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HomeMy WebLinkAbout1.1-7161 2 & 5 Record DrawingsA.C. PAVING TESTING NOTES: SP7-39.01 7-1. ASPHALT CONCRETE (TYPE 'B'). Asphalt concrete shall be Type A (modified) for all arterial and collector streets and Type B (modified) for local streets and shall conform to the provisions in Section 39, "Asphalt Concrete," of the Standard Specifications and these special provisions. Prior to the addition of asphalt binder, the combined mineral aggregate for Type A (modified) or Type B (modified) asphalt concrete shall conform to the requirements of Section 39-2.02, "Aggregate," of the Specifications for 3/4" maximum, medium grading. Asphalt binder for Type A (modified) asphalt concrete sholl, be AR-8000 viscosity graded asphalt, unless otherwise directed by the Engineer. Asphalt binder for Type B (modified) asphalt concrete shall be AR-4000 viscosity graded asphalt,, unless otherwise directed by the Engineer. The asphalt binder shall conform to the requirements in the table for "Steam- Refined Paving Asphalts," in Section 92-1-02, "Grades," of the Standard Specifications. Men directed by the City Engineer, aggregate conforming to any of the grading requirements in Section 39-2.02, "Aggregate", of the Standard Specifications shall be used to surface intersections, topers, and other areas where thin layers of asphalt concrete are being constructed. The amount of asphalt binder to be mixed with the mineral aggregate shall be determiner by the Contractor in accordance with California Test Method 367 using samples of materials proposed for use in the work. The amount of asphalt binder shall be approved by the Engineer. At least 14 days prior to the start of work, the Contractor shall submit the following for the engineer's review and approval: 0. A list of aggregate and asphalt sources. b. Documentation verifying that the aggregates to be Incorporated in the work conform to the requirements of Section 39-2.02, "Aggregate," of the Standard Specifications and these special provisions. Material sieve analysis and sand equivalent test results should not be older than six (6) months. All other test results should not be older than one (1) year. C. An asphalt concrete mix design determined in accordance with California Test 367. Laboratory test results on which the design is based shall be submitted with the mix design along with the theoretical maximum density of the design mixture as determined by ASTM D2041. The asphalt concrete mix shall meet the requirements of Section 39-2.02, "Aggregate," of the Standard Specifications and these special provisions. If the data submitted shows that the materials are substantially the some as when the design was prepared, the design may be up to three (3) years old. The i. 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 sow cut. A prime coat will not be required on non-paved areas to be surfaced prior to the placement Of asphalt however, all other requirements of Section 39-4.01, "Subgrade," of the Standard Specifications shall be met. The area to which point binder has been applied shall be closed to public traffic. Core shall be taken to ovoid tracking binder material onto the existing pavement surface beyond the limits of construction. Paving joints shall match stripe locations unless otherwise permitted by the Engineer. Inter-sections and tapered shoulders shall be surfaced as directed by the Engineer. Additional asphalt concrete shall be placed at road connections and private drives, where shown on the plans and as directed by the Engineer, and hand raked, if necessary, and compacted to form smooth, tapered connections. The field density of compacted asphalt concrete shall be determined by. a. A properly calibrated nuclear asphalt testing device in the field, or b. ASTM D1188 when slabs or cores are taken for laboratory testing. Zinc stearate may be substituted with paraffin. In case of dispute, method b above shall be used. Mere the compacted thickness of a layer of asphalt concrete is 0.15 foot or less, paving operations shall be conducted in such a manner that, at the end of each work shift, the length of pavement along the longitudinal drop-off between adjacent [ones Is not greater than that which can be surfaced during the following shift of normal paving operations. Additional asphalt concrete shall be placed along the transverse drop-offs on each lone. 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 bond breaker, may be placed conforms to facilitate the removal of the conforms when paving operations resume. Where the compacted thickness of a layer of asphalt concrete is more than 0.15 foot, paving operations shall be conducted in such a manner that the layer of asphalt concrete is placed on all contiguous lanes of the traveled way before the lanes are opened to public traffic. At the end of each work shift, the distance between the ends of a layer of asphalt concrete on adjacent lanes shall not be greater than 10 feet. Additional asphalt concrete shall be placed along the transverse drop-offs on each lone and along the longitudinal drop-off between adjacent lanes. Such additional asphalt concrete shall be hand raked and compacted to form temporary conforms before the lanes are opened to public traffic. Kraft paper, or other approved bond breaker, may be placed under the conforms to facilitate the removal of the conforms when paving operations resume. Asphalt concrete shall be compacted to a minimum 92 percent of the maximum theoretical density as determined by ASTM D-2041. In-place density shall be determined in accordance with California Test 375. If the in-place density of any lot of asphalt concrete Is less than 92 percent or greater than 94 percent of the maximum theoretical density, the contractor will be advised that the required relative compaction Is not being attained and that the materials or procedures or both, K needed, need adjustment. Asphalt concrete spreading operations shall not continue until the Contractor has notified the City Engineer of the adjustment that will be made in order to meet the required compaction. If any successive test after notice is given does not meet the specified range, the asphalt concrete represented by that lot shall be removed and replaced with material that meets the in-place density requirements. If the test results for any lot of asphalt concrete 'Indicate that the relative compaction is either her less than 90% or more than 967% the asphalt concrete represented by that lot shall be removed and replaced with material that does meet the in-place density requirement. The corrective work shall be at the Developer's expense. The Contractor should be aware of existing sewer and storm drain manholes within the roadway. If the finished surface of the asphalt concrete does not meet the specified surface tolerances, it shall be brought within tolerance by either-, (1) abrasive grinding with equipment utilizing diamond blades, (2) removal and replacement, or (3) placement of an asphalt concrete overlay. The method will be selected by the Engineer. The corrective work shall be at the Developer's expense. If abrasive grinding is used to bring the finished surface to specified surface tolerances. additional grinding shall be performed, as necessary, to enlarge the grinding area so that the longitudinal limits of grinding are at a constant offset from, and are parallel to, the nearest lone line or pavement edge, and the transverse limits of grinding are normal to the pavement centerline. All ground areas shall be neat rectangular areas of uniform surface appearance. Abrasive grinding shall conform to the requirements in the first paragraph and the lost four paragraphs of Section 42-2.02, "Construction" of the Standard Specifications. A fog seal coat shall be applied to ell 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. LIST OF MATERIALS ITEM UNIT PHASE 1 HASE 2 PHASE 3 PHASE 4 PHASE 5 TOTAL A.C. PAVING TONS 614 29 966 112 74 1795 CL. 11 AGG. BASE CUYD 628 29 987 115 75 1834 SUBGRADE PREPARA11ON SQYD 2354 110 3702 430 282 6878 CURB AND GUTTER LF 1214 59 2037 2161 1394 6865 6 FIT CURB LF _1251 59 1764 2163 1345 6582 SIDEWALK SOFT 9.244 1924 14006 14420 10956 50550 DRIVEWAYS SQFT 4704 4704 5040 5880 5040 25368 STANDARD STREET NAME SIGNS EA -4 — 8 4 3 19 5800 LUMEN STREET LIGHTS EA 3 5 5 4 17 MONUMENT ENCASEM*ENTS EA -5- 8 2, 5 20 -1 OCAL STREET q LENGTH _1LF 2528 2775 -T 1957 - 1782 1421 T -10457 STANDARD NOTES 1. ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS AND SPECIFICATIONS OF THE CITY, OF BAKERSFIELD. 2. THE FOLLOWING CITY OF BAKERSFIELD STANDARDS SHALL BE CONSIDERED PART OF THESE PLANS: ST-1, ST-3, ST-4, ST-6, ST-7, ST-9, ST-10 ST-11, ST-13, ST-18,, ST-19., D-14,, D-169 T-1 3. PAVING FOR RESIDENTIAL AND LOCAL STREETS SHALL BE: 0.20' TYPE "B" ASPHALT CONCRETE OVER 0.40" AGGREGATE BASE (PER NOTE 16) OVER 0.50" O.G.. O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST-9. 4. INSTALL STANDARD SURVEY MONUMENT FRAME AND COVER PER CITY OF BAKERSFIELD STD. DWG. ST-13. 0 TO BE INSTALLED @ EXISTING 5. INSTALL TRAFFIC CONTROL SIGNS INSTALL STANDARD STREET NAME SIGNS PER C.O.B. STD. T-1 INSTALL METRO SIZE STREET NAME SIGNS PER C.O.B. STD. T-1 INSTALL STANDARD STREET LIGHTS, 5800 LUMEN H.P.S.V, ON 161 POST TOP PER DETAIL HEREON. INSTALL STANDARD STREET LIGHTS, 9500 LUMEN H.P.S.V. STREET LIGHTS SHALL MATCH THOSE EXISTING IN THE VICINITY IN ACCORDANCE WITH DETAIL SHOWN HEREON, EXCEPT THAT 9500 LUMEN. 6. INSTALL TYPE "B" CURB AND GUTTER, PER C.O.B. STANDARD ST-1, ON ALL STREETS UNLESS OTHERWISE NOTED. 7. INSTALL 5' SIDEWALK ON ALL STREETS UNLESS OTHERWISE NOTED. 8. SEWER LATERAL LOCATIONS TO BE STAMPED ( S ) INTO THE CURB FACE OVER EACH SEWER LATERAL. 9. INSTALL ADDITIONAL # 3-1/2 PULL BOX FOR STREET LIGHTS AT P.G.& E. SERVICE POINT. ALL PULL BOXES TO BE INSTALLED ON A GRAVEL BED A MINIMUM OF 6" THICK. 10. INSTALL HANDICAP RAMPS PER C.O.B. STD. DWG. ST-19. 11. ALL MANHOLE AND LAMPHOLE FRAME AND COVERS SHALL BE SET 1/4" BELOW PAVEMENT GRADE. 12. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED AT LEAST 2 WORKING DAYS PRIOR TO CONSTRUCTION, 1-800-227-2600. 13. WARNING/REGULATORY SIGNS: SIGN PANELS SHALL BE MOUNTED ON POSTS WITH HAWKINS M2G SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR EQUAL. ROADSIDE SIGNS INSTALLED PER STD. T-19 SHALL BE LOCATED "THIN SIDEWALK 6*1 FROM BACK. 14. CONTRACTOR SHALL PROVIDE I SPARE STREET LT. FOR EVERY 10 INSTALLED TO CITY OF BAKERSFIELD, PUBLIC WORKS DEPT. GENERAL SERVICES DIVISION. 15. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPT. FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT-OF-WAY AND INSURANCE SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. 16. AGGREGATE BASE- AGGREGATE BASE MATERIAL FOR ARTERIAL & COLLECTOR ROADWAYS SHALL MEET THE SPECIFICATIONS FOR CLASS 2 AGGREGATE BASE (CL 2 AB) CONFORMING TO SECTION 26 OF THE STATE STANDARD SPECIFICATIONS, LATEST EDITION; HOWEVER, NO RECYCLED OR RECLAIMED MATERIAL WILL BE ALLOWED. BASE MATERIAL IN LOCAL ROADS SHALL BE EITHER CL 2 AB OR CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200-2.4 OF THE *GREENBOOK*. AGGREGATE BASE SHALL BE FURNISHED AND PLACED IN ACCORDANCE WITH THE CONTRACT PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION AND THESE DETAILED SPECIFICATIONS. AGGREGATE BASE SHALL BE GRADED TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D-1557. 17, SUBGRADE PREPARATION- THE CONTRACTOR SHALL FINE GRADE AND COMPACT STREET SUBGRADE IN ACCORDANCE WITH THE CONTRACT PLANS, CITY REQUIREMENTS AND STANDARD SPECIFICATIONS. SUBGRADE SHALL BE GRADED TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D-1557. 18. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. 0 LZgEND41 ABBREVIA11QNS r. FL FLOWIJNE 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 PI VC POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. S-29. @ EXISTING SURVEY MONUMENT FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. S-40. FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. S-40. FURNISH & INSTALL STREET LIGHT -58(X3 LUMEN PER DETAIL - SHEET 9. FURNISH & INSTALL ALLEY LIGHT -5800 LUMEN PER DETAIL - SHEET 9. R1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: *Rl-l* - STOP "W31 (CA)' - END "mR6-1" - ONE WAY *WI4-1* - DEAD END *R5-1'* - DO NOT ENTER '*WI4-2* - NO OUTLET HR26(CA)s - NO PARKING "WI-7" - DOUBLE ARROW "R3 --5R" - RIGHT TURN ONLY "WI-6" - SINGLE ARROW *R4-7" - KEEP RIGHT *W1-1* - CURVE ARROW *R81(CA)" - BIKE LANE "W3-3" - SIGNAL MEAD SIGN NUMBERS ARE FEDERAL CODES UNLESS OTHERWISE INDICATED BY (CA). (CA) INDICATES CALIFORNIA CODES. STORM DRAIN - REFER TO SEWR & STORM DRAIN PLANS 0 STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLAN CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. SEWER - REFER TO SEWER & STORM DRAIN PLANS SEWER MANHOLE REFER SEWER & STORM DRAIN PLANS. 0 SEWER CLEANOUT REFER TO SEWER & STORM DRAIN PLANS. TRACT BOUNDARY PHASE BOUNDARY PROPOSED SAWCUT LIMIT LINE TS FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT IR FURNISH & INSTALL IRRIGATION CONDUIT 1C FURNISH & INSTALL INTERCONNECT CONDUIT !83 T 5 TJ16 FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT TR3--N0. 3 1/2 SIZE TR5=NO. 5 SIZE TR6--N0. 6 SIZE CURVE NUMBER FOR CURVE DESCRIPTION 17EW OF WORK - SEE SCHEDULE CITY KERN COUNTY CALIFORNIA STREET CONSTRUCTION PLANS FOR TRACT NO. 7161 iii 1 _4 UNITS 1 THRU 5 NOTE: 1 PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION, INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE, TELEPHONE 326-3,049 2, ALL MATERIALS SUPPLIED FOR THIS PROJECT HALL REQUIRE 'A CERTIFICATE OF COMPLIANCE STATING THAT THE REQUIREMENTS &STANDARDS SET FORTH BY THE CITY OF BAKERSFIELD HAVE BEEN MET. ,ENGINEER"S STATEMENT, THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND r)F'q1r.K1 r-PITIrPIA AND INCLUDE ALL 1kAn=^%JCkAC-k11r REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE 0 DR4ANCES, STA RIDS AND DESIGN RITERIA SHALL BE %V F1 I V I Q %7'N> 1 n r 4 E AO STA I` CORR D DU ING C S C N. 7,00 I'D 71 BEN H MARK, 6 TOP OF CONCRETE MONUMENT AT THE > NORTHEAST CORNER OF SECTION 12, 30/26. ELEVATION = 364.075 (U,S.G.S. DATUM) l''/ -� 9 fz, PER TRACT 5863, BK. 43; PG. 919 O.R. APPROVED 8 R ER A. McINTOSH R.C.E. -33322 DATE R log .4 2 4 2 EXP. 6-30-10 Z F- LU 5 Ile AS S A GS < 6 IN ACCORDANCE WITH THE CONDITIONS OF THE VESTING TENTATIVE MAP, THE % IMPROVEMENT PLANS HAVE BEEN REVIEWED BY THE CITY OF BAKERSFIELD 4�V THE BEARING OF N01*14'42"E SHOWN FOR CUP PUBLIC WORKS DEPARTMENT. ALL IMPROVEMENTS INDICATED AS "PRIVATE" THE CENTERLINE OF SOUTH ALLEN ROAD ID170 TPAf%T IZ*7171 HKIIT-r-. DC-r%nDr%C-r% IKI HEREIN ARE PRIVATE AND ARE TO BE PRIVATELY MAINTAINED, 6 4 ---r- MARSEN STREET MAP BOOK 51 PAGES 66-67 WAS USED AS 14 15 16 0 ..► THE BASIS OF BEARINGS SHOWN HEREON, UNff I X .+� n, 1 23 9� 13 1 12 1 11 1 10 1 9 R D APPROVED B -0`RAUL M. ROJAS Z2 Y,*. _T MEDALIJON DRIVE 2 19', 1 � � 4 3 2 i 1 a 0 DED"Im 70 WE L C.". PER W. 1-40, MMUM VATW REVIEWED BY: Z 19 IrtW 3 6 7 8 9 7 'F" 5 NNW f -Sh REVIEWED BY: 1 R LANEn n npivr 1 1 0 1 1 11 1 I 14 15 1 !81 t 1 1 -- J 2 2 13 16 -8 4mm NNW Ul ��. 3 1 12 1 Io 17 3 LO CL. 26) 4 11 >- 18 0 < 'F- Mno UW 4 J TRACT NO, 6223 —4 ACC. - 5 10 Ca 19 UNIT 1 KEY MAP PARK NO, I b 4 PRIVA FE SCALE: 1"=200" 6 9 CO 20 1 6 7 8 i 21 . TL IV UK GAS NPELINE EASEMENT 22 N 1 FAOO P.G.&• PR SOM 1670, PARKERHILL DRIVE 5 PARKERHILL DRIVE UJ 21 _K 1 1 2 1 3 4 1 5 1 6 20 17 4 5 ""memo. 9 ALLEY _J 15 14 1 PA ?�ERHJLL yr - x1i Lo 12 11 1 10 1 8 1 f,) DRI VE Ca 9 7 10 9:r Z� I I C44 (n is C, 2 2 b- I C) in moo Cn f 9 8 7 TRA(CT I (n i4 I 'T 4 S'DLUROOK DRIVE 0 LAJ 3 8 13 1 14 1 15 1 20 9 UW 2 12 UN. 16 1 17 i 18 1 9 1 W40, 39 4 < MIN 1 2 + 30 aim f 27 1 26 1 25 1 24 1 23 1 2 1 21 5 6 13 1 14 1 15 28 a 3 15 b V) __J __A -17 RON NM mama oft Z_ f 32 n N-f T PRIVA f E IN 4 PARK NO. 2? 7 1 LINCOLNSHIRE DRIVE r- I LiNCOLNSHIRF DRIVE 7 TRAcT No., 62239 1 i J 0 26 8 t�TRACT NO. 6 2 2 31 1 A 14 B 25 UNIT 7 10 M OF 8"EWIEdb nf? 7_ UNIT 4 "a F"MOM am. D W D H—E Is— WHITE LANE— WHITE LANE 4—rMft XWft EASM111 C&M-M WON– ARVIMLLAI CnE WO OF OMMAMD, DAYEV 7/06/1M DOCUMENT NO, OM0234W PER DOC J 01"00M. aR. DATED FEBRUARY ?9. 20M C!) DENOTES SHEET NUMBER FOR STREET SECTION DESIGNATION: SECTM LETTER 2 SHEET WERE SECTION IS SHOW INDEX OF SHEETS. SHEEI 11bE 1. COVER SHEET 2, BARROWBY STREET LW 4dr, (STA. 10+00.00 TO STA. 24+00,00) 3, BARROWBY STREET Ui (STA, 24+00.00 TO STA. 31+89.72) 4. MARSDEN STREET & STILLBR001C DRIVE 5, LANESFlELD DRIVE & PARKERHILL DRIVE 6, LINCOLNSHIRE DRIVE & MEDALLION DRIVE 7. OAKLEY STREET (STA, 26+26,09 TO STA. 35 +6205) 8* MANDALAY PLACE 9, ALLEY *E", ALLEY "In &ALLEY *K* LL'r' W y OAKLEY STREET do JULESBERG STREET PUBLIC WORKS DIRECTOR DATE R.C.E. 39880 EXP, 12-31-09 ASSISTAT PUBLIC WORKS DIRECTOR ............ Ir/ (2 TRAFFIC ENGINEER - TYPICAL BASIN LOCATION AT N.T.S. 0 00 N 440 z cr cn Ifs 0 #07 04 0 LW 4dr, as 00 7ic X Ui as 0 0 Z _J LLJ W V. 0 0 Cn z W 0 LL_ W LL. do it 00 co Aft a POMM4 UJ Cif LL'r' W y —W Ifs 0 #07 04 LW 4dr, as > 7ic X Ui as Ifs 0 0 Ui as Aft a POMM4 UJ —W > C> �0 ti cry cr) Z C) 0 4c (-> uu W 0: M tn C6 LU o Cn CC C) (n C> OCR CN L "C:> 0 R B-1. R U.. 4; ET as Aft a POMM4 UJ —W > C> �0 cr) 4c N A L K R B-1. R U.. 4; ET as 4 TRACT 1\10, 6223 U 1\1 IT 7 rz , t R V { Z a� 18" DRAIN R=1226.00' TRACT BOUNDARY, LINCOLNSHIRE DRIVE ' SEE SHEET 6-? w CURVE TABLE CURVE RADIUS LENGTH 1 TANGENT 1 DELTA 1 t 25-00' 18.07' 9,45' 41 *24035" 2 27,00' 39.03' 23.81' 82'009" 3 10.00' 7.95 4.20' 4534'23" W 25.00' 39.27' 25.00' 90m'00" (D 25.00' 1&06' 9.45' 41724'35" N M W 358 P N t 1 +„ 358 • 6 E� S W in ` c qq S 354 �„...a,,, :.,._....,. ,. �.,._.,._.. �. �._._.__....,,... �,.. �,_-,.,_.-..,.,. �..-..,_..,-. Y....,.,.,.. �. �..,...... �._,,..._...... �..._.. J,_,._ ...................... �j .,.. >,..,..�._.,,.,,_,..,,..... f E 352 i g i s t I r ( 7 f 350 _.._..,_ �_-.. o..,.... �..,... �....,._ �... �. �._.. �.., �...... �.._.._..._ s.._..,.. x.....ti,,. �... �.__:_., .�...._.�_.__...._..�,.._....._ � ,. o...._.__-. w._.__._.._.._, ..�,.,._....Y.......,,...._._.� 11+00 UNff s APPROXIMATE EXISTING} GROUND 0 CENTERLINE S=O. 12 +00 13+00 -q 14 +00 i s1, 12" WIDE * GROOVED LEGELM: ( BORDER M PLANTER NOTE AREA QbLQ'�d0 4 �4�©ii0-pb�CbSQt3 R1 QdOF a 4 Q o c owo L t1 b A t7 Q '''1� t� d 0 d 0 t? loo 0 0 0 00 000 0000 00 00 Q d J ? d0 #d dQ 0 0 C 0 0 b ? 0 d b 0 0 00 0 0 30 0 00 0 0 0 0 0 00 & PLANTER 0 0 0 0 0 0 0 bQi dU QCOtQ? QQ C Q 0Q C0 Qd td QC b O 0 O 0Q 0 0 0 0 0 0 0 0 000000 000QQQdd000Qda 004 Y 0000 000000000 d 0 000000000 0 000000° fi" CON(. RETAINING 0°° CURB W CURB M W TRUNCATED W w DOMES „ CON C. W CURB 1Ji'Y >W RAMP ELEVATION EVC END VERTICAL CARVE BEGIN CURB RETURN PI POINT OF INTERSECTION N. T. S. 15 +00 EXPANSION JOiNT AT SIDEWALKS. CONCRETE WALK, WHERE OCCURS. ----------- FINISH GRADE A.C. PAVEMENT - - -- R =�Y /2 r 2% N � -- __ SEE CLASS "B' CONCRETE (5 SACK) 9" EXPANSION JOINTS EA. 30' CL. 2 AGG.BASE WEAKENED PLANE JTS. EA. 15' POUR ON COMPACTED SUBGRADE S" CONCRETE CURB DETAIL N.T.S. - r'PAC`iJ KIrl A9-�)-q WEST FLOWLINE BARROWBY STREET (PRIVATE STREET) (STA. 10 +00.00 TO 24 +00.00) SCALE: 1" = 50' HORIZONTAL 1' = 5' VERTICAL 16 +00 a 17 +00 Ev VI/EST FLOWLINE. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL UNFT 4 L"ly,p U-Ito w1, B.C.R. - ELEV. =355.05 T.C. STA. 21+58.99 C.L., 12.00RT. OD co � •' LEGELM: ( tN M �? M. NOTE SL Pei R1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: J ._._ P p PROPOSED SAWCUT LIMIT LINE d.. M Y W . W W 3 Lq GD M W W W w W W J Z 1Ji'Y >W co ELEVATION EVC END VERTICAL CARVE BEGIN CURB RETURN PI POINT OF INTERSECTION to Qi Q ...= � __j .- Lo LL. w n CONSTRUCT HANDICAP RAMP PER DETAIL ON SHEET 2. ui t tD co a 'J p LLJ (CA - NO PARKING -7" - DOUBLE ARROW "R3 -5R - RIGHT TURN ONLY "W1 -6" - SINGLE ARROW FURNISH & INSTALL INTERCONNECT CONDUIT �' " CONSTRUCT ON -SITE CURB WITH 12 TOTAL CURS HEIGHT AND 6" CURB FACE P E ER DETAIL ON SHEET 2. S -Or29 t BC EC may/ P x•�- 0.fqj . lQ *R4-7* R4 -7 � KEEP RI{�--lT "1�1 -1 " - CURVE ARROW "R81(CA) - -- -- - M (n -tl. to cn W to _,.,.,s-t-y c/3 PER C.O.B. STD. D -14, UNLESS NOTED OTHERWISE. �- � ? - BIKE LANE W3-3 - SIGNAL AHEAD L- INTERCONNECT s 4. ADJUST EXISTING SEWER MANHOLES TO FINISHED GRADE PlVC POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE =N . 3 1 2 SIZE TR5 =NO. 5 SIZE TR6 =NO. 6 SIZE f I Sr EXISTING POLES TO BE RELOCATED. FC FINISH CONCRETE 16 +00 a 17 +00 Ev VI/EST FLOWLINE. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL UNFT 4 L"ly,p U-Ito w1, B.C.R. - ELEV. =355.05 T.C. STA. 21+58.99 C.L., 12.00RT. PROPOSED WEST FLOWLINE 50.001 78 +00 19 +00 20 +00 21 +00 it 1 1 TYP. �� TYP. c-� TYPICAL PASSING AREA DETAIL. SCALE: i ° =io' fi J A. ZZt4U -009 r.L• IRMAL F.L. ELEV. 353,58 TRACT 1\10. 6223 U N IT 5 UNIT 3 J C7 �` 00 JJ w O h. O 2A V) NN � � H � tt� ifs � ... 4 +00 )EWER fowlui Z Y rim F-- !8 < , I i Cd ! v- w r Y J 11 ' C, C, 5 t� n w w M M 0 M M M to M M M W W � �► � MW W Lq O w w W Cif O (n C4 CD M N N- - - N N J _ j.. _ Y = t,,� -; 358 N i- C4 d W f V m in a: w , Q. t/1 . W L1� C Vi Z d ryj 9 358 i s 354 F i ......_..mow- ...._.. _� - ..,...,._„�._- .F...... -...� ., �...,.,,._.._ .....1.,».........,r._....,..�. ,.,.,.,., .,_..,,_......._,...,.._....�.� .,.. N...._....... ,.._...d«,.w.�....,�........... _.. �.,._,»,....J.,.._.,,+# >......_..... _..,r...:.- ,,,...�;..x..,;� .._....._ w...._..._,.............. ,�..ar,_.n.....F,.,...,, <,....V ....�,.,_ „�.....r..�..._.<.. �..„,.,�... _,._. ..�......._..,.�...._.,,.._r..� 3 5 2 3DV i £ w � 22+00 w w •' LEGELM: ( M M M NOTE SL ABaEVIATIQNS R1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: J ._._ P p PROPOSED SAWCUT LIMIT LINE 't W W W . FL CL M 'C M w M Ts ' W m (d + ' + 2. LLJ ELEV BCR ELEVATION EVC END VERTICAL CARVE BEGIN CURB RETURN PI POINT OF INTERSECTION CJ '< Q s ry P 3 CONSTRUCT HANDICAP RAMP PER DETAIL ON SHEET 2. ui OVER C).4C�' CL. II AGG. BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95� RELATIVE DENSITY PER C.O.B. STD. ST -9Y ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE (CA - NO PARKING -7" - DOUBLE ARROW "R3 -5R - RIGHT TURN ONLY "W1 -6" - SINGLE ARROW FURNISH & INSTALL INTERCONNECT CONDUIT �' " CONSTRUCT ON -SITE CURB WITH 12 TOTAL CURS HEIGHT AND 6" CURB FACE P E ER DETAIL ON SHEET 2. S -Or29 t BC EC may/ P x•�- 0.fqj . lQ PROPOSED WEST FLOWLINE 50.001 78 +00 19 +00 20 +00 21 +00 it 1 1 TYP. �� TYP. c-� TYPICAL PASSING AREA DETAIL. SCALE: i ° =io' fi J A. ZZt4U -009 r.L• IRMAL F.L. ELEV. 353,58 TRACT 1\10. 6223 U N IT 5 UNIT 3 J C7 �` 00 JJ w O h. O 2A V) NN � � H � tt� ifs � ... 4 +00 )EWER fowlui Z Y rim F-- !8 < , I i Cd ! v- w r Y J 11 ' C, C, 5 t� n w w M M 0 M M M to M M M W W � �► � MW W Lq O w w W Cif O (n C4 CD M N N- - - N N J _ j.. _ Y = t,,� -; 358 N i- C4 d W f V m in a: w , Q. t/1 . W L1� C Vi Z d ryj 9 358 i s 354 F i ......_..mow- ...._.. _� - ..,...,._„�._- .F...... -...� ., �...,.,,._.._ .....1.,».........,r._....,..�. ,.,.,.,., .,_..,,_......._,...,.._....�.� .,.. N...._....... ,.._...d«,.w.�....,�........... _.. �.,._,»,....J.,.._.,,+# >......_..... _..,r...:.- ,,,...�;..x..,;� .._....._ w...._..._,.............. ,�..ar,_.n.....F,.,...,, <,....V ....�,.,_ „�.....r..�..._.<.. �..„,.,�... _,._. ..�......._..,.�...._.,,.._r..� 3 5 2 3DV i £ w � 22+00 23 +00 24 +00 s- r7 I � 1;1!co u , Pk z <5 o*+y Iff-P4 SIX. HID 'Dim LEGENDO LEGEND: (C T. LEGELM: ( NOTE SL ABaEVIATIQNS R1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: _._. _ _._. T .._ ._._ P p PROPOSED SAWCUT LIMIT LINE 't CONSTRUCT TYPE "B" CURB & GUTTER PER C.Q.B. STD. ST -1. 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN FL CL FLOWLINE POVC POINT ON VERTICAL CURVE CENTERLINE BVC BEGIN VERTICAL CURVE "Wl4 (CA)* -END "R1 -1 * - "36 Ts FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT CONSTRUCT 4 STANDARD SIDEWALK PER C.O.B. STD, ST -3. 2. IMPROVEMENTS AND DETAILS. " " LOCAL STREETS - PAVEMENT TO BE D,2O TYPE B A.C. ELEV BCR ELEVATION EVC END VERTICAL CARVE BEGIN CURB RETURN PI POINT OF INTERSECTION -1" -1 -ONE WAY Wfi114 -1 -DEAD END ONE 'R5 -1" - DO NOT ENTER "Wl4 -2" - NO OUTLET "R26 " "W1 �R FURNISH &INSTALL IRRIGATION CCNVDUIT 3 CONSTRUCT HANDICAP RAMP PER DETAIL ON SHEET 2. OVER C).4C�' CL. II AGG. BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95� RELATIVE DENSITY PER C.O.B. STD. ST -9Y ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE (CA - NO PARKING -7" - DOUBLE ARROW "R3 -5R - RIGHT TURN ONLY "W1 -6" - SINGLE ARROW FURNISH & INSTALL INTERCONNECT CONDUIT �' " CONSTRUCT ON -SITE CURB WITH 12 TOTAL CURS HEIGHT AND 6" CURB FACE P E ER DETAIL ON SHEET 2. 3. ALL " ' L CATCH BASINS TO BE TYPE A WITH 3.5 OPENINGS BC EC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE END CURVE TC TOP OF CURB *R4-7* R4 -7 � KEEP RI{�--lT "1�1 -1 " - CURVE ARROW "R81(CA) 3 T�s -r�s -�-- FURNISH & INSTALL SPLICE BOX FOR , CONSTRUCT 4.5 COMBINATION SIDEWALK PER C.O.B. STD. D -14, UNLESS NOTED OTHERWISE. LAJ� - BIKE LANE W3-3 - SIGNAL AHEAD L- INTERCONNECT PER C.O.B. STD ST--3. 4. ADJUST EXISTING SEWER MANHOLES TO FINISHED GRADE PlVC POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE =N . 3 1 2 SIZE TR5 =NO. 5 SIZE TR6 =NO. 6 SIZE SAWCUT EXIST. E.P. 1 ' BACK OR AS DIRECTED Sr EXISTING POLES TO BE RELOCATED. FC FINISH CONCRETE 1 CURVE NUMBER FOR CURVE DESCRIPTION BY CITY ENGINEER. 0C-) PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS 8• ALL DRAIN INLETS TO BE CHRISTY U23 CATCH BASIN WITH "x24" @) FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. - - o STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS 1 TAPER NUMBER FOR TAPER DESCRIPTION STANDARD SPECIFICATION 8010-- 21C -19. ALHAMBRA FOUNDARY A2012 BICYCLE PROOF 24 GRATE. 5 EXISTING SURVEY MONUMENT Ul - STORM DRAIN MANHOLE REFER TO SEWER &STORM DRAIN PLANS � - ITEM OF WORK SEE SCHEDULE � CONSTRUCT TYRE "M' MEDIAN CURB WITH 14" TOTAL CURB HEIGHT AND 7Y2 CURB FACE, 7. BRICK AREAS. PACIFIC CLAY BEAR PAVER: £0% RED FLASHED- 30% BURGUNDY; W aim 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 , CONSTRUCT 12 WIDE CROSS GUTTER PER 1 C.O.B. STD ST -17 COMPACT SUBGRADE TO 95� OF MAX. TO 12" BEYOND ' 10% DARK IRON SPOT. IN REGARD TO THEIR COLOR, THESE BRICKS SHALL BE RANDOMLY SET THROUGHOUT THEIR RESPECTIVE �a V_ c; PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) GUTTER LIP TO A DEPTH OF 12 " PATTERN. PATTERNS SHALL BE AS FOLLOWS: FURNISH &INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T -1. s SEINER -REFER T{� SEWER do STORM DRAIN PLANS . RUNNING BOND FOR ALL CROSSWALKS, LONG SIDE OF BRICK c cL CALTRANS TYPE IV ARROW, LEFT OR RIGHT CONSTRUCT 169-200 WIDE ALLEY PER C.O.B. STD. ST -12. RUNNING WITH PEDESTRIAN TRAFICr -<D- FURNISH & INSTALL STREET LIGHT -58{X} LUMEN PER C.Q.B. STD. ST -14. V) SEWER MANHOLE -REFER SEWER &STORM DRAIN PLANS. AS APPLICABLE, TO BE PAINTED 1 �? PAVEMENT TO BE 0.50" PORTLAND CONCRETE CEMENT OVER COLORED CONCRETE IN ROUNDABOUTS SHALL BE SCOFIELD COLOR R { EFERENCE DETAIL SHEET 9} , 0.40 CL. II AGG. BASE OVER 0.50 COMPACTED O.G. TO C -25 SOMBERO BUFF. FURNISH & INSTALL ALLEY LIGHT -5804 LUMEN PER C.O.B. STD. ST -14. SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. CALTRANS TYPE I ARROW 909 OF MAX. .(REFERENCE DETAIL SHEET 9) � LLJ AS APPLICABLE, TO BE PAINTED CONSTRUCT 4' WIDE VALLEY GUTTER PER C.O.B. STD. ST -7. INSTALL W31(CA) SIGN WITH OM4 -3 MARKER AT PHASE BOUNDARY TRACT BOUNDARY CALTRANS TYPE VII ARROW 11 PAVEMENT TO BE 0.50' PORTLAND CONCRETE CEMENT OVER 0.40 CL. II AGG. BASE OVER 0.50 COMPACTED O.G. TO sEGn°w UEM A OF 6 � _ TRACT IF ADJACENT PHASE I NOT CONSTRUCTED S STRUCTED AT SAME TIME. ....� � *� ... �* .� .r.....� ..� UNIT BOUNDARY AS APPLICABLE, TO BE PAINTED � 959 OF MAX. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. CAL-TRANS L NS TYPE VI ARROW 12 PATCH PAVEMENT AFTER STORM DRAIN INSTALLATION stir w sp 6 00 Q cn AS REQUIRED PER C.O.B. STD ST -6. Ca M 13 CONSTRUCT PASSING AREA PER DETAIL ON SHEET 2. CONSTRUCT ALLEY ROLL --TOP CURB PER DETAIL ON SHEET 9. 23 +00 24 +00 s- r7 I � 1;1!co u , Pk z <5 o*+y Iff-P4 SIX. HID 'Dim d W LAJ� M� a� 0C-) W 5 Ul W aim �a V_ c; ao W c cL V) a (n � LLJ c>l rn S 6 Lu 00 Q cn Ca M CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA (D 10.00! 7.959 4.20' 45*34923" 26s 25.00" 54.25' 47.36* 12 4*20'34* _24 25.00*_ 39.27" 25.00* 90100*00w (D 25.00' 1 44.240 30.54* 1 101*23!22" c1#4 m 4q C4 C4 0 LEGEND*. (.CON T. ) C--o ui W (n(n (PRIVATE STREET) blMM- En R/W w 26s uj En + N01*14!42 _24 12' -18' FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. SM. T-19: S uj (D z z ui WI uj � I < ui I is 0 cr <j l< C.j 1-� © C.'� CCD FLOWLINE POVC POINT ON VERTICAL CURVE CENTERLINE BVC BEGIN VERTICAL CURVE W) Ln ui U"j ui ci U.) in u-j tt "wn __j 5 LLJ co w w z C) U3 + + it 1 1* + q* 1 C4 04 c*4 Q + Mot STANDARD 4! SIDEWALK ad in a. cn uj (n -ONE WAY I 4-1" - DEAD END "R5-1" - DO NOT ENTER *W14-2" - NO OUTLET UNrr 3 358 �� ,356 354 1 352, .��.w.�...�.��.,.�. 350 24+00 25+00 26+00 27+00 TRACT NO, 6223 UNIT 5 uNrr 1 WEST FLOWLINE BARROWBY STREET (PRIVATE STREET) (STA. 24+00.00 TO 31+89.72) SCALE: 1 = 50' HORIZONTAL 1 = 5' VERTICAL 28 +00 cco .WEST FLOWLINE SCALE: 1 = 50' HORIZONTAL 1" = 5' VERTICAL 29+00 30+00 31+00 li cq _j_j , -* LL: OAKLEY STREET ch SEE SHEET 7 V_ z Ck INTERSECTION STA. 31+89.72 C.L., BARROWBY ST= STA. 34+90.47 C.L. OAKLEY ST L4 I EXISTING R A 7" ui 'w ui :2 2% MIN. EXISTING STANDARD 4! SIDEWALK EXISTING LANDSCAPE AREA 358 356 354 .._.f 352 rvr 350 32+00 CL LOCAL ST. '26* (PRIVATE STREET) mom" z EXISTING CURB & GUTTER 2% 2% 'V C7 a 4140'._4 0.20 A.C. PAVING 0. 4V AGG. BASE 1.00' COMPACTED O.G. TO 95% RELATIVE DENSITY SEC11ON B SCALE: 1 1 V HORIZ. 3 28' EXISTING R/W 7' -15' 1 -2 �� IaI �m U. 0 210 MIN. STANDARD SIDEWALK LANDSCAPE AREA CURB IIL 8 0 N cr_ co,r) CD z ��a ; LOCAL ST. LEGEND*. (.CON T. ) LE CON T. ) R/W (PRIVATE STREET) blMM- QTE.. R/W 26s 26 11"1 7 12 12' -18' FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. SM. T-19: 7' -13' 11 3'_ �. w Nc To (D CONSTRUCT TYPE "Bn CURB & GUTTER PER C.O.B. STD. ST-1. z ui WI uj � I < ui I is 0 I I FL CL FLOWLINE POVC POINT ON VERTICAL CURVE CENTERLINE BVC BEGIN VERTICAL CURVE v STOP "Rl-1 "W31(CA)" -END *R6-1" "Wl 2% MIN. MIN-41 2% MIN. CURB & GUTTER 2% -.2% I*- 2. \\,--LANDSCAPE p=0004 6M + Mot STANDARD 4! SIDEWALK STANDARD 4" SIDEWALK ELEVATION EVC END VERTICAL CURVE -ONE WAY I 4-1" - DEAD END "R5-1" - DO NOT ENTER *W14-2" - NO OUTLET AREA LANDSCAPE AREA 0.20' A.C. PAVING -M77r CONSTRUCT HANDICAP RAMP PER DETAIL ON SHEET 2. CURB 0.40" AGG. BASE 1 cy BCR ECR 1.00' COMPACTED O.G. *R26(C�)* - NO PARKING *Wl-7* - DOUBLE ARROW 'vR3-5R - RIGHT TURN ONLY "Wl-6w - SINGLE ARROW Ic FURNISH & INSTALL INTERCONNECT CONDUIT TO 95% RELATIVE DENSITY $0 CONSTRUCT ON-SITE CURB WITH 12 TOTAL CURB HEIGHT AND 6" CURB FACE PER DETAIL ON SHEET 2. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS (n SEC111ON A • < w BC EC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE END CURVE TC TOP OF CURB *R4-7" - KEEP RIGHT �W! - lo - CURVE ARROW `R81(CA)" - BIKE LANE W3-3" - SIGNAL AHEAD 3 T R .5 T&6 Z SCALE: 1 10' HORIZ. 3 4. PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. ADJUST EXISTING SEWER MANHOLES TO FINISHED GRADE. 1 5' VERT. 358 �� ,356 354 1 352, .��.w.�...�.��.,.�. 350 24+00 25+00 26+00 27+00 TRACT NO, 6223 UNIT 5 uNrr 1 WEST FLOWLINE BARROWBY STREET (PRIVATE STREET) (STA. 24+00.00 TO 31+89.72) SCALE: 1 = 50' HORIZONTAL 1 = 5' VERTICAL 28 +00 cco .WEST FLOWLINE SCALE: 1 = 50' HORIZONTAL 1" = 5' VERTICAL 29+00 30+00 31+00 li cq _j_j , -* LL: OAKLEY STREET ch SEE SHEET 7 V_ z Ck INTERSECTION STA. 31+89.72 C.L., BARROWBY ST= STA. 34+90.47 C.L. OAKLEY ST L4 I EXISTING R A 7" ui 'w ui :2 2% MIN. EXISTING STANDARD 4! SIDEWALK EXISTING LANDSCAPE AREA 358 356 354 .._.f 352 rvr 350 32+00 CL LOCAL ST. '26* (PRIVATE STREET) mom" z EXISTING CURB & GUTTER 2% 2% 'V C7 a 4140'._4 0.20 A.C. PAVING 0. 4V AGG. BASE 1.00' COMPACTED O.G. TO 95% RELATIVE DENSITY SEC11ON B SCALE: 1 1 V HORIZ. 3 28' EXISTING R/W 7' -15' 1 -2 �� IaI �m U. 0 210 MIN. STANDARD SIDEWALK LANDSCAPE AREA CURB IIL 8 0 N cr_ co,r) CD z ��a L E!QELqD* 0 LEGEND*. (.CON T. ) LE CON T. ) GONSIEWC-TION blMM- QTE.. ABBREMA110 Rl FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. SM. T-19: - - PROPOSED SAWCUT LIMIT LINE (D CONSTRUCT TYPE "Bn CURB & GUTTER PER C.O.B. STD. ST-1. 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN IMPROVEMENTS AND DETAILS. FL CL FLOWLINE POVC POINT ON VERTICAL CURVE CENTERLINE BVC BEGIN VERTICAL CURVE v STOP "Rl-1 "W31(CA)" -END *R6-1" "Wl TS FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT CONSTRUCT 4$ STANDARD SIDEWALK PER C.O.B. STD. ST-3. 2. LOCAL STREETS - PAVEMENT TO BE 0.20" TYPE "B* A.C. ' p=0004 + Mot ELEV ELEVATION EVC END VERTICAL CURVE -ONE WAY I 4-1" - DEAD END "R5-1" - DO NOT ENTER *W14-2" - NO OUTLET IR FURNISH & INSTALL IRRIGATION CONDUIT CONSTRUCT HANDICAP RAMP PER DETAIL ON SHEET 2. OVER 0. 40' CL. 11 AGG. BASE OVER 0.50" COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST-9. tiz 1 cy BCR ECR LLJ *R26(C�)* - NO PARKING *Wl-7* - DOUBLE ARROW 'vR3-5R - RIGHT TURN ONLY "Wl-6w - SINGLE ARROW Ic FURNISH & INSTALL INTERCONNECT CONDUIT $0 CONSTRUCT ON-SITE CURB WITH 12 TOTAL CURB HEIGHT AND 6" CURB FACE PER DETAIL ON SHEET 2. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS (n M LL_ • < BC EC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE END CURVE TC TOP OF CURB *R4-7" - KEEP RIGHT �W! - lo - CURVE ARROW `R81(CA)" - BIKE LANE W3-3" - SIGNAL AHEAD 3 T R .5 T&6 Z F5 I— im 4. PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. ADJUST EXISTING SEWER MANHOLES TO FINISHED GRADE. 0 u � SAWCUT EXIST. E.P. ll BACK OR AS DIRECTED BY CITY ENGINEER. 5. EXISTING POLES TO BE RELOCATED. 0 0 OF VERTICAL CURVE FC FINISH CONCRETE LLj Cfi PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS 6. ALL DRAIN INLETS TO BE CHRISTY U23 CATCH BASIN WITH ALHAMBRA FOUNDARY A2012 BICYCLE PROOF 24"x24" GRATE. 0 M` w = M D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS < > TAPER NUMBER FOR TAPER DESCRIPTION STANDARD SPECIFICATION 8010-21C-19. LIJ STORM DRAIN MANHOLE REFER TO SEWER STORM C6 cr- W CONSTRUCT TYPE "Ms MEDIAN CURB NTH 14" TOTAL CURB 7. BRICK AREAS. PACIFIC CLAY BEAR PAVER: 60% RED FLASHED, BURGUNDY; Lli @ EXISTING SURVEY MONUMENT 0 - & DRAIN PLANS HEIGHT AND 71ol2m CURB FACE. I V7 ir FURNISH & INSTALL STREET NAME SIGN PER C.O.B. SM. T-1. M9:Fm u CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. Ix LJ 2: C> CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST-17. COMPACT SUBGRADE TO 95% OF MAX. TO 12's BEYOND 109 DARK IRON SPOT. IN REGARD TO THEIR COLOR, THESE BRICKS SHALL BE RANDOMLY SET THROUGHOUT THEIR RESPECTIVE 1=0 CL PER C.O.B. SM. ST-4. (UNLESS OTHERWISE NOTED) GUTTER LIP TO A DEPTH OF 12 PATTERN. PATTERNS SHALL 13E AS FOLLOWS: LLJ cr_ FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. SM. T-1. SEWER - REFER TO SEWER & STORM DRAIN PLANS CONSTRUCT 161-20' WIDE RUNNING BOND FOR ALL CROSSWALKS, LONG SIDE OF BRICK RUNNING NTH PEDESTRIAN C) cr CALTRANS TYPE IV ARROW, LEFT OR RIGHT AH EY PER C.O.B. STD. ST-12. TRAFIC. LLJ M --C>- FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. SM. ST 14. SEWER MANHOLE REFER SEWER & STORM DRAIN PLANS. AS APPLICABLE, TO BE PAINTED PAVEMENT TO BE 0.50' PORTLAND CONCRETE CEMENT OVER 0.40' CL 11 AGG. BASE OVER 0.50' COMPACTED O.G. TO COLORED CONCRETE IN ROUNDABOUTS SHALL BE SCOFIELD COLOR C-25 SOMBERO BUFF. (REFERENCE DETAIL SHEET 9) FURNISH & INSTALL ALLEY UGHT-5806 LUMEN PER C.O.B. SM. ST-14. DETAIL SHEET 0 SEWER CLEANOUT REFER TO SEWER STORM DRAIN PLANS. CN 90% OF MAX. CONSTRUCT SOM DESIGNAMON: 0 (REFERENCE 9) 41 WIDE VALLEY GUTTER PER C.O.B. STD. ST-7. SMM LEM C) TRACT BOUNDARY L E!QELqD* 0 LEGEND*. (.CON T. ) LE CON T. ) GONSIEWC-TION blMM- QTE.. ABBREMA110 Rl FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. SM. T-19: - - PROPOSED SAWCUT LIMIT LINE (D CONSTRUCT TYPE "Bn CURB & GUTTER PER C.O.B. STD. ST-1. 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN IMPROVEMENTS AND DETAILS. FL CL FLOWLINE POVC POINT ON VERTICAL CURVE CENTERLINE BVC BEGIN VERTICAL CURVE v STOP "Rl-1 "W31(CA)" -END *R6-1" "Wl TS FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT CONSTRUCT 4$ STANDARD SIDEWALK PER C.O.B. STD. ST-3. 2. LOCAL STREETS - PAVEMENT TO BE 0.20" TYPE "B* A.C. ' p=0004 + Mot ELEV ELEVATION EVC END VERTICAL CURVE -ONE WAY I 4-1" - DEAD END "R5-1" - DO NOT ENTER *W14-2" - NO OUTLET IR FURNISH & INSTALL IRRIGATION CONDUIT CONSTRUCT HANDICAP RAMP PER DETAIL ON SHEET 2. OVER 0. 40' CL. 11 AGG. BASE OVER 0.50" COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST-9. tiz 1 cy BCR ECR BEGIN CURB RETURN PI POINT OF INTERSECTION END CURB RETURN PRC POINT OF REVERSE CURVATURE *R26(C�)* - NO PARKING *Wl-7* - DOUBLE ARROW 'vR3-5R - RIGHT TURN ONLY "Wl-6w - SINGLE ARROW Ic FURNISH & INSTALL INTERCONNECT CONDUIT $0 CONSTRUCT ON-SITE CURB WITH 12 TOTAL CURB HEIGHT AND 6" CURB FACE PER DETAIL ON SHEET 2. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS • < BC EC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE END CURVE TC TOP OF CURB *R4-7" - KEEP RIGHT �W! - lo - CURVE ARROW `R81(CA)" - BIKE LANE W3-3" - SIGNAL AHEAD 3 T R .5 T&6 -FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT TR3=NO. 3 1/2 SIZE TR5--NO. 5 SIZE TR6=NO. 6 SIZE (�> CONSTRUCT 4.51 COMBINATION SIDEWALK PER C.O.B. STD ST-3. 4. PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. ADJUST EXISTING SEWER MANHOLES TO FINISHED GRADE. PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT SAWCUT EXIST. E.P. ll BACK OR AS DIRECTED BY CITY ENGINEER. 5. EXISTING POLES TO BE RELOCATED. 0 0 OF VERTICAL CURVE FC FINISH CONCRETE CURVE NUMBER FOR CURVE DESCRIPTION PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS 6. ALL DRAIN INLETS TO BE CHRISTY U23 CATCH BASIN WITH ALHAMBRA FOUNDARY A2012 BICYCLE PROOF 24"x24" GRATE. 0 M` FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST-13. D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS < > TAPER NUMBER FOR TAPER DESCRIPTION STANDARD SPECIFICATION 8010-21C-19. LIJ STORM DRAIN MANHOLE REFER TO SEWER STORM ITEM OF WORK - SEE SCHEDULE CONSTRUCT TYPE "Ms MEDIAN CURB NTH 14" TOTAL CURB 7. BRICK AREAS. PACIFIC CLAY BEAR PAVER: 60% RED FLASHED, BURGUNDY; Lli @ EXISTING SURVEY MONUMENT 0 - & DRAIN PLANS HEIGHT AND 71ol2m CURB FACE. I ir FURNISH & INSTALL STREET NAME SIGN PER C.O.B. SM. T-1. M9:Fm u CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. CONSTRUCT 183 BOTTOM WIDTH DRIVEWAY W/3s WINGS CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST-17. COMPACT SUBGRADE TO 95% OF MAX. TO 12's BEYOND 109 DARK IRON SPOT. IN REGARD TO THEIR COLOR, THESE BRICKS SHALL BE RANDOMLY SET THROUGHOUT THEIR RESPECTIVE 1=0 PER C.O.B. SM. ST-4. (UNLESS OTHERWISE NOTED) GUTTER LIP TO A DEPTH OF 12 PATTERN. PATTERNS SHALL 13E AS FOLLOWS: FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. SM. T-1. SEWER - REFER TO SEWER & STORM DRAIN PLANS CONSTRUCT 161-20' WIDE RUNNING BOND FOR ALL CROSSWALKS, LONG SIDE OF BRICK RUNNING NTH PEDESTRIAN CALTRANS TYPE IV ARROW, LEFT OR RIGHT AH EY PER C.O.B. STD. ST-12. TRAFIC. --C>- FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. SM. ST 14. SEWER MANHOLE REFER SEWER & STORM DRAIN PLANS. AS APPLICABLE, TO BE PAINTED PAVEMENT TO BE 0.50' PORTLAND CONCRETE CEMENT OVER 0.40' CL 11 AGG. BASE OVER 0.50' COMPACTED O.G. TO COLORED CONCRETE IN ROUNDABOUTS SHALL BE SCOFIELD COLOR C-25 SOMBERO BUFF. (REFERENCE DETAIL SHEET 9) FURNISH & INSTALL ALLEY UGHT-5806 LUMEN PER C.O.B. SM. ST-14. DETAIL SHEET 0 SEWER CLEANOUT REFER TO SEWER STORM DRAIN PLANS. CALTRANS TYPE I ARROW AS APPLICABLE, TO BE PAINTED 90% OF MAX. CONSTRUCT SOM DESIGNAMON: 0 (REFERENCE 9) 41 WIDE VALLEY GUTTER PER C.O.B. STD. ST-7. SMM LEM TRACT BOUNDARY CALTRANS TYPE VII ARROW 11 PAVEMENT TO BE 0.50" PORTLAND CONCRETE CEMENT OVER 0.40' CL. 11 AGG. BASE OVER 0.50" COMPACTED O.G. TO INSTALL W31 CA SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY OF AS APPLICABLE, TO BE PAINTED 95% OF MAX. now wommonswomm" TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED AT SAME TIME. UNIT BOUNDARY 2 REMOVE AND SALVAGE SIGN VATH CONSTRUCTION OF ADJACENT PHASE. CAL-TRANS TYPE \4 ARROW PATCH PAVEMENT AFTER STORM DRAIN INSTALLATION stir ml m SECIM IS sm m AS REQUIRED PER C.O.B. STD ST -s« . . . . . . ; CONSTRUCT PASSING AREA PER DETAIL ON SHEET 2. A, f "J; CONSTRUCT ALLEY ROLL-TOP CURB PER y. r "a DETAIL ON SHEET 9. J, 17,4 t# TRACT N0. 6223 uNrr 5 BARROWBY SEE SHEET 3 STA. 10+00.00 C.L., MARSDEN ST= STA. 28+19.99 CL, BARROWBY ST TRACT BOUNDARY BARROWBY STREW SEE SHEET 3 STA. 10+37.00 C.L., 12.00RL op4 14) t. tX e \,-,e- Nw- I IKIM I NO H FLOWLINE MARSDEN STREET (PRIVATE STREET) (STA. 10+00.00 TO 14+60.92) SCALE: 1 50" HORIZONTAL 1" = 5" VERTICAL TRACT NO. 6223 UNIT 3 4 C4 46 RADIUS LENGTH TANGENT DELTA STA. 10+37.00 C.•, 12.001_1.= 100.00! 62.59" Lo 35-51149* Lo 25.001 u*) m M La LLJ LLj LAJ U11111NFT 5 Gja c; Lq o 360 35*51'49; W + + c* + co + U. > W Lai 118.00' Ln co-. }cow 358- 10.00s cr -ce APPROXIMATE EXISTING GROUND 0 CENTERLINE + cj m + m i 6 C) + " -4 + U- 356 -� .�_�.�.._..�. .� _ I j �. M to _j cr_ T uj in f.0 (a + TRACT BOUNDARY 18 • 121 C) 0 S--O.25% uj _j %25 4 5 to cn 0- w cc (n ! cn o n z n co ( (n S=-O.,36.% 352 !it 00 + r: < + + C4 -O.77%__1_ 5 .��. ._....a..�......_......_ �...�..,..�._ ..__...y...._......_�.�. inT u __j 1 O+OoLq ui Lm LIJ + 11+00 r_j j CEO 0 (n m V) (n xi, W W si- (n V) tt S 110 + + i S=-0.2 5% co I of in < �- w op4 14) t. tX e \,-,e- Nw- I IKIM I NO H FLOWLINE MARSDEN STREET (PRIVATE STREET) (STA. 10+00.00 TO 14+60.92) SCALE: 1 50" HORIZONTAL 1" = 5" VERTICAL TRACT NO. 6223 UNIT 3 4 sk TRACT BOUNDARY k % Dzcnj ftks'�� ON 10A TRACT NO.. 6223 UNIT 5 C4 46 RADIUS LENGTH TANGENT DELTA STA. 10+37.00 C.•, 12.001_1.= 100.00! 62.59" 3136" 35-51149* STA. 10+37.00, F.L. 25.001 39-279 STA. 14+71-25 C.L., 17.00LT.= sawsoon BARROWBY STREET w U11111NFT 5 Gja o Lq o 0 12 35*51'49; W w w W z U. > W Id- to 118.00' Ln co-. }cow (D 10.00s LL Ij u Q0 APPROXIMATE EXISTING GROUND 0 CENTERLINE + + + m i 6 C) + " -4 + U- W _j w _j co + _j _ I j oi C-4 M to _j cr_ T uj in f.0 (a + TRACT BOUNDARY 18 • 121 C) 0 C> C> uj _j W to cn 0- w cc (n ! cn o n z n co ( (n S=-O.,36.% jv !it 00 + r: < + + C4 -O.77%__1_ 5 .��. ._....a..�......_......_ �...�..,..�._ ..__...y...._......_�.�. � ..w._....... Lm LIJ + 0001 r_j j CEO 0 (n m V) (n xi, � PROPOSED NORTH FLOW-INE (n V) tt S 110 + + i S=-0.2 5% co I of in < �- w w a ce :c co co CURVE NUMBER FOR CURVE DESCRIPTION C=0 cn 6. 12+ 00 13+00 L4 0 Ae .4i '- tn ��_v I— #-- < cncn to < 20 UVI STORM DRAIN - REFER TO SEWER. & STORM DRAIN PLANS 14+00 j > tt STANDARD SPECIFICATION 8010-21C-19. 24"x24"O GRATE. ---Ac LLj UJ W ,,>,� / 1-9 \ ITEM OF WORK - SEE SCHEDULE CONSTRUCT TYPE "M" MEDIAN CURB WITH 14" TOTAL CURB 7. BRICK AREAS. PACIFIC CLAY BEAR PAVER- 60% RED FLASHED; 30% • BURGUNDY; @ EXISTING SURVEY MONUMENT 0 STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS HEIGHT AND 7Y2 CURB FACE, NORTH FLOWLINE. (n 1 0 SCALE: 1" = 50' HORIZONTAL 10% DARK IRON SPOT. IN REGARD TO THEIR COLOR, THESE BRICKS FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. CATCH BASIN REFER TO SEWER & -STORM DRAIN PLANS. 1 is = 5' VERTICAL CONSTRUCT 18" BOTTOM WIDTH DRIVEWAY W/3" WINGS CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST-17. COMPACT SUBGRADE TO 95% OF MAX. TO 12 " 13EYOND SHALL BE RANDOMLY SET THROUGHOUT THEIR RESPECTIVE PATTERN. PATTERNS SHALL BE AS FOLLOWS: CL sk TRACT BOUNDARY k % Dzcnj ftks'�� ON 10A TRACT NO.. 6223 UNIT 5 E.C.R./BEGIN CURB & GUTTER RADIUS LENGTH TANGENT DELTA STA. 10+37.00 C.•, 12.001_1.= 100.00! 62.59" 3136" 35-51149* STA. 10+37.00, F.L. 25.001 39-279 STA. 14+71-25 C.L., 17.00LT.= sawsoon BARROWBY STREET 10.00' U11111NFT 5 45"34!23 SEE SHEET 2 C) o 0 12 35*51'49; w tV ui co DEPRESSED F.L. ELEV. 352.57 I . 118.00' 73.86" LL: 35*51"49* (D 10.00s LL Ij u Q0 141-24#35 H Ll .t> Yr 10 z 9 FURNISH & INSTALL IRRIGATION CONDUIT z W c> C ; _j co + _j _ I j oi C-4 M to QD CT Vv-- 0 Into ++ to et7i ++ f.0 (a + TRACT BOUNDARY 18 • 121 C) 0 C> C> 0 _j W ;5 ;5 ckG cm*o Ln 1 ct� ,,� 1 d csa jv < C%4 00 + r: < + + C4 < A on amm" Lm LIJ + 0001 r_j j CEO 0 (n m V) (n xi, C14 V_ Ck INTERSECTION 3 STA. 10+00.00 C.L., STILLBROOK DR= STA. 13+11.99 C.L. BARROW ST � P" -'�' T 2 00 CN 8m SEWER All lqrwp 18" DRAIN ­0 S_ 11+00 s -12+00-s- s-14+00-- Lo 2 o t -4 -1- SW*45A 21 501.00' 13+00 EX. EDGE Of c 3 rl PAVEMENT -7 41. 0:: CD 8 0 �� CD CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA EX. � CATCH BASIN 100.00! 62.59" 3136" 35-51149* (D 25.001 39-279 STA. 14+71-25 C.L., 17.00LT.= sawsoon 0- 10.00' U11111NFT 5 45"34!23 0 STA. 14+72.91 F.L. NORMAL F.L ELEV. 352.74 51.33" 26.54' 35*51'49; 0 25.00* 40.49' 26.25' DEPRESSED F.L. ELEV. 352.57 I . 118.00' 73.86" 38.19* 35*51"49* (D 10.00s 1 7.23' ALLEY Is 141-24#35 H Ll .t> Yr 10 z 9 FURNISH & INSTALL IRRIGATION CONDUIT 8 7 a c8) SEE SHEET 9 _j BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST-9. _j _ I j _j • LL. 0 CONSTRUCT ON-SITE CURB WITH 12" TOTAL CURB HEIGHT AND LL: 0 C) C1 +C7 Q z C) LZ _j LL: j _j I �- 1 ct� ,,� 1 d csa jv < C%4 00 + r: < + + C4 < + W) + cn C'4 (n 4* LIJ + PIVC r_j j CEO 0 (n m V) (n xi, C14 V_ (n V) Lo + z >0 110 + + (n < 5• EXISTING POLES TO BE RELOCATED. I of in < �- w w a ce :c co co CURVE NUMBER FOR CURVE DESCRIPTION C=0 cn 6. ALL DRAIN- INLETS TO BE CHRISTY 023 CATCH BASIN WITH ALHAMBRA FOUNDARY A2012 BICYCLE PROOF r<j) I< >1 L4 0 Ae .4i '- tn ��_v I— #-- < cncn to < 20 UVI � P" -'�' T 2 00 CN 8m SEWER All lqrwp 18" DRAIN ­0 S_ 11+00 s -12+00-s- s-14+00-- Lo 2 o t -4 -1- SW*45A 21 501.00' 13+00 EX. EDGE Of c 3 rl PAVEMENT -7 41. 0:: CD 8 0 �� CD CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA (T) 100.00! 62.59" 3136" 35-51149* (D 25.001 39-279 25.04' sawsoon 0- 10.00' 7.95' 4.20! 45"34!23 0 82-00' 51.33" 26.54' 35*51'49; 0 25.00* 40.49' 26.25' 1 92*47*13* I . 118.00' 73.86" 38.19* 35*51"49* (D 10.00s 1 7.23' 3.78' 141-24#35 LINE TABLE LINE LENGTH BEARING Li 104.80" N55*22"53*E L2 4.001 S88*45"18 "E 4,h 00 10 V_ C) 01 9 > 358 _j C> ui 5 cc Ld + 0 jj 00 C> + if 0 >; .0- c'4 183? 1 18' 11 :::; " cri co w w w co - P6 26 + + c' En C> 1�1 BARROMY STREET C3 -.Ic- 13 SEE SHEET 2 E.C.R. - ELEV. =355.15 M a- (n w cn (n STA. 10+37.00 C.L., 12.00RT. 360 358 358 356 - -' 356 354 - -', 354 352 -� 352 350 14+75 10+0040 TRA -r NO.. 6223 I I I I \� 2 11 U1 \11 r 5 t-4 coo C4 J _j < " - 1 -41 cr 00 CDCD + . v1_ C> 9 c; CD >_ cs 'q- + C-4 + CT < © ,-F_ *% C-4 cnl 9 + CD C3 V++ cr C) c=0 V) + cr_ C-4 < C4 V_ 4 j 0 cz-0 Ln 14 (n 15 cn 16 (n 17 2 I . PLANS C> 0 + 9 V) 4 6 CL; < t4c 18 1­w 5 o RTH FLOWLINE TRA -r NO.. 6223 LEGEND: 6 LEQEN.D*. (CONT.) C3 m te) 11 U1 \11 r 5 t-4 coo C4 tjQXj- NQjL$a-. • cr 00 CD 0*4 C1 >_ . -4- FURNISH INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: OAKLEY S * 4ft ft 14 < 0 Lod nd und + P-1 11 "1 r- SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN IMPROVEMENTS AND DETAILS. SEE TRACT 6223 V_ 4 j 0 0 -.4- 11 >; m if + 8 n w 10 - + I * "­ STREET IMPROVEMENT + 0 co >_ 2 I . PLANS C> 0 + 9 V) 4 6 CL; < t4c 18 1­w 5 o W -Ne to 1919 :� e) - 11 N (n + U-) - 0 (n H Ll .t> Yr to (A a: cn w w z 5 x I.- FURNISH & INSTALL IRRIGATION CONDUIT m SEE TRACT 6223 U BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST-9. BCR BEGIN CURB RETURN PI POINT OF INTERSEC11ON WO z CONSTRUCT ON-SITE CURB WITH 12" TOTAL CURB HEIGHT AND 3. 0 C) C1 +C7 Q z C) L R3 -5R RIGHT TURN ONLY - SINGLE ARROW _j g + + + 6" CURB FACE PER DETAIL ON SHEET 2. 1 co Ru 6.020M.W."mm wow . Lo (o + cr FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT Z 4. ADJUST EXISTING SEWER MANHOLES TO FINISHED GRADE. LCAU PIVC 00 + + j CEO 0 (n m V) (n xi, I (n V) (o I t O�� Z I Mr! 14, - �,A 155.0" 1 i S88*45*18PE16+00 cr LEGEND: 6 LEQEN.D*. (CONT.) C3 m te) cr_ t-4 coo C4 tjQXj- NQjL$a-. • cr 00 CD 0*4 C1 >_ . -4- FURNISH INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: as * 4ft ft CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST-1. < 0 Lod nd und + P-1 11 "1 r- SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN IMPROVEMENTS AND DETAILS. FL V_ 4 j 0 0 -.4- 11 >; m if + 8 n w 10 - + I * "­ d + 0 LOCAL STREETS - PAVEMENT TO BE 0.209 TYPE "B" A.C. 2 w w < cd + + + I . p " C> 0 + V) 4 6 CL; < t4c 18 1­w 5 cn W -Ne to 1919 :� e) - 11 N (n + U-) - V-- 20 z I.- � OAKLEY STREET to (A a: cn w w z 5 x I.- FURNISH & INSTALL IRRIGATION CONDUIT ww SEE TRACT 6223 U BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST-9. BCR BEGIN CURB RETURN PI POINT OF INTERSEC11ON to STREET IMPROVEMENT CONSTRUCT ON-SITE CURB WITH 12" TOTAL CURB HEIGHT AND 3. PLANS STILLBROOK DRIVE (PRIVATE STREET) (STA. 10+00.00 ro 16+80.00) SCALE: 1" = 50" HORIZONTAL 1" = 5' VERTICAL NQRTH FLQWLINE SCALE: 1 50' HORIZONTAL 1 5' VERTICAL C-4 • Q z to P 1p IrA% uj Z e s 358 - - ---- 356 354 M.e P 352 350 15+75 co 0 O z 00 Q w 0 z u -1 - < w LLJ 00 uj co O U (.0 . 04 w uj _y M 4 - 00 C-4 OD %Apo > ��a LEGEND: 6 LEQEN.D*. (CONT.) C3 * (CON T) LEGEND, > CONSTRUCTION tjQXj- NQjL$a-. • ABBREVIATIONS R1 FURNISH INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: PROPOSED SAWCUT LIMIT LINE CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST-1. 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN IMPROVEMENTS AND DETAILS. FL FLOWLINE POVC POINT ON VERTICAL CURVE *R1-1* STOP *W31(CA)* - END TS FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT ami CONSTRUCT 4' STANDARD SIDEWALK PER C.O.B. STD. ST-3. 2. LOCAL STREETS - PAVEMENT TO BE 0.209 TYPE "B" A.C. CL CENTERLINE BVC BEGIN VERTICAL CURVE '*R6-1" ONE WAY "W14-1" DEAD END OVER 0.40" CL. 11 AGG. BASE OVER 0.509 COMPACTED O.G. TO ELEV ELEVATION EVC END VERTICAL CURVE *R5-1" DO NOT ENTER "W14-2" NO OUTLET IR FURNISH & INSTALL IRRIGATION CONDUIT CONSTRUCT HANDICAP RAMP PER DETAIL ON SHEET 2. U BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST-9. BCR BEGIN CURB RETURN PI POINT OF INTERSEC11ON to *R26(CA )" - NO PARKING "WI-7* DOUBLE ARROW "WI-60 CONSTRUCT ON-SITE CURB WITH 12" TOTAL CURB HEIGHT AND 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5" OPENINGS. ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE cr <5 R3 -5R RIGHT TURN ONLY - SINGLE ARROW ic FURNISH & INSTALL INTERCONNECT CONDUIT 6" CURB FACE PER DETAIL ON SHEET 2. CC PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. BC EC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE END CURVE TC TOP OF CURB LL_ *R4 -7" KEEP RIGHT *W1-1* - CURVE ARROW R81(CA)" - BIKE LANE V-3" - SIGNAL AHEAD M3 5 TR_ 6 FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT CONSTRUCT 4.51 COMBINATION SIDEWALK PER C.O.B. STD ST-3. 4. ADJUST EXISTING SEWER MANHOLES TO FINISHED GRADE. z PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT TR3=NO. 3 1/2 SIZE TR5--NO. 5 SIZE TR6=NO. 6 SIZE SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER. 5• EXISTING POLES TO BE RELOCATED. OF VERTICAL CURVE FC FINISH CONCRETE 0 CURVE NUMBER FOR CURVE DESCRIPTION PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS 6. ALL DRAIN- INLETS TO BE CHRISTY 023 CATCH BASIN WITH ALHAMBRA FOUNDARY A2012 BICYCLE PROOF @) FURNISH & INSTALL SURVEY MONUMENT PER C•O.B. STD. ST-13. STORM DRAIN - REFER TO SEWER. & STORM DRAIN PLANS <> TAPER NUMBER FOR TAPER DESCRIPTION STANDARD SPECIFICATION 8010-21C-19. 24"x24"O GRATE. ---Ac LLj / 1-9 \ ITEM OF WORK - SEE SCHEDULE CONSTRUCT TYPE "M" MEDIAN CURB WITH 14" TOTAL CURB 7. BRICK AREAS. PACIFIC CLAY BEAR PAVER- 60% RED FLASHED; 30% • BURGUNDY; @ EXISTING SURVEY MONUMENT 0 STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS HEIGHT AND 7Y2 CURB FACE, (n 1 0 10% DARK IRON SPOT. IN REGARD TO THEIR COLOR, THESE BRICKS 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 CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST-17. COMPACT SUBGRADE TO 95% OF MAX. TO 12 " 13EYOND SHALL BE RANDOMLY SET THROUGHOUT THEIR RESPECTIVE PATTERN. PATTERNS SHALL BE AS FOLLOWS: CL u PER C.O.B. STD. ST-4. (UNLESS OTHERWISE NOTED) GUTTER LIP TO A DEPTH OF 12 n FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. SEWER - REFER TO SEWER & STORM DRAIN PLANS CALTRANS TYPE IV ARROW, LEFT OR RIGHT CONSTRUCT 16'-20' WIDE ALLEY PER C.O.B. STD. ST-12. RUNNING BOND FOR ALL CROSSWALKS, LONG SIDE OF BRICK RUNNING WITH PEDESTRIAN TRAFIC. --C:)- FURNISH & INSTALL STREET LJGHT-5800 LUMEN PER C.O.B. STD. ST-14. G SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. 496 AS APPLICABLE, TO BE PAINTED PAVEMENT TO BE 0.50" PORTLAND CONCRETE CEMENT OVER 0.40" CL 11 AGG. BASE OVER 0.50s COMPACTED O.G. TO COLORED CONCRETE IN ROUNDABOUTS SHALL BE SCOFIELD COLOR C-25 SOMBERO BUFF. 0 (REFERENCE DETAIL SHEET` 9) FURNISH & INSTALL ALLEY LIGHT --5800 LUMEN PER C.O.B. STD. ST-14. 0 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. f CALTRANS TYPE I ARROW 90% OF MAX. Z= - OL22AM: V) (REFERENCE DETAIL SHEET 9) AS APPLICABLE, TO BE PAINTED CONSTRUCT 43 WIDE VALLEY GUTTER PER C.O.B. STD. ST-7. SECTM LEM TRACT BOUNDARY VII ARROW PAVEMENT TO BE 0.50' PORTLAND CONCRETE CEMENT OVER 0.40' CL. 11 AGG. BASE OVER 0.50' COMPACTED O.G. TO INSTALL W31(CA) SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY OF wi26 CALTRANS TYPE 95% OF MAX. ui TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED AT SAME TIME. UNIT BOUNDARY AS APPLICABLE, TO BE PAINTED 2 %W WHIX SEC70 REMOVE AND SALVAGE SIGN WTH CONSTRUCTION OF ADJACENT PHASE. N==zz:;p' CAL-TRANS TYPE VI ARROW PATCH PAVEMENT AFTER STORM DRAIN INSTALLATION AS REQUIRED PER C.O.B. STD ST-6. 6 SMMMN CONSTRUCT PASSING AREA PER DETAIL ON SHEET 2. CONSTRUCT ALLEY ROLL-TOP CURB PER CN DETAIL ON SHEET 9. e s 358 - - ---- 356 354 M.e P 352 350 15+75 co 0 O z 00 Q w 0 z u -1 - < w LLJ 00 uj co O U (.0 . 04 w uj _y M 4 - 00 C-4 OD %Apo > ��a UJI C3 > = cc 0=004 a ui cr �"Y o E 0 o CC to C+M,4 ami �N O w C) ui U cro to H ro 9 z ZE W cr <5 FRI (A CC M LL_ z 0 m ---Ac LLj Ld m (n 1 0 LLj CL cn LLj CL (n V) ui cmx CN w w � o UJI C3 > = cc 0=004 a �"Y o E 0 o CC to C+M,4 ami �N O w C) ui U cro H ro 9 z W FRI (A CC w w � o TRACT NO. 6223 UNIT 5 INTERSECTION STA. 10+00.00 C.L., LANESFIELD DR-. STA. 21+95.99 C.L., BARROWBY ST BARRO Y BEET . SEE SHEET 2 3 J ilk g 6 DELTA Cl ol 8 jl c STA. 10+00.00 C.L. PARKERHILL DR= La 11 a C.4 T_ C-4 I- in I-: V_ Go J V� C4 'q- Lo r cc -4 in rV, -J gn 0 to c;I -J j c; !!I LLJ t r-2- La rn U) LAJ 0 'co > Ln �j 00 - ci + W9 W d V_ + to C) v- + r + ._ � + �. + • U-1 V_ v- • 18 12* LL C2 TRACT BOUNDARY (n I ui I 1W m (n CL (n w V) UN-FT 3 Lo ilk E.C./ DELTA 8 25♦001 39.27s STA. 10+00.00 C.L. PARKERHILL DR= MATCH EXISTING CURB & GUTTER 2 o U .. i c; - - I I'M c;I 0 I ui STA. 14+20-23 C.L. 13.0OLT. Ir C) id ALLEY *E* + r M >; ._ � + �. � • U-1 N w N Ck z-��4 C2 TRACT BOUNDARY (n I ui A m 6" SEWER _00 IFAhm�imii 00 s _D 18* DRAIN� 00 Lo ilk E.C./ DELTA C4 Lo 25♦001 39.27s STA. 10+00.00 C.L. PARKERHILL DR= MATCH EXISTING CURB & GUTTER 2 o In to wi " ELEV.=355.62 T.C. - - I I'M -, Cl 0- 3.78" 41 STA. 14+20-23 C.L. 13.0OLT. Ir C) id ALLEY *E* >; • L4 Z M >; co 0 • SEE SHEET 9 U-1 06 w ao co w 2 TRACT BOUNDARY >; w w . ..j ui it • < 1 11 2 !! I I J 0 T 1\4 0 T RA � 6 223 `� C7 ` n 11*1 > Cj + 11 I= N in A UN IT 3 a ++ • w + + 5z C4 j- + LL. UJ -1 2- < V2 u cn C) 1* lot C*4 INTERSECTION (c o pp in ch z • *Fw STA. 14+51.00 C.L., LANESFIELD DR= CW4 4 L m . w a. cn cn t STA. 10+00.00 C.L., ALLEY *E* ui m 6" SEWER _00 IFAhm�imii 00 s _D 18* DRAIN� 360 358 356 354 352 NORMAL F.L. ELEV. 353.69 DEPRESSED F.L. ELEV. 353.52' SOUTH FLOWLINE LANESFIELD DRIVE (PRIVATE STREET) (STA. 10+00.00 TO 14+20.23) SCALE: 1 = 50' HORIZONTAL 1 5' VERTICAL 00 Lo ilk IL DELTA C4 Lo 25♦001 39.27s STA. 10+00.00 C.L. PARKERHILL DR= 90W00N 2 NAN In to wi " all - - I I'M 7.23" 3.78" 41 (3 Ir C) id ev Lo >; • L4 Z M >; i j 4 APPROXIMATE w U-1 06 w ao 94 TRACT BOUNDARY Ui Z >; w w . ..j ui it z < 1 11 2 !! tl tt La PC it N 1! �i 0; cri rl*_• CENTERLINE + + a 0 • C) • j- + LL. UJ -1 2- < Cl C) w + co lw- C*4 8 C.4 CN z cr_ d *Fw g- CW4 4 L 0: < t_'. ch X. 00 ui S=-0.37%- 0 (n c%j 95% OF MAX. In 2 C3 9 352 8 • � If It � ....._.,,.. 00 11 J C4 W= CONSTRUCT ALLEY ROLL-TOP CURB PER f.6- 4. m cn low- S=0.321 6 S=0.25% w # m -• j _j_j J-4 j J Kf S-- s-O,25% S-7 0�-yc L---L-- 11 1_: I ---PROPOSED SOUTH FLOWLINE 00 C) 1 63P z • _j L) 10+00> if + 11+00 12+00 <3 C3 LL: ig 9&j + * LL u- (3 LL: LA: LL- ej u: cj u- 0 -4 SEE SHEET 8 S'__0.25% 5 8 18 18 1&-, Co g o, *wi Ch ao,: C*4 0 1 r*_ 4* 14 Cl 2 tn N .0 0 in 32 32 all c� Ln OC4 .4 8 WT -; 10 v- W f.0 * 0 LL: 0 10 z 15 KI(n 4 OD 41 _j LL: , ?6" 0 U-i r-z r-z in rn 04 %n An C4 46 Pz (0 (0 cs in ui CO ad Ln Ln W3 to co cc 06 v_: r1w• 00 49' c ui m m r-: a C) lw- tne- *M- If- C) P 04 t%. 00 06 r-_ ++ a C) ++ Cl 0 ++ a C) ++ Co a ++ 04 clq ++ C4 C4 ++ c*4 C14 ++ C4 04 OLu + ++ 1* 14- ++ V) C74 R C4 04 T R-tl-\ CT N0. 6 2 2 3 BAR R++ Y Et� '4 e-lli _j_j 00: 0 MANDALAY PLACE O� • <.: ++ LLj cr_ SE SHEET 2 d 1_� 1-- . 0� J ;5;5 d ;5 1.- SEE SHEET 8 0 ;5e ;� ;�;� o:: I �<_: u 00 w (n (n cd cn cn 0. cn cn uj (n (n IA: co cn cn a. U) U) wo w cn co* cj u: m ul cn cn cn cn c� cn U) 16 32' UNIT 6 q CATCH BASIN NO. 5 CN *d- N T RACT 1\40, 6223 uj m (n In 0 o 09 oc; C) 0 STA. 10+50.25 C.L., 12.00RT.= wi + 1 cq 'Ne fll.- rn 2 ec;, o tn C> 04 tn 1 wf Cl .4- cs C4 STA 10 +50 25 r* i C888 Z 8 lcl ill 8 6 z loo z 0 LAJ 0 * r.. r, tn Or) 360 358 356 354 352 NORMAL F.L. ELEV. 353.69 DEPRESSED F.L. ELEV. 353.52' SOUTH FLOWLINE LANESFIELD DRIVE (PRIVATE STREET) (STA. 10+00.00 TO 14+20.23) SCALE: 1 = 50' HORIZONTAL 1 5' VERTICAL SCALE• 1'*' = 50' HORIZONTAL 13$ = 5' VERTICAL LEGEND. ABBREVIA110n 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. SM. T-1. FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. -<D-- FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. SM. ST-14. (REFERENCE DETAIL SHEET 9) FURNISH & INSTALL ALLEY TIGHT -5800 LUMEN PER C.O.B. SM. ST-14. (REFERENCE DETAIL SHEET 9) INSTALL W31 {CA) SIGN WITH OM4-3 MARKER AT PHASE: BOUNDARY OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED AT SAME TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. LEGEND: (CONT.� 00 Lo LENGTH TANGENT DELTA C4 Lo 25♦001 39.27s STA. 10+00.00 C.L. PARKERHILL DR= 90W00N 2 E.C.R. In to wi " 4534923* STA. 16+23.99 C.L., BARROWBY ST In 7.23" 3.78" 41 (3 Ir C) id ev Lo >; • L4 Z M >; i j 4 APPROXIMATE w U-1 06 w ao 94 M Ui Z >; w w . ..j ui w z EXISTING GROUND 0 a ul C &a c% 4 --;-- -> La PC Lq m 0.- -4 01 �i 0; cri rl*_• CENTERLINE + + (o + Go + • RUNNING BOND FOR ALL CROSSWALKS, LONG SIDE OF BRICK uj j- + LL. UJ -1 2- < + . o Lo + o V_ w + co lw- C*4 04 C.4 CN z cr_ d *Fw TRAIT NO. cj 00 An­w- + L 0: < t_'. ch X. cn z S=-0.37%- co ..... Mow" S---O 25% DEPRESSED F.L. ELEV. 352.95 95% OF MAX. -T- 2 C4 352 8 • � If It � ....._.,,.. 11 J s__m 4-ft► 8 W= CONSTRUCT ALLEY ROLL-TOP CURB PER f.6- 4. m cn low- S=0.321 6 S=0.25% w # I W _j V] -Z f-Z I : f w- w S-- s-O,25% S-7 0�-yc L---L-- 11 1_: I ---PROPOSED SOUTH FLOWLINE w 44 o L) 10+00> if 11+00 12+00 > > 13+00>: ig 0 _j a Cl -S---0.51 Lil Ul a © w -40 SEE SHEET 8 S'__0.25% _j 8 _j 8 _j a 6 TRACT BOUNDARY lz� V) H FLOWLINE C-4 ui V_ 4 OD 41 _j LL: SOUTH FLOWLINE- C4 SCALE• 1'*' = 50' HORIZONTAL 13$ = 5' VERTICAL LEGEND. ABBREVIA110n 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. SM. T-1. FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. -<D-- FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. SM. ST-14. (REFERENCE DETAIL SHEET 9) FURNISH & INSTALL ALLEY TIGHT -5800 LUMEN PER C.O.B. SM. ST-14. (REFERENCE DETAIL SHEET 9) INSTALL W31 {CA) SIGN WITH OM4-3 MARKER AT PHASE: BOUNDARY OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED AT SAME TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. LEGEND: (CONT.� q INTERSECTION CURVE RADIUS LENGTH TANGENT DELTA G) 25♦001 39.27s STA. 10+00.00 C.L. PARKERHILL DR= 90W00N 2 E.C.R. 7.95' 4.20' 4534923* STA. 16+23.99 C.L., BARROWBY ST 10.00! 7.23" 3.78" 41 (3 Ir C) ce < CATCH BASIN NO. 2 STA. 13+92.00 C.L., 12.0OLT.-_ X + + w + - 1_2 cq ul U-1 06 --_�� f m w UNff '4c (A 0- U) w ME 4 C41 (n STA. 12+70.50 C.•. 12.00LT.- STA. 12+73.75, F-L STA. 13+95-25, F.L. + 8:8 356 % J= • w La PC vid K)o + + to 10 w w S--- 0.287 354 re) 0 V. 44- UJI c_>j V) uj + + + • RUNNING BOND FOR ALL CROSSWALKS, LONG SIDE OF BRICK �_. 0 cq -..�_ .�.._.....� 352 Lq J w 14+00 �; r 15+0015+25 -94 cd in CL* En ul tn- SEE SHEET 9 NORMAL F.L. ELEV. 353-12 2 ALLEY *Fw TRAIT NO. 6223 00 An­w- + w m ..2 + ­4 0 + U- _. B.C•R. - ELEV.=354.24 T.C. 354 z S=-0.37%- co ..... Mow" S---O 25% DEPRESSED F.L. ELEV. 352.95 95% OF MAX. -T- 2 C4 352 8 • � If It � ....._.,,.. 11 J W= CONSTRUCT ALLEY ROLL-TOP CURB PER f.6- 4. m cn If SEE TRACT 6223 UNIT 6 BARROWBY IREET w < _0� (n j W _j V] -Z f-Z I : W 10+00"4 It 11 1_: 11+00 t-: MAINDALAY PLACE t_: STREET IMPROVEMENT PLANS SEE SHEET 2 ig 0 _j a Cl -S---0.51 a © (j SEE SHEET 8 S'__0.25% _j 8 _j 8 _j a 6 TRACT BOUNDARY S- -x0.25% V) H FLOWLINE C-4 ui V_ 4 OD 41 _j LL: cd C4 49# LjLj 49' C4 Lo 00 06 r-_ TRACT BOUNDARY cq OLu cr_ 8 12+00 _j _j -_j _j _j_j 40 9 w 40 14+00 _j _j LLj cr_ < n' _j J cr LL u 00 IA: 4 - • cj u: 32 16 32' d CN *d- N T RACT 1\40, 6223 0 o 09 oc; C) 0 wi + 1 cq 'Ne fll.- rn 2 ec;, o tn C> 04 tn 1 wf Cl .4- cs C4 oo(o'm c*4 C888 Z 8 lcl ill 8 6 z loo z 0 LAJ 0 * r.. r, tn Or) C4 C-4 into + 4m4m tnul) + + s.6 r-z COW + + V_ V_ - 1 4 © 00 C> q*ul 4w On to "it W. 14- 0 406 %_%� + + T_; 5 + + + + w r) r) UN IT 1 " I I 18 12' + + ct 0 Cl 0 so- CD C.> V_ V_ + + 04 04 + + 04 + + c*4 clq + + 04 10, a- I— lq- V.- 3: + + ul cr_ -o! OE 0 . . cn • Q 4c;5 a:: . . oo z d . e. rR cn cs cj ;5 2 P P cl� P cl� 'j w w w a- W(n w (n w cn in a- ('n uj w in ca w w m cn in a: (ncn w cn v) < cn cn m cn cn cn 7A' a IL Doc 4162 11+00 18' DRAIN Lo bo a -12+Go- - - 2 1 +0 18* DRAIN .2 ­14-rOu L3 8" DRAIN I 3 CN S8 5'18*E "-co cm - " s le DRAIN 8w SEWER EX. 8* SEWER A z EX. SEWER q INTERSECTION CURVE RADIUS LENGTH TANGENT DELTA G) 25♦001 39.27s STA. 10+00.00 C.L. PARKERHILL DR= 90W00N 2 10-00' 7.95' 4.20' 4534923* STA. 16+23.99 C.L., BARROWBY ST 10.00! 7.23" 3.78" 41 (3 Ir C) ce < CALTRANS TYPE IV ARROW, LEFT OR RIGHT + X + + w + - 1_2 cq ul U-1 06 --_�� f m w w '4c (A 0- U) w ME 0 C41 (n E.C.R. - ELEV.=355. 10 T•C. STA. 10+37.00 C.L. 12.0ORT. Ir- + ClJRVE TABLE CURVE RADIUS LENGTH TANGENT DELTA G) 25♦001 39.27s 25.001 90W00N 2 10-00' 7.95' 4.20' 4534923* >; 10.00! 7.23" 3.78" 41 Rl FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. SM. T-19*- *Rl-1 STOP cc "vR6-1 ONE WAY "W31 W14-1" - DEAD END *R5-1 DO NOT ENTER *WI4-2* - NO OUTLET *R26(CA)* - NO PARKING *W1 -7* - DOUBLE ARROW "R3 -5R RIGHT TURN ONLY **WI-6" - SINGLE ARROW Lo "m -1" - CURVE ARROW SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. 28.00' to 00 >; LH W w S88#45*18"E- L6 335.00' S88*45*18"E to 00 z a 360 CALTRANS TYPE IV ARROW, LEFT OR RIGHT + X + + w + - • U4 L! - --_�� {{ 353 m w (A m '4c (A 0- U) w ME 0 C41 (n E.C.R. - ELEV.=355. 10 T•C. STA. 10+37.00 C.L. 12.0ORT. LAJ + 8:8 356 % J= • w La PC vid K)o + + to 10 w w S--- 0.287 354 re) 0 V. 44- UJI c_>j V) uj + + + • RUNNING BOND FOR ALL CROSSWALKS, LONG SIDE OF BRICK �_. 0 cq -..�_ .�.._.....� 352 Lq J w 14+00 �; r 15+0015+25 -94 cd in CL* En ul tn- SEE SHEET 9 0 + + `•271 90% OF MAX. Cl + 00 An­w- + w m ..2 + ­4 0 + U- _. B.C•R. - ELEV.=354.24 T.C. 354 z Rl FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. SM. T-19*- *Rl-1 STOP (CA }" - END "vR6-1 ONE WAY "W31 W14-1" - DEAD END *R5-1 DO NOT ENTER *WI4-2* - NO OUTLET *R26(CA)* - NO PARKING *W1 -7* - DOUBLE ARROW "R3 -5R RIGHT TURN ONLY **WI-6" - SINGLE ARROW *R4-7* KEEP RIGHT "m -1" - CURVE ARROW "R81 (CA)" - BIKE LANE *W3-3" - SIGNAL AHEAD LINE TABLE STORM DRAIN - REFER TO SEWER &, STORM DRAIN PLANS 0 STORM DRAIN MANHOLE - -REFER TO SEWER & STORM DRAIN PLANS M9:Fm CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. u L2 30.7rr SEWER - REFER TO SEWER & STORM DRAIN PLANS L3 SM MANHOLE - REFER SEWER & STORM DRAIN PLANS. 0 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. 28.00' TRACT BOUNDARY L5 UNIT BOUNDARY LINE TABLE LINE LENGTH BEARING Ll 85.23" S88*45"18 rE L2 30.7rr S88*45*18"E L3 138•W S88'45'18"E L4 28.00' S88*4518 "E L5 23.00* S88#45*18"E- L6 335.00' S88*45*18"E 46.j z U4 I �j� "# C4 9 C5 g co M U M C,j C„j Qs C) 5" UI c� 0 co CD I + 18 181 C3 m 0: x - C4 76 26" + C) C> + + Co C:;)j V) 2 CALTRANS TYPE IV ARROW, LEFT OR RIGHT 3 cn a. M - BARROMY U4 L! f*.-. ro + CD 00 0i W) + SEE SHEET 2 m cn CL in ul w C41 (n E.C.R. - ELEV.=355. 10 T•C. STA. 10+37.00 C.L. 12.0ORT. LAJ + 8:8 54 UNIT 5 U4 I �j� blOTE 1. 0. ch 00 00 lo 00 FURNISH & INSTALL IRRIGATION CONDUIT C) c� < D U C) cs C) C6 < UI c� 0 wi to cd + W + :> CNJ + C3 m 0: w cl - - C4 c-.0 in w ui W PER C.O.B. STD. ST-4. (UNLESS OTHERWISE NOTED) 2 CALTRANS TYPE IV ARROW, LEFT OR RIGHT 3 cn UNIT 5 NORTH FLOWLINE PARKERHILL DRIVE (PRIVATE STREET) (STA. 10+00.00 TO 14+73.00) SCALE: 1" - 50' HORIZONTAL 1" - 5' VERTICAL NOTES: , CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST-1. blOTE 1. 0. ch 00 00 lo 00 FURNISH & INSTALL IRRIGATION CONDUIT 0- Cj C) C! 6 wi to 4 W) In M CD < < > m 0: Y ca cn CN w ui V_ PER C.O.B. STD. ST-4. (UNLESS OTHERWISE NOTED) w CALTRANS TYPE IV ARROW, LEFT OR RIGHT 06 Q ;g J._: cb a. M - L En U4 L! f*.-. ro + CD 00 0i W) + w + APPROXIMATE EXISTING GROUND 0 CENTERLINE CAL-TRANS TYPE \4 ARROW C41 (n uq LAJ + 8:8 54 HEIGHT AND 71/2" CURB FACE. • w La PC vid K)o + + < w w w 10% DARK IRON SPOT. IN REGARD TO THEIR COLOR, THESE BRICKS SHALL BE RANDOMLY SET THROUGHOUT THEIR RESPECTIVE W re) 0 V. 44- UJI c_>j V) uj + + + W RUNNING BOND FOR ALL CROSSWALKS, LONG SIDE OF BRICK �_. 0 cq eo ALLEY pu� NORTH FLOWLINE PARKERHILL DRIVE (PRIVATE STREET) (STA. 10+00.00 TO 14+73.00) SCALE: 1" - 50' HORIZONTAL 1" - 5' VERTICAL LEGEND: .(CONT.) NOTES: , CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST-1. blOTE 1. 0. ch 00 00 lo 00 FURNISH & INSTALL IRRIGATION CONDUIT lc FURNISH & INSTALL INTERCONNECT CONDUIT IB3 -5 lR6 -FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT wi to 4 W) In M O CURVE NUMBER FOR CURVE DESCRIPTION < > m 0: W W W w ui V_ PER C.O.B. STD. ST-4. (UNLESS OTHERWISE NOTED) (.> 2: CALTRANS TYPE IV ARROW, LEFT OR RIGHT 06 Q ;g J._: cb 0) • tC CALTRANS TYPE I ARROW 358 U4 L! f*.-. ro + CD to cq + 0i W) + w + APPROXIMATE EXISTING GROUND 0 CENTERLINE CAL-TRANS TYPE \4 ARROW foe uq LAJ + BRICK AREAS. cp a HEIGHT AND 71/2" CURB FACE. • w cn m w 0- < w w w 10% DARK IRON SPOT. IN REGARD TO THEIR COLOR, THESE BRICKS SHALL BE RANDOMLY SET THROUGHOUT THEIR RESPECTIVE 356 GUTTER LIP TO A DEPTH OF. 12 9$ UJI c_>j V) uj + + + W RUNNING BOND FOR ALL CROSSWALKS, LONG SIDE OF BRICK �_. 0 cq Wf al r-_ u: ALLEY pu� �; r M c%4 cd in CL* En ul tn- SEE SHEET 9 0 + + `•271 90% OF MAX. Cl + 00 An­w- + w m ..2 + ­4 0 + U- _. B.C•R. - ELEV.=354.24 T.C. 354 z S=-0.37%- co ..... Mow" S---O 25% F 95% OF MAX. -T- 2 C4 352 8 • � ....�_W.....- ...., AS REQUIRED PER C.O.B. STD ST-6. � ....._.,,.. CONSTRUCT PASSING AREA PER DETAIL ON SHEET 2. J W= CONSTRUCT ALLEY ROLL-TOP CURB PER f.6- 4. m cn I.- - . t a cr. - < 6..;� _ -_d (n W_ (n Z 0 m PROPOSED 350 C) m uj (n co < _0� (n UJ W _j V] -Z V_ lj� tz <- e. W 10+00"4 W © W -0 11+00 LEGEND: .(CONT.) NOTES: , CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST-1. blOTE 1. PROPOSED SAWCUT LIMIT LINE TS FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT IR FURNISH & INSTALL IRRIGATION CONDUIT lc FURNISH & INSTALL INTERCONNECT CONDUIT IB3 -5 lR6 -FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT TR3=NO. 3 1/2 SIZE IR5--NO. 5 SIZE TR6=N0. 6 SIZE O CURVE NUMBER FOR CURVE DESCRIPTION < > TAPER NUMBER FOR TAPER DESCRIPTION 3. ITEM OF WORK - SEE SCHEDULE CONSTRUCT 188 BOTTOM WIDTH DRIVEWAY W/39 WINGS V_ PER C.O.B. STD. ST-4. (UNLESS OTHERWISE NOTED) V_ "i in CALTRANS TYPE IV ARROW, LEFT OR RIGHT 06 Q ;g J._: AS APPLICABLE, TO BE PAINTED 0) • tC CALTRANS TYPE I ARROW 5. AS APPLICABLE, TO BE PAINTED vw* V_ 00 CALTRANS TYPE VII ARROW 0) AS APPLICABLE, TO BE PAINTED 00 n CAL-TRANS TYPE \4 ARROW co NOTES: , CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST-1. blOTE 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN > snow IMPROVEMENTS AND DETAILS. 00 CONSTRUCT 4* STANDARD SIDEWALK PER C.O.B. STD. ST-3.- C4 LOCAL STREETS - PAVEMENT TO BE 0.20" TYPE "B" A.C. -r, O OVER 0.40* CL. It AGG. BASE OVER 0.509 COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST-9. ,4, iw C4 V_ Ln 05 W) 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5" OPENINGS 6" CURB FACE PER DETAIL ON SHEET 2. V_ %_ V_ "i in CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST-3. 06 Q ;g J._: 0 0) • tC • d 5. C> C) vw* V_ 00 PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS 0) ii 00 n < C6 L4 uq LAJ + BRICK AREAS. cp a HEIGHT AND 71/2" CURB FACE. °es o- -4c V_ ej r-! ae 10% DARK IRON SPOT. IN REGARD TO THEIR COLOR, THESE BRICKS SHALL BE RANDOMLY SET THROUGHOUT THEIR RESPECTIVE w GUTTER LIP TO A DEPTH OF. 12 9$ UJI c_>j V) uj + + + W RUNNING BOND FOR ALL CROSSWALKS, LONG SIDE OF BRICK c; 0 cq Wf al r-_ u: ALLEY pu� �; r M c%4 cd in CL* En ul tn- SEE SHEET 9 0 + + 90% OF MAX. Cl + 00 An­w- + w m ..2 + ­4 0 + U- _. B.C•R. - ELEV.=354.24 T.C. SECTION LUM z m + _j STA. 14+73.00 C.L., 13.00RT. 00 + t:O in in co NOTES: , CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST-1. blOTE 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN > snow IMPROVEMENTS AND DETAILS. 00 CONSTRUCT 4* STANDARD SIDEWALK PER C.O.B. STD. ST-3.- C4 LOCAL STREETS - PAVEMENT TO BE 0.20" TYPE "B" A.C. -r, O OVER 0.40* CL. It AGG. BASE OVER 0.509 COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST-9. ,4, iw C4 V_ Ln 05 W) 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5" OPENINGS 6" CURB FACE PER DETAIL ON SHEET 2. V_ %_ V_ "i in CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST-3. 4. 0 0) • tC • d 5. La _j Z Lt's - W) > > PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS 0) CL >_ 00 n STANDARD SPECIFICATION 8010-21C-19. L4 uq Lq 7. BRICK AREAS. 1* HEIGHT AND 71/2" CURB FACE. °es u: uj a� ej 10% DARK IRON SPOT. IN REGARD TO THEIR COLOR, THESE BRICKS SHALL BE RANDOMLY SET THROUGHOUT THEIR RESPECTIVE w GUTTER LIP TO A DEPTH OF. 12 9$ UJI w w W RUNNING BOND FOR ALL CROSSWALKS, LONG SIDE OF BRICK c; 0 cq Wf al r-_ u: td C*4 pu� PAVEMENT TO BE 0.50" PORTLAND CONCRETE CEMENT OVER M c%4 cq 0 C4 0 06 00 90% OF MAX. Cl + 00 An­w- + w m ..2 + ­4 0 + U- _. v- 00 _uj, + SECTION LUM m w I m + 'r ]-.v V 00 + Cc -nr 95% OF MAX. -T- 2 C4 PATCH PAVEMENT AFTER STORM DRAIN INSTALLATION C'4 cn clq IV- I* AS REQUIRED PER C.O.B. STD ST-6. CONSTRUCT PASSING AREA PER DETAIL ON SHEET 2. J W= CONSTRUCT ALLEY ROLL-TOP CURB PER f.6- 4. m cn I.- - . t a cr. - < 6..;� _ -_d (n W_ (n Z 0 m < (f) Lj DETAIL ON SHEET 9. C) m uj (n co < _0� (n UJ W _j V] -Z V_ lj� tz <- e. M LJJ -S---0.51 (j CL S'__0.25% S- -x0.25% V) H FLOWLINE cr Ri LjLj 11 If OLu cr_ 12+00 13+00 > w 14+00 LLj 15+00 cr 00 CN *d- N SCALE.- 1 50' HORIZONTAL 1" 5' VERTICAL CONISIRU NOTES: , CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST-1. blOTE 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN > snow IMPROVEMENTS AND DETAILS. � CONSTRUCT 4* STANDARD SIDEWALK PER C.O.B. STD. ST-3.- 2. LOCAL STREETS - PAVEMENT TO BE 0.20" TYPE "B" A.C. CONSTRUCT HANDICAP RAMP PER DETAIL ON SHEET 2. O OVER 0.40* CL. It AGG. BASE OVER 0.509 COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST-9. ,4, CONSTRUCT ON-SITE CURB WITH 12" TOTAL CURB HEIGHT AND 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5" OPENINGS 6" CURB FACE PER DETAIL ON SHEET 2. smi PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST-3. 4. ADJUST EXISTING SEWER MANHOLES TO FINISHED GRADE. SAWCUT EXIST. E♦P. 1' BACK OR AS DIRECTED BY CITY ENGINEER. 5. EXISTING POLES TO BE RELOCATED. PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS 6. ALL DRAIN INLETS TO BE CHRISTY U23 CATCH BASIN WITH ��a STANDARD SPECIFICATION 8010-21C-19. ALHAMBRA FOUNDARY A2012 BICYCLE PROOF 24"x24" GRATE. CONSTRUCT TYPE "M' MEDIAN CURB WITH 14" TOTAL CURB 7. BRICK AREAS. HEIGHT AND 71/2" CURB FACE. °es PACIFIC CLAY BEAR PAVER: 60% RED FLASHED; 30% BURGUNDY; a� CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST-17. COMPACT SUBGRADE TO 95% OF MAX. TO 12s' BEYOND 10% DARK IRON SPOT. IN REGARD TO THEIR COLOR, THESE BRICKS SHALL BE RANDOMLY SET THROUGHOUT THEIR RESPECTIVE GUTTER LIP TO A DEPTH OF. 12 9$ UJI PATTERN. • PATTERNS SHALL BE AS FOLLOWS: > RUNNING BOND FOR ALL CROSSWALKS, LONG SIDE OF BRICK Z CONSTRUCT 16*-20' WIDE ALLEY PER C.O.B. STD. ST-12. LL. RUNNING WITH PEDESTRIAN TRAFIC. ��c PAVEMENT TO BE 0.50" PORTLAND CONCRETE CEMENT OVER COLORED CONCRETE IN ROUNDABOUTS SHALL BE SCOFIELD COLOR Apo 0.40" CL 11 AGG. BASE OVER 0.50" COMPACTED O.G. TO 0 C-25 SOMBERO BUFF. 90% OF MAX. CONSTRUCT 4" WIDE VALLEY GUTTER PER C.O.B. STD. ST-7, SECTION LUM PAVEMENT TO BE 0.50' PORTLAND CONCRETE CEMENT OVER 0.40* CL. 11 AGG. BASE OVER 0.500 COMPACTED O.G. TO LL. 95% OF MAX. 2 � PATCH PAVEMENT AFTER STORM DRAIN INSTALLATION Z 94M *M SECUM 6 SMMM to AS REQUIRED PER C.O.B. STD ST-6. CONSTRUCT PASSING AREA PER DETAIL ON SHEET 2. J W= CONSTRUCT ALLEY ROLL-TOP CURB PER DETAIL ON SHEET 9. 358 356 354 352 .�p..w�_� 350 15+75 7 -r7 *wlq pu 2, a s 6k RECORD DRAWINt A CD 0 to to cn V_ 0 Z 00 w z u- 0 < _3 _j Q(,,) t` 3 W W 00 3: Zt w to o LL_ co 0 W %%_oe 04 LLJ m 0 00 o 04 0 cr_ w uj tJ z: cx V) n z __j 00 00 to Of Z4 19f, 1d-.. . A. w u") W > snow � � O Mai smi W cc ��a CL � °es a� 2! UJI > Z =El LL. ��c Apo 0 Q C:) ze LL. � � Z to J W= Ix 4c M M LJJ (j CL C3 V) cr LjLj OLu cr_ LLj cr 00 N w u") W > snow � � O Mai smi W cc ��a CL � °es a� UJI > ��c Apo low LL. � � Z J 4c w u") E.C. - ELEVI53.58 T.C. STA. 10+36.28 C.L., 12.00LT. BARROWBY STREET u C) 26 LL.. SEE SHEET 2 co" REMOVE Go 0 Q Cal' Z_ u 181, TRACT BOUNDARY 18' 1 8 L2d I cl 1 C3 t-z c6 CIO tj 4 �� + 26 26' 2 C.4 to v- I 5 w ci 4 p _j (3 " if _j ci un _j to cj B.C. - ELEV. 353.76 T.C. if 1* >; to) V7 if >� -7 to ul >- m c) cq < co + STA. 10+12-01 C.L., 36.76LT. N UJ 4* I C14 0) UJ M 00 u-i ic: + C) (n w + 1 L + * a T" I pp i C) < CD Ix U d ;W� ;5 (j *e 2- . M V) 0- U) Lj cn B.C. STA. 9+82.30 C.L. 12.37LT.= STA. 9+65.65s F.L. 7 STA. 9+77.23, F.L. Ck INTERSECTION/B.C. N00'39'43"E RAD. STA. 10+00.00 C.L., LINCOLNSHIRE DR= STA. 10+00.00 C.L. BARROMY ST r 4 1 27 u C) 26 LL.. 1 1-: co" REMOVE Go < 1 00 of _j 0; d'-I i cl 1 C3 t-z c6 c + cci cci .. c4l 40 J T- - 1 V < 0*1 + C%4 w ci 4 p --! 0 LLJ M < < + + C-4 rz U-) En U-) + C14 0) UJ M + N o < C) + z V_ + CN Ld c,4 V_ • c- V) .;)j (n /1 < cn i U < 4) ;W� c� Ln 59.45' 2- r Ccdj tn4 vi Li UNR 5 5 u C) 24 LL.. 1 1-: co" REMOVE Go < 1 00 of _j 0; d'-I eZ`C ao ce t-: T,- c + cci cci .. + + to p; "d-Ito) LLj GRADING P LAN < 0*1 + C%4 i + LLj (n LLJ M < z c%4 0� CN In >_ + C-4 rz U-) En v ' 7-i a v - > 1 LLJ I 2206.00' 130.00" w cn ce + 0 z P w 0 WC3 LAG Z CN 0 + 00 18* DRAIN CN co 6 EX. 18" DRAIN LD- EX. 18! DRAIN EX, j_j 13+00- 5 +0 D f 18" DRAIN _[16+00 u ---4-S8617*32 E- ---12+0 -153-83 71 14+00 D - - + )&El -S8919482'E 1 - 164.28* co S 8 k_S_EW&R S - 13+ 15 0-- �s EX. 8* SEWER 00 7 1 8" SEWER Lo t-10 , 2 if CURVE RADIUS cr LL.. C2,1 LL_ REMOVE Go CC- eZ`C ao ce t-: 0XIS1ING ALLEY PER C> + cci cci .. 19 TR 7161 GRADING P LAN 0 1 C30 _j LL: • (j u- C) LL_ (n 00 C4 46 V_ co c%4 0� CN In >_ + C-4 rz U-) ov v ' 7-i a v - > 1 LLJ I 2206.00' 130.00" 22 ce + q 2300 z -4 ui ©a c> V_ /1 p z U w r r%- V "" 59.45' 2- 04 C 4 C0 tn4 vi Li �I z M� ul Q Q 8 LAJ 0) Z C'4 9 ce- C*4 00 z 04 0 Go �Mti C.> 0 + + LLJ + 00 Ld + Li + (n (n < ,a � ui in in i � � ti � I UNIT 7 0- w rfi\'I SM10- DE904MM: 11 1 � Q 10.2 > Lw" SEC'ncoi LEw cn 0.40* CL. 11 AGG. BASE OVER 0.50' COMPACTED O.G. TO .J 0 w 0 z P w 0 WC3 LAG Z CN 0 + 00 18* DRAIN CN co 6 EX. 18" DRAIN LD- EX. 18! DRAIN EX, j_j 13+00- 5 +0 D f 18" DRAIN _[16+00 u ---4-S8617*32 E- ---12+0 -153-83 71 14+00 D - - + )&El -S8919482'E 1 - 164.28* co S 8 k_S_EW&R S - 13+ 15 0-- �s EX. 8* SEWER 00 7 1 8" SEWER Lo t-10 , 2 if 358 356 354 352 350 CURVE RADIUS cr LL.. C2,1 LL_ 1226.00' Go CC- eZ`C ao ce t-: c<3 -i 1 C> + cci cci .. 19 to 6 C.4 00 U- 0 1 C30 _j LL: • (j u- C) LL_ p 4 00 C4 46 V_ co c%4 0� CN In >_ + C-4 rz U-) (n r-z v V_ 0 v - > 1 LLJ I 2206.00' 130.00" to < C + 58.49* + (D z -4 ui 0 Ml++ CLI++ ul LO c> V_ /1 p z _j oo..I uj w r r%- cl: . I < + 59.45' 2- 04 C 4 C0 tn4 1-2 Li 90*00'00" % CL CA vi < cn in ++ X 8 LAJ + + C> C> LLj V) RUNNING BOND FOR ALL CROSSWALKS, LONG SIDE OF BRICK C.> 0 c+) UJ V_ V_ PAVEMENT TO BE 0.50' PORTLAND CONCRETE CEMENT OVER T RA C....T N 0 E) 2 2 3 a: in vi c.--o MO UO3 cn cn z n ui in in Lai U1\4IT 4 UNIT 7 SM10- DE904MM: Z CONSTRUCT 4' WIDE VALLEY GUTTER PER C.O.B. STD. ST-7. PAVEMENT TO BE 0.50' PORTLAND CONCRETE CEMENT OVER z SEC'ncoi LEw 358 356 354 352 350 SOUTH FLOWLINE. LINCOLNSHIRE DRIVE (PRIVATE STREET) (STA. 10+00.00 TO 15+37.82) SCALE: 1' = 50' HORIZONTAL 1° = 5' VERTICAL E.C.R./BEGIN CURB & GUTTER Zillk. IV+af.UU9 TRACT 1\40. 6223 BARROYMY STREET SEE SHEET 3 ��I�I Ui III I zV51) -IN 11 WA. 10-tUl.VV ko.L., tIAKKUVVUT W TRACT BOUNDARYL CURVE. TAM CURVE RADIUS cr LL.. 00 LL_ 1226.00' Go CC- c'l + (D U- C> + cci cci .. CD Cl + U- TT cm • (j u- C) LL_ M 80 7.50' 00 + W + C-4 rz U-) (n r-z V) + 6 2206.00' 130.00" + + NN V_ V_ 58.49* + (D (A 47.149 0 Ml++ CLI++ ul LO cb co V_ /1 52.38* 26.209 1 * W _< IAJ + + in in 59.45' SOUTH FLOWLINE. LINCOLNSHIRE DRIVE (PRIVATE STREET) (STA. 10+00.00 TO 15+37.82) SCALE: 1' = 50' HORIZONTAL 1° = 5' VERTICAL E.C.R./BEGIN CURB & GUTTER Zillk. IV+af.UU9 TRACT 1\40. 6223 BARROYMY STREET SEE SHEET 3 ��I�I Ui III I zV51) -IN 11 WA. 10-tUl.VV ko.L., tIAKKUVVUT W TRACT BOUNDARYL CURVE. TAM CURVE RADIUS LENGTH ii \±2 LL_ 1226.00' 65.17' CC- W (D U- C> c; cc„ cci cci .. CD Cl C) m co < TT 88*5SW • (j u- C) LL_ co Qs 7.50' 00 + W + C-4 rz U-) (n r-z 0. _j < IL L + 6 2206.00' 130.00" 116.96" 58.49* + (D (A 47.149 0 Ml++ CLI++ ul LO cb co V_ /1 52.38* 26.209 1 * W _< IAJ + + 118.87' 59.45' 2- < Z ++ 1-2 25.00* 90*00'00" % CL CA vi < cn in 1 7.95' 4.20' 1 45"1 LLj RUNNING BOND FOR ALL CROSSWALKS, LONG SIDE OF BRICK M c-D cn (A RUNNING WITH PEDESTRIAN TRAFIC. PAVEMENT TO BE 0.50' PORTLAND CONCRETE CEMENT OVER TRACT ]NO, 6223 COLORED CONCRETE IN ROUNDABOUTS SHALL BE SCOFIELD COLOR �a� 0.40" CL 11 AGG. BASE OVER 0.50 COMPACTED O.G. TO Lai U1\4IT 4 90% OF MAX. SOUTH FLOWLINE. LINCOLNSHIRE DRIVE (PRIVATE STREET) (STA. 10+00.00 TO 15+37.82) SCALE: 1' = 50' HORIZONTAL 1° = 5' VERTICAL E.C.R./BEGIN CURB & GUTTER Zillk. IV+af.UU9 TRACT 1\40. 6223 BARROYMY STREET SEE SHEET 3 ��I�I Ui III I zV51) -IN 11 WA. 10-tUl.VV ko.L., tIAKKUVVUT W TRACT BOUNDARYL CURVE. TAM CURVE RADIUS LENGTH TANGENT DELTA LL_ 1226.00' 65.17' CC- W (D 2224.00' C> c; cc„ cci cci .. 0- C) 38.78' + 88*5SW • (j u- C) LL_ C4 P co 15.00" 7.50' 00'41'39* W + C-4 rz U-) (n r-z 0. _j < IL L 45'14'39" 6 2206.00' 130.00" 116.96" 58.49* 03*02'16" (D (A 47.149 0 Ml++ CLI++ ul LO 90001919,0 1� ad )<'od rn /1 52.38* 26.209 1 * W _< IAJ + + 118.87' 59.45' 2- < Z 25.00' 1-2 25.00* 90*00'00" % CL CA vi < cn in 1 7.95' 4.20' 1 45"1 LLj RUNNING BOND FOR ALL CROSSWALKS, LONG SIDE OF BRICK M c-D cn (A RUNNING WITH PEDESTRIAN TRAFIC. PAVEMENT TO BE 0.50' PORTLAND CONCRETE CEMENT OVER TRACT ]NO, 6223 COLORED CONCRETE IN ROUNDABOUTS SHALL BE SCOFIELD COLOR �a� 0.40" CL 11 AGG. BASE OVER 0.50 COMPACTED O.G. TO C-25 SOMBERO BUFF. U1\4IT 4 SOUTH FLOWLINE. LINCOLNSHIRE DRIVE (PRIVATE STREET) (STA. 10+00.00 TO 15+37.82) SCALE: 1' = 50' HORIZONTAL 1° = 5' VERTICAL E.C.R./BEGIN CURB & GUTTER Zillk. IV+af.UU9 TRACT 1\40. 6223 BARROYMY STREET SEE SHEET 3 ��I�I Ui III I zV51) -IN 11 WA. 10-tUl.VV ko.L., tIAKKUVVUT W TRACT BOUNDARYL CURVE. TAM CURVE RADIUS LENGTH TANGENT DELTA (D 1226.00' 65.17' 32.59' 03*024e (D 2224.00' 117.919 58.97* 03#02'16 (D 25.00s 38.78' 24.52# 88*5SW (D 1238.00! 15.00" 7.50' 00'41'39* W 10.00" 7.90' 4.179 45'14'39" 6 2206.00' 130.00" 116.96" 58.49* 03*02'16" (D CAL-TRANS TYPE V1 ARROW 47.149 30.01' 90001919,0 STANDARD SPECIFICATION 8010-21C-19. 1208.00' 52.38* 26.209 0279'05'* ©M 2242-00' 118.87' 59.45' 03*02#16* PACIFIC CLAY BEAR PAVER: 60% RED FLASHED- 9 30% BURGUNDY; 25.00' 39-27' 25.00* 90*00'00" in Lu* 10.00" 1 7.95' 4.20' 1 45"1 UNE TABLE LINE LENGTH BEARING Ll 36.62* S8919'48 L2 47.87' S88'45'1 8 "E 00 00 cli C4 c%ii C4 tin to cK 03 icli I uo C4 tn W _j i w L" 0. 0 _j g cc a C> ft z Lo W U. 00 r_ 0 < ul f%- 00 Ln jo r4 co 4 ­4 APPROXIMATE EXISTING _F co + + + LL. UJ I • >; + + o:: CN + + 0 F 0 GROUND 0 CENTERLINE !:9 _j + < 356 M >; m -Ni t 4- LLJ U) Fes-"_ 00 _oe a (1) m (A cd (f) (n (-.*I w z 0 uj W co gc 354 S-0-25% S=--0.26% .�.�. k ......__.._.__y ,,,�..._ .............._ � ,� - 352 .�, f. , � M._....... �._., �.... �-;....._. ,......,..�..._.:�.._._a....�.. _r� »�........ �_k.__p.�.�,_.._.,...�_. _..._.V.�.......�...� �.��._.....d......... �...a_. C. P 16POSED, SOUTH FLOWLINE I 350 10+00 12+00 13+00 14+00 15+00 16+00 16+50 SOUTH FLOWLINE SCALE: 1 = 50' HORIZONTAL 1 = 5' VERTICAL LEGEND* ABBREM ATIONS 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 PI VC POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE @) FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. SM. ST-13. @ EXISTING SURVEY MONUMENT FURNISH & INSTALL STREET NAME SIGN PER C.O.B. SM. T-1. FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. SM. T-1. -<D- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. SM. ST-14. (REFERENCE DETAIL SHEET 9) FURNISH & INSTALL ALLEY LIGHT -5800 LUMEN PER C.O.G. SM. ST-14. (REFERENCE DETAIL SHEET 9) INSTALL W31(CA) SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED AT SAME TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. LEGEND: (CONT.) Rl FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. SM. T-19: NOE& 1. *Rl-1 STOP "W31(CA)* - END TS "R6-1" - ONE WAY "W1440 DEAD END IR *R5-1" - DO NOT ENTER "W14-2" NO OUTLET is PR26(CA)" - NO PARKING "WI-7' DOUBLE ARROW "WI-6'0 j43 -5 TR6 "R3 -5R RIGHT TURN ONLY SINGLE ARROW ui *R4-7* KEEP RIGHT "Wl-lm CURVE ARROW 0 *R81(CA)" - BIKE LANE "W3 -3v SIGNAL AHEAD D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS 0 STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS L4 CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. uq PER C.O.B. SM. ST-4. (UNLESS OTHERWISE NOTED) 10 SEWER - REFER TO SEWER & STORM DRAIN PLANS W SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. 0 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. + TRACT BOUNDARY 6 UNIT BOUNDARY LEGEND* (CON I) STRUC710N NOTES; CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST-1. NOE& 1. PROPOSED SAWCUT LIMIT LINE TS FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT IR FURNISH & INSTALL IRRIGATION CONDUIT is FURNISH & INSTALL INTERCONNECT CONDUIT j43 -5 TR6 FURNISH & IN TALL SPLICE BOX FOR INTERCONNECT ui TR3=N0. 3 1) 2 SIZE TR5--NO. 5 SIZE TR6=N0. 6 SIZE 0 CURVE NUMBER FOR CURVE DESCRIP11ON 0 TAPER NUMBER FOR TAPER DESCRIPTION LLJ ITEM OF WORK - SEE SCHEDULE L4 CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/39 WINGS uq PER C.O.B. SM. ST-4. (UNLESS OTHERWISE NOTED) 10 CALTRANS TYPE IV ARROW, LEFT OR RIGHT W AS APPLICABLE, TO BE PAINTED LLJ CALTRANS TYPE I ARROW + AS APPLICABLE, TO BE PAINTED 6 CALTRANS TYPE VII ARROW 5. AS APPLICABLE, TO BE PAINTED Z 0 LU CAL-TRANS TYPE V1 ARROW BARROWBY STREE SEE SHEET 3 STA. 10+37.00 C.L., 12.00RT. 360 358 356 354 352 I IKIM I UNI I jw NORTH FLOWLINE MEDALLION DRIVE (PRIVATE STREET) (STA. 10+00.00 TO 14+03.13) SCALE: 1" - 50' HORIZONTAL 1" - 5' VERTICAL S=-0.26% I _00 00 11 I L1 W W 10+ 00 j. 0 8 EX. 18" DRAIN EX. 6 SEWER 15+00. -EX. 18" DRAIN ALLEY "E* SEE SHEET TRM�T N 6223 UNIT 3 TRACT BOUNDARY STRUC710N NOTES; CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST-1. NOE& 1. .00 C-4 IMPROVEMENTS AND DETAILS. ui tl� in pq ui ::; Ld m =:) Ix >; Lq Z L_jj LL_ L LLJ BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST-9. L4 w uq 360 10 6" CURB FACE PER DETAIL ON SHEET 2. W w LLJ co + + -�- 6 4k 5. 358 Z 0 LU + 7 U) + + co STANDARD SPECIFICATION 8010-21C-19. 0 a C) ©M APPROXIMATE EXISTING ; HEIGHT AND 7W CURB FACE. PACIFIC CLAY BEAR PAVER: 60% RED FLASHED- 9 30% BURGUNDY; GROUND 0 CENTERLINE o. c-i • W ;5 -cr. V) m U) 0- in Lu* in PATTERN. PATTERNS SHALL BE AS FOLLOWS: LLj RUNNING BOND FOR ALL CROSSWALKS, LONG SIDE OF BRICK +1 RUNNING WITH PEDESTRIAN TRAFIC. PAVEMENT TO BE 0.50' PORTLAND CONCRETE CEMENT OVER S=-0.26% I _00 00 11 I L1 W W 10+ 00 j. 0 8 EX. 18" DRAIN EX. 6 SEWER 15+00. -EX. 18" DRAIN ALLEY "E* SEE SHEET TRM�T N 6223 UNIT 3 TRACT BOUNDARY S--0.3870 S=0.2 9% PROPOSED NORM FLOWLINE f s 11+00 12+00 13+00 NORTH FLOWLINE SCALE: 1 = 50" HORIZONTAL 1 = 5' VERTICAL CON STRUC710N NOTES; CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST-1. NOE& 1. .00 C-4 IMPROVEMENTS AND DETAILS. Ln W) in pq ui ::; Ld m =:) Ix >; Lq Z L_jj LL_ L LLJ BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST-9. z Lq P6 LWAJ A- LUL-: T z 360 6" CURB FACE PER DETAIL ON SHEET 2. J X C-4 z + U- co + + -�- 6 SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER. 5. 358 PNN04 rommI PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS 6• ALL DRAIN INLETS TO BE CHRISTY U23 CATCH BASIN NTH 1-5 STANDARD SPECIFICATION 8010-21C-19. (n z 0 Ci CONSTRUCT TYPE "M" MEDIAN CURB NTH 14'" TOTAL CURB S--0.3870 S=0.2 9% PROPOSED NORM FLOWLINE f s 11+00 12+00 13+00 NORTH FLOWLINE SCALE: 1 = 50" HORIZONTAL 1 = 5' VERTICAL CON STRUC710N NOTES; CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST-1. NOE& 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN IMPROVEMENTS AND DETAILS. CONSTRUCT 4" STANDARD SIDEWALK PER C.O.B♦ STD, ST-3. 2. LOCAL STREETS - PAVEMENT TO BE 0.20" TYPE *B" A.C. ui OVER 0.40* CL. 11 AGG. BASE OVER 0.50' COMPACTED O.G. TO wwk 4 PI CONSTRUCT HANDICAP RAMP PER DETAIL ON SHEET 2. z BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST-9. 4 CONSTRUCT ON-SITE CURB WITH 12" TOTAL CURB HEIGHT AND 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5" OPENINGS 6" CURB FACE PER DETAIL ON SHEET 2. J PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST-3. 4. ADJUST EXISTING SEWER MANHOLES TO FINISHED GRADE. C> a IIIIIIIIIIII4 C+WIIc� SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER. 5. EXISTING POLES TO BE RELOCATED. PNN04 rommI PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS 6• ALL DRAIN INLETS TO BE CHRISTY U23 CATCH BASIN NTH STANDARD SPECIFICATION 8010-21C-19. ALHAMBRA FOUNDARY A2012 BICYCLE PROOF 24"x24" GRATE. Ci CONSTRUCT TYPE "M" MEDIAN CURB NTH 14'" TOTAL CURB 7. BRICK AREAS. HEIGHT AND 7W CURB FACE. PACIFIC CLAY BEAR PAVER: 60% RED FLASHED- 9 30% BURGUNDY; CONSTRUCT 122 WIDE CROSS GUTTER PER C.O.B. STD. ST-17. COMPACT SUBGRADE TO 95% OF MAX. TO 12'" BEYOND ui 10% DARK IRON SPOT. IN REGARD TO THEIR COLOR, THESE BRICKS SHALL BE RANDOMLY SET THROUGHOUT THEIR RESPECTIVE GUTTER LIP TO A DEPTH OF 12 PATTERN. PATTERNS SHALL BE AS FOLLOWS: LLj RUNNING BOND FOR ALL CROSSWALKS, LONG SIDE OF BRICK CONSTRUCT 16'-20' WIDE ALLEY PER C.O.B. STD. ST-12. RUNNING WITH PEDESTRIAN TRAFIC. PAVEMENT TO BE 0.50' PORTLAND CONCRETE CEMENT OVER COLORED CONCRETE IN ROUNDABOUTS SHALL BE SCOFIELD COLOR �a� 0.40" CL 11 AGG. BASE OVER 0.50 COMPACTED O.G. TO C-25 SOMBERO BUFF. 90% OF MAX. SM10- DE904MM: Z CONSTRUCT 4' WIDE VALLEY GUTTER PER C.O.B. STD. ST-7. PAVEMENT TO BE 0.50' PORTLAND CONCRETE CEMENT OVER z SEC'ncoi LEw cn 0.40* CL. 11 AGG. BASE OVER 0.50' COMPACTED O.G. TO .J 0 95% OF MAX. 2 PATCH PAVEMENT AFTER STORM DRAIN INSTALLATION Z SM WM SECIM 5 S�MM AS REQUIRED PER C.O.B. STD ST-6. 413 CONSTRUCT PASSING AREA PER DETAIL ON SHEET 2. m CONSTRUCT ALLEY ROLL-TOP CURB PER DETAIL ON SHEET 9. _,} _ t 356 354 35-2- 14+00 15+00 0 0) D o z 00 0 w 0 Z LL- < uj 00 V_ Lu co U- 0 (1) %.-Wo, N w Li m f-i 00 00 0 o ""waft :> 1cP / im ui doom cro ui wwk 4 PI 0 z cz 0 gL J C> a IIIIIIIIIIII4 C+WIIc� 0 ul PNN04 rommI 2 Ci e�j ui LLj �a� ,m m vm Z z cn .J 0 C:) Z IKE m W= C-) M I— V-) d cj w c W UI a uls 5--12w Li IIco C" co < CN C) Cu = 0) "7 t ui doom cro ��D wwk 4 PI 0 z cz 0 gL J C> a IIIIIIIIIIII4 C+WIIc� 0 ul PNN04 rommI 2 Ci e�j ui �a� ,m m vm z cn .J 0 Z IKE Cu = 0) "7 t CURVE TABLE CURVE RADIUS 1799.00' LENGTH 1 TANGENT 1 DELTA 1 1 L2 257.72' 129.99' 1878'50" 2 799.00' 372.22' 189.55' 26'41'30" 3 430.00' 125.35' 63.12' 16'42008" } 780.00' 184.53' 92.70' 13'33'19" 5 10.00' 7.86' 4.15' 45'03'1(0 s 10.00' 8.05' 4.25' 46'05'53" 25.00' 40.49' 26.25' 92'47'13" $ 780.00' 298.32' 149.97' 21'45'58" $ 411.00' 86.20' 43.26 12'01'01 # PACIFIC CLAY BEAR PAVER: 60 % RED FLASHED- 30% BURGUNDY; , 10.00' 7.78' 4.10' 44'35'34'" ii 10.00' 8.13' 4.30' 46'3412" 12 417.00' 15.00' 7.50' 02'03'40" 13 25.00' 44.24' 30.54' 101'23'22" 14 25.00' 54.25' 47.36' 12470'34" 8 42.00' 124.86' 496.51' 170'19'47" i6 447.00' 130.30' 65,62' 16642'08" t� 35.00' 5.85' 2.83' 09`14'39" is 42.00' 1 46.91' 26.24' 63"59'58" LINE TABLE LINE LENGTH BEARING L1 89.91' NI6*08'17"W L2 68.65' N16*08'17 "W L3 40.45' N780'45 "W L4 71.58' N78000045 "W L5 24.x' S11459'15 "W R,/'W 2' cr I I �d W m 1 1 STANDARD 4' SIDEWALK LANDSCAPE AREA § y4v.�_ i r ` 4 26' ci� 23 4(e q OAKLEY ST. (PRIVATE STREET _I_ RJiM _1 Cl N TRACT 1 \1J. 6223 U 1\4 IT 3 7' 17' 13' --19' 7 ' low 1 I La EXISTING C3 I •� c� m CURB & °w 0- GUTTER 2% MIN. 27 ! L=�,_CTAmnAon 4' SIDEWALK LANDSCAPE AREA 0.20' A.C. PAVING CURB 0.40' AGG. BASE 1.0' COMPACTED O.G. TO 95% RELATIVE DENSITY SEC11ON C SCALE:- 1 u = 10" HORIZ. 7 1" = 5' VERT. LEGEND* ABj REVI A- nON,S_ FL FLOWLINE POVC POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC ENO 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 INTERSEC11OIN TP TOP OF PAVEMENT OF VERTICAL CURVE F'C 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 9) FURNISH & INSTALL ALLEY LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. (REFERENCE DETAIL SHEET 9) INSTALL W31(CA) SIGN WITH OM4 -3 MARKER AT PHASE BOUNDARY OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED AT SAME TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. LEGEND: (CON I) R1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: -- - - --- -- "R1 --1'" - STOP "W3i (CA )" - END TS "R6 -1" - ONE WAY "W14 -1" - DEAD ENO iR "R5 -1" - DO NOT ENTER "W14 -2" - NO OUTLET Ic "R26 (CA" - NO PARKING "W1 -7" - DOUBLE ARROW "W1 TR3 - --- --T-R- 6 'R3 -5R - RIGHT TURN ONLY -6" - SINGLE ARROW "R4 -7' - KEEP RIGHT "W1 -1" - CARVE ARROW 1 "1181(CA)" - BIKE LANE "W3-3" - SIGNAL AHEAD - - D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS 0 STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. u PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) s SEWER - REFER TO SEWER & STORM DRAIN PLANS 0 SEWER MANHOLE -- REFER SEWER & STORM DRAIN PLANS. 5 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. 4. TRACT BOUNDARY 8 m. r ...r ■.. �......� ..f ,mss a. UNIT BOUNDARY r + cc 0) N;� Q� COO �x OAKLEY STREET 360 358 356 354 352 (PRIVATE STREET) (STA. 26 +26.09 TO 35 +62.05) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 'a\ ##� TRAC.7 NO. 6223 UNIT 5 360 _w (n ._�...., ...�....�.w....� 356 a R x 354 . �....v.M..�.....��..�....4.�..� 352 38+0038+25 LEGEND: (CONI) NOTES: CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. -- - - --- -- --- PROPOSED SAWCUT LIMIT LINE TS FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT iR FURNISH & INSTALL IRRIGATION CONDUIT Ic FURNISH & INSTALL INTERCONNECT CONDUIT TR3 - --- --T-R- 6 FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT TR3= NO. 3 1/2 SIZE TR5 =NO. 5 SIZE TR6 =N0. 6 SIZE 1 CURVE NUMBER FOR CURVE DESCRIPTION i TAPER NUMBER FOR TAPER DESCRIPTION ITEM OF WORK - SEE SCHEDULE CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W /3' WINGS 3. PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) CALTRANS TYPE IV ARROW, LEFT OR RIGHT 0 AS APPLICABLE, TO BE PAINTED 5 CALTRANS TYPE I ARROW 4. AS APPLICABLE, TO BE PAINTED 8 CALTRANS TYPE VII ARROW 5. AS APPLICABLE, TO BE PAINTED CAL -TRANS TYPE VI ARROW low GQN531RU!QTl.QN 1 NOTES: CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. 1. - SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN 0 IMPROVEMENTS AND DETAILS. CONSTRUCT 4' STANDARD SIDEWALK PER C.O.B. STD. ST--3. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 0.40' CL. II AGG.- BASE OVER 0.50* COMPACTED U.G. TO � CONSTRUCT HANDICAP RAMP PER DETAIL ON SHEET 2. BE COMPACTED TO 95% RELATIVE DENSITY PER C.Q.B. STD. ST -9. CONSTRUCT ON --SITE CURB WITH 12" TOTAL CURB HEIGHT AND 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS 6 CURB FACE PER DETAIL ON SHEET 2. 0 PER C.O.B. STD. D--14, UNLESS NOTED OTHERNSE. 5 CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST--3. 4. ADJUST EXISTING SEWER MANHOLES TO FINISHED GRADE. 8 SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER. 5. EXISTING POLES TO BE RELOCATED. PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS 6• ALL DRAIN INLETS TO BE CHRISTY U23 CATCH BASIN WITH �= STANDARD SPECIFICATION 8010-- 21C --19. ALHAMBRA FOUNDARY A2012 BICYCLE PROOF 24"x24" GRATE. CONSTRUCT TYPE "M' MEDIAN CURB WITH 14" TOTAL CURB 7. BRICK AREAS. " HEIGHT AND 7141 CURB FACE. N PACIFIC CLAY BEAR PAVER: 60 % RED FLASHED- 30% BURGUNDY; , CONSTRUCT 12 WIDE CROSS GUTTER PER C.O.B. STD. ST -17. R 10% DARK IRON SPOT. IN REGARD TO THEIR COLOR, THESE BRICKS .SHALL BE RANDOMLY SET THROUGHOUT THEIR RESPECTIVE COMPACT SUBGRADE TO 959 C3I� MAX. TO 12 BEYOND GUTTER LIP TO A DEPTH OF 12 PATTERN. • TEN PATTERNS SHALL BE AS FOLLOWS. 0 . RUNNING BOND FOR ALL CROSSWALKS, LONG SIDE OF BRICK oco CONSTRUCT 16' --20' WIDE ALLEY PER C.O.B. STD. ST --12. RUNNING WITH PEDESTRIAN TRAFIC. �Q PAVEMENT TO BE 0.50' PORTLAND CONCRETE CEMENT OVER COLORED CONCRETE IN ROUNDABOUTS SHALL BE SCOFIELD COLOR 0.40 CL. II AGG. BASE OVER 0.50 COMPACTED O.G. TO w C-25 SOMBERO BUFF. 90% OF MAXI CONSTRUCT 4' DE VALLEY GUTTER PER C.O.B. STD. ST -7. SE�T1til�1 �c�+�►. s�cn 11 PAVEMENT TO BE 0.50) PORTLAND CONCRETE CEMENT OVER 0.40 CL. II AGG. BASE OVER 0.50 COMPACTED Q.G. TO 0) 121 95'6 OF MAX. 0 _ '" "Nomwoommowan am 2 1 PATCH PAVEMENT AFTER STORM DRAIN INSTALLATION W SHM WWX SEOW IS SHM mm AS REQUIRED PER C.O.B. STD ST-6. mj 13 CONSTRUCT PASSING AREA PER DETAIL ON SHEET 2. M g CONSTRUCT ALLEY ROLL -TOP CURB PER O� DETAIL ON SHEET 9. 7- 17-1q py z 1 s e44,7 RECORD dRA1PVINC., co 0 to ly < 0 z 00 z Lam. I J . �- uj w 00 r w 0 W (D o w N ir W M Q 00 to z tV t 00 0 Of � o Q a i� S: m m � 4 Fli = a IL 0 0 vL �M 0 z co �= � N JE 0 LIJ oco w a 0) 121 0 W mj M g O� �d 4; m rr of i W� rr � co o to pr) �C� �. Fli = a IL 0 0 vL �M 0 co �= � N JE 0 oco w 0) 121 W mj 4 g O� Fli = a IL 0 CURVE TABLE FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. SM. T-19: RADIUS LENGTH TANGENT DELTA WCURVE CDD 25.00" 39-27' 25-01Y '90WOO QG ( D) 10.00' 9.27$ 5.06 53*07$48* UNIT 5 3 r-L. CL 4 CATCH BASIN NO. 3/P.I. STA. 10+30.00, C.L= STA. 10+25.43, F.L. LT.= STA. 10+25.43, F.L. RT. NORMAL F.L. ELEV. 352.63 DEPRESSED F.L. ELEV. 352.46 INTERSECTION STA. 10+00-00 C.L., MANDALAY PL= STA. 13+35.00 C.L., PARKERHILL DR 5 b1A. 1U+,5?5.UU, t.L. .0. � nw ftmmwmmm� � -mw I-: -J j 0 0 CD a Q 0 6 . I d _j f__: 9 d C44 UNIT 4 14 A�id 01(ci _:1c-j to�ipj PARKERHILL DRIVE UNff 3 et- * n 00 qd, ` _j 0 r Ln in LMESFIELD, DRIVE L9 OR C3 C3 uj in SEE SHEET 5 W) 10 I-jl 2 13 1 1 Ic; - 4 u)) -4 SEE SHEET 5 r"I at C, -.%: ell to o.'1 z CA 11 L� I.., I 11 --� I --i I in Q in CJ o'';1 oil 10 Q 6 Q ci Q a to 1­4 It? C5 cj C5 .�=_'1 1 ,11! C� a -n: 0 --% I - CD r") I CD 8 am aim r.L. L 1. =- STA. 15+46.56, F.L. RT. 0".N. _."_ 400.00000mmmow "o- _ WA. la-t-aDMU to.L.q LANLZOrILLIJ UK B.C. j%o Nll. f STA. 15+34.00 C.L., 8.0ORT.= STA. 15+34.00, F.L. W W Li- cn c� >; !:� PARKERHILL DRIVE r c) co V) cn w In W) co w En 20c-->, Ln V) 16 01 �j d � c� LMESFIELD DRIVE SEE SHEET 5 +w + ui + 19 17 'n C-0 V) E.01 V) .1 1 C4 1 re) SEE SHEET 5 1+ 1 Wl+ I + w + I + 0 C> C) 0 0; • 15 W C6 w 0: w uj cn MANDALAY PLACE (PRIVATE STREET) (STA. 10+00.00 TO 15+72.00) SCALE: 1" = 50' HORIZONTAL 1" 5' VERTICAL M • >; te) C4 C4 a. IR V) In J " "I w • W w w 0 z __j C! w Id- (D r'` z L4 APPROXIMATE EXISTING GROUND 0 CENTERLINE to) 4- cn + + w u: u") -358 3.58 m tc) _1 CNI U- ui 4- C) UJ cn a: y f 356 cco w z 0 lui (A 356 < 354 �..._..,._... �...... ._.__.�..�.�....�...._..,...�,� �.._......�...�....., ._..... �.... �. �._ �._..._...,:. w.._. �.�w.__.........._...,.a.�....� _ �..�.__.,.._..{....._.o. ...... �...._. �.. �. �.. �... �.....__ ��0 .31r°�._.�....__,.w.,.._._.... � ..�.� � _ � S=0.56% 354 S- 4 3512 __ -0- JUL PROPOSED WEST FLOWLINE if 350 350 11+00 12+00 13+00 14+00 15+00 15+50 -a re) ;n cj C-4 • >; to to to w • c; LLi C) :;; _j w LLj LAj z t6 J APPROXIMATE EXISTING GROUND 0 CENTERLINE us w _j 6 + + 14- L: C1 Lo to 358 358 (n in __j -T- 4- + + co T c6 (n a- In 3 356 � �W U) c-.0 to z 5 g x !!f i £ t 3 # S=0.56716' S--.. 0. 31 354 % f 354 4w .-S=04484Y 4- 352 352 PROPOSED EAST FLOWLINE 350 350 11+00 12+00 13+00 14+00 15+00 15+50 0 LEGEND. ABBREVIATIONS FL FLOWLINE POVC POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VER11CAL CURVE BCR BEGIN CURB RETURN P1 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. SM. T-1. FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. SM. T-1. -<Z>- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. SM. ST-14. (REFERENCE DETAIL SHEET 9) 0 FURNISH & INSTALL ALLEY LIGHT -580Q LUMEN PER C.O.B. SM. ST-14. (REFERENCE DETAIL SHEET 9) INSTALL W31(CA) SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED AT SAME TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. LEGEND: (CONTj R1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. SM. T-19: 8' "R1 -1" - STOP *W31(CA)* - END TS *R6-1"- ONE WAY "W14-1" - DEAD END IR "R5 -1" - DO NOT ENTER "W14-2" - NO OUTLET ic *R26(CA)* - NO PARKING *WI-7* - DOUBLE ARROW IR3 T 5 TR_ 6 *R3-5R* - RIGHT TURN ONLY "W1-6* - SINGLE ARROW wR4-7" - KEEP RIGHT *W1 -1 * - URVE ARROW O1 *R81(CA)'" - BIKE LANE W3-3" - SIGNAL AHEAD < > STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS -4 STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS 2% M I N. CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. u PER C.O.B. SM. ST-4. (UNLESS OTHERWISE NOTED) SEWER - REFER TO SEWER & STORM DRAIN PLANS 0 SEWER MANHOLE REFER SEWER & STORM DRAIN PLANS. 0 SEWER CLEANOUT REFER TO SEWER & STORM DRAIN PLANS. 4. TRACT BOUNDARY '� � UNIT BOUNDARY 0 LEGEND. {CONT.) 8s 8' PROPOSED SAWCUT LIMIT LINE TS FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT IR FURNISH & INSTALL IRRIGATION CONDUIT ic FURNISH & INSTALL INTERCONNECT CONDUIT IR3 T 5 TR_ 6 FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT TR3=NO. 3 1/2 SIZE TR5--N0. 5 SIZE TR6=N0. 6 SIZE O1 CURVE NUMBER FOR CURVE DESCRIPTION < > TAPER NUMBER FOR TAPER DESCRIPTION -4 ITEM OF WORK -SEE SCHEDULE 2% M I N. CONSTRUCT 18" BOTTOM WIDTH DRIVEWAY W/30 WINGS 3. PER C.O.B. SM. ST-4. (UNLESS OTHERWISE NOTED) CALTRANS TYPE IV ARROW, LEFT OR RIGHT 0 AS APPLICABLE, TO BE PAINTED CALTRANS TYPE I ARROW 4. AS APPLICABLE, TO BE PAINTED '� � CALTRANS TYPE V11 ARROW 5. AS APPLICABLE, TO BE PAINTED CAL-TRANS TYPE VI ARROW it cr. 2' S1DEWALK EASEMENT 70 8' STREET PARKING uj 2% MIN. 2Xo STANDARD SIDEWALK --/ LANDSCAPE AREA J CURB 49' 32' CURB & GUTTER MANDALAY PL (PRIVATE STREET) -0.20' A.C. PAVING -0.40' AGG. BASE 1.0! COMPACTED O.G. TO 95% RELATIVE DENSITY SEC"nON p D SCALE: 1" = 10" HORIZ. to 8 = 5` VERT. ( It 49 j 3.5' 32 71 4t, 8' STREET 21 SIDEWALK PARKING EASEMENT UJ CURB & GUTTER 2% MIN. Al, STANDARD SIDEWALK Emma= LANDSCAPE AREA CURB GONS31RUC130N. (D 8s 8' SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN LANDSCAPE I LANDSCAPE LOT AREA LOT AREA CONSTRUCT 4' STANDARD SIDEWALK PER C.O.B. SM. ST-3. 2. LOCAL STREETS - PAVEMENT TO BE 0.20$ TYPE "B" A.C. + 0- � CONSTRUCT HANDICAP RAMP PER DETAIL ON SHEET 2. r 2% MIN. 2% M I N. CONSTRUCT ON-SITE CURB WITH 12" TOTAL CURB HEIGHT AND 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3♦51 OPENINGS -0.20' A.C. PAVING -0.40' AGG. BASE 1.0! COMPACTED O.G. TO 95% RELATIVE DENSITY SEC"nON p D SCALE: 1" = 10" HORIZ. to 8 = 5` VERT. ( It 49 j 3.5' 32 71 4t, 8' STREET 21 SIDEWALK PARKING EASEMENT UJ CURB & GUTTER 2% MIN. Al, STANDARD SIDEWALK Emma= LANDSCAPE AREA CURB GONS31RUC130N. (D NO=.. CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST-1. 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN IMPROVEMENTS AND DETAILS. CONSTRUCT 4' STANDARD SIDEWALK PER C.O.B. SM. ST-3. 2. LOCAL STREETS - PAVEMENT TO BE 0.20$ TYPE "B" A.C. + OVER 0.40* CL. 11 AGG. BASE OVER 0.501 COMPACTED O.G. TO � CONSTRUCT HANDICAP RAMP PER DETAIL ON SHEET 2. r BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. SM. ST-9. CONSTRUCT ON-SITE CURB WITH 12" TOTAL CURB HEIGHT AND 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3♦51 OPENINGS 6" CURB FACE PER DETAIL ON SHEET 2. 0 PER C.O.B. SM. D-14, UNLESS NOTED OTHERWISE. CONSTRUCT 4♦5' COMBINATION SIDEWALK PER C.O.B. STD ST-3. 4. ADJUST EXISTING SEWER MANHOLES TO FINISHED GRADE. '� � SAWCUT EXIST. E.P. V BACK OR AS DIRECTED BY CITY ENGINEER. 5. EXISTING POLES TO BE RELOCATED. PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS 6. ALL DRAIN INLETS TO BE CHRISTY U23 CATCH BASIN WITH STANDARD SPECIFICATION 8010-21C-19. ALHAMBRA FOUNDARY A2012 BICYCLE PROOF 24"x24" GRATE. CONSTRUCT TYPE "M" MEDIAN CURB WITH 14" TOTAL CURB 7• BRICK AREAS. HEIGHT AND 7W CURB FACE. + PACIFIC CLAY BEAR PAVER.- 60% RED FLASHED; 309 BURGUNDY; 0 CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST-17. COMPACT SUBGRADE TO 95% OF MAX. TO 121* BEYOND low 10% DARK IRON SPOT, IN REGARD TO THEIR COLOR, THESE BRICKS SHALL BE RANDOMLY SET THROUGHOUT THEIR RESPECTIVE GUTTER LIP TO A DEPTH -OF 12 is PATTERN. PATTERNS SHALL BE AS FOLLOWS: L,LJ RUNNING BOND FOR ALL CROSSWALKS, LONG SIDE OF BRICK CONSTRUCT 16'-20* WIDE ALLEY PER C.O.B. STD. ST-12. co RUNNING WITH PEDESTRIAN TRAFIC. 0 PAVEMENT TO BE 0.50' PORTLAND CONCRETE CEMENT OVER COLORED CONCRETE IN ROUNDABOUTS SHALL BE SCOFIELD COLOR �w 0.40' CL. 11 AGG. BASE OVER 0.50' COMPACTED O.G. TO C-25 SOMBERO BUFF. 90% OF MAX. z CONSTRUCT 4" WIDE VALLEY GUTTER PER C.O.B. STD. ST-7. SEC1101 LEM PAVEMENT TO BE 0.50' PORTLAND CONCRETE CEMENT OVER 0.40' CL. 11 AGG. BASE OVER 0.50' COMPACTED O.G. TO 95% OF MAX. 0 2 .7LF PATCH PAVEMENT AFTER STORM DRAIN INSTALLATION SM MIN SEC101 IS SHM AS REQUIRED PER C.O.B. STD ST-6. J G � CONSTRUCT PASSING AREA PER DETAIL ON SHEET 2. m � CONSTRUCT ALLEY ROLL-TOP CURB PER DETAIL ON SHEET 9. z LLJ -7 Pu Z, ,- s 6.�� y ��t�f�D N D AW I G, cr) 0 0 z 00 z u- < _3 w < w 00 r W co 0 ti co 04 w p cc 0 my tJ >- :5j, �5;! + � r � 0 '� � � O + 0 low L,LJ co 0 �w z 0 .7LF low J G � m � z LLJ W =c I- c.nqp- C5 0: Lu C> 0- LW cn 6 co M ui as& UJI CD LL 01 **a% 0 + � r � 0 '� � � O + low co 0 �w ��a low J G � Q � z M ui as& UJI CD LL 01 a i= ca z UNIT 4 15 INTERSECTION STA. 10 +00.00 C.L., ALLEY "A "= STA. 14+51.00 C.L., LANESFIELD DR Nw 04 cr n LLj CA ALLEY "E" � (STA. 10 +00.00 TO 13 +12.00) SCALE: 1` = 50' ' Lu c � oa r s� r RAC, r J . ;-.A � sir SEE TRACT 6223 SEE TRACT 6223 STREET IMPROVEMENT � 1\1 IT � STREET IMPROVEMENT PLANS PLANS OAKLEY STREET SEE TRACT 6223 STREET IMPROVEMENT PLANS W ! W REMOVE EXISTING ALLEY PER TR 7161 GRADING PLAN z LESBERG :SIKLLI SEE TRACT 6223 STREET IMPROVEMENT PLANS W a MEDALLION DRIVE FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: UNrT 3 MCI FIXTURE W r 00 SEE SHEET 5 1 'V c REMOVE 00 a OCR LIVE;IELD DRIVE MEDITERRA EXISTING ALLEY PER r e SEE SHEET 5 , TR 7161 GRADING PLAN QW ...... 1.000.0.00...,,. .......�.....�. t-- . t lu �.......... -- ..-.. J -�- ---•- -�--- -*- - z w o --- s J � co• 0 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. CC} w J W V) = � j # .T� 111) 0 11 MEDALLION DRIVE 10 sue--• WM (Lo) # IM + tO WM 1 1 � U H 'r I I .-' N U �� k- d 14 d .r� h- W 4 xt 00 X I 1+ FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT c in X. 1 w M + ! 18" DRAIN " + QO w �.+ Cl 1 U 1\1 IT > a T vial 4'4 "E 31 oa: 12 +00 - 1 7 w cn Z w cn o° CONSTRUCT TYPE "M' MEDIAN CURB WITH 14" TOTAL CURB 7 " CUR FACE. HEIGHT AND � B d W 00 BRICK AREAS. PACIFIC CLAY BEAR PAVER: 603 RED FLASHED; 303 BURGUNDY; w CD 0lin 0 10% DARK IRON SPOT. IN REGARD TO THEIR COLOR, THESE BRICKS CONSTRUCT 1$' BOTTOM WIDTH DRIVEWAY Wj3' WINGS CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST --17. SHALL BE RANDOMLY SET THROUGHOUT THEIR RESPECTIVE PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED} COMPACT SUBGRADE TO 957 OF MAX. TO 12 BEYOND GUTTER LIP TO A DEPTH OF 12 to PATTERN. PATTERNS SHALL BE AS FOLLOW : d 9 U � f c� ! Rr- � f oj _ j CONSTRUCT 16' --20' WIDE ALLEY PER C.O.B. STD. ST --12. iT AS APPLICABLE TO BE PAINTED LANESRELDD DRIVE PAVEMENT TO BE 03.50 PORTLAND CONCRETE CEMENT OVER 3 3 COLORED CONCRETE IN ROUNDABOUTS SHALL BE SCOFIELD COLOR x�m SEE SHEET 5 .4 . 11 G. BASE OVER 0.50 COMPACTED O.G. TO 0 0} CL AG -. C 25 SOMBERO BUFF. ALLEY "E" � (STA. 10 +00.00 TO 13 +12.00) SCALE: 1` = 50' ' Lu c � oa r s� r RAC, r J . ;-.A � sir SEE TRACT 6223 SEE TRACT 6223 STREET IMPROVEMENT � 1\1 IT � STREET IMPROVEMENT PLANS PLANS OAKLEY STREET SEE TRACT 6223 STREET IMPROVEMENT PLANS W ! W REMOVE EXISTING ALLEY PER TR 7161 GRADING PLAN z LESBERG :SIKLLI SEE TRACT 6223 STREET IMPROVEMENT PLANS W a MEDALLION DRIVE FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: SEE SHEET 6 MCI FIXTURE W r 00 SEE SHEET 5 1 'V c STERNBERG 00 a OCR z MEDITERRA "R3 -5R" - RIGHT TURN ONLY "W1--6m - SINGLE ARROW r e "R4 -7" - KEEP RIGHT "W1 -1" - CURVE ARROW 2143 x ao - --- -� - - a 1 x w 0 13 +00 1 10 CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. u o --- s I a SEINER MANHOLE - REFER SEWER & STORM DRAIN PLANS. 0 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. CC} TRACT BOUNDARY w w 1� .. ., • • 11 MEDALLION DRIVE CONSTRUCT HANDICAP RAMP PER DETAIL ON SHEET 2. SEE SHEET 6 z ^M, W a jwz - ,� CL d 0- W W CJ) (n ALLEY �K� (STA. 10 +00.00 TO 13 +12.00) 12" 12" e F p � illl.Lfi. 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. LEGENDFL FLOWLINE POW 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 CURD PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH C014CRETE i 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. _CD_ FURNISH & INSTALL STREET LIGHT 5800 LUMEN PER C.O.B. STD. ST -14. (REFERENCE DETAIL SHEET 9) FURNISH & INSTALL ALLEY LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. (REFERENCE DETAIL SHEET 9) INSTALL W31(CA) SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED AT SAME TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. UNIT 1 9 _ wow _____....�.. q INTERSECTION STA. 13 +12.00 C.L., ALLEY "A"= STA. 14 +51.00 C.L., MEDALLION DR �-- REMOVE EX. 4' SIDEWALK PER SEX. 18" DRAIN TR 7161 GRADING PLAN 8 z w Aw { 8 s� cvi z o 7- t u Q� LEGEND: WONT.) FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: R1 MCI FIXTURE "R1 -1" - STOP W31 (CA) - END SEE SHEET 5 1 "R6 -1" - ONE WAY "114 -1" - DEAD END STERNBERG "R5-1" - DO NOT ENTER "1114 -2" -- Na OUTLET 14 "R26 (CA)" - NO PARKING "W1 -7" - DOUBLE ARROW MEDITERRA "R3 -5R" - RIGHT TURN ONLY "W1--6m - SINGLE ARROW r e "R4 -7" - KEEP RIGHT "W1 -1" - CURVE ARROW 2143 'R81(CA )" - BIKE LANE "W3-3" - SIGNAL AHEAD - --- -� - - a STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS 0 STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS 10 CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. u o --- s SEWER - REFER TO SEWER & STORM DRAIN PLANS (9 SEINER MANHOLE - REFER SEWER & STORM DRAIN PLANS. 0 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. w. TRACT BOUNDARY ... ...r +�* +*■ +� .r �.. .. UNIT BOUNDARY 0 T- STREET ALLEY 1 11WT RY'T1IRF PIFTAH 5 DESCRIPTION SIZE LIGHT POST MCI FIXTURE J SEE SHEET 5 1 STERNBERG STERNBERG STREET LIGHT 14 AUSTIN POLE MEDITERRA < r e 47'14 -FP5 2143 21 EXISTING ALLEY PER STERNBERG STERNBERG ALLEY LIGHT 10 CONCORD POLE NANTUCKET o SEE SHEET 550-- FP5 -10 7543 -TF -j z 5 a_ 1.1 STREET LIGHT BASE 2" 15" 2.5" MIN. 6" SLAB SEE C.O.B. STD ST 14 {4)Wx18"x3 "a ANCHOR BOLTS z z DD -' _j z #4 VERTICAL 0 0 w w GR6O REBAR „1 � 2Q,. am- 10" RADIUS (4) #3 TIES 0 10" SPACING (4) V x18 "x3 "J ANCHOR BOLTS Y ANCHOR LAYOUT MANUFACTURER STREET LIGHT PIER DESIGN NO SCALE UIVtT 2 3 OAKLEY STREET 18 � INTERSECTION STA. 10 +00,00 C.L., ALLEY "I "= STA. 15 +01.00 C.L., STILLBROOK DR 0 W p EX. 18" DRAIN r cn v Es cr. K 20 V} Y J w >- J C) d C.7 V T g N s �a CD I r s-- 0 U w w z UC) �j s u h ! 1 1 w . c 0000 o ; F' ! ! 1 1 1 STILLBROOK DI SEE SHEET 4 it w z M8 U 14 I ! EX. W DRAIN ! ! - � N01 14'42 "E 312.00' 2 00 - :- 1 00 EX. 18" DRAIN .� w v �� co U 4 ( I 1 � � T DIVE U ' �,_�� ALLEY "I" (STA. 10 +00.00 TO 13 +12.00) SCALE: 1" = 50' �i UNrr 5 PARKERHILL DRIVE J SEE SHEET 5 1 LEGEND: ICO N T. CL cD CMG z 27 1 2% COVE VJ ''Q: iI I < r e 00 3 x� cn �- p 21 EXISTING ALLEY PER ^ J w STILLBROOK DRIVE .� Z g TR 7161 GRADING PLAN Q o SEE SHEET 4 CONSTRUCT 4' STANDARD SIDEWALK PER C.O.B. STD. ST -3. STA. 15 +01.00 C.L., PARKERHILL DR M TS w. too 1 w Now ....,,= iR .. ., • • CONSTRUCT HANDICAP RAMP PER DETAIL ON SHEET 2. BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. z d CJ Z w w m W acs �� FURNISH & INSTALL INTERCONNECT CONDUIT C:� 0 u = r--- co V) W X I 1+ FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT c in 5z 1 w M + ! mw co + w �.+ Cl 1 U 1\1 IT > PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS 6. ALL GRAIN INLETS TO BE CHRISTY U23 CATCH BASIN WITH FOUNDARY A20312 BICYCLE PROOF 24 "x24"" GRATE. 6 1 7 w cn ALHAMBRA w cn 0 U w w z UC) �j s u h ! 1 1 w . c 0000 o ; F' ! ! 1 1 1 STILLBROOK DI SEE SHEET 4 it w z M8 U 14 I ! EX. W DRAIN ! ! - � N01 14'42 "E 312.00' 2 00 - :- 1 00 EX. 18" DRAIN .� w v �� co U 4 ( I 1 � � T DIVE U ' �,_�� ALLEY "I" (STA. 10 +00.00 TO 13 +12.00) SCALE: 1" = 50' �i REMOVE EXISTING ALLEY PER TR 7161 GRADING PLAN acs to M � ..J C.� c3 rn r- V) JULESBERG STREET SCALE: 1" = 50' 0.40' CL. it Ate. BASE 0.15' COLORED A.C. PAVING (COLOR TO BE DETERMINED) 050' COMPACTED O.G. 0.15' A.C. PAVING TO 90% RELATIVE DENSITY ALLEY PAVING SECTION N.T.S. R � 1 3' 3' on Mwc; ac► to Q V- 1d- Fd- (n cn UNrr 4 PARKERHILL DRIVE LL' SEE SHEET 5 1 LEGEND: ICO N T. CL cD CMG z 27 1 2% NOTE& VJ ''Q: iI I < r e 00 3 x� cn �- p 21 00 1 uj -- PROPOSED SAWCUT LIMIT LINE w EXISTING ALLEY PAVING INTERSECTION ooe STA. 13 +12.00 C.L., ALLEY "I "= SECTION CONSTRUCT 4' STANDARD SIDEWALK PER C.O.B. STD. ST -3. STA. 15 +01.00 C.L., PARKERHILL DR 13± 4 TS w. Mw -- iR N CONSTRUCT HANDICAP RAMP PER DETAIL ON SHEET 2. BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. z - - __._r� d 0- J --cz 1 cr IM ! W #- CONSTRUCT ON -SITE CURB WITH 12" TOTAL CURB HEIGHT AND w w m W acs �� FURNISH & INSTALL INTERCONNECT CONDUIT a3� as 1 6" CURB FACE PER DETAIL ON SHEET 2. V) 00 ! 00 W tl� lX 000 FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3. 2- ADJUST EXISTING SEWER MANHOLES TO FINISHED GRADE. T R A, C f 1\1 0 '12-A 3 SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER. ;--# PARKERHILL DRIVE 1 U 1\1 IT SEE SHEET 5 PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS 6. REMOVE EXISTING ALLEY PER TR 7161 GRADING PLAN acs to M � ..J C.� c3 rn r- V) JULESBERG STREET SCALE: 1" = 50' 0.40' CL. it Ate. BASE 0.15' COLORED A.C. PAVING (COLOR TO BE DETERMINED) 050' COMPACTED O.G. 0.15' A.C. PAVING TO 90% RELATIVE DENSITY ALLEY PAVING SECTION N.T.S. R � 1 3' 3' on Mwc; ac► to Q V- 1d- Fd- (n cn i .. . i SCALE. 1 » -= 50' LL' SAWGUT LEGEND: ICO N T. CL cD QONSIRUC11ON-NOTES; 27 1 2% NOTE& 2% 2% MIN. CONCRETE OR TURF r e 1 CONSTRUCT TYPE "B" CURB & GUTTER PER G.O.B. STD. ST--1. 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN -- -•- --^ - -- -� -- -- PROPOSED SAWCUT LIMIT LINE SEE DETAIL, SHEET 2. EXISTING ALLEY PAVING SEE ALLEY PAVING SECTION IMPROVEMENTS AND DETAILS. SECTION CONSTRUCT 4' STANDARD SIDEWALK PER C.O.B. STD. ST -3. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. TS FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT 1 = 5 VERT. OVER 0.40' CL. 11 AGG. BASE OVER 0.50' COMPACTED O.G. TO iR FURNISH & INSTALL IRRIGATION CONDUIT CONSTRUCT HANDICAP RAMP PER DETAIL ON SHEET 2. BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. z CONSTRUCT ON -SITE CURB WITH 12" TOTAL CURB HEIGHT AND 3. ALL CATCH BASINS TO BE TYPE "A"' WITH 3.5' OPENINGS �� FURNISH & INSTALL INTERCONNECT CONDUIT 4 6" CURB FACE PER DETAIL ON SHEET 2. V) PER C.O.B. STD. D--14, UNLESS NOTED OTHERWISE. TE3 - T&6 FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3. 4. ADJUST EXISTING SEWER MANHOLES TO FINISHED GRADE. TR3 =NO. 3 1/2 SIZE TR5 =N0. 5 SIZE TR6 =N0. 6 SIZE SAWCUT EXIST. E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER. 5. EXISTING POLES TO BE RELOCATED. 1 CURVE NUMBER FOR CURVE DESCRIPTION PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS 6. ALL GRAIN INLETS TO BE CHRISTY U23 CATCH BASIN WITH FOUNDARY A20312 BICYCLE PROOF 24 "x24"" GRATE. 1 TAPER NUMBER FOR TAPER DESCRIPTION STANDARD SPECIFICATION 8010-21C-19. ALHAMBRA ITEM OF WORK - SEE SCHEDULE o° CONSTRUCT TYPE "M' MEDIAN CURB WITH 14" TOTAL CURB 7 " CUR FACE. HEIGHT AND � B 7• BRICK AREAS. PACIFIC CLAY BEAR PAVER: 603 RED FLASHED; 303 BURGUNDY; 10% DARK IRON SPOT. IN REGARD TO THEIR COLOR, THESE BRICKS CONSTRUCT 1$' BOTTOM WIDTH DRIVEWAY Wj3' WINGS CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST --17. SHALL BE RANDOMLY SET THROUGHOUT THEIR RESPECTIVE PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED} COMPACT SUBGRADE TO 957 OF MAX. TO 12 BEYOND GUTTER LIP TO A DEPTH OF 12 to PATTERN. PATTERNS SHALL BE AS FOLLOW : d . RUNNING BOND FOR ALL CROSSWALKS, LONG SIDE OF BRICK S" CALTRANS TYPE IV ARROW, LEFT OR RIGHT CONSTRUCT 16' --20' WIDE ALLEY PER C.O.B. STD. ST --12. RUNNING WITH PEDESTRIAN TRAFIC. AS APPLICABLE TO BE PAINTED �Q PAVEMENT TO BE 03.50 PORTLAND CONCRETE CEMENT OVER COLORED CONCRETE IN ROUNDABOUTS SHALL BE SCOFIELD COLOR x�m ' .4 . 11 G. BASE OVER 0.50 COMPACTED O.G. TO 0 0} CL AG -. C 25 SOMBERO BUFF. CALTRANS TYPE I ARROW 9O OF MAX, SECTO I)ESMON: Cj V AS APPLICABLE, TO BE PAINTED CONSTRUCT 4' WIDE VALLEY GUTTER PER C.O.B. STD. ST -7. sEcTM LEM 1� PAVEMENT TO BE 0.50 PORTLAND CONCRETE CEMENT OVER A OVER 0.50 COMPACTED O.G. TO BASE L,, CALTRANS TYPE VII ARROW 03.40 CL. II AGG. _ �, _�__._ �.. cg> AS APPLICABLE, TO BE PAINTED o- 95% OF MAX. 2 PATCH PAVEMENT AFTER STORM DRAIN INSTALLATION SHM INX SEM Is S CAL-TRANS TYPE VI ARROW AS REQUIRED PER C.O.B. STD ST -6. 13 CONSTRUCT PASSING AREA PER DETAIL ON SHEET 2. z CD �4 CONSTRUCT ALLEY ROLL -TOP CURB PER V) DETAIL ON SHEET 9. i .. . i r LL' SAWGUT CL cD 2X MIN. 2% 27 1 2% it 2% 2% MIN. CONCRETE OR TURF r e . • r t : \_,--CONCRETE OR TURF ALLEY ROLL -TOP CURB < Uj EXISTING ALLEY ROLL -TOP CURB SEE DETAIL, SHEET 2. EXISTING ALLEY PAVING SEE ALLEY PAVING SECTION SECTION rE 0 Z SCALE: 1" = 10' HO RIZ. 1 = 5 VERT. R R 3' 3' SIDE ! ! SIDE 1' LANDSCAPE LOT 10, ALLEY 1 �, 1 LOT 1' LANDSCAPE EASEMENT EASEMENT W ' ' ! W w ! LL c 2 c SAWCUT 2% MIN. 27 I 2% MIN. _.. -- 110- ' =: -- CONCRETE O R TURF CONCRETE OR TURF- -� `� � `��' EXISTING ALLEY ROLL-TOP CURB ALLEY ROIL -T CURB EXITING ALLEY PAVING SEE DETAIL, SHEET 2. SEE ALLEY PAVING SECTION SECTION E SCALE: 1" = 10' HORIZ. 1 = 5 VERT. '\�9 Z O Z V cn 0 to 0 z 00 d- 0 z i � J Uj w 00 N (� w d CCU W co Q aX z W i7 C4 OC w E J v z r✓� z: d a � Q oo 0 r o e d y;, m m c� A-, :: 51- 0 m�� IL it < Uj . r..�, iE� 0 Z z >' Lu 4 V) �j E Ljj W LA_ o° to d W x�m t- Ln W_ Cj V a© L,, d o- M uj z CD V) VAj ©o 19 Q0 M < CN C I � a LL 0 IL it < Uj . r..�, iE� 0 Z R >' Lu Q �j Ljj d I � a LL 0