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Home My WebLink About1.1-6758 Unit 1 Record DrawingstM RR I A.C. PAVING TESTING NOTES. SHEET MOTES 8. SP7 -39.01 1. ALL IMPROVEMENTS- SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS AND 10. 7 -1. ASPHALT CONCRETE. Asphalt concrete shall be Type A (modified) . for all 11. SPECIFICATIONS OF THE CITY OF BAKERSFIELD. 12. 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 14. th -e provisions in Section 39, "Asphalt Concrete," of the Standard Specifications and these SUBGRADE PREPARATION OF THESE PLANS: 9337 special provisions. 11753 ST -1 ST -3 ST -4, ST -6, ST -7, ST -9, ST -10 6040 4602 CURB AND GUTTER ST -11, ST -13, ST -18, D -14, D -169 T -1 4166 Prior to the addition of asphalt binder, the combined mineral aggregate for Type A 3. REFER TO INDIVIDUAL STREET SECTION FOR PAVEMENT SECTION. 901 (modified) or Type B (modified) asphalt concrete shall conform to the requirements of SIDEWALK SQFT 12240 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 4436 80252 DRIVEWAY BAKERSFIELD STD. DWG. ST -13. 5160 Asphalt binder for Type A (modified) asphalt concrete shall be AR -8000 viscosity graded 6480 TO BE INSTALLED - asphalt, unless otherwise directed by the Engineer. Asphalt binder for Type B (modified) HANDICAP RAMPS @ EXISTING 2419 asphalt concrete shall be AR -4000 viscosity graded asphalt, unless otherwise directed by the 2992 1256 - Engineer. The asphalt binder shall conform to the requirements in the table for 5• INSTALL TRAFFIC CONTROL SIGNS - "Steam- Refined Paving Asphalts," in Section 92 -1.02, "Grades," of the Standard 1 INSTALL STANDARD STREET NAME SIGNS PER C.O.B. STD. T -1 1 Specifications., STANDARD STREET NAME SIGNS INSTALL METRE} SIZE STREET NAME SIGNS PER C.O.B. STD. T -1 13 10 14 -o-- INSTALL STANDARD STREET LIGHTS, 5800 LUMEN H.P.S.V. - • When directed by the City Engineer, aggregate conforming to any of the grading STOP SIGNS -ED INSTALL STANDARD STREET LIGHTS, 9500 LUMEN H.P.S.V. - requirements in Section 39- 2.02, Aggregate ", of the Standard Specifications shall be used - 1 - to surface intersections, tapers, and other areas where thin layers of asphalt concrete are 5800 LUMEN STREET LIGHTS EA 6 being constructed. 6. INSTALL TYPE "B" CURB AND GUTTER, PER C.O.B. STANDARDS, ON ALL - 31 9500 LUMEN STREET LIGHTS STREETS UNLESS OTHERWISE NOTED. - The amount of asphalt binder to be mixed with the mineral aggregate shall be determined by 2 - - the Contractor in accordance with California Test Method 367 using samples of materials 7. INSTALL 4.5' SIDEWALK ON ALL STREETS UNLESS OTHERWISE NOTED. 8 proposed for use in the work. The amount of asphalt binder shall be approved by the 16 9 - Engineer. 8. SEWER LATERAL LOCATIONS TO BE STAMPED ( S ) INTO THE CURB FACE OVER 72 72 961 EACH SEWER LATERAL.. 282 ' r t the start of work the Contractor shall submit the following for the At least 14 days prior o g 12' WIDE CROSS GUTTER SQFT - engineer's review and approval: 9. INSTALL ADDITIONAL # 3 -1/2 PULL BOX FOR STREET LIGHTS AT P.G.& E. - 1495 < SERVICE POINT. ALL PULL BOXES TO BE INSTALLED ON A GRAVEL BED A I a. A list of aggregate and asphalt sources. MINIMUM OF 6" THICK. I ' verifying that the aggregates to be into orated in the work conform b. Documentation incorporated 10. INSTALL HANDICAP RAMPS PER CALTRANS 2002 REVISED DUAL UNITS 2389 to the requirements of Section 39 -2.02, "Aggregate," of the Standard 3003 STANDARD PLAN RSP A88A CASE A. - Specifications and these special provisions. Material sieve analysis and sand 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. - results should not be older than one (1) year. ARTERIAL ri, LENGTH LF J - - 12. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED AT LEAST 2 WORKING - ' e with California Test 367. C. An asphalt concrete mix design determined in accordant DAYS PRIOR TO CONSTRUCTION. 1 -800- 227 -2600. Laboratory test results on which the design is based shall be submitted with the mix design along with the theoretical maximum density of the design mixture as 13. WARNING /REGULATORY SIGNS: SIGN PANELS SHALL BE MOUNTED ON POSTS determined b ASTM D2041. The asphalt concrete mix shall meet the requirements y P q WITH HAWKINS M2G SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR of Section 39 -2.02, Aggregate, of the Standard Specifications and these special EQUAL. ROADSIDE SIGNS INSTALLED PER STD. T -19 SHALL BE LOCATED WITHIN M provisions. If the data submitted shows that the materials are substantially the some SIDEWALK 6"" FROM LACK. as when the design was prepared, the design may be up to three (3) years old. The ' a 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 0� PUBLIC WORKS DEPT. FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED Where new asphalt concrete pavement is to conform to existing paved surfaces, the existing STREET RIGHT-OF-WAY. UNLESS SECURED. BY A SUBDIVISION AGREEMENT, � pavement shall be sow cut. P SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK r ' n be required on non-paved areas to be surfaced prior to the placement A prime coat will of q p P P PERFORMED WITHIN THE RIGHT -OF -WAY AND INSURANCE SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. of asphalt however, all other requirements of Section 39 -4.01, "Sub rode," of the Standard � q 9 •p Specifications shall be met. P 15. AGGREGATE BASE, AGGREGATE BASE MATERIAL FOR ARTERIAL &COLLECTOR . The area to which paint binder has been applied shall be closed to public traffic. Care shall ROADWAYS SHALL MEET THE SPECIFICATIONS FOR GLASS 2 AGGREGATE BASE (CL 2 AB) CONFORMING TO SECTION 26 OF THE STATE STANDARD SPECIFICATIONS, l surface beyond the onto the existing pavement su e trockin b ender material o 0 be token to avoid g p � LATEST EDITION, HOWEVER, NO RECYCLED OR RECLAIMED MATERIAL W!LL BE limits of construction. ALLOWED. BASE MATERIAL IN LOCAL ROADS SHALL BE EITHER CL 2 AB OR I r Paving oints shall match stripe locations unless otherwise permitted by the Engineer. g 1 P CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200 -2.4 OF "QREENBOOK 1 THE . l ' shoulders shall be surfaced as directed b the Engineer. Additional Intersections and tapered s y g 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 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 smooth tapered connections. CONSTRUCTION AND THESE DETAILED SPECIFICATIONS. AGGREGATE BASE SHALL-BE GRADED TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95% The field density of compacted asphalt concrete shall be determined by: OF THE MAXIMUM DRY DENSITY IN ACCORDANCE NTH ASTM D -1557. �r A a. A properly calibrated nuclear asphalt testing device in the field, or 16. SUBGRADE PREPARATION: THE CONTRACTOR SHALL FINE GRADE AND COMPACT i , STREET SUBGRADE iN ACCORDANCE WITH THE CONTRACT PLANS, CITY w b. ASTM D1188 when slabs or cores are taken for laboratory testing. Zinc stearate may REQUIREMENTS AND STANDARD SPECIFICATIONS. SUBGRADE SHALL BE GRADED j be substituted with paraffin. TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D -1557. F. In case of dispute, method b above shall be used. ( 17. DUST CONTROL Where compacted thickness of a layer of asphalt concrete is 0.15 foot or less, paving oCN CONTRACTOR SHALL OBTAIN A COPY OF THE DUST CONTROL PLAN (DCP) .the operations shalt be conducted in such a manner that, at the end of each work shift, the P 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 SITE AT ALL TIMES. FOR THE DURATION OF CONTRACTOR'S OCCUPANCY than that which can be surfaced during the following shift of normal paving operations. Additional asphalt concrete shall be placed along the transverse CIO OF THE SITE, CONTRACTOR IS REQUIRED TO COMPLY WITH THE . drop -offs on each lone. 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 F other approved bond breaker, be laced under conforms to facilitate the removal of the PP may P conform* s when paving operations resume. CONTRACTOR SHALL OBTAIN A COPY OF THE STORM WATER POLLUTION UJ PREVENTION PLAN (SWPPP) FOR THIS PROJECT FROM THE DEVELOPER, 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 operations shall be conducted in such a manner that the layer of asphalt concrete is placed W OF CONTRACTOR'S OCCUPANCY OF THE SITE, CONTRACTOR IS REQUIRED W on all contiguous lanes of the traveled way before the [ones are opened to public traffic. At TO COMPLY W1TH THE PROVISIONS OF SAID PLAN. the end of each work shift, the distance between the ends of a layer of asphalt concrete on , of. 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 be hand to farm LOCATIONS OF THE REQUIRED TESTS SHALL BE DETERMINED BY THE ENGINEER. adjacent lanes. Such additional asphalt concrete shall raked and compacted C) CD ,S 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 ac°vc 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 CO OF TRAFFIC CONTROL FOR CONSTRUCTION AND MAINTENANCE WORK ZONES" density as determined by ASTM D- 21341. 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 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. both, if needed, need adjustment. Asphalt concrete spreading operations shall not continue until the Contractor has notified the City Engineer of the that be in to the If any successive BENCH A adjustment will made order meet required compaction. test after notice is given does not meet the specified range, the asphalt concrete represented by that lot shall be removed and replaced with material that meets the in -place BENCH MARK DISK STAMPED - Q 1157 RESET 1969 . density requirements. AT OLD RIVER, AT THE JUNCTION OF STATE HIGHWAY 119 AND OLD RIVER 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 CULVERT B 11.44 OVER STINE CANAL, 19 1/2 either less than 90% or more . than 967% the asphalt concrete represented by that lot OF TRIPLE CONCRETE BOX FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 50 FEET WEST OF THE shall be removed and replaced with material that does meet the in- place density 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. ELEVATION = 343.30 (U.S.G.S. DATUM NAVD 88) If the finished surface of the asphalt concrete does not meet the specified surface ' ' ' ' BASIS OF BEARING: • r• in with tolerances, it shall be brought within tolerance by either. (1 } abrasive grinding g equipment utilizing diamond blades, (2) removal and replacement, or (3) placement of an asphalt concrete overlay. The method will be selected by the Engineer. The corrective work THE BEARING OF N89'04'33 "W, FOR THE SOUTH LINE OF THE shall be at the Contractor's expense. SOUTHWEST 1/4 OF SECTION 34, T.30 S., R.27 E. M.D.M. AS SHOWN ON FILED MAP NO. 7 -1 BK. fi, PG. 27, WAS USED AS If abrasive grinding is used to bring the finished surface to specified surface tolerances. THE BASIS OF BEARINGS HEREON. additional grinding shall be performed, as necessary, to enlarge the grinding area so that the longitudinal limits of grinding are at a constant offset from, and are parallel to, the nearest lane line or pavement edge, and the transverse limits of grinding are normal to the pavement centerline. All ground areas shall be neat rectangul -or areas of uniform surface appearance. Abrasive grinding shall conform to the requirements in the first paragraph and the last four .paragraphs of Section 42- 2.02, "Construction" of the Standard Specifications. A fog seal coat shall be applied to all finished asphalt surfaces at the Contractor's expense. The fog seal coat shat{ be either rejuvenating agent or asphaltic emulsion as directed by the Engineer. DIG ALERT Call: TOLL FREE 1- 800 - 227 -2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 1� � /1'*"�CENTERUNE STORM BRAIN CITY OF BAKERSFIELD KERN COUNTY CALIFORNIA STREET CONSTRUCTION PLANS HEET 1. 2. 3. 4.0 5. 6. 7. LIP CURB AND GUTTER �.... : ..... • am& s • ... . 000M rt ■ !-•. t /ti ■ . . ! rt API . T1 A"% l 1 . T i"\ 1 1 rm% rm% r'1 r- Tt 1 r-% .L I SEPERATE SET OF PLANS TRACT 6758 UNITS 1 -4 INDEX OF SHEETS TITLE SHEET COVER SHEET 8. CAPE COD AVENUE 90 CAPE COD AVENUE & WELLFLEET DRIVE 10. HATHAWAY AVENUE 11. HATHAWAY AVENUE & HATCHVILLE AVENUE 12. PROVINCETOWN AVENUE 13. WAREHAM DRIVE 14. 7 4 • • 2 1 Ili 14 1 16 M a - - -I O DENOTES SHEET NUMBER KEY MAP ALL PHASES IN THIS PROJECT SHALL BE CONSTRUCTED SIMULTANEOUSLY. SCALE: 1"=200 11TLF ASHINTULLY AVENUE, BOUNTY LANE &CABOT WAY CALYPSO WAY, COASTAL LANE & SURFSIDE STREET NARRAGANSETT PLACE Qc PILGRIM HEIGHTS DRIVE MIKASA LANE & TONSET STREET PHILBIN STREET ASHE ROAD STREET PLAN ASHE ROAD STRIPING PLAN PACHEICO ROAD Da FAIRVIEW 19 Zp �S D 22 23 3T0 � R2FE 24 19 30 � 29 28 0 27 IQ Q 28 � 25 30 M_cCUTCHEN ROAD � � HOSKING 0 I -f- 31 °a 33 = 34 35 36 37 cn McKEE ROAD Gg�j; TA a HWY. PUMPKIN X � U�4 �� CENTER 6 � W PROJECT CURNOW Q o X711 Go g z 1 0 8 � ❑ 10 F: 11 171 fl 16 TJIS R27E r--� r--� 15 14 13 � 18 VICINITY MAP. NO SCALE LIST OF MATERIALS 0 N S I T E OFFS IT ITEM UNIT UNIT 1 UNIT 2 UNIT 3 UNIT 4 (AS'' E� TOTAL A.C. PAVING TONS 1218 1529 1534 939 1774 6994 AGG. BASE CUYD 1245 1562 1567 959 805 6138 SUBGRADE PREPARATION SQYD 9337 11716 11753 7196 6040 4602 CURB AND GUTTER LF 4166 5494 5343 3118 901 19022 SIDEWALK SQFT 12240 16505 16525 .9024 4436 80252 DRIVEWAY SQFT 5160 7560 6480 4680 - 23880 HANDICAP RAMPS SQFT 2419 1987 2992 1256 - 8654 METRO STREET SIGN EA - - 1 - 1 2 STANDARD STREET NAME SIGNS EA 13 10 14 6 - 43 STOP SIGNS EA - - - 1 - 1 5800 LUMEN STREET LIGHTS EA 6 8 10 7 - 31 9500 LUMEN STREET LIGHTS EA - - 2 - - 2 MONUMENT ENCASEMENTS EA 8 5 16 9 - 38 SAW CUT CF 72 72 961 - 282 1387 12' WIDE CROSS GUTTER SQFT - - 1495 - - 1495 < LOCAL STREET LENGTH LF 2389 2990 3003 1498 - 9880 COLLECTOR LENGTH LF - - - - - - ARTERIAL ri, LENGTH LF J - - 111 905 - - 905 NOTE: 1. A PRE- C-ONSTRUC11ON WILL BE REQUIRED' FOR_, T441S PROJECT. CONTACT THE CONSTRUCTION DIVISION- AT (66-1)- 326 -3106 OR (6 61 326- -3049 AT LEAST 10 WORKING DAYS PRIOR TO,THE DESIRED START OF CONSTRUCTION TO SET UP AN APPOINTMENT FOR THE PRE - CONSTRUCTION CONFERENCE. 29 PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 48 HOURS N 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 LEGEND. BELIEF COMPLY WITH CiTY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. ABBREVIATIONS - - D STORM DRAIN - REFER TO SEWER & FL FLOWLINE POVC POINT ON VERTICAL CURVE STORM DRAIN PLANS { AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON CL CENTERLINE BVC BEGIN VERTICAL CURVE 0 STORM DRAIN MANHOLE - REFER TO SEVER & THESE PLANS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF ELEV ELEVATION EVC END VERTICAL CURVE STORM DRAIN PLANS THOSE ORDINANCES, STANDARDS AND DESIGN I TER! A SHALL BE BCR BEAN CURB RETURN PI POINT OF INTERSECTION � CATCH BASIN -REFER T4 SEWER & CO DURING RUCTION. ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE STORM DRAIN PLANS ---- . S SEWER - REFER TO SEWER & STORM BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE DRAIN PLANS ` c EC END CURVE TC TOP OF CURB SEDER MANHOLE - REFER TO SEDER & PI VC POINT OF INTERSECTION TP TOP OF PAVEMENT STORM DRAIN PLANS _ -� OF VERTICAL CURVE FC FINISH CONCRETE SEWER CLEANOUT - REFER TO SEWER & 2 3 GB GRADE BREAK R /VI! RIGHT-OF-WAY STORM DRAIN PLANS APP ED BY: RO A. MCiNTOSH R.C.E. 33322 DATE TRACT BOUNDARY EXP. 6- 30--08 FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. S -29. .,� .. ,... PHASE LINE @ EXISTING SURVEY MONUMENT rs FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT FURNISH & INSTALL STREET SIGN PER C.O.B. STD. S -40. IR FURNISH & INSTALL IRRIGATION CONDUIT FURNISH & INSTALL METRO STREET SiGN PER C.O.B. STD. S -40. is FURNISH & INSTALL INTERCONNECT CONDUIT APPROVED BY: R UL M. R OJA S PUBLIC WORKS DIRECTOR DATE - T -14 - .-��3 �5 �5 R.C.E. 39880 EXP. 12- 31 -t}7 --�- FURNISH &INSTALL STREET LIGHT 5800 LUMEN PER C.O.B. STD. S FURNISH & !N TALL SPLICE BOX FOR INTERCONNECT TR3 =N0. 3 1 2 SIZE TRS =NO. 5 SIZE TR6 -NO. 6 SIZE -E�) FURNISH & INSTALL STREET LiGHT -9500 LUMEN PER C.O.B. STD. ST -14 1 CURVE NUMBER FOR CURVE DESCRIPTION G a. R1 -1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T 19. _ � ITEM OF WORK SEE SCHEDULE "W3-1*- REVIEWED BY: R1 -1 - STOP STOP AHEAD " R6 -1 ONE WAY 55 -2 -END SCHOOL ZONE SECTION QM GNATION: .� ASSISTANT PUBLIC WORKS D I R E C TO � "135 -1" - DO NOT ENTER "S4 -2" - i1-.EN CHILDREN ARE PRESENT SECTItIN , t .£ J_ " !! R26(CAY - NO PARKING S4 -3 " - SCHOOL © r, 1, R3 -5R - RIGHT TURN ONLY R2 -1 - SPEED LIMIT 20 "R4 -7" - KEEP RIGHT 2 "R81 CA " - BIKE LANE i SHEET WHERE SECTION IS SHOWN AW ( z W31(CA)" -END W`/OM4 -3 MARKER NOTE: REVIEWED BY: *W14 -1 » - DEAD END SIGN NUMBERS ARE FEDERAL CODES TRAFFIC E GI N E Q -� "` !q - NO OUTLET % W14 2 UNLESS OTHERWISE INDICATED BY "W1 -7" - DOUBLE ARROW (CA). (CA) INDICATES CALIFORNIA "W1 -6" - SINGLE ARROW CODES. "W1 -1" - CURVE ARROW 1 "W3-3* - SIGN AL AHEAD A: yy + IFed&tA <v" I Fip ;$t /Vm r T�f # YSF' Q m I (n i J Cn I (n > C5 THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND LEGEND. BELIEF COMPLY WITH CiTY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. ABBREVIATIONS - - D STORM DRAIN - REFER TO SEWER & FL FLOWLINE POVC POINT ON VERTICAL CURVE STORM DRAIN PLANS { AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON CL CENTERLINE BVC BEGIN VERTICAL CURVE 0 STORM DRAIN MANHOLE - REFER TO SEVER & THESE PLANS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF ELEV ELEVATION EVC END VERTICAL CURVE STORM DRAIN PLANS THOSE ORDINANCES, STANDARDS AND DESIGN I TER! A SHALL BE BCR BEAN CURB RETURN PI POINT OF INTERSECTION � CATCH BASIN -REFER T4 SEWER & CO DURING RUCTION. ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE STORM DRAIN PLANS ---- . S SEWER - REFER TO SEWER & STORM BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE DRAIN PLANS ` c EC END CURVE TC TOP OF CURB SEDER MANHOLE - REFER TO SEDER & PI VC POINT OF INTERSECTION TP TOP OF PAVEMENT STORM DRAIN PLANS _ -� OF VERTICAL CURVE FC FINISH CONCRETE SEWER CLEANOUT - REFER TO SEWER & 2 3 GB GRADE BREAK R /VI! RIGHT-OF-WAY STORM DRAIN PLANS APP ED BY: RO A. MCiNTOSH R.C.E. 33322 DATE TRACT BOUNDARY EXP. 6- 30--08 FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. S -29. .,� .. ,... PHASE LINE @ EXISTING SURVEY MONUMENT rs FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT FURNISH & INSTALL STREET SIGN PER C.O.B. STD. S -40. IR FURNISH & INSTALL IRRIGATION CONDUIT FURNISH & INSTALL METRO STREET SiGN PER C.O.B. STD. S -40. is FURNISH & INSTALL INTERCONNECT CONDUIT APPROVED BY: R UL M. R OJA S PUBLIC WORKS DIRECTOR DATE - T -14 - .-��3 �5 �5 R.C.E. 39880 EXP. 12- 31 -t}7 --�- FURNISH &INSTALL STREET LIGHT 5800 LUMEN PER C.O.B. STD. S FURNISH & !N TALL SPLICE BOX FOR INTERCONNECT TR3 =N0. 3 1 2 SIZE TRS =NO. 5 SIZE TR6 -NO. 6 SIZE -E�) FURNISH & INSTALL STREET LiGHT -9500 LUMEN PER C.O.B. STD. ST -14 1 CURVE NUMBER FOR CURVE DESCRIPTION G a. R1 -1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T 19. _ � ITEM OF WORK SEE SCHEDULE "W3-1*- REVIEWED BY: R1 -1 - STOP STOP AHEAD " R6 -1 ONE WAY 55 -2 -END SCHOOL ZONE SECTION QM GNATION: .� ASSISTANT PUBLIC WORKS D I R E C TO � "135 -1" - DO NOT ENTER "S4 -2" - i1-.EN CHILDREN ARE PRESENT SECTItIN , t .£ J_ " !! R26(CAY - NO PARKING S4 -3 " - SCHOOL © r, 1, R3 -5R - RIGHT TURN ONLY R2 -1 - SPEED LIMIT 20 "R4 -7" - KEEP RIGHT 2 "R81 CA " - BIKE LANE i SHEET WHERE SECTION IS SHOWN AW ( z W31(CA)" -END W`/OM4 -3 MARKER NOTE: REVIEWED BY: *W14 -1 » - DEAD END SIGN NUMBERS ARE FEDERAL CODES TRAFFIC E GI N E Q -� "` !q - NO OUTLET % W14 2 UNLESS OTHERWISE INDICATED BY "W1 -7" - DOUBLE ARROW (CA). (CA) INDICATES CALIFORNIA "W1 -6" - SINGLE ARROW CODES. "W1 -1" - CURVE ARROW 1 "W3-3* - SIGN AL AHEAD A: yy + IFed&tA <v" I Fip ;$t /Vm r T�f # YSF' Q m I (n J CIO J Cn I (n z W U, QWM:Z co W °M V U d U S ff? < c� `rte a F-- 9M Pr) W N W Z M a 0� cn w >Z15�,� . w !j�CL,0- LAJ a3 ( oCN (n CIO LU UJ LAI W W W of. nf� W C) CD ac°vc CO co ae^ "if \t `t MIN 5 7� l � Q � " '- • % ml it II I WELLFLEET DRIVE SEE SHEET 3 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 1 20.00' i 213.00' 90000'00" 2 20.04' 31.25' 19.84' 89'31'35" 3 ml it II I WELLFLEET DRIVE SEE SHEET 3 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 1 20.00' 31.42' 213.00' 90000'00" 2 20.04' 31.25' 19.84' 89'31'35" 3 20.00' 31.58' 24.17' 90'2825" LINE TABLE LINE LENGTH BEARING L1 47.070 S89 0247 "E 352 348 344 352 CL CATCH BASIN NO. 1 STA. 11 +88.04 C.L., 20.00RT.= STA. 11 +86.04, F.L. NORMAL F.L. ELEV. 344.78 DEPRESSED F.L. ELEV. 344.61 n nn nc=i� CAPE r_j0D AVENUE 50.00 FT. UNIT toa N z C4 l�i1 J � V U u- Z Ww L -� b pp U z V ♦VI w ly Lj O I L J O T � E.0V) cn1l DRAIN 24 0o L.! Ll SEINER GRIM HFJGkTS • +N DRIVE SEE SHEET 10 w Env) s W 3 w � J • J �/ j u- )0 C) dN �Q 0 D o z 00 U O d- z !i I Ld w m w � n J r VW(c) o N w W Q m N r%- O C7 4 ` �!- 04 0 0 Z I.I.► a Y m m e Y 4 W ": LEGEbID. ABBREVIA11ONS F.L. FLOWUNE P.O.V.C. POINT ON VERTICAL CURVE C.L. CENTERLINE B.V.C. BEGIN VERTICAL CURVE ELEV. ELEVATION E.V.C. END VERTICAL CURVE B.C.R. BEGIN CURB RETURN P.I. POINT OF INTERSECTION E.C.R. END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE B.C. BEGIN CURVE PCC POINT OF COMPOUND CURVATURE E.C. END CURVE TC TOP OF CURB P.I. V. C. POINT OF INTERSECTION T.P. TOP OF PAVEMENT OF VERTICAL CURVE F.C. FINISH CONCRETE Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. ��: �� EXISTING SURVEY MONUMENT FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T -1. FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T -1. -<>- FURNISH & INSTALL STREET UGHT -5800 LUMEN PER C.Q.B. STD. ST -14. -E)- FURNISH & INSTALL STREET UGHT -9500 LUMEN PER C.O.B. STD. DET. ST -14. LEGEND: (CQNT.) R1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: Ot "R1 -1" - STOP "W3 -1" - STOP AHEAD O A mom NS5-2" "R5 -1" - DO NOT ENTER S4 -2 - WHEN CHILDREN ARE PRESENT R26(CA }" - NO PARKING S4 -3 " - SCHOOL " " ci "R3 -5R" - RIGHT TURN ONLY "R2 -1" - SPEED LIMIT 20 "R4 -7" - KEEP RIGHT "R7 -9" - NO PARKING /BIKE LANE 0 "R81(CA)" - BIKE LANE 10W31(CA)" - END W /01014 -3 MARKER NOTE: f "W14 -1" - DEAD END SIGN NUMBERS ARE FEDERAL CODES "Wl4 -2" - NO OUTLET UNLESS OTHERWISE INDICATED BY "W1 -7" - DOUBLE ARROW (CA). (CA) INDICATES CALIFORNIA "W1 -6" - SINGLE ARROW CODES. N "W1 -1" - CURVE ARROW "W3 -3" - SIGNAL AHEAD - - D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS �} ": LEGEbID. ABBREVIA11ONS F.L. FLOWUNE P.O.V.C. POINT ON VERTICAL CURVE C.L. CENTERLINE B.V.C. BEGIN VERTICAL CURVE ELEV. ELEVATION E.V.C. END VERTICAL CURVE B.C.R. BEGIN CURB RETURN P.I. POINT OF INTERSECTION E.C.R. END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE B.C. BEGIN CURVE PCC POINT OF COMPOUND CURVATURE E.C. END CURVE TC TOP OF CURB P.I. V. C. POINT OF INTERSECTION T.P. TOP OF PAVEMENT OF VERTICAL CURVE F.C. FINISH CONCRETE Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. ��: �� EXISTING SURVEY MONUMENT FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T -1. FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T -1. -<>- FURNISH & INSTALL STREET UGHT -5800 LUMEN PER C.Q.B. STD. ST -14. -E)- FURNISH & INSTALL STREET UGHT -9500 LUMEN PER C.O.B. STD. DET. ST -14. LEGEND: (CQNT.) R1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: Ot "R1 -1" - STOP "W3 -1" - STOP AHEAD O "R6 -1" - ONE WAY - END SCHOOL ZONE mom NS5-2" "R5 -1" - DO NOT ENTER S4 -2 - WHEN CHILDREN ARE PRESENT R26(CA }" - NO PARKING S4 -3 " - SCHOOL " " ci "R3 -5R" - RIGHT TURN ONLY "R2 -1" - SPEED LIMIT 20 "R4 -7" - KEEP RIGHT "R7 -9" - NO PARKING /BIKE LANE 0 "R81(CA)" - BIKE LANE 10W31(CA)" - END W /01014 -3 MARKER NOTE: f "W14 -1" - DEAD END SIGN NUMBERS ARE FEDERAL CODES "Wl4 -2" - NO OUTLET UNLESS OTHERWISE INDICATED BY "W1 -7" - DOUBLE ARROW (CA). (CA) INDICATES CALIFORNIA "W1 -6" - SINGLE ARROW CODES. N "W1 -1" - CURVE ARROW "W3 -3" - SIGNAL AHEAD - - D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS �} STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. ---- -- • S SEWER - REFER TO SEWER & STORM DRAIN PLANS G SEWER MANHOLE - REFER TO SEWER & STORM DRAIN PLANS. 0 SEWER CLEANOUT - REFER TO SEWR & STORM DRAIN PLANS. m m + Wl m �=l = m TRACT BOUNDARY r= m m= m= m m= UNIT BOUNDARY LEGEND. 0.(co — — — — — — — — — — — — PROPOSED SAWCUT LIMIT LINE rs FURNISH do INSTALL TRAFFIC SIGNAL CONDUIT iR FURNISH do INSTALL IRRIGATION CONDUIT Ic FURNISH do INSTALL INTERCONNECT CONDUIT TR3 cgs TRs FURNISH &INSTALL SPLICE BOX FOR INTERCONNECT TR3 =N0. 3 1/2 SIZE TR5 =N0. 5 SIZE TR6 =N0. 6 SIZE Ot CURVE NUMBER FOR CURVE DESCRIPTION Ot TAPER NUMBER FOR TAPER DESCRIPTION O ITEM OF WORK -SEE SCHEDULE mom CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W /3' WINGS PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) ci CALTRANS TYPE IV ARROW, LEFT OR RIGHT AS APPLICABLE, TO BE PAINTED 0 CALTRANS TYPE I ARROW AS APPLICABLE, TO BE PAINTED f NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT STRIPING &PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION 8010- 21C -19. N ALL TEMPORARY STRIPING SHALL BE NON - THERMOPLASTIC. -Y A.C. PAVEMENT TO BE REMOVED AND DISPOSED. >. w CONSTRUMION N011ES. 0 1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 2 CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 CONSTRUCT HANDICAP RAMP PER CALTRANS 2:002 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 ". 5 SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER INSTALL W -31 (CA) SIGN WITH OM4 -3 MARKER AT UNIT BOUNDARY OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED AT THE SAME TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT UNIT. PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER 1 CALTRANS STANDARD SPECIFICATION 8010-21 C_-1 9. 8 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. 1} REMOVE AND DISPOSE OF EXISTING A.C. PAVEMENT. PAINT DETAIL 22 (DOUBLE — YELLOW) STRIPING USING PAINT PER 11 8010-21C-19. CALTRANS STANDARD SPECIFICATION INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN 1 A73C WITH W-31(CA) SIGN WITH OM4 -3 MARKER, BARRICADE IS TO GO FROM FLO WLI N E TO FLOWLI N E. CONSTRUCT TYPE "M' MEDIAN CURB WITH 10" REVEAL 13 PER C.O.B. STD. ST -2 REVISED 6-2-99). 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. SECTION DESIGNATION: SECTION LETTER A 2 SHEET WHERE SECTION IS SHOWN PROPOSED NORTH FLOWLINE 10-ael6**lcl �j OWL j 4, '�!:t?�. 4i},`o � � >aF 'Ira 4.M+ � ! � ,? , � . �+' .� •'S � w 0 1— (0 —1 (n U) U) U) 0 ci �-- 0 f z Lij z Ld N 0 M �z J IL Q O Its ° m- r Z U W r. O �cy© 1'l � so� 4L) Z LLJ � W L _ ul D 5; � ' U o W m d o Q U .�- cW U cli t� ul aa w- .m tri LLJ vzvz rrr -cry CL 0 c�amm w w w w > > 5; 5; W W W W w O C] O Q CN N O N L0r-0Q CD a a 1— (0 —1 0 ci 0 f N 0 ca J IL Q O Its 0 r W�a � W so� co Z � W D 0 U o d o Q U a' 1— (0 —1 T . T 1 Q 00 O V) II- II. W > U 8 J F- o CAL'WSO WAY U c> in Lo N SEE SHEET 9 9 w w -< w 1 - -� 20' 20' O ".� f 1 U f � 30 ° 30 tb Mp � " w'! t4 �. " 0M6 W m O : I`- 0) >- N C) ( W �� . I I I A �^ M -7 • [A w Oa �- .M1yM z �J�♦ ±+c (�n ,Wly'•N ��r + co Jam: WZ i. !'� LL S 6 NN 1 � N � NN � �I- NN p Q t � � 4 w w ci. ° . c-0 � m cn cn Z a cn cn � � � cn rn R/W / � 1 2 - X r fig. 3 24 00 N 30 DRAIN 2•°� ��`,/ S89102'477E 139.76' 26 +00 k� � �.• CD 1-C-1 6" SEWER . " S ` ,�A, k CN 18 DRAIN ---! ° �- ----- - -- - - - - 1 5 R%W rf t� - 3 rL DRIVEWAY j J � " ,�;_'• � a � STA. 2f> +88.86, F.L. li U- w o c I °o a 1* Q II, z fi '� '� --- O --� M M [V N 1 • cn > r.. 1* STA. 27 +20.42, F.L. 66 rV, J_'\iVyi • fV^, -00 •r rww wry r + + �-- N N Z ! Lz > � ; -J U- `Q :� P.R.C. U ,�• ` _ -4- c I ;� , t z o c- w -j vi - -'`' I f ° STA. 26 +56.30 -C.L., - 86.40RT.= � M c� �- z STA. 27 +44.09, F.L. 00 co 00 4 "C4C4<W cViV M 20' 24' . f-- N N ¢ � E.C. 4 .Mw ++ ' , v t¢- 0 w cv ¢ ac N N 30 30 STA. 26 +53.76 C.L., 99.78RT.= eo' m i c i . WAREHAM DRIVE STA. 27 +57.79, F.L g -SEE - SHEET 7 w cn cn 35 34 34 2 3: CAPE COD AVENUE (STA. 24 +00.00 TO 26 +32.94) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 24+W 25 +tom 26 +W 352 348 344 352 348 LINE TABLE LINE LENGTH BEARING L1 27.96' NOO'37'04"W L2 93.18' S89'02'47" E KJtN m 51 i •� 5 0 DRIVEWAY . .......... STA. 9 +50.15, F.L. STA. 9 +21.23, F.L. ' DRIVEWAY r .` A. 906. 8' t t STA. 8 +80.96, F.L. STA. 8 +67.31, F.L. m 1 ccn ccnn 5. JNT 3 !D b) alru v.L., rfwrllrVLfvWWII r%VL. WELLFLEET DRIVE (STA. 10 +00.00 TO 16+15.79) SCALE: 1" = 50' HORIZONTAL v 1 UNIT BOUNDARY STA. 17 +21.87, F.L. STA. 17 +27.06, F.L. STA. 17 +40.76, F.L. CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 1 20.00' 31.42' 20.00' 90'00000" 2 20.00' 40.41 31.86' 115*46000" 3 84.00' 201.91' 217.24' 137'43'10" 4 35.00' .' 20 00 13.70' 30.-87' 6.94' 19.46' 22'25'35" 88'25143" 5 6 20.00' 31.60' 20.19' 90'31147" 7 20.00' 20.00' 31.96' 31.23' 20.56' 19.82' 91'34'17" 89'28'13" 8 9 84.00' 198.48' 2- 04.73' 13572'58" 10 NOT USED 11 500.00' 9.-09' - 4.55 O1'02'30" 12 35.00' 35.00' 54.69' 13.65' 34.71' 6.92' 89'31935" 22'21'11" 13 14 84.00' 208.91' 247.41' 142'29'36" -1 -5 35.00' 13.70' 844' 22'25'-29" 35.00' 59.16' 39.45' 96'50'48" 17 35.00' 55.30' 35.33' 90 *31'47" 348 ; A.C. PAVEMENT TO BE REMOVED AND DISPOSED. CONSTRUMION NOTES: 1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 2 CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 CONSTRUCT 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 1010 . SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER INSTALL W -31 (CA) SIGN WITH OM4 -3 MARKER AT UNIT BOUNDARY OF TRACT IF AD- JACENT U -NIT IS -N -OT -CONSTRUCTED AT TH -E SAME TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT UNIT. PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. 8 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 -AN.D DISPOSE OF EXISTING A.C. PAVEMENT. 11 PAINT DETAIL 22 (DOUBLE - YELLOW) STRIPING USING PAINT PER CALTRANS STANDARD SPECIFICATION 8010-21C-1-9. INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN 1 A73C WITH W-31(CA) SIGN WITH O-M4 --3 MARKER, BARRICADE IS TO GO FROM FLO WLI N E TO FLOWLI N E. CONSTRUCT TYPE "M' MEDIAN CURB WITH 10" REVEAL 13 PER C.O.B. STD. ST-2 (REVISED 6-2-99). O 344 N 0 TE S: 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN PLANS A -N D DETAILS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.G. 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. SECTION DESIGNATION: SEC11ON LETTER A 2 SHEET WHERE SECTION! IS SHOWN 348 10,-- 16 0* 14 U r1 rT f I& Y 7 tip,. 'Tc 3." ?c•4. �MMMM GEND LEGEND: .:ONT. V) LEGEND-bCONT. A6BREVIATIONS R1 - - - - - - - - - - - - PROPOSED SAWCUT LIMIT LINE F. L FLOWLINE P.-O.V.C. POINT ON VERTICAL CURVE i FURNISH � INSTALL TRAFFIC SIGNS PER G.O.B. STD. T -19: C.L. CENTERLINE B.V.C. BEGIN VERTICAL CURVE R1 -1 -STOP '*W3-1* AHEAD Ts FURNISH &INSTALL TRAFFIC SIGNAL CONDUIT ELEV. ELEVATION E.V.C. END VERTICAL CURVE _STOP "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 "R5 -1" - DO NOT ENTER -2" - WHEN CHILDREN ARE PRESENT E.C.R. END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE "S4 "R26(CA)" - NO PARKING -3 - SCHOOL is FURNISH & INSTALL INTERCONNECT CONDUIT B.C. BEGIN CURVE PCC POINT OF COMPOUND CURVATURE "S4 "R3 -5R" - RIGHT TURN ONLY R2 -1 - SPEED LIMIT 20 T3_ rgs_ 6 E.C. END CURVE TC TOP BF CURB "R4 -7" - KEEP RIGHT "R7 -9" - NO PARKING /BIKE LANE _ _. _ _ _ _ _ FURNISH &INSTALL SPLICE BOX FOR -INTERCONNECT P. I. V. C. POINT OF INTERSECTION T.P. TOP OF PAVEMENT "R81 (CA)" - BIKE LANE TR3 =NO. 3 1 /2 SIZE TR5 =N0. 5 SIZE TR6 =N0. fi SIZE OF VERTICAL CURVE F.C. FINISH CONCRETE "W31(CA)" - END W /OM4 -3 MARKER NOTE- - "W14-l" - DEAD END SIGN NUMBERS ARE FEDERAL CODES 1 CURVE NUMBER FOR CURVE DESCRIPTION + FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. "W14 -2" - NO OUTLET UNLESS OTHERWISE INDICATED BY � W "W1 -7" - DOUBLE ARROW (CA). (CA) INDICATES CALIFORNIA 1 TAPER NUMBER FOR ,TAPER DESCRIPTION m EXISTING SURVEY MONUMENT "W1 -6" - SINGLE ARROW CODES. a: - j Q "W1 -1" - CURVE ARROW 6 ITEM OF WORK - SEE SCHEDULE FURNISH &INSTALL STREET NAME SIGN PER C.O.B. STD. T -1. "W3 -3" - SIGNAL AHEAD NCV 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 CY_ 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 m m m LL 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. 6 . -M ci. CALTRANS TYPE l ARROW ----- • s SEWER - REFER TO SEWER & STORM DRAIN PLANS AS APPUCABLE, TO BE PAINTED ;Z SEWER MANHOLE - REFER T4 SEWER & STORM DRAIN PLANS. NOTE: F-- LLJ SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT 0 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT ° c PER CALTRANS STANDARD SPECIFICATION 8010- 21C -19. �� ■�� ■•�� TRACT BOUNDARY Cl in ALL TEMPORARY STRIPING SHALL BE NON - THERMOPLASTIC. ■■�� UNIT BOUNDARY w (n W (JI(n ; A.C. PAVEMENT TO BE REMOVED AND DISPOSED. CONSTRUMION NOTES: 1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 2 CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 CONSTRUCT 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 1010 . SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER INSTALL W -31 (CA) SIGN WITH OM4 -3 MARKER AT UNIT BOUNDARY OF TRACT IF AD- JACENT U -NIT IS -N -OT -CONSTRUCTED AT TH -E SAME TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT UNIT. PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. 8 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 -AN.D DISPOSE OF EXISTING A.C. PAVEMENT. 11 PAINT DETAIL 22 (DOUBLE - YELLOW) STRIPING USING PAINT PER CALTRANS STANDARD SPECIFICATION 8010-21C-1-9. INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN 1 A73C WITH W-31(CA) SIGN WITH O-M4 --3 MARKER, BARRICADE IS TO GO FROM FLO WLI N E TO FLOWLI N E. CONSTRUCT TYPE "M' MEDIAN CURB WITH 10" REVEAL 13 PER C.O.B. STD. ST-2 (REVISED 6-2-99). O 344 N 0 TE S: 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN PLANS A -N D DETAILS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.G. 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. SECTION DESIGNATION: SEC11ON LETTER A 2 SHEET WHERE SECTION! IS SHOWN 348 10,-- 16 0* 14 U r1 rT f I& Y 7 tip,. 'Tc 3." ?c•4. �MMMM (.0 (n V) _(n. t- LLj t- �L4.JF- z o ;2W W v� V LLJ � W m a: - j Q Z 6 NCV C17 CY_ (!)1 i3e m m m LL 6 . -M ci. Uz ;Z F-- LLJ ° c Cl in W (n w (n W (JI(n W 5; 5 > w cif w cl:�Ofcr_ w w w oc:)C)o a CVC7NN ©c ©° r- 1. I -(o 0275� 4 de 3 .01 LINE LENGTH BEARING Ll KUYLEET DRIVE 1 3 20.00* 31.42* SEE SHEET 3 c:3 C) < c; + 520.06 _j 42.249 0917"13'" '*R6-1* - ONE WAY "S5-2* - END SCHOOL ZONE n LA_ 2 -.i __j C) CD 53 Q C) OL- 77.80* 3&99* w I :z COCO 10 - co 31.58* as CD toUD _ ++ + a __j co 0- ac:) 89'31'35" ............... 500.00! 69.28' 34.70' Or56*20* C) cn (n PLANS AND DETAILS. "W14-11" - DEAD END SIGN NUMBERS ARE FEDERAL CODES FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST-13. CONSTRUCT 4.5* COMBINATION SIDEWALK PER C.O.B. STD "W14 -2" - NO OUTLET UNLESS OTHERWISE INDICATED BY 20 > FURNISH & INSTALL IRRIGATION CONDUIT de 3 .01 SE*� 00 E ._.- -- 2 }fly X81 � 3 A 5 c%4 s V�* or W5 C> C) a c±-4 C.3 C> late o C) + im v- 30 + 51 m ++ 48 V-- EET SEE 44 50 9 �- co t; En- LINE TABLE LINE LENGTH BEARING Ll 50.6C S89"02147"E 20.00* 31.42* 20.000 goeoo*,Ooo + 520.06 7 42.249 0917"13'" '*R6-1* - ONE WAY "S5-2* - END SCHOOL ZONE 18 81.04' CD 19 G) 480.00' 77.80* 3&99* 09*17*13" BEGIN CURVE PCC POINT OF COMPOUND CURVATURE 20.000 31.58* 20.17' 90028'25* fi __j 31.251 19.84' 89'31'35" *R81(CA)m - BIKE LANE 500.00! 69.28' 34.70' Or56*20* C) PLANS AND DETAILS. "W14-11" - DEAD END SIGN NUMBERS ARE FEDERAL CODES FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST-13. CONSTRUCT 4.5* COMBINATION SIDEWALK PER C.O.B. STD "W14 -2" - NO OUTLET UNLESS OTHERWISE INDICATED BY 20 > FURNISH & INSTALL IRRIGATION CONDUIT 6 O * _j 22 ci MIKASA LANE [.. Q _j U- "Wl-l* - CURVE ARROW "W3-3" - SIGNAL AHEAD FURNISH & INSTALL INTERCONNECT CONDUIT • 25 STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS z 14 < Of 27 15 28 I I C> -.1 0 LL. GUTTER LIP TO A DEPTH OF 12" , C> LL: 1 co 2 1 1 -i ci SEWER - REFER TO SEWER & STORM DRAIN PLANS t.L: -: to u: 0 !�? Q LL: u-- 1-f 144- SEWER CLEANOUT REFER TO SEWER & STORM DRAIN PLANS. < > <_1 6 L 20in 1 20" SECTION LETTER ti- LL- Z5 TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT �e 4L>U- Q z U- >_ c6 5 w< m St3 C33 tf) U-) 11 7 7 _j 7 1 u- LL: SHEET WERE SEC11ON IS SH OWN A -Q csi C*4 >- o 1 -.d:, + lo- 14- 14- 4 In 00 - 00001 1- X z: w L) U j U %,-v c ryr,I ' �!, G� Y k� 0- LL_ U- twi w C) co 00 00 m ile) roi w to) n z: v- LLJ C3 V_ ui Pei + U.) to I- UV oi I I v cqft u� ul + + ui o6 co co + V_ L.Lj Q V_ MM + tw) n ;!c - < C) C4, < + + co, vy c) co o c) -r-Ex I 00 CN c NJ 30 I w v- ul C> 04 V_ --i C3 u- cn - V) C> mot' + uj Lo L4 V) + V7 c> U-) m < cn 2 cop , . V) (3 • g n cd al L -m Lo. uio w ci < to cn c__ ui cn V) w * 0 cp 000) LZ Ln C:>,w En cn (n cn cn + (wn tun) cr) + C) LLI cr_ w C) + C) + LAJ 12 + + 1 1- 5) + + zn q D C, 0 C%4 to U-) ul m r,-- + C-4 q <-z I<-- LLJ + + fe) tf) 04 " Lou e) c> c> rn Cq C:) C14 , , 36* nDAIK1 C14 Cq co UJ V_ V_ C4 04 FX 5. N m + :D - N 4 0 m + + " C4 eq 04 m co C3 cn R/W a %0 .4c W.- CC L> i- 4C) 1 1* 1 2 to III L-.)j En SE*� 00 E ._.- -- 2 }fly X81 � 3 A 5 c%4 s V�* or W5 C> C) a c±-4 C.3 C> late o C) + im v- 30 + 51 m ++ 48 V-- EET SEE 44 50 9 �- co t; En- LINE TABLE LINE LENGTH BEARING Ll 50.6C S89"02147"E CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA (1) 20.00* 31.42* 20.000 goeoo*,Ooo + 520.06 84.291 42.249 0917"13'" '*R6-1* - ONE WAY "S5-2* - END SCHOOL ZONE 500.00' 81.04' 40.611 09*17113" G) 480.00' 77.80* 3&99* 09*17*13" BEGIN CURVE PCC POINT OF COMPOUND CURVATURE 20.000 31.58* 20.17' 90028'25* fi 20.00' 31.251 19.84' 89'31'35" *R81(CA)m - BIKE LANE 500.00! 69.28' 34.70' Or56*20* lJ N ff 3 -LEGEND: LEGEND.* CONT. _j 11 M. F.L. U- Rl FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: Aw c" + + + I UNIT 1 '*R6-1* - ONE WAY "S5-2* - END SCHOOL ZONE B.C.R. :x . "R5_1" - DO NOT ENTER '*S4-2� - WHEN CHILDREN ARE PRESENT E.C.R. 7 F- lJ N ff 3 QW cn LL: -J I U ci CN co + m Lo r-. 00 + + C-0 lq__ c ntn . -- L -LEGEND: LEGEND.* CONT. _j 11 M. F.L. ABBREVIATIONS 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 11 "Rl-l* - STOP "W3-1" - STOP AHEAD ELEV. I UNIT 1 '*R6-1* - ONE WAY "S5-2* - END SCHOOL ZONE B.C.R. :x . "R5_1" - DO NOT ENTER '*S4-2� - WHEN CHILDREN ARE PRESENT E.C.R. END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE F- *R26(CA)" 6 - NO PARKING "S4-,3* - SCHOOL B.C. BEGIN CURVE PCC POINT OF COMPOUND CURVATURE R3-5R" - RIGHT TURN ONLY "R2-1" - SPEED LIMIT 20 E.C. END CURVE TC TOP OF CURB CCNSTRUCTICN *R4-r - KEEP RIGHT '*R7-9* - NO PARKING/BIKE LANE P.I.V.C. POINT OF INTERSECTION T•P. TOP OF PAVEMENT *R81(CA)m - BIKE LANE CONSTRUCT TYPE "13 & CURB GUTTER PER C.O.B. STD ST-1 OF VERTICAL CURVE F, C. FINISH CONCRETE "W31(CA)lo - END W/OM4-3 MARKER • C) PLANS AND DETAILS. "W14-11" - DEAD END SIGN NUMBERS ARE FEDERAL CODES FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST-13. CONSTRUCT 4.5* COMBINATION SIDEWALK PER C.O.B. STD "W14 -2" - NO OUTLET UNLESS OTHERWISE INDICATED BY 20 > FURNISH & INSTALL IRRIGATION CONDUIT 21 @ 22 ci MIKASA LANE [.. Q _j COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST-9. "Wl-l* - CURVE ARROW "W3-3" - SIGNAL AHEAD FURNISH & INSTALL INTERCONNECT CONDUIT co: 25 STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS 26 < Of 27 STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS 28 FURNISH & INSTALL STREET LIGHT-9500 LUMEN PER C.O.B. STD. DET. ST-14. C> SEE SHEET11 GUTTER LIP TO A DEPTH OF 12" , 301 23 SEWER - REFER TO SEWER & STORM DRAIN PLANS 24 SAWCUT EXISTING E.P. 1" BACK OR AS DIRECTED BY CITY ENGINEER 0 C) PILGRIM HEIGHTS WIVE Q W_ 0 SEWER CLEANOUT REFER TO SEWER & STORM DRAIN PLANS. < > DESCRIPTION TAPER NUMBER FOR TAPER DESCRIPTIO 6 L 20in 1 20" SECTION LETTER ld m C) C4 Z5 TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT L: d z U- LLJ u: C4 Mt r3o- 30,11 11 7 7 _j 7 1 u- LL: SHEET WERE SEC11ON IS SH OWN A -Q 4, 1 14- CALTRANS TYPE IV ARROW, LEFT OR RIGHT AS APPLICABLE, TO BE PAINTED -.q -4 1 -.d:, co lo- 14- 14- 4 In 00 - 00001 1- X z: k, � r �� ° � "� L) U j U %,-v c ryr,I ' �!, G� Y k� NOTE: U- twi %_ C) co PAINT DETAIL 22 DOUBLE YELLOW STRIPING USING PAINT PER n < 0 " p p C> a ",* Lo ui ; -120' z: + ul) I _j 4 U-. ui Pei + U.) to I- + co + W to cqft u� c? C> ui o6 co co + + LL: C41 Lo cn m + N to C4, 4- U- 1 co, vy c) co M + + C> -r-Ex 4m cq a v- + + 00 I (n 30 I v- ul C> 04 _j --i C3 u- cn LLj a C> mot' + uj Lo c) + >_ c> U-) >- im cn 2 cop , . C/) ul) ui >- • g n ou al L -m Lo. uio w ci < to cn c__ C4 clq cn V) * 0 cp 000) LZ Ln C:>,w cn (n cn cn + cr) + C) LLI cr_ w C) + C) + LAJ 12 In ul + + 1 1- 5) + + zn q D C, 0 C%4 to U-) ul m r,-- + C-4 q <-z I<-- LLJ + + fe) tf) 04 " Lou e) c> c> rn Cq C:) C14 , , 36* nDAIK1 C14 Cq co UJ V_ V_ C4 04 FX 5. N m QW cn LL: -J I U ci CN co + m Lo r-. 00 + + C-0 lq__ c ntn . -- L a fll% 18+00 ab UNAIN C) rn %J S89*02'47"E 15+00 150-3S 17+00 --- L - 19 CN 2 S89*02*47*E 160.12' D - +00 Aq, D _Q+00 21+00 36* DRAIN 22+00 vi - -I- - - -4 \ m 1 36" DRAIN A AA SEWER 1 + 8`0 STJ*$4M s s *4p% _F 'T Jj (4 IT 4 4 18" DRAIN C:)T SE -�l 8" DRAIN �:) 8" WER 8" 3 8 S WER 7 23+00 SEWER 3 6J4P4 18" DRAIN -Z 04 R • 11 Q_ 11 cn uil 3 0 v- 1 T 2 w M I uj w U- n C> cc '17 • LL: C) c) r--4 14- C) C> Q3 a %� C) C) © r-.. md- U- w s a* ir C> • w w CD (6 C> En C> C; 0 U- U- a LL_ 6: U- C> C> U- CN Z_ C> 1.0 UJ C; + 0 w cc 00 43 + to >; C> 1.�lo < 11) W! In V) W) to ce 6 co MNaw (D ;z q _j__j C> 42 37 a C> - L" 31: f*-. * C) vd- CN QD f__ C> - W) _j C4 ?-- �V CV C7? + LL: C> 0 + co >_ C) z x __j _j co 3 N3- Q 6 ti.: L.L: uj z Ui LL: co u LA: c*4 Lo _4 C.4 C) w < + + + + co + I co m r1l, 4S (7) 0 C) :3= + 0014:, - 7gv L3 U_ 1+ .10 m + 9 u- + __j < m * c 4. C) C� + =1 + :s- + :z - + _j LQ co 20' c)l 00 a cd C > U- U5 In v I.L: Ir- v V_ C4 OCN 0 Q + CC c_ c1sl M ui En -120 clq cm c%j C14 C4 C-4 >- r-_ -ci U Ir- Ln v-- I . < 41. Lu tr Lo lz cal 00 n C14 m C14 ul a to m (6 ei 4 m c--*' En C14 Co w C) w uj __j clq clq 30 C*4 C,4 LL: cq cp U- • 00 • Lo tri m Lo *-: --I ;� < 40 w m + + I 'ju I- I )U 1 00 Ga LL_ 4") + + + + uir in * t: U, - 1* C4 ai < + + to to + + + + + + En C-0 cn cn (n w to md- a - z M C14 __j LLJ Q co G.0 En WW uu w cn V) ul qd- . %_ %_ 5 LL_ NARRAGANSETT v- 9- m IV— T_ + + E-0 i V) z +�t" (j mo) m + + TONSET STRET + + cn Li W m _(N V) PLACE -ci 4ge a- .9r, 4w M 0- < < �_;!s a . . cq C4 W w (n cn SEE SHEET 11 0 uj mlcncn SEE SHEET 10 (n w . �_ I— w 35 34 33 < < < F- .cj *mw .4- C> m V) V) GO cn cn z r� m cn En C.3 <* eo V) En z m 32 31 - pnc? 0 .cj<wo- 32 9 3 3 0�_ uj V) V) C.D cn cn =D cn cn �- F- 0 UJ 4m C�l < IF- F- C-114 V) cn m 0 uj q* 0 M, U) (n In + + w F 36 M Pr) C) CNV- Z cn (A AY (STA. 10+00.00 TO 24+00-00) SCALE: 1" = 50' HORIZONTAL 1 = 5' VERTICAL Rn nn r*T 50.00 FT. 352 S= 0.327' 3" 11+00 CONSTRUCT 12* WIDE ^n^nc% ^I Vrlmn 50.00 FT. 50.00 FT. VrOT rl 10%lr I -LEGEND: LEGEND.* CONT. wJ F.L. ABBREVIATIONS 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 "Rl-l* - STOP "W3-1" - STOP AHEAD ELEV. I UNIT 1 '*R6-1* - ONE WAY "S5-2* - END SCHOOL ZONE B.C.R. :x "R5_1" - DO NOT ENTER '*S4-2� - WHEN CHILDREN ARE PRESENT E.C.R. END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE F- *R26(CA)" 6 - NO PARKING "S4-,3* - SCHOOL B.C. BEGIN CURVE PCC POINT OF COMPOUND CURVATURE R3-5R" - RIGHT TURN ONLY "R2-1" - SPEED LIMIT 20 E.C. END CURVE TC TOP OF CURB CCNSTRUCTICN *R4-r - KEEP RIGHT '*R7-9* - NO PARKING/BIKE LANE P.I.V.C. POINT OF INTERSECTION T•P. TOP OF PAVEMENT *R81(CA)m - BIKE LANE CONSTRUCT TYPE "13 & CURB GUTTER PER C.O.B. STD ST-1 OF VERTICAL CURVE F, C. FINISH CONCRETE "W31(CA)lo - END W/OM4-3 MARKER • C) PLANS AND DETAILS. "W14-11" - DEAD END SIGN NUMBERS ARE FEDERAL CODES FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST-13. CONSTRUCT 4.5* COMBINATION SIDEWALK PER C.O.B. STD "W14 -2" - NO OUTLET UNLESS OTHERWISE INDICATED BY Ts I R FURNISH & INSTALL IRRIGATION CONDUIT "W1 -7" - DOUBLE ARROW (CA). (CA) INDICATES CALIFORNIA @ EXISTING SURVEY MONUMENT C> C! FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST-9. "Wl-l* - CURVE ARROW "W3-3" - SIGNAL AHEAD FURNISH & INSTALL INTERCONNECT CONDUIT co: 25 STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS 26 FURNISH & INSTALL STREET LIGHT-5800 LUMEN PER C.O.B. STD. ST-14. 27 STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS 28 FURNISH & INSTALL STREET LIGHT-9500 LUMEN PER C.O.B. STD. DET. ST-14. C> 2 9 GUTTER LIP TO A DEPTH OF 12" , 301 S SEWER - REFER TO SEWER & STORM DRAIN PLANS 1 SAWCUT EXISTING E.P. 1" BACK OR AS DIRECTED BY CITY ENGINEER 0 C) PILGRIM HEIGHTS WIVE Q 2 0 SEWER CLEANOUT REFER TO SEWER & STORM DRAIN PLANS. < > DESCRIPTION TAPER NUMBER FOR TAPER DESCRIPTIO 6 OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED AT THE SAME OF SECTION LETTER > ITEM OF WORK -SEE SCHEDULE Z5 TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT d UNIT. LLJ CONSTRUCT le BOTTOM WIDTH DRIVEWAY WIS WINGS PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER .5 > SEE SHEET 10 PER C.O.B. STD. ST-4. (UNLESS OTHERWISE NOTED) CALTRANS STANDARD SPECIFICATION 8010-21C-19. SHEET WERE SEC11ON IS SH OWN A -Q CALTRANS TYPE IV ARROW, LEFT OR RIGHT AS APPLICABLE, TO BE PAINTED u: v - A LL: U- RELOCATE EXISTING POLES BEHIND THE CURB, GUTTER & SIDEWALK k, � r �� ° � "� • AS APKICABLE, TO BE PAINTED AS DIRECTED BY THE ENGINEER. ryr,I ' �!, G� Y k� NOTE: U- Cr) Q� C) PAINT DETAIL 22 DOUBLE YELLOW STRIPING USING PAINT PER f T_ Lo C>(C4 20 9 ; -120' - ALL TEMPORARY STRIPING SHALL BE NON-THERMOPLASTIC. I _j 4 U-. `�j -� c> 12 A73C WITH W-31(CA) SIGN WITH OM4-3 MARKER. BARRICADE to cqft u� Lo C41 U-) C4 C4 LL: C41 Lo U_ C41 j 4 * Lj_ 0 N to C4, CN >- m U- 1 1 w _j __4 I 0 UL_ U- cqp- U- CIT Cr- 4m cq a v- + + -1 I - 30 I v- ul C> 04 _j --i C3 u- 40 LLj a C> mot' + uj Lo + >_ c> U-) >- ci 44. cop , . >_ - C> LAJ ul) ui >- • g n ou al L -m Lo. uio LjJ Lo C) C4 clq to C e * 0 cp 000) LZ Ln C:>,w m + cr) + C) LLI cr_ w C) + C) + LAJ 12 In ul + + 1 1- 5) + + zn q D C, 0 C%4 to U-) ul m r,-- + C-4 q <-z I<-- LLJ + + fe) tf) 04 " Lou e) c> c> rn Cq C:) C14 , , CN (D C14 Cq co UJ V_ V_ C4 04 FX 5. N m + :D - N 4 0 m + + " C4 eq 04 m co C3 cn v) v) a %0 .4c W.- CC L> i- 4C) 1 1* 1 eo to III L-.)j En eo cn (n A-AI w I in L4 Vi o __ I co w (n En f R/W I C.D En cn cn All cn N a fll% 18+00 ab UNAIN C) rn %J S89*02'47"E 15+00 150-3S 17+00 --- L - 19 CN 2 S89*02*47*E 160.12' D - +00 Aq, D _Q+00 21+00 36* DRAIN 22+00 vi - -I- - - -4 \ m 1 36" DRAIN A AA SEWER 1 + 8`0 STJ*$4M s s *4p% _F 'T Jj (4 IT 4 4 18" DRAIN C:)T SE -�l 8" DRAIN �:) 8" WER 8" 3 8 S WER 7 23+00 SEWER 3 6J4P4 18" DRAIN -Z 04 R • 11 Q_ 11 cn uil 3 0 v- 1 T 2 w M I uj w U- n C> cc '17 • LL: C) c) r--4 14- C) C> Q3 a %� C) C) © r-.. md- U- w s a* ir C> • w w CD (6 C> En C> C; 0 U- U- a LL_ 6: U- C> C> U- CN Z_ C> 1.0 UJ C; + 0 w cc 00 43 + to >; C> 1.�lo < 11) W! In V) W) to ce 6 co MNaw (D ;z q _j__j C> 42 37 a C> - L" 31: f*-. * C) vd- CN QD f__ C> - W) _j C4 ?-- �V CV C7? + LL: C> 0 + co >_ C) z x __j _j co 3 N3- Q 6 ti.: L.L: uj z Ui LL: co u LA: c*4 Lo _4 C.4 C) w < + + + + co + I co m r1l, 4S (7) 0 C) :3= + 0014:, - 7gv L3 U_ 1+ .10 m + 9 u- + __j < m * c 4. C) C� + =1 + :s- + :z - + _j LQ co 20' c)l 00 a cd C > U- U5 In v I.L: Ir- v V_ C4 OCN 0 Q + CC c_ c1sl M ui En -120 clq cm c%j C14 C4 C-4 >- r-_ -ci U Ir- Ln v-- I . < 41. Lu tr Lo lz cal 00 n C14 m C14 ul a to m (6 ei 4 m c--*' En C14 Co w C) w uj __j clq clq 30 C*4 C,4 LL: cq cp U- • 00 • Lo tri m Lo *-: --I ;� < 40 w m + + I 'ju I- I )U 1 00 Ga LL_ 4") + + + + uir in * t: U, - 1* C4 ai < + + to to + + + + + + En C-0 cn cn (n w to md- a - z M C14 __j LLJ Q co G.0 En WW uu w cn V) ul qd- . %_ %_ 5 LL_ NARRAGANSETT v- 9- m IV— T_ + + E-0 i V) z +�t" (j mo) m + + TONSET STRET + + cn Li W m _(N V) PLACE -ci 4ge a- .9r, 4w M 0- < < �_;!s a . . cq C4 W w (n cn SEE SHEET 11 0 uj mlcncn SEE SHEET 10 (n w . �_ I— w 35 34 33 < < < F- .cj *mw .4- C> m V) V) GO cn cn z r� m cn En C.3 <* eo V) En z m 32 31 - pnc? 0 .cj<wo- 32 9 3 3 0�_ uj V) V) C.D cn cn =D cn cn �- F- 0 UJ 4m C�l < IF- F- C-114 V) cn m 0 uj q* 0 M, U) (n In + + w F 36 M Pr) C) CNV- Z cn (A AY (STA. 10+00.00 TO 24+00-00) SCALE: 1" = 50' HORIZONTAL 1 = 5' VERTICAL Rn nn r*T 50.00 FT. 352 S= 0.327' 3" 11+00 CONSTRUCT 12* WIDE ^n^nc% ^I Vrlmn 50.00 FT. 50.00 FT. VrOT rl 10%lr I TRACT BOUNDARY UNIT BOUNDARY W __j ■ui • co P.- W. C6 J�.+ 244-00 -LEGEND: LEGEND.* CONT. wJ F.L. ABBREVIATIONS 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 "Rl-l* - STOP "W3-1" - STOP AHEAD ELEV. ELEVATION E.V.C. END VERTICAL CURVE '*R6-1* - ONE WAY "S5-2* - END SCHOOL ZONE 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 F- *R26(CA)" 6 - NO PARKING "S4-,3* - SCHOOL B.C. BEGIN CURVE PCC POINT OF COMPOUND CURVATURE R3-5R" - RIGHT TURN ONLY "R2-1" - SPEED LIMIT 20 E.C. END CURVE TC TOP OF CURB CCNSTRUCTICN *R4-r - KEEP RIGHT '*R7-9* - NO PARKING/BIKE LANE P.I.V.C. POINT OF INTERSECTION T•P. TOP OF PAVEMENT *R81(CA)m - BIKE LANE CONSTRUCT TYPE "13 & CURB GUTTER PER C.O.B. STD ST-1 OF VERTICAL CURVE F, C. FINISH CONCRETE "W31(CA)lo - END W/OM4-3 MARKER • C) PLANS AND DETAILS. "W14-11" - DEAD END SIGN NUMBERS ARE FEDERAL CODES FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST-13. CONSTRUCT 4.5* COMBINATION SIDEWALK PER C.O.B. STD "W14 -2" - NO OUTLET UNLESS OTHERWISE INDICATED BY Ts I R FURNISH & INSTALL IRRIGATION CONDUIT "W1 -7" - DOUBLE ARROW (CA). (CA) INDICATES CALIFORNIA @ EXISTING SURVEY MONUMENT "WI-6m - SINGLE ARROW CODES. FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST-9. "Wl-l* - CURVE ARROW "W3-3" - SIGNAL AHEAD FURNISH & INSTALL INTERCONNECT CONDUIT FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD. T-1. D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS TR3 T-5 FURNISH & INSTALL STREET LIGHT-5800 LUMEN PER C.O.B. STD. ST-14. 0 STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS PER C.O.B. STD. S-12 UNLESS NOTED OTHERWISE. FURNISH & INSTALL STREET LIGHT-9500 LUMEN PER C.O.B. STD. DET. ST-14. TR3=NO. 3 1/2 SIZE TR5--NO. 5 SIZE TR6=NO. 6 SIZE CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. GUTTER LIP TO A DEPTH OF 12" , , S SEWER - REFER TO SEWER & STORM DRAIN PLANS SAWCUT EXISTING E.P. 1" BACK OR AS DIRECTED BY CITY ENGINEER 0 SEWER MANHOLE REFER TO SEWER & STORM DRAIN PLANS. LLJ 2 0 SEWER CLEANOUT REFER TO SEWER & STORM DRAIN PLANS. TRACT BOUNDARY UNIT BOUNDARY W __j ■ui • co P.- W. C6 J�.+ 244-00 M wJ _j ui W ui ui w F- o CCNSTRUCTICN NOTES: hQiEs_ F_ M: 0 CONSTRUCT TYPE "13 & CURB GUTTER PER C.O.B. STD ST-1 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN PROPOSED SAWCUT LIMIT LINE C) PLANS AND DETAILS. LLJ m FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT ( > CONSTRUCT 4.5* COMBINATION SIDEWALK PER C.O.B. STD 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER Ts I R FURNISH & INSTALL IRRIGATION CONDUIT CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL 0.402 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. TR6 FURNISH & INSTALL INTERCONNECT CONDUIT CONSTRUCT 120 WIDE CROSS GUTTER PER C.O.B. STD. ST-17• 3. ALL CATCH BASINS TO BE TYPE "A"" WITH 3.5' OPENINGS TR3 T-5 FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT COMPACT SUB.GRADE TO 95% OF MAX. TO 12" BEYOND PER C.O.B. STD. S-12 UNLESS NOTED OTHERWISE. TR3=NO. 3 1/2 SIZE TR5--NO. 5 SIZE TR6=NO. 6 SIZE F- GUTTER LIP TO A DEPTH OF 12" , , CURVE NUMBER FOR CURVE DESCRIPTION SAWCUT EXISTING E.P. 1" BACK OR AS DIRECTED BY CITY ENGINEER 4. RAISE EXISTING SEWER MANHOLES TO FINISHED GRADE. LLJ 2 W-31 (CA) SIGN WITH OM4-3 MARKER AT UNIT BOUNDARY SECTION DESIGNATION: < > DESCRIPTION TAPER NUMBER FOR TAPER DESCRIPTIO 6 OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED AT THE SAME OF SECTION LETTER > ITEM OF WORK -SEE SCHEDULE Z5 TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT UNIT. LLJ CONSTRUCT le BOTTOM WIDTH DRIVEWAY WIS WINGS PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER _2 PER C.O.B. STD. ST-4. (UNLESS OTHERWISE NOTED) CALTRANS STANDARD SPECIFICATION 8010-21C-19. SHEET WERE SEC11ON IS SH OWN A -Q CALTRANS TYPE IV ARROW, LEFT OR RIGHT AS APPLICABLE, TO BE PAINTED CONSTRUCT 5.51 COMB INATION SIDEWALK PER C.O.B. STD ST -3 v - A CALTRANS TYPE I ARROW RELOCATE EXISTING POLES BEHIND THE CURB, GUTTER & SIDEWALK k, � r �� ° � "� AS APKICABLE, TO BE PAINTED AS DIRECTED BY THE ENGINEER. ryr,I ' �!, G� Y k� NOTE: REMOVE AND DISPOSE OF EXISTING A.C. PAVEMENT. Cr) Q� SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PAINT DETAIL 22 DOUBLE YELLOW STRIPING USING PAINT PER f PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. CALTRANS STANDARD SPECIFICATION 8010-21C-19. , fi 1 g `..J i _ L-Li m ALL TEMPORARY STRIPING SHALL BE NON-THERMOPLASTIC. LA-1 INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN `�j -� 12 A73C WITH W-31(CA) SIGN WITH OM4-3 MARKER. BARRICADE C) A.C. PAVEMENT TO BE REMOVED AND DISPOSED. IS TO GO FROM FLOWLINE TO FLOWLINE. CONSTRUCT TYPE "M" MEDIAN CURB WITH 10"' REVEAL LA4 10T 00 cs :z C) M 13 PER C.O.B. STD. ST -2 (REVISED 6-2-99). 165 Cr- F- CL-; M F- LLJ F_ M: C) M m- LLJ m z C-) CD M o �lc C) C) Cj F- C) LLJ 2 (n > Z5 uj LLJ c) 4r. Cr) Q� C%4 Q6 L-Li m LA-1 C) cs :z C) M Cr- F- CL-; CD U-i ia_ 40 LLj ui M in M M LLJ W LjJ LLJ LAJ Of LLJ 01.1f LLI cr_ LLJ O:f La F- rn Cq C:) < 04 (D C-4 Cq U-) r- co C3 CD C) 4C) 1 r- 9 1 1 a U-, N_.. T W2 348 344 N Q d- > d i R r.J 352��.� W C> Z JY� + d• _ N a P 24+t N Q tci HATHAWAY A,-V- (STA. 24+00.00.TO 26 +29.35) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL W v M v v <r 352 344 2 348 �f119 UN .... T 3 6N 40 Tit "'t' STREET ,'_'- � � S 6 EE SHEET 11 -' _ , C> D co 20 2a N ~� f J o d- J ko' I U- U- U- U- r I _ _ d W - i V L.1_ I. p t? p O w i.. p w J. . J J J Q c ° ° >- co �, co cw co ado I ,4 z �'.`- w W I °� t.� °o C O o }' i ;ri N r•► I }- cv o I >- r: ci i �►- r•: z wJ i + ,ri z Go a� '� �• u� ¢ r+ �t m oo aC m r+ n W o r• Oo >- ri OD i a W + + �: •#,. + C �„ + 3 + + 3 + Q r Li.. + - CS <( Q1 G W + `+ > Q p ,.. m n n rr) -� a • I I V QQw0- <[<C { V Lo I A o W cn cn I I H H Q W 1--- co R%W c- cnwzn ww i I - 3 N. 8" SEWER " fi SEWER INTERSECTION _ _ _ _ -� __ _ - S 4--__ 13 +10 S _ CD o WAREHAM DRIVE 7 8. . a d SEE , SHEET 7 J _1 J J J N Gl !i Li li li J --� J J w 2a 2a o ©I o c>i c Qu- o © w c.3�'- 30 I C) to N N [V i I Q w t 13 cc to 00 w x Lo Lo co w 1 vim �' 'vxl'cn amc~nc�n 1 2 cn En _ i w - o r 8" SEWER CN `� 8" SEWER 1 s S $ Cl INTERSECTION STA-. 10+00.00 C.L. - HATCHVILLE AVE.= 11 +00 12 +00 t - _ " �`� - _ _ - - _ 41 -i - _ - STA. 11+73.89 C.L., TONSET ST. I 18 D _ - - p _ _ p _ _ - ---+- - -STA. 17 +5fi.47 C.L., HATCHVILLE AVE.= � � � DRAIN � 4 +aa � � 15 +00 18" DRAIN � � +�a 17+00 � I STA. 10 +84.84 C.L., WAREHAM DR. 37 °c - _ _ _ _ 0 1 3 I u 3 0 4 x.111• _ . i 3 1 2 RAW R II " oo �- l �t j Q � co II w II �.- try F= rr 1 �.e.t c CC. /w) to o I o c; '°°.,,,� C w rte. o ao o M i .. .. I w a w o 15 w w w Vi CV ; �' C3 W N � N Cwj W Iyr ^ N _j w I � �`' c.� W -� -•' I ,co z i -' Z w + + + + + , j ,J + - --t - - --- - - w W f/y W CN tr i I D O Q d- `� W Li � w I t � w � N tV W -! �' > � � � wj W 36 ico © �- I ¢ r- r- 20 2a r. r- ,� 0) , w i `_' I Lo U) or N c� i C> C> I _ _ _ �°° �� -•' °w r:r� 0' 3a' m 0000 -! ��„ a �c Q I .� Ito I d' d• m m W _ I'� i`� I`- r-. ta.• CJ f 1- i- I W © to TON • STREET Ca Ca Q N N !'� rr3 �-- Q w c4? cQ !-- SEE SHEET 11 U a' ♦ ,._. R 'SfQE STREET V_ � .� • cr W • co c C, Qa I�Ow SEE SHEET 9 v ¢Q�a_ ° !s1 E! C� V) i/) C� U !'�- Fes-• H C-o- F! Z f.- U .. m (n V? W V) In m cn cn CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA (1) C> C> WAREN DRIVE 20.17 90028'25„ (2) 20:00' C> N 19.84' - 89'31'35" . C3) 20.40' o SEE SHEET 7 90•00'OOr 40 20.00' 47.86' "J 136*32'10* PER C.O.B. STD. ST -4: --(UNLESS OTHERWISE NOTED) - RIGHT TURN ONLY R2 -1 SPEED LIMIT 20 R3-5R " E.C. END CURVE TC TOP OF CURB m w • P. I • V• C.. POINT OF INTERSECTION T.P. TOP OF PAVEMENT 0 " R8r(CA )" - BIKE LANE NOTE: OF VERTICAL CURVE F.C. FINISH CONCRETE SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT "W31(CA)" - END W /OM4 -3 MARKER N STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT otf PER CALTRANS STANDARD SPECIFICATION 8010- 21C -19. � ALL TEMPORARY STRIPING SHALL BE NON - THERMOPLASTIC, FURNISH _& INSTALL SURVEY MONUMENT PER C.D.B. - STD. ST= 43. c> "W14-2* - NO OUTLET UNLESS OTHERWISE INDICATED BY 4' 30' m I in EXISTING SURVEY MONUMENT •+ fl►C4 04 16:r W Y w W Q Z � aa, C �'I N rn 31 5; w 8N i o°'csNrn - - D cr ,: al E FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. 0 STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS a FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. DET. ST -14. w CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. + --- • S SEWER - REFER TO SEWER & STORM DRAIN PLANS a SEWER MANHOLE - REFER TO SEWER & STORM DRAIN PLANS. 0 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. ■�• •• �••� •■ �■ ...� TRACT BOUNDARY R/W UNIT BOUNDARY .. o �, z. i w W 39 W J Cam! i LJ vy4 0 p �ro to 25 +0$ 36 DRAIN 3 { � 2t3 +Oa s mm --- _`}`_ s _ I INTERSECTION � � ix " 8 SEWER 2 STA. 26 +29.35 C.L., H ATH AWAY AVE.= r� t- STA. 13 +64.85 Ca•, WARE�IAM DR. L1 38 CD w I o L.`: u- I U- flc <t Qrq w t a r• � cz Lo Lo oc ♦ +n J • ♦ am '' Q r u Oo d- co 14- 1 i 37 c V) c U) m m N cy ++ Lon ♦ CNN WAREHAM- D RI VE a a SEE SHEET 7 Q M cnn cn W2 348 344 N Q d- > d i R r.J 352��.� W C> Z JY� + d• _ N a P 24+t N Q tci HATHAWAY A,-V- (STA. 24+00.00.TO 26 +29.35) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL W v M v v <r 352 344 2 348 �f119 UN .... T 3 6N 40 Tit "'t' STREET ,'_'- � � S 6 EE SHEET 11 -' _ , C> D co 20 2a N ~� f J o d- J ko' I U- U- U- U- r I _ _ d W - i V L.1_ I. p t? p O w i.. p w J. . J J J Q c ° ° >- co �, co cw co ado I ,4 z �'.`- w W I °� t.� °o C O o }' i ;ri N r•► I }- cv o I >- r: ci i �►- r•: z wJ i + ,ri z Go a� '� �• u� ¢ r+ �t m oo aC m r+ n W o r• Oo >- ri OD i a W + + �: •#,. + C �„ + 3 + + 3 + Q r Li.. + - CS <( Q1 G W + `+ > Q p ,.. m n n rr) -� a • I I V QQw0- <[<C { V Lo I A o W cn cn I I H H Q W 1--- co R%W c- cnwzn ww i I - 3 N. 8" SEWER " fi SEWER INTERSECTION _ _ _ _ -� __ _ - S 4--__ 13 +10 S _ CD o WAREHAM DRIVE 7 8. . a d SEE , SHEET 7 J _1 J J J N Gl !i Li li li J --� J J w 2a 2a o ©I o c>i c Qu- o © w c.3�'- 30 I C) to N N [V i I Q w t 13 cc to 00 w x Lo Lo co w 1 vim �' 'vxl'cn amc~nc�n 1 2 cn En _ i w - o r 8" SEWER CN `� 8" SEWER 1 s S $ Cl INTERSECTION STA-. 10+00.00 C.L. - HATCHVILLE AVE.= 11 +00 12 +00 t - _ " �`� - _ _ - - _ 41 -i - _ - STA. 11+73.89 C.L., TONSET ST. I 18 D _ - - p _ _ p _ _ - ---+- - -STA. 17 +5fi.47 C.L., HATCHVILLE AVE.= � � � DRAIN � 4 +aa � � 15 +00 18" DRAIN � � +�a 17+00 � I STA. 10 +84.84 C.L., WAREHAM DR. 37 °c - _ _ _ _ 0 1 3 I u 3 0 4 x.111• _ . i 3 1 2 RAW R II " oo �- l �t j Q � co II w II �.- try F= rr 1 �.e.t c CC. /w) to o I o c; '°°.,,,� C w rte. o ao o M i .. .. I w a w o 15 w w w Vi CV ; �' C3 W N � N Cwj W Iyr ^ N _j w I � �`' c.� W -� -•' I ,co z i -' Z w + + + + + , j ,J + - --t - - --- - - w W f/y W CN tr i I D O Q d- `� W Li � w I t � w � N tV W -! �' > � � � wj W 36 ico © �- I ¢ r- r- 20 2a r. r- ,� 0) , w i `_' I Lo U) or N c� i C> C> I _ _ _ �°° �� -•' °w r:r� 0' 3a' m 0000 -! ��„ a �c Q I .� Ito I d' d• m m W _ I'� i`� I`- r-. ta.• CJ f 1- i- I W © to TON • STREET Ca Ca Q N N !'� rr3 �-- Q w c4? cQ !-- SEE SHEET 11 U a' ♦ ,._. R 'SfQE STREET V_ � .� • cr W • co c C, Qa I�Ow SEE SHEET 9 v ¢Q�a_ ° !s1 E! C� V) i/) C� U !'�- Fes-• H C-o- F! Z f.- U .. m (n V? W V) In m cn cn CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA (1) 20.00' 31.58' 20.17 90028'25„ (2) 20:00' 310-25 19.84' - 89'31'35" . C3) 20.40' 31.42' 20.00' 90•00'OOr 4 20.00' 47.86' 50•18' 136*32'10* HATCHVILLE AVENUE (STA. 10 +00.00 TO 17 +56.47) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 50.00 FL Lo n J • W w // U_ J 0 w ,o d- LJ S 3 .. to Rri .__,,._.... d- tw? M i LLI J J { W W W 10+00 a 11 +00 S=-O. 12 +(M LEGEND: LEGEND: LEGEND: - PROPOSED SAWCUT LIMIT LINE F.L. ABBREVIATIONS FLQWLINE P. C. V. C. POINT ON VERTICAL CURVE R1 FURNISH &INSTALL TRAFFIC SIGNS PER C.Q.B. STD. T -19: C.L. CENTERLINE B.V.C. BEGIN VERTICAL CURVE "R1 -1" - STOP W34 - STOP AHEAD ELEV. ELEVATION E.V.C. END VERTICAL CURVE FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT *R6-1"- ONE WAY "S5 -2" - END SCHOOL ZONE B.C.R. BEGIN CURB RETURN P.I. POINT OF INTERSECTION CURVE NUMBER FOR CURVE DESCRIPTION "R5-1" - DO NOT ENTER *S4 -2* - WHEN CHILDREN ARE PRESENT E.C.R. END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE ITEM OF WORK - SEE SCHEDULE *R26(CA )m - NO PARKING S4 -3 _ SCHOOL - B.C. BEGIN CURVE PCC POINT OF COMPOUND CURVATURE PER C.O.B. STD. ST -4: --(UNLESS OTHERWISE NOTED) - RIGHT TURN ONLY R2 -1 SPEED LIMIT 20 R3-5R " E.C. END CURVE TC TOP OF CURB m "R4-7" - KEEP RIGHT "R7 -9" - NO PARKING /BIKE LANE P. I • V• C.. POINT OF INTERSECTION T.P. TOP OF PAVEMENT AS APPLICABLE, TO BE PAINTED " R8r(CA )" - BIKE LANE NOTE: OF VERTICAL CURVE F.C. FINISH CONCRETE SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT "W31(CA)" - END W /OM4 -3 MARKER N STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT otf PER CALTRANS STANDARD SPECIFICATION 8010- 21C -19. "W14 -1" - DEAD END SIGN NUMBERS ARE ._FEDERAL _CODES ALL TEMPORARY STRIPING SHALL BE NON - THERMOPLASTIC, FURNISH _& INSTALL SURVEY MONUMENT PER C.D.B. - STD. ST= 43. A.C. PAVEMENT TO BE REMOVED AND DISPOSED. "W14-2* - NO OUTLET UNLESS OTHERWISE INDICATED BY m "W1 -7" - DOUBLE ARROW (CA). (CA) INDICATES CALIFORNIA in EXISTING SURVEY MONUMENT "W1 -6" - SINGLE ARROW CODES. W Y FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T -1. a "W1 -1" - CURVE ARROW "W3 -3" - SIGNAL AHEAD 5; FURNISH & INSTALL - METRO STREET NAME SIGN- PER C.G.B.. STD: T -1. - - D STORM- DRAIN - REFER T4 SEWER & STORK DRAIN PLANS - -- - FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. 0 STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS a FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. DET. ST -14. w CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. --E3) - --- • S SEWER - REFER TO SEWER & STORM DRAIN PLANS a SEWER MANHOLE - REFER TO SEWER & STORM DRAIN PLANS. 0 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. ■�• •• �••� •■ �■ ...� TRACT BOUNDARY UNIT BOUNDARY .. HATCHVILLE AVENUE (STA. 10 +00.00 TO 17 +56.47) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 50.00 FL Lo n J • W w // U_ J 0 w ,o d- LJ S 3 .. to Rri .__,,._.... d- tw? M i LLI J J { W W W 10+00 a 11 +00 S=-O. 12 +(M LEGEND: LEGEND: to - - - - - - - - - - - - PROPOSED SAWCUT LIMIT LINE TS FURNISH &- INSTALL TRAFFIC SIGNAL CONDUIT R - - - -- FURNISH & INSTALL IRRIGATION CONDUIT I FURNISH & INSTALL INTERCONNECT CONDUIT IC 3 TIR5 FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT TR3 =N0. 3 1/2 SIZE TR5=t4O. 5 SIZE TR6 -NO. &.:SIZE , 1 CURVE NUMBER FOR CURVE DESCRIPTION 1 TAPER NUMBER FOR TAPER DESCRIPTION W ITEM OF WORK - SEE SCHEDULE J CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W /3' WINGS z PER C.O.B. STD. ST -4: --(UNLESS OTHERWISE NOTED) CALTRANS TYPE IV ARROW, LEFT OR RIGHT AS APPLICABLE, TO BE PAINTED U- m 4 CALTRANS TYPE I ARROW AS APPLICABLE, TO BE PAINTED NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT otf PER CALTRANS STANDARD SPECIFICATION 8010- 21C -19. ALL TEMPORARY STRIPING SHALL BE NON - THERMOPLASTIC, A.C. PAVEMENT TO BE REMOVED AND DISPOSED. 344 Cl tri 00 .�. cp to n u > W > LLj C) ONO, d' >; > W L [ [ ♦ `� ,y ♦, Lq 00 LAJ Z LL > W -j po -J Z W> W N W W U- W Y , t I � � w ww �► m +�- U- w W M, tt) -! r, W LAJ ._. r, M goo m U N N i �i U c/! i cx M E -� • ,,�r APPR XMATE ISTING c. F �r - v c <t 0 .¢ oar a„ € GRQII D. LINE . . C.� cn- _. v cl V) .z 0 m V) w m V? _ C-0 in Z o - _ -..- 1`'- - w -Ep- -R - 25� o R i S- 0.51JV �'� =• 0.70 9 3 jg Q 3 --- X344 +a} t!i co a � j i � � � � z a It 00 C" :_.w= +,,.,.,a...... __- ....,«._.,..- ...+.•...,_,. ....... ... m.2...:.•,. w-......«:...:- b•.,.;... ««..:...,.:o.......,......:w«. w.,+. ,.......,...,.•..w..,..:...:a. ..,,.,... .,.,,....,,...,.,.......a..... ............`. .d....•......«......,,...d.,... a,....... ....... ,,..:. R,-,.•. M.,. :.- .+.,...n,.•.w- v...w+...... _,. ....}+.a.,c --., -. -^* •.. ^"°'°",. .07 4f FF S5 1 ESA }' i �Lwi W W W 1 4 J J W W �,� I�.. _�� i .A ,� .r a <1 .p 14+00 15 +00` 16 +W t7 +00 CONSTRUC11ON NOTES: NOTES. 1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.C.B. STD ST -1 1. SEE SENDER AND STORM ' DRAIN PLANS FOR STORM DRAIN PLANS AND DETAILS. 2 CONSTRUCT 4.5 COMBINATION SIDEWALK., PER C.O.B.. STD ST-3, 2. LOCAL STREETS -- PAVEMENT TO BE 0.20* TYPE "B" A.C. OVER 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 957o RELATIVE DENSITY PER C.4.B• STD. ST -9. CONSTRUCT 12' WIDE CROSS GUTTER PER C.Q.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, L.. UNLESS NOTED., OTHERWISE. GUTTER LIP TO A DEPTH OF 12 . 4. RAISE EXISTING SEWER MANHOLES TO FINISHED GRADE. SAWCUT EXISTING E.P. 1 BACK OR AS DIRECTED BY CITY ENGINEER INSTALL W -31 (CAS 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. ---- -- -- PAINT 12 LIMIT LINE USING THERMOPLASTIC PAINT PER 2 7 NS STANDARD SPECIFICATION 8010- 21C -19• SHEET WHERE- sECTrOH IS SHOW CALTRA 8 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. 1 Q REMOVE AND DISPOSE OF EXISTING A.C. PAVEMENT. PAINT DETAIL 22 (DOUBLE - YELLOW) STRIPING USING PAINT PER 16 -'( "0114 11 CAL TR ANS 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 UO rr D IS TO GO FROM FLOWLINE TO FLQWLINE.t r,rt CONSTRUCT TYPE M MEDIAN CURB WITH 1 O REVEAL : �� W" 6 13 PER C.C.B. STD. ST-2 (REVISED 6-2-99). C> Q N C z W. W Z 5 Z W _J .;U s z. 5= W cul Q . J 1� • _ � s l M to W O Z W Q o J W rC47 J z > S U- m 4 Q otf ago w Z m U) in 0 �a U< W Y a w 5; F C=i • _ � s l M to W Z W Q J W � J z > S U- 00 otf ago w Z U) �a U< >m 5; F Q a w x a x w W W J to ix r� t- d- CN L1 CD W Lo. I I �75g W Z W Q J � J z > S U- otf ago w Z �a U< >m F Q a x a x W Lo. I I �75g M Po L V � F- C.7� Lki W Q t= �w w M -cr Z �. Q � � © nr W ~ r<, M 0 V W F— Z 2 W to W W W 1- �� z 348 344 348 m PROPOSED BLOCK WALL SEE-WALL-PLANS ` t U"N 3 III CURVE TABLE CURVE RADIUS .LENGTH TANGENT DELTA ,1 20.00' 31.23' 19.82' 89'28'13" (2) 20.00 31.98' 20.58' 91'3417" (3) 20.00' 31.42' 20.00' 90'00'00"- - 4 20.00' 31.58' 20.17' 90'28'25" 20.0 — 6 31.25" 19.84' 89'31135" BEGIN CURB RETURN P.I. POINT OF INTERSECTION 20:00' 31:60' 20:19' 90'31'47" E.C.R. END -CURB RETURN P.R. C. POINT rOF REVERSE . CURVATURE 304!87 . 19.46' 88'25943" ® 30.00' 46.85' 1 29.72' 89' '14" 09 30.00' 47.40' 1 30.28' 90'31146" a z PROVINICETOWN A (STA. 10 +00.00 TO 23 +52.06) SCALE: i" = 50' HORIZONTAL 7" = 5' VERTICAL Ni\ - - T I'- N � Qa c-� ccnn c~n VENUE 50.00 FT. A- A -.2. 50.00 FT. CC CATCH BASIN NO. 19 UND N PILMM ' HEIGHTS DRIVE SEE SHEET 10 A.C. PAVEMENT TO BE REMOVED, AND DISPOSED. CONSTRUCTION NOTES. 1 CONSTRUCT TYPE "B" CURB & CUTTER PER C.O.B. STD ST -1 2 CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 (3)CONSTRUCT 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. COMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND GUTTER LIP TO A DEPTH OF 12 ". 5 SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER INSTALL W -31 CA} SIGN WITH OM4- -3 MARKER AT UNIT BOUNDARY OF TRACT IF A JACENT UNIT IS NOT CONSTRUCTED AT THE SAME TIME...REMOVE AND SALVAGE SIGN WITH CONSTRUCTION.. OF ADJACENT UNIT. PAINT 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 CALTRAN-S STANDARD PLAN 1 A73C WITH W-31(CA) SIGN WITH OM4 -3 MARKER. BARRICADE IS TO GO FROM FLOWLINE TO FLOWLINE. CONSTRUCT TYPE "M' MEDIAN CURB WITH 10" REVEAL 13 PER C.O.B. STD. ST-2 REVISED 6-2-99). NO S. 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.E 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. SECTION DESIGNATION: SECTION LE4tK -- SHEET WHERE SECTION IS SH�� ill �Q � W U= O� m7 � J CLFL�w r w J � c> C� Q C*4 cj Lo 00 N F-- F- cn cn i I 119 1 1g 30 344 _w 3". I'l *016 aw/v Ut4 iT 0 tv,11 L arty: r i �i :. nY�� jo m z LLI W z C� w w {li z. Q LEGEND* LEGEND: (CONT.) M {i'3 LEGEND: (CONT.1 tfi ABBREVIATIONS R1 — — — — — — — — — — — — PROPOSED SAWCUT LIMIT LINE f . L. f�-C - E P.O. V.C. POINT d VERTICAL CURVE � FURNISH &INSTALL TRAFFIC SIGNS PER C.0.6. STD. T -19: C.L. CENTERLINE B.V.G. BEGIN, -: VERTICAL CURVE " - " "W3 -1" — STOP AHEAD R1 -1 —STOP TS FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT ELEV. ELEVATION E.V.C. END VERTICAL CURVE �R6- -1 � ONE WAY #55 -2� -END SCHOOL ZONE IR FURNISH &INSTALL IRRIGATION CONDUIT B.Q.R. BEGIN CURB RETURN P.I. POINT OF INTERSECTION F- 0 R5 -1 — DO NOT ENTER S4 -2 — WHEN CHILDREN ARE PRESENT E.C.R. END -CURB RETURN P.R. C. POINT rOF REVERSE . CURVATURE 1OR26(CA)" : - NO' PARKING "S4 =3* — SCHOOL Ic FURNISH & INSTAL INTERCONNECT . CONDUIT B.C. BEGIN CURVE PCC POINT OF COMPOUND CURVATURE "R3 -5R" — RIGHT TURN ONLY R2-1 — SPEED LIMIT 20 Tg5 �� E.C. END CURVE TC TOP OF CURB "R� 7" —KEEP RIGHT "R7 -9" — NO PARKING�BIKE LANE —�3 FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT P.I.V.C. POINT OF INTERSECTION T.P.: TOP OF PAVEMENT BIKE LANE TR3 =N0. 3 1/2 SIZE _TR5 =N0. 5 _SIZE . TR6 —NO. r6 SIZE .. OF VERTICAL CURVE F.C. FINISH CONCRETE of "W31 (CA )" —END W/OM4 -3 MARKER NOTE: "W14 -1" — DEAD END SIGN NUMBERS ARE FEDERAL CODES 1 NUMB FOR DESCRIPTION - FURNISht t INSTALL ;SURVEY MC} t ENT PER C.O.B_ ST[ . ST -13. "Wt4 -2" -- NO OUTLET UNLESS OTHERWISE INDICATED BY "W1 -7" — DOUBLE ARROW {CA }. (CA} INDICATES CALIFORNIA 1 TAPER NUMBER FOR TAPER DESCRIPTION _ :? EXISTING SURVEY MONUMENT "W1 -6" — SINGLE ARROW CODES. Qm <-) — "W1 -1" CURVE ARROW <W U ITEM OF WORWORK -- .. SEE SCHEDULE FURNISH &INSTALL STREET -NAME SIGN PER C.O.B. STD. T- -1. "W3 -3" -- SIGNAL AHEAD CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/31 WINGS FURNISH & INSTALL METRO STREET NAME. SIGN PER C.03. STD, T -1. - - a STORM DRAIN - REFER_ TO SEWER . & STORM DRAIN. PLANS r 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 U CD tV . AS APPLICABLE TO BE PAINTED —— FURNISH & INSTALL STREET LIGHT -9504 LUMEN PER C.O.B. STD. DET. ST -14. CATCH BASIN — REFER TO SEWER & STORM DRAIN PLANS. _ =Z�G= CALTRANS TYPE I ARROW ----- • s SEWER — REFER TO SEWER & STORM DRAIN PLANS AS APPLICABLE, TO BE PAINTED G SEWER MANHOLE — REFER TO SEWER & STORM DRAIN PLANS. NOTE: C T- >< SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT 0 SEWER CLEANOUT — REFER TO SEWER & STORM DRAIN PLANS. STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT z N (n cif PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. .� �■ ■�� *�■� TRACT BOUNDARY o cf'. <D' ALL- TEMPORARY STRIPING SHALL BE - NON -- THERMOPLASTIC. --- --- - - -� -- UNIT BOUNDARY I,J f A.C. PAVEMENT TO BE REMOVED, AND DISPOSED. CONSTRUCTION NOTES. 1 CONSTRUCT TYPE "B" CURB & CUTTER PER C.O.B. STD ST -1 2 CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 (3)CONSTRUCT 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. COMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND GUTTER LIP TO A DEPTH OF 12 ". 5 SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER INSTALL W -31 CA} SIGN WITH OM4- -3 MARKER AT UNIT BOUNDARY OF TRACT IF A JACENT UNIT IS NOT CONSTRUCTED AT THE SAME TIME...REMOVE AND SALVAGE SIGN WITH CONSTRUCTION.. OF ADJACENT UNIT. PAINT 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 CALTRAN-S STANDARD PLAN 1 A73C WITH W-31(CA) SIGN WITH OM4 -3 MARKER. BARRICADE IS TO GO FROM FLOWLINE TO FLOWLINE. CONSTRUCT TYPE "M' MEDIAN CURB WITH 10" REVEAL 13 PER C.O.B. STD. ST-2 REVISED 6-2-99). NO S. 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.E 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. SECTION DESIGNATION: SECTION LE4tK -- SHEET WHERE SECTION IS SH�� ill �Q � W U= O� m7 � J CLFL�w r w J � c> C� Q C*4 cj Lo 00 N F-- F- cn cn i I 119 1 1g 30 344 _w 3". I'l *016 aw/v Ut4 iT 0 tv,11 L arty: r i �i :. nY�� jo m z LLI W z C� w w {li z. Q M {f3 :m tf'I M {i'3 = t!'3 tfi ui z F- 0 Ul of :z Q ,-.-. :? Qm <-) <W U 0Yf- YQ U CD tV U _ =Z�G= W C T- >< U] z N (n cif o cf'. <D' V I,J f V z Of W U z Cj U W w LUG! �U+. Q. W o. CL W. CL Q. W z -v W Cn (n c n - >; 5; 5 W W W W W W Q ©C3Q N C N CV N UO CD to C) (o STA. 9 +60.77 C.L., 5.00LT.= ! STA. 9 +10 .70 F.L. LT. - - - - ---- - - - - - STA. 9 +49.22, F.L. RT. ! NORMAL F.L. ELEV. 344:54. ! 12' DEPRESSED F.L. ELEV. 344.37 ° _i J J � W Ci? I C� U- W I 0 ti w I L.t_ i,,.: U- ^" w A' r. Nn w r Ci w w I w " J . -i • • - C�i CO 00 V) a Q �-- H t-- W i__ 1- !- I-- + y+ 1 � ++� + � V) i � m +� � V) (n � V) V) v) C> -C> O 0 .- Ca CCD m W � Q v- 16 �� L �I- n n ll n `n 15 13 1 2x - F- w n 352 344 - R1 tl a rs R�/W iR "R6 -1" - ONE WAY "S5 -2" - END SCHOOL ZONE is iL C) 123 IR5 rg6 I-- -1 CK W __j O J � J -, 4 "R81 (CA )" - BIKE LANE 47.66' e- 136'32'10" J -1 ............ 35.00' C7 C)'' r.,, c¢p W = "W1 -6" - SINGLE ARROW CODES. r a U") to ¢ - - a STORM DRAIN - REFER TO SEINER & STORM DRAIN PLANS 0 STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS 7 w ---- - S (n V) G SEWER MANHOLE - REFER TO SEWER & STORM DRAIN PLANS. 20.00' SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. 19.99' 89'58' 53'" z 2 C> fU Q ' N �, ..J U �- U HATC14VILLE J# „ a C) tt z r- -C3 °• o �-: z _ v AVENUE o oO. C> z lu It t.? tt c o� ♦ /n+� �'�rr�//��: V iii � �d/� -rye � '�! SEE SHEET 5 _ 0 -�- v q � � • ��. CAPE COE 1--i C) •. AVENUE > v m _ z _ L. J � 4 ° O - m a 0 O0 to 0 I � -1 M > r Q -J Ii Lu 0 cn cn U) ♦ p La w m O C4 m 40 a 0 U to 0 V? to C3� Q Q c! t! - .er 0 • vc..ivz I r - �[7 N N Qcn N N W • ti J ° z Cf3 Q - N w Q Cis cr) C? C3 Of f_ a-, - . W w 30 30 W W �' C4 U- W O- m N N ©�ci ? urn NN 36 C3 I ` w 1000, f w J LJ.. w OD LL " 00 l - - [ U + + �- �- to - i.L w N m ++ N N LL 15' DRAINAGE EASEMENT LL "' 1 �- � c, Q .. .. - z I ¢ } . YI 'J r �- I W TO BE DEDICATED ` PER TRACT 6758 -UNIT 1 w , n �� co N I .. 5 � -,.., C3 w cn cn U c 0 o w cn cn z © ° R/W c-� < cn cn z ��- < cn cn 2 ;.� r , i >- <C N89 *31-'12"W 3 i ° p I -:- ♦Lj�„� y' -� I o I Q LO r 3 C> + t� Q rry + ,r- �- cD tD OD U �-- p (0 O rry Q Cp W 6" 3 W r., r% w . ! s " 11 +CO C> 0 1.8" DRAIN 8" SEWER S , ° ' W > '� LO V_ N 008 48 E 84.84 _ + - - ____14.40,2$ + W > ua 28�_ _ 00 00 (} CATCH BASIN NO 16 520'25'41 "E 2 7 RAD 2 42" pR- DRAW 4 n V _ D 12 +04 - a 6 � 36" DRAIN ° _ OQ V_ - - STA. 9 +60.77 C.L., 5.00LT.= ! STA. 9 +10 .70 F.L. LT. - - - - ---- - - - - - STA. 9 +49.22, F.L. RT. ! NORMAL F.L. ELEV. 344:54. ! 12' DEPRESSED F.L. ELEV. 344.37 ° _i J J � W Ci? I C� U- W I 0 ti w I L.t_ i,,.: U- ^" w A' r. Nn w r Ci w w I w " J . -i • • - C�i CO 00 V) a Q �-- H t-- W i__ 1- !- I-- + y+ 1 � ++� + � V) i � m +� � V) (n � V) V) v) C> -C> O 0 .- Ca CCD m W � Q v- 16 �� L �I- n n ll n `n 15 13 1 2x - F- w n 352 344 5 S fi SEWER SEWER fi SEIIIR - - �� - � ": - � - - -�-- -- - - --- . -�- � _ + �� N00'28'4$ 'E _ 338.69' 18+00 _ - � � +40 - i 3 +0� ° 14 +a0 N00728 48 E 221.33 15 +00 7 +00 8 3 I r4 • 2 U j II, Q N {I H J -! J J tL tz W t.�. tA_ U r t`► Q d I w N n n I f' w r w Q w � - N r M = M U d. � � + LO w •• w w Y 00� • I cCftf�i 41 ° c.v ci I d w ter' �r ° as I ° Q a I ° "� cc O V m + + C-� i i c~/i C� V c j ' + + • ■ 0 LO U d= Cn W V_ W tD N C] if . cn + + <t ,2 Q t? << l- Mup w I -� ZV N 0 cn cn iii V) U3 <t > c W DRIVE 'i 8 I 1! • 3 / 1 ti x� •�,,� 4 2 I It 6.34116 LL_ LA_ © �. I w r LL_ o I •�, /y!�',gI`A,/ 00 p w I •► _ I •• I _i► I v� •C N �` 'd' v' . ef- Q' C) + t� /� I C) W QD co w co �` � co W 00 U C3 20' 2Q' 04 ,Q j ° Q to rn „� M I 0' 30 _ w ° F;- 1 00 0 ° Fes- Li - I- i--- lw �: I . - 1 J � cn cn m co c� Ln Ln c cn cn �' cn N I t �, + + AS'HINTULLY Ij L' o v- � °� AVENUE cj < QQ SEE SFtEET 8' N � c� c cn m cn cn 4- + co co U HH W cn cn I c-,- A -i n E nn nn Tn I n � 0 A Q 71 50.00 FT. 352 50.00 FT. LEGEND: ABBREVIATION- F.L. FLOWLINE P. 0. V. C. POINT ON VERTICAL CURVE C.L. CENTERLINE S.V.C. BEGIN VERTICAL CURVE ELEV. ELEVATION E.V.C. END VERTICAL CURVE B.C.R. BEGIN CURB RETURN P.I. POINT OF INTERSECTION E.C.R. END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE B.C. BEGIN CURVE PCC POINT OF COMPOUND CURVATURE E.C. END CURVE TC TOP OF CURB P.I.V.C. POINT OF INTERSECTION T.P. TOP OF PAVEMENT OF VERTICAL CURVE F.C. FINISH CONCRETE FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. t 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. . ED FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. DET. ST -14. LEGEND, CONT. - R1 It rs R�/W iR "R6 -1" - ONE WAY "S5 -2" - END SCHOOL ZONE is iL C) 123 IR5 rg6 ♦ J C) U- �- -, OTAPER "R81 (CA )" - BIKE LANE 47.66' e- 136'32'10" J -1 ............ 35.00' Q Cfl C.� l'-• + + 7► N "W1 -6" - SINGLE ARROW CODES. r a U") to ¢ - - a STORM DRAIN - REFER TO SEINER & STORM DRAIN PLANS 0 STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS 7 CATCH BASIN - REFER. TO SEWER & .STORM DRAIN PLANS. ---- - S (n V) G SEWER MANHOLE - REFER TO SEWER & STORM DRAIN PLANS. 5 S fi SEWER SEWER fi SEIIIR - - �� - � ": - � - - -�-- -- - - --- . -�- � _ + �� N00'28'4$ 'E _ 338.69' 18+00 _ - � � +40 - i 3 +0� ° 14 +a0 N00728 48 E 221.33 15 +00 7 +00 8 3 I r4 • 2 U j II, Q N {I H J -! J J tL tz W t.�. tA_ U r t`► Q d I w N n n I f' w r w Q w � - N r M = M U d. � � + LO w •• w w Y 00� • I cCftf�i 41 ° c.v ci I d w ter' �r ° as I ° Q a I ° "� cc O V m + + C-� i i c~/i C� V c j ' + + • ■ 0 LO U d= Cn W V_ W tD N C] if . cn + + <t ,2 Q t? << l- Mup w I -� ZV N 0 cn cn iii V) U3 <t > c W DRIVE 'i 8 I 1! • 3 / 1 ti x� •�,,� 4 2 I It 6.34116 LL_ LA_ © �. I w r LL_ o I •�, /y!�',gI`A,/ 00 p w I •► _ I •• I _i► I v� •C N �` 'd' v' . ef- Q' C) + t� /� I C) W QD co w co �` � co W 00 U C3 20' 2Q' 04 ,Q j ° Q to rn „� M I 0' 30 _ w ° F;- 1 00 0 ° Fes- Li - I- i--- lw �: I . - 1 J � cn cn m co c� Ln Ln c cn cn �' cn N I t �, + + AS'HINTULLY Ij L' o v- � °� AVENUE cj < QQ SEE SFtEET 8' N � c� c cn m cn cn 4- + co co U HH W cn cn I c-,- A -i n E nn nn Tn I n � 0 A Q 71 50.00 FT. 352 50.00 FT. LEGEND: ABBREVIATION- F.L. FLOWLINE P. 0. V. C. POINT ON VERTICAL CURVE C.L. CENTERLINE S.V.C. BEGIN VERTICAL CURVE ELEV. ELEVATION E.V.C. END VERTICAL CURVE B.C.R. BEGIN CURB RETURN P.I. POINT OF INTERSECTION E.C.R. END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE B.C. BEGIN CURVE PCC POINT OF COMPOUND CURVATURE E.C. END CURVE TC TOP OF CURB P.I.V.C. POINT OF INTERSECTION T.P. TOP OF PAVEMENT OF VERTICAL CURVE F.C. FINISH CONCRETE FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. t 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. . ED FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. DET. ST -14. LEGEND, CONT. CURVE R1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: rs "R1 -1" - STOP "W3 -1" - STOP AHEAD iR "R6 -1" - ONE WAY "S5 -2" - END SCHOOL ZONE is "R5-1" - DO NOT ENTER "S4 -2" - WHEN CHILDREN ARE PRESENT 123 IR5 rg6 UN T 1 "R3 -5R "' - RIGHT TURN ONLY "R2 -1" - SPEED LIMIT 20 O "R4 -7" - KEEP RIGHT "R7 -9" - NO PARKING/BIKE LANE OTAPER "R81 (CA )" - BIKE LANE 47.66' *W31(CA)m - END W %OM4 -3 MARKER NOTE: 136'32'10" W14 -1 - DEAD END -SIGN NUMBERS ARE FEDERAL CODES ............ 35.00' "W14 -2" - NO OUTLET UNLESS OTHERWISE INDICATED BY 4.01' "W1 -7" - DOUBLE ARROW (CA). (CA) INDICATES CALIFORNIA 5 "W1 -6" - SINGLE ARROW CODES. n tt- � "W3 -3" - SIGNAL AHEAD. - - a STORM DRAIN - REFER TO SEINER & STORM DRAIN PLANS 0 STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS 7 CATCH BASIN - REFER. TO SEWER & .STORM DRAIN PLANS. ---- - S SEWER - REFER TO SEVER & STORM DRAIN PLANS G SEWER MANHOLE - REFER TO SEWER & STORM DRAIN PLANS. 20.00' SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. 19.99' 89'58' 53'" z 2 C> ono'? U U V m a C) tt z r- HATHAWAY o tt. �- z lu It t.? tt c CAPE COE 1--i II AVENUE > v m _ z w J ra 4 ° AVENUE SEE SHEET M SEE SHEET 5 0 ° _ r Q Lu 0 cn cn U) ♦ p 201 20'11 m O C4 m a 0 0 0 0 - • vc..ivz Of 0!: a-, - . W w 30 30 W W w J • W W •�/l ti V- C3 I ` w w J LJ.. w ., J LL " IL l - - _j �. LA_ - W cn - i.L w V•' LL. w LL LL "' V Id_ n` � ,J . - w 0000 r .. .. ... ' -:- Q I 0006 } j}�w : '._' YI 'J r �- I W >- w , n �� co N I .. U LZ r z -p � -,.., C3 , �' .o Q �� r 'n { .... >-- o d- Y . C I V_ _ � n + �`' C� w }- , ... �rw r Q ;.� r , i >- <C d- i ° p I -:- ♦Lj�„� y' -� I o I Q LO 0(nCD Q C> + t� Q rry + ,r- �- cD tD OD U �-- p (0 O rry Q Cp W - r- " _ `- Q W r., r% C" O L6 C> 0 5 + * d" V'- W > '� LO V_ W + tf) r '.:.� + W > ua tt3 ,� W csa 00 00 n n V _ 00 OQ V_ oa o0 s- co + + n r� `+�„ 'y+„ �- �- .a Q � ' -+ ,n c, - r o Q o co I - r- . I 0 U to I cn I cn „�� ,� I cn z „� ,Q c cn cn cn oac �`-- I cn I V) c� m cn cn I m t~nc! f 6 w cn � C� ttlt? c� En tn R/W 6341V5 ,. f 5 S fi SEWER SEWER fi SEIIIR - - �� - � ": - � - - -�-- -- - - --- . -�- � _ + �� N00'28'4$ 'E _ 338.69' 18+00 _ - � � +40 - i 3 +0� ° 14 +a0 N00728 48 E 221.33 15 +00 7 +00 8 3 I r4 • 2 U j II, Q N {I H J -! J J tL tz W t.�. tA_ U r t`► Q d I w N n n I f' w r w Q w � - N r M = M U d. � � + LO w •• w w Y 00� • I cCftf�i 41 ° c.v ci I d w ter' �r ° as I ° Q a I ° "� cc O V m + + C-� i i c~/i C� V c j ' + + • ■ 0 LO U d= Cn W V_ W tD N C] if . cn + + <t ,2 Q t? << l- Mup w I -� ZV N 0 cn cn iii V) U3 <t > c W DRIVE 'i 8 I 1! • 3 / 1 ti x� •�,,� 4 2 I It 6.34116 LL_ LA_ © �. I w r LL_ o I •�, /y!�',gI`A,/ 00 p w I •► _ I •• I _i► I v� •C N �` 'd' v' . ef- Q' C) + t� /� I C) W QD co w co �` � co W 00 U C3 20' 2Q' 04 ,Q j ° Q to rn „� M I 0' 30 _ w ° F;- 1 00 0 ° Fes- Li - I- i--- lw �: I . - 1 J � cn cn m co c� Ln Ln c cn cn �' cn N I t �, + + AS'HINTULLY Ij L' o v- � °� AVENUE cj < QQ SEE SFtEET 8' N � c� c cn m cn cn 4- + co co U HH W cn cn I c-,- A -i n E nn nn Tn I n � 0 A Q 71 50.00 FT. 352 50.00 FT. LEGEND: ABBREVIATION- F.L. FLOWLINE P. 0. V. C. POINT ON VERTICAL CURVE C.L. CENTERLINE S.V.C. BEGIN VERTICAL CURVE ELEV. ELEVATION E.V.C. END VERTICAL CURVE B.C.R. BEGIN CURB RETURN P.I. POINT OF INTERSECTION E.C.R. END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE B.C. BEGIN CURVE PCC POINT OF COMPOUND CURVATURE E.C. END CURVE TC TOP OF CURB P.I.V.C. POINT OF INTERSECTION T.P. TOP OF PAVEMENT OF VERTICAL CURVE F.C. FINISH CONCRETE FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. t 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. . ED FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. DET. ST -14. LEGEND, CONT. CURVE R1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: rs "R1 -1" - STOP "W3 -1" - STOP AHEAD iR "R6 -1" - ONE WAY "S5 -2" - END SCHOOL ZONE is "R5-1" - DO NOT ENTER "S4 -2" - WHEN CHILDREN ARE PRESENT 123 IR5 rg6 "R26(CA )" - NO PARKING "S4 -3" - SCHOOL 42.00' "R3 -5R "' - RIGHT TURN ONLY "R2 -1" - SPEED LIMIT 20 O "R4 -7" - KEEP RIGHT "R7 -9" - NO PARKING/BIKE LANE OTAPER "R81 (CA )" - BIKE LANE 47.66' *W31(CA)m - END W %OM4 -3 MARKER NOTE: 136'32'10" W14 -1 - DEAD END -SIGN NUMBERS ARE FEDERAL CODES ............ 35.00' "W14 -2" - NO OUTLET UNLESS OTHERWISE INDICATED BY 4.01' "W1 -7" - DOUBLE ARROW (CA). (CA) INDICATES CALIFORNIA 5 "W1 -6" - SINGLE ARROW CODES. n "W1 -1" - CURVE ARROW � "W3 -3" - SIGNAL AHEAD. - - a STORM DRAIN - REFER TO SEINER & STORM DRAIN PLANS 0 STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS 7 CATCH BASIN - REFER. TO SEWER & .STORM DRAIN PLANS. ---- - S SEWER - REFER TO SEVER & STORM DRAIN PLANS G SEWER MANHOLE - REFER TO SEWER & STORM DRAIN PLANS. 20.00' SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. �► ....�� m . TRACT BOUNDARY .... .. m UNIT BOUNDARY LEGEND: (CONY.) CURVE - - - - - - - - - - - - PROPOSED- S{tWGUT LIMIT UNE rs FURNISH 8t INSTALL TRAFFIC SIGNAL CONDUIT iR FURNISH &INSTALL IRRIGATION CONDUIT is FURNISH 8c INSTALL INTERCONNECT CONDUIT 123 IR5 rg6 FURNISH &INSTALL SPLICE BOX FOR INTERCONNECT 42.00' TR3 =N0. 3 1/2 SIZE TR5 =N0. 5 SIZE TR6 =N0. 6 SIZE O CURVE NUMBER FOR CURVE DESCRIPTION OTAPER NUMBER FOR TAPER DESCRIPTION 47.66' ITEM OF WORK -SEE SCHEDULE 136'32'10" CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W /3s WINGS ............ 35.00' PER C.Q.B. STD. ST -4. (UNLESS OTHERWISE NOTED) 4.01' CALTRANS TYPE IV ARROW, LEFT OR RIGHT TO BE PAINTED 5 AS APPLICABLE, n CALTRANS TYPE I ARROW � AS APPLICABLE, TO BE PAINTED 20.00' rtarE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT 19.84' STRIPING &PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT 7 PER CALTRANS STANDARD SPECIFICATION 8010- 21C -19. 31.42' ALL TEMPORARY STRIPING SHALL BE NON - THERMOPLASTIC. A.C. PAVEMENT TO BE REMOVED AND DISPOSED. ca W W ..J U- N 352 00 Q I- 348 344 QONSTRUCTION N 1 CONSTRUCT TYPE "B" CURB & CUTTER PER C.O.B. STD ST -1 CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST -3 CONSTRUCT HAND=ICAP 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. 4 COMPACT SUBGRADE TO 957 OF MAX. TO 12" BEYOND GUTTER LIP TO A DEPTH OF 12 ". 5 SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER INSTALL W -31 (CA) SIGN. WITH OM4 -3 .MARKER AT UNIT BOUNDARY OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED AT THE SAME TIME. REMOVE AND SALVA GE SIGN WITH CONSTRUCTION OF ADJACENT UNIT. PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS .STANDARD SPECIFICATION 801.0- 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. PAINT DETAIL 22 (DOUBLE - YELLOW) STRIPING USING PAINT PER 11 CALTRANS STANDARD SPECIFICATION 8010-21C-19. INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN 1� A73C WITH W- 31(OA) SIGN WITH OM4 -3 MARKER. BARRICADE IS TO GO FROM FLOWLINE TO FLOWLINE. CONSTRUCT TYPE "M' MEDIAN CURB WITH 10 REVEAL 13 PER C.O.B. STD. ST -2 (REVISED 6- 2 -99}. CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 1 42.00' 115.77' 215.41' 157'56104" 2 42.00' 60.23' 36.61' 82 *OV45" 3 20.00 47.66' 50.18' 136'32'10" 4 ............ 35.00' 7.99' 4.01' 1.370514'.' 5 20.00' 31.58' 20.1 T 90'2625" fi 20.00' 31.25' 19.84' 89'31'35 7 20.00' 31.42' 20.01' 90.01'07" 4c to 20.00' 31.41' 19.99' 89'58' 53'" 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. OVEf 0.40' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -3. 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. SECTION D SI TION: SECTION LETTER Eno A 2 SHEET WHERE SECTION IS SHOWN lo -.to --if U t4 fT I OV L 0) 0 n I--- 0 0 z 00 z I w 00 w �. W CO o ( .� W Y Q M I N (f)UU) 0 � c CV 0 I o z z t,j .W o � Z o 4c to �s z 2 C> ono'? U U V m a C) w Y z r- o i c3 �- W I m W � r IL 0 -75C (f)UU) c �- I z W .W W � Z o 4c to �s z 2 C> ono'? U U V C) z r- : x �- z lu t.? c W I m W � r IL 0 -75C (f)UU) c �- I z W .W W � Z o 4c to z 2 C> ono'? U U V C) z r- : x �- z lu t.? c ui > v m w d W. ra ry M OR 4r. cv r U Lu 0 cn cn U) m m m a 0 0 0 0 vc..ivz Of 0!: a-, W W W W C3 W cn W cn W cn W cn 3 W CL W CC W CC -W cy- w a NOON LO 0(nCD C) aa� W I m W � r IL 0 -75C c Z o 4c to z 2 C> C) � r- x �- z lu t.? c ui d W. ra OR o 0 Lu 0 J O a W I m W � r IL 0 -75C • cr __j UN T 1 Zw UR 49 WAREHAM DRIVE 00 c� Ic> SEE SHEET 7 C:) I I C) 27 1 20 20 UQ CD # rt C> _;zz: - .- cq-----..c4 30 301 10 C> r-- w m C> IV- - P La (,> U. >fz - - ui lu_tj - a w 000 U- w 00 U) Im + C) tn + <0m C) C) F:= C) C, Izo 0; cr* m 4v (A + C:) 0 C) CE1 57< M Q C) ++ M mow + + INt (f) U) C c> F- + z to OC < UN T f LIC La U) En 1 W V) V) C=0 V) 28 c) rn 10.1 S,89*30i05'*E 140.03 1 +00 - EXISTING STREET T MEN TS C1 8" SEWER PER TRACT 6491 C-41 5 3 7 29 R/W r C> TEMP. TURN AROUND EASEMENT C> C> PER DOC. NO. 0286255084 00 1:* - 41 TO BE ABANDONED UPON' cn 00 SN *1 -4 RECORDATION OF ANAL MAP. u- => C> w < CD m U) * * ° C> _ c> =1 W M. *Id+ + m. w ++ C) 30 WAREHAM DRIVE a . V A- SEE SHEET 7 U In cn A IN Y AV (STA. 10+00.00 TO 11+40.03) SCALE: 1" = 50' HORIZONTAL 1 = 5' VERTICAL Z 04 00 (a uj qq- 3: > Acc 00 m Li 0) W _j c6 m W _j W:=k LL: LLJ 0) C) ,LjLJ I cv) as C) 352 _5(b - W2 + c> =3 -Irv- 4__ L U1 Art-r%Vik /Vlr- IGROUND CENTS LINE 4-- S=_ .51 A S=-0.25o =-0.26 EXISTING STREET !OPOSED 4ORTH FLOWLINE ;„ co IMPROVEMENTS PER TRACT 6491 %344 >► ui w ui __j Z-1 _1 W uj 10+00-14* 11+00 104-00< © .0 :11:z19 LEGEND: 00 LENGTH TANGENT tp 2 20.06 F.L. FLOWLINE P.G.V.C. PONT ON VERTICAL CURVE R1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: C.L. CENTERLINE B.V.C. BEGIN VERTICAL CURVE. _j co ELEV. uj 31.42' "R6-1*- ONE WAY '*S5-2* END SCHOOL ZONE B.C.R. li < '*R5-1 DO NOT ENTER '0_S4-2* MEN CHILDREN ARE PRESENT E.C.R. C! c> 352 T BEGIN CURVE PCC POINT OF COMPOUND CURVATURE M "R3-5R" - RIGHT TURN ONLY '*R2-1" - SPED LIMIT 20 C> END CURVE TC TOP OF CURB I t tAt:jf IND CENTS `1 I [rib .-.Mr. e. LINE POINT OF INTERSECTION T.P. TOP OF PAVEMENT CAPE COD M + IGR 348 1#W31(CA)* END W/OM4-3 MARKER NOTE: 1 S=-0.25va S=0_ 51% *WI4-1* DEAD END SIGN NUMBERS ARE FEDERAL CODES "V14 AVENUE C.O.B. STD. C) -2" NO OUTLET UNLESS OTHERWISE INDICATED BY 20t 1] 20 Lij C) C4 _j 0:: C) 344�- *Wl-6* SINGLE ARROW CODES. >: >: r FURNISH & INSTALL STREET NAME SIGN PER C.'O.B. STD. T-1. Lq uj j _j 20 20 FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD.-T-1. w uj -<D- 104-00< © .0 :11:z19 11+00 TH 3522 3m �,-0-25% EXISTING STREET IMPROVEMENTS PER TRACT 6491 344 LEGEND: LEGEND: CON T. LENGTH TANGENT L S INI T" 2 20.06 F.L. FLOWLINE P.G.V.C. PONT ON VERTICAL CURVE R1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: C.L. CENTERLINE B.V.C. BEGIN VERTICAL CURVE. 20.01 `Rf-l* -STOP "W3-1* STOP AHEAD' ELEV. uj 31.42' "R6-1*- ONE WAY '*S5-2* END SCHOOL ZONE B.C.R. li < '*R5-1 DO NOT ENTER '0_S4-2* MEN CHILDREN ARE PRESENT E.C.R. C! W m T BEGIN CURVE PCC POINT OF COMPOUND CURVATURE M "R3-5R" - RIGHT TURN ONLY '*R2-1" - SPED LIMIT 20 AVENUE END CURVE TC TOP OF CURB I t tAt:jf IND CENTS `1 I [rib .-.Mr. e. LINE POINT OF INTERSECTION T.P. TOP OF PAVEMENT CAPE COD "R81 (CA)* BIKE LANE + OF VERTICAL CURVE F.C. FINISH CONCRETE SEE SHEET6 1#W31(CA)* END W/OM4-3 MARKER NOTE: 1 S=-0.25va FURNISH & INSTALL SURVEY -MONUMENT PER -ST--13. 11+00 TH 3522 3m �,-0-25% EXISTING STREET IMPROVEMENTS PER TRACT 6491 344 352 w &I 34 1 BOUNTY . LANE (STA. 10+00.00 TO 12+80.00) SCALE: 1" 50'_ HORIZONTAL 1" 5' VERTICAL LEGEND: LEGEND: CON T. LENGTH TANGENT L S INI T" 2 20.06 F.L. FLOWLINE P.G.V.C. PONT ON VERTICAL CURVE R1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: C.L. CENTERLINE B.V.C. BEGIN VERTICAL CURVE. 20.01 `Rf-l* -STOP "W3-1* STOP AHEAD' ELEV. ELEVATION E.V.C. END VERTICAL CURVE 31.42' "R6-1*- ONE WAY '*S5-2* END SCHOOL ZONE B.C.R. BEGIN CURB RETURN P.I. POINT OF INTERSECTION PROVINCETOWN '*R5-1 DO NOT ENTER '0_S4-2* MEN CHILDREN ARE PRESENT E.C.R. END -CURB RETURN. P.-R.C. POINT OF REVERSE-., CURVATURE - W "R26(CAr, NO PARKING "S4--T - SCHOOL B.C. BEGIN CURVE PCC POINT OF COMPOUND CURVATURE ° "R3-5R" - RIGHT TURN ONLY '*R2-1" - SPED LIMIT 20 AVENUE END CURVE TC TOP OF CURB wR4-7* - KEEP RIGHT 'tR7-9* - NO PARKING/BIKE LANE P.I.V.Co, POINT OF INTERSECTION T.P. TOP OF PAVEMENT CAPE COD "R81 (CA)* BIKE LANE LL_ C) OF VERTICAL CURVE F.C. FINISH CONCRETE SEE SHEET6 1#W31(CA)* END W/OM4-3 MARKER NOTE: __j FURNISH & INSTALL SURVEY -MONUMENT PER -ST--13. *WI4-1* DEAD END SIGN NUMBERS ARE FEDERAL CODES "V14 AVENUE C.O.B. STD. -2" NO OUTLET UNLESS OTHERWISE INDICATED BY 20t 1] 20 Lij C) C4 _j 0:: C) SEE SHEET 2 *Wl-6* SINGLE ARROW CODES. 0, 1 30 `Wl-f CURVE ARROW r FURNISH & INSTALL STREET NAME SIGN PER C.'O.B. STD. T-1. M,w =>,rw- *W3-3* SIGNAL AHEAD 20 20 FURNISH & INSTALL METRO STREET NAME SIGN PER C.O.B. STD.-T-1. D STORM DRAIN -. REFER TO -SEWER & STORM DRAIN PLANS -<D- I tA: w C5 1 C! ED) u- 30 30 CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. 5b LU < a:: On SEWER - REFER TO SEWER & STORM DRAIN PLANS C> Cy # . C> 63 + 64 a CD C�c> I < of 1's- -0-25% SEWER CLEANOUT -REFER TO SEWER & STORM DRAIN PLANS. 00 PIP, o+ T_ CD C5 qq_1d_ UNIT BOUNDARY 24" DRAIN C) CD ffl CN oo m C) + + y STREET IMPROVEMENTS 340Z PER TRACT 6757 00 6 3 3 -r- Csj uj cn (n R/W 2 M cncn 3 x-00° Ci 0 STA 11+82-55 C.L, CAPE . ...... .. 00-0. 3 cri LAJ 0_ ra W Ck INTERSECTION I ci _ 30m DRAIN _ -D CN REMOVE- AND SALVAGE-- "END90 Wm STA. 10+00.00 C.L. BOUNTY LN.= © EXISTING SIGN s 11+00 1 8. SEWER-- 12+00_ s liar 4 STA. 14+33.99 C.L., PROVINCETION AVE. J. 3 C-- I -C:) 18" DRAIN INTERSECTION c U v- V_ 1 2011 1209 C) C> • A= ww E - ++ M414- STA. 12+80.00 C.L., BOUNTY LN.= CAPE COD ++ cn cn 3 STA. 14+37.17 C.L, CAPE :COD AVE. 5.4 V V- < 0 2 4 SEE SHEET if 6J4A4 < cr Z Uj Ln to W W LJLJ C) c; t C) F- < CN CD c>I 30 C> C> 5 v It . . U 1* + cn . .1 _k. c3 3u- . V. "1 00 P . . . C> ft CDC) CDC> Old C) V -C:)C:) C:)C> W M + + _6 d _4"* 53 PROVIN6ETOWN C>C> + + 1 . - - - - - AVENUE OE C4" ce T-Ir- CAPE COD SEE SHEET 6 << 1� f.- C4 . . .;!j< AVENUE w cn cn m cn V) SEE SHEET 2 352 w &I 34 1 BOUNTY . LANE (STA. 10+00.00 TO 12+80.00) SCALE: 1" 50'_ HORIZONTAL 1" 5' VERTICAL 352 Kil;_ 3" LEGEND: LEGEND: CON T. LENGTH TANGENT ABBREVIATIONS 20.06 F.L. FLOWLINE P.G.V.C. PONT ON VERTICAL CURVE R1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: C.L. CENTERLINE B.V.C. BEGIN VERTICAL CURVE. 20.01 `Rf-l* -STOP "W3-1* STOP AHEAD' ELEV. ELEVATION E.V.C. END VERTICAL CURVE 31.42' "R6-1*- ONE WAY '*S5-2* END SCHOOL ZONE B.C.R. BEGIN CURB RETURN P.I. POINT OF INTERSECTION AVENUE '*R5-1 DO NOT ENTER '0_S4-2* MEN CHILDREN ARE PRESENT E.C.R. END -CURB RETURN. P.-R.C. POINT OF REVERSE-., CURVATURE - W "R26(CAr, NO PARKING "S4--T - SCHOOL B.C. BEGIN CURVE PCC POINT OF COMPOUND CURVATURE ° "R3-5R" - RIGHT TURN ONLY '*R2-1" - SPED LIMIT 20 E.C. END CURVE TC TOP OF CURB wR4-7* - KEEP RIGHT 'tR7-9* - NO PARKING/BIKE LANE P.I.V.Co, POINT OF INTERSECTION T.P. TOP OF PAVEMENT 0 "R81 (CA)* BIKE LANE LL_ C) OF VERTICAL CURVE F.C. FINISH CONCRETE 1#W31(CA)* END W/OM4-3 MARKER NOTE: __j FURNISH & INSTALL SURVEY -MONUMENT PER -ST--13. *WI4-1* DEAD END SIGN NUMBERS ARE FEDERAL CODES "V14 r-R 0 C.O.B. STD. -2" NO OUTLET UNLESS OTHERWISE INDICATED BY C-V> C3 Lij *W1-7m DOUBLE ARROW (CA). (CA) INDICATES CALIFORNIA 0:: EXISTING SURVEY MONUMENT C> C> ci C5 dl- 9 *Wl-6* SINGLE ARROW CODES. Ole/ UN T `Wl-f CURVE ARROW 00, FURNISH & INSTALL STREET NAME SIGN PER C.'O.B. STD. T-1. M,w =>,rw- *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 -<D- FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. STD. ST-14. STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS ED) FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. DET. ST-14. CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. cl LULLJJ U) m LU S SEWER - REFER TO SEWER & STORM DRAIN PLANS G SEWER MANHOLE REFER TO SEWER & STORM DRAIN PLANS. S 0.2 --- 1's- -0-25% SEWER CLEANOUT -REFER TO SEWER & STORM DRAIN PLANS. 00 PIP, TRACT BOUNDARY UNIT BOUNDARY 352 Kil;_ 3" CURVE TABLE UN T 3 RADIUS LENGTH TANGENT DELTA 20.06 31.41' 19.99' 89*58!53" 2 20.00 31.42 20.01 CAPE COD (D 20.00! 31.42' 20. oop 90wocr :z AVENUE co W W ..SEE SHEET 2 ° o Q. U- Cn r 0 LL_ C) __j r-R 0 C-V> C3 Lij 0:: (9 0) 00 C> C> ci C5 dl- 9 C> C> 4 . => C> • 6 0 m mt qkt Ole/ UN T 00 00, C)c> M,w =>,rw- P03 t uj v) GROUND 0 CEN ?LINE � , � C.> U La V) to cl LULLJJ U) m LU LAJ, S --- :5 S 0.2 --- 1's- -0-25% CO P.- 00 PIP, 67 24" DRAIN C) CD ffl CN m y STREET IMPROVEMENTS NOO*57!13*E 140.0V 1 + -100 PER TRACT 6757 Ck INTERSECTION 3 3 -r- Csj 12+00 04 x-00° Ci STA. 10+00-00 C.L. CABOT WY.= I STA 11+82-55 C.L, CAPE COD AVE. I en cri LAJ 0_ ra W J C> J-4m8 ci ci cr- -4 0 REMOVE- AND SALVAGE-- "END90 Wm © EXISTING SIGN 6,6, cn C> C> 0 C-- ac cy- M . c U v- V_ 1 2011 1209 C) C> • A= ww in- ++ M414- CAPE COD ++ cn cn AVENU E IT- 1w_ V V- SEE SHEET uj (n cn < cr Z Uj Ln to CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 20.06 31.41' 19.99' 89*58!53" 2 20.00 31.42 20.01 90001007" (D 20.00! 31.42' 20. oop 90wocr CABOT WAY' 344 10 (STA. 10+00.00 TO 11+40.00) SCALE: 1" = 50' HORIZONTAL 1 5" VERTICAL 348 344 STREET IMPROVEMENTS PER TRACT 6757 00 14: ce- 352' '� �-- } CD < 0 Cj_ C) m + + m cc_ APPROXI WATE EXIISTING 348 348 348, m TE;UJNE __ . ;5 zw In S=_ S=-O.2 0.2 344 3" 344 0) Lo ---------- PRO OSED EA.*)*oT FLOV& 00 r--. E STREET IMPROVEMENTS PER TRACT 6757 t __j _j _j W w < 10+004* < 11+00 ti LEGEND: (CONT. ) CONSTRUCTION NOTES: NOTES. PROPOSED SAWCUT LIMIT LINE CONSTRUCT TYPE-713" CURB & GUTTER PER C.O.B. STD ST =1 1. SEE SEWER 'AND STORM DRAIN PLANS FOR STORM DRAIN PLANS AND- DETAILS. Ts FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT 2.1. CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST-3 2. LOCAL STREETS - PAVEMENT TO BE 0.20 TYPE "B" A.C. -C. OVER IR FURNISH & INSTALL IRRIGATION CONDUIT CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL 0.40' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE Ic & INSTALL INTERCO"CT -CONDUIT UNITS STANDARD PLAN RSP A88A CASE A. COMPACTED TO 95% RELATIVE _DENSITY PER C,,O.B. STD.,.ST-9... M3 Ta 1R6 FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT 4 CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST-17. 3. ALL CATCH BASINS TO BE TYPE "A"' WITH 3.5' OPENINGS COMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND TR3=N0. 3 1/2 SIZE TR5-NO. 5 SIZE, TR6=NO.-.6 SIZE GUTTER- LIP TO A DEPTH OF PER C.O.B. STD. S. 12, UNLESS NOTED OTHERWISE. CURVE NUMBER FOR CURVE DESCRIPTION SAWCUT EXISTING E.P. 1' 13ACK OR AS DIRECTED BY CITY ENGINEER 4. RAISE EXISTING SEWER MANHOLES TO. FINISHED GRADE. TAPER NUMBER FOR TAPER DESCRIPTION INSTALL W-31 CA) SIGN WITH OM4_ 3 MARKER 'AT UNIT -BOUNDARY SECTION' DESIGNATION: OF TRACT IF I.. JACENT UNIT IS NOT CONSTRUCTED AT THE SAME SECTM LfTMR ITEM OF WORK -- SEE SCHEDULE TIME... REMOVE -AND SALVAGE. SIGN WITH. CONSTRUCTION.. OF ADJACENT. UNIT. :CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY WIS WINGS PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER 2 PER C.O.B. STD. ST--74. (UNLESS OTHERVASE, NOTED) SWEET *0E SEMN, tS SHOON CALTRANS STANDARD SPECIFICATION 8010 -21 C -19. _C4 14 CALTRANS TYPE IV ARROW, LEFT OR RIGHT AS APPLICABLE, TO BE PAINTED 8 CONSTRUCT 5.5', COMBINATION, SIDEWALK_ PER C.O.B.. STD ST=3,. 4,1 ul CALTRANS TYPE I ARROW RELOCATE EXISTING POLES BEHIND THE CURB,, GUTTER & SIDEWALK AS APPLICABLE, TO BE PAINTED AS .,DIRECTED. BY THE ENGINEER. NOTE: 0 REMOVE. AND DISPOSE OF EXISTING A.C. PAVEMENT. - SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT STRIPING & PAVEMENT WAR04GS TO BE -THERMOPLASTIC PAINT PAINT DETAIL 22 (DOUBLE-YELLOW) STRIPING USING PAINT PER PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. CALTRANS STANDARD SPECIFICATION 8010-21C-19.. %wto f I* ALL TEMPORARY STRIPING SHALL BE NON-THERMOPLASTIC. INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W-31(CA) SIGN WITH OM4-3 MARKER, BARRICADE A.C. PAVEMENT TO BE REMOVED- AND -DISPOSED. IS TO GO FROM FLOWLINE TO FLOWLINE. u V4 IT I V, 12k, kNtd3 r CONSTRUCT TYPE "'M1 MEDIAN CURB WITH 10"" REVEAL a '° -. PER G.O.B. STD. ST -2 (REVISED 6-2-99). ilk :z co W W LAJ U- Cn > LL_ C) C) Lij 0:: m F- m t uj v) GROUND 0 CEN ?LINE u z E- a Ln LU LAJ, S --- :5 S 0.2 --- 1's- -0-25% CO P.- PR O t OSED T FLOV4NE Ld m y >• Lu W __j --I -r- Csj w uj x-00° Ci 11+00 348 344 STREET IMPROVEMENTS PER TRACT 6757 00 14: ce- 352' '� �-- } CD < 0 Cj_ C) m + + m cc_ APPROXI WATE EXIISTING 348 348 348, m TE;UJNE __ . ;5 zw In S=_ S=-O.2 0.2 344 3" 344 0) Lo ---------- PRO OSED EA.*)*oT FLOV& 00 r--. E STREET IMPROVEMENTS PER TRACT 6757 t __j _j _j W w < 10+004* < 11+00 ti LEGEND: (CONT. ) CONSTRUCTION NOTES: NOTES. PROPOSED SAWCUT LIMIT LINE CONSTRUCT TYPE-713" CURB & GUTTER PER C.O.B. STD ST =1 1. SEE SEWER 'AND STORM DRAIN PLANS FOR STORM DRAIN PLANS AND- DETAILS. Ts FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT 2.1. CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. STD ST-3 2. LOCAL STREETS - PAVEMENT TO BE 0.20 TYPE "B" A.C. -C. OVER IR FURNISH & INSTALL IRRIGATION CONDUIT CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL 0.40' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE Ic & INSTALL INTERCO"CT -CONDUIT UNITS STANDARD PLAN RSP A88A CASE A. COMPACTED TO 95% RELATIVE _DENSITY PER C,,O.B. STD.,.ST-9... M3 Ta 1R6 FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT 4 CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST-17. 3. ALL CATCH BASINS TO BE TYPE "A"' WITH 3.5' OPENINGS COMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND TR3=N0. 3 1/2 SIZE TR5-NO. 5 SIZE, TR6=NO.-.6 SIZE GUTTER- LIP TO A DEPTH OF PER C.O.B. STD. S. 12, UNLESS NOTED OTHERWISE. CURVE NUMBER FOR CURVE DESCRIPTION SAWCUT EXISTING E.P. 1' 13ACK OR AS DIRECTED BY CITY ENGINEER 4. RAISE EXISTING SEWER MANHOLES TO. FINISHED GRADE. TAPER NUMBER FOR TAPER DESCRIPTION INSTALL W-31 CA) SIGN WITH OM4_ 3 MARKER 'AT UNIT -BOUNDARY SECTION' DESIGNATION: OF TRACT IF I.. JACENT UNIT IS NOT CONSTRUCTED AT THE SAME SECTM LfTMR ITEM OF WORK -- SEE SCHEDULE TIME... REMOVE -AND SALVAGE. SIGN WITH. CONSTRUCTION.. OF ADJACENT. UNIT. :CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY WIS WINGS PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER 2 PER C.O.B. STD. ST--74. (UNLESS OTHERVASE, NOTED) SWEET *0E SEMN, tS SHOON CALTRANS STANDARD SPECIFICATION 8010 -21 C -19. _C4 14 CALTRANS TYPE IV ARROW, LEFT OR RIGHT AS APPLICABLE, TO BE PAINTED 8 CONSTRUCT 5.5', COMBINATION, SIDEWALK_ PER C.O.B.. STD ST=3,. 4,1 ul CALTRANS TYPE I ARROW RELOCATE EXISTING POLES BEHIND THE CURB,, GUTTER & SIDEWALK AS APPLICABLE, TO BE PAINTED AS .,DIRECTED. BY THE ENGINEER. NOTE: 0 REMOVE. AND DISPOSE OF EXISTING A.C. PAVEMENT. - SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT STRIPING & PAVEMENT WAR04GS TO BE -THERMOPLASTIC PAINT PAINT DETAIL 22 (DOUBLE-YELLOW) STRIPING USING PAINT PER PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. CALTRANS STANDARD SPECIFICATION 8010-21C-19.. %wto f I* ALL TEMPORARY STRIPING SHALL BE NON-THERMOPLASTIC. INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W-31(CA) SIGN WITH OM4-3 MARKER, BARRICADE A.C. PAVEMENT TO BE REMOVED- AND -DISPOSED. IS TO GO FROM FLOWLINE TO FLOWLINE. u V4 IT I V, 12k, kNtd3 r CONSTRUCT TYPE "'M1 MEDIAN CURB WITH 10"" REVEAL a '° -. PER G.O.B. STD. ST -2 (REVISED 6-2-99). ilk 11 :z LAJ LAJ Cn C) Lij Ln LU LAJ, 5; Ld m y cn -r- Csj V. en cri LAJ 0_ ci ci C-- ac A= ww in- in ul cn cn W W LJLJ F- < CN CN . . LO CD 00 CD . . cn . . . . . . 11 LIN T 1 CAPE COD AVENUE J SEE SHEET 3 c, a �i o Q V J4N4 J U W "J Ll: 20 20' I a ci v �`- 1 30 30 ci o z ov _�C! TR�o uo �\,jj I U' + + a m � C) °;z 0a m w ++ =3 r- t ? W to cn r i F- W cn cn I ¢ ° 1 inn co- ....... .. ........ _ r 3 30" DRAIN _ 11 +00 cc.) ' 5 t _ _ -1 - �... ..�. EET IMPROVEMENTS fl fl N00'57'13 "E 1140.00 PER TRACT 6757 � i Am I M q INTERSECTION STA. 10 +00.00 C.L., CALYPSO WY.= I - 4 STA. 24 +93.18 C.L., CAPE COD AVE., �� R/W 1 f �t ¢ � 2 ti i 24 >- � ¢ REMOVE AND SALVAGE i I S° a C) � EXISTING "END" SIGN cn co d © o I rr N m 0* + v c'- s-- I I � a a� c3 C> Q z �3 O C> �..,. I r� " - �--.._ p m d- d* C-� ff? Apq CAP ° + m ± + E COD �., AVENUE SEE SHEET 3 u, v) in w v) in CALYPSO WAY (STA. 10 +00.00 TO 11+40.00) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL QD W2rli n M W W w J U- 0"% wk 10+ 344 EET IMPROVEMENTS 'ER TRACT 6757 UN T 2 CAPE COD AVENUE o SEE SHEET 2 0 c> 0 t 20 241 Y 24 ui 0 I 0 30 oc w S ''^^ ' LL_ t C)© ¢ CD w w W + �� C�74 � O t �o d°-1 C3C� m C7 zz + + 10 0 M 'b• 'q'• OD 00 O Ca MW ++ U + -4 ---- - - ----- - . 1 C.>* F¢- H Q I Lu En cn 1 W R 6 5 UNT R/W in in Q:oEn 23 3 7S 8" SEWER o ° Ck INTERSECTION t s 11 +00 N } STA. 10 +00.00 C.L. COASTAL LN.= _ _ _ � . - EET IMPROVEMENTS D -- _ -=- o---.PER TRACT 6757 DRAIN STA. 18 +82.55 C.L_, GAPE COD AVE. 24" N o CD 3 5 _ �. - ._ 77 22 R/W � it � � �i ¢ - - _.� REMOVE AND SALVAGE °C EXISTING "END" SIGN i ©z C) i � N � C> (n 0 R! OD CA '�' i V ii => U LL C; '� t N Qa Z QCC> 1 d°- d°- ..�.._ - O m ter°- mot° - CAPE i a a m w ++ 0 3 AVENUE ¢ ¢ ¢ Z SEE SHEET 2 uj in E W En cn TA AN (STA. 10+ 00.00 TO 11+40.00) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 1 20.00' 31.42' 20.00' 90000'00" 2 20.00' 40.41' 31.86* 115`46'00" 3 42.00' 35.00' 98.53' 27.13' 99.95' 14.29' 13474155" 4474'55" 4 co 0) ui Lo M d' rr? W > W J W w •, W M U- 1 �.. 352: ..�_w� ._ �.� c`° o o �� 352 t `� ROUND CENTER NE C> + C� m x C> m Ix + F.. u -#-- W V) � w (i .A- � � � ^�}j� 348 L i 3 . o - T E a PROPO SED EAST FLOWLIN X44 A_.. �..,..v � M M S EET IMPROVEMENTS } W Wy f PER TRACT 6757 1 0+0w W La 11+00 LEGEND. LEGEND: ICONT.) ABBREVIATIONS R1 F.L. FLOWUNE P.O. V. C. POINT ON VERTICAL CURVE i FURNISH &INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: C.L. CENTERLINE B.V.C. BEGIN VERTICAL CURVE *W3-1'* EL.EV. ELEVATION E.V.C. END VERTICAL CURVE R1 -1 -STOP W3 -1 _STOP AHEAD BEGIN CURB RETURN "R6 -1" -ONE WAY " -2" END SCHO�.. TONE B.C.R. E P.I. POINT OF INTERSECTION "R5 -1" - DO NOT ENTER "S4-2" -WHEN CHILDREN ARE PRESENT E.C.R. END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE "R2fi(GA )" - NO PARKING "S4 -3" - SCHOOL B.C. BEGIN CURVE PCC POINT OF COMPOUND CURVATURE "R3 -5R" RIGHT TURN ONLY "R2 -1" - SPEED LIMIT 20 E.C. END CURVE TC TOP OF CURB "R4 -7" - KEEP RIGHT "R7 -9" - NO PARKING /BIKE LANE P. I . V. C. POINT OF INTERSECTION T.P. TOP OF PAVEMENT "R81(CA )" - BIKE LANE OF VERTICAL CURVE F.C. FINISH CONCRETE "W31(CA )" - END W/0144-3 MARKER NOTE: W14 -1 - DEAD END SIGN NUMBERS ARE FEDERAL CODES FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. "W14 -2" - NO OUTLET UNLESS OTHERWISE INDICATED BY "WI-7" - DOUBLE ARROW (CA ). (CA) INDICATES CALIFORNIA @ EXISTING SURVEY MONUMENT "WI-6" - SINGLE ARROW CODES. "W1 -1" - CURVE ARROW FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD, T -1. "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 -<Z-- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. 0 STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS -EE) - FURNISH & INSTALL STREET LIGHT -9540 LUMEN PER C.O.B. STD. DET. ST -14. CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. --- - S SEINER - REFER TO SEWER & STORM DRAIN PLANS 0 SEWER MANHOLE - REFER TO SEWER & STORM DRAIN PLANS. 0 SEWER CLEANOUT - REFER TO SEINER & STORM DRAIN PLANS. .r �■ ■�� ... TRACT BOUNDARY .. UNIT BOUNDARY 35. vz 34A 10 to r*' W OQ cn J W w M (STA. 10+00.00 TO 12+83.08) -J I.i r7 Q C) cn SCALE: 1" = 50' HORIZONTAL � C> + W -� > W [p \ W W w dam' (' w SEE SHEET 5 J • W � W d U- <� I � C> cj� I + ( t l O v C7 IMM + ; APPROXI OATE EXII 3TING TZ M 352 ¢ _. - W� .�__� W . M _ b f W V) Z f- 1- W V) 1 634P - t . �' a 100 € ° S �� ♦51 V = -0.26 S S==-0.26% f + w o to 14- y �-PROPCISED WESt FLOWU E }_} ¢ v I GROUN 0 CENT RUNE y N •...u...r.a�rrr...nuer a..+.... +an�........+a_al.�+w.�... -a:> 'rtsr�...vrwr.x. ..ur +�rr.awa_,•ns+w +K 'p, ..w..r.rn..�wr.s mum - -. v._w.o.u.w.�a:rawvw 3 � 1 J __j _WI a �.�+r.+�N Q jp[[ �«e+w+w+.ma..w.r �.ra.�. - wrwe�W. wow✓. o+. ww.. ...,...�..a_- ...vae...�+ar..w.. �..�. - - . V to r*' W OQ cn J W w M (STA. 10+00.00 TO 12+83.08) -J I.i 352 t.. W Q C) cn SCALE: 1" = 50' HORIZONTAL C> + Am N HATCHVILLE \ W cn AVENUE e (' w cs� so C6 344 > >; >: J W W F W W W 10+00.40 � Q kTE EXIS NG _ GENTE 1 S= - 0.26ka 11 +00 C" M J W J < l- o C> M as m f M + W Va 4 11. 4 352 16 STREET IMPROVEMENTS PER TRACT 6757 3 352 348 STREET IMPROVEMENTS PER TRACT 6757 344 I i 1 0 P.I. ' STA. 9 +64.00, C.L.: STA. 9 +34.23, F. L. STA. 9 +34.23, F.L. i i 241 . DATER WELL SITE ti � ' ui C4* �o C cn cn UNT 4 1. 2.5 � , . I a 26 2.7 28 u H cn cn J (STA. 10+00.00 TO 12+83.08) N co cn SCALE: 1" = 50' HORIZONTAL C> N HATCHVILLE cm � -� AVENUE > uj W (' w SEE SHEET 5 M t007 © � rd- NN I � t w J U- i W '1 W OD 352 ¢ _. - W� .�__� W . M _ b f w i,L; r 32 1 634P - t . �' a 100 € ° SURFSIDE STREET __ - � w • r ►. • w • w • s • w v. �., r sr s s wr r s r��... • ♦ s �. 3 z __--�- Q oo ¢ 1 t 4 t � I d- z 6 ¢ D � (�•/ iQ L Oo w > 20 20' 30' i 36 HAT CHVII A 7 VENUE SEE SHEET 5 352 344 352 LEGEND: (CONT.) CONSTRUC110N NOTES. NOTE5, PROPOSED SAWCUT LIMIT LINE CONSTRUCT TYPE "B" CURB & GUTTER PER G.O.B. STD ST -1 1. SEE . SEWER AND STORM DRAIN PLANS FOR STORM DRAIN Ts FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT 2 CONSTRUCT 4.5 PLANS AND DETAILS. COMBINATION SIDEWALK PER C.O.B. STD ST -3 „ „ 2. LOCAL STREETS - PAVEMENT TO BE 0.20 TYPE B A.C. OVER IR FURNISH & INSTALL IRRIGATION CONDUIT CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL 0.40' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE 3 D T - ic FURNISH &INSTALL INTERCONNECT CONDUIT UNITS STANDARD PLAN RSP A88A CASE A. COMPACTED O 95� RELATIVE DENSITY PER C.O.B. STD. ST 9. 3 _5 T 6 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 4 COMPACT S U B G R A D E TO 9 5% O F MAX . TO 12" B E YO N D TR3 =N0. 3 1/2 SIZE TR5 =Na. 5 SIZE TR6 =N0. 6 SIZE f, PER G.O.B. STD. S-� 12, UNLESS NOTED OTHERWISE. GUTTER LIP TO A DEPTH OF 12 . 1 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. 1 TAPER NUMBER FOR TAPER DESCRIPTION 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 s nm uEM ITEM OF WORK - SEE SCHEDULE TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT UNIT. CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W /3' SINGS PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER y PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) n S CALTRANS STANDARD SPECIFICATION 8010-21C-19. SHEET WHERE c-noN Is sHOWN CALTRANS TYPE IV ARROW, LEFT OR RIGHT F` 44 AS APPLICABLE, TO BE PAINTED 8 CONSTRUCT 5.5' COMBINATION SIDEWALK PER G.O.B. STD (�T -3 �.7 CALTRANS TYPE I ARROW RELOCATE EXISTING POLES BEHIND THE CURB, GUTTER & SIDEWALK iE1 t : AS APPLICABLE, TO BE PAINTED AS DIRECTED BY THE ENGINEER.r } ` z 6:Aafi NOTE: 1} REMOVE AND DISPOSE OF EXISTING A.C. PAVEMENT•, .4,w .ruau. p SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PAINT DETAIL 22 (DOUBLE- YELLOW) STRIPING USING PAINT PER PER CALTRANS STANDARD SPECIFICATION 8010 -21 C -19. CALTRANS STANDARD SPECIFICATION 8010-21C-19. ALL TEMPORARY STRIPING SHALL BE NON - THERMOPLASTIC. INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN 1 A73C WITH W-31(CA) SIGN WITH OM4- 3 MARKER. BARRICADE A.C. PAVEMENT TO BE REMOVED AND DISPOSED. IS TO GO FROM FLOWLI N E TO FLO WLI N E. U"rT CONSTRUCT TYPE M MEDIAN CURB WITH 10 REVEAL i y PER C.O.B. STD. ST -2 (REVISED 8- 2 -99). :7 cn cn cn (STA. 10+00.00 TO 12+83.08) N co cn SCALE: 1" = 50' HORIZONTAL ¢ 1" = 5' VERTICAL cm � > W > uj W W z M w 1 U- Lu w J U- w Y -! u W '1 W OD 352 ¢ _. - W� .�__� W . M _ b f _ w� .__ _.�. .� . _ _. , �� . _ H: ._ ,: �_ f i,L; r 32 i . �' € ° ° APPROXIMATE EXISTING + w F- I a_ cn o:: ¢ ¢ v I GROUN 0 CENT RUNE y N 348 ' V ` � ----Q Q�c�o �.�+r.+�N S= 0.25% jp[[ �«e+w+w+.ma..w.r �.ra.�. - wrwe�W. wow✓. o+. ww.. ...,...�..a_- ...vae...�+ar..w.. �..�. - - . V 5; 3 \-PROPO -0.51X 344 + �,,..... �. �.,...o.- .- ........r..w,.._.a., «�,.....�..- .....__ _ ,.._.......sa.,..�.4..- -. - �..,+--- ..�: »z�+w........_....._...... >.n,.-- v....«.,..... D WEST FLOWUNE ..y....,.�.. w_ �. �....«„_,...._,....... w.. �� ..n- e.._�...+..«,....- ..ry... ».. .�...,,. «..�.,- �..,.._.,.� W• V F- Q �..- 5 s 4 �/� .b ■s co cb 00 ry :z 0 --d 10 +00 r 11+00 12 +00 > > > W CC W W C1 C! Q m 352 344 352 LEGEND: (CONT.) CONSTRUC110N NOTES. NOTE5, PROPOSED SAWCUT LIMIT LINE CONSTRUCT TYPE "B" CURB & GUTTER PER G.O.B. STD ST -1 1. SEE . SEWER AND STORM DRAIN PLANS FOR STORM DRAIN Ts FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT 2 CONSTRUCT 4.5 PLANS AND DETAILS. COMBINATION SIDEWALK PER C.O.B. STD ST -3 „ „ 2. LOCAL STREETS - PAVEMENT TO BE 0.20 TYPE B A.C. OVER IR FURNISH & INSTALL IRRIGATION CONDUIT CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL 0.40' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE 3 D T - ic FURNISH &INSTALL INTERCONNECT CONDUIT UNITS STANDARD PLAN RSP A88A CASE A. COMPACTED O 95� RELATIVE DENSITY PER C.O.B. STD. ST 9. 3 _5 T 6 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 4 COMPACT S U B G R A D E TO 9 5% O F MAX . TO 12" B E YO N D TR3 =N0. 3 1/2 SIZE TR5 =Na. 5 SIZE TR6 =N0. 6 SIZE f, PER G.O.B. STD. S-� 12, UNLESS NOTED OTHERWISE. GUTTER LIP TO A DEPTH OF 12 . 1 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. 1 TAPER NUMBER FOR TAPER DESCRIPTION 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 s nm uEM ITEM OF WORK - SEE SCHEDULE TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT UNIT. CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W /3' SINGS PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER y PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) n S CALTRANS STANDARD SPECIFICATION 8010-21C-19. SHEET WHERE c-noN Is sHOWN CALTRANS TYPE IV ARROW, LEFT OR RIGHT F` 44 AS APPLICABLE, TO BE PAINTED 8 CONSTRUCT 5.5' COMBINATION SIDEWALK PER G.O.B. STD (�T -3 �.7 CALTRANS TYPE I ARROW RELOCATE EXISTING POLES BEHIND THE CURB, GUTTER & SIDEWALK iE1 t : AS APPLICABLE, TO BE PAINTED AS DIRECTED BY THE ENGINEER.r } ` z 6:Aafi NOTE: 1} REMOVE AND DISPOSE OF EXISTING A.C. PAVEMENT•, .4,w .ruau. p SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PAINT DETAIL 22 (DOUBLE- YELLOW) STRIPING USING PAINT PER PER CALTRANS STANDARD SPECIFICATION 8010 -21 C -19. CALTRANS STANDARD SPECIFICATION 8010-21C-19. ALL TEMPORARY STRIPING SHALL BE NON - THERMOPLASTIC. INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN 1 A73C WITH W-31(CA) SIGN WITH OM4- 3 MARKER. BARRICADE A.C. PAVEMENT TO BE REMOVED AND DISPOSED. IS TO GO FROM FLOWLI N E TO FLO WLI N E. U"rT CONSTRUCT TYPE M MEDIAN CURB WITH 10 REVEAL i y PER C.O.B. STD. ST -2 (REVISED 8- 2 -99). :7 \'1 cn cn cn z Lu W �"m Q�c�o U W = V 5; U' to W• V F- Q � ry :z 0 r G"-J V CC m m 6 o V V Z cL 13- J cm M 9= W Cn W C!1 W Cn Of Of of � C�70a < CN N N Q O \'1 L ..:z FIE uj C) __j :z C> HATHAWAY o C5 z HATHAWAY PROVINCETOYM 00 04 AVENUE CAPE COD C) co CN _j 5 4 SEE SHEET 4 AVENU C) AVENUE _j 3 _j C> C> ° AVENUE C) C5 SEE SHEET 4 C) U. SEE SHEET 6 n I-0) L.L r C-4 er) C) C-.> _J I i C) SEE.SHEET 2 in w -1 20 air m- C> C) oo m -40*-.NW -oM do 7 me-own. m C,4 00 U- IlA_ 0006 t m m -amloboolmlo m 104 m000 Q 19 20 1 20 40 fU > 'F 30' En + -LA- u- z: 6 C" GO ok u: > ui 30' j C) C> tn C%j C6, + + + C. co lw u-, 4 + + + COQD w C> C) r_:I CD C* C* Uj __j w m 00 M C) C> C) C) C) T_ a (D * 31: U- U-.) W� uj Cl + C) U) I + n to a 0 CD a C> CJ + + . I— I— V) I" QD + U_ W + n 0 C> v C> W m V)U) 0D La U) (f) _r + I M. i 40, 10" IW M�y C> C) _jv) V-,,- l< UJ oc .1 , 00 < in cn 6,340 00, 00 < mcr cl� 00 (n v- t-- V) 4 6 4P5 14. Sc I V) cn -5 R/w C---)j cn cn z 5 cn L.q _*= 2 m V),V) 32,- R/W R 2 \ I m -� s( 2 L2 0 101110, j 93 INTERSECTION Jff 5. 4N7 F 0 Go 3 PL= 3 "*N-18 DRAIN- 3 118" DRAIN NO0*57`13*E 111+0 c:l ` I 173.38' 0 C'4 3 STA. 11+73.38 C.rLs NARRAGANSETT .11+00 8" SEWER 12+00 13+ 0 C) 8* SEWER 3 STA 14+ 0 C-4 INTERSECTION _T STA. 15 +60.02 C-L., PILGRIM HEIGHTS DR. 15+65-08 C.L., HATHAWAY AVE. s s 15+00 s s P.I. 10" _N E: 6- WER T[ D %4=p NO=, --D STA. 23+52.93 C.L., CAPE COD AVE. STA. 9+58.00, C.L.= 18" DRAIN 36m DRAIN cl cn 2 3 CN p DRAIN 4 0 STA. 9+27.76, F.L. LT. r. STA. 9+27.76, F.L. RI Ck INTERSECTION 1; 0 Nk�_ 1% R/W STA. 10+00-00 C.L. s, PILGRIM HEIGHTS DR.= I � R, W of STA. 23+49.34 C L HATHAWAY AVE. (0 ..00W I C> 5 1-: (D U- mui 0,77 00 0 C� LA: L.L: J n >. 1, 1 F-: L C) It a - U- C> LL: 0 cs Of I x C:) coqd- LL: U- U- LA: C) U- En U- 0 m CN ct: 4n to U- U- U- U- ui V_ qq_ I - I— U- C:) 6J4N4 ui C) C) U- U- W. 0: LO C> a). Am Ift Q. > 16 to ul) rn 3: U) < uj U*) Lun M . - -44. 0) 1 • 00 co co p 6 uj 3: u") 1" 4* �? 0 0) n LO U) c + > > ul I— C" _j < OOL C) C� uj & V) C) to V_ + + C) + co co + + I + + .+ - - 79-V >�- __� w i + Lo Uj C) C> ui ui Ar. r., 0 10- qd_ C> V_ (� IV) en cn co co V_ (D 00 00 0 J + + u- + + 1+ +1 co 0 U- & Fx T_ w IV- "I W to + + An. oo t,: cq cqci --J* 5 < to Jew) V_ -4-1 C" im 0 m C6 __20 I- _,�20' 0 C-.4 OD t 20' 20'_ < . . T__ w . . CL - LLJ c ca < 'w 1, , Of cr- Ac c c V_ V_ 0 W-0 a C) V) U) + + c) + U) -J Pr) c%4 1 1 U) M + + V) U) V) C_ V) K) ff V M - 10 � Rd- Ad- n re) . L - to" r.': M' I V) .9e. I , W - 000 _jcr_ < to to < AF30' 30' U- f4:0 cn cz�o cn UL a- ui (0 En 'r-, -:0. w 1�:o . U) + V) F- + + 4*,q* . Un� (AD e-0- 9 U) AI w HATHAWAY 22 34 k 1-1 n to I— ,-- , < U) U") ul) 40 C> C> HATHAWAY + + < V-V- V_ T_ cl Uj V) (n C) C) Q cr jr 9 < CAPE COD m W)m V_ V_ Oui 1 7 1 8 .0 0 SEE 4 ce- ;45 1,-- 2.3 4< 4< AVENUE AVENUE 1 6r 2 21 2 2r M < -< SEE SHEET 4 (--+1 U)U)ZM (n U) F- AVENUE I F- 0 Q: V) V) b ci C-4 m U) V) SEE SHEET SHEET uj Uj + 30 n n 0 -H -111 til -JN-T 3 WNIT 3 uu mlT 2 ton 4 4 4 31 I:r in 1 00000000000000000 cn in U) + + m 0 ci (n U) to- A- A AN TT A, uo a: 10+00 (STA. 10+00.00 TO 11+73.38) SCALE: 1 " - 50" HORIZONTAL 1 5' VERTICAL to Kam") M >; uj 11+00 Fpm 348 344 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 42.40' 101.021 108.86 137"48*22* 25.00 20.86' 11.08' 47*4822'0 0) 20.00' 31.42 20.00' 90V00000 4 20.00' 31.58 20.17 90*28*25* OD I 20.00' 31.25* 19.84' 89*31*35" tst k I n 10+00 348 KIM" l000l PILGRIM HEIGHTS DRIVE- (STA. 10+00.00 TO 15+60.02) SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 14+00 WrID-il �. S. i M 344 CONSTRUCTION NO TES:.. LEQEND: LEGEND* (CONTO) LEGEND*. (CONT.) N ABBREVIATIONS- Rl FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: PROPOSED SAWCUT LIMIT LINE CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B• STD ST-1 16 SEE SEWER AND STORM, DRAIN PLANS FOR STORM DRAIN F.L. FLOY&INE P.O.V♦C. POINT. OR VERTICAL- CURVE- a - PLANS AND DETAILS. C.L. CENTERLINE B.V.C. BEGIN VERTICAL CURVE *Rl-l" STOP "W3-1" - STOP AHEAD Ts FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT CONSTRUCT 4.5 COMBINATION SIDEWALK PER C.O.B STD ST-3 2. LOCAL STREETS - PAVEMENT TO BE 0.20* TYPE "B" A.C. OVER ELEV. ELEVATION E.V.C. END VERTICAL 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 J. POINT OF INTERSECTION. *R5-1* DO- NOT ENTER *S4-27 - ViEN, CHILDREN ARE PRESENT Ic 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 FURNISH & INSTALL INTERCONNECT CONDUIT B.C. BEGIN CURVE PCC POINT OF COMPOUND CURVATURE "R3-5R" - RIGHT TURN ONLY *R2-1 * - SPEED LIMIT 20 !83 -R5 TR6 FU CONSTRUCT 12" WIDE CROSS GUTTER PER C.O.B. STD. ST 17. 3. ALL CATCH BASINS TO BE TYPE "'A" WITH 3.5" OPENINGS RNIS14 & INSTALL SPLICE BOX FOR IRTERCONNECT. MAX: " BEYOND E.C. END CURVE- TC TOP OF CURB -- "R4-7*'- KEEP RIGHT *R7-9" - NO PARKING/BIKE LANE - ( > COMPACT SUBGRADE TO 9,571. OF - TO 12' PER C.O.B. STD. S -1- 2,, UNLESS N'OTED'OTHERWISE. TR3=NO. 3 1/2 SIZE TR5--NO. 5 SIZE TR6=NO. 6 SIZE P.I.V.C. POINT OF INTERSECTION T.P. TOP OF PAVEMENT "R81(CA)" - BIKE LANE GUTTER LIP TO A DEPTH OF 12 OF VERTICAL CURVE F.C. FINISH CONCRETE *W31(CA)" -END W/OM4-3 MARKER CURVE' NUMBER FOR CUR-DESCRIPTIO14 SAWCUT EXISTIN A G, E.P. 1' BACK OR. AS DIRECTED BY CITY ENGINEER 4. RAISE EXISTING SEWER MANHOLES TO FINISHED GRADE. *W14-1* - DEAD END -_ SIGN NUMBERS AREFEDERAL CODES. 0 E VE • FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST-13. �W14 -2" - NO OUTLET UNLESS OTHERWISE INDICATED BY TAPER NUMBER- FOR TAPER DESCRIP11ON I-N.STALL W-31 (CA) SIGN WITH OM4-3 MARKER. AT UNIT BOUNDARY SEC11ON DESIGNATION: WI-7" DOUBLE ARROW (CA). (CA) INDICATES CALIFORNIA < > OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED AT THE SAME SECTKX LETTER EXISTING -SURVEY -MONUMENT - "Wl-6* SINGLE 'ARROW CODES. ITEM OF WORK - SEE SCHEDULE TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT *Wl-l" - CURVE ARROW w-, U-NIT. IL FUMIS14 & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. *W3-3* SIGNAL AHEAD CONSTRUCT 18! BOTTOM_ WIDTH. DRIVEWAY, WIS, WINGS .2 PAINT'12" LIMIT LINE'USING THERMOPLASTIC PAINT PER' � � °,` ' ° z FURNISH & INSTALL METRO STREET NAME SIGN PER C- .O.B. STD. T-1. D STORM DRAIN -REFER TO SEWER & STORM DRAIN PLANS PER C.O.B. STD. ST-4. (UNLESS OTHERWISE NOTED) SHEET WERE SECTION IS SHOW + CALTRANS STANDARD SPECIFICATION 8010-21C-19. ST-44. FURNISH & JNSTALL STREET LIGHT -5800. LUME N- PER C.O.B. STD.- STORM. DRAIN MANHOLE REFER TO SEWER, & STORM DRAIN PLANS CALTRANS TYPE IV ARROW, LEFT OR RIGHT 0 A S APPLICABLE, TO BE PAINTED 8 CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD ST-3 ES) FURNISH & INSTALL STREET LIGHT LUMEN PER C.O.B♦ STD. DET. ST 14. CATCH BASIN - REFER TO SEWER STORM DRAIN PLANS. Li CALTRANS TYPE I ARROW 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. SEWER MANHOLE - REFER TO SEWER & STORM DRAIN PLANS. NOTE: 1 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 PAINT DETAIL 22 (DOUBLE-YELLOW) STRIPING USING PAINT PER PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. CALTRANS STANDARD SPECIFICATION 8010-21C-19. TRACT BOUNDARY I ALL TEMPORARY STRIPING SHALL BE NON - THERMOPLASTIC. INSTALL TYPE Ill BARRICADE PER CALTRANS STANDARD PLAN UNIT BOUNDARY A73C WITH W-31(CA) SIGN WITH OM4-3 MARKER. BARRICADE V" iT A.C. PAVEMENT TO BE REMOVED AND DISPOSED. IS TO GO, FROM FLOWLINE TO FLOWLINE. w '4i"%. *M* MEDIAN CURB WITH 10** REVEAL CONSTRUCT TYPE PER C.O.B.- STD. ST-2 .(REVISED 6-2-99). m cn cn :z M :z C) uj z m- > Win :z Of cn uj ci Cl :z Lu cl- I Cl cm Uj 01 Lu cn uj ui < CN co C) Jr AP wNTI Il J O HATHAWAY I�• �. „ II PRO WN AVENUE �, SEE SHEET 4 -.' •' o CN � °,� AVENUE w CO a `� , o o SEE SHEET 6 -20 20 0 0 - �. N _'4' >; ..._ ._ � - ! C4 _ _. c� i or) �+� w ...d • 4 ++ z �"� u- w W I b� ''- `` w e �� .� ¢ V O V I u' •¢a °D r �� z „ono �°- d°- --- t , w cn cn p d o -j cn 0 0++ + 42 r. i-- I .ca ¢w m � NN ¢ 'mw 634-01 1 + z 34P1 �;cW0- Qa ¢ . ¢¢ z 33 C--41 in in Z 0 2 1 v t OD co 3 UN T 2 32 3 18" DRAIN - -- .... 36n DRAIN cn in _ - -D - f y a y Q I INTERSECTION t--- - STA. 12 +80.00 C.L., MIKASA LN.= �► 11 +ooN00'57'13 "E 280.06 12 +00 I 18 DRAIN - STA. 17 +30.23 C.L., . PROVINCETOWN AVE. INTERSECTION ©° = . LN I STA. 10 +00.00 C.L., MIKASA 34 STA. 17 +25.20 C.L., HATHAWAY AVE. 1 I 1 1 n >' 2 Il I cn W C) w => W Q � t o ? r C> N "� ; � Q mm N ci • w • w w • Z -� > w I -4 i f to o M -ice - � c� I + ¢ � u A • y{ �/ W �..� w 4 C) Co .� fir/ Q m �^"' '�. -.t 35' cn "� I a o d- d- � -,� z 0 CC- F- o +© 20 20 I cn 301 HATHAWAY T" � � � � L m � -- . AVENUE . �- ¢ ¢ M 0- �- Q a PROVINCETOWN SEE SHEET 4 '� . c .in cnn °z.Q i Q Q AVENUE cn m ci ci SEE `SHEET 6 (STA. 10 +00.00 TO 12 +80.00) SCALE: 1" = 50' HORIZONTAL 1 If = 5' VERTICAL cn M M 348 344 10+00,4 1f%%- M M W 3a Ll r. I 1 O +OVW Q r M to d' M c Sri lzp- 348 344 LINE TABU LINE LENGTH BEARING 11 46.69' N0629'22 °W CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA CD 20.x' 31.42' 20.00' 90000'00" C2) 42.00' 42.00' 98.57' 98.49' 100.07' 99.80' - 13477'56" 13421'15" 3 4 35.W 26 .71' 14.04' . 43 43 01- (5) 35.00' 27.66' 14.60' 4518'27" 6 520.00 60.76 30.41' - 06'41'40" 7 500.00' 64.95' 32.52' 07726136" 8 480.00' 54.65 27.35r 06'31'24' 3'4 r� 3 3 #, FC STA. 9+2 7 05,_ F.L. P.I. STA. 19+58 .0, C 0 u� STA. 9 +25.61, F.L. LT- STA. 9 +30.55, F.L. 32, 0 C X / C11,r 352 U1NII�T 4 u Z zi LAJ TONSET STREET (STA. 10 +00.00 TO 14 +.53.89) SCALE: 1" = 50' HORIZONTAL 1" = 5 VERTICAL LJ N T 1{ HATHAWAY AVENUE c� SEE SHEET 4 20 1 20' 0 3di 1-! rn cs= + i v z 23 r r co� M I t 3 24 as ¢ T[ -- - --- -- - -�--. Q I 25* z La C4< < I V 7 i� W HATHAWAY AVENUE SEE SHEET 4 00 N M W uj LA- U") 352 j S �. ¢ ,V) t V 1 7 f 344 LEGEND. LEGEND: (CONT. M � ABBREVIATIONS J W F.L. FLOWLINE P.O. V. C. POINT ON VERTICAL CURVE R1 FURNISH &INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: C.L. CENTERLINE B.V.C. BEGIN VERTICAL CURVE w " " STOP AHEAD R1 -1 -STOP W3 -1 ELEV. ELEVATION E.V.C. END VERTICAL CURVE s "R6 -1" - ONE WAY '*S5 -2 END SCHOOL ZONE B.C.R. BEGIN CURB RETURN P.I. POINT OF INTERSECTION + r 1 �- DO -NOT ENTER � 54 -2 - AMEN .CHILDREN. ARE. PRESENT *R5- " E.C.R. END CURB RETURN P POINT OF R _ P.R.-C. REVERSE CURVATURE U w "R26(CA)" - NO PARKING "S4 -3" - SCHOOL B.C. -BEGIN CURVE PCC POINT OF COMPOUND CURVATURE { E "R3 -5i" - RIGHT TURN ONLY "R2 -1" - SPEED LIMIT 20 E.C. END CURVE TC TOP OF CURB. *R4-7",- KEEP RIGHT "R7 -9" - NO PARKING /BIKE LANE P.I.V.C. POINT OF INTERSECTION - T.P. TOP OF PAVEMENT - "R81(CA )" - BIKE LANE OF VERTICAL CURVE F.C. FINISH CONCRETE #W31(CA )" - END W/01014 -3 MARKER NO • W14 -1 - DEAD - END SIGN NUMBERS--_ ARE FEDERAL. CODES FURNISH & INSTALL SURVEY MONUMENT- PER C.O.B. STD. ST -13. "W14 -2" - NO OUTLET UNLESS OTHERWISE INDICATED BY "W1 -7" - DOUBLE ARROW (CA). (CA) INDICATES CALIFORNIA EXISTING SURVEY MONUMENT W1 -6 - SINGLE ARROW CODES. "W1 -1" -- CURVE ARROW .FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T -1. *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 -<D- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. 0 STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS -EE) - FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. DET. ST -14. CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. SEINER - REFER TO SEWER & STORM DRAIN - PLANS 0 SEINER MANHOLE - REFER TO SEAR do STORM DRAIN PLANS. 0 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. ..... • �� . m m TRACT BOUNDARY •• - - +� = •• - = = •• UNIT BOUNDARY 3'4 r� 3 3 #, FC STA. 9+2 7 05,_ F.L. P.I. STA. 19+58 .0, C 0 u� STA. 9 +25.61, F.L. LT- STA. 9 +30.55, F.L. 32, 0 C X / C11,r 352 U1NII�T 4 u Z zi LAJ TONSET STREET (STA. 10 +00.00 TO 14 +.53.89) SCALE: 1" = 50' HORIZONTAL 1" = 5 VERTICAL LJ N T 1{ HATHAWAY AVENUE c� SEE SHEET 4 20 1 20' 0 3di 1-! rn cs= + i v z 23 r r co� M I t 3 24 as ¢ T[ -- - --- -- - -�--. Q I 25* z La C4< < I V 7 i� W HATHAWAY AVENUE SEE SHEET 4 00 N M W uj LA- U") 352 j S �. ¢ ,V) t V 1 7 f 344 C> r rn M � � J W W W J J w w w cn N .. eia +.m.•+•,•p`^^y,�..u.r.....e.yw U + r r`+' i ¢ • U w � � a a { E S= 0 0.26 as ¢ T[ -- - --- -- - -�--. Q I 25* z La C4< < I V 7 i� W HATHAWAY AVENUE SEE SHEET 4 00 N M W uj LA- U") 352 j S �. ¢ ,V) t V 1 7 f 344 C> r rn M � � J W W W J J w w w cn N .. eia +.m.•+•,•p`^^y,�..u.r.....e.yw U + r r`+' i ¢ • U w � � a a { E S= 0 0.26 00 N M W uj LA- U") 352 j S �. ¢ ,V) t V 1 7 f 344 E� cc� n lco � Sri ' ui M M J W OO 00 J J W ul to W W Jw w LL- LL M M e= J J w ¢#�°... W M OO i + =A+ t ♦ �iI /��y/ `�� m' e LLJ V) m V / -..: M �-? e S = =c 259 352 348 344 rn lot lit J W (0 352 M $ OO W of m V) W 1 0.51fe 1 PROPOS EAST OWLINE I o to " I i � 10+00 LEGEND: (CONT. -� - - - - - - - - -- - - PROPOSED SMUT LIMIT LINE TS FURNISH & INSTALL . TRAFFIC SIGNAL CONDUIT IR FURNISH & INSTALL IRRIGATION CONDUIT is FURNISH & INSTALL INTERCONNECT -CONDUIT 123 TR5 TR6 FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT TR3 =N0. 3 1/2 SIZE TR5 =NO. 5 SIZE ` TR6 =NO. 6 SIZE 1 CURVE NUMBER FOR CURVE DESCRIPTION 1 TAPER NUMBER FOR TAPER DESCRIPTION ITEM OF WORD - SEE SCHEDULE - CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS PER C.O.B._ STD. ST -4. (UNLESS OTHERWISE NOTED) CALTRANS TYPE IV ARROW, LEFT OR RIGHT AS APPLICABLE, TO BE PAINTED CALTRANS TYPE I ARROW 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.-_ con -----TTTTF' ull LO LO n POSED EAST FL WINE oa C> co 11+00 J 13+ 14+00 >: . W W W W W W w J. W. CI Q Q Cr © CI W W W CONSTRUCTION NOTES. NOTES* 1 CONSTRUCT TYPE "B" CURB &+BUTTER PER C.Q.B. STD ST -1 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN 2 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 Q.G. TO BE 3 UNITS STANDARD PLAN, RSP A88A CASE A. -RELATIVE � 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. T4 12" BEYOND. PER C OB. STD. S-12- , UNLESS -NOTED OTHERWISE. GUTTER LIP TO A DEPTH OF 12 . 05" 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: 6 OF TRACT IF A JACEN T UNIT IS NOT CONSTRUCTED AT THE SAME SECncw LETTER TIME.' REMOVE AND SALVAGE SIGN. WITH CONSTRUCTION OF ADJACENT UNIT. IL PAINT 12 LIMIT LINE USING THERMOPLASTIC:. PAINT PER 2 7 CALTRANS STANDARD SPECIFICATION 8010-21C-19. SHEET WERE SECTION IS SHOWN 8 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. (iD PAINT - DETAIL 22 (DOUBLE- YELLOW) STRIPING USING PAINT PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN 12 A73C WITH W-31(CA) SIGN WITH OM4 -3 MARKER. BARRICADE IS TO GO FROM FLOWLINE TO FLOWLINE. CONSTRUCT TYPE M MEDIAN CURB WITH 10 REVEAL PER C..O.B.. STD.. ST -2 (REVISED 6-2-99)... to -to ,Iq C:7 C}! W W Z CD -w CD t W 1 Iaf: cn 1� m (n fun fn z � CD L {flk v w W v 'U m fly :z C3 �- CN mm or- � ci Q vc..iz W w w cL ct � �� (A cn (n W W W [c i= ac w Q N N 0 CCD CC) 1. I- 0758 C> r rn M � � J W W W J J w w w cn N .. eia +.m.•+•,•p`^^y,�..u.r.....e.yw U + r r`+' i ¢ • U w � � a a { E S= 0 0.26 cc� n lco � Sri ' ui M M J W OO 00 J J W ul to W W Jw w LL- LL M M e= J J w ¢#�°... W M OO i + =A+ t ♦ �iI /��y/ `�� m' e LLJ V) m V / -..: M �-? e S = =c 259 352 348 344 rn lot lit J W (0 352 M $ OO W of m V) W 1 0.51fe 1 PROPOS EAST OWLINE I o to " I i � 10+00 LEGEND: (CONT. -� - - - - - - - - -- - - PROPOSED SMUT LIMIT LINE TS FURNISH & INSTALL . TRAFFIC SIGNAL CONDUIT IR FURNISH & INSTALL IRRIGATION CONDUIT is FURNISH & INSTALL INTERCONNECT -CONDUIT 123 TR5 TR6 FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT TR3 =N0. 3 1/2 SIZE TR5 =NO. 5 SIZE ` TR6 =NO. 6 SIZE 1 CURVE NUMBER FOR CURVE DESCRIPTION 1 TAPER NUMBER FOR TAPER DESCRIPTION ITEM OF WORD - SEE SCHEDULE - CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS PER C.O.B._ STD. ST -4. (UNLESS OTHERWISE NOTED) CALTRANS TYPE IV ARROW, LEFT OR RIGHT AS APPLICABLE, TO BE PAINTED CALTRANS TYPE I ARROW 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.-_ con -----TTTTF' ull LO LO n POSED EAST FL WINE oa C> co 11+00 J 13+ 14+00 >: . W W W W W W w J. W. CI Q Q Cr © CI W W W CONSTRUCTION NOTES. NOTES* 1 CONSTRUCT TYPE "B" CURB &+BUTTER PER C.Q.B. STD ST -1 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN 2 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 Q.G. TO BE 3 UNITS STANDARD PLAN, RSP A88A CASE A. -RELATIVE � 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. T4 12" BEYOND. PER C OB. STD. S-12- , UNLESS -NOTED OTHERWISE. GUTTER LIP TO A DEPTH OF 12 . 05" 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: 6 OF TRACT IF A JACEN T UNIT IS NOT CONSTRUCTED AT THE SAME SECncw LETTER TIME.' REMOVE AND SALVAGE SIGN. WITH CONSTRUCTION OF ADJACENT UNIT. IL PAINT 12 LIMIT LINE USING THERMOPLASTIC:. PAINT PER 2 7 CALTRANS STANDARD SPECIFICATION 8010-21C-19. SHEET WERE SECTION IS SHOWN 8 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. (iD PAINT - DETAIL 22 (DOUBLE- YELLOW) STRIPING USING PAINT PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN 12 A73C WITH W-31(CA) SIGN WITH OM4 -3 MARKER. BARRICADE IS TO GO FROM FLOWLINE TO FLOWLINE. CONSTRUCT TYPE M MEDIAN CURB WITH 10 REVEAL PER C..O.B.. STD.. ST -2 (REVISED 6-2-99)... to -to ,Iq C:7 C}! W W Z CD -w CD t W 1 Iaf: cn 1� m (n fun fn z � CD L {flk v w W v 'U m fly :z C3 �- CN mm or- � ci Q vc..iz W w w cL ct � �� (A cn (n W W W [c i= ac w Q N N 0 CCD CC) 1. I- 0758 S = =c 259 352 348 344 rn lot lit J W (0 352 M $ OO W of m V) W 1 0.51fe 1 PROPOS EAST OWLINE I o to " I i � 10+00 LEGEND: (CONT. -� - - - - - - - - -- - - PROPOSED SMUT LIMIT LINE TS FURNISH & INSTALL . TRAFFIC SIGNAL CONDUIT IR FURNISH & INSTALL IRRIGATION CONDUIT is FURNISH & INSTALL INTERCONNECT -CONDUIT 123 TR5 TR6 FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT TR3 =N0. 3 1/2 SIZE TR5 =NO. 5 SIZE ` TR6 =NO. 6 SIZE 1 CURVE NUMBER FOR CURVE DESCRIPTION 1 TAPER NUMBER FOR TAPER DESCRIPTION ITEM OF WORD - SEE SCHEDULE - CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS PER C.O.B._ STD. ST -4. (UNLESS OTHERWISE NOTED) CALTRANS TYPE IV ARROW, LEFT OR RIGHT AS APPLICABLE, TO BE PAINTED CALTRANS TYPE I ARROW 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.-_ con -----TTTTF' ull LO LO n POSED EAST FL WINE oa C> co 11+00 J 13+ 14+00 >: . W W W W W W w J. W. CI Q Q Cr © CI W W W CONSTRUCTION NOTES. NOTES* 1 CONSTRUCT TYPE "B" CURB &+BUTTER PER C.Q.B. STD ST -1 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN 2 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 Q.G. TO BE 3 UNITS STANDARD PLAN, RSP A88A CASE A. -RELATIVE � 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. T4 12" BEYOND. PER C OB. STD. S-12- , UNLESS -NOTED OTHERWISE. GUTTER LIP TO A DEPTH OF 12 . 05" 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: 6 OF TRACT IF A JACEN T UNIT IS NOT CONSTRUCTED AT THE SAME SECncw LETTER TIME.' REMOVE AND SALVAGE SIGN. WITH CONSTRUCTION OF ADJACENT UNIT. IL PAINT 12 LIMIT LINE USING THERMOPLASTIC:. PAINT PER 2 7 CALTRANS STANDARD SPECIFICATION 8010-21C-19. SHEET WERE SECTION IS SHOWN 8 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. (iD PAINT - DETAIL 22 (DOUBLE- YELLOW) STRIPING USING PAINT PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN 12 A73C WITH W-31(CA) SIGN WITH OM4 -3 MARKER. BARRICADE IS TO GO FROM FLOWLINE TO FLOWLINE. CONSTRUCT TYPE M MEDIAN CURB WITH 10 REVEAL PER C..O.B.. STD.. ST -2 (REVISED 6-2-99)... to -to ,Iq C:7 C}! W W Z CD -w CD t W 1 Iaf: cn 1� m (n fun fn z � CD L {flk v w W v 'U m fly :z C3 �- CN mm or- � ci Q vc..iz W w w cL ct � �� (A cn (n W W W [c i= ac w Q N N 0 CCD CC) 1. I- 0758 1 PROPOS EAST OWLINE I o to " I i � 10+00 LEGEND: (CONT. -� - - - - - - - - -- - - PROPOSED SMUT LIMIT LINE TS FURNISH & INSTALL . TRAFFIC SIGNAL CONDUIT IR FURNISH & INSTALL IRRIGATION CONDUIT is FURNISH & INSTALL INTERCONNECT -CONDUIT 123 TR5 TR6 FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT TR3 =N0. 3 1/2 SIZE TR5 =NO. 5 SIZE ` TR6 =NO. 6 SIZE 1 CURVE NUMBER FOR CURVE DESCRIPTION 1 TAPER NUMBER FOR TAPER DESCRIPTION ITEM OF WORD - SEE SCHEDULE - CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS PER C.O.B._ STD. ST -4. (UNLESS OTHERWISE NOTED) CALTRANS TYPE IV ARROW, LEFT OR RIGHT AS APPLICABLE, TO BE PAINTED CALTRANS TYPE I ARROW 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.-_ con -----TTTTF' ull LO LO n POSED EAST FL WINE oa C> co 11+00 J 13+ 14+00 >: . W W W W W W w J. W. CI Q Q Cr © CI W W W CONSTRUCTION NOTES. NOTES* 1 CONSTRUCT TYPE "B" CURB &+BUTTER PER C.Q.B. STD ST -1 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN 2 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 Q.G. TO BE 3 UNITS STANDARD PLAN, RSP A88A CASE A. -RELATIVE � 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. T4 12" BEYOND. PER C OB. STD. S-12- , UNLESS -NOTED OTHERWISE. GUTTER LIP TO A DEPTH OF 12 . 05" 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: 6 OF TRACT IF A JACEN T UNIT IS NOT CONSTRUCTED AT THE SAME SECncw LETTER TIME.' REMOVE AND SALVAGE SIGN. WITH CONSTRUCTION OF ADJACENT UNIT. IL PAINT 12 LIMIT LINE USING THERMOPLASTIC:. PAINT PER 2 7 CALTRANS STANDARD SPECIFICATION 8010-21C-19. SHEET WERE SECTION IS SHOWN 8 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. (iD PAINT - DETAIL 22 (DOUBLE- YELLOW) STRIPING USING PAINT PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN 12 A73C WITH W-31(CA) SIGN WITH OM4 -3 MARKER. BARRICADE IS TO GO FROM FLOWLINE TO FLOWLINE. CONSTRUCT TYPE M MEDIAN CURB WITH 10 REVEAL PER C..O.B.. STD.. ST -2 (REVISED 6-2-99)... to -to ,Iq C:7 C}! W W Z CD -w CD t W 1 Iaf: cn 1� m (n fun fn z � CD L {flk v w W v 'U m fly :z C3 �- CN mm or- � ci Q vc..iz W w w cL ct � �� (A cn (n W W W [c i= ac w Q N N 0 CCD CC) 1. I- 0758 con -----TTTTF' ull LO LO n POSED EAST FL WINE oa C> co 11+00 J 13+ 14+00 >: . W W W W W W w J. W. CI Q Q Cr © CI W W W CONSTRUCTION NOTES. NOTES* 1 CONSTRUCT TYPE "B" CURB &+BUTTER PER C.Q.B. STD ST -1 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN 2 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 Q.G. TO BE 3 UNITS STANDARD PLAN, RSP A88A CASE A. -RELATIVE � 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. T4 12" BEYOND. PER C OB. STD. S-12- , UNLESS -NOTED OTHERWISE. GUTTER LIP TO A DEPTH OF 12 . 05" 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: 6 OF TRACT IF A JACEN T UNIT IS NOT CONSTRUCTED AT THE SAME SECncw LETTER TIME.' REMOVE AND SALVAGE SIGN. WITH CONSTRUCTION OF ADJACENT UNIT. IL PAINT 12 LIMIT LINE USING THERMOPLASTIC:. PAINT PER 2 7 CALTRANS STANDARD SPECIFICATION 8010-21C-19. SHEET WERE SECTION IS SHOWN 8 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. (iD PAINT - DETAIL 22 (DOUBLE- YELLOW) STRIPING USING PAINT PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN 12 A73C WITH W-31(CA) SIGN WITH OM4 -3 MARKER. BARRICADE IS TO GO FROM FLOWLINE TO FLOWLINE. CONSTRUCT TYPE M MEDIAN CURB WITH 10 REVEAL PER C..O.B.. STD.. ST -2 (REVISED 6-2-99)... to -to ,Iq C:7 C}! W W Z CD -w CD t W 1 Iaf: cn 1� m (n fun fn z � CD L {flk v w W v 'U m fly :z C3 �- CN mm or- � ci Q vc..iz W w w cL ct � �� (A cn (n W W W [c i= ac w Q N N 0 CCD CC) 1. I- 0758 1. I- 0758 R/W q_ R/W 4.51 SIDEWALK-/ CURB & GUTTER 0.20' A.C. PAVING V_ '**--4.5* SIDEWALK L -0.40" AGG. BASE CURB & GUTTER 0.50' COMPACTED O.G. TO 95% RELATIVE DENSITY TYPICAL INTERIOR STREET SECTION SCALE: 1*=10' H0k1Z. �, �I Z 1 " =5' VERT. R/W -zj%0 -11%► R/W 4.5 SIDEWALK-` CURB & GUTTER 0200 A.C. PAVING "'-4.5' SIDEWALK 0.40" AGG. BASE CURB & GUTTER - - 0.50! COMPACTED- O.G. - TO. 95% RELATIVE DENSITY INTERIOR .STREET SEC110N B o '� SCALE: 1"=10' HORIZ_ �, � 2 ? " =5' _5 VERT. U C> M C> u c> < 4:1 TO MA 3 12 n n wNT 3 PHILBIN STREET (STA. 10+010.00 TO 1,1+72.00) - SCALE: 1 50' HORIZONTAL 1 5' VERTICAL 348 4:1 TO MATCH 344 to Lo 348 3443 3" CURVE TABLE CURVE RADIUS LENGTH HATHAWAY DELTA I .. 0) . CD 1 . 31.42' . 20.00' AVENUE CD 00 C) SEE SHEET 4 co U 3406 cn 0) zm -, CN C) C) C) c� C� 5 CN CN + + 1w in C) I 0 < LLj qr- c> C) r. m < P : "v 5 vt 13 R CD cn cn 00 /-/W N08720`00"W 00 172.00 + I bo An +00 11 � 4 r C INTERSECTION 101 3 I STA. 11+72.00 C.L., PHILBIN ST.= . STA. 11+52.11 C•L., HATHAWAY AVE. . ...... 0!: 2 D 14 C) 6J407. w W 48 C) co C) CD a Q -0- I c;d Z ~O U op o M ° Q CS C:)C> 20'_ :_120' M C_ ..pr) pe) C 4 L of (A 30 z: + + La HATHAWAY m cj AVENUE 15, 0- 1 ad tain SEE SHEET 4 PHILBIN STREET (STA. 10+010.00 TO 1,1+72.00) - SCALE: 1 50' HORIZONTAL 1 5' VERTICAL 348 4:1 TO MATCH 344 to Lo 348 3443 3" CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA I .. 0) . 1 1 20A0' 1 . 31.42' . 20.00' I . 90000,00 It # CONSTRUCTION NOTES: EQEND-w LEGEND: (CONT,) LEGEND* (CONTJ NOTES. ABBREVIATION S R1 PROPOSED SAWCUT LIMIT LINE CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST-1 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN F.L. FLOWLINE P.O.V.C. POINT ON FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: VERTICAL CURVE PLANS AND DETAILS. C.L. CENTERUNE' B.V.C. BEGIN VERTICAL CURVE *R1 -1 STOP "W3-1 STOP AHEAD TS FURNISH &- INSTALL- TRAFFIC SIGNAL CONDUIT CONSTRUCT- 4.5 COMBINATION SIDEWALK PER C.O.B. STD ST-3 2. LOCAL STREETS PAVEMENT TO BE 0.20' TYPE ""B" A.C. OVER ELEV. ELEVATION E.V.C. END VERTICAL 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.I. POINT OF INTERSECTION *R54' - DO..NOT ENTER '*S4-2* - WHEN CHILDREN ARE PRESENT 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)m - NO PARKING '*S4-3* - SCHOOL is FURNISH & INSTALL INTERCONNECT CONDUIT B.C. BEGIN CURVE PCC POINT OF COMPOUND CURVATURE *R3-5R" - RIGHT TURN ONLY '*R2-1'* - SPEED LIMIT 20 !23 IR5 TR6 CONSTRUCT 129 WIDE CROSS GUTTER PER C.O.B. STD. ST-17. 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5p OPENINGS E.C. END CURVE TC TOP OF CURB "R4-7" - KEEP RIGHT '*R7-9* - NO PARKING/BIKE LANE - FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT 4 COMPACT SUBGRADE TO 95% _OF MAX. TO-12" BEYOND.. TR3=NO. 3 1/2 SIZE "-TR5=NO. ` 5 - SIZE ' TR6---NO. 6 $4 PER C.-O.B.- STD.- S-12, UNLESS- NOTED OTHERWISE. P.I.V.C. POINT OF INTERSECTION T.P. TOP OF PAVEMENT *R81(CA)* - BIKE LANE GUTTER LIP TO A DEPTH OF 12 , OF VERTICAL CURVE F.C. FINISH CONCRETE *W31(CA)w - END W/OM4-3 MARKER N CURVE NUMBER FOR CURVE DESCRIPTION SAWCUT EXISTING E.P. 1" BACK OR AS DIRECTED BY CITY ENGINEER 4. RAISE EXISTING SEWER MANHOLES TO FINISHED GRADE. *W1 4-1 "_ -DEAD -END SIGN, NUMBERS ARE FEDERAL-,CODES G) FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST-13. *W14-2" - NO OUTLET UNLESS OTHERWISE INDICATED BY TAPER NUMBER FOR TAPER DESCRIPTION INSTALL W-31 (CA) SIGN WITH'OM4-3 MARKER AT UNIT BOUNDARY SECTION DESIGNATION: "Wl-7* - DOUBLE ARROW (CA). (CA) INDICATES CALIFORNIA 6 OF TRACT IF ADJACENT UNIT IS NOT CONSTRUCTED AT THE SAME SECTION LETTER @ EXISTING SURVEY MONUMENT »Wn -s* - SINGLE ARROW CODE& ITEM OF WORK SEE SCHEDULE TIME. REMOVE AND SALVAGE SIGN WITH -CONSTRUCTION AD,JACENT FURNISH & INSTALL STREET NAME SIGN PER C.O.B. STD. T-1. W1-1 -CURVE ARROW UNIT. *W3-3* SIGNAL AHEAD CONSTRUCT le BOTTOM WIDTH DRIVEWAY W/3' WINGS PAINT 1.21" LIMIT LINE USING THERMOPLASTIC PAINT PER. 4 D FURNISH & INSTALL METRO STREET NAME SIGN PER -C.O.B.- STD. T-1. STORM DRAIN REFER TO SEWER &STORM DRAIN PLANS PER C.0.13-. STD. ST-4. (UNLESS- OTHERWISE NOTED) 7 SHEET WHERE SECTION IS SHOWN - - 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 CALTRANS TYPE IV ARROW, LEFT OR RIGHT AS APPLICABLE, BE PAINTED CONSTRUCT- 5.5' COMBINATION SIDEWALK PER C.O.B,. STD ST-3 R J- FURNISH & INSTALL STREET LIGHT-9500 LUMEN PER C.O.B. STD. DET. ST-14. CATCH BASIN REFER TO SEWER & STORM DRAIN PLANS. :.4 CALTRANS TYPE I ARROW RELOCATE EXISTING POLES BEHIND THE CURB, GUTTER & SIDEWALK ,6 4 STORM ---DRAIN -PLANS- s -SEWER REFER TO -SEWER AS APPLICABLE, TO BE PAINTED 5- DIRECTED SEWER MANHOLE REFER TO SEWER & STORM DRAIN PLANS. NOTE: 1 REMOVE AND DISPOSE OF EXISTING A.C. PAVEMENT. .......... SEE CALTRANS TRAFFIC MANUAL FOR. DETAILS, ALL PERMANENT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT SEWER CLEANOUT REFER TO SEWER & STORM DRAIN PLANS. PAINT DETAIL 22 (DOUBLE-YELLOW) STRIPING USING PAINT PER PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. CALTRANS STANDARD SPECIFICATION 8010-21C-19. TRACT BOUNDARY to 100 =so j , ALL TEMPORARY STRIPING SHALL BE NON-THERMOPLASTIC. INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN UNIT BOUNDARY 12 A73C WITH W-31(CA) SIGN WITH OM4-3 MARKER. BARRICADE 1% A.C. PAVEMENT TO BE� REMOVED AND- DISPOSED.' IS TO GO FRO-M ..FLOWLINE.: TO FLOWLI NE. kj ()tJ Ll CONSTRUCT TYPE "M* MEDIAN CURB WITH 101* REVEAL .v :741- PER C.O.B. STD. ST-2 (REVISED 6-2-99)., Is o NIV � ;fi M oho M. c%j -0- uj C) La Uj 0- 1 0� elf < C14 04 00 c) bt7l CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA 50.34RT. 30.00* 47.40 30.28* 90031"46* 16+71.35 30.001 46.851 29.72* 89*28114" 3 35.000 54.671 34.70* 89"30*00* tt >: SEE-SR-119 (TAFT HIGHWAY) TRACT NO. 6758 in -Cr STREET IMPROVEMENT PLANS STREET IMPROVEMENT PLANS. TAPER 'DATA NO-. t 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 57-12IRT. 17+21.35 57.51 RT. 17+26.35 57.78RT. 17+31.3-5 57.95R-T. L 17+36.35 58.00RT. TAPER DATA No. <2> (FUTURE) TAPER DATA NO.* <3>, t -STATION OFFSET FROM q 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 4.50RT. 17+00.35 0.50LT. 17+05.35 1.26LT. 22+80.37 1.89LT. 17+15.35 2.37LT. 17+20.35 2.72LT. .17+25.35 - 2.93L-T.- 17+30.35 3.00LT. t STATION OFFSET FROM C, 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 49.74R T. 22+40.37 50.50RT. 22+70.37 55.50RT. 22+75.37 56.26RT. 22+80.37 56�89R-T. 22+85.37 57.38RT. 22+90.37 57.72RT. 22+95.37 57.,93RT., 23+00.37 58.00RT. TAPER DATA NO. <4> (FUTURE) STATION OFFSET FROM Q 22+00-.02 3.00RT. 22+05.02 2.93RT. 22+10.02 2.72RT. 2 . 2+15-02 2.38RT. 22+20.02 1.89RT. 22+25.02 1.26RT• 22+30.02 O.50RT. 22+60.02 4.50LT. 22+65.02 5.26LT. 22+70.'02 5.89L-T. 22+75.02 6.37LT. 22+80.02 6.72LT. 22+85.02- 6.93LT. 122+90.02 7.00LT. Ck 7 SAWCUT 0 MATCH EXISTING PAVEMENT EXIST. PAVEMENT i I TO REMAIN �FUTURE MEDIAN PROPOSED EAST MEDIAN CURB 0.450 A.C. PAVING oc z 0 6 __j 0-40' AGG. BASE © C)cp 0 0 :zoo 11# ca 1.65p COMPACTED O.G. TO F-_ C) °• -1 nw 6 d z _1 P-: 95% RELATIVE DENSITY U uj w C) C> ck: (n _j C-) �s __j U) ++ =Do I C> F-- z: C) w Im 6 6 u") 0 0 Q c> w ix C> C> a C)n CNI U- CL (no c> a C>w) re) uj a- C) cx cc 9R, #,.. # ui cr. Pei fk.-* m _00 uj M ui pw woe Fr. M CL ul -co Q- __q w C> . *1 ft - w ._j a- = __j J u) Q + U 0 CD wx ::> c� R5 R 0 �<_ <0 cc. C� * Q < co uj C-3 u- a < C14 1 _y 0 rn W uj w T Z512W _j I- U.J.1l W .4 EXISTING CAL-TRANS R/W,PER F5 co ql I cnu.<- W --Jj C]L C) CA a6. i c4 n F=- cc) r C14 CIS! mmo_ cn-H W L__uj <n nCI4 DOC. #0205296026 O.R. RIGHTS OF THE R Fc I,- w R 25 uj + <m w-w < u-i n c> m C5 CL. __H uj to -H C--)j UJ.--, + r% w + C6 w c co cn < ;� cO -H w + +Go uj 14 1- PUBLIC FOR Md + + n q- ce (n + M (1) 6" SCH. 40 uj c> uj C> c1q ROAD PURPOSES Ck: Cq z 0 01 <c Ui < M UJ (2) Y SCH. 40 j M= LLJ LL_ ;5 . LLJ �� - < M I- m m uj U L.Lj tAj + LAJ M V) F-: cn V) c_> ---OH PVC SLEEVES cn V) uj W C-4 En r ; ,. � EXIST. E TO EXIST. E P FUTURE- MEDIAN 13 12 5 EYJST. E P 5 FUTURE MEDIAN 5 min TO REMAW 14+00 -.15+00 N007527 TO REMAIN hi 4 07 12 -- - - - - -- 3 E 485. 20+00 NOO*25*2r 21+00 ?i N t 3 p IN N - TO 7 7 7,7m\R, N 2: N SR-1 19 IGHWA' H N 11 . E.P N, NEW 7 41WT IMPROI FEMENT zh z1v llz� 2 PROPOSED 0013. Ln TEMPORARY E•P. If I - EX. R/W-) t1i _00 8 LO -------------- SEE TAF WAY ....... ----- ------------ - - ----- - - - - -- .a (8 NEW E.P. 7 2 -------- ----- --------- ----- TR IC Ic k, PLANS FOR Rc ic DETAILS ------ R7-9 R7-9 Ic FUTURE ..,.FUTURE c Ic 2b(CA)/R81 (CA) 6,34G5 CURB & GUTTER t R IN R/WJ T R26 R/W R26(CA) R/W cx EXISTING CAL-TRANS R/W kR C> 3 'Ilk C> Z C:) ui DOC. #0206012500 O.R. c> CN m am U-) 0 RECONSTRUCT DRI APPROACHES 'J Ivy < cx C) n il - =:> 04 a (x w Ui c) '17 C> -�W to UJ . W_ - q* I I 'V I PROPOSED BLOCK I PROPOSED BLOCK WITHIN EXISTING STREET R IN AS 00 L.L: C) WALL-SEE WALL C) m U C) I p WALL -SEE WALL cn NECESSARY TO PROVIDE S600TH qq, m w tn C6 00 m mm - . M LO La ul , PLANS FOR.. DETAILS qo- U) 6 PLANS FOR DETAILS TRANSITION TO EXISTING'DRP"Ays " w LLI - I OD _j _j U") C) L0 CL . . L0 0 • in CL __j _j U- __-L U") CN FOR NEW E.P. z U I Z5 __j J M a- . C r_ u') u, > to to C3 c> c> 0 CL C:) CL U u- U-* 0 c 20' 20 3 1.1- # U- w # --I Q LLJ + + Lj + m Llf) �g ON! n rf) 00 1 .. 1 .1 Lu Lu e C5 ad LO _j I . . - QD co Inin I'l �e n 130 30 C) C) (D C) cy) m C> 1* w C3 i (D CC) rn re) p ge- I - + + fiotc m m < uj Otis LL En V) Mm V)LLJ + + i w L.L 1---% mm =3 ag A r-, r,-. 0 mm ++ q* 144, uj C:> o++ _j + + U- CO (0 a! 4r� z: *w__ + + a + PROVINCETOYM AVENUE a c> 250 C4,4 Lj CL + . 010% NOT A PART W) co L&_J F7- LLJ (f) w (3 SEE SHEET 6 * 44C U c> z CENTERLINE B.V.C. BEGIN__ VERTICAL CURVE m LLI Crf M m V) V) 4 F<- F<- M. En w LLj En pm 344 LL_ U cn(n N __j . W LLI Z M La V) Ye SAWCUT 0(� FUTURE MEDIAN—"" PA EXIST. VEMEN TO REMAI 348. LEGEND: SEE SR-1 19 (TAFT HIGHWAY) STREET IMPROVEMENT PLANS TRACT NO. -6758 STREET IMPROVEMENT PLANS 00 . 010% S=_ D 40% W) co 00 R1 i 4--- 6 co CENTERLINE B.V.C. BEGIN__ VERTICAL CURVE SCAL 1 50' HORIZONTAL FU RE FLO INE ELEV. >; u- r- "R6-1'* - ONE WAY *S5-2* -END SCHOOL ZONE 344 BEGIN CURB RETURN P.I• POINT OF INTERSECTION W "R5-1 DG NOT ENTER PS4-2" CHILDREN ARE PRESENT __j . W uj Ye uj BEGIN CURVE PCC POINT OF COMPOUND CURVATURE o 1* uj :1 U- LL: m LL: • w ul to OF VERTICAL CURVE r.C. FINISH CONCRETE w U t6 LAj C> w (2) LO C) Of LLJ + LL 1. W LAJ + cat iR - 3_+G_0__ *W1-7" DOUBLE ARROW (CA). (CA) INDICATES CALIFORNIA @ =3 LL_ U- V) U- (f) SAWCUT 0(� FUTURE MEDIAN—"" PA EXIST. VEMEN TO REMAI 348. LEGEND: S= 29% �3 (S-TA. t ----------- . 010% S=_ D 40% F.L. f R1 i 4--- C•L.. CENTERLINE B.V.C. BEGIN__ VERTICAL CURVE SCAL 1 50' HORIZONTAL FU RE FLO INE ELEV. ELEVATION E.V.C• END VERTICAL CURVE u- r- "R6-1'* - ONE WAY *S5-2* -END SCHOOL ZONE 344 BEGIN CURB RETURN P.I• POINT OF INTERSECTION W 0.45* A.C. PAVING 0.40* AGG. BASE 1.65 COMPACTED O.G. TO 95% RELATIVE DENSITY p 48';-58' 11+00 12+00 R/W It VARIES LANDSCAPE ---------- I ft LOT 13+00 PROPOSED BLOCK WALL SAWCUT FUTURE MEDIAN EXIST. PAVEMENT TO REMAIN q 14+00 0.45' A.C. PAVING 0.40' AGG. BASE 1.65" COMPACTED O.G. TO 95% RELATIVE DENSITY 65 15+00 16+00 R/W It 9 LANDSCAPE 6 -1 LOT LEGEND: LEGEND.- (CONT.) �3 (S-TA. 10+00.OG TO 23+85.28) . 010% F.L. FLOWLINE P.O.V.C. POINT ON VERTICAL CURVE R1 i FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: C•L.. CENTERLINE B.V.C. BEGIN__ VERTICAL CURVE SCAL 1 50' HORIZONTAL '"Rl-l" - STOP 8'W3-1*` - STOP AHEAD ELEV. ELEVATION E.V.C• END VERTICAL CURVE u- r- "R6-1'* - ONE WAY *S5-2* -END SCHOOL ZONE C) BEGIN CURB RETURN P.I• POINT OF INTERSECTION W "R5-1 DG NOT ENTER PS4-2" CHILDREN ARE PRESENT cn 1 5' VERTICAL C> END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE 41, r C14 "R26(CA) NO PARKING *S4-3 0 _LIEN. SCHOOL B.C. BEGIN CURVE PCC POINT OF COMPOUND CURVATURE o 1* " R3 - 5R " RIGHT TURN ONLY "R2-1 " SPEED LIMIT 20 E.Col END CURVE TC_ TOP OF..CURB u") to P.I.V.C. POINT OF INTERSECTION T.P. TOP OF PAVEMENT c*4 04 "R81 (CA)" - BIKE LANE V in OF VERTICAL CURVE r.C. FINISH CONCRETE M. I.- *W31(CA)" - END W/OM14-3 MARKER NOTE: FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST-13. w V) FUTURE MEDIAN "W14 -1" DEAD END.. NUMBERS ARE FEDERAL CODES *W14-2* NO OUTLET UNLESS OTHERWISE INDICATED BY 24 6' - 3_+G_0__ *W1-7" DOUBLE ARROW (CA). (CA) INDICATES CALIFORNIA @ EXISTING SURVEY. MONUMENT >; *W1---V.- SINGLE .ARROW CODES. < v - >: *Wl-l* CURVE ARROW (n FURNISH & INSTALL STREET NAME SIGN PER C•O•B. STD. T-1. �U_j mW3-3* SIGNAL AHEAD UJ w uj __j uj D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS -<Z>- FURNISH & INSTALL STREET LIGHT-5800 LUMEN PER C•O.B. STD. ST-14. _j STORM DRAIN MANHOLE - REFER TO SEINER & STORM DRAIN PLANS U >_ 4 LL_ FURNISH & INSTALL STREET LIGHT-9500 LUMEN PER C.O.B. STD. DET. ST-14. 4< W - CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. IMPROVEMENTS s SEWER - REFER TG SEWER & STORM- DRAIN PLANS 0 PER TRACT 6757 CO SEWER MANHOLE REFER TO SEWER & STORM DRAIN PLANS. uj + + 0 SEWER CLEANOUT REFER TO SEWER & STORM DRAIN PLANS. LL: I C5 r*-- " C> (" TRACT BOUNDARY 0� m z -J m LLj C%j z uj r%, X 00 14- W LLJ C> Z M 00 m m w W=> M (:> r"- =3 cm 5 41 x LLj i QD C> i* r4 f) ti LAJ LLj (6 < (A C) U M M MID + L.Lj Pf) LLJ 0 01 WI- LLJ V) V) U- C) aC -1 LLi 0 W F m V) 0 m V) Of d IN 0 w 0 LL_ U) LLJ (f) m V) Ld m LAJ to LIJ uj CX3 W w uj w > V) Z z �LLJ < -j U_ U- C) 4 6 < It T C) Qz n 0 r- 0) z: c1c _tn ;g Lu tr APPRO [MA EXISTING GROUN 0 EN RUNE C) 14+00 0.45' A.C. PAVING 0.40' AGG. BASE 1.65" COMPACTED O.G. TO 95% RELATIVE DENSITY 65 15+00 16+00 R/W It 9 LANDSCAPE 6 -1 LOT EAST 'IFLOWUNE 17+00 PROPOSED BLOCK WALL SAWCU, T 0 Ck MATCH EXISTING PAVEMENT EXIST. PAVEMENT TO REMAIN Now LEGEND: LEGEND.- (CONT.) �3 -0.25% ' ABBREVIATIONS . 010% F.L. FLOWLINE P.O.V.C. POINT ON VERTICAL CURVE R1 i FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: C•L.. CENTERLINE B.V.C. BEGIN__ VERTICAL CURVE _j :::> C! '"Rl-l" - STOP 8'W3-1*` - STOP AHEAD ELEV. ELEVATION E.V.C• END VERTICAL CURVE u- r- "R6-1'* - ONE WAY *S5-2* -END SCHOOL ZONE B.C.R. BEGIN CURB RETURN P.I• POINT OF INTERSECTION W "R5-1 DG NOT ENTER PS4-2" CHILDREN ARE PRESENT E.C.R. END CURB RETURN P.R.C. POINT OF REVERSE CURVATURE 41, r C14 "R26(CA) NO PARKING *S4-3 0 _LIEN. SCHOOL B.C. BEGIN CURVE PCC POINT OF COMPOUND CURVATURE C) d) " R3 - 5R " RIGHT TURN ONLY "R2-1 " SPEED LIMIT 20 E.Col END CURVE TC_ TOP OF..CURB iii W - + "R4-7" - KEEP RIGHT- *R7-.9n NO PARKING/BIKE LANE P.I.V.C. POINT OF INTERSECTION T.P. TOP OF PAVEMENT c*4 04 "R81 (CA)" - BIKE LANE V in OF VERTICAL CURVE r.C. FINISH CONCRETE M. I.- *W31(CA)" - END W/OM14-3 MARKER NOTE: FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST-13. w V) FUTURE MEDIAN "W14 -1" DEAD END.. NUMBERS ARE FEDERAL CODES *W14-2* NO OUTLET UNLESS OTHERWISE INDICATED BY 24 6' - 3_+G_0__ *W1-7" DOUBLE ARROW (CA). (CA) INDICATES CALIFORNIA @ EXISTING SURVEY. MONUMENT 77'\, *W1---V.- SINGLE .ARROW CODES. < v - *Wl-l* CURVE ARROW (n FURNISH & INSTALL STREET NAME SIGN PER C•O•B. STD. T-1. 110 (2) 3" SCH. 40 00 mW3-3* SIGNAL AHEAD + FURNISH & INSTALL METRO STREET NAME SIGN PER G.O.B. STD. T-1. D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS -<Z>- FURNISH & INSTALL STREET LIGHT-5800 LUMEN PER C•O.B. STD. ST-14. 0 STORM DRAIN MANHOLE - REFER TO SEINER & STORM DRAIN PLANS E3) FURNISH & INSTALL STREET LIGHT-9500 LUMEN PER C.O.B. STD. DET. ST-14. 3 CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. IMPROVEMENTS s SEWER - REFER TG SEWER & STORM- DRAIN PLANS 0 PER TRACT 6757 0 SEWER MANHOLE REFER TO SEWER & STORM DRAIN PLANS. Uj • ;9 cx 0 + + 0 SEWER CLEANOUT REFER TO SEWER & STORM DRAIN PLANS. <;21w n e-N r%- I C5 r*-- " TRACT BOUNDARY -J m LLj C%j z UNIT BOUNDARY EAST 'IFLOWUNE 17+00 PROPOSED BLOCK WALL SAWCU, T 0 Ck MATCH EXISTING PAVEMENT EXIST. PAVEMENT TO REMAIN Now "" WIND 0C W I ILK S _ r%14 514 �3 -0.25% ' :0 U) . 010% uj lx 0 M CD F_ _j :::> C! 4 o _j u- r- jai 2 Uj ICE < 7 W En C.D © z: w 41, r C14 M r*-. CN u") m 19+00 C) d) 20+00 C44 iii W - + G0 00 c*4 04 R/W V in 60'-- M. I.- Ln 54' w V) FUTURE MEDIAN 6" 24 6' - 3_+G_0__ 419.�4 _419V3 9 77'\, < v - F= I Ln >c 1w FUTURE MEDIAN 4s 1A 11 1-57*-2.87 FUTURE & SHOULDER 7!::2.87* VARIES 2% EX. GROUND 0.45' A.C. PAVING 0.40! AGG. BASE 1.85' COMPACTED O.G." To 95% RELATIVE DENSITY NM0' N N 0? n, FUTURE CURB & GUTTER S=O. 21+00 74 PA- 65 R 9# LANDSCAPE AREA 51' 6 i 2 III N W BLOCK LL - ASHE ROAKG "" WIND 0C W I ILK SCALE- 1, =10! HORIZ._ �3 -m ( :0 U) 1 =5' VERT. uj lx 0 M CD F_ _j :::> C! C:) p _j u- r- => 1� < M ICE < 7 7 acs En C.D © z: w 41, r C14 M r*-. CN u") m C) d) C44 iii W - + p LLJ + ^ -r 00 c*4 04 c1q 12 . V in M. I.- Ln w V) FUTURE MEDIAN C1 - 3_+G_0__ 419.�4 _419V3 24+00 77'\, < v - '10. (n 00 110 (2) 3" SCH. 40 00 5 9 MEDIAN CURB PVC SLEEVES _j PER TR. 6757 :z SEE STREET 3 IMPROVEMENTS Li < o- 0 PER TRACT 6757 R7-9 ZD (n U) m (A -m ( :0 U) 7 F_ 7 R26(CA)7 C) 00 00 w LO Ln C1 C> < '10. (n 00 Q0 1 Q U- _j ---- mm :z (j u- Li < o- 00-o' ry :z Uj • ;9 cx 0 + + LLJ z Pf") C) - <;21w n e-N r%- I C5 r*-- " -J m LLj C%j z 04 C) C) C) + + => I Q 0 to U4 C6 CD 00 m m ci :z cm 5 41 x LLj i . . u 5 N C4 m - + + n (A C) U - C) MID Wu) WI- LLJ V) V) uj 6• in v) C) -1 LLi LIJ uj CX3 W w uj w > V) Z z �LLJ < -j U_ U- C) w 0- 6 < LAJ C) to n 0 r- 0) z: c1c _tn ;g Lu tr v- v- + C) m M LL_ M M UJ __j u- + m- + < mu U) Lb z in <J :0 M CL 3' 4* SAWCUT 0 MATCH EXISTING PAVEMENT EXIST. PAVEMENT TO REMAIN 34a _S=- A25X_ PROPO ED EAST SEE STREET , FLOWLIN� MPROVEMENISj isearn 04s, 22+00 23+00 24+00 PA 64! FUTURE MEDIAN PROPOSED EAST MEDIAN CURB 0.45" A.C. PAVING 0.40' AGG. BASE- ' 55' 2.0% --------- SECTION ASHE ROAD 1.65 COMPACTED G•G. TO, • 959 RELATIVE DENSITY SECT[O ASHE ROAD SCALE: 1*=10" HORIZ. �3 SCALE: f=10* HORIZ. 11 90-59 VERT. 1"___�5! L VERT. �3 LEGEND: (CON CONSTRUCTION NOTES., NOTES*. PROPOSED SAWCUT LIMIT LINE CONSTRUCT TYPE "B"' CURB & GUTTER PER C.O.B. STD ST-1 1. SEE SEWER AN D STORM DRAIN PLANS FOR STORM DRAIN PLANS AND DETAILS. Ts FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT C.Q.B. CONSTRUCT *.5! COMBINATION SIDEWALK STD ST-3 2. LOCAL STREETS PAVEMENT TO BE 0.20" TYPE "B" A.C. OVER IR FURNISH & INSTALL IRRIGATION CONDUIT CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL .3 0.40** AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE ic FURNISH & INSTALL INTERCONNECT CONDUIT U t4l TS STANDARD PLAN- RSP A88A - CASE - A. COMPACTED- TO. 95% RELATIVE— DEN SI TY' PER 'C' * 0 B. STD. ST- 9.^r, M TR6 FU CONSTRUCT 12 WIDE CROSS GUTTER PER C.O.B. STD. ST-17. OPENINGS LR 3 5 FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT 3. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENI COMPACT SUBGRADE TO 95% O F MAX. TO 12" BEYOND PER C.O.B. STD. S-12, 'UNLESS TR3=N0. 3 1/2 SIZE TR5=NO. 5 SIZE TR6=NO. 6 SIZE 'NOTED OTHERWISE. GUTTER LIP TO A DEPTH OF 12 CURVE NUMBER FOR CURVE DESCRIPTION SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER 4. RAISE EXISTING SEWER MANHOLES TO FINISHED GRADE. TAPER NUMBER FOR TAPER DESCRIPTION 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 ITEM OF WORK - SEE SCHEDULE TIME. REMOVE AND 'SALVAGE r SIGN. WITH CONSTRUCTION OF ADJACENT' LEM UNIT. CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY WIS WINGS PER C.O.B. STD. . ST-4. (UNLESS OTHERWISE NOTED) PAINT 12" LIMIT LINE USING- THERMOPLASTIC PAINT PER SHEET WERE SECTION IS %iOft CALTRANS STANDARD SPECIFICATION 8010-21C-19. CALTRANS TYPE IV ARROW, LEFT OR RIGHT AS APPLICABL.E, TO BE PAINTED 8 CONSTRUCT 5.5 , COMBINATION SIDEWALK L PER C.O•B. STD ST-3 CALTRANS TYPE I ARROW RELOCATE EXISTING POLES BEHIND THE CURB, GUTTER & SIDEWALK AS APPLICABLE, TO BE PAINTED-- AS DIRECTED' BY THE ENGI'NEER_ * NOTE: 10 REMOVE AND DISPOSE OF EXISTING A.C. PAVEMENT. SEE CALTRANS TRAFFIC MANUAL FOR : DETAILS ALL PERMANENT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PAINT DETAIL 22 (DOUBLE-YELLOW) STRIPING USING PAINT PER PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. CALTRANS STANDARD SPECIFICATION 8010-21C-19. ALL TEMPORARY STRIPING SHALL BE NON-THERMOPLASTIC. 12 INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W-31(CA) SIGN WITH OM4-3 MARKER. BARRICADE A.C. PAVEMENT TO BE REMOVED AND DISPOSED. IS TO GO FROM 'FLOWLINE TO FLOWLINE. 1 V 3 L 37 MEDIAN CURB WITH 10" REVEAL CONSTRUCT TYPE " fie 1' %.ji 4wo a v , , .6-2-99). "o tl PER C.G.B. STD. ST.-2 .(REVISED R/W1 1 9 -1 LANDSCAPEI. AREA 6t 2, PROPOSED BLOCK WALLL 2% HINGE POINT 5.5" SIDEWALK CURB & GUTTER ra -�oa(f 1. l- i��.sF� ZD (n U) m (A -m ( :0 U) F_ :z LLJ Of :z :z :z m m ci :z m (A C) U - C) <0 C) -1 LLi LIJ CX3 > 4r� r1e) 6 to C) _tn c n M C) C.) <J :0 n::: wwwww Of 0:: cK CD a- a- 0- CL� I � n n in in uj W (n Lu cn, W cn w U, .1u, 51 n:: 0C ck� a-: Of r,- Cn cy --�, cnp ---, Cnl, cor, C-4 v-- c) C) d- < CD CD CN C CSI P`- 010 .. 00 C� . C3 <n . CD v-- . . 1. l- i��.sF� H M L ZS SEE SR-1 19 (TAFT HIGHWAY) TRACT NO. 6758 4", STREET IMPROVEMENT PLANS STREET IMPROVEMENT PLANS cn 0 CN w LLJ U 04 L :ce tr a C) > to c%4 C44 04 Q m C4 Lo < Cr c1*4 V_ C4 rq V_ C) C#4 OD C) C> ul C:) 00 04 C) 04 q* C) C) :;-c a ..j C) L0 LLJ + 00 00 CN ul) z Q T-1 _j o6 �.o y. + + + 00 => -;5 + - to C> z V_ w cn qt U> n cq 04 0 m 5 W to W qqr 9T RIGHTS OF THE 0 ul co LLJ M r-- p... 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DETAIL 22(T) 12+00 11Y SEE SHEET 3_� MEDIAN CURB FUTURE MEDIAN CURB 13+00 8+00 TRACT BOUNDARY MEDIAN CURB 14+00 00*25 SEE SHEET 13 19:211 f5+0 2=6. 02 rr- PER TR. 6757 40.-W Nut `2rrE 165.65 r77 N, 0+00 �c_ 4 22+00 MEDIAN I B MEDIAN ulAIAELEou EE S T 00 2 i10 '2IS5'2:E 1 -24+00 *2 7 =_4= --7= 419.43 N7ow _ftll ph C3 ULIMIL 470k1)._p_ MUNN SEE SHEET 13 \_nFTA all A EXLSL-W �LASMRS_ EXI ST. R /W It. 27B(T) DETAIL STRIPING I L 22(T) ;7- - -- . T- 1 1 _cm- I \J PER TR. 6757 FUTURE i - _ pki - 6' Go zo 00 Lo MEDIAN D2 -3 TC -H. Ex- uGHT -DETAIL 39 C=> Lo DETAIL* 39 Ln DETAIL 38 /ow DETAIL 39 LO DETAIL 39 clo ---- ----------- .1 _1 pm - - - - - - - - - ON POLE PVC SLEEVES - - - - - - -- - - - - - - - - TR E III ARKUW111 '%,-DETAIL 38 Lo '.10, - - I - - I i _�_l 1�r_ FL, Ic F Ic ic IR5 /00" R26(q)V) _R26 FUTURE R/W r (CA)A81(CA) 6J4 R7-,g -9 CURB & GU R R7 f TTq R7W 02JZtf%AN R7-9 EXISTING CAL-TRANS R/W PER PROPOSED BLOCK WALL PA FUTURE R/W F I -LOCK -A PROPOSED B LL x FD. K.C.S. CONC. MON. DOC. # 0205296026 O.R. SEE WALL PLANS FOR SEE WALL PLANS FOR z REFER TO TR. 6757' DOWN 24" FOR WITNESS DETAILS DETAILS E III ARROW • T1 t � �� l t STREET IMPROVEMENTS CORNER 40"' NORTH'OF I ,© II dry` A I FOR- EXTENSION OF C) C> C> C) C) C) II II S.W. COR. SEC. 34o 30/27 rT7 r.:. PAVEMENT MARKINGS AND C) �,n 00 cn PER R/S BK. 159 PG. 'It ) I STREIT IMPROVEMENT 11. 11 vo- n 0- ol p �0' 30 1 - � I I I I I j- 'Nr % --i . J I Co __j CD u 000 1 gs w-4 A%:' -4 cn co Pei re� V) ,.v C5 C L" w EXI N HOUq _j 28 i f f If". Muo S/zo I I 4Q U --i II a !I EXISTING CAL- ANS R/W PER __j z to 11::� 11:u M F--- ooz Lo to -sit pq �� CN C4 V_ V_ + t co DOC. #02060125 0 0 R. d z I ;� 4r-, i I AD 1 20' 20 UJ W) uj K) L" + UJ + to V) "I _j co + + 51 2 53 F 54 1 55 1 5-6 M a 0) 2 3 F 1- 4 + M I X I , t 1-1 r3 0' 1 30' UJ 1�- W t, j rr) tjj < x D in = M LLj cn C4 44 r %, 04 PLEASE REFER TO + NOT A PART C.D U-) uj LLJ wen M (n m cn Lu U) LLJ (1) L" PROVINCETOWN- AVENUE wo t 4 < z< �- M U) ujml(/) 1500.00* 1500`.00 100.56* 100.56L SR-119 (TAFT HIGHWAY) >: CAL-TRANS TYPE 1 (10) ARROW b I ur ci AHEM uj cr- "HANDICAP" MARKING PER CAL-TRANS STANDARDS STREET IMPROVEMENT PLANS uj f.- u- Of LEFT OR RIGHT AS APPLICABLE V) Z" U)ILO co BEGIN CURVE PCC POINT OF COMPOUND CURVATURE "R3 -5R" - RIGHT TURN ONLY *R2-1" - SPEED LIMIT 20 U END CURVE TC TOP OF CURB 0..©p C:> c> P.I.V.C. POINT OF INTERSECTION T.P. TOP OF PAVEMENT F= WC> C5 uj "R81(CA)" - BIKE LANE 0 c> END W`/OM4-3 MARKER. NOTE: © 6 FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST-13. 49CE < to 0 UNLESS OTHERWISE INDICATED BY @ EXISTING SURVEY MONUMENT "W`1-7" - DOUBLE ARROW (CA). (CA) INDICATES CALIFORNIA "W1 -V - SINGLE ARROW CODES. Er_X1P,Sj3T. OVERHEAD T t_1 E'P H }}y^^"''' N f N F *W`1-1* CURVE ARROW "W3-3" SIGNAL AHEAD ELK !/w- TELE, LINE PEDESTAL D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS SHEI L PIPO-INE 41 STORM DRAIN --MANHOLE-- - REFER- TO SEWER & STORM DRAIN -PLANS C) FURNISH & INSTALL STREET LIGHT-9500 LUMEN PER C•O.B. STD. DIET. ST-14. x FXK1 lk SEWER - REFER TO SEWER & STORM DRAIN PLANS !7.EAST.. OVERHFAD ELEC, LINLE R I SEWER CLEANOUT = REFER TO SEWER & STORM DRAIN PLANS. EX� R 1/1 W S.W. COR.-SEC- 34 30/27 (If M W :z W :. 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ASHE ROAD/ NOO*25 27 E 11 +oo EXIST."' DETAIL 22(T) 12+00 11Y SEE SHEET 3_� MEDIAN CURB FUTURE MEDIAN CURB 13+00 8+00 TRACT BOUNDARY MEDIAN CURB 14+00 00*25 SEE SHEET 13 19:211 f5+0 2=6. 02 rr- PER TR. 6757 40.-W Nut `2rrE 165.65 r77 N, 0+00 �c_ 4 22+00 MEDIAN I B MEDIAN ulAIAELEou EE S T 00 2 i10 '2IS5'2:E 1 -24+00 *2 7 =_4= --7= 419.43 N7ow _ftll ph C3 ULIMIL 470k1)._p_ MUNN SEE SHEET 13 \_nFTA all A EXLSL-W �LASMRS_ EXI ST. R /W It. 27B(T) DETAIL STRIPING I L 22(T) ;7- - -- . T- 1 1 _cm- I \J PER TR. 6757 FUTURE i - _ pki - 6' Go zo 00 Lo MEDIAN D2 -3 TC -H. Ex- uGHT -DETAIL 39 C=> Lo DETAIL* 39 Ln DETAIL 38 /ow DETAIL 39 LO DETAIL 39 clo ---- ----------- .1 _1 pm - - - - - - - - - ON POLE PVC SLEEVES - - - - - - -- - - - - - - - - TR E III ARKUW111 '%,-DETAIL 38 Lo '.10, - - I - - I i _�_l 1�r_ FL, Ic F Ic ic IR5 /00" R26(q)V) _R26 FUTURE R/W r (CA)A81(CA) 6J4 R7-,g -9 CURB & GU R R7 f TTq R7W 02JZtf%AN R7-9 EXISTING CAL-TRANS R/W PER PROPOSED BLOCK WALL PA FUTURE R/W F I -LOCK -A PROPOSED B LL x FD. K.C.S. CONC. MON. DOC. # 0205296026 O.R. SEE WALL PLANS FOR SEE WALL PLANS FOR z REFER TO TR. 6757' DOWN 24" FOR WITNESS DETAILS DETAILS E III ARROW • T1 t � �� l t STREET IMPROVEMENTS CORNER 40"' NORTH'OF I ,© II dry` A I FOR- EXTENSION OF C) C> C> C) C) C) II II S.W. COR. SEC. 34o 30/27 rT7 r.:. PAVEMENT MARKINGS AND C) �,n 00 cn PER R/S BK. 159 PG. 'It ) I STREIT IMPROVEMENT 11. 11 vo- n 0- ol p �0' 30 1 - � I I I I I j- 'Nr % --i . J I Co __j CD u 000 1 gs w-4 A%:' -4 cn co Pei re� V) ,.v C5 C L" w EXI N HOUq _j 28 i f f If". Muo S/zo I I 4Q U --i II a !I EXISTING CAL- ANS R/W PER __j z to 11::� 11:u M F--- ooz Lo to -sit pq �� CN C4 V_ V_ + t co DOC. #02060125 0 0 R. d z I ;� 4r-, i I AD 1 20' 20 UJ W) uj K) L" + UJ + to V) "I _j co + + 51 2 53 F 54 1 55 1 5-6 M a 0) 2 3 F 1- 4 + M I X I , t 1-1 r3 0' 1 30' UJ 1�- W t, j rr) tjj < x D in = M LLj cn C4 44 r %, 04 PLEASE REFER TO + NOT A PART C.D U-) uj LLJ wen M (n m cn Lu U) LLJ (1) L" PROVINCETOWN- AVENUE wo DELTA 4 < z< �- M U) ujml(/) 1500.00* 1500`.00 100.56* 100.56L SR-119 (TAFT HIGHWAY) 03*50*29 03*50*29" CAL-TRANS TYPE 1 (10) ARROW b I ur CAL-TRANS TYPE 14 ARROW AHEM uj "HANDICAP" MARKING PER CAL-TRANS STANDARDS STREET IMPROVEMENT PLANS m ,u) Of LEFT OR RIGHT AS APPLICABLE '*R5-1" - DO NOT ENTER - WHEN CHILDREN ARE PRESENT '*R26(CA)* - NO PARKING *S4-3" - SCHOOL U)ILO co BEGIN CURVE PCC POINT OF COMPOUND CURVATURE "R3 -5R" - RIGHT TURN ONLY *R2-1" - SPEED LIMIT 20 E.C. END CURVE TC TOP OF CURB '*R4-7" - KEEP RIGHT wR7-9" - NO PARKING /BIKE LANE P.I.V.C. POINT OF INTERSECTION T.P. TOP OF PAVEMENT QD "R81(CA)" - BIKE LANE CURVE TABLE CURVE, RADIUS LENGTH TANGENT DELTA 1500.00* 1500`.00 100.56* 100.56L 50.30* 50.30* 03*50*29 03*50*29" CAL-TRANS TYPE 1 (10) ARROW STRIPING LEGEND: RIGHT OF WAY CAL-TRANS TYPE III ARROW EDGE OF PAVEMENT LEGEND* � (CON To FUTURE MEDIAN BIKE LANE MARKINGS PER CAL-TRANS STANDARDS CAL-TRANS TYPE IV ARROW F.L. LEFT OR RIGHT AS APPLICABLE R1 CAL-TRANS TYPE 1 (10) ARROW b I ur CAL-TRANS TYPE 14 ARROW AHEM CAL-TRANS TYPE Vill ARROW C26 "HANDICAP" MARKING PER CAL-TRANS STANDARDS CAL-TRANS TYPE VII ARROW - > LEFT OR RIGHT AS APPLICABLE CAL-TRANS TYPE III ARROW NOTES: * SE CALTRANS TRAFFIC MANUAL FOR DETAILS * ALL PERMANENT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION 8010-21C-19 ALL TEMPORARY STRIPING AND MARKING DESIGNATED WITH (T) SHALL BE STRIPING TAPE (SSP) OR WATERBOURNE PAINT ALL OTHER STRIPING AND MARKING SHALL BE THERMOPLASTIC PER CALTRANS STANDARD SPECIFICATION 8010-21C-19, UNLESS OTHERWISE INDICATED. PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. SHOULD CONDITIONS BE CHANGED, A REVISED STRIPING PLAN SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING. LEFT OR RIGHT AS APPLICABLE LEGEND* � (CON To CAL-TRANS TYPE 1 (18) ARROW CAL-TRANS TYPE III B ARROW CAL-TRANS TYPE 11 ARROW F.L. LEFT OR RIGHT AS ' APPLICABLE R1 CAL-TRANS TYPE 11 B ARROW b I ur *STOP* MARKING PER CAL-TRANS STANDARDS AHEM "AHEAD" MARKING PER CAL-TRANS STANDARDS El EV. B.C.R. "HANDICAP" MARKING PER CAL-TRANS STANDARDS "RR XING* MARKING PER CAL-TRANS STANDARDS > FUTURE CAL-TRANS STRIPING AND MARKINGS, TYPICAL NOTES: * SE CALTRANS TRAFFIC MANUAL FOR DETAILS * ALL PERMANENT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION 8010-21C-19 ALL TEMPORARY STRIPING AND MARKING DESIGNATED WITH (T) SHALL BE STRIPING TAPE (SSP) OR WATERBOURNE PAINT ALL OTHER STRIPING AND MARKING SHALL BE THERMOPLASTIC PER CALTRANS STANDARD SPECIFICATION 8010-21C-19, UNLESS OTHERWISE INDICATED. PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. SHOULD CONDITIONS BE CHANGED, A REVISED STRIPING PLAN SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING. TRACT BOUNDARY UNIT BOUNDARY ASHE ROAD (STA. 10+00.00 TO 23+85.28) SCALE: 1" = 50' HORIZONTAL LEGEND. (OONT.1 CONSTRUCTION NOIES: NOTES,", PROPOSED SAWCUT LIMIT LINE CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST-1 1. SEEO'SEWER AND STORM DRAIN PLANS FOR STORM DRAIN Ts FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT 2 CONSTRUCT 4.5" COMBINATION SIDE-WALK PER C.O.B. STD ST-3 PLANS - AND DETAILS. IR FURNISH & INSTALL- IRRIGATION CONDUIT CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL 20 LOCAL STREETS - PAVEMENT TO BE 0.201 TYPE "B"' A.C. OVER Ic UNITS STANDARD PLAN RSP A88A CASE A. '0.40* AGGREGATE BASE OVER -0.50-" COMPACTED O.G. TO BE FURNISH & INSTALL INTERCONNECT CONDUIT COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST-9. TR3 jg5 TR6 FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT CONSTRUCT 121 WIDE CROSS GUTTER PER C.O.B. STD. ST-17. 3. ALL CATCH BASINS -TO BE__TYPE- "A" WITH 3.5' OPENINGS TR3=NO. 3 1/2 SIZE TR5=NO. 5 SIZE TR6=NO. 6 SIZE COMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND ot PER C.O.B. STD. S-12,, UNLESS NOTED OTHERWISE. GUTTER UP TO A DEPTH OF 12 , CURVE NUMBER FOR CURVE DESCRIPTION SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER 4. RAISE EXISTING SEWER MANHOLES TO FINISHED GRADE. < > TAPER NUMBER FOR TAPER DESCRIPTION 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 IETU ITEM OF WORK - SEE SCHEDULE TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT UNIT. CONSTRUCT 18* BOTTOM WIDTH DRIVEWAY W/3* WINGS - - ! " PER C.O.B. STD. ST-4. {UNLESS OTHERWISE NOTED} PAINT 12"' LIMIT LINE USING THERMOPLASTIC PAINT PER SHEET N 2' CALTRANS STANDARD SPECIFICATION 8010-21C-19. MERE SECTIO IS SHOWN CALTRANS TYPE IV ARROW, LEFT OR RIGHT AS APPLICABLE, TO BE PAINTED ' CONSTRUCT 5.5 COMBINATION SIDEWALK PER C.O.B. STD ST-3 CALTRANS TYPE I ARROW RELOCATE EXISTING POLES - BEHIND THE -CURB, GUTTER & -SIDEWALK AS APPLICABLE, TO BE PAINTED AS DIRECTED BY THE ENGINEER. NOTE: - REMOVE -AND DISPOSE OF EXISTING A.C. PAVEMENT. SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT q STRIPING & PAVEMENT MARKINGS TO BE THERMOPLAS11C PAINT PAINT DETAIL 22 (DOUBLE-YELLOW) STRIPING USING PAINT PER PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. qD. CALTRANS STANDARD SPECIFICATION 8010-21C-19. ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. INS TALL TYPE III RAPPIr-AnI7 PER rAl TPAKIQ QTAKMADn OLAN 12 A73C WITH W-31(CA) SIGN WITH OM4-3 MARKER. BARRICADE A.C. PAVEMENT TO BE REMOVED AND DISPOSED. IS TO GO FROM FLOWLINE TO FLOWUNE. CONSTRUCT TYPE '*M' MEDIAN CURB WITH 10$' REVEAL tE Lr_ F- PER U.U.D. z>1u. ow% 5" N fl w coku / 04 9:z CD :z LLj :z M U) dJ tn. LEGEND: LEGEND* � (CON To =3 1 ABBREVIATIONS F.L. FLOWLINE ' P-.-O.V.C. POINT ON VERTICAL CURVE R1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. - STD. T-19: C.L. CENTERLINE B.V.C. BEGIN VERTICAL CURVE *R1 -1 " - STOP " W,3-1" -STOP AHEAD El EV. B.C.R. ELEVATION E.V.C. END VERTICAL CURVE BEGIN CURB RETURN P.I. POINT OF INTERSECTION '$R6-1" -ONE WAY_ *55-2" -..END SCHOOL ZONE *S4-2" E.C.R. END CURB RETURN P.R.C., POINT OF REVERSE CURVATURE '*R5-1" - DO NOT ENTER - WHEN CHILDREN ARE PRESENT '*R26(CA)* - NO PARKING *S4-3" - SCHOOL B.C. BEGIN CURVE PCC POINT OF COMPOUND CURVATURE "R3 -5R" - RIGHT TURN ONLY *R2-1" - SPEED LIMIT 20 E.C. END CURVE TC TOP OF CURB '*R4-7" - KEEP RIGHT wR7-9" - NO PARKING /BIKE LANE P.I.V.C. POINT OF INTERSECTION T.P. TOP OF PAVEMENT "R81(CA)" - BIKE LANE OF VERTICAL CURVE F.C. FINISH CONCRETE END W`/OM4-3 MARKER. NOTE: FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST-13. :-W31(CA)n-.- W14-1* -DEAD END SIGN NUMBERS ARE FEDERAL CODES "W14-2* - NO OUTLET UNLESS OTHERWISE INDICATED BY @ EXISTING SURVEY MONUMENT "W`1-7" - DOUBLE ARROW (CA). (CA) INDICATES CALIFORNIA "W1 -V - SINGLE ARROW CODES. FURNISH & INSTALL STREET NAME SIGN PER C•O.B. STD. T-1. *W`1-1* CURVE ARROW "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 LlGlff=5800.'LUMEN PER" C.O.B. STD. ST-14. 0- STORM DRAIN --MANHOLE-- - REFER- TO SEWER & STORM DRAIN -PLANS FURNISH & INSTALL STREET LIGHT-9500 LUMEN PER C•O.B. STD. DIET. ST-14. r-T u =;Pq 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 ASHE ROAD (STA. 10+00.00 TO 23+85.28) SCALE: 1" = 50' HORIZONTAL LEGEND. (OONT.1 CONSTRUCTION NOIES: NOTES,", PROPOSED SAWCUT LIMIT LINE CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST-1 1. SEEO'SEWER AND STORM DRAIN PLANS FOR STORM DRAIN Ts FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT 2 CONSTRUCT 4.5" COMBINATION SIDE-WALK PER C.O.B. STD ST-3 PLANS - AND DETAILS. IR FURNISH & INSTALL- IRRIGATION CONDUIT CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL 20 LOCAL STREETS - PAVEMENT TO BE 0.201 TYPE "B"' A.C. OVER Ic UNITS STANDARD PLAN RSP A88A CASE A. '0.40* AGGREGATE BASE OVER -0.50-" COMPACTED O.G. TO BE FURNISH & INSTALL INTERCONNECT CONDUIT COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST-9. TR3 jg5 TR6 FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT CONSTRUCT 121 WIDE CROSS GUTTER PER C.O.B. STD. ST-17. 3. ALL CATCH BASINS -TO BE__TYPE- "A" WITH 3.5' OPENINGS TR3=NO. 3 1/2 SIZE TR5=NO. 5 SIZE TR6=NO. 6 SIZE COMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND ot PER C.O.B. STD. S-12,, UNLESS NOTED OTHERWISE. GUTTER UP TO A DEPTH OF 12 , CURVE NUMBER FOR CURVE DESCRIPTION SAWCUT EXISTING E.P. 1' BACK OR AS DIRECTED BY CITY ENGINEER 4. RAISE EXISTING SEWER MANHOLES TO FINISHED GRADE. < > TAPER NUMBER FOR TAPER DESCRIPTION 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 IETU ITEM OF WORK - SEE SCHEDULE TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT UNIT. CONSTRUCT 18* BOTTOM WIDTH DRIVEWAY W/3* WINGS - - ! " PER C.O.B. STD. ST-4. {UNLESS OTHERWISE NOTED} PAINT 12"' LIMIT LINE USING THERMOPLASTIC PAINT PER SHEET N 2' CALTRANS STANDARD SPECIFICATION 8010-21C-19. MERE SECTIO IS SHOWN CALTRANS TYPE IV ARROW, LEFT OR RIGHT AS APPLICABLE, TO BE PAINTED ' CONSTRUCT 5.5 COMBINATION SIDEWALK PER C.O.B. STD ST-3 CALTRANS TYPE I ARROW RELOCATE EXISTING POLES - BEHIND THE -CURB, GUTTER & -SIDEWALK AS APPLICABLE, TO BE PAINTED AS DIRECTED BY THE ENGINEER. NOTE: - REMOVE -AND DISPOSE OF EXISTING A.C. PAVEMENT. SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT q STRIPING & PAVEMENT MARKINGS TO BE THERMOPLAS11C PAINT PAINT DETAIL 22 (DOUBLE-YELLOW) STRIPING USING PAINT PER PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. qD. CALTRANS STANDARD SPECIFICATION 8010-21C-19. ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. INS TALL TYPE III RAPPIr-AnI7 PER rAl TPAKIQ QTAKMADn OLAN 12 A73C WITH W-31(CA) SIGN WITH OM4-3 MARKER. BARRICADE A.C. PAVEMENT TO BE REMOVED AND DISPOSED. IS TO GO FROM FLOWLINE TO FLOWUNE. CONSTRUCT TYPE '*M' MEDIAN CURB WITH 10$' REVEAL tE Lr_ F- PER U.U.D. z>1u. ow% 5" N fl w coku / 04 9:z CD :z LLj :z M U) dJ tn. M 1 M 1 =3 1 :0 1 fit (If M W :z W :. F M M :z C�OQWM :z uj of V M F- Uj Uj 5; :z w cj C3 U J cn uj F- (n cr_ rn F- -cn ui uj Lu cn . m uj cn <J U:z ac CD :z Of ul. U uj La W UJ af C3 ui cn uj W Ui Lu W Li ul C:) tn C) c) < CM CD _ c) (z) CN C:) CN ,d- CN r•_ CD co <0 co C) M CD C) I t