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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 AK 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 5TST-13> ST -18, D-14, D-16, T-1 KERN COUNTY CALIFORNIA Prior to the addition of asphalt binder, the combined mineral aggregate for Type A 3. REFER TO INDIVIDIVID UAL 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. CONSTRUCTION Asphalt binder for Type A (modified) asphalt concrete shall be AR -8000 viscosity graded Q TO BE INSTALLED Ras halt unless otherwise directed b the En ineer. As halt binder for T e B m p y g p Type (modified) asphalt concrete shall be AR -4000 viscosit raded as halt unless otherwise directed b the @ EXISTING Y9 P Y 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 Standard INSTALL STANDARD STREET NAME SIGNS PER C.O.B. STD. T-1 FOR Specifications. INSTALL METRO SIZE STREET NAME SIGNS PER C.O.B. STD. T-1 kaVIs1oN -0- ARbVEt� B`(: , When directed by the City Engineer, aggregate conforming any the grading INSTALL STANDARD STREET LIGHTS, 9500 LUMEN H.P.S.V. ROCC, R A. MG/nl'�oSH 1>_TI> requirements in Section 39-2.02, "Aggregate", of the Standard ED INSTALL STANDARD STREET LIGHTS, 5800 LUMEN H.P.S.V. pp Specifications shall be used f2,C,E. 33322 �P. �/3O/rfo to surface intersections, tapers, and other areas where thin layers of asphalt concrete are TRACT 6758 being constructed. 6. INSTALL TYPE "B" CURB AND GUTTER, PER C.O.B. STANDARDS, ON ALL STREETS UNLESS OTHERWISE NOTED. The amount of asphalt binder to be mixed with the mineral aggregate shall be determined by REVr5r0►.1 the Contractor in accordance with California Test Method 367 using samples of materials 7. INSTALL 4.5' SIDEWALK ON ALL STREETS UNLESS OTHERWISE NOTED. proposed for use in the work. The amount of asphalt binder shall be approved by the UNITS 1 4 1.2/,4N SHA ,W C.�. V 1>^76Engineer. 8. SEWER LATERAL LOCATIONS TO BE STAMPED S INTO THE CURB FACE OVER ( ) R.C.E, 3ZI79 !✓XP r�, At least 14 days prior to the start of work, the Contractor shall submit the following for the EACH SEWER LATERAL. engineer's review and approval: 9. INSTALL ADDITIONAL # 3-1/2 PULL BOX FOR STREET LIGHTS AT P.G.& E. i SERVICE POINT. ALL PULL BOXES TO BE INSTALLED ON A GRAVEL BED A I $ own a. A list of aggregate and asphalt sources. 6 ' 2 3 4 7 9 J o 9 MINIMUM OF 6" THICK. 5 69 0 1 5 6 8 9 10 11 12 13 14 15 16 11 10 9 v> 7 i b. Documentation verifying that the aggregates to be incorporated in the work conform 10. INSTALL HANDICAP RAMPS PER CALTRANS 2002 REVISED DUAL UNITS , - _ 2 0 _ 3 8 6 to the requirements of Section 39-2.02, "Aggregate," of the Standard STANDARD PLAN RSP A88A CASE A. _ _'! -- -- - - Specifications and these special provisions. Material sieve analysis and sand 4 _ _ CAPE COD AVENUE-------- equivalent VENUE- --- 11. ALL MANHOLE AND LAMPHOLE FRAME AND COVERS SHALL BE SET 1/4" BELOW - - " - _ equivalent test results should not be older than six (6) months. All other test PAVEMENT GRADE. II - 5 results should not be older than one {1) year. 3 7 68 67 66 65 64 W 29 28�27726 25 24 23 22 21 20 19 18 17 12 & 23T 24 1I1 RT 2. UNDERGROUND SERVICE ALE SHALL BE CONTACTED AT LEAST 2 WORKING o I r I T 4 8 C. An asphalt concrete mix design determined in accordance with California Test 367. DAYS PRIOR TO CONSTRUCTION. 1-800-227-2600. oa 1 I' I _I _I_ I _I� I I _ I I _IUp� U_ 122 I I I I I I_ 1 I � 22 I 25 I Laboratory test results on which the design is based shall be submitted with the mix W 2 I I I 1 I 1 1 I I I I I design along with the theoretical maximum density of the design mixture as 13. WARNING/REGULATORY SIGNS: SIGN PANELS SHALL BE MOUNTED ON POSTS I 8 9 60 61 62 63 I Z 30 31 32 13 I -) I determined by ASTM D2041. The asphalt concrete mix shall meet the requirements 1 3 I ! 35 36 37 38 39 40 41 42 t 21 I 26 of Section 39-2.02, "Aggregate," of the Standard Specifications and these special WITH HAWKINS M2G SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR - J_16.34 10 2 �LJ I .. EQUAL. ROADSIDE SIGNS INSTALLED PER STD. T-19 SHALL BE LOCATED WITHIN _ L �_I_ provisions. If the data submitted shows that the materials are substantially the same SIDEWALK 6" FROM BACK. - - - - =-��- - _:- _ �T" - 20Uu�1� 127 ' as when the design was prepared, the design may be up to three (3) years old. The L+� W _ _ - _ _ �RQVINCETOWN AVENUE - - �- - I _I_ �. F 1 8 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 < 56 10� 19 28 -- PUBLIC WORKS DEPT. FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED I 59 58 57 56 55 54 53 52 51 w 50 I----�1SIiIN1ULL AVE Where new asphalt concrete pavement is to conform to existing paved surfaces, the existing T RIGHT-OF-WAY. N R Y A IVI I N AGREEMENT, 49 48 47F46 45 44 43 14S EEU LESS SECU EDB SUBD S 01I � 18 29 pavement shall be saw cut.I 55 1 11 1 I� �1 I 11 SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK ..-.-� PERFORMED WITHIN THE RIGHT-OF-WAY AND INSURANCE SHALL BE POSTED I I 1� l Imo'-�I'"i�� _� I -- 1 41 A prime coat will not be required on non -paved areas to be surfaced prior to the placement 12 17 30 of asphalt however, all other requirements of Section 39-4.01, "Subgrade," of the Standard PRIOR TO ISSUANCE OF THE PERMIT. I 54 14 1 15 16 17 18 19 20 21 22 Y 23 24 25 26 27 28 29 30 15 -i- 7 40 Specifications shall be met. 15. AGGREGATE BASE: AGGREGATE BASE MATERIAL FOR ARTERIAL & COLLECTOR 13 53 I I 4 U F 3 ATHAYYAY I I A I 16 5 31 13 -- L_ .L�I_I i - - - - � 39 ROADWAYS SHA L MEET THE SPECIFICATIONS FOR CLASS 2 AGGREGATE BASE - The area to which paint binder has been applied shall is closed to public traffic. Care shall (CL 2 AB) CONFORMING TO SECTION 26 OF THE STATE STANDARD SPECIFICATIONS, I limits taken to avoid tracking binder material onto the existing pavement surface beyond the LATEST EDITION; HOWEVER, NO RECYCLED OR RECLAIMED MATERIAL WILL BE 52 ' 43 limits of construction. ALLOWED. BASE MATERIAL IN LOCAL ROADS SHALL BE EITHER CL 2 AB OR 1 ` 10 42 37 I t - - _ _ + 36 35 34133 32 31 32I 37 Pavingjoints shall match stripe locations unless otherwise permitted b the Engineer. CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200-2.4 OF I. 1 � !33F,]435 36 1 P P Y 9 _ I = I I / 51 48 t 46 1 THE "GREENBOOK". t F� / t 47 44 41 � Intersections and tapered shoulders shall be surfaced as directed by the Engineer. Additional I� / 50 49 12 t __4_5 _ _ 1 38�-•-.�.-� 12 asphalt concrete shall be placed at road connections and private drives, where shown on the AGGREGATE BASE SHALL BE FURNISHED AND PLACED IN ACCORDANCE WITH 1 2 3 4 5 plans and as directed by the Engineer, and hand raked, if necessary, and compacted to form THE CONTRACT PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS 45 40 39 6 7 8 9 10 11 smooth, tapered connections. CONSTRUCTION AND THESE DETAILED SPECIFICATIONS. AGGREGATE BASE l 1 _ _,� - 5 Ur,� �L 4 8 _uii SHALL BE GRADED TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95% j - -- - The field densityof compacted asphalt concrete shall be determined b OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D-1557. - - - - P P Y� I 37 11 ATCHV�LE AVEN _ I 14 a. A properly calibrated nuclear asphalt testing device in the field, or 16. SUBGRADE PREPARATION: THE CONTRACTOR SHALL FINE GRADE AND COMPACT36 29 28 20 WI15 STREET SUBGRADE IN ACCORDANCE NTH THE CONTRACT PLANS, CITY -- 19 1$ 17 b. ASTM D1188 when slabs or cores are taken for laboratory testing. Zinc stearate may REQUIREMENTS AND STANDARD SPECIFICATIONS. SUBGRADE SHALL BE GRADED 30 27 I ii IIN 21 -I 16 fl be substituted with paraffin. TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95% OF THE MAXIMUM? , NOT A PART 35 I - -- - DRY DENSITY IN ACCORDANCE WITH ASTM D-1557. MATCH PAVING In case of dispute, method b above shall be used. i� 31 _26 9 I 22 Where the compacted thickness of a layer of asphalt concrete is 0.15 foot or I 17. DUST CONTROL j �� 34 f -2 -1 p y p less, paving CONTRACTOR SHALL OBTAIN A COPY OF THE DUST CONTROL PLAN (DCP) 1 � 33 32 \� 1 25 WATER I I SUMP operations shall be conducted in such a manner that, at the end of each work shift, the # i FOR THIS PROJECT FROM THE DEVELOPER, AND SHALL KEEP A COPY ON length of pavement along the longitudinal drop-off between adjacent lanes is not greater ; I � _ _ _ _ WELL SITE AT ALL TIMES. FOR THE DURATION OF CONTRACTOR'S OCCUPANCY ____� than that which can be surfaced during the following shift of i �-_ _--- _ ` _ - _ - _ _SITE - -- - - - OF THE SITE, CONTRACTOR IS REQUIRED TO COMPLY WITH THE ? �- ------sm=�--a_--__ -- -- __ normal paving operations. Additional asphalt concrete shall be placed along the transverse - - - - - drop-offs on each lane. Such additional asphalt concrete shall be hand raked and compacted PROVISIONS OF SAID PLAN. to form temporary conforms before the lanes are opened to public traffic. Kraft paper, or -'- 18. STORM WATER POLLUTION PREVENTION - other approved bond breaker, may be placed under conforms to facilitate the removal of the I I i 19 conforms when paving operations resume. CONTRACTOR SHALL OBTAIN A COPY OF THE STORM WATER POLLUTION TAFT HIGHWAY - SR-iE p g p TO BE CONSTRUCTED PER DENOTES SHEET NUMBER KEY MAP PREVENTION PLAN (SWPPP) FOR THIS PROJECT FROM THE DEVELOPER, SEPERATE SET OF PLANS Where 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 ALL PHASES IN THIS PROJECT SHALL 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 BE CONSTRUCTED SIMULTANEOUSLY. SCALE: 1"=200' 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. INDEX OF SHEETS 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 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. adjacent lanes. Such additional asphalt concrete shall be hand raked and compacted to form SHEET TITLE SHEET TITLE temporary conforms before the lanes are opened to public traffic. Kraft paper, or other 20_ CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL ALONG CITY STREETS 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 1. COVER SHEET 8. ASHINTULLY AVENUE, BOUNTY LANE & CABOT WAY conforms when paving operations resume. HOLIDAYS. TRAFFIC CONTROL SHALL CONFORM TO THE GUIDELINES OF THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION'S "MANUAL 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 /N19. CALYPSO WAY, COASTAL LANE & SURFSIDE STREET density as determined by ASTM D-2041. In-place density shall be determined in accordance AND CITY STANDARDS. ONE LANE FOR EACH DIRECTION OF TRAFFIC SHALL with California Test 375. BE MAINTAINED AT ALL TIMES. THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE START 32, 3, CAPE COD AVENUE & WELLFLEET DRIVE10. & PILGRIM HEIGHTS DRIVE 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 than 94 percent of the maximum theoretical density, the contractor will be advised that the CITY INSPECTION BE PROVIDED UNTIL SAID TRAFFIC CONTROL PLAN HAS BEEN required relative compaction is not being attained and that the materials or procedures or APPROVED BY THE CITY ENGINEER. L� /Z 4• HATHAWAY AVENUE 11. MIKASA LANE & TONSET STREET both, if needed, need adjustment. Asphalt concrete spreading operations shall not continue until the Contractor has notified the City Engineer of the BENCH MARK : adjustment that will be made in order to meet the required compaction. If any successive 5. HATHAWAY AVENUE & HATCHVILLE AVENUE 12R.12. PHILBIN STREET test after notice is given does not meet the specified range, the asphalt concrete represented by that lot shall be removed and replaced with material that meets the in-place density requirements. BENCH MARK DISK STAMPED - Q 1157 RESET 1969 AT OLD RIVER, AT THE JUNCTION OF STATE HIGHWAY 119 AND OLD RIVER Grz. 6" PROVINCETOWN AVENUE 13R. 13. ASHE ROAD STREET PLAN If the test results for any lot of asphalt concrete indicate that the relative compaction is ROAD, IN THE TOP OF THE EAST END OF THE NORTH CONCRETE HEAD WALL/ OF TRIPLE CONCRETE BOX CULVERT B 11.44 OVER STINE CANAL, 19 12 ' I - either less than 90% or more than 96%, the asphalt concrete represented by that lot / 7• WAREHAM DRIVE I y.R• 14. ASHE ROAD STRIPING PLAN shall be removed and replaced with material that does meet the in-place density FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 50 FEET WEST OF THE requirement. The corrective work shall be at the Contractor's expense. EXTENDED CENTER LINE OF OLD RIVER ROAD LEADING SOUTH, 64 FEET EAST OF THE CENTER LINE OF OLD RIVER ROAD LEADING NORTH, AND ABOUT The Contractor should be aware of existing sewer and storm drain manholes within the LEVEL WITH THE HIGHWAY. roadway. LEGEND: ELEVATION = 343.30 (U.S.G.S. DATUM NAVD 88) If the finished surface of the asphalt concrete does not meet the specified surface PACHEICO ROAD GOSFO D [2J--�- 124 IEW ROAD 19 20 21 22 19 ,3�s Rz E 0 0 �- 30 0 29 28 0 27 a a 26 McCUTCHEN ROAD Of HOSK NG 31 2 a 33 � 34 ; �- 35 36 31 ' McKE� ROAD GREENFIELD TAFT J HwY. PUMPKIN w �l 19 3 CENTER 1 a 6 of PROJECT °uRNOW Q 2 I [LF SITED O 0 9 W $ � � 10 1112 7 17 � 16 T31 S [R27TE]F7J]F__ 15 14 I VICINITY MAP NO SCALE LIST OF MATERIALS 03 co O N S I T E OFFSITE TO �o Z w L ITEM UNIT UtJIT 1 UNIT 2 UNIT 3 UNIT 4 (ASHE) A. C. PAVING TONS 1218 1529 1534 939 1774 69 )4 AGG. BASE _CU -YD 1245 1562 1567 959 805 61 8 SUBGRADE PREPARATION SQYD 9337 11716 11753 7196 6040 46 42 CURB AND GUTTER LF 4166 5494 5343 3118 901 19C22 n SIDEWALK SOFT 12240 16505 16525 9024 4436 80'd52 DRIVEWAY SOFT 5160 7560 6480 4680 - 23 80 HANDICAP RAMPS SOFT 2419 1987 2992 1256 - 86 54 METRO STREET SIGN EA - - 1 - 1 STANDARD STREET NAME SIGNS EA W 10 14 6 - 4STOP SIGNS EA E13 - - 1 - 5800 LUMEN STREET LIGHTS 9500 LUMEN STREET LIGHTS EA EA 6 - 8 - 10 2 7 - - - 21 MONUMENT ENCASEMENTSEA SAW CUT _ LF 8 72 5 72 16 961 _9 _ - - 282 3 13 7 12' WIDE CROSS GUTTER SOFT - - 1495 - - 14 1)5 z��ma LOCAL STREET LENGTH LF 2389 2990 3003 1498 - 9830 r, COLLECTOR LENGTH LF - - - - - ARTERIAL C LENGTH LF -� _ - _ 9.05 W = aCn- tolerances, it shall be brought within tolerance by either: (1) abrasive grinding with BASIS OF BEARING: ABBREVIATIONS - D STORM DRAIN - REFER TO SEWER & equipment utilizing diamond blades, (2) removal and replacement, or (3) placement of an FL FLOWLINE POVC POINT ON VERTICAL CURVE STORM DRAIN PLANS asphalt concrete overlay. The method will be selected by the Engineer. The corrective work THE BEARING OF N89'04'33"W, FOR THE SOUTH LINE OF THE CL CENTERLINE BVC BEGIN VERTICAL CURVE 0 STORM DRAIN MANHOLE - REFER TO SEWER & shall be at the Contractor's expense. SOUTHWEST 1/4 OF SECTION 34, T.30 S., R.27 E. M.D.M. AS ELEV ELEVATION EVC END VERTICAL CURVE STORM DRAIN PLANS CATCH BASIN - REFER TO SEWER & BCR BEGIN CURB RETURN PI POINT OF INTERSECTION SHOWN ON FILED MAP N0. 7-1 BK. 6, PG. 27, WAS USED AS If abrasive grinding is used to bring the finished surface to specified surface tolerances. THE BASIS OF BEARINGS HEREON. ECR END CURB RETURN PRSTORM DRAIN PLANSC POINT OF REVERSE CURVATURE g SEWER -REFER TO SEWER &STORM additional grinding shall be performed, as necessary, to enlarge the grinding area so that the BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE S longitudinal limits of grinding are at a constant offset from, and are parallel to, the nearest EC END CURVE TC TOP OF CURB © SEWER MANHOLE - REFER DRAIN PLANS SEWER & lane line or pavement edge, and the transverse limits of grinding are normal to the PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT STORM DRAIN PLANS pavement centerline. All ground areas shall be neat rectangular areas of uniform surface OF VERTICAL CURVE FC FINISH CONCRETE 0 C SEWER CLEANOUT - REFER TO SEWER & appearance. Abrasive grinding shall conform to the requirements in the first paragraph and GB GRADE BREAK R/W RIGHT-OF-WAY STORM DRAIN PLANS the last four paragraphs of Section 42-2.02, "Construction" of the Standard Specifications. A fog seal coat shall be applied to all finished asphalt surfaces at the Contractor's expense. TRACT BOUNDARY The fog seal coat shall be either rejuvenating agent or asphaltic emulsion as directed by the �i FURNISH &INSTALL SURVEY MONUMENT PER C.O.B. STD. S-29. Engineer. PHASE LINE 6' WING W/2 EXISTING SURVEY MONUMENT 1s FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT 1 `* 1 + FURNISH & INSTALL STREET SIGN PER C.O.B. STD. S-40. _IR FURNISH & INSTALL IRRIGATION CONDUIT / CENTERLINE STORM DRAIN / LIP CURB AND GUTTER + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. S-40. is FURNISH & INSTALL INTERCONNECT CONDUIT 1 1FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14 Ti33 M5 %6 FURNISH & IN TALL SPLICE BOX FOR INTERCONNECT ' I D FLOWLINE CURB AND GUTTER TR3=N0. 3 1/S2 SIZE TR5=NO. 5 SIZE TR6=N0. 6 SIZE / ) D FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST -14 O1 CURVE NUMBER FOR CURVE DESCRIPTION R1-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: B.C.R. ® ITEM OF WORK - SEE SCHEDULE DIG ALERT N "R1-1" -STOP "43-1" - STOP AHEAD SECTION DESIGNATION: SID E W ALK � "R6-1" -ONE WAY "S5-2" -END SCHOOL ZONE "R5-1" - DO NOT ENTER "S4-2" - WHEN CHILDREN ARE PRESENT SECTION LETTER _ - - "R26(CA)" - NO PARKING "S4-3" - SCHOOL A Call: TOLL FREE , - "R3 -5R" - RIGHT TURN ONLY "R2-1" - SPEED LIMIT 20 �� , "R4-7" - KEEP RIGHT 2 "R81(CA)" - BIKE LANE SHEET WHERE SECTION IS SHOWN 1 -800-���-2600 � ' ' - ' � ' ' w 6' WING "W31(CA)" -END W/oM4-3 MARKER NOTE: AT LEAST TWO DAYS f CENTERLINE STORM DRAIN L A N D S C A P E in "W14-1" - DEAD END SIGN NUMBERS ARE FEDERAL CODES -` "W14-2" - NO OUTLET UNLESS OTHERWISE INDICATED BY ® C0KSTRUc'T 18 BOTTOM WID�IH L�R!V�W�Sy BEFORE YOU DIG "W1-7" - DOUBLE ARROW (CA). (CA) INDICATES CALIFORNIA W/3'W11v65 I ErZC.G.g STD, ST-� CUNt�SS "W1-6" - SINGLE ARROW CODES. G-rHERWrsE rlo7E!::� - SEE 1:IL57Aii-S ory .5ae6,7 12_2 UNDERGROUND SERVICE ALERT "W1-1" - CURVE ARROW OF SOUTHERN CALIFORNIA TYPICAL CATCH BASIN LOCATION AT CURB RETURN - THESE -SIGNAL AHEAD 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 AGENCY 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 gRITERIA SHALL BE COR�CI`E DURING COtVSTRUCTION. /j APP ED BY: RO A. MCINTOSH R.C.E. 33322 EXP. 6-30-08 APPROVED BY: R UL M. ROJAS PUBLIC WORKS DIRECTOR R.C.E. 39880 EXP. 12-31-07 KREVIEWED BY: Yl �• �jl�,� REVIEWED BY: >~•. ASSISTANT PUBLIC WORKS DIREC � -Z 3, DAT ?O -x- DATE F� r 1 0 � Q v O Z 00 O G U W d O Z Z 1 m a _J Q �} UJco o of w� o o V)i N Of ; 'm W m a Y � Y aM Q w W U UJ Q 0 03 co W C"4 ta.l to Q _> U �o Z w U. 0 UJ Q 0 P61-16 -14q U0l1- 1 0NIL 7 03 W Z W W a r II I� U. 0 mI J cn J cn J cn J cn 1 N W W z Z !; _ �- V CO \• W 1 J M , Cc u 1- - M e ,- n �% J Z H i Qf :T� 0 PI Y W Q = U m N C") W N n of !i z��ma O Mco w r, > W = aCn- rr U d J H M < N� N C/ijZ M . v ZIw cfl Cn I J L' W d C/1 W W cn U. �nfnfC� woo �! O N O to��_C)C, � m00C,�l� C, 4 P61-16 -14q U0l1- 1 0NIL 7 03 W Z W W a r II I� U. 0 Z 0 W W 0 Z !; _ �- V CO \• W 1 J IX W Cc 1- - r e P61-16 -14q U0l1- 1 0NIL 7 03 W W (Jf r II I� U. 0 n Q U 3 NT o� U� If. Wo o CABOT WAY 0 SEE SHEET 8 0 1 2 I I UU o I ,� N v� I 2CD 0' 20' I� Uno �� IUJ� �I \ `� N v Un Un ! 30' 30' I N v ri I Lr) ri o I \ Q O O Un to a' ± to to In Un Ln M y o cv rn rn � I Un Un r cv I r; r c -i Z o6O ++ <<^ rno Q rW� Z aQ NN 3 + + 3 + + Flo \ m10 o++� o _r_ c� V) o) ++ Fro '- ¢ 00 �� o aId o a dI OCG c~i� co cn N' Loo << --- - 3 3 --- --- 1 12+00 1 13+00 30" DRAIN S89'02'47" 1 11+00 182.55' - - •b2 -E ---p I- - -------- } 1 8" SEWER 18" DRAIN 8' SEWER 7 wl II II 2 u �R/W N O -' N � O o L` ^ o LL:I '` LL I C14 Cp O W N ti r Q M N Q Q �_ r Z In J J J Q cc W + In J J 3 O 7 I ?� M m I Q N Op I. ! a0 I U r U W 7 O O >_ + L� �.I N+ > N + W + + _ �I U NI NI > MI ao�o^ o �¢ o QIY i� o Q I o Q I I + + Z + 0+0 c� cn � N N `n l m + + c� cn `) c� N cn V) Lo 20' 20' I Dom o o 1 - 30' 30' 1UQQ�QQ 7 68 �aQ 67 66 65 W ��_ of r ` 7. i ,Lai cn cn N N WELLFLEET DRIVE CATCH BASIN NO. 1 SEE SHEET 3 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 UN 1 W � o Q 3 UNT 2 04 5 6 7 8 JI CD o ucn U� vJ U U I o Lam' LL_ rJl I L I �` I 0 0 o z co n Ld U. o Ln !�� O t�O I� M O O coco I r Uri I I w w v � �M N r0aoo � + Un w + + 3 + + ¢ o N > -I> �m + + +NI� > r' �I > 'n 'nl > cDl w �I El o Q <lo a o a al o d I QI f ¢ N cnI �Q dd Z aQ cn c~n ~ o < o Q �I - L`�' c~n co c� s V � �' cn -I- �' cn - 1 � I R W � � � � � cn +11 / _ J 1 100 1 16+00 0 ! - - - - 15+0�_ - - - -I S_89'02'47"E 445.37' 17+00 s s 1 3 18" DRAIN 8" SEWER J „ ,� 1 v 2-- r` o z( C° 00 nv W I -� Li I LL I I } (D 3 o N CN � I L� r- < LSI LSI � I n N o w p o M w r `� r\ r M Q ^ ^ I �N N Z CJWwW L3L:.I jI00 w � 0�I w + �I 3 + 00 O Q t\ f\ I M m I J li (J7 C-4 N W J > I� I Li I FX c� cU) 20' 20' I ci Q rn rn W o Q I .- o Q r�� �r m oda^OLzo Ln ¢ c� ¢ 30' _ + + W �- c� N r- I I c� cn ~ I + M d d J cN N cn cn yr BOUNTY LANE � Q � 2 8 2 7 2 6 6 4 c� SEE SHEET 8 c� o w m cn cn c� cn Lo z o ui cn (n 29 of II � J If U< II ao 0 9 W N 1 Q COASTAL LANE J II o SEE SHEET 9 0 11 12 13 14 15 16 11 10 J J J I 20' ! 20' I I 104 I I I O I CL c� o 0 W w I W J J Z v v 30' 30 J L2 W W I W I J J W W I L� -� -� L� N J -' J U a. J J( W o o W N O O W ti I J LL I J J W W J I -_ LL LL Z O O � `l Ln �' o Un o I I � Uri ao 0o I 0o I ap I 0o I L` I o I J L: I> W L` -' J I J++ �n � U CV O In to t\ r- ao 00 U 00 00 � 00 I U U 0 CK Q n C0 I Q O � W -UO O O.' _Z N Cil r M W } M CO Y M M >- M 00 r M cd p 1� n t` Q oo Z = N N + t + NN N ++ 3 Q NN Q [D nI Q N MIQ I< r,- Q r17 rnI Q d' COI 00IZ Q .-�r M �rlz CO IO C, r 00 06 U J r- l 00 0 Qf 3 + + + w -t v Un > ri Q cD r M , rn o ¢ C3, d a w r n w oo W W ++ 3+ 3+ + + 5 00 6 00 00 >_ -I>_ ++ En o rnrn °' rn W CD o ++ w o o w + Q r + O Un z Ln,n3 + +o Q rn + v No 3+ + Q 00 00 � .- I > N NIm 0 0 > N N > C 3 + N W N N O ?� + W�� W M M (n (n I� Z Q¢ W NN I NI W NIm + O++> N Nm W N NILo ++ >_ N N W O o o Q� �F- ¢¢ o¢ ¢I o¢ ¢Io o Q QI o Q I > N r- N m NNS �- 04 0 CN C4 > N M� z o '� to cn rj d d N Tb N c i �- F- ~ ~ a¢¢ r- F d d I Z o d ¢- rr I w N- H LJ (n !n C� (n (n Q' F-- F- C� (n r� O Q N O Q ~ Q Q I - � O F¢- �' Z_ � J O `R/W 1 _ p o n Go c- cam' a' c� v v N c-4, W -CD cl 3 V) C/� N 18+00 3 19+00 0 - 20+00 p 2 +00 24' DRAIN 22+00 1 30" a _ _ 23+00 p DRAI 24 00 W - -�- - - - - - F - - --�- - {- - 4-� s o N, 8" SEWER s - s s -s- 04 - - - - - - 8" SEWER Nmv -- 8" SEWER 1 6 2 6' SE R C/� _ _ 3 ! 3 W J 1�R/W T - - - - - - � z I o 0 ~ 'I -T_ -�-- -�- II y 2E W J I W -' Of W J I J J I W J I F- __j J J J I I J 3 ¢ / z O W I Lam, o LL I I ill. '� J O W I WI WI O LSI W J W W O N O JJ r ^ o O LL_ I La- I O Li .o J u: M co ¢ n C4 KiN ¢ to r M >" M ON r >_ p W + 3+ -� 3+ a d. Q r� ¢ '.`� Q rn a '"' a � -' N r '"� N 00 I o 0 > ^ + rl � m + J W Lu > m Cn W + `n W + + J J 2r + co ?i + °° I 3 °° co ( � W _ a0 ¢ I� - I �J W �I coI rn �I rn oI L: '' o + > + + N , + w N -1� I Z o0 I > > o w v O Q I O I N in p Q I Q' N U > CV O I tY N I > N + I N (j Li N > N J J v r- ¢ Y Un "? O I D o_ N N a' c r N cr CD CD W N N c) cn ¢ d Q a ¢ I o I o I �� Q Y MM Q Q O C I O Q m r -r' CD I = '- I cam' v' v� i I c'' v c� v' F¢ I c� c� cn r I ¢ a Q � r- Q a N N -i 1 IL20' 20' ' D 00 0+o a+o `n v' `n m c6 c6 m ui + + �' c" I Lo I c� cn I N z + + Ln c� co + + 30 30' N; < v n 25 24 < << 23 22 20 m NN MM , Cn -- 21 m N N 19 18 17 N N PILGRIM HEIGHTS DRIVE N C' "' `o o (n' m `�' `� SEE SHEET 10 < Li cn 1! O O z aJ + N r 23+00 1 24+00 � N N I CD d MJ+ N = <<d N N - > W J > > Ld J CAPE COD AVENUE J W W m J � tD n J J 1. SEE SEWER AND STORM DRAIN PLANS FOR W M M 50.00 FT. F.L. N > W LaM + W �._. CD co O Z O WEz - PROPOSED SAWCUT LIMIT LINE 23+00 a a a a s 24+00 CENTERLINE B.V.C. BEGIN VERTICAL CURVE O " - "R1-1" -STOP "W3-1STOP AHEAD rs FURNISH &INSTALL TRAFFIC SIGNAL CONDUIT 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVE 0 ELEV. ELEVATION E.V.C. END VERTICAL CURVE VERT. CURVE "R6-1" - ONE WAY "S5-2" - END SCHOOL ZONE 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 B.C.R. BEGIN CURB RETURN P. 1. POINT OF INTERSECTION "R5-1" - DO NOT ENTER "S4-2" -WHEN CHILDREN ARE PRESENT ~ CID 0 O UNITS STANDARD PLAN RSP A88A CASE A. COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9 (STA. 10+00.00 TO 24+00.00) END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE V "R26(CA)" - NO PARKING "S4-3" - SCHOOL "R3 'R2-1" I� FURNISH &INSTALL INTERCONNECT CONDUIT W W CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS I-- B.C. E.C. BEGIN CURVE PCC POINT OF COMPOUND CURVATURE END CURVE TC TOP OF CURB U -5R" - RIGHT TURN ONLY - SPEED LIMIT 20r�3 "R4-7" - KEEP RIGHT "R7-9" - NO PARKING/BIKE LANE ?T35r� FURNISH &INSTALL SPLICE BOX FOR INTERCONNECT 4 COMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND PER C.O.B. STD. S-12, UNLESS NOTED OTHERWISE. U O P.I.V. C. POINT OF INTERSECTION T.P. TOP OF PAVEMENT SCALE: 1" = 50' HORIZONTAL m TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE U GUTTER LIP TO A DEPTH OF 12". w U o OF VERTICAL CURVE F. C. FINISH CONCRETE �' "W31(CA)" - END W/OM4-3 MARKER NOTE: "W14-1" O CURVE NUMBER FOR CURVE DESCRIPTION 5 SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER 4. RAISE EXISTING SEWER MANHOLES TO FINISHED GRADE. o - DEAD END SIGN NUMBERS ARE FEDERAL CODES > 0 N 0 1" = 5' VERTICALCD 0 `D N "W14-2" - NO OUTLET UNLESS OTHERWISE INDICATED BY °O TAPER NUMBER FOR TAPER DESCRIPTION o INSTALL W-31 CA SIGN WITH OM4-3 MARKER AT UNIT BOUNDARY ( ) SECTION DESIGNATION: Lu - "W1-7" - DOUBLE ARROW (CA). (CA) INDICATES CALIFORNIA "W1-6" p O OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED AT THE SAME SECTION LETTER U Q EXISTING SURVEY MONUMENT - SINGLE ARROW CODES.® "W1-1" - CURVE ARROW ITEM OF WORK - SEE SCHEDULE TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT O M CJ7 � M CC UNIT. IO D] FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. ' m 00 On P CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS2 h 0D U _ FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. -� PER C.O.B. STD. ST -4. UNLESS OTHERWISE NOTED) ) M PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. SHEET WHERE SECTION I SHOWN CCH - _Cr FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. W STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS CALTRANS TYPE IV ARROW, LEFT OR RIGHT AS APPLICABLE, TO BE PAINTED IM CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 �K,�' J E FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. DET. ST -14. CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS.` CALTRANS TYPE I ARROW O M J • S SEWER -REFER TO SEWER &STORM DRAIN PLANS � AS APPLICABLE, TO BE PAINTED OW W I W I>Q Q N NOTE: 10 REMOVE AND DISPOSE OF EXISTING A.C. PAVEMENT. w of w cl� w cy > W SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT ICD(n(� CD J t J m © SEWER CLEANOUT -REFER TO SEWER &STORM DRAIN PLANS. 0 STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT 11 CURVE TABLE I M J J J PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. CALTRANS STANDARD SPECIFICATION 8010-21C-19. W Q TRACT BOUNDARY J L� CD M 12 M C� r� W rM J > W �I�aoO 0 W ^ ® A.C. PAVEMENT TO BE REMOVED AND DISPOSED. W IS TO GO FROM FLOWLINE TO FLOWLINE. 2 orJLY J CONSTRUCT TYPE "M' MEDIAN CURB WITH 10" REVEAL (,�,� lT 'n N M> r\ W co N PER C.O.B. STD. ST -2 (REVISED 6-2-99). r CURVE RADIUS LENGTH TANGENT DELTA 1 20.00 31.42 20.00 90'00 00" 352 J ar "� J M T ,,,! J W _-. ... -_ _. _.... _ __ ____ -_. _. __. _._ _. .. -. � J. W - - _ W C14 - _ rn_ ..- .._.+_W .L7Im 0 � I Q m+ 0+� I Q - I �? ' y J >� a o �? o N ml N 2 20.00' 31.25' 19.84' 89'31'35" O .._._ 0'r'., + W.`_._i __. W d.. - U- IZ - Lal N - m 3 20.00' 31.58' 20.17' 90'28'25" + i � I I o XIS m W m j I� + Q Q ° . C7 (n GROU D ®CE LINE 348 CU , Lj W - - - J ' EZI� m v, Lv Q m - - -- -- -- ---- -- - - -- - -- -- - -- S -0.51% ! Q 51.15%0 =Q26% LINE TABLE jI �' r.`.`- - -_- -- -13 _ S=0.30% M N -PROPOSED NORTH FLOWLINE UNE LENGTH I BEARINGQ S=-0.26% S=-0.519; � S=0.51% S=0.25 PROPOSED NORTH FLOWLINE cy) �� 11 co Ll 47.07 S89'02'47"E �d I vMr� 344 R ��^ IU r- I >>> >; >''>L>,i _ 1 ' NOR; N! 4 MMM d- at• t '4 M I J J J Lj J LLJ W W MSM _ w w w w 13+00 14+00 15+00 16+00 17+00 18+00 aaa aaa 20+00 21+00 22+00 �>,' W �>,,' W W Lu W W W aaa a a a \ � � 50.00 FT. VERT. CURVE 50.00 FT. CURVE VERT. ' O N M M M M IrM M N M � CO N �% L' -r J ui J I J M IM M M W W - Y ¢ J W O W - W I M M cD �M M > W W N M tf7 J W "t W,"� W J IW W W ^ > W W J J W M> W J W W d 1n M - O J Z A w J > W In t\ M m W r- M > r- n r �I Q J J W Q I\ O J J M L` W J Y Q ,n N N p ¢ r` W CV m m 352 ti Cy, - ; J J-,- Z • > Cat- J L.� - - - Z [V W ---r .. _.. ,d..-- _ __ \ O W + :' O L� m ti M � W In Z (n J � W -� Il` LIC') ^ W J I11 ¢ r m CA L� 0^D -r m m w f ���III i I U N U ON i OI mI N i O NLr) + !ZE O -n Q r W m O W cg Jo I W I - L- -- - - 0 \ V - ..� O > < 4, - :CD O + O W = W+'-�LNT- j+ - 1 j -- I ,._-._-j...� a Qw - APPROXIMATE EXISTING D m d t!> (L W (n I D�Cn I� \ v I- J Q� I� ak w Q L' deo D E i I - t U tQ- ~ Q zI v U - > > Q v U Q W a. . i v ' v, vu Z Q d] r- cn c� 1- W z o GROUND ®CENTERLINE - - - - - - - - 348 �' cn-- Ed sQ _ D V) a a c� v~i z Cl W - J _ - - - - - - - - .- - - - - S--0.2 A S=-0.25% - - - - - - _ L1 r _ S 0.30% . S=-0.5 S=-0.51% _ ---- -- I I - S=0.25% S=0.51 i % m PROPOSED S TH FLOIYYLINE 344 PROPOS€D: WWi r? :W- I�Lo Q0 L0_ ! - I M a M M Uri M t ' 13+00 J J J ; W W 15+00 16+00 17+W 18+00 19+00 20+00 21+00 22+00 11+00 12+00 W W W , aaa aaa 1! O O z aJ + N r 23+00 1 24+00 7m ro CD PROPOSED M NORTH FLOWLINE � N N I CD d MJ+ N = <<d N N - > W J > > Ld J J co W M J W W m J � tD n J J 1. SEE SEWER AND STORM DRAIN PLANS FOR W M M W u: F.L. N > W LaM + W �._. CD co O Z O WEz 7m ro CD PROPOSED M NORTH FLOWLINE m N I N I I m MJ+ N = <<d N N - m laJ J co J N W m co W 1. SEE SEWER AND STORM DRAIN PLANS FOR $=0.51% F.L. W -= WEz - PROPOSED SAWCUT LIMIT LINE 7m ro CD PROPOSED M NORTH FLOWLINE rn O M Q O z o0 O cif O d - z L- Q J J Q � w v 00 LLj co o E (.0 O cn N Of W Y Q m Q 0 two to = � a CONSTRUCTION NOTES: NOTES: >>> m a >> J co J N J V] W W W 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN F.L. W -= WEz - PROPOSED SAWCUT LIMIT LINE 23+00 a a a a s 24+00 CENTERLINE B.V.C. BEGIN VERTICAL CURVE O " - "R1-1" -STOP "W3-1STOP AHEAD rs FURNISH &INSTALL TRAFFIC SIGNAL CONDUIT rn O M Q O z o0 O cif O d - z L- Q J J Q � w v 00 LLj co o E (.0 O cn N Of W Y Q m Q 0 LEGEND: LEGEND: (CONT.) LEGEND: (CONT.i CONSTRUCTION NOTES: NOTES: m J co J co J N J V] O CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN F.L. ABBREVIATIONS FLOWLINE P.O. V. C. POINT ON VERTICAL CURVE Rt FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: - -� - - u - - - - � - - PROPOSED SAWCUT LIMIT LINE O2 CONSTRUCT 4.5 COMBINATION SIDEWALK PER C.O.B. STD ST -3 PLANS AND DETAILS. C. L. CENTERLINE B.V.C. BEGIN VERTICAL CURVE O " - "R1-1" -STOP "W3-1STOP AHEAD rs FURNISH &INSTALL TRAFFIC SIGNAL CONDUIT 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVE 0 ELEV. ELEVATION E.V.C. END VERTICAL CURVE z 0 "R6-1" - ONE WAY "S5-2" - END SCHOOL ZONE 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 B.C.R. BEGIN CURB RETURN P. 1. POINT OF INTERSECTION "R5-1" - DO NOT ENTER "S4-2" -WHEN CHILDREN ARE PRESENT ~ CID 0 O UNITS STANDARD PLAN RSP A88A CASE A. COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9 r E.C.R. END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE V "R26(CA)" - NO PARKING "S4-3" - SCHOOL "R3 'R2-1" I� FURNISH &INSTALL INTERCONNECT CONDUIT W W CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS I-- B.C. E.C. BEGIN CURVE PCC POINT OF COMPOUND CURVATURE END CURVE TC TOP OF CURB U -5R" - RIGHT TURN ONLY - SPEED LIMIT 20r�3 "R4-7" - KEEP RIGHT "R7-9" - NO PARKING/BIKE LANE ?T35r� FURNISH &INSTALL SPLICE BOX FOR INTERCONNECT 4 COMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND PER C.O.B. STD. S-12, UNLESS NOTED OTHERWISE. U O P.I.V. C. POINT OF INTERSECTION T.P. TOP OF PAVEMENT "R81(CA)" - BIKE LANE m TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE U GUTTER LIP TO A DEPTH OF 12". w U OF VERTICAL CURVE F. C. FINISH CONCRETE > "W31(CA)" - END W/OM4-3 MARKER NOTE: "W14-1" O CURVE NUMBER FOR CURVE DESCRIPTION 5 SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER 4. RAISE EXISTING SEWER MANHOLES TO FINISHED GRADE. o - DEAD END SIGN NUMBERS ARE FEDERAL CODES > 0 N 0 0 FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. N "W14-2" - NO OUTLET UNLESS OTHERWISE INDICATED BY <3> TAPER NUMBER FOR TAPER DESCRIPTION o INSTALL W-31 CA SIGN WITH OM4-3 MARKER AT UNIT BOUNDARY ( ) SECTION DESIGNATION: Lu - "W1-7" - DOUBLE ARROW (CA). (CA) INDICATES CALIFORNIA "W1-6" p O OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED AT THE SAME SECTION LETTER U Q EXISTING SURVEY MONUMENT - SINGLE ARROW CODES.® "W1-1" - CURVE ARROW ITEM OF WORK - SEE SCHEDULE TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT A CJ7 � V1 CC UNIT. - - D] FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. ' m "W3-3" - SIGNAL AHEAD P CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS2 U -¢- FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. -� STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS PER C.O.B. STD. ST -4. UNLESS OTHERWISE NOTED) ) O PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. SHEET WHERE SECTION I SHOWN CCH - _Cr FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. 0 STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS J_�l CALTRANS TYPE IV ARROW, LEFT OR RIGHT AS APPLICABLE, TO BE PAINTED ® CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 �K,�' J E FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. DET. ST -14. CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS.` CALTRANS TYPE I ARROW O RELOCATE EXISTING POLES BEHIND THE CURB, GUTTER & SIDEWALK • S SEWER -REFER TO SEWER &STORM DRAIN PLANS � AS APPLICABLE, TO BE PAINTED AS DIRECTED BY THE ENGINEER. �� L' 3 3 2 I Q SEWER MANHOLE -REFER TO SEWER &STORM DRAIN PLANS. NOTE: 10 REMOVE AND DISPOSE OF EXISTING A.C. PAVEMENT. w of w cl� w cy w Of SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT ICD(n(� t © SEWER CLEANOUT -REFER TO SEWER &STORM DRAIN PLANS. 0 STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT 11 PAINT DETAIL 22 (DOUBLE -YELLOW) STRIPING USING PAINT PER w PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. CALTRANS STANDARD SPECIFICATION 8010-21C-19. F�/FvA� F Q TRACT BOUNDARY O ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. 12 INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN - - - - - - - - - UNIT BOUNDARY A73C WITH W-31(CA) SIGN WITH OM4-3 MARKER. BARRICADE �I�aoO 0 0 ® A.C. PAVEMENT TO BE REMOVED AND DISPOSED. IS TO GO FROM FLOWLINE TO FLOWLINE. 2 orJLY CONSTRUCT TYPE "M' MEDIAN CURB WITH 10" REVEAL (,�,� lT 13 0 PER C.O.B. STD. ST -2 (REVISED 6-2-99). VK117 l OWLy rn O M Q O z o0 O cif O d - z L- Q J J Q � w v 00 LLj co o E (.0 O cn N Of W Y Q m Q 0 03 W N WN OI 0 0 I m J co J co J N J V] cn cn N z O a 0 w z 0 0 O W ~ CID 0 C z r ciM.- V W H W W I-- v U Q Y cn U O m Z U ¢ w U > cn F- Q o > 0 N 0 N W o CC1 Lu - N p O U Q (n CJ7 � V1 CC D] w m ' m d U Z V Z CCH 0 CWi J w w w w cn w of w cl� w cy w Of ICD(n(� 0 0 0 0 w Q N O N N �I�aoO 0 0 0 03 W N WN OI 0 0 I 0 0 N z O a 0 z 0 0 O W ~ CID 0 2 z r V W H W W I-- v U co W m Z �- U W > F- Q o Q 0 N 0 N o Lu - 0 Qa U Q 03 W N WN OI II w a� 0 0 0 Ln Lu II UU D Lo <� �\ �QbSD.v XGOQ OR O `ti`s PQE P� c� � SP. S�G�pN G� S SSP• \9'� X21, �'S�A• 5 DRIVEWAY 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 rno co rn coCOo- r•7 r'7 r7 M - 344 I 20.00' Mi M ILty 20' 20' j a I juj s - 26+00 27+00 `a u') 00 1.0 W !9co N E.C. _ W W W + +to EISM M 30' M rh N n LD J W STA. 26+53.76 C.L., 99.78RT.= tD M N WAREHAM DRIVE STA. 27+57.79, F.L. L3 J W SEE SHEET 7 Lz > w u_i rn 20.00' 31.23' CAPE COD AVENUE (STA. 24+00.00 TO 26+32,94) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 344 r7 co rn coCOo- r•7 r'7 r7 M - 344 I 20.00' co m 1p 1p ILty j ul a j 25+040 j a I juj s - 26+00 27+00 `a u') 00 1.0 W !9co N 217.24' _ W W W Ly EISM M 6.94' M rh po n LD J W 88'25'43" tD M 00I + O ± J Ld CU > j > J W W Lz > w Li a W 20.00' 31.23' W W 0 w J L+.r �n W Lp C'r LD O O rh W Co O w Z - J J J r Lam__._ J O J Ln Ln 40 40 12 J W J � w W OMi + W Lwn APPROXIMATE Ln 6.92' cmv U N FU- - mO m O 352 o (1' 00 LLr ..._ a s - a-� a ^ 352 LLJ O z o Cj n w I Ln d N z o - - CENTERLINE m + + JC14C'4NO v' 348 I _ - - - - - - - - - - - 041 04 I d c5 S=-0.25% I d `V APPROXIMATE. EXISTING GROUND 0 CENTERLINE w<: 0L C> a Ln w Ln Qr ao Ln U Q__ V) ----- PROPOSED SOUTH FLOWLINE :m Ln----- - - I _ ------ - - - - - - - 24+00 348 26+00 � - 25+00 N Lr - -' 348 S--0.25% S= -0.51%s _ -a. - S=0.25% W ' PROPOSED NORTH FLOWLINE m CO a o 0 0 I 0 0 PROPOSED NORTH FLOWUNE m m 344 r7 co rn coCOo- r•7 r'7 r7 M - 344 I 20.00' j j 4 j ul a j 25+040 j a I juj s - 26+00 27+00 24+00 a u') 00 1.0 W M 201.91' 217.24' _ W W 'N `tel RADIUS M N TANGENT O M 20.00' co 17 20.00' 90.00'00" co M 20.00' 40.41' M u') 00 1.0 W M 201.91' 217.24' _ W W W Ly N u0> o 6.94' M L.L. LL_ pOi > n LD J W 88'25'43" tD M 00I + O ± J Ld CU w J 348 U J W Q Z Lz > w Li a Lna ci d 20.00' 31.23' 352 O �n W O W J 344 O rh 135'22'58" Co O w Z o O -__ m r Lam__._ J O __ . 06 1" 12 M 352 -� J � _ OMi + W Lwn APPROXIMATE Ln 6.92' cmv U N FU- - N Q EXISTING (1' 35.00' 13.70' a s 16 a-� a GROUND ® d Cj a 35.00' Ln co N z o - - CENTERLINE m Cn L<i v' 348 W _ - - - - - - - - - - - - -- 348 > S=-0.25% U S=0.25% 5=0.50% w �zoCS o z PROPOSED SOUTH FLOWLINE 344 -- - -- - -._ I 344 U 24+00 26+00 25+00 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. 1. 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. 1. 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 -i. -cam FURNISH & INSTALL STREET LIGHT -51300 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 2 SHEET WHERE SECTION IS SHOWN LINE TABLE LINE LENGTH BEARING L1 27.96' N00'37'04"W L2 93.18' S89'02'47"E N UNT3 p 53 0 56 \ �� II J �II o PROVINCETOWN u r n , 5 2 N o 54 5 5 o SEA I�SR�&I 0 1 2 5 0 � 4 C20' 2 o N Lf)� N N rh> Z N I I N / JJ>ui C.JWI 30 3a Q O(O JJ J JIJ J WI J JJ JJ IJ I 6 U w LLl LJ1. LJL'Jo zU W J J Ln Lri J °O�Li ci Li I Li L� �L5 L�(II o o w m 09 w w Co Nn t`r -� I..L_ I U IU + � aN0 O Obi r-0000 NuN 00 Ln Ln � r r r Lri Lri Loco i� r N r _ r rn r °° °° 51 lz r o o ai N o Lr rn 1 � rh co co Lo Lo Lo v Lp L o / u Q r_ m00 oo N Q allo Q N V 3+ ++L`� ++ u QLu �IL`) 3 I o NN Q O ry �• r` + Q Ln v p 3 , ( 3 3 + + w N J NNI iv r �^ + + + d- 3 + p •� �p LP +I o 00 ++ + W + + �Lr N N > � NNQLn CD rim r -w ++ ,+, w �I� '�' I + ++ ++ I� 3 0) Oi/ \x °' oI- �I > �I �I- ��o` �� m core Ln Ln MM > > �' Ln nLn Ln Lr 1,- � h pd Q� - ����� as x 00 + Lr I� dl Li x/ 0'zt4�� \ S+ y \� o d d d L> ti d a l o Q a I o I r- a d ci a d d a o d a a d a a o O N I O O H R/W F- N cn cnz ovL Li Ln ,v) cn Ln a �R/W �� �Tq g� ` 15 `/ 63405 18" DRAIN 24" DRAN 8" SEWER - ' 6 1 CD N00 -25'26"E �SO _�-N00-37'O4"W-s _ _ _S _ 335.77 S _ s 15+00_ 242.97 is+0 - 11+00 - 12+00 - �1 + 0- Ll z 11 14+00 0 0 + 8" SEWER S 7 Q 8 5 O o I Q �0 17 Cq DRIVEWAY of"� - -- �r -- -- -- - R1-1 3( N �11 2 11 R/W-� Lam' STA. 9+50.04, F.L. rr �i<" - - - - n -`,., J I i\ ip 16 II 1 2 1 II I II L2 N II 14 `' '- J J J u 20' 20 N ' ui v, I N I J JI I � (63404 M o r C O w W W W W w O (O O - O 73, F.L. 6 3406 o ai I W t1i Lr I ai ai I oo m Oo 30' 30' oo ^ I oo 11 + Co �• 9±2 u N r °P r °° m r °_° r °O °° N N oN 1 0 N + N I"' -j 3 O Q N QLn M M W - lrTILL] I� Z DRIVEWAY Q N �I >Q LL cn 3+ + 3+ 3+ + p J J I 3 Q z U J I 4 F.L. c' ' i `` 'n M mSTA9+05.69, 1 � z ULIw W U I woN o Q co I 1 °�' - o d I� o I o ¢ o I z w� CID to �' rnco co 00)� m � �� Ln IN°� JJ P.R.C. ���'�_� 13 1 1 _ LOOnL°r° c� v~i c� Ln v~i c� v~i c� v~i '- Q rnrnJw �d ioI �1N + v ,+,�w �� -- UNIT BOUNDARY +� �L' 20' 20' STA. 9+85.48 C.L., 97.09RT.= + + U) `v) m +MLL: WW �'�' _ + + 06 STA. 8+80.96, F.L. 20' I U,y oo I = ++JLn ++ PROVINCETOWN Q �"' �Ln N 20. U C14_CVQW NN r CA E COD B.G. M Q Q 13 12 11 AVENUE HATHAWAY w �� �' �L!' aQ <d AVENUE STA. 9+89.87 C.L., 109.93RT.= AVENU +Q) L� cnvv))zo m v~iv SEE SHEET 6R Q ,,; NN m N SEE SHEET 2 STA. 8+67.31, F.L.+ INTERSECTION SEE SHEET 4R rn 1 ci � STA. 13+35.77 C.L., WELLFLEET DR.= LL; v, v, Qc5 a STA. 10+00.00 C.L., PROVINCETOWN AVE. CURVE TABLE `tel RADIUS 1Q( TANGENT J \ 20.00' co 17 20.00' 90.00'00" M I M 20.00' 40.41' M 115'46'00" 1.0 W Ji> > W J 201.91' 217.24' _ W W 4 Ly li J J 6.94' M L.L. LL_ pOi 20.00' n LD O - 00 U-) _..�. m 88'25'43" Co 00I + O ± 31.60' CU 348 U Of 31.96' u i Li a Lna ci d 20.00' 31.23' a (, L<i Ln 89'28'13" 9 S=-0.25% 344 PROPOSED WEST FLOWLINE CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 1 20.00' 31.42' 20.00' 90.00'00" 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' 22'25'35" 5 20.00' 30.87' 19.46' 88'25'43" 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' 89'28'13" 9 84.00' 198.48' 204.73' 135'22'58" 10 NOT USED 11 500.00' 9.09' 4.55' 01'02'30" 12 35.00' 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 35.00' 59.16' 39.45' 96'50'48" 17 35.00' 55.30' 35.33' 90'31'47" LEGEND: (CONT. 50' HORIZONTAL - - - - Rt FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT "R1-1" - STOP "W3-1" - STOP AHEAD FURNISH & INSTALL IRRIGATION CONDUIT "R3-7" - RIGHT LANE MUST "S5-2" - END SCHOOL ZONE FURNISH & INSTALL INTERCONNECT CONDUIT TURN RIGHT "S4-2" -WHEN CHILDREN ARE PRESENT FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT "R26(CA)" - NO PARKING "S4-3" - SCHOOL TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE "R3 -5R" - RIGHT TURN ONLY "R2-1" - SPEED LIMIT 20 CURVE NUMBER FOR CURVE DESCRIPTION "R4-7" - KEEP RIGHT "R7-9" - NO PARKING/BIKE LANE NUMBER FOR TAPER DESCRIPTION "R81(CA)" - BIKE LANE "R7-9" - NO PARKING/BIKE LANE ITEM OF WORK - SEE SCHEDULE "W31 (CA)* - END W/OM4-3 MARKER NOTE: EASEMENT DESCRIPTION "W73A" - RIGHT LANE TURNS RIGHT SIGN NUMBERS ARE FEDERAL CODES CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS "W14-2" - NO OUTLET UNLESS OTHERWISE INDICATED BY PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) "W1-7" - DOUBLE ARROW (CA). (CA) INDICATES CALIFORNIA CALTRANS TYPE IV ARROW, LEFT OR RIGHT "W1-6" - SINGLE ARROW CODES. AS APPLICABLE, TO BE PAINTED "W1-1" - CURVE ARROW CALTRANS TYPE I ARROW "W3-3" - SIGNAL AHEAD AS APPLICABLE, TO BE PAINTED STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS -- D ® STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS L MMW 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 O d d r� WW W L� O LT rn + Lr 348 �; 0] (n Li 344 - I 10+00 - --- ---- - LEGEND: CONT.) 50' HORIZONTAL - - - - PROPOSED SAWCUT LIMIT LINE Ts - FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT Q FURNISH & INSTALL IRRIGATION CONDUIT -- Ic - FURNISH & INSTALL INTERCONNECT CONDUIT 'k='-- - -- TRS TSE FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT a M j 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® 1 ITEM OF WORK - SEE SCHEDULE ® EASEMENT DESCRIPTION Id CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS (*S� EE DETAILS ON PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) t SHEET 12R. CALTRANS TYPE IV ARROW, LEFT OR RIGHT J AS APPLICABLE, TO BE PAINTED j CALTRANS TYPE I ARROW hIJ�► AS APPLICABLE, TO BE PAINTED W NOTE: J SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT L MMW STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT rn I PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. NL ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. ® A.C. PAVEMENT TO BE REMOVED AND DISPOSED. r, M j W J W J LL n LD Lo + 0 Lo Ln WELLFLEET DRIVE S=-0.25% It I 12+00 (STA. 10+00.00 TO 16+15.79) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 00 Q c0 M LO i--_ ro �- a M j w O p , O r7 Jro riro N M j W ` OLLj Q LO Id ' J W M M ! J J LL: j j NKA J M.} W Z J tD '- L MMW Od) rn I NL Q mO + N �( M I)M�� - tv W QlY a- U� W JU) N C14/ j j> 05 V) 1 1> _ H Q QW cr i` W w J W _ O ui w U �Ow U Q 4 4 4 (3 U 4 (� Ln z o 0o to A .4�! -1 Li o0 O - - S=-0.25% ROPOSI 11+00 12+00 13+00 T- I + C5 d GROUND ®CEN 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 3 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. 8O CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 RELOCATE 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. APPROXIMATE EXISTING / GROUND 0 CENTERLINE S=0.25% EAST FLOWLINE 14+00- - - r 15+00 Lton 06 L L C0 N d N - L5 I k59 F \ S�PGR��P�Ap4, F \. 9 \ P Nro UNIT BOUNDARY STA. 17+21.87, F.L. �� m��� P.R.C. STA. 16+37.63 C.L., 87.76RT.= STA. 17+27.Q6, F.L. E. C. STA. 16+34.86 C.L., 101.09RT.= STA. 17+40.76, F.L. �( 01 o `n Lri 00 Q c0 M ALd i--_ M co Do W \ _ -- 1 j riro N M \ J W W - ' J W M M ! JjL j LAW J LL: j j J Li J J W O W N tD '- od W rn I I ! n oNiLJ�' NJtn + N j M uj - tv c5 cr QlY a- 6 Q W (L1 Nzo 05 V) L.i v Go (n U 0 0-- d- m O L9 o� ~ n M M L+y Cr'7 _ `I > W W W W .. w w w w w O C_> J o N 0 O �LJ w44 444 U w W U 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 3 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. 8O CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 RELOCATE 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. APPROXIMATE EXISTING / GROUND 0 CENTERLINE S=0.25% EAST FLOWLINE 14+00- - - r 15+00 Lton 06 L L C0 N d N - L5 I k59 F \ S�PGR��P�Ap4, F \. 9 \ P Nro UNIT BOUNDARY STA. 17+21.87, F.L. �� m��� P.R.C. STA. 16+37.63 C.L., 87.76RT.= STA. 17+27.Q6, F.L. E. C. STA. 16+34.86 C.L., 101.09RT.= STA. 17+40.76, F.L. �( 01 o `n Lri 00 N In M Ln ��) > M W W W L> > W W W - ' J W J J W Li J LL 00 � LU 2 C4 n O W N o od - I Lu U m +co F --a 0 4 N 348 a WEST FLOWLINE i i � I 16+00 17+00 00 Lo � o `n Lri d R.C.E. 33322 M M REVISION M > j J Lu J W W J J 00 u: w 00 N O � � I c0 Q U <e (nn ---if - Ln 348 I 1 S=0.51% 344 I 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. 64 Of uNLT Z ONc-Y RECORD DRAWING 344 REVISION APPROVED BY: R GER A. Mc 0 DATE R.C.E. 33322 EXP. 06/30/16 REVISION M J to a/'' 1' APPROVED BY: J N DATE MARIAN SHAW C.E. IV R.C.E. 32178 EXP. 12/31/16 uj J TOE N 0 o N \ 0 i 0 0 0 0 Z o w Q o } m m o w Q O } Lu M J to J (n J (n J to J N z w a uj J N z C) LL J J � LU 2 Z U x o od - I Q O } Lu M J to J (n J (n J to J N z w a uj J N z C) LL J J � LU 2 Z U x o od � Lu oUj F --a IxZ a Go (n U W OU m O 0 o� ~ 0 O L` WN 0 O C_> J o N 0 O 0 U w W U a' > (=j U Q w �zoCS o z N N U z Q N Lr Ln Lr Ln _Ln W ' m m m m a- C? S Ln U Z U Im Z Lu d wH w Cu w O w wQ d J d J O'� 0 w 0 w o w m w w Lncr_ (n (n (n LJ W tr Cr ckJ LJ Ir of r� O O m � O --d- O < N cV O 14�CN 000 u7 O Lu z w a uj J z C) LL J J � LU 2 ~ z x o od � Lu W Z Lu IxZ a Go m Q H U 0 o� ~ 0 U WN 0 o N 0 0 U w 0 O 0 a' U -N ff 3J <� CD <' ° u It. ¢ w o ¢ > � U IN T 1 (n 00 Q J Q J II 1 7 1 8 0 1 3 N MIKASA LANE a¢ Q `� " PILGRIM HEIGHTS 16 o O 20 =� 21 22 SEE SHEET 11 �¢ 23 24 aW 25 26 � II o Q O J J J O J J J ~ 4-' J U l.t_ Q Y O x In ClJ J DRIVE O J >_ 1- 15 ., '� W w I li N ► I- W � = Z � U- LL o '0 1 o J ► ¢ Z5 ► ( o o �'� SEE SHEET 10 0 (C i ► ► J ► 2D 2D� _ _ ► 2 9 3 0 ~ 15 0 Q. H ♦ ¢_ lyI w Y J U Lo �I U I I d' JJ <LI tL _ _ IW W w w u: _ J J J N �J �N ZO ZO I -�� N Q Ln J o I W N -� J x F- J J J J J ► ► J O Q Z 1I Ln J "`� coL>D ¢ J W ( J J I st I Lo aD 30 30 _j Ii J J O I /J J J J J II = m J li Kj Q CJ L� I O 3 _ L>0 M Q 00 �' P'") >- 00 00 d cj � r d. I ++ I Z L+J Z I Z U U U l.� ,N N 1 N J J N N I N I Li. w I W I J J w W I W J W J W w O N 30'3O U _ to O� Q tJ) t� Q + Z Ih } O __ O } O Z I L(•) Lo N Lo N I W N Ij J ^ _ o m ^� LO Io _ I O NI NI N U N N%' _ I W M Q^ p� _ Q rrj I Q M Q O O U U N O J NOD ¢ d Lo Q ^ Lo O to to Y Lo O %' O to N ¢ (�'i + o W d_ n W d Ll') + W w + Q Q p r W N O N Q N + 3 ..F O O 7� + �+ + t� ¢ O) �A N p I O� x N W d- +• + w O rn > Lo O r O r O Lo u7 Lo O N ++ L.� O J Q J �+- m �"� o I� + + O 00 00 ^ ¢ I U I L.� N Z O N pDp /� SIO 00 L+ Of + W L,T + 3 + I" 1 Z ¢ ¢ ^ O WELLFLEET DJ31 E 3 O ~ 1 3 ~ J I ^ � + + �i + � + � � V SAO M Q LL7 } O O r I Q � ' � � � MMI Q cV I V I J �s N p O J 2 (L (o N ¢ m m v M M > Lo > CO + DElf M p to ;o Lo tp Q to 00 ?• O N N M 00 rn O O � cV M > � > � U � M to > � (.O � + � SEE SHEET N Q o L� ( N 1 Q ;D ^ I , + o M M o + I ¢ + + w cD ^ tr O _ cn m co W ao U Lri Ih + ' I I I ¢ I N - J N ` J J Lo 3 + > ¢ + + o c I a I p d cn + + > w ^ Lo _ La > o o + 3 0 + '-`' Lo Lo 3 + +. + x (V o �i Lii Z 3 + Q Q ' I w o ri ^ J L� w _ J Lo I z U co + I >w N N I o i �- Z c� Ln cn I �' \ cn N cn c Ln "' ± I Ln ( o¢ m cn Ln Lo o ao uj^ o + +' ��>' L' Ij N o N N Lr N W N 1+ o v o U _ v I a a, cn d a Icn Ln N W m Q p d Ln ++ d p d o a N E I rr N m d I ++ / Z O _j s Lh ♦ O O co 3 N I p \ U Q U H H � I Z M Z Z Q Q ~ H I E-- � I N N I d' O N O N N W N F- F- (n oD Q N N H D¢ I I N m N >_ N N O Z O O I- _ Lbw I m+ ++ > N m Lnln z 11- I- ¢ H Q O Q p Q W Q Q a' LTJ ¢ I- � H Q¢ C� L o N N I- Ln F- I F- Q O ¢ N m N N F- O Q V F- f-- 0 00 O Cj w + G~.J O cD �+ m f- C� U H (1] (n - ¢ ¢ fn I t Q D Q p Q Z Q - r- Iii (n (n ao 0 Q (n Q Q L J (n (n H C J C 31 Z to ISI C� h- I Lo I H- a0 p 2 N N 5 I N o N Lo ¢ - - - - - (n N I- to ¢ ¢ fn !n N (n C� (n ~ < FQ- N (n O ¢ Q Q (/) � FU w II w v co ao N N o + + o d I �' - - - - - - - - LD 1 1 c� Ln cn R/W 2 o Ln Ln c� c~n ` I N ao ao I w Ln cn m Ln Ln in cn 2 / tai In cn I I v> c� cn C� �_ cn z n j L II w I� / 0o un ++ o o �I z L� Lo I - I - - -- - -- -- --� A-= -�- -- - -- �_�5Lncn 1 cn - -- - 6 C o v< a (D C3I c� L~i� v~i 1R/W�- 2 I 3 -� _ _ S89'02'47"E 150.33' I - 17+00 18+00 36" DRAIN\ - �' 36" DRAIN F -20+W - - - - - � co z W cn Ln o v � vi w v~i � - - 3 14+0 15+00 _ - S89'02'47"E 160.12' p 19+00 - f - _ - - _ _ _ o 36" DRAIN 1 - '� - - - I- - -�- ;I I 1 `' SEWER _ �_ ` S' " S s 16+00 s "891T4717 - s -- - - 21±00 p - - 22+00 0 30" DRAIN 3 36" D IN 2 00 w �02'4 - H - -�7 - 41 - - - _ (� �\ 13+00 4 8 SEWER ��� 1���'1'1'1 1 n''1'1� 8 SEWER 18" DRAtN S -s �a - s - -Ll - x._ _ 23+ G 72' 12+00 f 40'00 E 18" DRAIN WER � - - - 3 8" `EWER 6 008" DRAI 8" WER�Bo �` SFhg'R N814E 4 1J u J 2 0 1 ¢ - -- -- -- - -- - z -; 34P4 1 r \ W 11 I''- J d J ` 0 W -i �LD WI N J_ �R/W -!� JI II N> 1 1 ! 1 /�N __ __ / R�J J < v I I J tL w L 1 0 1 I w V, � �n -' R/W� II I 1" w o Ln a I I a Lr 52 • �Aa /� ILI o li Ln o I w I vi a I ti I na CD CD w I: a I� Ll it II Lr _ J O co M `^° N IT to (T Lo �.I OI to d'I Lf) p j Md O W o d I W L.Z Li I Li J J tr J J Lr i p - I T o r� I'o Q Llo ( rn N to r r ^ > rj I J ^ M m LD w I w o I w 1 0 0 0o x o o +> r + rn > n rn v rn Iii �r o o w% o Ln m o o rn I o L� L� L� li Z�,14 O Y J 3 1� M z J J W ONO + Q +3 co 3 ao ^ N po / N _ O N ^ O M J N r NIO - J Ln +cj Li l 3+ v I W3 + In3 rn I N +¢ pp + L'.' ,,,�j I O o '"� W a �n O in in In O N n cD o DDoIa6� 1 d- M C.J + Q Q ( > - Z _ Z J w _ _ - 1\ J Q 4- W CD ..- I > �O + •- W {- W + I O J J J _I -J 00 J> W + (O Q 0 N f"� tT Q 0 Q1 N Lor > M I ^ I �' Ln i> cfl > Lo z j W cj L, t I L� w > N ¢ rn ¢ a' ai r; L� r i r <r x W _ I- Ln I- I I cv a w J c5 + 3 + + 3 + Ih � Lo ¢ <o J -' ¢ co z^ ¢ Lr N o , 1 W o r N + 1Ln o a 1 cn p Q I p r- I F I I d \z J o ui L� �n ISI J o a' > o o �' o o w+ ci L' _+ 3+ + I L� 3+ o+ 3+ z -' , J Q o I W OO N I r W N IQ m r O Q H W (nJ i t N to p Q D Q (n p Q F- Y O CD W J ) N L'.n 2O' 2O' ¢ 0^ W ¢ I N N I N N I > N - N W N )- W N O N■ L+ -I N CJ L�_ W M + Q- + J u- H N k00 00 0 (� Io r o 7 I Q Icn o L� ` c� Ln w m L6 _ M 30' 30, N m co L -i L� W o¢ ¢ I p a a I o ¢ �! O I w I¢ N o * o co w I N Q J N o Lo < d O ` 1 f- -1• > r F� M F.- N ++ c� I I 1- F- Q 01 Li J ao N) N m N N Z J '� H C.7 '� w U Q ( ` II (n N H tD�i > N NI > > O O N _ z o o d Q M ` c31 Ln I c� Ln I c Ln N N IJP w p c� cnl w Q ¢ o p L� I x w o^ p- -1 I- Q ao Q p I- oD Ln I 0 \ L~n I ] �. _ / - + + Lo x + + Ln I Ln c� Ln Ln 1 Ln m I Lr Ln a 1 F , p c�i ai Q d Q ¢ w o Io c� L o / I N 18 U J I4 N (' m ++ Ln CA ap U-- J N Ln (n 0++ H Z I- F_ m Lo N J W N J J Z O O) SSP / I -'L� �v I ��,, Ln cj �Ln Qa L,i Ln Ln , p¢ �w ^� rnrn ¢ ��� W NN o NN x ++ w 18' N L� L- v ¢¢ v ^ J I- Q o 51 1 j J a 0 4 6 4 5 ~ l 4 4 4 3 4 2 41 4 0 � 3 g C TONSET STRIEET ++ w 3 5 3 4 ++ c� Ln c� Ln x Ln i c� Ln N N¢ (n I _ 26 47 N ` QQ I- I- I_�OW 32 31 32 W z 1 (3�(7� 00 26 4' m (n �f-OW m In In U Q¢0d Q QQ m NN I- I.7 r•J<� O U�UO J d1'�i ^ r z N N c L? �- ��/`� o c�1 Ln In z o c5 Q¢ c� Ln Ln z o E- a s U Ih o v 1 _ t�� 48 �Lnln �U)� ��Ow Lrio Q / I Lil Ln (n C� Ln L o Z p � + O In Ln + ±j SEE SHEET \ C W ! � v� Q w n o LLJ c,4 1I\ LL� �- HATHAWAY AVENUE C-0lu--) V) a LINE TABLE LINE LENGTH BEARING L1 50.66' S89'02'477E CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 1 20.00' 31.42' 20.00' 90'00'00" 2 520.00' 84.29' 42.24' 0917'13" 3 500.00' 81.04' 40.61' 0917'13" 4 480.00' 77.80' 38.99' 09'17'13" 5 20.00' 31.58' 20.17' 90'28'25" 6 20.00' 1 31.25' 1 19.84' 1 89'31'35" 7 500.00' 1 69.28' 1 34.70' 1 07-56'20- 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. 1. 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. 1. 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 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 L-- -- A 2 SHEET WHERE SECTION IS SHOWN CONSTRUCT 12' WIDE 50.00 FT. VERT. CURVE m ^ � Lo m r; "Rt -i" - �ul ri � "R3-7" - M PO n M M W W > NUMBER FOR TAPER DESCRIPTION W M J W "R4-7" - ui Li Lo I LL-! > J W Lri . 352 I 352 _ APPROXIMATE EXISTING "W14-2" - ^ ^ W m OY O N O i W I 00 p N ,to + >+ N + I� ¢ W. o O V \ > I U a m 348 N m Lna^ u')w En Tla: i cvmn) - W SEWER - ® SEWER MANHOLE - REFER TO SEWER & STORM DRAIN PLANS. 0 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. ' s , ----- - W H Cr - 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. 1. 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. 1. 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 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 L-- -- A 2 SHEET WHERE SECTION IS SHOWN CONSTRUCT 12' WIDE IY S=0.51% � to m R1 z CROSS GUTTER - FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT "Rt -i" - STOP "W3-1" - STOP AHEAD Ic - - "R3-7" - M N n TURN RIGHT "S4-2" - WHEN CHILDREN ARE PRESENT ® "R26(CA)" I NUMBER FOR TAPER DESCRIPTION W M i "R4-7" - )A 65, -'--__�- > J W � 1- - END W/OM4-3 MARKER NOTE: M I 352 _ APPROXIMATE EXISTING "W14-2" - O ! fY O W_I GROUND ® CENTERLINE SINGLE ARROW CODES. co "W1-1" - N \ "W3-3" - SIGNAL AHEAD co I DRAIN - REFER TO SEWER & STORM DRAIN PLANS 0 �p f� a 348 t Q - a U i mV) F• - S=0.25%_ 344- - ------ 11+00 ---11+00 12+00 (STA. 10+00.00 TO 24+00.00) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL S=-0.35% f PROPOSED NORTH FLOWLINE 14+00 15+00 16+00 50.00 FT. VERT. CURVE Lo ^10 0 -o-) Lo U-),� Lo l r7 M M r • M l WLut LLI J J J J Iu I J J -1 7 I W �` ,.-) w J co 5 ui c6 O j M W Lo + - t7 M + j U �O j r m (n m N IL LJ Ln UW �- S==0.33% PROPOSED SOUTTi FLOWUNE 13+00 14+00 15+00 LEGEND: (CONLI IY S=0.51% � to m R1 z FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: - FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT "Rt -i" - STOP "W3-1" - STOP AHEAD Ic - - "R3-7" - M N n TURN RIGHT "S4-2" - WHEN CHILDREN ARE PRESENT ® "R26(CA)" I NUMBER FOR TAPER DESCRIPTION W M I i "R4-7" - KEEP RIGHT "R7-9" - NO PARKING/BIKE LANE N -'--__�- - J W "W31(CA)" - END W/OM4-3 MARKER NOTE: M I Ih _ APPROXIMATE EXISTING "W14-2" - ..;__ w w "W1-7" - DOUBLE ARROW (CA). (CA) INDICATES CALIFORNIA W_I GROUND ® CENTERLINE SINGLE ARROW CODES. W W W "W1-1" - CURVE ARROW uj "W3-3" - SIGNAL AHEAD co I DRAIN - REFER TO SEWER & STORM DRAIN PLANS 0 STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS i mV) j W SEWER I ® SEWER MANHOLE - REFER TO SEWER & STORM DRAIN PLANS. 0 S=-0.35% f PROPOSED NORTH FLOWLINE 14+00 15+00 16+00 50.00 FT. VERT. CURVE Lo ^10 0 -o-) Lo U-),� Lo l r7 M M r • M l WLut LLI J J J J Iu I J J -1 7 I W �` ,.-) w J co 5 ui c6 O j M W Lo + - t7 M + j U �O j r m (n m N IL LJ Ln UW �- S==0.33% PROPOSED SOUTTi FLOWUNE 13+00 14+00 15+00 LEGEND: (CONLI IY S=0.51% � to �\ R1 z FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: - FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT "Rt -i" - STOP "W3-1" - STOP AHEAD Ic - - "R3-7" - RIGHT LANE MUST "S5-2" - END SCHOOL ZONE N n TURN RIGHT "S4-2" - WHEN CHILDREN ARE PRESENT ® "R26(CA)" - NO PARKING "S4-3" - SCHOOL NUMBER FOR TAPER DESCRIPTION "R3 -5R" - RIGHT TURN ONLY "R2-1" - SPEED LIMIT 20 ^_ ® "R4-7" - KEEP RIGHT "R7-9" - NO PARKING/BIKE LANE 1 "R81(CA)" - BIKE LANE "R7-9" - NO PARKING/BIKE LANE 1Oi-M BTW "W31(CA)" - END W/OM4-3 MARKER NOTE: M "W73A" - RIGHT LANE TURNS RIGHT SIGN NUMBERS ARE FEDERAL CODES "W14-2" - NO OUTLET UNLESS OTHERWISE INDICATED BY NOTE: "W1-7" - DOUBLE ARROW (CA). (CA) INDICATES CALIFORNIA W_I "W1-6" - SINGLE ARROW CODES. W W W "W1-1" - CURVE ARROW uj "W3-3" - SIGNAL AHEAD -- STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS 0 STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS 0=C Z 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 -APPROXIMATE EXISTING - GROUND 0 CENTERLINE 16+00 co M M � I I W I -4 ? W 4 J 00 + S=-0.517 M N.._ IY S=0.51% � to �\ - PROPOSED SAWCUT LIMIT LINE -TS---- - FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT -IR - -- O Ic - - FURNISH & INSTALL INTERCONNECT CONDUIT TB3 -Tos T`' N n TR3=NO. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE ® CURVE NUMBER FOR CURVE DESCRIPTION {{f NUMBER FOR TAPER DESCRIPTION Q® 1 ITEM OF WORK - SEE SCHEDULE ^_ ® CURVE -31 1 � SEE DETAILS ON PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) 1Oi-M BTW M M M M M I� wj j> NOTE: J J J W W_I uj 'ui W W W W L j uj A.C. PAVEMENT TO BE REMOVED AND DISPOSED. aaa aaa M C N > a 2 0=C Z w M I 50.00 FT. VERT. CURVE n M M L1] Lo n rn L� o to M M 'M Ln M M W W w > j > I> Q_ ro _ I ' W W t7 M I.LJ �_' I -'-I J W J Lo J - OR m _ ' M '� J d I J J Li W d W c=) _. -. O . _ } N ILL M to W - w Oi ¢ w Oj - Q'to N j N I N N [L' to W ^ - Z L`nrn N J I J N W '� + -� ± _ __ __ . �1+ + -f� + J 04 _ U N> U N .i• m' N N I I N x N j Q -- Q� D o� kf�I m to w m co ��(n - I = � IW S=-0.25% _ S=0.26% S=-O.Si% � S= . X +- - Ln -p PROPOSE IH MMUNE-i rn rn ao IJ co NORTH MMM M FLOWLINE 19+00 20+00 21+00 22+00 23+00 w W w w W 24+00 W WW J J W w aaa aa+� 17+00 LEGEND: (CON1.1 �\ - PROPOSED SAWCUT LIMIT LINE -TS---- - FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT -IR - -- FURNISH & INSTALL IRRIGATION CONDUIT Ic - - FURNISH & INSTALL INTERCONNECT CONDUIT TB3 -Tos T`' 50.00 FT. J Ln TR3=NO. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE ® CURVE NUMBER FOR CURVE DESCRIPTION OTAPER NUMBER FOR TAPER DESCRIPTION Q® 1 ITEM OF WORK - SEE SCHEDULE ^_ ® CURVE 1 � SEE DETAILS ON PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) SHEET 12R. CALTRANS TYPE IV ARROW, LEFT OR RIGHT M AS APPLICABLE, TO BE PAINTED QVERT. j AS APPLICABLE, TO BE PAINTED NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT O STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT 'ui PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. O ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. ® A.C. PAVEMENT TO BE REMOVED AND DISPOSED. M C N > a 2 0=C Z w M I W _. a. Ln ffl ._ -- _._ � . ^ W _. O _ r�r�.._ _ W W ----- - W H Cr - ''a^^ V/ _ U O U Z O ao j W M \O JM Wlhw - I U Ih > I M --_. W ao mZ w W Ln I J J O J J I wcn U a x U M L� N 0 li. p J W M _-. � W W p T� z LL Lr) LLJ _ _ Li_ o L'D W N Q - _.- 6: + J W N W Wm I rn + Q r, .L+ M J x+ .0- W NV j_d Q[ra j LLJ Z d - - im'N-.- ___... !� - I m U I- 00 I Q . _..._-- Ci N m N _ - - Nd W!n - - - - - - _� - Ci~ �� U- - -U cr, H Ow- _ mN d i �• �'.�...-tom. - W HO0 Ln z m (n 1 Lu 1 I j W Ln C� Ln Z O. 17+00 LEGEND: (CON1.1 - - - - - PROPOSED SAWCUT LIMIT LINE -TS---- - FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT -IR - -- FURNISH & INSTALL IRRIGATION CONDUIT Ic - - FURNISH & INSTALL INTERCONNECT CONDUIT TB3 -Tos T`' FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT J Ln TR3=NO. 3 1/2 SIZE TR5=N0. 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 CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS � SEE DETAILS ON PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) SHEET 12R. CALTRANS TYPE IV ARROW, LEFT OR RIGHT M AS APPLICABLE, TO BE PAINTED 0 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 'ui PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. O ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. ® A.C. PAVEMENT TO BE REMOVED AND DISPOSED. S=0.25% S=0.51 0) , ^ Lo O Io 18+00 j jj W WWW a a a - PROPOSED SOUTH FLOWLINE 00 00 OD >w W W 20+00 21+00 22+00 23+00 24+ wWW aaa CONSTRUCTION NOTES: O1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 OZ CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 OCONSTRUCT 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. 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. 8O 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. 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. 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. UNIT 2 o4LY RECORD DRAWING REVISION 15'� �Esj S APPROVED ROGER A. McINTOSH DATE R.C.E. 33322 EXP. 06/30/16 REVISION APPROVED BY: �• ARIAN SHAW C.E. IV DATE R.C.E. 32178 EXP. 12/31/16 rn O r7 Q O Z O0 U of Z �O I Q J �QLJ� LLJ U 000 Wto 0 o �- N (Y lit Y Q m C3 Q 0 }J 50.00 FT. J 0 M Ln J Ln VERT. CURVE In H r7 N 00 M M I - 0 W I C) O a L O 'ui z O z LLj Ln ¢ M MCN 2 0=C Z w M I W _. a. .-_. _._ W 00 _. W ._ -- _._ � . ^ W _. O _ r�r�.._ _ W W ----- - W H Cr - ''a^^ V/ _ U O U Z O ao j W _ o - I U Ih > I > V O W Ln I J J O J J LLJ J a x U M a N 0 li. p m .._e. Q W M _-. � W W p _.____ }�w Q' MO z LL Lr) LLJ _ _ Li_ o L'D -_� Z V 6 T i j M N N. (Y .0- W NV j_d ^ N Z d - - im'N-.- ___... !� - I m U I- IV J L, LLj MJF NQw J - W J N..- . _..._-- Ci - ----- _ - --4 --j Lriln�LLJm Nd W!n _- - ~ Q \ �� VI ~ Q Q _ mN d - �• �'.�...-tom. - W HO0 Ln z - _ - -m� (n �zpzli 4 ° W O S=0.26% W a 0- J d J S=-0.25% S=0.25% p W - PROPOSED SOUTH FLOWLINE 00 00 OD >w W W 20+00 21+00 22+00 23+00 24+ wWW aaa CONSTRUCTION NOTES: O1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 OZ CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 OCONSTRUCT 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. 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. 8O 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. 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. 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. UNIT 2 o4LY RECORD DRAWING REVISION 15'� �Esj S APPROVED ROGER A. McINTOSH DATE R.C.E. 33322 EXP. 06/30/16 REVISION APPROVED BY: �• ARIAN SHAW C.E. IV DATE R.C.E. 32178 EXP. 12/31/16 rn O r7 Q O Z O0 U of Z �O I Q J �QLJ� LLJ U 000 Wto 0 o �- N (Y lit Y Q m C3 Q 0 }J 400"llb, J 0 M Ln J Ln J Ln J Ln In H W N 0 W �LnZ a L O z O z LLj ¢ U ��Momo 2 0=C Z w Z I Lu Lu W H Cr - ''a^^ V/ U U O U Z O ao j �L o Z U W > V O W Ln I J >_ o LLJ a x U M a N 0 a L j O O Z Ln Z V 6 T i (nW LY Ln Lriln�LLJm N �m �zpzli W O W W a 0- J d J p W p W p W p W W d (n N Ln Ln > S S > > W Lr W Lr W Lr W � W Lr o 0 0 0 w F M N O d p O N O N N 0 0 0 0 0 W W LL0 400"llb, 0 0 0 N 0 a L O z O U 0 2 0=C Z + 0 x I Lu Lu W H Cr - ''a^^ V/ U 0) %moo ao j o Z W oC H Q >_ o a tn N 0 0 N 0 a V. J U o T i W W LL0 ffillimi o� 3 I �2a oo - D �`' �' - 25+oB 36" DRAIN 26+00 D b �_S IS899 7" n s -+- - I � INTERSECTION W N o 8" SEWER z UNT3 II +( 2 3 }I II w - tCN 0 Ln 3 IN STA. 13+64.85 C.L., WAREHAM DR. o WAREHAM DRIVE R/W2 - �- N CD C6 UNT a o SEE SHEET 7 50.18' II v�t I _ J _ _ J_ J I_ _ _ _ _ _ I, 20' 1 20' I I Q CD or_ (=o co N ++ I i QN cfl iD tD , CO tD � 0' 35 I OON Z 00 NI '-5 NON I W I- Z J O C :+: ->'I 1 J 00 m �i 1 CID I :I-- �--- -- W I � c5 w U Q < Ln � W I NN c",04 Q NINN m U-5 U-) Muj U 3 6 I F-- I R/W :_ a d `D z //=n C) I Lo V)c=)l LnM¢ 1- m 2 c~nci I 352 o 0 -- - I -- i 'o `_ W 2 O � o� 3 I �2a oo - D �`' �' - 25+oB 36" DRAIN 26+00 D b �_S IS899 7" n s -+- - I � INTERSECTION W N o 8" SEWER z UNT3 W N +( 2 3 }I STA, 26+29.35 C.L., HATHAWAY AVE.= w - tCN O CA Ln 3 IN STA. 13+64.85 C.L., WAREHAM DR. N I > N R/W2 - 11 CD C6 UNT a . I 1 50.18' II v�t I J I U �`I o '�f1 L' wI¢N LL wl W I Q CD or_ (=o co N ++ I i QN cfl iD tD , CO tD � O 35 J 36 U-5+ I J xr } '-5 ,_C,fl 's'Q: I co O I SEE SHEET 7 J J Ln Cn U I - c5 w U Q < Ln J..-- UI "' m Ln Ln Muj 3 6 I Q � :_ > o0 o I TONSET STREET w 352 o 0 I I SEE SHEET 11 o Of i 'o `_ GROUND CENTERLINE 2 O � o H0 i w fn , j Z J�, � 1 q- TONSET STREET SEE SHEET 11 00 + 1 I 2 of v i U 4 - -- ~ `� _ _'! ~ 10 -M civ 20' 20 N --m v~i ---- - 5 a 6 8 9 10 w 348 � _ J N J J _j - _ � C> `'' Q� 348 { 40 O' 30 JJ V W I li Ll: J L� LyI J L I J - N M�I� w =N J JI J JI J JI O Q 0 N w I O O O Ln I c o I I Z W W I W Li W u: W u: J W J W J W I O O O O r Q O I Q� t\ I NO r N p I a0 >-- n LXJ N I >- (p n Z V - w J Z C3 U .51% O O I O O O p O I cD O N O N I p N O I U O p 0O 3 344 % �i + NE w^ Q U 344 i1'i ^W4:I+ U n0 CN M C6 06 C9IY V No MINN W O O W t + + + �i + + 3+ Q v% F- '- Q O) O Q N (5I Q MI Q 06 �� Llj r7 pp I > =) >_ N� W N NI w > N m ^^JO M ti U ISM 3 + +I + + 3 + + 3 + � ¢ Uj Q 4 tn of .- W J J J W W �t d `- W I N N w w - i� W' ��aa�N W F-- Q I F- Q I- I p Q Q I p Q Q p Q V f- MMJ[n �- Q Q W Lu M2 I!lo(loI ++ m [fl co > t 3 1 �� I �N cn I c� Ln �I Ln I Ln a WI�� o N Z oQQ r- I oQ Q ,- I oQ Q I p Q Q W I o Q Q 38 I oo - Z I \ w Ln Ln ,� LEGEND: (CONT.) LEGEND: (CONT. ABBREVIATIONS U Q w I LnLnzo PROPOSED SAWCUT LIMIT LINE eta- U,Ln�_ �' [n Ln I Lo ' cn I 2 c N Ln I c N Q Q¢ �� L~i� iii 39 -- TS------- -- ELEV. - -- -R-WW�L_ "R6-1" - ONE WAY "S5-2" - END SCHOOL ZONE ---IR --- FURNISH & INSTALL IRRIGATION CONDUIT B.C.R. BEGIN CURB RETURN P, 1. POINT INTERSECTION "R - DO NOT ENTER "S4-2" - WHEN CHILDREN ARE PRESENT E.C.R. END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE 6(C - NO PARKING "S4-3" -SCHOOL "R26(C is _-_A)" FURNISH &INSTALL INTERCONNECT CONDUIT B.C. BEGIN CURVE PCC POINT OF COMPOUND CURVATURE "R3 -5R" - RIGHT TURN ONLY "R2-1" - SPEED LIMIT 20 l,�3 T115 E.C. END CURVE TC TOP OF CURB - "R4-7" - KEEP RIGHT "R7-9" - NO PARKING/BIKE LANE -- -- _L POINT OF INTERSEC11ON T.P. TOP OF PAVEMENT "R81(CA)" - BIKE LANE FURNISH 3 SIZE TRC=NO. 5 SIZE TR6=N0. 6 SIZE 3 "W31(CA)" - END W/OM4-3 MARKER NOTE: "W14-1" - DEAD END SIGN NUMBERS ARE FEDERAL CODES Oj CURVE NUMBER FOR CURVE DESCRIPTION 0,0 FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. -- _TCD - 1�T I "W1-7" - DOUBLE ARROW (CA). (CA) INDICATES CALIFORNIA O TAPER NUMBER FOR TAPER DESCRIPTION EXISTING SURVEY MONUMENT "W1-6" - SINGLE ARROW CODES. - 0 ITEM OF WORK -SEE SCHEDULE + FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. o� 3 I �2a oo - D �`' �' - 25+oB 36" DRAIN 26+00 D b �_S IS899 7" n s -+- - I � INTERSECTION W N o 8" SEWER z U W N +( 2 3 }I STA, 26+29.35 C.L., HATHAWAY AVE.= w - tCN O CA Ln 3 IN STA. 13+64.85 C.L., WAREHAM DR. N I > N R/W2 - w CD C6 I 38 d . I 1 50.18' II v�t I J I U �`I o '�f1 L' wI¢N LL wl W I Q CD or_ (=o co N ++ I i QN cfl iD tD , CO tD � O 35 J 36 U-5+ I J xr } '-5 ,_C,fl 's'Q: I `r w U W N +( 3 + Ln }I 3+ w - tCN O CA Ln 3 IN N N I > N U I '~ w CD C6 p d p Q d 50.18' -- -- J UyIZCD + 0 �jI co VI (=o co N ++ I i = U N � 0 35 J 36 4 C - N N WAREHAM DRIVE a34 W co O I SEE SHEET 7 J J Ln Cn U I - c5 w U Q < Ln J..-- UI "' m Ln Ln N O > W J W � J 352 N W C> z o J � N U � Q 348miu) HATHAWAY AVENUE (STA. 24+00.00 TO 26+29.35) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL J W a a 352 348 37 _ _ _ _1 $ SEWER 6" SEWER I o INTERSECTION _ _ s _ _ 13+00 8" SEWER "' JEN STA. 10+00.00 C.L., HATCHVILLE AVE.= I - �- s s STA. 11+73.89 C.L., TONSET ST. I 3 37 I� CURVE RADIUS LENGTH TANGENT i 1 20.00' 31.58' 20.17' 90'28'25" Ln 3 20.00' 31.25' II 89'31'35" 3 20.00' 31.42' 20.00' 90100'00" o 20.00' 47.66' 50.18' -- -- J z 0 z O 0 > LD ++ � 0 z J � � N - W - co O I _ J J om Ln Ln U I - c5 w CID CD Ln J..-- UI "' o0 I Muj 3 6 I Lr :_ > o0 o I TONSET STREET w 352 o 0 W SEE SHEET 11 o Of i CURVE TABLE 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' 90100'00" 4 20.00' 47.66' 50.18' 136'32'10" N d Ln O_ M W W CL' C3 348 CO 344 10+0( U �F_ W Ln Ln 11+00 12+00 - - I - - - _� - - - - - - 4�5 S - 18" - D_ LL 29 ^I + �I N u � WAREHAM DRIVE 1 1 o SEE SHEET 7 J N 20' 20' `` L I 30' 30' in cn W I U)Lu M Q 1 ��I J z � a z O > > LD ++ � O z J � � - W I co IM I _ ad om Ln Ln U I - - CID Ln J..-- "' co a I Muj Q H U > I o I 8' SEWER 1 3 °° ( OL INTERSECTION 14 -.- S - + - - STA. 17+56.47 Cl HATCHVILLE AVE.= - - - - 1700 I I STA. 10+84.84 Cl WAREHAM DR. II v 3 II 3 I ° co 1 2 R/W- N Q o a ��� o ' o o U-) -i I� l CJI o 28 N N ,�,'> o `w I� o co o� I� � �I J N O N M w 2 O Z UwwW JJI LO IZ - I JJ Z U�ww + d L(il Q04 ^ _j.J Q M !n �� W UW I I Uw NNW- ui > Ln Ln > I V�'- 7 m vi �i J p r` 20' �0 �,� Q .. W I I I Y Lo LLcr>ii - _+``LL% rnrn 30' 30^_m ��ww i v~i c� v~i I p Q ~ I w NN p a v NNJ(n Q � N N SURFSIDE STREET r'-) r") Q W U �F-ow SEE SHEET 9 v d¢Qfa 19 18 p C� Ln LnZp C-? F-� F - F- � (n�zo �� 17 m Ln Ln w Ln Ln C7 N (n HATCHVILLE AVENUE (STA. 10+00.00 TO 17+56.47) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 50.00 FT. � o M N tD r7 r7 � > N > 09 � > > ,� d" W W J OCD N W fT m W W CP M LLj> J I Z L.� W W M M J Z > W ki N LL W Lo (n N41J � > > � Z NWJ Q > Q' ' w J J - Q CA w W u J it - nw + w -� �� Qw APPROXIMATE EXISTING LID CN C,4 a d f 9 U < of Q �- - - - o w �? L a ,0 ¢ � m _ GROUND ® CENTERLINE � �- _- ~ _ - U cj Ln z o m Ln W I °D u.i N c� Ln z o _ - - - - - - - w ]134:8 i -- W IN S=-0.707. S= .25% S=-0.257. S= fnPROPOSED: SOUTH fIb N 0000rnl of rnoo� I d� M t n d M M M I� w �I» > w w � J J J J J W w W W w W LJ _ _ _ _ a a a a a a 14+00 15+00 16+00 17+00 a s 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 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 QCONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL 0.40' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE 3 UNITS STANDARD PLAN RSP AB8A 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". 50 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 TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT A UNIT. �__ -- OPAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER 2 SHEIE,F- -Rii IS SHOWN CALTRANS STANDARD SPECIFICATION 8010-21C-19. ® CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 < > IN ORELOCATE EXISTING POLES BEHIND THE CURB, GUTTER & SIDEWALK r 33,. i s' FK AS DIRECTED BY THE ENGINEER. 30- 10 REMOVE AND DISPOSE OF EXISTING A.C. PAVEMENT. / �' OFCA. NT �.Q / INT 11 PAINT DETAIL 22 (DOUBLE -YELLOW) STRIPING USING PAINT PER '�` ��p��<'� 15 No CALTRANS STANDARD SPECIFICATION 8010-21 C-19. INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN 12 A73C WITH W-31(CA) SIGN WITH OM4-3 MARKER. BARRICADE UNIT 2 o��Y UNC IS TO GO FROM FLOWLINE TO FLOWLINE. 13 CONSTRUCT TYPE "M' MEDIAN CURB WITH 10" REVEAL PER C.O.B. STD. ST -2 (REVISED 6-2-99). 0) 0 rn Q O z o0 0 0r 'l- Z �o I Q J J QLd �} w U 00 J W CO V) u N Of W Y Q m N 0 0 N \ 0 i 0 0 0 0 Z w m a o a Of Q 0 m m o 3 v aw � U A' 0 � J Q ZW r J m co I� in cn W d U)Lu M Q M J � a z O > > ~ UU z J - W I La T Lu _ ad U W y W CID U- J..-- "' co a Ln Muj Q H U I APPROXIMATE EXISTING F Q w 352 W m o i 'o `_ GROUND CENTERLINE 2 O � o H0 i , j Z J�, � 1 a' + w I of v i U Q - -- 0 10 -M civ --m v~i ---- - a 0 w 348 � _ N 348 - -��- - _ 348 { - - w Q 0 N --- O = S=-0. % S=0.25% .51% 344 % PROPOSED UTH FL NE Ln 344 344 0 co CN t Ln L() v% U-) M I W W W J J J 24+00 25+00 w w - W W W W __j Q a a 10+00 !�! 11+00 12+00 LEGEND: LEGEND: (CONT.) LEGEND: (CONT. ABBREVIATIONS - - - - - - - - - - - PROPOSED SAWCUT LIMIT LINE F. L. FLOWLINE P.O-V.C. POINT ON VERTICAL CURVE R1- a FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD- T-19: C.L. CENTERLINE B.V.C. BEGIN VERTICAL CURVE" " Ri-1" -STOP W3-1" -STOP AHEAD TS------- FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT ELEV. ELEVATION E.V.C. END VERTICAL CURVE ROF "R6-1" - ONE WAY "S5-2" - END SCHOOL ZONE ---IR --- FURNISH & INSTALL IRRIGATION CONDUIT B.C.R. BEGIN CURB RETURN P, 1. POINT INTERSECTION "R - DO NOT ENTER "S4-2" - WHEN CHILDREN ARE PRESENT E.C.R. END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE 6(C - NO PARKING "S4-3" -SCHOOL "R26(C is _-_A)" FURNISH &INSTALL INTERCONNECT CONDUIT B.C. BEGIN CURVE PCC POINT OF COMPOUND CURVATURE "R3 -5R" - RIGHT TURN ONLY "R2-1" - SPEED LIMIT 20 l,�3 T115 E.C. END CURVE TC TOP OF CURB "R4-7" - KEEP RIGHT "R7-9" - NO PARKING/BIKE LANE -- INS FURNISH &INSTALL SPLICE BOX FOR INTERCONNECT P. 1. V. C. POINT OF INTERSEC11ON T.P. TOP OF PAVEMENT "R81(CA)" - BIKE LANE FURNISH 3 SIZE TRC=NO. 5 SIZE TR6=N0. 6 SIZE OF VERTICAL CURVE F.C. FINISH CONCRETE "W31(CA)" - END W/OM4-3 MARKER NOTE: "W14-1" - DEAD END SIGN NUMBERS ARE FEDERAL CODES Oj CURVE NUMBER FOR CURVE DESCRIPTION 0,0 FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. "W14-2" - NO OUTLET UNLESS OTHERWISE INDICATED BY "W1-7" - DOUBLE ARROW (CA). (CA) INDICATES CALIFORNIA O TAPER NUMBER FOR TAPER DESCRIPTION EXISTING SURVEY MONUMENT "W1-6" - SINGLE ARROW CODES. "W1-1" - CURVE ARROW 0 ITEM OF WORK -SEE SCHEDULE + FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. "W3-3" - SIGNAL AHEAD CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS + FURNISH & INSTALL METRO STREET NAME SIGN PER C.Q.B. STD. T-1. - - - D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS .:. PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) -c:>- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. 0 STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS CALTRANS TYPE IV ARROW, LEFT OR RIGHT AS APPLICABLE, TO BE PAINTED -4ED - FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. DET. ST -14. CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. CALTRANS TYPE I ARROW S SEWER - REFER TO SEWER & STORM DRAIN PLANS AS APPLICABLE, TO BE PAINTED ® SEWER MANHOLE - REFER TO SEWER & STORM DRAIN PLANS. NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANE 0 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PA PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. immomi TRACT BOUNDARY ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. ����NN�m���m� UNIT BOUNDARY A.C. PAVEMENT TO BE REMOVED AND DISPOSED. � o M N tD r7 r7 � > N > 09 � > > ,� d" W W J OCD N W fT m W W CP M LLj> J I Z L.� W W M M J Z > W ki N LL W Lo (n N41J � > > � Z NWJ Q > Q' ' w J J - Q CA w W u J it - nw + w -� �� Qw APPROXIMATE EXISTING LID CN C,4 a d f 9 U < of Q �- - - - o w �? L a ,0 ¢ � m _ GROUND ® CENTERLINE � �- _- ~ _ - U cj Ln z o m Ln W I °D u.i N c� Ln z o _ - - - - - - - w ]134:8 i -- W IN S=-0.707. S= .25% S=-0.257. S= fnPROPOSED: SOUTH fIb N 0000rnl of rnoo� I d� M t n d M M M I� w �I» > w w � J J J J J W w W W w W LJ _ _ _ _ a a a a a a 14+00 15+00 16+00 17+00 a s 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 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 QCONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL 0.40' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE 3 UNITS STANDARD PLAN RSP AB8A 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". 50 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 TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT A UNIT. �__ -- OPAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER 2 SHEIE,F- -Rii IS SHOWN CALTRANS STANDARD SPECIFICATION 8010-21C-19. ® CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 < > IN ORELOCATE EXISTING POLES BEHIND THE CURB, GUTTER & SIDEWALK r 33,. i s' FK AS DIRECTED BY THE ENGINEER. 30- 10 REMOVE AND DISPOSE OF EXISTING A.C. PAVEMENT. / �' OFCA. NT �.Q / INT 11 PAINT DETAIL 22 (DOUBLE -YELLOW) STRIPING USING PAINT PER '�` ��p��<'� 15 No CALTRANS STANDARD SPECIFICATION 8010-21 C-19. INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN 12 A73C WITH W-31(CA) SIGN WITH OM4-3 MARKER. BARRICADE UNIT 2 o��Y UNC IS TO GO FROM FLOWLINE TO FLOWLINE. 13 CONSTRUCT TYPE "M' MEDIAN CURB WITH 10" REVEAL PER C.O.B. STD. ST -2 (REVISED 6-2-99). 0) 0 rn Q O z o0 0 0r 'l- Z �o I Q J J QLd �} w U 00 J W CO V) u N Of W Y Q m N 0 0 N \ 0 i 0 0 0 0 Z w m a o a Of Q 0 m m o 3 v aw � U A' 0 � J Q ZW r J m in cn W Q zW J � a z O > ~ UU z Z I � Lu L ad U W y W CID co a Ln Q H U F Q w m a N N 0 N 2 O � o H0 Q U a U a' w a 0 z L'i 0 N 0 w Q 0 N O co W co W LCA Vi T 4 / I - Lo 7 e' m W Q zW J � a O > ~ UU co Z Lu L ad U W y W co a W � Q H U F Q o a N N 0 N 2 O H0 Q 0 a U a' co W co W LCA Vi T 4 / I - Lo 7 e' A PROPOSED BLOCK WALL A SEE WALL PLANS 7 589'02'47"E (Y \o R26(C1 II #OO` - Rl �- FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: CURVE RADIUS LENGTH Y DELTA 1� 20.00' l 19.82' 89'28'13" © 20.00' 31.96' 00 m 91'34'17" II 20.00' W 20.00' 90'00'00" ® 0 31.58' 20.17' 90.28'25" N Q II Q� 20.00' 31.25' 19.84' Lu Q �' 3 20.00' 31.60' 20.19' 90'31'47" 0 20.00' 30.87' 19.46' 88'25'43" ® O p Q U 29.72' 89'28'14" U (p 47.40' 30.28' >= 1� "W1-1" - CURVE ARROW J W FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. � co �w� - as cD STORM DRAIN -REFER TO SEWER &STORM DRAIN PLANS �- J PROPOSED Lr STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS o � � BLOCK WALL d t` U N,r; SEE WALL PLANS W m ---- SECTION DESIGNATION: FOR DETAILS -- w n� OO rUw SECTION LETTER M M M W I QN �Z W W << © oW w c� Ln cn TRACT BOUNDARY J SHEET WHERE SECTION IS SHOWN H ui A W \ U UNIT BOUNDARY 0 �- rn A � w C M O W to \/1 CD L'M M W M M Jl D -i 1 W I raj j �� co W S w J 4 U �ML'i W /� J M V M> W J Z 'J �'fl0 .1� Ld M M W 00 Lw__ W Z WWw > > � ZJ Q OD _ L' w w O N 1� 0 1 0 LJ OD --.. in pj L&J --L W W tai m co -1 Z 1 46 tD Q CN J.- O I M W + + �U-o �; I I o o_j ml� m +JN + a m----� C5 Q----rn�� �rn _ci c5 ¢ mow - t~n W Ln U HOW UH w m W (n l tnZO 1 - ---_ c�cnzo min L----- zS=-- -; 1 - - - - - - -� - - - - - - S-0.44% ` - w m S=-0.64% 5=1.01% Ill S=-0.99 , S=0.59% PROPOSE[) NORI En Q a PROPOSED NORTH FLOWUNE `�" '"`�' - - C� -.-�i._----- M M - ---_ --'-. > I _ I f w W J , J J J J J J I I 1 UJ uj W w i _ W W W W W W $+00 4 4 4} 9+00 a a a OOa a s 11+00 12+00 o oC� )o 13+00 S=0.51% r- �[L Is r) M M W W W LJ Iz 4 4 4 G 14+00 C A 'tf> Q� W � � M m j W W � J a w Lr C7 J I LZ o1°O Z O O1+ mIU => U) - 1 0.64% 1 d E i I 11+00 12+00 13+00 14 F. L. CURVE TABLE Rl �- FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: CURVE RADIUS LENGTH TANGENT DELTA 1� 20.00' 31.23' 19.82' 89'28'13" © 20.00' 31.96' 20.56' 91'34'17" © 20.00' 31.42' 20.00' 90'00'00" ® 20.00' 31.58' 20.17' 90.28'25" POINT OF INTERSECTION T.P. TOP OF PAVEMENT 20.00' 31.25' 19.84' 89'31'35" © 20.00' 31.60' 20.19' 90'31'47" 0 20.00' 30.87' 19.46' 88'25'43" ® 30.00' 46.85' 29.72' 89'28'14" EXISTING SURVEY MONUMENT 30.00' 47.40' 30.28' 90'31'46" 13+00 S=0.51% r- �[L Is r) M M W W W LJ Iz 4 4 4 G 14+00 C A 'tf> Q� W � � M m j W W � J a w Lr C7 J I LZ o1°O Z O O1+ mIU => U) - 1 0.64% 1 d E i I 11+00 12+00 13+00 14 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 IR - "R1-1" -STOP "W3-1" -STOP AHEAD ELEV. ELEVATION E.V.C. END VERTICAL CURVE , "R3-7" - RIGHT LANE MUST "S5-2" - END SCHOOL ZONE B.C.R. BEGIN CURB RETURN P.I. POINT OF INTERSECTION 50.00 FT. TURN RIGHT "S4-2" -WHEN CHILDREN ARE PRESENT E.C.R. END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE CD "R26(CA)" - NO PARKING "S4-3" - SCHOOL B.C. BEGIN CURVE PCC POINT OF COMPOUND CURVATURE W OD N \10 E. C. END CURVE TC TOP OF CURB SHEET 12R. /�� \ "R4-7" - KEEP RIGHT "R7-9" - NO PARKING/BIKE LANE P. 1. V. C. POINT OF INTERSECTION T.P. TOP OF PAVEMENT "R81(CA)" - BIKE LANE "R7-9" - NO PARKING/BIKE LANE J (6 OF VERTICAL CURVE F. C. FINISH CONCRETE "W31(CA)" - END W/OM4-3 MARKER NOTE: M M r'�S "W73A' - RIGHT LANE TURNS RIGHT SIGN NUMBERS ARE FEDERAL CODES © FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. d• "W14-2" - NO OUTLET UNLESS OTHERWISE INDICATED BY \\ M O "W1-7" - DOUBLE ARROW (CA). (CA) INDICATES CALIFORNIA EXISTING SURVEY MONUMENT O "W1-6" - SINGLE ARROW CODES. + W ONU t1l W "W1-1" - CURVE ARROW J W FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. � co �w� - FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. cD STORM DRAIN -REFER TO SEWER &STORM DRAIN PLANS �- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. J STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS �- LJ O t` LL r - - Ln - - - Q ----__------- zIL-\ c5 s SEWER - REFER TO SEWER & STORM DRAIN PLANS ---- SECTION DESIGNATION: W -- M - OO KsJ SECTION LETTER M M M W W W A © SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. I- Loro 2 TRACT BOUNDARY SHEET WHERE SECTION IS SHOWN H ui Q N W \ U UNIT BOUNDARY !L d- O W W O J lt> U Q J LJ N 0 O N _o - I ^ � 0 -�- m Ln i _ r 1 WLLJ I Li W f STC G'rj tf') M o a U W Z wMJ Li GROU*D 0 CENTERLINE -} O 348 0 Z Lri W' -+--- t= Q c N - ��, a co c~iO _��, L� 1 -` I .. _ F r I ao LLi to Q a = Cp Q1 fT to O t.i m W W � I I 0 Z - ---- m S=-0.519; -- -� -_- -- U NU --` -- L'� O CO N I �.._, N- OO I- ------------- - m 117 eF M M 0 :1= 117 O) M .. r /� Q>�t1U > � I S=-0 51% 11 Nd S=-0.479; N ------------- /� QOW U �1 t < 0 ha-* L-OOW> _-----�Y- = W U Z O U Lr W W W tr W S=-1.177 W S=1.35% 344 >O IZ J tl Lu Lu C� I '-11272 LTJ W co Ln 0 ' �i PROPOSED J J J W W W rn � N w O o 17 - J N v SOU1H I FLOWLINE > W j W l > W > W 15+00 16+00 of to I \ M M M j J LyjLyJJ > W S {` E j j W j>> W J J 344 8+00 a �..1 a -� a t\ ! _.. - 9+00 1 Q J J a a La W 10+ 4 0 � :g! 1 N LEGEND: N C14 ,ii M M LEGEND: (CONT.) o� ABBREVIATIONS o 0 0 0 13+00 S=0.51% r- �[L Is r) M M W W W LJ Iz 4 4 4 G 14+00 C A 'tf> Q� W � � M m j W W � J a w Lr C7 J I LZ o1°O Z O O1+ mIU => U) - 1 0.64% 1 d E i I 11+00 12+00 13+00 14 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 IR - "R1-1" -STOP "W3-1" -STOP AHEAD ELEV. ELEVATION E.V.C. END VERTICAL CURVE , "R3-7" - RIGHT LANE MUST "S5-2" - END SCHOOL ZONE B.C.R. BEGIN CURB RETURN P.I. POINT OF INTERSECTION 50.00 FT. TURN RIGHT "S4-2" -WHEN CHILDREN ARE PRESENT E.C.R. END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE O "R26(CA)" - NO PARKING "S4-3" - SCHOOL B.C. BEGIN CURVE PCC POINT OF COMPOUND CURVATURE W OD "R3 -5R" - RIGHT TURN ONLY "R2-1" - SPEED LIMIT 20 E. C. END CURVE TC TOP OF CURB SHEET 12R. /�� \ "R4-7" - KEEP RIGHT "R7-9" - NO PARKING/BIKE LANE P. 1. V. C. POINT OF INTERSECTION T.P. TOP OF PAVEMENT "R81(CA)" - BIKE LANE "R7-9" - NO PARKING/BIKE LANE J (6 OF VERTICAL CURVE F. C. FINISH CONCRETE "W31(CA)" - END W/OM4-3 MARKER NOTE: M M r'�S "W73A' - RIGHT LANE TURNS RIGHT SIGN NUMBERS ARE FEDERAL CODES © FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. VERT. CURVE "W14-2" - NO OUTLET UNLESS OTHERWISE INDICATED BY to A.C. PAVEMENT TO BE REMOVED AND DISPOSED. O "W1-7" - DOUBLE ARROW (CA). (CA) INDICATES CALIFORNIA EXISTING SURVEY MONUMENT O "W1-6" - SINGLE ARROW CODES. + W ONU t1l W "W1-1" - CURVE ARROW J W FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. > J "W3-3" -SIGNAL AHEAD - FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. - - D STORM DRAIN -REFER TO SEWER &STORM DRAIN PLANS �- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. (D STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS �- FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. DET. ST -14. 1 t\ � CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. LL r - - Ln - - - Q ----__------- zIL-\ c5 s SEWER - REFER TO SEWER & STORM DRAIN PLANS ---- SECTION DESIGNATION: �''� -- M ro M OO SEWER MANHOLE - REFER TO SEWER & STORM DRAIN PLANS. SECTION LETTER M M M W W W A © SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. I- Loro 2 TRACT BOUNDARY SHEET WHERE SECTION IS SHOWN H N Q N W \ U UNIT BOUNDARY n > a PROV M O t0 M > W O J W pJ W W (T J W I U Lj Q m V W Ln Si D.51�1 INCETOWN A (STA. 10+00.00 TO 23+52.06) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL APPROXIMATE EXISTING GROUND 0 CENTERLINE _ ------------� -- PROPOSED NORTH 16+00 MOT Ln W r- fV L Z ad C� In Ln CATCH BASIN NO. 19 �I 3 O w U Z > O t1 JV) MRM W Ln `I 00 18 20' 20' I 0' 30 PIRI[ PIS GHTS FEE SHEET 10 VENUE 50.00 FT. - - - PROPOSED SAWCUT LIMIT LINE TS FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT IR - FURNISH & INSTALL IRRIGATION CONDUIT lc - FURNISH & INSTALL INTERCONNECT CONDUIT , FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT (n TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE 50.00 FT. CURVE NUMBER FOR CURVE DESCRIPTION OTAPER NUMBER FOR TAPER DESCRIPTION O ITEM OF WORK - SEE SCHEDULE n O C W OD CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS VERT. CURVE PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) SHEET 12R. /�� \ CALTRANS TYPE IV ARROW, LEFT OR RIGHT J AS APPLICABLE, TO BE PAINTED CALTRANS TYPE I ARROW J (6 AS APPLICABLE, TO BE PAINTED 50.00 FT. M M r'�S STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT tL') PER CALTRANS STANDARD SPECIFICATION 8010-21C-19, VERT. CURVE ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. to A.C. PAVEMENT TO BE REMOVED AND DISPOSED. O j r�7 O cr- + C7 + W ONU t1l W N J W � > J '+ ooAce > J J MO J tp d a 1 t\ � W LL r - - Ln - - - Q ----__------- zIL-\ c5 Ln N ---- M �''� -- M ro M w0 Obi j O O W M M M W W W j liJ W OKi O j W W I- Loro H U N � W W H N Q N W \ U oowowl� O W W W W W W OM> W U Q J J� N 0 O N _o J I MW � 0 -F m Ln Jro Z J Ili LLJ j w J L.; in WLLJ m W M Li W I t� Z ti > W STC G'rj tf') M o a U W Z wMJ Li GROU*D 0 CENTERLINE -} > 0 -> 0 Z r' W' Z mJJ W t= Q ----------- O Ln Lu J O Om WJW O tD + J CD +W = Cp Q1 fT to O t.i m W W � I w0 + ZIP 0Jp m S=-0.519; QL= +WL-ui � NO U NU Z C-4 N O N = +WJ U MJ N I �.._, N- OO I- ------------- - m 117 eF M M J 117 O) M .. r /� Q>�t1U > � I I m U 11 Nd LJ.I N ------------- Z1�\-U O (n QOW U U LSA ha-* L-OOW> _-----�Y- = W U Z O U Lr W W W tr W C� NZD-m -- >O IZ J tl Lu Lu I I '-11272 LTJ W 0 _ 0 S=-0.25% J J J W W W =0.54% N - - J N N > W j W 00 > W > W 15+00 16+00 of w - - U-) 344 � r ^ n t\ n 0 l a J O N N N C14 ,ii M M o� o 0 0 0 j W > L' -I J J W W --� 22+00 23+00 17+00 18+00 19+00 20+00 21+00 LEGEND: (CONT.) 50.00 FT. - - - PROPOSED SAWCUT LIMIT LINE TS FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT IR - FURNISH & INSTALL IRRIGATION CONDUIT lc - FURNISH & INSTALL INTERCONNECT CONDUIT VERT. CURVE FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT (n TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE ® CURVE NUMBER FOR CURVE DESCRIPTION OTAPER NUMBER FOR TAPER DESCRIPTION O ITEM OF WORK - SEE SCHEDULE n O EASEMENT DESCRIPTION W OD CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS t SEE DETAILS ON PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) SHEET 12R. /�� \ CALTRANS TYPE IV ARROW, LEFT OR RIGHT J AS APPLICABLE, TO BE PAINTED CALTRANS TYPE I ARROW J (6 AS APPLICABLE, TO BE PAINTED NOTE: M M r'�S STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT tL') PER CALTRANS STANDARD SPECIFICATION 8010-21C-19, 0 ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. to A.C. PAVEMENT TO BE REMOVED AND DISPOSED. O j r�7 O cr- + C7 + W ONU t1l W uj Q W O J W � > J '+ ooAce > J J w J'6 J Q W a W LL r - - Ln - - - Q ----__------- zIL-\ c5 Ln ---- co - �N ----m -- 00 w0 Obi j O O W ,,,y M W OKi O Lo M Ln H U N O H N W \ U oowowl� W W W W s U Q >- r N 0 O N _o + Z � 0 -F m Ln a in a L.; in I APPROXIMATE EXISTING I m U) Li I ui w STC G'rj o a U GROU*D 0 CENTERLINE -} > ''' 0 Z cd - U m t= Q ----------- -Lu = _ s=-o.2s% � I w0 I m S=-0.519; S=0.51 NW Z Z C-4 PROPOSED SOUTH FLOWLINE W N w Ia O OO I- ------------- - m 117 eF M M J 117 O) M .. U w t Z] U N Q = W U Z O U Lr W W W tr W -..-_.. >O IZ J tl Lu Lu O ti W LTJ W 0 0 0 i J J J W W W N J N N > W j W 00 > W > W 15+00 16+00 of w LEGEND: (CONT.) � J - - - PROPOSED SAWCUT LIMIT LINE TS FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT IR - FURNISH & INSTALL IRRIGATION CONDUIT lc - FURNISH & INSTALL INTERCONNECT CONDUIT TU3 Tos FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT (n 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® 1 ITEM OF WORK - SEE SCHEDULE n _ -�1�� EASEMENT DESCRIPTION W OD CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS t SEE DETAILS ON PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) SHEET 12R. /�� \ CALTRANS TYPE IV ARROW, LEFT OR RIGHT J AS APPLICABLE, TO BE PAINTED CALTRANS TYPE I ARROW J (6 AS APPLICABLE, TO BE PAINTED NOTE: <L m SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT 1 L` 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. 18+00 19+00 I% s `--PROPOSED SOUTH FLOWLINE , ! ' I I 20+00 50.00 FT. CONSTRUCTION NOTES: O 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 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". 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 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 ®RELOCATE 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. 21+00 22+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. lr� - Of'�.'� LA l'i L -C REGUAU DRAIN i REVISION APPROVED BY: McIN R A. TOSH R.C.E. 33322 EXP. 06/30/16 REVISION APPROVED BY: _ MARIAN SHAW C.E. I R.C.E. 32178 EXP. 12/31/16 344 Lu W W 3©EI DATE DATE d7 0 M � Q O Z 00 0cr_'- z LL_ I a J J Q Ld w v 00 J w Lfl OL� o V) N tY w Y Q m :_ Q 0 } m � J M co loo J J N (O M n M ILn M (n M to to >J {> W -i Y W W OD J W { J Q N W W J (6 J { - W J <L m l M 'mow 1 L` 17 a 0 ¢{rn z o O P: O cr- + C7 + W ONU to + Z ZD + O CD N U � NO OI+ '+ ooAce L) mIN 2 V Q Q> O j a m Ln Li to Li La.1 r - - Ln - - - Q ----__------- zIL-\ c5 Ln ---- co - �N ----m -- Z ~ m W > 1 m CONSTRUCTION NOTES: O 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 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". 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 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 ®RELOCATE 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. 21+00 22+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. lr� - Of'�.'� LA l'i L -C REGUAU DRAIN i REVISION APPROVED BY: McIN R A. TOSH R.C.E. 33322 EXP. 06/30/16 REVISION APPROVED BY: _ MARIAN SHAW C.E. I R.C.E. 32178 EXP. 12/31/16 344 Lu W W 3©EI DATE DATE d7 0 M � Q O Z 00 0cr_'- z LL_ I a J J Q Ld w v 00 J w Lfl OL� o V) N tY w Y Q m :_ Q 0 } m � J J J J J J V) (n Ln to to to + ti O z Zo p a 0 z o O P: O � + O W � T ooAce 0W 2 V � w Lu � Ln Z Q co Z ~ m W > m Q H U Z O H oowowl� p s z N 0 O N _o Lr:Omo Z � 0 O V) U ui O Q o ui w o o a U > U 0 Z U U m t= Q HUtYON = w0 Maj m NW Z Z C-4 W N O OO 0 a U w t Z] U 0 Z Q = W U Z O U Lr W W W tr W >O IZ J tl O ti W LTJ W 0 0 0 N J N N > W j W j W > W > W > W of w � r ^ n t\ n 0 l a J O N N N C14 O u.) o� o 0 0 0 O + co Zo p a z o O P: O � + O W � T ooAce 2 V � w Lu � W U co Z m W > m H U Z H p s W U N 0 O N _o Z � 0 0 _J o a U O < DEPRESSED F.L. ELEV. 344.37 6" SEWER I W S�--- 11 +OC -X00'28'48"E 84.84' j� 4z" -`�- - - DRAIN 4 II HATHAWAY II o � 4 J J AVENUE �_ _L0 o_ -i� _ o o SEE SHEET 5 0 3 1 O 2 g o JJ `�' M> N --J 20 1 20_jl o t U W Z J J> w r J Li J J - J 30' 3D J J LL 'i ( ,� J N r J vWw v 1 ' eif,� IL_ �� NCi p rn o rnrn Uw W Z I v rl ' I cn coI Jw NN Q �� z o Lo Q C> C) aoa� (- 3 Q I °Oao r _ U I ++ CD tD "6 -j p 1 1 m vj N p �L[) 7 %� (n N m SLC) Q - + Q O N I Q Y U N cV Li ,i, O N + Z N N J j`� f\ �') �n I o o + + I 3 + M Q �a co I z S ++Jcc,,) m + .N-, ++ NN ++ �I W U-) �I W + W cD (D + U QQ ~ m NN M� 00 CD `t `t > O cif O] ++ I� (W nn U aQ�d � M < LJ --2 Ln `n Q w w U Z QQ Cj Q¢ n o U �< �n n cnI �- p IF- I- c� cn v) z p R/W ( cn cn cn 1 2 tri n o 6 I Li.l cn cn I I I Cn z 18" DRAIN 8" SEWER 1 N 3 I 3 5 I s ra , 6" SEWER - -� 1 �� s - - �- - - Llj II �> UNT 1 Q o>_ J Q J" �6I 6I I J uj u> J (- I CATCH BASIN NO. 16 _jof J O o W II J It �Q p W J � J Q > UNT ~ �= NORMAL F.L. ELEV. 344.54 O M J O W� II 5 O N 4 ° ui 3 a N II> O W -0- __j + ,j CL 6L �` U J O _j -j J 3 = o 04 SEE SHEET 3 2' �' cn W J HATCHVILLE o N w a Q <w J � � J AVENUE p Z N m o 1 Q - d Z CD (D o�� S=0.50 SEE SHEET 5 JJ - f RORE}SEi? WE E - r w W W ' W I W o m + + w o o M 20'' 20' I- o+ U -' I w w o r+ 30' 30 W 6 CU W co r\ QQ Z ^ � o N cDD u V) ri nn ad a 14j I 06_ I N g Q W Q �i I r` 0 O nn o r Q O Y i I M i T• ca raj O I J J 15' DRAINAGE EASEMENT F N N M M I _ J J 000 CD TO BE DEDICATED PER 1 W + co TRACT 6758 -UNIT 1 I ^ + + I- < w + N69'31'1 -W 3 v- O 5 zt N Q f �, °' 20.Oo', \ U (D �� �, DEPRESSED F.L. ELEV. 344.37 6" SEWER I W S�--- 11 +OC -X00'28'48"E 84.84' j� 4z" -`�- - - DRAIN 4 II HATHAWAY II o � 4 J J AVENUE �_ _L0 o_ -i� _ o o SEE SHEET 5 0 3 1 O 2 g o JJ `�' M> N --J 20 1 20_jl o t U W Z J J> w r J Li J J - J 30' 3D J J LL 'i ( ,� J N r J vWw v 1 ' eif,� IL_ �� NCi p rn o rnrn Uw W Z I v rl ' I cn coI Jw NN Q �� z o Lo Q C> C) aoa� (- 3 Q I °Oao r _ U I ++ CD tD "6 -j p 1 1 m vj N p �L[) 7 %� (n N m SLC) Q - + Q O N I Q Y U N cV Li ,i, O N + Z N N J j`� f\ �') �n I o o + + I 3 + M Q �a co I z S ++Jcc,,) m + .N-, ++ NN ++ �I W U-) �I W + W cD (D + U QQ ~ m NN M� 00 CD `t `t > O cif O] ++ I� (W nn U aQ�d � M < LJ --2 Ln `n Q w w U Z QQ Cj Q¢ n o U �< �n n cnI �- p IF- I- c� cn v) z p R/W ( cn cn cn 1 2 tri n o 6 I Li.l cn cn I I I Cn z 18" DRAIN 8" SEWER 1 N 3 I 3 5 I s ra , 6" SEWER - -� 1 �� s - - �- - - Llj II �> UNT 1 Q o>_ J Q J" �6I 6I I J � J (- I CATCH BASIN NO. 16 S20'26'41 "E RAO. I 2% STA. 9+60.77 C.L., 5.00LT.= STA. 9+10.70, F.L. LT. II J STA. 9+49.22, F.L. RT. ~ �= NORMAL F.L. ELEV. 344.54 12' DEPRESSED F.L. ELEV. 344.37 6" SEWER I W S�--- 11 +OC -X00'28'48"E 84.84' j� 4z" -`�- - - DRAIN 4 II HATHAWAY II o � 4 J J AVENUE �_ _L0 o_ -i� _ o o SEE SHEET 5 0 3 1 O 2 g o JJ `�' M> N --J 20 1 20_jl o t U W Z J J> w r J Li J J - J 30' 3D J J LL 'i ( ,� J N r J vWw v 1 ' eif,� IL_ �� NCi p rn o rnrn Uw W Z I v rl ' I cn coI Jw NN Q �� z o Lo Q C> C) aoa� (- 3 Q I °Oao r _ U I ++ CD tD "6 -j p 1 1 m vj N p �L[) 7 %� (n N m SLC) Q - + Q O N I Q Y U N cV Li ,i, O N + Z N N J j`� f\ �') �n I o o + + I 3 + M Q �a co I z S ++Jcc,,) m + .N-, ++ NN ++ �I W U-) �I W + W cD (D + U QQ ~ m NN M� 00 CD `t `t > O cif O] ++ I� (W nn U aQ�d � M < LJ --2 Ln `n Q w w U Z QQ Cj Q¢ n o U �< �n n cnI �- p IF- I- c� cn v) z p R/W ( cn cn cn 1 2 tri n o 6 I Li.l cn cn I I I Cn z 18" DRAIN 8" SEWER 1 N 3 I 3 5 I s ra , 6" SEWER - -� 1 �� s - - �- - - Llj II �> UNT 1 Q o>_ J Q J" J I J CD J JOf 6 n + M II J CAPE COD ~ �= 28 M M J O 6 II 5 O Q N 4 0 O AVENUE 3 a W II> O W O __j + ,j CL 6L �` 352; O z O J J o 04 SEE SHEET 3 2' Ck J Li li Q 9. m J Q' Q o N J I < v) Q <w J C>w-- v Q O p Z N - a + Q - o I oN S=0.50 I JJ - f RORE}SEi? WE E - r w W W J W '` W W `` I _j M M o+ a -' I w J LLJ nZp � W 6 CU W co r\ cD ^ U �` I o N cDD `° I ^ I r U 06_ I N g Q W Q �i I r` 0 O Q3.M o m l r Q O Y M M I ^O �- M 00 I T• ca raj O I J J u F N N M M I _ J J N CD w �... Q tD W + W +o ^ + + I- < 00+ + Q v- O r-� - 0000 U (D �� EoW3 rl -+- W + 3 I U 00 '3 N OD J J Q [D M Q pa rQ-I pd N w�� Q (n Q oQ st Q S=0.25% o a Q `._ + + _ W + u- I Li.l 4714 I W + Q 3 2 + Lr)p N I + I + 3 t�- II 3 O L- J J I Cb I p of vi I c5 a¢ I Y f Le) Ln I c� cn cn rn ai 0 0 I I c m N cn _ I w > + --�LR/W� U I I 634N5 C� !n + + !n l + + H c� cn Q ~ cn I Q W � ao a0 c� Q ~ cn Q cn I p Q F-- I s[ p p �- Q z � un N N Q p Q Q I m Q .__i J Y U j I Q Q W CD cD v 6" SEWERI '- p Q I I w p cD c0 20 20' 1 v s O O s 6" SEWER / 4 12+00 0 _ 13+0o 0 14+00 N00'28'48"E 221.33' r 15+00 + \ 6 1 36" DRAIN N o I 6+00 - f-- - - - - i- �� M 7 3 17+00 N00'28'48"E 338.69' 1 a+oo 19+00 O Z J I J CD J JOf 6 n + M M > 1 T M M M 2 _ _�_.. ____ ._.. II MM O Q N J W to II W II> O W L` __j + ,j CL 6L �` 352; O z O J J J W J w 2' Ck I Q 9. m oe � LJi•£3 .__. Q' Q H ICISl J W < v) Q <w 348 C>w-- v Q O p Z N - a + Q - o I oN S=0.50 I 344 - f RORE}SEi? WE E - r w `` I W `` I �` o '` `` w I `` I _j M M o+ a -' I w J LLJ nZp � W oC) W W co r\ r\ ^ 4 o N Z N c0 \ ^ n J r U 06_ I o g Q W Q �i I o ON w w I ,� W M i�j♦ _ - CD`ICp ---- _ J Q m 6) - J J ,y J J Q CD N F _ J J < Q CD a^- _ �... Q tD u- N ^�- n ^ w Q W o I- /<zj;!- t\ I I I O _ ILL 00 O Ln U W -+- W + 3 I U + '3 N ir, Q F, J J Q [D M Q 348 N M Q (n O W' ifj O I .- st > O S=0.25% U W > `._ + + _ W + u- + Li.l 4714 + W + Q 3 2 + U L'- + I + 3 O 3 O J J I Cb Q of vi I r� r_ p I Y oo ao CD I af 1_ o Q rn ai 0 0 I M I o0 00 > o- I w > + w > U I I C� !n + + !n l + + H c� cn Q ~ cn I Q W � ao a0 c� Q ~ cn Q cn I p Q F-- I s[ p p �- Q z � un N N Q p Q Q I m Q .__i J Y U j I Q Q W CD cD v p Q Q I '- p Q I I w p cD c0 20 20' 1 v 0 0 -� O O moo cn co I �� mNN cn c�cn I- cnI z c�� o �MInmM cin nI cinI cin {+ 30 30' � a � � � (n cn w � 15 Q Q Q 14 13 12 � � � 3 7 w <0 o ^ 3 � � ASHINTULLY cn (n n n z Ln N 4 0 �, �, En of �Ua 41 cj < � AVENUE z c�Qn v��i m V) Lo SEE SHEET 8 Q Q 344 - -- - - -t- -- S= f ' 10+00 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. 1. V. C. POINT OF INTERSECTION T.P. TOP OF PAVEMENT OF VERTICAL CURVE F.C. FINISH CONCRETE Co, FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. EXISTING SURVEY MONUMENT -+- FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. + FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. �} FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. DET. ST -14. �R/W to rn O vi 6 � + M M > M M M M co _ _�_.. ____ ._.. j _. _ MM O > J W to �+ w tl j 352 M > -- __j + ,j CL 6L I_ 352; O z J>d O wJ N LL f w Z W J w 1- v Ck I Q 9. m oe � LJi•£3 .__. co N •o b J W < v) Q <w 348 C>w-- v Q O p Z N - cn v)Z W - - Q - S=0.36% S=0.50 cn z p 344 - f RORE}SEi? WE E - r o d - ~¢ J -mw o j vi Lo U _�_ I M M M o+ a 10+00 Lu w J LLJ nZp + 352 W J W W co r\ 4 4 4 IJ Z N c0 \ 344 - -- - - -t- -- S= f ' 10+00 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. 1. V. C. POINT OF INTERSECTION T.P. TOP OF PAVEMENT OF VERTICAL CURVE F.C. FINISH CONCRETE Co, FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. EXISTING SURVEY MONUMENT -+- FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. + FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. �} FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. DET. ST -14. �R/W to 00 O vi 6 al + M M > M M M M co _ _�_.. ____ ._.. j _. _ MM O �M J W 13+00 w M> W tl j 352 M > -- __j + ,j CL 6L I_ Li L,..I i � O wJ N LL f w + cn J pr- Ci Ck coo 0 N W rn ; o b J W < v) J W Q cLkf O p Z N 348 v a Mo CL = Q - N + U c� cn z p L�i in 344 - -- - - -t- -- S= f ' 10+00 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. 1. V. C. POINT OF INTERSECTION T.P. TOP OF PAVEMENT OF VERTICAL CURVE F.C. FINISH CONCRETE Co, FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. EXISTING SURVEY MONUMENT -+- FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. + FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. �} FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. DET. ST -14. �R/W co 00 O vi 6 al + M M > M J w - m c ca M co ' M vi v MM > raj M a _jJ 13+00 w w w Ly W M > _ 4+00 __j + ,j CL Lo M I_ M M I O j J w + W r ti.! coo 0 N J WWW W ' < 23 J W (nIm W I w a[ J W Q U -)m Li L6 •--) O p Z N -- - J W I N + U IN + (n L� _ ._. _ _ _ moi+ O EN W Qc'� IZ Q ~¢ J -mw / mi U '� 'ILL: - U _�_ Q U QCkfd Z o+ a m W N LLJ nZp + 352 s Q - co r\ I IJ Z N c0 \ Q r U 06_ o LLJ 00 1= S=-0.519. M i�j♦ _ - --- ---- _ J a _ a PRS OSED 16 T FU _ -7 o o /<zj;!- I I I`` C-0 � Ln N W I w I _j 12+00 C-0 cn cn WAREHAM DRIVE (STA. 10+00.00 TO 19+24.87) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL C9 U-) M > W _---. W _- \ W \ c. `l APPROXIMATE EXISTING \ GROUND ® CENTERLINE I ci n \ �R/W co 00 O vi 6 al + M M > M J w - m c ca U - _ vi v MM > raj M a _jJ 13+00 w w w Ly ,?w W _ 4+00 __j + ,j CL d 4 4 M I 4 W w + C, d I LY Q LLJ coo 0 'Q 'o J w o W Lj W m (nIm W I w a[ (STA. 10+00.00 TO 19+24.87) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL C9 U-) M > W _---. W _- \ W \ c. `l APPROXIMATE EXISTING \ GROUND ® CENTERLINE I ci n \ )SED WEST 15+00 I 2 534N6 -1-N t -4: u �R/W co 00 O I 6 al + 3 M J J L` M 3 ca U w www Iw MM > I a _jJ 13+00 w w w --. w; ,?w W _ 4+00 4 d 4 4 4 4 W w + ® W Q LLJ coo 0 'Q 'o J w )SED WEST 15+00 I 2 534N6 -1-N t -4: u �R/W co 00 O ci O + + 3 I J J L` Q 3 ca U w F- Iw MM > I a _jJ C_,j cn Lo' m "W cn Co W co 1 M Q 04� N N W W w + ® W Q LLJ coo 0 'Q 'o J w o W co cn co cn 50.00 FT. II H �R/W Rt -s- o O ci O J W O 3 I J J L` Q 3 ca U w + + J MM > I a a l o coco ++ C-0 Ln ni 2 V)Lf> 01 / \ C) CD cV 9AF�ygtii NmI4 1 \ r C-4 00 co 5 coco co !n I- I Z Rt -s- o O N O "R6-1" - ONE WAY "S5-2" - END SCHOOL ZONE ' 3 co 0 FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT 3 ca > + r` + ao I J > 00 o a a l o Q C-0 n cn Co n 3 M M 4 01 / \ C) CD cV 9AF�ygtii NmI4 1 \ r C-4 00 co 5 coco co !n 16+00 17+00 18+00 50.00 FT. I- I Z Rt -s- o O N O "R6-1" - ONE WAY "S5-2" - END SCHOOL ZONE ' CDCD N cO FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT t\ n to > J - J J M > ® W W Y W COui O W ' Lrj116M - DOUBLE ARROW (CA). (CA) INDICATES CALIFORNIA "W1-6" - W 0_ J r J W > "W3-3" - SIGNAL AHEAD M M � W W W w SEWER - REFER TO SEWER & STORM DRAIN PLANS ® W Q LLJ c0 II 'Q 'o J w o W Lj W W LJ j J w - -.. -,--_ f0 t - 0' J. _ J W7 ly m m O cc ci `_ x 0 T x lu Li: L� _ ._. _ _ _ 352 W Qc'� + _ _ j of a- p M J (n v N or '� 'ILL: - APPROXIMATE EXISTING _�_ 0 < i o+ of / Q p� w . - d GROUND CENTERLINE + cD \ + co v + 352 s Q j co r\ m U Z N c0 \ Q r U 06_ o LLJ 00 M i�j♦ o 16+00 17+00 18+00 50.00 FT. 13+00 LEGEND: (CONT.) I- I Z Rt -s- 00 Cn CID O N O "R6-1" - ONE WAY "S5-2" - END SCHOOL ZONE ' "R5-1" - DO NOT ENTER "S4-2" - WHEN CHILDREN ARE PRESENT N cO FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT t\ n to N - BIKE LANE O1 "W31(CA)" - END W/OM4-3 MARKER NOTE: ® "W14-1" - DEAD END SIGN NUMBERS ARE FEDERAL CODES "W14-2" J - NO OUTLET UNLESS OTHERWISE INDICATED BY "W1-7" ' Lrj116M - DOUBLE ARROW (CA). (CA) INDICATES CALIFORNIA "W1-6" W > > > > "W3-3" - SIGNAL AHEAD M M � W W W w SEWER - REFER TO SEWER & STORM DRAIN PLANS ® W _j C14 W 00 0D W W Q W 00 W Lj W W LJ j J w - -.. -,--_ f0 t - 0' J. _ J W7 ly m ^ M O ^ x 0 T x lu Li: L� _ ._. _ _ _ J ' - - - + _ _ O (n p M J (n v N or '� 'ILL: - APPROXIMATE EXISTING _�_ (6 I__ < i o+ of / Q p� w . - d GROUND CENTERLINE + cD \ + co v + 352 II Q j co r\ m U Z N c0 \ Q r U '- > o LLJ 00 M i�j♦ o J a a m /<zj;!- Ln N - ---- -- -" _� =1 _ 348 �_f% Mq; c_n51%'I S=0.25% .,� 13+00 LEGEND: (CONT.) I- I Z Rt -s- FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: b �r ao "R1-1" - STOP "W3-1" - STOP AHEAD _ "R6-1" - ONE WAY "S5-2" - END SCHOOL ZONE FURNISH & INSTALL IRRIGATION CONDUIT "R5-1" - DO NOT ENTER "S4-2" - WHEN CHILDREN ARE PRESENT N "R26(CA)" - NO PARKING "S4-3" - SCHOOL FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT "R3 -5R" - RIGHT TURN ONLY "R2-1" - SPEED LIMIT 20 --TQM "R4-7" - KEEP RIGHT "R7-9" - NO PARKING/BIKE LANE "R81(CA)" O1 - BIKE LANE O1 "W31(CA)" - END W/OM4-3 MARKER NOTE: ® "W14-1" - DEAD END SIGN NUMBERS ARE FEDERAL CODES "W14-2" J - NO OUTLET UNLESS OTHERWISE INDICATED BY "W1-7" LJ J - DOUBLE ARROW (CA). (CA) INDICATES CALIFORNIA "W1-6" W - SINGLE ARROW CODES. W "W1-1" - CURVE ARROW a "W3-3" - SIGNAL AHEAD - - i -C - STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS Q STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS 9 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 LEGEND: (CONT.) I- I Z o rn b �r ao ,ti n n _ (n FURNISH & INSTALL IRRIGATION CONDUIT �6 N I� FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT ___.. M M M' --TQM TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE O1 CURVE NUMBER FOR CURVE DESCRIPTION O1 TAPER NUMBER FOR TAPER DESCRIPTION ® J J J J J LJ J W W W W W W < a a <t -4z rC 9 19.84' NOTE: 9 LEGEND: (CONT.) CURVE - - - - - - - - - - - - PROPOSED SAWCUT LIMIT LINE TANGENT FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT Ts - IR FURNISH & INSTALL IRRIGATION CONDUIT ___lc FURNISH & INSTALL INTERCONNECT CONDUIT TR3 T05 Tg6 FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT 60.23' 36.61' TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE O1 CURVE NUMBER FOR CURVE DESCRIPTION O1 TAPER NUMBER FOR TAPER DESCRIPTION ® ITEM OF WORK - SEE SCHEDULE 35.00' CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS 4.01' PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) 5 CALTRANS TYPE IV ARROW, LEFT OR RIGHT 31.58' AS APPLICABLE, TO BE PAINTED 90'28'25" CALTRANS TYPE I ARROW �lJf' AS APPLICABLE, TO BE PAINTED 19.84' NOTE: 7 SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT 31.42' STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT 90'01'07" PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. 20.00' j ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. 19.99' A.C. PAVEMENT TO BE REMOVED AND DISPOSED. 344 • CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 1 42.00' 115.77' 215.41' 15756'04" 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' 90'28'25" 6 20.00' 31.25' 19.84' 89'31'35" 7 20.00' 31.42' 20.01' 90'01'07" 8 20.00' j 31.41' 19.99' 89'58'53" 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 O2 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. OVEI O 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. OCONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS 4 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". Q 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: O OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED AT THE SAME SECTION LETTER 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. SHEET.NNE TION IS SHO ® CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 ORELOCATE EXISTING POLES BEHIND THE CURB, GUTTER &SIDEWALK°�, L I f AS DIRECTED BY THE ENGINEER. - r 10 REMOVE AND DISPOSE OF EXISTING A.C. PAVEMENT. I ._i 11 PAINT DETAIL 22 (DOUBLE -YELLOW) STRIPING USING PAINT PER r��''` �­�>`� CALTRANS STANDARD SPECIFICATION 8010-21C-19. OINSTALL 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. u IT Z pr1LY U N fT I 41L 13 CONSTRUCT TYPE "M' MEDIAN CURB WITH 10" REVEAL PER C.O.B. STD. ST -2 (REVISED 6-2-99). 0) I1 O oN M 4 0 Cf Q I \ O Z co o p U cr- d - CD O T Z u- I m Q J o CL LUU oo � O n- Z O x 0 T x lu _w O tl tu z cc O (n U N (n v N or r m LLI W m o V He Q Q w m U C SAN -x- � b � iA5 N N' Mo J Q M i > t,V z LX �o w F- c) H W F co W IIA V_ V_ UL 0 LD I1 co 4 N CD T co ZO c J I,. - CL O � O LLI 2 Z O x U T x lu I-- Wa tu z cc U N (n v L co to cc LLI m > V He C Q o C4 N o LLJ N v M i�j♦ o J a a H W F co W IIA V_ V_ UL 0 LD u Li UNT 1 z i? WAREHAM DRIVE ¢3 TR. 6491 2 7 SEE SHEET 7 O UNM 2 ' 20'10�,C_� '._ o_-- o 0' _ N J-' -jJ 1} -i � 0 (.j L � Lj 1- , Q CJ I ¢ z�� z asp oo m ofn O O O O ++CpW ++m00 �� �4i¢28 m ��� Nll� - ; Il N M 589'_30'05"E _140.03' 11+00 _ _ EXISTING STREET s (MOVEMENTS 1 8" SEWER N b 5PER TRACT 6491 29 � -- 2 R W-�_----- - II \ ¢ / 11 2 _ _ � C) TEMP. TURN AROUND EASEMENT I o 0 Of co o o PER DOC. NO. 0206255084 N I � I `� ! w I TO BE ABANDONED UPON I ;v I } RECORDATION OF FINAL MAP. IZ CD CD L 4-4- 0 m >< Z -:6P,:) o0 30 WAREHAM DRIVE U SEE SHEET 7 d d ad d d U i--- !- 0';z ¢F- H lJ (n V) w M (n (n ASHINTULLY AVENUE 3 55 ' 33 � + I 30" DRAIN b� 3 CL INTERSECTION STA. 10+00.00 C.L., BOUNTY LN.= sI s 11+00 f4 8 " SEWER b 12+00 S - STA. 14+33.99 C.L., PROVINCETOWN AVE. b 18" DRAIN 3 1 (� INTERSECTION I STA. 12+80.00 Cl., BOUNTY LN.= STA 14+37.17 C.L., CAPE COD AVE. L 5 4 w I 3 LEGEND: CONT.) 0 2 d 634M9 NUNT R1 I (n - - - - - - - - -- o F.L. 1" = 5' VERTICAL CD a PROVINCETOWN It d i U •Q JJ 30 C 2g AVENUE J ELEV. B.C.R. _ ; O I I CAPE COD ± SEE SHEET 6 0 o 1 v~i 348 r7 AVENUE --- --� 20' 20' - N--_ __ __ __ __ o_ SEE SHEET 2 E.C. 0' 1 30' Q I M = 00 Z 20" 1120' - I > J J J v~i I j c�C> f I jl,�J 4 z 3� Q I v r o l o, CALTRANS STANDARD SPECIFICATION 8010-21C-19. J �`` 0' 30' I of c oo 00 oIt � o �� a o o r 0o Z ui Q _N 'd- S SEE SHEET 6 i 00 "Wl-7" - DOUBLE ARROW (CA). (CA) INDICATES CALIFORNIA "W1-6" 1 CD C14 N �0 63402 i 0 ++ CNGoo I m cU ¢ Q N I / 352 U ¢¢ cn n n i cn 3 3 55 ' 33 � + I 30" DRAIN b� 3 CL INTERSECTION STA. 10+00.00 C.L., BOUNTY LN.= sI s 11+00 f4 8 " SEWER b 12+00 S - STA. 14+33.99 C.L., PROVINCETOWN AVE. b 18" DRAIN 3 1 (� INTERSECTION I STA. 12+80.00 Cl., BOUNTY LN.= STA 14+37.17 C.L., CAPE COD AVE. L 5 4 w I 3 LEGEND: CONT.) 0 ¢ N J d 634M9 SCALE: 1" = 50' HORIZONTAL R1 I (n - - - - - - - - -- o F.L. 1" = 5' VERTICAL CD a I 3 d i U •Q JJ 30 C 2g - - !w ELEV. B.C.R. _ ; O o0 cj'� ± N 00co X � J I o 1 v~i 348 r7 M FURNfSH &INSTALL INTERCONNECT CONDUIT B.C. w I 0 I 00 oI mm (n ( I E.C. 00 Q I M = 00 Z TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT I > J v~i I j c�C> f 53 PROVINCETOWN W o CALTRANS STANDARD SPECIFICATION 8010-21C-19. J ¢ W N w � O 0 AVENUE J OS CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 - � _N CAPE S SEE SHEET 6 �' M "Wl-7" - DOUBLE ARROW (CA). (CA) INDICATES CALIFORNIA "W1-6" J a a - 0 W `" "' m (Fn (n SEE SHEET 2 u z Ln 0 X 0 W N O ~ M 0 Li J J > 0 I W W r7 W M lZ J O O ujO -' _ . z 23 352 I --� o+ , - T- -- m it + 352 352 J - o L) `m w APPROXIMAT€ z ._- + - -! GROUND @ CENTE LINE ~ Li (" � v < -'- --- --'--� m 348 ` - ._ -i-� 348 348 - S=0.51% S=-0.25 S--0.25% I- o r,°,�° ; OPOSED SOUTH FLOWLINE EXISTING STREET S=0.51% IMPROVEMENTS 344 MMM PER TRACT 6491 o" j j j 344 3'4 W W J W W W -- 10+OOa a a 11+0010+00` __ w a� a� BOUNTY LANE (STA. 10+00.00 TO 12+80.00) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL APPROXIMATE EXISTING GROUND 0 CENTERLINE S=-0.37% PROPOSED WEST FLOWLINE 11+00 I APPROXIMATE EXISTING GRDUND @ CENTERLINES 4-- 11+00 (STA. 10+00.00 TO 11+40.03) LEGEND: CONT.) ui LEGEND:(CONT.) d o SCALE: 1" = 50' HORIZONTAL R1 J W d1 N - - - - - - - - -- UD F.L. 1" = 5' VERTICAL CD 0 N C> O W J 3 � + w i U •Q � Cj m z - - - -' ELEV. B.C.R. + 1 W o0 "R6-1" - ONE WAY "S5-2" - END SCHOOL ZONE "S4-2" IR N 00co X n ori v~i 348 -- M FURNfSH &INSTALL INTERCONNECT CONDUIT B.C. w w "R3 -5R" - RIGHT TURN ONLY "R2-1" -SPEED LIMIT 20 oI mm °O cn E.C. END CURVE TC TOP OF CURB I M = [D - FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT P. 1. V. C. > J "R81(CA)" - BIKE LANE j M w (n M �a \ w d W 00 O CALTRANS STANDARD SPECIFICATION 8010-21C-19. J ¢ W > J w � O 0 O J OS CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 - � W S 34-4.- W M "Wl-7" - DOUBLE ARROW (CA). (CA) INDICATES CALIFORNIA "W1-6" J TAPER NUMBER FOR TAPER DESCRIPTION - 0 O o0 La- 352 - ITEM OF WORK -SEE SCHEDULE J m O dU O W L.Lj > + W 352 r _ _ cn Z $3 co. __ ___-. O 0 352 I PER C.O.B. STD_ ST -4. (UNLESS OTHERWISE NOTED) O FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. STD. ST -14. ® C> m o +m CALTRANS TYPE IV ARROW, LEFT OR RIGHT N d N 0 AS APPLICABLE, TO BE PAINTED I v v N 0 CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. 0 U w (n 0 CALTRANS TYPE I ARROW Q _Z S SEWER - REFER TO SEWER & STORM DRAIN PLANS AS APPLICABLE, TO BE PAINTED a Q SEWER MANHOLE - REFER TO SEWER & STORM DRAIN PLANS. m ,y; APPROXIMATE EXfS M, z Q SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT 348' m © SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT GROUND 0 CENTERLINE w N O PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. TRACT BOUNDARY 348 - _ -a- - - - , U U _ 348 r L SAM% \ A.C. PAVEMENT TO BE REMOVED AND DISPOSED. W d W d W J S= -O. S=-0,26% 0 0 0 rn rn � P cwll N _ EXISTING STREET 344° o M M 0POSED 4ORTH OWLINE Mw ,, co (0IMPROVEMENTS 0 PER TRACT 6491 >� w J 344 w J 344 J wwW I 10+00``'Ww N jCD:C�:) I J J J 'no d d d L _Www 10+00° a a 11+00 a T u z Ln 0 X 0 W N O ~ M 0 Li J J > 0 I W W r7 W M lZ J O O ujO -' _ . z 23 352 I --� o+ , - T- -- m it + 352 352 J - o L) `m w APPROXIMAT€ z ._- + - -! GROUND @ CENTE LINE ~ Li (" � v < -'- --- --'--� m 348 ` - ._ -i-� 348 348 - S=0.51% S=-0.25 S--0.25% I- o r,°,�° ; OPOSED SOUTH FLOWLINE EXISTING STREET S=0.51% IMPROVEMENTS 344 MMM PER TRACT 6491 o" j j j 344 3'4 W W J W W W -- 10+OOa a a 11+0010+00` __ w a� a� BOUNTY LANE (STA. 10+00.00 TO 12+80.00) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL APPROXIMATE EXISTING GROUND 0 CENTERLINE S=-0.37% PROPOSED WEST FLOWLINE 11+00 I APPROXIMATE EXISTING GRDUND @ CENTERLINES 4-- 11+00 j 0 Ln M M r�7 JJ J W w w a� 0 LEGEND: CONT.) ui LEGEND:(CONT.) d o W R1 J W d1 N - - - - - - - - -- UD F.L. 352 0 N C> O W J 3 � + w i U •Q � Cj m (n 348 - - - -' j 0 Ln M M r�7 JJ J W w w a� 12+00 U-) r- 344 M M M _L�� w w w O LEGEND: CONT.) 0 LEGEND:(CONT.) d o M R1 SEE SHEET 2 - - - - - - - - -- w F.L. W to 0 N FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: 3 J U-) C.L. CENTERLINE B.V.C. BEGIN VERTICAL CURVE -� 352 Ts LLJJ ELEV. B.C.R. + 1 W o0 "R6-1" - ONE WAY "S5-2" - END SCHOOL ZONE "S4-2" IR FURNISH & INSTALL IRRIGATION CONDUIT E.C.R. ori v~i 348 -- ----w 12+00 U-) r- 344 M M M _L�� w w w 5 04 68 F7 _----- -_ --- 3 " DRAIN f o o 24'�c! --- 67 � INTERSECTION LEGEND: LEGEND: CONT.) n LEGEND:(CONT.) AVENUE o ABBREVIATIONS R1 SEE SHEET 2 - - - - - - - - -- PROPOSED SAWCUT LIMIT LINE F.L. FLOWLINE P.O. V. C. POINT ON VERTICAL CURVE 0 N FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: 3 20.00' C.L. CENTERLINE B.V.C. BEGIN VERTICAL CURVE -� "R1-1" - STOP "W3-1" - STOP AHEAD Ts FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT ELEV. B.C.R. ELEVATION E.V.C. END VERTICAL CURVE BEGIN CURB RETURN P.I. POINT OF INTERSECTION o0 "R6-1" - ONE WAY "S5-2" - END SCHOOL ZONE "S4-2" IR FURNISH & INSTALL IRRIGATION CONDUIT E.C.R. END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE f "R5-1" - DO NOT ENTER -WHEN CHILDREN ARE PRESENT "R26(CA)" - NO PARKING "S4-3" -SCHOOL Ic FURNfSH &INSTALL INTERCONNECT CONDUIT B.C. BEGIN CURVE PCC POINT OF COMPOUND CURVATURE w "R3 -5R" - RIGHT TURN ONLY "R2-1" -SPEED LIMIT 20 oI mm °O cn E.C. END CURVE TC TOP OF CURB I "R4-7" -KEEP RIGHT "R7-9" - NO PARKING/BIKE LANE M3 rg5 �6 - FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT P. 1. V. C. POINT OF INTERSECTION T.P. TOP OF PAVEMENT "R81(CA)" - BIKE LANE I TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE w (n OF VERTICAL CURVE F.C. FINISH CONCRETE �a \ w d -W31 (CA)- - END W/OM4-3 MARKER NOTE: (n (n CALTRANS STANDARD SPECIFICATION 8010-21C-19. IS sHo , FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. w � "W14-1" - DEAD END SIGN NUMBERS ARE FEDERAL CODES "W14-2" O CURVE NUMBER FOR CURVE DESCRIPTION OS CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 � - NO OUTLET UNLESS OTHERWISE INDICATED BY S 34-4.- EXISTING SURVEY MONUMENT "Wl-7" - DOUBLE ARROW (CA). (CA) INDICATES CALIFORNIA "W1-6" Oj TAPER NUMBER FOR TAPER DESCRIPTION - 0 -SINGLE ARROW CODES. La- "WI -1" - CURVE ARROW ITEM OF WORK -SEE SCHEDULE FURNISH &INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. m "W3-3" - SIGNAL AHEAD U L.Lj > > v5' CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS + FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. - ° STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS PER C.O.B. STD_ ST -4. (UNLESS OTHERWISE NOTED) -C>- FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. STD. ST -14. ® STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS m CALTRANS TYPE IV ARROW, LEFT OR RIGHT N -1 N 0 AS APPLICABLE, TO BE PAINTED E FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. DET. ST -14. N 0 CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. 0 J CALTRANS TYPE I ARROW Lj _Z S SEWER - REFER TO SEWER & STORM DRAIN PLANS AS APPLICABLE, TO BE PAINTED a Q SEWER MANHOLE - REFER TO SEWER & STORM DRAIN PLANS. NOTE: Q SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT m m © SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT O PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. TRACT BOUNDARY U U ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. UNIT BOUNDARY A.C. PAVEMENT TO BE REMOVED AND DISPOSED. 5 04 68 F7 _----- -_ --- 3 " DRAIN f o o 24'�c! --- 67 � INTERSECTION TED-) /;;� n. oo757 UMT 3 _ _ _ _ - - D STREET N00'5713"E 140.0_0ti+oo _ - �- ' PER 12+00 3 3 C14 _cD M ' I --- - STA. 10+00.00 C.L., CABOT WY.=. - STA. 11+82.55 C.L., CAPE COD AVE. I z - - ` - - - _ - - _ __-R/w 0 634M8 � a N f__� � � REMOVE AND SALVAGE 13 Q� o o z U EXISTING "END" SIGN 66 N 1 i w �uj � 00 I cj J r~ v U ± 20' I 20' o o z CD Ufo -- 30' 30 - ��--- =o m as cam' cn CAPE COD o o m j + + AVENUE ~ " SEE SHEET 2 �' = Z l,J (n (n H W (n (n CURVE TABLE CAPE COD n n TANGENT AVENUE o 20.00' 31.41' SEE SHEET 2 16 0 20.00' 31.42' 0 N 0 N 3 20.00' 31.42' 20.00' 90'00'00" M W Wj J j _04 o0 o0 I 0� z as 0 f I I o0 6 g 00 < a' w o oI mm °O cn oo m � ++ I m + m 4; U, I GROUIJD �CENTERLINE�-� z TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT z 3 Ck� - r I - w (n GROUND 0 CENTERLINE �a \ w d (n (n w (n (n TED-) /;;� n. oo757 UMT 3 _ _ _ _ - - D STREET N00'5713"E 140.0_0ti+oo _ - �- ' PER 12+00 3 3 C14 _cD M ' I --- - STA. 10+00.00 C.L., CABOT WY.=. - STA. 11+82.55 C.L., CAPE COD AVE. I z - - ` - - - _ - - _ __-R/w 0 634M8 � a N f__� � � REMOVE AND SALVAGE 13 Q� o o z U EXISTING "END" SIGN 66 N 1 i w �uj � 00 I cj J r~ v U ± 20' I 20' o o z CD Ufo -- 30' 30 - ��--- =o m as cam' cn CAPE COD o o m j + + AVENUE ~ " SEE SHEET 2 �' = Z l,J (n (n H W (n (n CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 1 20.00' 31.41' 19.99' 8958'53" 2 20.00' 31.42' 20.01' 90'01'07" 3 20.00' 31.42' 20.00' 90'00'00" CABOT WAY (STA. 10+00.00 TO 11+40.00) � � SCALE: 1" = 50' HORIZONTAL 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN CALTRANS STANDARD SPECIFICATION 8010-21C-19. INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W-31(CA) SIGN WITH OM4-3 MARKER. BARRICADE 1" = 5' VERTICAL PLANS AND DETAILS.2. M n O � OVER M W � 0 W J M (� Wj J j J 00 W W WWW WW ui O - w o < ti Q� w o oI mm o z $3 0 ' d 3481 ^ ` APPRO*ATE EXISTING c) r m + m 4; U, I GROUIJD �CENTERLINE�-� z TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT O Ck� - APPROXIMATE EXISTING UU co a m348�'v w (n GROUND 0 CENTERLINE w � J v CALTRANS STANDARD SPECIFICATION 8010-21C-19. IS sHo , w w � � `, F P OS CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 � S=-0.51% S 34-4.- No. ' AS DIRECTED BY THE ENGINEER. � � � T IV qT� op 'A PROI IOSED-WEST 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN CALTRANS STANDARD SPECIFICATION 8010-21C-19. INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W-31(CA) SIGN WITH OM4-3 MARKER. BARRICADE Q2 CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 PLANS AND DETAILS.2. M M O LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER OCONSTRUCT W > 0 W J COMPACTED TO 95% RELATIVE DENSITY PER C-O.B. STD. ST -9. w j j j 0 W WWW WW ui O W a < < +.! ._. O m h 11+00 al__",l9 344 j U, www --- - 10+00° a a 11+00 ��g 348 STREET IMPROVEMENTS PER TRACT 6757 348 =-0.25% 344 STREET IMPROVEMENTS PER TRACT 6757 CONSTRUCTION NOTES: NOTES: @tiy�P T IV qT� op 'A CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN CALTRANS STANDARD SPECIFICATION 8010-21C-19. INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W-31(CA) SIGN WITH OM4-3 MARKER. BARRICADE Q2 CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 PLANS AND DETAILS.2. M M O LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER OCONSTRUCT W > 0 W J COMPACTED TO 95% RELATIVE DENSITY PER C-O.B. STD. ST -9. w M � } w J 0 PER C.O.B. STD. S-12, UNLESS NOTED OTHERWISE. W O ¢(D O W O .._. +.! ._. O m p oI mm + ' d 3481 ^ ` APPRO*ATE EXISTING c) r SECTION LETTER m 4; U, I GROUIJD �CENTERLINE�-� z TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT O r UNIT. A Q m PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER 2 J v 344 j U, www --- - 10+00° a a 11+00 ��g 348 STREET IMPROVEMENTS PER TRACT 6757 348 =-0.25% 344 STREET IMPROVEMENTS PER TRACT 6757 CONSTRUCTION NOTES: NOTES: @tiy�P T IV qT� op 'A CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN CALTRANS STANDARD SPECIFICATION 8010-21C-19. INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W-31(CA) SIGN WITH OM4-3 MARKER. BARRICADE Q2 CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 PLANS AND DETAILS.2. m J Cn O 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. OCONSTRUCT 4 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. COMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS Q 0 PER C.O.B. STD. S-12, UNLESS NOTED OTHERWISE. Z tJ GUTTER LIP TO A DEPTH OF 12". ao �5 SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER 4. RAISE EXISTING SEWER MANHOLES TO FINISHED GRADE. ad INSTALL W-31 (CA) SIGN WITH OM4-3 MARKER AT UNIT BOUNDARY SECTION DESIGNATION: O OF TRACT IFADJACENT UNIT IS NOT CONSTRUCTED AT THE SAME SECTION LETTER � TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT O r UNIT. A Q m PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER 2 J v CALTRANS STANDARD SPECIFICATION 8010-21C-19. IS sHo , w w � � `, F P OS CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 � Z O RELOCATE EXISTING POLES BEHIND THE CURB, GUTTER & SIDEWALK / e.-'� No. ' AS DIRECTED BY THE ENGINEER. rr7 ?{ p 0 � f 6757 10 11 REMOVE AND DISPOSE OF EXISTING A.C. PAVEMENT. PAINT DETAIL 22 (DOUBLE -YELLOW) STRIPING USING PAINT PER @tiy�P T IV qT� op 'A F.c Gl 12 CALTRANS STANDARD SPECIFICATION 8010-21C-19. INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W-31(CA) SIGN WITH OM4-3 MARKER. BARRICADE ' `-� 1 QG--Q✓�'�l✓ L� id .,�� iT IS TO GO FROM FLOWLINE TO FLOWLINE. LA AJ 2 ON VN�'� b►.II.� CONSTRUCT TYPE "M' MEDIAN CURB WITH 10" REVEAL 13 PER C.O.B. STD. ST -2 (REVISED 6-2-99).�'^�" rn 0 �Q� O zz o0 z L_ I J Q W U 00 W c0 0 co N of Lu Y ryQ W O Z W N » 0 0 N m J Cn O J N I \ 0 0 Q 0 Z tJ ao d ad af � O r :E5 m Q m W � J V N a w w � � U Q 0 r » m J Cn J (n J N 0 F-- -:E5 Q V Z d ad CL Z O :E5 F- Q � J N O U o U w � O O _ � Z O Y :� O z V Ix 0 � La- m U L.Lj > > v5' w o 0 m J N -1 N 0 N 0 0 J N Lj _Z a Q Q m m d O O U U Z W d W d W J 0 0 0 cwll N N Mw w 0 w 0 N jCD:C�:) 'no 0) 0) W M W co r LL0 /, /-�, _75 ( a 0 Q V Z d ad CL Z O F- Q � J co F- > O O _ � Z W Lu O z V Ix 0 La- m U L.Lj > H o J N -1 N 0 N 0 0 J _Z a Q Q 0) 0) W M W co r LL0 /, /-�, _75 ( STA. 10+00.00 C.L., CALYPSO WY.= STA. 24+93.18 C.L., CAPE COD AVE. 24 I I I 352 '"' 1 2 (D S=-0. LENGTH N CAPE COD n ---- -_---- Ww-� I° � / AVENUE EP II II _- � SEE SHEET 3 0 0 98.53' W 1 6,34N N- -- O� j REMOVE AND SALVAGE oN b, 44'24'55" oo Lz o > po 20 20 I UW I o o o vW Q" Tn'o 6757 30 ' 30' o o o 0 z �i o 0 0o o I I I �z 23 ++ 9 om m�±±N0� l ( 0 N m O o o z Qoo U I-< ,\w cn�R QOQQ w cn ! of w I I a o / W 0 � w I Of J `` UJ L� Q _ °O I 3 2 8 ---_--__- o -_- + w 1- - 30" DRAIN 11+00 U �+., 3 - - NOO'5713"E -1 - I-- - - _ 1140.00' a ,I N D TREET IMPROVEMENTS PER TRACT 6757 INTERSECTION Q Z SEE SHEET 'n K) - STA. 10+00.00 C.L., CALYPSO WY.= STA. 24+93.18 C.L., CAPE COD AVE. 24 I I I 352 '"' 1 2 (D S=-0. LENGTH C) 0 344 1 ---- -_---- Ww-� I° � / R/W II EP - 2 II _- � - --- 1(0 42.00' 98.53' W > 4 , a j REMOVE AND SALVAGE oN b, 44'24'55" oo Lz o > po z EXISTING "END" SIGN °° 0' -APPROXIMATE EXISTING z o O `- APPROXIMATE EXISTING mOf +'i C) 0o o - o m 0 `" z �w cn ; 352 0 N m O o I M Q o I w cn ! of w ' + 0 � w J J `` UJ L� Q _ w 2 8 PROPOSED EAST FLOWLINE o = U + w r H U �+., ttOD (0 O 0 0 cn Q Z SEE SHEET 'n K) - O m O� c~n I CAPE COD N I o o - -' m � + + J co co 00 AVENUE I 0 N N 0_ O 1 Q 06 3+ O n N SEE SHEET 3 Lj N N W 061 � w N N (I� C% 348 CALYPSO WAY (STA. 10+00.00 TO 11+40.00) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL Ln It M > w J W (O }k QI 352 W po APPROXIMATE EXf- Z GROUND CENTEILINE� 0 + I or C) , m6 U 00 - -L,..j co - s i Q� - �i 348--- 1 S--0.51% _ 1 =-0.2 0 0 o PROPOSED WEST FLOWLINE 344 so M r) !{ P 10+00''' J `'' 11+00 L 4 Q d U> 348 9 (D S=-0. LENGTH C) 0 344 1 jM M M s > J j w 46 � J J 10+0 31.86' 115'46'00" a a 42.00' 98.53' > W W �- 348 11+00 - -' 344 STREET IMPROVEMENTS PER TRACT 6757 131 =m�-- CAPE COD AVENUE SEE SHEET 2 0 0 20' 20' . 2 4 30 30' W I (D CD o�pp zC5 Tn. 0757 'LI n 1 O Om FED 1 3 O O O N �� 1 CD m Q � p' U � OD uQ UMT 4 Q Q U cr I I 1 w c~it c~n 1 1i- w (n (n c� L0 I/W 23 INTERSECTION 1_.s I 11+00 N I S STA, 10+00.00 C.L., COASTAL LN. = _ - - _ EET IMPROVEMENTS I� STA. 18+82.55 C.L_, CAPE COD AVE.- 24" DRAIN- - - 0 --- PER TRACT 6757 No 5 22 - - -- - t R/W jl 1 1 a 2 REMOVE AND SALVAGE I o z 0 o EXISTING "END" SIGN I w Qf CN 0 11CD cnUJ 00 U N + p0 < C7 00 00 Z 00 CD CD c> C) I ++ ---m ++� I 21 CAPE COD p AVENUE a s a o d d SEE SHEET 2 w N � W G v CURVE TABLE (D RADIUS LENGTH !T DELTA 1 20.00' 31.42' 20.00' r7 46 � 20.00' 40.41' 31.86' 115'46'00" > 42.00' 98.53' W > 4 J W J 14.29' 44'24'55" W Lz o > 352: J W W W ~ J 0' -APPROXIMATE EXISTING z o O `- APPROXIMATE EXISTING mOf +'i C) GROUND 0 CENTERLINE o - o m w � z �w cn ; 352 - - - cr LL:352 I M Q o I w cn ! of w (n + e c-'APPRO IMATE ISTING 0 � w J J `` o a -- w 2 8 PROPOSED EAST FLOWLINE o 11+00 - -' 344 STREET IMPROVEMENTS PER TRACT 6757 131 =m�-- CAPE COD AVENUE SEE SHEET 2 0 0 20' 20' . 2 4 30 30' W I (D CD o�pp zC5 Tn. 0757 'LI n 1 O Om FED 1 3 O O O N �� 1 CD m Q � p' U � OD uQ UMT 4 Q Q U cr I I 1 w c~it c~n 1 1i- w (n (n c� L0 I/W 23 INTERSECTION 1_.s I 11+00 N I S STA, 10+00.00 C.L., COASTAL LN. = _ - - _ EET IMPROVEMENTS I� STA. 18+82.55 C.L_, CAPE COD AVE.- 24" DRAIN- - - 0 --- PER TRACT 6757 No 5 22 - - -- - t R/W jl 1 1 a 2 REMOVE AND SALVAGE I o z 0 o EXISTING "END" SIGN I w Qf CN 0 11CD cnUJ 00 U N + p0 < C7 00 00 Z 00 CD CD c> C) I ++ ---m ++� I 21 CAPE COD p AVENUE a s a o d d SEE SHEET 2 w N � W G v CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 1 20.00' 31.42' 20.00' 90100'00" 2 20.00' 40.41' 31.86' 115'46'00" 3 42.00' 98.53' 99.95' 134'24'55" 4 35.00' 27.13' 14.29' 44'24'55" K 344 2EETIMPROVEMENTS IPER TRACT 6757 COASTAL LANE (STA. 10+00.00 TO 11+40.00) STREET SCALE: 1" = 50' HORIZONTAL UNT 1" = 5' VERTICAL TO 12+83.08) WW w N � SCALE: 1" = 50' HORIZONTAL N J cf) M M � M J W W > c0 J W W W M 10+OOa } J j Lz o Q `` 352: J W W ? d o.It-- 352 O CO O `- APPROXIMATE EXISTING mOf +'i C) C5 ' GROUND @ CENTERLINEI� - m w � z �w cn ; 352 - - - J 348 348 F� SURFSIDE STREET PROPOSED WEST FL UNT 4 TO 12+83.08) WW w N � SCALE: 1" = 50' HORIZONTAL N J cf) M M M 1" = 5' J W J W J W >> j cn � 10+OOa a a 11+00 W J W W L0 1.26% 1 STREET IMPROVEMENTS PER TRACT 6757 -j 3" W > 00 JW W J M J } J W j o <p W W Q CJ 352 I -CD ``' - Z46 o - 352 j +t 0m'd'! r4PPROXIMTIN ATE EXISG m v ± j m ;�OUND O-GENT€RLINE Q o Q U I \ W N �w cn 348 - - --- -- 348 S=-0.2 __ -0_26%I � o PROP SED EAS FLOWLJI�E STREET IMPROVEMENTS co C6 I ff PER TRACT 6757 344 344 J W W I S W W W 10+00a a a 11+00 mag mmmmmmmm= SURFSIDE STREET 11+00 12+W UNT 4 TO 12+83.08) WW w N � SCALE: 1" = 50' HORIZONTAL N J cf) M M M 1" = 5' VERTICAL J O >> j cn � p o W W 0� m W J W W L0 O r` W C5 J li J Y J u- W li W W _ 00 352 24 J LL:352 I M o u) I N J HATCHVILLE AVENUE J LL: M 352 + e c-'APPRO IMATE ISTING 0 � w J J `` o a APPROXIMATE EXISTING w 2 8 �' `` o d GROUND @ CEN , RUNE + w Q CL H U �+., , _ CL cn _m Z SEE SHEET 5 v~i w c~n I O N I LJi N J 7_j J w I -j J J co co 00 I I 0 N N 0_ O 1 Q 06 3+ O n N J W U�10 cd w I L- CI W 061 �`- d' 'CF' I (I� C% 348 I cn �1 ++ oo � O > N rna; r 00 co66 O I p 1 c o NN - I m O 1 348 O Q Q N Q CO Q W' I v- I �Id O > O ± I ± I > N m NN IW I d o I (n !n �_ CD CD o +I D o I o Q O � -- 1 / U c� ci < Ito �' w Cf) Ln `) I � cn 1 c� ci 634P f N <= of K I , 2 R/W w a_ ., z¢ i0) I / 3 - - - - - - �-f - - ,� m V) W cn W to W to 4 1"0I P.I. w a- w ckf w Of 00 INTERSECTION STA. 9+64.00, C.L.= STA. 9+34.23, F.L. LT. 6" SEWER "' 6" SEWER 1 STA. 12+83.08 C.L., SUR SIDE ST.= O O p S w s cj I STA. 13+37.17 C.L., HAT HVILLE AVE. STA. 9+34.23, F.L. RT. _ N00'57'1 _ 3"E 277.08' +00 1 Ln co O _ CD- t 1 3 - 0 0 1 N rn 4 II 1 2 V' o W I o J J J � I In ( „ W' clQ oN rb I^ CIDN N IN c op 3 1 I O O w + J-� Q (D Q o 0+01 tD N O I in v o r . I o cil� o+ I + + + 1 rn �� + IQ �� I� it �+ � OD CIS 2a' 2a' V 123 U cn �� > o IEn ++ o � c � cn ~ `� �� 30 30 V) c� V) v~i WATER WELL SITE Ln M r� d o 0 2 2 M C_Y N 1 ++, + N HATCHVILLE I + + AVENUE 0 o Lu cn cn SEE SHEET 5 U m v) (n rz V)Ln mmmmmmmm= SURFSIDE STREET 11+00 12+W (STA. 10+00.00 TO 12+83.08) WW w N � SCALE: 1" = 50' HORIZONTAL J co J cf) M M M 1" = 5' VERTICAL >> j cn � W JJ W W 0� m W J W W L0 j r` W LLL J li J Y J u- W li W W _ 00 352 N ._ ; m T -_ - LL:352 I M o u) I o j J LL: M 352 + e c-'APPRO IMATE ISTING 0 � w 00 - + a APPROXIMATE EXISTING w a' a o d GROUND @ CEN , RUNE + w Q CL H U �+., , _ CL cn _m Z Y a v~i w c~n Q _ ckf T --- U U W U - - 0 N N 0_ O - --=f-- ---- -- Lo u- 348 -- -- - _ W. � tnn D Z m O 348 N CJ v- W mmmmmmmm= 344 1 1 1 1 1 1 1 1 1 1344 rn,'Wo ago 10+00 11+00 12+00 > > > w W JJ Lu w aaa LEGEND: LEGEND: (CON1.1 LEGEND: (CONT.) CONSTRUCTION NOTES: NOTES: ABBREVIATIONS - - - - - - - - - - - - PROPOSED SAWCUT LIMIT LINE O1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN F. L. FLOWLINE P.O. V. C. POINT ON VERTICAL CURVE R1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: PLANS AND DETAILS. C.L. CENTERLINE B.V.C. BEGIN VERTICAL CURVE "R1-1" - STOP "W3-1" - STOP AHEAD rs FURNISH &INSTALL TRAFFIC SIGNAL CONDUIT O2 CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVE ELEV. ELEVATION E.V.C. END VERTICAL CURVE "R64' - ONE WAY "S5-2" - END SCHOOL ZONE 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 B.C.R. BEGIN CURB RETURN P.1. 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 ,� UNITS STANDARD PLAN RSP A88A CASE A. COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. "R26(CA)" - NO PARKING "S4-3" -SCHOOL FURNISH &INSTALL INTERCONNECT CONDUIT B.C. BEGIN CURVE PCC POINT OF COMPOUND CURVATURE "R3 -5R" - RIGHT TURN ONLY "R2-1" - SPEED LIMIT 20 T 3 TR5 rge CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS FURNISH &INSTALL SPLICE BOX FOR INTERCONNECT E. C. END CURVE TC TOP OF CURB "R4-7" -KEEP RIGHT "R7-9" - NO PARKING/BIKE LANE OCOMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND PER C.O.B. STD. S-12, UNLESS NOTED OTHERWISE. P. 1. V. C. POINT OF INTERSECTION T.P. TOP OF PAVEMENT "RB1(CA)" - BIKE LANE TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE GUTTER LIP TO A DEPTH OF 12". OF VERTICAL CURVE F. C. FINISH CONCRETE 1.W31(CA)" - END W/OM4-3 MARKER NO-IE:4. RAISE EXISTING SEWER MANHOLES TO FINISHED GRADE. "W14-1" - DEAD END SIGN NUMBERS ARE FEDERAL CODES O CURVE NUMBER FOR CURVE DESCRIPTIdN 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 SECTION DESIGNATION: • FURNISH &INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. "W14-2" - NO OUTLET UNLESS OTHERWISE INDICATED BY �j TAPER NUMBER FOR TAPER DESCRIPTION OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED AT THE SAME "W1-7" -DOUBLE ARROW (CA). (CA) INDICATES CALIFORNIA EXISTING SURVEY MONUMENT "W1-6" - SINGLE ARROW CODES. SECTION LETTER "W1-1" - CURVE ARROW ® ITEM OF WORK - SEE SCHEDULE 6 TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT A + FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. "W3-3" - SIGNAL AHEAD UNIT. CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS 2 + FURNISH &INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. - 0 STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) O PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. SHEET W*RE SECTION I FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. ® STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS CALTRANS TYPE IV ARROW, LEFT OR RIGHT .r 4S /u AS APPLICABLE, TO BE PAINTED ® CONSTRUCT 5.5 COMBINATION SIDEWALK PER C.O.B. STD ST -3 FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. DET. ST -14. CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. CALTRANS TYPE I ARROW 9 RELOCATE EXISTING POLES BEHIND THE CURB, GUTTER & SIDEWALK ''i 1.. S SEWER - REFER TO SEWER & STORM DRAIN PLANS AS APPLICABLE, TO BE PAINTED O AS DIRECTED BY THE ENGINEER. 16 + `' ® SEWER MANHOLE - REFER TO SEWER & STORM DRAIN PLANS. NOTE: 1O REMOVE AND DISPOSE OF EXISTING A.C. PAVEMENT. SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT © SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT O PAINT DETAIL 22 (DOUBLE -YELLOW) STRIPING USING PAINT PER PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. 11 '� ---;,FG ! D _� �t/ CALTRANS STANDARD SPECIFICATION 8010-21C-19. OFC�'� ''i[ TRACT BOUNDARY �-_--� �miss m m m m m m UNIT ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. O INSTALL WITH W-31(CA) BARRICADE A )RIICADEWP H O CALTRANS NS AAPLAN A73BARRICADE STANDARD` ���� ® A.C. PAVEMENT TO BE REMOVED AND DISPOSED. IS TO GO FROM FLOWLINE TO FLOWLINE. 1-Y U"fT °�''L O13 CONSTRUCT TYPE "M' MEDIAN CURB WITH 10" REVEAL U N iT Z OlJ 4 Q PER C.O.B. STD. ST -2 (REVISED 6-2-99).A ECO R 01 t ' „ . 11 rn O n M rn � Q � O z 00 z _0 I Q J -i < W U 000 w co O (n N 0_ W Y Q m w Q 0 } 10+00 11+00 12+W W WW w m J co J co J cf) W W W d d d cn � N 0� m M L0 Lr) r` co z LLL a' W W Ld j W J li J L� Y J W W 352 M - -- r-...-___ _ M m _______._ J LL: M 352 0 u + ? 00 + + a APPROXIMATE EXISTING w a' J o GROUND @-CENTERLI + w Q CL H U i � / I _ Lj U) _m Z Y L p O nw 34$ 344 1 1 1 1 1 1 1 1 1 1344 rn,'Wo ago 10+00 11+00 12+00 > > > w W JJ Lu w aaa LEGEND: LEGEND: (CON1.1 LEGEND: (CONT.) CONSTRUCTION NOTES: NOTES: ABBREVIATIONS - - - - - - - - - - - - PROPOSED SAWCUT LIMIT LINE O1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN F. L. FLOWLINE P.O. V. C. POINT ON VERTICAL CURVE R1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: PLANS AND DETAILS. C.L. CENTERLINE B.V.C. BEGIN VERTICAL CURVE "R1-1" - STOP "W3-1" - STOP AHEAD rs FURNISH &INSTALL TRAFFIC SIGNAL CONDUIT O2 CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVE ELEV. ELEVATION E.V.C. END VERTICAL CURVE "R64' - ONE WAY "S5-2" - END SCHOOL ZONE 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 B.C.R. BEGIN CURB RETURN P.1. 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 ,� UNITS STANDARD PLAN RSP A88A CASE A. COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. "R26(CA)" - NO PARKING "S4-3" -SCHOOL FURNISH &INSTALL INTERCONNECT CONDUIT B.C. BEGIN CURVE PCC POINT OF COMPOUND CURVATURE "R3 -5R" - RIGHT TURN ONLY "R2-1" - SPEED LIMIT 20 T 3 TR5 rge CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS FURNISH &INSTALL SPLICE BOX FOR INTERCONNECT E. C. END CURVE TC TOP OF CURB "R4-7" -KEEP RIGHT "R7-9" - NO PARKING/BIKE LANE OCOMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND PER C.O.B. STD. S-12, UNLESS NOTED OTHERWISE. P. 1. V. C. POINT OF INTERSECTION T.P. TOP OF PAVEMENT "RB1(CA)" - BIKE LANE TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE GUTTER LIP TO A DEPTH OF 12". OF VERTICAL CURVE F. C. FINISH CONCRETE 1.W31(CA)" - END W/OM4-3 MARKER NO-IE:4. RAISE EXISTING SEWER MANHOLES TO FINISHED GRADE. "W14-1" - DEAD END SIGN NUMBERS ARE FEDERAL CODES O CURVE NUMBER FOR CURVE DESCRIPTIdN 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 SECTION DESIGNATION: • FURNISH &INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. "W14-2" - NO OUTLET UNLESS OTHERWISE INDICATED BY �j TAPER NUMBER FOR TAPER DESCRIPTION OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED AT THE SAME "W1-7" -DOUBLE ARROW (CA). (CA) INDICATES CALIFORNIA EXISTING SURVEY MONUMENT "W1-6" - SINGLE ARROW CODES. SECTION LETTER "W1-1" - CURVE ARROW ® ITEM OF WORK - SEE SCHEDULE 6 TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT A + FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. "W3-3" - SIGNAL AHEAD UNIT. CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS 2 + FURNISH &INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. - 0 STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) O PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. SHEET W*RE SECTION I FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. ® STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS CALTRANS TYPE IV ARROW, LEFT OR RIGHT .r 4S /u AS APPLICABLE, TO BE PAINTED ® CONSTRUCT 5.5 COMBINATION SIDEWALK PER C.O.B. STD ST -3 FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. DET. ST -14. CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. CALTRANS TYPE I ARROW 9 RELOCATE EXISTING POLES BEHIND THE CURB, GUTTER & SIDEWALK ''i 1.. S SEWER - REFER TO SEWER & STORM DRAIN PLANS AS APPLICABLE, TO BE PAINTED O AS DIRECTED BY THE ENGINEER. 16 + `' ® SEWER MANHOLE - REFER TO SEWER & STORM DRAIN PLANS. NOTE: 1O REMOVE AND DISPOSE OF EXISTING A.C. PAVEMENT. SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT © SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT O PAINT DETAIL 22 (DOUBLE -YELLOW) STRIPING USING PAINT PER PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. 11 '� ---;,FG ! D _� �t/ CALTRANS STANDARD SPECIFICATION 8010-21C-19. OFC�'� ''i[ TRACT BOUNDARY �-_--� �miss m m m m m m UNIT ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. O INSTALL WITH W-31(CA) BARRICADE A )RIICADEWP H O CALTRANS NS AAPLAN A73BARRICADE STANDARD` ���� ® A.C. PAVEMENT TO BE REMOVED AND DISPOSED. IS TO GO FROM FLOWLINE TO FLOWLINE. 1-Y U"fT °�''L O13 CONSTRUCT TYPE "M' MEDIAN CURB WITH 10" REVEAL U N iT Z OlJ 4 Q PER C.O.B. STD. ST -2 (REVISED 6-2-99).A ECO R 01 t ' „ . 11 rn O n M rn � Q � O z 00 z _0 I Q J -i < W U 000 w co O (n N 0_ W Y Q m w Q 0 } > W m J co J co J cf) cn � ~ co z LLL a z z 0 cl) U 06 � � H W Z 0 Z 0 Q x � � Z W zm W J U O U O U w � Z Y L p O Q H _ U U W U o CN 0 N N 0_ O CL 0 u- 5; U W. � tnn D Z m O N CJ C6 0] d O O � U U Z of K w a_ w 0 - w In In m W cn W to W to w a- w ckf w Of O O p w r1) cj ON N N Ln co O 0 0 W LuLu0 co z LLL a z 0 cl) U 06 cc W Z 0 Z 0 Q x 0 J W zm W J U �0 ti H U .. Q H o CN 0 N N 0_ O CL 0 u- J QU U P.I. STA. 9+58.00, C.L. STA. 9+27.76, F.L. L STA. 9+27.76, F.L R W J W N N CN M It DELTA 1 M T 3YN 137'48'22" W 25.00' w 11.08' J W J lfi > J " o HATHAWAY ui MJ 45 c0 o J 44 4 3 1, s AVENUE F U' - -61 W 348 N STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS + O TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED AT THE SAME - APPROXIMATE EXISTING J SEE SHEET 4 N GROUND ® CENTERLINE cD Il Map -- - � - -En _W 348 C'4 � > 20 J + m APPROXIMATE EXISTIN + o +__ -f - 0 3 rn cq I J J `` I �` `` °M° -w 30' �20' J U 19 Qj' 0 CD uj(.,00 0 >oc� a, + M co cv W t I t ri po ri M M CLc M W M Z J 06 J H O L>i1 O J M Q Owl.` Z W W + W O m - + _ � � L� v~i � I � � 6 oi w N cc 0 N4 o v + w + ck � 1 Z W J 2 GROUND ® CENTERLINE �' oo C o+ a - U �- uj c3 ¢ mV) --c&; O - ao ^-w cn ---- ---- - --- L) LnQQI� cn z o _ I nQ m �� V w V o -- -- C 4 F- U)co 63409 I co W V - m 1 �-R/W ^ I / -- 2 1 20 o 3 � INTERSECTION O N00'57'13"E 1t1+00 173.38' 3 1 STA. 11+73.38 C.L., NARRAGANSETT PL= - - + - I STA. 15+65.08 C.L., HATHAWAY AVE. s w O WER 6" SECN 3 - - - - w I 2V-0 � d O J O I � 1 --� -�R I w w N II / W I 3 21 (n UI } Q �I J If W W W it o u: ILZ � w e L_ u:N Q _ r":Ir M M N W I v 1 -- �I I co NJ JJ Q C> W 23 + C6 QLu I Ull t (n I� - �. Q to N j cncoo + j I� aMoaMol w 'l + cn +I �w N Q Q ao 1 1 cao0 O 0 Q �(( Q 0o � dm -d 00 � C� MM ++I ' 22 ON + + 41 2 � HATHAWAY C5 < 6a Q AVENUE Al �' La`� `� m N N SEE SHEET 4 a to 4 N `DRAGA SETT PLACE (STA. 10 0.00 TO 11+73.38) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL W J W N (- CN M It DELTA 1 M M N 137'48'22" W 25.00' w 11.08' O W J lfi > J 90100'00" Go M > W ui MJ J c0 5 + _ _ N 1, s °0 F U' - -61 W 348 N STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS + O TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED AT THE SAME - APPROXIMATE EXISTING S SEWER - REFER TO SEWER & STORM DRAIN PLANS N GROUND ® CENTERLINE cD Il Map -- - � - -En _W 348 C'4 co > CDM J W J W - - --- T-- r I 0 4344 M M (M q uj Lu ILLI _._ w w w N r- cr CN TANGENT DELTA 1 M 101.02' N 137'48'22" W 25.00' W In 11.08' O > J lfi > M 90100'00" Go M > W ui MJ J tn W 5 + _ _ d U 1, s °0 F U' - -61 W 348 - - --- T-- r I 0 4344 M M (M q uj Lu ILLI _._ w w w 25% 344 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.1. 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 Lid FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. EXISTING SURVEY MONUMENT FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. �E3 FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. STD. DET. ST -14. Kiiil UNT 3 UNT 2 N J C)O HATHAWAY �\ N ^ ' " PROVINCETOWN H. n CAPE COD `� J AVENUE AVENUE 1 SEE SHEET µR v oo 00 M SEE SHEET 6 oN o SEE SHEET 2 1 6 �s. N Y` I Z O O O .__i -� M J J 2Q 20 J N t ++ Z ��`ww wi 6� 30' 30 �cn Lz _j __4 z :x Q cfl va cwn� _ I� QQ m 00 cd JAI MO Mo I 3 1 Im w NN oI U-) Ili o Iw�� _ ++�� 15 ±I 14 ++1 N o �� CN13 Q w I c^' cv I orno v w I u+� i °° `� I I o 4 T(634P5 da�a �1 aQ aocn c� vw-, <"32F -HOW �� W �N 11 1 za I � c� rncnzo 1 / r 2 m "' i 5 1 4 1 a' 2 m V) Lo , 5 1 ct -� Rte*- -- 3 (o 1 3 18" DRAIN 3 I 18" DRAINCD 3 I --- _ _ _ _ 1 s 11 +oor_ s 8" SEWER t �+ oo s 13i�s 14+Y0 0 8" SEWER 15+00 [STA TERSECTION NO 20' 8 4$"E0•�1-' --__- ° -- - I _ -SOT•-- _S -I- - - 15+60.02 C.L., PILGRIM HEIGHTS DR. 3 18" DRAIN 36" DRAIN I ° o O -D 23+52.93 C.L., CAPE COD AVE. I N o 30" DRAIN 4 INTERSECTION I I! M 1 10 STA. 10+00.00 C.L., PILGRIM HEIGHTS DR.= 1 �- l 2 �� R W STA. 23+49.34 C.L., HATHAWAY AVE. I <n J QIN 1 II �� / cn � I 5 II o Md - �I J I it I o> I I I - I 0' z F- o OR -4- 01w W �I w -!I w o I� �Q . IJ L_j L JI -'I J z --- Lri -- --� ¢ p M o �M n '� o �z � oo 634N4 3 < -- r:: W O O N M> Q M O ifj _ >i Ld Ld In to O W p O _ W S' + O m Q) M m m N I C7 N O _I '-j J W Q � Q O I pp w -Li --- � io I- z c3'� w W> I+ 3 0+ `n I 3+ `° 3+ J r` _ Q N n Ln oM 3 CN a^ J J - o I ao nM I _j z J J o �' + > N NI N v IN �z w M I+ W M +i W �+ +I w -. I 3 4 I 20' 20' a J 1- o � I o Q o ¢�� o 0 E 1 � I I rn of 20 n 30' 30' c^D an d <r o 1 Lo I< <e a W 00 0o Q J o Q ¢ d a ¢ o Q cn cD 3p' 30 c� cn �- �- ¢ of a� HATHAWAY °' °' u o o Q Lo �' �' �' `� m N N IN �' N I� �' I �' � + + 1 CAPE COD SASE QQ 0Lu 1 18 19 oo2Q 2� 22 23� AVENUE 4R w m v' V) SEE SHEET 2 w 000 Ln V) + + cy-�1\ W N M N z QQ PILGRIM HEIGHTS DRIVE CURVE TABLE C14 r' r- cr CN TANGENT DELTA 1 42.00' 101.02' N 137'48'22" 2 25.00' 20.86' 11.08' 4748'22" > > J > 20.00' 90100'00" 4 W J W J 90'28'25" 5 20.00' 1 31.25' W 89'31'35" "W3-3" - SIGNAL AHEAD - ° STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS ® STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED AT THE SAME CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. S SEWER - REFER TO SEWER & STORM DRAIN PLANS Q cD Il 00 r_l M M M C'4 co > CDM J + m APPROXIMATE EXISTIN + o + o +__ -f - W J N GROUND 0 CENTERLINE S O W- - - - (n u4j Cn =c) Q I d 348 N = - - -w c~i� - - - - - m (n U 25% 344 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.1. 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 Lid FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. EXISTING SURVEY MONUMENT FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. �E3 FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. STD. DET. ST -14. Kiiil UNT 3 UNT 2 N J C)O HATHAWAY �\ N ^ ' " PROVINCETOWN H. n CAPE COD `� J AVENUE AVENUE 1 SEE SHEET µR v oo 00 M SEE SHEET 6 oN o SEE SHEET 2 1 6 �s. N Y` I Z O O O .__i -� M J J 2Q 20 J N t ++ Z ��`ww wi 6� 30' 30 �cn Lz _j __4 z :x Q cfl va cwn� _ I� QQ m 00 cd JAI MO Mo I 3 1 Im w NN oI U-) Ili o Iw�� _ ++�� 15 ±I 14 ++1 N o �� CN13 Q w I c^' cv I orno v w I u+� i °° `� I I o 4 T(634P5 da�a �1 aQ aocn c� vw-, <"32F -HOW �� W �N 11 1 za I � c� rncnzo 1 / r 2 m "' i 5 1 4 1 a' 2 m V) Lo , 5 1 ct -� Rte*- -- 3 (o 1 3 18" DRAIN 3 I 18" DRAINCD 3 I --- _ _ _ _ 1 s 11 +oor_ s 8" SEWER t �+ oo s 13i�s 14+Y0 0 8" SEWER 15+00 [STA TERSECTION NO 20' 8 4$"E0•�1-' --__- ° -- - I _ -SOT•-- _S -I- - - 15+60.02 C.L., PILGRIM HEIGHTS DR. 3 18" DRAIN 36" DRAIN I ° o O -D 23+52.93 C.L., CAPE COD AVE. I N o 30" DRAIN 4 INTERSECTION I I! M 1 10 STA. 10+00.00 C.L., PILGRIM HEIGHTS DR.= 1 �- l 2 �� R W STA. 23+49.34 C.L., HATHAWAY AVE. I <n J QIN 1 II �� / cn � I 5 II o Md - �I J I it I o> I I I - I 0' z F- o OR -4- 01w W �I w -!I w o I� �Q . IJ L_j L JI -'I J z --- Lri -- --� ¢ p M o �M n '� o �z � oo 634N4 3 < -- r:: W O O N M> Q M O ifj _ >i Ld Ld In to O W p O _ W S' + O m Q) M m m N I C7 N O _I '-j J W Q � Q O I pp w -Li --- � io I- z c3'� w W> I+ 3 0+ `n I 3+ `° 3+ J r` _ Q N n Ln oM 3 CN a^ J J - o I ao nM I _j z J J o �' + > N NI N v IN �z w M I+ W M +i W �+ +I w -. I 3 4 I 20' 20' a J 1- o � I o Q o ¢�� o 0 E 1 � I I rn of 20 n 30' 30' c^D an d <r o 1 Lo I< <e a W 00 0o Q J o Q ¢ d a ¢ o Q cn cD 3p' 30 c� cn �- �- ¢ of a� HATHAWAY °' °' u o o Q Lo �' �' �' `� m N N IN �' N I� �' I �' � + + 1 CAPE COD SASE QQ 0Lu 1 18 19 oo2Q 2� 22 23� AVENUE 4R w m v' V) SEE SHEET 2 w 000 Ln V) + + cy-�1\ W N M N z QQ PILGRIM HEIGHTS DRIVE CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 1 42.00' 101.02' 108.86' 137'48'22" 2 25.00' 20.86' 11.08' 4748'22" 3 20.00' 31.42' 20.00' 90100'00" 4 20.00' 31.58' 20.17' 90'28'25" 5 20.00' 1 31.25' 1 19.84' 89'31'35" P,EV/SION APF' R0\/ED R0<�6R A . Mc /NTO.SH R•C•E. 33322 f ---AP O&f-30116 RSV ISION A PP2a/-c'o MA rAN 5 Awl C. 9:. 1 DAT5 R.c. E. 32-179 Fxp / 2 /311 �(e Nco O - 344 W LuI w W w 11+00 a a a LEGEND: (CONT.) M R1 FURNISH & INSTALL TRAFFIC SIGNS PER C.Q.B. STD. T-19: (STA. 10+00.00 TO 15+60.02) "R1-1" - STOP "W3-1" - STOP AHEAD R "R6-1" - ONE WAY "S5-2" - END SCHOOL ZONE lc - - - --- "R5-1" - DO NOT ENTER "S4-2" - WHEN CHILDREN ARE PRESENT 1" "R26(CA)" - NO PARKING "S4-3" - SCHOOL OD to "R3 -5R" - RIGHT TURN ONLY "R2-1" - SPEED LIMIT 20 (D "R4-7" - KEEP RIGHT "R7-9" - NO PARKING/BIKE LANE OTAPER "R81(CA)" - BIKE LANE = 5' VERTICAL "W31(CA)" - END W/OM4-3 MARKER NOTE: "W14-1" - DEAD END SIGN NUMBERS ARE FEDERAL CODES ul� "W14-2" - NO OUTLET UNLESS OTHERWISE INDICATED BY � Wr�i "Wi-7" - DOUBLE ARROW (CA). (CA) INDICATES CALIFORNIA 7j' "Wi-6" - SINGLE ARROW CODES. 4. RAISE EXISTING SEWER MANHOLES TO FINISHED GRADE. "W1-1" - CURVE ARROW �1111� "W3-3" - SIGNAL AHEAD - ° STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS ® STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED AT THE SAME CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. S SEWER - REFER TO SEWER & STORM DRAIN PLANS Q SEWER MANHOLE - REFER TO SEWER & STORM DRAIN PLANS. © SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. TRACT BOUNDARY UNIT BOUNDARY 344 wi r__ _____ rn rn 00 M M M W W W 10+00 0- c5 11+00 M - - - - - - - - - - - -- PROPOSED SAWCUT LIMIT LINE (STA. 10+00.00 TO 15+60.02) FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT R FURNISH & INSTALL IRRIGATION CONDUIT lc - - - --- SCALE: 1" = 50' HORIZONTAL OD to M (D (� OTAPER 1" = 5' VERTICAL ITEM OF WORK - SEE SCHEDULE CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS ul� 00 � Wr�i 0o ui 7j' M o? 4. RAISE EXISTING SEWER MANHOLES TO FINISHED GRADE. CALTRANS TYPE I ARROW �1111� AS APPLICABLE, TO BE PAINTED M J u: Z W W W TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED AT THE SAME STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT ZJ W J A M c0 W > M W O WLLj > CDM J w c J W O> W J N L'i S O W- - - - (n u4j Cn =c) W � W W W 7>; z LU J U J O JLa W M M Li M w w CLc M W M Z J 06 J H L>i1 O J M Q Owl.` Z W W + W O m - + _ N -JO + `` - APPROXIMATE EXISTING + C14 1 I N cc 0 N4 o v o 0 a 1 Z W J o ¢ w GROUND ® CENTERLINE v c5 a - U �- Quo----- -- COQ- - -- - - c3 ¢ mV) --c&; O - ao ^-w cn ---- ---- - --- 348 m- Lu cn C� cn z o _ I V w V 344 wi r__ _____ rn rn 00 M M M W W W 10+00 0- c5 11+00 rn rn � > > > W W IW J J ;J W W iW 10+00alala f1+00 LEGEND: CONS M - - - - - - - - - - - -- PROPOSED SAWCUT LIMIT LINE rs ---- -- FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT R FURNISH & INSTALL IRRIGATION CONDUIT lc - - - --- d- �3 lg5_ v TR6 c0 OD to M (D (� OTAPER NUMBER FOR TAPER DESCRIPTION ® ITEM OF WORK - SEE SCHEDULE CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS ul� PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) � Wr�i w 7j' M >; 4. RAISE EXISTING SEWER MANHOLES TO FINISHED GRADE. CALTRANS TYPE I ARROW �1111� AS APPLICABLE, TO BE PAINTED J u: Z W W W TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED AT THE SAME STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT ZJ W J A c 0 Q W M m O WLLj cZ lam L,>J.. o J + U) --- c � - a v �mck� Of L'i S O W- - - - (n u4j Cn =c) W W W W ).51 % z LU W cc � U rn rn � > > > W W IW J J ;J W W iW 10+00alala f1+00 LEGEND: CONS P3 - - - - - - - - - - - -- PROPOSED SAWCUT LIMIT LINE rs ---- -- FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT R FURNISH & INSTALL IRRIGATION CONDUIT lc - - - --- FURNISH & INSTALL INTERCONNECT CONDUIT �3 lg5_ v TR6 FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT OD to TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE (D CURVE NUMBER FOR CURVE DESCRIPTION OTAPER NUMBER FOR TAPER DESCRIPTION ® ITEM OF WORK - SEE SCHEDULE CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS ul� PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) � Wr�i CALTRANS TYPE IV ARROW, LEFT OR RIGHT 7j' AS APPLICABLE, TO BE PAINTED 4. RAISE EXISTING SEWER MANHOLES TO FINISHED GRADE. CALTRANS TYPE I ARROW �1111� AS APPLICABLE, TO BE PAINTED NOTE: SECTION DESIGNATION: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED AT THE SAME STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. A ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. UNIT. PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. A.C. PAVEMENT TO BE REMOVED AND DISPOSED. 12+00 GROUND @ CENTERLINE EAST 12+00 13+00 P3 d I M M > PROPOSlf WEST 04 CO C> co OD to P r M J Q� UJ 00 n O W N m + W -- Q a 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS u') ul� U � Wr�i PAINT DETAIL 22 (DOUBLE -YELLOW) STRIPING USING PAINT PER Ln MMM 4. RAISE EXISTING SEWER MANHOLES TO FINISHED GRADE. 5O j C.>M tlAl TRANS STANDARD SPECIFICATION 8010 21C 19 INSTALL W-31 (CA) SIGN WITH OM4-3 MARKER AT UNIT BOUNDARY SECTION DESIGNATION: OOF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED AT THE SAME SECTION LETTER TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT A O UNIT. PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. - _ _2 ET 11 Is SHO _ ° I c W..__-+, cZ lam L,>J.. J Lu 0 o J CL = W W W W W W z LU W cc � U 4 � 10 CLc GROUND @ CENTERLINE EAST 12+00 13+00 13+00 14+00 IiE P3 d cri M M > PLANS AND DETAILS. "B" J W W � 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE A.C. OVER tD J La. L� � OCONSTRUCT 3 M J Q� UJ 00 n O W N m + W -- Q a 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS LID 13+00 14+00 IiE � Q 4 15+00 O� n M M M M w w w <1<1< a 15+00 CONSTRUCTION NOTES: P3 O cri 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN M CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 PLANS AND DETAILS. "B" W W � 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE A.C. OVER tD J HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL L� � OCONSTRUCT 3 M J COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. O W N 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. COMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS LID PER C.O.B. STD. S-12, UNLESS NOTED OTHERWISE. U CJ PAINT DETAIL 22 (DOUBLE -YELLOW) STRIPING USING PAINT PER 4. RAISE EXISTING SEWER MANHOLES TO FINISHED GRADE. � Q 4 15+00 O� n M M M M w w w <1<1< a 15+00 CONSTRUCTION NOTES: NOTES: O 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. "B" W 331. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE A.C. OVER 4 HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL 0.40' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE OCONSTRUCT 3 UNITS STANDARD PLAN RSP A88A CASE A. COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. OCONSTRUCT 4 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. COMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. S-12, UNLESS NOTED OTHERWISE. Q��FOP GUTTER LIP TO A DEPTH OF 12". PAINT DETAIL 22 (DOUBLE -YELLOW) STRIPING USING PAINT PER 4. RAISE EXISTING SEWER MANHOLES TO FINISHED GRADE. 5O SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER tlAl TRANS STANDARD SPECIFICATION 8010 21C 19 INSTALL W-31 (CA) SIGN WITH OM4-3 MARKER AT UNIT BOUNDARY SECTION DESIGNATION: OOF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED AT THE SAME SECTION LETTER TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT A O UNIT. PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. - _ _2 ET 11 Is SHO _ ° I c O8 CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 > 1 11 - I,Ar-. x `" , ORELOCATE 9 EXISTING POLES BEHIND THE CURB, GUTTER & SIDEWALK W 331. r m 4 J AS DIRECTED BY THE ENGINEER.% 0 , 6 , V 1\- 10 REMOVE AND DISPOSE OF EXISTING A.C. PAVEMENT- Q��FOP PAINT DETAIL 22 (DOUBLE -YELLOW) STRIPING USING PAINT PER 11 tlAl TRANS STANDARD SPECIFICATION 8010 21C 19 4- W = 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- �� 2 o��Y' V CONSTRUCT TYPE M MEDIAN CURB WITH 10 REVEAL RECO DRAW ... 13 PER C.O.B. STD. ST -2 (REVISED 6-2-99). rn 0 �cy) � Q � O z ao 0 O' z LO I Q J Q LLJ U � LL) J W� C:) cn �- N QY w Y Q m H Q I > > J w W r m J J r 0 LL V 4- W = IL O CD Lu 0 o J CL = 0 x H I- od z LU W cc � U J � 10 CLc H Gam[ P W � Z ZN O V N cc 0 N4 o v a Z W J ME a U Z Q 0Lf) Y O V w V W V - m m W d O U � w O w d O J O w w N (n UI } W W W O d Q o N cao0 O r I 0) uj W w W r Wco0 r 0 LL V W = IL O CD Lu 0 o J CL = 0 x H I- od z LU W cc � U J � 10 CLc H Gam[ P W ZN V N cc 0 N4 o v a W J a U Z Q I 0) W w W r Wco0 r LL 3 UNT 2 II ... ...UNTN o HATHAWAY o AVENUE o II " PROVINCETOWN SEE SHEET 4 - J o civ Jo AVENUE I (, `` m o 1-r O - - - - O - - SEE SHEET 6 3 2 LV' I LJ 000-- N-Mw---� N___ N- .Z , �0 30 N; oo Z JIJ�jw I JJLIS '�� JJ 3 Q I ++ oo �n riw-! oo o c) cn o W is I m ^rte JW a o0 0 0o I 42 I N o �� _++�0 22 zC5 cj 4 4't 5 o I � o -- -- 00 On W (/)In OOQN 0 ±± NN O I I I z I� 34P1 `� avow mad vas 63401 I z I II!� � V)mzo S cn� In r m V)� 33 I I 3 18" DRAIN 1 o M - _ D36" DRAIN 1 -s 0 N p 3 I INTERSECTION I I 11+00N00'5T13"E 280.00' ! 21 +00_ STA. 12+80.00 C.L., MIKASA LN.= I 3 18" DRAIN 1 0 _ STA. 17+30.23 Cl, PROVINCETOWN AVE. INTERSECTION 3 STA. 10+00.00 C.L., MIKASA LN.= I 34 STA. 17+25.20 C.L., HATHAWAY AVE. I 1 1 II o 1 n r 2 11 \\ 37 O M4J Q(if � 1 -_ I � O O NM 00 IL Z 00 O l W I I I o rn� v: C5 o 0 0= o o i I^ oZ MW 23 li O m N I ' I � 1 0 Z JJ>W 1 JJ O '_ + 50 J I V) N I i O JJ _Z UwJ 0W + Z JW lb)� 7l'� in 'r) L W J r 1 = Q UV I n I M oo m ��Jo n v o d c� v~i oo I 20' ��20' I c5 c3 ooasa'n o ++") ++ ! :.. 30 30' I HATHAWAY 0+ 0+ Q < m - N N AVENUE d a PROVINCETOWN SEE SHEET 4 w v¢i v¢i c� c~n c~n z o S cn conn m u') AVENUE SEE SHEET 6 MIKASA LANE (STA. 10+00.00 TO 12+80.00) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL LINE TABLE LINE LENGTH BEARING L1 46.69' N0629'22"W 20.00' 31.42' 20.00' 90'00'00" N 42.00' 98.57' 1 � 134'27'56" r•�j 42.00' 98.49' 99.80' 134'21'15" a ^ 26.71' 1 M 43'43'01" j 35.00' 27.66' 14.60' 45'16'27" J O N a 60.76' 1 W 06'41'40" Ld W ^ d 64.95' M 07'26'36" 8 W W CO 17 27.35' 1 W V) -1 S= 0.2676 Q J "R4-7" - KEEP RIGHT "R7-9" - NO PARKING/BIKE LANE o 1 z � W JjW POINT OF INTERSECTION T.P. TOP OF PAVEMENT __j "R81(CA)" - BIKE LANE W o j (n j U "W31(CA)' - END W/OM4-3 MARKER NOTE; W W W W J Y rlLL 2 O d01 O O J W CURVE NUMBER FOR CURVE DESCRIPTION r FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. O o m Q _ Zvi. �__ 0 QI U 0 N "W1-7" - DOUBLE ARROW (CA). (CA) INDICATES CALIFORNIA Oj TAPER NUMBER FOR TAPER DESCRIPTION EXISTING SURVEY MONUMENT + _ J + `` m AFtPROXIMATE EXISTING z � "W1-1" - CURVE ARROW I ITEM OF WORK -SEE SCHEDULE j� a w_ �' ` 1 GROUND ® CENTERLINE ! �' 348 -�- CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS 0 - o -z(� - PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) 41 3 48 m U � 0- SOW O to , _ _ _ AS APPLICABLE, TO BE PAINTED - FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. DET. ST -14. CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. w �t� azo 1 CALTRANS TYPE I ARROW s � AS APPLICABLE, TO BE PAINTED QS SEWER MANHOLE - REFER TO SEWER & STORM DRAIN PLANS. NOTE: m Ind Lnj SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT © SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT 0 0 PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. - - TRACT BOUNDARY U U Z { ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. JL_ko.54% UNIT BOUNDARY of A.C. PAVEMENT TO BE REMOVED AND DISPOSED. w d S=-0.51% w J 0 0 0 - w cn w cn w cn o; 344 M N PROPOS ED WEST FLOWLINE Ill') uj M Q Q O W Q 0 N O N Lnooa O O i >;> JJ W W J W a. WLi W W 10+OO< a a 11+00 12+00 a 9 ' ^ M N 1 NO O > w J (- N IJ W W Q1 w J d .4- �W I J '� M - zJjw ILL rlL o j ui WJ QIO W J O Q^ W Z O + rW o :m �o �Id . � I _ + O _ U + OJ f - \ ml ± A PROXffAA EXISTING 348 'd _ _ -- > z��_� OUND ! TERLINE m w 348 a+� a {om w nsc�vzo S=0.51% i 1 S=0.54% } } I S=- .511 3441-- - rt LO o, � 344 s PROPOSED EAS FLOWLINL -i u, un I M M ^ N 1 E I I M un K) PO W W J j w W W LJ W W a a 10+00``' ``' ``' 11+00 12+00 a 4 4 4 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' 134'27'56" 3 42.00' 98.49' 99.80' 134'21'15" 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' 54.65' 27.35' 06'31'24" q g C \9X3 XJ R�Vf STA. Wq Y 945 8f FC. A5,F.L ' _STA. 9+27 _ P.1. STA. 9+58.00, C.L. 1 STA. 9+25.61, F.L. LT. o STA. 9+30.85, F.L. RT. y � 32 SSP. J�X -7 / Gv� i w J 352 LON + m a V) 348: - - f 344 00 N M j J W J Li 344 10+00 UNT o > UNF 3 , 0 Q M W 11 I� O 36 N i O 37 " O I I o II w � J 11. UJ C) 039 ZI- 38 Ln ¢ ■ i ,. 38 37 J 'laQ 'J V a. cn 0 L/ TONSET STREET (STA. 10+00.00 TO 14+53.89) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL HATHAWAY AVENUE SEE SHEET 4 ==MINE mmill 1 24 1 � INTERSECTION STA. 14+53.89 C.L., TONSET ST.= I STA. 18+75.20 C.L., HATHAWAY AVE. -- -- 3 Z e I F_ m i l l �) •: i HATHAWAY AVENUE SEE SHEET 4 rn ^ 'ul ^ Ln M 1� j w J W 1 J W j W W J J 17 to I w 1_ -_ --. _ _ J cy)-� 352 a Qlao o CR I W =I + .z Q - m N xrr�r-rordcmm +t`_ -W c5 � rl� GROUNNDUPII@ CCENCTE'JJN1E7 r 4; cn cD cn - -- �1� ----- - -- -- of 1 126 ) vai W48 3 1 tl PROPOSED WEST FLOWLINE S -0.37% 11+00 12+00 13+00 o rn N M , 0 ABBREVIATIONS M W 7 U3 F. L. J J FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: W W C.L. JJ cr " LZ LL ELEV. 00 � R1-1' -STOP W3-1" -STOP AHEAD "R6-1" - ONE WAY "S5-2" - END SCHOOL ZONE IR FURNISH & INSTALL IRRIGATION CONDUIT B.C.R. N O "135-1" - DO NOT ENTER "S4-2" -WHEN CHILDREN ARE PRESENT � E.C.R_ 0 0 'R26(CA)" - NO PARKING "S4-3" - SCHOOL z Lu FURNISH & INSTALL INTERCONNECT CONDUIT B.C. BEGIN CURVE PCC POINT OF COMPOUND CURVATURE cl: (n a If V) S= 0.2676 L/ TONSET STREET (STA. 10+00.00 TO 14+53.89) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL HATHAWAY AVENUE SEE SHEET 4 ==MINE mmill 1 24 1 � INTERSECTION STA. 14+53.89 C.L., TONSET ST.= I STA. 18+75.20 C.L., HATHAWAY AVE. -- -- 3 Z e I F_ m i l l �) •: i HATHAWAY AVENUE SEE SHEET 4 rn ^ 'ul ^ Ln M 1� j w J W 1 J W j W W J J 17 to I w 1_ -_ --. _ _ J cy)-� 352 a Qlao o CR I W =I + .z Q - m N xrr�r-rordcmm +t`_ -W c5 � rl� GROUNNDUPII@ CCENCTE'JJN1E7 r 4; cn cD cn - -- �1� ----- - -- -- of 1 126 ) vai W48 3 1 tl PROPOSED WEST FLOWLINE S -0.37% 11+00 12+00 13+00 LEGEND: LEGEND: (CONT.) N LEGEND: (CONT.) , 0 ABBREVIATIONS R1- W - - - - - - - - - - - PROPOSED SAWCUT LIMIT UNE F. L. FLOWLINE P.O. V. C. POINT ON VERTICAL CURVE FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: W W W C.L. CENTERLINE B.V.C. BEGIN VERTICAL CURVE" cr " TS FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT ELEV. ELEVATION E.V.C. END VERTICAL CURVE LLJ R1-1' -STOP W3-1" -STOP AHEAD "R6-1" - ONE WAY "S5-2" - END SCHOOL ZONE IR FURNISH & INSTALL IRRIGATION CONDUIT B.C.R. BEGIN CURB RETURN P. 1. POINT OF INTERSECTION m o v w U "135-1" - DO NOT ENTER "S4-2" -WHEN CHILDREN ARE PRESENT � E.C.R_ END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE «S 'R26(CA)" - NO PARKING "S4-3" - SCHOOL z Lu FURNISH & INSTALL INTERCONNECT CONDUIT B.C. BEGIN CURVE PCC POINT OF COMPOUND CURVATURE "R3 -5R" - RIGHT TURN ONLY "R2-1' - SPEED LIMIT 20 �6 E. C. END CURVE TC TOP OF CURB Q J "R4-7" - KEEP RIGHT "R7-9" - NO PARKING/BIKE LANE o FURNISH &INSTALL SPLICE BOX FOR INTERCONNECT P. P.I. V. C. POINT OF INTERSECTION T.P. TOP OF PAVEMENT "R81(CA)" - BIKE LANE TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE (n OF VERTICAL CURVE F. C. FINISH CONCRETE U "W31(CA)' - END W/OM4-3 MARKER NOTE; Y o "W14-1" - DEAD END SIGN NUMBERS ARE FEDERAL CODES Qj CURVE NUMBER FOR CURVE DESCRIPTION Y FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. "W14-2" - NO OUTLET UNLESS OTHERWISE INDICATED BY 0 QI U 0 V? "W1-7" - DOUBLE ARROW (CA). (CA) INDICATES CALIFORNIA Oj TAPER NUMBER FOR TAPER DESCRIPTION EXISTING SURVEY MONUMENT "W1-6" - SINGLE ARROW CODES. z = "W1-1" - CURVE ARROW ITEM OF WORK -SEE SCHEDULE FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. "W3-3" - SIGNAL AHEAD %U U' CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. - o STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS 0 PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. 0 STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS CALTRANS TYPE IV ARROW, LEFT OR RIGHT AS APPLICABLE, TO BE PAINTED -o- FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. DET. ST -14. CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. -- U CALTRANS TYPE I ARROW s SEWER - REFER TO SEWER & STORM DRAIN PLANS AS APPLICABLE, TO BE PAINTED QS SEWER MANHOLE - REFER TO SEWER & STORM DRAIN PLANS. NOTE: m Ind Lnj SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT © SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT 0 0 PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. - - TRACT BOUNDARY U U Z ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. UNIT BOUNDARY of A.C. PAVEMENT TO BE REMOVED AND DISPOSED. L/ TONSET STREET (STA. 10+00.00 TO 14+53.89) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL HATHAWAY AVENUE SEE SHEET 4 ==MINE mmill 1 24 1 � INTERSECTION STA. 14+53.89 C.L., TONSET ST.= I STA. 18+75.20 C.L., HATHAWAY AVE. -- -- 3 Z e I F_ m i l l �) •: i HATHAWAY AVENUE SEE SHEET 4 rn ^ 'ul ^ Ln M 1� j w J W 1 J W j W W J J 17 to I w 1_ -_ --. _ _ J cy)-� 352 a Qlao o CR I W =I + .z Q - m N xrr�r-rordcmm +t`_ -W c5 � rl� GROUNNDUPII@ CCENCTE'JJN1E7 r 4; cn cD cn - -- �1� ----- - -- -- of 1 126 ) vai W48 3 1 tl PROPOSED WEST FLOWLINE S -0.37% 11+00 12+00 13+00 344 O per) 0 d U -)Op ^ N 'CD n n K)) 1 u; pcVi W j J w W uj 00 W 1W J J- dam'. W U- J J W w M M J J `` r `` _j 352 of cD a0 j > o) i of a) j + + M�W W W to ZI00 0O I W + + I�M J I' I cv-I--.6 c+, APPROXIMATE EXISTING +f N �? � cid c; Q LJ dF1� GROUND 0 CENTERLINE I 1 -- - - - 1 ._ 348 m V) I1= 1 5=-0.51X f~ =f751q - I -- ii S---0.26% S= 0,51% i EAST OWLINE o cD N I= S=-0.25% ^oo C��ui�r 344 ui PROPOSED EAST FLOWLINEJ 00 � 0 � It � � � ° 00 00 00 �_- - - - - 11+00 ' j j W W W 13+00 a 14+00 M M W W W W W W W j j w W 4 4 4 4 4 4 w w W �a 4 4 4 a � CONSTRUCTION NOTES: NOTES: Ol CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN O 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 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 4 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 SECTION LETTER TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT UNIT. L PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER 2 i I O SHEET,WHf rS€GIION IS SH r I CALTRANS STANDARD SPECIFICATION 8010-21C-19. �. . � ® CONSTRUCT 5.5 COMBINATION SIDEWALK PER C.O.B. STD ST -3 No. is RELOCATE EXISTING POLES BEHIND THE CURB, GUTTER & SIDEWALK , ` Ex 9 AS DIRECTED BY THE ENGINEER. r:o. 2 � 1� I 10 REMOVE AND DISPOSE OF EXISTING A.C. PAVEMENT. i 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 L1N lTVt�t1'f IS TO GO FROM FLOWLINE TO FLOWLINE. Ll 13 CONSTRUCT TYPE "M' MEDIAN CURB WITH 10" REVEAL PER C.O.B. STD. ST -2 (REVISED 6-2-99). m 0 r� � Q � O z O0 I Q J J Q LLJ w U 00 Ld O (n N Of w Y a m C 0 0 0 J© o z w N 0 ^ �o,n N \ , 0 W W 14+00 - J j > W T 0 W W W 344 O per) 0 d U -)Op ^ N 'CD n n K)) 1 u; pcVi W j J w W uj 00 W 1W J J- dam'. W U- J J W w M M J J `` r `` _j 352 of cD a0 j > o) i of a) j + + M�W W W to ZI00 0O I W + + I�M J I' I cv-I--.6 c+, APPROXIMATE EXISTING +f N �? � cid c; Q LJ dF1� GROUND 0 CENTERLINE I 1 -- - - - 1 ._ 348 m V) I1= 1 5=-0.51X f~ =f751q - I -- ii S---0.26% S= 0,51% i EAST OWLINE o cD N I= S=-0.25% ^oo C��ui�r 344 ui PROPOSED EAST FLOWLINEJ 00 � 0 � It � � � ° 00 00 00 �_- - - - - 11+00 ' j j W W W 13+00 a 14+00 M M W W W W W W W j j w W 4 4 4 4 4 4 w w W �a 4 4 4 a � CONSTRUCTION NOTES: NOTES: Ol CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN O 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 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 4 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 SECTION LETTER TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT UNIT. L PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER 2 i I O SHEET,WHf rS€GIION IS SH r I CALTRANS STANDARD SPECIFICATION 8010-21C-19. �. . � ® CONSTRUCT 5.5 COMBINATION SIDEWALK PER C.O.B. STD ST -3 No. is RELOCATE EXISTING POLES BEHIND THE CURB, GUTTER & SIDEWALK , ` Ex 9 AS DIRECTED BY THE ENGINEER. r:o. 2 � 1� I 10 REMOVE AND DISPOSE OF EXISTING A.C. PAVEMENT. i 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 L1N lTVt�t1'f IS TO GO FROM FLOWLINE TO FLOWLINE. Ll 13 CONSTRUCT TYPE "M' MEDIAN CURB WITH 10" REVEAL PER C.O.B. STD. ST -2 (REVISED 6-2-99). m 0 r� � Q � O z O0 I Q J J Q LLJ w U 00 Ld O (n N Of w Y a m C 0 0 0 J© o z w N 0 ^ N \ , 0 W W m - J J J W T 0 W CL a z m o 0 w a a cr cncn 1.- LL Q LLJ o r m z � m o v w U 0 v ci Q 0 r Lu W W m - J J J W T W CL (n cr cncn 1.- LL 11- LLJ Lu co �F­ z Z 0 v � F Lu «S z Lu Ir wW w OD ti Q J o w (n U U mi Y o Z 0 0 Y OU 0 0 J 0 QI U 0 V? U W z = cn %U U' W 0 m -- U ck� m Ind Lnj 0 0 0 U U Z d' of w d w CL w J 0 0 0 w cn w cn w cn w D' w Of w K Q Q O W Q 0 N O N Lnooa O O - 1 � ,�, Lu W W LuGOZ I W T W CL (n cr 1.- LL 11- LLJ Lu co 0 x 0 v � F Lu «S z Lu Ir wW OD ti Q J co �a Y o 0 0 0 J 0 QI U 0 1 � ,�, W W I W T W cr LL 0 75 S wl rZ Olw R/W a - j -- -- -- -- --�-- -- -I- -- -- -- -- -- -- -- R/W CURB & GUTTER 1/2" LIP --'� -------------- 1:1� APRON - *4 MIN.R/W 2.0% SIDEWALK RIVEWAY 6" O.G. COMPACTED TO 90% RELATIVE COMPACTION ;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. _SEE DETAIL "1" THIS DRAWING (TYPICAL) I I 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. 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. 1. 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. 1. 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 LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. -D FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. DET. ST -14. SECTION DESIGNATION; SECTION LETTER 2 SHEET WHERE SECTION IS SHOWN LEGEND: (CONT.) I ( I I � I II II I I I /J FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: o "Rt -1" - STOP "W3-1" - STOP AHEAD - "R3-7" - 2 S/W EASEMENT Sew �� TURN RIGHT "S4-2" - WHEN CHILDREN ARE PRESENT TO BE DEDICATED I I - NO PARKING "S4-3" - SCHOOL NUMBER FOR TAPER DESCRIPTION WITH FINAL MAP - RIGHT TURN ONLY "132-1" - SPEED LIMIT 20 "R4-7" - \\ 63406 "R81(CA)" SEE DETAIL "1" �\ 1 - END W/OM4-3 MARKER NOTE: THIS DRAWING "W73A" - RIGHT LANE TURNS RIGHT SIGN NUMBERS ARE FEDERAL CODES m OO=ff (TYPICAL) NO OUTLET UNLESS OTHERWISE INDICATED BY CD CO "W1-7" - DOUBLE ARROW (CA). (CA) INDICATES CALIFORNIA ++ "W1-6" - SINGLE ARROW CODES. m "W1-1" - CURVE ARROW U O <W "W3-3" - SIGNAL AHEAD -- STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS 0 2' S/W EASEMENT DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS CATCH TO BE DEDICATED \ SEWER - REFER TO SEWER & STORM DRAIN PLANS WITH FINAL MAP III MANHOLE - REFER TO SEWER & STORM DRAIN PLANS. I _ SEWER I _SEE DETAIL "1" THIS DRAWING (TYPICAL) I I 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. 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. 1. 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. 1. 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 LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. -D FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. DET. ST -14. SECTION DESIGNATION; SECTION LETTER 2 SHEET WHERE SECTION IS SHOWN LEGEND: (CONT.) ( Rl FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: o "Rt -1" - STOP "W3-1" - STOP AHEAD - "R3-7" - RIGHT LANE MUST "S5-2" - END SCHOOL ZONE AVENUE a TURN RIGHT "S4-2" - WHEN CHILDREN ARE PRESENT ® "R26(CA)" - NO PARKING "S4-3" - SCHOOL NUMBER FOR TAPER DESCRIPTION "R3 -5R' - RIGHT TURN ONLY "132-1" - SPEED LIMIT 20 "R4-7" - KEEP RIGHT "R7-9" - NO PARKING/BIKE LANE 63406 "R81(CA)" - BIKE LANE "R7-9" - NO PARKING/BIKE LANE l "W31(CA)" - END W/OM4-3 MARKER NOTE: NN Y "W73A" - RIGHT LANE TURNS RIGHT SIGN NUMBERS ARE FEDERAL CODES m OO=ff 'W14-2" - NO OUTLET UNLESS OTHERWISE INDICATED BY CD CO "W1-7" - DOUBLE ARROW (CA). (CA) INDICATES CALIFORNIA ++ "W1-6" - SINGLE ARROW CODES. m "W1-1" - CURVE ARROW U O <W "W3-3" - SIGNAL AHEAD -- 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 Q SEWER MANHOLE - REFER TO SEWER & STORM DRAIN PLANS. © SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. TRACT BOUNDARY UNIT BOUNDARY N mujilIINK3 I ( -- PROPOSED SAWCUT LIMIT LINE --- - o J HATHAWAY l 0 - °O O AVENUE a -- ® SEE SHEET 4R OTAPER NUMBER FOR TAPER DESCRIPTION Q® 1 ITEM OF WORK - SEE SCHEDULE F -u-6 ( 63406 Q C> PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) l CALTRANS TYPE IV ARROW, LEFT OR RIGHT Z O zm NN Y O � Cp cp m OO=ff 00 W NN 49 CD CO MU OO W ++ Mr7 �- + �Z m OO ++ to U O <W <- Q ad I Q 1-m C-0 U) (n V) w �H � �, 1 �m�� H� i I 13 R/W 3 I I N08'20'00"W 1 r° N -1 12 - - + 171.66' `•; ,/� 1 zo 11+00 4 N CL INTERSECTION _ 3 I STA. 11+71.66 C.L., PHILBIN ST.= STA. 11+50.00 C.L., HATHAWAY AVE. / r 2 R/W W` `6340 I I I I L ��-.�`'�'''� 00 CD ui14 �106 p �� CJS_ ( CU Li 48 JJ I F I O� ^^ ` Y MM C3 LL: ZI 1- cn l o� oo __� NN _ -- _ corn_ J f 20 20 I "o mZ rnrn ` w+� I f n 30 HATHAWAY Of W F- F ~ AVENUE � m cn cn 15 Q c� � cn J � °0 1/) �'J SEE SHEET 44�, 1� CURVE TABLE vl% PHILBIN STREET CURVERADIUS LENGTH TANGENT DEL 20.00' 31-42' 20.00' 90'00 0" R/W R/W (STA. 10+00.00 TO 11+72.00) b� 30' 30' SCALE: 1' = 50 HORIZONTAL 1" = 5' VERTICAL 5' 5' 20' 20' S' 5' ^ �� N J I I t o > U co co I I to MC>LU z z > > \ wr7 �tP J J W W Q `1 O I O I 1 w W W = W I C5 Ll_ 11 \� J J J O W M I ( Qe7j M Y J 1 2q MIN 2% M1N. Z o Q �, r� o J�MAX. 2% 2% 2% 4:1 � ( o � o WLL) ^ `o 2% moo+ mo+ ` ro + w z o U- \ 4.5' SIDEWALK 0.20' A.C. PAVING �4.5' SIDEWALK �� V) 0 N _. ( - / 348 -- m cn - CURB & GUTTER 0.40' AGG. BASE CURB & GUTTER I w 348 I APPROXIMATE EXISTING 0.50' COMPACTED O.G. TO I GROUND ® CENTERLINE 95% RELATIVE DENSITY - 4:1 TO MATCH O.G. S S -- TYPICAL INTERIOR STREET ��--� 1Q�3� - 11sx SECTION A 344 PROPOSED WEST FLOWLINE CD rn 04 344 `�' SCALE: 1"=10' HORIZ. 12 i 1"=5' VERT. M M th z NOTE: THIS CROSS SECTION STILL APPLIES TO ALL SHEETS J W W W Z o REFERRING TO STREET SECTION A. } o 10+00 11 +00 _ z C v v) LLJ > U Z Ld NcJ m R/W 26 26' R/W < C'�) m Lu Ln IL ( 3' 5'18' 18' 5' 3' j '�' ~' 6 z a 0 JLLI'LLJ LLJ -i ` w'� JLLJ W J Q W Lo d J R LW LU Jz J CQL+- WI J M�J OfE'� m D 1� < ti O O I C =O 'm'W� N co Ld Li I /mV m �} WN Fooao + Q O .0- O r ¢cam Q a Q I— ofd� o Co I \�mID CD ul cn cis ciZ 2% 2% 2% 348 APPROX►Mari EXISTING C6 `" '-'-' W� 348 I 2% MIN 2% 2% MIN- ! GROUND ® CENTERLINE JS= -0.62 - - 4.5' SIDEWALK 0.20' A.C. PAVING 4.5 SIDEWALK 4:1 TO MATCH O.G.- S=0% CURB &GUTTER 0.40' AGG. BASE CURB & GUTTER 1 0.50' COMPACTED O.G. TO 344 344 95% RELATIVE DENSITY PROPOSED EAST FLOWLINE INTERIOR STREET SECTION B SCALE: 1"=10' HORIZ. 1 "=5' VERT. 10+00 11+00 Z 1.11 LEGEND: (CONT.) -- - -- - -- PROPOSED SAWCUT LIMIT LINE --- - - FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT - - FURNISH & INSTALL IRRIGATION CONDUIT - FURNISH & INSTALL INTERCONNECT CONDUIT T ,cf - - -`'- FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT 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® 1 ITEM OF WORK - SEE SCHEDULE EASEMENT DESCRIPTION �� CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS S� EE DETAILS ON CSHEET 12R. PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) CALTRANS TYPE IV ARROW, LEFT OR RIGHT AS APPLICABLE, TO BE PAINTED CALTRANS TYPE I ARROW �Illf� 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. CONSTRUCTION NOTES: O1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 2O 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. O 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. O CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 ORELOCATE EXISTING POLES BEHIND THE CURB, GUTTER & SIDEWA K AS DIRECTED BY THE ENGINEER. 10 REMOVE AND DISPOSE OF EXISTING A.C. PAVEMENT. 11 PAINT DETAIL 22 (DOUBLE -YELLOW) STRIPING USING PAINT PER 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. r In,. - • - R(iER A. McINTOSH 1, 33322 06/30/n 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 (,iO 2 v�ci IS TO GO FROM FLOWLINE TO FLOWLINE. 13 OR S pS TYPE "M' M'MEDIAN CURB WITH 10" REVEAL PER C.C.B.C 0 BRECORD DRAWING REVISION w APPROVED BY: , / /,U MARIAN SHAW C.E. IV R.C.E. 32178 EXP. 12/31/16 DATE DATE H w W W w N � r r LL 0 60' R/W 54' 6' 1 24' 6' j VARIES EX. E.P. 1D VARIES Lu I SAWCUT FUTURE 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" 0 w I MEDIAN %-/9 w Q 00'4' I EXIST. PAVEMENT 2.98%-3.0% SHOULDER k"'ZI TO REMAIN/ -4 VARIES I EX. GROUND MATCH EXISTING �1P�0� OVNO FUTURE PAVEMENT E`X• IMPROVEMENTS FUTURE 0 45' A C PAVING CURB & GUTTER _ _ AC PAVING I I ' SECTION - ASHE R(lAl1 �e\' --.._ _ .,_.._.. TAPER DATA NO.� q STATION OFFSET FROM 16+46.35 50.12RT. 16+51.35 50.17RT. 16+56.35 50.34RT. 16+61.35 50.61 RT. 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 57.51RT. 17+26.35 57.78RT. 17+31.35 57.95RT. 17+36.35 58.00RT. TAPER DATA NO(OJ q STATION OFFSET FROM 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 0.5OLT. 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. TAPER DATA NO. <3> STATION OFFSET FROM CE 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 50.50RT. 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. TAPER DATA NO(0 A q STATION OFFSET FROM 22+00.02 3.00RT. 22+05.02 2.93RT. 22+10.02 2.72RT. 22+15.02 2.38RT. 22+20.02 1.89RT. 22+25.02 1.26RT. 22+30.02 0.5ORT. 22+60.02 4.5OLT. 22+65.02 5.26LT. 22+70.02 5.89LT. 22+75.02 6.37LT. 22+80.02 6.72LT. 22+85.02 6.93LT. 22+90.02 7.00LT. VARIES 72.85'-74' P/L VARIES 63.85'-65' W 9' 1 LANDSCAPE D AREA _ 1 7' 7' VARIES 57.70'-58' g' 2' /000� I PROPOSED NEW MEDIAN) BLOCK WALL rEX. MEDIAN CURB I SEE SEPARAI TO REMAIN 1 PROPOSED EAST I PLAN MEDIAN CURB C EXITO REMAINENT' 01 y 2.0% 2% 41 MIpX f, vim HINGE POINT 0.45' A.C. PAVING 5.5' DEWALK 0.40 AGG. BASE 1.65' COMPACTED O.G. TO STA. 10+76.00 C.L.-STA. 12+70.00 C. L. 13 1D �i 0.40' AGG. BASE CURB & TTER ' COMPACTED O.G. TO 95% RELATIVE DENSITY SCALE: 1"-10' HORIZ. �� 1 695% RELATIVE DENSITY SECTION - ASHE ROAD G� or 1"=5' VERT. STA. 22+90.02 C.L.-STA. 23+85.28 Cl 1 1 Of ` SEE SR-119-TAFT HIGHWAY v } ����� z SCALE: 1"=10' HORIZ. D TRACE N0. ) 758 J CD < p J \ p a I I 110 ��/�/��� 1"=5 VERT. i - (NEED ENCROACHMENT I C.O.B. tea, N� o U of� m m> U)Q W 00 W �M OW41 Q PERMIT FROM CALTRANS) o z N vi w o o' o w ~o c> U le o-� ' Q O 00 O^ 06 O O p \ U O O of J -� Q J J \ Q~ H J r7 J M m 0 f \• J Y J U 1� Of p O W O Cl w - Z Q O Z O UU I �� => C7cj C.)cj U �\ Q U \Z� M \> n O (n O CD O O \ O O>U O O O I H + I C7 W O O of O ■ 0 0o I I mo® Ja, EXIST. CURB \�Nw a > U z o o wQa� wo - O ^ ~w \ p� W C.> -\ W O Y Q \ D= _j J \0 m 0-• M r7 w U m N U oo I aWvo &GUTTER ��oow ~~mow t- M ter- ow�ci w m m¢w J _- n w mw --I oo - U o o F.. - - oo -- -- B co � �i a 0 oo Q X o m m Q U (1) - 6" SCH. 40 w X o c3 J J \ -0 UJ � �¢ o Ir 0cw v ofQ-i w w o o FD. K.C.S. CONC. MON. a -- -- x rn X m w 3 w 3 x+ z o o I N U ¢ c5 Q c5 o (~i) Q ci M I u') U � r Z (..) O U V) + + DOWN 24" FOR WITNESS ao "� --� w + W i cn Y + W w v Q m (2) - 3" SCH. 40 m v oo N II p ,n �, c.� 1 z z z = r; z o Of O O ' U C �..-- Q H _ Q - u7 Q u7 Q O In U F- 00 'Q U` QU H 1` Z N W N ^-_.�___. ..=.._ �_�=d' Z=N ZD �� z 'O Z ,"�N iZ V)U M� p F" a0^ \II N N W OU' N CORNER 40' NORTH OF I > - - - - z ow ¢ N PVC SLEEVES a_ m �i N - - - - - - a o \ z_ to a'w I v x I U hc` I - -- ---- -- _3�_ +rte _� QX3 co ¢ U o z -- - - _w �Q rnr\ U a`no m z Q Q I S.W. COR. SEC. 34, 30/27 z W w ± w Q ' W Q ' w v U ¢ z w z (0 "f- Q - - - - - w - - - - - - - - o +� N + N o Qd _ - n o cn r`�z + "� r- u i H H ¢ a - z z� W73A o w + Q �¢ - --- ._ X Q v� �- __ z cn + °O m c� Ln Ln PER R/S BK. 15, PG. 178 I �_�'- Q�tn+l Q�(n+l Q rn m�wm cn - . u o ��r7 -r� + N -¢x `>` r- +-- -- - c� w o ca = z } I w w rn r� o ow o EXIST. CURB & GUTTER �: 3 W N Y - -= o w r4 U 2 a EX. E.P./MEDIAN ¢ w u --- n c>- It N w Q- N N J > Q Z W W U D N M N CV � - -- W d_ ¢ Q¢Qt-� CURB TO REMAIN wmmtn�� z��? EX. E.P. MEDIAN �' qv maw Iv W I< ? QQ II EXIST. A.C. z '� 2� ��m II �= M / w M m Ln 1 U N F r z Q cj d cj DIKE TO BE - d II p d II o o rQ- U EXIST. MEDIAN 5 Uma u) -H wcn� m cn r= . FUTURE MEDIAN CURB G t U V) w U) REMOVED m to w �� w wQ +I +I CURB TO REMAIN z¢ cn v {� 1-- CURB TO REMAIN c� tocn+: w �- w �v ¢ �c3 c3 cnr� o II 5 10 3 .�%4 a�i�� �Zc�Q\c E° \oop W M +I I 5 5 6a �� r f j a �+ �,. 5 /o -- _ 11+00 I - -- - - - I �a� 14,ap� ,6 4\F h� a ,h. ab, tib . F �iay, 40.00' - N ' -- _ - t3+O�t ltla 1 +00_:,, 16+00 - - - -- - -- - - - -- �a�a� F� _. N00'25'27"E H - - - 485.83 - - 0+ - - -�-= -- 0tE -- - --� - 00 25 27 E 157.81 0 1 N00'25'27 E _ - 282.21' t 5+ - - 100'25 2 "1 21 22 00 N00'25'27"E C= -_ ------ -- ----_--��--�'"_.-_ I - -- -- ----- 17+00 - ---- -- ---- 18+00 19+00 EX. SIGNAL LIGHT -S- IGHT -. - = PROPOS D NEW E.P. EXIST. A.C. DIKE EXIST. A.C. �.• TO REMAIN 14 14 2 13 13 TO BE REMOVE 15 '-� MEDIAN CURB j0, }j, �/ I D I D REMOVEIKE TO D �/ Ln 1013 2 - 3" SCH. 40 1 ~EX REMAIN P?� I I 1R I I 00 I O PVC SLEEVES n `� I PER TR. 675 _ EXISTING RESIDENTIAL 1 $ I Ln --- - --- ---- WALL TO REMAIN � I LFUTURE rP c I�\ __--___CPERPROVEME T57 1/ > 2 I 1 $SEE STREJ �_-_/- _ _ I R7-9 I R7-9 - - - - - - - I TRACT 7 FUTURE T� = Ic - _ _ - -tc R26(CA)/R81(CA)I 634G5 R7-9------- �� CURB & GUTTER R/W R/ a -6 R26(CA) R/� R26(CA) i - - -- - ---___ - - -- --- R/W a R7-9 -- �, I �1 PORTION OF EX. z I v 1 0 o I� II W II OLLI + I o✓ I rn rn � II A.C. DIKE. TO JD �, D _ II 1 REMAIN �_ o' o d w { \ I {PROPOSED BLOCK { /D o00 I I x O Q O O O O O O O Q J -� W I 1 O N O � I I I \ / O � �-+ J i t w 0 �' \ N d' U �'- .J J �D I O w O O I\ o p o WALL -SEE WALL o 0 0 � Q o \ o_ LANS FOR DETAILS oo �. I� I I I I = N z N N N N "' w "' �" 5 2 w I Q ,n I rn I PROPOSED BLOCK a _ ao 1 00 U I _ W J \ Z �c0 Q JJ PR OSED NEW E.P. a -I m J J I Y(j- \ '�'`> W Y a; I I _ J G cn I J J WALL -SEE WALL I v L / W � Lo SE SEPARATE STREET c'� cid a c3� n m a co `r' �'� c' o '� 30 v 153 zQ'`'I� /� J,� I 20' 20' -'�, PLANS FOR DETAILS I w / w JJ \zz Li W M r�i� J ++ 1 �w co`n f `t 1 y v 1 I z Y M� < U' > � a �� I I ^ IIP N-TAFT HIGHWAY \� N r�i m L`' '�' N °D co CO Q �'� p A \ = o� M I I I o� I O N I w _o Q � r yr o co o N' a' °° �t 3 m o ,n,n °° o- co co m + + `'� 00 30' 30' r� ori I I ¢ / r� o of w w CLQ I U CJ ao M 3 CA ,,,� Lu 'i 3 W O r7 m Z W a"° ¢ O z I J ^ I o / w r7 O p> n c^v CJpi 1 w o w w eq of ai rp I I 73' I w \ rn z z c0 z N > , 3 > c� ¢¢ I I I z N I I J m++ o c1i z� r I I > r7 w Ni Z rn J \ W u7 I Trico _O N Z O I 11 66' j 111 3Q +J cn > > > +> +W �o ++ cD + w +W \ w moi- o i g L� NN J oo � �(6 +W +W + W � + Um Z d• LnJ OQ QQ ++ I ++ +^ W NN 3 �c0 0000 II II wNW za ® w ®r� J �� z mtnV) ¢ J NJ ®NJ J I Q �> �W ZOr F �Cn 00 p 0� ZO I O ++ O� ++ ZZ 'n �W W W F- W H �� W I I WU' U7 �� I NN W N MM m- !! 0 1 ��w I- Z M I caQ QQ / J NN Quo' da I a - (NOT A PART) z z U I QJ Q \ 56 III 2 13 4 w� �-� 5 W �-_� NN -- -- n o c� Q z z a c� a v a I 1 1 I I ry -- II zwv)w aw�o o�w Oma o�� 0-V) w¢�� w�+I LLi uj U�� /I rn ci�� ��cj I I 1 mcDcncn / ��� Flo cncn I cn +I o cn Lei m iY cn cn \ I I I I CO cn cn I w cn rn Cn cn z III `� U Z vi Lci w w w ` a 5 1 ` I �� PROM n ETO AVENUE `/ I o Qw �F SR -119 (TAFT HIGHWAY) �� / PLEASE REFER TO SEPARATE �����/�-� �� 1 �_�._-� �� D [JUT STREET IMPROVEMENT PLANS O n M CD O [p LLj J > (r tiLj --I Z1T 1:6 W ! W W�.. U m 348 (n ! E _ ---- ? --5---_O._77% - - - - - - - I j S=-0.20% i FUTURE FLOWLINE 344 _._ I 4_-. j SEE SR-119("AFT HIGHWAY TRACT NO. 6758C.O.B. f i ` L (J� A ` 11+00 12+00 13+00 24' ASHE ROAD SEE SHEET 6�) (STA. 10+00.00 TO 23+85.28) 11 11 SCALE: 1" = 50' HORIZONTAL M cn 1" = 5' VERTICIUl AL Lu LLj Jw I O J CL LJ W -i LLJ W d. LJ W Of W H V) C7 of u- Q J W _ _ d J Q W Z Z W yj, Q I co ~ L� d J J v d L� J Q u- r a i LL .-, ---- Z In . . .-- W CD L� M M ^ W W ~ O Q W d _.._- 9 9 I O 0 T I Z W O ] - O -- --'-r--- Z Y M --- W O O p r - I OOi Um + W Z co !tiJ - ce �W J o �a� 000 w + T oo- + 3 + o�COI+ ,- m + + + / O _ - __ L, m N _ W J ^ o� z ow N - - - t- I `� -- 348 oQ a ItOf -- -- Am l cn 1D Uz o dL` APPROXIMATE EXISTING'ce d ^I c� Q a a a I a U V) '- ' Z ~ - --- - - m N - - �ui N - - - - - I- - j m CD V) to H M 2 (n GROUND ®CENTERLINE ,,; R/W VARIES VARIES 6' 6' I I VARIES EX EP I� q S=-0.25% .%----- _ PROPOSED EAST FLOWLINE S=-0.25% .51% S=0.2% CD NSEE STF --ET C _ -- -- _ ` ---- - - - - PROPOSED BAST F1LO1IRMJNWE IMPROVEN ENTS PER TRAC 6757 344 LLJi -T J J W C-) Z1> W a I I W W 5 W a I I f 14+00 15+00 16+00 17+00 19+00 1a ^--/Yo+00 21+00 22+00 --- 23+00 - 24+00 R/W R �\��I^� C� VARIES t56' -t58' VARIE t56'-65 R/W R VARIES 64'-72.85' P 1 VARIES VARIES t50' -t52' 6' I LANDSCAPE VAf�IES t50'-58' 6' I LANDSCAPE �-� VARIES 55'-63.85' R/W 9' I I 1 VARIES I /--14SAWCUT o I Z I VARIES _ _ VARIES 01x VARIES � I W EXIST. PAVEMENT a 4' I TO R _ I _ EXIST. PAVEMENT 2.98%-3.4% SHOULDER - - - TO REMAIN VAR - _ � ,f -EX. GROUND T•� QCµ Np EXIST. MEDIAN MATCH EXISTING MP OROv FUTURE CURB TO REMAIN FUTURE X�,,\����;�; MEDIAN PAVEMENT EX• IMPROVEMENTS LFUTURE 0.45' A.C. PAVING CURB & GUTTER /`*-­/`� 0.40' AGG. BASE SECTION - ASHE ROAD B 1D 1.65' COMPACTED O.G. TO 95% RELATIVE DENSITY STA. 12+70.00 C.L.-STA. 15+00.60 C.L. 13 SCALE: 1"=10' HORIZ. :� -1"=5' VERT. �'%.- LEGEND: ABBREVIATIONS F. L. FLOWLINE P•0.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. 1. 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. 1. V. C. POINT OF INTERSECTION T. P. TOP OF PAVEMENT OF VERTICAL CURVE F.C. FINISH CONCRETE I FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. EXISTING SURVEY MONUMENT FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. 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 L-- -- A 2 SHEET WHERE SECTION IS SHOWN �F -1/ v 0.45' A.C. PAVING 0.40' AGG. BASE - 1.65' COMPACTED O.G. TO 95% RELATIVE DENSITY R1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: - - "Rt -1" - STOP "W3-1` - STOP AHEAD - "R3-7" - RIGHT LANE MUST "S5-2" - END SCHOOL ZONE - - - TURN RIGHT "S4-2' - WHEN CHILDREN ARE PRESENT =' Tom'- - "R26(CA)" - NO PARKING "S4-3" - SCHOOL &GUTTER PER "R3 -5R' - RIGHT TURN ONLY "R2-1" - SPEED LIMIT 20 ® "R4-7" - KEEP RIGHT "R7-9" - NO PARKING/BIKE LANE OTAPER "R81(CA)" - BIKE LANE "R7-9" - NO PARKING/BIKE LANE D® 1 "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 S� EE DETAILS ON SHEET 12R.; "W1-7" - DOUBLE ARROW (CA). (CA) INDICATES CALIFORNIA CONSTRUCT "W1-6" - SINGLE ARROW CODES. SIDEWALK PER C.O.B. STD ST -3 "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 CALTRANS STANDARD A87B, PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. s SEWER - REFER TO SEWER & STORM DRAIN PLANS Q SEWER MANHOLE - REFER TO SEWER & STORM DRAIN PLANS. 0 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. TRACT BOUNDARY UNIT BOUNDARY I I LOT ^ NDS VARIES 0'-3' ARE 1 7' IVARIES I VARIES 41'-57.70' 6' I PROPOSED Q I w 4'-7' I 2 2' BLOCK WALL 1 I PROPOSED z 1D SEE SEPARATE 2' BLOCK WALL j PLAN �� 3' I SEE SEPARA U VARIES I 2% MIN. EXIST. j 3 PLAN 3 I 13 I 2. VARIES 4q 2% 41 MAX TO REMAIN 1 EX. PAVEMENT 2% 2%1 MIN' TO REMAIN 2% 2% 4:1 MAX' 1 r \ 2% 2.0% 2% �1 M HINGE POINT1 I EXIST. MEDIAN CURB TO REMAIN HINGE POINT 5.5 SIDEWALK EX. A.C. DIKE / 5.5' SIDEWALK a./% ihv,�v�;�v?�,v�jJ�?Tv3,`v HINGI TO BE REMOVED 5.5' SIDEWALK CURB & GUTTER 0.45' A.C. PAVING CURB & GUTTER 45' A.C. PAVING 0.40' AGG. BASE �� CURB & GU R 0.40' AGG. BASE �^ SECTION - ASHE ROAD C 1.65' COMPACTED O.G. TO SECTION - ASHE ROAD p 1.65' COMPACTED O.G. TO SECTION -ASHE ROAD q13), 95% RELATIVE DENSITY �\ 95% RELATIVE DENSITY ��STA. 15+00.60 C.L.-STA. 16+40.35 C.L. 1DSTA. 16+40.35 C.L.-STA. 19+65.85 C.L. 13R STA. 19+65.85 C.L.-STA. 22+ RO C.L. SCALE: 1"=10' HORIZ. ��,�,�CALE. 1"_10' HORIZ. 1� VERT. _� �`1"-5' VERT.�j _��,,SCALE: 1"=10' HORIZ. - - - - - - PROPOSED SAWCUT LIMIT LINE - - FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT - - FURNISH & INSTALL IRRIGATION CONDUIT - - - - FURNISH & INSTALL INTERCONNECT CONDUIT =' Tom'- - - FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT &GUTTER PER TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE ® CURVE NUMBER FOR CURVE DESCRIPTION OTAPER NUMBER FOR TAPER DESCRIPTION D® 1 ITEM OF WORK - SEE SCHEDULE _ ® EASEMENT DESCRIPTION ��/ ' CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS S� EE DETAILS ON SHEET 12R.; PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) CONSTRUCT CALTRANS TYPE IV ARROW, LEFT OR RIGHT SIDEWALK PER C.O.B. STD ST -3 AS APPLICABLE, TO BE PAINTED CALTRANS TYPE I ARROW hll� AS APPLICABLE, TO BE PAINTED w NOTE: CALTRANS STANDARD A87B, PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT T TYPE 0 BE 0.20 E B A.C. OVER STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT Y PER RECORD OF PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. HANDICAP RAMP UNITS STANDARD PLAN RSP ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. 0.40' AGGREGATE BASE OVER COMPACTED TO 95% RELATIVE A.C. PAVEMENT TO BE REMOVED AND DISPOSED. BLOCK WALL SEE SEPARATE PLAN POINT CONSTRUCTION NOTES: - - J �1 =5 VERT. _ ,_/ PER C.O.B. STD. S-12, UNLESS NOTED O CONSTRUCT TYPE "B" CURB &GUTTER PER NOTES: FINISHED GRADE. '"% ----N �� Q ENGINEER/DESIGN ENGINEER. UI C.O.B. STD ST -1 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN H Z CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 PLANS AND DETAILS. EASEMENT LEGEN C 14 CONSTRUCT TYPE A A.C. DIKE PER w O CALTRANS STANDARD A87B, PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER 2. LOCAL STREETS - PAVEMENT T TYPE 0 BE 0.20 E B A.C. OVER 0 CALTRANS RIGHT -OF- Y PER RECORD OF OCONSTRUCT 3 HANDICAP RAMP UNITS STANDARD PLAN RSP PER CALTRANS 2002 REVISED DUAL A88A CASE A. 0.40' AGGREGATE BASE OVER COMPACTED TO 95% RELATIVE 0.50' COMPACTED O.G. TO BE DENSITY PER C.O.B. STD. ST -9. SURVEY NO. 3123 IN BOK OF SURVEYS AT PAGE .23. ❑2 EXISTING CAL -TRANS RW 26 OF RECORD PER DOC. N0. 0 CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. 3 0205296026 O.R. I ./ O COMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND ALL CATCH 0AS1N3 TO BE TYPE A WITH 3.5 OPENINGS J J GUTTER LIP TO A DEPTH OF 12". PER C.O.B. STD. S-12, UNLESS NOTED OTHERWISE. OSAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY 4. RAISE EXISTING SEWER MANHOLES TO FINISHED GRADE. cn V) ENGINEER/DESIGN ENGINEER. UI OINSTALL W-31 (CA) SIGN WITH OM4-3 MARKER AT UNIT BOUNDARY H Z OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED AT THE SAME ADDITIONAL CONSTRUCTION NOTES O TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT UNIT. 14 CONSTRUCT TYPE A A.C. DIKE PER w O CALTRANS STANDARD A87B, PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER m Iw ac w CALTRANS STANDARD SPECIFICATION 8010-21C-19. CURRENT EDITION. 0 O CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 15 TRANSITION 6" A.C. DIKE TO FULL 0 0 RELOCATE HEIGHT (10" R VEAL) CO RETE Q O EXISTING POLES BEHIND THE CURB, GUTTER & SIDEWALK MEDIAN ,C'U B. ANSI TI N LENGTH AS DIRECTED BY THE ENGINEER. 0 EOMI ON I E. 4 REv1s10N APPROVED BY: m 1Q REMOVE AND DISPOSE OF EXISTING A.C. PAVEMENT. V � U A. H Q R.C.E. ER 333221NTOEXP. 06/30/16 11 PAINT DETAIL 22 (DOUBLE -YELLOW) STRIPING USING PAINT PER No. 3 ` 1 o CALTRANS STANDARD SPECIFICATION 8010-21C-19. Exp. -s ( _ O12 INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W-31(CA) SIGN WITH OM4-3 MARKER. BARRICADE0�;^ALIFQ r REVISION APPROVED BY: cn 0 0 v/ Q g U IS TO GO FROM FLOWLINE TO FLOWLINE. _ aG � IAN SHAW C.E. IV R.C.E. 32178 EXP. 12/31/16 13 CONSTRUCT TYPE "M' MEDIAN CURB WITH 10" REVEAL -` /J PER C.O.B. STD. ST -2. UNIT D NL`i "RECORD DRAWING Vo>oow� ' 5-'& / s - DATE rn O � Q � O z o0 U af d- zLLJ I J W U CIO J W co o = O v) i CV ( w Y Q m 0 r m J J J J J J U7 U) cn V) V) UI H Z O o w 1= V 'o 0 m Iw ac w O 0 O Lu Z Lu 0 U CC I. -Go Q J a v m w � U 0 H Q vi z 3 �n a o W V) 0 " N z r -w " w cn 0 0 v/ Q g U � m a' Vo>oow� U O D U M O z M U 2 ' mv v 0 (nWoww = m > 2 Z= UpjU U) O U¢ULu `YN<N�p� CJ N o ce (n W � m O m W m 0 m 0 w Q C) U O D U 0 Z [C��CC uj 0,2 W W Cl W CL W d W d W J Ln Q 000000 wW W W WLI) W Ul >ss-->-» W Of W W Q: W W C= W Ek:: o 0 0 0 0 Lj 0 N O O O N O N 14- N 0 r`OOOornoo CD C) W Lu M �LL T 0 N co N O o 1= V 'o 0 m Iw ac w O 0 O Lu Z Lu 0 U CC I. -Go Q v m � U 0 H Q a o W V) 0 " N " `Z 0 0 v/ Q W J a U 0 a' W Lu M �LL T 0 II I I N¢ i I aF_ I J J i i Z d I I 0 0oLu I I Lo�+ i I 00 k i z QQ �V) c� (n V) S.W. COR. -� SEC. 34, 30/27 EX. SIGNAL - LIGHT TO REMAIN ll II I 73' I II I I •� �� ^•���� ENTRANCE ROAD � I `� o r7 rn ,� of oELD po \ ro r�I F- p �.I N J J �- w~ 00 W~ wQ J� M O 1- H N� _j 00 > QO O w O N Q tb N O O Q c0 \ d' d' O 00 J O O 00 J Q w 0 O J SEE SR -119 (TAFT HIGHWAY) ' TRACT N0. 6758 X M "� M 1= ori > o m o o U 18 0 "' I STREET IMPROVEMENT PLANS STREET IMPROVEMENT PLANS J� o w a ci W a C3 o � m `" a ~ " Oo \ 06 6' a 3 x °' o N W IW JF J� x� �JJ Z L5 NJ r7_j mM o J J wo II OO wC3 QC3 of m_i _ FD- K.C.S.KCSCONC. MON. I > o N Q W a w o w v m ci J � ,.,) o �y„p o w J z c3 v Q Oo > m (D > cn ^ J Q J U Z% R' U W I EX. HANDICAP DOWN 24" FOR WITNESS I M �, o 00 o uo J ,r, Q I- ,� \o �,; a v x v J a �" wo 'n \Q W ao JQ w 3 + z >N c`) RAMPS z+ w w w w 6' > co w o u' Q m 0 w `a wo w r J M<^ z a' _> 0 0 0 o m °N° o \ CORNER 40' NORTH OF N Of Z+ Of z N p M o co o °p 0 0 0 o u') a w N o a I j S.W. COR. SEC. 34, 30/27 I / z z UJ W 3 M o p o Q - w � O z o ,n co z o I N + M u) co O O W > �- p rrj Q W+ W+ OO u W O EX R W CD F Q z z z z � W z a+ w w, i 3 0+ 3+ �D W+ Z - N N I� + J+ PER R/S BK. 15, PG- 178 w w CD U Q cD c -D a 21 Z = F Z z 3 z^ W rn w rn w N z_ z_ w ca " � --�-- mm cn ww wW V) o a z a - �EX. y - -- mrn mm cn _ U z� o z� Z5< c -d N ��' --- -- -m -- W t~n Zwla- ¢ H Z C-7 Q Z p Q Q 0 tr) \ MN M N QQ Q Q --- o / EX. CURB & GUTTER _- - --- - - - w m cn c�� V) W V) EXIST. DETAIL 39 TO REMAIN - M w z w 21 W N w N m N - - - - - - - _ _ _ _ EXIST. DETAIL 39 TO REMAIN �� w c~n -- RRA- -- - - -- -- _ - Wm cn w -- -- _ EX CURB do GUTTER X DLn ET 38A(T)iVEW DETAIL 38A(T - - - - - - - rn t 2 --EXIST. DETAIL 38 TO REMAIN - - f.,1lt _ 16 18 18 � - 17 20 REMOVE EXIST. DETAIL 22(T) , 18 TYP. ? a d -- --- _ yam•.- _.-__._ - - __-_ 1:1,/:,llrta,,.� w EXIST. DETAIL 39 TO REMAIN REMOVE EXIST. DETAIL 22(T) EX. MED N CURB ' EX. DETAIL 22(T) r/s+N .... - - • • • • • • _ j NEW DETAIL 37B NEW DETAIL 9 "" ��x-�rxr/rr/rrr rrrrfrrr'>rr�{�*** _ REMOVE EXIST. DETAIL 27B(T) NEW DETAIL 9 tr i r or r r r /-�-f/�;av r t-orf-t��-�r-trv-•ttty � trY ttr,�-rttt � � - - - _ EW DETAIL 22(T) ///� /riaa �r''frtr-raft rfimft - - - - - - - o� - REMOVE EXIST. DETAIL 276(T) -REMOVE EXIST. DETAIL 27B(T) �' NEW DETAIL 9 /��rr - tttttv-raattva tttttt�rar/rrrrtftaatta �ttrritatir/ar�rrata N00.25'2TE - - rrrr/------------------------- -- r NEW DETAIL 38 ttart+t rrr / �r/rr>r/r// - - O 80.0 ' N00'25'27"E 16+00 _ ----------------- 40-00' 1+ 157.81'-`; - - - - - - - - I y� - - - - - - - - - - - - - - - - - 485.83' - - - - 20+00 N00.25'27"E 1+ +00 - + '¢"� REMOVE EXIST. DETAIL 276 T 282'21 _ _ _ - - - - - - - - _ _ N�'25'27 150.60' 419.43' 12+00 - - - 14+00 ^ 15 00 - - 17+00 18+00 19+00 c - - EW DETAIL 278(T) - NEW DETAIL 24 -------- ---- ------------- --- �' � _' - - 16 NEW DETAIL 38 � � "' � o 16 16 ' 0. 1 sLn - - - - -NEW DETAIL 9 I .',-NEW DETAIL 9 19 I 19 DETAIL 39 00 M N NEW DETAIL 39 ASHE ROAD/ DETAIL 39 I p(. DETAIL 39 TO R IN II►1 ______---- - - 7 TRACT BOUNDARY I --- ----- -______________________---------------__-- DETAIL 38 I FL - -- -- -- -- -- -- -- -- -� R26(CA)/R81(CA) 634G5 ZR W R7-9 ,i R7-9 FL R7-9 / - _ FUTURE NEW EDGE OF PAVEMENT _ _ -_ _ _ _'V _ _ _ CURB & GUTTER SEE SHEET 13R P/L --- 634G4 R26(CA) LR/W 226(CA) i - R7-9 26(CA} EXISTIN' A. . /DIKE o 00 ; I - PROPOSED BL K WALL P/L o� • - EXISTING CAL -TRANS R/W PER LSEE WALL PL S FOR p �. D TAIL 38 DETAIL 38 TO REMAIN DOG 0205296026 O.R. ��I 1 \ oo N I ���I � DETAILS I I ,- �°� off' o``` 16 PER TR. 6757 !• ) PROPOSED BLOC WALL N J rn J I 1 I I � l I o I �( c3 0 0 0 1 I J o o �, �; ! 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TO 25+00.00 C.L.}, �' S 3 u mcn MV) mN / SCALE: 1" = 50' HORIZONTAL ♦� N N J p J n V O O vj Q M O n N w --i rn J M� J J U X ^ � J C3 W O V w ♦ / _ m _ ^ w W^ a M �� ON n0 V O00 O ^ O + 3+ w+ w n w Z 6Z re) Z n Q TRACT 6757 UNIT BOUNDARYI d ¢ d al EX. R/W 18 w VV)) W +I i / as dw STA. 26+40.28, C.L. EX. CURB &GUTTER at~n �V~i ¢cn -- -- -- -- -- - -- -- - - FA -- - - -- -- -- -- �y - .- - _ - _ - EX. DETAIL 39 TO REMAIN - \---EX. DETAIL 39 TO REMAIN REMOVE EXIST. DETAIL 22(T) N ,n >./ _ {# X-t=F./V / / /41-f-1 f.. N NEW DETAIL 9 m ��- --------- - _ co - DETAIL DETAIL 38 PER TR- 6757 NEW D ------------ _ NOO'25 2 E - - - - - - - - - - - - - - - - - REMOVE EXIST. DETAIL 276(T) 33+00 34+00 a� - - - - - - - �y _.__ -- I _ _ 35+00 5 36+00 - 1- 1102.24' T f - - �Y _ . -- - - _ +00 27+00 _� - - - 28+00 - - 29+00 30+00 - - - -��- _ _ 31+00 32+00 - - - - I N �, - - - - - - - - - - DETAIL 38 PER TR. 6757 ------------- -1 N NEW DETAIL 38A(T) "NEW DETAIL 9 - - - - _ .. 1 TYP 18 TYP. I 22 �� NEW DETAIL 376 B N DETAIL 39 PER TR. 6757 I TYP. w.n _-DETAIL 39 RE TR. 6757 EXTEND DETAIL 38A(T) 18 �-- A _ ri ms■ Wr nrn Tn -- - - - -- -- - " 634G7 R7 11t - . 21- -- - �- - - _ ckf_ R26(CA) FUTURE S/W R26(CA) TYP. 23 I P I I i i 1 N J 21 -- -- -- \� N--- -- (FUTURE, I a N W ,� � \J Co LOT 1 �' o I I I o I / m o PORTION OF DETAIL - I� ao a d I� J to �Q�� BOJ o� I m �' / "'-I c3 z c3 38A(T) TO BE al-1� L.L.A. N0. 08-09b3 M FUTURE S/W rn J I I j I J I r I , I :ZF a; Q C RELOCATED �' z� PER CERTIFICATE QW ,� J Cj I cnQ U I `l� I I wo o v a) ao0 oo OF COMPLIANCE FILED AF ~J N a� I I I �� I Ur' 6 - / mow+ 0o+ oaaf mom X23 3 � Tn o ���� o3, � HIT �� W z M "N) W o + DOC. N0. 0209001613, 0. z� M 1 3^ Il V zz z n (NOT A PART) w+ Lj oc�d C5 zo �M ood Z to N Z W F- W O0 Z Z t - N ZZ HER AD Wmcn m�� ooQQ Wwln 04 rn d- I ao p� ^ v / �r o o I 00 a U i U =<v� O� pc"/\� // to o r� ^� 00 I r, rn I oM ra-o �= (V ?���� MQJ QJ rIn 28 Q w+ I 3Lu ui 0+ �Q �� // Qor aoN �I� o 2 I 3 ZN 1 WN ���P / 5 W~N W~ W I z z ox w ox -- -- -� Li F_ I ZF / 3wM LLJ o m(n W V) Z=N Z=N w UNT WM cn WM cn 1 04 mJ N O ~J N N J O N O H N i[,��\p < wO U i X C.) Wp U w X p i J N W (0 to to ck� - w orwN oI- -- -- w -H m -H ` w +I I REMOVE EXIST. DETAIL 22(T) l DETAIL757 38 PER TR. 6 i-_ ---�_- REMOVE EXIST. DETAI 276(T) 37+00 --'=DETAIL 22 PER TR- 6757 39+00 iF- - - - ----- - + - - -�- 38+00 40+00 Z 0 U w En of Z MCKEE ROAD no DETAIL 27B PER TR. 6757 oo- ujuj �w N V FD. K.C.S. 2" BRASS CAP _ - DOWN 24" FOR W 1/4 COR. JJ SEC. 34, 30/27 PER R/S C3U _o BK. 15, PG. 178 �o Ooo ++ i M I �1_Q zw� AS WLanV) �/ `� v rn w m ui M cn (STA. 25+00.00 C.L. TO 36+38.11 C.L.) SCALE: 1" = 50' HORIZONTAL STRIPING LEGEND: NOTES: ADDITIONAL CONSTRUCTION NOTES: EASEMENT LEGEND: \ - - - - - - - - RIGHT OF WAY fid, CAL -TRANS TYPE VII ARROW * SEE CALTRANS TRAFFIC MANUAL FOR DETAILS 16 NEW PAVEMENT MARKING - SEE LEGEND. ❑ CALTRANS RIGHT-OF-WAY PER RECORD Or 1 LEFT OR RIGHT AS APPLICABLE * ALL PERMANENT STRIPING & PAVEMENT MARKINGS SURVEY NO. 3123 IN BOOK 26 OF RECORD �7 PAINT NOSE OF NEW A.C. DIKE WITH SOLID. OF SURVEYS AT PAGE 123. �� " - - - - - - - - - - - - EDGE OF PAVEMENT TO BE THERMOPLASTIC PAINT PERSTOPMARKING PER CAL -TRANS STANDARDS STANDARD SPECIFICATION ON SECTIONON 84, " 84, NS YELLOW. 2 ❑ EXISTING CAL -TRANS R/W PER DOC. N0. FUTURE MEDIAN 18 EXISTING STRIPINGS AND MARKINGS TO REMAIN. 0205296026 O.R. CUF CURVE RADIUS 1 90.00' NOTE- "W73A" - RIGHT LANE TURNS RIGHT SIGN NUMBERS ARE FEDERAL CODES ENGINEER/DESIGN ENGINEER. QQ FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. "W14-2" - NO OUTLET UNLESS OTHERWISE INDICATED BY O TAPER NUMBER FOR TAPER DESCRIPTION INSTALL W-31 (CA) SIGN WITH OM4-3 MARKER AT UNIT BOUNDPpY "W1-7" - DOUBLE ARROW (CA). (CA) INDICATES CALIFORNIA OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED AT THE SAM EXISTING SURVEY MONUMENT "W1-6" -SINGLE ARROW CODES. Q ® ITEM OF WORK -SEE SCHEDULE TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJA "Wt -1" -CURVE ARROW 1 FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. "W3-3" - SIGNAL AHEAD ® EASEMENT DESCRIPTION UNIT. ���-- _+_� CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS O PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER FURNISH &INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1- -- o STORM DRAIN -REFER TO SEWER &STORM DRAIN PLANS Sr EE DETAILS ON PER C.O.B. STD- ST -4. (UNLESS OTHERWISE NOTED) CALTRANS STANDARD SPECIFICATION 8010-21C-19. FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. 0 STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS SHEET 12R. CALTRANS TYPE IV ARROW, LEFT OR RIGHT �� OS CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 A5 APPLICABLE, TO BE PAINTED - - FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. DET- ST -14. `�' CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. AS APPLICABLE, TYPE I ARROW O RELOCATE EXISTING POLES BEHIND THE CURB, GUTTER & SIDEIN s AS DIRECTED BY THE ENGINEER. SEWER -REFER TO SEWER &STORM DRAIN PLANS AS APPLICABLE, TO BE PAINTED SECTION DESIGNATION: 1Q REMOVE AND DISPOSE OF EXISTING A.C. PAVEMENT. SECTION LETTER ® SEWER MANHOLE - REFER TO SEWER & STORM DRAIN PLANS. NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT PAINT DETAIL 22 (DOUBLE -YELLOW) STRIPING USING PAINT PER `_ _ _ _ ,4 C 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. 2 - - - - - - - - - TRACT BOUNDARY INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN SHEET WHERE SECTION IS SHOWN 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.CONSTRUCT TYPE "M' MEDIAN CURB WITH 10" REVEAL 13 PER C.O.B. STD. ST -2. 06 -05 -If UwLT Z oNLi RD DRAWING z�, / REVISIO' APPROVED --BY: ER A. AOSHa ! 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 a O Z 00 U of d - z OLL_ I Q J J Q W U 0000 W co O L� c0 N tY W Y Q M a Cl }_=____ BIKE LANE MARKING CURRENT EDITION. co 6 a a M J V) J V) telt-iii BIKE LANE MARKINGS PER CAL -TRANS STANDARDS J V) * ALL EMPSOHRAR STRIPINGMARKING(SSPDESIGNATED A DT �g NEW MEDIAN CURB - SEE SHEET 13R. LLI oC H 0) O O EXISTING MARKINGS TH PE v � Q Lu H Lu 1 Z U �J CAL -TRANS TYPE IV ARROW 11///////1/1 EXISTING STRIPE REMOVAL WATERBOURNE PAINT. ALL OTHER STRIPING AND 20 NEW A.C. DIKE - SEE SHEET 13R. Goo Go LEFT OR RIGHT AS APPLICABLE 0 MARKING SHALL BE THERMOPLASTIC PER CALTRANS W W U CAL -TRANS TYPE I( 10) ARROW STANDARD SPECIFICATION ON SECTION 84, 21 FURNISH AND INSTALL TRAFFIC SIGN o z 0 0 w CURRENT EDITION. * ® MEDIAN CURB PER TRACT 6757 J 0 Q O i 0 > C, ,� CAL -TRANS TYPE VI ARROW PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE PROJECT w w w m Of Of SHALL VERIFY THAT CONDITIONS REMAIN THE SAME AS 23 TRAFFIC SIGN PER TR- 6757. SHOWN IN THE APPROVED PLANS. SHOULD CONDITIONS BE Z�auw:z TO ATHE CITY FEVIRSAPPROVED IAL GOP DAYS PRIORLAN SHALL BTOSPAVING. UBMITTED ® REMOVE ALL EXISTING GORE STRIPING IN THIS LANE. O w af v v e o LEGEND: LEGEND: (CONT.) LEGEND: (CONT.) CONSTRUCTION NOTES: NOTES: cDw==V)M Z W U U- . M W O CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN ABBREVIATIONSR1 - - - - - PROPOSED SAWCUT LIMIT LINE �NNM�jZ F. L. FLOWLINE P.O. V. C. POINT ON VERTICAL CURVE i FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: O2 CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 PLANS AND DETAILS. C.L. CENTERLINE B.V.C. BEGIN VERTICAL CURVE "Rt -1" - STOP "W3-1" - STOP AHEAD -- - 0] FURNISH &INSTALL TRAFFIC SIGNAL CONDUIT d C L 2• LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER ELEV. ELEVATION E.V.C. END VERTICAL CURVE "R3-7" - RIGHT LANE MUST "S5-2" - END SCHOOL ZONE rz FURNISH & INSTALL IRRIGATION CONDUIT CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL 0.40' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE B.C.R. BEGIN CURB RETURN P. 1. POINT OF INTERSECTION TURN RIGHT "S4-2" -WHEN CHILDREN ARE PRESENT O UNITS STANDARD PLAN RSP A88A CASE A. COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. E.C.R. END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE "R26(CA)" - NO PARKING "S4-3" - SCHOOL - Ic - FURNISH & INSTALL INTERCONNECT CONDUIT CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. IY(= "A" B. C. BEGIN CURVE PCC POINT OF COMPOUND CURVATURE "R3 -5R" - RIGHT TURN ONLY "R2-1" - SPEED LIMIT 20 TR3 T 5 � T s � FURNISH &INSTALL SPLICE BOX FOR INTERCONNECT O Lf) W V) 3. ALL CATCH BASINS TO BE TYPE WITH 3.5' OPENINGS E.C. END CURVE TC TOP OF CURB "R4-7" -KEEP RIGHT - "R7-9" - NO PARKING/BIKE LANE /B - >> - S COMPACT SUBGRADE TO 95� OF MAX. TO 12 BEYOND PER C.O.B. STD. S-12, UNLESS NOTED OTHERWISE. P. 1. V. C. POINT OF INTERSECTION T.P. TOP OF PAVEMENT "R81(CA)" - BIKE LANE "R7-9" - NO PARKING/BIKE LANE W OfwM TR3=N0. 3 1/2 SIZE TRS=NO. 5 SIZE TR6=N0. 6 SIZE W GUTTER LIP TO A DEPTH OF 12 . OF VERTICAL CURVE F C FINISH CONCRETE "w31(cA)" - END W/OMA-3 MARKER ® 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. NOTE- "W73A" - RIGHT LANE TURNS RIGHT SIGN NUMBERS ARE FEDERAL CODES ENGINEER/DESIGN ENGINEER. QQ FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. "W14-2" - NO OUTLET UNLESS OTHERWISE INDICATED BY O TAPER NUMBER FOR TAPER DESCRIPTION INSTALL W-31 (CA) SIGN WITH OM4-3 MARKER AT UNIT BOUNDPpY "W1-7" - DOUBLE ARROW (CA). (CA) INDICATES CALIFORNIA OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED AT THE SAM EXISTING SURVEY MONUMENT "W1-6" -SINGLE ARROW CODES. Q ® ITEM OF WORK -SEE SCHEDULE TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJA "Wt -1" -CURVE ARROW 1 FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. "W3-3" - SIGNAL AHEAD ® EASEMENT DESCRIPTION UNIT. ���-- _+_� CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS O PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER FURNISH &INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1- -- o STORM DRAIN -REFER TO SEWER &STORM DRAIN PLANS Sr EE DETAILS ON PER C.O.B. STD- ST -4. (UNLESS OTHERWISE NOTED) CALTRANS STANDARD SPECIFICATION 8010-21C-19. FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. 0 STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS SHEET 12R. CALTRANS TYPE IV ARROW, LEFT OR RIGHT �� OS CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 A5 APPLICABLE, TO BE PAINTED - - FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. DET- ST -14. `�' CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. AS APPLICABLE, TYPE I ARROW O RELOCATE EXISTING POLES BEHIND THE CURB, GUTTER & SIDEIN s AS DIRECTED BY THE ENGINEER. SEWER -REFER TO SEWER &STORM DRAIN PLANS AS APPLICABLE, TO BE PAINTED SECTION DESIGNATION: 1Q REMOVE AND DISPOSE OF EXISTING A.C. PAVEMENT. SECTION LETTER ® SEWER MANHOLE - REFER TO SEWER & STORM DRAIN PLANS. NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT PAINT DETAIL 22 (DOUBLE -YELLOW) STRIPING USING PAINT PER `_ _ _ _ ,4 C 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. 2 - - - - - - - - - TRACT BOUNDARY INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN SHEET WHERE SECTION IS SHOWN 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.CONSTRUCT TYPE "M' MEDIAN CURB WITH 10" REVEAL 13 PER C.O.B. STD. ST -2. 06 -05 -If UwLT Z oNLi RD DRAWING z�, / REVISIO' APPROVED --BY: ER A. AOSHa ! DATE R.C.E. 33322 EXP. 06/30/16 REVISION APPROVED BY: MARIAN SHAW C.E. 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