Loading...
HomeMy WebLinkAbout1.1-6758 Ph 1 -4 Record DrawingA.C. PAVING TESTING NOTES: STANDARD NOTES SP7-39.01 1. ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS AND 7-1_ ASPHALT CONCRETE. Asphalt concrete shall be Type A (modified) for all SPECIFICATIONS OF THE CITY OF BAKERSFIELD. CITY OF BAK RSF1 D arterial and collector streets and Type B (modified) for local streets and shall conform to 2. THE FOLLOWING CITY OF BAKERSFIELD STANDARDS SHALL BE CONSIDERED PART ' the provisions in Section 39, "Asphalt Concrete," of the Standard Specifications and these OF THESE PLANS: special provisions. ST -1> ST -3, ST -4, ST -6, ST -7, ST -9, ST -10 CALIFORNIA ST -11, ST -13, ST -18, D-14, D-16, T-1 KERN COUNTY Prior to the addition of asphalt binder, the combined mineral aggregate for Type A 3. REFER TO INDIVIDUAL STREET SECTION FOR PAVEMENT SECTION. (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. 4. INSTALL STANDARD SURVEY MONUMENT FRAME AND COVER PER CITY OF BAKERSFIELD STD. DWG. ST -13. Asphalt binder for Type A (modified) asphalt concrete shall be AR -8000 viscosity graded Q. TO BE INSTALLED STREET CONSTRUCTION PLAN asphalt, unless otherwise directed by the Engineer. Asphalt binder for Type B (modified) (9 EXISTING asphalt concrete shall be AR -4000 viscosity graded asphalt, unless otherwise directed by the FOR Engineer. The asphalt binder shall conform to the requirements in the table for 5• T INSTALL TRAFFIC CONTROL SIGNS "Steam -Refined Paving Asphalts," in Section 92-1.02, "Grades," of the StandardINSTALL STANDARD STREET NAME SIGNS PER C.O.B. STD. T-1 jZ�VIstO►J �3 S Specifications. � INSTALL METRO SIZE STREET NAME SIGNS PER C.O.B. STD. T-1 APPRO`•'ED B`(: -o- INSTALL STANDARD STREET LIGHTS, 5800 LUMEN H.P.S.V. RD R A - MCIN766H D � When directed by the City Engineer, aggregate conforming to any of the grading ED INSTALL STANDARD STREET LIGHTS, 9500 LUMEN H.P.S.V. TRACT 6758Q.C•E 3: 3`I 6)cp 0&/30//�, requirements in Section 39-2.02, "Aggregate", of the Standard Specifications shall be used to surface intersections. tapers, and other areas where thin layers of asphalt concrete are 6 INSTALL TYPE "B" CURB AND GUTTER, PER C.O.B. STANDARDS, ON ALL being constructed. STREETS UNLESS OTHERWISE NOTED. REVI Sr4N The amount of asphalt binder to be mixed with the mineral aggregate shall be determined by UNITS lm4 AePI2OVE0 ELY: ' the Contractor in accordance with California Test Method 367 using samples of materials 7. INSTALL 4.5' SIDEWALK ON ALL STREETS UNLESS OTHERWISE NOTED. AlAt/ SC.E. V DATE proposed for use in the work. The amount of asphalt binder shall be approved by the R.C• E. -324-78�Y_p tZ 141(I Engineer. 8. SEWER LATERAL LOCATIONS TO BE STAMPED ( S ) INTO THE CURB FACE OVER EACH SEWER LATERAL At least 14 days prior to the start of work, the Contractor shall submit the following for the 9. INSTALL ADDITIONAL # 3-1/2 PULL BOX FOR STREET LIGHTS AT P.G.& E. �' 9 W w �' " '�� engineer's review and approval: SERVICE POINT. ALL PULL BOXES TO BE INSTALLED ON A GRAVEL BED A I 8 9 7 a. A list of aggregate and asphalt sources. MINIMUM OF 6" THICK. I 5 6 69 1 2 3 4 5 6 2 $ 9 10 11 12 13 14 15 16 11 13 9 � that theaggregates to be incorporated in the work conform 10. INSTALL HANDICAP RAMPS PER CALTRANS 2002 REVISED DUAL UNITS - - - - - 8 6 b. Documentation verifyingSTANDARD PLAN RSP A88A CASE A. to the requirements of Section 39-2.02, "Aggregate," of the Standard 4 _ _ COD AVENUE- to VEMJE _ _ _ _ _ - Specifications and these special provisions. Material sieve analysis and sand 11 • ALL MANHOLE AND LAMPHOLE FRAME AND COVERS SHALL BE SET 1 /4" BELOW We 5 equivalent test results should not be older than six (6) months. All other test PAVEMENT GRADE. 3 7 68 67 66 65 64 WFl,'8 �27 26 [25 24 �23 22 + 21 20 119 181 17 12 We 23 _I24t 4 results should not be older than one (1) year. �T112. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED AT LEAST 2 WORKING � � I I 1S1!I 1 I IU 1�1 _I I _I_ ! I_ I 22 25as halt concrete mix desi n determined in accordance with California Test 367. DAYS PRIOR TO CONSTRUCTION. 1-800-227-2600. 1 2 1 i I 1 1 I I I I 1 1 1 1 I I I 1 1 f I --_J I 3 C. An p 9 Laboratorytest results on which the design is based shall be submitted with the mix 8 9 60 61 62 63 ZL�Tl[3!2 33 34 35 36 37 38 39 40 41 42 13 21 26 design along with the theoretical maximum density of the design mixture as 13• WARNING/REGULATORY SIGNS: SIGN PANELS SHALL BE MOUNTED ON POSTS - -I�_I_ I 2oncrete mix shall meet the requirements INS M2G SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR _ s L J lO ---� determined by ASTM D2041. The asphalt c WITH HAWK _ 20UN� � 271 Section 39-2.02, "Aggregate," of the Standard Specifications and these special EQUAL ROADSIDE SIGNS INSTALLED PER STD. T-19 SHALL BE LOCATED WITHIN _ _ - - _ _ of Sn t th t Is are substantially the same " FRflM BACK �PRQVWCETOINN AVENUE $ - 1 , �-JFCAIR ROAD GOS D ❑ 23FAIRVIEWW OAD 19 20 21 22 T0S R2 E0 29 28 27 0 0 26 30 0a a 30 McCUTCHEN ROAD w wHOSKING 31 a 33 w 34 35 36 31 0(If v=i MCKEE ROAD GREENFIELD TAF a HWY. PUMPKIN I 5 U�'94 W CENTER 1 /` 6 PROJECT�O cuRNow Q 2F] 4Ld SITEoLL_ !� 8 N 9 10 � 11 12 7 17 F161 T,31 S R27E F___1 15 14 Fij]R 18 provisions. If the data submitted shows tha a ma ena SIDEWALK 6 _ _ _ _ _ _ _ _ _ _ _ _ _ as when the design was prepared, the design may be up to three (3} years old. The © 19 I 28 Developer shall bear all costs associated with the asphalt concrete mix design. 14. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD 1Q - I1SIIIW1t1LL AVE. LIST OF MATERIALS DEPT. FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED 59 158 57 56 55 54 53 52 51 ''' S0 47 46 45 44 43 14 I 18 -Ii 29 WORKS 1[49T48I PUBLIC _ _ Where new asphalt concrete pavement is to conform to existing paved surfaces, the existing STREET RIGHT-OF-WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, I I 55 1 11 'I ' 1�_j�.� I� 111 I�] - I - I I I --I 41 ITEM pavement shall be saw cut. SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK I . t , +.-" > ,- -� I'�' "I="f'i --I� 1 17- 30 1 1 A.C. PAVING PERFORMED WITHIN THE RIGHT-OF-WAY AND INSURANCE SHALL BE POSTED I r 54 I 1 I 16 17 18 19 2D 21 22 ,� 23 24�2A51 26 27 28 29 30 15 _�_ 7 40 AGG. BASE A prime coat will not be required on non -paved areas to be surfaced prior to the placement PRIOR TO ISSUANCE OF THE PERMIT. I 14 115 pp ppalt however all other re uirements of Section 39-4.01, "Subgrade," of the Standard 13 I 1 1 4 U _ 3 A _ AY _- _ _ _ _ 16 5 - 31 SUBGRADE PREPARATION of asphalt q - _ Specifications shall be met. 15. AGGREGATE BASE: AGGREGATE BASE MATERIAL FOR ARTERIAL &COLLECTOR I 53 I 13 - - _ _ - - - 739 CURB AND GUTTER ROADWAYS SHALL MEET THE SPECIFICATIONS FOR CLASS 2 AGGREGATE BASEThe area to which paint binder has been applied shall be closed to public traffic. Care shall (CL 2 AB) CONFORMING TO SECTION 26 OF THE STATE STANDARD SPECIFICATION 52 _ _ _ be taken to avoid tracking binder material onto the existing pavement surface beyond the LATEST EDITION; HOWEVER, NO RECYCLED OR RECLAIMED MATERIAL WILL BE i of construction. ALLOWED. BASE MATERIAL IN LOCAL ROADS SHALL BE EITHER CL 2 AB OR I �. `� 1 _ 43 I 10 42 37 I 36 35) 34 33 32 31 32 33 34 35 36 I 37 limits CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200-2.4 OF I 1 51 �/ 50 49 148 4 47 1 46 44 41 I 38 1 I �_�_-,j . I I Paving joints shall match stripe locations unless otherwise permitted by the Engineer. THE "GREENBOOK". r --- 1 '� "T - -jr�'1" 1 12 I 12 �i� I I I Intersections and tapered shoulders shall be surfaced as directed by the Engineer. Additional AGGREGATE BASE SHALL BE FURNISHED AND PLACED IN ACCORDANCE WITH I 45 40 39 1 2 3 4 56647 $ 9 10 11 1 asphalt concrete shall be placed at road connections and private drives, where shown on the �' �� ' ' THE CONTRACT PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS 13 plans and as directed by the Engineer, and hand raked, if necessary, and compacted to form _ - _ __ CONSTRUCTION AND THESE DETAILED SPECIFICATIONS. AGGREGATE BASE $ 1 smooth, tapered connections. SHALL BE GRADED TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95% _ _ _ I 14 37 11 aTCHvn.� Avg _ The field density of compacted asphalt concrete shall be determined by OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D-1557. __ - -- - � � �36 29 � 28 I � 2015 a. A properly calibrated nuclear asphalt testing device in the field, or 16. SUBGRADE PREPARATION: THE CONTRACTOR SHALL FINE GRADE AND COMPACT , �I_ _ � .� 19 18 17 16 � STREET SUBGRADE IN ACCORDANCE WITH THE CONTRACT PLANS, CITY iI r b. ASTM D1188 when slabs or cores are taken for laboratory testing. Zinc stearate may REQUIREMENTS AND STANDARD SPECIFICATIONS. SUBGRADE SHALL BE GRADED -1 30 1 27 1 I I 21 1�-_ - -__ TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95% OF THE MAXIMUM i MATCH PAVING NOT A PART 1 35 1 - - -I I 1 - -' be substituted with paraffin. DRY DENSITY IN ACCORDANCE WITH ASTM D-1557. 31 26 9 22 I u __ In case of dispute, method b above shall be used. 34 1 -1 I SUMP 17. DUST CONTROL %.1 25 23 1 Were the compacted thickness of a layer of asphalt concrete is 0.15 foot or less, paving CONTRACTOR SHALL OBTAIN A COPY OF THE DUST CONTROL PLAN (DCP) A i� 33 32 WALL operations shall be conducted in such a manner that, at the end of each work shift, the FOR THIS PROJECT FROM THE DEVELOPER, AND SHALL KEEP A COPY ON I \ 24 -- --SITE- - length of pavement along the longitudinal drop-off between adjacent lanes is not greater SITE AT ALL TIMES. FOR THE DURATION OF CONTRACTOR'S OCCUPANCY _ ____ _-- __ - - -_ __ --- be surfaced during the following shift of OF THE SITE, CONTRACTOR IS REQUIRED TO COMPLY WITH THE + - - than that which can - - oncrete shall be placed along the transverse --- - - _ a drop-offs on each lane. Such additional asphalt concrete shall be hand raked and compacted PROVISIONS OF SAID PLAN. normal paving operations. Additional asphalt c to form temporary conforms before the lanes are opened to public traffic. Kraft paper, or 18 STORM WATER POLLUTION PREVENTION TAFT HIGHWAY - SR -119 I i other approved bond breaker, may be placed under conforms to facilitate the removal of the CONTRACTOR SHALL OBTAIN A COPY OF THE STORM WATER POLLUTION TO BE CONSTRUCTED PER ®DENOTES SHEET NUMBER KEY MAP conforms when paving operations resume. PREVENTION PLAN (SWPPP) FOR THIS PROJECT FROM THE DEVELOPER, SEPERATE SET OF PLANS ALL PHASES IN THIS PROJECT SHALL Mere the compacted thickness of a layer of asphalt concrete is more than 0.15 foot, paving AND SHALL KEEP A COPY ON SITE AT ALL TIMES. FOR THE DURATION INDEX OF SHEETS BE CONSTRUCTED SIMULTANEOUSLY, SCALE: 1"=200' operations shall be conducted in such a manner that the layer of asphalt concrete is placed OF CONTRACTOR'S OCCUPANCY OF THE SITE, CONTRACTOR IS REQUIRED on all contiguous lanes of the traveled way before the lanes are opened to public traffic. At TO COMPLY WITH THE PROVISIONS OF SAID PLAN. 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 19. COMPACTION TESTS SHALL BE THE SUBDIVIDERS RESPONSIBILITY. THE NUMBER AND TITLE adjacent along the transverse drop-offs on each lane and along the longitudinal drop-off between LOCATIONS OF THE REQUIRED TESTS SHALL BE DETERMINED BY THE ENGINEER. HET TITLESHEETH- adjacent lanes. Such additional asphalt concrete shall be hand raked and compacted to form CONTROL ALONG CITY STREETS 8, ASHINTULLY AVENUE, BOUNTY LANE & CABOT WAY temporary conforms before the lanes are opened to public traffic. Kraft paper, or other 20. CONTRACTOR SHALL PROVIDE TRAFFIC CON1 • COVER SHEET approved bond breaker, may be placed under the conforms to facilitate the removal of the FOR THE DURATION OF THE WORK, INCLUDING NIGHTS, WEEKENDS AND conforms when paving operations resume. HOLIDAYS. TRAFFIC CONTROL SHALL CONFORM TO THE GUIDELINES OF THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION'S "MANUAL 9 CALYPSO WAY COASTAL LANE & SURFSIDE STREET Asphalt concrete shall be compacted to a minimum 92 percent of the maximum theoretical OF TRAFFIC CONTROL FOR CONSTRUCTION AND MAINTENANCE WORK ZONES" 2, CAPE COD AVENUE b-2041. In-place density shall be determined in accordance AND CITY STANDARDS. ONE LANE FOR EACH DIRECTION density as determinedy ASTM D OF TRAFFIC SHALL BE MAINTAINED AT ALL TIMES. THE CONTRACTOR SHALL SUBMIT A TRAFFIC & PILGRIM HEIGHTS DRIVE with California Test 375. b CONTROL PLAN TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE START 32. 3. CAPE COD AVENUE & WELLFLEET DRIVE 10• If the in-place density of any lot of asphalt concrete is less than 92 percent or greater OF ANY CONSTRUCTION. NO STREET PERMIT WILL BE ISSUED NOR SHALL ANY advised that the CITY INSPECTION BE PROVIDED UNTIL SAID TRAFFIC CONTROL PLAN HAS BEEN 9-R 4. HATHAWAY AVENUE 11. MIKASA LANE & TONSET STREET than 94 percent of the maximum theoretical density, the contractor will be adv required relative compaction is not being attained and that the materials or procedures or APPROVED BY THE CITY ENGINEER. both, if needed, need adjustment. Asphalt concrete spreading operations shall not continue until the Contractor has notified the City Engineer of the BENCH MARK' S. HATHAWAY AVENUE & HATCHVILLE AVENUE 12R 12. PHILBIN STREET 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 BENCH MARK DISK STAMPED - Q 1157 RESET 1969 R 13. ASHE ROAD STREET PLAN density requirements. AT OLD RIVER, AT THE JUNCTION OF STATE HIGHWAY 119 AND OLD RIVER 6iZ• 6• PROVINCETOWN AVENUE I3 ' ROAD, IN THE TOP OF THE EAST END OF THE NORTH CONCRETE HEAD WALL I If the test results for any lot of asphalt concrete indicate that the relative compaction is OF TRIPLE CONCRETE BOX CULVERT B 11.44 OVER STINE CANAL, 19 1/2 7. WAREHAM DRIVE (1I -it• 14• ASHE ROAD STRIPING PLAN either less than 90% or more than 967., the asphalt concrete represented by that lot FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 50 FEET WEST OF THE shall be removed and replaced with material that does meet the in-place density EXTENDED CENTER LINE OF OLD RIVER ROAD LEADING SOUTH, 64 FEET EAST requirement. The corrective work shall be at the Contractor's expense. OF THE CENTER LINE OF OLD RIVER ROAD LEADING NORTH, AND ABOUT HANDICAP RAMPS METRO STREET SIGN STANDARD STREET N STOP SIGNS The Contractor should be aware of existing sewer and storm drain manholes within the LEVEL WITH THE HIGHWAY. O N S UNIT 2 LEGEND: 1s FURNISH & INSTALL INTERCONNECT CONDUIT -o- FURNISH &INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14 T$3 �s roadway. ELEVATION = 343.30 (U.S.G.S. DATUM NAVD 88) 939 CURVE NUMBER FOR CURVE DESCRIPTION R1-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: i 1245 - a STORM DRAIN - REFER SEWER & If the finished surface of the asphalt concrete does not meet the specified surface BASIS OF BEARING: FL ABBREVIATIONS FLOWLINE POVC POINT ON VERTICAL CURVE ® STORM DRAIN PLANS D STORM DRAIN MANHOLE - REFER TO SEWER & tolerances, it shall be brought within tolerance by either: (1) abrasive grinding with blades, (2) removal and replacement, or (3) placement of an 4166 12240 CL CENTERLINE BVC BEGIN VERTICAL CURVE "R81(CA)" - BIKE LANE STORM DRAIN PLANS equipment utilizing diamond be selected by the Engineer. The corrective work THE BEARING OF N89'04'33"W, FOR THE SOUTH LINE OF THE ELEV ELEVATION EVC END VERTICAL CURVE CoKSTRU�T l8�B�fTOM w/D'►H Derd(;W�y CATCH BASIN - REFER TO SEWER & asphalt concrete overlay. The method will SOUTHWEST 1/4 OF SECTION 34, T.30 S., R.27 E. M.D.M. AS BCR BEGIN CURB RETURN PI POINT OF INTERSECTION - 6 STORM DRAIN PLANS shall be at the Contractor's expense. SHOWN ON FILED MAP NO. 7-1 BK. 6, PG. 27, WAS USED AS ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE g SEWER - REFER TO SEWER & STORM If abrasive grinding is used to bring the finished surface to specified surface tolerances. THE BASIS OF BEARINGS HEREON. BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE OF CURB ® DRAIN PLANS SEWER MANHOLE - REFER TO SEWER & additional grinding shall be performed, as necessary, to enlarge the grinding area so that the limits of are at a constant offset from, and are parallel to, the nearest - EC PIVC END CURVE POINT OF INTERSECTION TC TP TOP TOP OF PAVEMENT 9 STORM DRAIN PLANS CLEANOUT - REFER TO SEWER & longitudinal grinding lane line or pavement edge, and the transverse limits of grinding are normal to the 72 72 OF VERTICAL CURVE FC FINISH CONCRETE ® SEWER STORM DRAIN PLANS pavement centerline. All ground areas shall be neat rectangular areas of uniform surface 1495 GB GRADE BREAK R/W RIGHT-OF-WAY appearance. Abrasive grinding shall conform to the requirements in the first paragraph and LF 2389 2990 3003 TRACT BOUNDARY the last four of Section 42-2.02, "Construction" of the Standard Specifications. LF - - - - - LF .paragraphs A fog seal coat shall be applied to all finished asphalt surfaces at the Contractor's expense. - fl FURNISH & INSTALL - SURVEY MONUMENT PER C.O.B. STD. S-29. .. PHASE UNE The fog seal coat shall be either rejuvenating agent or asphaltic emulsion as directed by the Engineer. @ EXISTING SURVEY MONUMENT � FURNISH &INSTALL TRAFFIC SIGNAL CONDUIT I 6' WING I w/2 STREET SIGN PER C 0 B STD S-40 FURNISH &INSTALL IRRIGATION CONDUIT DIG ALERT Call: TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA CENTERLINE STORM DRAIN LIP CURB AND GUTTER l /r; I D /..- FLOWLINE CURB AND GUTTER U) `-4 SI DEWALK CENTERUNE STORM DRAIN W 6' WING L A N D S C A P E in TYPICAL CATCH BASIN LOCATION AT CURB RETURN FURNISH & INSTALL ut O N S UNIT 2 FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. S-40. 1s FURNISH & INSTALL INTERCONNECT CONDUIT -o- FURNISH &INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14 T$3 �s 5 SIIZE INTERCONNECT TR3NN0 3 1, 2 SIZE�TR5 BOX SIZE -�- FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST -14 939 CURVE NUMBER FOR CURVE DESCRIPTION R1-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: i 1245 ITEM OF WORK -SEE SCHEDULE "R1-1" -'STOP "W3-1" - STOP AHEAD 959 SECTION DESIGNATION: "R6-1" - ONE WAY "S5-2" - END SCHOOL ZONE "R5-1" - DO NOT ENTER "S4-2" - WHEN CHILDREN ARE PRESENT 9337 SECTION LETTER "R26(CA)" - NO PARKING "S4-3" - SCHOOL 7196 A L "R3 -5R" - RIGHT TURN ONLY "R2-1" - SPEED LIMIT 20 4166 12240 _ _ - - - 2 "R4-7" - KEEP RIGHT 3118 9024 901 4436 "R81(CA)" - BIKE LANE I SHEET WHERE SECTION IS SHOWN "W31(CA)" - END W/OM4-3 MARKER NOTE: 4680 III "W14-1" - DEAD END SIGN NUMBERS ARE FEDERAL CODES 2419 CoKSTRU�T l8�B�fTOM w/D'►H Derd(;W�y "W14-2" - NO OUTLET UNLESS OTHERWISE INDICATED BY ® W 13, W r N&s rm C • D. P, S -To. ST- �UAILEss "Wl-7" - DOUBLE ARROW (CA). (CA) INDICATES CALIFORNIA - 13 &7HeFtWrS6 rlt�ep-SEE Dt=TAii.S CN 5r1e£T 12l� "Wt -6" - SINGLE ARROW CODES. - 6 fbR D•A. CoMf>L4,1 7, "Wt -1" - CURVE ARROW - - "W3-3" - SIGNAL AHEAD 1 - SIGNS VICINITY MAP NO SCALE UNIT UNIT 1 O N S UNIT 2 I T E UNIT 3 UNIT 4 OFFSIE TONS 1218 1529 1534 939 lv CUYD 1245 1562 1567 959 805 SQYD 9337 11716 11753 7196 6040 LF SQFT 4166 12240 5494 16505 5343 16525 3118 9024 901 4436 SQFT 5160 7560 6480 4680 - SQFT 2419 1987 2992 1256 - EA EA - 13 - 10 1 14 - 6 1 - EA - - - 1 - EA 6 8 10 7 - EA - - 2 - - EA 8 5 16 9 - LF 72 72 961 - 282 SOFT - - 1495 - - LF 2389 2990 3003 1498 - LF - - - - - LF - - 905 - - ASH 1774 NOTE: 1. A PRE -CONSTRUCTION CONFERENCE WILL - BE REQUIRED FOR THIS PROJECT., CONTACT THE CONSTRUCTION DIVISION AT (661) 326-3106 OR (661) 326-3049 AT LEAST 10 WORKING DAYS PRIOR TO THE DESIRED START OF CONSTRUCTION TO SET UP AN APPOINTMENT FOR THE PRE -CONSTRUCTION CONFERENCE. 2. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 48 HOURS NOTICE. TELEPHONE 326-3049 3. ALL MATERIALS SUPPLIED FOR THIS PROJECT WILL REQUIRE A CERTIFICATE OF COMPLIANCE STATING THAT THE REQUIREMENTS & STANDARDS SET FORTH BY THE CITY OF BAKERSFIELD HAVE BEEN MET. ENGINEER'S STATEMENT THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGEjPCY OR OTHER REVIEW BOARD. I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS AND DESIGN ITERIA SHALL BE 7'7 DURING �OI�S / 10N. , 1 � i I_,� / m_, BY: ROVER -/A. MCINTOSH K.U.t. JJJZZ EXP. 6-30-08 APPROVED BY: R/XUL M. ROJAS PUBLIC WOKKS UIKLU IUK R.C.E. 39880 EXP. 12-31-07 �► REVIEWED BY: REVIEWED BY: -- 4v-'. ASSISTANT PUBLIC WORKS DIRE TOTAL 6994 6138 46042 19022 80252 23880 8fi54 2 43 13 14 M J J J J z w ¢w�Z w �Cn co 0 a�z N U U O �• �U2V1� Z = U m 1- O M U i W N C) CDNe UJ 5in ; U�•-�w S/'I W = � d N NtOn O'� m0 N z ui M U (!1 C/1 J w= O o 0- N LU N Cn UJ w w w UJ C, o aQ CL b, N p "V � Q U d Zw lv � CD 0 I o O Z 00 O G� . � Z W Z in w� 00 w ILO o o 'm N 0! > W m o Y � Y Q Q W W � V1-1 DATE Z O V � W CID W Z = V W W Z � W co m t - b, N p "V � Q U d Zw lv DATE Z O V � W CID W Z = V W W Z � W co m t - ocv m000� v r�n. DATE Z O V � W CID W Z = V W W Z � W co m t - U N' 1 illl l 11 I I I WE LLFLEET DRIVE SEE SHEET 3 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 1 20.00' 31.42' 1 1 2 20.00' 31.25' I �i! 3 20.00' 1 illl l 11 I I I WE LLFLEET DRIVE SEE SHEET 3 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 1 20.00' 31.42' 20.00' 90'00'00" 2 20.00' 31.25' 19.84' 89'31'35" 3 20.00' 31.58' 20.17' 90'28'25" LINE TABLE LINE LENGTH F BEARING L1 47.07' 1 S89'02'47"E 352 LEGEND: - CL CATCH BASIN NO. 1 STA. 11+86.04 C.L., 20.00RT.= STA. 11+86.04, F.L. NORMAL F.L. ELEV. 344.78 DEPRESSED F.L. ELEV. 344.61 ABBREVIATIONS F.L. FLOWLINE P.O.V.C. POINT ON VERTICAL CURVE C.L. CENTERLINE B.V.C. BEGIN VERTICAL CURVE ELEV. ELEVATION E.V.C. END VERTICAL CURVE B.C.R. BEGIN CURB RETURN P.I. POINT OF INTERSECTION E.C.R. END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE B.C. BEGIN CURVE PCC POINT OF COMPOUND CURVATURE E.C. END CURVE TC TOP OF CURB P.I.V.C. POINT OF INTERSECTION T.P. TOP OF PAVEMENT OF VERTICAL CURVE F.C. FINISH CONCRETE Q 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. -o- FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. STD. ST -14. -E- FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. STD. DET. ST -14. IBJ � • 1 R1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: i "Rt -1" - STOP "W3-1" - STOP AHEAD rs "R6-1" - ONE WAY "S5-2" - END SCHOOL ZONE IR "R5-1" - DO NOT ENTER "S4-2" - WHEN CHILDREN ARE PRESENT Ic "R26(CA)" - NO PARKING "S4-3" - SCHOOL "R2-1" rR3 TR6 "R3 -5R" - RIGHT TURN ONLY - SPEED LIMIT 20 0.40' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE "R4-7" - KEEP RIGHT "R7-9" - NO PARKING/BIKE LANE Oj "R81(CA)" - BIKE LANE OTAPER "W31(CA)" - END W/OM4-3 MARKER NOTE: ® "W14-1" - DEAD END SIGN NUMBERS ARE FEDERAL CODES W CO "W14-2" - NO OUTLET UNLESS OTHERWISE INDICATED BY r,T C A = 'Wi-7" - DOUBLE ARROW (CA). (CA) INDICATES CALIFORNIA ^ "W1-6" - SINGLE ARROW CODES. O (n `� "WI -1" - CURVE ARROW r "W3-3" - SIGNAL AHEAD -- o STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS 0 STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS o CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. S SEWER - REFER TO SEWER & STORM DRAIN PLANS ® SEWER MANHOLE - REFER TO SEWER & STORM DRAIN PLANS. 0 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. TRACT BOUNDARY UNIT BOUNDARY CAPE COD AVENUE LEGEND: (CO_ NT.) O N O O a z - - - - - - - - - - - - PROPOSED SAWCUT LIMIT LINE rs FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT IR FURNISH & INSTALL IRRIGATION CONDUIT Ic FURNISH & INSTALL INTERCONNECT CONDUIT rR3 TR6 FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT 0.40' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE Oj CURVE NUMBER FOR CURVE DESCRIPTION OTAPER NUMBER FOR TAPER DESCRIPTION ® ITEM OF WORK - SEE SCHEDULE W CO CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS r,T C A = PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) ^ CALTRANS TYPE IV ARROW, LEFT OR RIGHT O (n `� AS APPLICABLE, TO BE PAINTED r CALTRANS TYPE I ARROW AS APPLICABLE, TO BE PAINTED ` NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT o STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT � PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. ® A.C. PAVEMENT TO BE REMOVED AND DISPOSED. 50.00 FT. CONSTRUCTION NOTES: O1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 O2 CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 QCONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL 3 UNITS STANDARD PLAN RSP A88A CASE A. CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. O COMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND GUTTER LIP TO A DEPTH OF 12". O5 SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER INSTALL W-31 (CA) SIGN WITH OM4-3 MARKER AT UNIT BOUNDARY ©OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED AT THE SAME TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT UNIT. OPAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 ORELOCATE EXISTING POLES BEHIND THE CURB, GUTTER & SIDEWALK AS DIRECTED BY THE ENGINEER. 10 REMOVE AND DISPOSE OF EXISTING A.C. PAVEMENT. 11 PAINT DETAIL 22 (DOUBLE -YELLOW) STRIPING USING PAINT PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN 12 A73C WITH W-31(CA) SIGN WITH OM4-3 MARKER. BARRICADE IS TO GO FROM FLOWLINE TO FLOWLINE. CONSTRUCT TYPE "M' MEDIAN CURB WITH 10" REVEAL, 13 PER C.O.B. STD. ST -2 (REVISED 6-2-99). II J O O O N J J O O 0 O QQ J J In In W O Z � Jour HNW Q c�N(17 W W _ II W _ o N � J J 1 00 J ++ = NN NN rn M M D Q O Z 00 U O It Z LL- Q J O N O O a z r \ N O w SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN 4;%t Ld U PLANS AND DETAILS:' w 00 LOCAL STREETS - PAVEMENT TO BE .0.20' TYPE "B" A.C. 0 R ' 0.40' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE I COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST 9. r. r Q clvt\'--�°`r W CO 0 r,T C A = 4. RAISE EXISTING SEWER MANHOLES TO FINISHED GRADE. O (n `� SECTION DESIGNATION: r N Q' m Ld m o Y � Y W U �4 c(� O p_ PROPOSED NORTH FLOWLINE NOTES: ° "r 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN 4;%t PLANS AND DETAILS:' 2. LOCAL STREETS - PAVEMENT TO BE .0.20' TYPE "B" A.C. 0 R ' 0.40' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST 9. r. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS clvt\'--�°`r PER C.O.B. STD. S-12, UNLESS NOTED OTHERWISE.r� r,T C A = 4. RAISE EXISTING SEWER MANHOLES TO FINISHED GRADE. SECTION DESIGNATION: V!�I l'f" 3 0'`«-�f SECTION LET411K SHEET WHERE SECTION I SHO 1l �L l'C 2 01J LY 10 -16 V1�t�T t our tl yam` ¢ �+�q , � �, Q 0 t d" N w o z F- 90 0 z O U c; Lu o o O t W F v IIA v e LLJ a� Z �- W CC Qf- 0 U Lu IL 0 w N N 0 N N 0 0 9 a 03 r U. 0 35 34 MINZIlMl II o� 00 UU O`JtA 8 Gr. 6 I4. S•(P• �9 � 6 �v 5 q DRIVEWAY _ 4. STA. 26+88.86, F.L. STA. 27+20.42. F.L. CAPE COD AVENUE (STA. 24+00.00 TO 26+32.94) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL N � J J I cD I Z STA. 26+56.30 C.L., 86.40RT. M M u ci `` I STA. 27+44.09, F.L 00000 W J p M J � LL: z J N N LL: W W "' M ++ 1 20' 20' E.C. M OD O LLI Z O LD ^ J ( m 30 35 C5 r+n C-4.14 STA. 26+53.76 C.L. 99.78RT.= C6 N V1 M� a R WAREHAM DRIVE STA. 27+57.79, F.L. m o> O) ow SEE SHEET 7 RUNE a i v~i w1;�;� w Ln -� m o)o�1iW CAPE COD AVENUE (STA. 24+00.00 TO 26+32.94) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL N � tq M � C6 M M u W J W M co M W W J p M J � LL: z J J L... LL: W W Ll N 352? v-,Ow� M OD O LLI Z O LD ^ J ( m r 35 s UC14 r APPR XIMATE r+n N U Q "' EXISTING N 19.46' M� a I �� m o> O) ow CEN RUNE a i v~i CV w } � Q +13`c's N Ln -� m o)o�1iW cy)to ( +� AlNN 0 Q W3' C+V > .- ;a;!-, Envv,,WN C+VNJN 135'22'58" 10 ri o ~ �lm 1' V) 134 N m u~¢i N c¢~nc¢~iizo�~~J n N in 1¢- v) 13.65' 6.92' 22'21'11" 14 84.00' 208.91' 247.41' 142'29'36" 15 S=-0.25% 13.70' 6.94' m 16 LO.25% S 0.50% 17 I+� I++ 35.33' dC CL LPFOPOSED N SOUTH FL WUNE U c-4' Now m L.; -- - - -0.99% N ROUND 0 CENTER $44 O cnWNceN mmma= o v r� V N -J N Q a 34 24+00 25+00 9"nn >> w LEGEND ABBREVIATIONS F.L. FLOWLINE P.O.V.C. POINT ON VERTICAL CURVE C.L. CENTERLINE B.V.C. BEGIN VERTICAL CURVE ELEV. ELEVATION E.V.C. END VERTICAL CURVE B.C.R. BEGIN CURB RETURN P.I. POINT OF INTERSECTION E.C.R. END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE B.C. BEGIN CURVE PCC POINT OF COMPOUND CURVATURE E.C. END CURVE TC TOP OF CURB P.I.V.C. POINT OF INTERSECTION T.P. TOP OF PAVEMENT OF VERTICAL CURVE F.C. FINISH CONCRETE FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. ® EXISTING SURVEY MONUMENT --t-- FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. + FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. -o- FURNISH & INSTALL STREET UGHT--5800 LUMEN PER C.O.B. STD. ST -14. -s>- FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. STD. DET. ST -14. SECTION DESIGNATION: SECTION LETTER k.-- -- A _2 SHEET WHERE SECTION IS SHOWN 2 3 II. 53 IIII sk, 52 N C. 54 tri 'G � � N N 9>>p�J' Nt O -'1 ti JL.: JJ 'i p X F�, y U ci �LL:- 51 Xpo�� ��� o �j}im N� �� ppp �9 a Q rna0o Oo N Q M 4'�C \O �� o� o 00 +++ + rn UNIT 3 H � n 56 TANGENT 3� Dp• �ti� 3CD~ OLD CD d tl rp II 1 PROAVNEN ,z J 55 31.86' o CD o N N � rZ M n M N SEE SHE[ ' QC»LD 22'2535" -4S IJ N MW J)pit;. 19.46' LL: O�- �� � ALL: �� m o> O) rn ..-: Z OOW� ¢ OBD O'n0 CD d CV Q N } � Q +13`c's N Ln -� m o)o�1iW cy)to ( +� AlNN 0 Q W3' C+V > .- ;a;!-, Envv,,WN C+VNJN 135'22'58" 10 ri o ~ �lm m V) NI N m u~¢i N c¢~nc¢~iizo�~~J n H CURVE n u J TANGENT 3� Dp• �ti� 3CD~ OLD CD d 8 j1 90'0600" 2 ,z J d 31.86' [ 3 N N � rZ M N I _4 QC»LD 22'2535" -4S IJ J ci 19.46' 8825'43" O�- I U "-w m o> O) rn I< aW ^^ 3L d �) 8 -N i I� i Q < Q CU ;a;!-, Envv,,WN 204.73' 4 CURVE n u J TANGENT 3� Dp• �ti� 3CD~ OLD 31.42' 20.06 90'0600" 2 p CV 31.86' [ 3 N N � LJ J J -j _4 6.94' 22'2535" u: u: 20.00' ci 19.46' 8825'43" O�- � 0 Nin 20.19' { 7 Go in �) 8 -N i I� i U v+i v++n �+n� 204.73' 135'22'58" 10 NOT USED 11 500.00' Go + CD + 01'02'30" t2 35.DO' 54.69' Cn m win a. N in 1¢- v) 4 CURVE RADIUS LENGTH TANGENT 3� Dp• �ti� Cl) 20.00' 5 X9 9y 9yFFj1. _ - - _ 1 2 ♦ i I Lf I/ji: 1 h`e t,�•' • .� 9 ?' POS 6x� '1 �`ti• �R 63405 " 3 �� 4 634 �, 6SP�,6kti �flN�d P� N00'37'04"W 15s 8" s 335.77�RAIN 24" DRA N 6 1 15+00 N0025'26»E �,�P' •MSEC ,I9 G �• CpP� 8 _24297 16+ \N � F - - - _+ - - - -H - - - - _ _ � c. 6x15 Op C' 1 t+0o 12+00 Z L1 a 8 t 1 14+00 o M 8" SEWER S S t 1pk� �/f \• 8 I �� 17 S �P. No - 50 OE DRIVEWAY u I Q o I S - -- -- -- _ 6x14. STA. 9+50.04, F.L N 1 2 J t I - R��- + g l S1P,1 � 1 16 1 2 1 II 1 ~ II t,.. II "1W� I 14 0 1 J -'1 J � I 20' 20' N ~ w I �, i. A � 63404 M m d � � "+ 63406 O I� ''_ I °°� o 9+ -73, F.L. 30' 30' .* o ro I $ 1 O I STA �„ 1 II N a0o } °D i- 00 �- °p W N O M CD N W [ O N f� DRIVEWAY -, 3 0 ( OR a " 16 . N Q Inm N �> _ + 4 9 r- U'` + w �N z Z U J J BOUNDARY `� M ^ N z -���w J [ ¢ cjcj ,i 1 -I '`' i UNIT BOUNDARY STA. 9+05.69. F.L `\ I I L._w �`` [ m . o Q cn cD - LQ I U LL: ` '� ra STA 87 F.L. 13 I ^^ 0 d 1 m I o o I z w -t rDco" o)rc m si d cn oo°° 5 4 P.R.C. �-�y.i-..-� \ 1 �� �- N m �N JQ 14:14*cD+ (nIN v +w �� �� (_3L' STA. 16+37.63 C.L 87.76RT.= 1 - Lo Lo c-.0 to Q �- ►- a" m I "' w Lci ui UNIT BOUNDARY N N STA. 9+85.48 C.L 97.09RT.= -� + + cn - - STA. 8+80.96, F.L. ci � o o = ++`` vwi ++ < v=i r+� M + + 0006 20 20' `LQ' 2fl' N _ U NN-�N NN PROVINCETOWN U �� N- STA. 17+27.Q6, F.L. B.C. C'4 W �� 13 12 U ��Qw CA COD U I -o w i'0C� SEE `SHEJET 6R t� c~i� cwi� ci ;Q � v Q Q E.C. HATHAWAY1 1 da ci Q Lu N F AVENUE STA. 16+34.86 C.L. 101.09RT.= STA. 9+89.87 C.L, 109.93RT.= AVENU +a' c-� cnzo m vicn 1 C6 V) V) SEE SHEET 2 STA. 17+40.76, F.L. STA. 8+67.31, F.L. + INTERSECTION SEE SHEET 4R rn STA. 13+35.77 C.L, WELLFLEET DR.= C3 r¢►¢- C-3 NN 1 0 STA. 10+00.00 C.L.PROVINCETOWN AVE. w cnV) Q WELLFLEET DRIVE (STA. 10+00.00 TO 16+15.79) SCALE: 1" = 50' HORIZONTAL 0 1" = 5' VERTICAL Q ^ 1 CD M O O M M co O N d M M ui W M M d M ? M M M W JW W W W [�D� � Z Q > J W Ill W W W J W J J W W W J _i LL_ li J J OLL: LL:BMJ J � d0'- dam'-co am'- W Li rte. Z W w i` /i ` -I .4 NI" A rqI � l -.104 Lam._' LL: LL:L�� C6 c^o Km- 344 LINE TABLE _ LINE LENGTH BEARING L1 27.96' NOO'37'04"W L2 93.18' S89 -02.47"E CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA Cl) 20.00' 31.42' 20.06 90'0600" 2 20.00' 40.41' 31.86' 115'46'00" 3 84.00' 201.91' 217.24' 137'43'10" 4 35.00' 13.70' 6.94' 22'2535" 5 20.00' 30.87' 19.46' 8825'43" 6 20.00' 31.60' 20.19' 90'31'47" 7 20.00' 31.96' 20.56' `� 8 20.00' 31.23' tD) U m 84.00' 198.48' 204.73' 135'22'58" 10 NOT USED 11 500.00' Go + CD + 01'02'30" t2 35.DO' 54.69' 34.71' m 13 35.00' 13.65' 6.92' 22'21'11" 14 84.00' 208.91' 247.41' 142'29'36" 15 35.00' 13.70' 6.94' m 16 t}I ^ 39.45' 96'50'48" 17 I+� I++ 35.33' dC CL N o N N U c-4' Now m L.; -- - - -0.99% N ROUND 0 CENTER INE O cnWNceN mmma= o v r� V N -J N Q a w c 1 �w-iliww cv I -- >> w .0 -- '�' d OUND 0 CENTERU E C3 t+n 5=0.51% � 0,N C+O -Z TIT `n Li Q cn L. i Ln a m DOSED EAST FLOW! •- 'h NE PROPO ED EAS FLOWUN dQ a d N - CD NN LLyJ��[1�at n LLjV)Na- CD LU ssss> rQ- ,Q- a Lu [1= W w L J [L� W [r w N W > J 11 - - - 0 0 0 00 La,lW 41 w N O O N J 1 O S=0.35% 0 1A.1_M L0 o - - - =0.25% n n S=0.25%: 0 S, -0.25% - - - - - - - - - - - - ROPOSED WEST FLOWLINE S= -O.25% 5=1.17% " ' PROF OSED WE ;T FLO NE 9+00 10+00 11.1 -nn , *-LM 4 . f%^ ....... CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA Cl) 20.00' 31.42' 20.06 90'0600" 2 20.00' 40.41' 31.86' 115'46'00" 3 84.00' 201.91' 217.24' 137'43'10" 4 35.00' 13.70' 6.94' 22'2535" 5 20.00' 30.87' 19.46' 8825'43" 6 20.00' 31.60' 20.19' 90'31'47" 7 20.00' 31.96' 20.56' 91'34'17" 8 20.00' 31.23' 19.82' 89'2613" 9 84.00' 198.48' 204.73' 135'22'58" 10 NOT USED 11 500.00' 9.09' 4.55' 01'02'30" t2 35.DO' 54.69' 34.71' 89'31'35" 13 35.00' 13.65' 6.92' 22'21'11" 14 84.00' 208.91' 247.41' 142'29'36" 15 35.00' 13.70' 6.94' 22'25'29" 16 35.06 59.16' 39.45' 96'50'48" 17 35.00' 55.36 35.33' 9031'47" LEGEND: (CONT. O rn R1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: TS "R1-1" - STOP "W3-1" - STOP AHEAD co "R3-7" - RIGHT LANE MUST "S5-2" - END SCHOOL ZONE O TURN RIGHT "S4-2" - WHEN CHILDREN ARE PRESENT TR3 Toy Tis "R26(CA)" - NO PARKING "S4-3" - SCHOOL a "R3 -5R" - RIGHT TURN ONLY "R2-1" - SPEED LIMIT 20 to "R4-7" - KEEP RIGHT "R7-9" - NO PARKING/BIKE LANE M "R81(CA)" - BIKE LANE "R7-9" - NO PARKING/BIKE LANE Q® "W31(CA)" - END W/0M4-3 MARKER NOTE A I.rJ "W73A" - RIGHT LANE TURNS RIGHT SIGN NUMBERS ARE FEDERAL CODES M "W14-2" - NO OUTLET UNLESS OTHERWISE INDICATED BY SEE DETAILS ON "Wt -7" - DOUBLE ARROW (CA). (CA) INDICATES CALIFORNIA "WI SHEET 12R. -6" - SINGLE ARROW CODES. Q J "Wt -1" - CURVE ARROW o "W3-3" - SIGNAL AHEAD -- 0 STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS ® STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS /� CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. s SEWER - REFER TO SEWER & STORM DRAIN PLANS G SEWER MANHOLE - REFER TO SEWER & STORM DRAIN PLANS. Q SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. TRACT BOUNDARY UNIT BOUNDARY r Frv" I otw n O rn - z oca- TS FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT co co M O M TR3 Toy Tis .- -, -. m rnJII I a TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE to to Id - M M M Q® ITEM OF WORK - SEE SCHEDULE A I.rJ CND M CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS SEE DETAILS ON PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) SHEET 12R. Q J CALTRANS TYPE IV ARROW, LEFT OR RIGHT o AS APPLICABLE, TO BE PAINTED W CALTRANS TYPE I ARROW ^ AS APPLICABLE, TO BE PAINTED /� �' w W Z��� LJ _ N in C W ® A.C. PAVEMENT TO BE REMOVED AND DISPOSED. J J M j W Q aLAj o li O ^ Z W J W Li W > Li oN to LEGEND: (CONT.) .) O rn - z oca- TS FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT IR FURNISH & INSTALL IRRIGATION CONDUIT Ic FURNISH & INSTALL INTERCONNECT CONDUIT TR3 Toy Tis .- -, -. m rnJII I -- n TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE �$ CURVE NUMBER FOR CURVE DESCRIPTION OTAPER w Q® ITEM OF WORK - SEE SCHEDULE + EASEMENT DESCRIPTION o CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS SEE DETAILS ON PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) SHEET 12R. Q J CALTRANS TYPE IV ARROW, LEFT OR RIGHT o AS APPLICABLE, TO BE PAINTED cl CALTRANS TYPE I ARROW Lw AS APPLICABLE, TO BE PAINTED M W C)00 NOTE: LLI 3::W SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT Z��� STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT 00 in 1 0 ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. ® A.C. PAVEMENT TO BE REMOVED AND DISPOSED. J LLI � W O Y O E aLAj o v Z N w LLj m w Y w in m > U 9 U m kPPROXIM kTE EXISTING �p Of ~U vi FR b/ W N CL N o N N U c-4' Now m L.; -- - - -0.99% N ROUND 0 CENTER INE U cnWNceN mmma= o v r� S=-0.51% 0 U s - I -- ---- -- ---- -- S=0.25 • 5=0.51% Z U -Z %O RO DOSED EAST FLOW! •- 'h NE PROPO ED EAS FLOWUN R. - CD NN LLyJ��[1�at n LLjV)Na- CD LU ssss> W Cr Lu [1= W w L J [L� W [r w 1ui W > J 0 0 0 0 00 La,lW 41 w N O O N J 1 O 0 0 1A.1_M L0 o 44 . n n ........ 0 LEGEND: (CONT.) .) > N(Jn - -PROPOSED SAWCUT LIMIT UNE TS FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT IR FURNISH & INSTALL IRRIGATION CONDUIT Ic FURNISH & INSTALL INTERCONNECT CONDUIT TR3 Toy Tis FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT Q v TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE �$ CURVE NUMBER FOR CURVE DESCRIPTION OTAPER NUMBER FOR TAPER DESCRIPTION Q® ITEM OF WORK - SEE SCHEDULE / EASEMENT DESCRIPTION o CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS SEE DETAILS ON PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) SHEET 12R. Q J CALTRANS TYPE IV ARROW, LEFT OR RIGHT o AS APPLICABLE, TO BE PAINTED i� CALTRANS TYPE I ARROW Lw AS APPLICABLE, TO BE PAINTED M W C)00 NOTE: LLI 3::W SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT Z��� STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. 1 0 ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. ® A.C. PAVEMENT TO BE REMOVED AND DISPOSED. CONSTRUCTION NOTES: O1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 O2 CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 OCONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL UNITS STANDARD PLAN RSP A88A CASE A. OCONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. 4 COMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND GUTTER LIP TO A DEPTH OF 12". OSAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER/DESIGN ENGINEER. OINSTALL W-31 (CA) SIGN WITH OM4-3 MARKER AT UNIT BOUNDARY 6 OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED AT THE SAME TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT UNIT. OPAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. ® CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 QRELOCATE EXISTING POLES BEHIND THE CURB, GUTTER & SIDEWALK AS DIRECTED BY THE ENGINEER. 10 REMOVE AND DISPOSE OF EXISTING A.C. PAVEMENT. 11 PAINT DETAIL 22 (DOUBLE -YELLOW) STRIPING USING PAINT PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN 12 A73C WITH W-31(CA) SIGN WITH OM4-3 MARKER. BARRICADE IS TO GO FROM FLOWLINE TO FLOWLINE. 13 CONSTRUCT TYPE "M' MEDIAN CURB WITH 10" REVEAL PER C.O.B. STD. ST -2. tEallMi 16+00 NOTES: 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN PLANS AND DETAILS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 0.40' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. S-12, UNLESS NOTED OTHERWISE. 4. RAISE EXISTING SEWER MANHOLES TO FINISHED GRADE. F. I l*uu 348 344 04-1v-11 V,N IT 3 0 A REVISIONS ►� 5 APPROVED BY R GER A. Mc 0 DATE R.C.E. 33322 EXP. 06/30/16 REVISION APPROVED BY: 4�• tj• ARZ IAN SHAW C.E. IV DATE R.C.E. 32178 EXP. 12/31/16 � • rn > N(Jn O =�J (�N� rV) o M Q v i 0 La O o 0 0 Of It W o Z LLJ Z 0 I gip ..J Q J SS o Lw M W C)00 ~ Z LLI 3::W Z��� 1 0 � ad J LLI � W O Y O E o v Z N w LLj m w Y m � o � m > U 9 ad �p Of ~U vi FR b/ W N CL N o N N U MM J J U cnWNceN mmma= o v r� 0 U s o�oo� Q O > > N(Jn O =�J (�N� m =Dm 0 La j W o Z LLJ U M ..J Z o LL. Lw L ~ Z LLI 3::W Z��� � ad W W O Y G2v o Z LLj LLJ N U > U U ad �p Of ~U vi q W N CL N o N N U 6 U cnWNceN mmma= 0 U s o�oo� U Z U -Z W p a:: U CL Q R. CD NN LLyJ��[1�at n LLjV)Na- CD LU ssss> W Cr Lu [1= W w L J [L� W [r 0 0 0 0 00 O M N N O O N d N O 0 0 1�1 L0 o 0 0 j Z J ( W a ..J Z o LL. ...1 L ~ Z LLI 3::W x V ad W W W Z LLJ v 0 �p I ~U W N CL N o a0 U 0 U s II 117 18 0 19 2 a as 21 2 2 _� MIKASA LANE ¢ 2 3 2 4 3~ 2 5 II N PILGRIM HEIGIiTS 8 o I SEE SHEET 11 Q o ¢ ``' 2 7 J 2 9 J O$ o ¢ o ti li J o li t, i+ -' J U w 20 20' 2 Z' O = Ln o J J Li N -j Q Q J J b 1 O O J DRIVE d >- H 1 5 ( N I - 1 U- = Z Li w ,� �.: O�( __ N J J+ J ¢ p J I J ( d 1 c5 �' SEE SHEET 10 N O II 3 �_ 14 J - I < J r( Y J -' v ( - I ( N 30' 30 J �'- L� ~ L� Li J -' J J J J I N J J I -' J N a 20 L 20' I J J Q Z J J cD U LO d Q C j li i d J J d- CO J Li J Q J tL i L+i Y v I O Q o coo; Do I d ao d l } ++ z N I N N N I N I I -' [C t- _ } } oo U d aoaol z W z I UU J� N I J� I �i J � ^ J � ON vim. J II 2 m Ii Q L� m U } waif=D IYL O F -J _ Q M I Q M Q O O to lh U U N O� a Co J Q= ti tV" I w "� 3++ y� �F 3+ "� Q N z ►� 3+ M rr N O I N Li i J v J Ii ++ 30 30 3 1 n . ^ M o n 3+ m rn .- 3+ O LD Q °� cn an 1 O 6 N I N I ,� to ( cU N N} O Q oD hn + "moo WL U •-� U �O M Q Q d < n tri >- O to } O } ¢ } O MMI tD4 oicV N O S li (D N } OD m e- M M M > .d- W d' (� �. d- + Ln (_ M + tp + `?• + O fj� O N Q N } O OZ O O LL) } O 1n } d to } d O 'N 1 O O U ( li ,N 1N I Z O N SEE SHEET S(�R� LA N ¢ o LL: ' - I rl 3 + w Ni ri M ,,) 1y`' r p + + r pj LA �-' cp co d a :� w N o ui ao 3 + N ao rn LA 3 + Q o '� _ p °° °° cv ¢ _ + 3 + + _ + L� Q O to N ¢ pD ¢ O N N m O }• O N N MLC <% m Qf LC d -i -i N Q to 1 N O M M o+ tr I p Q ¢ ( tY `- I LC t0 ^ r U H F- a O a N++ to to 1� CO W U ri W C7> + I O + 3+ _+ M w eF 3+ CA_ + Z Q Z Q n �: p .' ++ 1 '-i N � 3+ + > Q ++ I z r7 O Q ¢ I- [C d >d- Q p¢ O Q ++ I p Q ( LC m NN mi O w tC nO ++ ?_ W ^O >_ m > O w N O+ O + Ul�A + N O N O CV F 3+ V QQ W L I MM I n -'t,- w _ J in { Z U cd - I N N ( 1 ~ v~i v~i I �' rn N ¢ L0 cn W � � I �¢- o Q + + N m + o + + �-' N m t� Ln a / O U a0 JJ a U OLo Q O) N > `- O Q C.9 �� N Q C� N cj QQI� to H `-� to C� to C� N M Z ZW �� L- QO 4= Q O Q p Q I O.' N NN W� OW..' Nm LYO ~ i to F i r- F- O Q CC pp d I r I N N m++ >_ N > N O Z N N f-- N -N Nv '''1`-`-F- HQ p sW N O N N co QH L- Q Q V) L!) N F- m F- F ( !- Q (O Q N m N N F-- O Q z d P oco + it I L- ci _ _ 0 p o ci I3� ¢ a d �- L.i cn cn - c� N c� z In i c o o a ►- Le5iA ^ S w N + U O O !- L� m U F- H m to _ - - _ - etT-7 to fn in t- ¢ Q Vf to Ln N Q Q Q Ln c) I Z ¢ - w Lp O W N (n / - 3 1 .: N 4`I co c�Ov a of LLIW) n IQ- �, N am Ln Ln cam' cn cn 2 r� Li to Ln L- r- 1- �' cn c� o Q f- Q Q ~ z to ti: C� N N (� to N I-- Z I- I.- + O + o of of N + + p ¢ cn I - - - - - - CO - - - RiW J 2 c� cn o cn Ln d t jl r o 0� a o �I I _ 1zmmmzm o o o�, <n ( ? �R�W -� 2 I 5 da00 Q w w vesico a a �) ►¢- `�' 14+t - S89'02'47"E 15+00 150.33' - - - "36" Dt 8+00 - " DRAIN o -- _ RAIo W S89rJ2 47 E 160.12' - D 19 0 "' _ "� _ "�•� _ 21+QO 36 DRAIN 22+00 1 30" DRAW 36" DRAILT_ D _ _ D - S S 16+00 Sst1�'4Y'1�- S -I - - - +- f_ jeh _+IN 00 4 8SEWER �-��1���1� ��^��1� 1��►"�-^�.- �����1�-� 8" SEWDRAIN 8" DRAIN o 0 8" SEViER S 8" SEWER S 23+00 " - 6 • >-1- N81'40'o"E 183.71' �� \\+ 1 N81' '�"E 18072 ,2+00I - - _ - -- - - - -- _ _ - - -- 3 f 3 �' 634P4 1 6 18 DRAI 8" SEWER ::67 - -'s ILL. J d J ' L� J� � �i a N J� RJW _j N > p cn 1 / � N R ' / \ R%V1 t < o I L� cn w tL Li ) it d o rn of �.� j li Co I J LL W H fid \� a` .. J {u o Li I �., o I `` tri ( L` ori I Li I Li I Li I ej a I i,) 0 ' ? �' co W 52 ! \ O 1 O L,D M^ N C7f Of d1 �I �( Ll7 O d O O d I Li Li Li I J J LC J J LC J J F- J 11 ka L L lo> .A co co ( ,.> rn L+ co to to ori rn Cl > M d w o M cD L� I L,_ a I L� L� I o ei a d ` - 1 } rn > N to } rn } rn ^ } d MI o d JAM d N ,� o rn1 �( co �( od I� L.: 1 O Lam: }Li ti CC111Li {y.J_ o + . V� I� ¢ OND +� ¢ +� ¢ C7i +� Q Qi I Q oo NWd 7 N O O N M> ¢ LL) O LA co c0 to O t0 qj LD + ¢C9 z� LA Ir L,J M z d 3 .{. d 3 + mom' O t0 3 N r+ 3 °D _ M> 1 ° O N O W 3 } >- N n. ^ mo rn d d �N co cd d• + + + I O W J J 00 m Z J J> J + LD d C7f d 04 } I Q •- N d o LA } W II ►: O II Y w .- / co'. I - J J J _ cS w rn co 3 3 , M I } � W _ } CV > d ��' �P -- 3 of ' d M 4 U _ M 1 t o d ( �`' I �`' LA �I co .' ca z > W o u- I i Li w a Q N d o� Q _..i of d OCfi %' d M QS O I- it O ! 1n k Q Ln r LaJ r f- tY CIF- tr Q Q Q I I U Li J J Z J J O O ISI O + 3+ CU W + `� t0 } I 1 J ¢ co Z^ ¢ of O J J d d 3 Q O {N 3 } { �� �O - N O Q CU rQ- .d-: N O Q -,I O Q NI L-( FQ-1 0 �' FQ- �z O 'WJ ) Nt0 UL+• c -Il o' -w O Qi r- > N NI > N N 7_ r + N Lj L- W2 + O+� 3 + Z •li>M �+ 1 O F•- N N r N I`; M Q tom' N W Ln L- N f-- Q Ln Q m Q Y !n LD J O 20' 2O' Q o t` tL !- w tr 1 N to �" I N >_ }- > N ON �+J CV U W M 2 M p;) L� S O F•' O 3 ++ Ln N N N I _ \�•�,� X�pO�G' 00 N O { + 1 lal M � l dd I C-iLcn ' - + I �Q mr NIMm CU�_� Q Q Q QI O Q I NO [C LC OOWJIN d__ r F-' tM vll (n F- t-- H ff st L� J OOM N mN N Z J t7 N .eC '(n M C� fn c N C� Ln m ori .- -� _ M M _ O C•� cni q O I O . Y N O LC N O O N iZ O N r ! O Q Q +M Q. INC-4+� �� ++ to I!n N t~n) c� N c~n I- �d r- O I¢ iO CVO O Q ¢1 O ¢ Q L+^I� 2CL O Q o w 30' 30' w r- d ao a I '� L- N m m 1 p --- OX / _ N � -S c� _ 0 4 r- ci 4 4 ^ ^ Ln co ao rn rn ¢ v> m + + I cn I Ln => Lo Ln d d U- o - _ L- w O ' L ~ N "' F- F m � ± + ¢ N TONSET STREET + J W I N cn = + + z L- ~ m 'c' N -J W Ln J cn z SSP, 51 { � ���� , ,8' ,a cn LAN A 46 45 CL.1 �� 43 42 41 40 Q� ��w c�i SEE SHEET 11 ¢ �� 35 34 WO NN N O NN L- NN¢NI J v o0 2g' o 00 ¢ da ►- ¢ do Q 47 LAN Lr L_�oW aQ� ��zp 32 31 32 33 tY Q QQ U ¢QMa- m NN U 4 < UC.> (� / Q Q Ll U F- F- d F- F- O W W 2 �rZ CV N 26, U C6> ppp 4 U (� �J�i�i�i ��..���..,, �,. `,�._..� /�./ '- 0 C� to Uf Zp [1D V! Cn V F-1- 0 N cn Z I¢- ►¢- U Q Q � [L i= M O 1- r t` o `' r Q� O Coco vo 8 Lai N cn o cn w F- L- O W U ofd Q + +`t m +rc�- /' S"EET 12R �, + + ` J��i Q 3 6 c� rn z p En + + 50 49 Li rte•\� QQ �' � � NO_ ���� O ANN p 'cn�--� HATHAWAY AVENUE & Ncn (STA. 10+00.00 TO 24+00.00) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL LINE TABLE UNff 3 BEARING L1 A S89'02'47"E IIa 11 20.00' N 1 520.00' 84.29' L�L H J 3 �' ° n 40.61' 09'17'13" 0UN� II a cn Q Q O N 09"17'13" >- Z 3 ¢ it } H o o h I„: II 117 18 0 19 2 a as 21 2 2 _� MIKASA LANE ¢ 2 3 2 4 3~ 2 5 II N PILGRIM HEIGIiTS 8 o I SEE SHEET 11 Q o ¢ ``' 2 7 J 2 9 J O$ o ¢ o ti li J o li t, i+ -' J U w 20 20' 2 Z' O = Ln o J J Li N -j Q Q J J b 1 O O J DRIVE d >- H 1 5 ( N I - 1 U- = Z Li w ,� �.: O�( __ N J J+ J ¢ p J I J ( d 1 c5 �' SEE SHEET 10 N O II 3 �_ 14 J - I < J r( Y J -' v ( - I ( N 30' 30 J �'- L� ~ L� Li J -' J J J J I N J J I -' J N a 20 L 20' I J J Q Z J J cD U LO d Q C j li i d J J d- CO J Li J Q J tL i L+i Y v I O Q o coo; Do I d ao d l } ++ z N I N N N I N I I -' [C t- _ } } oo U d aoaol z W z I UU J� N I J� I �i J � ^ J � ON vim. J II 2 m Ii Q L� m U } waif=D IYL O F -J _ Q M I Q M Q O O to lh U U N O� a Co J Q= ti tV" I w "� 3++ y� �F 3+ "� Q N z ►� 3+ M rr N O I N Li i J v J Ii ++ 30 30 3 1 n . ^ M o n 3+ m rn .- 3+ O LD Q °� cn an 1 O 6 N I N I ,� to ( cU N N} O Q oD hn + "moo WL U •-� U �O M Q Q d < n tri >- O to } O } ¢ } O MMI tD4 oicV N O S li (D N } OD m e- M M M > .d- W d' (� �. d- + Ln (_ M + tp + `?• + O fj� O N Q N } O OZ O O LL) } O 1n } d to } d O 'N 1 O O U ( li ,N 1N I Z O N SEE SHEET S(�R� LA N ¢ o LL: ' - I rl 3 + w Ni ri M ,,) 1y`' r p + + r pj LA �-' cp co d a :� w N o ui ao 3 + N ao rn LA 3 + Q o '� _ p °° °° cv ¢ _ + 3 + + _ + L� Q O to N ¢ pD ¢ O N N m O }• O N N MLC <% m Qf LC d -i -i N Q to 1 N O M M o+ tr I p Q ¢ ( tY `- I LC t0 ^ r U H F- a O a N++ to to 1� CO W U ri W C7> + I O + 3+ _+ M w eF 3+ CA_ + Z Q Z Q n �: p .' ++ 1 '-i N � 3+ + > Q ++ I z r7 O Q ¢ I- [C d >d- Q p¢ O Q ++ I p Q ( LC m NN mi O w tC nO ++ ?_ W ^O >_ m > O w N O+ O + Ul�A + N O N O CV F 3+ V QQ W L I MM I n -'t,- w _ J in { Z U cd - I N N ( 1 ~ v~i v~i I �' rn N ¢ L0 cn W � � I �¢- o Q + + N m + o + + �-' N m t� Ln a / O U a0 JJ a U OLo Q O) N > `- O Q C.9 �� N Q C� N cj QQI� to H `-� to C� to C� N M Z ZW �� L- QO 4= Q O Q p Q I O.' N NN W� OW..' Nm LYO ~ i to F i r- F- O Q CC pp d I r I N N m++ >_ N > N O Z N N f-- N -N Nv '''1`-`-F- HQ p sW N O N N co QH L- Q Q V) L!) N F- m F- F ( !- Q (O Q N m N N F-- O Q z d P oco + it I L- ci _ _ 0 p o ci I3� ¢ a d �- L.i cn cn - c� N c� z In i c o o a ►- Le5iA ^ S w N + U O O !- L� m U F- H m to _ - - _ - etT-7 to fn in t- ¢ Q Vf to Ln N Q Q Q Ln c) I Z ¢ - w Lp O W N (n / - 3 1 .: N 4`I co c�Ov a of LLIW) n IQ- �, N am Ln Ln cam' cn cn 2 r� Li to Ln L- r- 1- �' cn c� o Q f- Q Q ~ z to ti: C� N N (� to N I-- Z I- I.- + O + o of of N + + p ¢ cn I - - - - - - CO - - - RiW J 2 c� cn o cn Ln d t jl r o 0� a o �I I _ 1zmmmzm o o o�, <n ( ? �R�W -� 2 I 5 da00 Q w w vesico a a �) ►¢- `�' 14+t - S89'02'47"E 15+00 150.33' - - - "36" Dt 8+00 - " DRAIN o -- _ RAIo W S89rJ2 47 E 160.12' - D 19 0 "' _ "� _ "�•� _ 21+QO 36 DRAIN 22+00 1 30" DRAW 36" DRAILT_ D _ _ D - S S 16+00 Sst1�'4Y'1�- S -I - - - +- f_ jeh _+IN 00 4 8SEWER �-��1���1� ��^��1� 1��►"�-^�.- �����1�-� 8" SEWDRAIN 8" DRAIN o 0 8" SEViER S 8" SEWER S 23+00 " - 6 • >-1- N81'40'o"E 183.71' �� \\+ 1 N81' '�"E 18072 ,2+00I - - _ - -- - - - -- _ _ - - -- 3 f 3 �' 634P4 1 6 18 DRAI 8" SEWER ::67 - -'s ILL. J d J ' L� J� � �i a N J� RJW _j N > p cn 1 / � N R ' / \ R%V1 t < o I L� cn w tL Li ) it d o rn of �.� j li Co I J LL W H fid \� a` .. J {u o Li I �., o I `` tri ( L` ori I Li I Li I Li I ej a I i,) 0 ' ? �' co W 52 ! \ O 1 O L,D M^ N C7f Of d1 �I �( Ll7 O d O O d I Li Li Li I J J LC J J LC J J F- J 11 ka L L lo> .A co co ( ,.> rn L+ co to to ori rn Cl > M d w o M cD L� I L,_ a I L� L� I o ei a d ` - 1 } rn > N to } rn } rn ^ } d MI o d JAM d N ,� o rn1 �( co �( od I� L.: 1 O Lam: }Li ti CC111Li {y.J_ o + . V� I� ¢ OND +� ¢ +� ¢ C7i +� Q Qi I Q oo NWd 7 N O O N M> ¢ LL) O LA co c0 to O t0 qj LD + ¢C9 z� LA Ir L,J M z d 3 .{. d 3 + mom' O t0 3 N r+ 3 °D _ M> 1 ° O N O W 3 } >- N n. ^ mo rn d d �N co cd d• + + + I O W J J 00 m Z J J> J + LD d C7f d 04 } I Q •- N d o LA } W II ►: O II Y w .- / co'. I - J J J _ cS w rn co 3 3 , M I } � W _ } CV > d ��' �P -- 3 of ' d M 4 U _ M 1 t o d ( �`' I �`' LA �I co .' ca z > W o u- I i Li w a Q N d o� Q _..i of d OCfi %' d M QS O I- it O ! 1n k Q Ln r LaJ r f- tY CIF- tr Q Q Q I I U Li J J Z J J O O ISI O + 3+ CU W + `� t0 } I 1 J ¢ co Z^ ¢ of O J J d d 3 Q O {N 3 } { �� �O - N O Q CU rQ- .d-: N O Q -,I O Q NI L-( FQ-1 0 �' FQ- �z O 'WJ ) Nt0 UL+• c -Il o' -w O Qi r- > N NI > N N 7_ r + N Lj L- W2 + O+� 3 + Z •li>M �+ 1 O F•- N N r N I`; M Q tom' N W Ln L- N f-- Q Ln Q m Q Y !n LD J O 20' 2O' Q o t` tL !- w tr 1 N to �" I N >_ }- > N ON �+J CV U W M 2 M p;) L� S O F•' O 3 ++ Ln N N N I _ \�•�,� X�pO�G' 00 N O { + 1 lal M � l dd I C-iLcn ' - + I �Q mr NIMm CU�_� Q Q Q QI O Q I NO [C LC OOWJIN d__ r F-' tM vll (n F- t-- H ff st L� J OOM N mN N Z J t7 N .eC '(n M C� fn c N C� Ln m ori .- -� _ M M _ O C•� cni q O I O . Y N O LC N O O N iZ O N r ! O Q Q +M Q. INC-4+� �� ++ to I!n N t~n) c� N c~n I- �d r- O I¢ iO CVO O Q ¢1 O ¢ Q L+^I� 2CL O Q o w 30' 30' w r- d ao a I '� L- N m m 1 p --- OX / _ N � -S c� _ 0 4 r- ci 4 4 ^ ^ Ln co ao rn rn ¢ v> m + + I cn I Ln => Lo Ln d d U- o - _ L- w O ' L ~ N "' F- F m � ± + ¢ N TONSET STREET + J W I N cn = + + z L- ~ m 'c' N -J W Ln J cn z SSP, 51 { � ���� , ,8' ,a cn LAN A 46 45 CL.1 �� 43 42 41 40 Q� ��w c�i SEE SHEET 11 ¢ �� 35 34 WO NN N O NN L- NN¢NI J v o0 2g' o 00 ¢ da ►- ¢ do Q 47 LAN Lr L_�oW aQ� ��zp 32 31 32 33 tY Q QQ U ¢QMa- m NN U 4 < UC.> (� / Q Q Ll U F- F- d F- F- O W W 2 �rZ CV N 26, U C6> ppp 4 U (� �J�i�i�i ��..���..,, �,. `,�._..� /�./ '- 0 C� to Uf Zp [1D V! Cn V F-1- 0 N cn Z I¢- ►¢- U Q Q � [L i= M O 1- r t` o `' r Q� O Coco vo 8 Lai N cn o cn w F- L- O W U ofd Q + +`t m +rc�- /' S"EET 12R �, + + ` J��i Q 3 6 c� rn z p En + + 50 49 Li rte•\� QQ �' � � NO_ ���� O ANN p 'cn�--� HATHAWAY AVENUE & Ncn (STA. 10+00.00 TO 24+00.00) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL LINE TABLE LINE LENGTH BEARING L1 50.66' S89'02'47"E CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 1 20.00' 31.42' 20.00' 90'00'00" 2 520.00' 84.29' 42.24' 09'17'13" 3 500.00' 81.04' 40.61' 09'17'13" 4 480.00' 77.80' 38.99' 09"17'13" 5 20.00' 31.58' 20.17' 90'28'25" 6 20.00' 31.25' 19.84' 89'31'35" 7 500.00' 69.28' 34.70' 07'56'20" 50.00 FT. 50.00 FT. II J O O N J JJ CU tL L /\ ON l Z 0 :. { �d 2 NN W U W LLJ li o (W LLJ _z tl. J C7 C) U W p 0 N J O M :_j + C)W�Q N Q of �� OZ C> rn Q.0U w ++ Z o NNLLI J N N LEGEND: ABBREVIATIONS F.L. FLOWUNE P.O.V.C. POINT ON VERTICAL CURVE C.L. CENTERUNE B.V.C. BEGIN VERTICAL CURVE ELEV. ELEVATION E.V.C. END VERTICAL CURVE B.C.R. BEGIN CURB RETURN P.I. POINT OF INTERSECTION E.C.R. END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE B.C. BEGIN CURVE PCC POINT OF COMPOUND CURVATURE E.C. END CURVE TC TOP OF CURB P.I.V.C. POINT OF INTERSECTION T.P. 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 UGHT-5800 LUMEN PER C.O.B. STD. ST -14. �- FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. STD. DET. ST -14. SECTION DESIGNATION: SECTION LETTER IL -- -- A _2 SHEET WHERE SECTION IS SHOWN M r• 348 S=0.25% 344 50.00 FT. CONSTRUCT 12' WIDE 50.00 FT. VERT. CURVE 50.00 FT. CROSS GUTTER VERT. CURVE VERT. CURVE Qm cy) O Q c! > a: 03 n n M M M M Mad d ^ d us}i d 'u 'La. M ,.) N Lh > W ltl C W > / v� JAM M pdj I M I I I rrol 12+00 13+00 LEGEND: (CONT.) O W FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: p W 20+00 "R3-7" - RIGHT LANE MUST "S5-2" - END SCHOOL ZONE SAWCUT LIMIT UNE TURN RIGHT "S4-2" - WHEN CHILDREN ARE PRESENT '� CONSTRUCT TYPE B CURB &GUTTER PER C.O.B. STD ST -1 "R26(CA)" - NO PARKING "S4-3" - SCHOOL W ^ m d WW .. -L TS "R81(CA)" - BIKE LANE "R7-9" - NO PARKING/BIKE LANE W "W31(CA)" - END W/OM4-3 MARKER NOTE: 2. "W73A" - RIGHT LANE TURNS RIGHT SIGN NUMBERS ARE FEDERAL CODES .. "W14-2" - NO OUTLET UNLESS OTHERWISE INDICATED BY IR "W1-7" - DOUBLE ARROW (CA). (CA) INDICATES CALIFORNIA "W1-6" - SINGLE ARROW CODES. �J4s� "W1-1" - CURVE ARROW W W O J. ,.J w W Z W L> 1J -- o STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS 0 W UNITS STANDARD PLAN RSP A88A CASE A. W C14- LJ�Jy1 M W J• ® SEWER MANHOLE - REFER TO SEWER & STORM DRAIN PLANS. 0 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. 0 CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. 3. W Y W W OD W U)wZUEn lii O4 COMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND vU A> W TR3=No. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=No. 6 SIZE / N W I N ...1 ® CURVE NUMBER FOR CURVE DESCRIPTION O SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY 4. RAISE EXISTING SEWER MANHOLES TO FINISHED GRADE. �-' Li M O Ll ENGINEER/DESIGN ENGINEER. Z J </> TAPER NUMBER FOR TAPER DESCRIPTION © INSTALL W-31 (CA) SIGN WITH OM4-3 MARKER AT UNIT BOUNDARY OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED AT THE SAME N Z C4=ci L jw I 0 "` L 'T 3 / 0 ITEM OF WORK - SEE SCHEDULE m -I Z J J dM W L� I 'd' M - 0 UZOu= WQ WLLO,��Q EASEMENT DESCRIPTION J CC J to d. J _ a.Ja.Jw CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS O J Cn W O Cn li SEE PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) O N CALTRANS STANDARD SPECIFICATION 8010-21C-19. 5! W !z7 CALTRANS TYPE IV ARROW, LEFT OR RIGHT l.� CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 333 L.Cw'www AS APPUCABLE, TO BE PAINTED CALTRANS TYPE I ARROW O RELOCATE EXISTING POLES BEHIND THE CURB, GUTTER & SIDEWALK tD 0 Q W,li I m N p Im I o. . X . 0 REVISION APPROVED AS APPLICABLE, TO BE PAINTED - -j ti M __ II ej LJ{ J W ��J W Z J �O REMOVE AND DISPOSE OF EXISTING A.C. PAVEMENT. ,F CAS\FoR� R.C.E. 33322 EXP. 06/30/16 Li m -_ W O p LL: M 0> Li O }rli M [Y O Z Li W W J cp' L,,,,L J 11 li W W d w O CALTRANS STANDARD SPECIFICATION 8010-21C-19. REVISION ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. 12 W UN{T 2 oNL-`d APPROVED BY:S RIAN SHAW C.E. IV DATE A73C WITH W-31(CA) N WITH OM4-3 MARKER. BARRICADE ( R.C.E.IG32178 EXP. 12/31/16 ® A.C. PAVEMENT TO BE REMOVED AND DISPOSED. IS TO CONSTRUCT RTO PE �"M' MEDIAN CURB OWLINE TO I WITH 10" REVEAL O 13 O PER C.O.B. STD. ST -2. t0 U O N N U O 06 CO O U > M J M W OD m m .- L li + ": 2+ N t0 > 1'� W ? L,.L ^ W -J CD Q L'�' N M dm. J M ¢ O Oi (n ¢ O W t\ L u c0 n Z� (V Z O O m + - M M + ®CEN RUNE J U t� W t0 L- ,- ¢ g U d a > o) + J W i _L W 1 m tM -j p -� J N -1- C7 "' v + W N O + 7+ m+ O V- M J N Nm� Z Qf J� M N + m+ N v-> c5 �- GROUND U ~ N _ m- N U [C _ v ¢ > U m �O '(n- > I.Q.- ¢ m F- t1 (~nZ� W to Lr ��W - - - --- - - - -.� - --> Q- ¢O > Q H Q�_ Q U Q ¢ IL r t- m fn a: Lei to -..- Lyj r- - - - - - -. - - - - - - - �--. -- ---- -----d Q U Q U Q d m N Ll N Ll LaJ f Cn Z f'- - v Q �a HOW ¢ F¢ - O N LJ N m In Q ` -- U m N w I U m W 1- F W cn C cnZO - NZO- - -� (n-- ,kTi --- S=0.2 S= 0.33% S=-0. 1% S 0.26% - S=0.61%�S=0.25%S=O. 1% 1 S-0.25% PROPO ED SOU FLOWUf IfE llq oq I I rrol 12+00 13+00 LEGEND: (CONT.) "' R1 i FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: NOTES: "R1-1" - STOP "W3-1' - STOP AHEAD 20+00 "R3-7" - RIGHT LANE MUST "S5-2" - END SCHOOL ZONE SAWCUT LIMIT UNE TURN RIGHT "S4-2" - WHEN CHILDREN ARE PRESENT '� CONSTRUCT TYPE B CURB &GUTTER PER C.O.B. STD ST -1 "R26(CA)" - NO PARKING "S4-3" - SCHOOL W "R3 -5R" - RIGHT TURN ONLY 'R2-1" - SPEED LIMIT 20 WW "R4-7" - KEEP RIGHT "R7-9" - NO PARKING/BIKE LANE TS "R81(CA)" - BIKE LANE "R7-9" - NO PARKING/BIKE LANE W "W31(CA)" - END W/OM4-3 MARKER NOTE: 2. "W73A" - RIGHT LANE TURNS RIGHT SIGN NUMBERS ARE FEDERAL CODES .. "W14-2" - NO OUTLET UNLESS OTHERWISE INDICATED BY IR "W1-7" - DOUBLE ARROW (CA). (CA) INDICATES CALIFORNIA "W1-6" - SINGLE ARROW CODES. �J4s� "W1-1" - CURVE ARROW "W3-3' - SIGNAL AHEAD -- o STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS 0 STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS UNITS STANDARD PLAN RSP A88A CASE A. CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. s SEWER - REFER TO SEWER & STORM DRAIN PLANS ® SEWER MANHOLE - REFER TO SEWER & STORM DRAIN PLANS. 0 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. • �� TRACT BOUNDARY UNIT BOUNDARY 15+00 16+00 17+00 18+00 "' "' CONSTRUCTION NOTES: NOTES: I- - 20+00 >W SAWCUT LIMIT UNE W '� CONSTRUCT TYPE B CURB &GUTTER PER C.O.B. STD ST -1 W W ,FES '' WW Ln TS J W W W 2. PLANS AND DETAILS. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER .. W IR FURNISH & INSTALL IRRIGATION CONDUIT CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL �J4s� 0.40' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE,;� dd4 Ic FURNISH & INSTALL INTERCONNECT CONDUIT 3 UNITS STANDARD PLAN RSP A88A CASE A. COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. Z Y 21+00 km PAwillo7 E'Z-01-4:01 LEG NQ: J CONSTRUCTION NOTES: NOTES: I- - - - - - - - - - - - - -PROPOSED SAWCUT LIMIT UNE O1 '� CONSTRUCT TYPE B CURB &GUTTER PER C.O.B. STD ST -1 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN ,FES '' Ln TS FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT O2 CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 2. PLANS AND DETAILS. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER .. IR FURNISH & INSTALL IRRIGATION CONDUIT CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL 0.40' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE,;� Ic FURNISH & INSTALL INTERCONNECT CONDUIT 3 UNITS STANDARD PLAN RSP A88A CASE A. COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. Z Y r3 Tis?'.6 0 CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS U)wZUEn FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT O4 COMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND vU TR3=No. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=No. 6 SIZE / �� GUTTER LIP TO A DEPTH OF 12 . U PER C.O.B. STD. S-12, UNLESS NOTED OTHERWISE. ® CURVE NUMBER FOR CURVE DESCRIPTION O SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY 4. RAISE EXISTING SEWER MANHOLES TO FINISHED GRADE. �-' in O UO ENGINEER/DESIGN ENGINEER. Z </> TAPER NUMBER FOR TAPER DESCRIPTION © INSTALL W-31 (CA) SIGN WITH OM4-3 MARKER AT UNIT BOUNDARY OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED AT THE SAME N Z C4=ci L jw I 0 "` L 'T 3 / 0 ITEM OF WORK - SEE SCHEDULE dM . 0 =:) En TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT UZOu= WQ WLLO,��Q EASEMENT DESCRIPTION UNIT. _ a.Ja.Jw CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS O PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER O LULuwL>Ja cn SEE PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) O N CALTRANS STANDARD SPECIFICATION 8010-21C-19. 5! W !z7 CALTRANS TYPE IV ARROW, LEFT OR RIGHT ® CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 333 L.Cw'www AS APPUCABLE, TO BE PAINTED CALTRANS TYPE I ARROW O RELOCATE EXISTING POLES BEHIND THE CURB, GUTTER & SIDEWALK Im I o. . X . 0 REVISION APPROVED AS APPLICABLE, TO BE PAINTED n O AS DIRECTED BY THE ENGINEER. r- O /� �SAl y��1 ROGER A. MciNTOSH DATE �O REMOVE AND DISPOSE OF EXISTING A.C. PAVEMENT. ,F CAS\FoR� R.C.E. 33322 EXP. 06/30/16 N NOTE: O SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT 11 PAINT DETAIL 22 (DOUBLE -YELLOW) STRIPING USING PAINT PER dG r -f STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. CALTRANS STANDARD SPECIFICATION 8010-21C-19. REVISION ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. 12 INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN UN{T 2 oNL-`d APPROVED BY:S RIAN SHAW C.E. IV DATE A73C WITH W-31(CA) N WITH OM4-3 MARKER. BARRICADE ( R.C.E.IG32178 EXP. 12/31/16 ® A.C. PAVEMENT TO BE REMOVED AND DISPOSED. IS TO CONSTRUCT RTO PE �"M' MEDIAN CURB OWLINE TO I WITH 10" REVEAL 13 O PER C.O.B. STD. ST -2. m J J JJ cn Ln Z W W CJ ZQ W z < Z 0 U)wZUEn vU ui U O W 2 . LD J 6 �-' in O UO U Z Nes N Z C4=ci Q dM . =:) En UZOu= WQ WLLO,��Q a.Ja.Jw O LULuwL>Ja cn OO N Ln O N W 5! W 5! Lo 5; W 5; W > W L.Cw'www n O n O r- O n O N O N N O 0 O O O e 352 344 J F= 0 o WAREHAM DRIVE N _ N SEE SHEET 7 4 O f J (3� J- L (- -- -- J�� 20' 1 20' I ci 1 Li L+ 0' 30' f-'1 ON Z O NI ON 1 W M ++ o + CDcn-- LiJ TCF 16 + Ni 31 ++E--- W'=NN �N NN I En En U) I R/W co loo Z I �' -- � v)_I 2 - Lri U.) V) 1 i 39 w b4 00 - N " - 25+0g 36' DRAIN 26+0198 0 D D �, t--s"fig'' S -�- I INTERSECTION LLI.j`� o 8" SEWER 2 3 1 STA. 26+29.35 C.L. HATHAWAY AVE.= _ - STA. 13+64.85 C.L. WAREHAM-DR., - -� I Rfyy � (� I 38 _ ° 1 2 n\ I I I � V' L,_ I O lL Ly I Q N J J I �J O L'` l'' 1 l�' O a to ^ M .. M M 00 La! Q IN co N to �`' N U� i M o� I ��, c0 H Q n Q Q O a c0 d N Jo+ oto NI �N NI C�� 00� i i 37 t mcN N N N WAREHAM DRIVE N N 4 35 3& Q SEE SHEET 7 m NN IN O to M > ! �J W 3521J N o J-+ N a �cn HATHAWAY -AVEN-UE- (STA. 24+00.00 TO 26+29.35) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL d' t�7 W co u7 ' LL: W 352 AATE EXISTING -N W CEN RUNE / + 1 � CU � v � L,.i m VD 348 25+00 mml_m Zl"vu z*+uu w w W IIIUN1 IT 3 Q� U� �T 4 II TONSET STREET F �-a SEE SHEET 11 0 1 J !�cn 20' 20' N 2 3 4 5 O M 6 7 cn 8 11 �' J -t ^ O d• ...t Q O O J lz L` L: N M> � =N J J J J J N 1 I U W O I O c0 O I O el O O O Z 1 J J Io_ J L` �'' 4 L� ti ti LL Fa li L� I li 00 rQ I� Q d LSI Q N pI r cq � NI r 1� Z U--�-il Z L> C3 O OI ij cODI N N) O O� UW O O 0 3+ 3 u7 N a 00 a m En w (u� O r. oo r M co I N ( do W ++ �-`' o o = 3 + + + 3+ Q -� Q rn o Q N P. ra Lo r M v -0• + + 3 a o cd Ki I r oo to �: ZAW +M Q + Q.,fjrOri 00 I oo �' = !y`i m MMLn M toil "cor1�ioM0 3 ri W + + 3 + + 3 rn Q d I n Q Q O Q Q O Q _ ++ cn ++ > '� L'' �A W i Of NN 3 t+0 � 3+ ®r-- OV, wm M N+t .J tD O�j �� ln vsL� v> NN �N �o`Wn� \ �W �ncn W I I U daLr�IV' z .:e .e Ln Ln NI N I Cl o Q Q n a I °D Z •co _- -- - L. .R/�L_ 1 1- �' v~iV~izo C� u~ivFi I _L 2 c� . LnT ci► v�ri m HiQ- �' `n veil L� N m 8" SEWER S 6" SEWER ' o CE INTERSECTION - _ _ _ _ s �--t�J 13+00 8" SEWER N "' s STA. 10+00.00 C.L. HATCHVILLE AVE.= I 11+00 - Z. t + 0 _ i - - I - - -- --F s _ _ _ - � _ s 8 SEWER s 1 STA. 11+73.89 C.L, TONSET ST. I 3 r 3 18" - - o _ - - - - - -I- - 3 I DRAIN 14+00 0 15+00 018" DRAIN 16+00 + 17++00 n 1 2fA R Q r n 3 1 n F" - - -1 2 ;7'R7 - a RM4 LL: Nl J ^ I (((���((('''��� N N O ... n C+O O M (V- Li li i I 8 LJiJJ VI + / 8 - M� O N {{p O N �.. �O !� - f� �) 1 �L -t W N O N M I �-- jLm.. Z U<LWW J�J1 10 'Z I J Z JLi>-1u7 Q N ^ NJQNO I OO Q NNWJ UL' -I C3 Lt- Z �+, + +I +y o+�3 11 0 0 1 '* u- NCV W J �j to to + U +36 1 0 0 - _ _ - m u) ui 20' 20' r- a rn rn L� �' `to ai++ _ moi_ z++ N- mm 0' 30 r- � m� � w i c I o d d I a to to TONSET STREET OO U N N -, V, ^ ^ -_ ++ Cn N c� Cn Cn N N _ _ �- w tritrid m SURFSIDE STREET + + a `� �� SEE SHEET 11 �' Q N N M M H Q Lal '- -� 1 9 m++ to U N N ��� w �^ SEE SHEET 9 Gr U a a W CL o co t� C�LnCnon C3 ad « ��oW 1 g Q 17 Z m V) En Li V) V) tib NfnZO < V) V) Fa -la- m V) N J W 00 tr) CURVE RADIUS LENGTH TANGENT DELTA 1 W � O 20.17' 90'28'25" 2 20:00" 31:25" 19.84' 89'31'35" 3 20.00' 31.42' _ J � 4 20.00' 47.66' 50.18' 13632110" > END CURVE TC TOP OF CURB W>; ♦\ M POINT OF INTERSECTION T.P. TOP OF PAVEMENT J LL N d'MU-i W W Li p^j JM W > M ` J FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. O p J"oo Z WWW Ln. M sf: - - M.. W -j.Z>tJii L`ui 352 W EXISTING SURVEY MONUMENT 0.40' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO EXISTING -w UNITS STANDARD PLAN RSP A88A CASE A. COMPACTED TO 957. RELATIVE DENSITY PER C.O.B. -STD. ST -9. _ Z NW -i 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. 3. COMPACT SUBGRADE TO 959 OF MAX. TO 12" BEYOND FURNISH &INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. O+ Q 'd' lL m. to -1 n WiAPPROXIMATE � GROUND0 CEN RLINE - FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. 0 STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS -3) to W CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. z IT"M NQN `- U d N i I M U M-�cNi> LJ + I SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. J� - - - - - - - - - - - _ a N - -� U N H Q •' APPR XIMATE EXISTING _ 348 -m RELOCATE EXISTING POLES BEHIND THE CURB, GUTTER & SIDEWALK - - V � AS DIRECTED BY THE ENGINEER. � L' o w_cj If`- LY d d ow a GROU D. LINE W ►Q- C-0 cn Z O M 348 j UJ jm LL V) L� Z n -- -- jj S=0.25 O ui = ILo W i % J PR POSED S LITH FL WLINE O w u'i d it d N M W LJ M Zl"vu z*+uu w w W IIIUN1 IT 3 Q� U� �T 4 II TONSET STREET F �-a SEE SHEET 11 0 1 J !�cn 20' 20' N 2 3 4 5 O M 6 7 cn 8 11 �' J -t ^ O d• ...t Q O O J lz L` L: N M> � =N J J J J J N 1 I U W O I O c0 O I O el O O O Z 1 J J Io_ J L` �'' 4 L� ti ti LL Fa li L� I li 00 rQ I� Q d LSI Q N pI r cq � NI r 1� Z U--�-il Z L> C3 O OI ij cODI N N) O O� UW O O 0 3+ 3 u7 N a 00 a m En w (u� O r. oo r M co I N ( do W ++ �-`' o o = 3 + + + 3+ Q -� Q rn o Q N P. ra Lo r M v -0• + + 3 a o cd Ki I r oo to �: ZAW +M Q + Q.,fjrOri 00 I oo �' = !y`i m MMLn M toil "cor1�ioM0 3 ri W + + 3 + + 3 rn Q d I n Q Q O Q Q O Q _ ++ cn ++ > '� L'' �A W i Of NN 3 t+0 � 3+ ®r-- OV, wm M N+t .J tD O�j �� ln vsL� v> NN �N �o`Wn� \ �W �ncn W I I U daLr�IV' z .:e .e Ln Ln NI N I Cl o Q Q n a I °D Z •co _- -- - L. .R/�L_ 1 1- �' v~iV~izo C� u~ivFi I _L 2 c� . LnT ci► v�ri m HiQ- �' `n veil L� N m 8" SEWER S 6" SEWER ' o CE INTERSECTION - _ _ _ _ s �--t�J 13+00 8" SEWER N "' s STA. 10+00.00 C.L. HATCHVILLE AVE.= I 11+00 - Z. t + 0 _ i - - I - - -- --F s _ _ _ - � _ s 8 SEWER s 1 STA. 11+73.89 C.L, TONSET ST. I 3 r 3 18" - - o _ - - - - - -I- - 3 I DRAIN 14+00 0 15+00 018" DRAIN 16+00 + 17++00 n 1 2fA R Q r n 3 1 n F" - - -1 2 ;7'R7 - a RM4 LL: Nl J ^ I (((���((('''��� N N O ... n C+O O M (V- Li li i I 8 LJiJJ VI + / 8 - M� O N {{p O N �.. �O !� - f� �) 1 �L -t W N O N M I �-- jLm.. Z U<LWW J�J1 10 'Z I J Z JLi>-1u7 Q N ^ NJQNO I OO Q NNWJ UL' -I C3 Lt- Z �+, + +I +y o+�3 11 0 0 1 '* u- NCV W J �j to to + U +36 1 0 0 - _ _ - m u) ui 20' 20' r- a rn rn L� �' `to ai++ _ moi_ z++ N- mm 0' 30 r- � m� � w i c I o d d I a to to TONSET STREET OO U N N -, V, ^ ^ -_ ++ Cn N c� Cn Cn N N _ _ �- w tritrid m SURFSIDE STREET + + a `� �� SEE SHEET 11 �' Q N N M M H Q Lal '- -� 1 9 m++ to U N N ��� w �^ SEE SHEET 9 Gr U a a W CL o co t� C�LnCnon C3 ad « ��oW 1 g Q 17 Z m V) En Li V) V) tib NfnZO < V) V) Fa -la- m V) N HATCHVILLE AVENUE (STA. 10+00.00 TO 17+56.47) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 50.00 FT. J WAREHAM DRIVE N SEE SHEET 7 20' 20' 1 o u- 30' 30' I 1 z cD tC Q W � �» I �� to � I Q r 3 °-° � CE INTERSECTION 14 STA. 17+56.47 C.L, HATCHVILLE AVE.= I STA. 10+84.84 C.L, WAREHAM DR. 3 W ( 15 N 4 =� N r I� 16 CURVE TABLE 00 tr) CURVE RADIUS LENGTH TANGENT DELTA 1 20.00' 31.58' 20.17' 90'28'25" 2 20:00" 31:25" 19.84' 89'31'35" 3 20.00' 31.42' 20.00' 90'00'00" 4 20.00' 47.66' 50.18' 13632110" HATCHVILLE AVENUE (STA. 10+00.00 TO 17+56.47) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 50.00 FT. J WAREHAM DRIVE N SEE SHEET 7 20' 20' 1 o u- 30' 30' I 1 z cD tC Q W � �» I �� to � I Q r 3 °-° � CE INTERSECTION 14 STA. 17+56.47 C.L, HATCHVILLE AVE.= I STA. 10+84.84 C.L, WAREHAM DR. 3 W ( 15 N 4 =� N r I� 16 344 LEND: 00 tr) - PROPOSED SAWCUT LIMIT LINE Ts ABBREVIATIONS IR FURNISH & INSTALL IRRIGATION CONDUIT F.L. FLOWLINE P.O.V.C. POINT ON VERTICAL CURVE inM FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: ro CENTERLINE B.V.C. BEGIN VERTICAL CURVE 1� "Rt -1" - STOP "W3-1" - STOP AHEAD - ELEVATION E.V.C. END VERTICAL CURVE BEGIN CURB RETURN P.I. POINT OF INTERSECTION La to M END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE M M M v po t00o r BEGIN CURVE PCC POINT OF COMPOUND CURVATURE W ooq > END CURVE TC TOP OF CURB W>; ♦\ M POINT OF INTERSECTION T.P. TOP OF PAVEMENT J LL N d'MU-i W W OF VERTICAL CURVE F.C. FINISH CONCRETE p^j JM W > M ` J FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. O p J"oo Z WWW Ln. M sf: - - M.. W -j.Z>tJii L`ui 352 W EXISTING SURVEY MONUMENT 0.40' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO Z J J NW ^- UNITS STANDARD PLAN RSP A88A CASE A. COMPACTED TO 957. RELATIVE DENSITY PER C.O.B. -STD. ST -9. _ Z NW -i 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. 3. COMPACT SUBGRADE TO 959 OF MAX. TO 12" BEYOND FURNISH &INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. O+ Q 'd' lL m. to -1 n n w W W w W W _. ^ p, Ly I� m .CO J Q FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. 0 STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS -3) FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. DET. ST -14. C--ff CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. INSTALL W-31 (CA) SIGN WITH OM4-3 MARKER AT UNIT BOUNDARY L) NQN `- U d N i I M U M-�cNi> LJ A N SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. - - - - - - - - - - - - - _ a cr _w - -� �� Q •' APPR XIMATE EXISTING _ 348 -m RELOCATE EXISTING POLES BEHIND THE CURB, GUTTER & SIDEWALK - - V �l AS DIRECTED BY THE ENGINEER. ' � r o. 332 s0 L' o w_cj If`- LY d d ow a GROU D. LINE ►Q- C-0 cn Z O M 348 j UJ jm LL V) L� Z n -- -- jj M N O ui ILo W i 344 344 j -►t M L a 10+OOre 11+00 12+00 LEGEND: (CONT.) LEND: LEGEND: (CONT. - PROPOSED SAWCUT LIMIT LINE Ts ABBREVIATIONS IR FURNISH & INSTALL IRRIGATION CONDUIT F.L. FLOWLINE P.O.V.C. POINT ON VERTICAL CURVE Rl FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: C.L. CENTERLINE B.V.C. BEGIN VERTICAL CURVE 1� "Rt -1" - STOP "W3-1" - STOP AHEAD ELEV. B.C.R. ELEVATION E.V.C. END VERTICAL CURVE BEGIN CURB RETURN P.I. POINT OF INTERSECTION ® 'R6-1" -ONE WAY "S5-2' -END SCHOOL ZONE "S4-2" E.C.R. END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE M M M "R5-1" - DO NOT ENTER -WHEN CHILDREN ARE PRESENT "R26(CA)" - NO PARKING "S4-3' - SCHOOL B.C. BEGIN CURVE PCC POINT OF COMPOUND CURVATURE 14+00 15+00 "R3 -5R" - RIGHT TURN ONLY "R2-1' - SPEED LIMIT 20 E.C. END CURVE TC TOP OF CURB "R4-7" - KEEP RIGHT "R7-9" - NO PARKING/BIKE LANE P.I.V.C. POINT OF INTERSECTION T.P. TOP OF PAVEMENT NOTES: NOTES: 'R81(CA)' - BIKE LANE O1 OF VERTICAL CURVE F.C. FINISH CONCRETE 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN - END W/OM4-3 MARKER N O . 2Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. ® :W31(CA) W14-1" - DEAD END SIGN NUMBERS ARE .FEDERAL -CODES "W14-2" - NO OUTLET W U UNLESS OTHERWISE INDICATED BY 3 EXISTING SURVEY MONUMENT 0.40' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO "W1-7" - DOUBLE ARROW (CA). (CA) INDICATES CALIFORNIA "W1-6" - SINGLE ARROW UNITS STANDARD PLAN RSP A88A CASE A. COMPACTED TO 957. RELATIVE DENSITY PER C.O.B. -STD. ST -9. CODES 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. 3. COMPACT SUBGRADE TO 959 OF MAX. TO 12" BEYOND FURNISH &INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. 'W1-1" - CURVE ARROW "W3-3" - SIGNAL AHEAD + FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. - - o STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS -0- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. 0 STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS -3) FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. DET. ST -14. C--ff CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. INSTALL W-31 (CA) SIGN WITH OM4-3 MARKER AT UNIT BOUNDARY SECTION DESIGNATION: S SEWER - REFER TO SEWER & STORM DRAIN PLANS OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED AT THE SAME 16+00 ® SEWER MANHOLE - REFER TO SEWER & STORM DRAIN PLANS. TIME. REMOVE AND SALVAGE- SIGN WITH CONSTRUCTION OF ADJACENT UNIT. A 0 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER 2 ttttttt, TRACT BOUNDARY 17+00 ,.- �; , s SHOWN UNIT BOUNDARY - 344 j -►t M L a 10+OOre 11+00 12+00 LEGEND: (CONT.) In - - - - - - - - - - - - PROPOSED SAWCUT LIMIT LINE Ts FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT IR FURNISH & INSTALL IRRIGATION CONDUIT Ic FURNISH & INSTALL INTERCONNECT CONDUIT T$3 T115 T ,6 FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT TR3=N0. 3 1/2 SIZE TR5=NO. 5 SIZE TR6--NO. 6 SIZE 1� CURVE NUMBER FOR CURVE DESCRIPTION OTAPER NUMBER FOR TAPER DESCRIPTION ® ITEM OF WORK - SEE SCHEDULE w W CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS M M M PER C.O.B. STD. ST -4. -(UNLESS OTHERWISE NOTED) w CALTRANS TYPE IV ARROW, LEFT OR RIGHT 14+00 15+00 AS APPLICABLE, TO BE PAINTED CALTRANS TYPE I ARROW AS APPLICABLE, TO BE PAINTED NOTE: NOTES: NOTES: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT O1 STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. 2Q ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. ® A.C. PAVEMENT TO BE REMOVED AND DISPOSED. > Ln + W W � ►� I Fa LS 348 EBLi In W J W Wlol> J W W > W S=-0. 5% S=:-0.51/-. o 0 344 Ili vto* w W M M M z w 14+00 15+00 16+00 17+0U a' 9 > > > NOTES: NOTES: o O1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN 2Q CONSTRUCT 4.5' COMBINATION SIDEWALK . PER C.O.B. STD ST -3 PLANS AND DETAILS. W U OVER 3 CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL 0.40' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE UNITS STANDARD PLAN RSP A88A CASE A. COMPACTED TO 957. RELATIVE DENSITY PER C.O.B. -STD. ST -9. OCONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. 3. COMPACT SUBGRADE TO 959 OF MAX. TO 12" BEYOND N . PER C.O.B.- STD. S-12, UNLESS NOTED.. OTHERWISE.. GUTTER LIP TO A DEPTH OF 12". � SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER 4. RAISE EXISTING SEWER MANHOLES TO FINISHED GRADE. INSTALL W-31 (CA) SIGN WITH OM4-3 MARKER AT UNIT BOUNDARY SECTION DESIGNATION: (� OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED AT THE SAME 16+00 v TIME. REMOVE AND SALVAGE- SIGN WITH CONSTRUCTION OF ADJACENT UNIT. A O PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER 2 17+00 ,.- �; , s SHOWN ® CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 N RELOCATE EXISTING POLES BEHIND THE CURB, GUTTER & SIDEWALK ` �� `� V �l AS DIRECTED BY THE ENGINEER. ' � r o. 332 s0 10 REMOVE AND DISPOSE OF EXISTING A.C. PAVEMENT. LY d M N O ui M J O w N W LJ c0 CA J Ei - - U - to Y t� N O u7 w N W N O + W -m �- 1 nW - 'c a " "' L'W 348 IF „� - -- - 41f'Zfs_rr UN Ill- 3 v ^4L7 PAINT DETAIL 22 (DOUBLE -YELLOW) STRIPING USING PAINT PER T OF CA\rlo -to �t7 CALTRANS STANDARD SPECIFICATION 8010-21C-19. 7 INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN 12 A73C WITH W-31(CA) SIGN WITH OM4-3 MARKER. BARRICADE U N tT 2 ��LY VN CT 1 Old IS TO GO FROM FLOWLINE TO FLOWLINE. CONSTRUCT TYPE "M' MEDIAN CURB WITH 10" REVEAL` `...�° 13 PER C.O.B. STD. ST -2 (REVISED 6-2-99). O 1 . JI W J W Wlol> J W W > W w W 14+00 15+00 16+00 17+0U a' 9 CONSTRUCTION NOTES: NOTES: O1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN 2Q CONSTRUCT 4.5' COMBINATION SIDEWALK . PER C.O.B. STD ST -3 PLANS AND DETAILS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 3 CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL 0.40' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE UNITS STANDARD PLAN RSP A88A CASE A. COMPACTED TO 957. RELATIVE DENSITY PER C.O.B. -STD. ST -9. OCONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. 3. COMPACT SUBGRADE TO 959 OF MAX. TO 12" BEYOND ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS . PER C.O.B.- STD. S-12, UNLESS NOTED.. OTHERWISE.. GUTTER LIP TO A DEPTH OF 12". SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER 4. RAISE EXISTING SEWER MANHOLES TO FINISHED GRADE. INSTALL W-31 (CA) SIGN WITH OM4-3 MARKER AT UNIT BOUNDARY SECTION DESIGNATION: (� OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED AT THE SAME SECTION LETTER v TIME. REMOVE AND SALVAGE- SIGN WITH CONSTRUCTION OF ADJACENT UNIT. A O PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER 2 CALTRANS STANDARD SPECIFICATION 8010-21C-19.SH ,.- �; , s SHOWN ® CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 N RELOCATE EXISTING POLES BEHIND THE CURB, GUTTER & SIDEWALK ` �� `� Exl �l AS DIRECTED BY THE ENGINEER. ' � r o. 332 s0 10 REMOVE AND DISPOSE OF EXISTING A.C. PAVEMENT. 41f'Zfs_rr UN Ill- 3 v ^4L7 PAINT DETAIL 22 (DOUBLE -YELLOW) STRIPING USING PAINT PER T OF CA\rlo -to �t7 CALTRANS STANDARD SPECIFICATION 8010-21C-19. 7 INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN 12 A73C WITH W-31(CA) SIGN WITH OM4-3 MARKER. BARRICADE U N tT 2 ��LY VN CT 1 Old IS TO GO FROM FLOWLINE TO FLOWLINE. CONSTRUCT TYPE "M' MEDIAN CURB WITH 10" REVEAL` `...�° 13 PER C.O.B. STD. ST -2 (REVISED 6-2-99). O 1 . JI wl ;48 44 LEGEND: ABBREVIATIONS F.L. FLOWLINE P.O.V.C. POINT ON VERTICAL CURVE C.L. CENTERLINE B.V.C. BEGIN VERTICAL CURVE ELEV. ELEVATION E.V.C. END VERTICAL CURVE B.C.R. BEGIN CURB RETURN P.I. POINT OF INTERSECTION E.C.R. END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE B.C. BEGIN CURVE PCC POINT OF COMPOUND CURVATURE E.C. END CURVE TC TOP OF CURB P.I.V.C. POINT OF INTERSECTION T.P. 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 UGHT-5800 LUMEN PER C.O.B. STD. ST -14. �- FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. STD. DET. ST -14. SECTION DESIGNATION: SECTION UTTER _2 SHEET WERE SECTION IS SHOWN 0 20.00' 31.42' 20.00" 9uvu uu ® 20.00' 31.58' 20.17' 90'28'25" Q5 20.00' 31.25' 19.84' 89'31'35" 6 Q 20.00' 20.00' 31.60' 30.87' 20.19' 19.46' 90'31'47" 88'25'43" ® 30.00' 46.85' 29.72' 1 89 8'14" Q9 30.00' 1 47.40' 1 30.28' 1 90'31'46" LEGEND• (CONT i Rt FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: i "R1-1" - STOP "W3-1" - STOP AHEAD TS "R3-7" - RIGHT LANE MUST "S5-2" - END SCHOOL ZONE -IR TURN RIGHT "S4-2" - WHEN CHILDREN ARE PRESENT is "R26(CA)" - NO PARKING "S4-3" - SCHOOL "R2-1" T 2E3 TR5 Ts "R3 -5R" - RIGHT TURN ONLY - SPEED UMIT 20 vi O "R4-7" - KEEP RIGHT "R7-9" - NO PARKING/BIKE LANE ® "R81(CA)" - BIKE LANE "R7-9" - NO PARKING/BIKE LANE OTAPER "W31(CA)" - END W/0M4-3 MARKER NOTE Q ® 1 "W73A" - RIGHT LANE TURNS RIGHT SIGN NUMBERS ARE FEDERAL CODES "W14-2" - NO OUTLET UNLESS OTHERWISE INDICATED BY z "Wt -7" - DOUBLE ARROW (CA). (CA) INDICATES CALIFORNIA SEE DETAILS ON SHEET 12R. "W1-6" - SINGLE ARROW CODES. Jl�l "Wt -1" - CURVE ARROW "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. s SEWER - REFER TO SEWER & STORM DRAIN PLANS SEWER MANHOLE - REFER TO SEWER & STORM DRAIN PLANS. ® SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. TRACT BOUNDARY UNIT BOUNDARY PROVINCETOWN AVENUE (STA. 10+00.00 TO 23+52.06) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 50.00 FT, VERT. LEGEND: ONT.1 > t7i - - - - - - - - - - - - PROPOSED SAWCUT UMIT UNE TS FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT -IR FURNISH & INSTALL IRRIGATION CONDUIT is FURNISH & INSTALL INTERCONNECT CONDUIT T 2E3 TR5 Ts FURNISH & INSTALL SPUCE BOX FOR INTERCONNECT vi O TR3=N0. 3 1/2 SIZE TR5=NO. 5 SIZE TR6=N0. 6 SIZE ® CURVE NUMBER FOR CURVE DESCRIPTION OTAPER NUMBER FOR TAPER DESCRIPTION Q ® 1 ITEM OF WORK - SEE SCHEDULE EASEMENT DESCRIPTION z CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS SEE DETAILS ON SHEET 12R. PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) CALTRANS TYPE IV ARROW, LEFT OR RIGHT Jl�l AS APPLICABLE, TO BE PAINTED CALTRANS TYPE I ARROW AS APPLICABLE, TO BE PAINTED 0 NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. ® A.C. PAVEMENT TO BE REMOVED AND DISPOSED. l�VIV01i1VVIIWlA I,Iv�.+. O CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 0 CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 OCONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL UNITS STANDARD PLAN RSP A88A CASE A. CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. Q COMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND GUTTER LIP TO A DEPTH OF 12". OSAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER/DESIGN ENGINEER, ©INSTALL W-31 (CA) SIGN WITH OM4-3 MARKER AT UNIT BOUNDARY OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED AT THE SAME TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT UNIT. OPAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. ® CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 ORELOCATE EXISTING POLES BEHIND THE CURB, GUTTER & SIDEWALK AS DIRECTED BY THE ENGINEER. 10 REMOVE AND DISPOSE OF EXISTING A.C. PAVEMENT. 11 PAINT DETAIL 22 (DOUBLE—YELLOW) STRIPING USING PAINT PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN 12 A73C WITH W-31(CA) SIGN WITH OM4-3 MARKER. BARRICADE IS TO GO FROM FLOWLINE TO FLOWLINE. OCONSTRUCT TYPE "M' MEDIAN CURB WITH 10" REVEAL 13 PER C.O.B. STD. ST -2. 50.00 FT. Iry I L_w• 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN PLANS AND DETAILS. 2. LOCAL STREETS — PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 0.40' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. S-12, UNLESS NOTED OTHERWISE. 4. RAISE EXISTING SEWER MANHOLES TO FINISHED GRADE. u Io a 2 0�►ty .4 d�'l0'�� A REVISION B APPROVED BY: JR McINTOSH DATE R.C.E. 33322 EXP. 06/30/16 REVISION "av APPROVED BY- ' MA IAN SHAW C.E. IV DATE R.C.E. 32178 EXP. 12/31/16 �E '/O—W 0° > t7i > vJi > vJi c Ji� V) vi O z 0 J cs C7 Z --c �- O V) V w m U Gi S O Z O Y p U 0:1d Ui Y U WzySfh C' U W U F= i�sUU•Z ui Z W p m Q � �MUm O CA CC] NN CC] WN p O U. O ~COd N O �ZQ d5; .JCI p W W M p p N N ui W > N Inui S � � t r W t r ..l � p y� ~ O O O O O pp O O M N M O N O N N O O O O Cl /0/%�, tel/ O CV O M N 0 as F -- z O O z p o O � O W w W W v � LLI uj � Z ca Q V � Z H 0 U cc CL W W cc c U.0 v\' ('4-� �-v n� Q .�� of UN�T a J w J =' J �T 0UN�T 1 6, rGo Ld� . u a u 3= „ HATHAWAY n II n Q U N U J J HATCHVILLE J n N n n ,- a Q o AVENUCAPE E oo o AVENUE 00 a, o o SEESHEET 5 0 31 0 2 .J o a N 2 8 7 0 6 5 4 cov SEE SHEET 3 �� Ll.1 7 _ SEE SHEET 5 0 0 m,* o 0 0 o ti M N �- ao d "+- -'n o - �' - - o _ _ - - - o - J 20' 20' J - _� J N 3 a _I - J .i [r _ I N J -1 J N --� J 'J -J I RdW' + + N m to 20' 20' --- - N r w Jj L'- N N 30' 30 J J U- LL: I t` L'- tL J J U- J -� �` L` � -. J '+ 1 �` ( N N I o oo ++ 0' 30 v� 6 '� J _j J� -1J tp - - _ I� m1 Q d ci Qa o^ �� z cJ9U-ww W 0 al 10� 0>i m z 4 U t nI coI ci t = z cic3 r `o �I r co o r `� o6I > 0I r Iii MOMo I Io () ,- F- z z z J d } ao ao r cJ r o I o M ri I r i M = a d a W -� o of o rn ai ao 00 �' a I > + I Q ►`� N t d co I F o Q � .- + 3 + 3+ + 3+ + co . I v to a- N N c� i v~i ( to ori cn N N z o ui aoo t W tri Q 3 0 + 3 M a 6 + r- 0 3+ + 3+ Y o Q+ ao w co o rn rn rn o 3 + + c6 c6 v c6 o w w aD N N N Q N (n w + I / I + { n O N + Z N N N N I + + >_ ( m + + to ttl t0 00 OD n m 6� 11 tri �� � * +to W aoo > � + � � w � w � I N N w m Cl 3 6 r = d' tr to to w -,+ ' Q' m tD �' Q I / R R =� x++J(n + o NN r+it+i oo m d a ¢ n a t.t .-� ¢ '�'� n a '.i o a t,, a. n Q a o d Q Q 0 ac / aoo ao oc U cn F_ N m .- t > n c - d �- F- �`' r- �- t F- n I ~ I► - 15' DRAINAGE EASEMENT / 1 ci d a a m W z a a: a s "n N I N N t cV) a a a tN z d a �' '" I N Q d d I �' cn c" I N TO BE DEDICATED PER I ` 5 4i v d Q a o Q d a v a d cn I o w N N I I I 0 V) cV) 2 ! - TRACT 6758 UNIT 1 c� v~i w z Cl R W C4 v~i Env) 1 2 ao v~i v~i 6 1 - _ - - I � N89`3112"W 3 / �/w�-- 634N5 n R z 20.00' 3 I 6" SEWER 3 " b oM 3 1 3 1 6" SEWER 6" SEWER ,� 6" SEWER s s r. t t +00 18" GRAIN 8 SEWER cv s 5 s s s _ _ \ _ N00'28'48"E _84.84 ... _ _ _ _x}'28 X20 QL__ - I - - - -+ - - - - -+ - - " - t9+00 ... 7 2 42" �- - - D - " D _ - - D 14+00 N00'28'48"E 221.33' 15+00 7 �+00 8 t 7+0o N00'28'48 E 338 69 18+ o (�} I 2% DRAIN t 2+00 6' 36 DRAIN b 13+00 3 I / f'c �� (L' CATCH BASIN NO. 16 S20 -26'41"E RAD. 4 M 3Immom STA. 9+60.77 C.L., 5.00LT.= _ _ _ _ )r.: - - - - - - STA. 9+10.70, F.L. LT. 1 _ - - - - - Z�T - --- - - - - STA. 9+49.22, F.L RT. I J_R/W o:RW11 NORMAL F.L. ELEV. 344.54 1 ,- o:O F- w F= 1 - -J J n J J J J J J p N Ln 634N6 I o �y J( 1� 4- DEPRESSED F.L. ELEV. 344.37 I F- o � I ao I o J -' I t J I � oo LLJ'. _j I LL: a 1 ti - oo L 1 U i '` o `` 1 00 �` I\ 0 0o c` o t LL o +� I o ''- L` I I o t Q 3 1 0 I `` I o °O I „� N � of .91: ( g I Cq F�yq%1 "," N N I� O n n f\ n --t N rl f\ � 2 Q 1� N - - r - N r- _ r } N \ C O o N - ,,: } W _ r r >- _ rn a >- 0 �' c6 Q 0 Q co pO J d to -t J Q co Q m a r 0 - d m _ 1 Q cD J Q co M Q co d (m d -t Q 3 u u- 3 N [` J -� 3 M( 3 d rn 13 o I J LL: 3+ + I 3+ 3 i++ ti �'- 3++( 3+ +( ��.t �j � I '^ z I Co i'`.' I a+o ( coo t q o I Z F- + U + U + +I Ut. } , + + + c> + N M th M d a _ - �'' o o � � � � N r N �`' - � I� a000 I I cocD) I I Y �� rr w NN I \ 6 I din rnl o r I Y ib odo � I I rr aoo �� o o �� t a co rn o I o I ¢ 20' 20' 0 Ld a o N o d d1 w n d -c a dl a rnrn ra a o> of I z a d a I Q a d a d n a n tri tri a F FQ- z cS 0 w - F- t- ao + F- t- 0 F- F-4.4- r< a I I �t O O F- F- W a F- F- I O F- h- ( F- Z N N G� (n to m + + t C V) 30' 30 • J t� fn fn' m + + C� !n - to C� (n (n C -it (n 0 o I N o o N N m ++ c� cn v>) c� to cn I c� cn =o + + N i c� cn o M cn c� rn cn v> m + + N� QQ 2 3 4 4� 0 W-- w co N a M �' ASHINTULLY co C 1 a 5 16 �Qa �aa15 aQ�14 13 12maa 37 38� ++ a`39 40 41 ��� AVENUE Q a a z F- F- W co M F- ~ ad to cn SEE SHEET 8 `6 c6 `�' c ' cn 06 n n a. V) U) W (jN of N� M En F �N U tn(n ++ z as c0 co cn� o �� cj u.l N cn WAREHAM- DRIVE __. -- -- -^ A n 0-7\ 50.00 FT. 352 I 344 352 344 50.00 FT. LEGEND: ABBREVIATIONS F.L. FLOWLINE P.O.V.C. POINT ON VERTICAL CURVE C.L. CENTERUNE B.V.C. BEGIN VERTICAL CURVE ELEV. ELEVATION E.V.C. END VERTICAL CURVE B.C.R. BEGIN CURB RETURN P.I. POINT OF INTERSECTION E.C.R. END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE B.C. BEGIN CURVE PCC POINT OF COMPOUND CURVATURE E.C. END CURVE TC TOP OF CURB P.I.V.C. POINT OF INTERSECTION T.P. TOP OF PAVEMENT OF VERTICAL CURVE F.C. FINISH CONCRETE Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. Q EXISTING SURVEY MONUMENT + FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. + FURNISH & INSTAL_ METRO STREET NAME SIGN PER C.O.B. STD. T-1. ->- FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. STD. ST -14. E- FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. DET. ST -14. LEGEND: (CONT.) R1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: - - - - - - - - - - - "R1-1" - STOP "W3-1" - STOP AHEAD Ts "R6-1' - ONE WAY "S5-2" - END SCHOOL ZONE "R5-1" "S4-2" - WHEN CHILDREN ARE PRESENT IR - DO NOT ENTER "R26(CA)" - NO PARKING "S4-3" - SCHOOL Ic "R3 -5R" - RIGHT TURN ONLY "R2-1" - SPEED LIMIT 20 T�3 T�5 TS6 "R4-7" - KEEP RIGHT "R7-9" - NO PARKING/BIKE LANE 2 "R81(CA)" - BIKE LANE �j "W31(CA)" - END W/OM4-3 MARKER NO : Oj "W14-1" - DEAD END SIGN NUMBERS ARE FEDERAL CODES ® "WI4-2" - NO OUTLET UNLESS OTHERWISE INDICATED BY 50.18' "WI -7" - DOUBLE ARROW (CA). (CA) INDICATES CALIFORNIA 4 'W1-6" - SINGLE ARROW CODES. 7.99' "Wi-l" - CURVE ARROW 13'05'14" "W3-3" - SIGNAL AHEAD 20.00' STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS 0 STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS 6 CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. .------5 SEWER - REFER TO SEWER & STORM DRAIN PLANS ® SEWER MANHOLE - REFER TO SEWER & STORM DRAIN PLANS. ® SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. t. . tt�t� • �■ t_ TRACT BOUNDARY a, « •� UNIT BOUNDARY LEGEND: ONT. - - - - - - - - - - - - PROPOSED SAWCUT LIMIT LINE - Ts FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT IR FURNISH & INSTALL IRRIGATION CONDUIT " Ic FURNISH & INSTALL INTERCONNECT CONDUIT T�3 T�5 TS6 FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT 2 TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE �j CURVE NUMBER FOR CURVE DESCRIPTION Oj TAPER NUMBER FOR TAPER DESCRIPTION ® ITEM OF WORK - SEE SCHEDULE 50.18' CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' HANGS 4 PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) 7.99' CALTRANS TYPE IV ARROW, LEFT OR RIGHT TO BE PAINTED 13'05'14" AS APPUCABLE, 20.00' CALTRANS TYPE I ARROW 20.17' AS APPLICABLE, TO BE PAINTED 6 NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT 31.25' STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT 89`31'35" PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. 20.00' ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. 20.01' A.C. PAVEMENT TO BE REMOVED AND DISPOSED. N + 352 aD Q F- N 348 344 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 1 42.00' 115.77' 215.41' 157`56'04" 2 42.00' 60.23' 36.61' 82`09'45" 3 20.00' 47.66' 50.18' 136`32'10" 4 35.00 7.99' 4.01 13'05'14" 5 20.00' 31.58' 20.17' 90`2825" 6 20.00' 31.25' 19.84' 89`31'35" 7 20.00' 31.42' 20.01' 90'01'07" 8 20.00' 31.41' 19.99' 89'58'53" V #4 rr 3 °''"% CONSTRUCTION NOTES: NOTES: CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN PLANS AND DETAILS. Q CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVEI CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL 0.40' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE UNITS STANDARD PLAN RSP A88A CASE A. COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS O COMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND PER C.O.B. STD. S-12, UNLESS NOTED OTHERWISE. GUTTER LIP TO A DEPTH OF 12". 4. RAISE EXISTING SEWER MANHOLES TO FINISHED GRADE. O5 SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER cFrnON DD SI . INSTALL W-31 (CA) SIGN WITH OM4-3 MARKER AT UNIT GN WITH CONSTRUCTION OFASAME DJACENT 6 OF TRACT IF ADJACENT UNIT I OE LEM TIME. REMOVE AND SALVAGES UNIT. 2 7 PAINT PER O PAINT 12" LIMIT LINE USING THERMOPLASTIC SHEE IS SHO, i�, { • ,;. CALTRANS STANDARD SPECIFICATION 8010-21C-19. ' )� :r O8 CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 rad 9 RELOCATE EXISTING POLES BEHIND THE CURB, GUTTER &SIDEWALK O AS DIRECTED BY THE ENGINEER. �:.. 10 REMOVE AND DISPOSE OF EXISTING A.C. PAVEMENT. 1 1 PAINT DETAIL 22 (DOUBLE -YELLOW) STRIPING USING PAINT PER `�UFCA��F�Q ` ANS STANDARD SPECIFICATION 8010-21C-19. CALTR ®4• Qs�l,� 12 INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W-31(CA) SIGN WITH OM4-3 MARKER. BARRICADE L'L N tT Z OILY V N fT I 01111- IS 111t-IS TO GO FROM FLOWLINE TO FLOWLINE. CONSTRUCT TYPE "M' MEDIAN CURB WITH 10" REVEAL r 13 PER C.O.B. STD. ST -2 (REVISED 6-2-99). r- 0 1© rn M N :D Qr d' N oz00 0 0 UO14- o Z ti Z Lt- 1 a Q J � LLI w U 00 o o LL_ oto cls! } LLI m a Y x ryQ Q W {y it U �q --Cb 6' v N V. i r 00. in L..1 r Q I I' I ---, L Jt ("mac` f I�I`yco � v in J NNUI J J J cn 0> H N ~ cn F--- i 0 o� Z �o � oo. co + W LU W N r" Xt- W W • ac Lu c v' z O CD " O m. V h N w w = w N c ' W U O U Q i LLJ m Z O O r -NM V N C n N m m mCL O O O U V V Z o✓ W w a w a w a w O in d w Ncl1N w w w Cn w w w w n O n O N O n O W M O O CN < 0 N N N N In 00 On O 0 0 0 - I I' I ---, L Jt ("mac` f I�I`yco � v N 0> T_ i 0 o� �o � oo. co + o- 2 U r" Xt- W W • ac Lu c v' b W m. V h Q c ' W E1G Q i I I' I ---, L Jt ("mac` f II UN�T I>`o J Z PROA ENUEO c=n a II II Tn'�� SEE SHEET 6 WAREHAM DRIVE "3 J J `=t - - - - - 20' 20' 2% _lW SEE SHEET 7 J O C*4 0' I 30' 11 20' 20' I z v_ N-__ _ N 1 Z 1 -_j >_ . UNT 162:1 W 56 W 0000 Uu- UW , Ir -4 Q V ! W a0 I %0 I� o� rnoi Q c�z Oo z r�i ! _ I! co I w oa'l o�'l z aS N o 0 0 o I 00 to cv z ¢Q-. Mr7 1 �mx ��. m � t vD z � h'00 ma 1 �ci 2 8 I LJ to vi 1 fY w (n (n vl_ V) - I i 3 --__ -____ 55b o CL INTERSECTIONtS89'30'05"E 140.03'1 tt+00 EXISTING STREET STA. 10+00.00 C.L, BOUNTY LN.= _ MEMS STA. 14+33.99 C.L., PROVINCETOWN AVE. 1 3 ! 1 8" SEWER a' rJ PER TRACT 6491 1 r�_ "' -_- - 1 4 I 29 I N R/W 54 I �, ! 3 1z .�o �!� TEMP. TURN AROUND EASEMENT o. PER DOC. NO. 020625508441 w N TO BE ABANDONED UPON \►W- J J RECORDATION OF hNAL MAP.MI = �'-i1 0 o'�z 1-- Z F o0 _ m w `++� 5 PROVINGETOWN 30 WAREHAM DRIVE AVENUE �-- v = SEE SHEET 6 SEE SHEET 7 cz C-3 a s z a P f5 La.l N N !- W M v) v) ASHINTULLY AVENUE 352 348 344 10 (STA. 10+00.00 TO 11+40.03) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL S2I 352 s ai' Ic U'1 $52 IN EXISTING STREET IMPROVEMENTS PER TRACT 6491 344 N r LENGTH TANGENT DELTA CR N II CAPE COD X W � O to 31.42' 20.01' 90'01`07" v � M M O > Q M J Q0j W J co J W - M LL Li W d7 6 C9 O W Z� N_ Wl 20'� ' 20' L-- vLZ I J ui mo: + J� m? + J- # W TR3=NO. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0.-6 SIZE � + V `- C V U `- N C S=- �� 64 C>eCD c> 0° -0257. W TE EXISTNG GROUND 9 CENTE LINE ``' v' ROUND D CENTEF LINE w 3 O O TAPER NUMBER FOR TAPER DESCRIPTION PROI OSED WEST FLOWLINE _\ -L "Wl-7' - DOUBLE ARROW (CA). (CA) INDICATES CALIFORNIA 1 Q 63402 ,� EXISTING SURVEY MONUMENT _ Q I f48 S=0 51% I S=-0.25 » "Wi-1" - CURVE ARROW S=- •51% 1 S=-0.25 a N 3 51% =-0.26 CONSTRUCT 16 BOTTOM WIDTH DRIVEWAY W/3' WINGS -0 ks- 0 P POSED SOUTH Fl OWLINE OSED EAT PER C.Q.B. SIU. ST -4. (UNLESS OTHERWISE NOTED) n NE W W P OPOSED NIORTH Ft WLINE tt a 3 b "�' ^ 3 1 ' >WW > 30" DRAIN AS APPLICABLE, TO BE PAINTED E- FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. STD. DET. ST -14. o E " o N- D Lu UJ ujJ 11+00 I s.g» SEWER N 12+0o s I -00d J d 11+00 O s! A o W W W SEWER CLEANOUT - REFER TO SEWER &STORM DRAIN PLANS wwW f -00W W W 1.00-< w W d 11+00 d M ? M a 352 s ai' Ic U'1 $52 IN EXISTING STREET IMPROVEMENTS PER TRACT 6491 344 " N r LENGTH TANGENT DELTA to W II CAPE COD d M U O M 31.42' 20.01' 90'01`07" h 20.00' M O > Q M J t0 tD WW I �' W co J \ OLa M W Q M U- W O J __ __ N_ Wl 20'� ' 20' L-- vLZ J J ui mo: + J� 0 30Aj W M J- # W TR3=NO. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0.-6 SIZE � + V r C Z O N Q S=- �� 64 C>eCD c> 0° -0257. W TE EXISTNG GROUND 9 CENTE LINE � W v' N U 3 O O TAPER NUMBER FOR TAPER DESCRIPTION PROI OSED WEST FLOWLINE _\ -L "Wl-7' - DOUBLE ARROW (CA). (CA) INDICATES CALIFORNIA I Q 63402 ,� EXISTING SURVEY MONUMENT q Q I f48 S=0 51% I S=-0.25 » "Wi-1" - CURVE ARROW S -02 _25% 1 w N 3 51% o CONSTRUCT 16 BOTTOM WIDTH DRIVEWAY W/3' WINGS -0 ks- 0 P POSED SOUTH Fl OWLINE OSED EAT PER C.Q.B. SIU. ST -4. (UNLESS OTHERWISE NOTED) n NE W W W m tt a 3 b "�' ^ 3 1 ' >WW > 30" DRAIN AS APPLICABLE, TO BE PAINTED E- FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. STD. DET. ST -14. o E " o N- D Lu UJ ujJ 11+00 I s.g» SEWER N 12+0o s I -00d d d 11+00 O s! A o " � a LENGTH TANGENT DELTA CO II CAPE COD M J 31.42' 20.01' 90'01`07" 3 20.00' M O J AVENUE W) O 0 La C.L. w OLa o SEE SHEET 2 FURNISH & INSTALL IRRIGATION CONDUIT �_- N� _- __ �_ __ __ N_ Wl 20'� ' 20' L-- vLZ J J ui c 1 E.C. J� 0 30Aj W M J- # W TR3=NO. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0.-6 SIZE � + O w d Lu C Z O N 63 S=- �� 64 C>eCD c> n W Q o -0257. TE EXISTNG N mROUND N U 3 O O TAPER NUMBER FOR TAPER DESCRIPTION PROI OSED WEST FLOWLINE 0 d "Wl-7' - DOUBLE ARROW (CA). (CA) INDICATES CALIFORNIA I Q 63402 ,� EXISTING SURVEY MONUMENT Q I f48 N N �- = M I wvhichnR "Wi-1" - CURVE ARROW Y ti I vhT w N 3 51% 1 CONSTRUCT 16 BOTTOM WIDTH DRIVEWAY W/3' WINGS ks- 0 51% mEn(n OSED EAT PER C.Q.B. SIU. ST -4. (UNLESS OTHERWISE NOTED) =_ NE W W W m tZ n 3 b "�' ^ 3 1 ' FURNISH &INSTALL STREET LIGHT -580(? LUMEN PER C.O.B. STD. ST -14. > 30" DRAIN AS APPLICABLE, TO BE PAINTED E- FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. STD. DET. ST -14. o E " o N- D SEWER - REFER TO SEWER & STORM DRAIN PLANS L6 M s 11+00 I s.g» SEWER N 12+0o s PROPOSED WES FLOWLI I 4 O O tn c0 o 18" DRAIN 3 INTERSECTION SEWER CLEANOUT - REFER TO SEWER &STORM DRAIN PLANS wwW f -00W W W M w W I STA. 12+80.00 C.L. BOUNTY LN,= d M M M a a a ~ STA. 14+37.17 C.L., CAPE .COD AVE. G THERMOPLASTIC PAINT PER PAINT 12" LIMIT LINE USING ® � m \� 3 Z - 9 O CALTRANS STANDARD SPECIFICATION 8010-21C-19. L a,,oY r� r ;'`�; ' �� II I dam• M F r'Y J 634M :=='. = > U Z c`) RELOCATE EXISTING POLES BEHIND THE CURB, GUTTER & SIDEWALK o I w$W 3 t "� 30_` LJL� 6- 29� AS _DIRECTED- BY THE . ENGINEER. �' 1N 5 z LJ CL 1 • v �` 110+00`'-' + Lul U �` 1 0o Ui W. a0 �P td "to'��� I oo o0 cn Z I CALTRANS STANDARD SPECIFICATION 8010-21C-19. .. -�,� QG �'� �1 a C)� 1 i a a a I co 12 A73C WITH W-31(CA) SIGN WITH OM4-3 MARKER. BARRICADE uN t'C W IT 1 6wL'i to CAPE COD W em IS TO GO FROM FLOWLINE TO FLOWLINE. CONSTRUCT TYPE M MEDIAN CURB WITH 10 REVEAL T; ra. «'fir F 9, VNUE ,` Y. 13 O PER C.O.B. STD. ST -2 (REVISED 6-2-99). tn cn SEE SHEET2 BOUNTY LANE (STA. 10+00.00 TO 12+80.00) SCALE: 1" 50' HORIZONTAL 1" = 5' VERTICAL 152 352 K8 34E EXISTING STREET IMPROVEMENTS PER TRACT 6491 544 344 10 352 6m;l 16=1 � a LENGTH TANGENT DELTA CO t0 31.41'. 19.99' 89'5653" M � M 31.42' 20.01' 90'01`07" 3 20.00' M O W M W) - u: La C.L. w OLa Lj IR FURNISH & INSTALL IRRIGATION CONDUIT W. co J m N M cn u: J J ui 1152,{ E.C. O 11T W M J- # W TR3=NO. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0.-6 SIZE � + POINT OF INTERSECTION T.P. TOP OF PAVEMENT w d Lu T1 I W O N + S=- m �j tiQ ``' `nPPROXIM -0257. TE EXISTNG N mROUND N U FQ- n TAPER NUMBER FOR TAPER DESCRIPTION PROI OSED WEST FLOWLINE 0 d "Wl-7' - DOUBLE ARROW (CA). (CA) INDICATES CALIFORNIA I Q �' EXISTING SURVEY MONUMENT � f48 ITEM OF WORK - SEE SCHEDULE UNITS STANDARD PLAN RSP A88A CASE A. APPROXI GROUND-, ATE EXISTING kLENM I INE "Wi-1" - CURVE ARROW Y m vhT w S=0 51% 3. ALL CATCH CONSTRUCT 16 BOTTOM WIDTH DRIVEWAY W/3' WINGS ks- 0 51% JJ OSED EAT PER C.Q.B. SIU. ST -4. (UNLESS OTHERWISE NOTED) =_ NE W W W m tZ n ® STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS ^ PRO OSED E ST FLO FURNISH &INSTALL STREET LIGHT -580(? LUMEN PER C.O.B. STD. ST -14. > �7 AS APPLICABLE, TO BE PAINTED E- FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. STD. DET. ST -14. CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. E CALTRANS TYPE I ARROW W S SEWER - REFER TO SEWER & STORM DRAIN PLANS L6 M n' to M W SEWER MANHOLE - REFER TO SEWER & STORM DRAIN PLANS PROPOSED WES FLOWLI Z O O tn c0 STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT N 6 O _ SEWER CLEANOUT - REFER TO SEWER &STORM DRAIN PLANS wwW f -00W W W M w W 344 d M M M a a a ~ o G THERMOPLASTIC PAINT PER PAINT 12" LIMIT LINE USING ® � m m � Z - 9 O CALTRANS STANDARD SPECIFICATION 8010-21C-19. a,,oY r� r ;'`�; ' �� ��, dam• M F r'Y CONSTRUCT 5.5'. COMBINATION. SIDEWALK. PER C.O.B. STD ST -3 _ t ,E° :=='. = > U Z RELOCATE EXISTING POLES BEHIND THE CURB, GUTTER & SIDEWALK ! ' t t LJL� 9I AS _DIRECTED- BY THE . ENGINEER. J z LJ CL w d • 110+00`'-' `�' Lul 11+00 12+00 W Ui W. Lu W �P td "to'��� w _ CALTRANS STANDARD SPECIFICATION 8010-21C-19. .. -�,� QG �'� a co a a a I co 12 A73C WITH W-31(CA) SIGN WITH OM4-3 MARKER. BARRICADE uN t'C W IT 1 6wL'i 152 352 K8 34E EXISTING STREET IMPROVEMENTS PER TRACT 6491 544 344 10 352 6m;l 16=1 352 UN�Tl 3 J1 CAPE COD II II AVENUE SEE SHEET 2 0 .. _ o N N ///���M ,^ w S , TRO. 6757 I � 00 Q O 00 6 V Z � UMT I V) C-4 O 1 OC> O 00 68.* ,� ao ma{ �� ¢a da A chiT vhi . 1 La c~i> vhi co N 1 p -.w -- .-..-- - I 1, 24 DRAIN 1 a 0 2 1- 5 67_ -Di - 0i - _ - -D STREET IMPROVEMENTS c� -I - - --I - - PER TRACT 6757 NOO'5T13"E 140.00' t r+0o _ 12+00 q INTERSECTION 3 3 N o �l STA. 10+00.00 C.L., CABOT WY.= t (- -- -- STA. 11+82.55 C.L., CAPE COD AVE. I ! z _ _ _ _ - --- - 2 N R/W- i 0 634MB Q oc -' REMOVE AND SALVAGE- oM o0 o z vo' EXISTING "END" SIGN 6.6 N N N J -j \.�' J-? m + ao I ro: o ci'�- 20' 1 20' o o Z o o -- -- 30' 30 - o+ m ++1 V) CAPE COD h U AVENUE a s Q a Q Q SEE SHEET 2 uj N N I- w Env) CURVE TABLE � 01 LENGTH TANGENT DELTA CO t0 31.41'. 19.99' 89'5653" M � M 31.42' 20.01' 90'01`07" 3 20.00' M O W W M W) - u: � Jui C.L. O O W M Lj IR FURNISH & INSTALL IRRIGATION CONDUIT a P - ONE WAY "R5-1" - DO NOT ENTER "S4-2" - WHEN CHILDREN ARE PRESENT » m FURNISH & INSTALL INTERCONNECT CONDUIT Lei cn O J T FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT E.C. + O 11T "R4-7" - KEEP RIGHT 'R7-9' - NO PARKING/BIKE LANE TR3=NO. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0.-6 SIZE P.I.V.C., POINT OF INTERSECTION T.P. TOP OF PAVEMENT GROUND + W w W N OF VERTICAL CURVE F.C. FINISH CONCRETE S=- .513 �j S="-0.25 PLANS AND -0257. 'W14-1" - DEAD END SIGN NUMBERS ARE FEDERAL CODES N C) FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STT). ST -13. U FQ- n TAPER NUMBER FOR TAPER DESCRIPTION PROI OSED WEST FLOWLINE 0 d "Wl-7' - DOUBLE ARROW (CA). (CA) INDICATES CALIFORNIA CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL Q �' EXISTING SURVEY MONUMENT M � � ITEM OF WORK - SEE SCHEDULE UNITS STANDARD PLAN RSP A88A CASE A. APPROXI GROUND-, ATE EXISTING kLENM I INE "Wi-1" - CURVE ARROW Y m vhT w S=0 51% 3. ALL CATCH CONSTRUCT 16 BOTTOM WIDTH DRIVEWAY W/3' WINGS S=- -W3 JJ OSED EAT PER C.Q.B. SIU. ST -4. (UNLESS OTHERWISE NOTED) NE NE W W W m tZ n ® STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS ^ PRO OSED E ST FLO FURNISH &INSTALL STREET LIGHT -580(? LUMEN PER C.O.B. STD. ST -14. > �7 AS APPLICABLE, TO BE PAINTED E- FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. STD. DET. ST -14. CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. CALTRANS TYPE I ARROW W S SEWER - REFER TO SEWER & STORM DRAIN PLANS L6 M n' to M W SEWER MANHOLE - REFER TO SEWER & STORM DRAIN PLANS NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT Z O STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT N 6 O _ SEWER CLEANOUT - REFER TO SEWER &STORM DRAIN PLANS wwW f -00W W W ui 11+00 12+00 W w W W W O d a a a a ~ o G THERMOPLASTIC PAINT PER PAINT 12" LIMIT LINE USING ® A.C. PAVEMENT TO BE REMOVED- AND DISPOSED. m m 352 UN�Tl 3 J1 CAPE COD II II AVENUE SEE SHEET 2 0 .. _ o N N ///���M ,^ w S , TRO. 6757 I � 00 Q O 00 6 V Z � UMT I V) C-4 O 1 OC> O 00 68.* ,� ao ma{ �� ¢a da A chiT vhi . 1 La c~i> vhi co N 1 p -.w -- .-..-- - I 1, 24 DRAIN 1 a 0 2 1- 5 67_ -Di - 0i - _ - -D STREET IMPROVEMENTS c� -I - - --I - - PER TRACT 6757 NOO'5T13"E 140.00' t r+0o _ 12+00 q INTERSECTION 3 3 N o �l STA. 10+00.00 C.L., CABOT WY.= t (- -- -- STA. 11+82.55 C.L., CAPE COD AVE. I ! z _ _ _ _ - --- - 2 N R/W- i 0 634MB Q oc -' REMOVE AND SALVAGE- oM o0 o z vo' EXISTING "END" SIGN 6.6 N N N J -j \.�' J-? m + ao I ro: o ci'�- 20' 1 20' o o Z o o -- -- 30' 30 - o+ m ++1 V) CAPE COD h U AVENUE a s Q a Q Q SEE SHEET 2 uj N N I- w Env) CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 1 20.00' 31.41'. 19.99' 89'5653" 2 20.00' 31.42' 20.01' 90'01`07" 3 20.00' 31.42' 20.00' 90'00'00" CABOT WAY 348 344 (STA. 10+00.00 TO 11+40.00) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL n � `t d d d M � > j 0p W J W M - �? J La o J O �a O I LEGEND: LEGEND: (CONT.) LEGEND:(CONT.) p mW + ABBREVIATIONS FLOWLINE PA.V.C. POINT ON VERTICAL CURVE i FURNISH &INSTALL TRAFFIC SIGNS PER C O.B. STD. T -t9: Of-- FURNISH &INSTALL TRAFFIC SIGNAL CONDUIT C.L. CENTERLINE B.V.C. BEGIN VERTICAL CURVE ci IR FURNISH & INSTALL IRRIGATION CONDUIT a P - ONE WAY "R5-1" - DO NOT ENTER "S4-2" - WHEN CHILDREN ARE PRESENT » m FURNISH & INSTALL INTERCONNECT CONDUIT Lei cn GROUND 0 CENT E RLINE "R26(CAr = NO PARKING S4-3 - SCHOOL "R3 -5R" - RIGHT TURN ONLY "R2-1" - SPEED LIMIT 20 123 5 rgs FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT E.C. END CURVE TC TOP OF CURB 11T "R4-7" - KEEP RIGHT 'R7-9' - NO PARKING/BIKE LANE TR3=NO. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0.-6 SIZE P.I.V.C., POINT OF INTERSECTION T.P. TOP OF PAVEMENT GROUND "R81(CAT - BIKE LANE AND STORM DRAIN PLANS FOR STORM DRAIN w W N OF VERTICAL CURVE F.C. FINISH CONCRETE S=- .513 �j S="-0.25 PLANS AND -0257. 'W14-1" - DEAD END SIGN NUMBERS ARE FEDERAL CODES �- QQ FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STT). ST -13. OMD n n TAPER NUMBER FOR TAPER DESCRIPTION PROI OSED WEST FLOWLINE 0 d "Wl-7' - DOUBLE ARROW (CA). (CA) INDICATES CALIFORNIA CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL S=- .51% EXISTING SURVEY MONUMENT M � � ITEM OF WORK - SEE SCHEDULE UNITS STANDARD PLAN RSP A88A CASE A. -0.25% Z O�W� "Wi-1" - CURVE ARROW Y O LL FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. "W3-3" - SIGNAL AHEAD 3. ALL CATCH CONSTRUCT 16 BOTTOM WIDTH DRIVEWAY W/3' WINGS t -W3 JJ OSED EAT PER C.Q.B. SIU. ST -4. (UNLESS OTHERWISE NOTED) NE FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. W W W m tZ 348 348 344 344 11cme l d d M 344 .STREET IMPROVEMENTS PER TRACT 6757 I LEGEND: LEGEND: (CONT.) LEGEND:(CONT.) - - - - - - - - --- - - PROPOSED SAWCUT LIMIT UNE F.L. ABBREVIATIONS FLOWLINE PA.V.C. POINT ON VERTICAL CURVE i FURNISH &INSTALL TRAFFIC SIGNS PER C O.B. STD. T -t9: rs FURNISH &INSTALL TRAFFIC SIGNAL CONDUIT C.L. CENTERLINE B.V.C. BEGIN VERTICAL CURVE "R1-1" - STOP "W3-1" - STOP AHEAD "R6-1" "S5-2" - END SCHOOL ZONE IR FURNISH & INSTALL IRRIGATION CONDUIT ELEV. B.C.R. ELEVATION E.V.C. END VERTICAL CURVE BEGIN CURB RETURN P.I. PONT OF INTERSECTION - ONE WAY "R5-1" - DO NOT ENTER "S4-2" - WHEN CHILDREN ARE PRESENT » Ic FURNISH & INSTALL INTERCONNECT CONDUIT E.C.R. B.C. END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE BEGIN CURVE PCC POINT OF COMPOUND CURVATURE "R26(CAr = NO PARKING S4-3 - SCHOOL "R3 -5R" - RIGHT TURN ONLY "R2-1" - SPEED LIMIT 20 123 5 rgs FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT E.C. END CURVE TC TOP OF CURB 11T "R4-7" - KEEP RIGHT 'R7-9' - NO PARKING/BIKE LANE TR3=NO. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0.-6 SIZE P.I.V.C., POINT OF INTERSECTION T.P. TOP OF PAVEMENT GROUND "R81(CAT - BIKE LANE AND STORM DRAIN PLANS FOR STORM DRAIN w W N OF VERTICAL CURVE F.C. FINISH CONCRETE Z "W31(CA)" - END W/OM4-3 MARKER N0TE; �j CURVE NUMBER FOR CURVE DESCRIPTION PLANS AND DETAILS. 'W14-1" - DEAD END SIGN NUMBERS ARE FEDERAL CODES �- QQ FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STT). ST -13. M "W14-2" = NO OUTLET UNLESS OTHERWISE INDICATED BY Oj TAPER NUMBER FOR TAPER DESCRIPTION 0 "Wl-7' - DOUBLE ARROW (CA). (CA) INDICATES CALIFORNIA CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL S=- .51% EXISTING SURVEY MONUMENT P 'Wl-6" - SINGLE ARROW CODES. ® ITEM OF WORK - SEE SCHEDULE UNITS STANDARD PLAN RSP A88A CASE A. -0.25% Z O�W� "Wi-1" - CURVE ARROW Y O LL FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. "W3-3" - SIGNAL AHEAD 3. ALL CATCH CONSTRUCT 16 BOTTOM WIDTH DRIVEWAY W/3' WINGS t - - 0 STORM DRAIN - REFER TO SEINER & STORM DRAIN PLANS .. OSED EAT PER C.Q.B. SIU. ST -4. (UNLESS OTHERWISE NOTED) NE FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. tovrn m tZ ® STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS ^ CALTRANS TYPE IV ARROW, LEFT OR RIGHT o- FURNISH &INSTALL STREET LIGHT -580(? LUMEN PER C.O.B. STD. ST -14. > �7 AS APPLICABLE, TO BE PAINTED E- FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. STD. DET. ST -14. CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. CALTRANS TYPE I ARROW W S SEWER - REFER TO SEWER & STORM DRAIN PLANS SECTION DESIGNATION: AS APPLICABLE, TO BE PAINTED W W SEWER MANHOLE - REFER TO SEWER & STORM DRAIN PLANS NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT Z O STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT N 6 O © SEWER CLEANOUT - REFER TO SEWER &STORM DRAIN PLANS A PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. . TRACT BOUNDARY ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. -- --� 2 UNIT BOUNDARY ~ o G THERMOPLASTIC PAINT PER PAINT 12" LIMIT LINE USING ® A.C. PAVEMENT TO BE REMOVED- AND DISPOSED. 11cme l d d M 344 .STREET IMPROVEMENTS PER TRACT 6757 I 10+00,4,4-0 1111+00ui mJJ U)N o+ mcct m + F_� AATE EXISTING 0" H a APPROXI CONSTRUCTION NOTES: NOTES: V lq 11T Z t GROUND W7CENM AND STORM DRAIN PLANS FOR STORM DRAIN w W N v Z g w PLANS AND DETAILS. x �- M = � 0 CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL S=- .51% M P S ---0.25X UNITS STANDARD PLAN RSP A88A CASE A. -0.25% Z O�W� Y O LL CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS t b PRO OSED EAT FLOWL NE PER C.O.B. tovrn m tZ GUTTER LIP TO A DEPTH OF 12". 4. RAISE EXISTING SEWER MANHOLES TO FINISHED GRADE. v > O SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER .Q W O m SECTION DESIGNATION: W W W OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED AT THE SAME Z O rn TV) o r - V) N \ m 0 Q d N O Z o0 0 InU CE O�Z LL Q J Ld 00 _ _ ui O p N af } m W „ o Y � Y mQ Q W W � U 1 U � Q 0 V Z W F a 0 348 Q . 344 STREET IMPROVEMENTS PER TRACT 6757 `= N :33 V.. \•,t� t o 10+00,4,4-0 1111+00ui mJJ U)N J fn F_� H CONSTRUCTION NOTES: NOTES: V lq 11T Z t CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD -ST -1 1. SEE ' SEWER AND STORM DRAIN PLANS FOR STORM DRAIN / v Z g w PLANS AND DETAILS. x �- M = � 0 CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL U U U M P m UNITS STANDARD PLAN RSP A88A CASE A. COMPACTED Z O�W� Y O LL CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS Lil b :D O COMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND PER C.O.B. STD. S-12, UNLESS NOTED OTHERWISE. m tZ GUTTER LIP TO A DEPTH OF 12". 4. RAISE EXISTING SEWER MANHOLES TO FINISHED GRADE. v > O SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER .Q W O m SECTION DESIGNATION: OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED AT THE SAME Z O J N 6 O TIME. REMOVE .AND SALVAGE SIGN WITH CONSTRUCTION. OF ADJACENT �NGJ A J UNIT.-- -- --� 2 ~ o G THERMOPLASTIC PAINT PER PAINT 12" LIMIT LINE USING IS SHO , ;•.fir. '� �' ; m m � Z - 9 O CALTRANS STANDARD SPECIFICATION 8010-21C-19. a,,oY r� r ;'`�; ' �� ��, - F OS CONSTRUCT 5.5'. COMBINATION. SIDEWALK. PER C.O.B. STD ST -3 _ t ,E° :=='. = U U Z RELOCATE EXISTING POLES BEHIND THE CURB, GUTTER & SIDEWALK ! ' t t LJL� 9I AS _DIRECTED- BY THE . ENGINEER. �'� 6- 0 � z LJ CL w d , J in o cn �P td "to'��� w _ CALTRANS STANDARD SPECIFICATION 8010-21C-19. .. -�,� QG �'� � co INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN I co 12 A73C WITH W-31(CA) SIGN WITH OM4-3 MARKER. BARRICADE uN t'C W IT 1 6wL'i to . r IS TO GO FROM FLOWLINE TO FLOWLINE. CONSTRUCT TYPE M MEDIAN CURB WITH 10 REVEAL T; ra. «'fir F 9, ,` Y. 13 O PER C.O.B. STD. ST -2 (REVISED 6-2-99). O O Q w 0 (V N C,4 Ln 00 0 0 0 348 Q . 344 STREET IMPROVEMENTS PER TRACT 6757 `= N :33 V.. \•,t� t o 10+00,4,4-0 1111+00ui CONSTRUCTION NOTES: NOTES: V lq 11T t CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD -ST -1 1. SEE ' SEWER AND STORM DRAIN PLANS FOR STORM DRAIN / v Z PLANS AND DETAILS. x �- CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 2 LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER � 0 CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL 0.40' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE v P m UNITS STANDARD PLAN RSP A88A CASE A. COMPACTED TO 95% RELATIVE .DENSITY PER C_O.B. STD. ST -9._ . LL CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS b :D O COMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND PER C.O.B. STD. S-12, UNLESS NOTED OTHERWISE. m tZ GUTTER LIP TO A DEPTH OF 12". 4. RAISE EXISTING SEWER MANHOLES TO FINISHED GRADE. v > O SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER .Q INSTALL W-31 (CA) SIGN WITH OM4-3 MARKER AT UNIT BOUNDARY SECTION DESIGNATION: OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED AT THE SAME SE0001 LETU J N 6 O TIME. REMOVE .AND SALVAGE SIGN WITH CONSTRUCTION. OF ADJACENT A J UNIT.-- -- --� 2 ~ o G THERMOPLASTIC PAINT PER PAINT 12" LIMIT LINE USING IS SHO , ;•.fir. '� �' ; � f✓;�` � Z - 9 O CALTRANS STANDARD SPECIFICATION 8010-21C-19. a,,oY r� r ;'`�; ' �� ��, - F OS CONSTRUCT 5.5'. COMBINATION. SIDEWALK. PER C.O.B. STD ST -3 _ t ,E° :=='. = r a RELOCATE EXISTING POLES BEHIND THE CURB, GUTTER & SIDEWALK ! ' t t 9I AS _DIRECTED- BY THE . ENGINEER. �'� 6- 0 � z 10 REMOVE AND DISPOSE OF EXISTING A.C. PAVEMENT. 11 PAINT DETAIL 22 (DOUBLE -YELLOW) STRIPING USING PAINT PERn_a�� �P td "to'��� w _ CALTRANS STANDARD SPECIFICATION 8010-21C-19. .. -�,� QG �'� � co INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN I co 12 A73C WITH W-31(CA) SIGN WITH OM4-3 MARKER. BARRICADE uN t'C W IT 1 6wL'i to . r IS TO GO FROM FLOWLINE TO FLOWLINE. CONSTRUCT TYPE M MEDIAN CURB WITH 10 REVEAL T; ra. «'fir F 9, ,` Y. 13 O PER C.O.B. STD. ST -2 (REVISED 6-2-99). 0/ UN�T I ................... CAPE COD ►► ►► AVENUE SEE SHEET 3 o a O 1 O I 634N4 ( ! � } ' o u �I I U I 20 20' I o0 0 0 00 TR. 6757 30' 30' o o Z 0 0 N ++ 9 m�++ I 2 Q �U,UMT I p U F� Q p QQ Z F -F- 1 _Z \ W!n N 1 H W v� cn I Q R/W_ J 1 I I I o I I 3 1 30" DRAIN o "' +5 - t t +00IN _I - _ r� EET IMPROVEMENTS 1 N00'5T13"E 140.00' PER TRACT 6757 3 O 11 - M (L INTERSECTION � - - 1 � STA. 10+00.00 C.L., CALYPSO WY.= I � 2 n4- __ STA. 24+93.18 C.L. CAPE COD AVE. ( cn ��' R/W 2 ►► } 2 4 " a v REMOVE AND SALVAGE i I `� IN o Q O o EXISTING "END SIGN (4� O 1 I I N 11 �' N an d I I CID co z o000 ~ ! ul + _ m ---++ m I CAPE COD = AVENUE d a Qz SEE SHEET 3 u.i n n W V) E CALYPSO, WAY 352 344 > 352 (--- W CJ m 348 344 (STA. 10+00.00 TO 11+40.00) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL CD R1 M 90'00'00" FLOWUNE P.O.V.C. POINT ON VERTICAL CURVE CENTERLINE B.V.C. BEGIN VERTICAL CURVE M > J j W J W W -1 W� F- J j 1'"1 Q O O O O Z O UN GROD CEN UNE A •R�jR"_ KEEP RIGHTN "R7-9" - NO PARKING/BIKE LANE + END CURVE TC TOP OF CURB �< U -_w n rw n POINT OF INTERSECTION T.P. TOP OF PAVEMENT \ "W31(CA)" - END W/OM4-3 MARKER NOTE li OF VERTICAL CURVE F.C. FINISH CONCRETE I U- \ FURNISH &INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. to °O M ROUN 0 c' W (n 11+00 n ui M > J W J Q 0 o z 0 m� + U U Q p Q IY W n 1 352 348 344 EET IMPROVEMENTS )ER TRACT 6757 UN�T 2 N CAPE COD ,►� ►► AVENUE J SEE SHEET 2 0 0 Co 20' 20' N . _ _ _ _ O N 2 4 I 1130' 1 30 u- uj u-�W.J-4 �i��i..II I 00 4C=7U Z U 3 - I 00 p c0 c0 O p to I O C> C> m TR.- 6757o I II N O O m++ U + UNIT - - - - U) ►- v = Q ,- 1�j QQ 4 Q p aQ f5.e I \ Wnn 1 iYW�� �In R/w _ _ 23 + 3 8' SEWER I o ZD r� INTERSECTION I Nom, S t t+o0 N I s - EET IMPROVEMENTS STA. 10+00.00 C.L. COASTAL LN.- o - - D ---. PER TRACT 6757 STA. 18+82.55 C.L, CAPE COD AVE. I� 3 24" DRAIN N o 5 2 2 R/W 1 2 REMOVE AND SALVAGE I o EXISTING "END" SIGN 0 oa d o I �$' N !! p " � 11111 001, d I Q c�a N C!C!ZC5 ci ai 00 I I , dd0'. -_�-m w ++� t 2 ► CAPE COD Q p QQ SEce 12 E SHEET 2 W N N tr W (nig n CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA ABBREVIATIONS R1 20.00' 90'00'00" FLOWUNE P.O.V.C. POINT ON VERTICAL CURVE CENTERLINE B.V.C. BEGIN VERTICAL CURVE i 31.86' 115'46'00" PEW > J 99.95' 134'24'55" j 1'"1 > 14.29 44'2455" COASTAL LANE 352 34 1C (STA. 10+00.00 TO 11+40.00) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 352 352 348 l 344 344 2EET IMPROVEMENTS PER TRACT 6757 LEGEND:LEGEND: (CONT C d ABBREVIATIONS R1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: M FLOWUNE P.O.V.C. POINT ON VERTICAL CURVE CENTERLINE B.V.C. BEGIN VERTICAL CURVE i � M ELEV. ELEVATION E.V.C. END VERTICAL CURVE POINT OF INTERSECTION > J - ONE WAY "R5-1" - DO NOT ENTER "S4-2" - WHEN CHILDREN ARE PRESENT B.C.R. E.C.R. j 1'"1 > "R26(CA)" - NO PARKING "54-3" - SCHOOL _ "R2-1" -SPEED LIMIT 20 ONLY B.C. BEGIN CURVE PCC POINT OF COMPOUND CURVATURE o p •R�jR"_ KEEP RIGHTN "R7-9" - NO PARKING/BIKE LANE E.C. END CURVE TC TOP OF CURB 4 "R4-7* " - BIKE LANE P.I.V.C. POINT OF INTERSECTION T.P. TOP OF PAVEMENT mw+ "W31(CA)" - END W/OM4-3 MARKER NOTE li OF VERTICAL CURVE F.C. FINISH CONCRETE I U- QQ FURNISH &INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. O "W14-2" - NO OUTLET UNLESS OTHERWISE INDICATED BY "WI -7" - DOUBLE ARROW (CA). (CA) INDICATES CALIFORNIA - C> O J "WI -6" - SINGLE ARROW CODES. Q EXISTING SURVEY MONUMENT pU O -}- FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN WITH W-31(CA) SIGN WITH OM4-3 MARKER. BARRICADE "W3-3" -SIGNAL AHEAD a m In W - - o STORM DRAIN -REFER TO SEWER &STORM DRAIN PLANS O & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. I I INTERSECTION 1 + O 0 STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS -o- mm + co¢ -- SECTION DESIGNATION: S=- CATCH BASIN -REFER TO SEWER & STORM DRAIN PLANS. APPROXI ATE EXI TING 1- -0 m -0.26% m SEWER - REFER TO SEWER & STORM DRAIN PLANS U W v) ® SEWER MANHOLE - REFER TO SEWER & STORM DRAIN PLANS. Qp W Q n SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. Z CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS TRACT BOUNDARY PROP SED EAS FLOWLI E UNIT BOUNDARY CID CID Q S=- .51% I co 00 S=-0.26 o P� 4 S -0.26% W NN' w w w HATCHMUE 7 AVENUE 00a c a PROP SED WES FLOWU E N cd co co N E w w w m m d O O W W W U +00Q a a 11+00 d' m CW.D 352 352 348 l 344 344 2EET IMPROVEMENTS PER TRACT 6757 ,n 152 f48 STREET IMPROVEMENTS PER TRACT 6757 34x4 LEGEND:LEGEND: (CONT C d ABBREVIATIONS R1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: F.L. C.L. FLOWUNE P.O.V.C. POINT ON VERTICAL CURVE CENTERLINE B.V.C. BEGIN VERTICAL CURVE i "Rt -1" - STOP "W3-1" - STOP AHEAD "R6-1" "S5-2" - END SCHOOL ZONE ELEV. ELEVATION E.V.C. END VERTICAL CURVE POINT OF INTERSECTION W - ONE WAY "R5-1" - DO NOT ENTER "S4-2" - WHEN CHILDREN ARE PRESENT B.C.R. E.C.R. BEGIN CURB RETURN P.I. END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE > "R26(CA)" - NO PARKING "54-3" - SCHOOL _ "R2-1" -SPEED LIMIT 20 ONLY B.C. BEGIN CURVE PCC POINT OF COMPOUND CURVATURE o p •R�jR"_ KEEP RIGHTN "R7-9" - NO PARKING/BIKE LANE E.C. END CURVE TC TOP OF CURB 4 "R4-7* " - BIKE LANE P.I.V.C. POINT OF INTERSECTION T.P. TOP OF PAVEMENT mw+ "W31(CA)" - END W/OM4-3 MARKER NOTE 1 OF VERTICAL CURVE F.C. FINISH CONCRETE I "W14-1" - DEAD END SIGN NUMBERS ARE FEDERAL CODES QQ FURNISH &INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. 011% "W14-2" - NO OUTLET UNLESS OTHERWISE INDICATED BY "WI -7" - DOUBLE ARROW (CA). (CA) INDICATES CALIFORNIA - FURNISH & INSTALL INTERCONNECT CONDUIT U M "WI -6" - SINGLE ARROW CODES. Q EXISTING SURVEY MONUMENT rR3 T$5 "WI -1" - CURVE ARROW -}- FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN WITH W-31(CA) SIGN WITH OM4-3 MARKER. BARRICADE "W3-3" -SIGNAL AHEAD a m In W - - o STORM DRAIN -REFER TO SEWER &STORM DRAIN PLANS +FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. N I INTERSECTION 1 I 0 STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS -o- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. 1 3 co¢ -- SECTION DESIGNATION: S=- CATCH BASIN -REFER TO SEWER & STORM DRAIN PLANS. -� FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. STD. DET. ST -14. a SE LETTER -0 m -0.26% S SEWER - REFER TO SEWER & STORM DRAIN PLANS yQ 7 u \ ® SEWER MANHOLE - REFER TO SEWER & STORM DRAIN PLANS. UNIT. 0 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. Z CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS TRACT BOUNDARY PROP SED EAS FLOWLI E UNIT BOUNDARY ,n 152 f48 STREET IMPROVEMENTS PER TRACT 6757 34x4 152 348 STREET IMPROVEMENTS PER TRACT 6757 344 STA. 9+64.00, C.L= STA. 9+34.23, F.L. LT. STA. 9+34.23, F.L. RT I 352 348 241.. WATER WELL SITE I K;1 - MM 00 v nn ►► v N C d � 0 0 M M 0 N > W W j W J CnJ w W SEE SHEET 5 a) > o a� o �9 o p O W ► CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 4 + �m FURNISH &INSTALL TRAFFIC SIGNAL CONDUIT mw+ o 1 1 I FURNISH &INSTALL IRRIGATION CONDUIT nn PPROXI ATE EXISTING 011% t- v Q - FURNISH & INSTALL INTERCONNECT CONDUIT U M 104 U (n rR3 T$5 IN ft QO <W I0 INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN WITH W-31(CA) SIGN WITH OM4-3 MARKER. BARRICADE PER C.O.B. STD. S-12, UNLESS NOTED OTHERWISE. a m In W I- - - 4. RAISE EXISTING SEWER MANHOLES TO FINISHED GRADE. N I INTERSECTION 1 I STA. 12+83.08 C.L. SURFSIDE ST.= - _ s - STA. 13+37.17 C.L. HATCHVILLE AVE. 1 3 co¢ -- SECTION DESIGNATION: S=- 15% 0 S=-0.26 a SE LETTER -0 m -0.26% TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION yQ 7 u \ d W UNIT. I C) Z CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS uj PROP SED EAS FLOWLI E ' CID CID Q JJI v 4: i 00 ao I co 00 20' 20' LdJw P� 4 30' 30' W NN' w w w HATCHMUE 7 AVENUE 00a c a 11+00 a�� 152 348 STREET IMPROVEMENTS PER TRACT 6757 344 STA. 9+64.00, C.L= STA. 9+34.23, F.L. LT. STA. 9+34.23, F.L. RT I 352 348 241.. WATER WELL SITE I K;1 - MM 00 v nn ►► J N C y 3 W 0 0 3 ? . F �_ ..s 0 N HATCHVILLE J CnJ AVENUE CONSTRUCTION NOTES:. SEE SHEET 5 a) 00 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 � - - - - - - - - - PROPOSED SAWCUT LIMIT UNE O CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 4 PLANS AND DETAILS. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER �m FURNISH &INSTALL TRAFFIC SIGNAL CONDUIT I CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL 1 1 I FURNISH &INSTALL IRRIGATION CONDUIT nn UNITS STANDARD PLAN RSP A88A CASE A. 011% COMPACTED TO 95% RELATIVE DENSITY W FURNISH & INSTALL INTERCONNECT CONDUIT 11 O 104 3. 634P rR3 T$5 I �4 I0 INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN WITH W-31(CA) SIGN WITH OM4-3 MARKER. BARRICADE PER C.O.B. STD. S-12, UNLESS NOTED OTHERWISE. a m In TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=No. 6 SIZE I- p 4. RAISE EXISTING SEWER MANHOLES TO FINISHED GRADE. 200 I INTERSECTION 1 I STA. 12+83.08 C.L. SURFSIDE ST.= - _ s - STA. 13+37.17 C.L. HATCHVILLE AVE. 1 3 co¢ -- SECTION DESIGNATION: o TAPER NUMBER FOR TAPER DESCRIPTION 0 OF TRACT IF ADJACENT UNIT OE OFSAME ADJACENT SE LETTER -0 m TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION yQ 7 u \ d W UNIT. I C) Z CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS uj I 0 N 0 uj PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) O CALTRANS STANDARD SPECIFICATION 8010-21C-19. Q JJI v 4: i 00 ao I co 00 20' 20' P� 4 30' 30' W NN' ► HATCHMUE 7 AVENUE SEE SHEET 5 m N (n SURFSIDE STREET (STA. 10+00.00 TO 12+83.08) 352 344 J 9 O RELOCATE EXISTING POLES BEHIND THE CURB, GUTTER &SIDEWALK '�,: t; ' too. y 3 W 3 ? . F �_ ..s m J CnJ CONSTRUCTION NOTES:. LEGENDCONT.; a) O CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN - - - - - - - - - PROPOSED SAWCUT LIMIT UNE O CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 2. PLANS AND DETAILS. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER �m FURNISH &INSTALL TRAFFIC SIGNAL CONDUIT C� Ir AI CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL 0.40' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE PER C.0.6. STD. ST -9. iR FURNISH &INSTALL IRRIGATION CONDUIT O UNITS STANDARD PLAN RSP A88A CASE A. 011% COMPACTED TO 95% RELATIVE DENSITY is FURNISH & INSTALL INTERCONNECT CONDUIT 11 O CONSTRUCT 12 WIDE CROSS GUTTER PER C.O.B. STD. ST -17. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5 OPENINGS rR3 T$5 Tis FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT �4 COMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN WITH W-31(CA) SIGN WITH OM4-3 MARKER. BARRICADE PER C.O.B. STD. S-12, UNLESS NOTED OTHERWISE. ra TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=No. 6 SIZE I- GUTTER LIP TO A DEPTH OF 12". 4. RAISE EXISTING SEWER MANHOLES TO FINISHED GRADE. � � O5 SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER A.C. PAVEMENT TO BE REMOVED U1�Uuj O CURVE NUMBER FOR CURVE DESCRIPTION INSTALL W-31 (CA) SIGN WITH OM4-3 MARKER AT UNIT V SECTION DESIGNATION: 1 O TAPER NUMBER FOR TAPER DESCRIPTION 0 OF TRACT IF ADJACENT UNIT OE OFSAME ADJACENT SE LETTER tom- TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION yQ 7 C- W UNIT. CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER SHEET WHERE SECTION I ` , . � •_~ N"N" PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) O CALTRANS STANDARD SPECIFICATION 8010-21C-19. Q i U U O CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST -34, P� 4 W m N Lj N � � m m d O O � U U Z d' m CW.D ii ii J do m N to cn > > w iY it 0 0 0 W M O d Q N N N oo� AS APPLICABLE, TO BE PAINTED CALTRANS TYPE 1 ARROW 9 O RELOCATE EXISTING POLES BEHIND THE CURB, GUTTER &SIDEWALK '�,: t; ' too. y 3 W 3 ? . F �_ ..s V� CONSTRUCTION NOTES:. LEGENDCONT.; a) O CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN - - - - - - - - - PROPOSED SAWCUT LIMIT UNE O CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 2. PLANS AND DETAILS. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER rs FURNISH &INSTALL TRAFFIC SIGNAL CONDUIT C� Ir AI CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL 0.40' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE PER C.0.6. STD. ST -9. iR FURNISH &INSTALL IRRIGATION CONDUIT O UNITS STANDARD PLAN RSP A88A CASE A. 011% COMPACTED TO 95% RELATIVE DENSITY is FURNISH & INSTALL INTERCONNECT CONDUIT 11 O CONSTRUCT 12 WIDE CROSS GUTTER PER C.O.B. STD. ST -17. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5 OPENINGS rR3 T$5 Tis FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT �4 COMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN WITH W-31(CA) SIGN WITH OM4-3 MARKER. BARRICADE PER C.O.B. STD. S-12, UNLESS NOTED OTHERWISE. ra TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=No. 6 SIZE I- GUTTER LIP TO A DEPTH OF 12". 4. RAISE EXISTING SEWER MANHOLES TO FINISHED GRADE. � � O5 SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER A.C. PAVEMENT TO BE REMOVED O CURVE NUMBER FOR CURVE DESCRIPTION INSTALL W-31 (CA) SIGN WITH OM4-3 MARKER AT UNIT V SECTION DESIGNATION: 1 O TAPER NUMBER FOR TAPER DESCRIPTION 6 O OF TRACT IF ADJACENT UNIT OE OFSAME ADJACENT SE LETTER tom- TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION yQ 7 ® ITEM OF WORK - SEE SCHEDULE UNIT. CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER SHEET WHERE SECTION I ` , . � •_~ N"N" PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) O CALTRANS STANDARD SPECIFICATION 8010-21C-19. Q S/0,U� CALTRANS TYPE IV ARROW, LEFT OR RIGHT4 O CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST -34, P� 4 AS APPLICABLE, TO BE PAINTED CALTRANS TYPE 1 ARROW 9 O RELOCATE EXISTING POLES BEHIND THE CURB, GUTTER &SIDEWALK '�,: t; ' too. y 3 W 3 ? . F �_ ..s loc AS APPLICABLE, TO BE PAINTED AS DIRECTED BY THE ENGINEER. a) W ui 10 O 4c cc C� Ir AI Iii z PAINT DETAIL 22 (DOUBLE -YELLOW) STRIPING USING PAINT PER OFCA O 011% 1 11 O CALTRANS STANDARD SPECIFICATION 8010-21C-19. W Z W z J i 12 INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN WITH W-31(CA) SIGN WITH OM4-3 MARKER. BARRICADE M ra I- UJI� a v � � ® A.C. PAVEMENT TO BE REMOVED gooP_ V F- PER C.O.B. STD. ST -2 (REVISED 6-2-99). tom- yQ 7 CL Q V AS APPLICABLE, TO BE PAINTED CALTRANS TYPE 1 ARROW 9 O RELOCATE EXISTING POLES BEHIND THE CURB, GUTTER &SIDEWALK '�,: t; ' too. y 3 3 ? . F �_ ..s AS APPLICABLE, TO BE PAINTED AS DIRECTED BY THE ENGINEER. 10 O REMOVE AND DISPOSE OF EXISTING A.C. PAVEMENT. x C� Ir AI NOTE SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT` &PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PAINT DETAIL 22 (DOUBLE -YELLOW) STRIPING USING PAINT PER OFCA STRIPING PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. 11 O CALTRANS STANDARD SPECIFICATION 8010-21C-19. W ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. 12 INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN WITH W-31(CA) SIGN WITH OM4-3 MARKER. BARRICADE hN1'� N AND DISPOSED. A73C IS TO GO FROM FLOWLINE TO FLOWLINE. SIN IT 2 oN�� � � ��� �"��'�� ��� ® A.C. PAVEMENT TO BE REMOVED CONSTRUCT TYPE "M' MEDIAN CURB WITH 10" REVEAL 13 PER C.O.B. STD. ST -2 (REVISED 6-2-99). VSETT -PLACE 0.00 TO 11+73.38) 1" = 50' HORIZONTAL 1" = 5' VERTICAL LEGEND: ABBREVIATIONS F.L. FLOWLINE P.O.V.C. POINT ON VERTICAL- CURVE- C.L. CENTERLINE B.V.C. BEGIN VERTICAL CURVE ELEV. ELEVATION E.V.C. END VERTICAL CURVE B.C.R.- BEGIN CURB RETURN P.I. POINT OF INTERSECTION E.C.R. END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE B.C. BEGIN CURVE PCC POINT OF COMPOUND CURVATURE E.C. ENO CURVE TC TOP OF CURB - P.I.V.C. POINT OF INTERSECTION T.P. TOP OF PAVEMENT OF VERTICAL CURVE F.C. FINISH CONCRETE QQ FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. @ EXISTING SURVEY MONUMENT FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. + FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. -o- FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. STD_ ST -14. EE) FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. STD. DET. ST -14. , { UN�T 3, ►► LENGTH - t - J O I JIA. rinlrlr►n„r e►vc. P.I. HATHAWAY O N F 2 6" SEWER s b 3 Imo,_ o Tj- - -7 STA. 9+58.00,C.L.= ` 31.42' 2 90lOO`OO" ' 4 4( 31.58' STA. 9+27.76, F.L. L \� 5 ir 31.25' 19.84' 8931'35" n STA. 9+27.76, F.L. R . 1 -- 0 . N 0 CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. S 00 N a ® SEWER MANHOLE - REFER TO SEWER & STORM DRAIN PLANS. f ►► R/W I 3 21 m N d' cc Q I` i Nin U D O ``- Ily `` L`' 6 4P5 u a .J -1 I►�- N N N �j r L- M li I N ..J )-- M `D ^ N) cn -I 3 N rn -_ - - Q Iri 1 V li �3t > -� 4I y Co U�1 V) I� to 3 04 .i Li dd � 10 t0 t0 M 061 r N 00 O+f I Nn 60i LS Q d� N �� O s, MM 1 I � 0 Q `� STA. 10+00.00 app pp N.. +�-� +I 1 HATHAWAY 2 2 iJ STA. 23+49.34 C.L. HATHAWAY AVE. _o _o ci� 41 2 � Q Q VENUE ►► ~ m `'' V) u' m N N SEE SHEET 4 u ►-= VSETT -PLACE 0.00 TO 11+73.38) 1" = 50' HORIZONTAL 1" = 5' VERTICAL LEGEND: ABBREVIATIONS F.L. FLOWLINE P.O.V.C. POINT ON VERTICAL- CURVE- C.L. CENTERLINE B.V.C. BEGIN VERTICAL CURVE ELEV. ELEVATION E.V.C. END VERTICAL CURVE B.C.R.- BEGIN CURB RETURN P.I. POINT OF INTERSECTION E.C.R. END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE B.C. BEGIN CURVE PCC POINT OF COMPOUND CURVATURE E.C. ENO CURVE TC TOP OF CURB - P.I.V.C. POINT OF INTERSECTION T.P. TOP OF PAVEMENT OF VERTICAL CURVE F.C. FINISH CONCRETE QQ FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. @ EXISTING SURVEY MONUMENT FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. + FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. -o- FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. STD_ ST -14. EE) FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. STD. DET. ST -14. CURVE TABLE CURVE UN�T 3, ►► LENGTH ` DELTA J O 42.00' 101.02' HATHAWAY O N F 2 1 AVENUE SEE SHEET yR Imo,_ o 47'48'22" 3 20.00' 31.42' 1 90lOO`OO" 4 MM -Q- N 31.58' 20.17' 90'28'25" 5 ir 31.25' 19.84' 8931'35" n D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS -- 0 . N 0 CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. S 00 N a ® SEWER MANHOLE - REFER TO SEWER & STORM DRAIN PLANS. f © SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. ® CU m N d' cc In 00tW i Nin U D o 4 6 4P5 u a 32 1 r z Q i C== z D ' 33 1 3 18" D q INTERSECTION 1 � - _ STA. 10+00.00 C.L., PILGRIM HEIGHTS DR.= iJ STA. 23+49.34 C.L. HATHAWAY AVE. 5 ►► ~ m 1 � z u ►-= � r o a 1 U) o c, c; p N 1J. IL I vM Iz 1 �IiN v vU-C NN1 %) 1 20' - 20' ¢ r` �: m d CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 1 42.00' 101.02' 108.86' 13748'22" 2 25.00' 20.86' 11.08' 47'48'22" 3 20.00' 31.42' 20.00' 90lOO`OO" 4 20.00' 31.58' 20.17' 90'28'25" 5 20.00' 31.25' 19.84' 8931'35" REV/SfoIJ V �G APPRcNeD bY: I2o(:�6R A . MC /N705►-► R.C.6, 33322 ♦ -sP 0615011(o R6V/slow MA h'LiJ 5 / R•�. 32I7P, Exp LEGEND: (C0 CID � J R1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: 0 �- "R1-1" - STOP 'W3-1" - STOP AHEAD Ts "R6-1" - ONE WAY "S5-2" - END SCHOOL ZONE FURNISH & INSTALL IRRIGATION CONDUIT "R5-1" - DO NOT ENTER 'S4-2" - WHEN CHILDREN ARE PRESENT uk m Z ¢ uj "R26(CA)" - NO PARKING "S4-3" - SCHOOL Ic "R3 -5R" - RIGHT TURN ONLY "R2-1' - SPEED LIMIT 20 FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT "R4-7" - KEEP RIGHT "R7-9" - NO PARKING/BIKE LANE TR3=NO. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE "R81(CA)" - BIKE LANE CURVE NUMBER FOR CURVE -DESCRIPTION 'W31(CA)" - END W/OM4-3 MARKER NOTE: NUMBER FOR TAPER DESCRIPTION "W14-1" - DEAD END- SIGN NUMBERS ARE FEDERAL CODES ITEM OF WORK - SEE SCHEDULE 'W14-2" - NO OUTLET UNLESS OTHERWISE INDICATED BY CONSTRUCT. 18' BOTTOM, WIDTH DRIVEWAY.W/3' WINGS 'Wi-7" - DOUBLE ARROW (CA). (CA) INDICATES CALIFORNIA PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) "Wt -6" - SINGLE ARROW CODES. CALTRANS TYPE IV ARROW, LEFT OR RIGHT TO BE PAINTED "Wt -1" - CURVE ARROW AS APPLICABLE, 'W3-3" - SIGNAL AHEAD D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS -- 0 . STORM DRAIN MANHOLE - REFER TO SEWER.& STORM DRAIN PLANS Q N CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. S SEWER - REFER TO SEWER & STORM DRAIN PLANS ® SEWER MANHOLE - REFER TO SEWER & STORM DRAIN PLANS. f © SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. TRACT BOUNDARY UNIT BOUNDARY ,57 ' & C>ATJV PILGRIM HEIGHTS DRIVE LEGEND: (CONT.; CID � J - - - - - - - - - - - - PROPOSED SAWCUT LIMIT LINE 0 �- FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT Ts cc FURNISH & INSTALL IRRIGATION CONDUIT ►R uk m Z ¢ uj FURNISH & INSTALL INTERCONNECT CONDUIT Ic TIa3 TR5 FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT TR3=NO. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE (�} CURVE NUMBER FOR CURVE -DESCRIPTION OTAPER NUMBER FOR TAPER DESCRIPTION ® ITEM OF WORK - SEE SCHEDULE 2 CONSTRUCT. 18' BOTTOM, WIDTH DRIVEWAY.W/3' WINGS cc PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) CALTRANS TYPE IV ARROW, LEFT OR RIGHT TO BE PAINTED i AS APPLICABLE, CALTRANS TYPE I ARROW ryUl� AS APPLICABLE, TO BE PAINTED NOTE: Q N SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. 0 ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. ® A.C. PAVEMENT TO BE REMOVED AND DISPOSED. (STA. 10+00.00 TO 15+60.02) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL CAPE COD AVENUE SEE -SHEET 2 w altit 111 CAPE COD AVENUE SEE SHEET 2 IMF -00-4w �-�m 1 DIi1. 40-rol.7J V.L., %,ArC %,VV rtvL-. 1.0 I r m 04-28-1* CONSTRUCTION NOTES:. N S (art �'�' 3 OWI. Q CONSTRUCT TYPE "B" CURB & GUTTER PER C•0•0. STD 3 -1 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN (DCONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 PLANS AND DETAILS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER OCONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL 0.40' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE UNITS STANDARD PLAN RSP A88A CASE A. COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS Q COMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND PER C.O.B. STD. S-12 UNLESS NOTED OTHERWISE. ' GUTTER LIP TO A DEPTH OF 12". 5 SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER 4. RAISE EXISTING SEWER MANHOLES TO FINISHED GRADE. INSTALL W-31 (CA) SIGN WITH OM4-3 MARKER AT UNIT BOUNDARY SECTION DESIGNATION: ©OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED AT THE SAME SECS LETTER TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT A UNIT. �__ __ PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER' 2 Is sllo CALTRANS STANDARD SPECIFICATION 8010-21C-19. O8 CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 O9 RELOCATE EXISTING POLES BEHIND THE CURB, GUTTER & SIDEWALK' sss AS DIRECTED BY THE ENGINEER. ° 6-3� i 10 REMOVE AND DISPOSE OF EXISTING A.C. PAVEMENT. O11 PAINT DETAIL 22 (DOUBLE -YELLOW) STRIPING USING PAINT PER 0;;F CA CALTRANS STANDARD SPECIFICATION 8010-21 C-19. Jv IV INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN 12 A73C WITH W-31(CA) SIGN WITH OM4-3 MARKER. BARRICADE t1T t 0#41L IS TO GO FROM FLOWLINE TO FLOWLINE. L`�lT 2 aNLY 1, CONSTRUCT TYPE M MEDIAN CURB WITH 10 REVEAL I ` .0 V , f t 13 PER C.O.B. STD. ST -2 (REVISED 6-2-99). rn 5 Q 0 0 � z ti I Q J LW�IUM 00 0 n W (o ov`i� (N w 'I Y I Q m Ell N 0 0 N \ 0 d N 0 0 6 z to m O o d' Q } S: m 3 U o v w r O mJ CID � J J LLI 0 �- cc Q uk m Z ¢ uj co UA � C3 CD z W o 2 cc F � i o Z ~ Q N 0 cc cc In Z i �� ME zYoU U � iJ 5; > w �Zo m j� CO � O 0 U Z � W C� CD Q N N_ N_ > W > W W w 0 0 O N N co O \A -v 7 CID � J LLI 0 �- cc Q uk m Z ¢ uj co UA � C3 CD z W o 2 cc \A -v 7 CID � J 0 �- xF- od uk m Z ¢ uj UA � C3 1 10 CL F � i o Z ~ Q N 0 cc cc Z i UN�T 3 UN�T 2 N -- HATHAWAY No11 „ N AVENUE � PROVINCEI'OWN SEE SHEET 4 -' J o N� of O AVENUE 20' 20' oo- 00 �' -� M _j �_ -- -- N--- SEE SHEET 6 32 O O .. M �'.�- - ,-li . [L' 0' 30 0o z -�-'jw I -�� J ��+1 Z N W L.a.. li i t W I 00 N .5-4 c> r U U U> O 42 Qa ��� �� JW 22wc'z� M I a0 rn w tntn P ',OOaN O ±± + 51 NN i I N m 63401 o E 101 4P1 c -I+ vi vi z o R W Z V) 01 c C6 U)cn 33 -- W cn (n 2 m In (n 1 i I I I � to F 1 I I 3 18" DRAIN1 _ - _ 0 36" DRAIN 1 s 0 N "' 0 3 I INTERSECTION En tt+00NO0'57'13"E 280.OQ' +00 . STA. 12+80.00 C.L, MIKASA LN.= 3 18" DRAIN 1 0 STA. 17+30.23 C.L, PROVINCETOWN AVE fL INTERSECTION � 0 3 3 4 STA. 10+00.00 C.L., MIKASA LN.= 1 STA. 17+25.20 C.L.,- HATHAWAY AVE. I I R/W I 1 1 ° 1 u r 2 n I ii O m CU - 1 37 o o, mo( 0 1 -- !!{ O O M O O O I t I O O N J N O O O oz o MW 2 3 m_ �_ ��/�{J N LY I N Z JLa:>W JJd �" + 5 V - j-1 I iO .. O JJ Z U J OW + Z W C3 �dw-! r ) o Q v " Im R a r_� La. a go oo IN 1 35- c cn 'D I oo m �d LaJW Z �� oo 20' 20' t 34 HATHAWAY ++ Q W m= N N AVENUESEE 4 a� �Zo z �� U <� PRAVENUECOWN w m N N N N SEE SHEET 6 MIKASA LANE (STA. 10+00.00 TO 12+80.00) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 10+00.0 a a 11+00 N N LENGTH BEARING '^ o M 1 20.00' 31.42' W M N M1 W o' ui 100.07' J Z _jjW M ^O t7 > JEn La J J W W 14.04' Ju LL: W N M IW 27.66' W 45"16'27" M UH L>ai W ODIW Ia-OW m LLL. to J M M 07'26'36" ZLL:La_ M W W -j >-[U- � 1 27.35' li 00 > - > FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. O Z W W J �I O W J W EXISTING SURVEY MONUMENT O Q^ O m W -Z O .�Ja :31 IJ 1 li + _ + `` N m A PROXIMA EXISTING rr 'E FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. d 348 - o a o W_ a ^zF� GROUND 0 ENTERLI FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. DET. ST -14. W 348 d U d Ix a :D V) SEWER - REFER TO SEWER & STORM DRAIN PLANS _ -- - �; 1 - C6 W�� Z M 0i + ml �- (�zo - - TRACT BOUNDARY 41 UNIT BOUNDARY V) -LaJ la .m. 10+00.0 a a 11+00 344 M 11+00 aaa WEST I 1 .0 12+00 S 344 LINE TABLE N N LENGTH BEARING n o N0629'22'W 1 20.00' 31.42' W M N M W o' M j 100.07' J Z _jjW 42.00" 98.49' W > JEn O Z J J W W 14.04' Ju LL: W 5 35.00' 27.66' 348 45"16'27" W UH U Ia-OW m LLL. to NZ -m 344 M 11+00 aaa WEST I 1 .0 12+00 S 344 LINE TABLE LINE LENGTH BEARING L1 46.69' N0629'22'W CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 1 20.00' 31.42' 20.00' 90'00'00" 2 42.00' 98.57' 100.07' 1342756" 3 42.00" 98.49' 99.80' 13421'15" 4 35.00' 26.71' 14.04' 43'43'01' 5 35.00' 27.66' 14.60' 45"16'27" 6 520.00' 60.76' 30.41' 06'41'40" 7 500.00' 64.95' 32.52' 07'26'36" 8 480.00' 1 54.65' 1 27.35' 06'31'24" 33 _1145 8 -STA. 9+27.05, F.L. Ell - STA. 9+58.00, -1.L- STA, 9+25.61, F.L. LT. STA. 9+30.85, F.L. RT- ORS' 3 2 SSP 352 d 348 34 r -A WIL I 1�Tt4! 15 V Ly TONSET STREET (STA. 10+00.00 TO 14+53.89) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL I ► 1 1T 0 0 3 0 � � N Z W W :z HATHAWAY 40 AVENUE N SEE SHEET 4 20 20' O 0' 30 Cnlxf I O Q t2 w o 23 d I a z � a L' �tJ) M ! J TI (% N 1 3 1 24 s _ q INTERSECTION. 3 1 STA. 14+53.89 C.L. TONSET ST.= 1 Z t STA. 18+75.20 C.L, HATHAWAY AVE r� o 0 rn No o Q d I \ \� 1 0z000 0 0 34P2! U elfd o I Z V 1 Z LLJ O I $ a Q J � Q �} ! z I wlAJ U000 I W� NSILLI (0 p I m o V) H AV Of2 6 N Yft r SEE SHEET 4 m I 0& LEGEND: OD N ' 1 M � (p M i" > L`' J 1> V FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: I� J M -4 li _j La ELEVATION E.V.G. END VERTICAL CURVE ILL: o j 352 B.C.R. OW "R5-1" - DO NOT ENTER "S4-2" - WHEN. CHILDREN ARE PRESENT E.C.R. + .- . cn d + A PROXIMA EXIS G v a f- N OUND ENTERLI E 'a- w 348 348 - - 1�¢- - in - _ I 0& 344 LEGEND: LEGEND: (CONT. - PROPOSED SAWCUT LIMIT UNE Ts ABBREVIATIONS IR FURNISH & INSTALL IRRIGATION CONDUIT F.L. FLOWLINE P.O.V.C. POINT ON VERTICAL CURVE R1 i FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: C.L. CENTERLINE B.V.C. BEGIN VERTICAL CURVE 1 "Rt -1" -STOP "003-1" - STOP AHEAD ELEV. ELEVATION E.V.G. END VERTICAL CURVE ® "R6-1" -ONE WAY "S5-2" -END SCHOOL ZONE B.C.R. BEGIN CURB RETURN P.I. POINT OF INTERSECTION "R5-1" - DO NOT ENTER "S4-2" - WHEN. CHILDREN ARE PRESENT E.C.R. END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE M "R26(CA)" - NO PARKING "S4-3" - SCHOOL B.C. BEGIN CURVE PCC POINT OF COMPOUND CURVATURE 0- "R3 -5R" - RIGHT TURN ONLY "R2-1" - SPEED LIMIT 20 E.C. END CURVE TC TOP OF CURB "R4-7".- KEEP RIGHT "R7-9" - NO PARKING/BIKE LANE P.I.V.C. POINT OF INTERSECTION T.P. TOP OF PAVEMENT "RB1(CA)" - BIKE LANE OF VERTICAL CURVE F.C. FINISH CONCRETE ® "W31(CA)" - END W/OM4-3 MARKER NOTE IW "W14-1" - DEAD END SIGN NUMBERS ARE FEDERAL CODES FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. "W14-2" - NO OUTLET UNLESS OTHERWISE INDICATED BY W INDICATES CALIFORNIA SINGLE @ EXISTING SURVEY MONUMENT "Wl-6" - ARROWBLEW . CODES.CA) IJ "W1-1" - CURVE ARROW li FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. u M "W3-3" - SIGNAL AHEAD + FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. - - 0 STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS --o- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. 0 STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS -E- FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. DET. ST -14. Istr CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. W S SEWER - REFER TO SEWER & STORM DRAIN PLANS { 0 SEWER MANHOLE - REFER TO SEWER & STORM DRAIN PLANS. 1 1 0 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. Z M 0i + ml �- - - TRACT BOUNDARY 41 UNIT BOUNDARY 344 10+00 LEGEND: (CONT.) OR - - - - - - - - - - - - PROPOSED SAWCUT LIMIT UNE Ts mmimll IR FURNISH & INSTALL IRRIGATION CONDUIT 10 FURNISH & INSTALL INTERCONNECT CONDUIT ME-Imll FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT d TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE 1 CURVE NUMBER FOR CURVE DESCRIPTION O1 TAPER NUMBER FOR TAPER DESCRIPTION ® ITEM OF WORK - SEE SCHEDULE 10+00 LEGEND: (CONT.) OR - - - - - - - - - - - - PROPOSED SAWCUT LIMIT UNE Ts FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT IR FURNISH & INSTALL IRRIGATION CONDUIT 10 FURNISH & INSTALL INTERCONNECT CONDUIT Tg3 TR5 Tab FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT d TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE 1 CURVE NUMBER FOR CURVE DESCRIPTION O1 TAPER NUMBER FOR TAPER DESCRIPTION ® ITEM OF WORK - SEE SCHEDULE CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) CALTRANS TYPE IV ARROW, LEFT OR RIGHT M AS APPLICABLE, TO BE PAINTED CALTRANS TYPE 1 ARROW 0- AS APPLICABLE, TO BE PAINTED NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. ® A.C. PAVEMENT TO BE REMOVED AND DISPOSED.. I 352 .344 M 352 0 j M J d uI 348 TOPOSED I EAST FL WLINE I od) tn -A J'T M � M N7 11 ♦00 W W W J J J 13+00 14+00 j>> W W W WLai W a G 4 Q 4 4 W W W 444 CONSTRUCTION NOTES: NOTES: 1� CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 PLANS AND DETAILS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL 0.40' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE 3 UNITS STANDARD PLAN RSP A88A CASE A. COMPACTED -TO 95% -RELATIVE DENSITY PER C.O.B. STD. ST -9. CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS COMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND PER C.O.B. STD. S-12, UNLESS -NOTED OTHERWISE. GUTTER LIP TO A DEPTH OF 12". SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER 4. RAISE EXISTING SEWER MANHOLES TO FINISHED GRADE. INSTALL W-31 (CA) SIGN WITH OM4-3 MARKER AT UNIT BOUNDARY SECTION DESIGNATION: OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED AT THE SAME SECTION IfTTER �- TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT" A UNIT.-- -- -- PAINT 12" LIMIT LINE USING THERMOPLASTIC- PAINT PER 2 y�F CALTRANS STANDARD SPECIFICATION 8010-21C-19. SHEET _ IS SHFE t�_��� ® CONSTRUCT 5.5 COMBINATION SIDEWALK PER C.O.B. STD- ST -3 �Qv w� N. No ., 35 . RELOCATE EXISTING POLES BEHIND THE CURB, GUTTER & SIDEWALK ' us c > °i' • 4 .�"' 9 AS DIRECTED BY THE ENGINEER. 2 11 No. 1O REMOVE AND DISPOSE OF EXISTING A.C. PAVEMENT. OPAINT DETAIL 22 (DOUBLE -YELLOW) STRIPING USING PAINT PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN 12 A73(' WITH W-31(CA) SIGN WITH OMA -3 MARKER. BARRICADE u� tT 2 DN�Y U>��T p>�� IS TO GO FROM FLOWLINE TO FLOWLINE. CONSTRUCT TYPE "M' MEDIAN CURB WITH 10" REVEALm� 13 PER C.O.B. STD. ST -2 (REVISED 6-2-99). UP rr 3 0 0 L7 OR ^ 4 1- 4- d cn tri l o M M Muj M W W W IW W J -j IJ li u M M J M J Li Ila. a(0,0 O W W MQ p6 { + 1 1 + Z M 0i + ml �- 41 NM V) -LaJ la .m. _U w in - I 352 .344 M 352 0 j M J d uI 348 TOPOSED I EAST FL WLINE I od) tn -A J'T M � M N7 11 ♦00 W W W J J J 13+00 14+00 j>> W W W WLai W a G 4 Q 4 4 W W W 444 CONSTRUCTION NOTES: NOTES: 1� CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 PLANS AND DETAILS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL 0.40' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE 3 UNITS STANDARD PLAN RSP A88A CASE A. COMPACTED -TO 95% -RELATIVE DENSITY PER C.O.B. STD. ST -9. CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS COMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND PER C.O.B. STD. S-12, UNLESS -NOTED OTHERWISE. GUTTER LIP TO A DEPTH OF 12". SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER 4. RAISE EXISTING SEWER MANHOLES TO FINISHED GRADE. INSTALL W-31 (CA) SIGN WITH OM4-3 MARKER AT UNIT BOUNDARY SECTION DESIGNATION: OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED AT THE SAME SECTION IfTTER �- TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT" A UNIT.-- -- -- PAINT 12" LIMIT LINE USING THERMOPLASTIC- PAINT PER 2 y�F CALTRANS STANDARD SPECIFICATION 8010-21C-19. SHEET _ IS SHFE t�_��� ® CONSTRUCT 5.5 COMBINATION SIDEWALK PER C.O.B. STD- ST -3 �Qv w� N. No ., 35 . RELOCATE EXISTING POLES BEHIND THE CURB, GUTTER & SIDEWALK ' us c > °i' • 4 .�"' 9 AS DIRECTED BY THE ENGINEER. 2 11 No. 1O REMOVE AND DISPOSE OF EXISTING A.C. PAVEMENT. OPAINT DETAIL 22 (DOUBLE -YELLOW) STRIPING USING PAINT PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN 12 A73(' WITH W-31(CA) SIGN WITH OMA -3 MARKER. BARRICADE u� tT 2 DN�Y U>��T p>�� IS TO GO FROM FLOWLINE TO FLOWLINE. CONSTRUCT TYPE "M' MEDIAN CURB WITH 10" REVEALm� 13 PER C.O.B. STD. ST -2 (REVISED 6-2-99). UP rr 3 0 0 L7 X758 1 !I , 1 I M N cn W z�"� Y > W 0 m d � O N cj sn �n- 6 0- 0 0 0 U U Z CD W d W d W J � � d � N N W W W Q O p w N N N O O X758 1 !I , 1 I it WI _ d OIw R/W -- -- -- -- --�-- -- a -I-' -- -- -- -- -- -- -- R/W CURB & GUTTER 1/2" LIP---O� *4 MIN.R/W 2.0% APRON SIDEWALK RIVEWAY 6" O.G. COMPACTED TO 90% RELATIVE COMPACTION. D ;URB & GUTTER (TYP•) NOTES 1. ALL CONSTRUCTION AND MATERIALS SHALL BE IN CONFORMANCE WITH STANDARD SPECIFICATIONS. 2. THICKNESS OF APRONS AND SIDEWALK BETWEEN APRON & DRIVEWAY SHALL BE 6" OF CONCRETE. 3. CONCRETE SHALL BE CLASS 3. 4. NO COLORING SHALL BE ADDED. * PROVIDE REQUIRED PEDESTRIAN EASEMENT IF OUTSIDE R/W. ** IF CURB AND GUTTER ARE POURED SEPARATE OF APRON THEN DOWELS ARE REQUIRED AT BACK OF CURB. 3" IN CURB AND 9" IN CENTER OF APRON. DETAIL "1 "-REGULAR LOT UNOBSTRUCTED PEDESTRIAN WALKWAY PER A.D.A. REQUIREMENTS N.T.S. 2' S/W EASEMENT TO BE DEDICATED WITH FINAL MAP I I I II IIt I I I 5' SSW II I I I l�� I L- - - - - - - - __ SEE DETAIL "1" 2' S/W EASEMENT \\ ��(TYPICAL) G TO BE DEDICATED WITH FINAL MAP I DETAIL "2" -LOTS AROUND CUL-DE-SAC OR KNUCKLE UNOBSTRUCTED PEDESTRIAN WALKWAY PER A.D.A. REQUIREMENTS N.T.S. LEGEND: ABBREVIATIONS F.L FLOWUNE P.O.V.C. POINT ON VERTICAL CURVE C.L. CENTERLINE B.V.C. BEGIN VERTICAL CURVE ELEV. ELEVATION E.V.C. END VERTICAL CURVE B.C.R. BEGIN CURB RETURN P.I. POINT OF INTERSECTION E.C.R. END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE B.C. BEGIN CURVE PCC POINT OF COMPOUND CURVATURE E.C. END CURVE TC TOP OF CURB P.I.V.C. POINT OF INTERSECTION T.P. TOP OF PAVEMENT OF VERTICAL CURVE F.C. FINISH CONCRETE FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. Q EXISTING SURVEY MONUMENT -+- FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. + FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. -o- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. -o FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. DET. ST -14. SECTION DESIGNATION: SECTION LETTER IL -- -- A _2 SHEET WHERE SECTION IS SHOWN R/W 30' 30' R/W 5' 5' 20' 20' 5' 5' 1 I I I I 1 Z Z O I O L�_f MNIIN. MAX. 2% I 2% 4 2% 2% 4.5' SIDEWALK 0.20' A.C. PAVING V--4.5' SIDEWALK CURB & GUTTER 0.40' AGG. BASE CURB & GUTTER 0.50' COMPACTED O.G. TO 95% RELATIVE DENSITY TYPICAL INTERIOR STREET SEC11ON A SCALE: 1'=10' HORIZ, 12 1"=5' VERT. NOTE: THIS CROSS SECTION STILL APPLIES TO ALL SHEETS REFERRING TO STREET SECTION A. R/W 26, 26, R/W QSI S'J 118' 1" = 50' HORIZONTAL "R3-7' - RIGHT LANE MUST 'S5-2' - END SCHOOL ZONE 18' 5' 3' 1 1Q "R26(CA)" - NO PARKING 'S4-3' - SCHOOL IR 'R3 -5R' - RIGHT TURN ONLY "R2-1' - SPEED LIMIT 20 "R4-7" - KEEP RIGHT 'R7-9" - NO PARKING/BIKE LANE "R81(CA)" - BIKE LANE "R7-9" - NO PARKING/BIKE LANE O 'W31(CA)" - END W/OM4-3 MARKER NOTE: ic 'W73A" - RIGHT LANE TURNS RIGHT SIGN NUMBERS ARE FEDERAL CODES WN 'Wt4-2" - NO OUTLET UNLESS OTHERWISE INDICATED BY I Z jN�`C14 'W1-6" - SINGLE ARROW CODES. z OPOSED EAST FLOWLINE I I STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS o STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS W CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. o SEWER - REFER TO SEWER & STORM DRAIN PLANS ® SEWER MANHOLE - REFER TO SEWER & STORM DRAIN PLANS. 0 I ITEM OF WORK - SEE SCHEDULE O 2% MIN. 2% 27. I 2% 2% # 2% MAX. 4 1 MAX. UNIT. 4:1 M O ��w_ %v� SEE DETAILS ON PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) U U 4.5' SIDEWALK SHEET 12R. CALTRANS TYPE IV ARROW, LEFT OR RIGHT 0.20' A.C. PAVING 4.5' SIDEWALK CURB & GUTTER AS APPLICABLE, TO BE PAINTED 0.40' AGG. BASE CURB & GUTTER n I R CALTRANS TYPE I ARROW O 0.50' COMPACTED O.G. TO 95% RELATIVE DENSITY L AS APPLICABLE, PAINTED INTERIOR STREET 0 w SECTION g NOTE: SCALE: 1"=10' HORIZ. p SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT 1'=5' VERT. PAINT DETAIL 22 (DOUBLE -YELLOW) STRIPING USING PAINT PER LEGEND: (CONT; (STA. R1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: - - 'R1-1" - STOP "W3-1" - STOP AHEAD 1" = 50' HORIZONTAL "R3-7' - RIGHT LANE MUST 'S5-2' - END SCHOOL ZONE M TURN RIGHT "S4-2' -WHEN CHILDREN ARE PRESENT 1" = 5' VERTICAL "R26(CA)" - NO PARKING 'S4-3' - SCHOOL IR 'R3 -5R' - RIGHT TURN ONLY "R2-1' - SPEED LIMIT 20 "R4-7" - KEEP RIGHT 'R7-9" - NO PARKING/BIKE LANE "R81(CA)" - BIKE LANE "R7-9" - NO PARKING/BIKE LANE O 'W31(CA)" - END W/OM4-3 MARKER NOTE: ic 'W73A" - RIGHT LANE TURNS RIGHT SIGN NUMBERS ARE FEDERAL CODES WN 'Wt4-2" - NO OUTLET UNLESS OTHERWISE INDICATED BY ri, "W1-7" - DOUBLE ARROW (CA). (CA) INDICATES CALIFORNIA jN�`C14 'W1-6" - SINGLE ARROW CODES. "W1-1' - CURVE ARROW OPOSED EAST FLOWLINE 'W3-3" - SIGNAL AHEAD -- 0 STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS 0 STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS W CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. s SEWER - REFER TO SEWER & STORM DRAIN PLANS ® SEWER MANHOLE - REFER TO SEWER & STORM DRAIN PLANS. 0 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. TRACT BOUNDARY UNIT BOUNDARY r Q 0 Z 0 m U Q a i t f UN�T 3 r H A"MAWAYIl Ir A U PHILBIN STREET 348 4.1 TO MATC1 344 348 4.1 TO MATCH 344 (STA. 10+00.00 TO 11+72.00) NOTES: - - SCALE: 1" = 50' HORIZONTAL M M crW 1" = 5' VERTICAL w W IR ArIll GR UND 0 I�NTERUN CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL 0 O - 1 =- ic OT WN CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. ri, m+ jN�`C14 Aff- TR3=N0. 3 1/2 SIZE TR5=No. 5 SIZE TR6=No. 6 SIZE OPOSED EAST FLOWLINE GUTTER LIP TO A DEPTH OF 12". Q CURVE NUMBER FOR CURVE DESCRIPTION O 7 W ENGINEER/DESIGN ENGINEER. O TAPER NUMBER FOR TAPER DESCRIPTION Z M J 348 4.1 TO MATC1 344 348 4.1 TO MATCH 344 Z_ Q C.9 Q CONSTRUCTION NOTES: - - - PROPOSED SAWCUT LIMIT UNE IY m M M crW > w W IR ArIll GR UND 0 I�NTERUN CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL 0 w YjM C - 1 =- ic OT WN CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. rmu+ m+ O Aff- TR3=N0. 3 1/2 SIZE TR5=No. 5 SIZE TR6=No. 6 SIZE OPOSED EAST FLOWLINE GUTTER LIP TO A DEPTH OF 12". Q CURVE NUMBER FOR CURVE DESCRIPTION O 7 W ENGINEER/DESIGN ENGINEER. O TAPER NUMBER FOR TAPER DESCRIPTION INSTALL W-31 (CA) SIGN WITH OM4-3 MARKER AT UNIT BOUNDARY ITEM OF WORK - SEE SCHEDULE O OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED AT THE SAME A 4 J TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT # EASEMENT DESCRIPTION UNIT. CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS Z_ Q C.9 Q CONSTRUCTION NOTES: - - - PROPOSED SAWCUT LIMIT UNE IY m M M crW > w W IR ArIll GR UND 0 I�NTERUN CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL 0 w YjM C - 1 =- ic OT WN CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. rmu+ m+ O Z_ Q C.9 Q CONSTRUCTION NOTES: - - - PROPOSED SAWCUT LIMIT UNE IY m N MATE EXISTINII� TS M 100 -A 4. IR ArIll GR UND 0 I�NTERUN CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL H O.G. - 1 =- ic FURNISH & INSTALL INTERCONNECT CONDUIT S=0% CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. T�3 T Tis FURNISH & INSTALL SPUCE BOX FOR INTERCONNECT O COMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND TR3=N0. 3 1/2 SIZE TR5=No. 5 SIZE TR6=No. 6 SIZE OPOSED EAST FLOWLINE GUTTER LIP TO A DEPTH OF 12". Q CURVE NUMBER FOR CURVE DESCRIPTION O 7 W [1f.wil ] LEGEND: (,CONT. CURVE CONSTRUCTION NOTES: - - - PROPOSED SAWCUT LIMIT UNE O1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 TS FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT ZO CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 IR FURNISH & INSTALL IRRIGATION CONDUIT CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL H O UNITS STANDARD PLAN RSP A88A CASE A. ic FURNISH & INSTALL INTERCONNECT CONDUIT CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. T�3 T Tis FURNISH & INSTALL SPUCE BOX FOR INTERCONNECT O COMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND TR3=N0. 3 1/2 SIZE TR5=No. 5 SIZE TR6=No. 6 SIZE GUTTER LIP TO A DEPTH OF 12". Q CURVE NUMBER FOR CURVE DESCRIPTION O SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY W ENGINEER/DESIGN ENGINEER. O TAPER NUMBER FOR TAPER DESCRIPTION INSTALL W-31 (CA) SIGN WITH OM4-3 MARKER AT UNIT BOUNDARY ITEM OF WORK - SEE SCHEDULE O OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED AT THE SAME A 4 J TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT # EASEMENT DESCRIPTION UNIT. CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS O PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER SEE DETAILS ON PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) U U CALTRANS STANDARD SPECIFICATION 8010-21C-19. SHEET 12R. CALTRANS TYPE IV ARROW, LEFT OR RIGHT O CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 AS APPLICABLE, TO BE PAINTED U n I R CALTRANS TYPE I ARROW O RELOCATE EXISTING POLES BEHIND THE CURB, GUTTER & SIDEWA K AS DIRECTED BY THE ENGINEER. L AS APPLICABLE, PAINTED m 0 w 10 REMOVE AND DISPOSE OF EXISTING A.C. PAVEMENT. NOTE: p SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT PAINT DETAIL 22 (DOUBLE -YELLOW) STRIPING USING PAINT PER i l gill 344 q INTERSECTION STA. 11+71.66 C.L. PHILBIN ST.= STA. 11+50.00 C.L, HATHAWAY AVE I 14 CURVE TABLE CURVE I RADIUS I LENGTH I TANGENT DELTA Cl) 1 20.00' 1 31.42' 1 20.00' 1 90'00'00" NOTES: 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN PLANS AND DETAILS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 0.40' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. S-12, UNLESS NOTED OTHERWISE. 4. RAISE EXISTING SEWER MANHOLES TO FINISHED GRADE. P N. STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT 11 F C. NOT PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. CALTRANS STANDARD SPECIFICATION 8010-21C-19. .." ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. 12 INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN dG - ozr­ � A73C WITH W-31(CA) SIGN WITH OM4-3 MARKER. BARRICADE wl lT 2 o NIrY IS TO GO FROM FLOWLINE TO FLOWLINE. ® A.C. PAVEMENT TO BE REMOVED AND DISPOSED. 13 CONSTRUCT S 2 TYPE M' MEDIAN CURB NTH 10" REVEAL DRAWING. RECO"uo'll 0-2g'jt., um rr 3 ot<<7 A REVISION rU APPROVED BY: U RO ER A. McINTOSH DATE R.C.E. 33322 EXP. 06/30/16 REVISION APPROVED BY: MARIAN SHAW C.E. IV DATE R.C.E. 32178 EXP. 12/31/16 rn 0 M �0 � Q � O it Z Ow I J Q uj wvCo or. w owl N V) w Y Q } M co co W W W U z H z uj Q �ZZ�Z E W W V) U O a� m 4 J Y O U cr H OZ U U o N N 0 U n =W FZE J L m 0 w a' p �zo N V m Nw� CC? Q U Z uj W ui dJ d uiwU.1 O � O CD Q N N 0 O O d w �y 0 11 -- co co W W H W W W z V d! a� m 4 J F - v cr H o N N 0 t 0 J 0 w a' w �y 0 60' R/W 54' 6' 24' 6' 1 VARIES I EX. E.P. ti i 1Q VARIES �' 1 SAWCUT FUTURE li MEDIAN Lu I � 9' a 4> I 1 (EXIST.TO EMAIN�T� 2.98% SHOULDER j VARIES EX GROUND MATCH EXISTINGNS MpZCG pUt�d FUTURE �yt PAVEMENT -r <. !vv� v{ vvw�wv�r �Y.• IMPROVEMENTS FUTURE 0 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 1 30.00' 47.40' 30.28' 90'31'46" 2 30.00' 46.85' 29.72' 8928'14" 3 5.70' 17.92' - 180'00'00" TAPER DATA NO.� q STATION OFFSET FROM q 16+46.35 50.12RT. 16+51.35 50.17RT. 16+56.35 50.34RT. 16+61.35 50.61RT. 16+66.35 50.99RT. 16+71.35 51.49RT. 16+76.35 52.09RT. 17+06.35 56.03RT. 17+11.35 56.63RT. 17+16.35 57.12RT. 17+21.35 57.51 RT. 17+26.35 57.78RT. 17+31.35 57.95RT. 17+36.35 58.00RT. 0.45 A.C. PAVING SECTION - ASHE ROAD A CURB & GUTTER 0.40' AGG. BASE 1.65' COMPACTED O.G. TO STA. 10+76.00 C.L.-STA. 12+70.00 C.L. 1 1Q 95% RELATIVE DENSITY SCALE: 1"=10' HORIZ u 1"=5' VERT.ci I SEE SR-119-TAFT HIGHWAY TRACT N0. 6758 J J o o a =* j (NEED ENCROACHMENT ( (C•o,g.) (om N^ ap v aw o m •_r m !! I w UJ PERMIT FROM CALTRANS) ¢ o �omd o =aid o o "' \ v o ix Ip Q -j'* O 0 -i W -i U " J.J I 1 \ Wit, �U O (.jM U' G)M m00 to U m\ Q U \Z W ^ O C) o 1 \ I m15'® . EXIST. CURB \a o W \a tri W v I - zoo o Y Q a \ oo ! _ tLOWvo &GUTTER co��Li �t=dw Q 0 o ao p�~� 3 U 00 -- m� -00.-- -- U O U N O X O m w O o { FD. K.C.S. CONC. MON. o a `r - -- 3 x rn ci 3 x `° n: 1- En W+ 3 w �3 x+ U z j `� o o i j DOWN 24" FOR WITNESS - -_�v N �_ -- _N = ►--�v`ti= ~ _ Y 'o z x tan W `�_ _ _ _ - "t z o ad `r v ` CORNER 40 NORTH OF I n a, �? I : I .0 -EL- I U z _3 v +.rte z a d ! S.W. COR. SEC. 34, 30/27 z w z± W a Q a �- -a Q d- & �� a z w. - - z `te a. �, t'-„ PER R/S BK. 15, PG. 178 ' � _ M a m to -H a M cn 44 p cu W Q F- t- Q to m W m cn Z" ' it -p- _ _ 2 FE ti EX. E.P./MEDIAN z tal w av w <<<F--L� CURB TO REMAIN wmm cni - --OIL I Ugn cn-H -oil OIL FUTURE MEDIAN CURB 5 - -- 11+00 - - QHS t 3+0 _ { t +00 N0025'27"E 16+00 40.00 N0025 27"E _ _ 157.81 I FSA N00'2527"F 3 - - N0025'27"E C- - ------ --- - �- _---------4�797XP-- I �8y3y� 282.21• 75+ EX. SIGN RELIMAIN �o ��q PROPOS NEW E.P. - - - - - - - - - - - 1 14 I o- �L/ - 15 EX' REMWN EXISTING RESIDENTIAL 1 I $ _--- _�!- -- __-- X X WALL TO REMAIN - -------_----------- --- ------------------- _ ice � � � � - - - -- - I - - -FUTURE- - - - - I - - - - rR R7-9 c 1 R7-9 FUTURE CURB & GUTTER I R/W R/W \\ I Q M N `\� _ ►�i I I PORTION OF EX. m II A.C. DIKE. TO r= } � ,_ ,- ►= w '� 1 n I REMcr AIN g ¢ Q o o o o CL 2-4 -I I w p O d \ d d' d' N N �' '� N W W d Li I I 11 I = N o N N N i PR OSED NEW E.P. a m 52 m J J -� -i X V �� Z M ,6 E SEPARATE STREET � r* L)r a 6D a a N W w citi vM o M^ ` o I I I I 1 PL -TAFT HIGHWAY F N r p 'r- W Ni ^ W ai 06 W c�i ao OR,* Q cc � � c3 o.t \ t� co Q> a. o 00 c a 3 to � m� 3 .r v 3 M p� to a ", ` C.3 M W M w Ki M W n M Z OOi c 5 t7i Csi ''�• n S \ Z •- 1I I I I 3 �w \ rn z ii Z cD Z �' > O �� 0 +M 3 +Lu C� I I I n 73' 66' III 3¢ +J to > > > +> +w o ++ w W w �� II II WN s -W za. ± ®+W +W ®Mta•' ®MJ Um d•d Z Z �W \m tnN II 1 ZZ i- �Clal`-w -w ®�W Few H` -W z►-� a^� I oc�aa 3.� zs zdcl� (NOT A PART) zati o�ti Wada a�w C3a W m (n -H V Z ttn ui d N 4J d C~!Y 4J d N Lj d fn laJ m K U) W fn -ii Lal !n w III � SR -119 (TAFT HIGHWAY) 51 PLEASE REFER TO SEPARATE STREET IMPROVEMENT PLANS CiJ O N m M 1 Q tt3 1 M tr\� W r- m U !� I W \ Lu J M C6 O W W CID W N} rn Q UrY1L` H J J �! \ z tr + <1 co ti An TAPER DATA NOC 2 '' TAPER DATA NO. 30 TAPER DATA NO n4 CL STATION OFFSET FROM Ck 16+40.35 7.00RT. 16+45.35 6.93RT. 16+50.35 6.72RT. 16+55.35 6.38RT. 16+60.35 5.89RT. 16+65.35 5.26RT. 16+70.35 4.5ORT. 17+00.35 0.50LT. 17+05.35 1.26LT. 17+10.35 1.89LT. 17+15.35 2.37LT. 17+20.35 2.72LT. 17+25.35 2.93LT. 17+30.35 3.00LT. r q STATION OFFSET FROM J 48.00RT. 22+15.37 O 22+20.37 48.28RT. Ki 48.63RT. 22+30.37 49.11 RT. 22+35.37 '- 22+40.37 (1) - 6" SCH. 40 22+70.37 55.5ORT. (2) - 3" SCH. 40 Q „� c�L PVC SLEEVES 22+85.37 57.38RT. r q STATION OFFSET FROM 22+10.37 48.00RT. 22+15.37 48.07RT. 22+20.37 48.28RT. 22+25.37 48.63RT. 22+30.37 49.11 RT. 22+35.37 49.74RT. 22+40.37 50.5ORT. 22+70.37 55.5ORT. 22+75.37 56.26RT. 22+80.37 56.89RT. 22+85.37 57.38RT. 22+90.37 57.72RT. 22+95.37 57.93RT. 23+00.37 58.00RT. EX. MEDIAN CURB TO REMAIN EXIST. PAVEMENT. TO REMAIN - 7' VARIES 72.85'-74' PA VARIES 63.85'-65' R/W 9' I LANDSCAPE 0.45' A.C. PAVING -, 0.40' AGG. BASE - 1.65' COMPACTED O.G. TO - 95Z RELATIVE DENSITY A VARIES 57.70'-58' 2.0% SECTION - ASHE ROAD STA. 22+90.02 C.L.-STA. 23+85.28 C.I. w a SCALE: 1"=10' ERT. 0 1 "=5' VERT. J aJ J �U \ Q~ \ ir $ co, O kco" w ir J Z4[r Z O til O O O O \ O O �U O O O u3 o 0 0 o O� ri r m J \pW ,_j _ QWQ.JCifv�oU p -j-� a J F- pa J ' WU cnw v UG�FI r N� Z Q U U � U ZwZy���Ay�.,SOnZmN~O� 11 00 0 In p r3 tj �-�_ -- -- -- N __ p1= O UIQ CTi t� UZlfj M ztno + cG x 4 + wo _z - o _"� - o'n _z �g 0) K') Z vi m o0 La 'd• O W fn CA v- + N 00 - X O M Q U + +'d• M W= .}{ O 2' ++ O + n + ice"- -3 - 0 3 w N M II �U? 11 I---� m O W NM EXIST. CURB &GUTTER Nd W NM W4Y W" EX. E.P./MEDIAN v ti CS <L�; ci t? F z a a �' N II EXIST. A C. z jj z II tnp v EXIST. MEDIAN cd to � Lim' m in 0(f) I- I- z d C3 a c3 DIKE TO BE � a o a o o t- r - CURB TO REMAIN cam' tntn �� w W H V za 1-C3 Zzv N'=CURB TO REMAIN Za cnv G G Urn t,i to 0 REMOVED m to w m to l- w W a -H -H W ��.�qe �•--� �����q a��,��4 �.��yqe .���°q o c �4q l �c q �� �� t V/ �� 1 < 4 > �,��yl$ \ / h.5 t•_A 1. h� 1Zti� c1 I 17+00 I18+00 19+00 1 13 13 EXIST. A.C. DIKE EXIST. A.C. TO BE REMOVED DIKE TO BEIII, I Lo i REMOVED - ,I; - 13 (2) - 3" SCH. 40 m L 1 I o `r 1 PVC SLEEVES � I1 7 2 1 1 8 3 n Lo 1 1 is _ _ Ic rc I is c _ IC- IR26(CA)/R81(CA)i 634G5 R7-9 c _ _ c - TR5 R261 - R/� - - - R26(CA) i R/W R7-9 3 i 1� II rn W a t' 1 D i \ / C7 M 00 I \ 1 I PROPOSED BLOCK 1 it o 1,- i , o0Lc) Lo w _ I WALL -SEE WALL I o s Q o o I I w o I\ 0- �` LANS FOR DETAILS I � I ,� PROPOSED BLOCK a - . N Cfl I t- to I WALL -SEE WALL I I ►- / 153 w"" I I J I 20' 20' J PLANS FOR DETAILS y w a J z Q -j J za54 ci 1 v 1 I -3Y MM , Q rt�l� �t� ri 1 =co;� I 1 1 Mao 30' 30' fn N 1 1 I W O� W Mg Q>� no � T- om +^ I I I uitr3 I tn0 Z oN I �M NN / Z ON zoIn Nrn ~ OQaCa ++ 1 I ++ Q -hri I ( ZWp NN , ++ Oho '21 23 ++ Z� F- o�rn I NN W NM �j I 0< as / J NN m- rnh7 I WO N I I 5� l II 1 2 1 3 4 Ww �f- t' 1-2�cc uj NN L 1 I I �l 1 5 6 ci N 1 rn c3 C, i5 cd I y 1 m c� v� cn 5 z ►Q- a Q A[ I to cn to m N t- W v) cn 05 m a - N to I 0 PROM AVENUE UN�T 1 SEE SHEET 6R ASHE ROAD (STA. 10+00.00 TO 23+85.28) r a p z 0 m I I 2> PROPOSED BLOCK WALL I SEE PLAN EPARAT I 2% `- HINGE POINT 5.5' SIDEWALK CURB & GUTTER j MEDIAN CURB PER TR. 6757 SEE STREET IMPROVEMENTS PER TRACT 6757 (L STATION OFFSET FROM CL p • J 22+00.02 3.00RT. 1" = 5' VERTICAL 22+05.02 2.93RT. (ui 22+10.02 2.72RT. .4- 22+15.02 2.38RT. 22+20.02 1.89RT. M 22+25.02 1.26RT. 22+30.02 0.5ORT. J J 22+60.02 4.5OLT. J W W 22+65.02 5.26LT. 22+70.02 5.89LT. 22+75.02 6.37LT. .- J 1 22+80.02 6.72LT. Iwo- 1, 22+85.02 6.93LT. 04 O i 22+90.02 7.00LT. EX. MEDIAN CURB TO REMAIN EXIST. PAVEMENT. TO REMAIN - 7' VARIES 72.85'-74' PA VARIES 63.85'-65' R/W 9' I LANDSCAPE 0.45' A.C. PAVING -, 0.40' AGG. BASE - 1.65' COMPACTED O.G. TO - 95Z RELATIVE DENSITY A VARIES 57.70'-58' 2.0% SECTION - ASHE ROAD STA. 22+90.02 C.L.-STA. 23+85.28 C.I. w a SCALE: 1"=10' ERT. 0 1 "=5' VERT. J aJ J �U \ Q~ \ ir $ co, O kco" w ir J Z4[r Z O til O O O O \ O O �U O O O u3 o 0 0 o O� ri r m J \pW ,_j _ QWQ.JCifv�oU p -j-� a J F- pa J ' WU cnw v UG�FI r N� Z Q U U � U ZwZy���Ay�.,SOnZmN~O� 11 00 0 In p r3 tj �-�_ -- -- -- N __ p1= O UIQ CTi t� UZlfj M ztno + cG x 4 + wo _z - o _"� - o'n _z �g 0) K') Z vi m o0 La 'd• O W fn CA v- + N 00 - X O M Q U + +'d• M W= .}{ O 2' ++ O + n + ice"- -3 - 0 3 w N M II �U? 11 I---� m O W NM EXIST. CURB &GUTTER Nd W NM W4Y W" EX. E.P./MEDIAN v ti CS <L�; ci t? F z a a �' N II EXIST. A C. z jj z II tnp v EXIST. MEDIAN cd to � Lim' m in 0(f) I- I- z d C3 a c3 DIKE TO BE � a o a o o t- r - CURB TO REMAIN cam' tntn �� w W H V za 1-C3 Zzv N'=CURB TO REMAIN Za cnv G G Urn t,i to 0 REMOVED m to w m to l- w W a -H -H W ��.�qe �•--� �����q a��,��4 �.��yqe .���°q o c �4q l �c q �� �� t V/ �� 1 < 4 > �,��yl$ \ / h.5 t•_A 1. h� 1Zti� c1 I 17+00 I18+00 19+00 1 13 13 EXIST. A.C. DIKE EXIST. A.C. TO BE REMOVED DIKE TO BEIII, I Lo i REMOVED - ,I; - 13 (2) - 3" SCH. 40 m L 1 I o `r 1 PVC SLEEVES � I1 7 2 1 1 8 3 n Lo 1 1 is _ _ Ic rc I is c _ IC- IR26(CA)/R81(CA)i 634G5 R7-9 c _ _ c - TR5 R261 - R/� - - - R26(CA) i R/W R7-9 3 i 1� II rn W a t' 1 D i \ / C7 M 00 I \ 1 I PROPOSED BLOCK 1 it o 1,- i , o0Lc) Lo w _ I WALL -SEE WALL I o s Q o o I I w o I\ 0- �` LANS FOR DETAILS I � I ,� PROPOSED BLOCK a - . N Cfl I t- to I WALL -SEE WALL I I ►- / 153 w"" I I J I 20' 20' J PLANS FOR DETAILS y w a J z Q -j J za54 ci 1 v 1 I -3Y MM , Q rt�l� �t� ri 1 =co;� I 1 1 Mao 30' 30' fn N 1 1 I W O� W Mg Q>� no � T- om +^ I I I uitr3 I tn0 Z oN I �M NN / Z ON zoIn Nrn ~ OQaCa ++ 1 I ++ Q -hri I ( ZWp NN , ++ Oho '21 23 ++ Z� F- o�rn I NN W NM �j I 0< as / J NN m- rnh7 I WO N I I 5� l II 1 2 1 3 4 Ww �f- t' 1-2�cc uj NN L 1 I I �l 1 5 6 ci N 1 rn c3 C, i5 cd I y 1 m c� v� cn 5 z ►Q- a Q A[ I to cn to m N t- W v) cn 05 m a - N to I 0 PROM AVENUE UN�T 1 SEE SHEET 6R ASHE ROAD (STA. 10+00.00 TO 23+85.28) r a p z 0 m I I 2> PROPOSED BLOCK WALL I SEE PLAN EPARAT I 2% `- HINGE POINT 5.5' SIDEWALK CURB & GUTTER j MEDIAN CURB PER TR. 6757 SEE STREET IMPROVEMENTS PER TRACT 6757 o14 -zf+( 348 V to SCALE: 1 = 50 HORIZONTAL "W3-1" - STOP AHEAD p • J "R3-7" - RIGHT LANE MUST "S5-2" - END SCHOOL ZONE 1" = 5' VERTICAL TURN RIGHT o (ui "R26(CA)" - NO PARKING m d O m .4- "R3 -5R" - RIGHT TURN ONLY uiO t[3 d "R7-9" - NO PARKING/BIKE LANE M raj TIMI tL1 ,,� "W31(CA)" - END W/OM4-3 MARKER NOTE: J J "W73A" - RIGHT LANE TURNS RIGHT >; i > W W to J W W J W W N W pp (CA). (CA) INDICATES CALIFORNIA *WI -6" - SINGLE ARROW CL .- J 1 W 4' ~ Iwo- 1, o14 -zf+( 348 V to u- "W3-1" - STOP AHEAD p • J "R3-7" - RIGHT LANE MUST "S5-2" - END SCHOOL ZONE TURN RIGHT "S4-2" - WHEN CHILDREN ARE PRESENT "R26(CA)" - NO PARKING m V + d I "R3 -5R" - RIGHT TURN ONLY "R2-1" - SPEED LIMIT 20 ZZ_0) "'L' OJ "R7-9" - NO PARKING/BIKE LANE Z tL1 ,,� "W31(CA)" - END W/OM4-3 MARKER NOTE: "W73A" - RIGHT LANE TURNS RIGHT SIGN NUMBERS ARE FEDERAL CODES 00 t[3 W UNLESS OTHERWISE INDICATED BY O - O (CA). (CA) INDICATES CALIFORNIA *WI -6" - SINGLE ARROW CODES. "Wt -1" - CURVE ARROW m M N "W3-3" - SIGNAL AHEAD 04 O i STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS m STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS ttpp I05 +� CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. S- SEWER - REFER TO SEWER & STORM DRAIN PLANS ® SEWER MANHOLE - REFER TO SEWER & STORM DRAIN PLANS. 0 ta: U m� m Z ujLa o2, w w ~ mLnw U% g V P U C U z ME mm p Z - -- ] C S V L m to p W 1Q V W o >CSj<UVNO APPROXIMATE E STING C) �' La a a lr s N a N c-4 Q l a a to ---- --- ---- _ 0.20% -- a. - - O N to w tr mCD p o Z: ¢ I- LY] W GROUN 0 CEN RUNE c5 0 ta; L, i to C.3 0 ci C.3 C5 C.3 ZLLI W - - atLaa�a FU RE FLO NE 0t0ty�,�0t0ty,��00 En -- S=-0. 27.--[S=-0.51 --- - -- - -- --- - -- ---- - I __ 4 - -- ---- S=0.2 % W ---- W S=-0.25 I - --- = SEE{STREET ED EAST FLOWLIN r- -0.25% 00000 N 0 0 0 PROPOSED 0 o 0 0 8 0 PR POSED AST FLO NE IMPROVEMENTS M I jW > SEE R-119 AFT HIG AY ' TRA T NO. 6758 C.O.. I I LW w WI L`' -T L I (CALTRA S) -- a O,aI - -L 11+W 12+00 13+00 - - - - - - - R/W VARIES VARIES 6' I 24' 6' I I 1 VARIES EX E.P. ti 1 I VARIES tai CD 1 VARIES I VARIES SAWCUT w I z 1 U) I o Ix VARIES I ``' EXIST. n. 4. I I PAVEMENT i TO REMAIN EXIST. PAVEMENT 298%3.4% SHOULDER LI? TO REMAIN - - - - - - IES EX GROUND .G G �G � � G 59,• .� �SgO �-EXIST. MEDIAN FUTURE MATCH EXISTING FUTURE CURB TO REMAIN MEDIAN PAVEMENT ;lr{%,{ <!ii{ir �y. IMPROVEMENTS FUTURE 0.45' A.C. PAVING CURB &GUTTER 0.40' AGG. BASE SECTION - ASHE ROAD B Q 1.65' COMPACTED O.G. TO 95% RELATIVE DENSITY STA. 12+70.00 G.L.-STA. 15+00.60 C.L. 13 SCALE: 1"=10' HORIZ 1 "=5' VERT. LEGEND: G ND•QQNja ABBREVIATIONS 0.45' A.G. PAVING 0.40' AGG. BASE - 1.65' COMPACTED O.G. TO - 95% RELATIVE DENSITY , F.L. FLOWLINE P.O.V.C. POINT ON VERTICAL CURVE i FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: C.L. CENTERLINE B.V.C. BEGIN VERTICAL CURVE ELEV. ELEVATION E.V.C. END VERTICAL CURVE B.C.R. BEGIN CURB RETURN P.I. POINT OF INTERSECTION E.C.R. END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE B.C. BEGIN CURVE PCC POINT OF COMPOUND CURVATURE E.C. END CURVE TC TOP OF CURB P.I.V.C. POINT OF INTERSECTION T.P. TOP OF PAVEMENT OF VERTICAL CURVE F.C. FINISH CONCRETE © FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. Q EXISTING SURVEY MONUMENT -�• FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. + FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. FURNISH & INSTALL STREET LIGHT -580D LUMEN PER C.O.B. STD. ST -14. FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. DET. ST -14. SECTION DESIGNATION: SECTION LETTER -- -- A IL2 SHEET WHERE SECTION IS SHOWN • TRACT BOUNDARY UNIT BOUNDARY 15+00 16+00 17+00 19+00 �' I "' ' El `� 20+00 21+00 22+00 23+00 24+00 C� ^1 R/W R R/W R VARIES 64-72.85' PA VARIES t56' -t58' MARIE t56'-65' VARIES VARIES t50' -t52' 6' 1 LANDSCAPE VA IES t50'-58' 6' 1 LANDSCAPE VARIES 55'-63.85' R 1 9' i I i 1 LOT /"� VARIES LANDSCAPE' I / 0'-3 1, 7' VARIES VARIES 41'-57.70' 6' i 2' I 1 i 4'-7' 1 I PROPOSED i i ? Q I2' BLOCK WALL PROPOSED 1 I PROPOSED SEE SEPARATE 2' SEE SEPARA I i BLOCK WALL PLAN 3 I I PLAN 3 I SEE SEPARATE VARIES 2% I 2 MIA EXIST. 13 1 2% EX TO E ENT Q 13 1 PLAN 2.0%3 4% - 4 PAVEMENT SIN' 2% 2% TO REMAIN � 2% 2% 4.1 MAX• MIN- - - - l -a ZO% 2% 41 MAX. G. ,G C G G O O O O \ % 0 o ii o o a o \ G 0 o a i �, r v ✓ :✓u "�,✓, \/Y \ \\ n-\ \ Y /,/ /I JOG r / / HING POINT >, \ \ EXIST. MEDIAN , ✓/ / / HINGE POINT \ \ G a \\ .. \ {ice, 7i\r / \�\/\ \ ., �r{i /\i .,i /\�'\/\/ r r�i \ \i\/\r\y\ . \r\r\r /\y ./ \r\y r r\r\ \r\r \i\ \i\i\, � \ � w / ,\., �\\\\\\\\ \\\\\ \\\\\\\\ \\\ \\\\. \\`.�\\\� r/�./ / rrr/ Y �,/ ✓✓i /✓..rr/�i!•�/r\,;, .., i / r , ✓ r r r r / \i r ,,/ �i\ / i\{\i r\ / r\y , \i\i\\ \i\i\i y i Y �\ {r Cr r�/\/ 1 /\r \ \r r\r{i \ r\ . /\r \i i\i\r�i ,i , { r ice\ \ \ \ \ \ �{ { „r .,!,rrr. / Mir// rr// / / rr-/ \ \\ \\\ \ \ \" \ \\\ \\..\\ \\\ \\\ \\ HINGE POINT CURB TO REMAIN iirrr„r/r r, //r, rr, /r r EX. A.C. DIKE \\\\ \ \ .\ \ .\ \/ \\`\\ ., \\\\\\\ \ \\ \ .\\\\ \\\ \ \, 5.5 SIDEWALK \ � . \ . � \{\\ \ \\ \ \ \ \ \\/\\ \�\�\\ � \.\\r \% \ r y / /rte/ /r v\/ / / i .� i / / ri r r / /r rr i �'/v/ / �/ �r� /\y / y/ r/ it /iii/ ✓ r� r/\y r\r , SIDEWALK i r r r r /\ri r\i i i (i\ \ \/\{/Of\\i\\\i\\i\u\ \ i\{i\r r\r r\ /\ r\ \\/ ir\ /\�i\� ----�•�-y r� TO BE REMOVED \�' \/`/,�/i\r\r\!��'i�/i�rr�i\�i{/i�iyri\���rir �/ 5.5 SIDEWALK CURB & GUTTER 0.45 A.C. PAVING CURB & GUTTER 45 A C. PAVING 0.40' AGG. BASE 0.40' AGG. BASE CURB & GUTTER 1.65' COMPACTED O.G. TO SECTION - ASHE ROAD D 1.65 COMPACTED O.G. To SECTION - ASHE ROAD F SECTION - ASHE ROAD C 95% RELATIVE DENSITY 95% RELATIVE DENSITY STA. 15+00.60 C.L.-STA. 16+40.35 C.L. STA. 16+40.35 C.L.-STA. HORIZ. 85 C.L. 1 1 1 STA. 19+65.85 C.L.-STA. 22+90.02 C.L. 13 SCALE: 1"=10' HORIZ GALE: 1"=10' HORIZ. Q 1"=5' VERT. ALE: 1"=10' HORIZ. 1 1"=5' VERT. 1"=5' VERT. G 0 CONSTRUCTION NOTES: MOTES: - Q 10 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN - - - - - - - - - - - -PROPOSED SAWCUT LIMIT LINE EASEMENT LEGEND: TS FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT 2O CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 PLANS AND DETAILS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 10 CALTRANS RIGHT-OF-WAY PER RECORD OF SURVEY N0. 3123 IN BOOK 26 OF RECORD -IR FURNISH & INSTALL IRRIGATION CONDUIT O CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL 0.40' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE OF SURVEYS AT PAGE 123. is UNITS STANDARD PLAN RSP A88A CASE A. COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. EXISTING CAL -TRANS R/W PER DOC. NO. FURNISH &INSTALL INTERCONNECT CONDUIT CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. 0205296026 O.R. T�3 T�s T6 FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT O COMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS TR3=N0. 3 1/2 SIZE TR5=No. 5 SIZE TR6=No. 6 SIZE GUTTER LIP TO A DEPTH OF 12". PER C.O.B. STD. S-12, UNLESS NOTED OTHERWISE. ® CURVE NUMBER FOR CURVE DESCRIPTION O SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY 4. RAISE EXISTING SEWER MANHOLES TO FINISHED GRADE. ENGINEER/DESIGN ENGINEER. 4> TAPER NUMBER FOR TAPER DESCRIPTION INSTALL W-31 (CA) SIGN WITH OM4-3 MARKER AT UNIT BOUNDARY �^� 1 OO OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED AT THE SAME ADDITIONAL CON TRUCTION NOTES: 0 ITEM OF WORK -SEE SCHEDULE TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT ® EASEMENT DESCRIPTION UNIT. 14 CONSTRUCT TYPE "A" A.C. DIKE PER PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD A87B, CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS a CALTRANS STANDARD SPECIFICATION 8010-21C-19. CURRENT EDITION. SEE DETAILS ON PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) SHEET 12R. CALTRANS TYPE IV ARROW, LEFT OR RIGHT 15 TRANSITION 6 A.C. DIKE TO FULL 0 AS APPLICABLE, TO BE PAINTED O CONSTRUCT 5.5 COMBINATION SIDEWALK PER C.O.B. STD ST -3 HEIGHT (10" _ ..�_s. L) CO RETE RELOCATE EXISTING POLES BEHIND THE CURB, GUTTER & SIDEWALK M IAN ;� : A I LENGTH REVISION��,'-�S CALTRANS TYPE I ARROW O9 AS DIRECTED BY THE ENGINEER. 0 til :: I E. AS APPLICABLE, TO BE PAINTED � J� ``a. APPROVED BY: ROGER A. McINTOSH DATE NOTE 10 REMOVE AND DISPOSE OF EXISTING A.C. PAVEMENT. n ' R.C.E. A. M EXP. 06/30/16 SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT PAINT DETAIL 22 (DOUBLE -YELLOW) STRIPING USING PAINT PER No. 3 STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT 11 Exp. -3 PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. CALTRANS STANDARD SPECIFICATION 8010-21 C-19. INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN y\� - REVISION ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. 12 A73C WITH W-31(CA) SIGN WITH OM4-3 MARKER. BARRICADE TF0 AU�p�� APPROVED BY: IS TO GO FROM FLOWLINE TO FLOWLINE. IAN SHAW C.E. IV DATE ® QG �3` 1 R.C.E. 32178 EXP. 12/31/16 A.C. PAVEMENT TO BE REMOVED AND DISPOSED. O CONSTRUCT TYPE "M' MEDIAN CURB WITH 10" REVEAL , 13 PER C.O.B. STD. ST -2. UNIT oNLt>f RE.:c ORD RA"'I .. } [D "R1-1" - STOP "W3-1" - STOP AHEAD > VJ)NNN "R3-7" - RIGHT LANE MUST "S5-2" - END SCHOOL ZONE TURN RIGHT "S4-2" - WHEN CHILDREN ARE PRESENT "R26(CA)" - NO PARKING "S4-3" - SCHOOL W "R3 -5R" - RIGHT TURN ONLY "R2-1" - SPEED LIMIT 20 "R4-7" - KEEP RIGHT "R7-9" - NO PARKING/BIKE LANE "R81(CA)" - BIKE LANE "R7-9" - NO PARKING/BIKE LANE "W31(CA)" - END W/OM4-3 MARKER NOTE: "W73A" - RIGHT LANE TURNS RIGHT SIGN NUMBERS ARE FEDERAL CODES "W14-2" - NO OUTLET UNLESS OTHERWISE INDICATED BY "WI -7" - DOUBLE ARROW (CA). (CA) INDICATES CALIFORNIA *WI -6" - SINGLE ARROW CODES. "Wt -1" - CURVE ARROW "W3-3" - SIGNAL AHEAD -- o 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. S- SEWER - REFER TO SEWER & STORM DRAIN PLANS ® SEWER MANHOLE - REFER TO SEWER & STORM DRAIN PLANS. 0 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. • TRACT BOUNDARY UNIT BOUNDARY 15+00 16+00 17+00 19+00 �' I "' ' El `� 20+00 21+00 22+00 23+00 24+00 C� ^1 R/W R R/W R VARIES 64-72.85' PA VARIES t56' -t58' MARIE t56'-65' VARIES VARIES t50' -t52' 6' 1 LANDSCAPE VA IES t50'-58' 6' 1 LANDSCAPE VARIES 55'-63.85' R 1 9' i I i 1 LOT /"� VARIES LANDSCAPE' I / 0'-3 1, 7' VARIES VARIES 41'-57.70' 6' i 2' I 1 i 4'-7' 1 I PROPOSED i i ? Q I2' BLOCK WALL PROPOSED 1 I PROPOSED SEE SEPARATE 2' SEE SEPARA I i BLOCK WALL PLAN 3 I I PLAN 3 I SEE SEPARATE VARIES 2% I 2 MIA EXIST. 13 1 2% EX TO E ENT Q 13 1 PLAN 2.0%3 4% - 4 PAVEMENT SIN' 2% 2% TO REMAIN � 2% 2% 4.1 MAX• MIN- - - - l -a ZO% 2% 41 MAX. G. ,G C G G O O O O \ % 0 o ii o o a o \ G 0 o a i �, r v ✓ :✓u "�,✓, \/Y \ \\ n-\ \ Y /,/ /I JOG r / / HING POINT >, \ \ EXIST. MEDIAN , ✓/ / / HINGE POINT \ \ G a \\ .. \ {ice, 7i\r / \�\/\ \ ., �r{i /\i .,i /\�'\/\/ r r�i \ \i\/\r\y\ . \r\r\r /\y ./ \r\y r r\r\ \r\r \i\ \i\i\, � \ � w / ,\., �\\\\\\\\ \\\\\ \\\\\\\\ \\\ \\\\. \\`.�\\\� r/�./ / rrr/ Y �,/ ✓✓i /✓..rr/�i!•�/r\,;, .., i / r , ✓ r r r r / \i r ,,/ �i\ / i\{\i r\ / r\y , \i\i\\ \i\i\i y i Y �\ {r Cr r�/\/ 1 /\r \ \r r\r{i \ r\ . /\r \i i\i\r�i ,i , { r ice\ \ \ \ \ \ �{ { „r .,!,rrr. / Mir// rr// / / rr-/ \ \\ \\\ \ \ \" \ \\\ \\..\\ \\\ \\\ \\ HINGE POINT CURB TO REMAIN iirrr„r/r r, //r, rr, /r r EX. A.C. DIKE \\\\ \ \ .\ \ .\ \/ \\`\\ ., \\\\\\\ \ \\ \ .\\\\ \\\ \ \, 5.5 SIDEWALK \ � . \ . � \{\\ \ \\ \ \ \ \ \\/\\ \�\�\\ � \.\\r \% \ r y / /rte/ /r v\/ / / i .� i / / ri r r / /r rr i �'/v/ / �/ �r� /\y / y/ r/ it /iii/ ✓ r� r/\y r\r , SIDEWALK i r r r r /\ri r\i i i (i\ \ \/\{/Of\\i\\\i\\i\u\ \ i\{i\r r\r r\ /\ r\ \\/ ir\ /\�i\� ----�•�-y r� TO BE REMOVED \�' \/`/,�/i\r\r\!��'i�/i�rr�i\�i{/i�iyri\���rir �/ 5.5 SIDEWALK CURB & GUTTER 0.45 A.C. PAVING CURB & GUTTER 45 A C. PAVING 0.40' AGG. BASE 0.40' AGG. BASE CURB & GUTTER 1.65' COMPACTED O.G. TO SECTION - ASHE ROAD D 1.65 COMPACTED O.G. To SECTION - ASHE ROAD F SECTION - ASHE ROAD C 95% RELATIVE DENSITY 95% RELATIVE DENSITY STA. 15+00.60 C.L.-STA. 16+40.35 C.L. STA. 16+40.35 C.L.-STA. HORIZ. 85 C.L. 1 1 1 STA. 19+65.85 C.L.-STA. 22+90.02 C.L. 13 SCALE: 1"=10' HORIZ GALE: 1"=10' HORIZ. Q 1"=5' VERT. ALE: 1"=10' HORIZ. 1 1"=5' VERT. 1"=5' VERT. G 0 CONSTRUCTION NOTES: MOTES: - Q 10 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN - - - - - - - - - - - -PROPOSED SAWCUT LIMIT LINE EASEMENT LEGEND: TS FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT 2O CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 PLANS AND DETAILS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 10 CALTRANS RIGHT-OF-WAY PER RECORD OF SURVEY N0. 3123 IN BOOK 26 OF RECORD -IR FURNISH & INSTALL IRRIGATION CONDUIT O CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL 0.40' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE OF SURVEYS AT PAGE 123. is UNITS STANDARD PLAN RSP A88A CASE A. COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. EXISTING CAL -TRANS R/W PER DOC. NO. FURNISH &INSTALL INTERCONNECT CONDUIT CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. 0205296026 O.R. T�3 T�s T6 FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT O COMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS TR3=N0. 3 1/2 SIZE TR5=No. 5 SIZE TR6=No. 6 SIZE GUTTER LIP TO A DEPTH OF 12". PER C.O.B. STD. S-12, UNLESS NOTED OTHERWISE. ® CURVE NUMBER FOR CURVE DESCRIPTION O SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY 4. RAISE EXISTING SEWER MANHOLES TO FINISHED GRADE. ENGINEER/DESIGN ENGINEER. 4> TAPER NUMBER FOR TAPER DESCRIPTION INSTALL W-31 (CA) SIGN WITH OM4-3 MARKER AT UNIT BOUNDARY �^� 1 OO OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED AT THE SAME ADDITIONAL CON TRUCTION NOTES: 0 ITEM OF WORK -SEE SCHEDULE TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT ® EASEMENT DESCRIPTION UNIT. 14 CONSTRUCT TYPE "A" A.C. DIKE PER PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD A87B, CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS a CALTRANS STANDARD SPECIFICATION 8010-21C-19. CURRENT EDITION. SEE DETAILS ON PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) SHEET 12R. CALTRANS TYPE IV ARROW, LEFT OR RIGHT 15 TRANSITION 6 A.C. DIKE TO FULL 0 AS APPLICABLE, TO BE PAINTED O CONSTRUCT 5.5 COMBINATION SIDEWALK PER C.O.B. STD ST -3 HEIGHT (10" _ ..�_s. L) CO RETE RELOCATE EXISTING POLES BEHIND THE CURB, GUTTER & SIDEWALK M IAN ;� : A I LENGTH REVISION��,'-�S CALTRANS TYPE I ARROW O9 AS DIRECTED BY THE ENGINEER. 0 til :: I E. AS APPLICABLE, TO BE PAINTED � J� ``a. APPROVED BY: ROGER A. McINTOSH DATE NOTE 10 REMOVE AND DISPOSE OF EXISTING A.C. PAVEMENT. n ' R.C.E. A. M EXP. 06/30/16 SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT PAINT DETAIL 22 (DOUBLE -YELLOW) STRIPING USING PAINT PER No. 3 STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT 11 Exp. -3 PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. CALTRANS STANDARD SPECIFICATION 8010-21 C-19. INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN y\� - REVISION ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. 12 A73C WITH W-31(CA) SIGN WITH OM4-3 MARKER. BARRICADE TF0 AU�p�� APPROVED BY: IS TO GO FROM FLOWLINE TO FLOWLINE. IAN SHAW C.E. IV DATE ® QG �3` 1 R.C.E. 32178 EXP. 12/31/16 A.C. PAVEMENT TO BE REMOVED AND DISPOSED. O CONSTRUCT TYPE "M' MEDIAN CURB WITH 10" REVEAL , 13 PER C.O.B. STD. ST -2. UNIT oNLt>f RE.:c ORD RA"'I .. } [D > N� > > VJ)NNN V) > W C.D Q it Z ujLa o2, w w ~ mLnw U% g V z p U C U z ME mm p Z Y�!4 ] C O V L W p W W V m >CSj<UVNO m C) La c-4 to 3 N V a. N O N to tr p LY] W m cd tlu-j 0 C.3 0 ci C.3 C5 C.3 ZLLI W atLaa�a 0t0ty�,�0t0ty,��00 En sssLuss En tWn tWn W �m�mom W W W W W r- 00000 N 0 0 0 0 0 0 0 8 0 JJ 1 Z 00 I I 0o 8 i } I N oo I o0 c --V v) V) I r, S.W. OR. SEC. 34 30/27 X. SIGNAL - T TO REMAIN ��\ 0 ENTRANCE FIELD � O � O JJ M O ~ � N J -.� O 9 ori r o °° J o o �' "0 1800 Q ODM o_j N M mm o F- 0 110 cli MJU zU JU JV M J JOJC3 _j 0 o0 pW F"wp Qm0 WtOD W� Q�0 WtA QN w0) W� 0 3 CO �,°�° r-Iaoo 0 o J00 ~ O CO WOW) M to > O O M o Q Qa zZ� ��- Z� Li z^ wz + w0, w03 wt~n oc�a Qad oa Z� zz^ oa w m i c�'K v~i w N EXIST. DETAIL 39 TO REMAIN m, z w 21 z z, ,= m W m to - W to w !n tn. _ -- - -- -- - - cn +m 24 17 20 REMOVE EXIST. DETAIL 22(T) 8 TYP ? d a I EX DETAIL 22(T) I EW DETAIL 22( i N0�5'27"E NEW DETAIL 9 � _ 40.00' _T- 1+0 1.57.81' 12+00 OV - -282.21 _ _ 14++000 EMOVE EXIST. DETT AIL 276(7) _ EW DETAIL 278(T) `N 1 U I `n ----- - ---- - I ==4== I_ X X = _-- __ _ - -_-_ 7 " E FUTURE NEW EDGE OF PAVEMENT CURB & GUTTER SEE SHEET 13R EXISTTN+( A../DIKE EXISTING CAL -TRANS R/W PER F TO RE DOC. # 0205296026 O.R. I I I o ... .. . , _ . , , , . j NEW DETAIL 37B NEW DETAIL 9 -H REMOVE EXIST. DETAIL 278(7) _ EXIST NOO'25'27"E - - - - - 16+00 - - - - - - - - - - - ` - - - - - REMOVE _DETAIL 276(7) _ ----------------485.83'- ---: �20+00 15 00 EW DETAIL 24 iv f 17+00 1$+00 19+00 -- - - - - 16 NEW DETAIL 38 r 16 L i 20 7 --NEW DETAIL 9LO ' 19 DETAIL 39 NO 7 DETAIL 38 I R7-9 FL R7-9 73' 66 ii I � N (NOT A PART) i I m N NN 1 I ii I p s Ni I EXISTING HOUSE I N 0 r- �Q II m N- Wm I I J CO QW III I N-1 J JJ mN I I tQ-ao WO !!II JU QC.3 QV w+ I poi rx o3 I!! I ¢p w� Woi z� PLEASE REFER TO o M 3 4 3; Z Z Z SR -119 (TWT HIGHWA)] Z o Z o Z w N ASHE ROAD W� , W m STREET IMPROVEMENT PLANS z " W W ~ (STA. 10+00.00 C.L. TO 25+00.00 C.L) m N m (n m to SCALE: 1" = 50' HORIZONTAL V STRIPING LEGEND: �_: 0 o F n 0 O o O - - - - - - - - RIGHT OF WAY v Q hz N O M M v 000 0 � 0, F-- O M J 'h 'h SEE SR -119 (TAFT HIGHWAY) ' TRACT NO 6758 DN �02 WQ of WQ c6 `4 o M N o co J co - - - - - - - - - - - STREET IMPROVEMENT PLANS STREET IMPROVEMENT PLANS ,� �`' Q U w v W -' v Lu o 1111ii� FD. K.C.S. CONIC. MON. I > o N a,~ a W o W v EX. HANDICAP DOWN 24" FOR WITNESS I m 3 rn 0 0 6 0 co Ja RAMPS CORNER 40' NORTH OF m Z N uj Z+ w z N >o M O O I S.W. COR. SEC. 34, 30/27 EX. R/W z z^ z z z z w ( PER R/S BK. 15, PG. 178 m m N w w� w w o Q - Q Q m - J EX CURB & GUTTER - - w (~n I I X DET 38A(EW DETAIL 38A(7 \ 16 18 18 i J V ��\ 0 ENTRANCE FIELD � O � O JJ M O ~ � N J -.� O 9 ori r o °° J o o �' "0 1800 Q ODM o_j N M mm o F- 0 110 cli MJU zU JU JV M J JOJC3 _j 0 o0 pW F"wp Qm0 WtOD W� Q�0 WtA QN w0) W� 0 3 CO �,°�° r-Iaoo 0 o J00 ~ O CO WOW) M to > O O M o Q Qa zZ� ��- Z� Li z^ wz + w0, w03 wt~n oc�a Qad oa Z� zz^ oa w m i c�'K v~i w N EXIST. DETAIL 39 TO REMAIN m, z w 21 z z, ,= m W m to - W to w !n tn. _ -- - -- -- - - cn +m 24 17 20 REMOVE EXIST. DETAIL 22(T) 8 TYP ? d a I EX DETAIL 22(T) I EW DETAIL 22( i N0�5'27"E NEW DETAIL 9 � _ 40.00' _T- 1+0 1.57.81' 12+00 OV - -282.21 _ _ 14++000 EMOVE EXIST. DETT AIL 276(7) _ EW DETAIL 278(T) `N 1 U I `n ----- - ---- - I ==4== I_ X X = _-- __ _ - -_-_ 7 " E FUTURE NEW EDGE OF PAVEMENT CURB & GUTTER SEE SHEET 13R EXISTTN+( A../DIKE EXISTING CAL -TRANS R/W PER F TO RE DOC. # 0205296026 O.R. I I I o ... .. . , _ . , , , . j NEW DETAIL 37B NEW DETAIL 9 -H REMOVE EXIST. DETAIL 278(7) _ EXIST NOO'25'27"E - - - - - 16+00 - - - - - - - - - - - ` - - - - - REMOVE _DETAIL 276(7) _ ----------------485.83'- ---: �20+00 15 00 EW DETAIL 24 iv f 17+00 1$+00 19+00 -- - - - - 16 NEW DETAIL 38 r 16 L i 20 7 --NEW DETAIL 9LO ' 19 DETAIL 39 NO 7 DETAIL 38 I R7-9 FL R7-9 73' 66 ii I � N (NOT A PART) i I m N NN 1 I ii I p s Ni I EXISTING HOUSE I N 0 r- �Q II m N- Wm I I J CO QW III I N-1 J JJ mN I I tQ-ao WO !!II JU QC.3 QV w+ I poi rx o3 I!! I ¢p w� Woi z� PLEASE REFER TO o M 3 4 3; Z Z Z SR -119 (TWT HIGHWA)] Z o Z o Z w N ASHE ROAD W� , W m STREET IMPROVEMENT PLANS z " W W ~ (STA. 10+00.00 C.L. TO 25+00.00 C.L) m N m (n m to SCALE: 1" = 50' HORIZONTAL V STRIPING LEGEND: �_: 0 o F n 0 O o O - - - - - - - - RIGHT OF WAY g6 CAL -TRANS TYPE VII ARROW 0 � m LEFT OR RIGHT AS APPLICABLE 'h 'h EDGE OF PAVEMENT PAINT NOSE OF NEW A.C. DIKE WITH SOLID. "STOP" MARKING PER CAL -TRANS STANDARDS - - - - - - - - - - - -FUTURE MEDIAN 4m BIKE LANE MARKING 1111ii� BIKE LANE MARKINGS PER CAL -TRANS STANDARDS EXISTING MARKINGS J 0 CAL -TRANS TYPE IV ARROW iiiiiiiiiiii EXISTING STRIPE REMOVAL s ALL TEMPORARY STRIPING AND MARKING DESIGNATED LEFT OR RIGHT AS APPLICABLE DETAILS O O O I CAL -TRANS TYPE 1 (10) ARROW o0 0 ( CAL -TRANS TYPE VI ARROW ,o' 0C) Ld o LEGEND: ABBREVIATIONS F.L. FLOWLINE P.O.V.C. POINT ON VERTICAL CURVE C.L. CENTERLINE B.V.C. BEGIN VERTICAL CURVE ELEV. ELEVATION E.V.C. END VERTICAL CURVE B.C.R. BEGIN CURB RETURN P.I. POINT OF INTERSECTION E.C.R. END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE B.C. BEGIN CURVE PCC POINT OF COMPOUND CURVATURE E.C. END CURVE TC TOP OF CURB P.I.V.C. POINT OF INTERSECTION T.P. TOP OF PAVEMENT OF VERTICAL CURVE F.C. FINISH CONCRETE Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. Q EXISTING SURVEY MONUMENT + FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. + FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. o FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. DET. ST -14. SECTION DESIGNATION: SECTION LETTER k.-- -- A _2 SHEET WHERE SECTION IS SHOWN \'-PA �_: 0 o F n 0 O o O N DELTA na�.r7 o 0 � m N i 17 PAINT NOSE OF NEW A.C. DIKE WITH SOLID. J 3 PROPOSED BLOC WALL N 4m 2 EXISTING CAL -TRANS R/W PER DOC. NO. 01Ld 1g SEE WALL PLANS OR J 0 L3 I M I s ALL TEMPORARY STRIPING AND MARKING DESIGNATED I DETAILS O O O I ( o0 0 ( \� ,o' 0C) Ld o Q 04 Q Z M \O U m U OO00 I mr I 3.- \ zco Z(p i J V `J'J 1 N I F o,J Q0 I 51 '�W�¢N Q Lu I //�/� oED M oM 54 I J� w0 M m: C14 Q 521 wM i 30 I 3M 3�ti V) \ (n EX CURB & GUTTER z� + z+ � ZN ZN zNl I - - - -�EX _ --_ I F<t c�� cn_ Wo ui o ori cn z Z (STA. 25+00.00 C.L. TO 36+38.11 C.L.) SCALE: 1" = 50' HORIZONTAL J Q o O z �- z_ W(n WN o O N DELTA U- W o 0 o M Q CALTRANS RIGHT-OF-WAY PER RECORD OF N 17 PAINT NOSE OF NEW A.C. DIKE WITH SOLID. J 3 TO BE THERMOPLASTIC PAINT PER CALTRANS 3 in F- W YELLOW 2 EXISTING CAL -TRANS R/W PER DOC. NO. 01Ld 1g EXISTING STRIPINGS AND MARKINGS TO REMAIN. 0205296026 O.R. W I N Z= I M I s ALL TEMPORARY STRIPING AND MARKING DESIGNATED U NEW MEDIAN CURB - SEE SHEET 13R. O O O I J 4 ( O J 00 J Q 04 Q Z M \O U m U QU I mr I 3.- Ci SHALL VERIFY THAT CONDITIONS REMAIN THE SAME AS Qm N I O SHOWN IN THE APPROVED PLANS. SHOULD CONDITIONS BE N I MJ N o,J 00 cr r+ co 0 + Q Lu I Z m Z m R/W- J� w0 M m: C14 Q L C4 i 30 I I 3�ti V) I Wo (n EX CURB & GUTTER i ¢ Q � ZN ZN zNl - - - -�EX _ --_ _ _ EXIST DETAIL 39 TO REMAIN F<t c�� cn_ Wo ui o ori cn U I 1 3+ - 3+ - - - - - U M w� L5 W�1 EXIST. DETAIL 38 TO REMAIN UJ 0) W O wM Y UU Y EXIST. DETAIL 39 TO REMAIN REMOVE EXIST. DETAIL 22(T) m(_ TEX.EDIAN CURB ■ _ _ _ _ _ DETAIL 9 REMOVE EXIST. DETAIL 27B(T) �' NEW1011,14 = Uj z 4110 41, _ NEW DETAIL 38 Lu M C. + +0a _ 419.43' W N00'25 U D - - ---16-=--N - --W00'25'27"E -- �-} - - - - - - --- --_ - - - --_ __ -- - W N N% Z _'�'-NEW _ ` 19 r �- M C. En DETAIL 9 ;n � 22 a+W N w W m m e a I V m o C.3 u-) NEW DETAIL 39 ASHE ROAD/ DETAIL 39 .� CD p(. DETAIL 39 TO REMAIN cr CD -W C-0 IY TRACT BOUNDARY W I FL Cl K o C C R26(CA)/R81(CA) 634G5 ....-R/W R7-9 W (n (n W N W N W (n W (n Q C)AVENUEo O TR, z �- z_ W(n WN z_ PROVINCETOVIRVim N DELTA �• o 0 o NEW PAVEMENT MARKING - SEE LEGEND. Q CALTRANS RIGHT-OF-WAY PER RECORD OF ' ALL PERMANENT STRIPING & PAVEMENT MARKINGS 17 PAINT NOSE OF NEW A.C. DIKE WITH SOLID. SURVEY N0. IN BOOK 26 OF RECORD T OF SURVEYS AAT PAGE 123. TO BE THERMOPLASTIC PAINT PER CALTRANS 3 in F- W YELLOW 2 EXISTING CAL -TRANS R/W PER DOC. NO. 1111 IfI1 1g EXISTING STRIPINGS AND MARKINGS TO REMAIN. 0205296026 O.R. W I N Z= I M 0 06 s ALL TEMPORARY STRIPING AND MARKING DESIGNATED 1g NEW MEDIAN CURB - SEE SHEET 13R. O O O I o er 4 ( O NEW A.C. DIKE - SEE SHEET 13R. J I i Q dl 21 QU aCU QU I MEDIAN CURB PER TRACT 6757 Lu SHALL VERIFY THAT CONDITIONS REMAIN THE SAME AS TRAFFIC SIGN PER TR. 6757. SHOWN IN THE APPROVED PLANS. SHOULD CONDITIONS BE I MJ a, o,J co Q Lu WN 0� Ju 55 J40 J� o o i 30 I 30 3�ti I Wo Wo i o U S 20' 20 ZN ZN zNl Z n .ci o Wo ui o ori U I 1 3+ 3+ 3+ U U M w� L5 W�1 UJ 0) W O wM Y UU Y O U mW m(_ m(n Q C)AVENUEo O TR, z �- z_ W(n WN z_ PROVINCETOVIRVim N DELTA �• W�53 ------------- 3388 •P^ER" TRS. 6757 N IK 36+00 1 ZS)TYP. PROPOSED BLO�K WALL PA ADDITIONAL CONSTRUCTION NOTES: EASEMENT LEGEND: N DELTA �• 0 M00 ' SEE CALTRANS TRAFFIC MANUAL FOR DETAILS 16 NEW PAVEMENT MARKING - SEE LEGEND. Q CALTRANS RIGHT-OF-WAY PER RECORD OF ' ALL PERMANENT STRIPING & PAVEMENT MARKINGS 17 PAINT NOSE OF NEW A.C. DIKE WITH SOLID. SURVEY N0. IN BOOK 26 OF RECORD T OF SURVEYS AAT PAGE 123. TO BE THERMOPLASTIC PAINT PER CALTRANS 3 in F- W YELLOW 2 EXISTING CAL -TRANS R/W PER DOC. NO. STANDARD SPECIFICATION ON SECTION 84, 1g EXISTING STRIPINGS AND MARKINGS TO REMAIN. 0205296026 O.R. CURRENT EDITION. N Z= I s ALL TEMPORARY STRIPING AND MARKING DESIGNATED 1g NEW MEDIAN CURB - SEE SHEET 13R. I WITH (T) SHALL BE STRIPING TAPE (SSP) OR o er 4 WATERBOURNE PAINT. ALL OTHER STRIPING AND ©p NEW A.C. DIKE - SEE SHEET 13R. MARKING SHALL BE THERMOPLASTIC PER CALTRANS Q STANDARD SPECIFICATION ON SECTION 84, 21 FURNISH AND INSTALL TRAFFIC SIGN CURRENT EDITION. " PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE PROJECT m MEDIAN CURB PER TRACT 6757 Lu SHALL VERIFY THAT CONDITIONS REMAIN THE SAME AS TRAFFIC SIGN PER TR. 6757. SHOWN IN THE APPROVED PLANS. SHOULD CONDITIONS BE CHANGED, A REVISED STRIPING PLAN SHALL BE SUBMITTED ® REMOVE ALL EXISTING GORE STRIPING i TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING. IN THIS LANE. s ------------- 3388 •P^ER" TRS. 6757 N IK 36+00 1 ZS)TYP. PROPOSED BLO�K WALL PA CURVE I RADIUS SEE WALL PLLAAtt11S FOR DETAILS I DELTA �• 0 M00 nI O �Q C.f �� • J .J ^ ^ Q U M I J 00 00 J / 3 I I 3 in F- W o- w m o W oM OO 3 N Y. 2 3 N Z= I N ( wN Z W� I w � I o er 4 m (n w (~i�UNF � 3 Q 1 II MCKEE ROAD 38 1 DETAIL 38 PER TR. 6757 F- N -j N O O J w J o U 7vn LLj X po 18 ¢ o > + O + O -_ W o N W -H fi7 UtIAIL .SFS F'tK IK. 6/57' --�' REMOVE EXIST. DETAIL 276(7) 37+00 DETAIL 22 PER TR. 6757 39+00 38+00 40+00 DETAIL 27B PER TR. 6757 � FD. K.C.S. 2" BRASS CAP - - - - - - - - - - - - - - - DOWN 24" FOR W 1/4 COR. SEC. 34, 30/27 PER R/S BK. 15, PG. 178 I i CURVE TABLE CURVE I RADIUS r TANGENT DELTA M 0 M00 0 28 J O� Q \J _l 00 Q U MW J .J ^ ^ Q U O co co lj 0 5 9.,N-FZN�� WLn zu WN 3 in F- W o- w m o W ao -- --z 3 �+3 r+� o Z= N Z= N W zQZ< = V W� En Wm CO F- N -j N O O J w J o U 7vn LLj X po 18 ¢ o > + O + O -_ W o N W -H fi7 UtIAIL .SFS F'tK IK. 6/57' --�' REMOVE EXIST. DETAIL 276(7) 37+00 DETAIL 22 PER TR. 6757 39+00 38+00 40+00 DETAIL 27B PER TR. 6757 � FD. K.C.S. 2" BRASS CAP - - - - - - - - - - - - - - - DOWN 24" FOR W 1/4 COR. SEC. 34, 30/27 PER R/S BK. 15, PG. 178 I i CURVE TABLE CURVE I RADIUS LENGTH TANGENT DELTA 1 90.00' 144.51' 93.20' 92'00'00" LEGEND: (CONT.; LEGEND: CONSTRUCTION NOTES: Rt 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 "Rt -1" -STOP "W3-1" -STOP AHEAD �- TS FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT 20 CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 "R3-7" - RIGHT LANE MUST 'S5 -Y - END SCHOOL ZONE_IR FURNISH & INSTALL IRRIGATION CONDUIT CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL TURN RIGHT "S4-2" - WHEN CHILDREN ARE PRESENT UNITS STANDARD PLAN RSP A88A CASE A. `R26(CA)' - NO PARKING "S4-3" - SCHOOL �� FURNISH & INSTALL INTERCONNECT CONDUIT CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. 'R3 -5R' - RIGHT TURN ONLY :R2-1" - SPEED LIMIT 2 T63 T Tis FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT COMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND "R4-7` - KEEP RIGHT R7-9" - NO PARKING IKE LANE "R81(CA)" - BIKE LANE 'R7-9" - NO PARKING/BIKE LANE TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE GUTTER LIP TO A DEPTH OF 12". "W31(CA)' - END W/OM4-3 MARKER NOTE: ® CURVE NUMBER FOR CURVE DESCRIPTION Q SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY "W73A" - RIGHT LANE TURNS RIGHT SIGN NUMBERS ARE FEDERAL CODES ENGINEER/DESIGN ENGINEER. "WI4-Y - NO OUTLET UNLESS OTHERWISE INDICATED BY # TAPER NUMBER FOR TAPER DESCRIPTION INSTALL W-31 (CA SIGN WITH OM4-3 MARKER AT UNIT BOUNDP"V "WI -7" - DOUBLE ARROW (CA). (CA) INDICATES CALIFORNIA O OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED AT THE SAM "WI -6` - SINGLE ARROW CODES. ® Illlrl OF WORK -SEE SCHEDULE TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJA "WI -1` -CURVE ARROW "W3-3" - SIGNAL AHEAD # EASEMENT DESCRIPTION UNIT. CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER -- 0 STORM DRAIN -REFER TO SEWER &STORM DRAIN PLANS SEE DETAILS ON PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) CALTRANS STANDARD SPECIFICATION 8010-21C-19. STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS SHEET 12R. CALTRANS TYPE IV ARROW, LEFT OR RIGHT � � AS APPLICABLE, TO BE PAINTED ® CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. RELOCATE EXISTING POLES BEHIND THE CURB, GUTTER & SIDEIA CALTRANS TYPE I ARROW OO AS DIRECTED BY THE ENGINEER. s SEWER - REFER TO SEWER & STORM DRAIN PLANS AS APPLICABLE, TO BE PAINTED ® REMOVE AND DISPOSE OF EXISTING A.C. PAVEMENT. SEWER MANHOLE - REFER TO SEWER & STORM DRAIN PLANS. NOTE; 10 SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT PAINT DETAIL 22 (DOUBLE -YELLOW) STRIPING USING PAINT PER (�} SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT 11 CALTRANS STANDARD SPECIFICATION 8010-21C-19. PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. TRACT BOUNDARY INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. 12 A73C WITH W-31(CA) SIGN WITH OM4-3 MARKER. BARRICADE UNIT BOUNDARY IS TO GO FROM FLOWLINE TO FLOWLINE. ® A.C. PAVEMENT TO BE REMOVED AND DISPOSED. 13 CONSTRUCT TYPE "M' MEDIAN CURB WITH 10" REVEAL PER C.O.B. STD. ST -2. V NOTES: 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN PLANS AND DETAILS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 0.40' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. S-12, UNLESS NOTED OTHERWISE. 4. RAISE EXISTING SEWER MANHOLES TO FINISHED GRADE. vrt rr 3 LI R.C.E. 33322 EXP. 06/30/16 REVISION ` APPROVED BY. ' MA IAN SHAW C.E. IV DATE R.C.E. 32178 EXP. 12/31/16 is 0 M � Q � 0 20-0 Z OL I Q J uj W U 00 LSI c� 04 Of W Y Q m Q Cl }»»oo M U) cn (% N J n. a O 0 V Z dc o 1-- = V 9 FW- W v cc � � Q b0Lij m Lu ISI z Q s N 0 I, o o o U S a' Z � C) C• U ZO Q U U M Z O _ W Y UU Y O U Q 0 L j = Uj z fn Lu M Z Q W U C U D O w W N N% Z �fRlnN C. a+W w W m m e a V m o C.3 ci U Z CD cr CD -W C-0 IY W WW Cl K o C C C W (n (n W N W N W (n W (n Lu> Lu Lu w W 0' W O' W 0' W O' W W CC W CC n 0 n n n n- cc CD W d - Cc 1r 0, Z J n. a O 0 V Z o 1-- = V FW- W v cc � � Q b0Lij m ISI ~ Q s N 0 I, o o o U S a' cc CD W d - Cc 1r 0,