.95, C.L. 8.00RT. 354.84 354.21 © STA. 17+31.95, C.L. 5.91RT. 354.88 354.25 © STA. 17+39.90, C.L. 8.00LT. 354.89 354.26 ® STA. 17+44.90, C.L. 8.00LT. 354.90 354.27 © STA. 17+39.90, C.L. 8.00RT. 354.88 354.25 ® STA. 17+44.90, C.L. 8.00RT. 354.87 354.24 364 362 360 358 356 354 352 350 348 346 P.C.C. 11 STA. 16+87.17, C.L. 68.45LT.=o STA. 16+87.17, F.L. o P.R.C. 11 r) STA. 17+07.14, C.L 40.56LT.= o STA. 17+22.76, F.L. o 11 II m 11 11 11 M m N F- m F- 1= J W r)(o Lo r-jcj to top d M ,rmj O O Lim + r) d• M 11• N N tV of U M > (p C.3LiZ C3 u: ULi UJ UU_ O W Nto w `` + CHAMBER BLVD. N d'N IfjOWJ f\tr7 a0 (p' Inc N o ¢ m � Li to rn r- �? SEE TR. NO. 6223 '�'�m �,�� o ^ (o Do c5 a OFF-SITE STREET + + _ + + N + + + + ^ m (� (n IMPROVEMENT PLANS F- Q W \\ \\ SfC\,p ¢dam 77 F- admaC-; ¢¢C3 ¢¢ c3 FQ-� ;!Lei t- o w �- t- F- i- Lei to (n to 17 t\ ��t R82 �j1, N (n N Z 0 41 N N m (n N \ 1 1 N69 ,�gkp6• 2 14 R 5 3 3 %' g 2�•E • \``\ �p,'139 E RPR p- ,��0 Nb -T P�' - 5 c'� g c '� . 11 II RJ r°IV J w tll LLJ R -J ZWIM11c1-t- [CHIN11 'v, \\ Sj GEL• G� FURNISH &INSTALL TRAFFIC SIGNAL CONDUIT t- 1 N "R26(CA)" - NO PARKING "W1-7" - DOUBLE ARROW 2 O ♦ _1 1 -�- F- Z c� '�' 0 2' SIDEWALK tj L o o Ill F"Ill Ill drill Y II r= \ op `♦\ I o w m t- EASEMENT oo U ^ Ili ^ILII L II o°D 3 W 1y� F- tp W F- O s .^-• \O C, W ` N .- Lf N III 111 III DTII I- O F- o L r- ri o w \ O ® wJ0�3 Uti +q. �' -)J C3 III ZIII i C9 O ^M NQ JJ ¢ 00 G3 ti U m 9 J U Li „ 711 .� m r) ri 11 N W CS U- Z n IN oOto 0o 00 ¢ w o 0o I '1011 �j O UWO �� IIS/,/)^(l`\ ri srto O J J c CA OfZU CAO C� N mQtOi M U OOZ C.)LiW W' / NN U I P.C.C. 11 STA. 16+87.17, C.L. 68.45LT.=o STA. 16+87.17, F.L. o P.R.C. 11 r) STA. 17+07.14, C.L 40.56LT.= o STA. 17+22.76, F.L. o 11 II m 11 11 11 M m N F- m F- 1= J W r)(o Lo r-jcj to top d M ,rmj O O Lim + r) d• M 11• N N tV of U M > (p C.3LiZ C3 u: ULi UJ UU_ O W Nto w `` + CHAMBER BLVD. N d'N IfjOWJ f\tr7 a0 (p' Inc N o ¢ m � Li to rn r- �? SEE TR. NO. 6223 '�'�m �,�� o ^ (o Do c5 a OFF-SITE STREET + + _ + + N + + + + ^ m (� (n IMPROVEMENT PLANS F- Q W \\ \\ SfC\,p ¢dam 77 F- admaC-; ¢¢C3 ¢¢ c3 FQ-� ;!Lei t- o w �- t- F- i- Lei to (n to 17 t\ ��t R82 �j1, N (n N Z 0 41 N N m (n N \ 1 1 N69 ,�gkp6• 2 14 R 5 3 3 %' g 2�•E • \``\ �p,'139 E RPR p- ,��0 Nb -T P�' - 5 c'� g c '� . CURVE TABLE R1 i M18 59 • \�\ \ N\6\a 00 5 _ ' - 35 - - 18+a0 \ 'v, \\ Sj GEL• G� FURNISH &INSTALL TRAFFIC SIGNAL CONDUIT DETAIL "A" N "R26(CA)" - NO PARKING "W1-7" - DOUBLE ARROW DD co SEE _1 1 -�- , \\\ 1 1 ON SHEET 2. SSP \ `��� ��• \ I - t2 FIR STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS 6,CURB FACE PER DETAIL ON SHEET 2. I s m SQ SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. 3 U0 SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER. ® \ \ \\ 9 It 2 L F7 CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS Lo r'7 00 O PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) O IN rr3 IN JJ O O Co O O ¢ [C J c /n N CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. C) \ 1 \\ O \\ \ M O N O 11. N N W 12'00'04" � ro M M �m r) t2 \(V �+ ALLEY "r W O o Z O O' W -J O OAKLE 1 S > N DO •- L W p,3 Z SHEET 18 m m m m tp -1 �` Lr (r o J J <r tp z w> 00 W U Li U -' '� -' J J J CHAMBER BLVD. o SHEET 9 ,,: W Li In c3 (� c3 ti Q¢U� UW HH N ��2 ++L+ -w QQ 0 m mN mm NN �•- U �^JN U F -F-- + F Q W m Cn En ,. UZ FQ-FQ-U �� LI.IW to to QQwmm m C -i (% (% Z Ck U cn W J Qm LANESFIELD DRIVE N Q N o� (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL L(s DETAIL "A" SCALE: N.T.S. 364 362 360 358 356 354 352 350 348 346 �, z J o + SEE 1R. O. 6223 N () ``' -' 0O �' `t Z ^ m to M N OFF-SITE STREET 00Dj N ^ ^ ¢ tp 0n Li moo N In M t\ M m (V DOJ 0 pi co z <r r- 00 � Lc IMPROVEMENT PLANS NM V S ++�W +~F" O tt7m C..i CAN OM ++ tQ-1-- U nt�JN ^^ a' nn m (/) r-- co OD 00 dd61w ad ¢d C_i as c5 ad 1- o w r- � z t- r- F- t- � 1- t - a N N C� cn to Z 0 LIJ (n to Q N N m N V) d (n V) A B.C./END 6" CURB/BEGIN ". 6 TYPE B" CURB & GUTTER STA. 16+97.00, C.L. 75.48RT = STA. 16+97.00, F.L. 17 18 19 CURVE TABLE R1 i FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: - - PROPOSED SAWCUT LIMIT LINE "R1-1" - STOP "W31(CA)" - END CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. "R6-1" - ONE WAY "W14-1" - DEAD END FURNISH &INSTALL TRAFFIC SIGNAL CONDUIT "R5-1" - DO NOT ENTER "W14-2" - NO OUTLET CONSTRUCT 4' STANDARD SIDEWALK PER C.O.B. STD. ST -3. "R26(CA)" - NO PARKING "W1-7" - DOUBLE ARROW Of M "R3 -5R" - RIGHT TURN ONLY "W1-6" - SINGLE ARROW CONSTRUCT HANDICAP RAMP PER DETAIL "R4-7" - KEEP RIGHT "WI -1" - CURVE ARROW - d ON SHEET 2. "R1-2" - YIELD "W11-2" - PEDESTRIAN TRAFFIC I - t2 FIR STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS 6,CURB FACE PER DETAIL ON SHEET 2. I s m SQ SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. © SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER. ® ITEM OF WORK -SEE SCHEDULE O PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS 273.00' CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS 18.79' 00 8 PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) O IN rr3 9 38.00' HEIGHT AND 71/2" CURB FACE. O r) �I IL) 11.48' AS APPLICABLE, TO BE PAINTED O CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. A M O r) �I AS APPLICABLE, TO BE PAINTED 7.96' 3.99' 12'00'04" � ro 26.21' AS APPLICABLE, TO BE PAINTED 10 r) �j 26.81' 83'34'34" (COLOR TO BE DETERMINED) OVER 0.15' TYPE "B" A.C. (BLACK) 2.00' CAL -TRANS TYPE VI ARROW 2.44' OVER 0.40' CL. II AGG. BASE OVER 0.50' COMPACTED O.G. TO N (A 18.63' BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 03'39'19" 1 8.00' CONSTRUCT 4' WIDE VALLEY GUTTER PER C.O.B. STD. ST -17. - 1() N PAVEMENT TO BE 0.50' PORTLAND CONCRETE CEMENT OVER 19.65' C� oil F'm') c.0 2.00' all 2.09' UU 48.00' 11.58' 5.82' 13'49'28" 1 292.00' 30.27' 15.15' O 11) 308.00' 31.93' r) ,ii II 300.00' 91.25' 45.98' � '�'1 Lo LC tp ri 1011 300.00' 112.26' 56.79' 311liel N. I tp 1() I101 to > > N O N J W J '.�' _ j W Z --� W W \U' W 1(7 1!•) M j MENEM0MEMENE■ __j O W �• -' W _Z _ Obi W O 'W W ■ 17 18 19 LEGEND: ABBREVIATIONS FL FLOWLINE POVC POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVA11ON 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 0 FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. Q EXISTING SURVEY MONUMENT FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. �- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. (REFERENCE DETAIL SHEET 14) FURNISH & INSTALL ALLEY LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. (REFERENCE DETAIL SHEET 14) 1 IJ LEGEND: (CONT.) CURVE TABLE R1 i FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: - - PROPOSED SAWCUT LIMIT LINE "R1-1" - STOP "W31(CA)" - END CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. "R6-1" - ONE WAY "W14-1" - DEAD END FURNISH &INSTALL TRAFFIC SIGNAL CONDUIT "R5-1" - DO NOT ENTER "W14-2" - NO OUTLET CONSTRUCT 4' STANDARD SIDEWALK PER C.O.B. STD. ST -3. "R26(CA)" - NO PARKING "W1-7" - DOUBLE ARROW Of M "R3 -5R" - RIGHT TURN ONLY "W1-6" - SINGLE ARROW CONSTRUCT HANDICAP RAMP PER DETAIL "R4-7" - KEEP RIGHT "WI -1" - CURVE ARROW - d ON SHEET 2. "R1-2" - YIELD "W11-2" - PEDESTRIAN TRAFFIC FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT "W16 -7p" - DIAGONAL ARROW PLAQUE r t2 QD STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS 6,CURB FACE PER DETAIL ON SHEET 2. CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. s Lo SQ SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. © SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER. ® ITEM OF WORK -SEE SCHEDULE O PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS 273.00' CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS 18.79' 00 8 PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) O CONSTRUCT TYPE "M' MEDIAN CURB WITH 14" TOTAL CURB rr3 9 38.00' HEIGHT AND 71/2" CURB FACE. O r) 10 IL) 11.48' AS APPLICABLE, TO BE PAINTED O CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. A M O r) �I AS APPLICABLE, TO BE PAINTED 7.96' 3.99' 12'00'04" � ro 26.21' AS APPLICABLE, TO BE PAINTED 10 r) �j 26.81' 83'34'34" (COLOR TO BE DETERMINED) OVER 0.15' TYPE "B" A.C. (BLACK) 2.00' CAL -TRANS TYPE VI ARROW 2.44' OVER 0.40' CL. II AGG. BASE OVER 0.50' COMPACTED O.G. TO N (A 18.63' BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 03'39'19" 1 8.00' CONSTRUCT 4' WIDE VALLEY GUTTER PER C.O.B. STD. ST -17. - 1() N PAVEMENT TO BE 0.50' PORTLAND CONCRETE CEMENT OVER 19.65' C� t[) F'm') c.0 2.00' 3.23' 2.09' UU 48.00' 11.58' 5.82' 13'49'28" 1 292.00' 30.27' 15.15' O 11) 308.00' 31.93' r) ,ii II 300.00' 91.25' 45.98' � '�'1 Lo LC tp ri D0 300.00' 112.26' 56.79' 21'26'21" tp 1() to > > N O N J W J '.�' _ j W Z --� W W \U' W 1(7 1!•) M j __j O W �• -' W _Z _ Obi W O 'W W O Z li> J `� W O J rl1 W j J J M r U O Y CS LCC, m r O W Z L d Wto O O Z J LiWW 3 O O Qp O O C7i O > dL O d' DU N Q O 117 ¢ tV ITS _ UCC " O W W w w W .. 11 N Z W Z t0 ^'S Z J + m + Zc �^ Z st , _ + + c0 U M Q O) cq - r7 (0 00 + (n -j N w N+ =O I+ N+ W M W � O M �m ? U U LD O O'er \ U Q tf) J � g tp D° W m m _+ DOJ L>_ F- r- ±w DO m + m+ W U11 N- T ±JtWlnn Uw zI� ww 000000, md3 w v'-i� m v' -i w� j _c GRA ®CEN RUNE zlrQ- Lci cAPP i NZ oo v' -i I c3} c3 a �� c5 tQ- N Q �gw mm to N U to mr- [L ra_ N U Q� ¢C�' Q ¢ F - Q d m - - ._ - - - - - - --_ a' N Z W tJ Q (N • N LL N c~n z v RADE ®CENTERLI E - - - - - - - S = .25% S=-0. 3% (S= _ S= 0.61 _ -1.0 =0.25 _ - S=- F P OPOSED OUTH F WLIN =1.13 S=-1.13 PROP E OU FLOWLI E J I I S 0.25% PROPOSED SOU FLO NE r I Q I 0 3 m Ln r'7 M��I> t� z Z I CSI � F- E•- I J z z M 1n 44 LEGEND: ABBREVIATIONS FL FLOWLINE POVC POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVA11ON 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 0 FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. Q EXISTING SURVEY MONUMENT FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. �- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. (REFERENCE DETAIL SHEET 14) FURNISH & INSTALL ALLEY LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. (REFERENCE DETAIL SHEET 14) 1 IJ LEGEND: (CONT.) CURVE TABLE R1 i FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: - - PROPOSED SAWCUT LIMIT LINE "R1-1" - STOP "W31(CA)" - END CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. "R6-1" - ONE WAY "W14-1" - DEAD END FURNISH &INSTALL TRAFFIC SIGNAL CONDUIT "R5-1" - DO NOT ENTER "W14-2" - NO OUTLET CONSTRUCT 4' STANDARD SIDEWALK PER C.O.B. STD. ST -3. "R26(CA)" - NO PARKING "W1-7" - DOUBLE ARROW FURNISH & INSTALL IRRIGATION CONDUIT "R3 -5R" - RIGHT TURN ONLY "W1-6" - SINGLE ARROW CONSTRUCT HANDICAP RAMP PER DETAIL "R4-7" - KEEP RIGHT "WI -1" - CURVE ARROW FURNISH & INSTALL INTERCONNECT CONDUIT "R81(CA)" - BIKE LANE "W3-3" - SIGNAL AHEAD ON SHEET 2. "R1-2" - YIELD "W11-2" - PEDESTRIAN TRAFFIC FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT "W16 -7p" - DIAGONAL ARROW PLAQUE -- STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS QD STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS 6,CURB FACE PER DETAIL ON SHEET 2. CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. s SEWER - REFER TO SEWER & STORM DRAIN PLANS SQ SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. © SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. - - TRACT BOUNDARY ... UNIT BOUNDARY 14 10 16 17 18 LEGEND: (CONT.) CURVE TABLE CONSTRUCTION NOTES: - - - - - - - - - - - - - - - - - - - - - - PROPOSED SAWCUT LIMIT LINE O1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. Ts FURNISH &INSTALL TRAFFIC SIGNAL CONDUIT O CONSTRUCT 4' STANDARD SIDEWALK PER C.O.B. STD. ST -3. IR FURNISH & INSTALL IRRIGATION CONDUIT O CONSTRUCT HANDICAP RAMP PER DETAIL IC FURNISH & INSTALL INTERCONNECT CONDUIT 90'00'00" ON SHEET 2. Tis res rgs FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT ® CONSTRUCT ON-SITE CURB WITH 12" TOTAL CURB HEIGHT AND 4 TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE 12.28' 6,CURB FACE PER DETAIL ON SHEET 2. 0 CURVE NUMBER FOR CURVE DESCRIPTION O5 CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3. O1 TAPER NUMBER FOR TAPER DESCRIPTION O SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER. ® ITEM OF WORK -SEE SCHEDULE O PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS 273.00' CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS 18.79' STANDARD SPECIFICATION 8010-21C-19. 8 PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) O CONSTRUCT TYPE "M' MEDIAN CURB WITH 14" TOTAL CURB 91'37'40" 9 38.00' HEIGHT AND 71/2" CURB FACE. �n CALTRANS TYPE IV ARROW, LEFT OR RIGHT 10 50.00' 11.48' AS APPLICABLE, TO BE PAINTED 13'09'01" CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. A CALTRANS TYPE i ARROW O COMPACT SUBGRADE TO 90% OF MAX. TO 12" BEYOND GUTTER LIP TO A DEPTH OF 12". �I AS APPLICABLE, TO BE PAINTED 7.96' 3.99' 12'00'04" CALTRANS TYPE VII ARROW„ 327.00' CONSTRUCT 16'-20' WIDE ALLEY PER C.O.B. STD. ST -12. 26.21' AS APPLICABLE, TO BE PAINTED 10 PAVEMENT TO BE 0.15 TYPE B COLORED A.C. �j 26.81' 83'34'34" (COLOR TO BE DETERMINED) OVER 0.15' TYPE "B" A.C. (BLACK) 2.00' CAL -TRANS TYPE VI ARROW 2.44' OVER 0.40' CL. II AGG. BASE OVER 0.50' COMPACTED O.G. TO 16 292.00' 18.63' BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 03'39'19" 1 8.00' CONSTRUCT 4' WIDE VALLEY GUTTER PER C.O.B. STD. ST -17. - 180'00'00" 11 PAVEMENT TO BE 0.50' PORTLAND CONCRETE CEMENT OVER 19.65' 9.83' 0339'19" 0.40' CL. II AGG. BASE OVER 0.50' COMPACTED O.G. TO 2.00' 3.23' 2.09' 90% OF MAX. 19 364 362 360 358 356 354 352 350 348 346 364 362 360 358 356 354 352 350 348 346 12 CONSTRUCT PASSING AREA PER DETAIL ON SHEET 8. 13 CONSTRUCT ALLEY ROLL-TOP CURB PER q� DETAIL ON SHEET 16. S, CONSTRUCT ALLEY FLUSH CURB PER DETAIL ON SHEET 16. 15 PAINT 12" CROSSWALK LINES USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. 16 PAINT 12" SOLID WHITE LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. 17 PAINT 12" DOTTED WHITE LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. NOTES: 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN IMPROVEMENTS AND DETAILS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. 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- . 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 4. ADJUST EXISTING SEWER MANHOLES TO FINISHED GRADE. 5. EXISTING POLES TO BE RELOCATED. 6. ALL DRAIN INLETS TO BE CHRISTY U23 CATCH BASIN WITH ALHAMBRA FOUNDARY A2012 BICYCLE PROOF 24"x24" GRATE. SECTION DESIGNATION: 1 �♦f SECTION LETTERr�- RECUM u"'R-AWIN 2 SHEET WHERE SECTION IS SHOWN /01 Cn U, o T ()N rT'S ,Gli cI D F -07T h CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 1 20.00' 31.42' 20.00' 90'00'00" 2 13.00' 20.42' 13.00' 90'00'00" 3 38.00' 35.59' 19.22' 53'39'54" 4 50.00' 12.28' 6.17' 14'04'21" 5 38.00' 27.61' 14.45' 41'38'12" 6 38.00' 8.36' 4.20' 12'36'13" 7 273.00' 37.53' 18.79' 07'52'36" 8 30.00' 47.98' 30.86' 91'37'40" 9 38.00' 36.20' 19.61' 54'34'53" 10 50.00' 11.48' 5.76' 13'09'01" 11 38.00' 32.21' 17.15' 48'34'08" 1 38.00' 7.96' 3.99' 12'00'04" 1 327.00' 52.32' 26.21' 09'09'59" 4 30.00' 43.76' 26.81' 83'34'34" 15 2.00' 3.53' 2.44' 10116'00" 16 292.00' 18.63' 9.32' 03'39'19" 1 8.00' 25.13' - 180'00'00" 18 308.00' 19.65' 9.83' 0339'19" 19 2.00' 3.23' 2.09' 92'33'27" 48.00' 11.58' 5.82' 13'49'28" 1 292.00' 30.27' 15.15' 05'56'25" 308.00' 31.93' 15.98' 1 05'56'25" 300.00' 91.25' 45.98' 17'25'41" 300.00' 21.00' 10.51' 04'00'40" 300.00' 112.26' 56.79' 21'26'21" 12 CONSTRUCT PASSING AREA PER DETAIL ON SHEET 8. 13 CONSTRUCT ALLEY ROLL-TOP CURB PER q� DETAIL ON SHEET 16. S, CONSTRUCT ALLEY FLUSH CURB PER DETAIL ON SHEET 16. 15 PAINT 12" CROSSWALK LINES USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. 16 PAINT 12" SOLID WHITE LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. 17 PAINT 12" DOTTED WHITE LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. NOTES: 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN IMPROVEMENTS AND DETAILS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. 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- . 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 4. ADJUST EXISTING SEWER MANHOLES TO FINISHED GRADE. 5. EXISTING POLES TO BE RELOCATED. 6. ALL DRAIN INLETS TO BE CHRISTY U23 CATCH BASIN WITH ALHAMBRA FOUNDARY A2012 BICYCLE PROOF 24"x24" GRATE. SECTION DESIGNATION: 1 �♦f SECTION LETTERr�- RECUM u"'R-AWIN 2 SHEET WHERE SECTION IS SHOWN /01 Cn U, o T ()N rT'S ,Gli cI D F -07T h r m co z 0 > W W' z CL F- W 0 CL W U > . y-..� M Q 0 W c IM W co F- J 9 co m --N--� Z v Q 0 cn g cn N J 0 a U 9 I co N 0 01 O to Lo 0) N coc Q Lo co Z 00 d O 0 Z LL_ I o 0 Q d LL v 0 o .. Ld cp v m W L.L1 Ym y m W M i _ O V r m co z 0 > W W' z CL F- W 0 CL W U > . y-..� M Q 0 W c IM W co F- J 9 co m --N--� Z v Q 0 cn g cn N J 0 a U 9 I co N 0 CURVE TABLE lN� FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: RADIUS A.P. - ELEV.=354.99 T.C. TANGENT "R6-1" - ONE WAY "W14-1" - DEAD END 'Nrr 4 "R5-1" - DO NOT ENTER "W14-2" - NO OUTLET 31.22' A.P. - ELEV.=353.97 T.C. STA. 10+32.51, C.L. 9.00LT. 89'25'30" "R3 -5R" - RIGHT TURN ONLY "Wl-6" - SINGLE ARROW M "R4-7" - KEEP RIGHT "W1-1" - CURVE ARROW 20.20' ®� N�� LINCOLNSHIRE DR. SHEET 2 Cj o ^_ cj 5 M LO �~ K, J C> ALLEY "M" SHEET O STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS Q STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS „ O M O t•' U O I- I� sO d' M c� SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. 20 �! ^ rn d _j Li II 1126' 261 20.00' 30.83' 1 19.42' -- II r' � -I 12.78' Try ' 1d11 U N LID U 1117 17 1 M U � C0 J i� ° U C) If ' III N 15 CD ,I oc li 20.20' IIIQ N , ; , II �> C� � K3 + 1 II w w I > ``' rn ai = "' rn II II1WI 111 60 II III tt I E.C.R. - ELEV.=353.95 T.C. I 1-41 w IIm 00 .0 1 �i -W-1 w+ � JuO�¢ N I + eo IIIA III( STA. 10+28.71, C.L. 9.00LT. "0... 11 m. Z) I CD I Q r ``' 2 SIDEWALK I ± d v~i ^ w •- fll�1 hh IIII III q INTERSECTIO .P oo f �� 2 l -O R -�¢ ; EASEMENT a a d ¢ N m ilI°�„°I °l (COLOR TO BE DETERMINED) OVER 0.15' TYPE "B" A.C. (BLACK) f IQ3 J[C) U_WW CAL -TRANS TYPE VI ARROW J w OVER 0.40' CL. II AGG. BASE OVER 0.50' COMPACTED O.G. TO 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. STA. 10+00.00, C.L.m BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. OVER 0.40' CL. it AGG. BASE OVER 0.50' COMPACTED O.G. TO CONSTRUCT 4' WIDE VALLEY GUTTER PER C.O.B. STD. ST -17. 1- C, 5' l 0 3 I 3 N U 1 M s r- 6" SEWER W 0o J PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. zs�' Z _ X87_90' - - - -X5'98' ¢11 iy-N0114'42"E A _ UNIT BOUNDARY p J CURVE TABLE lN� FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: RADIUS A.P. - ELEV.=354.99 T.C. TANGENT "R6-1" - ONE WAY "W14-1" - DEAD END STA. 13+19.60, C.L. 17.0OLT. "R5-1" - DO NOT ENTER "W14-2" - NO OUTLET 31.22' "R26(CA)" - NO PARKING "W1-7" - DOUBLE ARROW 89'25'30" "R3 -5R" - RIGHT TURN ONLY "Wl-6" - SINGLE ARROW 20.00' "R4-7" - KEEP RIGHT "W1-1" - CURVE ARROW 20.20' 90-34'30- "R81(CA)" - BIKE LANE "W3-3" - SIGNAL AHEAD 20.00' 31.42' "Rt -2" - YIELD "W11-2" - PEDESTRIAN TRAFFIC U I- O O CU O STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS Q STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS „ O M O t•' U O I- I� sO d' M O OC) SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. 2317'57" _J ^ rn d _j Li II 8 20.00' 30.83' 1 19.42' 00 ( 174.00' 12.78' 1 6.39' 0412'30" U N LID U LO U m W U > rn co II (0 II N © CD `�'+11 20.20' "'12w+ 4 1 20.00' 23.12' 13.04' 6613'20" CALTRANS STANDARD SPECIFICATION 8010-21C-19. I CALTRANS TYPE IV ARROW, LEFT OR RIGHT J+ M'a7 I I 1-41 w + a CNN CNI C14 In Q CALTRANS TYPE I ARROW � COMPACT SUBGRADE TO 90% OF MAX. TO 12" BEYOND GUTTER I "0... j NI LIP TO A DEPTH OF 12". Cj w I a CALTRANS TYPE VII ARROW O. w c J r`in cj AS APPLICABLE, TO BE PAINTED cn 2 l -O R -�¢ 1. a rn m cn i,111// 99.15'(D 13tOO- _ R 2 qr N _ _ CENTER 9' RAD. ROUNDABOUT 3 °7.- 27 R -' ° 2 -' � s1 323'IISTA 9+96.04, II I SIDEWALK' C.L 4.00RT. II ao o ul i�in cj Q� 11 00 ,l ~ o0 ASEMENT ao o = o o ip rn4l o az 0 0 4 �0 1� IS11 l IQ- IY w I��+ T I N f' -y Of d c�i I I a n O� III : �Iil I o 0 3 W o0 0 Q - o ^ 2 N O �6. w o 2 6 I I m I N 1 0 ^ M I+ _+1 M vNi III I�ill,� c� _� Q W ZLO o w cj O o N la ,� II -�� o J-� w N O �.i III VIII J NNS ro _ d rn // R Q R I I I " U J Q ao -1 J WOW I a M > U 4 J m III JII O _ 00 + } -co + w �O sun ■ Ap���IgI ii 1 .f > J v ci I Cjli w ti ,,, ciri + Nw� �9tlCI� 1i o 0��11J Q m �`trzoo ¢d I I` N -�� o .Z) 1 Z U ti > W Y 00. f- I- Q CA 01 I- w 00 00 I I { U 00 00 r7 M J r7 N ni in + �/ ' 8 Q Q C� V) 00 00 1 ¢ • c0 ^ �7 x000 N ^^ O W 00 a0 Cj Q 00 QY d-I� N d' [� ,J(� z zooWJwr'� Z^^ ���; 10m ; POn�z�Wo� O / N ao ao � o: o' C" o + + o o III III * co co M r7 in d- cn v V LINCOLNSHIRE DR. m Oi � -I °' o o m = N + + ALI�Y »p» + + + + m + + SHEET 2& 3 M M w W �� N N �C�I M M ,,, � � w o,- `` °� V" _ + + Eno '= Q .i ? SHEET 21 o N NI ! / p �o da o ¢¢ 00 V eco v / / E.C.R./END 6 CURB/BEGIN ¢ N N o N N w I- I - v z F- cj <o' p �9mm InN W W NN m cn C7 cn X 4 TYPE B" CURB &GUTTER " ¢ a x o_ ^" p y,5 STA. 10+29.37, C.L. 17.00RTw .= `" "' z o ��� � STA. 10+29.37, F.L. `�' pec 4Q /°q RkFRyj MARSALA STREET � SyFFT � OR 364 362 360 358 356 354 352 350 348 346 (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL rd U, 11 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. �- FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. STD. ST -14. (REFERENCE DETAIL SHEET 14) FURNISH & INSTALL ALLEY LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. (REFERENCE DETAIL SHEET 14) 200' MAXIMUM 13 14 15 LEGEND: (CONT.i CURVE TABLE Rt 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 1 "R5-1" - DO NOT ENTER "W14-2" - NO OUTLET 31.22' "R26(CA)" - NO PARKING "W1-7" - DOUBLE ARROW 89'25'30" "R3 -5R" - RIGHT TURN ONLY "Wl-6" - SINGLE ARROW 20.00' "R4-7" - KEEP RIGHT "W1-1" - CURVE ARROW 20.20' 90-34'30- "R81(CA)" - BIKE LANE "W3-3" - SIGNAL AHEAD 20.00' 31.42' "Rt -2" - YIELD "W11-2" - PEDESTRIAN TRAFFIC 90'00'00- G) "W16 -7p" - DIAGONAL ARROW PLAQUE -- O STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS Q STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS 191.00' CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. s SEWER - REFER TO SEWER & STORM DRAIN PLANS sO SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. © SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. 2317'57" 7 20.00' 30.93' 19.52' 88'35'51" 8 20.00' 30.83' 1 19.42' 8819'40" ( 174.00' 12.78' 1 6.39' 0412'30" 10 NOT USED TAPER NUMBER FOR TAPER DESCRIPTION 11 174.00' 70.76' 35.87' 2317'57" 1© 20.00' 31.22' 19.80' 89'25'30" © 20.00' 31.62' 20.20' 90'34'30" 4 1 20.00' 23.12' 13.04' 6613'20" CALTRANS STANDARD SPECIFICATION 8010-21C-19. 0 U CALTRANS TYPE IV ARROW, LEFT OR RIGHT HEIGHT AND 71/2" CURB FACE. I 1-41 w a AS APPLICABLE, TO BE PAINTED CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. In Q CALTRANS TYPE I ARROW O9 COMPACT SUBGRADE TO 90% OF MAX. TO 12" BEYOND GUTTER "0... j AS APPLICABLE, TO BE PAINTED LIP TO A DEPTH OF 12". CALTRANS TYPE VII ARROW w c J r`in NOTES: AS APPLICABLE, TO BE PAINTED 10 PAVEMENT TO BE 0.15 TYPE B„ COLORED A.C. 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN rn U (COLOR TO BE DETERMINED) OVER 0.15' TYPE "B" A.C. (BLACK) IMPROVEMENTS AND DETAILS. J[C) U_WW CAL -TRANS TYPE VI ARROW J w OVER 0.40' CL. II AGG. BASE OVER 0.50' COMPACTED O.G. TO 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. OVER 0.40' CL. it AGG. BASE OVER 0.50' COMPACTED O.G. TO CONSTRUCT 4' WIDE VALLEY GUTTER PER C.O.B. STD. ST -17. BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 11 PAVEMENT TO BE 0.50' PORTLAND CONCRETE CEMENT OVER N ci �O M 0.40' CL. II AGG. BASE OVER 0.50' COMPACTED O.G. TO 90% OF MAX. W 0o J PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. r7 Z p J C J O M Z N. W f 00 I W M II Z= + Or W ILL:co 0 r, �) +_j N + M �' �- W m W (nQ wj c~i>zo t.i c~i> L.i RADE CENTERLI E Ld `" ,mom oA w ■ Col S=-0. 9� S=0.50 p S=O. 9% I S=-0.2% PRO OSED EAST FLO NE 1h d YR BEEN A »I » U, 11 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. �- FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. STD. ST -14. (REFERENCE DETAIL SHEET 14) FURNISH & INSTALL ALLEY LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. (REFERENCE DETAIL SHEET 14) 200' MAXIMUM 13 14 15 LEGEND: (CONT.i CURVE TABLE Rt 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 1 "R5-1" - DO NOT ENTER "W14-2" - NO OUTLET 31.22' "R26(CA)" - NO PARKING "W1-7" - DOUBLE ARROW 89'25'30" "R3 -5R" - RIGHT TURN ONLY "Wl-6" - SINGLE ARROW 20.00' "R4-7" - KEEP RIGHT "W1-1" - CURVE ARROW 20.20' 90-34'30- "R81(CA)" - BIKE LANE "W3-3" - SIGNAL AHEAD 20.00' 31.42' "Rt -2" - YIELD "W11-2" - PEDESTRIAN TRAFFIC 90'00'00- G) "W16 -7p" - DIAGONAL ARROW PLAQUE -- O STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS Q STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS 191.00' CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. s SEWER - REFER TO SEWER & STORM DRAIN PLANS sO SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. © SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. J zLj Q w0 oLU QQ wm a w co ■� TRACT BOUNDARY UNIT BOUNDARY 200' MAXIMUM TYP.�5� YP. TYPICAL PASSING AREA LOCATION SCALE: NTS PASSING AREAS NOT TO EXCEED MAXIMUM INTERVAL OF 200'. TYPICAL PASSING AREA DETAIL NOTE: SCALE: 1"=10' T -INTERSECTIONS, CROSSES & DRIVEWAYS ARE ACCEPTABLE PASSING AREAS. 1 10 -- -- - 364 362 360 358 356 354 352 350 348 346 A.P. - ELEV.=354.29 T.C. STA. 10+50.54, C.L. 9.00LT. LINCOLNSHIRE DR. SHEET 2 E.C.R. - ELEV.=354.34 T.C. STA. 10+28.71, C.L. 9.00LT. STA. 10+00.00, C.L. 12 z R- D IN LINCOLNSHIRE DR. SHEET 2 & 3 E.C.R./END 6" CURB/BEGIN TYPE "B" CURB & GUTTER STA. 10+29.37, C.L. 17.00RT.= STA. 10+29.37, F.L. 364 362 360 358 356 354 352 350 348 346 F_C_R_ - FI FV-=3S41R TC 1 IIK1117117 A PARKERHILL DR. SHEET 4 LLJ CURVE TABLE CONSTRUCTION CURVE RADIUS LENGTH TANGENT DELTA 1 20.00' 31.22' 19.80' 89'25'30" 2 20.00' 31.62' 20.20' 90-34'30- (D 20.00' 31.42' 20.00' 90'00'00- G) 20.00' 34.67' 23.55' 9919'13" 5 191.00' 18.85' 9.43' 05'39'21" 6 157.00' 63.84' 32.37' 2317'57" 7 20.00' 30.93' 19.52' 88'35'51" 8 20.00' 30.83' 1 19.42' 8819'40" ( 174.00' 12.78' 1 6.39' 0412'30" 10 NOT USED TAPER NUMBER FOR TAPER DESCRIPTION 11 174.00' 70.76' 35.87' 2317'57" 1© 20.00' 31.22' 19.80' 89'25'30" © 20.00' 31.62' 20.20' 90'34'30" 4 1 20.00' 23.12' 13.04' 6613'20" IN LINCOLNSHIRE DR. SHEET 2 & 3 E.C.R./END 6" CURB/BEGIN TYPE "B" CURB & GUTTER STA. 10+29.37, C.L. 17.00RT.= STA. 10+29.37, F.L. 364 362 360 358 356 354 352 350 348 346 F_C_R_ - FI FV-=3S41R TC 1 IIK1117117 A PARKERHILL DR. SHEET 4 LLJ 0 CONSTRUCTION NOTES: 0 - - - - - - - - - - - - - - - - - - - - - - PROPOSED SAWCUT LIMIT UNE O1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. INTERSECTION L: TS IR STA. 16+27.03, C.L PARKERHILL DR./ BRINDELE BA5/6 Y LN' SHE JULESBURG STREET (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 13 14 15 16 LEGEND: (CONT.) 0 CONSTRUCTION NOTES: 0 - - - - - - - - - - - - - - - - - - - - - - PROPOSED SAWCUT LIMIT UNE O1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. 12 CONSTRUCT PASSING AREA PER DETAIL ON SHEET 8. TS IR FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT FURNISH & INSTALL IRRIGATION CONDUIT O CONSTRUCT 4' STANDARD SIDEWALK PER C.O.B. STD. ST -3. OCONSTRUCT 13 ALLEY ROLL-TOP CURB PER Lit- I o G 0 cn w J D Z FURNISH & INSTALL INTERCONNECT CONDUIT O CONSTRUCT HANDICAP RAMP PER DETAIL ON SHEET 2. M ---r 163 1R5 Tgs FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT O4 CONSTRUCT ON-SITE CURB WITH 12" TOTAL CURB HEIGHT AND 6 CURB 14 CONSTRUCT ALLEY FLUSH CURB PER DETAIL ON SHEET 16. W (00 �- cO v) v rM Z M TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE � FACE PER DETAIL ON SHEET 2. m W Y Q m Qt CURVE NUMBER FOR CURVE DESCRIPTION O CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3. m M PAINT 12" CROSSWALK LINES USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. K%N [DM N w O TAPER NUMBER FOR TAPER DESCRIPTION O SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER. 16 O M O }' 00 M ® ITEM OF WORK -SEE SCHEDULE PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS ..., CALTRANS STANDARD SPECIFICATION 8010-21C-19. Q U) a < CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS N m w 17 PAINT 12" DOTTED WHITE LINE USING THERMOPLASTIC PAINT PER NLLJ MLAr O CONSTRUCT TYPE "M' MEDIAN CURB WITH 14" TOTAL CURB CALTRANS STANDARD SPECIFICATION 8010-21C-19. 0 U CALTRANS TYPE IV ARROW, LEFT OR RIGHT HEIGHT AND 71/2" CURB FACE. I 1-41 w a AS APPLICABLE, TO BE PAINTED CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. In Q CALTRANS TYPE I ARROW O9 COMPACT SUBGRADE TO 90% OF MAX. TO 12" BEYOND GUTTER "0... j AS APPLICABLE, TO BE PAINTED LIP TO A DEPTH OF 12". CALTRANS TYPE VII ARROW w c J r`in NOTES: AS APPLICABLE, TO BE PAINTED 10 PAVEMENT TO BE 0.15 TYPE B„ COLORED A.C. 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN rn U (COLOR TO BE DETERMINED) OVER 0.15' TYPE "B" A.C. (BLACK) IMPROVEMENTS AND DETAILS. J[C) U_WW CAL -TRANS TYPE VI ARROW J w OVER 0.40' CL. II AGG. BASE OVER 0.50' COMPACTED O.G. TO 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. OVER 0.40' CL. it AGG. BASE OVER 0.50' COMPACTED O.G. TO CONSTRUCT 4' WIDE VALLEY GUTTER PER C.O.B. STD. ST -17. BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 11 PAVEMENT TO BE 0.50' PORTLAND CONCRETE CEMENT OVER N ci �O M 0.40' CL. II AGG. BASE OVER 0.50' COMPACTED O.G. TO 90% OF MAX. W 0o J PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. r7 Z p J C J O M Z N. W f 00 I W M II Z= + Or W ILL:co 0 r, �) +_j N + M �' �- W m W (nQ wj c~i>zo t.i c~i> L.i RADE CENTERLI E Ld `" oA w Col S=-0. 9� S=0.50 p S=O. 9% I S=-0.2% PRO OSED EAST FLO NE 1h d YR A »I » LO 613 R I WJ WW M M 4 Jsh-1 �N W W -J I r7 Z 13 14 15 16 LEGEND: (CONT.) 0 CONSTRUCTION NOTES: 0 - - - - - - - - - - - - - - - - - - - - - - PROPOSED SAWCUT LIMIT UNE O1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. 12 CONSTRUCT PASSING AREA PER DETAIL ON SHEET 8. TS IR FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT FURNISH & INSTALL IRRIGATION CONDUIT O CONSTRUCT 4' STANDARD SIDEWALK PER C.O.B. STD. ST -3. OCONSTRUCT 13 ALLEY ROLL-TOP CURB PER Lit- I o G 0 cn w J DETAIL ON SHEET 16. IC FURNISH & INSTALL INTERCONNECT CONDUIT O CONSTRUCT HANDICAP RAMP PER DETAIL ON SHEET 2. :2 ---r 163 1R5 Tgs FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT O4 CONSTRUCT ON-SITE CURB WITH 12" TOTAL CURB HEIGHT AND 6 CURB 14 CONSTRUCT ALLEY FLUSH CURB PER DETAIL ON SHEET 16. W (00 �- cO v) v m IaJ TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE � FACE PER DETAIL ON SHEET 2. m W Y Q m Qt CURVE NUMBER FOR CURVE DESCRIPTION O CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3. 15 PAINT 12" CROSSWALK LINES USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. o_ w O TAPER NUMBER FOR TAPER DESCRIPTION O SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER. 16 O PAINT 12" SOLID WHITE LINE USING THERMOPLASTIC PAINT PER ® ITEM OF WORK -SEE SCHEDULE O PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS ..., CALTRANS STANDARD SPECIFICATION 8010-21C-19. Q U) a < CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS STANDARD SPECIFICATION 8010-21C-19. 17 PAINT 12" DOTTED WHITE LINE USING THERMOPLASTIC PAINT PER PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) O CONSTRUCT TYPE "M' MEDIAN CURB WITH 14" TOTAL CURB CALTRANS STANDARD SPECIFICATION 8010-21C-19. 0 U CALTRANS TYPE IV ARROW, LEFT OR RIGHT HEIGHT AND 71/2" CURB FACE. a AS APPLICABLE, TO BE PAINTED CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. Q CALTRANS TYPE I ARROW O9 COMPACT SUBGRADE TO 90% OF MAX. TO 12" BEYOND GUTTER AS APPLICABLE, TO BE PAINTED LIP TO A DEPTH OF 12". CALTRANS TYPE VII ARROW CONSTRUCT 16'-20' WIDE ALLEY PER C.O.B. STD. ST -12. NOTES: AS APPLICABLE, TO BE PAINTED 10 PAVEMENT TO BE 0.15 TYPE B„ COLORED A.C. 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN (COLOR TO BE DETERMINED) OVER 0.15' TYPE "B" A.C. (BLACK) IMPROVEMENTS AND DETAILS. CAL -TRANS TYPE VI ARROW OVER 0.40' CL. II AGG. BASE OVER 0.50' COMPACTED O.G. TO 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. OVER 0.40' CL. it AGG. BASE OVER 0.50' COMPACTED O.G. TO CONSTRUCT 4' WIDE VALLEY GUTTER PER C.O.B. STD. ST -17. BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 11 PAVEMENT TO BE 0.50' PORTLAND CONCRETE CEMENT OVER 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS 0.40' CL. II AGG. BASE OVER 0.50' COMPACTED O.G. TO 90% OF MAX. PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 4. ADJUST EXISTING SEWER MANHOLES TO FINISHED GRADE. 5. EXISTING POLES TO BE RELOCATED. 6. ALL DRAIN INLETS TO BE CHRISTY U23 CATCH BASIN WITH ALHAMBRA FOUNDARY A2012 BICYCLE PROOF 24"x24" GRATE. SECTION DESIGNATION: SECTION LETTER L-- -- A 2 SHEET WHERE SECTION IS SHOWN 364 362 360 358 356 354 352 350 348 346 0? lq- & U N Yt S �, �,� o Q L r 0#0-07-/f N '3 0O` 0 0 N C7 z w w z CD z W J U CD z r U) 0 z J W. 0 0 Mto 0 � N � 6 00 co \ co Z 0�0 � � 0 o Z Lit- I o G 0 cn w J Q Q �} m F--1 U 000 :2 ---r IH W J CIZ LU = W (00 �- cO v) v m IaJ � m W Y Q m m 2 Q w o y W Iti U H a 0 m¢ 0 • ` N o �y N (n V W t , J ro > U a 6 o Z W ---� (03d H a 0 m¢ 0 • W U d W C7 Of ---� U ., LU > cn w J Q W m F--1 Uj i%i ---r IH W J CIZ LU = 06 Iti o_ w L >- �CO Na J ..., w Q U) a < > J 0 U LU O a Q Z ID U N Of Z b f 0 r, b W 00 N I 04 ii a 0 • W U d W ---� U ., LU > a Q W m F--1 Uj i%i ---r IH W J CIZ LU = 06 Iti w �CO Na J ..., w Q U) a < (� 0 U O a b W 00 N I 04 ii a qq � 8 INTERSECTION STA. 10+00.00, C. SEE DETAIL C FOR SURFACE 15 TREATMENT 1 1 J J U ♦- H J J J U O U p U O U O c3 Cl l U p H O U O U O U O U O E.C.R. - ELEV.=353.13 T.C. 0 0 t -C � r=^r-,,,i �M ►- coo ~o �� ��►-� STA. 10+28.71, C.L. 9.00LT. oo 0' Ln m r m " m �' M m o er O J N J d M J O _I I O J J O J N J M _j " J M M J M M J J M M d' --� '� 'L'04- ' -r LINCOLNSHIRE DR. � c3 to 13 � Lo Lo gi c U I cj M- STILLBROOK DR. � ci I-�- � � � `3 M M M ^ M ^ > �_ SHEET 14 li V- Il ri it N "'d, ' N I -- SHEET 2 u n u II ,� 11 _ _ I� ' w"wo {`�ow� uj Wto wr`-'rn I 11 w� wM rnw°°WN w� 126' 26' J rh J p, I J N J N I N I J O J ,n W m 26' 26' I J m I- J CO I O J O J Q I I , I W+ W+ W+ w+ W+ W+ + I it W+ W+ W+ W+ pw 17 17' O o + .- + + N I N I N • 17' 17' M O M + M .r N + o� I 1 �I �) I { I -"" 1 J f i� 1 � 1 N¢ i� It- 8 "49 UNIT 4 II N F¢_ V ¢I 5 a F¢_ �¢- QI 2' SIDEWALK Q� a F¢ 1 3 j II a a- �'a a < a "'W id lio'� ¢cndcn N R acndcnN EASEMENT N dcnl ¢cnmcn I W I' ¢cn ¢cn Namam N NKj 'o iOD ' °O II .d'n i 1 2 to T N 3 BB LO3 (cn I LOT AA" RAW_- -- -- -- RlW-�--- -- � I - RA_�+- - j I 4 N i N011442"E _111++000 _ 12 00 _ _ 1 2 _13$00 3 _144 000 194.1 / _ 124.00' - 156.00' s co n s s r- 5 A.P. TABLE >� A.P. STATION TC ELEV. FL/TP ELEV. Q STA. 12+77.17, C.L. 17.00LT. 353.99 353.49 Q STA. 12+85.17, C.L. 9.00LT. 353.85 353.35 "49 UNIT 4 II N F¢_ V ¢I 5 a F¢_ �¢- QI 2' SIDEWALK Q� a F¢ 1 3 j II a a- �'a a < a "'W id lio'� ¢cndcn N R acndcnN EASEMENT N dcnl ¢cnmcn I W I' ¢cn ¢cn Namam N NKj 'o iOD ' °O II .d'n i 1 2 to T N 3 BB LO3 (cn I LOT AA" RAW_- -- -- -- RlW-�--- -- � I - RA_�+- - j I 4 N i N011442"E _111++000 _ 12 00 _ _ 1 2 _13$00 3 _144 000 194.1 / _ 124.00' - 156.00' s co n s s r- 5 J L' fi�9� I >� CURVE RADIUS LENGTH TANGENT U -� U JC14 c3 c^O U O ~ N F- O to~ I--• .M- I-- M co N O M O J rn Cj 31.62' M M Lo ° o 3 PARKERHILL DR 31.42' J L' CURVE TABLE >� CURVE RADIUS LENGTH TANGENT DELTA 1 20.00' 31.22' 19.80' 89'25'30" 2 20.00' 31.62' 20.20' 90'34'30" 3 20.00' 31.42' 20.00' 90'00'00" 4 38.00' 34.04' 18.25' 51'19'04" 5 50.00' 11.01' 5.53' 12'36'49" 6 38.00' 34.02' 18.25' 5117'45" 7 38.00' 36.21' 19.61' 54'36'09" 8 50.00' 16.74' 8.45' 19'11'02" 9 50.00' 16.56' 8.36' 18'58'41" 10 38.00' 36.08' 19.53' 54'23'47" 11 38.00' 36.32' 19.68' 54'45'57" 1 50.00' 10.02' 5.03' 11'28'53" 1 38.00' 36.88' 20.04' 55'36'20" 14 500.00' 18.36' 9.18' 02'06'15" 1 824.00' 67.56' 33.80' 04'41'51" 16 824.00' 190.15' 95,50' 13'13'19" J L' ,n oc >� >rn SHEET w+ o0 3 6 SEWER 1 W ,`n w w o 2' 26' co co,{ N 0 of TREATMENT co m� O 3s cn I 3 3 3 11 3 N '� N R1• n G3 Li C, J -1 o + 1 O�W U C.3 L,.1 N C3 C3 ti LJ {i _j 8 u¢�� q II I� C1 W O� I 2' SIDEWALK �� ��; II_ w cj � R N m f- o a ,; 22 + ++ + 23 +; 24 ~ CO EASEMENT � o o Ill 111 c� o t� III III' N III • III ( ` {� of I o' Co EASEMENT � >- ai w � � I o M Co c� o � 27� III '-III �- o (�n O EASEMENT III VIII, III oolll Y U , o o r c C14 cn : o ,,00 M 6 `� "N k - f ^ 23 No��rn TUN IIID m N 2 W r W z \`� N w N N ~ , EASEMENSIDEWAT O Lj N� f*l 0 �� 1 N �- 6 SEWER 9 1 3 6 SEWER 1 N 9 ,,, oo / R FOR SURFACE 15 t0 rn co,{ N R W TREATMENT co m� O 3s cn ui II co 3 3 3 11 3 o �, N R1• n G3 Li C, J 2 R o ILL 3 2 W n i II 2 R II o _j 8 CENTER 9' RAD. ROUNDABOUT q II I� C1 W • nj 2' SIDEWALK II F- c.3 10 -col III `'' w O+ w cj � 2' SIDEWALK c3 f- o wiI w III IDolll c3 2 SIDEWALK i� - Z "+" Z \ w o R/W STA. 9+96.04, C.L.4.00RT. � I Oo ( ~ CO EASEMENT � o o Ill 111 c� o t� III III' N III • III ( 1= o o �^ 24 {� of I z .- O ri 1 25 FcM EASEMENT � >- ai w � � I o M Co c� o � 27� III '-III �- o (�n O EASEMENT III VIII, III oolll Y U , o o r c C14 cn : o ,,00 M o m Co 0 0 w�o�r "N ( D ��� O + 23 No��rn TUN IIID m N N) U W+MI N /� 26 MIZ+ III °OIIII�i ^N 20 VIII NO w J UNIT i v�l�^~�~N m 9 R oDJ I ¢ 1 z + + a SHEET 7 o N W+ + III III U U w w .- 11 _i o o. U Li I U M •- o m et -� -� U U tL III r+ J II '' 111 r -'-r d- U li Y ¢ U tL U t 1 r, I � rn co N o c�i •- .� N �' Its III U ¢ aL J"¢ ¢ J" U ck W Z F= F_ N M d sF d D n Q Q W • (n F- Q N Cn ¢ p Q Q W m r st F M U CO d M U r"� U n U zF- Ui ~ �� ��0606 o m ,n ,n ��� al I cn I' 10u - i- z r- I' lou i-- J u u d u 5 I Cp cp c� N M CV CV N p N to CO {� 1 N CV W C'i CV U O U i� F- r m ZI I 1 Co (o I I N N d I ?� O O p co cc W "M 1= tt) M U 07 M M LINCOLNSHIRE DR. N ;t;t ALLEY 'M" + + N + + ALLEY "K' + + ¢ + + + PARKERHILL DR. " W 5 W oo \� =r \N�rm ��� \ \��':� ����co c"n a � mLi+w+w+ SHEET 2 & 3 a z SHEET 20 o_ d ? SHEET 19 a Z SHEET 4 & 5 ,,; cn J � q: E.C.R./END 6" CURB IN U w � � � z � � U w rQ- IQ- C3 z � � v tQ- � - Lo II + U M U W TYPE "B" CURB & GUTTER CATCH BASIN NO. 20 0; m N N Lai w cn N of m cn to Lai w to N of N to N w co v a a SEE DETAIL Il > L I ¢ a ¢ `' J Lal N 4 O Q N STA. 10+29.37, C.L.17.00RT.= STA. 10+35.92, C.L.17.00RT.= 'UNIT FOR SURFACE 15 w w c3 Q STA. 10+29.37, F.L. STA. 10+35.92, F.L.TREATMENT W + I co + I. - NORMAL NORMAL F.L. ELEV.=351.89 I d DEPRESSED F.L. ELEV.=351.72 v o: M N a Cn 364 362 360 358 356 354 352 350 348 346 10 OAKLEY STREET (PRIVATE STREET) (STA. 10+00.00 TO STA. 22+69.76) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL P03.71T 19+00 CJ O LI O C3 O LI O �� O " W _j r--: -1 O J J Lo U I'd - C3 Lo U In U M ^ M ^ M ^ M M 11 W+W+W+W+ rn rn rn rn a c: : H � 1Q-- � IQ - Q N ¢ O¢ N Q O �N �� I i i it J 3 SEE DETAIL B 1- �� ,,, oo / R FOR SURFACE 15 t0 rn o I' �� TREATMENT co m� ai cfl \ m cn ui II co O o N R1• n G3 Li '- Q �I ILL U 00 m Q cfl Lo _- w c3 0000 U ^ I.- N CD o _j N N U J14 � q II I� C1 W • nj M F= W 3 O+ oN t,7 c3 rn ^ W J i� - Z "+" Z � w N N + CO M omUmW C3 Li + N _I O LnC14 4 JU M U Nt- J C14N woSN c C14 I- II co d- Lo C3 M II � U Q m N W F- Ir 1 LANESFIELD DR. Z� Ocn J 0' W LANESFlELD DR. > N W ui N~ o UNIT M o a" + + a SHEET 7 a. ' ' "I N W+ Lo cj o a' to N z U SHEET 7 m Nd 26' 26' wN I N Lo >^LoU a: F- I N u, N/'�I ' J Lo <C cn a Q \m {-vo�� U li U ti n' cj N W M 7 N (n mU LJ� N L,J_, f/� f>� m D_ (n - O N co Oi r..Zl rA CA u� � ( W O ' 1 26 27 COI +I CO CO 28 ++ DON ++ R 2 W U U I N o: U) N +1 Y +I 2 I C; acnv� M rn M N NNN C4 C-4 2 t0 - 11 -1 Lo M ¢ 2' SIDEWALK a cv Q o F / '- R W-� a cn EASEMENT N R m �' �' N a �' m � J W W w 9 �M O U 1 11 �No 1 2 Z 4 1 N 3 t�a `i F 22+0 Y z CJ O LI O C3 O LI O �� O " W _j r--: -1 O J J Lo U I'd - C3 Lo U In U M ^ M ^ M ^ M M 11 W+W+W+W+ rn rn rn rn a c: : H � 1Q-- � IQ - Q N ¢ O¢ N Q O LEGEND: ABBREVIATIONS FL FLOWL.INE 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 0 FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. @O EXISTING SURVEY MONUMENT FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. �- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. (REFERENCE DETAIL SHEET 14) FURNISH & INSTALL ALLEY LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. (REFERENCE DETAIL SHEET 14) 11 12 13 14 15 16 MA 18 19 11 ria 364 362 360 358 356 354 352 350 348 346 �N �� I i i O 3 SEE DETAIL B 1- �� ,,, oo / R FOR SURFACE 15 o o I' �� TREATMENT co m� ai cfl \ m cn z oo O o �v wv R1• w Q �I ILL U 00 m Q CSI CD o _j N N U J14 � q II I� C1 W O d ,"j O ib M ro nj 1�' 6 T ' 16 ' F= W 3 O+ oN t,7 c3 rn ^ W J i� - Z "+" Z � w N N + CO M omUmW J N Nt- woSN c C14 I- PRIVATE J� rn toco M� �� U Q m N W ¢ O N Q� Ir 1 LANESFIELD DR. Z� Ocn N Lo r") M M �N I PARK N 0. 1 1 N W+ co to N z SHEET 7 I a: F- I N u, N D: J <C cn a Q \m {-vo�� Q U Q (n mU ¢ N N - cm � N O ^ N U N LEGEND: ABBREVIATIONS FL FLOWL.INE 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 0 FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. @O EXISTING SURVEY MONUMENT FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. �- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. (REFERENCE DETAIL SHEET 14) FURNISH & INSTALL ALLEY LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. (REFERENCE DETAIL SHEET 14) 11 12 13 14 15 16 MA 18 19 11 ria 364 362 360 358 356 354 352 350 348 346 rn N O C'4OI vN = i W MED o �� N co ai cfl \ m z oo O o Z w Q �I ILL U 00 m Q CSI CD o _j w co m w �. oN Ofm W Y Q m o w U � w O CO M • I Lo r") M M Lo I I to C71\j O ^ N Y O ro M M Lo M J W W w �M O U W W W w W Vi W M M W W J ev.O co J m CD\ II> O W {� O U W W r W N ap L2 W (� O w W Z W W Of U W U _ O '^" Q I .- F + + + Q Z W _ F to p q to '- '- J o m La �I \� �+ m' I RADE ® CENTERLI E � � � : ? N a I � + \N ^' cc N a Cn (n rZc + = N \N - -- o Q " m PPROXIM TE EXIS NG c� a z m m N - c3 o w RADE 0 CENTERLI E m m ccnn w W -- -- L,j cn z o- - - -- ---- -- - - _ _ S= .52% =-0. 4% S=0.25 PRO OSED T FLO S=0.5 % -0.25% NE S 0.25% M M S=- PROPO D EAST OWLINE : ' W .76% gl (Y Y J W LLJ m � �.- W CV p t0 oc ,n "'- LEGEND: ABBREVIATIONS FL FLOWL.INE 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 0 FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. @O EXISTING SURVEY MONUMENT FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. �- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. (REFERENCE DETAIL SHEET 14) FURNISH & INSTALL ALLEY LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. (REFERENCE DETAIL SHEET 14) 11 12 13 14 15 16 MA 18 19 11 ria 364 362 360 358 356 354 352 350 348 346 r m w0-1 • CL ui c� o C>D v y•o�-'�S CV O W N wQ co LEGEND: (CONT.) LEGEND: CONT.;. CONSTRUCTION NOTES: NOTES: c� W � R1 _____ " °' 1. SEE SEWER AND STORM DRAIN PLANS FOR SfiORM DRAIN O FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: ----------------- PROPOSED SAWCUT LIMIT LINE Ol CONSTRUCT TYPE B CURB & GUTTER PER C.O.B. STD. ST -1. 12 CONSTRUCT PASSING AREA PER DETAIL ON SHEET 8. z �- IMPROVEMENTS AND DETAILS. G }- 1- "R1-1" - STOP 'W31(CA)" - END TS FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT O CONSTRUCT 4' STANDARD SIDEWALK PER C.0.6. STD. ST -3. " "R6-1" - ONE WAY "W14-1' - DEAD END 13 CONSTRUCT ALLEY ROLL-TOP CURB PER 2. LOCAL STREETS - PAVEMENT TO BE 0.20 TYPE B A.C. W "R5-1" - DO NOT ENTER "W14-2" - NO OUTLET IR FURNISH & INSTALL IRRIGATION CONDUIT DETAIL ON SHEET 16. OVER 0.40' CL. II AGG. BASE OVER 0.50' COMPACTED O.G. TO OO p "R26(CA)' - NO PARKING "W1-7" - DOUBLE ARROW O3 CONSTRUCT HANDICAP RAMP PER DETAIL ON SHEET 2. BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. "R3 -5R" - RIGHT TURN ONLY "W1-6' - SINGLE ARROW Ic FURNISH & INSTALL INTERCONNECT CONDUIT � Q CONSTRUCT ON-SITE CURB WITH 12" TOTAL CURB HEIGHT AND 14 CONSTRUCT ALLEY FLUSH CURB PER DETAIL ON SHEET 16. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS Q O "R4-7' -KEEP RIGHT "W1-1" -CURVE ARROW m rg3 res r$s FURNISH & IN TALL SPLICE BOX FOR INTERCONNECT 4 PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. z + q "R81(CA)" -BIKE LANE "W3-3" -SIGNAL AHEAD 6 CURB FACE PER DETAIL ON SHEET 2. "R1-2" - YIELD "W11-2" - PEDESTRIAN TRAFFIC TR3=N0. 3 1 2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE PAINT 12" CROSSWALK LINES USING THERMOPLASTIC PAINT PER O "W16 -7p" - DIAGONAL ARROW PLAQUE Ot CURVE NUMBER FOR CURVE DESCRIPTION O5 CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3. 15 CALTRANS STANDARD SPECIFICATION 8010-21C-19. 4. ADJUST EXISTING SEWER MANHOLES TO FINISHED GRADE. c r C1.% N I - - D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS O1 TAPER NUMBER FOR TAPER DESCRIPTION © SAWCUT EXIST. E.P. 1'', BACK OR AS DIRECTED BY CITY ENGINEER. 16 PAINT 12" SOLID WHITE LINE USING THERMOPLASTIC PAINT PER 5. EXISTING POLES TO BE RELOCATED. m <_ CALTRANS STANDARD SPECIFICATION 8010-21C-19. 6. ALL DRAIN INLETS TO BE CHRISTY U23 CATCH BASIN WITH p ITEM OF WORK - SEE SCHEDULE "cn Op STORM DRAIN MANHOLE -REFER TO SEWER &STORM DRAIN PLANS C;� O PAINT 12 LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS PAINT 12" DOTTED WHITE LINE USING THERMOPLASTIC PAINT PER ALHAMBRA FOUNDARY A2012 BICYCLE PROOF "x24" GRATE. z O� STANDARD SPECIFICATION 8010-21C-19. 17� I- CATCH BASIN -REFER TO SEWER &STORM DRAIN PLANS. CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGSCALTRANS STANDARD SPECIFICATION 8010-21C-19. a_- �t V L��b= '?.� PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) CONSTRUCT TYPE M MEDIAN CURB WITH 14 TOTAL CURB SECTION DESIGNATION: k F' „ . w s SEWER - REFER TO SEWER & STORM DRAIN PLANS ® HEIGHT AND 71/2" CURB FACE. SECn0N LEM CALTRANS TYPE IV ARROW, LEFT OR RIGHT `s _ `Y y;d It `, fes. •.Q O SO SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. AS APPLICABLE, TO BE PAINTED CONSTRUCT 12 WIDE CROSS GUTTER PER C.O.B. STD. ST -17. _ A: µ±e o O COMPACT SUBGRADE TO 90% OF MAX. TO 12" BEYOND - - - 2 '� " _ CALTRANS TYPE I ARROW12". � �` � © SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. GUTTER LIP TO A DEPTH OF SHEET WHERE SECTION IS SHOWN ; AS APPLICABLE, TO BE PAINTED F'..p. 6 " _.- _ • - TRACT BOUNDARY CONSTRUCT 16'-20' WIDE ALLEY �� PER C.O.B. STD. ST -12. M CALTRANS TYPE VII ARROW PAVEMENT TO BE 0.15 TYPE B COLORED A.C. N UNIT BOUNDARY AS APPLICABLE, TO BE PAINTED 1 O COLOR TO BE DETERMINED OVER 0.15 TYPE B A.C. BLACK �a CAL -TRANS TYPE VI ARROW OVER 0.40' CL. II AGG. BASE OVER 0.50' COMPACTED O.G. TO ���_ � O, C 'L;`� �a � W BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. CONSTRUCT 4' WIDE VALLEY GUTTER PER C.O.B. STD. ST -17. I PAVEMENT TO BE 0.50' PORTLAND CONCRETE CEMENT OVERn N N 11 0.40' CL. II AGG. BASE OVER 0.50' COMPACTED O.G. TO 90% OF MAX. ht Ru U j IL 0 4 rn N O C'4OI vN = i W MED o �� N co ai cfl \ m z oo O o Z w Q �I ILL U 00 m Q .. _j w co m w �. oN Ofm W Y Q m o w U w � U r m w0-1 • CL ui c� o C>D v y•o�-'�S CV O W N wQ co LEGEND: (CONT.) LEGEND: CONT.;. CONSTRUCTION NOTES: NOTES: c� W � R1 _____ " °' 1. SEE SEWER AND STORM DRAIN PLANS FOR SfiORM DRAIN O FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: ----------------- PROPOSED SAWCUT LIMIT LINE Ol CONSTRUCT TYPE B CURB & GUTTER PER C.O.B. STD. ST -1. 12 CONSTRUCT PASSING AREA PER DETAIL ON SHEET 8. z �- IMPROVEMENTS AND DETAILS. G }- 1- "R1-1" - STOP 'W31(CA)" - END TS FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT O CONSTRUCT 4' STANDARD SIDEWALK PER C.0.6. STD. ST -3. " "R6-1" - ONE WAY "W14-1' - DEAD END 13 CONSTRUCT ALLEY ROLL-TOP CURB PER 2. LOCAL STREETS - PAVEMENT TO BE 0.20 TYPE B A.C. W "R5-1" - DO NOT ENTER "W14-2" - NO OUTLET IR FURNISH & INSTALL IRRIGATION CONDUIT DETAIL ON SHEET 16. OVER 0.40' CL. II AGG. BASE OVER 0.50' COMPACTED O.G. TO OO p "R26(CA)' - NO PARKING "W1-7" - DOUBLE ARROW O3 CONSTRUCT HANDICAP RAMP PER DETAIL ON SHEET 2. BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. "R3 -5R" - RIGHT TURN ONLY "W1-6' - SINGLE ARROW Ic FURNISH & INSTALL INTERCONNECT CONDUIT � Q CONSTRUCT ON-SITE CURB WITH 12" TOTAL CURB HEIGHT AND 14 CONSTRUCT ALLEY FLUSH CURB PER DETAIL ON SHEET 16. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS Q O "R4-7' -KEEP RIGHT "W1-1" -CURVE ARROW m rg3 res r$s FURNISH & IN TALL SPLICE BOX FOR INTERCONNECT 4 PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. z + q "R81(CA)" -BIKE LANE "W3-3" -SIGNAL AHEAD 6 CURB FACE PER DETAIL ON SHEET 2. "R1-2" - YIELD "W11-2" - PEDESTRIAN TRAFFIC TR3=N0. 3 1 2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE PAINT 12" CROSSWALK LINES USING THERMOPLASTIC PAINT PER O "W16 -7p" - DIAGONAL ARROW PLAQUE Ot CURVE NUMBER FOR CURVE DESCRIPTION O5 CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3. 15 CALTRANS STANDARD SPECIFICATION 8010-21C-19. 4. ADJUST EXISTING SEWER MANHOLES TO FINISHED GRADE. c r C1.% N I - - D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS O1 TAPER NUMBER FOR TAPER DESCRIPTION © SAWCUT EXIST. E.P. 1'', BACK OR AS DIRECTED BY CITY ENGINEER. 16 PAINT 12" SOLID WHITE LINE USING THERMOPLASTIC PAINT PER 5. EXISTING POLES TO BE RELOCATED. m <_ CALTRANS STANDARD SPECIFICATION 8010-21C-19. 6. ALL DRAIN INLETS TO BE CHRISTY U23 CATCH BASIN WITH p ITEM OF WORK - SEE SCHEDULE "cn Op STORM DRAIN MANHOLE -REFER TO SEWER &STORM DRAIN PLANS C;� O PAINT 12 LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS PAINT 12" DOTTED WHITE LINE USING THERMOPLASTIC PAINT PER ALHAMBRA FOUNDARY A2012 BICYCLE PROOF "x24" GRATE. z O� STANDARD SPECIFICATION 8010-21C-19. 17� I- CATCH BASIN -REFER TO SEWER &STORM DRAIN PLANS. CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGSCALTRANS STANDARD SPECIFICATION 8010-21C-19. a_- �t V L��b= '?.� PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) CONSTRUCT TYPE M MEDIAN CURB WITH 14 TOTAL CURB SECTION DESIGNATION: k F' „ . w s SEWER - REFER TO SEWER & STORM DRAIN PLANS ® HEIGHT AND 71/2" CURB FACE. SECn0N LEM CALTRANS TYPE IV ARROW, LEFT OR RIGHT `s _ `Y y;d It `, fes. •.Q O SO SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. AS APPLICABLE, TO BE PAINTED CONSTRUCT 12 WIDE CROSS GUTTER PER C.O.B. STD. ST -17. _ A: µ±e o O COMPACT SUBGRADE TO 90% OF MAX. TO 12" BEYOND - - - 2 '� " _ CALTRANS TYPE I ARROW12". � �` � © SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. GUTTER LIP TO A DEPTH OF SHEET WHERE SECTION IS SHOWN ; AS APPLICABLE, TO BE PAINTED F'..p. 6 " _.- _ • - TRACT BOUNDARY CONSTRUCT 16'-20' WIDE ALLEY �� PER C.O.B. STD. ST -12. M CALTRANS TYPE VII ARROW PAVEMENT TO BE 0.15 TYPE B COLORED A.C. N UNIT BOUNDARY AS APPLICABLE, TO BE PAINTED 1 O COLOR TO BE DETERMINED OVER 0.15 TYPE B A.C. BLACK �a CAL -TRANS TYPE VI ARROW OVER 0.40' CL. II AGG. BASE OVER 0.50' COMPACTED O.G. TO ���_ � O, C 'L;`� �a � W BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. CONSTRUCT 4' WIDE VALLEY GUTTER PER C.O.B. STD. ST -17. I PAVEMENT TO BE 0.50' PORTLAND CONCRETE CEMENT OVERn N N 11 0.40' CL. II AGG. BASE OVER 0.50' COMPACTED O.G. TO 90% OF MAX. ht Ru U j IL 0 4 N C'4OI vN = i W th > U �o �� p, ZW c� r m w0-1 • CL ui c� o C>D v y•o�-'�S CV O W N wQ co LEGEND: (CONT.) LEGEND: CONT.;. CONSTRUCTION NOTES: NOTES: c� W � R1 _____ " °' 1. SEE SEWER AND STORM DRAIN PLANS FOR SfiORM DRAIN O FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: ----------------- PROPOSED SAWCUT LIMIT LINE Ol CONSTRUCT TYPE B CURB & GUTTER PER C.O.B. STD. ST -1. 12 CONSTRUCT PASSING AREA PER DETAIL ON SHEET 8. z �- IMPROVEMENTS AND DETAILS. G }- 1- "R1-1" - STOP 'W31(CA)" - END TS FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT O CONSTRUCT 4' STANDARD SIDEWALK PER C.0.6. STD. ST -3. " "R6-1" - ONE WAY "W14-1' - DEAD END 13 CONSTRUCT ALLEY ROLL-TOP CURB PER 2. LOCAL STREETS - PAVEMENT TO BE 0.20 TYPE B A.C. W "R5-1" - DO NOT ENTER "W14-2" - NO OUTLET IR FURNISH & INSTALL IRRIGATION CONDUIT DETAIL ON SHEET 16. OVER 0.40' CL. II AGG. BASE OVER 0.50' COMPACTED O.G. TO OO p "R26(CA)' - NO PARKING "W1-7" - DOUBLE ARROW O3 CONSTRUCT HANDICAP RAMP PER DETAIL ON SHEET 2. BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. "R3 -5R" - RIGHT TURN ONLY "W1-6' - SINGLE ARROW Ic FURNISH & INSTALL INTERCONNECT CONDUIT � Q CONSTRUCT ON-SITE CURB WITH 12" TOTAL CURB HEIGHT AND 14 CONSTRUCT ALLEY FLUSH CURB PER DETAIL ON SHEET 16. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS Q O "R4-7' -KEEP RIGHT "W1-1" -CURVE ARROW m rg3 res r$s FURNISH & IN TALL SPLICE BOX FOR INTERCONNECT 4 PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. z + q "R81(CA)" -BIKE LANE "W3-3" -SIGNAL AHEAD 6 CURB FACE PER DETAIL ON SHEET 2. "R1-2" - YIELD "W11-2" - PEDESTRIAN TRAFFIC TR3=N0. 3 1 2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE PAINT 12" CROSSWALK LINES USING THERMOPLASTIC PAINT PER O "W16 -7p" - DIAGONAL ARROW PLAQUE Ot CURVE NUMBER FOR CURVE DESCRIPTION O5 CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3. 15 CALTRANS STANDARD SPECIFICATION 8010-21C-19. 4. ADJUST EXISTING SEWER MANHOLES TO FINISHED GRADE. c r C1.% N I - - D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS O1 TAPER NUMBER FOR TAPER DESCRIPTION © SAWCUT EXIST. E.P. 1'', BACK OR AS DIRECTED BY CITY ENGINEER. 16 PAINT 12" SOLID WHITE LINE USING THERMOPLASTIC PAINT PER 5. EXISTING POLES TO BE RELOCATED. m <_ CALTRANS STANDARD SPECIFICATION 8010-21C-19. 6. ALL DRAIN INLETS TO BE CHRISTY U23 CATCH BASIN WITH p ITEM OF WORK - SEE SCHEDULE "cn Op STORM DRAIN MANHOLE -REFER TO SEWER &STORM DRAIN PLANS C;� O PAINT 12 LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS PAINT 12" DOTTED WHITE LINE USING THERMOPLASTIC PAINT PER ALHAMBRA FOUNDARY A2012 BICYCLE PROOF "x24" GRATE. z O� STANDARD SPECIFICATION 8010-21C-19. 17� I- CATCH BASIN -REFER TO SEWER &STORM DRAIN PLANS. CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGSCALTRANS STANDARD SPECIFICATION 8010-21C-19. a_- �t V L��b= '?.� PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) CONSTRUCT TYPE M MEDIAN CURB WITH 14 TOTAL CURB SECTION DESIGNATION: k F' „ . w s SEWER - REFER TO SEWER & STORM DRAIN PLANS ® HEIGHT AND 71/2" CURB FACE. SECn0N LEM CALTRANS TYPE IV ARROW, LEFT OR RIGHT `s _ `Y y;d It `, fes. •.Q O SO SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. AS APPLICABLE, TO BE PAINTED CONSTRUCT 12 WIDE CROSS GUTTER PER C.O.B. STD. ST -17. _ A: µ±e o O COMPACT SUBGRADE TO 90% OF MAX. TO 12" BEYOND - - - 2 '� " _ CALTRANS TYPE I ARROW12". � �` � © SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. GUTTER LIP TO A DEPTH OF SHEET WHERE SECTION IS SHOWN ; AS APPLICABLE, TO BE PAINTED F'..p. 6 " _.- _ • - TRACT BOUNDARY CONSTRUCT 16'-20' WIDE ALLEY �� PER C.O.B. STD. ST -12. M CALTRANS TYPE VII ARROW PAVEMENT TO BE 0.15 TYPE B COLORED A.C. N UNIT BOUNDARY AS APPLICABLE, TO BE PAINTED 1 O COLOR TO BE DETERMINED OVER 0.15 TYPE B A.C. BLACK �a CAL -TRANS TYPE VI ARROW OVER 0.40' CL. II AGG. BASE OVER 0.50' COMPACTED O.G. TO ���_ � O, C 'L;`� �a � W BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. CONSTRUCT 4' WIDE VALLEY GUTTER PER C.O.B. STD. ST -17. I PAVEMENT TO BE 0.50' PORTLAND CONCRETE CEMENT OVERn N N 11 0.40' CL. II AGG. BASE OVER 0.50' COMPACTED O.G. TO 90% OF MAX. ht Ru U j IL 0 4 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. @O EXISTING SURVEY MONUMENT FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. �- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. (REFERENCE DETAIL SHEET 14) FURNISH & INSTALL ALLEY LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. (REFERENCE DETAIL SHEET 14) 2' SIDEWALK I EASEMENT } I J STANDARD SIDEWALK LANDSCAPE AREA CL OAKLEY ST. (STA. 33+25.99 TO STA. 33+59.70) I 364 362 360 358 356 354 352 350 348 346 16.75'-22.65" W11-2 14 W16 -7P - . F"s CL OAKLEY ST. (STA. 32+49.94 TO STA. 33+25.99) 1 /-CURB & 0.20' A.C. PAVING J 0.40' CL it AGG. BASE 0.50' COMPACTED O.G. TO 95% RELATIVE DENSITY SECTION SCALE: 1" = 10' HORIZ. 1" = 5' VERT. 34'-39.65' VARIES 1 17' O'-8' 1 6'-14' LEGEND: (CONT.) LEGEND: (CONT.) CONSTRUCTION NOTES: R1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: ---------------------- PROPOSED SAWCUT LIMIT LINE O1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. 12 CONSTRUCT PASSING AREA PER DETAIL ON SHEET 8. "R1-1" - STOP "W31(CA)" - END TS FURNISH & INSTALL TRAFFIC SIGNAL CONDUITCONSTRUCT 2' WIDE INVERT GUTTER PER DETAIL ON SHEET ? "R6-1" - ONE WAY "W14-1" - DEAD END O2 CONSTRUCT 4 STANDARD SIDEWALK PER C.O.B. STD. ST -3. 13 COMPACT SUBGRADE TO 90% OF MAX. TO 12" BEYOND "R5-1" - DO NOT ENTER "W14-2" - NO OUTLET 1R FURNISH & INSTALL IRRIGATION CONDUIT GUTTER LIP TO A DEPTH OF 12". "R26(CA)" - NO PARKING "W1-7" - DOUBLE ARROW O3 CONSTRUCT HANDICAP RAMP PER DETAIL ON SHEET 2. "R3 -5R" - RIGHT TURN ONLY "W1-6" - SINGLE ARROW 1C FURNISH & INSTALL INTERCONNECT CONDUIT 14 CONSTRUCT ALLEY FLUSH CURB PER DETAIL ON SHEET 16. �• ��`�� "R4-7" - KEEP RIGHT "W1-1" - CURVE ARROW CONSTRUCT ON-SITE CURB WITH 12" TOTAL CURB HEIGHT AND � o s R81 CA " - BIKE LANE "W3-3" - SIGNAL AHEAD rg3 r -s rgs FURNISH & IN TALL SPLICE BOX FOR INTERCONNECT 4 +� c��,,� Q ( ) TR3=N0. 3 1%S2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE 6 CURB FACE PER DETAIL ON SHEET 2. 15 PAINT 12" CROSSWALK LINES USING THERMOPLASTIC PAINT PER "i* ��� "R1-2" -YIELD "W11-2" - PEDESTRIAN TRAFFIC CALTRANS STANDARD SPECIFICATION 8010-21 C-19. "W16 -7p" -DIAGONAL ARROW PLAQUE (�1 CURVE NUMBER FOR CURVE DESCRIPTION O5 CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3. c: � ,` o -F- � o� -- o STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS O1 TAPER NUMBER FOR TAPER DESCRIPTION O SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER.16 PAINT 12" SOLID WHITE LINE USING THERMOPLASTIC PAINT PER �D STORM DRAIN MANHOLE -REFER TO SEWER &STORM DRAIN PLANS ® ITEM OF WORK -SEE SCHEDULE CALTRANS STANDARD SPECIFICATION 8010-21 C-19. OPAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS N. 7 STANDARD SPECIFICATION 8010-21C-19. �� PAINT 12" DOTTED WHITE LINE USING THERMOPLASTIC PAINT PER CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS CALTRANS STANDARD SPECIFICATION 8010-21C-19. �\ PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) CONSTRUCT TYPE "M' MEDIAN CURB WITH 14" TOTAL CURB S SEWER - REFER TO SEWER & STORM DRAIN PLANS O HEIGHT AND 71/2 CURB FACE. CALTRANS TYPE IV ARROW, LEFT OR RIGHT SO SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. AS APPLICABLE, TO BE PAINTED O ST -17. © SEWER CLEANOUT -REFER TO SEWER &STORM DRAIN PLANS. CALTRANS TYPE I ARROW LIP TO A DEPTH OF I x"�v,C Eu��N�t� �9 \��Al �_ \ AS APPLICABLE, TO BE PAINTED 8 ��\ N,c�s ` ■� TRACT BOUNDARY CONSTRUCT 16'-20' WIDE ALLEY PER C.O.B. STD. ST -12. CALTRANS TYPE VII ARROW 1• " PAVEMENT TO BE 0.15 TYPE B COLORED A.C. •'� � `� � ` ` UNIT BOUNDARY AS APPLICABLE, TO BE PAINTED l O 0 ,� sT (COLOR TO BE DETERMINED) OVER 0.15 TYPE B A.C. (BLACK) �Q SPq 3s 2• `\ ` <4' �j CAL -TRANS TYPE VI ARROW OVER 0.40' CL. II AGG. BASE OVER 0.50' COMPACTED O.G. TO SECTION DESIGN r�'0 h`� 3S x3 F `S/O\� _k.oQ� BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST-9y�EcoLErEoRcx¢2 g6S6�MF�T` s -17. Lc ��'41' CONSTRUCT 4' WIDE VALLEY GUTTER PER C.O.B. STD. ST O MA\/r\APKlT -r MA CAS AAI1 ^KArklT / M ? �o l� 12' SIDEWALK } EASEMENT I I i 2% MIN. I LANDSCAPE STANDARD SIDEWALK CURB & GUTTER AREA 2' SIDEWALK EASEMENT VARIES VARIES VARIES 4' WIDE INVERT I GUTTER � (PRIVATE STREET) f w I Z T.P. ELEV. 0 (STA. 22+69.76 TO STA. 34+90.47) CURB 2% MIN. I 364 2% SCALE: 1" = 50' HORIZONTAL STANDARD SIDEWALK 355.72 LANDSCAPE AREA 0.20' A.C. PAVING 0.50' P.C.C. (PORTLAND CEMENT CONC.) 0.40' CL. If AGG. BASE 0.40' CL. II AGG. BASE 0.50' COMPACTED O.G. 0.50' COMPACTED O.G. TO 95% RELATIVE DENSITY TO 90% RELATIVE DENSITY nrn�n►� / C LANDSCAPE 35' 2' SIDEWALK LOT AREASEASEMENT 18' 0'-8' 6'-14' 5 VARIES VARIES 4' WIDE INVERT GUTTER T' I I WC) ' I C j 2% MIN. CURB CURB 2% MIN. 2% cv 2% STANDARD SIDEWALK LANDSCAPE AREA 0.20' A.C. PAVING 0.40' CL II AGG. BASE 00.50' P.C.C. (PORTLAND CEMENT CONC.) 0.0.40' CL. II AGG. BASE TO 9 COMPACTED O.G. 0.50' COMPACTED O.G. TO 95% RELATIVE DENSITY TO 90% RELATIVE DENSITY q OAKLEY ST. (STA. 33+59.70 TO STA.34+46..533)) �rnTl n► 1 / � cwn o 6. ALL DRAIN INLETS TO BE CHRISTY U23 CATCH BASIN WITH OAKLEY STREET TABLE E.C. (PRIVATE STREET) T.C. ELEV. T.P. ELEV. Q (STA. 22+69.76 TO STA. 34+90.47) 356.10 364 Q SCALE: 1" = 50' HORIZONTAL 356.22 355.72 30 1" = 5' VERTICAL 355.70 355.20 Q NOT USED 269.00' 362 STA. 35+53.43, C.L. 1.00LT. 355.87 355.37 360 NOTES: 355.65 355.15 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN 355.60 358 90'00'00" IMPROVEMENTS AND DETAILS. 815.00' 6.01' 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. © 356 51.53' OVER 0.40' CL. II AGG. BASE OVER 0.50' COMPACTED O.G. TO 118.06'10" 4 841.00' BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. 'ST -9. 354 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS 179.52' 133.30' 218'50'42" PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 20.00' 352 4. ADJUST EXISTING SEWER MANHOLES TO FINISHED GRADE. CCS 447.00' 5. EXISTING POLES TO BE RELOCATED. 16'42'09" 350 6. ALL DRAIN INLETS TO BE CHRISTY U23 CATCH BASIN WITH 10 I�2 I:t rA I OF E.C. MEDIAN TABLE E.C. STATION T.C. ELEV. T.P. ELEV. Q STA. 33+60.69, C.L. 4.95LT. 356.10 355.60 Q STA. 34+14.16, C.L. 17.83LT. 356.22 355.72 30 STA. 35+49.33, C.L. 44.61LT. 355.70 355.20 Q NOT USED 269.00' 05 STA. 35+53.43, C.L. 1.00LT. 355.87 355.37 © STA. 34+50.02, C.L. 1.00LT. 355.65 355.15 Q STA. 33+61.11, C.L. 1.00LT. 355.60 355.10 10 I�2 I:t rA I OF CURVE TABLE Z CURVE TABLE 0 CURVE RADIUS LENGTH TANGENT DELTA CURVE RADIUS LENGTH TANGENT DELTA 1 815.00' 28.55' 14.28' 02'00'26" 19 269.00' 67.91' 34.13' 14'27'50" 2 807.00' 68.22' 34.13' 04'50'36" 20.00' 31.42' 20.00' 90'00'00" 3 815.00' 6.01' 3.00' 00'25'20" © 25.00' 51.53' 41.69' 118.06'10" 4 841.00' 126.41' 63.33' 08'36'44" W 47.00' 179.52' 133.30' 218'50'42" 16 5 20.00' 25.35' 14.70' 72'37'01" CCS 447.00' 130.31' 65.62' 16'42'09" � 20.00' 37.48' 27.22' 107'22'59" 4 816.00' 643.34' 339.44' 4510'21" 7 782.00' 89.42' 44.76' 06'33'05" J 2.00' 5.86' 18.77' 167-50-01- 8 790.00' 13.32' 6.66' 00'57'58" 295.00' 53.66' 26.91' 10'25'21" 9 782.00' 89.50' 1 44.80' 06'33'27" 22.00' 73.24' - 190'433" 10 790.00' 4.86' 2.43' 00'21'09" 'q NOT USED 11 20.00' 32.17' 20.77' 92'09'30" 429.00' 88.70' 44.51' 11'50'48" 1 20.00' 32.38' 20.99' 92'45'15" N 824.00' 67.56' 33.80' 04'41'51" 1 790.00' 11.21' 5.61' 00'48'47" 31 824.00' 122.59' 61.41' 08'31'28" 4 782.00' 111.36' 55.77' 08'09'33" 799.00' 257.72' 129.99' 18'28'50" 1 790.00' 18.27' 9.13' 0119'29" i 799.00' 357.24' 181.66' 2537'03" 16 782.00' 79.64' 39.85' 05'50'06" ® 799.00' 14.98' 7.49' 01'04'27" 1© 277.00' 9.90' 4.95' 02'02'49" ® 799.00' 629.94' 332.37' 4510'21" 1 277.00' 1 5.11' 1 2.56' 1 01'03'29" ® 430.00' 125.35' 63.12' 16'42'08" ® 824.00' 20.00' 20.00' .190.15' 25.65' 41.94' 95.50' 14.93' 34.75' 1313'19" 7328'10" 120'09'38" Io cn 364 362 360 358 356 UIt0 z Q coo Z co 0 Neito i 14) to L0 _> M 1- 0 to O CL 0 N C✓ Z w 00 \ Z 00 W > Q 0 O o z L`I o w Q a + U 0 Q D .. J \ W co �p F- m Ld W L7 Ld } m m o CCS � CO � U a� Cn Q C O tiLLJ J O 1111113. r Q 4 PM 0 co+ Own 'q co c%1 IN " U� Nola F -a cl), V N J U- O U s Q FN - a. I M. W I W04Q N BEEI-0 U) LL 0 wl- N -in 0 &_3 11121mme- ft"MIR.- Miami N RIMMIMM. ====I E too -OR �w_ Im m��p-.wMm- PWW--."O-gmmmm MENNEN 364 362 360 358 356 UIt0 z Q - - 07-/4f -Ito Ut-A rrs -S, wt'l 22 23 24 25 26 27 28 29 30 1 31 32 33 34 35 36 �_ 0� coo Z co 0 Neito i 14) to L0 _> M 1- 0 to O CL 0 N C✓ Z w 00 \ Z 00 W > Q 0 O o z L`I o w Q a + U 0 Q D .. J \ W co �p F- m Ld W L7 Ld } m m o CCS � CO � U - - 07-/4f -Ito Ut-A rrs -S, wt'l 22 23 24 25 26 27 28 29 30 1 31 32 33 34 35 36 �_ 0� Z co Neito i W �-► ro _> U Q to O CL CJ C✓ Z w t1" ., W > - - 07-/4f -Ito Ut-A rrs -S, wt'l 22 23 24 25 26 27 28 29 30 1 31 32 33 34 35 36 �_ 0� �-Laa3 I, Z U s[ d �-► Lu t1" ., W > Q a + O W W 1x: CCS � CO a� Cn Q C O tiLLJ J O r Q 4 0 co+ N" 'q co c%1 IN " U� o z F -a cl), V N J U- O U s Q FN - W I W04Q N �_ U) LL 0 �-Laa3 I, Uc)\9., 5cx �iz --)1611 110 KOVwvr1, eLb 45 23 B Y ST. SHEET 13 -�� 11 nN 1 In - 22 ��' � E.C.R.ZEND 6" CURB/BEGIN 8 o ALLEY "A" STA. 12+27.16, C.L. 13.00RT. 355.87 355.37 TYPE B" CURB & GUTTER 11 r__ rn STA. 10+29.00, C.L. 17.00LT.= II , "R26(CA)" - NO PARKING "W1-7" - DOUBLE ARROW STA. 10+29.00, F.L. i I 1 0110P.1 CE INTERSECTION I ` STA. 10+00.00, C.L. If ! 1 E.C.R. - ELEV.=356.38 T.C. ii I - STA. 10+29.00, C.L. 9.00RT. ! o III 1 !II Illi¢ li 1 no fJ II I I + CV 21 'I w I N III �� I1L Q N l z R sl N U) D I Z N 20 � r¢- cn to VIZI jIi ¢ 11 i . BARROWBY ST. SHEET 12 _ 171.00' _ S88'45'18"E 11 UNC 5 P -R� STATION TC ELEV. FL/TP ELEV. 8 o ALLEY "A" STA. 12+27.16, C.L. 13.00RT. 355.87 355.37 I cn r__ rn SHEET 16 115' "R26(CA)" - NO PARKING "W1-7" - DOUBLE ARROW 90'00'00" 2' SIDEWALK 1 0110P.1 I 27.22' } CU U Ci u: II ill 0 O M d' ¢p a Zca uj Qoo �dM o III 1 !II Illi¢ o �� I� O � uM 1� + CV ++ IIIFN Ills Ilrst III �� I1L Q N C3 ^\'- ^ = N U) a; � I J 2' SIDEWALK Z EASEMENT -� w cn M M � r¢- cn to VIZI jIi ¢ 11 i . _ 171.00' _ S88'45'18"E 11 MEDALLION DRIVE (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL �I V -R� STATION TC ELEV. FL/TP ELEV. UNpill STA. 12+27.16, C.L. 13.00RT. 355.87 355.37 I I r__ rn "R5-1" - DO NOT ENTER "W14-2" - NO OUTLET III CD "R26(CA)" - NO PARKING "W1-7" - DOUBLE ARROW 90'00'00" 2' SIDEWALK 20.00' J 27.22' R w Mi5'u>,, O O^ in 0 O STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS o II o o o M O � uM � o O w EASEMENT w oo c� w CD v N n 83.00' Mj 11 UJI _j J> N U) a; � ^ '_' EASEMENT C) O '^ Ci '- � �� ALLEY "C"Z J Ci Li W o � Ula. � 23- C7 r -z �-- N M 1 c5 •- `` SHEET 17 u) w L6 -,l -4 U o o r N J ¢ Q 00 J ! 0110.!,cn �p III I � �� L_ 00 CO c,000,_Q w Q o0 00 -3 po .1 cj Ci ti J o o rn rn U II ' III iU L, + V) 14 + +i U" p w Q o0 0 o III �� c cs O III W I III �¢ U M �� dacta U.) aQ SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY' CITY ENGINEER. + 0i + 3 ' �z 32Uw a U ~ra- > N + IIpN �III� Ilii III-{ 1 -f -Ow incnZQ Q UZ 1..iw I -F- v)cn M .- - - }I I>11 NN w M �ursY !III M O O d• N 6. _ M II .-.- MMt�MM + M II d" Lq II ; co M II0 DOTTED WHITE LINE USING THERMOPLASTIC PAINT PER j LO J 2' S EWA Ci z i t.-2 d 2' SIDEWALK ¢ VIZI II! iO EA MEN - `n'' w U) V) N EASEMENT a' jlll O '_ WMWF_ 2 SECTION DESIGNATION: W LO ® o+w o+ R p+� o , i I -- "i A + w 1 1 6 SEWER 1 6" 9- C" 150.00' ¢ w 130.00' + 12t -OF _ - �- 13+00 + - 14 0 MEDALLION DRIVE (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL �I V -R� STATION TC ELEV. FL/TP ELEV. Q STA. 12+27.16, C.L. 13.00RT. 355.87 355.37 I I 1 "R5-1" - DO NOT ENTER "W14-2" - NO OUTLET 31.42' "R26(CA)" - NO PARKING "W1-7" - DOUBLE ARROW 90'00'00" 2' SIDEWALK 20.00' "R4-7" - KEEP RIGHT "W1-1" - CURVE ARROW 27.22' R w Mi5'u>,, C> 0 2' SIDEWALK STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS o N o jii iij ci I � o � o Mo. w EASEMENT w oo c� w CD v IX o cS w C> o 83.00' JJ //yy�� W O a; � ^ '_' EASEMENT r, '^ Ci '- � o o w � 'h '- Iu u, o III Mi ri '� � 23- � •- c� r- �-- N M 1 c5 •- 1-i � � •- 2 J c5 Ci 1 � p ID •- O O -1 `t 00 ¢ M -i oD � � -j ill III III I � a`so M 00-j -3 po a0 I` rn J i 10 a o o � C" �J o l n '01aN �co A ¢¢d 14 � U" n U III III � r•� U L U u') NinZm cd NN U.) LO SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY' CITY ENGINEER. • Lo _j SOLID WHITE LINE USING THERMOPLASTIC PAINT PER 1 U-) Ci _M IIMM _ CALTRANS M _ CO - II Uj o o I>11 ITEM OF WORK - SEE SCHEDULE M o' p II o o M O O d• N 6. _ M II o o MMt�MM + M II d" Lq II ,� co M II0 DOTTED WHITE LINE USING THERMOPLASTIC PAINT PER j LO J ,°n° j J M> -w M W ! 0' 1 1 I� 1 W J N J N^ w2w w [D O '_ WMWF_ SECTION DESIGNATION: W LO ® o+w o+ w p+� o , + " "i A + w + w + ¢ w +w ¢ w +w �,l + ¢ w + Ir -I-- q "` I�w+ALLEY O COMPACT SUBGRADE TO 90%, OF MAX. TO 12 BEYOND�._ =1� ISN ,c,� CALTRANS TYPE I ARROW GUTTER LIP TO A DEPTH OF 12". �,� o a o r- a r- a Q l F- a F- SHEET 16 v q r- a ¢ a d F- a a a: 1- CONSTRUCT 16'-20' WIDE ALLEY PER C.O.B. STD. ST -12. Q (n Q (n Q to a. < m to 41 N Q N Q N Q N Q cn Q N AS APPLICABLE, TO BE PAINTED Q cn r, 333' , as CAL -TRANS TYPE VI ARROW OVER 0.40 CL. II AGG. BASE OVER 0.50 COMPACTED Q.G. TO x; 6-3.. ` BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. Uf��` 5¢� CONSTRUCT 4' WIDE VALLEY GUTTER PER C.O.B. STD. ST-17.�'�s MEDALLION DRIVE (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL �I V A.P. STATION TC ELEV. FL/TP ELEV. Q STA. 12+27.16, C.L. 13.00RT. 355.87 355.37 Q STA. 12+31.16, C.L. 17.00RT. 355.94 355.44 1 "R5-1" - DO NOT ENTER "W14-2" - NO OUTLET 31.42' "R26(CA)" - NO PARKING "W1-7" - DOUBLE ARROW 90'00'00" II 20.00' "R4-7" - KEEP RIGHT "W1-1" - CURVE ARROW 27.22' J 3 o J J 51. •1 STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS CD N Co M � 26 \\ s SEWER - REFER TO SEWER & STORM DRAIN PLANS SQ Mo. .., � II EM. G 2528'09" J -j 83.00' JJ //yy�� W O JJMJ _i -1 `26 ^�• 22.53' Ci 4: 64'31'51" C3 ri m Z o ti W W u 06'28'04" 10 O O 32.17' c; 92'09'30" NNwJ l O^ , Z 20.99' O O 4 00 ¢ MM MEN O 20.00' 1 46.66' 46.75' 133'40'52 M 00-j COQ co i1 i ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS E E 0- PgAw �� -� '01aN �co A ¢¢d PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. Qt �dd���¢a w CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3. CALTRANS N N ¢d¢ CD U) V) NinZm cd NN �y • SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY' CITY ENGINEER. 16 PAINT 12" SOLID WHITE LINE USING THERMOPLASTIC PAINT PER 1 MEDALLION DRIVE (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL �I 18" DRAIN 111._21 562.21' 15+00 _ Q\ 4s E Of V A.P. STATION TC ELEV. FL/TP ELEV. Q STA. 12+27.16, C.L. 13.00RT. 355.87 355.37 Q STA. 12+31.16, C.L. 17.00RT. 355.94 355.44 1 "R5-1" - DO NOT ENTER "W14-2" - NO OUTLET 31.42' "R26(CA)" - NO PARKING "W1-7" - DOUBLE ARROW 90'00'00" II 20.00' "R4-7" - KEEP RIGHT "W1-1" - CURVE ARROW 27.22' J 3 o J J 51. 72'37'01" STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS CD N Co M � 26 \\ s SEWER - REFER TO SEWER & STORM DRAIN PLANS SQ Mo. .., � II EM. G 2528'09" J -j 83.00' JJ //yy�� W O JJMJ _i -1 `26 ^�• 22.53' Ci 4: 64'31'51" C3 ri m Z o ti W W u 06'28'04" 10 O O 32.17' c; 92'09'30" NNwJ l O^ , Z 20.99' O O 4 00 ¢ MM Np O 20.00' 1 46.66' 46.75' 133'40'52 M 00-j COQ co i1 i ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS L,jM TR3-N0. 3 1%S2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE �� -� '01aN �co CROSSWALK LINES USING ¢¢d PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. Qt �dd���¢a w CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3. CALTRANS N N ¢d¢ CD U) V) NinZm cd NN �y 18" DRAIN 111._21 562.21' 15+00 _ Q\ 4s E Of J * , C0RB 0 6*CUR 5 65�j ESR' RIBE�\N Cu SAN.CAAON � \N�RSk011i, C�-• S� P• 16 R J iiWl iiiio R J ) 0 M 1= Ci c / ci o II�� III cv 0 2' SIDEWALK �- _� rn " [ �\ O III_d [fill O ;c2,: aoC=;N \ '- a; Illi 1111 '- C" EASEMENT N M Iq J Iil� III I� N co _j ao O \ ilfZ Iq LO J Ckf~ 1 Q w + LO Ci + u7 iii , III 1n C. (� � � c '1 po ,.11,11012,4110' ill Mo �� ¢Q>.0 �; Enwco� I- 0PK 110 tai w+ 10'1 II w+ °DJ Nw+"' SNEE i ALLEY "E" \ I � C SHEET 17 v a o n Q cn UI¢Q N J co ¢ N O'�,Ci• 1, E�4 '3555 1312R�. a PQ. 15k5g1, C�• d v> S(P• 50.00 FT. ERT. CURVE A.P. TABLE A.P. STATION TC ELEV. FL/TP ELEV. Q STA. 12+27.16, C.L. 13.00RT. 355.87 355.37 Q STA. 12+31.16, C.L. 17.00RT. 355.94 355.44 J * , C0RB 0 6*CUR 5 65�j ESR' RIBE�\N Cu SAN.CAAON � \N�RSk011i, C�-• S� P• 16 R J iiWl iiiio R J ) 0 M 1= Ci c / ci o II�� III cv 0 2' SIDEWALK �- _� rn " [ �\ O III_d [fill O ;c2,: aoC=;N \ '- a; Illi 1111 '- C" EASEMENT N M Iq J Iil� III I� N co _j ao O \ ilfZ Iq LO J Ckf~ 1 Q w + LO Ci + u7 iii , III 1n C. (� � � c '1 po ,.11,11012,4110' ill Mo �� ¢Q>.0 �; Enwco� I- 0PK 110 tai w+ 10'1 II w+ °DJ Nw+"' SNEE i ALLEY "E" \ I � C SHEET 17 v a o n Q cn UI¢Q N J co ¢ N O'�,Ci• 1, E�4 '3555 1312R�. a PQ. 15k5g1, C�• d v> S(P• 50.00 FT. ERT. CURVE 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 INTERSEC11ON TP TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. @o EXISTING SURVEY MONUMENT FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. -O- FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. STD. ST -14. (REFERENCE DETAIL SHEET 14) FURNISH & INSTALL ALLEY LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. (REFERENCE DETAIL SHEET 14) 12 13 14 LEGEND: (CONT.) CURVE TABLE R1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: RADIUS "Rt -1" - STOP "W31(CA)" - END TANGENT "R6-1" - ONE WAY "W14-1" - DEAD END 1 "R5-1" - DO NOT ENTER "W14-2" - NO OUTLET 31.42' "R26(CA)" - NO PARKING "W1-7" - DOUBLE ARROW 90'00'00" "R3 -5R" - RIGHT TURN ONLY "Wt -6" - SINGLE ARROW 20.00' "R4-7" - KEEP RIGHT "W1-1" - CURVE ARROW 27.22' "R81(CA)" - BIKE LANE "W3-3" - SIGNAL AHEAD 3 "Rt -2" - YIELD "W11-2` - PEDESTRIAN TRAFFIC 25.35' "W16 -7p" - DIAGONAL ARROW PLAQUE 72'37'01" STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS - - QD STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS 35'51'49" CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. s SEWER - REFER TO SEWER & STORM DRAIN PLANS SQ Mo. © an- EM. 24.63' 2528'09" 7 83.00' Ell 16.81' 22'54'13" 8 101110� 22.53' MWE'Eml 64'31'51" 9 117.00' 13.21' 01min 06'28'04" 10 20.00' 32.17' 20.77' 92'09'30" 11 20.00' 32.38' 20.99' 92'4 " 1 20.00' 1 22.17' 12.38' 63'30'38" 1 20.00' 1 46.66' 46.75' 133'40'52 ALLEY FLUSH CURB PER DETAIL ON SHEET 16. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS TR3-N0. 3 1%S2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE 15 PAINT 12" CROSSWALK LINES USING THERMOPLASTIC PAINT PER PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. Qt CURVE NUMBER FOR CURVE DESCRIPTION -EEE- CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3. CALTRANS STANDARD SPECIFICATION 8010-21C-19. .M ADJUST EXISTING SEWER MANHOLES TO FINISHED GRADE. < TAPER NUMBER FOR TAPER DESCRIPTION O SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY' CITY ENGINEER. 16 PAINT 12" SOLID WHITE LINE USING THERMOPLASTIC PAINT PER 5. EXISTING POLES TO BE RELOCATED. CALTRANS STANDARD SPECIFICATION 8010-21C-19. ® ITEM OF WORK - SEE SCHEDULE PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS 6. ALL DRAIN INLETS TO BE CHRISTY U23 CATCH BASIN WITH Ism CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS O STANDARD SPECIFICATION 8010-21C-19. 17 PAINT 12" DOTTED WHITE LINE USING THERMOPLASTIC PAINT PER ALHAMBRA FOUNDARY A2012 BICYCLE PROOF 24"x24" GRATE. CALTRANS STANDARD SPECIFICATION 8010-21C-19. PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) w2w MENI SECTION DESIGNATION: ® HEIGHT AND 71/2" CURB FACE. CALTRANS TYPE IV ARROW, LEFT OR RIGHT IS SECTION LETTER AS APPLICABLE, TO BE PAINTED CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. q "` O COMPACT SUBGRADE TO 90%, OF MAX. TO 12 BEYOND�._ CALTRANS TYPE I ARROW GUTTER LIP TO A DEPTH OF 12". 2 V1- AS APPLICABLE, TO BE PAINTED SHEET WHERE SECTION IS SHOWN • - ` ' `° CONSTRUCT 16'-20' WIDE ALLEY PER C.O.B. STD. ST -12. CALTRANS TYPE VII ARROW PAVEMENT TO BE 0.15' TYPE "B" COLORED A.C.; y AS APPLICABLE, TO BE PAINTED 10 (COLOR TO BE DETERMINED) OVER 0.15' TYPE "B" A.C. (BLACK) r, 333' , as CAL -TRANS TYPE VI ARROW OVER 0.40 CL. II AGG. BASE OVER 0.50 COMPACTED Q.G. TO x; 6-3.. ` BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. CONSTRUCT 4' WIDE VALLEY GUTTER PER C.O.B. STD. ST-17.�'�s Elm PAVEMENT TO BE 0.50 PORTLAND CONCRETE CEMENT OVERF���-��-:_- mimmm 11 0.40' CL. II AGG. BASE OVER 0.50' COMPACTED 0. G. TO 90% OF MAX. 011110 1100 - Ll ONE -MENU NEEN El -OMEN E u-NEMErb MEN MEME111-1-01 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 INTERSEC11ON TP TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. @o EXISTING SURVEY MONUMENT FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. -O- FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. STD. ST -14. (REFERENCE DETAIL SHEET 14) FURNISH & INSTALL ALLEY LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. (REFERENCE DETAIL SHEET 14) 12 13 14 LEGEND: (CONT.) CURVE TABLE R1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: RADIUS "Rt -1" - STOP "W31(CA)" - END TANGENT "R6-1" - ONE WAY "W14-1" - DEAD END 1 "R5-1" - DO NOT ENTER "W14-2" - NO OUTLET 31.42' "R26(CA)" - NO PARKING "W1-7" - DOUBLE ARROW 90'00'00" "R3 -5R" - RIGHT TURN ONLY "Wt -6" - SINGLE ARROW 20.00' "R4-7" - KEEP RIGHT "W1-1" - CURVE ARROW 27.22' "R81(CA)" - BIKE LANE "W3-3" - SIGNAL AHEAD 3 "Rt -2" - YIELD "W11-2` - PEDESTRIAN TRAFFIC 25.35' "W16 -7p" - DIAGONAL ARROW PLAQUE 72'37'01" STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS - - QD STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS 35'51'49" CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. s SEWER - REFER TO SEWER & STORM DRAIN PLANS SQ SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. © SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. 0 = 0I`II`woow 0 0 w0000n = n TRACT BOUNDARY Iomm owaii owimi immis immim inion m UNIT BOUNDARY 15 364 362 360 358 356 354 352 350 348 346 35551 j.C• T ESV � 1A 42R . SCR• �k�g15, C�- SA P• 15 / v p 19 g,q, --% - ')161 qo f A.,vEM �r eV'r'15 366 364 362 360 358 356 354 352 350 348 MARSDEN STREET (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 1 20.00' 31.42' 20.00' 90'00'00" 2 20.00' 37.48' 27.22' 107'22'59" 3 20.00' 25.35' 14.70' 72'37'01" 4 100.00' 62.59' 1 32.36' 35'51'49" 5 100.00' 27.83' 14.01' 15'56'46" 6 109.00' 48.45' 24.63' 2528'09" 7 83.00' 33.18' 16.81' 22'54'13" 8 20.00' 22.53' 12.63' 64'31'51" 9 117.00' 13.21' 6.61' 1 06'28'04" 10 20.00' 32.17' 20.77' 92'09'30" 11 20.00' 32.38' 20.99' 92'4 " 1 20.00' 1 22.17' 12.38' 63'30'38" 1 20.00' 1 46.66' 46.75' 133'40'52 366 364 362 360 358 356 354 352 350 348 MARSDEN STREET (PRIVATE STREET) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 10 11 12 13 14 ' 366 364 362 360 358 v _ 356 354 ' 1` 33, p 6-30 350 0 7-1q-lG 48 0) 0 1• M O U. N \ ao C° LEGEND: (CONT.) z 00`O CONSTRUCTION NOTES: O -t Z NOTES: ---------------------- PROPOSED SAWCUT LIMIT LINE O CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. 12 CONSTRUCT PASSING AREA PER DETAIL ON SHEET 8. 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN FURNISH & INSTALL TRAFFIC SIGNAL CONDUITIMPROVEMENTS O2 CONSTRUCT 4' STANDARD SIDEWALK PER C.O.B. STD. ST -3. 13 CONSTRUCT ALLEY ROLL-TOP CURB PER 2. AND DETAILS. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. pm- "Ra. IR M W c0 E C0 v I- in W DETAIL ON SHEET 16. of wm Y m z OVER 0.40' CL. II AGG. BASE OVER 0.50' COMPACTED O.G. TO FURNISH & INSTALL INTERCONNECT CONDUIT 3 O CONSTRUCT HANDICAP RAMP PER DETAIL ON SHEET 2. 0 - N_ Ic r 3 5 r 6 g � � FURNISH & IN TALL SPLICE BOX FOR INTERCONNECT O CONSTRUCT ON-SITE CURB WITH 12" TOTAL CURB HEIGHT AND 6 CURB FACE PER DETAIL ON SHEET 2. 14 CONSTRUCT ALLEY FLUSH CURB PER DETAIL ON SHEET 16. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS TR3-N0. 3 1%S2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE 15 PAINT 12" CROSSWALK LINES USING THERMOPLASTIC PAINT PER PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. Qt CURVE NUMBER FOR CURVE DESCRIPTION O5 CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3. CALTRANS STANDARD SPECIFICATION 8010-21C-19. .M ADJUST EXISTING SEWER MANHOLES TO FINISHED GRADE. < TAPER NUMBER FOR TAPER DESCRIPTION O SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY' CITY ENGINEER. 16 PAINT 12" SOLID WHITE LINE USING THERMOPLASTIC PAINT PER 5. EXISTING POLES TO BE RELOCATED. CALTRANS STANDARD SPECIFICATION 8010-21C-19. ® ITEM OF WORK - SEE SCHEDULE PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS 6. ALL DRAIN INLETS TO BE CHRISTY U23 CATCH BASIN WITH Ism CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS O STANDARD SPECIFICATION 8010-21C-19. 17 PAINT 12" DOTTED WHITE LINE USING THERMOPLASTIC PAINT PER ALHAMBRA FOUNDARY A2012 BICYCLE PROOF 24"x24" GRATE. CALTRANS STANDARD SPECIFICATION 8010-21C-19. PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) MENI SECTION DESIGNATION: ® HEIGHT AND 71/2" CURB FACE. CALTRANS TYPE IV ARROW, LEFT OR RIGHT IS SECTION LETTER AS APPLICABLE, TO BE PAINTED CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. q "` O COMPACT SUBGRADE TO 90%, OF MAX. TO 12 BEYOND�._ CALTRANS TYPE I ARROW GUTTER LIP TO A DEPTH OF 12". 2 V1- AS APPLICABLE, TO BE PAINTED SHEET WHERE SECTION IS SHOWN • - ` ' `° CONSTRUCT 16'-20' WIDE ALLEY PER C.O.B. STD. ST -12. CALTRANS TYPE VII ARROW PAVEMENT TO BE 0.15' TYPE "B" COLORED A.C.; y AS APPLICABLE, TO BE PAINTED 10 (COLOR TO BE DETERMINED) OVER 0.15' TYPE "B" A.C. (BLACK) r, 333' , as CAL -TRANS TYPE VI ARROW OVER 0.40 CL. II AGG. BASE OVER 0.50 COMPACTED Q.G. TO x; 6-3.. ` BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. CONSTRUCT 4' WIDE VALLEY GUTTER PER C.O.B. STD. ST-17.�'�s PAVEMENT TO BE 0.50 PORTLAND CONCRETE CEMENT OVERF���-��-:_- 11 0.40' CL. II AGG. BASE OVER 0.50' COMPACTED 0. G. TO 90% OF MAX. 10 11 12 13 14 ' 366 364 362 360 358 v _ 356 354 ' 1` 33, p 6-30 350 0 7-1q-lG 48 N 0 Z O 0 N (,D Z w z QD z w J U CD Z LdLd elf 0) 0 1• M O U. N \ ao C° LEGEND: (CONT.) z 00`O CONSTRUCTION NOTES: O -t Z NOTES: ---------------------- PROPOSED SAWCUT LIMIT LINE O CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. 12 CONSTRUCT PASSING AREA PER DETAIL ON SHEET 8. 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN FURNISH & INSTALL TRAFFIC SIGNAL CONDUITIMPROVEMENTS O2 CONSTRUCT 4' STANDARD SIDEWALK PER C.O.B. STD. ST -3. 13 CONSTRUCT ALLEY ROLL-TOP CURB PER 2. AND DETAILS. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. rs IR FURNISH &INSTALL IRRIGATION CONDUIT W c0 E C0 v I- in W DETAIL ON SHEET 16. of wm Y m z OVER 0.40' CL. II AGG. BASE OVER 0.50' COMPACTED O.G. TO FURNISH & INSTALL INTERCONNECT CONDUIT 3 O CONSTRUCT HANDICAP RAMP PER DETAIL ON SHEET 2. BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9 Ic r 3 5 r 6 g � � FURNISH & IN TALL SPLICE BOX FOR INTERCONNECT O CONSTRUCT ON-SITE CURB WITH 12" TOTAL CURB HEIGHT AND 6 CURB FACE PER DETAIL ON SHEET 2. 14 CONSTRUCT ALLEY FLUSH CURB PER DETAIL ON SHEET 16. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS TR3-N0. 3 1%S2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE 15 PAINT 12" CROSSWALK LINES USING THERMOPLASTIC PAINT PER PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. Qt CURVE NUMBER FOR CURVE DESCRIPTION O5 CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3. CALTRANS STANDARD SPECIFICATION 8010-21C-19. 4. ADJUST EXISTING SEWER MANHOLES TO FINISHED GRADE. < TAPER NUMBER FOR TAPER DESCRIPTION O SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY' CITY ENGINEER. 16 PAINT 12" SOLID WHITE LINE USING THERMOPLASTIC PAINT PER 5. EXISTING POLES TO BE RELOCATED. CALTRANS STANDARD SPECIFICATION 8010-21C-19. ® ITEM OF WORK - SEE SCHEDULE PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS 6. ALL DRAIN INLETS TO BE CHRISTY U23 CATCH BASIN WITH Ism CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS O STANDARD SPECIFICATION 8010-21C-19. 17 PAINT 12" DOTTED WHITE LINE USING THERMOPLASTIC PAINT PER ALHAMBRA FOUNDARY A2012 BICYCLE PROOF 24"x24" GRATE. CALTRANS STANDARD SPECIFICATION 8010-21C-19. PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) CONSTRUCT TYPE "M' MEDIAN CURB WITH 14" TOTAL CURB SECTION DESIGNATION: ® HEIGHT AND 71/2" CURB FACE. CALTRANS TYPE IV ARROW, LEFT OR RIGHT SECTION LETTER AS APPLICABLE, TO BE PAINTED CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. q "` O COMPACT SUBGRADE TO 90%, OF MAX. TO 12 BEYOND�._ CALTRANS TYPE I ARROW GUTTER LIP TO A DEPTH OF 12". 2 V1- AS APPLICABLE, TO BE PAINTED SHEET WHERE SECTION IS SHOWN • - ` ' `° CONSTRUCT 16'-20' WIDE ALLEY PER C.O.B. STD. ST -12. CALTRANS TYPE VII ARROW PAVEMENT TO BE 0.15' TYPE "B" COLORED A.C.; y AS APPLICABLE, TO BE PAINTED 10 (COLOR TO BE DETERMINED) OVER 0.15' TYPE "B" A.C. (BLACK) r, 333' , as CAL -TRANS TYPE VI ARROW OVER 0.40 CL. II AGG. BASE OVER 0.50 COMPACTED Q.G. TO x; 6-3.. ` BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. CONSTRUCT 4' WIDE VALLEY GUTTER PER C.O.B. STD. ST-17.�'�s PAVEMENT TO BE 0.50 PORTLAND CONCRETE CEMENT OVERF���-��-:_- 11 0.40' CL. II AGG. BASE OVER 0.50' COMPACTED 0. G. TO 90% OF MAX. N 0 Z O 0 N (,D Z w z QD z w J U CD Z LdLd elf Go U d W Z rr GCS Lu P o CO) z W _C> a W (n GCS Lu F- O 06 `4 Ill w b > c> FZ- cv) _ N -�-+roJ Z W JIM Il w 0 N g 0) 0 1• M O U. N \ ao C° z 00`O O -t Z w o Q U 00 2 W c0 E C0 v I- in W 04 of wm Y m z y o Y JIM Go U d W Z rr GCS Lu P o CO) z W _C> a W (n GCS Lu F- O 06 `4 Ill w b > c> FZ- cv) _ N -�-+roJ Z W JIM Il w 0 N g F�- W N 1• = r Ul cm U. 0 P.R.C. CURVE TABLE It H CURVE RADIUS LENGTH TANGENT DELTA 1 34.00' 53.28' 33.88' 89 47'29" 2 20.00' 31.15' 19.74' 8914'44" 3 20.00' 31.42' 20.00' 90'00'00" 4 13.00' 10.93' 5.81' 48'1123" 5 26.00' 1 43.74' 1 29.07' 96'22'46" P.R.C. 18-1 V It H FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: STA. 9+83.06, C.L. 16.88RT.=3 S.D 17 U STA. 9+83.06, F.L. II nes' 126' -- I II lao O � co � 11 N �NI l ti � O U CONSTRUCTION NOTES: II IIW 11 ^ OFU-'c� of rn 7 Iltn� Ilc ,1 • o'1 18+1 J J _j J J J II J J J 11 17' 17' 1 -j -j Q V Li U- CU Ii Li ti � t ccv o W o W Li Li.: a: li Z CU Q co O �M Ld Qo wiuj �{ ¢0 uy C5 4 0 ro 6 an ro OJ to o0i 0o w� + I + II O II II F rn f �Cil = In M ��� II II00 11 1 11p1�'1I1n�\V18I1111I1R�p� ¢ M ,� I Q � I P+1 a _00 O ClI wj .+- +1 00 .N+- C+VI � N Ltj MI W rr+j Q co co U ode o CURVE NUMBER FOR CURVE DESCRIPTION m r- o� H IIX o� 2' SIDEWALK ¢ Z cn CL INTERSECTION �' W to V' U' c1 to 2 tan to _!_j �' N �' EASEMENT �' �' S00`39'43"W RAD.- J LZ li LZ _! U LZ U li li li U- W U Lt. U L� LL: t:c N W O NCL N to U l.� Z U ti J W W C3 L� - STA. 10+00.00, C.L ,� � r tr n r � ^ M J ' CC N ^ d N li LJ to 07 W J PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) La. _ P.R.C. 18-1 V It FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: STA. 9+83.06, C.L. 16.88RT.=3 S.D 17 U STA. 9+83.06, F.L. II nes' 126' -- I II lao J � co � 11 N �NI l ti � O U CONSTRUCTION NOTES: II IIW 11 ^ OFU-'c� of rn 7 Iltn� Ilc ,1 ��;�� M J a0 o'1 18+1 I= cy! U Ln OD -j II U-) ~ Z II C3 Ni U LO o w m V) + 11 17' 17' 1 W rn M rn a F 126' 26' 1 � M cn Lu I t ccv o W o C3 I LINCOLNSHIRE DR. a: DR. D SHEET 2 0 C Q J L� C.3 4: SHEET 364 362 360 358 356 354 352 350 348 346 11+00 __%1i 4'42"E ^ .n 12+00 - 13+00 14+00 15+00 v 6 `r 17+00 18+00 F4 19+00 20+00 `�1+00 -�- 31. ^ -�- -s - - - - - -+--- - 312.00 --}--- s - - - -i-- - - --�-- s- - - 0-572.00'-- s +- - - s -+_-- 4 8" EWER3 ojj:a 4 "SEWER 4 3 8" S WE}2 _ i� 4 3 _F4_ -/-Zx 6" SEWER 4 II v 2 r -v 2' SIDEWALK R W �C �R/W LOTF7t2 BB 2' SIDEWALK c3 c3 I II r EASEMENT v o U o i �'- I 426'-ww, l l IX O O EASEMENT O � o' o' o opo o ai vovc5of vCD (3oC3oF=o2 2^ H 1 O_..J R of `� rn ao of of ~ Ito F- rn ai I ~ ~ of of oo I19 ''i 20 N,��21M N M 3203 M �� � g 10� NJ�IX � o i o.J J J w cn J^ J { O J c o ..1 O .J 1 N J O J M J , O 1= O U O { 2' SIDEWALK i o U o_ U o! U O 1 d o I �of v o 0 of of o of c3 v o�; + cn 1 c3 M c3 I o i 1 FU EASEMENT rn f. 1= o rn F= 14 0' 1 ~ ~ 16~ 1� o',ci � t 3 M ti 1 CJ Lo 1113 LO Lo �� c3 o � v� 1 I I o 00 0 0 1 I o f i oc�P Mc�PIIof 1 17' _Mo�''oi ''�''� Moir-' ti M<FM II rn 117' 17'11 o�ODo'^a' `' ao� a'_'-^ts' 13 Na' `row o' a'�a' oIII II >� II O II o a II M II M a 11 o ,n U M II M II > rn O -i a J O -i 1% cy to M d � O O n� M -j > W I- > > F- > M + > > M J W' + cA J L + �n J �n J �n J + �r'i J + Lo J + Lo Lo uj J + N W N W O J N 26' o Ki to W o� W n to W 01 II M W M W 26' 26' U M U 0 U ^ Lo V (� U c3 u) C1 U IOD U O C3 O� O V U V OJ c� J OD ilJ aD J J J �= J c� O J^ J aD W O II M r M M M M to M M M1 1 1w+ w+ + +w+ w+w+ w+> w+W + + I I ooi of co co co co co N N 1 N I M to M ¢ W^ � Lo I ,n Q C"> II ¢ tl a R NII N II ¢ 11 II N a II N II 11 ¢ SIILLBROOK DR. I 1 - I I I O+D I 1 o PARKERHILL DR. = ,� o > ; > 1- > - >: -7 > > > > > > N F- lr to O_' W W N W O W O W N W N W N W W W to SHEET I4 SHEET 4 CV W CO J CO J n J J J M J J n J co J O J a s fl aCJ a U aD a4 a Q a a 4 a i [l acl aU a O) c- c- V) F- c- F- cn F- F- + + W + W + W + W + W + W + W + W + W + a fn a N m N 4j N a N a N Q fn a (n a N a N m fn cO t c0 c0 cO 00 - OD O O) O) Co O •- I �- I �- 1 �- I •- 1 i �- I� I '- I N I N {e� peg pry��Q,�-s /y/ a to Z a Cj a d a = a O_ a s O: a a, a O_ a 49'�Y Y Y U N 4j N a N Q N a Q t~ Q N ��■ ® eJ Q t~ Q N a N Q N BARRO ST �-- (PRIVATE S1_1� _� 16 1 (STA. 10+00.00 TO 1+ SCALE: HORIZONTALS, 1" = 5' VERTICAL �a P I- t>, r4 S 2' SIDEWALK EASEMENT J I c3 It FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: N 5' ( � 17 U Qfd7-Mr II nes' 126' zU "R3 -5R" - RIGHT TURN ONLY "W1-6" - SINGLE ARROW "R4-7" - KEEP RIGHT "W1-1" - CURVE ARROW � � rn LEGEND: (C0� Lf CONSTRUCTION NOTES: M M M � o' J O of J� J 11 11 I_,l (.3L.j I= cy! U Ln SEWER - REFER TO SEWER & STORM DRAIN PLANS _ I U-) ~ Z N � 17' I w m V) + z 0_0 Gz F IMPROVEMENTS AND DETAILS. Ts z Lu CONSTRUCT 4' STANDARD SIDEWALK PER C.O.B. STD. ST -3. N C3 I � w LANESFlELD DR. Z a o 0 C Q J L� C.3 4: SHEET it U LL: c+- M Q OJ II + I + II O II II F rn f �Cil = In M ��� II II00 11 I 11p1�'1I1n�\V18I1111I1R�p� N N 11 a= O Z NZD O Z = o ~ F-- U rM O �'+JQ+ a 1� cV F= 1- In ++ O O OM 1- 11-i @9 0 G Y O 00 PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. a N a Ltj tM'y co 15PAINT O co co O THERMOPLASTIC PAINT PER Qt CURVE NUMBER FOR CURVE DESCRIPTION w CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3. H CALTRANS N H = N II mN NN N J SAWCUT EXIST. E.P.' 1' BACK OR ASDIRECTED BY CITY ENGINEER. cn J _!_j J Z awpN -c J J F- C3 ¢� M as > F- !- -� J O J -.-� II J J J J LZ li LZ _! U LZ U li li li U- W U Lt. U L� LL: t:c N W O NCL N to U l.� Z U ti J W W C3 L� - J ,� � r tr n r � ^ M J � CC N ^ d N li LJ to 07 W J PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) La. _ O O p ¢ � O o 0 ¢ rO 0 o o O O O m ON tO� 00 ad of -- tp OO ¢ rd' 1- of �' 1- r i o co0O O Y ^O � o °D co r Q c 2 3+ o{ r Q O �+ 1 ? ton r ¢ M g 3+ r wad ad �, ¢ COO O Of O N N +++ LOT M 1; -j r ,A a0 n o7 La. W Q ++_++ ,¢, td r I CL' d' Co Q a0 3�`' m 1 �n 5 4 Lo + l �I- a.,t M M �� +3+�Q++ �I ,�_I O �o co co col ¢ Lo 3+ + co co co co¢w ^ I^ W �� Ia+o O o f +,3+ 0 Z Z to 2`' ci CJ ~F¢- �� Io U Oeii IN CD , F- N F- tnI H In F¢- O N cn O fn N F- n fn F- IV-)- N I )V)a: m N N d. N N cn �I - -- ICU Ia-F¢- 1¢ -f¢ -OW F- W fn N C N N Z O N cant¢- t� to cn C.'1 N N (n F- En 11+00 __%1i 4'42"E ^ .n 12+00 - 13+00 14+00 15+00 v 6 `r 17+00 18+00 F4 19+00 20+00 `�1+00 -�- 31. ^ -�- -s - - - - - -+--- - 312.00 --}--- s - - - -i-- - - --�-- s- - - 0-572.00'-- s +- - - s -+_-- 4 8" EWER3 ojj:a 4 "SEWER 4 3 8" S WE}2 _ i� 4 3 _F4_ -/-Zx 6" SEWER 4 II v 2 r -v 2' SIDEWALK R W �C �R/W LOTF7t2 BB 2' SIDEWALK c3 c3 I II r EASEMENT v o U o i �'- I 426'-ww, l l IX O O EASEMENT O � o' o' o opo o ai vovc5of vCD (3oC3oF=o2 2^ H 1 O_..J R of `� rn ao of of ~ Ito F- rn ai I ~ ~ of of oo I19 ''i 20 N,��21M N M 3203 M �� � g 10� NJ�IX � o i o.J J J w cn J^ J { O J c o ..1 O .J 1 N J O J M J , O 1= O U O { 2' SIDEWALK i o U o_ U o! U O 1 d o I �of v o 0 of of o of c3 v o�; + cn 1 c3 M c3 I o i 1 FU EASEMENT rn f. 1= o rn F= 14 0' 1 ~ ~ 16~ 1� o',ci � t 3 M ti 1 CJ Lo 1113 LO Lo �� c3 o � v� 1 I I o 00 0 0 1 I o f i oc�P Mc�PIIof 1 17' _Mo�''oi ''�''� Moir-' ti M<FM II rn 117' 17'11 o�ODo'^a' `' ao� a'_'-^ts' 13 Na' `row o' a'�a' oIII II >� II O II o a II M II M a 11 o ,n U M II M II > rn O -i a J O -i 1% cy to M d � O O n� M -j > W I- > > F- > M + > > M J W' + cA J L + �n J �n J �n J + �r'i J + Lo J + Lo Lo uj J + N W N W O J N 26' o Ki to W o� W n to W 01 II M W M W 26' 26' U M U 0 U ^ Lo V (� U c3 u) C1 U IOD U O C3 O� O V U V OJ c� J OD ilJ aD J J J �= J c� O J^ J aD W O II M r M M M M to M M M1 1 1w+ w+ + +w+ w+w+ w+> w+W + + I I ooi of co co co co co N N 1 N I M to M ¢ W^ � Lo I ,n Q C"> II ¢ tl a R NII N II ¢ 11 II N a II N II 11 ¢ SIILLBROOK DR. I 1 - I I I O+D I 1 o PARKERHILL DR. = ,� o > ; > 1- > - >: -7 > > > > > > N F- lr to O_' W W N W O W O W N W N W N W W W to SHEET I4 SHEET 4 CV W CO J CO J n J J J M J J n J co J O J a s fl aCJ a U aD a4 a Q a a 4 a i [l acl aU a O) c- c- V) F- c- F- cn F- F- + + W + W + W + W + W + W + W + W + W + a fn a N m N 4j N a N a N Q fn a (n a N a N m fn cO t c0 c0 cO 00 - OD O O) O) Co O •- I �- I �- 1 �- I •- 1 i �- I� I '- I N I N {e� peg pry��Q,�-s /y/ a to Z a Cj a d a = a O_ a s O: a a, a O_ a 49'�Y Y Y U N 4j N a N Q N a Q t~ Q N ��■ ® eJ Q t~ Q N a N Q N BARRO ST �-- (PRIVATE S1_1� _� 16 1 (STA. 10+00.00 TO 1+ SCALE: HORIZONTALS, 1" = 5' VERTICAL �a P I- t>, r4 S 2' SIDEWALK EASEMENT J I c3 It FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: N 5' ( � 17 �i18��~0 Qfd7-Mr ~_ nes' 126' zU "R3 -5R" - RIGHT TURN ONLY "W1-6" - SINGLE ARROW "R4-7" - KEEP RIGHT "W1-1" - CURVE ARROW � � rn LEGEND: (C0� Lf CONSTRUCTION NOTES: "W16 -7p" - DIAGONAL ARROW PLAQUE M � o' J O of J� J 11 11 I_,l (.3L.j I= cy! U Ln SEWER - REFER TO SEWER & STORM DRAIN PLANS _ I U-) . U � 17' I w m V) + z 0_0 Gz F IMPROVEMENTS AND DETAILS. Ts z O CONSTRUCT 4' STANDARD SIDEWALK PER C.O.B. STD. ST -3. N C3 I � w LANESFlELD DR. Z a o 0 J� SHEET 16. Is) w� SHEET it U LL: c+- M Q OJ + W + I + II O U U Tfj3 Tgs Tg6 I N 1 N N 11 a= O Z NZD ^Lo " c0 0� N Z = o a �ti�v � 11-i I tl CJ M 00 PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. a N a Ltj 15PAINT O W cp CROSSWALK LINES USING THERMOPLASTIC PAINT PER Qt CURVE NUMBER FOR CURVE DESCRIPTION w CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3. H CALTRANS STANDARD SPECIFICATION 8010-21C-19. 4. ADJUST EXISTING SEWER MANHOLES TO FINISHED GRADE. mN NN N Q SAWCUT EXIST. E.P.' 1' BACK OR ASDIRECTED BY CITY ENGINEER. cn -j UL�i J J o J Y J J 8010-21C-19. _! QM M`- V O c=W Vti A2 !¢-FQ- FQ- 18 a 1 W) ,� � � J J � J � � PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) W Lu ,�=J �� sECTION DESIGNATION: _+ ® r ^w �(^O n r SECTION LETTER w r Lo Lo r ¢= D to d' Lo OCO N 6 - W F- N ¢ N 3 +an+++ O M 1 M ¢ Lo 3+ ti t I N 2 Q 3+ pfd. o f +,3+ ¢ N 1 Z W oW+ to 2`' CO a0 O� +++ LOT W ��z I- W w 1+ N W N N JMJ N m N N N N N A A' Q as �- 2' SIDEWALK N� CALTRANS TYPE VII ARROW 1 O N N Z Z" J N M SEE DETAIL Iiii I, N " to `" N N f- EASEMENT R L✓ CAL -TRANS TYPE VI ARROW �� _� N N N sZ FOR SURFA 11+00 __%1i 4'42"E ^ .n 12+00 - 13+00 14+00 15+00 v 6 `r 17+00 18+00 F4 19+00 20+00 `�1+00 -�- 31. ^ -�- -s - - - - - -+--- - 312.00 --}--- s - - - -i-- - - --�-- s- - - 0-572.00'-- s +- - - s -+_-- 4 8" EWER3 ojj:a 4 "SEWER 4 3 8" S WE}2 _ i� 4 3 _F4_ -/-Zx 6" SEWER 4 II v 2 r -v 2' SIDEWALK R W �C �R/W LOTF7t2 BB 2' SIDEWALK c3 c3 I II r EASEMENT v o U o i �'- I 426'-ww, l l IX O O EASEMENT O � o' o' o opo o ai vovc5of vCD (3oC3oF=o2 2^ H 1 O_..J R of `� rn ao of of ~ Ito F- rn ai I ~ ~ of of oo I19 ''i 20 N,��21M N M 3203 M �� � g 10� NJ�IX � o i o.J J J w cn J^ J { O J c o ..1 O .J 1 N J O J M J , O 1= O U O { 2' SIDEWALK i o U o_ U o! U O 1 d o I �of v o 0 of of o of c3 v o�; + cn 1 c3 M c3 I o i 1 FU EASEMENT rn f. 1= o rn F= 14 0' 1 ~ ~ 16~ 1� o',ci � t 3 M ti 1 CJ Lo 1113 LO Lo �� c3 o � v� 1 I I o 00 0 0 1 I o f i oc�P Mc�PIIof 1 17' _Mo�''oi ''�''� Moir-' ti M<FM II rn 117' 17'11 o�ODo'^a' `' ao� a'_'-^ts' 13 Na' `row o' a'�a' oIII II >� II O II o a II M II M a 11 o ,n U M II M II > rn O -i a J O -i 1% cy to M d � O O n� M -j > W I- > > F- > M + > > M J W' + cA J L + �n J �n J �n J + �r'i J + Lo J + Lo Lo uj J + N W N W O J N 26' o Ki to W o� W n to W 01 II M W M W 26' 26' U M U 0 U ^ Lo V (� U c3 u) C1 U IOD U O C3 O� O V U V OJ c� J OD ilJ aD J J J �= J c� O J^ J aD W O II M r M M M M to M M M1 1 1w+ w+ + +w+ w+w+ w+> w+W + + I I ooi of co co co co co N N 1 N I M to M ¢ W^ � Lo I ,n Q C"> II ¢ tl a R NII N II ¢ 11 II N a II N II 11 ¢ SIILLBROOK DR. I 1 - I I I O+D I 1 o PARKERHILL DR. = ,� o > ; > 1- > - >: -7 > > > > > > N F- lr to O_' W W N W O W O W N W N W N W W W to SHEET I4 SHEET 4 CV W CO J CO J n J J J M J J n J co J O J a s fl aCJ a U aD a4 a Q a a 4 a i [l acl aU a O) c- c- V) F- c- F- cn F- F- + + W + W + W + W + W + W + W + W + W + a fn a N m N 4j N a N a N Q fn a (n a N a N m fn cO t c0 c0 cO 00 - OD O O) O) Co O •- I �- I �- 1 �- I •- 1 i �- I� I '- I N I N {e� peg pry��Q,�-s /y/ a to Z a Cj a d a = a O_ a s O: a a, a O_ a 49'�Y Y Y U N 4j N a N Q N a Q t~ Q N ��■ ® eJ Q t~ Q N a N Q N BARRO ST �-- (PRIVATE S1_1� _� 16 1 (STA. 10+00.00 TO 1+ SCALE: HORIZONTALS, 1" = 5' VERTICAL �a P I- t>, r4 S 2' SIDEWALK EASEMENT J I c3 It FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: c- C3 � 5' ( � 17 �i18��~0 Qfd7-Mr "R5-1" - DO NOT ENTER "W14-2" - NO OUTLET nes' 126' zU "R3 -5R" - RIGHT TURN ONLY "W1-6" - SINGLE ARROW "R4-7" - KEEP RIGHT "W1-1" - CURVE ARROW � � rn LEGEND: (C0� Lf CONSTRUCTION NOTES: "W16 -7p" - DIAGONAL ARROW PLAQUE c, O+ � o' J O of J� J 11 11 I_,l (.3L.j I= cy! U Ln SEWER - REFER TO SEWER & STORM DRAIN PLANS _ I U-) , a a' 1117' 17' I w m V) + z 0_0 Gz F IMPROVEMENTS AND DETAILS. Ts z O CONSTRUCT 4' STANDARD SIDEWALK PER C.O.B. STD. ST -3. N > > � w LANESFlELD DR. Z a o 0 J� SHEET 16. Is) w� SHEET FURNISH & INSTALL INTERCONNECT CONDUIT O Q d W + W + I + DETAIL ON SHEET 16. U IC Tfj3 Tgs Tg6 I N 1 N N 0 3. ALL CATCH BASINS TO BE TYPE WITH 3.5' OPENINGS a �ti�v � 11-i M 00 PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. a N a tN tY3 tN 15PAINT O W cp 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 0 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. <-D-- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. (REFERENCE DETAIL SHEET 14) FURNISH & INSTALL ALLEY LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. (REFERENCE DETAIL SHEET 14) 10 11 12 LEGEND: (CONT.) co z R1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: • U "Rt -1" - STOP "W31(CA)" - END "R6-1" - ONE WAY "W14-1" - DEAD END Qfd7-Mr "R5-1" - DO NOT ENTER "W14-2" - NO OUTLET "R26(CA)" - NO PARKING "W1-7" - DOUBLE ARROW ., W "R3 -5R" - RIGHT TURN ONLY "W1-6" - SINGLE ARROW "R4-7" - KEEP RIGHT "W1-1" - CURVE ARROW "R81(CA)" - BIKE LANE "W3-3" - SIGNAL AHEAD LEGEND: (C0� Lf CONSTRUCTION NOTES: "W16 -7p" - DIAGONAL ARROW PLAQUE -- D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS (D STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS ---------------------- CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. s SEWER - REFER TO SEWER & STORM DRAIN PLANS SQ SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. 0 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. co z 0_0 Gz F IMPROVEMENTS AND DETAILS. Ts z O CONSTRUCT 4' STANDARD SIDEWALK PER C.O.B. STD. ST -3. 13 0 Z w IR FURNISH & INSTALL IRRIGATION CONDUIT LL- 1 o 0 DETAIL ON SHEET 16. OVER 0.40' CL. II AGG. BASE OVER 0.50' COMPACTED O.G. TO O FURNISH & INSTALL INTERCONNECT CONDUIT O Q d 14 CONSTRUCT ALLEY FLUSH CURB PER DETAIL ON SHEET 16. U IC Tfj3 Tgs Tg6 O 00 :2 0 3. ALL CATCH BASINS TO BE TYPE WITH 3.5' OPENINGS in n " 6CURB FACE PER DETAIL ON SHEET 2. 11-i M 00 PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. J r 1- 15PAINT O W cp CROSSWALK LINES USING THERMOPLASTIC PAINT PER Qt CURVE NUMBER FOR CURVE DESCRIPTION w CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3. H CALTRANS STANDARD SPECIFICATION 8010-21C-19. 4. ADJUST EXISTING SEWER MANHOLES TO FINISHED GRADE. O TAPER NUMBER FOR TAPER DESCRIPTION O SAWCUT EXIST. E.P.' 1' BACK OR ASDIRECTED BY CITY ENGINEER. cn PAINT 12" SOLID WHITE LINE USING THERMOPLASTIC PAINT PER to m o PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS Y z y 8010-21C-19. 6. ALL DRAIN INLETS TO BE CHRISTY U23 CATCH BASIN WITH CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' wlNcs O STANDARD SPECIFICATION 8010-21C-19. 17 m a 1 ALHAMBRA FOUNDARY A2012 BICYCLE PROOF 24"x24" GRATE. J J STANDARD SPECIFICATION J PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) CONSTRUCT TYPE "M' MEDIAN CURB WITH 14" TOTAL CURB Lu sECTION DESIGNATION: CALTRANS TYPE IV ARROW, LEFT OR RIGHT ® ``' SECTION LETTER AS APPLICABLE, TO BE PAINTED CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. a" Iw Lo = F7 COMPACT SUBGRADE TO 90% OF MAX. TO 12 BEYOND ti t CALTRANS TYPE I ARROW AS APPLICABLE, TO BE PAINTED GUTTER LIP TO A DEPTH OF 12". 2`' W w SHEET WHERE SECTION IS SHOWN tr W J JMJ --I CONSTRUCT 16'-20' WIDE ALLEY PER C.O.B. STD. ST -12. CALTRANS TYPE VII ARROW 1 O PAVEMENT TO BE 0.15' TYPE "B" COLORED A.C. J ": � M N (COLOR TO BE DETERMINED) OVER 0.15' TYPE "B" A.C. (BLACK)`°�='. L✓ CAL -TRANS TYPE VI ARROW 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. W Li W GiV�,\-. 11 0.40' CL. II AGG. BASE OVER 0.50' COMPACTED 0. G. TOa J 90% OF MAX. Wco m d- W W W 00 UJ co M a= `N N `''_ z d ¢ zl A PROXIMA EXII11N O + O + CV + + + o m O + tr w °�+' cx W1+ Z O M Z N to a C.D U Z Z F- O -do_ _ - to w to _ N Z C1 fY3 O J N fr U H --- t- i to w U) 1 - - - - - S=-. % _ �---S= .25% - - - - - - S -0.257. x.45% - - - =-0.73 PROPOSED ST FLOWNE IIIFI�1 PR T 0 1 �I 1 c> I 1 O 2 M I•- cn h _co I tit I (~ => 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 0 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. <-D-- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. (REFERENCE DETAIL SHEET 14) FURNISH & INSTALL ALLEY LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. (REFERENCE DETAIL SHEET 14) 10 11 12 LEGEND: (CONT.) co z R1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: • U "Rt -1" - STOP "W31(CA)" - END "R6-1" - ONE WAY "W14-1" - DEAD END Qfd7-Mr "R5-1" - DO NOT ENTER "W14-2" - NO OUTLET "R26(CA)" - NO PARKING "W1-7" - DOUBLE ARROW ., W "R3 -5R" - RIGHT TURN ONLY "W1-6" - SINGLE ARROW "R4-7" - KEEP RIGHT "W1-1" - CURVE ARROW "R81(CA)" - BIKE LANE "W3-3" - SIGNAL AHEAD LEGEND: (C0� "R1-2" - YIELD "W11-2" - PEDESTRIAN TRAFFIC CONSTRUCTION NOTES: "W16 -7p" - DIAGONAL ARROW PLAQUE -- D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS (D STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS ---------------------- CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. s SEWER - REFER TO SEWER & STORM DRAIN PLANS SQ SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. 0 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. TRACT BOUNDARY UNIT BOUNDARY 13 14 15 16 17 18 19 20 21 22 r�t2 ��w p+W SNE= m;� to 364 362 360 358 356 354 352 350 348 wX6 ut4 co z 0) W I co • U a d 0 Qfd7-Mr W ., W Ci LEGEND: (C0� r--1 CONSTRUCTION NOTES: N \ NOTES: ---------------------- Q d 00 \ 12 CONSTRUCT PASSING AREA PER DETAIL ON SHEET 8. 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN to co z 0_0 Gz F IMPROVEMENTS AND DETAILS. Ts z O CONSTRUCT 4' STANDARD SIDEWALK PER C.O.B. STD. ST -3. 13 0 Z w IR FURNISH & INSTALL IRRIGATION CONDUIT LL- 1 o 0 DETAIL ON SHEET 16. OVER 0.40' CL. II AGG. BASE OVER 0.50' COMPACTED O.G. TO O FURNISH & INSTALL INTERCONNECT CONDUIT O Q d 14 CONSTRUCT ALLEY FLUSH CURB PER DETAIL ON SHEET 16. U IC Tfj3 Tgs Tg6 O 00 :2 0 3. ALL CATCH BASINS TO BE TYPE WITH 3.5' OPENINGS FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=No. 6 SIZE co N " 6CURB FACE PER DETAIL ON SHEET 2. o.. M PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. J r 1- 15PAINT O W cp CROSSWALK LINES USING THERMOPLASTIC PAINT PER Qt CURVE NUMBER FOR CURVE DESCRIPTION w CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3. H CALTRANS STANDARD SPECIFICATION 8010-21C-19. 4. ADJUST EXISTING SEWER MANHOLES TO FINISHED GRADE. O TAPER NUMBER FOR TAPER DESCRIPTION O SAWCUT EXIST. E.P.' 1' BACK OR ASDIRECTED BY CITY ENGINEER. m PAINT 12" SOLID WHITE LINE USING THERMOPLASTIC PAINT PER Til m o PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS Y z y 8010-21C-19. 6. ALL DRAIN INLETS TO BE CHRISTY U23 CATCH BASIN WITH CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' wlNcs O STANDARD SPECIFICATION 8010-21C-19. 17 m a THERMOPLASTIC PAINT PER ut4 0 co z � w N W I co • U a d Qfd7-Mr W ., W cz LEGEND: (C0� r--1 CONSTRUCTION NOTES: NOTES: ---------------------- PROPOSED SAWCUT LIMIT LINE O CONSTRUCT TYPE B" CURB & GUTTER PER C.O.B. STD. ST -1. 12 CONSTRUCT PASSING AREA PER DETAIL ON SHEET 8. 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN Gz F IMPROVEMENTS AND DETAILS. Ts FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT O CONSTRUCT 4' STANDARD SIDEWALK PER C.O.B. STD. ST -3. 13 CONSTRUCT ALLEY ROLL-TOP CURB PER 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. IR FURNISH & INSTALL IRRIGATION CONDUIT 1 DETAIL ON SHEET 16. OVER 0.40' CL. II AGG. BASE OVER 0.50' COMPACTED O.G. TO O FURNISH & INSTALL INTERCONNECT CONDUIT O CONSTRUCT HANDICAP RAMP PER DETAIL ON SHEET 2. CONSTRUCT 14 CONSTRUCT ALLEY FLUSH CURB PER DETAIL ON SHEET 16. BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9 "A" IC Tfj3 Tgs Tg6 O ON-SITE CURB WITH 12" TOTAL CURB HEIGHT AND a 0 3. ALL CATCH BASINS TO BE TYPE WITH 3.5' OPENINGS FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=No. 6 SIZE co N " 6CURB FACE PER DETAIL ON SHEET 2. Q M PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. C Z 15PAINT O 12" CROSSWALK LINES USING THERMOPLASTIC PAINT PER Qt CURVE NUMBER FOR CURVE DESCRIPTION O5 CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3. H CALTRANS STANDARD SPECIFICATION 8010-21C-19. 4. ADJUST EXISTING SEWER MANHOLES TO FINISHED GRADE. O TAPER NUMBER FOR TAPER DESCRIPTION O SAWCUT EXIST. E.P.' 1' BACK OR ASDIRECTED BY CITY ENGINEER. 16 PAINT 12" SOLID WHITE LINE USING THERMOPLASTIC PAINT PER 5. EXISTING POLES TO BE RELOCATED. ® ITEM OF WORK -SEE SCHEDULE PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS CALTRANS STANDARD SPECIFICATION 8010-21C-19. 6. ALL DRAIN INLETS TO BE CHRISTY U23 CATCH BASIN WITH CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' wlNcs O STANDARD SPECIFICATION 8010-21C-19. 17 PAINT 12" DOTTED WHITE LINE USING THERMOPLASTIC PAINT PER ALHAMBRA FOUNDARY A2012 BICYCLE PROOF 24"x24" GRATE. CALTRANS STANDARD SPECIFICATION 8010-21C-19. PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) CONSTRUCT TYPE "M' MEDIAN CURB WITH 14" TOTAL CURB sECTION DESIGNATION: CALTRANS TYPE IV ARROW, LEFT OR RIGHT ® HEIGHT AND 71/2" CURB FACE. SECTION LETTER AS APPLICABLE, TO BE PAINTED CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. O9 COMPACT SUBGRADE TO 90% OF MAX. TO 12 BEYOND ti t CALTRANS TYPE I ARROW AS APPLICABLE, TO BE PAINTED GUTTER LIP TO A DEPTH OF 12". 2`' SHEET WHERE SECTION IS SHOWN tr CONSTRUCT 16'-20' WIDE ALLEY PER C.O.B. STD. ST -12. CALTRANS TYPE VII ARROW 1 O PAVEMENT TO BE 0.15' TYPE "B" COLORED A.C. f ": � AS APPLICABLE, TO BE PAINTED (COLOR TO BE DETERMINED) OVER 0.15' TYPE "B" A.C. (BLACK)`°�='. L✓ CAL -TRANS TYPE VI ARROW 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 4' WIDE VALLEY GUTTER PER C.O.B. STD. ST-17.`��,q� PAVEMENT TO BE 0.50' PORTLAND CONCRETE CEMENT OVEROA11�y- GiV�,\-. 11 0.40' CL. II AGG. BASE OVER 0.50' COMPACTED 0. G. TOa 90% OF MAX. 0 IL 0 co z � w N W I co • U a d W ., W cz co r--1 o W cm O W ■ Gz F (n cf) OO m O � O v O Q j a 0 co N Q M ~a C Z 1 v ) N H 0 0 a' IL 0 W � w N W I co = T- 00 cm IL 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 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. C)- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. (REFERENCE DETAIL SHEET 14) FURNISH & INSTALL ALLEY LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. (REFERENCE DETAIL SHEET 14) R CATCH BASIN NO. 27 v Ln ,M7 M STA. 22+34.74, C.L.17.00LT.= N N STA. 22+68.95, F.L. NORMAL F.L. ELEV.=353.58 zN w II II c3 u: c3 L, II DEPRSSED F.L. ELEV.=353.41 cO co rroj M p 11 W^ oo n1 .- --to U +N + NN r O Co ��� V o d' I- OAKLEY ST. W JJQd- NN N NN J-1 ^ O O (O� O U U Lam: M .- --� J U Cj -i U Li: N M 0 J L¢L.. 4- U L'- LL. ¢ 1¢- Q � rQ- FQ- L . J J M u SHEET 10 ` N %' W Q: F- N N (� J J _1 J J -1 J -� J J J O) tD Q = ^ �N N" cn U L'' m el' ti Li ti Li U L� L� LL_ Li ti Li Li U Lf Z U Li > J -� J J --� -1 J J --� J J 1 W � N' O N Li Li la. LL. U LL O Cn co COD O N �' - - N L[') N N N Z O) 'N Z Z J W Li Li Li Li LL. Li Li U W 11 1 11 1 Z c0 0) M Y N N N N N N O LV l N� N N N N N N N O O O OW W o + + o ,','� + + rn Ln + + ¢ <r v � - ,= rn Y cv v) II I I( mao a a v a v 1= ¢ v v d oN II 1 N l ¢ o f ¢ I w Ln ri C6 rj rj r r l N N m c/) N N LOT N N 1 g ¢ (N Lr 0 N¢ O I Q M r ,7 W O M W O tt� r r; CD r M M r tri CD r M Ci 0) rrj m Oi d -i W d (n C> O + + N N rj oo W r pj rj r U Q st O) O) N W N N N N N N N CO _ + + + + + S ++ r c0 �I Q Cn 0 I/ cwt 3 m++ . co I� I Q rn I ,n ¢ _ r r + + �+ + �+ + ^/, N+ m++//�//� ^/, co Qrn I L,. Q_ //�7 ^ rj ao ti `^' o_ 1 1 QQ= J CnN IF-LLl Cn tyr,� l NM �W I 0 '�' 21 + 0 LL N N N �� N L4 N N N �� N N m F- NNQO V� W NI W <F L / O) m / Q I �7 `� wo- U HE• --w QQ /� I U Q > N N W NN > N N ' > �l > N IM w NN to ml tD ^l ^ I� LLQ ^ w� 00 'f'I U COCOJw >� + +I >� + +I LU + + 3 +�VVV ++ ` I II m Cn N Z Z �• F" ¢ f-1� ¢ Q Q Q N N N Z N > F- N Q N N N N 1'07 I'Oj 1'07 M M M an m o¢ �oQ ¢ oa a oQ -d Qad o o z C� 1- o m cn 1- ~ EASEMENT` 1- F- F- V CD cn c) 2 SIDEWALK m c� v~i c� N N Z o m o rQ- 2' SIDEWALK o F 1Q- m cd L¢-1¢ li 1 vwi �l -0_ 9 N N C -ii N N � N fn CS N N CSN N � N !n CS N N c=O V) N N N C� fn N � N N C -i1 N LYl N N J -J 1( 2 R 2 EASEMENT R EASEMENT 2 R Jf 1 1( Q, n I( L �J :� 1 " z7' U 3 1 1 �-� 2 2+ 2 NO1'14'42"E 23+00 N^ 24+00 3 25+0 3 26+00 N t 27+00 3 3 N^ 1 1 J 18. I _ 28+00 29+00 30+00 _ 2189.72 31 +00 = O1 " 6" SE R _ io ice" SEWER S _ 312.00' " 1 - - I-- - - -I- - N N g I O �p 4 3 N 4 O O1 4 i� _ 4 8 S R O 10-1 �-N 4 8" SEWER O J 3 I IN ._ --� m a - �- R W _ _ R W 5 I R W 3 R W 2� I 1 v"' II( S TERSECnON 1 t�. 2, CL UNIT BOUNDARY/MATCHN II �� LOT 2 m W in W 1 I►( TA.31+ 9.7 LINE (SEE SHEET 13) 1 �I II LOT 2 CC �, > I 2 1 A cn ao o II 2 SIDEWALK ,- z STA. 21+64.77, C.L. 'n l j a II -1 EASEMENT � � -1 ~ CC I 1 w N 1 (� d 1 I- I w o v o o v 135' I 3 J I J -' R 2' SIDEWALK 1 i i coo v o O U v o U o o w �� F- 5' 1- v ~ v L= -' I I( ao oo o v o C3 o v 2' SIDEWALK ci I II � I- Q; ►= � o L= uj o�ooi II ( r=v� 1 v v) ~ o -1 0 cn aa'orn rn Mrn rn �r\�ooi o (1,118 1 7 of 26' 26'I vol vovo l o J o �C3 1 CD ao M o z o O Dc I II v EASEMENT r l Lb II Oi o,l Q of ( d 26' I: 26 v o' 1/ rn 16 o v o l o EASEMENT 1 v oo v ~ o o U % o v I I l V r' I 7 `" i o LNn Lri i I 1 °O �l O Cj O U ( U O U G H O J C%) O O M LA J ¢oUL� vo ► ai 1 0 1L L ri� moi II rnOi �I L=oi I ��L=�^ 1 I <'�vLinn Ln �)U + m m J 1-=- O Oi ♦- Or -Z I co ~^ 0 Ln Ln O O N Cl C" Oi O U U O O) 1 I I I m Ln in + + U U M U O Uo ��o I l 11 10 M v U�U I I 1 z + II I J- N 15 +14~ J O) II n J co O M 0 O) L- co 17' 17' 11 II Of M M N O) M M M .1.. J" J {. J `t Ln -i N -i o 1 co M rn M rn 11 11 M ni 17' 17' ( Ln o `" L`nn L`nn r7 Lri , , 11 CS LO Lri v rn 1ri ,ci �a v n v j II rn rn to / p J �if II N U U N M U st co Ln CJ M U °O U Ln CJ Ln c) ao Ln W O) LL) (1. > > II M II ^ W cD cr Ln M M , M _ M J 17 I ( M N I in Ln ') 126' 26' J co O Q > Q W ch w cV > > M w Co _ _M N Ln 1n Ln J 1 it Ln 1n Ln 1n 1n M .Ln 11 M M + M M + M + M M 11 J J I-- J J 1.- W W _O Lp U ? M U II U-) U-) U M M aD aD Ln J II II > w Ln w cow Lo t- rn o ¢ w + w + J + ¢ ¢ st L[i ¢ no U II M j II co 11 cO Ln N N co Ln I I to J w + w + J 0 J ¢ LANESFlELD DR. II d 1n II r II II U v II 11 o it U n N N Oi + w + w + + w + to `'' MEDAWON D . j Ln C6 11 W W I , OAKLEY ST. Q Oi C4 cn j 00j W M' dm• fn w ,v�j w N w Co M cn M W ^ j O W M > N > O> CO N> I� M N j m j m w �' MARSDEN ST. I N I 00 N 1 N N N I N I M tea? SHEET7 4, J w +w+ w +il >"JLow�' SHEET II w m �� d � ¢� `o d J~J00wcn SHEET II 1 I d d ��M J et W + j W N NJ <t M M 17j W 0w w 1 + w+ N L''1 + w + N W +W ~ Ln W+ W+ + ¢ d Q¢ Q [1 a of Ln U Li ¢ f- t- ¢ ¢ Q SHEET 10 + +I W+ I N I N I NW J N I W+ N I N I N I N 4JN Qrn ¢tnQ to QNQtnmN W N I N d Q I N ¢ ¢ Q w + W 1+ I I 'q- Ir Lz N 1 I N I N I N Cl J co d Q v) Q m t- U) F- H 1- H M I N Cl Q N Q W F¢- C3 Q (n ¢ Q cn Q N Q N I NUNI 1 5 a: Q N� La.1 N Q N Q¢ <C N Q N Q N I N Q N Q N m N U N La! N Q N Q N e.{ N m N 1- N� V Q� 364 362 360 358 356 354 352 350 348. 346 BARRO (PRIVATE (STA. 21+64 STA. .72) S = 50' HORIZONT 1" = 5' VERTICAL ET I,- IT 1�et k PLP<O s CURVE TABLE Rt z CURVE RADIUS LENGTH ITANGENT DELTA 1 20.00' 31.42' 20.00' 90'00'00" 2 13.00' 10.93' 5.81' 48'11'23" 3 26.00' 43.74' 29.07' " 96'22'46" 4 25.00' 51.53' 41.69' 118'06'10" R CATCH BASIN NO. 27 v Ln ,M7 M STA. 22+34.74, C.L.17.00LT.= N N STA. 22+68.95, F.L. NORMAL F.L. ELEV.=353.58 zN w II II c3 u: c3 L, II DEPRSSED F.L. ELEV.=353.41 cO co rroj M p 11 W^ oo n1 .- --to U +N + NN r O Co ��� V o d' I- OAKLEY ST. W JJQd- NN N NN J-1 ^ O O (O� O U U Lam: M .- --� J U Cj -i U Li: N M 0 J L¢L.. 4- U L'- LL. ¢ 1¢- Q � rQ- FQ- L . J J M u SHEET 10 ` N %' W Q: F- N N (� J J _1 J J -1 J -� J J J O) tD Q = ^ �N N" cn U L'' m el' ti Li ti Li U L� L� LL_ Li ti Li Li U Lf Z U Li > J -� J J --� -1 J J --� J J 1 W � N' O N Li Li la. LL. U LL O Cn co COD O N �' - - N L[') N N N Z O) 'N Z Z J W Li Li Li Li LL. Li Li U W 11 1 11 1 Z c0 0) M Y N N N N N N O LV l N� N N N N N N N O O O OW W o + + o ,','� + + rn Ln + + ¢ <r v � - ,= rn Y cv v) II I I( mao a a v a v 1= ¢ v v d oN II 1 N l ¢ o f ¢ I w Ln ri C6 rj rj r r l N N m c/) N N LOT N N 1 g ¢ (N Lr 0 N¢ O I Q M r ,7 W O M W O tt� r r; CD r M M r tri CD r M Ci 0) rrj m Oi d -i W d (n C> O + + N N rj oo W r pj rj r U Q st O) O) N W N N N N N N N CO _ + + + + + S ++ r c0 �I Q Cn 0 I/ cwt 3 m++ . co I� I Q rn I ,n ¢ _ r r + + �+ + �+ + ^/, N+ m++//�//� ^/, co Qrn I L,. Q_ //�7 ^ rj ao ti `^' o_ 1 1 QQ= J CnN IF-LLl Cn tyr,� l NM �W I 0 '�' 21 + 0 LL N N N �� N L4 N N N �� N N m F- NNQO V� W NI W <F L / O) m / Q I �7 `� wo- U HE• --w QQ /� I U Q > N N W NN > N N ' > �l > N IM w NN to ml tD ^l ^ I� LLQ ^ w� 00 'f'I U COCOJw >� + +I >� + +I LU + + 3 +�VVV ++ ` I II m Cn N Z Z �• F" ¢ f-1� ¢ Q Q Q N N N Z N > F- N Q N N N N 1'07 I'Oj 1'07 M M M an m o¢ �oQ ¢ oa a oQ -d Qad o o z C� 1- o m cn 1- ~ EASEMENT` 1- F- F- V CD cn c) 2 SIDEWALK m c� v~i c� N N Z o m o rQ- 2' SIDEWALK o F 1Q- m cd L¢-1¢ li 1 vwi �l -0_ 9 N N C -ii N N � N fn CS N N CSN N � N !n CS N N c=O V) N N N C� fn N � N N C -i1 N LYl N N J -J 1( 2 R 2 EASEMENT R EASEMENT 2 R Jf 1 1( Q, n I( L �J :� 1 " z7' U 3 1 1 �-� 2 2+ 2 NO1'14'42"E 23+00 N^ 24+00 3 25+0 3 26+00 N t 27+00 3 3 N^ 1 1 J 18. I _ 28+00 29+00 30+00 _ 2189.72 31 +00 = O1 " 6" SE R _ io ice" SEWER S _ 312.00' " 1 - - I-- - - -I- - N N g I O �p 4 3 N 4 O O1 4 i� _ 4 8 S R O 10-1 �-N 4 8" SEWER O J 3 I IN ._ --� m a - �- R W _ _ R W 5 I R W 3 R W 2� I 1 v"' II( S TERSECnON 1 t�. 2, CL UNIT BOUNDARY/MATCHN II �� LOT 2 m W in W 1 I►( TA.31+ 9.7 LINE (SEE SHEET 13) 1 �I II LOT 2 CC �, > I 2 1 A cn ao o II 2 SIDEWALK ,- z STA. 21+64.77, C.L. 'n l j a II -1 EASEMENT � � -1 ~ CC I 1 w N 1 (� d 1 I- I w o v o o v 135' I 3 J I J -' R 2' SIDEWALK 1 i i coo v o O U v o U o o w �� F- 5' 1- v ~ v L= -' I I( ao oo o v o C3 o v 2' SIDEWALK ci I II � I- Q; ►= � o L= uj o�ooi II ( r=v� 1 v v) ~ o -1 0 cn aa'orn rn Mrn rn �r\�ooi o (1,118 1 7 of 26' 26'I vol vovo l o J o �C3 1 CD ao M o z o O Dc I II v EASEMENT r l Lb II Oi o,l Q of ( d 26' I: 26 v o' 1/ rn 16 o v o l o EASEMENT 1 v oo v ~ o o U % o v I I l V r' I 7 `" i o LNn Lri i I 1 °O �l O Cj O U ( U O U G H O J C%) O O M LA J ¢oUL� vo ► ai 1 0 1L L ri� moi II rnOi �I L=oi I ��L=�^ 1 I <'�vLinn Ln �)U + m m J 1-=- O Oi ♦- Or -Z I co ~^ 0 Ln Ln O O N Cl C" Oi O U U O O) 1 I I I m Ln in + + U U M U O Uo ��o I l 11 10 M v U�U I I 1 z + II I J- N 15 +14~ J O) II n J co O M 0 O) L- co 17' 17' 11 II Of M M N O) M M M .1.. J" J {. J `t Ln -i N -i o 1 co M rn M rn 11 11 M ni 17' 17' ( Ln o `" L`nn L`nn r7 Lri , , 11 CS LO Lri v rn 1ri ,ci �a v n v j II rn rn to / p J �if II N U U N M U st co Ln CJ M U °O U Ln CJ Ln c) ao Ln W O) LL) (1. > > II M II ^ W cD cr Ln M M , M _ M J 17 I ( M N I in Ln ') 126' 26' J co O Q > Q W ch w cV > > M w Co _ _M N Ln 1n Ln J 1 it Ln 1n Ln 1n 1n M .Ln 11 M M + M M + M + M M 11 J J I-- J J 1.- W W _O Lp U ? M U II U-) U-) U M M aD aD Ln J II II > w Ln w cow Lo t- rn o ¢ w + w + J + ¢ ¢ st L[i ¢ no U II M j II co 11 cO Ln N N co Ln I I to J w + w + J 0 J ¢ LANESFlELD DR. II d 1n II r II II U v II 11 o it U n N N Oi + w + w + + w + to `'' MEDAWON D . j Ln C6 11 W W I , OAKLEY ST. Q Oi C4 cn j 00j W M' dm• fn w ,v�j w N w Co M cn M W ^ j O W M > N > O> CO N> I� M N j m j m w �' MARSDEN ST. I N I 00 N 1 N N N I N I M tea? SHEET7 4, J w +w+ w +il >"JLow�' SHEET II w m �� d � ¢� `o d J~J00wcn SHEET II 1 I d d ��M J et W + j W N NJ <t M M 17j W 0w w 1 + w+ N L''1 + w + N W +W ~ Ln W+ W+ + ¢ d Q¢ Q [1 a of Ln U Li ¢ f- t- ¢ ¢ Q SHEET 10 + +I W+ I N I N I NW J N I W+ N I N I N I N 4JN Qrn ¢tnQ to QNQtnmN W N I N d Q I N ¢ ¢ Q w + W 1+ I I 'q- Ir Lz N 1 I N I N I N Cl J co d Q v) Q m t- U) F- H 1- H M I N Cl Q N Q W F¢- C3 Q (n ¢ Q cn Q N Q N I NUNI 1 5 a: Q N� La.1 N Q N Q¢ <C N Q N Q N I N Q N Q N m N U N La! N Q N Q N e.{ N m N 1- N� V Q� 364 362 360 358 356 354 352 350 348. 346 BARRO (PRIVATE (STA. 21+64 STA. .72) S = 50' HORIZONT 1" = 5' VERTICAL ET I,- IT 1�et k PLP<O s LEGEND: CONT.) rn Rt z 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 It "R26(CA)" - NO PARKING "Wt -7" - DOUBLE ARROW "R3 -5R" - RIGHT TURN ONLY "Wt -6" - SINGLE ARROW cV "R4-7" - KEEP RIGHT "W1-1" - CURVE ARROW Lu 'o "R81(CA)" - BIKE LANE "W3-3" - SIGNAL AHEAD 00 m "R1-2" - YIELD "W11-2" - PEDESTRIAN TRAFFIC "W16 -7p" - DIAGONAL ARROW PLAQUE -- D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS (D STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS Z z CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. S SEWER - REFER TO SEWER & STORM DRAIN PLANS Q SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. 0 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. 0 U0 O m Ln t` Lf) m "i ao U? Mi ti M Ln h Wm W Y QY m zw Q o o w Ln v m T N co N Q d m 1L..& Z cl) I co tom - H�> a a U O a' tOM I j Lq g� J j J j � j Ld MM J 11 > > W LO r Lu �I- w w w W L` j J w 11. QS M pp N J W J cc } LLo N O) t00 sF N Ln OmjwJ Cp tL M N w J Y COD + Z O W + O + + + J m L+- D}- N + LO A PROXIMA EXISIIN d J L+ LO 4 O N m�N N N N NQS N N � o N 2_I N U FQ- _- _ - _ _ _ - _ c j_ _ - - -_ �mfc � U I m 2 N CL C!) L" N FQ-OW - Cn _ O m N �- -- F¢- W -- - -- -- - __ _v) CI - - - _ S=0.25%S= 0.25% - - - - - =0 5% ' PR OSED WEST FLOWL E VEST FLOW PRDPOSED 0th N io w ZW N Q W OQQQ- to Ln F- �N� I I cco 01 OI nr LEGEND: CONT.) rn Rt z 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 It "R26(CA)" - NO PARKING "Wt -7" - DOUBLE ARROW "R3 -5R" - RIGHT TURN ONLY "Wt -6" - SINGLE ARROW cV "R4-7" - KEEP RIGHT "W1-1" - CURVE ARROW Lu 'o "R81(CA)" - BIKE LANE "W3-3" - SIGNAL AHEAD 00 m "R1-2" - YIELD "W11-2" - PEDESTRIAN TRAFFIC "W16 -7p" - DIAGONAL ARROW PLAQUE -- D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS (D STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS Z z CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. S SEWER - REFER TO SEWER & STORM DRAIN PLANS Q SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. 0 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. TRACT BOUNDARY UNIT BOUNDARY 30 31 32 364 362 360 358 356 354 352 350 348 346 o7-1y-tG VN %-rc Sl 0 o w l -I v7 -o? -1s' Pm 3 0Nxy LEGEND: (CONT.) CONSTRUCTION NOTES: NOTES: - - - - - - - - - - - - - - - - - - - - - - PROPOSED SAWCUT LIMIT LINE O1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. 12 CONSTRUCT PASSING AREA PER DETAIL ON SHEET 8. 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN TS FURNISH & INSTALL TRAFFIC SIGNAL CONDUITOSTANDARD SIDEWALK PER C.O.B. STD. ST -3. IMPROVEMENTS AND DETAILS. IR FURNISH &INSTALL IRRIGATION CONDUIT 2 CONSTRUCT 4' 13 CONSTRUCT ALLEY ROLL-TOP CURB PER 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B"IRRIGATIONDETAIL ON SHEET 16. OVER 0.40' CL. II AGG. BASE OVER 0.50' COMPACTED O.G. TO Ic FURNISH &INSTALL INTERCONNECT CONDUIT O CONSTRUCT HANDICAP RAMP PER DETAIL ON SHEET 2. BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. TR3 TR5 TR6 FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT 4O CONSTRUCT ON-SITE CURB WITH 12" TOTAL CURB HEIGHT AND 14 CONSTRUCT ALLEY FLUSH CURB PER DETAIL ON SHEET 16. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS TR3=N0. 3 1 2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE 6 CURB FACE PER DETAIL ON SHEET 2. PER C.O.B. STD. D-14 UNLESS NOTED OTHERWISE. �1 CURVE NUMBER FOR CURVE DESCRIPTION OS CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3. 15 PAINT 12" CROSSWALK LINES USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. 4. ADJUST EXISTING SEWER MANHOLES TO FINISHED GRADE. 0TAPER NUMBER FOR TAPER DESCRIPTION O . SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER. 16 PAINT 12" SOLID WHITE LINE USING THERMOPLASTIC PAINT PER 5. EXISTING POLES TO BE RELOCATED. (D ITEM OF WORK - SEE SCHEDULEPAINT 12" LIMIT O IT LINE USING THERMOPLASTIC PAINT PER CALTRANS CALTRANS STANDARD SPECIFICATION 8010-21C-19. 6. ALL DRAIN INLETS TO BE CHRISTY U23 CATCH BASIN WITH CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS STANDARD SPECIFICATION 8010-21C-19. O PAINT 12" DOTTED WHITE LINE USING THERMOPLASTIC PAINT PER ALHAMBRA FOUNDARY A2012 BICYCLE PROOF 24"x24" GRATE. ■� 17 21C-19. PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) O CONSTRUCT TYPE "M' MEDIAN CURB WITH 14" TOTAL CURB CALTRANS STANDARD SPECIFICATION 8010- SECTION DESIGNATION: HEIGHT AND 71/2" CURB FACE. C�� LETTER CALTRANS TYPE IV ARROW, LEFT OR RIGHT AS APPLICABLE, TO BE PAINTED CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. _ _ _ _ A COMPACT SUBGRADE TO 90% OF MAX. TO 12" BEYOND _� A n AURINS TYPE I ARROW GUTTER LIP TO A DEPTH OF 12" r U AS APPLICABLE, TO BE PAINTED . SHEET WHERE SECTION IS SHOWN CONSTRUCT 16'-20' WIDE ALLEY PER C.O.B. STD. ST -12. CALTRANS TYPE Al ARROW AS APPLICABLE, TO BE PAINTED 10 PAVEMENT TO BE 0.15' TYPE "B" COLORED A.C. (COLOR TO BE DETERMINED) OVER 0.15' TYPE "B" A.C. (BLACK) No. �j CAL -TRANS TYPE VI ARROW OVER 0.40' CL. II AGG. BASE OVER 0.50' COMPACTED O.G. TO Ex, BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. CONSTRUCT 4' WIDE VALLEY GUTTER PER C.O.B. STD. ST -17. ,Qh cjVj"'_ 11 PAVEMENT TO BE 0.50' PORTLAND CONCRETE CEMENT OVER OF C1*�� 0.40 CL. II AGG. BASE OVER 0.50 COMPACTED O.G. TO 90% OF MAX. r m w w a 0 rn O M It 0 0) cV - Lu 'o z 00 m 1�1 co 000 Q Z z w li I o a d- Q 'd- 0 U0 O m t` Lu Cao (0 u: (0 v m _ bCO ti h Wm W Y QY m zw Q o o w v r m w w a 0 ii o Z J a. z � �N Lu Lu 'o OD LLJW "~CHH O m t` _ bCO ti h V m T N co N Q m 1L..& Z cl) I co tom - a a U O a' ii o 2 CL INTERSECTION STA. 10+00.00, C.L. 3 D CURVE TABLE CURVE n LENGTH w 11 Lu L_j 1 20.00' 31.42' 20.00' 90'00'00" ►R HEET Y ST. & 13 Wckf o ^ 4714-FP5 o ALLEY "G" aCD . o SHEET 18 ^ ro 0 0.50' COMPACTED O.G. STERNBERG N N O NM X26' '1 mcg �� Of OAKLEY ST. r„ O JJ J 10'10fl1 cn No _j _j U W 7543 -TF N � m I1. CD � 1 17' 1 U "d U ti STANDARD SIDEWALK V U ti U II II U -� �J J -JJ J I o 1 (o� 00 %2 I M oC a q II6� III 0 �4 0 u ' 111 4- wco Uw1 I W 1 I U NN 3 2' SIDEWALK �' NN'-U�to IIIdN.. IIIq c" + + + iir� III 1 ++ N ^ ^ 31 �1 M 3(� col rn 29 �I � I a a Co+ o+ m r-r-i,.: N = �- ^ ^ L>1_ IIIZ-- Ills �.- + p,�F,28 Z++ + w.+I + 1 i d-a-Qcn EASEMENT '- � '- IIIA III ��. p d a w� oo( �`-11lJU N I) 26mom 5, 1 ( N 2 c_jz fne a iilzl III m 11 u+ til w N N � m � ' 2 SIDEWALK j Far¢- cn 4i R ao c~i� t~n 1 _j 1 �' 2 Z F EASEMENT N I i+ 1� R/W N I z I cn I STA. 16+80.00, C.L. ¢ I- w I I I I 1 31 io I - - ` a' CURVE TABLE CURVE I RADIUS LENGTH TANGENT I DELTA 1 20.00' 31.42' 20.00' 90'00'00" ji 3 1 8" SEWER 9 N 1 6" SEWER "' 9 �, 1 3 11 B.C.R. - ELEV.=354.74 T.C. 11 _ _ 156.0 _ _ _ _ _ _ s _ _ _ .00'_ s 15+00 , . 179.00' S88'45'18"E +00 12 0+ 0 13 0+ 0 14 0+ 0 + - - - - �- - - - STA. 16+51.00, C.L.9.00RT. 18" DR N 16+00. 680.00' O 4 4 N^ -o- 4 ( `0 4 3 II li I 3 1 I 1 11 33 1 it 25 a 2 II I I W I 2s 22 '- '- ci 2 ci ci R 2 ci ►: J i I 1= 2 m 1 A.P. - ELEV.=354.73 T.C. v o ilk zlil c' 0 0 0 2' SIDEWALK U III `''Ip C3 0 0 0 o m 1 I I I ttt i-- Ijj o v o ~ I I �' v o 0 0 0 o EASEMENT o o o~ r ¢ I �' o c� o c� o c� o I STA. 16+45.83, C.L. 9.00RT. r- r-= ti o 11 II o .. I �� ti o o III- II I I Z j o' of co of 21 F N Ilf� r�l4 �t _ 1 co I 2 4 I co I~ ^ a o IIIA � III II N 'r 3 0_ M o I:- p ({ r> '"� rn co N M ~ -- o z rn Ilip rill `n n N N I I 3 ,ii -� N w cU o U o -� �Lrsn _j '-aop� 4 -' o J r IN +I MI 25 +IN ' m p + IIF olili <r J J 01 3 a II ori o o <r J ao .n 1 I w 1 `�UOU �� I- �mUMCi III -iq� r7 Ci mv�v d•ci� '� O<I III• -=1111 rev ,nU,nci �o � 0 2� i vy ( OMo N� N M it II If M M M 'nU II m� II' 111 11 M M M I > II II o>o >o u'� II "'> ¢ Q d d �M > r- >o II'� u'� a 23' 126' 2611 1 a I W O O M J N O w 0 , w 0 M M H r- 1--- F- II co 11 n W Q W O 00 O co O J O) > M � > J > > N N co J Z F-- > > > 1 ( W N '� r7 �n ci m cv ,,, ui ,,, oo Q 0 1 �f w C 4 W 0i > ri > > cn 1110' 1011 J 0i W ri w W 17' 17' I 11 1 M M J 00 N I I I eo J N J N J N W^ w I I I W N J n -� J M I I 1 I O W O it O II O W+ I + " s '+ W+ W + W+ J N I "» I + W+ W+ W+ BARROWBY ST. I I GALLEY G I I `V A.P. - ELEV.=354.51 T.C. A.P. - ELEV.=354.43 T.C. I � +0 ALLEY I I � 1 1 OAKLEY ST. SHEET 12 C Q ¢ � d oo ¢ ¢ SHEET 18 c I SHEET 19 SHEET 9 F- n r- w + w + ° F- �? F- U STA. 13+09.33, C.L. 17.00RT. STA. 13+43.67, C.L 17.00RT. a � d C3 ci n n a uj cn ¢ cn o o a U) m u) w cn d cn cn P of uj cn ¢ cn ¢ cn ¢ cn I I A.P. - ELEV.=354.33 T.C. A.P. - ELEV.=354.28 T.C. Q N d cn n o: �N STA. 13+17.33, C.L. 9.00RT. STA. 13+35.67, C.L. 9.00RT. cn N 2 UN� a Q 4 .......... ... .. ...... ILLBROOK DRIVE (PRIVATE STREET) SCALE: 1 = 50 HORIZONTAL 1" = 5' VERTICAL 364 362 360 358:m 356 354 352 350 48 46M % 7 J 0 1 LINT 4 5' STERNBERG CURB & GUTTER 2% MIN. 27. I AUSTIN POLE MEDITERRA STREET 0.20' A.C. PAVING- AVING 4714-FP5 0.40' AGG. BASE 0.40' ro 0 0.50' COMPACTED O.G. STERNBERG TO 95% RELATIVE DENSITY N O NM CS' ALLEY "I" O 0 OAKLEY ST. 1" = 5' VERT. 550-FP5-10 7543 -TF N � m I1. SHEET 19 CD � 2 �' � D .. SHEET 9 STANDARD SIDEWALK W LANDSCAPE AREA o JJ II J �J IIfO'ldli J_N -JJ _ _ mU J_jL23:� 26' 26'I 27 m z m o r U Z Uw J�`' (3 u: u ' 111 w Uw wco Uw1 17' 17'-1Q NNWIi o0 111 will _ o W �� LOT °° o0col ticr m r-r-i,.: N = r-� ++ III �IIII o i + NN ++ p,�F,28 Z++ w.+I d-a-Qcn d•st ^^ I'll- > 111 s-IIII w LoNLoU�� III Iplll w� oo( �`-11lJU N I) 26mom ��ow iii z�� ¢ Uz �� ��1 3 �I� II z p Far¢- cn I r¢-� i, i w cn cn 2' od c� cn cn o I ECTION INTERSuj Z F R N 2 i+ 1� R/W N I z I cn I STA. 16+80.00, C.L. ¢ I- w I io I ji 3 1 8" SEWER 9 N 1 6" SEWER "' 9 �, 1 3 11 B.C.R. - ELEV.=354.74 T.C. 11 _ _ 156.0 _ _ _ _ _ _ s _ _ _ .00'_ s 15+00 , . 179.00' S88'45'18"E +00 12 0+ 0 13 0+ 0 14 0+ 0 + - - - - �- - - - STA. 16+51.00, C.L.9.00RT. 18" DR N 16+00. 680.00' O 4 4 N^ -o- 4 ( `0 4 3 II li I 3 1 I 1 11 33 1 it 25 a 2 II I I W I 2s 22 '- '- ci 2 ci ci R 2 ci ►: J i I 1= 2 m 1 A.P. - ELEV.=354.73 T.C. v o ilk zlil c' 0 0 0 2' SIDEWALK U III `''Ip C3 0 0 0 o m 1 I I I ttt i-- Ijj o v o ~ I I �' v o 0 0 0 o EASEMENT o o o~ r ¢ I �' o c� o c� o c� o I STA. 16+45.83, C.L. 9.00RT. r- r-= ti o 11 II o .. I �� ti o o III- II I I Z j o' of co of 21 F N Ilf� r�l4 �t _ 1 co I 2 4 I co I~ ^ a o IIIA � III II N 'r 3 0_ M o I:- p ({ r> '"� rn co N M ~ -- o z rn Ilip rill `n n N N I I 3 ,ii -� N w cU o U o -� �Lrsn _j '-aop� 4 -' o J r IN +I MI 25 +IN ' m p + IIF olili <r J J 01 3 a II ori o o <r J ao .n 1 I w 1 `�UOU �� I- �mUMCi III -iq� r7 Ci mv�v d•ci� '� O<I III• -=1111 rev ,nU,nci �o � 0 2� i vy ( OMo N� N M it II If M M M 'nU II m� II' 111 11 M M M I > II II o>o >o u'� II "'> ¢ Q d d �M > r- >o II'� u'� a 23' 126' 2611 1 a I W O O M J N O w 0 , w 0 M M H r- 1--- F- II co 11 n W Q W O 00 O co O J O) > M � > J > > N N co J Z F-- > > > 1 ( W N '� r7 �n ci m cv ,,, ui ,,, oo Q 0 1 �f w C 4 W 0i > ri > > cn 1110' 1011 J 0i W ri w W 17' 17' I 11 1 M M J 00 N I I I eo J N J N J N W^ w I I I W N J n -� J M I I 1 I O W O it O II O W+ I + " s '+ W+ W + W+ J N I "» I + W+ W+ W+ BARROWBY ST. I I GALLEY G I I `V A.P. - ELEV.=354.51 T.C. A.P. - ELEV.=354.43 T.C. I � +0 ALLEY I I � 1 1 OAKLEY ST. SHEET 12 C Q ¢ � d oo ¢ ¢ SHEET 18 c I SHEET 19 SHEET 9 F- n r- w + w + ° F- �? F- U STA. 13+09.33, C.L. 17.00RT. STA. 13+43.67, C.L 17.00RT. a � d C3 ci n n a uj cn ¢ cn o o a U) m u) w cn d cn cn P of uj cn ¢ cn ¢ cn ¢ cn I I A.P. - ELEV.=354.33 T.C. A.P. - ELEV.=354.28 T.C. Q N d cn n o: �N STA. 13+17.33, C.L. 9.00RT. STA. 13+35.67, C.L. 9.00RT. cn N 2 UN� a Q 4 .......... ... .. ...... ILLBROOK DRIVE (PRIVATE STREET) SCALE: 1 = 50 HORIZONTAL 1" = 5' VERTICAL 364 362 360 358:m 356 354 352 350 48 46M 1 J 0 1 U 5' STERNBERG CURB & GUTTER 2% MIN. 27. I AUSTIN POLE MEDITERRA LEGEND: ABBREVIATIONS FL FLOWUNE POVC POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE EC END CURVE TC TOP OF CURB PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. @O EXISTING SURVEY MONUMENT FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. -O- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. (REFERENCE DETAIL SHEET 14) FURNISH & INSTALL ALLEY LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. (REFERENCE DETAIL SHEET 14) 11 12 13 14 15 16 17 364 362 360 358 356 354 352 350 348 346 20' 26' q LOCAL ST. (PRIVATE STREET) -I---- - 14' 1 9' I 17' 2' SIDEWALK 1 EASEMENT 1 I I W Y Z Q W m m o w I w I < I I2% MIN. STANDARD SIDEWALK LANDSCAPE AREA CURB & GUTTER 4'-20' VARIES i i 2' SIDEWALK EASEMENT aW # m STANDARD SIDEWALK LANDSCAPE AREA 26' 0.40' CL. II AGG. BASE -1 0.50' COMPACTED O.G. TO 90% RELATIVE DENSITY SECTION A SCALE: 1" = 10' HORIZ. 4 1" = 5' VERT. CL LOCAL ST. RR/W 8"1 1 6' 5' STREET PARKING CD Z W W ,^w, c7 c3< w0- MIN. `- STANDARD SIDEWALK LANDSCAPE AREA 0.50' P.C.C. (PORTLAND CEMENT CONCRETE) SCOFIELD COLOR C-25 SOMBRERO BUFF (PRIVATE STREET) 26' I 26' 1 0'-116' 4'-20' 17' 6' 17' 9' W Z 1 J 0 1 U 5' STERNBERG CURB & GUTTER 2% MIN. 27. I AUSTIN POLE MEDITERRA STREET 0.20' A.C. PAVING- AVING 4714-FP5 0.40' AGG. BASE 0.40' ro 0 0.50' COMPACTED O.G. STERNBERG TO 95% RELATIVE DENSITY ALLEY LIGHT SECTION B CONCORD POLE SCALE: 1" = 10' HORIZ. 4 li I 1" = 5' VERT. 550-FP5-10 7543 -TF U 0 2% MIN. I D .. STANDARD SIDEWALK W LANDSCAPE AREA CURB F- m O W Y m z m o r m o Gt H �e 10 10 a� 0 ticr m mg O ice( Z F I N J N ¢ I- w 0 a a' W Mow I T co LL 0 MEN �mm Elm Z MENEENEENEIRON I BBC BOa� LEGEND: ABBREVIATIONS FL FLOWUNE POVC POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE EC END CURVE TC TOP OF CURB PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. @O EXISTING SURVEY MONUMENT FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. -O- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. (REFERENCE DETAIL SHEET 14) FURNISH & INSTALL ALLEY LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. (REFERENCE DETAIL SHEET 14) 11 12 13 14 15 16 17 364 362 360 358 356 354 352 350 348 346 20' 26' q LOCAL ST. (PRIVATE STREET) -I---- - 14' 1 9' I 17' 2' SIDEWALK 1 EASEMENT 1 I I W Y Z Q W m m o w I w I < I I2% MIN. STANDARD SIDEWALK LANDSCAPE AREA CURB & GUTTER 4'-20' VARIES i i 2' SIDEWALK EASEMENT aW # m STANDARD SIDEWALK LANDSCAPE AREA 26' 0.40' CL. II AGG. BASE -1 0.50' COMPACTED O.G. TO 90% RELATIVE DENSITY SECTION A SCALE: 1" = 10' HORIZ. 4 1" = 5' VERT. CL LOCAL ST. RR/W 8"1 1 6' 5' STREET PARKING CD Z W W ,^w, c7 c3< w0- MIN. `- STANDARD SIDEWALK LANDSCAPE AREA 0.50' P.C.C. (PORTLAND CEMENT CONCRETE) SCOFIELD COLOR C-25 SOMBRERO BUFF (PRIVATE STREET) 26' I 26' 1 0'-116' 4'-20' 17' 6' 17' 9' W Z 1 J 0 1 U 5' STERNBERG CURB & GUTTER 2% MIN. 27. I AUSTIN POLE MEDITERRA STREET 0.20' A.C. PAVING- AVING 4714-FP5 0.40' AGG. BASE 0.40' ro 0 0.50' COMPACTED O.G. STERNBERG TO 95% RELATIVE DENSITY ALLEY LIGHT SECTION B CONCORD POLE SCALE: 1" = 10' HORIZ. 4 li I 1" = 5' VERT. DESCRIPTION SIZE LIGHT POST FIXTURE 6'-113' 5' STERNBERG STERNBERG STREET LIGHT 14' AUSTIN POLE MEDITERRA STREET N 4714-FP5 2143 ro 0 0 STERNBERG STERNBERG ALLEY LIGHT 10' CONCORD POLE NANTUCKET li I O 550-FP5-10 7543 -TF STREET LIGHT BASE 2"� 1 15" 2.5 MIN. v Q 6" SLAB 4 n" SEE C.O.B. STD ST -14 o 4 (4)Yz"x18"x3"max ANCHOR BOLTS zz WW 2:E J J #4 VERTICAL 00 U_j GR60 REBAR 3"J 20" 10" RADIUS 4) #3 TIES 0" SPACING (4)Y2"x18"x3"z ANCHOR BOLTS Y ANCHOR LAYOUT MANUFACTURER d - R -20'1 24'-35' VARIES 6'-14' 15'-18' VARIES I VARIES LANDSCAPE 2' SIDEWALK EASEMENT ui o w I Z ;W p > 1 Co w aw U- m CURB & GUTTER 2% MIN. 2% MIN. 2%---__ STANDARD SIDEWALK CURB LANDSCAPE AREA 0.20' A.C. PAVING 0.40' AGG. BASE 0.50' COMPACTED O.G. TO 95% RELATIVE DENSITY SECTION c SCALE: 1" = 10' HORIZ. \ 14 1" = 5' VERT. �.4 20' 20' 3' 3' SIDE SIDE 1' LANDSCAPE LOT I 10' ALLEY 10' ,LOT 'LANDSCAPE EASEMENT EASEMENT Y ( 8'-10' I 8'-10' I Y # I VARIES I VARIES 1 # w #-I 2' 2' 1� m w I 6'-8' 1 6'-8' 2% MIN. 2% 2% 2% 2% 2% MIN. ALLEY ROLL-TOP CURB ALLEY ROLL-TOP CURB SEE DETAIL, SHEET 16. SEE DETAIL, SHEET 16. 0.40' CL. II AGG. BASE 0.15' COLORED A.C. PAVING 0.50' COMPACTED O.G. (COLOR TO BE DETERMINED) TO 90% RELATIVE DENSITY 0.15' A.C. PAVING SECTION O SCALE: 1" = 10' HORIZ. \ 14 1" = 5' VERT. \.� F= rn VARIES I VARIES 0 6'-113' 5' Mco VARIES 8' O Q 2' SIDEWALK STREET N , EASEMENT PARKING ro 0 0 H I �Lu Of O o z aW li I O ; o w U 0 2% MIN. I D .. STANDARD SIDEWALK W LANDSCAPE AREA CURB F- m STREET LIGHT BASE 2"� 1 15" 2.5 MIN. v Q 6" SLAB 4 n" SEE C.O.B. STD ST -14 o 4 (4)Yz"x18"x3"max ANCHOR BOLTS zz WW 2:E J J #4 VERTICAL 00 U_j GR60 REBAR 3"J 20" 10" RADIUS 4) #3 TIES 0" SPACING (4)Y2"x18"x3"z ANCHOR BOLTS Y ANCHOR LAYOUT MANUFACTURER d - R -20'1 24'-35' VARIES 6'-14' 15'-18' VARIES I VARIES LANDSCAPE 2' SIDEWALK EASEMENT ui o w I Z ;W p > 1 Co w aw U- m CURB & GUTTER 2% MIN. 2% MIN. 2%---__ STANDARD SIDEWALK CURB LANDSCAPE AREA 0.20' A.C. PAVING 0.40' AGG. BASE 0.50' COMPACTED O.G. TO 95% RELATIVE DENSITY SECTION c SCALE: 1" = 10' HORIZ. \ 14 1" = 5' VERT. �.4 20' 20' 3' 3' SIDE SIDE 1' LANDSCAPE LOT I 10' ALLEY 10' ,LOT 'LANDSCAPE EASEMENT EASEMENT Y ( 8'-10' I 8'-10' I Y # I VARIES I VARIES 1 # w #-I 2' 2' 1� m w I 6'-8' 1 6'-8' 2% MIN. 2% 2% 2% 2% 2% MIN. ALLEY ROLL-TOP CURB ALLEY ROLL-TOP CURB SEE DETAIL, SHEET 16. SEE DETAIL, SHEET 16. 0.40' CL. II AGG. BASE 0.15' COLORED A.C. PAVING 0.50' COMPACTED O.G. (COLOR TO BE DETERMINED) TO 90% RELATIVE DENSITY 0.15' A.C. PAVING SECTION O SCALE: 1" = 10' HORIZ. \ 14 1" = 5' VERT. \.� F= rn 0) 0 � V Mco N M . , JQ O Q 0 0) N �� ro 0 0 Z o0 �Lu Of O o z li I O ; o U 0 n. D .. W W W to E E (o F- m O W Y m z m o r m o Gt H �e 07 "/1/-f& jt4 r" �,te 6NLI STREET ALLEY 0 f -d 7-/r STREET LIGHT PIER DESIGN LIGHT FIXTURE DETAIL NO SCALE NOT TO SCALE pp �L I LEGEND: (CONT.) LEGEND: (CONT.1 CONSTRUCTION NOTES: NOTES: R1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: - - - - - - - - - - - - - - - - - - - - - - PROPOSED SAWCUT LIMIT LINE O1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. 12 CONSTRUCT PASSING AREA PER DETAIL ON SHEET 8. 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN "R1-1" - STOP "W31(CA)" - END IMPROVEMENTS AND DETAILS. rs FURNISH &INSTALL TRAFFIC SIGNAL CONDUIT "R6-1" - ONE WAY "W14-1" - DEAD END 2 CONSTRUCT 4' STANDARD SIDEWALK PER C.O.B. STD. ST -3. 13 CONSTRUCT ALLEY ROLL-TOP CURB PER 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. "R5-1" - DO NOT ENTER "W14-2" - NO OUTLET IR FURNISH & INSTALL IRRIGATION CONDUIT DETAIL ON SHEET 16. OVER 0.40' CL. II AGG. BASE OVER 0.50' COMPACTED O.G. TO "R26(CA)" - NO PARKING "W1-7" - DOUBLE ARROW I� O3 CONSTRUCT HANDICAP RAMP PER DETAIL ON SHEET 2. BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9 "R3 -5R" - RIGHT TURN ONLY "Wt -6" - SINGLE ARROW FURNISH & INSTALL INTERCONNECT CONDUIT .� j4 CONSTRUCT ALLEY FLUSH CURB PER DETAIL ON SHEET 16. > "R4-7" - KEEP RIGHT "W1-1" - CURVE ARROW r 3 r s s O CONSTRUCT ON-SITE CURB WITH 12 TOTAL CURB HEIGHT AND 3. ALL CATCH BASINS TO BE TYPE A WITH 3.5 OPENINGS 'W3-3" 6 � � FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT 4 » "R81(CA)" - BIKE LANE W3-3 - SIGNAL AHEAD TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=No. 6 SIZE 6 CURB FACE PER DETAIL ON SHEET 2. PER C.O.B. STD. D-14 UNLESS NOTED OTHERWISE. "R1-2" - YIELD "W11-2" - PEDESTRIAN TRAFFIC PAINT 12" CROSSWALK LINES USING THERMOPLASTIC PAINT PER "W16 -7p" - DIAGONAL ARROW PLAQUE Q1 CURVE NUMBER FOR CURVE DESCRIPTION O CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3. 15 CALTRANS STANDARD SPECIFICATION 8010-21C-19. 4. ADJUST EXISTING SEWER MANHOLES TO FINISHED GRADE. -- STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS O1 TAPER NUMBER FOR TAPER DESCRIPTION. . O6 SAWCUT EXIST. E.P. 1 BACK OR AS DIRECTED BY CITY ENGINEER. 16 PAINT 12 5EXISTING POLES TO BE RELOCATED SOLID WHITE LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. 6. ALL DRAIN INLETS TO BE CHRISTY U23 BCHµ B SN WITH ITEM OF WORK -SEE SCHEDULE. ,-, �M Op STORM DRAIN MANHOLE -REFER TO SEWER &STORM DRAIN PLANS ® O PAINT 12 LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS ..:;. � CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS STANDARD SPECIFICATION 8010-21C-19. 17 PAINT 12" DOTTED WHITE LINE USING THERMOPLASTIC PAINT PER ALHAMBRA FOUNDARY A2012 BIC ROi42lRATE. � PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED)CONSTRUCT TYPE "M' MEDIAN CURB WITH 14" TOTAL CURB CALTRANS STANDARD SPECIFICATION 8010-21C-19. SECTION DESIGNATION: s SEWER - REFER TO SEWER & STORM DRAIN PLANS O HEIGHT AND 71/2" CURB FACE. sEcnoN LETTER CALTRANS TYPE IV ARROW, LEFT OR RIGHT 33' SQ SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. AS APPLICABLE, TO BE PAINTED CONSTRUCT 12 WIDE CROSS GUTTER PER C.O.B. STD. ST -17. `_ _ _ _ A == O COMPACT SUBGRADE TO 90% OF MAX. TO 12 BEYOND © SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. CALTRANS TYPE I ARROW 2 GUTTER LIP TO A DEPTH OF 12". AS APPLICABLE, TO BE PAINTED ' SHEET WHERE SECTION IS SHOWN : •.,, ,:: . * - TRACT BOUNDARY CONSTRUCT 16'-20' WIDE ALLEY PER C.O.B. STD. ST -12.x.. PAVEMENT TO BE 0.15 TYPE B COLORED A.C. CALTRANS TYPE VII ARROW ,.. UNIT BOUNDARY AS APPLICABLE, TO BE PAINTED 1O -�` (COLOR TO BE DETERMINED) OVER 0.15' TYPE "B" A.C. (BLACK) N CAL -TRANS TYPE A ARROW 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. 1,2.E' CONSTRUCT 4' WIDE VALLEY GUTTER PER C.O.B. STD. ST -17. PAVEMEN11 REC0'H"['j% DRAWIN 0.40' CL.TII TAOGGE BASEB0.50' OVOER 0.50' COMPACTED EO.G. TO 91 VER 90% OF MAX. 0 0) � V (n U N M . , JQ O Q V o �� 07 "/1/-f& jt4 r" �,te 6NLI STREET ALLEY 0 f -d 7-/r STREET LIGHT PIER DESIGN LIGHT FIXTURE DETAIL NO SCALE NOT TO SCALE pp �L I LEGEND: (CONT.) LEGEND: (CONT.1 CONSTRUCTION NOTES: NOTES: R1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: - - - - - - - - - - - - - - - - - - - - - - PROPOSED SAWCUT LIMIT LINE O1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. 12 CONSTRUCT PASSING AREA PER DETAIL ON SHEET 8. 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN "R1-1" - STOP "W31(CA)" - END IMPROVEMENTS AND DETAILS. rs FURNISH &INSTALL TRAFFIC SIGNAL CONDUIT "R6-1" - ONE WAY "W14-1" - DEAD END 2 CONSTRUCT 4' STANDARD SIDEWALK PER C.O.B. STD. ST -3. 13 CONSTRUCT ALLEY ROLL-TOP CURB PER 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. "R5-1" - DO NOT ENTER "W14-2" - NO OUTLET IR FURNISH & INSTALL IRRIGATION CONDUIT DETAIL ON SHEET 16. OVER 0.40' CL. II AGG. BASE OVER 0.50' COMPACTED O.G. TO "R26(CA)" - NO PARKING "W1-7" - DOUBLE ARROW I� O3 CONSTRUCT HANDICAP RAMP PER DETAIL ON SHEET 2. BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9 "R3 -5R" - RIGHT TURN ONLY "Wt -6" - SINGLE ARROW FURNISH & INSTALL INTERCONNECT CONDUIT .� j4 CONSTRUCT ALLEY FLUSH CURB PER DETAIL ON SHEET 16. > "R4-7" - KEEP RIGHT "W1-1" - CURVE ARROW r 3 r s s O CONSTRUCT ON-SITE CURB WITH 12 TOTAL CURB HEIGHT AND 3. ALL CATCH BASINS TO BE TYPE A WITH 3.5 OPENINGS 'W3-3" 6 � � FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT 4 » "R81(CA)" - BIKE LANE W3-3 - SIGNAL AHEAD TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=No. 6 SIZE 6 CURB FACE PER DETAIL ON SHEET 2. PER C.O.B. STD. D-14 UNLESS NOTED OTHERWISE. "R1-2" - YIELD "W11-2" - PEDESTRIAN TRAFFIC PAINT 12" CROSSWALK LINES USING THERMOPLASTIC PAINT PER "W16 -7p" - DIAGONAL ARROW PLAQUE Q1 CURVE NUMBER FOR CURVE DESCRIPTION O CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3. 15 CALTRANS STANDARD SPECIFICATION 8010-21C-19. 4. ADJUST EXISTING SEWER MANHOLES TO FINISHED GRADE. -- STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS O1 TAPER NUMBER FOR TAPER DESCRIPTION. . O6 SAWCUT EXIST. E.P. 1 BACK OR AS DIRECTED BY CITY ENGINEER. 16 PAINT 12 5EXISTING POLES TO BE RELOCATED SOLID WHITE LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. 6. ALL DRAIN INLETS TO BE CHRISTY U23 BCHµ B SN WITH ITEM OF WORK -SEE SCHEDULE. ,-, �M Op STORM DRAIN MANHOLE -REFER TO SEWER &STORM DRAIN PLANS ® O PAINT 12 LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS ..:;. � CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS STANDARD SPECIFICATION 8010-21C-19. 17 PAINT 12" DOTTED WHITE LINE USING THERMOPLASTIC PAINT PER ALHAMBRA FOUNDARY A2012 BIC ROi42lRATE. � PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED)CONSTRUCT TYPE "M' MEDIAN CURB WITH 14" TOTAL CURB CALTRANS STANDARD SPECIFICATION 8010-21C-19. SECTION DESIGNATION: s SEWER - REFER TO SEWER & STORM DRAIN PLANS O HEIGHT AND 71/2" CURB FACE. sEcnoN LETTER CALTRANS TYPE IV ARROW, LEFT OR RIGHT 33' SQ SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. AS APPLICABLE, TO BE PAINTED CONSTRUCT 12 WIDE CROSS GUTTER PER C.O.B. STD. ST -17. `_ _ _ _ A == O COMPACT SUBGRADE TO 90% OF MAX. TO 12 BEYOND © SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. CALTRANS TYPE I ARROW 2 GUTTER LIP TO A DEPTH OF 12". AS APPLICABLE, TO BE PAINTED ' SHEET WHERE SECTION IS SHOWN : •.,, ,:: . * - TRACT BOUNDARY CONSTRUCT 16'-20' WIDE ALLEY PER C.O.B. STD. ST -12.x.. PAVEMENT TO BE 0.15 TYPE B COLORED A.C. CALTRANS TYPE VII ARROW ,.. UNIT BOUNDARY AS APPLICABLE, TO BE PAINTED 1O -�` (COLOR TO BE DETERMINED) OVER 0.15' TYPE "B" A.C. (BLACK) N CAL -TRANS TYPE A ARROW 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. 1,2.E' CONSTRUCT 4' WIDE VALLEY GUTTER PER C.O.B. STD. ST -17. PAVEMEN11 REC0'H"['j% DRAWIN 0.40' CL.TII TAOGGE BASEB0.50' OVOER 0.50' COMPACTED EO.G. TO 91 VER 90% OF MAX. 0 0) C,> a d �i F- �� W �Lu � o n. W W 4 Gt H �e 10 10 a� 0 ticr m mg O ice( Z F I N J N ¢ I- w 0 a a' W Mow I T co LL 0 CURVE TABLE 28 CURVE RADIUS 1 20.00' LENGTH 31.42' TANGENT RE DELTA 90'00'00" 2 13.00' 20.42' 90'00'00" CL CATCH BASIN NO. 24 STA. 10+37.75, C.L. 14.50LT.= UNIT 6 STA. 10+46.67, F.L. UNIT NORMAL F.L. ELEV.=352.95 A.P. - ELEV.=354.25 T.C. DEPRESSED F.L. ELEV.=352.78 STA. 11+94.13, C.L. 29.50LT. A.P. - ELEV.=354.77 T.C. E.C.R. - ELEV.=353.92 T.C. A.P. - ELEV.=354.48 T.C. J J STA. 13+62.13, C.L. 29.5OLT. STA. 10+37.00, C.L. 29.50LT. o o C.L 37.50LT. c5 � ci A.P. - ELEV.=354.90 T.C. c cS m STA. 11+86.13, PARKERHILL DR. m N m M o N ^ M STA. 13+54.13, C.L. 37.50LT. SHEET 4 Lo v� v 4 v� v 126' 26'11 "� r7 ,n �n 11 II V^- O M ^ M ^ 0 22 pl 113' 17' 11 W � W L 15; L) Lu NI Ld 23 °°I C.L. 14 50RT F.L. I 28 2' ' QII `; o �' 0 1� 26 ±, �5 24 �`' N �I W N �I �I _N 0 i¢ B.C.R. - ELE 355.20 T.C. �'' o II ri a ¢ d i� �I J -i Q �I I a 354 dl 2' SIDEWALK ¢I SHEET 7 co �o o) C3 L.: ON >. orn� oai ca A.P. - ELEV.=354.99 T.C. ¢ in 4 � �' N ¢ N N a N U) EASEMENT v~i 348 E.C.R. i 8- SEWER , N 3 346 INTERSECTION N m 2 R POINT 51 STA. 10+30.00, C.L. 14.50LT.= r 1 co N 362 2 cD f•- 14{00 360 CC STA. 10+38.92, F.L. (� M Lo M , R 4 ``' X00 572.00' 4 GRADE BREAK 51 B.C.R. 29 356 1 3 r 8" SEWER2N� N R r' m o I STA. 10+17.00, C.L. 1.50LT. 2 v s s 350 jo to r7 s a) M STA. 10+18.50, F.L. R 1 11+00 LOT 12+00 `� 13+00 CL INTERSECTION - - - - - - - - - STA. 10+00.00, C.L. 1 13 01 AIN42"E W M W 18 73 GRADE BREAK J 2 'J w w _ Y w w -0 STA. 10+17.00, C.L= i 3 1 'w Y STA. 10+17.00, F.L. 1 w 4 W W w 4 LEFT & RIGHT 30 ; B.C.R. z N" ai N c ooq C O STA. 10+17.00, C.L. 1.50RT.= pNj SII F 2 R 77,,� STA. 10+18.50, F.L. , j "i i " x x „� - ci 32'� J ci -j o ci u ov ^ IDEWALK io EASEMENT cc ; N �' ~ M Ip 3 �' 34 pl �' N p1 M 35 Ic O - - E.C.R. ,1 17 17 1 1 26' rn J t2 ro U J C.) I a, -I- O ^ U + W 00 36 pl STA. 10+30.00, C.L. 14.50RT.= 26' 11 1 11 p,ko "'' M O I M U^ I' Q '' IT6 N STA. 10+38.92, F.L. pARKERHILL DR. d > C'i� d ¢ > d > + + + ,q. W W 31 SHEET 4 J '+ -� w+w+ + N (n J N w+ J w+ N F- N FQ- N CD l o A.P. - ELEV.= .48 T.C. I � I A.P. - ELEV.=354.90 T.C. E.C.R. - ELEV.=353.92 T.C. o_ ¢ n d STA. 11+86.13, C. 37.50RT. a ¢ a GR STA. 13+54.13, C.L. 37.50RT. STA. 10+37.00, C.L. 29.50RT. Q � Q `n A.P. -ELEV.=35 . T.C. ¢ �' Q �¢ N A.P. - ELEV.=354.77 T.C. CL CATCH BASIN NO. 25 I� w STA. 11+94.13, C.L. 50RT. STA. 13+62.13, C.L. 29 T. STA. 10+37.75, C.L. 14.50RT.= - - �N� 6 STA 10+46 67 F L m N cn fnm C.L. 14 50RT F.L. I + LEFT & RIGHT ' A.P. - ELEV.=355.32 T.C. STA. 15+22.13, C.L. 37.5OLT. 1 UNIT BOUNDARY (9, 1 A A.P. - ELEV.=355.18 T. A.P. - ELEV.=354.81 T.C. �I ��� �� ��m ;� STA. 15+30.13, C.L. 50LT. STA. 13+80.47, C.L. 29.50LT. _N 0 i¢ B.C.R. - ELE 355.20 T.C. A.P. - ELEV.=354.99 T.C. ,I!- � II ri STA. 15+3 0, C.L. 29.50LT. STA. 13+88.47, C.L. 37.5OLT. cn cq N �' f- h- Q mcncnz� J -i _ "' LA ELD DR. 354 v � J J SHEET 7 co �o o) C3 L.: ON >. orn� oai 126' 26'1 C.L. 14 50RT F.L. I + LEFT & RIGHT ' NpQ pad + ¢,n o � I I 1 UNIT BOUNDARY 21 '� 20 �I ��� �� ��m ;� W ; STA. 15+46.00, C.L. _N 0 i¢ ¢'� Z W m W N 21 LJJa cn 356 N �' f- h- Q mcncnz� I I Q Ito in _ p0 SHEET 7 354 B.C.R. - ELEV.=355.20 T.C. U li o� t i E.C.R. Orn A.P. - ELEV.=354.99 T.C. Q z " N 14' STA. 15+55.00, C.L. 1.50LT.= m Lo to 4 w O d d STA._15_+71.34, F.L. 348 00 i 8- SEWER 3 346 INTERSECTION N m 10 IDENTICAL POINT 51 STA. 15+72.00, C.L. r 362 2 cD f•- 14{00 360 CC 1 M Lo M , R - ``' X00 572.00' 1 GRADE BREAK 51 356 r STA. 15+55.00, C.L= 354 R r' m o I STA 15+72 84 171 C.L. 14 50RT F.L. I NORMAL F.L. ELEV.=352.95 ANDALAY L DEPRESSED F.L. ELEV.=352.78 (PRIVATE ST T) e SCALE: 1" = 50' ORIZONTA 1" = VERTICAL 364 NI LEFT & RIGHT ' I6 3 38 vl �1 t io 01oq I 1 13'1 1 19 cD _N 0 358 I^ co O00 LJJa STA. 15+55.00, C.L. 1.50RT.= 356 �I JJ p0 SHEET 7 354 B.C.R. - ELEV.=355.20 T.C. U li N H N Q Orn A.P. - ELEV.=354.99 T.C. Q z ,Lo STA. 13+88.47, C.L. 37.5ORT. m Lo to A.P. - ELEV.=354.81 T.C. w Z d d STA. 13+80.47, C.L. 29.50RT. 348 00 i NORMAL F.L. ELEV.=352.95 ANDALAY L DEPRESSED F.L. ELEV.=352.78 (PRIVATE ST T) e SCALE: 1" = 50' ORIZONTA 1" = VERTICAL 364 NI LEFT & RIGHT ' 362 �1 F- W 2 F -C 360 I 1 13'1 1 19 5' _N 0 358 E.C.R. co O00 LJJa STA. 15+55.00, C.L. 1.50RT.= 356 16 STA. -15+71_34, F.L. LANESFlELD DR. p0 SHEET 7 354 B.C.R. - ELEV.=355.20 T.C. w STA. 15+35.00, C.L. 29.5ORT. 352 STA. 15+30.13, C.L. 29.50RT. Q A.P. - ELEV.=355.32 T.C. 350 � � w Z N p`� d 348 00 Q p 346 N m 10 IDENTICAL POINT 364 r 362 cD f•- 360 0 o M Lo M PI) o u ``' 358 � M p M 51 356 r m 354 m o 352 3 v OF 350 jo to r7 � ,� a) M 3 � 46 �, � Tat --)I (�1 Ql.o•r4S 3 0 1 NI LEFT & RIGHT ' Q z �1 F- W 2 F -C a e.� I 1 13'1 1 19 5' _N 0 E.C.R. co O00 LJJa STA. 15+55.00, C.L. 1.50RT.= M 16 STA. -15+71_34, F.L. LANESFlELD DR. p0 SHEET 7 B.C.R. - ELEV.=355.20 T.C. w STA. 15+35.00, C.L. 29.5ORT. A.P. - ELEV.=355.18 T.C. STA. 15+30.13, C.L. 29.50RT. Q A.P. - ELEV.=355.32 T.C. STA. 15+22.13, C.L. 37.50RT. 1� iwI 11 13 ,-0 15 364 M � W Q w 362 W 1 � 360 N 358 356 2. % 354 352 350 348 IDENTI AL POINT 346 16 364 Lo 362 W 360 358 356 2 4 % 354 352 W 350 W 348 z F- W 2 F -C W _N 0 co co O00 LJJa M � 0 p0 pp Z w Z O Q � � w Z N p`� d = 00 Q p coLC co � ~ N m .. ) Z r N cD f•- 0 a U 0 o M Lo M PI) o u ``' M � M p M r m m o 3 v to r7 � ,� a) M o � > W W W M W J 'J w w _ Y w w II w 'w Y Q w W W w La_ w w N" ai N c ooq C O OF pNj c W� + + mLo Lo Lo mLo cc �+ o + W co an } + + + ,q. W W r - �� o o.< �m� GR E CENTERLINE R E 0 CENTERLINE � I LUl Of v I� w - - - - m N cn fnm U) 2M - m LJ N N Z - - s= S= p o PRO OSED EAT FLOWLI E 0 MED AN PRO D WET FLOWL! E ® MED AN I J W 1 Y 01 Y Q W I M W I QI Z J iwI 11 13 ,-0 15 364 M � W Q w 362 W 1 � 360 N 358 356 2. % 354 352 350 348 IDENTI AL POINT 346 16 364 Lo 362 W 360 358 356 2 4 % 354 352 W 350 W 348 ��j 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 0 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 UGHT-5800 LUMEN PER C.O.B. STD. ST -14. (REFERENCE DETAIL SHEET 14) FURNISH & INSTALL ALLEY UGHT-5800 LUMEN PER C.O.B. STD. ST -14. (REFERENCE DETAIL SHEET 14) 20' 1 m (5, 6. 8. STREET 2' SIDEWALK PARKING EASEMENT Q W I a 1 2% MIN. STANDARD SIDEWALK LANDSCAPE AREA CURB 2' SLANT CURB (SEE DETAIL "D') CURB & GUTTER OR 6" CURB WITH 2' WIDE CONCRETE BAND. SEE PLAN. EDGE PAVE I I I I 1 I COLORED LANDSCAPE AREA F q MANDALAY PL (PRIVATE STREET) 47' 15' 15' 15' LANDSCAPE I LANDSCAPE LOT AREA I LOT AREA Lu z 0 1 4. & GUTTER 2% MIN. 1 2% MIN. -0.20" A.C. PAVING- -0.40' AGG. BASE - 0.50' COMPACTED O.G. TO 95% RELATIVE DENSITY SEC11ON A SCALE: 1" = 10' HORIZ.5 1" = 5' VERT. 47' R 20' I m� 15' 8' 6' 5 CD m STREET PARKING 2' SIDEWALK w wo z I EASEMENT z � W d CURB & GUTTER 2% MIN. I I al 2% STANDARD SIDEWALK LANDSCAPE AREA Mid CURB NOTES: BRICK AREAS. PACIFIC CLAY BEAR PATH PAVER: 60% RED FLASHED 30% BURGUNDY 10% DARK IRON SPOT IN REGARD TO THEIR COLOR, THESE BRICKS SHALL BE RANDOMLY SET THROUGHOUT THEIR RESPECTIVE PATTERN. PATTERNS SHALL BE AS FOLLOWS: RUNNING BOND FOR ALL CROSSWALKS, LONG SIDE OF BRICK RUNNING WITH PEDESTRIAN TRAFFIC. HERRINBONE PATTERN FOR VEHICULAR ENTRY WITH A SOLDIER COURSE BORDER. ALL BRICK IN THE SOLDIER COURSE SHALL BE ALL BURGUNDY COLOR. COLORED CONCRETE IN ROUNDABOUTS SHALL BE SCOFIELD COLOR C-25 SOMBERO BUFF. 2' WIDE CONCRETE HEADER (TYP.) BRICK PA) SEE NOTE CURB & GUTTER OR 6' CURB WITH 2' WIDE CONCRETE BAND. SEE PLAN. I w J n - i Q I to O I z I Q 2' SLANT CURB (SEE DETAIL "E' 6" BRICK PAVERS R 1/2 R=Y2" SEE NOTE ABOVE 9. R=,1/2„ a ° d ° °. o a 4 a BRICK PAVER, DETAIL "C" SMALL ROUNDABOUT SURFACE TREATMENT SCALE: N.T.S. 'ONCRETE IT ) ,It 0 0 N O U z w W z z w U uiz ui cn cn 0 Z Q J z F- W 2 F -C W _N 0 co co O00 LJJa 0 Q Z w Z O Q � � w Z N M = 00 Q p coLC co � ~ N m .. ) Z r N cD f•- 0 a U 0 o d M Lo M PI) o u ``' N r m m o 3 v to r7 � ,� a) M o > it J w w II w 'w Y w W ta_ > W N" ai ooq C �W OF + + mLo cc �+ o } + W �� GR E CENTERLINE � I LUl Of m N cn fnm U-3 U) 2M - - - s= p PRO OSED EAT FLOWLI E 0 MED AN I J 1 Y Q I M I ��j 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 0 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 UGHT-5800 LUMEN PER C.O.B. STD. ST -14. (REFERENCE DETAIL SHEET 14) FURNISH & INSTALL ALLEY UGHT-5800 LUMEN PER C.O.B. STD. ST -14. (REFERENCE DETAIL SHEET 14) 20' 1 m (5, 6. 8. STREET 2' SIDEWALK PARKING EASEMENT Q W I a 1 2% MIN. STANDARD SIDEWALK LANDSCAPE AREA CURB 2' SLANT CURB (SEE DETAIL "D') CURB & GUTTER OR 6" CURB WITH 2' WIDE CONCRETE BAND. SEE PLAN. EDGE PAVE I I I I 1 I COLORED LANDSCAPE AREA F q MANDALAY PL (PRIVATE STREET) 47' 15' 15' 15' LANDSCAPE I LANDSCAPE LOT AREA I LOT AREA Lu z 0 1 4. & GUTTER 2% MIN. 1 2% MIN. -0.20" A.C. PAVING- -0.40' AGG. BASE - 0.50' COMPACTED O.G. TO 95% RELATIVE DENSITY SEC11ON A SCALE: 1" = 10' HORIZ.5 1" = 5' VERT. 47' R 20' I m� 15' 8' 6' 5 CD m STREET PARKING 2' SIDEWALK w wo z I EASEMENT z � W d CURB & GUTTER 2% MIN. I I al 2% STANDARD SIDEWALK LANDSCAPE AREA Mid CURB NOTES: BRICK AREAS. PACIFIC CLAY BEAR PATH PAVER: 60% RED FLASHED 30% BURGUNDY 10% DARK IRON SPOT IN REGARD TO THEIR COLOR, THESE BRICKS SHALL BE RANDOMLY SET THROUGHOUT THEIR RESPECTIVE PATTERN. PATTERNS SHALL BE AS FOLLOWS: RUNNING BOND FOR ALL CROSSWALKS, LONG SIDE OF BRICK RUNNING WITH PEDESTRIAN TRAFFIC. HERRINBONE PATTERN FOR VEHICULAR ENTRY WITH A SOLDIER COURSE BORDER. ALL BRICK IN THE SOLDIER COURSE SHALL BE ALL BURGUNDY COLOR. COLORED CONCRETE IN ROUNDABOUTS SHALL BE SCOFIELD COLOR C-25 SOMBERO BUFF. 2' WIDE CONCRETE HEADER (TYP.) BRICK PA) SEE NOTE CURB & GUTTER OR 6' CURB WITH 2' WIDE CONCRETE BAND. SEE PLAN. I w J n - i Q I to O I z I Q 2' SLANT CURB (SEE DETAIL "E' 6" BRICK PAVERS R 1/2 R=Y2" SEE NOTE ABOVE 9. R=,1/2„ a ° d ° °. o a 4 a BRICK PAVER, DETAIL "C" SMALL ROUNDABOUT SURFACE TREATMENT SCALE: N.T.S. 'ONCRETE IT ) ,It 0 0 N O U z w W z z w U uiz ui cn cn 0 Z Q J 11 12 13 14 15 16 346 DETAIL "B" 24" R SEE NOTE ABOVE. 6" =�i2" LARGE ROUNDABOUT SURFACE TREATMENT R=�r2 "" SCALE: N.T.S. DETAIL D" SCALE: N.T.S.°&4 R=V2" a. ° 4 ° ° o .. . v 4 - BRICK PAVER, a ALL INSTANCES OF DETAILS "B" & "C" TO BE SIGNED & STRIPED SEE NOTE ABOVE. ° a " 4 a `a PER SECTION 3B.24 OF MUTCD, 2003 ed. 24" DETAIL "E" LEGEND: (CONT. NOTES: SCALE: N.T.S. � LEGEND: (CONT., CONSTRUCTION NOTES: FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: �- ---------------------- PROPOSED SAWCUT LIMIT LINE O CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. 12 CONSTRUCT PASSING AREA PER DETAIL ON SHEET 8. 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN "Rt -1" -STOP "'W31(CA)" -END IMPROVEMENTS AND DETAILS. 'R6-1" -ONE WAY w14-1" -DEAD END TS FURNISH &INSTALL TRAFFIC SIGNAL CONDUIT O CONSTRUCT 4' STANDARD SIDEWALK PER C.O.B. STD. ST -3. CONSTRUCT ALLEY ROLL-TOP CURB PER 2. LOCAL STREETS -PAVEMENT TO BE 0.20' TYPE "B" A.C. "R5-1" - DO NOT ENTER "W14-2" - NO OUTLET IR FURNISH &INSTALL IRRIGAl10N CONDUIT 13 DETAIL ON SHEET 16. OVER 0.40' CL. II AGG. BASE OVER 0.50' COMPACTED O.G. TO FURN -R26(CA) " - NO PARKING 'W1-7' - DOUBLE ARROW O3 CONSTRUCT HANDICAP RAMP PER DETAIL ON SHEET 2. BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9 "R3 -5R" -RIGHT TURN ONLY 'W1-6" -SINGLE ARROW 1C ISH &INSTALL INTERCONNECT CONDUIT "R4-7" - KEEP RIGHT "W1-1" - CURVE ARROW 14 CONSTRUCT ALLEY FLUSH CURB PER DETAIL ON SHEET 16. " T�3 T�s �6 FURNISH & IN TALL SPLICE BOX FOR INTERCONNECT 4 CONSTRUCT ON-SITE CURB WITH 12" TOTAL CURB HEIGHT AND O 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS "R81(CA)' - BIKE LANE 'W11- -SIGNAL AHEAD TR3=N0. 3 1%82 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE 6 CURB FACE PER DETAIL ON SHEET 2. PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. "R1-2" -YIELD "W11-2' -PEDESTRIAN TRAFFIC ' "W16 -7p" - DIAGONAL ARROW PLAQUE O1 CURVE NUMBER FOR CURVE DESCRIPTION O5 CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST-3.PAINT 12" CROSSWALK LINES USING THERMOPLASTIC PAINT PER 15 4. ADJUST EXISTING SEWER MANHOLES TO FINISHED GRADE. CALTRANS STANDARD SPECIFICATION 8010-21 C-19. -- o STORM DRAIN -REFER TO SEWER &STORM DRAIN PLANS Ol TAPER NUMBER FOR TAPER DESCRIPTION O SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER. .. 5. EXISTING POLES TO BE RELOCATED. PAINT 12 SOLID WHITE LINE USING THERMOPLASTIC PAINT PER �D STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS ® ITEM OF WORK - SEE SCHEDULEO PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS 16 CALTRANS STANDARD SPECIFICATION 8010-21C-19. 6. ALL DRAIN INLETS TO BE CHRISTY U23 CATCH BASIN WITH CATCH BASIN -REFER TO SEWER &STORM DRAIN PLANS. CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS STANDARD SPECIFICATION 8010-21C-19. ALHAMBRA FOUNDARY A2012 BICYCLE PR.00F72,rx24" GRATE. PAINT 12" DOTTED WHITE LINE USING THERMOPLASTIC PAINT PER 17�PureS PER C.O.B. STD. ST -4. UNLESS OTHERWISE NOTED ( ) ® CONSTRUCT TYPE "M' MEDIAN CURB WITH 14" TOTAL CURB CALTRANS STANDARD SPECIFICATION 8010-21C-19. SECTION DESIGNA11ON: E� s SEWER -REFER TO SEWER &STORM DRAIN PLANS HEIGHT AND 71/2" CURB FACE. ' t4'vC CALTRANS TYPE IV ARROW, LEFT OR RIGHT SEC110N LETTER`, { SQ SEWER MANHOLE -REFER SEWER &STORM DRAIN PLANS. AS APPLICABLE, TO BE PAINTED CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. V- ;,•L� $ �y:��' © SEWER CLEANOUT -REFER TO SEWER &STORM DRAIN PLANS. CALTRANS TYPE I ARROW O COMPACT SUBGRADE TO 90% OF MAX. TO 12" BEYOND ;;�P., - - - - t. ; .: 33 GUTTER LIP TO A DEPTH OF 12". - r` ` `®° _ AS APPLICABLE, TO BE PAINTED _.,;�,Am�,, ' �` .� . -� � .SHEET E�'� 0 SHOWN � kP• 5-w ff' �- - �- - - TRACT BOUNDARY CONSTRUCT 16'-20' WIDE ALLEY PER C.O.B. STD. ST -12.'':. u��'��� CALTRANS TYPE VII ARROW , >, » UNIT BOUNDARY AS APPLICABLE, TO BE PAINTED 10 PAVEMENT TO BE 0.15 TYPE B COLORED A.C. " » _ V, I I' 6 1t � (COLOR TO BE DETERMINED) OVER 0.15 TYPE B A.C. (BLACK) �� � p- �� °-� � �• �s �� 9� -c� .�• �, , CAL -TRANS TYPE w ARROW OVER 0.40' CL. II AGG. BASE OVER 0.50' COMPACTED O.G. TO �� xp. E;_ r CAU BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. , , CONSTRUCT 4' WIDE VALLEY GUTTER PER C.O.B. STD. ST -17. \V (� PAVEMENT TO BE 0.50' PORTLAND CONCRETE CEMENT OVER KEuORD DRAWING_ d 8'-67 - I s' PH '� 0 P-4 `i Q 0 r m z F- W 2 F -C W _N 0 co co O00 LJJa 0 Q Z w Z O Q � � w Z = 00 Q N m .. ) Z r N cD f•- 0 a U 0 o m o u ``' N r m m o 3 v o 11 12 13 14 15 16 346 DETAIL "B" 24" R SEE NOTE ABOVE. 6" =�i2" LARGE ROUNDABOUT SURFACE TREATMENT R=�r2 "" SCALE: N.T.S. DETAIL D" SCALE: N.T.S.°&4 R=V2" a. ° 4 ° ° o .. . v 4 - BRICK PAVER, a ALL INSTANCES OF DETAILS "B" & "C" TO BE SIGNED & STRIPED SEE NOTE ABOVE. ° a " 4 a `a PER SECTION 3B.24 OF MUTCD, 2003 ed. 24" DETAIL "E" LEGEND: (CONT. NOTES: SCALE: N.T.S. � LEGEND: (CONT., CONSTRUCTION NOTES: FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: �- ---------------------- PROPOSED SAWCUT LIMIT LINE O CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. 12 CONSTRUCT PASSING AREA PER DETAIL ON SHEET 8. 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN "Rt -1" -STOP "'W31(CA)" -END IMPROVEMENTS AND DETAILS. 'R6-1" -ONE WAY w14-1" -DEAD END TS FURNISH &INSTALL TRAFFIC SIGNAL CONDUIT O CONSTRUCT 4' STANDARD SIDEWALK PER C.O.B. STD. ST -3. CONSTRUCT ALLEY ROLL-TOP CURB PER 2. LOCAL STREETS -PAVEMENT TO BE 0.20' TYPE "B" A.C. "R5-1" - DO NOT ENTER "W14-2" - NO OUTLET IR FURNISH &INSTALL IRRIGAl10N CONDUIT 13 DETAIL ON SHEET 16. OVER 0.40' CL. II AGG. BASE OVER 0.50' COMPACTED O.G. TO FURN -R26(CA) " - NO PARKING 'W1-7' - DOUBLE ARROW O3 CONSTRUCT HANDICAP RAMP PER DETAIL ON SHEET 2. BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9 "R3 -5R" -RIGHT TURN ONLY 'W1-6" -SINGLE ARROW 1C ISH &INSTALL INTERCONNECT CONDUIT "R4-7" - KEEP RIGHT "W1-1" - CURVE ARROW 14 CONSTRUCT ALLEY FLUSH CURB PER DETAIL ON SHEET 16. " T�3 T�s �6 FURNISH & IN TALL SPLICE BOX FOR INTERCONNECT 4 CONSTRUCT ON-SITE CURB WITH 12" TOTAL CURB HEIGHT AND O 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS "R81(CA)' - BIKE LANE 'W11- -SIGNAL AHEAD TR3=N0. 3 1%82 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE 6 CURB FACE PER DETAIL ON SHEET 2. PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. "R1-2" -YIELD "W11-2' -PEDESTRIAN TRAFFIC ' "W16 -7p" - DIAGONAL ARROW PLAQUE O1 CURVE NUMBER FOR CURVE DESCRIPTION O5 CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST-3.PAINT 12" CROSSWALK LINES USING THERMOPLASTIC PAINT PER 15 4. ADJUST EXISTING SEWER MANHOLES TO FINISHED GRADE. CALTRANS STANDARD SPECIFICATION 8010-21 C-19. -- o STORM DRAIN -REFER TO SEWER &STORM DRAIN PLANS Ol TAPER NUMBER FOR TAPER DESCRIPTION O SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER. .. 5. EXISTING POLES TO BE RELOCATED. PAINT 12 SOLID WHITE LINE USING THERMOPLASTIC PAINT PER �D STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS ® ITEM OF WORK - SEE SCHEDULEO PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS 16 CALTRANS STANDARD SPECIFICATION 8010-21C-19. 6. ALL DRAIN INLETS TO BE CHRISTY U23 CATCH BASIN WITH CATCH BASIN -REFER TO SEWER &STORM DRAIN PLANS. CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS STANDARD SPECIFICATION 8010-21C-19. ALHAMBRA FOUNDARY A2012 BICYCLE PR.00F72,rx24" GRATE. PAINT 12" DOTTED WHITE LINE USING THERMOPLASTIC PAINT PER 17�PureS PER C.O.B. STD. ST -4. UNLESS OTHERWISE NOTED ( ) ® CONSTRUCT TYPE "M' MEDIAN CURB WITH 14" TOTAL CURB CALTRANS STANDARD SPECIFICATION 8010-21C-19. SECTION DESIGNA11ON: E� s SEWER -REFER TO SEWER &STORM DRAIN PLANS HEIGHT AND 71/2" CURB FACE. ' t4'vC CALTRANS TYPE IV ARROW, LEFT OR RIGHT SEC110N LETTER`, { SQ SEWER MANHOLE -REFER SEWER &STORM DRAIN PLANS. AS APPLICABLE, TO BE PAINTED CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. V- ;,•L� $ �y:��' © SEWER CLEANOUT -REFER TO SEWER &STORM DRAIN PLANS. CALTRANS TYPE I ARROW O COMPACT SUBGRADE TO 90% OF MAX. TO 12" BEYOND ;;�P., - - - - t. ; .: 33 GUTTER LIP TO A DEPTH OF 12". - r` ` `®° _ AS APPLICABLE, TO BE PAINTED _.,;�,Am�,, ' �` .� . -� � .SHEET E�'� 0 SHOWN � kP• 5-w ff' �- - �- - - TRACT BOUNDARY CONSTRUCT 16'-20' WIDE ALLEY PER C.O.B. STD. ST -12.'':. u��'��� CALTRANS TYPE VII ARROW , >, » UNIT BOUNDARY AS APPLICABLE, TO BE PAINTED 10 PAVEMENT TO BE 0.15 TYPE B COLORED A.C. " » _ V, I I' 6 1t � (COLOR TO BE DETERMINED) OVER 0.15 TYPE B A.C. (BLACK) �� � p- �� °-� � �• �s �� 9� -c� .�• �, , CAL -TRANS TYPE w ARROW OVER 0.40' CL. II AGG. BASE OVER 0.50' COMPACTED O.G. TO �� xp. E;_ r CAU BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. , , CONSTRUCT 4' WIDE VALLEY GUTTER PER C.O.B. STD. ST -17. \V (� PAVEMENT TO BE 0.50' PORTLAND CONCRETE CEMENT OVER KEuORD DRAWING_ d 8'-67 - I s' PH '� 0 P-4 `i Q 0 r m CD I r N co N i I au z F- W 2 W O LJJa o� Q LL cC5 O Q � � Z H N m N a ^{ Z r N J 0 a U a' CD I r N co N i I au P. z R 10 A O_ } W J L= - Q 23 27 R 28 P, 360 -�-- 358 356 354 352 350 348 10 VWQ, CURVE TABLE SCALE: 1" CURVE RADIUS LENGTH TANGENT DELTA 1 13.00' 29.57' 28.08' 130'19'17" 2 20.00' 31.42' 20.00' 90'00'00" 3 20.00' 25.65' 14.93' 73'28'10" 4 20.00' 41.94' 34.75' 1 120'09'38" VWQ, A.P. TABLE SCALE: 1" A.P. STATION TP ELEV. Q STA. 10+17.00, C.L. 28.00LT. 353.65 Q STA. 10+17.00, C.L. 28.00RT. 353.38 Q STA. 15+55.00, C.L. 28.00LT. 353.92 ® STA. 15+55.00, C.L. 28.00RT. 354.20 © STA. 15+85.00, C.L. 28.00LT. 354.69 © STA. 15+85.00, C.L. 28.00RT. 354.97 ❑7 STA. 18+71.00, C.L. 28.00LT. 355.68 ® STA. 18+71.00, C.L. 28.00RT. 355.40 Q STA. 19+01.00, C.L. 28.00LT. 354.90 ® STA. 19+01.00, C.L. 28.00RT. 354.62 VWQ, A.P. TABLE SCALE: 1" A.P. STATION TP ELEV. 11 STA. 21+83.00, C.L. 28.00LT. 355.72 © STA. 21+83.00, C.L. 28.00RT. 355.44 © STA. 22+13.00, C.L. 28.00LT. 354.95 ® STA. 22+13.00, C.L. 28.00RT. 354.67 © STA. 24+77.37, C.L. 38.05RT. 354.73 ® STA. 25+03.42, C.L. 22.31 LT. 354.90 VWQ, ALLEY °A" 15 SCALE: 1" = 50' HORIZONTAL 111 to Co 1" = 5' VERTICAL 356 m o 00 c� _N toO 00 CO to n to p r7 C6 d "Is M co (6 po M ro to (D co Cl > cocoto JtD to co V) M LoV) r7 W 00 r __j Lo M Lo '� W CD W po W) O Lu U L' -t W W J to W W O 00 M O N W M M > M W J 00 + + M W -I w to r7 r7 > Q W W M WM j� j tN 00 00W uj J J W M WM j j W O W 0 j j W J O> O O > M -1 00 r7 O' p O W J W J W to O -L W W 4 J Cn > M Lo + ^ W + O r7 O j W W W J tj Z p O Lo r7 00 W W Oco J O W J W r7 M U -� d ao 00 O J O O U to F tD + O p O> O W W W W W W r7 M 1� 00 ALLEY °A" 24" R 1/2" ( R=91" I R=Y2" 14 a a NOTE CLASS "B' CONCRETE (5 SACK) EXPANSION JOINTS EA. 30' WEAKENED PLANE JTS. EA. 15' POUR ON COMPACTED SUBGRADE ALLEY ROLL-TOP CURB DETAIL N.T.S. 0.15' COLORED A.C. PAVING 24" (COLOR TO BE DETERMINED) OVER 0.2' A.C. PAVING OVER 0.15' A.C. PAVING OVER 0.4' CLASS 2 A.B. OVER 0.4' CLASS 2 A.B. OVER 0.5' COMPACTED NATIVE 0.5' COMPACTED NATIVE Q CONSTRUCT 24" WIDE X 8" DEEP CONCRETE CURB. EASE CORNERS Y4" ALLEY FLUSH CURB DETAIL N.T.S. q: 15 SCALE: 1" = 50' HORIZONTAL 111 6� Co 1" = 5' VERTICAL 356 S( f o � c� _N toO 00 co 00 r` n Lo co Lo r7 C6 C6 M "Is M Lo M po 00o Cl 000 to a) to O Cl > W JtD to M W W W 00 J W __j WM ro W W W ro O p Oj U O Co O O 00 M O N W j j Lo 00 r- F 00 + + j M M M M M to .c M M j j� j tN •- O Its 24" R 1/2" ( R=91" I R=Y2" 14 a a NOTE CLASS "B' CONCRETE (5 SACK) EXPANSION JOINTS EA. 30' WEAKENED PLANE JTS. EA. 15' POUR ON COMPACTED SUBGRADE ALLEY ROLL-TOP CURB DETAIL N.T.S. 0.15' COLORED A.C. PAVING 24" (COLOR TO BE DETERMINED) OVER 0.2' A.C. PAVING OVER 0.15' A.C. PAVING OVER 0.4' CLASS 2 A.B. OVER 0.4' CLASS 2 A.B. OVER 0.5' COMPACTED NATIVE 0.5' COMPACTED NATIVE Q CONSTRUCT 24" WIDE X 8" DEEP CONCRETE CURB. EASE CORNERS Y4" ALLEY FLUSH CURB DETAIL N.T.S. q: 15 rn 11 16 111 6� Co to r L O 356 S( f F- Q' Lo c� _N 354 O M n D co (D r7 to Z 00 m' It Lo CIS to 00o Cl 000 c 00 Lo a) to O Cl o' W i� to M to 111 00 00 0 �„) M 00 M to M ro M M to ro M W U 00 00 U O m f-1) M C6 M SFS, j j to V) > O > j La uj j M M M M M M M M j j� j tN j O Its uj J J W M r7 J to -� W W to W W > > j j W O W O W W Wco W to __j to r7 W X > M W to W -I W ro W W N W J ti.l W J tri J O W J W O L>�j: w) M W p O j OO J - Ouju'er O p O> O W W W W W W r7 M 1� 00 Coj O j O > c3iK) W W p j O W 'F' W t,, j wi O C!Z O CURVE NUMBER FOR CURVE DESCRIPTION W W 00 O co' Lj N dW W W J -i W U + O pM NJ W j + W + co + cq M lO O O d0' 00W J uiW __j r) N + + W + ^ r - + 00 00 CONSTRUCT TYPE "M' MEDIAN CURB WITH 14" TOTAL CURB O>' W �J + O. ; + O Co N O N U p N + w J CO r7 co ro M n M to W + 'o W "I" co �; N Q_ ro NUQ M N U + rr] tfj .--- N Q O) DE CROSS GUTTER •91.45, C.L. OAKLEY ST. SHEET 10 6.i 15 rn 11 16 358 w Co p M r L O 356 S( f F- Q' - c� _N 354 to n M D 00 W CO (D r7 o U Z 00 m' It o 350 W a M O O 4- z w to W W I C" !-**% 111 00 00 0 O W Q W _I Q o n o d• co � g ro M W U 00 00 U O m < Q C6 Q SFS, oW to LL_,s m w (,� t j of 7joN RqD o N c v X to to } too M 0 O W0. Y m z o y W Lo m O i U -� W 360 15 14 11 16 358 Lo Co c0 to r L p 356 19 23 - - - 354 to n M D to 352 r7 = W U) J W 350 W a M O O 4- CO 348 to W W d C" !-**% 111 00 00 0 O W 00 CS o co to o d• co � o+ ro M j •� M U O O < + C6 Q > ~ o n (,� t j 41 to to to to too M too M > O O r7 r7 to W Lo J J ,.raj C" -� W W W O r7 W W J W > > > 12 LJ W Lo tq W W Lo Lo LEGEND: (CONT.,) > j W X C" Lo to J -I W t>,j: J W Q j j J W "'Ito O'er W M r7 r7 O L>�j: O W W _ p O j W OZ W to to OD W 00 W W .�- J J W J to W M F 1� W p' OLo > W to > W d W W W M M W 'F' W co + O O O CURVE NUMBER FOR CURVE DESCRIPTION W W L )W to coM pryLo Lj W W W M M STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS O' O O j j• X® O 06 O O Z p t� O O O> NQ N W W C7 O z C7 CONSTRUCT TYPE "M' MEDIAN CURB WITH 14" TOTAL CURB rrj ao p J J HEIGHT AND 71/2" CURB FACE. st > c o r- ^ SO M 00 J AS APPLICABLE, TO BE PAINTED -1 p Lo 00 00 + W W CALTRANS TYPE I ARROW + •O U + + W d• to + i W Cl C>V o Q w `� Opo t jc.7 to co ^ I I ASPP APPLICABLE, TO BE 10 (COLOR TO BE DETERMINED) OVER 0.15' TYPE "B" A.C. (BLACK) ^ ^ Z ao 00 Q t co to r� mrd Q U BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. CONSTRUCT 4' WIDE VALLEY GUTTER PER C.O.B. STD. ST -17. PAVEMENT TO BE 0.50' PORTLAND CONCRETE CEMENT OVER ■iii\�■1� . j o to + '� .+. 0 toz N z 90% OF MAX. i a Q CL Q acn F-- � Q a ¢cn¢cn IBS wi- E- �MERIN dCj ■�in��s���.01 .-- F at~ijdI- I i■�@�li�■ 0 N m N � j � m �_.d: ig I w d- ft -q E S=-0.50 --I --__ S=0.6 % W to to 1_-- S = _1 5 VERT. C RVE 50' VERT. CUR I Z i - - S=-.42%- " PR OSEDAPPROXIMATE 51.1. 1PR ;0-0 001 _ --- -- - S=1.7% GRADE I S=-047% POSED E ST FLO NE PRO OSED EAT FLOWU EJ PR OSED EAT FLOWLI E isME I3 A WLI 0v �f o ELM MENEM MENNEN � O�'� N MEMENER. 1�� M�mr-.4mommommmPI NLS■ 360 15 14 11 16 358 Lo Co c0 to r L p 356 19 23 - - - 354 to n M D to 352 r7 = W U) J W 350 W a M O O 4- CO 348 to W m MEMO �I9 10 11 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 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 14) FURNISH & INSTALL ALLEY LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. (REFERENCE DETAIL SHEET 14) 12 13 15 14 11 16 17 Lo Co c0 to p O 19 23 co Lo co to N to n M U7 to r` r7 n W U) J W Lu to M O O 4- CO W to W W d C" !-**% 111 00 00 0 O W 00 CS o co to o d• co � o+ ro M j •� M U O O < + C6 Q > ~ o n (,� t j 41 to m MEMO �I9 10 11 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 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 14) FURNISH & INSTALL ALLEY LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. (REFERENCE DETAIL SHEET 14) 12 13 15 14 20 16 17 Lo Co c0 to 22 M 19 23 24 W ^ > W W W Lo J W I �„ 00 p O O Lo J W to + r7 + M cJ 4- CO . to O to r'') co two c0 to to !-**% 111 00 00 0 n ND_ t.t F rn 21 12 CONSTRUCT PASSING AREA PER DETAIL ON SHEET 8. 13 CONSTRUCT ALLEY ROLL-TOP CURB PER DETAIL ON SHEET 16. 14 CONSTRUCT ALLEY FLUSH CURB PER DETAIL ON SHEET 16. 07-lq-16 L/N rTS ����� ��u 25 ro to Lo > w W J - ii FLOY LINE f H m OD 360 358 356 354 O 352 350 348 360 358 356 354 352 350 348 23 24 25 NOTES: 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN IMPROVEMENTS AND DETAILS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. 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. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 4. ADJUST EXISTING SEWER MANHOLES TO FINISHED GRADE. 5. EXISTING POLES TO BE RELOCATED. 6. ALL DRAIN INLETS TO BE CHRISTY U23 CATCH, -,BASdWITH ALHAMBRA FOUNDARY A2012 BICYCLE PROOF 24"x24" -,GRATE. 1 SECTION DESIGNATION: =' LETTER 2 k' ExF;. SHOWN v IPA 1, 2,+ EI-1 .11 - O 8`-d'7 - i r fw D tAL 1 w a 0 15 20 16 17 21 d 22 18 19 23 24 Lo M � Lo � I co Oo W o ao � Lo to o O co O CO Lo to O to r'') co two c0 to to !-**% 111 00 00 0 O to to co to co to M d• co � to M tf) M ro M j •� M U O O < Lo Lo r7 to M N m n to M J to to to too M too M > O O r7 r7 to W Lo J J ,.raj C" -� W W W O r7 W W J W > > > 12 LJ W Lo tq W W Lo Lo LEGEND: (CONT.,) > j W X C" Lo to J -I W t>,j: J W Q j j J W "'Ito O'er W M r7 r7 O L>�j: O W W _ p O j W OZ W to to OD W 00 W W .�- J J W J to W M F 1� W p' OLo > W to > W d W W W M M W 'F' W co + O O O CURVE NUMBER FOR CURVE DESCRIPTION W W L )W to coM pryLo Lj W W W M M STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS O' O O j j• X® O 06 O O Z p t� O O O> NQ N W W C7 O z C7 CONSTRUCT TYPE "M' MEDIAN CURB WITH 14" TOTAL CURB rrj ao p J J HEIGHT AND 71/2" CURB FACE. st > c o r- ^ SO M 00 J AS APPLICABLE, TO BE PAINTED -1 p Lo 00 00 + W W CALTRANS TYPE I ARROW + •O U + + W d• to + i W Cl C>V o Q w `� Opo t jc.7 to co ^ I I ASPP APPLICABLE, TO BE 10 (COLOR TO BE DETERMINED) OVER 0.15' TYPE "B" A.C. (BLACK) ^ ^ Z ao 00 Q t co to r� mrd Q U BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. CONSTRUCT 4' WIDE VALLEY GUTTER PER C.O.B. STD. ST -17. PAVEMENT TO BE 0.50' PORTLAND CONCRETE CEMENT OVER Fm . j o to + '� .+. 0 toz N z 90% OF MAX. i a Q CL Q acn F-- Q a ¢cn¢cn wi- E- cn CD dCj .-- F at~ijdI- 0 N m N j Q d to o S=-0.50 --I --__ S=0.6 % W to to 1_-- S = _1 5 VERT. C RVE 50' VERT. CUR I Z i - - S=-.42%- " PR OSEDAPPROXIMATE 51.1. 1PR ;0-0 001 _ --- -- - S=1.7% GRADE I S=-047% POSED E ST FLO NE PRO OSED EAT FLOWU EJ PR OSED EAT FLOWLI E • I3 �f o 21 12 CONSTRUCT PASSING AREA PER DETAIL ON SHEET 8. 13 CONSTRUCT ALLEY ROLL-TOP CURB PER DETAIL ON SHEET 16. 14 CONSTRUCT ALLEY FLUSH CURB PER DETAIL ON SHEET 16. 07-lq-16 L/N rTS ����� ��u 25 ro to Lo > w W J - ii FLOY LINE f H m OD 360 358 356 354 O 352 350 348 360 358 356 354 352 350 348 23 24 25 NOTES: 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN IMPROVEMENTS AND DETAILS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. 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. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 4. ADJUST EXISTING SEWER MANHOLES TO FINISHED GRADE. 5. EXISTING POLES TO BE RELOCATED. 6. ALL DRAIN INLETS TO BE CHRISTY U23 CATCH, -,BASdWITH ALHAMBRA FOUNDARY A2012 BICYCLE PROOF 24"x24" -,GRATE. 1 SECTION DESIGNATION: =' LETTER 2 k' ExF;. SHOWN v IPA 1, 2,+ EI-1 .11 - O 8`-d'7 - i r fw D tAL 1 w a 0 z 20 21 d 22 23 24 Lo M � Lo .d. I coiiiiilll W la too co O CO M W) O to r'') � c! to !-**% 111 00 00 0 O � O � J ' M to Lo M O to M tf) M ro M j •� M U to M rrT> < Lo tt j i 362 360 358 356 354 0 6 1 2 11 0 3 4,,,, E.P. \?tomVO Ax Cc �' 31 / �0 x 34 \ .40 p� ALLEY "B" SCALE: 1" = 50' HORIZONTAL N 1" = 5' VERTICAL U0 mw LO M M M (nJ IL ILO > > X D M M D R n ff W W LENGTH CD N (6¢ U D w 14.78' I+j O U')M ® O D ' � D a Q �' p: +-1• of m 0 M :.D ¢¢ Qo o Q� CJ m + N �m� I l 130'19'17" 35 -� a N r -m cn © W 40.72' 20.37' �<- rn m 651.00' JN a N -0.50 W En w W of p v W cn 1 g' 90 rnd. o CD •- ci' J cq � v W co * OX'S 9 �• 3 Amro O r N0 o > `� 1+ -�G CAI 136 9 C" w N .- �� 6' s,�. mi to =I z ± 1 _± �U r 1 1' LANDSCAPE WM) W W `o`) rl' EASEMENT C/) W In o W O� J JF- o M J g a it 0 0¢ o o> oz� 0 \ ; o - 7 CO 00 362 360 358 356 354 0 6 1 2 11 0 3 4,,,, E.P. \?tomVO Ax Cc �' 31 / �0 x 34 \ .40 p� ALLEY "B" SCALE: 1" = 50' HORIZONTAL N 1" = 5' VERTICAL U0 mw LO M M M (nJ IL ILO > > X D M M 10 W J W W N W W LENGTH CD N (6¢ U w w 14.78' I+j O U')M ® N t0 1 a Q �' p: +-1• of m 0 M } ¢¢ Qo o Q� CJ m + N 29.57' 28.08' 130'19'17" 5 635.00' a N W N V) m - © W 40.72' 20.37' - c. 7 651.00' 105.31' 52.77' -0.50 W N W W W X� W sm me-211mm W PROPO ED NORR FLOWLIN S -6.30% J to I 10 11 N CURVE RADIUS LENGTH TANGENT o LO M O LO 14.78' M 2t w 00 40'19'17" �z > -IM 362 360 358 356 354 LEGEND: LEGEND: (CONT.LEGEND: CONT.) ABBREVIATIONS 1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: ___________________ PROPOSED SAWCUT LIMIT UNE FL FLOWLINE POVC POINT ON VERTICAL CURVE "R1-1" - STOP "W31(CA)" - END 'CL CENTERLINE BVC BEGIN VERTICAL CURVE""TS 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 ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE "R26(CA)" - NO PARKING "Wt -7" -DOUBLE ARROW BC ECR CURVE PCC POINT OF COMPOUND CURVATURE "R3 -5R" - RIGHT TURN ONLY "W1-6" - SINGLE ARROW Ic FURNISH & INSTALL INTERCONNECT CONDUIT "R4-7" - KEEP RIGHT "W1-1" - CURVE ARROW EC END CURVE TC TOP OF CURB "R81(CA)" - BIKE LANE "W3-3" - SIGNAL AHEAD r83 Tgs Tgs FURNISH & IN$TAU_ SPLICE BOX FOR INTERCONNECT PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT "R1-2" - YIELD "W11-2" - PEDESTRIAN TRAFFIC TR3=N0. 3 1 2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE OF VERTICAL CURVE FC FINISH CONCRETE "W16 -7p" - DIAGONAL ARROW PLAQUE Ot CURVE NUMBER FOR CURVE DESCRIPTION FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. - - D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS <�> ITAPER NUMBER FOR TAPER DESCRIPTION (o EXISTING SURVEY MONUMENT OD 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. CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. s SEWER - REFER TO SEWER & STORM DRAIN PLANS PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) CALTRANS TYPE IV ARROW, LEFT OR RIGHT �- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST-14.SQ SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. `� AS APPLICABLE, TO BE PAINTED (REFERENCE DETAIL SHEET 14) FURNISH & INSTALL ALLEY LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. © SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. CALTRANS TYPE I ARROW (REFERENCE DETAIL SHEET 14) AS APPLICABLE, TO BE PAINTED TRACT BOUNDARY CALTRANS TYPE VII ARROW UNIT BOUNDARY AS APPLICABLE, TO BE PAINTED `-� CAL -TRANS TYPE VI ARROW CONSTRUCTION NOTES: O1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. 12 CONSTRUCT PASSING AREA PER DETAIL ON SHEET 8. O2 CONSTRUCT 4' STANDARD SIDEWALK PER C.O.B. STD. ST -3. 13 CONSTRUCT ALLEY ROLL-TOP CURB PER O CONSTRUCT HANDICAP RAMP PER DETAIL ON SHEET 2. DETAIL ON SHEET 16. CONSTRUCT ON-SITE CURB WITH 12" TOTAL CURB HEIGHT AND 14 CONSTRUCT ALLEY FLUSH CURB PER DETAIL ON SHEET 16. 6" CURB FACE PER DETAIL ON SHEET 2. O CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3. 15 PAINT 12" CROSSWALK LINES USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. 6O SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER. 16 PAINT 12" SOLID WHITE LINE USING THERMOPLASTIC PAINT PER OPAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS CALTRANS STANDARD SPECIFICATION 8010-21C-19. STANDARD SPECIFICATION 8010-21C-19. PAINT 12" DOTTED WHITE LINE USING THERMOPLASTIC PAINT PER 17 ® CONSTRUCT TYPE "M' MEDIAN CURB WITH 14" TOTAL CURB CALTRANS STANDARD SPECIFICATION 8010-21C-19. HEIGHT AND 71'2" CURB FACE. NOTES: CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. O 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN 9 COMPACT SUBGRADE TO 90% OF MAX. TO 12" BEYOND IMPROVEMENTS AND DETAILS. GUTTER LIP TO A DEPTH OF 12". A.P. TABLECONSTRUCT 16 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. A.P. STATION TP ELEV. PAVEMENT TO BEE 0.15' TYPE "B" COLORED A.C. WIDE ALLEY PER C.O.B. STD. ST -12. OVER 0.40' CL. II AGG. BASE OVER 0.50' COMPACTED O.G. TO Q STA. 10+17.00, C.L. 28.00LT. 354.39 10(COLOR TO BE DETERMINED) OVER 0.15 TYPE B A.C. (BLACK) BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 3. ALL CATCH BASINS TO BE TYPE A WITH 3.5 OPENINGS �- �2 STA. 10+17.00, C.L. 28.00RT. 354.10 OVER 0.40' CL. II AGG. BASE OVER 0.50' COMPACTED O.G. TO ® STA. 13+03.00, C.L. 28.00LT. 354.98 BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. Q STA. 13+13.59, C.L. 19.40RT. 354.83 CONSTRUCT 4 WIDE VALLEY GUTTER PER C.O.B. STD. ST -17. 4. ADJUST EXISTING SEWER MANHOLES TO FINISHED GRADE. Q STA. 10+13.00, C.L. 28.00LT: 355.12 11 PAVEMENT TO BE 0.50' PORTLAND CONCRETE CEMENT OVER 5. EXISTING POLES TO BE RELOCATED. © STA. 10+13.00, C.L.28.00RT. 355.00 0.40' CL. II AGG. BASE OVER 0.50' COMPACTED O.G. TO 6. ALL DRAIN INLETS TO BE CHRISTY U23 CATCH BASIN WITH ` No. 90% OF MAX. Q STA. 13+03.00, C.L. 28.00LT. 355.15 ALHAMBRA FOUNDARY A2012 BICYCLE PROOF24"x24" GRATE. ExP y ORT. 355.20 SECTION DESIGNATION: SEC11ON LETTER V$\_ " 2 1A 11 12 13 iLf will 1 %J J J SEE RIGHT JO J�JO JO IIO'1011 �00 I�C6LZo U: C) J 8 co CN co I 1 JI ^U JIriU^U ^U --- j Ci 1 U') c i I to to Lo III III III III d 11 O M o o M o III 24 00l w o 25 �I w 'n . 0261? o IIICIO �J L_ Ill ltl F C) __j w+ 00 w N w N w N �(( 0 i I c+.11 I 1 I 7 Em LANDSCAPE EASEMENT�v)� E.. II _ _80.00 _ - -- - --_ _ =� X13 1' LANDSCZFE R II STA. 1 +80.00, C.L. EASEMENT � II 00) J O 001 J O J O J O �I II 3 CD 00 � i o alt 11� R 6 21 + M J 20 o J= J19'0 J � 3 N (3�6 �C3 III III m n11 I p o jj c jj o" jj o III I IIII i V) > o > � > o > o III III --- 1l 111 M11 -- w+ (w+w+ w+5 1 C14 t N a V) Q In a VALLEY E SEE RIGHT A LE "D" SCAL 1" = HORIZONTAL " - VERTICAL 00 co N �? th �^ O M M M M M W I j J J Go w J J w W J Icq MINNIE CURVE TABLE N CURVE RADIUS LENGTH TANGENT DELTA 1 21.00' 14.78' 7.71' 40'19'17" 2 643.00' 84.02' 42.07' 07'29'11" 3 21.00' 15.46' 8.10' 4211'32" 4 13.00' 29.57' 28.08' 130'19'17" 5 635.00' 66.47' 33.26' 05'59'50" © 653.00' 40.72' 20.37' 03.3423" 7 651.00' 105.31' 52.77' 09'16'08" LEGEND: LEGEND: (CONT.LEGEND: CONT.) ABBREVIATIONS 1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: ___________________ PROPOSED SAWCUT LIMIT UNE FL FLOWLINE POVC POINT ON VERTICAL CURVE "R1-1" - STOP "W31(CA)" - END 'CL CENTERLINE BVC BEGIN VERTICAL CURVE""TS 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 ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE "R26(CA)" - NO PARKING "Wt -7" -DOUBLE ARROW BC ECR CURVE PCC POINT OF COMPOUND CURVATURE "R3 -5R" - RIGHT TURN ONLY "W1-6" - SINGLE ARROW Ic FURNISH & INSTALL INTERCONNECT CONDUIT "R4-7" - KEEP RIGHT "W1-1" - CURVE ARROW EC END CURVE TC TOP OF CURB "R81(CA)" - BIKE LANE "W3-3" - SIGNAL AHEAD r83 Tgs Tgs FURNISH & IN$TAU_ SPLICE BOX FOR INTERCONNECT PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT "R1-2" - YIELD "W11-2" - PEDESTRIAN TRAFFIC TR3=N0. 3 1 2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE OF VERTICAL CURVE FC FINISH CONCRETE "W16 -7p" - DIAGONAL ARROW PLAQUE Ot CURVE NUMBER FOR CURVE DESCRIPTION FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. - - D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS <�> ITAPER NUMBER FOR TAPER DESCRIPTION (o EXISTING SURVEY MONUMENT OD 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. CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. s SEWER - REFER TO SEWER & STORM DRAIN PLANS PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) CALTRANS TYPE IV ARROW, LEFT OR RIGHT �- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST-14.SQ SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. `� AS APPLICABLE, TO BE PAINTED (REFERENCE DETAIL SHEET 14) FURNISH & INSTALL ALLEY LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. © SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. CALTRANS TYPE I ARROW (REFERENCE DETAIL SHEET 14) AS APPLICABLE, TO BE PAINTED TRACT BOUNDARY CALTRANS TYPE VII ARROW UNIT BOUNDARY AS APPLICABLE, TO BE PAINTED `-� CAL -TRANS TYPE VI ARROW CONSTRUCTION NOTES: O1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. 12 CONSTRUCT PASSING AREA PER DETAIL ON SHEET 8. O2 CONSTRUCT 4' STANDARD SIDEWALK PER C.O.B. STD. ST -3. 13 CONSTRUCT ALLEY ROLL-TOP CURB PER O CONSTRUCT HANDICAP RAMP PER DETAIL ON SHEET 2. DETAIL ON SHEET 16. CONSTRUCT ON-SITE CURB WITH 12" TOTAL CURB HEIGHT AND 14 CONSTRUCT ALLEY FLUSH CURB PER DETAIL ON SHEET 16. 6" CURB FACE PER DETAIL ON SHEET 2. O CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3. 15 PAINT 12" CROSSWALK LINES USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. 6O SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER. 16 PAINT 12" SOLID WHITE LINE USING THERMOPLASTIC PAINT PER OPAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS CALTRANS STANDARD SPECIFICATION 8010-21C-19. STANDARD SPECIFICATION 8010-21C-19. PAINT 12" DOTTED WHITE LINE USING THERMOPLASTIC PAINT PER 17 ® CONSTRUCT TYPE "M' MEDIAN CURB WITH 14" TOTAL CURB CALTRANS STANDARD SPECIFICATION 8010-21C-19. HEIGHT AND 71'2" CURB FACE. NOTES: CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. O 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN 9 COMPACT SUBGRADE TO 90% OF MAX. TO 12" BEYOND IMPROVEMENTS AND DETAILS. GUTTER LIP TO A DEPTH OF 12". A.P. TABLECONSTRUCT 16 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. A.P. STATION TP ELEV. PAVEMENT TO BEE 0.15' TYPE "B" COLORED A.C. WIDE ALLEY PER C.O.B. STD. ST -12. OVER 0.40' CL. II AGG. BASE OVER 0.50' COMPACTED O.G. TO Q STA. 10+17.00, C.L. 28.00LT. 354.39 10(COLOR TO BE DETERMINED) OVER 0.15 TYPE B A.C. (BLACK) BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 3. ALL CATCH BASINS TO BE TYPE A WITH 3.5 OPENINGS �- �2 STA. 10+17.00, C.L. 28.00RT. 354.10 OVER 0.40' CL. II AGG. BASE OVER 0.50' COMPACTED O.G. TO ® STA. 13+03.00, C.L. 28.00LT. 354.98 BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. Q STA. 13+13.59, C.L. 19.40RT. 354.83 CONSTRUCT 4 WIDE VALLEY GUTTER PER C.O.B. STD. ST -17. 4. ADJUST EXISTING SEWER MANHOLES TO FINISHED GRADE. Q STA. 10+13.00, C.L. 28.00LT: 355.12 11 PAVEMENT TO BE 0.50' PORTLAND CONCRETE CEMENT OVER 5. EXISTING POLES TO BE RELOCATED. © STA. 10+13.00, C.L.28.00RT. 355.00 0.40' CL. II AGG. BASE OVER 0.50' COMPACTED O.G. TO 6. ALL DRAIN INLETS TO BE CHRISTY U23 CATCH BASIN WITH ` No. 90% OF MAX. Q STA. 13+03.00, C.L. 28.00LT. 355.15 ALHAMBRA FOUNDARY A2012 BICYCLE PROOF24"x24" GRATE. ExP y ORT. 355.20 SECTION DESIGNATION: SEC11ON LETTER V$\_ " 2 1A 11 12 13 iLf will 1 %J J J SEE RIGHT JO J�JO JO IIO'1011 �00 I�C6LZo U: C) J 8 co CN co I 1 JI ^U JIriU^U ^U --- j Ci 1 U') c i I to to Lo III III III III d 11 O M o o M o III 24 00l w o 25 �I w 'n . 0261? o IIICIO �J L_ Ill ltl F C) __j w+ 00 w N w N w N �(( 0 i I c+.11 I 1 I 7 Em LANDSCAPE EASEMENT�v)� E.. II _ _80.00 _ - -- - --_ _ =� X13 1' LANDSCZFE R II STA. 1 +80.00, C.L. EASEMENT � II 00) J O 001 J O J O J O �I II 3 CD 00 � i o alt 11� R 6 21 + M J 20 o J= J19'0 J � 3 N (3�6 �C3 III III m n11 I p o jj c jj o" jj o III I IIII i V) > o > � > o > o III III --- 1l 111 M11 -- w+ (w+w+ w+5 1 C14 t N a V) Q In a VALLEY E SEE RIGHT A LE "D" SCAL 1" = HORIZONTAL " - VERTICAL 00 co N �? th �^ O M M M M M W I j J J Go w J J w W J Icq MINNIE 00 N M M LO M 011 > W M > J-1.-__j 1 0 n n Lo M LO M co M co M U-) 1n LO � t0A CD LO Z w C6 m cd Ui Ui LLO M M M M M M t=Z M M M M W>: J co WM W > W W O O W W W X� W sm me-211mm W J W W J to I J J I J J W W -) J t0 J J W J Ww W J W,� W W W ^ ^ W w W ~ w WM) W W `o`) o Yo W In o W d J JF- o M J g a ME EELEEE 0 0¢ o o> oz� 11 00 N M M LO M LO M M > W M > J-1.-__j O 362 360 358 356 12 13 M ^ 0 M n W W C CO 11 12 362 360 358 356 --- 354 13 SHEET WHERE SECTION IS SHOWN 1 P fil, 2,. RE C u v, D D" R AW I NG" �j Q J Q N ¢I'll C�_j LI: q���{1t' I®{j�®00 Q- O JLI: J U■ �1■ O J O O LANESRELD DR. M M o ALLEY "D" °° o M MEDALLION DR. SHEET 7 0; o w > 06 J SEE LEFT J ,_ t J w 0O > ,_ SHEET 11 ' m l O J J W U0 U J O X11 1 O J tfi U -� -1 J J J 1 11 i �n�wow� p d' "� Jo -10 100'1011 -'o JooM wC3wo�o 26 26'I co o O 11 p o p Li p 11 0 0 0 5' cwn 1 ,`i -' ' I w I� I U� $jtl {1 ao 00 o W o Y o I ^ °° 17' 17' ---��� e 1 MU¢ -j<0 J r 0J 111 I III °° _in Jo ¢o J LO _j I 5' co 11 o `� C5 do w ± co J 10 C3 III III ;D C3 co U W N � CU M (3 o ( > O O O • 1 MUM III III ! M I m + O it 1 Ih ib �j 26' 26 �NiZ,OO°o I aQ II o II o III III II o0 11 0 ¢ wNz�o>co i v, I CS (i 17 17'1 w + w ¢ N > o w cfl III lll� w co > O a V) ¢ w J 1 oJ„.)o eco -"0 Ill 1111 JI�w� wr¢-'°° W co ( I I) 11 1 zo+�� 1J �''+w {1t((W 11�1w±� 1 26c�cnz" 1 N 1 I( 2/ CkfII z 5 1 V Q Z O N 11^ Ip°O III 1 1 z 7 R li I w N 1' LANDSCAPE � n ii I ill ° � a � 1' LANDSCAPE l♦ INTERSECTION q INTERSECTION Ii o, 10 0 EASEMENT ¢ ¢ 00 ¢ in d cn o V) m N STA. 13+12.00, C.L. I1 I T 00 EASEMENT I 11. R STA. 10+00.00, C.L. I I � s � R �,. �' ��• 10 I 39 18" DRAIN 11 0 - _ 12 _ 13+00 Il 18" DRAIN O I1 _ _ N01'i E- - - 312.00- _ 10 I T v W ►J J R J w 10 i t 1i 6 10 r " J r- �� ¢ � 8 11 IIS w 1 J JoloJo UW rn�OI t3 JoJo to ono cWj fro I W cn�Ib II ($0 1 ¢ �- w ol_ w p o� '0 o �l p o 0 1� coo 0o 0 0 co II Io '- 1 ,o corn z w 1") o �n 0 7 m .n °o c� m 1 `' I1 le I d- 1 d 1- O to H^ J O I.6 J J¢ > Or -f- 0 O� / r J n J �• M J M J 1 I NII Z �I°,� ao 1 �o"� LoU- w L,1 I` cricvOci I� U m Mti 1 0o _ 11 ¢ 18 I N I O� M OO M M I j J iy ± M M ' O M II I cn CO 11 O +-°°_- r .}. c'oo 00 m > op II ooI 11 C5 F¢I II o II oo It¢- a o > 0 1 I1 = M W > (n > 1 !n ¢ > > _ N W �• > W I II ap r NO1'14 42 E�__� 1 1 J II w w l w cfl 1 6 I e w co W 1 W J i3 LOT B B H- _- �- " _ Il] J J J Y O F^ J O) J O J i-- W O 1 I 11 �uj ,,.a ( I I 1 > U ww C3 O' O w + W+ W O N w "F W N W N W O I N 1 11 ♦ 1 1 wo r; Yo m+ ¢Q ¢� 1 11 LANESFlELD DR. J M ( ¢ a a Q cw t- w+ LO __j w ¢ V d(n o � a n a i " cn � � m v¢~i MEDALLION UR. R SHEET 7 v O O U w ¢15 C, E z o SHEET 11 WEnw w� UN9� 18Jco z ± � N � ALLEY �E" Q 0 oV)¢ SCALE: 1" = 50' HORIZONTAL 1" - g,' VxRllrm G tc 3620 4 360 a 358 356 354 Q 3620, z Lij 360 z Z cr .358m 356 354 LO co 00 lA ccoo ^ n O 000 r- n O co n n Lo M LO M co M co M U-) 1n LO � t0A CD LO Z w C6 m cd Ui Ui LLO M M M M M M t=Z M M M M W>: J co WM W > W W O O W W W X� W WM WO W J W W J to J J J J J J J W W -) J t0 J J W J Ww W J W,� W W W ^ ^ W w W ~ w WM) W W `o`) o Yo W In o W d J JF- o M J g a o 0 0¢ o o> oz� 0 M ; o o> CO 00 O W d• I J to 1- O O N to w J OD Oi N t + of 00 0 M X + U, c3 r WW U U _1;7-C) >j_ - ^ Z •- - Z U cn lal in (n Q �C (n Q Q N Q (n (n m N [n O. w fn (n 7S -0. 50' RT. CUR -y- PR USED FA T ELOR4 50' VE T. CUR S= S 0.51% S = -0.5 PROPO ED WEST FLOWUNE to POPOSED VEST FLOW -INE 50 VERT. C RVE I 50' VE T. CURVES co -i n LO m �1 n `o n omo rn 00 Go 114 ^ n co 00 n 1 n U Lo M LO M M co M LO tl) Z amp U M Z W U') LO LLO I 0 M M M M M M M M F -=Z M M M M Uj W J >„r) W > > W > > >p; > > > N_j X > >„r) > WO > J W W JO J W J w W J W JPO W J W J W J Ww W J W __j C6 J� W N cm U W ,n W w W W tl) w W ~ W W In W W `n J JF- 4 J g a 0 0 0> 0 0 C:5 ; o o> o z ,on oo, M W d• O (I Y' M c0 W to w pp c0 O � O X Oi N t � M W I Oi ~ J 00 0 + c3 r WW U U _1;7-C) >j_ - - Z fn c/)Q N N m N (n d w (n 0 fn 7S -0. 50' RT. CUR 50 VERT. C RVE PR USED FA T ELOR4 50' VE T. CUR S= 11 12 3 3 360 0 7 -I AI -/G 358 ►TS c�o I L,1 PL "I L"I 356 -2.84% 354 n� `all 13JJT r CD U) z 0 F- 0) �J f' d! 0 36 C,48 W M� LO 358 0)- N nU 3 01,_1 LN 11 `( w 2GA W Z amp .� GCi O Otf Cr_ d 0 o I 0 w 0 cc a �I GCS Il�u J U 000 m �a O P. U c w � LL m W J w Q m 3 m o w U m J m 0 � Q N cm U 13JJT r CD U) z 0 F- lu �J f' d! N 0. _ s 36 C,48 W M� > U 358 O 8-07 ` i,r 356 nU 3 01,_1 LN 11 `( w 2GA W .� GCi O Otf 13JJT r CD U) z 0 F- lu �J f' d! N 0. _ s 36 EXp `_ 360 �'.`OF c;k- 358 O 8-07 ` i,r 356 nU 3 01,_1 LN 11 `( 2.84% 2GA W 13JJT r CD U) z 0 F- 1 lu d! U a W Z J WQ W .� GCi O Otf W W cc Uj GCS Il�u J �a O P. U c J 1`n- m J � Q N cm P. CO RMw W N o z R N W J JF- J g a Q (I Y' r N IL 0 1 t.t_J PARKERHILL DR. N M U�� SHEET 4 j I �A V� co o N �j Z6 Z6' I I M o f I I I I M Cl C) 1 1T 17'11 a,� J I >: c6 w 31 1' IkN ofI °-° M C. I v I J I I J J J W w o olI II o ¢ ^ Iti i1ci 1ci 1d i3 vI ¢ o �, w + 32 W o 33 juto 34 �N 35 36 37 1'6 38 � m + 3 m a 24 /_ I; I o a I+ I+ 1+ i00 I o I+ 00 w o >- F- N0114'_ "E i c'5 a o i I� I� i� 1^ 1' LANDSCAPE 1� I`- ^1 < Ir _ � �� _ - 18" DRAIN 11 wV' N R � N N a N EASEMENT N � N ry R waq %)w NO1'14 42 E _ 12 00 ' _ _ _ 20 1300 _ _ _ 5 .00 _ ---15400 INTERSECTION 1 I I.21 - --s - - - _ s - _ - - _ _ _ _ - - - - - - - - - STA. 10+00.00, C.L. -� R - J 12' WIDE CROSS GUTTER i o J T _ - � 1' LANDSCAPE - v C-3 STA. 10+21.00, C.L. I' I 0 0 w I o i o t o I o EASEMENT I o t o 01 M ZII ^ °O N O O O O O O Oco z al( Uri Irn �tnaoto + + + + + + Mo21 oma;; >022 » 23 ILO T 24 �� 25 �^ 26 (� 27 �� 28 �) W 00 2 1 � lao �j1 W M __j 1~ 1� 11a- 1Q I¢ 4JI U) N N N o IN IN NI c3 z I I p+ I 1 mI W� m+ I I I I I I 00 I� PARKERHILL DR. w �U �I� m w Ck SHEET 4 < Q C9 N C9 N ALLEY F" SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 368 366 364 362 360 358 356 354 352 350 LANESRELD DR. SHEET 7 11 I I s,_ ML16 i I12� A.15+72.00, C.L15 12' WIDE CROSS GUTTER A. 15+51.00, C.L. 17' 7 17' 17'� i LOT AA MELD DR. SHEET 7 d NOTES: LEGEND: CONT.), DELTA R1 FURNISH &INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: ---------------------- PROPOSED SAWCUT LIMIT UNE O "Rt -1" - STOP "W31(CA)" - END 10IO CONSTRUCT ALLEY ROLL-TOP CURB PER O3 "R6-1" - ONE WAY W14-1" - DEAD END Ts FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT - "R5-1" - DO NOT ENTER "W14-2" - NO OUTLET IR FURNISH & INSTALL IRRIGATION CONDUIT C3 U "R26(CA)" - NO PARKING "W1-7" - DOUBLE ARROW 15 1" = 5' VERTICAL "R3 -5R" - RIGHT TURN ONLY "Wl-6" - SINGLE ARROW 0 o co yR4-7"81(C » W1-1" -CURVE ARROW KEEP RIGHT »W3-3" N "' n "' 170 16 M n N � - "R11-2-2"" -YIELD "W11-2" PEDESTRIAN TRAFFIC N TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE 9 od C! = CURVE NUMBER FOR CURVE DESCRIPTION �' N STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS d I� 100 N 1 STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS O O J 1. CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. o tO ^ LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. i� PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) s SEWER -REFER TO SEWER &STORM DRAIN PLANS f\ � Lo ^ CALTRANS TYPE IV ARROW, LEFT OR RIGHT d O tt7 © Lo M Ui co M Lo M tci trj = ADJUST EXISTING SEWER MANHOLES TO FINISHED GRADE. J M N o O M CALTRANS TYPE VII ARROW UNIT BOUNDARY L AS APPLICABLE, TO BE PAINTED U Uig M Lo Lo Lo "3 Ul W) d o o d' SECTION DESIGNATION: > ro > d CO N w I Uo M W Y t+�j c* M tW) N' SEE LEFT M ro a N M M I 7 M M M M M M M M M W W co M M Lo M Lo M 0: ¢ � ,+j W) j J M j M M M M M M M I j0 j p Y M M M >: C1 > W W of - W U-1 w j j M j M Wd J d W -1 j w J W J W J WO ---� d < O j W J > W) W >W M M > > J.� l,•I o j J Y^ ��ow n w t17 J W J U.1 J W a a0 W J W J W W tf) W w W + m W W p , J w J J J J w W rrj _ 06 _MW > W W Lo W W W a> cow Uo J w W M ca co 00 J J r` d W !•2 C3 W C7 O^ ,,7 tU L,•I W rn> I� rn h O co J con n rn ^ rn ^ rn O Z� M rn W W W > j J J M M W W W WO O c0 J w cD O ri n j m n o Nd co ri + O> O O O O > > O O Z n d t\ O W W O dj d O O O O J J O O O O Z d O rn j Cj M Uo J 6 a> N ^ W US O N N d" O d O - ---- d W W co O O G ADE 0 C NTERLIN O oOD W N W W -,- w 0 0, m O Z O M d + + + __ + - -- 00 J O co -- - --- -- - d d - S d to Lo Z+ + w m v' O I _- N N Z �' + = 0.35 + 1++) - C-) i I `:6 --- to -- t �U -_ - M M •j U� t Z tVERT. PR POSED E T & WE FLOWURVE 50' RT. CUR lU 11 12 13 14 15 16 368 366 364 362 360 358 356 354 352 350 LEGEND: ABBREVIATIONS FL FLOWUNE POVC POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE EC END CURVE TC TOP OF CURB PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. 00 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 UGHT-5800 LUMEN PER C.O.B. STD. ST -14. (REFERENCE DETAIL SHEET 14) FURNISH & INSTALL ALLEY UGHT-5800 LUMEN PER C.O.B. STD. ST -14. (REFERENCE DETAIL SHEET 14) C3 Z O rl� v a' U) N M + ��� tl W J O K< ��II ■ ��tl Y e/ LINCOLNSHIRE DR. M STILLBROOK DR. J tz PARKERHILL DR. SHEET 2 ,_ o ,_ J 1 a°O J M ,_ SHEET 14 T� 2 0 p M F SHEET 4 ' I--• O O _I O J O M O -1 J J O_ J I 1 J J `J J J li O J Q -� ~ 1 O ~ n• ~ 26 I O U: O U: O LL: O II O J d C3 J OO 00 , c, 26' 26' I w 00 -� p -� c. O O _I N p V J O __j O � �• I 26' 26' (' 11 17' Uo °Oaf`' 0O 1 8 1-j co o > (U ro �` o I ^ N o 17' 17' I M °° ct 00 (�, c6 � M W o 00 ^ O 1 7 M ti -' p N w d j= o^ rn 1 1T 1T I '1 to J U� 1 -� -� U w J l^ > O n J 121 �~ J o f I II C3 o i`- �M r"� J J N -41 �� J ( I M UOC9 U J t U U U O W O d U-1 a U M U I Lo ZO M M M M n i I O J O to 4' I M U U J M U II ^ O ''''� U C3 to -1 a C3 c3 I cow _z II ^ Cjl rn co w +M ^cit DO II I ,I II M UIM j O I N ci to o c'ic3 0o a II jNW10 II d ^ II 11 Y^ + II z j� i wl 1 >� II II �wN 1 ^M^M^ z 11 wI 11 11 N a 1 M M j j j a O Q O_ , j n N d w O = I O O OJ M + 0 e O O > O s +w� rnwtriW O co wUriO t-oN J1+i 1 co , __j >o rnj,�w+ d QO=Njrn j°'rn F <y Uri I ao II p Z tO W W W W a W CV W t` INTERSECTION I _� I "� o w+ rn w w N r± of co 2 0 ¢ o n I� d- oo co i uj I w ,a Woo � (� N d \, 7, 7) w N � I r ``' rn �'' a, I L I co ao I �, II •-- O + + + J .-- m+ Q v~i W N+ r z M N , N I t ,' I rr+j w rr+j O w ' �J Q m+ �- + W+ W+ M ro+ + 1 .��. I ' ao + F- w M� I r I II R STA. 10+00.00, C.L. i 00 �-/ Q I o I I = I w= I cn I N I u I ¢ d J 1 to � ¢ ¢ o z 1 00 II ' 1' �- N w J I I Ito z II 1co I c3 mow am QIa a N 1 , n-ce^1 �� o i rQ- I as cn o ¢ ¢<:;. N II ,,; v> N 1 LANDSCAPE Q U m ¢ F- ¢¢ �- ° aI I F ¢ ¢ N o N Q N ow cn co v> w rn c3 rn F ¢ N 1' LANDSCAPE - N ¢ rn ¢ ¢ ow N ad EASEMENT N I 1 Nl EASEMENT " `n N 1 I ;� _zl- 1i 00 12+00 156.00 +_ I ' 156.00 156.00 6+00 .c 15+0 �' DRAIN 33 NO 442 - - - - _ - - _ T - I i ---- - a 2s 13+00 I 1� 628.97 23 I = ¢ • !I , 3 R 1' LANDSCAPE �, 30 1' LANDSCAPE R , O1' - EASEMENT I- 1 I- I- I= �1 2 ,- 1' LANDSCAPE I- I N01'14 2'- ,- p ^ p EASEMENT 1 I 11 w I o o w 13: it 5' I a o 1' LANDSCAPE o o I- 4 o I- EASEMENT o -' o -' III oo II -' o J o o ,- o I o o EASEMENT I tao -' oo w o �` o c°Oi1 llj( �` O `` o a06 1 II '.� o U o I aOOo 14 } o0 0 o I o INTERSECTION II I z rri it `` co I «i r u¢�rw- � I dao ^ � N l to IIjI ¢ rn o rJ O o I ' Z STA. 16+28.97 C.L. a l to -' o o _j o J J o cj c 1 I ,I -' o 31 J lll I «� o N 1 o -' 0 2 7 00� ' alI B.C.R. - ELEV.=354.99 T.P. II ,� C3 0 0 17 d d lu III � 22 r¢ I ,1 ,,� ti o a I in p l _j ii o o U O U o- Lo U_ S U M co w LLo o r= trj c3 III III Z CO � j N ao 0 0 II o `r III I I II ro _ + Lo z 1 I STA. 15+95.97 C.L. 8.00RT. IIS ao I > ao k "' � � °D '„ M � III III '`� r` p � N °O zo r-: I I a ;1 >; o r III I Ilf m rn I mll , 9 W r CV n M _j O M O d M n r LU w ca -'M� -i jrnjO III III rnjrnt` J NdwO I ao,I J� II rn r+ O" rn III IIII II ��� ujCj i cn 11cn i wN <C3 "d �CUw�w� 'II 'I ,ill, w wod c3 wo�i Jr~i 1 wojo NjN r- j I�Uo d wI i j J N .__! d I 1 J O M d 00 w OD I I W t0 W W II ' I ,II ry- a W N 11 O M L' -r d= oy I (n 11 /� 11 CO 1 I O Zo N c� co 11 r w + w + I 1 w + +' ^ �o + + / 11 I r+iw + Jw +w + I O N w + w cv " rn zU.) + 1 - I) 26 1 co M W+ O O' 1 II O '"� N I N I i i M o U d d O' 1 d J > M Uo 1 to ,1 V I ; o: 'Ur of o j ' ' III III ' ' j Ui Z II i a 1 M I i I , w + w �_ 11 I,1 w vi j I I I� III III Un -� Z j 1 i t U rQ-• JCM N I J � Q� Q m m I p: Q a a O Q,i, Q U Q 1 iI C3 H m Q II O Q d Q w m l Q, W+ QW Q 12' II LINCOLNSHIRE DR. w N ZM o m a w+ d ci a c` -i1 ALLEY "J"¢ N Q N + o W N m N STILLBROOK DR. W �' N W^ a;¢ "" a N I o W cn it I- , , J N ALLEY H o a PARKERHILL DR. SHEET 2 a4j, d � rn d SHEET 19 a SHEET 14 ``' d+ SEE RIGHT d N c: SHEET 4 ow N ¢ ' ��� ¢ N CL 12' WIDE CROSS GUTTER I V a N ALLEY " STA. 13+37.97, C.L. rr 7¢ v¢~i ��� G SCALE 1" -' - 50 HORIZONTAL NOTES: LEGEND: CONT.), DELTA R1 FURNISH &INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: ---------------------- PROPOSED SAWCUT LIMIT UNE O "Rt -1" - STOP "W31(CA)" - END 10IO CONSTRUCT ALLEY ROLL-TOP CURB PER O3 "R6-1" - ONE WAY W14-1" - DEAD END Ts FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT - "R5-1" - DO NOT ENTER "W14-2" - NO OUTLET IR FURNISH & INSTALL IRRIGATION CONDUIT C3 U "R26(CA)" - NO PARKING "W1-7" - DOUBLE ARROW 15 1" = 5' VERTICAL "R3 -5R" - RIGHT TURN ONLY "Wl-6" - SINGLE ARROW Ic o co yR4-7"81(C » W1-1" -CURVE ARROW KEEP RIGHT »W3-3" N "' n "' 170 16 M n N � - "R11-2-2"" -YIELD "W11-2" PEDESTRIAN TRAFFIC N TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE 9 od C! = CURVE NUMBER FOR CURVE DESCRIPTION �' N STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS M N N �D STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS O O O O 1. CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. O tO cO LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. i� PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) s SEWER -REFER TO SEWER &STORM DRAIN PLANS f\ � Lo ^ CALTRANS TYPE IV ARROW, LEFT OR RIGHT d O tt7 © M Ui CALTRANS TYPE I ARROW Lo M tci trj � m 0 � � � �� � � � TRACT BOUNDARY ADJUST EXISTING SEWER MANHOLES TO FINISHED GRADE. J M CONSTRUCT 4' WIDE VALLEY GUTTER PER C.O.B: STD. ST -17. O O CALTRANS TYPE VII ARROW UNIT BOUNDARY L AS APPLICABLE, TO BE PAINTED U Uig M Lo Lo Lo "3 Ul W) d o o d' SECTION DESIGNATION: M ro M M w I Uo M M t+�j proj O tW) Lo SEE LEFT M ro a N M M I 7 M M M M M M M M M M W) M M Lo M M � I. M M M M M M M M M I j0 j j M M >: C1 > W W of WN Jto W U-1 w j j M j M Wd J d W -1 j w J W J W J WO ---� d W J W J W J > W) W >W M M > > J.� l,•I o J W J W J W w t17 J W J U.1 J W a a0 W J W J W W tf) W w W W w M W W W W J w J J J M J mmmmmmai _ _MW > W W Lo W W W a> cow Uo J w W M ca co 00 J J r` YOj -J-4- w Uo J W W O^ ,,7 tU L,•I W rn> I� rn h O n O J ¢rnW n rn ^ rn ^ rn O Z� M rn LEGEND: CONT.) NOTES: LEGEND: CONT.), DELTA R1 FURNISH &INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: ---------------------- PROPOSED SAWCUT LIMIT UNE O "Rt -1" - STOP "W31(CA)" - END 10IO CONSTRUCT ALLEY ROLL-TOP CURB PER O3 "R6-1" - ONE WAY W14-1" - DEAD END Ts FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT - "R5-1" - DO NOT ENTER "W14-2" - NO OUTLET IR FURNISH & INSTALL IRRIGATION CONDUIT C3 U "R26(CA)" - NO PARKING "W1-7" - DOUBLE ARROW 15 O5 "R3 -5R" - RIGHT TURN ONLY "Wl-6" - SINGLE ARROW Ic FURNISH & INSTALL INTERCONNECT CONDUIT IIF yR4-7"81(C » W1-1" -CURVE ARROW KEEP RIGHT »W3-3" T63 T cgs CALTRANS STANDARD SPECIFICATION 8010-21C-19. O6 R - - BIKE LANE SIGNAL AHEAD 16 FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT OPAINT - "R11-2-2"" -YIELD "W11-2" PEDESTRIAN TRAFFIC J w TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE 9 "W16 -7p" - DIAGONAL ARROW PLAQUE O CURVE NUMBER FOR CURVE DESCRIPTION O STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS O TAPER NUMBER FOR TAPER DESCRIPTION -- 0 �D STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS ® ITEM OF WORK - SEE SCHEDULE 1. CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. O CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. S8845'18"E 8 PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) s SEWER -REFER TO SEWER &STORM DRAIN PLANS 10 � BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. ^ CALTRANS TYPE IV ARROW, LEFT OR RIGHT O SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. AS APPLICABLE, TO BE PAINTED © SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. Ui CALTRANS TYPE I ARROW O J o `` O o `` AS APPLICABLE, TO BE PAINTED � m 0 � � � �� � � � TRACT BOUNDARY ADJUST EXISTING SEWER MANHOLES TO FINISHED GRADE. J M CONSTRUCT 4' WIDE VALLEY GUTTER PER C.O.B: STD. ST -17. EASEMENT I _ CALTRANS TYPE VII ARROW UNIT BOUNDARY 5. AS APPLICABLE, TO BE PAINTED U Uig M 0.40' CL. II AGG. BASE OVER 0.50' COMPACTED O.G. TO 6. CAL -TRANS TYPE VI ARROW CONSTRUCTION NOTES: RADIUS LENGTH TANGENT DELTA O CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. 12 CONSTRUCT PASSING AREA PER DETAIL ON SHEET 8. O CONSTRUCT 4' STANDARD SIDEWALK PER C.O.B. STD. ST -3.13 10IO CONSTRUCT ALLEY ROLL-TOP CURB PER O3 CONSTRUCT HANDICAP RAMP PER DETAIL ON SHEET 2. 00 DETAIL ON SHEET 16. - CONSTRUCT ON-SITE CURB WITH 12" TOTAL CURB HEIGHT AND 14 CONSTRUCT ALLEY FLUSH CURB PER DETAIL ON SHEET 16. C3 U 6" CURB FACE PER DETAIL ON SHEET 2. 15 O5 CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3. 15 PAINT 12" CROSSWALK LINES USING THERMOPLASTIC PAINT PER IIF 111 j CALTRANS STANDARD SPECIFICATION 8010-21C-19. O6 SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER. 16 PAINT 12" SOLID WHITE LINE USING THERMOPLASTIC PAINT PER OPAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS J w CALTRANS STANDARD SPECIFICATION 8010-21C-19. 9 STANDARD SPECIFICATION 8010-21C-19. 17 PAINT 12" DOTTED WHITE LINE USING THERMOPLASTIC PAINT PER O CONSTRUCT TYPE "M' MEDIAN CURB WITH 14" TOTAL CURB c0 CALTRANS STANDARD SPECIFICATION 8010-21C-19. ¢`n¢"' HEIGHT AND 71/2" CURB FACE. NOTES: Q9 CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. COMPACT SUBGRADE TO 90% OF MAX. TO 12" BEYOND 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN IMPROVEMENTS AND DETAILS. O GUTTER LIP TO A DEPTH OF 12". 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. S8845'18"E 8 CONSTRUCT 16'-20' WIDE ALLEY PER C.O.B. STD. ST -12. I I OVER 0.40' CL. II AGG. BASE OVER 0.50' COMPACTED O.G. TO 10 PAVEMENT TO BE 0.15' TYPE "B" COLORED A.C. BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. ^ (COLOR TO BE DETERMINED) OVER 0.15' TYPE "B" A.C. (BLACK) 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS it OVER 0.40' CL. II AGG. BASE OVER 0.50' COMPACTED O.G. TO 1 PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. Ui BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. O J o `` O o `` 4. ADJUST EXISTING SEWER MANHOLES TO FINISHED GRADE. J M CONSTRUCT 4' WIDE VALLEY GUTTER PER C.O.B: STD. ST -17. EASEMENT I _ 11 PAVEMENT TO BE 0.50' PORTLAND CONCRETE CEMENT OVER 5. EXISTING POLES TO BE RELOCATED. U Uig M 0.40' CL. II AGG. BASE OVER 0.50' COMPACTED O.G. TO 6. ALL DRAIN INLETS TO BE CHRISTY U23 CATCH BASIN WITH - 90% OF MAX. Ilii � III ALHAMBRA FOUNDARY A2012 BICYCLE PROOF 24"x24" GRATE. o o o SECTION DESIGNATION: to 0'1 ► +w � I SECTION LETTER w I Uo o ALLEY "0"1U) ¢ `� O SHEET WHERE SECTION IS SHOWN '002 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 1 20.00' 31.42' 20.00' 90'00'00" 1.- JO J+- 92'27'46" 10IO XNMEL1- O W O �_j 00 W - M ,j n6 M C3 U _j C3 I 15 Lo G3 Lo, M C> 16 IIF 111 j ori p j o27 j N M ii�r ,(C. I «� 1111 J w W '�• o o J w •N ¢t~i1 9 1{I„ZI illl I a�a I 1 O c0 flli q ii1 l ¢`n¢"' o.: N CL ALLEY "G" a `` O - - EASEMENT? u STA. 10+00.00, C.L. S8845'18"E 8 r - I I t1-00 ^ � R II 1 �r II I �II II ck: it N 1 Ui Ui -I `` O J o `` O o `` Of O J M J EASEMENT I _ whilommE. III III III III ,'� M U Uig M ci 131 arui M �) - 25 111 .�I Ilii � III o� o o o 32 to 0'1 ► +w � I + !�! w I Uo o ALLEY "0"1U) ¢ `� O m W�! Elml SEE LEFT an to CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 1 20.00' 31.42' 20.00' 90'00'00" 2 20.00' 32.28' 20.88' 92'27'46" 3 20.00' 30.56' 19.16' 87 -32'14 - LU d> �• O O O a w O O O Z d n n C5 W t[i r -z N W N J ^ CV r -z F- 05 to c3s LqZ vi M �• cO J O - ON M co LLJOCo Lo W Oo O O ~ eclM O O O W +C. +c"I + w' n W O W+W + + + + m + + + + JO M � M d m -C,i Lo � + + WO V O W Lj N N ZN + C.3 U m `"_ j to to 358 J M ± =�; ^ o j M M > cv 356 354 352 350 358 356 354 352 350 10 M UNC 11 Or n O O L > 12 M Ir 13 00 W - 14 M M C3 U _j C3 I 15 v �l0 c3 l u C> 16 29 01 11111111011FIFINNIS O N M 0^O t't'I Q a^o NJEJJM� •N ¢t~i1 o ±1 h0kRolm wff�iml O c0 .^- N 1' LANDSCAPE N N -�26�16 O O - - EASEMENT? O O �' t1-00 ^ � Lo d O N M Ui Ui U -)NN v Ell Of O O Lo o1 EASEMENT I _ whilommE. d W ooi,, U �) 1=811=1 toi N) M M o o tri to to �I � �'1 Uo o FUR O a0 UC O m W�! Elml an to a N ( Uo I 7 tdn sf d= Lo M M M M M IV = M M Lo M M � n M M M M M M M M I j j J of � to M M j00 j j j O O j j G M M r'' :to W j j j j j j J J MMENEW � J mmmmmmai J w > W W Lo W W W W Uo to W J 00 J J j w 10 M UNC 11 Or n O O L > 12 M Ir 13 00 W - 14 M M C3 U _j C3 I 15 v �l0 c3 l u C> 16 29 01 C> O N M 0^O t't'I Q a^o NJEJJM� •N ¢t~i1 o ±1 041 Od O c0 .^- N 1' LANDSCAPE N N -�26�16 O O - - EASEMENT? O O �' t1-00 ^ � Lo d O N M Ui Ui U -)NN v 1' LANDSCAPE Of O O Lo o1 EASEMENT I _ whilommE. d W ooi,, U �) (^' 29 toi N) M M o o tri to to �I � �'1 Uo o FUR O a0 UC O m W�! Elml an to a N ( Uo I 7 tdn sf d= Lo M M M M M IV = M M Lo M M � n M M M M M M M M I j j J of � to M M j00 j j j O O j j G M M r'' :to W j j j j j j J J � J J J w > W W Lo W W W W Uo to W J 00 J J j w -J-4- w Uo J W W -W1 W ,,7 tU W W W to W - W J J M M M W W W > j J J M M W W W c0 J w cD O ri n j j n n n co ri O> O O O O > > O O Z n d t\ O W W O dj d O O O O J J O O O O Z d O rn _ p M Uo J aNi N ^ W US O N N d" O d O tt) O N d W W co O O Uo O co O oOD W N W W -,- w 0 0, m O Z O M d + + + + + + + 00 J O co tM M d d d d d to Lo Z+ + n O a• O I I N N Z �' + + + 1++) - C-) i I to Uj N J N t �U -_ - M M •j U� t Z i M UNC 6 Or n O O L > I M Ir ot 00 W - 1 M M C3 U _j C3 I JI U I v �l0 c3 l u C> 28 qj 29 01 W 0 " 01 L I • ' t't'I Q w NJEJJM� •N ¢t~i1 o ±1 041 w c00 c'jI N o 1' LANDSCAPE ; 356 354 -�26�16 ON - - EASEMENT? IM �' t1-00 352 m 1=- 1- O U � z z � � Ll v 1' LANDSCAPE cj Of of m o1 EASEMENT I _ whilommE. ooi W ooi,, U �) (^' 29 toi N) 2 a NI � C> �I VVV �1 �I � �'1 NI FUR I m W�! Elml a N ( UNC' I 7 l0 IV = I of m1m, I I 11 0110E ® CENTERLINE 13 14 1 16 358 356 354 352 350 358 356 354 352 350 (mss 362 360 358 356 35 352 350 _r m AL "H" S 'AL 1" = 50' HO ONTAL 1" = 5' VERT] M UNC 6 ttto M n O O I > I M Ir 00 00 W W M M C3 U _j C3 I JI U I v �l0 c3 l u C> 28 qj 29 01 W 30 " 01 L I • ' t't'I Q 358 •N ¢t~i1 o ±1 041 w c00 c'jI N o 1' LANDSCAPE ; 356 354 -�26�16 - - EASEMENT? '�'I • �' t1-00 352 m 1=- 1- O U � z z � � Ll v 1' LANDSCAPE cj Of of m o1 EASEMENT I _ whilommE. ooi W ooi,, U �) (^' 29 toi N) 2 a NI � C> �I VVV �1 �I � �'1 NI cn m a N ( UNC' I 7 l0 AL "H" S 'AL 1" = 50' HO ONTAL 1" = 5' VERT] ALLEY "I" I- I_ SHEET 19 00 J O J O II O'1UII I Nrr Lo O_ W O 00 -i O III I Iii 21 C3 4 c3 4 G3 III cs III 1 CD 031j�;j- 111 O J O J N I «<I Waw i;ll R 1 < a ti I in ¢ ¢ cn UNIT BOUNDARY STA. 13+35.00, C.L. 345.00' III CL ALLEY "I" 00 II STA. 13+45.00, C.L 1 -- �1 z IhI 00 J O J O � � o ►+: 0 2 C3 it 7 O -1 O C3 ci L C3 � c3 III iii M M III NI C3 II o 11 o III 1111 o W Uri w Uri III III + w +w + II 'I ill 0'1 -- --- 111 IIII LOT FF "'ALLEY "I" SHEET 19 oq M Co co Lo o M ttto M n N > > N M L6 L6L6 00 W W M M S xL_L'j 360 v C5 N - W W Jo I • ' t't'I ALLEY "I" I- I_ SHEET 19 00 J O J O II O'1UII I Nrr Lo O_ W O 00 -i O III I Iii 21 C3 4 c3 4 G3 III cs III 1 CD 031j�;j- 111 O J O J N I «<I Waw i;ll R 1 < a ti I in ¢ ¢ cn UNIT BOUNDARY STA. 13+35.00, C.L. 345.00' III CL ALLEY "I" 00 II STA. 13+45.00, C.L 1 -- �1 z IhI 00 J O J O � � o ►+: 0 2 C3 it 7 O -1 O C3 ci L C3 � c3 III iii M M III NI C3 II o 11 o III 1111 o W Uri w Uri III III + w +w + II 'I ill 0'1 -- --- 111 IIII LOT FF "'ALLEY "I" SHEET 19 oq 00 Co co Lo o M ttto M d M > > > N 362 00 W W CO o S o 360 v C5 N - _, M $lr w I • ' �' r Q 358 •N ¢t~i1 I � w c00 w I 356 354 - - - - �' 352 m 1=- 1- O U W z z � � Ll >" LL I m - 50 13 10 11 12 I d 0 0 N O CD z Of W W z z w U CD z V) 0 z a J 0115A co i IN o F- N 14- 00 o CO tO o00 v �• MEN MEN w I Q o J � w c00 w t ' W E) L.L m O U W N >" LL I m m whilommE. W Q U m 10 11 12 I d 0 0 N O CD z Of W W z z w U CD z V) 0 z a J �v co i o F- N 14- 00 o CO tO o00 v �• o Z w I Q o J � w c00 w ' W E) L.L m O U W N >" LL I m m o W Q U �v N N W i r m I w Q 0 w Q 0 07-1q-16 vNfi5 �S,X11 OWL LLI � W 0gE W zz- -� UJI a o P ic/ W 3 32 W .< . 6 30Uj r A � O f-6 7 T K co R " ' if.. U. co N cm _...WCD N Q U, » a s 0 P � F a W = W IERECUKu umAW1. T LL 0 2 UNIT 7 INTERSECTION ��19� 7 N J o TA. 13+19.96, C.LJ J o 11 UNCOLNSHIRE DR. 0. o J o ALLEY 'J" N SIIUBROOK DR. o A PARKERHIU_ DR. SHEET 2 `' `` ,_ SEE RIGHT ,_ ,_cD _j SHEET 14 J ,= � � � ,_ 18 ,_ I_ 0 o SHEET 4 L F: I-' O M J J III _IjI J J d C.i __• W I I I J to CO _I J J I J J U O ~ ~ d J J o c0 O O �{ I' Lt_ O _j O O I O p Io W J J I Ii 126' 26' O L O --� J J p J p IOO' 1UII J Cop J O M Co F- I I I I o U J O J O J O _1 p M 0 0 - ci �+ co p ^ IO ' I r- ad C) 1- 00 26' 26' -- 1to 17 17'1 w7 pp �M rinic�l`o� o I �o�o�rn ^o SII rte°° �U '� ��o� o i 4 ol�o�rnu� woad 117' 17'11 co d• c" I t 0 co 11 11 Ih co 0 ao M r I M ao o �¢,�' J II 0 II cD _j 0 J III I III co JCD �� o _j � ! I w 11 . -1 II 0 woo J J III I� _j co -i J Nu) U �'� J J 12' I 11 Oa m f\ > j LA M U j W _I- M _ Q 117 MU �Uw� wao, UID �U III III �CU�tiwN ��UM I NI( II _ u_j JM�c.i d ci I 111 ��j��j co vMU I I o I I I O C9 W+ W M ro 111 III M M I O (D II I w I iD I I j m W+ w It ro 1'ni III M M t r j �' C5 CD N j N z o0 o II 11 to Ilk Ill 11 - II co t1 Z j . 0 co co 11 w co co to 3 2 m Z � w ^ w� ^ 1 13 I � w o j o' III°O ill >: M>: a ¢ 2 o o' w i _ it w co M � I II II If II m a: __j z^ � j 0 ; II Ja0 0 ,.�L.lri L.IMwI'r) i- Hd'd:JC6 r- zI( W to I 2 >�'>0 III II( ja)j0 FW + i -o W \ w 12 I Nwfn Q a¢JNJ )x0i QN W 0_¢ W WO W MW u7Q(n u7 W ^J0D 100zlf J 00 J O J d 00 w 0o m 1 ¢ I I + ¢ �- J M J u7 I l0 J O J J O LJ.L O) QI II +z'o+ i- �w w+ IIS 11j) w iw+ 2!LO+ + i M °D I- ¢Nw+w+ d w+w+ I z'r'+ + w II i Z I O -M O U N Q cn aD .--- N M CV 1 i co D U N it d• a• to ''r) to I u') 0 l i i d Z> , I I III 10 1 1 z 11 1 c00 - d t 1 i 0O ii I i � N Z j !" d7�11 III II 1' L SCAT a j 00 ci i ao ao i l 11 o c5 daw Q 1 LANDSCAPE d a d a a ¢a a w¢ C5 Q I �- 1 LANDSCAPE a a 0 ¢ d a d a QLaI a U d -- 11 Ltj v~i oW v~i EASEMENT ¢ v~i ¢ N II I ¢cid v~i EMENT o,; N m N 3O ``' `" EASEMENT ¢ N d c~i� d c~i) ¢ v~i o W v~i Om N R T l\ R .w..-�.. I 8 28 ter. �� ' i i 1 N01 i 42 + 12 00 3 00 i _ 14+00 _ _ _15 00�_ 631.96 _ I - 163.96 - -( - 18" D Ai 15 .00' -I R W 156156 00' - - 156.00 1 00 i 22 q INTERSECTION (; I t r- J 1' LANDSCAPE R J I 3 1' LANDSCAPE i 13 v�0" STA. 10+00.00, C.L. I I I ' 2 i o = 3 f - -' J 3 _ - `�'1 ^ ?- �- II 1 � EASEMENT -t o o' a � I U 0- _j v EASEMENT r= ci w 7 cn o o I � I La o C3 0 � o l O 6 I I Cc o d 1 (IfCo J o o �- o I I NOt'14'42" E" _ _ I oo �l o o ornt� o_jo In ot, orn o I II woo LJ. �Irn�J:�LJoo rn o I�prn} - 0 1 cn co Mao ao I I r- ao I o ao I r- ao ad I ao co I_j o o s 1 p 17 ad I. o c� -' N N co Iw- 1 I( � Op to °D ,o� < Co -0 0O N p °D I I 3 cD 1 Ki w rn co 5 cv co to 3 I I 1 n LOT � IR = 0 �` 0 1 0 0^ �`' INTERSECTION I -I _ j J Lr) .-- ISS J J Q J I J J J J O� J ¢ J I Z 11 o� 1 MCS^¢� �Coo�1 JCD� co M `I CS rUN �� rinici ! 11 r'n7co CC -q-C3 vd v }'��I°�° d c51iZ"'�c3 ��Mci I i ! II to 0 v rn u + 0 o co r r In LO rn + -� V o +u7 0 II 1 STA. 16+31.96, C.L. R7 I ao OU aO M M U ai j 0 M M Z n II I I I II co M to M CD M co W �' U M co m M co Z n co O 2 2 I� j N Z II o, Q II to ro to W ri II 0 11 o Q o 0 j I I I I j o Il 0¢ it rn tI O J Q o II 11 I D I J ai F -M t` j U) I j 0 II to I J cD j j I F- ~- d" w O) 1 I w j t H j j HIM to j F 1- j �) w o w O I W 0011 O W LO l/') W a0 0 + W+ ¢ W M W O N Lal 4 ID J CO r r I J tp M fn W O W.6 Q¢ N II O W O to -¢ ^ J� O J ao � I - I W N M M J O I J j I O O( J to w a0 I I W t() w 001 M M F- I N Z 1 w Io u7 + W O I W I -I w Ih J J Z + 13 I 17 I J J J j J J Z I I '! + Zto + W+ W +J N 1 N W + W+ M N + + W+ W+ W+ N W W+ O �W + M tL7 + I N 11 O M p O .-w Q 11 1 04 I t2 J^ an- LO ZII I Lo 1" I 15r a z� t I I NI m I I I Zw d 1 26' 26' IC I I ¢ I �� -- �I i ¢ o a I 1 I w+ I 1 w¢a I o I I �� rQ- °° ° 1¢- d �) 4 '- o w cn I- I I ( cv ;- '- F- '- U) '- o W F I I a Q a Q 0= J '- Ci ¢ ¢ m Q a¢ a¢ I `- a¢ m¢ Ci ¢ LINCOUVSHIRE ui N ow U) c� cn Q cn a ¢ cn d cn m rn cn (3 cn ¢ cn d V) d Q 1n cn ao cn UNII S4 a �, S11L.LBROOK DR. m PARKERHILL DR. SHEET 2 6 6 �� p SHEET 14 " cn 21 �v UNI 4 SHEET 4 1 WIDE CROSS GUTTER A.P. - ELEV.=354.68 F.L. " STA. 13+40.96, C.L STA. 15+15.96, C.L. 10.00RT. ALLEY 1 C � Otr) 3 r-1: r.� cou') SCALE: 1" = 50' HORIZONTAL 4 ^ r' N » r � t M M M M M M M M M M M M � rro no u7 117 to M n r) 117 n �; O O 1= 5 VERTICAL 0 0 j j j w 0 Mo j j j j o o j "' M M M M M M rrj Lrj rM j j j j M M j j j j •- U-) W) N w w W W W W Q> w M W w W W coaO COm W w W L,,' uj j M M M J J J 4 J J J LO J d- J J J J d„ d' J J J J J d W > > W W W W Ill tr) W W W W W W W 0 uj LLl w W to In W W W W W IA J J J W Q w W c0' O c0 cD c0 M M c0 cD cD Q W W to M co cD C c0 M M co to c0 c0 M W W W W t� W W O) j 0 O) O) 0 j j 0 O) 0 Z O) j 0 0 0 0 j j O 0 0 O O> > c0 O LO W O 00 M M LLl W M M 00 O CO M W 00 0 U3 to W W to to O N ^ W 0 Z 4. 0 O to -r C71 N - J J 00 O Co w 4 CA 0 00 -� O M M + J J 0 N ,r) tr) J N N Z 00 c0 + Lrl + + LrJ Lal + + + -A 00 CO 00 + W + + + + LrJ LLl + + + + + L''A CO W 00 rn oU I 1 N z N In M ,MU .� I I Ir to 0U +-' + + 358 W _ - _ 1 - z u7 to 356 354 `onus 352 350 10 M M z� 1 uj W 0 u7 LO M M > r - N W LLO M O) j Ln J + w + O U CR n00 12 "L1111" M LO (00 CO O LO CmD .4 - CND LO to ,rte) ro M M M M M > M LO LO M M w w w w N Simon W mabblim- ui w w w ui ui m j 1101101 J W W W WM W w toO pi O Oi c0 O>>: co O) c0 m 0 O N c5 ^W coJ O m + + M + co "U 00 + N MAN to j n .. » , 1= 5 VERTICAL d0' 0 IA tt) M t2U J LjZ O + C1, + M M M M M j - to Ili j > w0 w w W MINIIIENN JIr% w -MIN w WO W > 0- > > W W W W� W IL WII W J J w W J W Lr.l Lo c M J W J J W W J W J4 J W to W W O W W M W O 0 360 O W J JO JM J I uj 0 oM ION o r pj o 0 0 0 oM o" ( W W _ o r_ -;;q 360 o o Oj CA co 0i 00 M CD J In W a0 O rr; N �iN rri M' tj W cn gm, MEN O+ O+ + + •- + •-- �� + •- + N MWMMM + W 50 J 0 J + Z N + 358 w iMEI"Wlml �i + o o 0 j .- N 358 a C?Q >� rk jFaFaF :F '-o N d �EEEEEEE-INEEEmoo aF F m C5>: ~ U _ � - Q Q + O �' Q j U 1¢•a F W F CD N W (n Q N Q V) V) •a ¢j N Q Q N N C� a uj 1- �¢>� �, �, Y Li 06 (n 10 M M z� 1 uj W 0 u7 LO M M > r - N W LLO M O) j Ln J + w + O U 13 O O LO M > j � JJ W W Z r J 00 00 Z N N M 00 M M M > J W CO 00 LO 358 _ - 356 3 352 350 ' 14 LOto CR n00 12 N M LO (00 CO O LO CmD .4 - CND LO to ,rte) ro M M M M M > M LO LO M M w w w w N M W ui ui w w w ui ui 1 j LO M J W W W WM W w toO pi O Oi c0 O>>: co O) c0 m 0 O N c5 ^W coJ O m + + M + co "U 00 + In to to j n U 13 O O LO M > j � JJ W W Z r J 00 00 Z N N M 00 M M M > J W CO 00 LO 358 _ - 356 3 352 350 ' 14 LOto CR n00 to N N 90'34'30" u) M 44 M LO to ,rte) ro M M M M > M > w w w w N M W W W W LI..IM WLLO 1 j LO M > W M coC71 W t0 0 CD 0 t0 0 N j 00, co p M L6 c5 ^W coJ rn L g O M W) CO O O Z ++ .2 c3 In to to C14 n U 15 N L0 W) M j J W co tj O + 16 358 356 354 352 350 co CR co LO Ln (T) UNn 90'34'30" u) ul LO u') 14-o w cn 0 M M M M to M M M MEIN II p w M Y V N N •�- w W j0 1 j LO M > W W W w ih W N J Co ui co m rn cn cn W .W_' W rn L g O N > r W CO O O Z L Ln In to to C14 n J + W » , 1= 5 VERTICAL d0' 0 IA tt) M t2U J LjZ O + C1, + M M M M M j - to Ili 10 -- -- -- 11 12 13 14 OAKEY ST. (T) UNn 90'34'30" JULESBURG ST.ONI 90'00'00" 19 o J -I J J SHEET 8 26' 1 26' 11 w cn 1' LANDSCAPE Q I �t ALLEY K EASEMENT V) `- +00 _ _ N N N MEIN II p IF M Y V N N •�- I N N I SCALE: 1" = 50' HORIZONTAL 0o N LO M > LO M 0 N co C4 � N i � N Tri ui Co ui co m o M r cn cn <r I LO Ion Lri tri I`nn Lo to L6 u ,o L Ln In to to ,ri u') to a 0 <r M » , 1= 5 VERTICAL 111 "I' 6"immmimmmommilm ,")) M M ,) M M ,,) M M M M M M M Cp) M M w W W 0 M M U M M j > w0 w w W MINIIIENN JIr% w -MIN w WO W > 0- > > W W W W� W IL WII W J J w W J W Lr.l Lo c M J W J J W W J W J4 J W to W W O W W M W O 0 360 O W J JO JM J I uj 0 oM ION o r pj o 0 0 0 oM o" ( W W _ o r_ -;;q 360 o O o Oj CA co 0i 00 M CD J In W a0 O rr; N �iN rri M' tj W cn + O O+ O+ + + •- + •-- �� + •- + N MWMMM + W 50 J 0 J + Z N + 358 w + + o o 0 j .- N 358 a C?Q >� ooa jFaFaF :F '-o N d :Fa aF F m C5>: ~ U 10 -- -- -- 11 12 13 14 OAKEY ST. (T) UNn 90'34'30" JULESBURG ST.ONI 90'00'00" 19 o J -I J J SHEET 8 26' 1 26' 11 U I I I Li 0 J ' J O J p J p J O %D O LL O LOT FF 1 II <r00 OD c,o6 ^o ^0oGo 1 /I�ooNao�0066 117'_ 17'-,i 21 v I d' __j IN�;NJ BMJ, 18 to NJLO NJI 1714- LOT 10, II Mc•)rr)U JI0U0U u7�1-' OvanUIJ oUMU I U I II 2' 26'11 o �) o' i d M d" 0'11) o a M M ci M II J 1 I I DRAIN INLET N0. 3 f- W o o d o j o o¢ I- II o II o0 o it o w o0 0� u07 1 I I ELEV =354.14 GRATE 1 13' 17' 11 J l� W d o( w w co u7 w cD l O U t? w co w .- ( o w co -A r�i ad i Z I 12' WIDE CROSS GUTTER r W '`) J 0 -� J ,- �- + J o to cn� J rn J o J <+ w ao w o0 I I a II STA. 12+90.28, C.L. 8.36LT. + W+ O� W �- W i- W W + O W W+ N W+ + J+ 1 2 I I I O O J Lo Zw ± I o I STA.: 10+21.00, C.L. I I I I I o+ I I I^ a I .` = t+¢ Q I- I I N 1 a 1 I I I a s d w I a - I I INTERSECTION 1 v�a6� d 0 �a�c�cn0°F- Q.- a; rQ- ¢ 00F�FzF II 3 w cn C3 cn N Q cn d cn R CD cn N d cn ¢ N N co 0 m cn w V) I it STA. 13+12.00, C.L. INTERSECTION I I = - - = = STA. 10+00.00, C. I 156.00 11+00 12+00 156.00 3+ it 16 I 1 ( o s S88'4 15 8 E - - + - 312.00 - - 18" S.D. III I z R 1 1 3 R 1 II R 3 II D 1 1' LANDSCAPE F-: I n 3s � � w Q t w I J ck:EASEMENT o o it w if o o F Q I- � -' r I I DRAIN INLET N0. 3A Q I I e}• I I li O -j O _i O J O J p III ICV h) _I p J p J O U Z - j 0� 0 2 1 -� i f o '� 00 Li 0 1. C3 '� o �tt `c'll1l � o L.I: o L� o tn� L- O o I o ELEV.=354.15 GRATE I ( Ir ii --°Dd °Q to00r��N MMAI ice(( N^r- co °Ozw a a6 o6 �� 1 zl O L� II N N M M N N cn <r I A STA. 12+90.38 C.L 10.38RT. I- ! o I Ln J � J % III .-III _ i -I ¢ ¢ � J m J :D 3 r� ( Z 1 17 U U 2/ � C3 � C.i ,'O c� Iii �II u c i u') c i to c i Jw � Ci M U U o i -_ z N O I I I^ 11 11 M M M M III I II M M M M II d I _- �__�_ O 11 j II o II c it 0 11 d III III 11 11 d ii d II d j d O I F- J I O O O (C,:) O O O O H J O-' - II ��j� j�jC6 fill,I JIIII jj j jC0j 1 v 1 S8 '4518 E" w 1 II w M L 1. coW W- W to W CO W c0 W W W J I W�ri�r-=- �(n J J J J M III IIII J N J 0 J Co J� ^ _ if I O+wo+ w +w +w + II0,1 I w +w +w c± w+ t N OD cMo 0 , O Q 1 11 I i I I I 1 I i r� ( o 4 OAKLEY ST. L j - c a F a F a FALLEY "L"a i!- . °° � � � � + JULESBURG ST. Lei cn ci to ¢ cn d cn d cn ¢ cn ¢ cn ¢ cn c� cn Om cn a SHEET 8 SHEET 9 SHEET 20 358 356 354 i 352 350 15 16 ALLEY "G' SHEET 18 "010i E J O J o LZ 0 -j N U L6 �7 CURVE TABLE 10 DELTA 1 20.00' 31.22' 19.80' 11 2 20.00' 31.62' 20.20' 90'34'30" 3 20.00' 31.42' 20.00' 90'00'00" 12 J c+l w cn 1' LANDSCAPE Q I �t ALLEY K EASEMENT V) `- +00 _ _ N N N M II p IF M Y V N N •�- I N N I SCALE: 1" = 50' HORIZONTAL 0o N LO M > LO M 0 N co C4 � N i � N Tri ui Co ui co m o M r cn cn <r I LO Ion Lri tri I`nn Lo to L6 u ,o L Ln In to to ,ri u') to a 0 <r M » , 1= 5 VERTICAL 111 "I' rn ,")) M M ,) M M ,,) M M M M M M M Cp) M M w W W 0 M M U M M j > w0 w w W W JIr% w W w w WO W > 0- > > W W W W� W W WII W J J w W J W Lr.l Lo c M J W J J W W J W J4 J W to W W O W W M W O 0 360 O W J JO JM J I uj 0 oM o d 0 o r pj o 0 0 0 oM o" ( W W _ o r_ -;;q 360 o O o Oj CA co 0i 00 M CD J In W a0 O rr; N �iN rri M' tj W cn + O O+ O+ + + •- + •-- �� + •- + N W + C3 + W 50 J 0 J + Z N + 358 w + + o o 0 j .- N 358 a C?Q >� ooa jFaFaF :F '-o N d :Fa aF F m C5>: ~ U _ � - Q Q + O �' Q j U 1¢•a F W F CD N W (n Q N Q V) V) •a ¢j N Q Q N N C� a uj 1- �¢>� �, �, Y Li 06 (n m �, �, Fm of U) w o cn Y 3560 I >CFzF uj cn V) W V) - CAI [F��I 3560 = 0.25%2 - 356 354 - 356 C -0S= 1�% r = 0.25% I - -S = 25% _ _ 354 50 VERT. C RVE - - 50' VERT CURVE =-1.25% 354 - AP ROXIMA EXISTI ROPOSED 352 354 GR DE ®C NTERLIN VERT. C RVE T E 50' VERT CURVE S -0.57% 352 358 356 354 i 352 350 15 16 ALLEY "G' SHEET 18 "010i E J O J o LZ 0 -j N U L6 �7 CURVE TABLE 10 DELTA 1 20.00' 31.22' 19.80' 11 2 20.00' 31.62' 20.20' 90'34'30" 3 20.00' 31.42' 20.00' 90'00'00" 12 J c+l 13 1' LANDSCAPE Q I �t J EASEMENT V) `- +00 _ _ N N N M II p IF M N N N •�- I N N I J 0o N LO M > LO M C> Tri M N III tri u') ui LO LO M o M r cn cn 111 I , roI :2 I rrMj raj I 6 1 0' I I M t+�j M M N m 111 "I' M M WO WIN' W > w W N N W W w W W 0 M M U M M M j j ui U-) O W La! W W J W LO LO J W W W W W� j >: j j �tlW J OM O O C M M O 0 O O O OM J JO JM J I Lu W pj o p O o W o O o Oj w W w w 360 _ o �� r W r- M _� - -k -! - 360 + + + + + w + + o o 0 M r I �> 00p0 cn N 358 :i% + O �' Q j Q 1¢•a F W F n- O_ F d •a ¢j - m ¢ N N J N N I� 358 �¢>� �, �, W m �, �, Fm Y W m N V) I >CFzF uj cn V) W V) - CAI [F��I 3560 356 C -0S= 1�% = 0.25% I - -S = 25% _ _ ''3 p" - - - - 354 - 354 50 VERT. C RVE 50' VERT CURVE S -0.57% 1 4 P OPOSED 1 1 1 El ON IN 352 352 10 11 12 13 358 356 354 i 352 350 15 16 ALLEY "G' SHEET 18 "010i E J O J o LZ 0 -j N U L6 �7 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 1 20.00' 31.22' 19.80' 89'25'30" 2 20.00' 31.62' 20.20' 90'34'30" 3 20.00' 31.42' 20.00' 90'00'00" 19LO11 �« 11 111 /f( IH III � Ln III III M III IIII II, W 18 �Til ' iii I W !4nd!II I 360 358 356 354 35 50 ALLEY SHEET 18 o: O -1 C) w ¢ a cn < C) O J C:5 L.: N J N U to W) M � II o j W O W 1 Q a V)) ¢ J Y rr 7 O I 0 00 J A U rjI O 1 CSI 23 0� 24 0� + cif CS o +I J c+l d I c" 1' LANDSCAPE Q I �t J EASEMENT V) `- +00 _ _ oI 15 + 12+00 ' _ 31 II p IF FI d• W U-) A E S 1" = 50HORI TAL 1" = 5' VERTICA J LZ IM _I cilM 25 ISI 11 o j � J w SII QILs. - d V) J O .__u CR LL: 00 ALLEY 'I" J J SEE LEFT C) o 140' 1031 0 L: 0co 1 I _j 111 III� tj Id U --- II III oui jj o li� III j II III ui 0 0 O J N w + 2 a I NQ cn II4IL ALLEY STA. 13+45.00, C.L. UNIT BOUNDARY STA. 13+25.00, C.L O O J O 1' LANDSCAP I '- cif CS EASEMENT d J OlpJ O CD IO I� OI UM + M 06 M 16 �+ oI 15 + C, > oIF II p IF FI d• W U-) 00 I N N I J 0o J Illr > C) C> W ^ N III cap Li>j W m�N9�i7 +w + w cn cn 111 I , A E S 1" = 50HORI TAL 1" = 5' VERTICA J LZ IM _I cilM 25 ISI 11 o j � J w SII QILs. - d V) J O .__u CR LL: 00 ALLEY 'I" J J SEE LEFT C) o 140' 1031 0 L: 0co 1 I _j 111 III� tj Id U --- II III oui jj o li� III j II III ui 0 0 O J N w + 2 a I NQ cn II4IL ALLEY STA. 13+45.00, C.L. UNIT BOUNDARY STA. 13+25.00, C.L 10 11 12 13 360 358 356 354 352 3 0 0 N CD elfZ w W z C9 bi w J v z ZD ZD0 z Q J O O J O ( I 0 N &I_! o� U- a; L': o I Z II,I . 5 oI 14 +'�Civ13'v O �� OR;_0 111 q(( O z M M M M III II ff ¢ II oo it op 11 0o III Illr > c jl J O Q J N III III Li>j W w +w + w + II 111 I (I roI :2 I � I 6 1 0' I I d ¢ F O< U) F V) ¢ F `n ALLEY III 111 "I' 0 Q 2 Oj WIN' SEE LEFT Q W 10 11 12 13 360 358 356 354 352 3 0 0 N CD elfZ w W z C9 bi w J v z ZD ZD0 z Q J LO NLO N m N LO 0 N LUL Md0' W Ln MIS O u') OR;_0 uliffli \ O z 11)) M to M M M to LO to � w o w 000 > W M M M M Li>j W W W �r Lrl W W J J %• N � Y W J N Q g m z W m M . J to O U 0 Q 2 Oj WIN' W W Q W M O O Yoe O M o O OTJ M O O 10 11 12 13 360 358 356 354 352 3 0 0 N CD elfZ w W z C9 bi w J v z ZD ZD0 z Q J �lY N O , _ > U m L. LUL Md0' W MIS O H 0')N uliffli \ O z I Im-mmmmmakNESIM W p o Z uj CID J I � w o Q W CJ 000 W 1- Q H w �r R W O In c0 m N � Y W J N Q g m z m o Y m . O U 0 Q 2 WIN' < 10 11 12 13 360 358 356 354 352 3 0 0 N CD elfZ w W z C9 bi w J v z ZD ZD0 z Q J LEGEND: LEGEND: (CONT. LEGEND: (CONT.)>� ABBREVIATIONS FURNISH &INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: _--------------------_ PROPOSED SAWCUT LIMIT LINE 1,` FL FLOWLINE POVC POINT ON VERTICAL CURVE"R1-1" - STOP "W31(CA)" -END Ts FURNISH &INSTALL TRAFFIC SIGNAL CONDUIT '' E. .6 r CL CENTERLINE BVC BEGIN VERTICAL CURVE *R6-1*- ONE WAY "W14-1" - DEAD END ELEV ELEVATION EVC END VERTICAL CURVE"R5-1' - DO NOT ENTER "W14-2" - NO OUTLET rR FURNISH & INSTALL IRRIGATION CONDUIT ` BCR BEGIN CURB RETURN PI POINT OF INTERSECTION "R26(CA)" - NO PARKING "Wl-7" - DOUBLE ARROW J=� ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE "R3 -5R" -RIGHT TURN ONLY "W1-6" -SINGLE ARROW IC FURNISH &INSTALL INTERCONNECT CONDUIT `�fh� �f�' E BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE "R4-7" - KEEP RIGHT "Wt -1" - CURVE ARROW T63 TR5 TR6 FURNISH & IN TALL SPLICE BOX FOR INTERCONNECT EC END CURVE TC TOP OF CURB "R81(CA)" - BIKE LANE "W3-3" - SIGNAL AHEAD PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT "R1-2" - YIELD "W11-2" - PEDESTRIAN TRAFFIC TR3=N0. 3 1/2 SIZE TRS=NO. 5 SIZE TR6=N0. 6 SIZE OF VERTICAL CURVE "W16 -7p" - DIAGONAL ARROW PLAQUE 1 CURVE NUMBER FOR CURVE DESCRIPTION FC FINISH CONCRETE �i FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. -- o STORM DRAIN -REFER TO SEWER &STORM DRAIN PIANS O1 TAPER NUMBER FOR TAPER DESCRIPTION UvArIs Fj I`'!� WIL EXISTING SURVEY MONUMENT 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. CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS 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 -0- FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. STD. ST -14. S� SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. AS APPLICABLE, TO BE PAINTED (REFERENCE DETAIL SHEET 14) I' FURNISH & INSTALL ALLEY LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. C SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. � CALTRANS TYPE I ARROW (REFERENCE DETAIL SHEET 14) AS APPLICABLE, TO BE PAINTED �■ TRACT BOUNDARY , CALTRANS TYPE VII ARROW , ul �+ UNIT BOUNDARY AS APPLICABLE, TO BE PAINTED } .33. k x . 6-" -1 " CAL -TRANS TYPE VI ARROW CONSTRUCTION NOTES:�°rF�vr�`���`�%` O CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. 12 CONSTRUCT PASSING AREA PER DETAIL ON SHEET 8. O2 CONSTRUCT 4' STANDARD SIDEWALK PER C.O.B. STD. ST -3. 13 CONSTRUCT ALLEY ROLL-TOP CURB PER DETAIL ON SHEET 16. tr O3 CONSTRUCT HANDICAP RAMP PER DETAIL ON SHEET 2. I 3 0 OCONSTRUCT ON-SITE CURB WITH 12" TOTAL CURB HEIGHT AND 14 CONSTRUCT ALLEY FLUSH CURB PER DETAIL ON SHEET 16. NOTES: 4 6" CURB FACE PER DETAIL ON SHEET 2. O PAINT 12" CROSSWALK LINES USING THERMOPLASTIC PAINT PER 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN 5 CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3. 15 IMPROVEMENTS AND DETAILS. CALTRANS STANDARD SPECIFICATION 8010-21C-19. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. O6 SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER. 16 PAINT 12" SOLID WHITE LINE USING THERMOPLASTIC PAINT PER OVER 0.40' CL. II AGG. BASE OVER 0.50' COMPACTED O.G. TO OCALTRANS STANDARD SPECIFICATION 8010-21C-19. 7 PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. STANDARD SPECIFICATION 8010-21C-19. PAINT 12" DOTTED WHITE LINE USING THERMOPLASTIC PAINT PER 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS ®CONSTRUCT TYPE "M' MEDIAN CURB WITH 14" TOTAL CURB 17 CALTRANS STANDARD SPECIFICATION 8010-21C-19. PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. HEIGHT AND 71/2" CURB FACE. 4. ADJUST EXISTING SEWER MANHOLES TO FINISHED GRADE. OCONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. 5. EXISTING POLES TO BE RELOCATED. 9 COMPACT SUBGRADE TO 90% OF MAX. TO 12" BEYOND GUTTER LIP TO A DEPTH OF 12". 6. ALL DRAIN INLETS TO BE CHRISTY U23 CATCH BASIN WITH CONSTRUCT 16'-20' WIDE ALLEY PER C.O.B. STD. ST-12.`�' _ ALHAMBRA FOUNDARY A2012 BICYCLE PROOF 24"x24" GRATE. PAVEMENT TO BE 0.15' TYPE "B COLORED A.C. as `SMF SECTION DESIGNATION: 10 8 B ' e y✓'' (COLOR TO BE DETERMINED) OVER 0.15r » TYPE B» A.C. (BLACK) - ��. � � �', SECTION LETTER 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. .tl IL CONSTRUCT 4' WIDE VALLEY GUTTER PER C.O.B. STD. ST -17. ky= SHEET WHERE SECTION IS SHOWN' PAVEMENT TO BE 0.50 PORTLAND CONCRETE CEMENT OVER 11 0.40' CL. II AGG. BASE OVER 0.50' COMPACTED O.G. TO;; ERECO""ITO DPAIvIvIlls",vu 90% OF MAX.r , r m W a 0 H Q (z �lY N O , _ > U m L. LUL Md0' W a O H 0')N 00 \ O z 00 W p o Z uj CID J I � w o Q W CJ 000 W 1- Q H w �r R W O In c0 m N � Y W J N Q g m z m o Y m . O U LEGEND: LEGEND: (CONT. LEGEND: (CONT.)>� ABBREVIATIONS FURNISH &INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: _--------------------_ PROPOSED SAWCUT LIMIT LINE 1,` FL FLOWLINE POVC POINT ON VERTICAL CURVE"R1-1" - STOP "W31(CA)" -END Ts FURNISH &INSTALL TRAFFIC SIGNAL CONDUIT '' E. .6 r CL CENTERLINE BVC BEGIN VERTICAL CURVE *R6-1*- ONE WAY "W14-1" - DEAD END ELEV ELEVATION EVC END VERTICAL CURVE"R5-1' - DO NOT ENTER "W14-2" - NO OUTLET rR FURNISH & INSTALL IRRIGATION CONDUIT ` BCR BEGIN CURB RETURN PI POINT OF INTERSECTION "R26(CA)" - NO PARKING "Wl-7" - DOUBLE ARROW J=� ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE "R3 -5R" -RIGHT TURN ONLY "W1-6" -SINGLE ARROW IC FURNISH &INSTALL INTERCONNECT CONDUIT `�fh� �f�' E BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE "R4-7" - KEEP RIGHT "Wt -1" - CURVE ARROW T63 TR5 TR6 FURNISH & IN TALL SPLICE BOX FOR INTERCONNECT EC END CURVE TC TOP OF CURB "R81(CA)" - BIKE LANE "W3-3" - SIGNAL AHEAD PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT "R1-2" - YIELD "W11-2" - PEDESTRIAN TRAFFIC TR3=N0. 3 1/2 SIZE TRS=NO. 5 SIZE TR6=N0. 6 SIZE OF VERTICAL CURVE "W16 -7p" - DIAGONAL ARROW PLAQUE 1 CURVE NUMBER FOR CURVE DESCRIPTION FC FINISH CONCRETE �i FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. -- o STORM DRAIN -REFER TO SEWER &STORM DRAIN PIANS O1 TAPER NUMBER FOR TAPER DESCRIPTION UvArIs Fj I`'!� WIL EXISTING SURVEY MONUMENT 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. CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS 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 -0- FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. STD. ST -14. S� SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. AS APPLICABLE, TO BE PAINTED (REFERENCE DETAIL SHEET 14) I' FURNISH & INSTALL ALLEY LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. C SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. � CALTRANS TYPE I ARROW (REFERENCE DETAIL SHEET 14) AS APPLICABLE, TO BE PAINTED �■ TRACT BOUNDARY , CALTRANS TYPE VII ARROW , ul �+ UNIT BOUNDARY AS APPLICABLE, TO BE PAINTED } .33. k x . 6-" -1 " CAL -TRANS TYPE VI ARROW CONSTRUCTION NOTES:�°rF�vr�`���`�%` O CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. 12 CONSTRUCT PASSING AREA PER DETAIL ON SHEET 8. O2 CONSTRUCT 4' STANDARD SIDEWALK PER C.O.B. STD. ST -3. 13 CONSTRUCT ALLEY ROLL-TOP CURB PER DETAIL ON SHEET 16. tr O3 CONSTRUCT HANDICAP RAMP PER DETAIL ON SHEET 2. I 3 0 OCONSTRUCT ON-SITE CURB WITH 12" TOTAL CURB HEIGHT AND 14 CONSTRUCT ALLEY FLUSH CURB PER DETAIL ON SHEET 16. NOTES: 4 6" CURB FACE PER DETAIL ON SHEET 2. O PAINT 12" CROSSWALK LINES USING THERMOPLASTIC PAINT PER 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN 5 CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3. 15 IMPROVEMENTS AND DETAILS. CALTRANS STANDARD SPECIFICATION 8010-21C-19. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. O6 SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER. 16 PAINT 12" SOLID WHITE LINE USING THERMOPLASTIC PAINT PER OVER 0.40' CL. II AGG. BASE OVER 0.50' COMPACTED O.G. TO OCALTRANS STANDARD SPECIFICATION 8010-21C-19. 7 PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. STANDARD SPECIFICATION 8010-21C-19. PAINT 12" DOTTED WHITE LINE USING THERMOPLASTIC PAINT PER 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS ®CONSTRUCT TYPE "M' MEDIAN CURB WITH 14" TOTAL CURB 17 CALTRANS STANDARD SPECIFICATION 8010-21C-19. PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. HEIGHT AND 71/2" CURB FACE. 4. ADJUST EXISTING SEWER MANHOLES TO FINISHED GRADE. OCONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. 5. EXISTING POLES TO BE RELOCATED. 9 COMPACT SUBGRADE TO 90% OF MAX. TO 12" BEYOND GUTTER LIP TO A DEPTH OF 12". 6. ALL DRAIN INLETS TO BE CHRISTY U23 CATCH BASIN WITH CONSTRUCT 16'-20' WIDE ALLEY PER C.O.B. STD. ST-12.`�' _ ALHAMBRA FOUNDARY A2012 BICYCLE PROOF 24"x24" GRATE. PAVEMENT TO BE 0.15' TYPE "B COLORED A.C. as `SMF SECTION DESIGNATION: 10 8 B ' e y✓'' (COLOR TO BE DETERMINED) OVER 0.15r » TYPE B» A.C. (BLACK) - ��. � � �', SECTION LETTER 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. .tl IL CONSTRUCT 4' WIDE VALLEY GUTTER PER C.O.B. STD. ST -17. ky= SHEET WHERE SECTION IS SHOWN' PAVEMENT TO BE 0.50 PORTLAND CONCRETE CEMENT OVER 11 0.40' CL. II AGG. BASE OVER 0.50' COMPACTED O.G. TO;; ERECO""ITO DPAIvIvIlls",vu 90% OF MAX.r , r m W a 0 H Q (z �lY N NM i w M I , _ > U m L. LUL R LEGEND: LEGEND: (CONT. LEGEND: (CONT.)>� ABBREVIATIONS FURNISH &INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: _--------------------_ PROPOSED SAWCUT LIMIT LINE 1,` FL FLOWLINE POVC POINT ON VERTICAL CURVE"R1-1" - STOP "W31(CA)" -END Ts FURNISH &INSTALL TRAFFIC SIGNAL CONDUIT '' E. .6 r CL CENTERLINE BVC BEGIN VERTICAL CURVE *R6-1*- ONE WAY "W14-1" - DEAD END ELEV ELEVATION EVC END VERTICAL CURVE"R5-1' - DO NOT ENTER "W14-2" - NO OUTLET rR FURNISH & INSTALL IRRIGATION CONDUIT ` BCR BEGIN CURB RETURN PI POINT OF INTERSECTION "R26(CA)" - NO PARKING "Wl-7" - DOUBLE ARROW J=� ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE "R3 -5R" -RIGHT TURN ONLY "W1-6" -SINGLE ARROW IC FURNISH &INSTALL INTERCONNECT CONDUIT `�fh� �f�' E BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE "R4-7" - KEEP RIGHT "Wt -1" - CURVE ARROW T63 TR5 TR6 FURNISH & IN TALL SPLICE BOX FOR INTERCONNECT EC END CURVE TC TOP OF CURB "R81(CA)" - BIKE LANE "W3-3" - SIGNAL AHEAD PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT "R1-2" - YIELD "W11-2" - PEDESTRIAN TRAFFIC TR3=N0. 3 1/2 SIZE TRS=NO. 5 SIZE TR6=N0. 6 SIZE OF VERTICAL CURVE "W16 -7p" - DIAGONAL ARROW PLAQUE 1 CURVE NUMBER FOR CURVE DESCRIPTION FC FINISH CONCRETE �i FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. -- o STORM DRAIN -REFER TO SEWER &STORM DRAIN PIANS O1 TAPER NUMBER FOR TAPER DESCRIPTION UvArIs Fj I`'!� WIL EXISTING SURVEY MONUMENT 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. CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS 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 -0- FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. STD. ST -14. S� SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. AS APPLICABLE, TO BE PAINTED (REFERENCE DETAIL SHEET 14) I' FURNISH & INSTALL ALLEY LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. C SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. � CALTRANS TYPE I ARROW (REFERENCE DETAIL SHEET 14) AS APPLICABLE, TO BE PAINTED �■ TRACT BOUNDARY , CALTRANS TYPE VII ARROW , ul �+ UNIT BOUNDARY AS APPLICABLE, TO BE PAINTED } .33. k x . 6-" -1 " CAL -TRANS TYPE VI ARROW CONSTRUCTION NOTES:�°rF�vr�`���`�%` O CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. 12 CONSTRUCT PASSING AREA PER DETAIL ON SHEET 8. O2 CONSTRUCT 4' STANDARD SIDEWALK PER C.O.B. STD. ST -3. 13 CONSTRUCT ALLEY ROLL-TOP CURB PER DETAIL ON SHEET 16. tr O3 CONSTRUCT HANDICAP RAMP PER DETAIL ON SHEET 2. I 3 0 OCONSTRUCT ON-SITE CURB WITH 12" TOTAL CURB HEIGHT AND 14 CONSTRUCT ALLEY FLUSH CURB PER DETAIL ON SHEET 16. NOTES: 4 6" CURB FACE PER DETAIL ON SHEET 2. O PAINT 12" CROSSWALK LINES USING THERMOPLASTIC PAINT PER 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN 5 CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3. 15 IMPROVEMENTS AND DETAILS. CALTRANS STANDARD SPECIFICATION 8010-21C-19. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. O6 SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER. 16 PAINT 12" SOLID WHITE LINE USING THERMOPLASTIC PAINT PER OVER 0.40' CL. II AGG. BASE OVER 0.50' COMPACTED O.G. TO OCALTRANS STANDARD SPECIFICATION 8010-21C-19. 7 PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. STANDARD SPECIFICATION 8010-21C-19. PAINT 12" DOTTED WHITE LINE USING THERMOPLASTIC PAINT PER 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS ®CONSTRUCT TYPE "M' MEDIAN CURB WITH 14" TOTAL CURB 17 CALTRANS STANDARD SPECIFICATION 8010-21C-19. PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. HEIGHT AND 71/2" CURB FACE. 4. ADJUST EXISTING SEWER MANHOLES TO FINISHED GRADE. OCONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. 5. EXISTING POLES TO BE RELOCATED. 9 COMPACT SUBGRADE TO 90% OF MAX. TO 12" BEYOND GUTTER LIP TO A DEPTH OF 12". 6. ALL DRAIN INLETS TO BE CHRISTY U23 CATCH BASIN WITH CONSTRUCT 16'-20' WIDE ALLEY PER C.O.B. STD. ST-12.`�' _ ALHAMBRA FOUNDARY A2012 BICYCLE PROOF 24"x24" GRATE. PAVEMENT TO BE 0.15' TYPE "B COLORED A.C. as `SMF SECTION DESIGNATION: 10 8 B ' e y✓'' (COLOR TO BE DETERMINED) OVER 0.15r » TYPE B» A.C. (BLACK) - ��. � � �', SECTION LETTER 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. .tl IL CONSTRUCT 4' WIDE VALLEY GUTTER PER C.O.B. STD. ST -17. ky= SHEET WHERE SECTION IS SHOWN' PAVEMENT TO BE 0.50 PORTLAND CONCRETE CEMENT OVER 11 0.40' CL. II AGG. BASE OVER 0.50' COMPACTED O.G. TO;; ERECO""ITO DPAIvIvIlls",vu 90% OF MAX.r , r m W a 0 H Q (z J a LUL R W a J J W Q W uj CID R � O W 1- Q H w �r R c m z W J N Q g N ac E- aj 0 Q 2 < i au ALLEY 'M" SEE BELOW 23 �aD',al� m I wiI III I III III Ilf jj to III III j Jll I 111 22 I III Q-1 IIC ALLEY 'M" ii STA. 10+00.00, C.L. II --- _- NO - 39 II (( n u I II II IL 11� to Ilbo III IIP I III f II III 11• tt > w 20 1 m m ALLEY 'Y' ¢ SEE BELOW 358 356 354 352 J Ck O -i o LL: Ir OJ C) Li 0 (3--d- to C; u rn o > Nw O W I d o. v~i d J O -i o LL: J U a Lo 24'I >> W O W ¢ a N Q "E _ F- CD CD OJ C) L,: ¢ 31 o j o w d O W ¢ n: v~i ¢ ALLEY "L" SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. 12 CONSTRUCT PASSING AREA PER DETAIL ON SHEET 8. N N M Qo o � ppm UUV� 4 tri A� wKv tri N Lo u Lo M r) M J 19 SHEET 19 r7 C) 15 "R26(CA)' - NO PARKING "W1-7" -DOUBLE ARROW I EMS r'7 W Ic"J W J ``o``p O O IID',OI00 PAINT 12" 20 W W FURNISH & IN TAU SPLICE BOX FOR INTERCONNECT CALTRANS "R1-2" - YIELD "W11-2" - PEDESTRIAN TRAFFIC CD � tC-4 C14 -j ► III I III - - - CURVE NUMBER FOR CURVE DESCRIPTION oicwi I-' U o VIS U 0 0 m U t U III II III I III ® o �Iui O 25 155 26 LIw If o 11 O 11 woo o I III + GUTTER LIP TO A DEPTH OF 12". Z .2 SO SEWER MANHOLE -REFER SEWER &STORM DRAIN PLANS. CONSTRUCT 16'-20' WIDE ALLEY PER C.O.B. STD. ST -12. AS APPLICABLE, TO BE PAINTED oto `o27w -,4wo CALTRANS TYPE I ARROW I)inI 11`1 d AS APPLICABLE, TO BE PAINTED + + X10 + I� CALTRANS TYPE VII ARROW + W NI + N W + W N + hbo I� IIT t CAL -TRANS TYPE VI ARROW I I , ^ I� ii 19 ¢ NN �¢N d ¢ . U) a V) tP ' I II ' II CE ALLEY "K" - - -.._,r -- - =� - _ 11 STA. 12+80.00, C.L. - - - 37 - } -+- - 280.00' -- II UNIT BOUNDARY - - -_.-- - - - --- - - - - J -. _ 5 I II I STA. 12+60.00, C.L. � Ci g I O J 6 I O Ci O I J I= 0 _j O .i S l I I II R 18 t o I o O IL, L,: o u: o I II� �n � � 30 + 29 Oa'� Nu') NJN-i to III III C. c> (� n QI II_ oo koCi�Ci K) I r) c, it C) III III III I IIII SIN IN cn w I") d coo 111-- 'O WN I WNWN 1 1 III'I D't I 17 I I III III N �dV� _;I! V) a�naEnA�.K. SHEET 19 ALLEY "L" SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 358 356 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. 12 CONSTRUCT PASSING AREA PER DETAIL ON SHEET 8. N N M Qo o F, tri tri tri tri N Lo tL Lo M r) M M 4 M Lo r7 M 15 "R26(CA)' - NO PARKING "W1-7" -DOUBLE ARROW CROSSWALK LINES USING THERMOPLASTIC PAINT PER EMS r'7 W W W FURNISH & INSTALL INTERCONNECT CONDUIT ¢ W W PAINT 12" SOLID WHITE LINE USING THERMOPLASTIC PAINT PER W W FURNISH & IN TAU SPLICE BOX FOR INTERCONNECT CALTRANS "R1-2" - YIELD "W11-2" - PEDESTRIAN TRAFFIC OPAINT 3 1/S2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE "W16 -7p" - DIAGONAL ARROW PLAQUE O1 CURVE NUMBER FOR CURVE DESCRIPTION STANDARD SPECIFICATION 8010-21C-19. `'' cs o 0 0 0 0 0 m �1 TAPER NUMBER FOR TAPER DESCRIPTION QD ® M O co O^ N � Lo 4 N N N N O + + + GUTTER LIP TO A DEPTH OF 12". Z .2 SO SEWER MANHOLE -REFER SEWER &STORM DRAIN PLANS. CONSTRUCT 16'-20' WIDE ALLEY PER C.O.B. STD. ST -12. AS APPLICABLE, TO BE PAINTED © SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. 10 CALTRANS TYPE I ARROW d AS APPLICABLE, TO BE PAINTED w - - TRACT BOUNDARY CALTRANS TYPE VII ARROW 358 356 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. 12 CONSTRUCT PASSING AREA PER DETAIL ON SHEET 8. LEGEND: CONT. , CONSTRUCT 4' STANDARD SIDEWALK PER C.O.B. STD. ST -3. LEGEND: (CONT. ElSompli'm R1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: ---------------------- PROPOSED SAWCUT LIMIT UNE SHEET 16. "Rt -1" -STOP "W31(CA)" -END Ts FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT "R6-1" - ONE WAY "W14-1" - DEAD END ON-SITE CURB WITH 12" TOTAL CURB HEIGHT AND 14 'R5-1" - DO NOT ENTER "W14-2" - NO OUTLET IR FURNISH & INSTALL IRRIGATION CONDUIT 15 "R26(CA)' - NO PARKING "W1-7" -DOUBLE ARROW CROSSWALK LINES USING THERMOPLASTIC PAINT PER EMS CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3. "R3 -5R" - RIGHT TURN ONLY "Wt -6" - SINGLE ARROW Ic FURNISH & INSTALL INTERCONNECT CONDUIT 6O "R4-7' -KEEP RIGHT 'W1-1" -CURVE ARROW T63 TR5 PAINT 12" I I 3' I 23' 1 m � m I I z I I 4�i i i 1 CE INTERSECTION STA. 10+00.00, C.L. 1 � CE 12' WIDE CROSS GUTTER I STA. 10+21.00, C.L. 5'�' I I 354 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. -0--FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. (REFERENCE DETAIL SHEET 14) FURNISH & INSTALL ALLEY UGHT-5800 LUMEN PER C.O.B. STD. ST -14. (REFERENCE DETAIL SHEET 14) CONSTRUCTION NOTE O1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. 12 CONSTRUCT PASSING AREA PER DETAIL ON SHEET 8. LEGEND: CONT. , CONSTRUCT 4' STANDARD SIDEWALK PER C.O.B. STD. ST -3. LEGEND: (CONT. CONSTRUCT ALLEY ROLL-TOP CURB PER R1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: ---------------------- PROPOSED SAWCUT LIMIT UNE SHEET 16. "Rt -1" -STOP "W31(CA)" -END Ts FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT "R6-1" - ONE WAY "W14-1" - DEAD END ON-SITE CURB WITH 12" TOTAL CURB HEIGHT AND 14 'R5-1" - DO NOT ENTER "W14-2" - NO OUTLET IR FURNISH & INSTALL IRRIGATION CONDUIT 15 "R26(CA)' - NO PARKING "W1-7" -DOUBLE ARROW CROSSWALK LINES USING THERMOPLASTIC PAINT PER O5 CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3. "R3 -5R" - RIGHT TURN ONLY "Wt -6" - SINGLE ARROW Ic FURNISH & INSTALL INTERCONNECT CONDUIT 6O "R4-7' -KEEP RIGHT 'W1-1" -CURVE ARROW T63 TR5 PAINT 12" SOLID WHITE LINE USING THERMOPLASTIC PAINT PER "R81(CA)" -BIKE LANE "W3-3" -SIGNAL AHEADTR3=N0. M6- FURNISH & IN TAU SPLICE BOX FOR INTERCONNECT CALTRANS "R1-2" - YIELD "W11-2" - PEDESTRIAN TRAFFIC OPAINT 3 1/S2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE "W16 -7p" - DIAGONAL ARROW PLAQUE O1 CURVE NUMBER FOR CURVE DESCRIPTION STANDARD SPECIFICATION 8010-21C-19. 17 -- o STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS �1 TAPER NUMBER FOR TAPER DESCRIPTION QD STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS ® ITEM OF WORK - SEE SCHEDULE CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. ®CONSTRUCT CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) s SEWER - REFER TO SEWER & STORM DRAIN PLANS GUTTER LIP TO A DEPTH OF 12". `� CALTRANS TYPE IV ARROW, LEFT OR RIGHT SO SEWER MANHOLE -REFER SEWER &STORM DRAIN PLANS. CONSTRUCT 16'-20' WIDE ALLEY PER C.O.B. STD. ST -12. AS APPLICABLE, TO BE PAINTED © SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. 10 CALTRANS TYPE I ARROW AS APPLICABLE, TO BE PAINTED w - - TRACT BOUNDARY CALTRANS TYPE VII ARROW OVER 0.40' CL. II AGG. BASE OVER 0.50' COMPACTED O.G. TO t. UNIT BOUNDARY AS APPLICABLE, TO BE PAINTED BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. CAL -TRANS TYPE VI ARROW O1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. 12 CONSTRUCT PASSING AREA PER DETAIL ON SHEET 8. O2 CONSTRUCT 4' STANDARD SIDEWALK PER C.O.B. STD. ST -3. 13 CONSTRUCT ALLEY ROLL-TOP CURB PER DETAIL ON SHEET 16. CONSTRUCT HANDICAP RAMP PER DETAIL ON SHEET 2. ON-SITE CURB WITH 12" TOTAL CURB HEIGHT AND 14 CONSTRUCT ALLEY FLUSH CURB PER DETAIL ON SHEET 16. ®CONSTRUCT 6" CURB FACE PER DETAIL ON SHEET 2. 15 PAINT 12" CROSSWALK LINES USING THERMOPLASTIC PAINT PER O5 CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3. CALTRANS STANDARD SPECIFICATION 8010-21C-19. 6O SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER. 16 PAINT 12" SOLID WHITE LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. OPAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS PAINT 12" DOTTED WHITE LINE USING THERMOPLASTIC PAINT PER STANDARD SPECIFICATION 8010-21C-19. 17 CALTRANS STANDARD SPECIFICATION 8010-21C-19. TYPE "M' MEDIAN CURB WITH 14" TOTAL CURB ®CONSTRUCT HEIGHT AND 71/2" CURB FACE. O9 CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. COMPACT SUBGRADE TO 90% OF MAX. TO 12" BEYOND GUTTER LIP TO A DEPTH OF 12". CONSTRUCT 16'-20' WIDE ALLEY PER C.O.B. STD. ST -12. 10 PAVEMENT TO BE 0.15' TYPE "B" COLORED A.C. (COLOR TO BE DETERMINED) OVER 0.15' TYPE "B" A.C. (BLACK) 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. z z z z CONSTRUCT 4 WIDE VALLEY GUTTER PER C.O.B. STD. ST -17. 352 11 PAVEMENT TO BE 0.50' PORTLAND CONCRETE CEMENT OVER 10 11 12 13 0.40' CL. II AGG. BASE OVER 0.50' COMPACTED O.G. TO 90% OF MAX. CE INTERSECTION STA. 13+12.00, C.L. OAKLEY ST. ALLEY 'L' H.,' N u u 4 JULESBURG ST. ALLEY '0' ° 1 MARSALA ST. SHEET 9 SEE ABOVE SHEET 8 _j o SHEET 21 ,_ ,_ SHEET 8 H i i J J F- ♦- F-•- I H O J J i i J I-=CL:H I II -1 J I- J -t d II -1 F- i i li O J p J C) J p �' 1 W O O W O O 1- Co ( I I ti 0 LL 00 -j O J O .1 I J O -i O -i O C) I'- O 6' 6' I o L. C> L.: L.:CD I III�C:) N� 1 ( II <r� ���o�o I III�o�o�q o rnq (13� 7�I -7 o 0 00 L0 .- o i 1� .- '� .- N o 1 II o a v o I} M •- N •- p ^ �n 10 1 I I M J O O N III I I(I N M N d I t0 o O I 1 I11 O O ¢� 4 I l ii III r�U C] eF �J<r-'-tom I I UNti * �qU ro l II r`n)c) jj oo�c��U I i ,'nU�U�Ci r¢ 3 nc5 1 I I� _ 6' 26'II II �UMU� �I ( I M O� II 1 I I II I ( 1 C0 1 I =_ 113' 17,11 jo If o If o II c I I If or7o 11 o z o j� o >Ni"�t�')o IIM'o�or� oc� II I ----- G. o O o 11 0 o 04 LO o I >p NII o1I O I 11111 II O II O 11 o z jo W'^ w�wc0owcfl I I wcojco> I-pl� mai I I moi w+japjap I 1 j�j�jp o"n j� 1 I S884518E I- 1 I II J J JM J I T-Il�wa� o w�^ wr, wd �wNW 4 J t w w w� I cno; w -I rw J I - -! J I _j m J O J W d: m O I p W W 1 II Wo :24w Fw { w+�w IIw+W±WN31 zMN I N I II 1 M 2 1 �w�w4+ �W�w�w 11 z�+ 1 1 I i _----- - �_ II 1- 1= 1 = 1 0 11 I I z> � II Q 1 I z 1 1 1 1 Zri U, 1 I ci tq- 1' LANDSCAPE a I¢- Iq a tq- f °- I¢- a � � � U I ci I¢- ° Ia- O (a tq- I¢ ¢ w ¢ ti t¢- v L,.j N ¢ v)¢ N¢ d V) a- vI d V) o w cn 06 I Lei N 1' LANDSCAPE ¢ N d In d N¢ N d N -� m cn 6 I I INTERSECTION 1 I I g EASEMENT of (� © I s EASEMENT I f'L ow N co II 1 g z © 9 STA. 16+24.00, C.L. I I 13+00 1 - 0 15+00 II 2 9 156.00' X11 ±L00 _ _ t 2+100 156.00 _ 4 -, _ 156.00 + _ _ + _ 156.00 4 S88'4518 E 312.00 I 88'45'18" 14+00 12.00' 16+00 I ^- - J R J -� - - J - 0 1 6 J - u J U -1 O � f-� K d~ F- W ( L- O IO -j =OJ C> UIO Li p C) _j p oIUZ o0 H Co W Z O I i O O Lc o l,: O M J p O N W O a I 'I Q O i -.4-1 3I i O I O> p o - 00Ico r) J w N co N I U W ¢L,,I ^ C) OD 1`� N� 4 ao 1 d• I Lu I r7 ,J + O O J 6+ Lo U M N J+ Q N f7 1--• J .tt -1 1 �' la O I I " J V) i to O J -j a Lo M N sh J¢ ^ q U I '- t0 I to t o M 23 22� +� II W M �I 1 I X11 II r raj UM U W O Oo II I OI �11 M Z I I j 0 ¢ II O ii O -7 -¢ j , tj 11 co¢ Z N ,� j 0 1 Z (1 O II w o Iv) > �> O Q IN � to II o > NI 20 r -o ^ J O 11 w o 1 I if W N I J�J cO 1-I W +L>il O)JO I Jin W� 6' 26' W f i1 I + L`' +W + t�v' I W ±L`'N Z')N I N r17' 17'II 1 + 1 ( II 1 C3c- ( ( ro 1 OAKLEY ST. �' �' a V) a V) ¢ V) Q V) 1=w v) m u) �1LESBURG ST w cn R J -j J J ci U af w r- U aF- OIJ O i O O' -I IO -j O J O -j Olo ULu Z Ki l l' and l` o o h U l Go '' o '' 0I,.i p m 0 4 O Z d• O cD M N O r7 Z Lu N + n -j � -j O -f.a O + N _5 O J O ...j + ¢ �1- .�- U U m 0 QD aD U U U -i W ¢ F¢- Lo ro OO 1 O~ q W I¢- M O M O M Oo fq- .- Z U NI j M j c6 = NJ (N j m > ap j Icn rn J N J N -cc i J t0 J O J M I W 4: IWW~I W17W 'WPI 16 zM Z II �0.�18 m� ���� aW ¢ V) ¢ N I, V) ¢ N ¢ N 0 W O F- O - - 0 0 0 (��p� n O ® V � t4n � 1 o 28 w { I) L- J 1 it + W t+n aif N m N MARSALA ST. SHEET 9 2 1 SHEET 8 ��� SHEET 8 UNIT ALLEY "M" SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL po a O o No po rn m tb m r7 N N sf d^•• dm•' LLo m ui Lo O o O st st sf O O O) M V) r )j r7 M M W) tib O d' Lo u') Lo toLo r7 d• j M M M M M m to M r7 r7 M M O) M w w X LU tM tM W uj W J ¢ > j M > > W W W w > > ,cli � > W W O W M U -) W W w J J w W J ,� J J J r7 W W M W Z W W j w W W M M W W W W W W O O = O j j O p 00 O O Z o 0 W C. c> - j O O m tD w W m aO N) O O 360 358 356 354 352 30 360 358 356 354 352 350 O O t� ij J t0 C) ll•) O F.. w O N N F- + .} + W m O o + + + I I + N Z+ + �, + 4 4 0 I r Z trLo + _ a Z- - I- Q ¢N aU)a O : ¢ m ¢ n: H ¢ a: Fq- �- H cn --i CAI ¢ q ¢ m t++j Q ¢ v) O N m N C3 u) i � v) , L-3 to W V) ' m N - - _ -0.2 % . 1.08% S = 0.53% t� =2.20% O S= 1.40% - Ir 1 S=-2.47% 1 S 3. - -- -- - _21 -- - -- -- S=2.4 % A PROXIMA EXISTI G P POSED RTH Flo NE I I zIJ -it GRAUL ERITSIS17m 360 358 356 354 352 11 12 13 14 15 16350 O m0 O M N N N p p cn «) i j tti) M M M d to c0 Lo U1�M r'm') M M t r7 M M > � j j r7 r7 Lo M c0 M r7 t7 w w w -t ui J J w > > I+y > > > WN W w W ¢ j j j W W Lj W M w w w s^- J J J �Y M W W W W W O W J W J J W - J J O J W U') O J J O W O J W W > W W O O O - > M O O - W W W O W ' W O O ---.._- -l.rn_ _._._.. - _._. __.. __ ___.__ _.. �__. �.._.. 0,,.;._ _.--.�J M. �._... r7 ---.___ ------_- �.. Lo--- C:I- ME m rom .0-. ■ice■■ moi■■■��a �� ���■��r���11mil MEN MENEENE BEEN SEEMEN 5 10 11 12 13 14 15 360 358 356 354 1 352 350 16 UNIF 1 JULESBURG ST. 17 SHEET 8 � I- S88'4518 E • w' 18�D ?AIN �; !I. -- I Q N - � 6 II � ! N I 11 � �� II I � 28 � ; zi � 1 0 INTERSECTION I� CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 1 1358.00' 131.63' 65.87' 05'33'14' 2 1350.00' 98.84' 49.44' 04'11'41" 3 1366.00' 111.60' 55.83' 04'40'51" 4 20.00' 34.67' 1 23.55' 1 9919'13' 5 20.00' 23.12' 13.04' 66'13'20" 6 20.00' 31.42' 20.00' 90'00'00" STA. 10+00.00, C.L. 2 /� LV I LV 11 �VJ1 I13t---17�r1 R 1 II 1 11 ri I WI I v'I 30a I � of AESBURG ST. SHEET 8 358 356 354 352 350 358 356 354 352 350 NOTES: 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN IMPROVEMENTS AND DETAILS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. 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. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 4. ADJUST EXISTING SEWER MANHOLES TO FINISHED GRADE. 5. EXISTING POLES TO BE RELOCATED. 6. ALL DRAIN INLETS TO BE CHRISTY U23 CATCH BASIN WITH ALHAMBRA FOUNDARY A2012 BICYCLE PROOF 24"x24" GRATE. SECTION DESIGNATION: SECTION LETTER L-- -- A 2 SHEET WHERE SECTION IS SHOWN A.P. - ELEV.=354.43 F.L. J O 0 nr "SHEET 21 a f!' ��) �� YY 12 ALLEY N R. „ SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL M 00 M M d m d M NO M f7 r7 M M M M j > Lj w w 00 4 w L>.I w L>iI J W w W wM W W W W W O 00 p O.>: O N 10; CO M m W 00 pMj O Il' MARSALA ST. SHEET 8 Lo Ito u' U') Mr`J W 4J M w w Lo _- _- r) O oo 00j W N N W NIMINEW. 14110bakmR, 0411APON logo MENEENE",�EENEENE iN STA. 13+25.55, C.L. 358 356 354 352 350 rn M co Lo M � O I) N co Q � �o z o 't o 0 Z w I o 0 Q j. U 0 or. J W (o m W � m W m o Q � W NCO v) U M M = Q 0, r m w Q • a W ti1� 61.1 I •, w >. G�SSoo>W J W uj r-1 1w- od uj F. � R 0 cc a R w J co) O r -off • /,f �u 3 n n'L7 11 12 13 m ui J cn z g Z - J 44 0 o f., ' . GCS 1.. Q V) co M m to to 1* -4- ._. 'd ci N po j LLJ W to to W Pa w W > > ;'�� ,� �`y . W W W t!) t� W W W J J M Oa O M O U O j LJ O M N Z tD to w d f' ryry '•, �` O ._ t0 ,mom J J ^ O O I.."' 4 ui __j r f f f :' J' .. W W + + +• w + � 6 + + + 1 ► Z 0 + + i` a 8 J d H . H d H I Q �- F Q .Q Q CU � U Q V) Q fn a cn ¢ cn d N Q N W F•-• I- w U 4i V) , m N U) -- ----4�._ - -- - -- -S= 0.28% q=1.09, I. - S=1.34 = APPRO (MATE EXISTING PROPOSED SOUTH FLO NE S=-1.20% GRADE ® CENTERLINE 358 35566 W W 354 Qui W 352 � � fn cm E C D c� 10 11 12 13 350 LL0 R J -j J J ci U af w r- U aF- OIJ O i O O' -I IO -j O J O -j Olo ULu Z Ki l l' and l` o o h U l Go '' o '' 0I,.i p m 0 4 O Z d• O cD M N O r7 Z Lu N + n -j � -j O -f.a O + N _5 O J O ...j + ¢ �1- .�- U U m 0 QD aD U U U -i W ¢ F¢- Lo ro OO 1 O~ q W I¢- M O M O M Oo fq- .- Z U NI j M j c6 = NJ (N j m > ap j Icn rn J N J N -cc i J t0 J O J M I W 4: IWW~I W17W 'WPI 16 zM Z II �0.�18 m� ���� aW ¢ V) ¢ N I, V) ¢ N ¢ N 0 W O F- O - - 0 0 0 (��p� n O ® V � t4n � 1 o 28 w { I) L- J 1 it + W t+n aif N m N MARSALA ST. SHEET 9 2 1 SHEET 8 ��� SHEET 8 UNIT ALLEY "M" SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL po a O o No po rn m tb m r7 N N sf d^•• dm•' LLo m ui Lo O o O st st sf O O O) M V) r )j r7 M M W) tib O d' Lo u') Lo toLo r7 d• j M M M M M m to M r7 r7 M M O) M w w X LU tM tM W uj W J ¢ > j M > > W W W w > > ,cli � > W W O W M U -) W W w J J w W J ,� J J J r7 W W M W Z W W j w W W M M W W W W W W O O = O j j O p 00 O O Z o 0 W C. c> - j O O m tD w W m aO N) O O 360 358 356 354 352 30 360 358 356 354 352 350 O O t� ij J t0 C) ll•) O F.. w O N N F- + .} + W m O o + + + I I + N Z+ + �, + 4 4 0 I r Z trLo + _ a Z- - I- Q ¢N aU)a O : ¢ m ¢ n: H ¢ a: Fq- �- H cn --i CAI ¢ q ¢ m t++j Q ¢ v) O N m N C3 u) i � v) , L-3 to W V) ' m N - - _ -0.2 % . 1.08% S = 0.53% t� =2.20% O S= 1.40% - Ir 1 S=-2.47% 1 S 3. - -- -- - _21 -- - -- -- S=2.4 % A PROXIMA EXISTI G P POSED RTH Flo NE I I zIJ -it GRAUL ERITSIS17m 360 358 356 354 352 11 12 13 14 15 16350 O m0 O M N N N p p cn «) i j tti) M M M d to c0 Lo U1�M r'm') M M t r7 M M > � j j r7 r7 Lo M c0 M r7 t7 w w w -t ui J J w > > I+y > > > WN W w W ¢ j j j W W Lj W M w w w s^- J J J �Y M W W W W W O W J W J J W - J J O J W U') O J J O W O J W W > W W O O O - > M O O - W W W O W ' W O O ---.._- -l.rn_ _._._.. - _._. __.. __ ___.__ _.. �__. �.._.. 0,,.;._ _.--.�J M. �._... r7 ---.___ ------_- �.. Lo--- C:I- ME m rom .0-. ■ice■■ moi■■■��a �� ���■��r���11mil MEN MENEENE BEEN SEEMEN 5 10 11 12 13 14 15 360 358 356 354 1 352 350 16 UNIF 1 JULESBURG ST. 17 SHEET 8 � I- S88'4518 E • w' 18�D ?AIN �; !I. -- I Q N - � 6 II � ! N I 11 � �� II I � 28 � ; zi � 1 0 INTERSECTION I� CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 1 1358.00' 131.63' 65.87' 05'33'14' 2 1350.00' 98.84' 49.44' 04'11'41" 3 1366.00' 111.60' 55.83' 04'40'51" 4 20.00' 34.67' 1 23.55' 1 9919'13' 5 20.00' 23.12' 13.04' 66'13'20" 6 20.00' 31.42' 20.00' 90'00'00" STA. 10+00.00, C.L. 2 /� LV I LV 11 �VJ1 I13t---17�r1 R 1 II 1 11 ri I WI I v'I 30a I � of AESBURG ST. SHEET 8 358 356 354 352 350 358 356 354 352 350 NOTES: 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN IMPROVEMENTS AND DETAILS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. 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. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 4. ADJUST EXISTING SEWER MANHOLES TO FINISHED GRADE. 5. EXISTING POLES TO BE RELOCATED. 6. ALL DRAIN INLETS TO BE CHRISTY U23 CATCH BASIN WITH ALHAMBRA FOUNDARY A2012 BICYCLE PROOF 24"x24" GRATE. SECTION DESIGNATION: SECTION LETTER L-- -- A 2 SHEET WHERE SECTION IS SHOWN A.P. - ELEV.=354.43 F.L. J O 0 nr "SHEET 21 a f!' ��) �� YY 12 ALLEY N R. „ SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL M 00 M M d m d M NO M f7 r7 M M M M j > Lj w w 00 4 w L>.I w L>iI J W w W wM W W W W W O 00 p O.>: O N 10; CO M m W 00 pMj O Il' MARSALA ST. SHEET 8 Lo Ito u' U') Mr`J W 4J M w w Lo _- _- r) O oo 00j W N N W NIMINEW. 14110bakmR, 0411APON logo MENEENE",�EENEENE iN STA. 13+25.55, C.L. 358 356 354 352 350 rn M co Lo M � O I) N co Q � �o z o 't o 0 Z w I o 0 Q j. U 0 or. J W (o m W � m W m o Q � W NCO v) U M M = Q 0, r m w Q • a W ti1� 61.1 I •, w >. G�SSoo>W J W uj r-1 1w- od uj F. � R 0 cc a R w J co) O r -off • /,f �u 3 n n'L7 11 12 13 m ui J cn z g Z - J 44 0 o f., ' . GCS 1.. Q V) co M m to to 1* -4- ._. 'd ci N po j LLJ W to to W Pa w W > > ;'�� ,� �`y . W W W t!) t� W W W J J M Oa O M O U O j LJ O M N Z tD to w d f' ryry '•, �` O ._ t0 ,mom J J ^ O O I.."' 4 ui __j r f f f :' J' .. W W + + +• w + � 6 + + + 1 ► Z 0 + + i` a 8 J d H . H d H I Q �- F Q .Q Q CU � U Q V) Q fn a cn ¢ cn d N Q N W F•-• I- w U 4i V) , m N U) -- ----4�._ - -- - -- -S= 0.28% q=1.09, I. - S=1.34 = APPRO (MATE EXISTING PROPOSED SOUTH FLO NE S=-1.20% GRADE ® CENTERLINE 358 35566 W W 354 Qui W 352 � � fn cm E C D c� 10 11 12 13 350 LL0 O F- O - - 0 0 0 (��p� n O ® V � t4n � 1 o 28 w { I) L- J 1 it + W t+n aif N m N MARSALA ST. SHEET 9 2 1 SHEET 8 ��� SHEET 8 UNIT ALLEY "M" SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL po a O o No po rn m tb m r7 N N sf d^•• dm•' LLo m ui Lo O o O st st sf O O O) M V) r )j r7 M M W) tib O d' Lo u') Lo toLo r7 d• j M M M M M m to M r7 r7 M M O) M w w X LU tM tM W uj W J ¢ > j M > > W W W w > > ,cli � > W W O W M U -) W W w J J w W J ,� J J J r7 W W M W Z W W j w W W M M W W W W W W O O = O j j O p 00 O O Z o 0 W C. c> - j O O m tD w W m aO N) O O 360 358 356 354 352 30 360 358 356 354 352 350 O O t� ij J t0 C) ll•) O F.. w O N N F- + .} + W m O o + + + I I + N Z+ + �, + 4 4 0 I r Z trLo + _ a Z- - I- Q ¢N aU)a O : ¢ m ¢ n: H ¢ a: Fq- �- H cn --i CAI ¢ q ¢ m t++j Q ¢ v) O N m N C3 u) i � v) , L-3 to W V) ' m N - - _ -0.2 % . 1.08% S = 0.53% t� =2.20% O S= 1.40% - Ir 1 S=-2.47% 1 S 3. - -- -- - _21 -- - -- -- S=2.4 % A PROXIMA EXISTI G P POSED RTH Flo NE I I zIJ -it GRAUL ERITSIS17m 360 358 356 354 352 11 12 13 14 15 16350 O m0 O M N N N p p cn «) i j tti) M M M d to c0 Lo U1�M r'm') M M t r7 M M > � j j r7 r7 Lo M c0 M r7 t7 w w w -t ui J J w > > I+y > > > WN W w W ¢ j j j W W Lj W M w w w s^- J J J �Y M W W W W W O W J W J J W - J J O J W U') O J J O W O J W W > W W O O O - > M O O - W W W O W ' W O O ---.._- -l.rn_ _._._.. - _._. __.. __ ___.__ _.. �__. �.._.. 0,,.;._ _.--.�J M. �._... r7 ---.___ ------_- �.. Lo--- C:I- ME m rom .0-. ■ice■■ moi■■■��a �� ���■��r���11mil MEN MENEENE BEEN SEEMEN 5 10 11 12 13 14 15 360 358 356 354 1 352 350 16 UNIF 1 JULESBURG ST. 17 SHEET 8 � I- S88'4518 E • w' 18�D ?AIN �; !I. -- I Q N - � 6 II � ! N I 11 � �� II I � 28 � ; zi � 1 0 INTERSECTION I� CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 1 1358.00' 131.63' 65.87' 05'33'14' 2 1350.00' 98.84' 49.44' 04'11'41" 3 1366.00' 111.60' 55.83' 04'40'51" 4 20.00' 34.67' 1 23.55' 1 9919'13' 5 20.00' 23.12' 13.04' 66'13'20" 6 20.00' 31.42' 20.00' 90'00'00" STA. 10+00.00, C.L. 2 /� LV I LV 11 �VJ1 I13t---17�r1 R 1 II 1 11 ri I WI I v'I 30a I � of AESBURG ST. SHEET 8 358 356 354 352 350 358 356 354 352 350 NOTES: 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN IMPROVEMENTS AND DETAILS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. 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. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 4. ADJUST EXISTING SEWER MANHOLES TO FINISHED GRADE. 5. EXISTING POLES TO BE RELOCATED. 6. ALL DRAIN INLETS TO BE CHRISTY U23 CATCH BASIN WITH ALHAMBRA FOUNDARY A2012 BICYCLE PROOF 24"x24" GRATE. SECTION DESIGNATION: SECTION LETTER L-- -- A 2 SHEET WHERE SECTION IS SHOWN A.P. - ELEV.=354.43 F.L. J O 0 nr "SHEET 21 a f!' ��) �� YY 12 ALLEY N R. „ SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL M 00 M M d m d M NO M f7 r7 M M M M j > Lj w w 00 4 w L>.I w L>iI J W w W wM W W W W W O 00 p O.>: O N 10; CO M m W 00 pMj O Il' MARSALA ST. SHEET 8 Lo Ito u' U') Mr`J W 4J M w w Lo _- _- r) O oo 00j W N N W NIMINEW. 14110bakmR, 0411APON logo MENEENE",�EENEENE iN STA. 13+25.55, C.L. 358 356 354 352 350 rn M co Lo M � O I) N co Q � �o z o 't o 0 Z w I o 0 Q j. U 0 or. J W (o m W � m W m o Q � W NCO v) U M M = Q 0, r m w Q • a W ti1� 61.1 I •, w >. G�SSoo>W J W uj r-1 1w- od uj F. � R 0 cc a R w J co) O r -off • /,f �u 3 n n'L7 11 12 13 m ui J cn z g Z - J 44 0 o f., ' . GCS 1.. Q V) co M m to to 1* -4- ._. 'd ci N po j LLJ W to to W Pa w W > > ;'�� ,� �`y . W W W t!) t� W W W J J M Oa O M O U O j LJ O M N Z tD to w d f' ryry '•, �` O ._ t0 ,mom J J ^ O O I.."' 4 ui __j r f f f :' J' .. W W + + +• w + � 6 + + + 1 ► Z 0 + + i` a 8 J d H . H d H I Q �- F Q .Q Q CU � U Q V) Q fn a cn ¢ cn d N Q N W F•-• I- w U 4i V) , m N U) -- ----4�._ - -- - -- -S= 0.28% q=1.09, I. - S=1.34 = APPRO (MATE EXISTING PROPOSED SOUTH FLO NE S=-1.20% GRADE ® CENTERLINE 358 35566 W W 354 Qui W 352 � � fn cm E C D c� 10 11 12 13 350 LL0 SHEET 9 2 1 SHEET 8 ��� SHEET 8 UNIT ALLEY "M" SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL po a O o No po rn m tb m r7 N N sf d^•• dm•' LLo m ui Lo O o O st st sf O O O) M V) r )j r7 M M W) tib O d' Lo u') Lo toLo r7 d• j M M M M M m to M r7 r7 M M O) M w w X LU tM tM W uj W J ¢ > j M > > W W W w > > ,cli � > W W O W M U -) W W w J J w W J ,� J J J r7 W W M W Z W W j w W W M M W W W W W W O O = O j j O p 00 O O Z o 0 W C. c> - j O O m tD w W m aO N) O O 360 358 356 354 352 30 360 358 356 354 352 350 O O t� ij J t0 C) ll•) O F.. w O N N F- + .} + W m O o + + + I I + N Z+ + �, + 4 4 0 I r Z trLo + _ a Z- - I- Q ¢N aU)a O : ¢ m ¢ n: H ¢ a: Fq- �- H cn --i CAI ¢ q ¢ m t++j Q ¢ v) O N m N C3 u) i � v) , L-3 to W V) ' m N - - _ -0.2 % . 1.08% S = 0.53% t� =2.20% O S= 1.40% - Ir 1 S=-2.47% 1 S 3. - -- -- - _21 -- - -- -- S=2.4 % A PROXIMA EXISTI G P POSED RTH Flo NE I I zIJ -it GRAUL ERITSIS17m 360 358 356 354 352 11 12 13 14 15 16350 O m0 O M N N N p p cn «) i j tti) M M M d to c0 Lo U1�M r'm') M M t r7 M M > � j j r7 r7 Lo M c0 M r7 t7 w w w -t ui J J w > > I+y > > > WN W w W ¢ j j j W W Lj W M w w w s^- J J J �Y M W W W W W O W J W J J W - J J O J W U') O J J O W O J W W > W W O O O - > M O O - W W W O W ' W O O ---.._- -l.rn_ _._._.. - _._. __.. __ ___.__ _.. �__. �.._.. 0,,.;._ _.--.�J M. �._... r7 ---.___ ------_- �.. Lo--- C:I- ME m rom .0-. ■ice■■ moi■■■��a �� ���■��r���11mil MEN MENEENE BEEN SEEMEN 5 10 11 12 13 14 15 360 358 356 354 1 352 350 16 UNIF 1 JULESBURG ST. 17 SHEET 8 � I- S88'4518 E • w' 18�D ?AIN �; !I. -- I Q N - � 6 II � ! N I 11 � �� II I � 28 � ; zi � 1 0 INTERSECTION I� CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 1 1358.00' 131.63' 65.87' 05'33'14' 2 1350.00' 98.84' 49.44' 04'11'41" 3 1366.00' 111.60' 55.83' 04'40'51" 4 20.00' 34.67' 1 23.55' 1 9919'13' 5 20.00' 23.12' 13.04' 66'13'20" 6 20.00' 31.42' 20.00' 90'00'00" STA. 10+00.00, C.L. 2 /� LV I LV 11 �VJ1 I13t---17�r1 R 1 II 1 11 ri I WI I v'I 30a I � of AESBURG ST. SHEET 8 358 356 354 352 350 358 356 354 352 350 NOTES: 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN IMPROVEMENTS AND DETAILS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. 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. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 4. ADJUST EXISTING SEWER MANHOLES TO FINISHED GRADE. 5. EXISTING POLES TO BE RELOCATED. 6. ALL DRAIN INLETS TO BE CHRISTY U23 CATCH BASIN WITH ALHAMBRA FOUNDARY A2012 BICYCLE PROOF 24"x24" GRATE. SECTION DESIGNATION: SECTION LETTER L-- -- A 2 SHEET WHERE SECTION IS SHOWN A.P. - ELEV.=354.43 F.L. J O 0 nr "SHEET 21 a f!' ��) �� YY 12 ALLEY N R. „ SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL M 00 M M d m d M NO M f7 r7 M M M M j > Lj w w 00 4 w L>.I w L>iI J W w W wM W W W W W O 00 p O.>: O N 10; CO M m W 00 pMj O Il' MARSALA ST. SHEET 8 Lo Ito u' U') Mr`J W 4J M w w Lo _- _- r) O oo 00j W N N W NIMINEW. 14110bakmR, 0411APON logo MENEENE",�EENEENE iN STA. 13+25.55, C.L. 358 356 354 352 350 rn M co Lo M � O I) N co Q � �o z o 't o 0 Z w I o 0 Q j. U 0 or. J W (o m W � m W m o Q � W NCO v) U M M = Q 0, r m w Q • a W ti1� 61.1 I •, w >. G�SSoo>W J W uj r-1 1w- od uj F. � R 0 cc a R w J co) O r -off • /,f �u 3 n n'L7 11 12 13 m ui J cn z g Z - J 44 0 o f., ' . GCS 1.. Q V) co M m to to 1* -4- ._. 'd ci N po j LLJ W to to W Pa w W > > ;'�� ,� �`y . W W W t!) t� W W W J J M Oa O M O U O j LJ O M N Z tD to w d f' ryry '•, �` O ._ t0 ,mom J J ^ O O I.."' 4 ui __j r f f f :' J' .. W W + + +• w + � 6 + + + 1 ► Z 0 + + i` a 8 J d H . H d H I Q �- F Q .Q Q CU � U Q V) Q fn a cn ¢ cn d N Q N W F•-• I- w U 4i V) , m N U) -- ----4�._ - -- - -- -S= 0.28% q=1.09, I. - S=1.34 = APPRO (MATE EXISTING PROPOSED SOUTH FLO NE S=-1.20% GRADE ® CENTERLINE 358 35566 W W 354 Qui W 352 � � fn cm E C D c� 10 11 12 13 350 LL0 360 358 356 354 352 30 360 358 356 354 352 350 O O t� ij J t0 C) ll•) O F.. w O N N F- + .} + W m O o + + + I I + N Z+ + �, + 4 4 0 I r Z trLo + _ a Z- - I- Q ¢N aU)a O : ¢ m ¢ n: H ¢ a: Fq- �- H cn --i CAI ¢ q ¢ m t++j Q ¢ v) O N m N C3 u) i � v) , L-3 to W V) ' m N - - _ -0.2 % . 1.08% S = 0.53% t� =2.20% O S= 1.40% - Ir 1 S=-2.47% 1 S 3. - -- -- - _21 -- - -- -- S=2.4 % A PROXIMA EXISTI G P POSED RTH Flo NE I I zIJ -it GRAUL ERITSIS17m 360 358 356 354 352 11 12 13 14 15 16350 O m0 O M N N N p p cn «) i j tti) M M M d to c0 Lo U1�M r'm') M M t r7 M M > � j j r7 r7 Lo M c0 M r7 t7 w w w -t ui J J w > > I+y > > > WN W w W ¢ j j j W W Lj W M w w w s^- J J J �Y M W W W W W O W J W J J W - J J O J W U') O J J O W O J W W > W W O O O - > M O O - W W W O W ' W O O ---.._- -l.rn_ _._._.. - _._. __.. __ ___.__ _.. �__. �.._.. 0,,.;._ _.--.�J M. �._... r7 ---.___ ------_- �.. Lo--- C:I- ME m rom .0-. ■ice■■ moi■■■��a �� ���■��r���11mil MEN MENEENE BEEN SEEMEN 5 10 11 12 13 14 15 360 358 356 354 1 352 350 16 UNIF 1 JULESBURG ST. 17 SHEET 8 � I- S88'4518 E • w' 18�D ?AIN �; !I. -- I Q N - � 6 II � ! N I 11 � �� II I � 28 � ; zi � 1 0 INTERSECTION I� CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 1 1358.00' 131.63' 65.87' 05'33'14' 2 1350.00' 98.84' 49.44' 04'11'41" 3 1366.00' 111.60' 55.83' 04'40'51" 4 20.00' 34.67' 1 23.55' 1 9919'13' 5 20.00' 23.12' 13.04' 66'13'20" 6 20.00' 31.42' 20.00' 90'00'00" STA. 10+00.00, C.L. 2 /� LV I LV 11 �VJ1 I13t---17�r1 R 1 II 1 11 ri I WI I v'I 30a I � of AESBURG ST. SHEET 8 358 356 354 352 350 358 356 354 352 350 NOTES: 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN IMPROVEMENTS AND DETAILS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. 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. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 4. ADJUST EXISTING SEWER MANHOLES TO FINISHED GRADE. 5. EXISTING POLES TO BE RELOCATED. 6. ALL DRAIN INLETS TO BE CHRISTY U23 CATCH BASIN WITH ALHAMBRA FOUNDARY A2012 BICYCLE PROOF 24"x24" GRATE. SECTION DESIGNATION: SECTION LETTER L-- -- A 2 SHEET WHERE SECTION IS SHOWN A.P. - ELEV.=354.43 F.L. J O 0 nr "SHEET 21 a f!' ��) �� YY 12 ALLEY N R. „ SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL M 00 M M d m d M NO M f7 r7 M M M M j > Lj w w 00 4 w L>.I w L>iI J W w W wM W W W W W O 00 p O.>: O N 10; CO M m W 00 pMj O Il' MARSALA ST. SHEET 8 Lo Ito u' U') Mr`J W 4J M w w Lo _- _- r) O oo 00j W N N W NIMINEW. 14110bakmR, 0411APON logo MENEENE",�EENEENE iN STA. 13+25.55, C.L. 358 356 354 352 350 rn M co Lo M � O I) N co Q � �o z o 't o 0 Z w I o 0 Q j. U 0 or. J W (o m W � m W m o Q � W NCO v) U M M = Q 0, r m w Q • a W ti1� 61.1 I •, w >. G�SSoo>W J W uj r-1 1w- od uj F. � R 0 cc a R w J co) O r -off • /,f �u 3 n n'L7 11 12 13 m ui J cn z g Z - J 44 0 o f., ' . GCS 1.. Q V) co M m to to 1* -4- ._. 'd ci N po j LLJ W to to W Pa w W > > ;'�� ,� �`y . W W W t!) t� W W W J J M Oa O M O U O j LJ O M N Z tD to w d f' ryry '•, �` O ._ t0 ,mom J J ^ O O I.."' 4 ui __j r f f f :' J' .. W W + + +• w + � 6 + + + 1 ► Z 0 + + i` a 8 J d H . H d H I Q �- F Q .Q Q CU � U Q V) Q fn a cn ¢ cn d N Q N W F•-• I- w U 4i V) , m N U) -- ----4�._ - -- - -- -S= 0.28% q=1.09, I. - S=1.34 = APPRO (MATE EXISTING PROPOSED SOUTH FLO NE S=-1.20% GRADE ® CENTERLINE 358 35566 W W 354 Qui W 352 � � fn cm E C D c� 10 11 12 13 350 LL0 360 358 356 354 352 11 12 13 14 15 16350 O m0 O M N N N p p cn «) i j tti) M M M d to c0 Lo U1�M r'm') M M t r7 M M > � j j r7 r7 Lo M c0 M r7 t7 w w w -t ui J J w > > I+y > > > WN W w W ¢ j j j W W Lj W M w w w s^- J J J �Y M W W W W W O W J W J J W - J J O J W U') O J J O W O J W W > W W O O O - > M O O - W W W O W ' W O O ---.._- -l.rn_ _._._.. - _._. __.. __ ___.__ _.. �__. �.._.. 0,,.;._ _.--.�J M. �._... r7 ---.___ ------_- �.. Lo--- C:I- ME m rom .0-. ■ice■■ moi■■■��a �� ���■��r���11mil MEN MENEENE BEEN SEEMEN 5 10 11 12 13 14 15 360 358 356 354 1 352 350 16 UNIF 1 JULESBURG ST. 17 SHEET 8 � I- S88'4518 E • w' 18�D ?AIN �; !I. -- I Q N - � 6 II � ! N I 11 � �� II I � 28 � ; zi � 1 0 INTERSECTION I� CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 1 1358.00' 131.63' 65.87' 05'33'14' 2 1350.00' 98.84' 49.44' 04'11'41" 3 1366.00' 111.60' 55.83' 04'40'51" 4 20.00' 34.67' 1 23.55' 1 9919'13' 5 20.00' 23.12' 13.04' 66'13'20" 6 20.00' 31.42' 20.00' 90'00'00" STA. 10+00.00, C.L. 2 /� LV I LV 11 �VJ1 I13t---17�r1 R 1 II 1 11 ri I WI I v'I 30a I � of AESBURG ST. SHEET 8 358 356 354 352 350 358 356 354 352 350 NOTES: 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN IMPROVEMENTS AND DETAILS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. 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. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 4. ADJUST EXISTING SEWER MANHOLES TO FINISHED GRADE. 5. EXISTING POLES TO BE RELOCATED. 6. ALL DRAIN INLETS TO BE CHRISTY U23 CATCH BASIN WITH ALHAMBRA FOUNDARY A2012 BICYCLE PROOF 24"x24" GRATE. SECTION DESIGNATION: SECTION LETTER L-- -- A 2 SHEET WHERE SECTION IS SHOWN A.P. - ELEV.=354.43 F.L. J O 0 nr "SHEET 21 a f!' ��) �� YY 12 ALLEY N R. „ SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL M 00 M M d m d M NO M f7 r7 M M M M j > Lj w w 00 4 w L>.I w L>iI J W w W wM W W W W W O 00 p O.>: O N 10; CO M m W 00 pMj O Il' MARSALA ST. SHEET 8 Lo Ito u' U') Mr`J W 4J M w w Lo _- _- r) O oo 00j W N N W NIMINEW. 14110bakmR, 0411APON logo MENEENE",�EENEENE iN STA. 13+25.55, C.L. 358 356 354 352 350 rn M co Lo M � O I) N co Q � �o z o 't o 0 Z w I o 0 Q j. U 0 or. J W (o m W � m W m o Q � W NCO v) U M M = Q 0, r m w Q • a W ti1� 61.1 I •, w >. G�SSoo>W J W uj r-1 1w- od uj F. � R 0 cc a R w J co) O r -off • /,f �u 3 n n'L7 11 12 13 m ui J cn z g Z - J 44 0 o f., ' . GCS 1.. Q V) co M m to to 1* -4- ._. 'd ci N po j LLJ W to to W Pa w W > > ;'�� ,� �`y . W W W t!) t� W W W J J M Oa O M O U O j LJ O M N Z tD to w d f' ryry '•, �` O ._ t0 ,mom J J ^ O O I.."' 4 ui __j r f f f :' J' .. W W + + +• w + � 6 + + + 1 ► Z 0 + + i` a 8 J d H . H d H I Q �- F Q .Q Q CU � U Q V) Q fn a cn ¢ cn d N Q N W F•-• I- w U 4i V) , m N U) -- ----4�._ - -- - -- -S= 0.28% q=1.09, I. - S=1.34 = APPRO (MATE EXISTING PROPOSED SOUTH FLO NE S=-1.20% GRADE ® CENTERLINE 358 35566 W W 354 Qui W 352 � � fn cm E C D c� 10 11 12 13 350 LL0 5 10 11 12 13 14 15 360 358 356 354 1 352 350 16 UNIF 1 JULESBURG ST. 17 SHEET 8 � I- S88'4518 E • w' 18�D ?AIN �; !I. -- I Q N - � 6 II � ! N I 11 � �� II I � 28 � ; zi � 1 0 INTERSECTION I� CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 1 1358.00' 131.63' 65.87' 05'33'14' 2 1350.00' 98.84' 49.44' 04'11'41" 3 1366.00' 111.60' 55.83' 04'40'51" 4 20.00' 34.67' 1 23.55' 1 9919'13' 5 20.00' 23.12' 13.04' 66'13'20" 6 20.00' 31.42' 20.00' 90'00'00" STA. 10+00.00, C.L. 2 /� LV I LV 11 �VJ1 I13t---17�r1 R 1 II 1 11 ri I WI I v'I 30a I � of AESBURG ST. SHEET 8 358 356 354 352 350 358 356 354 352 350 NOTES: 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN IMPROVEMENTS AND DETAILS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. 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. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 4. ADJUST EXISTING SEWER MANHOLES TO FINISHED GRADE. 5. EXISTING POLES TO BE RELOCATED. 6. ALL DRAIN INLETS TO BE CHRISTY U23 CATCH BASIN WITH ALHAMBRA FOUNDARY A2012 BICYCLE PROOF 24"x24" GRATE. SECTION DESIGNATION: SECTION LETTER L-- -- A 2 SHEET WHERE SECTION IS SHOWN A.P. - ELEV.=354.43 F.L. J O 0 nr "SHEET 21 a f!' ��) �� YY 12 ALLEY N R. „ SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL M 00 M M d m d M NO M f7 r7 M M M M j > Lj w w 00 4 w L>.I w L>iI J W w W wM W W W W W O 00 p O.>: O N 10; CO M m W 00 pMj O Il' MARSALA ST. SHEET 8 Lo Ito u' U') Mr`J W 4J M w w Lo _- _- r) O oo 00j W N N W NIMINEW. 14110bakmR, 0411APON logo MENEENE",�EENEENE iN STA. 13+25.55, C.L. 358 356 354 352 350 rn M co Lo M � O I) N co Q � �o z o 't o 0 Z w I o 0 Q j. U 0 or. J W (o m W � m W m o Q � W NCO v) U M M = Q 0, r m w Q • a W ti1� 61.1 I •, w >. G�SSoo>W J W uj r-1 1w- od uj F. � R 0 cc a R w J co) O r -off • /,f �u 3 n n'L7 11 12 13 m ui J cn z g Z - J 44 0 o f., ' . GCS 1.. Q V) co M m to to 1* -4- ._. 'd ci N po j LLJ W to to W Pa w W > > ;'�� ,� �`y . W W W t!) t� W W W J J M Oa O M O U O j LJ O M N Z tD to w d f' ryry '•, �` O ._ t0 ,mom J J ^ O O I.."' 4 ui __j r f f f :' J' .. W W + + +• w + � 6 + + + 1 ► Z 0 + + i` a 8 J d H . H d H I Q �- F Q .Q Q CU � U Q V) Q fn a cn ¢ cn d N Q N W F•-• I- w U 4i V) , m N U) -- ----4�._ - -- - -- -S= 0.28% q=1.09, I. - S=1.34 = APPRO (MATE EXISTING PROPOSED SOUTH FLO NE S=-1.20% GRADE ® CENTERLINE 358 35566 W W 354 Qui W 352 � � fn cm E C D c� 10 11 12 13 350 LL0 STA. 10+00.00, C.L. 2 /� LV I LV 11 �VJ1 I13t---17�r1 R 1 II 1 11 ri I WI I v'I 30a I � of AESBURG ST. SHEET 8 358 356 354 352 350 358 356 354 352 350 NOTES: 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN IMPROVEMENTS AND DETAILS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. 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. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 4. ADJUST EXISTING SEWER MANHOLES TO FINISHED GRADE. 5. EXISTING POLES TO BE RELOCATED. 6. ALL DRAIN INLETS TO BE CHRISTY U23 CATCH BASIN WITH ALHAMBRA FOUNDARY A2012 BICYCLE PROOF 24"x24" GRATE. SECTION DESIGNATION: SECTION LETTER L-- -- A 2 SHEET WHERE SECTION IS SHOWN A.P. - ELEV.=354.43 F.L. J O 0 nr "SHEET 21 a f!' ��) �� YY 12 ALLEY N R. „ SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL M 00 M M d m d M NO M f7 r7 M M M M j > Lj w w 00 4 w L>.I w L>iI J W w W wM W W W W W O 00 p O.>: O N 10; CO M m W 00 pMj O Il' MARSALA ST. SHEET 8 Lo Ito u' U') Mr`J W 4J M w w Lo _- _- r) O oo 00j W N N W NIMINEW. 14110bakmR, 0411APON logo MENEENE",�EENEENE iN STA. 13+25.55, C.L. 358 356 354 352 350 rn M co Lo M � O I) N co Q � �o z o 't o 0 Z w I o 0 Q j. U 0 or. J W (o m W � m W m o Q � W NCO v) U M M = Q 0, r m w Q • a W ti1� 61.1 I •, w >. G�SSoo>W J W uj r-1 1w- od uj F. � R 0 cc a R w J co) O r -off • /,f �u 3 n n'L7 11 12 13 m ui J cn z g Z - J 44 0 o f., ' . GCS 1.. Q V) co M m to to 1* -4- ._. 'd ci N po j LLJ W to to W Pa w W > > ;'�� ,� �`y . W W W t!) t� W W W J J M Oa O M O U O j LJ O M N Z tD to w d f' ryry '•, �` O ._ t0 ,mom J J ^ O O I.."' 4 ui __j r f f f :' J' .. W W + + +• w + � 6 + + + 1 ► Z 0 + + i` a 8 J d H . H d H I Q �- F Q .Q Q CU � U Q V) Q fn a cn ¢ cn d N Q N W F•-• I- w U 4i V) , m N U) -- ----4�._ - -- - -- -S= 0.28% q=1.09, I. - S=1.34 = APPRO (MATE EXISTING PROPOSED SOUTH FLO NE S=-1.20% GRADE ® CENTERLINE 358 35566 W W 354 Qui W 352 � � fn cm E C D c� 10 11 12 13 350 LL0 Il' MARSALA ST. SHEET 8 Lo Ito u' U') Mr`J W 4J M w w Lo _- _- r) O oo 00j W N N W NIMINEW. 14110bakmR, 0411APON logo MENEENE",�EENEENE iN STA. 13+25.55, C.L. 358 356 354 352 350 rn M co Lo M � O I) N co Q � �o z o 't o 0 Z w I o 0 Q j. U 0 or. J W (o m W � m W m o Q � W NCO v) U M M = Q 0, r m w Q • a W ti1� 61.1 I •, w >. G�SSoo>W J W uj r-1 1w- od uj F. � R 0 cc a R w J co) O r -off • /,f �u 3 n n'L7 11 12 13 m ui J cn z g Z - J 44 0 o f., ' . GCS 1.. Q V) co M m to to 1* -4- ._. 'd ci N po j LLJ W to to W Pa w W > > ;'�� ,� �`y . W W W t!) t� W W W J J M Oa O M O U O j LJ O M N Z tD to w d f' ryry '•, �` O ._ t0 ,mom J J ^ O O I.."' 4 ui __j r f f f :' J' .. W W + + +• w + � 6 + + + 1 ► Z 0 + + i` a 8 J d H . H d H I Q �- F Q .Q Q CU � U Q V) Q fn a cn ¢ cn d N Q N W F•-• I- w U 4i V) , m N U) -- ----4�._ - -- - -- -S= 0.28% q=1.09, I. - S=1.34 = APPRO (MATE EXISTING PROPOSED SOUTH FLO NE S=-1.20% GRADE ® CENTERLINE 358 35566 W W 354 Qui W 352 � � fn cm E C D c� 10 11 12 13 350 LL0 NIMINEW. 14110bakmR, 0411APON logo MENEENE",�EENEENE iN STA. 13+25.55, C.L. 358 356 354 352 350 rn M co Lo M � O I) N co Q � �o z o 't o 0 Z w I o 0 Q j. U 0 or. J W (o m W � m W m o Q � W NCO v) U M M = Q 0, r m w Q • a W ti1� 61.1 I •, w >. G�SSoo>W J W uj r-1 1w- od uj F. � R 0 cc a R w J co) O r -off • /,f �u 3 n n'L7 11 12 13 m ui J cn z g Z - J 44 0 o f., ' . GCS 1.. Q V) co M m to to 1* -4- ._. 'd ci N po j LLJ W to to W Pa w W > > ;'�� ,� �`y . W W W t!) t� W W W J J M Oa O M O U O j LJ O M N Z tD to w d f' ryry '•, �` O ._ t0 ,mom J J ^ O O I.."' 4 ui __j r f f f :' J' .. W W + + +• w + � 6 + + + 1 ► Z 0 + + i` a 8 J d H . H d H I Q �- F Q .Q Q CU � U Q V) Q fn a cn ¢ cn d N Q N W F•-• I- w U 4i V) , m N U) -- ----4�._ - -- - -- -S= 0.28% q=1.09, I. - S=1.34 = APPRO (MATE EXISTING PROPOSED SOUTH FLO NE S=-1.20% GRADE ® CENTERLINE 358 35566 W W 354 Qui W 352 � � fn cm E C D c� 10 11 12 13 350 LL0 iN STA. 13+25.55, C.L. 358 356 354 352 350 rn M co Lo M � O I) N co Q � �o z o 't o 0 Z w I o 0 Q j. U 0 or. J W (o m W � m W m o Q � W NCO v) U M M = Q 0, r m w Q • a W ti1� 61.1 I •, w >. G�SSoo>W J W uj r-1 1w- od uj F. � R 0 cc a R w J co) O r -off • /,f �u 3 n n'L7 11 12 13 m ui J cn z g Z - J 44 0 o f., ' . GCS 1.. Q V) co M m to to 1* -4- ._. 'd ci N po j LLJ W to to W Pa w W > > ;'�� ,� �`y . W W W t!) t� W W W J J M Oa O M O U O j LJ O M N Z tD to w d f' ryry '•, �` O ._ t0 ,mom J J ^ O O I.."' 4 ui __j r f f f :' J' .. W W + + +• w + � 6 + + + 1 ► Z 0 + + i` a 8 J d H . H d H I Q �- F Q .Q Q CU � U Q V) Q fn a cn ¢ cn d N Q N W F•-• I- w U 4i V) , m N U) -- ----4�._ - -- - -- -S= 0.28% q=1.09, I. - S=1.34 = APPRO (MATE EXISTING PROPOSED SOUTH FLO NE S=-1.20% GRADE ® CENTERLINE 358 35566 W W 354 Qui W 352 � � fn cm E C D c� 10 11 12 13 350 LL0 NCO v) U M M = Q 0, r m w Q • a W ti1� 61.1 I •, w >. G�SSoo>W J W uj r-1 1w- od uj F. � R 0 cc a R w J co) O r -off • /,f �u 3 n n'L7 11 12 13 m ui J cn z g Z - J 44 0 o f., ' . GCS 1.. Q V) co M m to to 1* -4- ._. 'd ci N po j LLJ W to to W Pa w W > > ;'�� ,� �`y . W W W t!) t� W W W J J M Oa O M O U O j LJ O M N Z tD to w d f' ryry '•, �` O ._ t0 ,mom J J ^ O O I.."' 4 ui __j r f f f :' J' .. W W + + +• w + � 6 + + + 1 ► Z 0 + + i` a 8 J d H . H d H I Q �- F Q .Q Q CU � U Q V) Q fn a cn ¢ cn d N Q N W F•-• I- w U 4i V) , m N U) -- ----4�._ - -- - -- -S= 0.28% q=1.09, I. - S=1.34 = APPRO (MATE EXISTING PROPOSED SOUTH FLO NE S=-1.20% GRADE ® CENTERLINE 358 35566 W W 354 Qui W 352 � � fn cm E C D c� 10 11 12 13 350 LL0 r m w Q • a W ti1� 61.1 I •, w >. G�SSoo>W J W uj r-1 1w- od uj F. � R 0 cc a R w J co) O r -off • /,f �u 3 n n'L7 11 12 13 m ui J cn z g Z - J 44 0 o f., ' . GCS 1.. Q V) co M m to to 1* -4- ._. 'd ci N po j LLJ W to to W Pa w W > > ;'�� ,� �`y . W W W t!) t� W W W J J M Oa O M O U O j LJ O M N Z tD to w d f' ryry '•, �` O ._ t0 ,mom J J ^ O O I.."' 4 ui __j r f f f :' J' .. W W + + +• w + � 6 + + + 1 ► Z 0 + + i` a 8 J d H . H d H I Q �- F Q .Q Q CU � U Q V) Q fn a cn ¢ cn d N Q N W F•-• I- w U 4i V) , m N U) -- ----4�._ - -- - -- -S= 0.28% q=1.09, I. - S=1.34 = APPRO (MATE EXISTING PROPOSED SOUTH FLO NE S=-1.20% GRADE ® CENTERLINE 358 35566 W W 354 Qui W 352 � � fn cm E C D c� 10 11 12 13 350 LL0 d H . H d H I Q �- F Q .Q Q CU � U Q V) Q fn a cn ¢ cn d N Q N W F•-• I- w U 4i V) , m N U) -- ----4�._ - -- - -- -S= 0.28% q=1.09, I. - S=1.34 = APPRO (MATE EXISTING PROPOSED SOUTH FLO NE S=-1.20% GRADE ® CENTERLINE 358 35566 W W 354 Qui W 352 � � fn cm E C D c� 10 11 12 13 350 LL0 358 35566 W W 354 Qui W 352 � � fn cm E C D c� 10 11 12 13 350 LL0 ALLEY "M" SHEET 20 19 i00' 10i III i III N --- '- 111 III Lo Ill I III II 18 ill III M R � > Ill m ni 1 «� W, (( 111( LLJ A.P. - ELEV.=355.34 F.L. �II I ## 11!1 ' STA. 10+20.00, C.L. 10.00LT. i II ° q ALLEY"M" I ¢ STA. 10+00.00, C.L. ' --- -- 147 A.P. - ELEV.=355.34 STA. 10+20.00, C.L. 10.00RT. i �l 11 li M O 17 Co 111 l ' J l� Im 20" co »�{ 1>V)I ur III IIIui N V�SAL .F -:J Iii I IID',0�1� III I III III III Lo II >: r7 Lo g o , I4� 111 , I JII1� " 111' w 00 -i N J 16 I 0>, I I -- � ALLEY "M" ¢ III-- III SHEET 20 I� 33 360 358 356 S=2.2 354• 352 350 "-'- �; M O N j �U HE 20" O^ W OJ V�SAL .F -:J Iii I IID',0�1� N o LZ o r7 Lo g o , I4� j 16 00 -i N J I �o I M Lo III Lo -- � �j (.,j I -i U J) II LjLr) Lj > III III-- III O rif j C 32 " � I� 33 ti r7 o) wO �j0 III C � 34 " ;;; k III ` « 15 wo+ •- U j i u•� D CD ' I+ - _+ w+ m _ I o I Ll l U I 1' LANDSCAPE I I o �i A.P. - ELEV.=354.64 F.L. Q N � EASEMENT a 1:11 N I �' t STA. 11+95.00, C.L. 10.00LT. W W ED EAST k m il CE ALLEY "N" �� r7M > 1" = 5' VERTICAL STA. 12+15.00, C.L. N01'14'42 E .- _ _ 215.0(- w J O W W 11 00" 12+00 00 O 1 R �� R 11 II I A.P. - ELEV.=354.64 F.L. STA. 11+95.00, C.L. 10.00RT. 00 o 1' LANDSCAPE )W `` o ij ii I - _ l0 t o U o oo i gU--' 11& C5 L2 c 1 q EASEMENT l o � II . u-3 llloo ii R 14 J N -I 11 + Ir+ 12 u') 00 > O Md NINE >: u,-)) O O 0 I N i N W o> o O O a 1 Lu 1 I �--- a Q o+ 4J o '� I + ,,, + ("`�'- 13 NONE �fl m �' ¢ `� ¢ U) Q in "N" am SHEET 20 + _O + ALLEY "4" W + + SCALE: 1" = 50' HORIZONTAL rr^j 1" = 5' VERTICAL 360 358 356 S=2.2 354• 352 350 "-'- �; M O O j R Lo 4 fid• O^ W N Lon r7 N N r7 >W j > 110 ir- N Lo _,., j STA. 10+00.00, C.L. O CL: .d O 51 W 3 I ' o r'') M M •- U j w u•� i I N M- a 16 1o� K I I Q 0 U ko Lo r7 M M W ?i W O W)� MARSALA ST. w W W W W W ED EAST k m W W �� r7M > 1" = 5' VERTICAL J 00 ,? IW' w J O W W W J 00 O O w WM W w LoU') 1" = 5' VERTICAL _ _ - _ - - ME gU--' 11& r7 M W W N O 11'j O 00 > O O NINE 360 358 356 S=2.2 354• 352 350 10 MARSALA ST. SHEET 8 12 "-'- �; M O O j R Lo 4 fid• O^ W r- U Lon J Lq J I v r7 >W j > 110 ir- U + + _,., j STA. 10+00.00, C.L. W W CL: .d a¢ 51 ¢ 3 I ' o c0 W N z it •- U j w u•� i I � � M a 16 1o� K I I Q 0 U 1 M U(�p�j V� I T 4 I co11 1 " MARSALA ST. W V PROPO ED EAST k m N N -< SCALE: 1" = 50' HORIZONTAL d ¢ > 1" = 5' VERTICAL J 00 WEST FLOWLINE w J O W W W J % (WEST) S -0.56% d W W " (EAST) W J W W 1" = 5' VERTICAL _ _ - _ - - ME gU--' 11& S=-1. APPRO MATE EX TING O' VERT. URVE S--1 GRADE CENTS LINE O O NINE IN O O O O 10 MARSALA ST. SHEET 8 12 "-'- �; M 1 20.00' 31.22' 19.80' o I j R Lo 4 Lo uj O � Lon 1) 1� v r7 >W j > 110 ir- U CE INTERSECTION 1 J W STA. 10+00.00, C.L. 1 d CE 12' WIDE CROSS GUTTER 3 51 STA. 10+21.00, C.L. 3 I ' o c0 W N z it IWC' 18 DRAIN ij12 8845'18" I u•� �_----- � � M a 16 1o� K I I Q 0 U 1 M U(�p�j V� I T 4 I co11 1 " MARSALA ST. W V SHEET 8 ALLEY "P� !! R !! ALLEY SCALE: 1" = 50' HORIZONTAL - > 1" = 5' VERTICAL J 358 356 354 352 350 358 356 354 352 350 360 358 356 (WEST) 0%EAST) 35 350 11 12 CURVE TABLE O M 1 20.00' 31.22' 19.80' 8925'30" 10 M .M- Lo 4 Lo uj O J Lon 1) M W r7 >W j > J U J W J W W C5 d Q �F O O O O c0 W W N C3 N ro ++ + 00 + d' r- ,.raj n U CURVE TABLE CURVE RADIUS LENGTH TANGENT 0 1 20.00' 31.22' 19.80' 8925'30" 10 M M M raj uj O J J -j w W W O Z > W C" z ao n C4 U w W W W M d Q �F = o I O W O O C3 W W N C3 N ro ++ + 00 QOi d' C7 ,.raj n m R " Q w Q M �"� CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 1 20.00' 31.22' 19.80' 8925'30" 2 20.00' 31.62' 20.20' 90'34'30" 3 20.00' 31.42' 20.00' 90'00'00" DALWOOD ST. SHEET 6 DALWOOD ST. SHEET 6 N O � � st to f7 M M 1 I p 11 16 N 12 Lo uj O J J -j w W W O Z to O z ao n C4 U + J Z N N .N_ M d Q �F = o I M- "GOSFORD 4" 38x12 'PHILLIPS - ABA�NDA. 1 � �1 40 � rE INTERSECTION l•T • 4-4- ^ 1 s � cr- Lq En 56 10 11 I Jco 12 � �,M aow00 ZM-cq 1 I p 11 16 N 12 Lo 13 N OfM 0) Oco O Fo d •- co O m CD z ao n C4 U O d ^ Lo M Lo r7 M d Q �F = o I M- ME 17MEMENIMIN R o .. W N C3 N �� fl� C3 N oW �m N W W d' Lo ,.raj n m R " Q w Q M �"� ?I) M M " U V W w !! R !! ALLEY Q - > W J 00 Oo w J O W W W J W W d d W W W W J W W 1" = 5' VERTICAL W z N Lo ME gU--' 11& W MEMEMENEEMEMENE ro O O O NINE IN O 10 11 I Jco 12 � �,M aow00 ZM-cq 1 I p 11 16 N 12 Lo 13 N OfM 0) Oco O Fo d •- co O m CD z ao n C4 U O d ^ Lo M Lo r7 M d Q �F = o I M- U 0 17MEMENIMIN R o .. W N C3 N �� fl� C3 N oW �m N W W d' Lo ,.raj n m R " Q w Q M �"� ?I) M M " U V W w !! R !! ALLEY Q - > W J 00 Oo w J O W W W J W W d d W W W W J W W 1" = 5' VERTICAL W z N Lo ME gU--' 11& W ro O O O NINE IN O O O O O o Z Lo O o a Q Cp > > NONE Imimim m am + _O + + W W + + N rr^j IN Z N N +, C> I Z--K� 10 11 12 13 358 356 354 352 350 358 356 354 352 350 LEGEND: LEGEND: (CONT.) LEGEND: (CONT.), ABBREVIATIONS R1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: ---------------------- PROPOSED SAWCUT LIMIT UNE FL FLOWLINE POVC POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE "R1-1" -STOP "W31(CA)" -END is FURNISH &INSTALL TRAFFIC SIGNAL CONDUIT "R6-1" ONE WAY "W14-1" - DEAD END ELEV ELEVATION EVC END VERTICAL CURVE - 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 A R3 -5R" - RIGHT TURN ONLY "W1-6" - SINGLE ARROW Ic FURNISH & INSTAL INTERCONNECT CONDUIT BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE "R4-7" - KEEP RIGHT "W1-1" - CURVE ARROW TE3 1�5 Tgs FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT EC END CURVE TC TOP OF CURB "R81(CA)" - BIKE LANE "W3-3" - SIGNAL AHEAD 1R3=N0. 3 1JS2 SIZE TI25=N0. 5 SIZE TR6=N0. 6 SIZE PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT "R1-2" - YIELD "W11-2" - PEDESTRIAN TRAFFIC OF VERTICAL CURVE FC FINISH CONCRETE "W16 -7p" - DIAGONAL ARROW PLAQUE O1 CURVE NUMBER FOR CURVE DESCRIPTION FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. - - STORM DRAIN -REFER TO SEWER &STORM DRAIN PLANS �1 TAPER NUMBER FOR TAPER DESCRIPTION EXISTING SURVEY MONUMENT Q 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. CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS 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 & INSTAL_ STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. SO SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. AS APPLICABLE, TO BE PAINTED (REFERENCE DETAIL SHEET 14) FURNISH &INSTALL ALLEY LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. © SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. CALTRANS TYPE I ARROW (REFERENCE DETAIL SHEET 14) AS APPLICABLE, TO BE PAINTED TRACT BOUNDARY CALTRANS TYPE VII ARROW soon Now UNIT BOUNDARY AS APPLICABLE, TO BE PAINTED CAL -TRANS TYPE VI ARROW CONSTRUCTION NOTES: O1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. 12 CONSTRUCT PASSING AREA PER DETAIL ON SHEET 8. NOTES O2 CONSTRUCT 4' STANDARD SIDEWALK PER C.O.B. STD. ST -3. 13 CONSTRUCT ALLEY ROLL-TOP CURB PER 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN DETAIL ON SHEET 16. IMPROVEMENTS AND DETAILS. O3 CONSTRUCT HANDICAP RAMP PER DETAIL ON SHEET 2. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OCONSTRUCT ON-SITE CURB WITH 12" TOTAL CURB HEIGHT AND 14 CONSTRUCT ALLEY FLUSH CURB PER DETAIL ON SHEET 16. OVER 0.40' CL. II AGG. BASE OVER 0.50' COMPACTED O.G. TO 4 6" CURB FACE PER DETAIL ON SHEET 2. " CROSSWALK LINES USING THERMOPLASTIC PAINT PER BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. PAINT 12 �5 CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3. 15 CALTRANS STANDARD SPECIFICATION 8010-21C-19. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS ® PAINT 12" SOLID WHITE LINE USING THERMOPLASTIC PAINT PER PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER. 16 CALTRANS STANDARD SPECIFICATION 8010-21C-19. 4. ADJUST EXISTING SEWER MANHOLES TO FINISHED GRADE. OPAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. 17 PAINT 12" DOTTED WHITE LINE USING THERMOPLASTIC PAINT PER 5. EXISTING POLES TO BE RELOCATED. CALTRANS STANDARD SPECIFICATION 8010-21C-19. ® 6. ALL DRAIN INLETS TO BE CHRISTY U23 CATCH BASIN WITH CONSTRUCT TYPE "M' MEDIAN CURB WITH 14" TOTAL CURB ! ALHAMBRA FOUNDARY A2012 BICYCLE PROOF 24"x24" GRATE. HEIGHT AND 71/2 CURB FACE. CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. SECTION DESIGNATION: 90 COMPACT SUBGRADE TO 90% OF MAX. TO 12" BEYOND SECnoN LETTER GUTTER LIP TO A DEPTH OF 12 CONSTRUCT 16'-20' WIDE ALLEY PER C.O.B. STD. ST -12. PAVEMENT TO BE 0.15' TYPE "B" COLORED A.C. 2 1 SHEET WHERE SECTION IS SHOWN (COLOR TO BE DETERMINED) OVER 0.15' TYPE "B" A.C. (BLACK) 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 4' WIDE VALLEY GUTTER PER C.O.B. STD. ST -17. 11 PAVEMENT TO BE 0.50' PORTLAND CONCRETE CEMENT OVER 0.40' CL. II AGG. BASE OVER 0.50' COMPACTED O.G. TO 90% OF MAX. i N LINCOLNSHIRE DR. ALLEY "P" SHEET 2 SEE LEFT 1126' 126'! 00 -1 J U N 2 o 0 0' I 11 117' , 7' 1 '� `` oo I I `` o oo II ' tli 1 0 N 26 -_- 1 5' I+ 1 N~ J °D I I n r� III 1 III I '� U � d J -� If 5' oc� N r7 U Ici Q M �_ M y III I zsi r- 11 _ II II III I� 111 11 11 Z4 N w N IM 28 M) > M 29 > M III �II 9 I 1 J� + W 27 N � � oo � a, )H Ili,Q 9 1+ Lo +I W ± W + 25 ' "' ( aW Q I o 1- �I I i i ,�°' A.P. - ELEV.=354.81 F.L. o, d Q 1' LANDSCAPE Q a f¢- p d ° I II R ' I Q1 w F- EASEMENT ¢ '� ¢ �' III STA. 12+12.31, C.L. 10.00LT. 11 R -1 I N - INTERSECTION l i _- il' R Q STA. 10+00.00, C.L.i i - _ 140114 42 E 11 12+00 ALLEY -P- STA. P - - - BEGIN ALLEY PAVEMENT " ' 0 STA. 12+32.31, C.L. STA. 10+09.00_ C.L. ; a, 11 2 4 h' 1 I 11 1' LANDSCAPE I II�( UNIT BOUNDARY 1' m IM EASEMENT MI II ' S STA. 12+22.31, C.L. o `` Irn �I o o ' A.P. - ELEV.=354.81 F.L. ;j � %Z I N¢ 32I+ 31 ±Iiz 30 of iii I iii STA. 12+12.31, C.L. 10.00RT. 24 11 �� 1 coc�� d ci v III III Q t- F M _ M _ Til IIII (� II 1 '��N>N IN NI li II III III _-- 1 r -•-op >M II rl I I 1 JAN WN Jco JO 7 z olcli + ( Iw+ W+Ig0'1011 ¢If W ¢ Q LINCOLNSHIRE DR. o W; W; Q N Q NALLHEET 3 EEI(�FP" ALLEY "Q" 1 SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL a M ul M p7 362 M M 360 358 356 354 352 11 I Jco 12 � �,M aow00 ZM-cq 1 I p 11 16 N co Lo N N 0) IMIltm Fo d •- d •- co z ao o- U O d M Lo M Lo r7 M M Q �F = o I M- U 0 17MEMENIMIN R o .. W N C3 N �� fl� C3 N oW �m N W W I- in W N w NMI m R " Q w Q M m o W m U V W . !! R !! ALLEY Q - a m 4 U -2 Z J a '64 SCALE: 1 = 50 HORIZONTAL FN - I ^W Lz o W I 1" = 5' VERTICAL z N .-4 ME gU--' 11& NINE IN 10 11 12 13 358 356 354 352 350 358 356 354 352 350 LEGEND: LEGEND: (CONT.) LEGEND: (CONT.), ABBREVIATIONS R1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: ---------------------- PROPOSED SAWCUT LIMIT UNE FL FLOWLINE POVC POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE "R1-1" -STOP "W31(CA)" -END is FURNISH &INSTALL TRAFFIC SIGNAL CONDUIT "R6-1" ONE WAY "W14-1" - DEAD END ELEV ELEVATION EVC END VERTICAL CURVE - 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 A R3 -5R" - RIGHT TURN ONLY "W1-6" - SINGLE ARROW Ic FURNISH & INSTAL INTERCONNECT CONDUIT BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE "R4-7" - KEEP RIGHT "W1-1" - CURVE ARROW TE3 1�5 Tgs FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT EC END CURVE TC TOP OF CURB "R81(CA)" - BIKE LANE "W3-3" - SIGNAL AHEAD 1R3=N0. 3 1JS2 SIZE TI25=N0. 5 SIZE TR6=N0. 6 SIZE PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT "R1-2" - YIELD "W11-2" - PEDESTRIAN TRAFFIC OF VERTICAL CURVE FC FINISH CONCRETE "W16 -7p" - DIAGONAL ARROW PLAQUE O1 CURVE NUMBER FOR CURVE DESCRIPTION FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. - - STORM DRAIN -REFER TO SEWER &STORM DRAIN PLANS �1 TAPER NUMBER FOR TAPER DESCRIPTION EXISTING SURVEY MONUMENT Q 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. CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS 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 & INSTAL_ STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. SO SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. AS APPLICABLE, TO BE PAINTED (REFERENCE DETAIL SHEET 14) FURNISH &INSTALL ALLEY LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. © SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. CALTRANS TYPE I ARROW (REFERENCE DETAIL SHEET 14) AS APPLICABLE, TO BE PAINTED TRACT BOUNDARY CALTRANS TYPE VII ARROW soon Now UNIT BOUNDARY AS APPLICABLE, TO BE PAINTED CAL -TRANS TYPE VI ARROW CONSTRUCTION NOTES: O1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. 12 CONSTRUCT PASSING AREA PER DETAIL ON SHEET 8. NOTES O2 CONSTRUCT 4' STANDARD SIDEWALK PER C.O.B. STD. ST -3. 13 CONSTRUCT ALLEY ROLL-TOP CURB PER 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN DETAIL ON SHEET 16. IMPROVEMENTS AND DETAILS. O3 CONSTRUCT HANDICAP RAMP PER DETAIL ON SHEET 2. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OCONSTRUCT ON-SITE CURB WITH 12" TOTAL CURB HEIGHT AND 14 CONSTRUCT ALLEY FLUSH CURB PER DETAIL ON SHEET 16. OVER 0.40' CL. II AGG. BASE OVER 0.50' COMPACTED O.G. TO 4 6" CURB FACE PER DETAIL ON SHEET 2. " CROSSWALK LINES USING THERMOPLASTIC PAINT PER BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. PAINT 12 �5 CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3. 15 CALTRANS STANDARD SPECIFICATION 8010-21C-19. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS ® PAINT 12" SOLID WHITE LINE USING THERMOPLASTIC PAINT PER PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER. 16 CALTRANS STANDARD SPECIFICATION 8010-21C-19. 4. ADJUST EXISTING SEWER MANHOLES TO FINISHED GRADE. OPAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. 17 PAINT 12" DOTTED WHITE LINE USING THERMOPLASTIC PAINT PER 5. EXISTING POLES TO BE RELOCATED. CALTRANS STANDARD SPECIFICATION 8010-21C-19. ® 6. ALL DRAIN INLETS TO BE CHRISTY U23 CATCH BASIN WITH CONSTRUCT TYPE "M' MEDIAN CURB WITH 14" TOTAL CURB ! ALHAMBRA FOUNDARY A2012 BICYCLE PROOF 24"x24" GRATE. HEIGHT AND 71/2 CURB FACE. CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. SECTION DESIGNATION: 90 COMPACT SUBGRADE TO 90% OF MAX. TO 12" BEYOND SECnoN LETTER GUTTER LIP TO A DEPTH OF 12 CONSTRUCT 16'-20' WIDE ALLEY PER C.O.B. STD. ST -12. PAVEMENT TO BE 0.15' TYPE "B" COLORED A.C. 2 1 SHEET WHERE SECTION IS SHOWN (COLOR TO BE DETERMINED) OVER 0.15' TYPE "B" A.C. (BLACK) 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 4' WIDE VALLEY GUTTER PER C.O.B. STD. ST -17. 11 PAVEMENT TO BE 0.50' PORTLAND CONCRETE CEMENT OVER 0.40' CL. II AGG. BASE OVER 0.50' COMPACTED O.G. TO 90% OF MAX. i N LINCOLNSHIRE DR. ALLEY "P" SHEET 2 SEE LEFT 1126' 126'! 00 -1 J U N 2 o 0 0' I 11 117' , 7' 1 '� `` oo I I `` o oo II ' tli 1 0 N 26 -_- 1 5' I+ 1 N~ J °D I I n r� III 1 III I '� U � d J -� If 5' oc� N r7 U Ici Q M �_ M y III I zsi r- 11 _ II II III I� 111 11 11 Z4 N w N IM 28 M) > M 29 > M III �II 9 I 1 J� + W 27 N � � oo � a, )H Ili,Q 9 1+ Lo +I W ± W + 25 ' "' ( aW Q I o 1- �I I i i ,�°' A.P. - ELEV.=354.81 F.L. o, d Q 1' LANDSCAPE Q a f¢- p d ° I II R ' I Q1 w F- EASEMENT ¢ '� ¢ �' III STA. 12+12.31, C.L. 10.00LT. 11 R -1 I N - INTERSECTION l i _- il' R Q STA. 10+00.00, C.L.i i - _ 140114 42 E 11 12+00 ALLEY -P- STA. P - - - BEGIN ALLEY PAVEMENT " ' 0 STA. 12+32.31, C.L. STA. 10+09.00_ C.L. ; a, 11 2 4 h' 1 I 11 1' LANDSCAPE I II�( UNIT BOUNDARY 1' m IM EASEMENT MI II ' S STA. 12+22.31, C.L. o `` Irn �I o o ' A.P. - ELEV.=354.81 F.L. ;j � %Z I N¢ 32I+ 31 ±Iiz 30 of iii I iii STA. 12+12.31, C.L. 10.00RT. 24 11 �� 1 coc�� d ci v III III Q t- F M _ M _ Til IIII (� II 1 '��N>N IN NI li II III III _-- 1 r -•-op >M II rl I I 1 JAN WN Jco JO 7 z olcli + ( Iw+ W+Ig0'1011 ¢If W ¢ Q LINCOLNSHIRE DR. o W; W; Q N Q NALLHEET 3 EEI(�FP" ALLEY "Q" 1 SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL a M ul M p7 362 M M 360 358 356 354 352 362 360 358 356 i 354 352 10 11 I Jco 12 � �,M aow00 ZM-cq 1 I p 11 16 N co Lo N N 0) ^ Fo d •- d •- co z ao o- U O d M Lo M Lo r7 M M Q �F = o I M- U 0 17MEMENIMIN R o .. W N C3 N �� fl� C3 N oW �m N W W I- in W N w �- m R " Q w Q m a m o W m U V W . !! R !! ALLEY Q - a m 4 U -2 Z J a '64 SCALE: 1 = 50 HORIZONTAL FN - I ^W Lz o W I 1" = 5' VERTICAL z N .-4 ME gU--' 11& NINE IN ME NONE Imimim m am 362 360 358 356 i 354 352 10 11 I Jco 12 � �,M aow00 ZM-cq 1 I p 11 16 N co Lo N N 0) ^ Fo d •- d •- co z ao o- U O d M Lo M Lo r7 M M Q �F = o I M- 362 360 358 356 354 352 - 10 11 362 360 358 356 354 352 12 0) W r^j I Jco O � �,M aow00 ZM-cq 1 I p 11 16 N co Lo N N 0) N --, m-131mmmm CD co z ao o- U O d 6 Z O J I�N w o Q �F = o I M- U 0 17MEMENIMIN R o .. W N C3 N �� fl� C3 N oW �m N W W I- in W N w �- m R " Q w Q m a m o W m U V W . !! R !! ALLEY Q - 4 U -2 Z J a '64 SCALE: 1 = 50 HORIZONTAL FN - I ^W Lz o W I 1" = 5' VERTICAL z N .-4 oc ad IN ME NONE Imimim 352 - 10 11 362 360 358 356 354 352 12 0) W r^j I Jco O � �,M aow00 ZM-cq 1 I p 11 16 N co Lo N N 0) N --, Lu CD co z ao o- U O d 6 Z O J I�N w o Q �F = o I W U 0 R o .. W N C3 N �� fl� C3 N oW �m N W W I- in W N w �- m R " Q w Q m a m o W m U V 07 -N-14 v7 -N-14 U vIrmir 1 DALWOOD ST.VALDENA ST. "GOSFORD 4" 38x12 SHEET 6 SHEET 3 � �, !jN (,y PHILLIPS - ABAND. l I; ` o w o I I -j o I o F- 0 1 w 11 ' I/ � ` II �� ', LZo L':� o �q ( 11 O to 1 1 3 i II �-' roJl 1�� M- 1 ¢w J �-' 1 r zl " 7 �i ,h ci � ci 1v vi „ v � ti �l �� � M ci 1 w3 0 �I w 1 If Lu 0 0 0 o u o 0 0 0 r J --- s88.4 18 E II J 40 W I� 39 �I > 38 W oI 37 =� o14 �; I of I' W M J CO CO In W O J W i o0 w O I p7I �ccr) II I o W o1+ +Iw + W N c+li Z' " I `2 I I) C) ♦ z 1 _ ��nn 5 I i� ' i T 7' > � �I CL 12' WIDE CROSS GUTTER 3 I w N 6 N p m N Ia- m N o i I _� STA. 10+21.00, C.L.' I 3 - _ _ _ _ R N " N _ _ _ `" o W N 3 1 � I 30 - - - - - � I 11 00 . � 2+00 1 i I 3 S88'45'18'E �- 312.00 0 11 15 z Ek INTERSECTION 5' N STA. 10+00.00, C.L.6' 26' i v J a �k, ; 58 3 ' ij rE INTERSEC110N 1 17' 1 Of � I o 00 l rn °O o 1 a it 5' i j STA. 13+12.00, C. L o 25 w O J o lr cn1 h J (w o 3�` o~ o II R I I w I I °° °° °° + + U + „i`' °° �} ^ °° 117 I 17' I j O r7 Of M 33 I� 34 ^I > 0 35 �� �M c 126' 26' I 31 I I� II it I¢- w cD ¢ rn OC9 - - j N r II w oo Ii o IN cnI W �j cni II oo I -T �> oo ; ¢ it > IZ II W r^j I Jco I , � �,M aow00 ZM-cq 1 I p 11 16 N O M N N (n U r7.1 J Q Lu M I' Q o- U O I' O W I�N IW" 07 -N-14 v7 -N-14 U vIrmir 1 DALWOOD ST.VALDENA ST. "GOSFORD 4" 38x12 SHEET 6 SHEET 3 � �, !jN (,y PHILLIPS - ABAND. l I; ` o w o I I -j o I o F- 0 1 w 11 ' I/ � ` II �� ', LZo L':� o �q ( 11 O to 1 1 3 i II �-' roJl 1�� M- 1 ¢w J �-' 1 r zl " 7 �i ,h ci � ci 1v vi „ v � ti �l �� � M ci 1 w3 0 �I w 1 If Lu 0 0 0 o u o 0 0 0 r J --- s88.4 18 E II J 40 W I� 39 �I > 38 W oI 37 =� o14 �; I of I' W M J CO CO In W O J W i o0 w O I p7I �ccr) II I o W o1+ +Iw + W N c+li Z' " I `2 I I) C) ♦ z 1 _ ��nn 5 I i� ' i T 7' > � �I CL 12' WIDE CROSS GUTTER 3 I w N 6 N p m N Ia- m N o i I _� STA. 10+21.00, C.L.' I 3 - _ _ _ _ R N " N _ _ _ `" o W N 3 1 � I 30 - - - - - � I 11 00 . � 2+00 1 i I 3 S88'45'18'E �- 312.00 0 11 15 z Ek INTERSECTION 5' N STA. 10+00.00, C.L.6' 26' i v J a �k, ; 58 3 ' ij rE INTERSEC110N 1 17' 1 Of � I o 00 l rn °O o 1 a it 5' i j STA. 13+12.00, C. L o 25 w O J o lr cn1 h J (w o 3�` o~ o II R I I w I I °° °° °° + + U + „i`' °° �} ^ °° 117 I 17' I j O r7 Of M 33 I� 34 ^I > 0 35 �� �M c 126' 26' I 31 I I� II it I¢- w cD ¢ rn OC9 - - j N r II w oo Ii o IN cnI W �j cni II oo I -T �> oo ; ¢ it > IZ II W r^j I Jco I , � �,M aow00 ZM-cq 1 I p 11 16 N M M N CC > wCD Lo 'oM W M I' >cn W >: W <% O I' O W I�N IW" -' = o I W R DALWOOD ST. SHEET 6 W N C3 N �� fl� C3 N oW �m N VALDENA ST. SHEET 3 W N w �- m R " Q I V U a W !! R !! ALLEY Q 4 U -2 Z J a SCALE: 1 = 50 HORIZONTAL FN - ^W Lz o W I 1" = 5' VERTICAL z N .-4 oc ad 360 358 356 354 352 350 L � M M co Lo � co c M M N .d: > to Lo 'oM W M w >cn W >: W <% O J O W W st w L J W W W .W.I � J L � M M co Lo � co p7 M M >� > >� j W W� w W M >: W <% O O O j O L � M M � R Lo Lo O M M Lu W >� M J J 4 d3 r7 W Lo >: W <% O p J W W 10 11 12 13 360 ,/ / 358 356 354 350 ^' Op rcA f 2-1 1 �L 'RD RN* � R O Lu F J a� Q I �✓ w 1� R CL O � ` w .W.I � J tea W N w m R " Q Z R ~ ct Q 4 U -2 Q FN - W I W T `� z N in . N ME NONE Imimim IN wi� MEN Em 10 11 12 13 360 ,/ / 358 356 354 350 ^' Op rcA f 2-1 1 �L 'RD RN* � R O Lu F J a� Q I �✓ w 1� R CL O � ` w .W.I � J tea W N w m R " Q Z R ~ ct Q 4 U -2 Q FN - W I W T `� z N in . N